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Home My WebLink About23- City Manager's Office ��A[� CITY OF SAN BERNARDINO — REQUEST FOR COUNCIL ACTION From: Fred Wilson, City Manager Subject: Set a public hearing to consider adjusting the current storm Dept: City Manager's Office drain development impact fee. Date: November 27, 2006 M/CC Meeting Date: 12/4/06 Synopsis of Previous Council Action: November 22, 2006-Ways and Means Committee forwarded this item to the Mayor and Common Council to set a public hearing. Recommended Motion: That the Mayor and Common Council set a public hearing for 4: 0 p.m. on Monday January 8, 2007, to consider adjustment of the storm drain;�' opment impact fees. —_. Signature Contact person: Catherine Allison Phone: 5122 Supporting data attached: staff report, and other info Ward: all FUNDING REQUIREMENTS: Amount: None by this action. Source: N/A Finance: Council Notes: ,,ai��.�L�� Agenda I em No. —� ��5� STAFF REPORT Subiect• Set a public hearing to consider adjusting the current storm drain development impact fee. Background: In the Spring of 2006, the Mayor and Common Council adopted Resolution 2006-97 increasing the development impact fees for police and fire facilities/equipment, aquatics facilities, public meeting facilities, and library facilities/materials. The funds were approved to help finance capital expenditures related to the provision of services to the community that are strained by new development. At that time, the Mayor and CommonCouncil requested that staff research similar fee adjustments for the Verdemont area infrastructure fee and the storm drain impact fee. While work on the Verdemont infrastructure fee continues, the storm drain fee study is now complete and ready for consideration. The City's existing storm drainage network is composed of street gutter facilities, pipes and inlets which convey runoff to larger pipelines, creeks and ditches located throughout the city, ultimately leading to the Santa Ana River. The City has charged an impact fee for storm drainage systems for some time, but that fee has not been updated for over 15 years. A consultant was retained to generate a development impact fee calculation for the storm drainage system for the city. The Development Impact Fee Calculation and Nexus Report and accompanying Master Facilities Plan (Attachment A) provides the basis far the fee imposed on new construction by analyzing the Master Facility Plan for storm drainage facilities. In the Master Facilities Plan, Development Services/Engineering staff has identified 136 storm drainage projects recommended to fully complete the city's network, which are estimated to cost approximately $349 million. Upon the identification of the costs of storm drainage facilities that are necessitated by future development, costs must be distributed for each of the land uses based on their estimated storm runoff. Detached dwellings provide the highest percentage of turf per parcel and result in the least amount of runoff. Commercial and industrial developments, which generally have little turf area, generate a higher amount of runoff. These varying amounts are referred to as runoff coefficients. The report assigns costs on a fair-share basis to the various types of development. It also assigns the resulting fee per dwelling unit and per square foot for commercial/industrial construction, based on the anticipated burden of such new development area on City facilities and infrastructure. The recommended fees are found in Schedule 10.4, on page 131 of Attachment A. In order to compare the current fees to the proposed fees, Attachment B shows eight sample projects, and the storm drain impact fees they would pay under the current fee schedule as compared to the proposed fee schedule. Attachment C is a comparison of the current and proposed commercial and industrial project fees to those fees charged in five other Inland Empire cities. Attachment D is a comparison of impact fees charged for single family detached dwellings throughout the Inland Empire. On November 22, the Ways and Means Committee forwarded this item to the Mayor and Common Council to set a public hearing. The next steps in developing this fee would be as follows: January 8, 2007 Hold public hearing; first reading of the ordinance. January 22, 2007 Second reading of the ordinance; adopt the resolution March 23, 2007 Fees become effective (60 days after adoption of the resolution.) Financial Impact The adoption of revised storm drain fees would generate approximately $116 million in revenue for storm drain construction through General Plan build-out. The City currently collects $600,00 to $800,000 per year in storm drainage impact fees. Engineering staff estimates that the new fee schedule will generate an additional $1 - $1.7 Million annually, depending upon the level of development activity. As with other development impact fee revenues, they may only be used to fund storm drainage projects identified in the Master Facilities Plan. Recommendation: That the Mayor and Common Council set a public hearing for 4:30 on January 8th 2007, to consider adjusting the current storm drain development impact fee. _ f�I'��1'/�� Development Impact Fee Calculation and Nexus Report For the Storm Drainage System . for the City of San Bernardino, California - October, 2006 � Copyright, 2UOS&2006 by Revenue& Cost Specia/ists, L.L.C. All rights reserved. No part of tivs work covered by the copyright hereon may be reproduced or copied in any form or by any means --grapLic, electronic, mechanical, including any photocopying, recording, taping or taping or information storage and retrieval systems witttout written permission of Revenue& Cost Specialists, L.L.C. 2545 East Chapman Avenue, Suite 103 Fullerton, CA 92831 � (714)992-9020 . Schedule 2.2 Ciry of San Bernardino Summary of Development Impact Fees By Type of Fee �es per Residential Dwelling Unit, or Business Square Foot) �Aarginal Need-based or Equity-based Development Impact Fees Law Fire Circalation Sys[em Regional Library Public Fnforcement Suppression Local S[reets, Circufation'System Facilities Meeting Facilities,et aL Facilities,et aL Signalsb Bridpes Jmprovments �Collection Facilities 5chedule 3:3 Schedule 4.3 5chedule 5.2 5chedule 5.5 Schedule 6.1 5chedule 7.1 Calcutated CostslDlFs Detached Dwelling Units $535 a663 $195 $1,849 $534 $957 Attached Dwelling Units $474 $818 $130 $1,235 $423 $757 Mobile Home Units $303 $531 $103 $967 $384 $688 Commercial Lodging $298 $313 $103 $973 No Fee No Fee Commercial/Oifice Uses $0.242 $0.242 $0.211 $1.994 No Fee No Fee Industrial Uses $0.005 $0.002 $0:128 $1.208 No Fee No Fee Mticipated DIF Collectioo Detached Dwelling Units $6,609,390 $8,190,702 $2,409,030 $22,842,546 $6,597,036 $11,822,778 Attached Dwelling Units $4,075,926 $7,033,982 $1,117,870 $10,619,765 $3,637,377 $6,509,443 Mobile Home Units $1,818 $3,186 $618 $5,802 $2,304 $4,128 Commercial Lodging $186,250 $195,625 $64,375 $608,125 $0 $0 Commercial/Office Uses $7,691,408 $7,691,408 $6,706,145 $63,374,660 $0 $0 Industrial Uses $197,902 $74,680 $4,779,520 $45,106,720 $0 $0 Total 578.762.694 523,189,583 S1S,077.558 5142:557,618 510.236,717 $18.336,349 City—wide Impact Fee $18,762,694 $23,189,583 $75,077,558 $142,557,618 $10,236,717 $18,336,349 �Yisting Fund Balance $0 $0 $0 $0 $0 $0 sr Sources $0 $600,000 $0 $17,300,000 $0 $0 �apital Total $32,594,934 $47,244,872 $15,060,250 $159,848,000 $15,587,124 $18,340,025 Overage!(5hortfall) ,{513,832.240) ,,,(523.455.289} 517,308 ,59.618 ,(55,350;40� ' (s3;678} NOTES: (1)Residential Units=Individual Dwellings. (2)Square Foot means floor or pad area. (3)Commercial,including oifice uses,assumes a pad yield of 469b per gross acre for commercial projects(19,940 Square Feet). (4)Industrial,including manufacturing,assumes a pad yield of 404f,per gross acre for industrial projects(17,240 Square Feet). r�' Schedule 2.2 City of San Bernardino Summary of Development Impact Fees By Type of Fee ;per Residential Dwelling Unit, or Business Square Foot) .�rginal Need-based or Equity-based Development Impact Fees Aquatics Parkland and Stotm Development Facilities Open Space Drainage Impact Fee Total Acquisi6on System Per Urtitor Squate Foot 5chedule 8.1 5chedule 91 Schedule 10.4 ' Calculated Costs/D1Fs Detached Dwelling Units S273 $8,360 $3,418 516.784 per Unit Attached Dwelling Units $216 $6,617 $1,411 512,081 per Unit Mobile Home Units $196 $6,010 $2,719 511.901 per Unit Commercia�Lodging No Fee No Fee $1,202 52,889 per Unit Commercial/Oifice Uses No Fee No Fee $0.774 53.463 per S.F. Industrial Uses No Fee No Fee $0.982 52.325 per S.F. Mticipated DIF Collection Detached Dwelling Units $3,372,642 $103,279,440 $42,225,972 5207,349,536 Attached Dwelling Units $1,857,384 $56,899,583 $12,133,189 S103,884,519 Mobile Home Units $1,176 $36,060 $16,314 571,406 Commercial Lodging $0 $0 $751,250 51,805,625 Commercial/Office Uses $0 $0 $24,599,793 5110,063,414 Industrial Uses $0 $0 $36,667,880 586,826,702 Total 55.239,202> 5160;215,083 5196.394,398 5510;OOi.202, City-wide Impact Fee $5,231,202 $160,215,083 $116,394,398 3510,001,202 F �'�ng Fund Balance $0 $0 $0 SO iources $0 $0 $0 S17.900,000 C,aNital Total $5,232,932 $160,324,205 $385,158,670 5839,391,012 Overage!(Shortfall) (51,730) -,(5109.122) ($268.764,272) ,(5311,489,810) I � Chapter 10 Storm Drainage Facilities The Existin�vstem. The City's existing storm drainage network is composed of street gutter . facilities, pipes and inlets which convey runoff to larger pipelines, creeks and ditches located throughout the City, such as the Cajon Wash, Waterman Wash or Warm Creek, ultimately leading to the Santa Ana River. However, as the City continues to develop the remaining vacant parcels with rooftops, parking lots and driveways, the existing City-owned storm drainage system will reach capacity and the ability of the existing drainage lines to collect additional runoff from developing axeas will diminish. Additionally, there are areas in the City, such as near safety facilities such as the fire stations and police station, that require storm drainage improvements to insure adequate safety response times to a few large vacant areas to be developed. The City currently has approximately 202,SOOlinear feet of storm drainage pipe and box culverts in sizes ranging in size from 10" to 72" reinforced concrete pipe.' The estimated value of the City's storm drainage pipe/box system (excluding "locals") capital improvements is approximately $36,180,840. The City collects $600,000 to $800,000 per year in storm drainage impact fees. However, the existing balance is fully allocated to this years capital appropriated• � projects. Property-based Benefit Reasoning, Initially, the use of separate zones was considered for each drainage basin within the City because each area may have its own capital needs for storm water collection. Storm water runoff from the most southerly part of Waterman near Mill may not directiv impact the homeowner near Highland and Mt. Vernon similarly, a small debris � detention basin near the City Hall required to handle runoff from the City Hall parking lot may provide little direct benefit to a home on Del Rosa. In each case, there can be some distinct property-related areas of benefit for each storm basin, but direct benefits are only part of the equation. User-based Benefit Reasonin� the Human Element The owners and users of all developed and undeveloped parcels benefit, directly and indirectly, from all City-wide existing and future storm drainage improvements. As the various systems within the greater community of the City of San Bernardino develop, concurrent with development of private property, the benefits are generally recognized as: 1. Proposed development projects can only be approved by the City when precautions, generally in the form of infrastructure improvements, have been made that assure that developed and undeveloped downstream parcels will not � be adversely affected (i.e., inundated, flooded, cut off from access in and out), by storm water from the project being proposed. The avoidance of downstream or � City of San Bernardino Development Impact Fee Calculation and Nexus Report 114' _ Chapter 10 Storm Drainage Facilities down-zone damage from the development of an upstream parcel may not be a major concern to a developer, but the City must concern itself with such issues when approving private development proposals. 2. The private development being assessed an impact fee will receive the same storm water protection from other development projects upstream or up-zone from it's own development. 3. Storm water must be adequately controlled and removed to large scale flood control channels or creeks to assure access by public safety vehicles to all parts of the City, regardless of which zone a call for service is in. Sheriff, fire and other emergency calls, as well as public works emergency responses, cannot wait during heavy rainstorms. To the contrary, emergency calls-for-service probably increase during such storm events and the City's public safety and maintenance . units must be able to respond, to all zones. 4. The City of San Bernardino's citizens and business owners/employees must also ' be able to travel safely in heavy rain through one zone to another. An adequate and sufficient storm drainage system will provide such protection. � Demand Uvon Infrastructure Created bv the Develonment of Underdeveloped or Undeveloped Parcels. The construct�on of flood control and storm drainage facilities is essential to the preservation of private property, public streets, curbs and other facilities. The county or a regional level of government is generally responsible for flood control�, and cities are generally responsible for storm drainage. The building of new homes and businesses on presently undeveloped land will increase the amount of runoff and thus accelerate the need tor additional storm drainage facilities to handle increased runoff from these developing areas. As the vacant land is developed and bare dirt or turf is replaced with impervious rooftop, parking lots, driveways, pools, and sidewalks, greater amounts of the rainfall runs off of the developed parcel. The amount of the run-off varies with differing types of development (i.e land-use) and the varying amounts are referred to as the runoff coefficients. Apprvximately 0.740 (or 74.0%) of rainfall that falls on a parcel developed with detached dwellings, exits that developed parcel. The rate for an attached dwelling run-off is slightly higher (per unit) at 0.830 (83.0%) than detached dwelling uses. Most business uses such as commercial and office have a runoff coefficient of 0.780 or 78.0%with industrial acres slightly higher at 0.850 or 85%. Clearly, the amount of water runoff increases with development, regardless of any on-site retention requirements. The cumulative effects of additional runoff must be managed with the appropriate capital facilities. These costs of the new storm drainage (and flobd control revenue shortages) will be distributed by the coefficients of drainage, i.e., the percentage of property that will end up with impervious coverage such as asphalt or cement-based drives or parking lots, rooftop,pools and any other hard surface that does not allow any absorption into the soil. City of San Bernardino Development Impact Fee Calculation and Nexus Report 115 ' _ Chapter 10 Storm Drainag,e Facilities The Purpose of the Fee. The costs of extending the same level of storm drainage protection to the newly developing homes and businesses as is provided to the existing community (that has largely paid for the existing system) can be calculated, a fee imposed and collected. The fee revenues can then be used to expand the storm drainage facilities necessary to extend that same level of services. The City staff has identified one hundred and thirty-six storm drainage projects required to fully complete the City's network of pipes and small channels and are estimated to cost a total of$348,977,830. There is no available existing Storm Drainage Impact Fee Fund balance creating the need for the full $348,977,830. As noted in previous Chapters, where the amount of equity of the existing community is larger than the marginal needs fee, the difference could be returned to the General Fund as repayment from the developing properties for the creation of the excess storm drainage capacity. Such is the case with the City of San Bernardino's storm drainage collection system due to the significant up-front construction of storm drainage facilities. The Use of the Fee. The construction of flood and storm drainage facilities in the City of San Bernardino is essential to the preservation of private property, public streets, curbs and other facilities. The building of new homes and businesses on presently undeveloped land will require the installation of additional storm drains and inlets to handle increased runoff from these developing areas. This Chapter reviews the costs of storm drainage and flood control � facilities needed to serve future development. The revenues raised from a properly calculated and supported Storm Drainage Facilities Impact Fee would be limited to capital(ized) costs related to that growth. The fees would be used to construct additional or parallel storm drainage lines necessary to increase the drainage capacity of the system. Conversely, the Storm Drainage Impact Fee receipts would not be used to repair, replace or rehabilitate any existing storm drainage lines. The Relationship Between the Need for the Fee and the Twe of Development Project. Upon the identification of the costs of storm drainage facilities generated by future development, costs must be further distributed for each of the land uses (i.e.,business/residential uses) based on their estimated storm runoff. Detached dwellings (greater than one acre/dwelling) development provides the most percentage of turf per parcel and thus the greatest percolation, and conversely the least runoff of storm water. As such, these land uses should not bear the same cost as Commercial or Industrial development, which generally have little or no turf area (or stated another way, a higher percentage of impervious area) and therefore generate a higher amount of runoff. For this Report, costs were distributed between land uses on established runoff coefficients. A listing of these runoff coefficients is provided below in Table 10-1.3 I �, � Ciry of San Bernardino Development Impact Fee Calculation and Nexus Report 116 _ Chapter 1 Q Storm Draina�e Facilities ' Table 10-1 Storm Drainage Runoff Coefficients � (@ 2" per Hour Rainfall) Runoff Pro osed Land Use Coefficient . . Detached Dwellin s 0.745 Attached Dwellin s 0.810 Mobile Homes 0.810 Commercial Lod in 0.820 CommerciaUOffice Uses 0.830 Industrial Uses 0.850 Dwellin� Density Anomal�Adiustment. Since this impact fee is determined by applying a drainage factor to the type of land use zone, differences between what the development code allows and what is actually approved can significantly skew the cost figures. As a result it has been necessary to adjust to the average densities of the General Plan at build-out. As an example, the City anticipates future approval of 12,354 detached dwelling units on 4,516.0 acres in the City for an average of 2.74 units per acre. However, the existing 40,663 detached dwelling units occupy 7,566.0 acres for a higher average of 5.37 units per acre. Assuming a storm drainage impact fee or equity of $5,000 per acre, each existing detached unit, @ 5.37 units/acre, would have an equity share of about $931, ($5,000 per acre =5.37 units per acre = $931/unit) while the future detached units, @ 2.74 units/acre, would be assessed about $1,824, ($5,000 per acre -2.74 units per acre = $1,824/unit). Thus, the use of the average densities at General Plan build-out, as identified on the following Table 10-2, has been employed on each of Schedules 62 and 6.3 to eliminate this density problem unique to storm drainage. . [This space left vacant to place the following table on a single page]. � � City of San Bernardino Development Impact Fee Calculation and Nexus Report 117 _ Chanter 10 Storm Draina�e Facilities Table 10-2 Average Units or Square Feet per Acre at Build-out Units or S.F. Land-use Designation Acres Units or S.F. per Acre Detached Dwelling Units 12,082.0 53,017 4.39 Attached Dwelling Units 2,424.0 28,014 11.56 Mobile Home Units 747.0 4,481 6.00 • Commercial Lodging Units 224.2 3,080 13.74 CommerciaUOffice Use Square Fee 3,997.0 86,291,000 21,589 Industrial Use Square Feet 4,774.0 83,183,000 17,424 Table 10-3, following, indicates the development impact fee amounts that would need to be imposed for new development were it determined that new development was responsible to construct the system's remaining unbuilt collection pipes, channels and basins identified by � staff. In short, it would be the costs per new units if the $348,977,830 necessary to complete the storm drainage system were distributed over the development that is anticipated from the City's remaining 9,191 vacant acres. � Table 10-3 Marginal Needs-based Storm Drainage Facilities Impact Fees Allocation Total Cost Land Use of Costs Per Unit or SF Detached Dwellin Units $161,499,744 $8,150/LTnit Attached Dwellin Units $31,533,162 $3,364/LTnit Mobile Home Units $38,883 $6,482/Unit Commercial Lod in Units $4,959,593 $2,865/Unit CommerciaUOffice Uses S uare Feet $63,507,942 $1.845/S.F. Industrial Uses S uare Feet $87,438,507 $2.342/S.F. City of San Bernardino Development Impact Fee Calculation and�Nexus Report 118 � _ Chapter 10 Storm Drainage Facilities The Relationship Between the Use of the Fee and the Type of Development Pavin�the Fee. The Storm Drainage Impact Fees that are imposed and collected will be used to mitigate the storm water runoff generated by the type of development. If the development is a commercial or industrial property generating a significant amount of runoff, the fee collected will be proportionally higher and will be enough to construct the required additions to the storm drainage system downstream from this development. From time to time the City may require an applicant of a private project to construct an improvement (or portion thereo� that is on the list of required improvements at the end of this Chapter. This is often done to expedite the project for the applicant/developer. The developer should receive a credit for any money expended on this required improvement against their � calculated storm drainage impact fee. An ordinance addressing the issue of credits should be ' prepared and added to the appropriate chapter of the San Bernardino Municipal Code. The Relationship Between the Amount of the Fee and the Cost of the Portion of the Facility Attributed to the Development Project. Similar to the section above, the relationship is based upon the projected amount of storm water that will need to be collected and safely transported to flood control channels or rivers. The downstream collection lines (lines further down from - the proposed project but prior to the outfall into a river or flood control channel) need to be sized to handle all of the storm water collected upstream. Storm water that is collected in one j location accumulates with feeder lines along the way and thus the downstream system must be built increasingly larger (at increasing higher material and construction costs) the farther it gets away from its source. Table 10-4, on the following page, distributes the total equity value of the existing system consisting of the actual storm drainage pipe and channels at $36,180,840. Please note that the impact fee, by land use, is in terms of units such as residential dwellings or commercial and industrial square feet of building pad (including multiple floors). [This space left vacant to place the following table on a single page]. � City of San Bernardino Development Impact Fee Calculation and Nexus Report 119� _ Chapter 10 Storm Drainage Facilities Table 10-4 Existing Community Financial Commitment or Storm Drainage System Equity-based Proportionality Test • Allocation Total Equity Land Use of E ui Per Unit or SF Detached Dwelling Units $17,197,266 $518/LTnit Attached Dwellin Units $3,986,173 $214/L7nit Mobile Home Units $1,843,574 $412/Unit Commercial Lod in Units $245,664 $182/Unit CommerciaUOffice Units $6,085,144 $0.117/S.F. Industrial Units $6,823,019 $0.149/S.F. Of note is the fact that Table 10-4, the investment "equity" of the current community is far less, (at about 7%) than that of the previously exhibited Marginal Needs-based impact fees identified in Table 10-3 indicating that the City has put in place, a lesser percentage of the entire system required at General Plan build-out than is necessary from the remaining development. Table 10-5, on the following page, indicates that the 11,726.64 acres of run-off created by the currently developed community represents about 62.0% of the total acre storm water runoff at build-out. At the same time the currently developed community's investment in the existing � storm drainage system, at $36,180,840 is considerably lesser at about 9.4% of the cost of the total system at build-out. Table 10-5 Comparison of Storm Drainage System Attributes Infrastructure Existing Future Total at Factor Community Community Build-out Acres of Run-off 11,726.64 7,185.22 18,911.86 � Percenta e of Total 62.0% 38.0% 100.0% Cost of Total System $36,180,840 $348,977,830 $385,158,670 Percenta e of Total 9.4% 90.6% 100.0% City of San Bernardino Development Impact Fee Calculation and Nexus Report 120 , Chapter 10 Storm Drainage Facilities Clearly, it would be unreasonable to require the remaining 38.0% of storm drainage generators to finance the remaining 90.6% of the storm drainage system. Thus a third cost distribution will be necessary to determine a reasonable and proportional share of the costs and resulting fees. Table 10-6, following (and summarized from Schedule 10.4), is a distribution of the cost of the entire storm drainage system,both built and unbuilt at $385,158,670, over the entire General Plan Land-use Database,both developed and vacant(at about 24,248 acres). This schedule represents the proportional cost of the storm drainage system over each separate private sector development unit, i.e. a single detached dwelling. Table 10-6 Fair Share at General Plan Build-out � Storm Drainage Facilities Development Impact Fees Allocation Total Cost Land Use of Costs Per Unit or SF Detached Dwellin Units $181,236,512 $3,418/LJnit �' Attached Dwellin Units $39,533,768 $1,411/LJnit Mobile Home Units $12,183,054 $2,719/LTnit Commercial Lod in Units $3,701,610 $1,202/Unit CommerciaUOffice Uses S uare Feet $66,798,103 $0.774/S.F. Industrial Uses S uare Feet $81,705,619 $0.982/S.F. Admittedly, the City should have constructed a greater percentage of the General Plan build-out storm drainage collection system at this point. However, most public agencies are in similar circumstances, that being possession of a somewhat deficient storm drainage systems (i.e. a disproportionate amount of the system construction as opposed to the proportion'of the City's private development. The most probable reason is that storm drainage infrastructure projects are General Fund supported-storm but are generally only required for a limited number of rainy days. However, these projects must compete for General Fund appropriations with other projects which provide daily benefit to the City's residents and businesses, such as the construction of a street signal or a street segment. Storm drainage projects generally lack the priority necessary to compete for these very limited General Fund appropriations. The result, naturally, is an increasingly deficient storm drainage system. However, such delaying of storm � City of San Bernardino Development Impact Fee Calculation and Nexus Report 121 _ Chapter 10 Storm Drainag�e Facilities drainage proj ects cannot be continued indefinitely. Ultimately, the existing storm drainage system will begin to fail on a routine basis with smaller rain-storm events (i.e. ten year events4) and then even more spectacularly with a higher year rain-storm event(i.e. a fifty yeaz event). While it would surely be unreasonable to expect the developers of undeveloped parcels to finance the remainder of the system, the City cannot allow development of currently vacant privately-owned parcels if development were to create public peril by allowing additional storm water to run off newly developing properties into other private property or City streets without adequately controlling the storm water and ultimately disposing of it in either rivers or detention basins. Thus the Fair Share at General Plan Build-out-based impact fees are recommended for adoption. The adoption and imposition of these fees would generate approximately $116,394,398 for storm drainage system development. Or in the alternative, the City could review each private development proposal separately and require storm drainage improvements as exactions through the development review process. To further accommodate continued development of the City's privately-held vacant parcels, it would not be unreasonable for the City to require new development to finance a proportional amount of the storm drainage collection system. This would allow the City to use other sources to address the deficient portion of the system , or about $268,764,272, thus allowing the City to ultimately complete the entire system. � Recommended Storm Drainage Im act Fee. The Schedule 10.4 at the end of this chapter, as the storm drainage impact fees would be necessary to generate capital to construct a proportionate share of the identified storm water collection system project list. Also, adopt Schedule 10.4 for the six land-uses and the Fair Share at General Plan-based Impact Fees per acre figure (from the third column from the right side of the Schedule 10.4) for developments that do not involve a building pad, (e.g. additional asphalt parking area). [This space left vacant to place the Chapter endnotes on a single page]. � City of San Bernardino Development Impact Fee Calculation and Nexus Report 122� _ Chapter 10 Storm Drainage Facilities . CHAPTER ENDNOTES i.The xx,xxx linear feet of storm drainage pipe is the amount identified by the City. There are some pipe that was installed in past years that was not documented and have not yet been identified. Identification of the entire existing system should be included in a master plan update. 2.Projects of major importance generally involving the contro]of large quantities of flood water(over 500 C.F.S.) ' � through numerous cities and unincorporated areas. 3.San Bernardino Hydrology Manual;Williamson and Schmidt,Irvine,CA 1986,Figure D-4b,Runoff Coefficient Curves,Soil Group -B,Cover Type-Urban Landscaping, AMC-II,Index Number 56,page D-15. 4. ,A ten year rain storm event is the largest rain storm that would be anticipated in a ten year period. � � City of San Bernardino Development Impact Fee Calculation and Nexus Report 123� FROM : FaX N0. : Jan. 15 202d �3:49PM P2 � � � � � � � � � Nt� UJ � tA � N � C� � � t7� � N � � tn � � U] fn � Cn � tAf1� "'~ d. C7t7t7qG � c7GGOCX7CJCIC� [7avvdC� GGG �7C7CQQoov ! 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IV TY IV � K � n�. �!.; �� }x.� }z� �/Mi:�,!�'�^ /, l � l � � � ;:,��.,�y�: ;�• �s � s C, � C � � :: ;4 �1 '.. `K' � "� %� '„�;i>:s:A:: a:a::: Appendix A Summary of Recommendations � � 132 � SUMMARY OF RECOMMENDATIONS Chapter 3 -Law Enforcement Facilities and Equipment • Adopt Schedule 3.3, p.37, Financial Commitment(Equity). Chapter 4- Fire Facilities,Vehicles and Equipment • Adopt Schedule 4.3, page 51, Financial Commitment(Equity) Chapter 5 -Local Circulation (Streets, Signals and Bridges) System • Adopt Schedule 5.2, page75, Local Circulation System Marginal Needs-based Impact Fees. Chapter 5 - Regional Circulation (Interchanges and Grade Separations) System • Adopt Schedule 5.5,page78, Regional (SANBAG) Circulation System Impact Fees. Chapter 6- Library Facilities and Collections � • Adopt Schedule 6.1�, page 84. Chapter 7 - Public Meeting Facilities • Adopt Schedule 7.1,page 89. Chapter 8- Aquatics Facilities • Adopt Schedule 8.1, page 93 � Chapter 9- Park and Open Space Land Acquisition and Park land Development • Create Quimby Act Park Land Acquisition and Development Impact Fee Fund,Note (1). • Adopt Schedule 9.1,pages 106-107,for residential uses requiring the sub-division of land for Quimby Act application. • Create AB1600 Park Land Acquisition and Development Impact Fee Fund, Note (1) • Adopt Schedule 9.1,pages 106-107,for residential uses not requiring the sub-division of land for AB 1600 application. • Adopt Schedule 9.4, page 113 for Business Uses Open Space Impact Fee. Chapter 10- Storm Drainage Facilities • Adopt Schedule 10.4, pagel3l, Fair Share at(General Plan) Buildout-based Impact Fees. � (1). Separate Park Land Acquisition and Development Funds are necessary because the Quimby Act allows use of receipts for rehabilitation of existing facilities whereas the AB1600 requirements prevent such expenditures. 133 � Master Facilities Plan for the Storm Drainage System for the City of , San Bernardino, California October, 2006 � Copyright, 2U06 by Revenue& Cost Specialists, L.L.C. All rights reserved. No part of t6is work covered by tFie copyright hereon may be reproduced or copied in aay form or by any means--graphic, electronic, mechanical, including any photocop,ying, recording, taping or taping or information storage and retrieval systems without written peravssion of Revenue& Cost Specialists, L.L.C. . ZS45 East Chapman Avenae, Suite 103 � Fullerton, CA 92831 (714)992-9020 � <.;:.::::::.::.::.::.::>:>::>::>::»::>::::>:<::>::>::>:<:»>::::.;;:.;;:.;;:.::.::.;;;:::;:»::>:::::>::»::>::»:«;:::>::;::;:;<::.;;:.;;;;:::.;:.;;;:.;:.::.;::.;:::;;:.;:.;:::.;:.;:.;;;,:.;:.;;:.;:.;:.;::.;:.;;:.;:<:.;:.;:.;::.;:.;:.;:.;:.;:::::::.::::::::::::::,:.:::::::::.:::::.::::..:»::::::.......................................::: ;;City of San Bernardino To►a! Master Facilities Plaa Throug6 Summary-All Projects ; " Build-out ;::: , ,.:... . ;: ,. ;:::::;:.::,:::::;.>;;:.::.:::.::::::...:.;::.::..:.............. ... ......... ... LE-Ol Expand Law Enforcement Facilities Space .�IS,665,521 <: > LE-OZ Acquire Additional Patrol/Detective/Specialty Vehicles �4,031,420 : �: LE-03 Acquire Ot3Scer Assigned Equipment �'643,608 :::_: LE-04 Acquire Advanced Computer/Data Sharing Systems .�2,540,0�0 :::::: >:: LE-OS Police Station Debt Service �'9,754,385 :::;: <:>FD-Ol New Fire Station�233 .�5,363,371 ::> <>FD-02 New Fire Station#233 Response Fleet .�6SO,U00 ;:;: ;;:FD-03 Relocate Fire Station�X221 .57,157,347 :' FD-04 Expand Fire Station�'224 ,�1,518,943 <:: <FD-05 Relocate Fire Station�226 .�5,363,371 ?>:: FD-06 Relocate Fire Stabon Ar229 .$5,363,371 :: FD-07 Relocate Fire Station,#230 .�5,363,371 :'::: FD-OS Renovate Station�'221 as Administrative/Maintenance Facility .53,309,869 :::: FD-09 Construct a Velucle Storage Building �'1,089,101 :::: `::FD-10 Construct Training Faciliry �,6�,8� : FD-11 Acquire Two Command Vehicles .�90,000 ::: ": FD-12 Acquire Fo►ir Squad Vehicles .$480,OA0 :::::: <::FD-13 Acquire Three Sedans and a Utility Tr►ick $94,500 ::::: `:: FD-14 Acquire a Reserve Engine .�1,275,U00 ::;;: < FD-IS Acquire Additional Assigned Fire-fighter Equipment �'S8,740 ::;: FD-16 Headquarters Station�221 Debt Service $1,794,425 �;:; ;FD-17 Verdemont Statioa,�232 Debt Service .$3,582,641 ::> <:ST-01 40th Street, Acre Lane to Electric Avenue .52,170,O�A0 :<::: ST-02 Sth Street, Sterling to Victoria .$3,200,00�0 ;::::: '"ST-03 Sth Street, Warm Creek to Pedley .5480,OUO ::;` <ST-04 Alabama Street, 3rd to City Limits �1,600,U00 ;::; ':::ST-OS Campus Parkway(Pepper-Linden), Kendall to I-21 S ,$4,800,ODO ::;:;: >ST-06 Central(Palm Meadows), Tippecance to Mountain View .$3,200,Oi00 ::::> ST-07 CoWston, Tippecanoe to Mountain View .$3,520,000 `<: >ST-OS Connector, 3rd Street to Sth Street ,53,20i0,000 :<::: ' ST-09 De1 Rosa, 6th Street to 9th Street � .�1,600,OOD :':: ;;:ST-10 Electric, Mountain View to Northpark ,$3,20i0,000 :::;: '> ST-11 "G"Street, Mill m Rialto Avenue .�7,600,ODi0 :>: '> ST-12 "H"Street, Kendall to 40th .�640,UOi0 <:::: '':ST-13 Kendall, Cambridge to Pine .�3,SOD,O�AO >:::ST-14 Lena Road, Mill to Orange Show .�6,40i0,00i0 ;;;;: !'ST-IS Little League Drive, Palm to I-215 ,�2,400,Oa0 :�i ST-16 Little League Drive, I-215 hontage to Belmont .�1,6U0,000 ;::;: '::>ST-17 Little Mountain, Devil Creek Channel to 48th .5400,UU0 ::::; `: ST-I S Mill, Pepper to Meridian �'800,0�00 ::;:: ST-19 Mount Vemon Bridge .$3,200,OD0 ::;:: ST 20 Mountain View, Thompson to Electric ,�640,000 :�;: ST-21 Mouataia View Bridge at Mission Creek Sl,152,000 ;;:: ;ST-22 Mountain View, Riverview to Central .�6,912,0�0 ;:;: Revenue 8�Cost Specialists, L.L.C. - FulleFtor�f.�i4�-92831 »>::»<:<::>::::»:<:>;:>:«:>:>::::::>::;:.;::.;:.;:;.;:.;;:.;:::;:::»::>::<:;::>:::>:<.;:.;:.>:::.;;::.;:.;::;;<;«<::<;;;,:>::»::;:;:::>::»::>::><:«:.:>:;:::;:::::.;::<.;::::.;:.;:.::;::.;:.;:.;;:;.;:.;:.;:.;:.;:.::::::.::.::.:::.::.::.;:.;:.;>::::::::::::::,::::::::::.:_:::::::.::.::<::::::.::....................................::.;: :::.:.:::::::::::::::::::::::.:.......:...................... ... <: City of San Bernardino Total Master Facilities Plan Through . Summary-All Projects Build-out »:<:>:«;>.;:.::.;:.;::.;;:.;;;;:>::«:::»>:«>:::;»;:::;;:.;;:.;:.:.::.;;;<::<:»»::>::>::>:<:::»>::>:<::««:::;:.;;:«:::.;:;.;::.;:.;:.;:.:.;;;:.:<.;::;:;:.;::.;;:.;;:.;:.;;;:.;:.;:.;:.;:.;:.;;;;:.;:.;«<.;:.::.;:::.::::::::::.:.:::::::::::::.::.:::::.::::.::::.:::::::..::::............. ;:::.::::::::::::.::::::::::::.................................. >:'ST-23 Mountain View, I-10 to Saa Bernardino Ave. �1,2�,� :>: `:> ST-24 Mountain View Avenue Railroad Grade Crossing .$240,OOD :';;: ST-25 Palm, Cajon to I-21 S SB Ramp ��,� ::': :ST-26 Pine, Kendall to Belmoat �8�� ": ST-27 Perris Hill Park Road, Zlst to Pacific �1,280,� »: '''ST-28 Rancho, Colton City Limits to St6 ,52,240,0�00 ;:;: >:::ST-29 Rialto, Sierra to Waterman al,�� ::'_ ST-30 Rialto, Lena to Tippecanoe �,�,� ;`: i<::ST-31 State Street, 16t6 to Foothill ��,4�� «: ::::ST-32 State Street. Foothill to I-21 S �8,�,� >:>: ':':::ST-33 Tippecanoe, Mill to Harriman �S,�,� ` ;ST-34 University Parlcway, Hallmark to BNSF Grade Separation $1,20i0,000 ::<: »`ST-35 Waterman, St6 to Baseline .�5,76D,0�00 «:: >ST-36 Victoria, Richardson to Mounrain View .S2aD,ODO ;;::; ' >::>ST-37 Traffic Signal�Little League Drive and I-215 Frontage ..�22Q0,000 <:: ST-38 Traffic Signal�Little League Drive and Belmont .3��,� ::>:: >:ST-39 Traffic Signal�Palm and Cajon .��,� :::: >`ST-40 Traffic Signal�Palm and Industrial $120,OPO i;` ST-41 Traffic Signal�Palm and I-ZIS ramps .�330,000 ::::: ST-42 Traffic Signal�Palm and Irvington $I SO,OOiO ::;;: ST-43 Traffic Signal�Palm and Belmont ��,� >::>ST-44 Traffic Signal� Campus Parkway(Pepper-Linden)and Industrial .S20i0,DUO >:: <:ST-45 Traffic Signal� Campus Parkway(Pepper-Linden)and I-215 Ramps $3SD,OQO :;::: ;<ST-46 Tra}3'"ic Signal� Campus Parkway and Northpark �200,OOD : '::::ST-47 Traffic Signal�Sierra (CSUSB)and Nort6park ��,� :::::: ST-48 Traffic Signal @ Kendall and 48tb ,�175,000 :::::: ;:ST-49 Traffic Signal�Little Mountain and 30th ��,� :;<:: ;::>ST-SO Traffic Signal�Little Moantain and 48t6 ,S17S,000 ::>: ST-Sl Traffic Signal�Little Mountain and Northpark . .�175,000 :::;: <:::ST-52 Traffic Sigaal�State and I-210 .S3SO,a00 « <:ST-53 TratTic Signa/�Merdian and Rialto .S20�D,OD�O ::' ST-54 Traffic Signal�Macy and Mill .fi20i0,Q0i0 ::::; <:>:ST-SS TrafFic Signal�Raacho(State)and Foot6i11 .�250,0�0 :>:: ST-56 Traffic Signal�Miramonte and 27th �2A0,00�0 ;`; ST-57 Traffic SigQal�Mou�ntaia and Kendall .S20D,0�00 :::: ST-58 Traffic Signal�Mountain and 48t6 .�20i0,000 :::;: 'ST-59 TraflSc Sigaa!�Mountain and Northpark �175,OUD ::;<: >::ST-60 Traffic Signa]� "I"Str•eet and Inland Center Drive .5200,OP0 ;':: '::ST-61 TraflSc Sigaal� "H"Street and Marshall .$200,00� ;::;:: <:ST-62 TrafiSc Signal�Auto Plaza and Fairway .$2UO,U00 ::': ST-63 Traffic Signa!� "E"Street and Century .$200,0�0 ;:::: >:<ST-64 Traffic Signal� "E"Street and Orange Show Lane .�200,000 <:;: '':ST-6S Trall'"ic Sigaal�Aaowhead and Orange Show Laae ,�IS0,000 ;; >ST-66 Tra13Sc Signal�Arrowhead and Central ,�175 UDO :;;:: Revenue &Cost Specialists, L.L.C. - Fulle�o[�;:�A_-92831 »:<:>::»>:<::>::::<:»:<:.<:::::»::>::>::»»�«:>:<:»::>::>:<:::>::::»>::>::;::::<.;:.;;;:.;:.;:;;;::.;::.;:.;:.:.:;;.;:.;:.:.:.;;:.;:.;:.;:.;:.;:.;:.;:>:.;:.;,.;:.;:.;;:.;:.;:.;:.;:.;:.:::,;:.;:.;:.;:.;<.::.;:.::::.:::::::,:::::::::.:::::::::::::::::::::.:::::::::::::::::::::::::::.:>::::::.....................................::: ;; City of San Bervardino Total `:Master Facilities Plan ThrougG ,Summary-All Projects Build-out - �.�::::::: ;::.;;:.:v:.;>;;;: ;.;:.;;.�::::: � ,:.::::.:::::.::::.::::::::::::::::::::::::::::::::::...:................. . ST 67 TraflSc Signal�Mountain lew and 13 , <ST-68 Traffic Signal�Mountain View and Marshall .3'200,000 :<; ST-69 TraR`ic Sigaal�Electric and 48t6 .$2U0,000 ;;< <:ST-70 TraflSc Signal�Dolittle and Mill .�100,0�0 :;: ST-71 Traffic Signal�Lena and Orange Show Road ��,� :: >:>ST-72 Trat�Sc Signal�Lena and Central .E��,� <:: ST-73 Traffic Sigaal�Lena and Rialto ��,� ::::: ;:ST-74 Traffic Signal�Lena and 3rd $200,a0�D :;: ?ST-75 Traffic Signal�East Carnegie and Hospital Lane .�IS0,0�0 :' <>:ST-76 TrafiSc Signal� Tippecanoe and Rialto � .SZAD,OUD ;::: :>:ST-77 Traffic Signa/�Del Rosa and Marshall .�ZOO,OOiO ': >::ST-78 Traffic Signal�Del Rosa and 6th .�1 S0,0�0 :: >::>ST-79 TraflSc Signal�Sterling and Marshall .�'200,Oi00 :;:`: >::>ST-80 Traffic Signal�Sterling and Lynwood .�'ZOi0,0i00 ::::; <:ST-81 Traflic Signal�Sterling and 6t6 .SZ00,0�0 :::;;; >::ST-82 Trafl`"ic Signal @ S. Mountain View and Central(Palm Meadows) .$20i0,ODi0 ::;; <r::ST-83 Traffic Signal�S. Mountain View and I-10 West6ound Ramp .�'200,Oi00 >:; ST-84 TrafiSc Signal�Gut6rie and Pacific ,S20i0,000 :: >::ST-SS Interchange/Ramps�I-215 and Palm Avenue(SB, County) .51,930,00�0 ::::; <:ST-86 Interchange/Ramps�I-21 S and Pepper Linden(Campvs Parkway)(SB) .$20,000,D00 ::;: 'ST-87 Interchaage/Ramps�I-21S and University Parlcway(SB, County) �I,S60,0�0 :?::: ST-88 Interchange/Ramps�I-210 and Waterman (SB, Higliland, County) .�'7,280,0�0 ::::: ST-89 Interchange/Ramps�I-210 and Del Rosa (SB, Higliland, County) $5,790,OOi0 :;;: ST-90 Interchange/Ramps�I-210 and Victoria (SB, Highland, County) $10,aAO,Q00 ;':: ST-91 Interchange/Ramps�I-210 and Sth(SB, Higliland, Redlands) .$320;0�0 :>:: <i ST-92 Interchaage/Ramps @ I-10 and Tippecanoe ,�'7,DOiD,OQO :::; ST-93 Interchange/Ramps�I-10 aad Pepper(SB, County, Colton) .$370,000 ;:;:; <:;ST-94 Interchange/Ramps�I-10 and Mountain View(SB, Loma Linda, Redlands, County) .�3,040,DOD ::;:; ': ST-95 Tippecanoe Bridge over the Santa Ana River ,�2,936,250 :: 'ST-96 Grade Separation�Palm Avenue(SB) .$2,349,OQ0 :::::: >::>ST-97 Grade Separation @ Rialto(SB) ,52,232,OOi0 > ST-98 Grade Sepatation�State StreedUniversity(SB) ,�2,140,OOi0 ;�:::: >:`ST-99 Grade Separation�Huats Lane(SB, Colton) .�1,143,Oi00 ::::; <: ST-1P0 Grade Separation�Rancbo Avenue .52,349,OOi0 ;::;: ':>::LB-01 General Library Square Foot Expansion .$5,152,818 >::: <:LB-02 Expansion of Library Collection ,$S,083,041 ?:::: [::LB-03 Main Library Debt Service .$5,351,265 :;::':: >CC-01 Verdemont Community Center .$4,125,OOi0 ><: >:'CC-02 Delmann Heights Gymnasium .�1,925,OQ0 :;::; CC-03 Nicholson Community Center ' �'1,925,000 :::::: CC-04 ConstructAdditional Pu61ic Use Space .�10,36S,02S ;:';: ;AQ-Ol Construct Water Pool/Attraction .53,224,863 '»: <;:AQ-OZ Construct Locker/Administration Building ,�Z,Oi08,089 :`;:[ ;PK-Ol Construct Sic S.0 Acre Neighborhood Parks �2?,296 74 ':::: Revenue &Cost Specialists, L.L.C. - Fulle��on,:GA�-92831 >::::>::>:>::>:::>:<:>::<::<:::>:::<:::>:::>:<::<:>::<::>::>::>:;:>::»:<:»:>:>::>::>::»:»:>:>::>::::�:><::<;::;::.;:.;::<.;;:;<.>:,.;:.:;.;;:.;:.;;::;;;.;:.:;.;:.:;::.::;.;:.;:.;:.;:.;;:<.;;:<.;:<.;:;.;;;:.;:.>:.;:«;.>:.;:;.;:.;:.;:.;:.;:::.;::::::.:::.:,::::::::::::.:::::.::::::.:::<:::<::.::........................................;:: <:City of San Bernardino Total ' Master Facilities Plaa T�O� . Summary-All Projects Build-out ; :::>:��::>::»:c:>:�>::;:::z:::;::<:::_»::>:<:>::>:�:�:«:>::>::>:<:«<:<:::>::»::>::>:<::«:<::»:<:>::>::>:;:::<::;;..»:.;:.;:.;;:.;;,.:�;:.;:.;:.>;:.;::;.;;;:;.;:.;:.;:.;:.r.;;::.::<::;:<.;:;;;.;;::.;;;:.;;:.;:.>:::.::.::.::.::.::.::.:::::::�.::::::::.:::::.:::::::::::::::::.::.:::::::.;:::;::::::::::.�:....:..........................::: ;>:PK-02 Construct Seven 10.0 Acre Passive Community Parks .�54,358,213 ;::::: ?PK-03 Construct Four 25:0 Acre Active(sports) Community Parlrs .$77,654,60i0 <;< PK-04 Miscellaneous Park Improvements �1,�,� <:: PK-OS Open Space Acquisitioa(159.4 acres) .$4,OIS,018 ::';: �:<SD-01 Project 3-IZ .$2,093,920 :;:;: ;>::SD-02 Project 3-13 .$2,832,470 :::::: >: SD-03 Project 4-1 ,�180,370 :;;;: <::SD-04 Project 4-2 .$435,830 ;:: SD-OS Project 4-13 .$48,920 :;:;; SD-06 Project 4-14 ,$450,160 <>: <:> SD-07 Project 4-15 .$226,310 ;;: ':':SD-OS Project 4-16 .$328,860 : SD-09 Project 6-Cl-02 .�1,661,180 :::;; ':`::SD-10 Project 6-CI-03 .�894,950 ::: <>SD-11 Project 6-CI-04 ,�883,520 :::':: ;: SD-IZ Project 6-Cl-OS .�540,110 ;:::: <::SD-13 Project 6-CO-Ol .�1,322,080 :::; ':::SD-14 Project 6-DR-Oi0 .�33,854,210 ::;:: SD-15 Project 6 DR-01 .53,094,340 :>:; >:::SD-16 Project 6-DR-02 .$4,493,950 :;::: 'SD-17 Project 6-DR-03 .s2,161,810 :;;: SD-I S Project 6-DR-04 .51,172,660 ':::;: �:::< >,. »::SD-19 Project 6-DR-0S .5636,440 ::;:: I:; <:>: SD-20 Project 6-DR-06 . .�1,027,7Q0 ::::; >:SD-21 Project 6-DR-07 .$547,480 :::: SD-22 Project 6-DR-OS �503,670 ::::: >:SD-Z? Project 6-DR-09 .$3,568,560 :;<: SD-24 Project 6-LS-Oi0 ,�10,876,060 ::::; <: SD-25 Project 6-LS-01 .$1,694,170 `:::::: >:< SD-26 Project 6-LS-02 ,5782,740 :;;: '<'SD-27 Project 6-LS-03 .$'77,330 :;; SD-28 Project 6-LS-04 ,�2,887,570 :;; � ` SD 29 Project 6-LS-OS .$495,350 :: SD-30 Project 6-SD-00 .�9,356,010 :::::: SD 31 Project 6-SD-02 .�513,810 ;:i:i ;SD 32 Project 6-SD-03 .�1,134,OOD ;:::: '`SD-33 Project 6-SD-04 ,�6,684,290 ::;': < SD-34 Project 6-SD-OS ,$3,868,570 :::::: SD 3S Project 6-SD-06 ,�1,042,230 ::;; ;SD 36 Project 6-SD-07 .$4,622,470 ;;; SD 37 Project 6-SD-OS �52,521,680 :::;: `:`::SD-38 Project 6-SD-09 �170,920 ::;:: ':SD-39 Project 6-SM-Oi0 ,$2,038,660 :;:: SD-40 Project 6-WA-UD .�16,14 SO ;:;: Revenue &Cost Specialists, L.L.C. - Full�rto�,_�A=-92831 :::>::;;::.;;:;:;:.;:.;:.;:.;:.;:<.:.::.::.::.::::.:::<.;:.;:.;;:.;:;.;:.;:.;:.;::.;:<.;;;:.:.::.;:.;:.>;::::.:::::.:.::::::.:::::::::::::::,::.:::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::.::.::::::::::::.::::::::::<:>::.........................................:.:: ;:::City of San Bernardino Tota/ `Master Facilities Plan �o� Summary-All Projects Baild-out >::::;;:<.;:<.;:;:::>:.;;:;;.;:::;.;;:.;;:.;;:;;:.>:.:;.;::;:.;:;.;;:.;:.;:.::::::;:.:::.:::::::::::::.::::::::::::. :.::::::::::::::::::::::::::.::::::::::::.::::::.::::::::::::::.:,:::::::.::.::.:::::::::::::::::::::::::,.::::::::::::.:::.:<:.::.......:...................................;:.: >:::SD-41 Project 6-WA-02 .�897,370 :::;; <::::SD-42 Project 6-WA-03 .�'718,560 :;:;:; ::SD-43 Project 6-WA-04 .�'238,030 ;;' `:::SD-44 Project 6-WA-04 .51,365,110 :>:`: , SD-45 Project 6-WA-14 .�643,260 ::;: >::>SD-46 Project 6-WA-16 .�1,251,730 ::::: :::::SD-47 Project 6-WA-17 .�'780,030 :::: SD-48 Project 7 AIA .$504,470 :;; SD-49 Project 7-A1 .58,813,280 :::: >:::SD-SO Project 7-A2 .59,924,780 :;;; >::SD-SI Project 7-A3 .�'240,950 >' :SD-52 Project 7-A4 .$416,660 :?::; :::SD-S3 Project 7-AS� .�63,510 :::;: >::SD-54 Project 7-A6 .�1,347,020 :;:: ><SD-SS Project 7-A7 .$210,720 ;:;: ;<:::SD-56 Project 7-AS ,�1,904,710 :i< ':SD-S7 Project 7-A9 .�1,S4S,210 ;:::< ?::SD-SS Project 7-A10 .�388,060 ::::; SD-S9 Project 7-A11 ,S'724,610 ;::: !:;::SD-60 Project 7-B2 $58,510 :?:; . SD-61 Project 7-B3 $9,642,SQO :::;:: SD-62 Project 7-84 .�5,534,980 :;;:; >SD-63 Project 7 BS $1,170,790 :::;: SD-64 Project 7-B6 .$409,030 ;;::: <: SD-65 Project 7-B7 $512,760 :: ::::SD-66 Project 7-BS $99,850 :;:: ``�SD-67 Project7-B9 .$97,140 ::;:: i:SD-68 Project 7-B10 .$335,330 ::;:: <:::SD-69 Project 7-Bl l .�I80,180 :::::: ::SD-70 Project 7-B12 .$698,450 :':.s�; ;'::SD-71 Project 7 B13 .591,570 �: <::SD-72 Project 7-B14 .�2,463,060 `:::: SD-73 Project 7-BIS .�'796,890 :;;: '::>:SD-74 Project 7-B16 .�689,970 :;::: >:SD-75 Project 7-B17 ,�1,684,510 :;: <:� SD-76 Project 7-BI S ,�1,967,030 :;;<: >::SD-77 Project 7-B19 ,�'7,223,480 ::::':: >SD-78 Project 7-B20 ,�1,438,550 ::;; SD-79 Project 7 B21 �'672,320 ;::;: ;SD-80 Project 7-B22 .�?,211,850 ;;:: : SD-81 Project 7-B23 ,�1,817,830 ;;:: >:SD-82 Project 7-B24 .$361,810 <_< 'SD-83 Project 7-B25 .s2,200,800 ;:: SD-84 Project 7-CI SI,S60 6S0 ;:;< Revenue�Cost Specialists, LL.C. - Fullerian,�_�92831 »:::::;:«.:<.;;;:.;:;.;;:.;:::;::::;;:<.;:.::::..:.::.::.:::.::.::::::::::::::::::::::::.::.::::::::::::::::::::::::::::::::::::::.:::::.::::.::::::::.:::::::::::.:::.:::::::::.:::::::::::::::,::::::::::::._:::::.:::::...:......... ... , ::City of San Bernardino Total Master Facilities Plan �av$b Summary-All Projects Build-ottt ;;>:.;:;.;;:.>:.;:.;;;;:.;:.;:.;:.;:.;::.;;;:.;:.;:.;:;;;:.;:;:.;:.:.:.;;;:.;;:;.;:.;:.;;:.;>;:;<.;:::::.�::.::::::::::::::.:.:.::.::,::::::::::.::::::::::::::::::::::.::::::::::.::::.::::::::::,:._::::::,::::.::::.:::::.:::::::::::::::::::::::::::::.:>:r::::::::::::::::.::.:..:........ . . ::: SD-85 Project 7-CZ .�251,110 :::: SD-86 Project 7-C3 a762,160 <:: :>:: SD-87 Project 7-C4 �'1,048,830 ;;:: `>;SD-88 Project 7-CS .�'722,OU0 :;: >::SD-89 Project 7-C6 .$S16,S30 '?:':: SD-90 Project 7-C7 .$2,345,450 ;::: >:::SD-91 Project 7-CS .�149,510 ;::::: ;SD-92 Project 7-C9 .�?,990,820 ::; ?!'::SD-93 Project 7-CIO ..$449,550 ;;: <::::SD-94 Project 7-Cl l .$975,490 :::; «::SD-9S Project 7-CIZ .s213,450 ::::: ;;SD-96 Project 7-C13 .�113,Oa0 ;;; ;SD-97 Project 7-C14 � .$3,980,990 ::::: >:<:SD-98 Project 7-CIS �2,929,480 ::?; < SD-99 Project 7-C16 .$3,303,350 '; '::'::SD-IOD Project 7-C17 .�1,727,570 :::; >:SD.-101 Project 7-CI S .sS24,140 '� `>:::SD-102 Project 7-DI $13,OS9,510 ;:;:: <:SD-103 Project 7-D2 .$1,SS5,940 <';: >SD-104 Project 7-D3 ' .$302,310 :; 'SD-lOS Project 7-D4 .$446,850 >:: ;::SD-106 Project 7-DS .$4,096,110 ::::; ';: SD-107 Project 7-D6 ,S'786,200 :;;; ;: SD-108 Project 7-D7 .s2,977,710 ;:;" >:SD-109 Project 7 DS .�1,118,880 :: <'::SD-110 Project 7-D9 a5,837,O50 ::: >:::SD-111 Project 7-DIO .�1,030,620 ;:;: SD-112 Project 7-Dll $10,350,070 ::: «:SD-113 Project 7-D12 �'1.30,870 :;; >:>SD-114 Project 7-D13 .�9,274,570 ?::: > SD-IIS Project 7-D14 ,$1,610,990 ;:;:; '<:i SD-116 Project 7 DIS .51,344,830 `:::� SD-117 Project 7 El .�865,750 ;:;;: SD-118 Project 7-E2 ,$974,340 ::::; SD-119 Project 7-E3 .�1,194,700 :;:: SD-120 Project �-E4 .�1,396,600 :::::: i:::SD-121 Project 7-ES ,$265190 :: , ":::SD-122 Project 7-E6 .$2,349,200 :::: >:SD-123 Project 7-E7 .�1,530,490 ' ; SD-124 Project 7-ES .528,930,950 ;;:: <SD-I25 Project 7-ESA ,�685,750 ;:::: ;!<:SD-126 Project 7-E9 ,�610,730 ::::; `:SD-127 Project 7 EIO .�174,740 :;;:: :>::: ;SD-128 Project 7-Ell �2,777,230 :;:<: Revenue &Cost Specialists, L.L.C. - FuitsKtc��_GA:==92831 <:>:>::>:::;:»:«:>::>;::>:<::::::»>;:<.;;;:.;:«.;:.;:<.;::.;:<.;;:;.::.:<::<.;:.;;:.;:.;;:;<;.;:.;:<.::.;;;:;.;::.:,;::::::::::::::,:.:::::::::::::..:.:::.:::::::::.::::::::::.::.:.�::::::::::..:::::::.:::::.:::::.:::::::::::::::::::::::::.:.:;:::..........................................::: ;:>:City of Saa Bernardino Total `Master Facili�res Plan �'�� Summary-All Projects Build-out ;;:.>:.>::;>:.;:::;;:.::::;:;;.::::::::::::::::.;:.:::;;:.:::::::::.::.>;;::::;::.::;:.::.;:.;.:.::.::.:..:.::..:...:::........:.....::.......:.......::.........:..,:..:.::::...:..:::.: :....................... ............::: <?>:SD-129 Project 7-E12 .�317,460 ';<; �> SD-130 Project 7-E13 .5961,700 ;':; >: SD-131 Project 7-E14 .54,416,990 i:i;: ;SD-132 Project 7-E14A �481,560 :;;;; SD-133 Project 7 EI S .�682,070 :<: '<:::SD-134 Project 7-E16 .�868,550 :;;: >SD-13S Project 7-E17 �'1,490,60i0 ::;;: <:SD-136 Project 7-EIS .$709,28� '` >': SD-137 Project 7-E19 .�969,070 ;:;:;: `:::: SD-138 Project 7-E20 .52,982,110 ::: SD-139 Project 7-E21 .$4,505,040 ;;:: SD-140 Project 7 fi22 .�651,860 :;:::: SD-141 Project 7 E2? .�1,855,870 ::;` « SD-142 Project 7-E24 .�2,690,260 ::: SD-143 Project 7-E25 .�3,894,030 :::;: ;';SD-144 Project 7-E26A .5444,460 :::;: ?':SD-14S Project 7-E26B .$91,570 ;::': SD-146 Project 7-E26C .�56,260 :::: <SD-147 Project 7-E27 .s2,644,1 SO :::;: i SD-148 Project 7-E28 $8,088,380 ;:::: SD-149 Project 7-E29 .�17,215,090 :;;:; .::::SD-150 Project 7-E30 .$1,472,120 :::<: <:SD-151 Project 7-E31 .$471,840 ;::; ;:;:SD-152 Project 7-E32 .�614,520 ;;;: ?:SD-153 Project 7-E33 ,�995,610 :::>: SD-154 Project 7-E34 .�1,434,490 ;:;::i :::.:.:::.::::.......... .. ........................ ,.. ....::...... > ,. Total-All Projects ;:;:: $839,391,012 :::;: . � 10 Revenue 8�Cost Specialists, L.L.C. - Fuller�on,:.�-J2831 ty . Ci of San Bernardino Master Facilities Plan Table of Contents ;::.: ;> < , :_ , > Guide to the Master Facilities Plan 1 ' >;:::Project Cost Summary � �` Law Enforcement Facilities, Vehicles and Equipment 11 `::: . ':<:Law Enforcement Facilities, Velucles and Equipment Cost Summary 12 >>: ': LE-01 Expand Law Enforcement Facilities Spiace . 13 ;::> LE-02 Acquire Additional PatroUDetective/Specialty Velucles 14 ;:; >':LE-a3 Acquire Officer Assigned Equipment IS ::::::: ':'::':LE�7'4 Acquire Advanced Computer/Data Sbaring Systems 16 ;:::' <::;LE-0S Police Station Debt Servrce 1� :::< - Fire Suppression Facilities, Vehicles and Equipment 18 <;::::Fire Suppression Facilitres, Vehicles and Equipment Cost Sumrnary 19 :::::: <>:FD-01 New Fire Station#233 20 `:`: FD-02 New Fire Slation#233 Response Fleet ZI `>: FD-03 Relocate Fire Station�`221 22 `::::: ':::>:FD-04 Expiand Fire Station#224 23 :;<:` '``::FD-OS Relocate Fire Station#226 24 :>::: FD-06 Relocate Fire Station#229 � :::`: ;:FD-07 Relocate Fire Station#230 26 ;>« `FD-OS Renovate Station#221 as Adrninistrative/Maintenance Facility 27 :::: >`FD-09 Constrvct a Vehicle Storage Building 28 <: �:>FD-10 Construct Training Facility 29 ::':: ::FD-11 Acquire Two Command Vehicles � 30 ;:': FD-12 Acquire Four Squad Vehicles 31 ` <::<FD-13 Acquire Three Sedans and a Utility Truck 32 :::>:: > FI�14 Acquire a Reserve Engine 33 :::: <::FD-IS Acquire Additional Assigned Fire-fighter Equipment 34 ::::`; <:FD-16 Headqr�arters Station#221 Debt Service 35 ;:: <':FD-17 Verdemont Station#232 I7ebt Service 36 :':: Circulation System (Streets, Signals and Bridges) 37 ::: . <Circulation System Cost Summary 38 ;;::: ST-01 40th Street, Acre Lane to Electric Avenue 42 ;;::` >ST-02 Sth Street, Sterling to Victoria 43 :;:;:; , >ST-03 Sth Street, Warm Creek to Pedley 44 ::>::: Revenue & Cost Specialists, L.L.C. - Fullerton;-G�=��831 ..;:.;;::...;::..�.:.:::..:::::.::.::..:...:::::.:.::::::.................... ... .............. City of San Bernardino `; . . ; Master Facilities Plan Table of Contents ; .::. :..::;:::.:::.::<.;:.:::.;:.;:.;:.::...:.::::....:..::.:::;:.;:.::.:;:.;:.;::.:..::.:::::..:. ..;:.:.:::.::.:.;:.;:.;;;:.:::<.;:<.;:.;.:;...::.:::::::... ... . ;;;::<.;;;:.;.::;:.:::.,:::::::::::::::::::::::::::::.::. ............................... ...... <:ST-04 Alabarna Street, 3rd to City Lirnits 45 ST-0S Campus Parkway (Pepper-Linden), Kendall to I-21S � ::::; ;: ST-06 Central (Palm Meadows), Tippecanae to Mounhain View 47 '`;�: <:ST-07 Coulston, Tippecanae to Mountain View � `: ST-08 Connector, 3rd Str�et to Sth Street 49 :::>; ST-09 Del Rosa, 6th Street to 9th Street SO '::; ' ST-10 Electric, Mountain View to Northpark SI :::::> ST-11 "G"Street, Mill to Rialto Avenue SZ '::: ::ST-12 "H"Street, Kendall to 40tb 53 >:;;; <::ST-13 Kendall, Carnbrrdge to Pine 54 ::;:;; ST-14 Lena Raad, Mill to Orange Show SS :::;::: >:ST-15 Little League Drive, Palm to I-Z15 S6 ::::< ;; ST-16 Little League Drive, I-215 frontage to Belmont 57 «: «::ST-17 Little Moun�in, Devil Creek Channel to 48th Sg >::' > ST-I S MiU, Pepper to Meridian 59 :;:: <>ST-19 Mount Vemon Bridge � `:` ST 20 Mountain View, T6ompson to Electric 61 ::«: `:ST-21 Mounlain View Bridge at Mission Creek 62 ' : >::>ST-22 Mountain View, Riverview to Central 63 ;:::; � !:::ST 23 Mountain View, I-10 to San Bernardino Ave. F� :`:' `: ST-24 Mountain View Avenue Railroad Grade Crossing 6S :;:<: ST-25 Palm, Cajon to I-21S SB Ramp 66 ::;::::. <: ST 26 Fine, Kendall to Belmont 67 :::? < ST 27 Perris Hill Park Raad, Zlst to Pacific 6S >':: >;::<ST 28 Rancho, Colton City Limits to Stb � 69 ;;::; ST 29 Rialto, Sierra to Waterman �� :::::< ':::ST-30 Rialto, Lena to Tippecanae 71 ' 'ST-31 State Street, 16th to Foothill 72 ::`: ST-32 Srate Street. Foothill to I-215 73 :;<; ST-33 Tippecanoe, Mill to Harriman 74 : ::::>:ST-34 University Parkway, Hallmark to BNSF Grade Sepiaration 7S <;::; ST-35 Waterman, Sth to Baseline 76 ;::; ST-36 Victoria, Richardson to Mounfain View 77 :::::; >ST-37 Traffic Signal @ Little League Drive and I-21S Frontage 78 ;;` >: 79 ::�:: - Li e Lea e Drive and Belmont > T Traffic Si al ttl ;»: � S � � � Revenue & Cost Specialists, L.L.C. � Fullerton;-��4=��8�31 ........ ....... " City of San Bernardino Master Facilities Plan Table of Contents ::::.::..:... :.:......:...:::.:.::....::.::... ST-39 Traffic Signal @ Palm and Cajon 80 < ST,40 Traffic Signal @ Palm and Industrral 81 :>::: ST,41 Tiaffic Signal @ Palm and I-215 ramps 82 ;:;<:ST,42 Traffic Signal�Palm and Irvington 83 ::: > ST-�43 Traffic Signal @ Palm and Belmont 84 ::::: <:ST,44 Ti�ffic Signal � Campus Parkway(Pepp�er-Linden)and Industrial SS ;:' » ST,4S Traffic Signal @ Carnpus Parkway(Pepper-Linden)and I 215 Ramps 86 ";: ST,46 Tiaffic Signal � Campus Parkway and Northpark 87 ;:: <:ST-47 Tiaffic Signal @ Sierra (CSUSB)and Northpiark 88 :;: >:>ST,48 Traffic Signal @1 Kendall and 48th 89 :::>:: » ST,49 Traffic Signal�Little Mountain and 30th 9�0 :;;: <:ST-SO Traffic Signal @ Little Mountain and 48th 91 :::::: ` <ST-Sl Traffic Signal �Little Mounlain and Northpark 92 ;:;; . ;::;ST-S2 Traffic Signal @ St�te and I-210 93 ::::: ':>:ST-53 Tiaffic Signal @ Merdian and Rialto 94 :::::: � >:ST-54 Traffic Signal @ Macy and Mill 9S :::::: ST-SS Traffic Signal @ Rancbo (State)and Foothill 96 `: ST-56 Traffic Signal @ Miramonte and 27th 97 ::: <::ST-57 Traffic Signal�Mountain and Kendall 98 :::;: >:;ST-58 Traffic Signal�Mountain and 48th 99 >:::: ''�ST-59 Traffic Signal @ Mountain and Northpark 100 :;::: ::>:ST-60 Trdffic Signal @ "I"Street and Inland Center Drive 101 < ST-61 Traffic Signal Q "H"Street and Marshall 102 ::::: :<:::ST-62 Traffic Signal @ Aato Plaza and Fairway 103 ;::::: :::::ST-63 Traffic Signal @ "E"Street and Century 1 U4 ;::;: ':<:::ST�4 Traffic Signal� "E"Street and Orange Show Lane lOS >;::: >:ST-65 Trdffic Signal @ Arrowhead and Orange Sbow Lane 106.r>' '<::ST-66 Traffic Signal @ Arrowhead and Central 107 :::;;: ST-67 Traffic Signal�Mountain View and 13th 108 ::;<;: ::;:;'ST-68 Trdffic Signal @ Moanhdin View and MarshaU 109 ;<::: <:': ST�9 Traffic Signal Q Electric and 48th 110 ;::::: ::::;ST-70 Traffic Signal Q Dolittle and Mill 111 ::<>; ':ST-71 Traffic Signal @1 Lena and Orange Show Raad 112 ;:::; >>:<ST-72 Traffic Signal @ Lena and Central 113 :::::: <::>:ST-73 Trdffic i >::: S gnal @ Lena and Rialto 114 ;:;: � Revenue & Cost Specialists, L.L.C. � Fullerton;=CR=��831 ....... . .......... .............. .............t3'. . " Ci of San Bemardino Master Facilities Plan ; Table of Contents :.::.::.;::._::: .,. ::............................................................... .......................................................... `:>:>ST-74 Traffic Signal �Lena and 3rd 11S ;;; ST-7S Tiaffic Signal @ East Carnegie and Hospital Lane 116 ::::::: � »ST-76 Traffic Signal C� Tippecanoe and Rialto 117 ::::::: ST-T7 Traffic Signal @ Del Rosa and Marshall 118 :!:`::: ST-78 Traffic Signal @ Del Rosa and 6th 119 :::: ;:;ST-79 Traffic Signal @ Sterling and Marshall 120 '<: >`>ST-80 Traffic Signal @ Sterling and Lynwood 121 '::<: ;:ST-81 Traffic Signal @ Sterling and 6th 122 :;;:; >ST-82 Traffi�Signal Cg�S. Mountain View and Central (Palm Meadows) 123 ::::: ST-83 Traffic Signal @ S. Mountain View and I-10 Westbound Ramp 124 ::::;: :::>:ST-84 Traffic Signal� Guthrie and Pacific 12S ::;::: "ST-85 Interchange/Ramps @ I-215 and Palm Avenue (SB, County) 126 :_; >::::ST-86 Interchange/Rarnps �I 21S and Pepper Linden (Campus Parkway) (SB) 127 ::::::: >:< ST-87 Interchange/Ramps @ I-215 and University Parlcway(SB, County) 128 ::;:: <: ST-88 Interchange/Ramps @ I 210 and Waterman (SB, Highland, County) �29 ':': < ST-89 Interchange/Ramps @ I-21 D and Del Rosa (SB, Highland, County) 130 :::::: >:::ST-9i0 Interchange/Ramps �I-210 and Victoria (SB, Highland, Coanty) 131 ':::::: ST-91 Interchange/Ramps @ I 210 and Stb (SB, Highland, Redlands) 132 ::;:: <>:ST-92 Interchange/Ramps Q I-10 and Tippecanae 133 :<:;:; ;::ST-93 Interchange/Ramps @ I-10 and Pepper(SB, County, Colton) 134 :;::: >ST-94 Interchange/Ramps @ I-10 and Mountain View(SB, Loma Linda, Redlands, Co 135 ;: > ST-95 Tippecanoe Bridge over the Santa Ana River 136 ::::::: ` ST-96 Grade Sepiaration @ Palm Avenue (SB) 137 :: > ST-97 Grade Sep�ardtion @ Rialto (SB) 138 `>;:; > ST-98 Grade Sep�aration @ State StreetlUniversity (SB) 139 ::::;: ST-99 Grade Sepiaradon �Hrmts Lane (SB, Colton) 14(1 :;:::: ':ST-IIXI Grade Sep�aration @ Rancho Avenue 141 ';;: Library Facilities and Collection 142 ;< <;::Library Facilities and Collectron Cost Summary 143 <>: ';LB-01 General Library Square Foot Expiansion 144 :::;:: <:<LB-02 Expansion of Library Collection 145 ;:;;: LB-03 Main Library Debt Service 146 ::;':: Public Use Facilities 147 :<::: Public Use Facilities Cost Summary 14g ;: � <:::CC-01 Public Use Facilities 149 :>>: Revenue & Cost Specialists, L.L.C. - Fullerton;-C�4=92831 .. .. ..................... City of San Bernardino Master Facililies Plan Table of Contents >CC-02 D�elmann Heights Gymnasium 150 ;:<;CC-03 Nicholson Community Center ISl :::> CC-04 Construct Addidonal Public Use Space 152 ::;:::: Aquatic Facilities 1S3 :<:< 'Aquatic Facilities Cost Summary IS4 :::::: ;AQ-Ol Construct Water PooUAttracdon ISS ::::: >;;;AQ-02 Construct Lacker/Adrninistration Building IS6 `< Park Land Acquisition and Development 1S7 :;:: «Park Land Acquisidon and Development Cost Summary ISS ::;:;: PK-01 Construct Six S.0 Acre Neighborhoad Parlrs 1S9 `:` <! PK-02 Construct Seven 10.0 Acre Passive Community Parks 160 '»: ;PK-03 Construct Four 25.0 Acre Active (sports) Community Parks 161 ::;:: < PK-04 Miscellaneous Park Improvements 162 < PK-0S Op�en Sp�ace Acquisivon (159.4 acres) 163 ;;:<: Storm Ilrainage System 164 ::::::: Storm Drainage System Cost Summary 165 :::':: >:: SD-Ol Project 3-12 171 :::::; >; SD-02 Project 3-13 172 >::<: >' SD-03 Project 4-1 1� ;` >>SI3-04 Project 4 2 174 :::: SD-OS Project 4-13 17S ::::: SD-06 Project 4-14 176 <:: < SD-07 Project 4-IS 177 >:>; >::SD-OS Project 4-16 178 :> ><< SD-09 Project FrCl-02 179 :::: ''::SD-10 Project 6--C'1-03 180 : : <:<:Sl3-I1 Project Fr-CI-04 • 181 <:>: SD-12 project 6-CI-0S 182 ::::>: <::S13-13 Project Fr-CO-OI 183 ::::::: <: SD-14 Project(rDR-0i0 184 :::::: >:: SD-1S Project 6-DR-01 18S ;:;:: >SD-16 Project f�DR-02 186 :::�:: ;>`SD-17 Project 6-DR-03 187 � >:: ::>::: ;:SD-18 Pr ' ;::. o ect DR -04 � >: J I88 Revenue & Cost Specialists, L.L.C. - Fullerton:-Ck-�283� . . ......... ty Ci of San Bemardino Master Facilities Plan Table of Contents ' ......... ........ . >SD-19 Project 6-DR-0S 189 ;;: <::SI�20 Project(rDR-06 1� :::::; ` SD-21 Project 6-DR-07 191 ::::: <:; SD-22 Project 6-DR-08 192 :;: <:::SD-23 Project�rDR-09 193 :: S1�24 Project 6-LS-Oi0 194 ;::::; < SD-ZS Project 6-LS-01 19S ;;;:;: SD-26 Project FrLS-02 196 :::::: SD-27 Project 6-LS-03 197 :;;;> SI�28 Project�LS-U4 198 ;:;:; >:: SI�29 Project FrLS-0S 199 :::: <S13-30 Project 6-SI�-0�0 200 <'> SD-31 Project 6-SD-02 201 ::::: < SI}32 Project(rSD-03 202 ;:;:;; SI�33 Project 6-SD-04 203 :;::: <>_:SI}34 Project 6-SD-OS 204 ;::`:; ':?:SI�35 Project(r-SD-06 205 ;;:: SD-36 Project FrSl�07 206 ::::::: SD-37 Project FrSD-OS 207 :::; >;::SD-38 Project 6-SD-09 208 :':;:;: >: SD-39 Project FrSM-�0 209 ;;:::: SI}-d0 Project FrWA-�D 210 :::.:;: <: SD-�41 Project FrWA�I2 211 :::: Sl3-d2 Project 6-WA-03 212 ><: < SD-43 Proje+ct 6-WA-04 213 :;;; :>:::S13-�44 Project ErWA-04 214 ::::;: >:SD-�4S Project�WA-14 21S ::;::: <:::::SD,46 Project frWA-16 216 :>': 'SD,47 Project 6-WA-17 217 ;;;' SD-�48 Project 7-AIA 218 ;;:;:; <SD,49 Project 7-A1 219 ::>;:` SD-SO Project 7-A2 220 :::::: :::SI�SI Project 7-A3 221 ::;�:: ':::SD-52 Project 7-A4 222 ;:> >:.: ` SD-53 Pr " 7- :. o ect AS 223 ::<:: _ � � Revenue & Cost Specialists, L.L.C. � Fullerton;=C�4=9�831 City of San Bemardino , Master Facilities Plan Table of Contents SD-54 Project 7-A6 224 ::::; SD-SS Project 7-A7 225 :::: <::S1�56 Project 7-AS 226 :;:::; « SD-S7 Project 7-A9 227 ':: �>SD-SS Project 7-A10 228 ;;;;; � !::> S�S9 Project 7-A11 229 :;::;: >:SD-60 Project 7-B2 . 230 :'::: ': SD-61 Project 7-B3 231 :;: >:::S1�-62 Project 7-84 232 ;;;;: >::SD-63 Project 7-BS 233 :"::: - SD-64 Project 7-B6 234 '::: > SD-65 Project 7-B7 235 :::;:: >SD-66 Project 7-BS 236 ;:;:;: %>SD-67 Project 7-B9 237 :;;; <::: SD-68 Project 7-B10 238 ::::::: >: SI}-69 Project 7-BI1 239 :::::: >::>SI�-70 Project 7-B12 Zqp :;:; S1�71 Project 7-B13 241 :: >:::: SD-72 Project 7-B14 242 ::::::: »::SD-73 Project 7-BIS 243 :::::: S1�74 Proje+ct 7-B16 244 ;:;;;; » SD-7S Project 7-B17 24S : S13-76 Project 7-B18 24� ;:;:; >::SD-?7 Project 7-B19 247 :;<:: >SD-78 Project 7-B20 24g :::' ':::S1�79 Project 7-B21 249 ::<:: >:SD-80 Project 7 B22 �0 ::;: >:::SD-81 Project 7-B23 �1 ;;;;: >::::SD-82 Project 7-B24 �2 : '::� 5�83 Proje+ct 7-B25 " ZS3 :::::: `> SD-84 Project 7-CI �4 ;:; , `"SD-85 Project 7-C2 ZSS :<:: SD-86 Project 7-C3 256 :':: ;:;:SI�87 Project 7-C4 �� :;: SI�88 Project 7-CS �g „:; f Revenue & Cost Specialists, L.L.C. . Fulierton,_��A.:-9�831 ..:. ...:.:.::::::.. . ...... ... ....... .......... - City of San Bernardino Master Facilities Plan Table of Contents ::. .:.::::: ::....:.:..: ................. SD-89 Proje�ct 7-C6 �9 ::;:< SI�9i0 Project 7-C7 260 :<:> >`:SD-91 Project 7�8 261 ::;:: SD-92 Project 7--C'9 262 :: <:SD-93 Project 7-CI D 263 :::::: SD-94 Proje+ct 7-Cll 264 ;;::; SD-95 Project 7-C12 � 26S :::;:; SD-96 Project 7�73 266 ;;; ;:::SIr97 Project 7-C14 267 :>: `::::'SD-98 Project 7-CIS 268 :;:; S1�99 Project 7-C16 269 :;::;: <SI3-10�0 Project 7-C17 270 ;;;;;; >::>SD-101 Project 7-CI S 271 :<: <SD-102 Project 7-Dl 272 ;::<: SD-103 Project 7 D2 273 ::>:: � <::: SD-104 Project 7-D3 274 :;: ' :SD-105 Project 7-D�4 27S :<:: SD-106Project 7-DS 276 : '<>SI�107Project 7-D6 2?7 '`; >::SD-108 Project 7-D7 278 ::::::: <:S1�-109Project 7-DS 279 :;:; ;! SD-11 D Project 7-D9 280 ;::;: SD-111 Project 7-D10 281 ::::'. <:>SD-112 Project 7-Dll 282 ;:;; >::SD-113 Project 7-D12 283 ;:;:; `::::S1�-114 Project 7-D13 284 ::>::: <:SD-IlSProject 7-D14 285 :';:: >::::SD-116Project 7-DIS 286 ::;:` <':S13-117Project 7-El 287 :; >;:SI�I18 Project 7-E2 288 ;:::: !:Sl?-119 Project 7-E3 289 ::::: `'SD-120 Project 7-E4 290 :;::; ':>SD-I21 Project 7-ES 291 ;::: ::::S1�122 Project 7-E6 292 ;:;;: ><::SD-123 Project 7-E7 293 :;;:: � <::; Revenue & Cost Specialists, L.L.C. Fullerton,_CA=92831 ... City of San Bernardino Master Facilities Plan Table of Contents ;::: ;:: >SD-124 Project 7-ES 294 ::;:: ;:< SI�12SProject 7-ESA 295 ;;:; SD-126Project 7-E9 296 :::<:: >::SI}-127Proje+ct 7-E10 297 :;:::: <:SD-128 Project 7-Ell 298 ::: >:>SD-129Project 7-EIZ 299 <; SI}-130 Project 7-E13 3pip ; < SI�-131 Project 7-�14 301 ;::::; >: SD-132 Project 7-E14A 302 :::;:: >:::S1�133 Proje+ct 7-EIS 303 ::!<: >: SD-134 Project 7-E16 3(� :;:; ` SD-135 Project 7-E17 30S :::>: > SD-136 Proje+ct 7-EI S 3p6 :> SD-137Project 7-E19 307 ::; SD-138 Project 7-E20 308 ::::> <:: SI�139 Project 7-E21 309 ::;:;:: >SD-140 Project 7-E22 310 :::<:: "` SD-141 Project 7-E23 311 `::' <:SD-142 Project 7-E24 . 312 `:`:::: <::SD-143 Project 7-E2S . 313 ::::: >SI�144 Project 7-E26A 314 ::::::: ;<>SD-145Project 7-E26B 31S ':':! S13-146Project 7-E26C 316 ::::::: S1�-147Project 7-E27 317 >;;`: SI�148 Project 7 E28 318 :<:::: <::SD-149 Project 7-E29 319 :>:`` `: SD-ISD Project 7-E30 320 ::'? ::::::SD-1S1 Project 7-E31 321 ::::::: SI�1S2 Project 7-E32 322 ' : <>:Sl3-IS3 Project 7-E33 323 »> !SD-1S4 Proje+ct 7-E34 324 `::>:: Revenue & Cost Speciafists, L.L.C. Fullerton,-EA:�2831 - City of San Bernardino Storm Drainage Fac�ltles � 164 T � .... ::..�: ........................................................:.::::::::::::::::::::::.:::.�::::::::::::::::.�:.�.�::.::.:�::.:iiii:.::.:::i:::::.::.i:::::ii:i�:.i:.ii:.::.::.:i::�i `: N ° ° � �, � ° � � 9 � ° � ° � � ° � � g � � � � o g �,°�,, o S; .; co v :?? O� �t �1 O� �. H1 ao o� `^ �. O N � i:�:� +.� '•7 :::.:�� h1 ^I `�1 oe p �O aG �i e� �'�i N R ti1 �: N '�C t� l� ti1 DC '�O V� ti t� l� Vi;i5::: O � �;:.. p, M � �'�1 `��p1. 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'.<`.`` "' >>:i � ;;�: ' �;: o a� ;,..................::::::........................... ;;;>: ... :.;:<. _ .. o.... .. <:>::i:::: � v Fii$ N �. �'1 O �. ob `n �O R iii::i � �i;'.%' � `q .'� ''':: � � � � � � � � � :::i:: � '.,..,. :% O O '� �� O N 7 � y vf - h h � y �9 �:: : �roa' :�: °N r+ � . " >. � .' � >. �::::> � � � � $ � � � � ::<::>:: � .:>: O ti 6 N p� :::::>:: � � �, � c�i �, � �, � :>:': � ;:::» O 8 N � ;::::: � � � � � � � $ � ':»`: �3 ::<:::> ; O � � � 8 0 N � >: ;::� m . z'::: � $ � � �°s $ � � $ ::<: � ;;;:: g O i i b a 8 N >::: cV ;: >::::>: . <:>: >::>: m >::: >:::: � >:<::>::>::»::>::::>:: o �.;:::: � u :::: ;c 8 : a Q �:;�:�:� N :: �4:�:�;:�: OV1 O � �0 :;: �i.;"::;:;�: � V0p:;�;��: y � ,�y d <:: �q :`::''s W . ii:: � '°>% y �:�: Q ::>::� � �j ':: N '1 r° :::: o. V p :�i:�% �i:�;:� y J y i�'i:i :;i: .0 i';:�i'i ` +.� :::;:::: i::: fr ;:::;: „� J y :::: � ��:��`�`' C � �:�:�5 C� !n p >:i' c O :' ° RS " O � : � N '��' � a o �:::` � ee a .. N M � � u�j � U ::;;::: � � � q � 44n � <::;::: ° •-- � .� a� '::>>:: � � � � � � � � � : y p 'o::«::: U :! 0.� ir w :::: Y 3 Y � .� 3 .� .� 3 .c ::..:. � , •1 •1 •1 • .1 � : : � � � :::::.� a a a a a a a 4 4 � � :: e�,,, y Q :� m � � : ' � : O ? ! ! �i h h h '� � ^7 � y � ?;ii? � .. � � �r �r .. � � ::;;r.:;:�;;::�i�;i�i�;i� N 4 � /O � �;`:;: ^�� Q� Q t:;;'; 1 1 I 1 I 1 1 I I ::;>:::..;::.;�::':: C q C C C O O C q ;>::::<s>:>:::>%%; O .; N ':�:` V � � �::r:: h Vl vl N! v] Vl � h y :i::�i;:�;::�;;:�:;;:�i 2 7 � •. � City of San Bernardino Master Facilities Plan Project Detail , Project Tide: Program: Project 3-12 Storm Drainage Collection System ': Suhmitting Department(s): Project No.: Engineering SD-01 Project Description: The component is a 72" to 45" storm drain line in Hunts Lane from an easment to Waterman Avenue then south to Carolina Street. Project administration,consisting of engineering, construction management and contract admuustration has been added at 30`�0. Contingency is included at 154'0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. � lustification/Requirement for Projecl: " ; These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ` dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences ofNot Completing Project. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after shorc bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::< default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,.:::::::::::::::::....::....:::::..:..............:.:..::.:..:::::::::::::.::.::::::,.:::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::::::.::::::::::.:::::::::::::::::::::::::::::::.::::::::::::: 2010-11 Tora! PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build out Years Design/Inspection/Administration $0 $0 $0 $0 $448,700 $448,700 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,495,650 $1,495,650 Contingency $0 $0 $0 $0 $149,570 $149,570 EquipmendOdier $0 $0 $0 $0 $0 $0 '`: TOTAL COST $0 $0 $0 $0 $2,093,920 $2,093,920 :: .......................................................:.:.:::..::.::.::.: Potential Funding Sources: 171 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San : ; Bernardino County Flood Control District. 't <::::::::;:>:..:i: ;,:.:.;:>:.>::;:::>::>::>::;:..;::>::::>:.>::;:.:.:::>:;. >..::..::.>:..:::.:: . ;:.>:.. . . . ; . . ;. _ :(.3.. .._.:.:::...:.:::::.:::::::;;:;;:::;;:;:.;;<:;::::::<::::::>::>;::;:,;,;:::;:;'::;::;:<::::>::::»>:.>::>;»;:';::;>::>:.::.:::::;;::...:.:.;:;::;::<::;<::>s::>:>:»::::,:::;;::;»>::::>:::;':::'.:::::<:::.::::>;:::z:::>::;>::>;;::;:;<::<:;::>:::::::<;:..<:,;_:-<� :>:::. ..<: : ;:;:>::;:»::;:;:::;;:_::;:::: _ _............................................_.....:..........................................._....:.::::::::.:::::::::::::.::::::::::::::,::::::::::,:::::::::::.::.::::::.:;:.;:.;.;:::::::::::::.::::::::::::::::::::::::::::.:::::::�.,.QCd�#C!'•x:��::..:::::.::::.: City of San Bernardino Master Facilities Plan Project Detail .; ,:, ;,, Project T�de: Program: Project 3 13 Storm Drainage Collection System Submitting Department(s): Pro%ect No.: Engineering SD-02 Project Description: Construct an 8' X 6' reinforced concrete box to a 39" storm drain line at Hunts Lanes then down to Barton Road. The line cuts into Line D just north of Barton oad in the easement to Waterman and ends just west of San Juan. Project admu►istration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 1540 oF construction costs. 1us�caGon/Requirement for Pro%ect: `: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detacheci dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to _:< flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :> default to the "Build-out'� column. All costs are at nominal at current 2006-07 dollar value. ; . . ::::;::;: ...:. ,;:::; ;.::.:... . ,::.. : ..:::.;:.;:.:..::...::...... ......;:.:::.;:.;:.;::.:. -:.:.... _ 2010-l1 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Yesrs `: Design/Inspection/Administretion $0 $0 $0 $0 $586,030 $586,030 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $1,953,430 $1,953,430 i Contingency $0 $0 $0 $0 $293,010 $293,010 EquipmendOther $0 $0 $0 $0 $0 $0 < TOTAL COST $0 $0 $0 $0 $2,832,470 $2,832,470 :::: :;.;;:::::::::.:::..::•........................................................................................................................................................................... Potentisl Funding Sources: 172 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibiy some support from the San Bernardino County Flood Control District. >>3EIQ6.. ,: ...:... ;.;..,:.;,,:.:.. . .: ;; :. ....:::: :.: ::.:::::::::.: ;.................:: ;;;: ,..,.... .. _(r).......::>........ . . :.::...::::.::...:::::.:::.::;;:;.: .............::: s<_�.x.:.:.:::.:..::....:.:'..;::. City of San Bernardino Master Facilities Plan Project Detail _ g _ Project Tide: Pro ram: . Project 4-1 Storm Drainage Collection System `: Submitting Department(s): Project No.: Engineering SD-03 Project Description: Construct s 42" storm drain line in Richardson Street from San Bernardino Avenue to the Santa Ana River. Project administration, consisting � of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15�'0 of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered.with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Proiect Tirning: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ': consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;::.;:.;....................................................................................................................:.:.:.::::::::::.:::::::::..::::::.::::.:::::.:::::::::::::::::::::.::::::::::::::::::::.:::::::.:.::::::::::.:::::::::::::::::;�,.;:::;.;;:.::.;:.;::.;:.;:.:;:::>:<:>:::. i 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years ': Design/Inspection/Administration $0 $0 $0 $0 $37,320 $37,3�0 : Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ConstrucUon $0 $0 $0 $0 $124,390 $124,390 <:: Contingency $0 $0 $0 $0 $18,660 $18,660 EquipmendOther $0 $0 $0 $0 $0 $0 :: TOTAL COST $0 $0 $0 $0 $180,370 $180,370 �<':: ,::.::.:::::.:::::::::.::::::::::.:.:.;;:.;;:.: ; Potentia(Funding Sources: l 73 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San: Bernardino County Flood Control District. ;;;::. ,e.,. ;:: :::.::.;:::;.>:;:'. <( 3:. ;;:::.: . ;.;:.;.. _:.;::....;::.':::.::..::::;:.: . : .:::.....::::::::::::::.:: .::::::.: .:::::. ........ ........::.............. ........................... ,::..:. ......... ............. ..... ..::.:::.::;,;:.;:.;:.;:;>:;•;::.;:.>::;:.:;.;:.:>;:.;:;.>:.:;.;;:;: - >=:�bg1;�:ZqOG:?:::?>:<r'>':i:>?>`' City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 4-2 Storm Drainage Collection System Submitting Depar�men[(s): Project No.: ; Engineering SD-04 : Proiect Description: The component is a 72" storm drainage line in Mountain View Avenue from San Bernardino Avenue to the Santa Ana River. Project administration,consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15�0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City•'s e�usting inventory. Jus�cation/Requirement for Project: These improvements are neecied to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commerciai and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and >: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as roofrops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Pro ject Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ; consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;:: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. � 2010-1.':::::::::::::::::::::.Total:.:;;:.;:.;:.;:.;::::::::>:<: PROPOSED 2006-07 2007-08 2048-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $90,170 $90,170 '. Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construc6on $0 $0 $0 $0 $300,570 $300,570 Contingency $0 $0 $0 $0 $45,090 $45,090 EquipmentlOther $0 $0 $0 $0 $0 $0 .....: :::>:[::>`: ` ` TOTAL COST $0 $0 $0 $0 $435,830 $435,830 ;;::;;:: :::::::::::::::::::::::.:::::::::::::::::::::::::::.::.::.:::.::•:;:;.;:.;:.;:.;;;:•:>::>::::> `: Potential Fanding Sources: 1�]4 : Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San - Bernardino County Flood Control District. • ::::::;;::::;i�?;iii:?;f::;i:;i:;i;:iii;;i:i�:?�:�:`::ii::i;::;i�;��;i:i;:;i:;5i:i:;>:;:::;,ti:i;i:i;i:�;::;::::;>;i;:�;:�;;::i:ii;ii<�;;::2:;i:i:ii;ii:;i;:�::::;:::;iiii:i;:;�;:iii:;;::i;:;;:i::;;::;:;i:ii;i:::�;�::i;G;i:;iii:;i;i;>rt;;;;ii:i:;:::;;�:;::=:�;i:::i:i::i:;ii;i::�;i:;::;::;i:i;;:i;:i�:::';::;;::;::;::rd:;;;::;::;>;:�::;::;2;;i:i;:i;:;;:;;:::;;;;t;;;c::.;::;;:�;::.;::;;;:.;:.;>;:;::;:�;i��: (.3 _ ::..:.:::. > ;: : : City of San Bernardino > ; Master Facilities Plan Project Detail ; ;.., _ _ _ _ .:. i Project Tide: Progrnm: Project 4-13 Storm Drainage Collection System Submitting Depanment(s): Project No.: Engineering SD-OS Pro�ect Description: Construct a 36" storm drain in Tippecanoe from the Mission channel to Victoria Avenue. Project administration,consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15�0 of construction costs. Justification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached - ; dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create signif'icant amounts of runoff that must be dealt with safely and : quickly. ' Consequences of Not Comp/eting Project. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of.impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Documenl: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, < consisten[with General Plan requirements was not included in the scope of this engagement. Thus all project costs �: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. .......:...:..:::::::::::::::::::::::.::::::::::::::::.:..:::::.::<.;:.;:.:;:.;::;;«:.;::.>;;;:.;::::<;<;:::.;;:,.;:.:»<»:<. ' 2010-I1 Total PROPOSED 2006-07 2007-08 Z008-09 20a9-10 rhrough a11 _ EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $10,120 $10,120 Laad Acquisition/Right of Way $0 $0 $0 $0 $0 $0 `: Construction $0 $0 $0 $0 $33,740 $33,740 ' Contingency $0 $0 $0 $0 $5,060 $5,060 : > Equipment/Other $0 $0 $0 $0 $0 $0 ...... :>:>:>: ;:«<;:: TOTAL COST $0 $0 $0 $0 $48,920 $48,920 :::>::;; ............. .................................:.:..:::::::::.::::::...:::::.::::::::...:::::::.:::<.;:;.:;.;:;:.::.;:.;:.;:.;;:.;,.;;:.;:.:;;;:.:;.;:.;:.;;:.<:>::>::::: Potential Funding Sources: � Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ' Bernardino County Flood Control District. �:�:::i:;i L�'`��;;i:i;:i;��i�;i.`.:i:ii;>'::;i:i::;:ii;'iii'`i'.i:i��.��:;::'i::i;iii:`'i`::::.;ii;:':i`;:::i;i'r;S:.i:•:::::i::;;� ��:;.�:.�-- ::: �:��;� ��-:::: -->;:: !::ji ..:`-� ;i: ::�::;: ;;i;: 3:.:�.:.�.. ...;:i ...:��..�:..:.::::.;.....:.:::::......;:::.::. ....:.>. ..::r.'::::::i. "::::::::;:'::r>::>:.::::>.;:r. '.::.....:.: ...... .:;i . i�.i"i .:.;iii .,'i:i ;_;' ;: �..i.ii .,�C�I �,:. �:_. :::::i . City of San Bernardino Master Facilities Plan Project Detail :..........:.. . ........ ......... _ Project TiUe: Program: . : Project 4-14 Storm Drainage Collection System : Submitting Department(s): Project No.: Engineering SD-06 Project Description: The component is a 39"to 60" storm drain pipe in Tippecanoe from Coulson Street to the Mission channel. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15�0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. 1us�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to khe net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase[he City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs � default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,.::.::.::;;;:.;;;:;;:.:<;;.;;;:.;:.;:;.;:;.;:.;;;;;;:,.;:.;:.;:>:::;:>::: 2010-11 ToW PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Bui1d-out Yesrs Design/Inspection/Administration $0 $0 $0 $0 $93,140 $93,140 ': Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ': Construction $0 $0 $0 $0 $310,450 $310,450 Contingency $0 $0 $0 $0 $46,570 $46,570 EquipmentlO�her $0 $0 $0 $0 $0 $0 ;::;;: >;:>:::;> TOTAL COST �>%> $0 $0 $0 $450,160 �450,160 `>::»>:' 0 ......................................:::::::::::::::::::::.::::::.::::::::::::::::.::..:..::::.::::.:::.::::..::::::.;:.::::>;<.;::::;;:.;:::.;:.:<.:::::;;:;<::;:.>;;: ...........::::::::::.:::::::.:.:::.....::::....:::;;:..:::;:.;:::::.::;::.;:. Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ' Bernardino County Flood Control District. : _::.:::. '"': _ _ . . . ;...._(c3.::`'>;:`. ; ;`'"<:;::::>:`i:>'>:::::::`:'::`;::::>[^'r':::>>>::::::::>`:;';::;c>`;::::r�:>.>:::;:;;:::>:.>:;:;:;::;:::>::;`:`:`::::::>x`':;:>>i::;..;;:i.`:':.>::::::"r>: .;>:::>:::::;>:'::..:::::. ..::: ...::;._::;>:;.<.:>:;...:..: ___ �......... ... ... .; ... .....:..•..;;;;:.:�.::.;:;::.;.;:.r.::..:�;:::>::>�:::::�::�...... :;:r:....;>;:�:: �.;:::::.>::;::;�.�.�.,::r.: ..::;::>:::;.;.;:::r.;:::.r'`?:::'r'.:` .��-.:..`.. ..:.: -.::. --��::° >f�bfadZS��00G<;.....�:� .`> City of San Bernardino Master Facilities Plan Project Detail , :. :: Project Tide: Program: Project 4-15 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-07 Project Description: Construct a 48" storm drain line in Richardson from Gould Street to the Mission channel. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`Yo. Contingency is included at 15% of construction costs. ' Jus�cation/Reguirement for Project: These unprovements are needed to provide efficient and timely storm water removal.�Storm water will increase in amounts proportional to the ; amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. .: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ; consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ::.::::::::.:::::::::::::::::::::::::::::::::::::::::::::::.::::::::::::.::.:::.::::::::.:::::.::.::.::.::.::.>;.:;.;:.;::::>::::» 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build�ut Years Design/Inspection/Administration $0 $0 $0 $0 $46,820 $46,820 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 . $156,080 $156,080 Contingency $0 $0 $0 $0 $23,410 $23,410 ; EquipmendOther $0 $0 $0 $0 $0 $0 ... <.:<>; <::<>;::> > TOTAL COST $0 $0 $0 $0 $226,310 $226,310 ; ......................................:...::::::::.:::::::::::::::::.:::::::::::•::.:::.::::::;:.;:.;:.;:.:;.;:.;:<.;:.>:::;:;:;.;:;.;:.;:.;:.;>:.;:.:;;.;;:.;:>:<-»>: Potential Funding Sources: 177 Storm Drainage Development ImpacE Fees, General Fund recipts, inter-governmental grants and possibly some support from the San • Bernardino County Flood Control District. .:.;itii::ii�"';.:'f`:i::`:�':?:`:;ii::�:ii��'�:'li:;iiii;i::;i>i>:;>:J�.��.:�':iiii;:`'ii'`.'�:.iii;:`:ii:`;::>`'``;.;>;i:::;i;i;;i:;::��:�.,..i:;:��`:i;;:�;:;:'iii;ii';:::::;�`''�::;;i;i>i::ii;::;::i,�"�':i:ii;ii:";:Yiiiii;::::.i':iiii[;:ii`>: .�,,.�>•�;^i:�ii:;:'�: .:.�..._ _:. ..;��:;�:: �... >�i� _::�.:..::::;:?;'i (3.:.::::::::.:::::.::::::::.::..::::::.::.:::.:..,,,..:.................:.-._::;:::::::::::::._:.:::::..:::..........._.......:..::::::,:::.:::::::.:::::.......................::::.:::_:::::::::::.:::::::::::::::::.. .,... . _ ,,,::..........:: _............................................:..:,.:::::::::::..::::::::::.:::::::::::::::.:::..::.:;:.:;<.;;:;:.;:.;::.;::,:;.;;;:.;;:.;:.;;:;.;::.:;;;<::.:::::;:.::.;:.;:.;:.;;;;:.;:;.;:.>;:;;;:::;.;;:.;:;.;.;;;;:<:;<::::::::::::::::::.,.:.::=:::. wo6:::::;:;:.;;:;.;;�.:.: �tt�sy,. ,_.::::...::::::::.> City of San Bernardino Master Facilities Plan Project Detail _ . , > > Project Tide: Program: Project 4-16 Storm Drainage Collection System Suhmitting Departmenl(s): Project No.: Engineering SD-08 Project Description: Construct a 48"to 72" storm drain line on Mountain View from south of Chula Vista Street to to the Mission Channel from the San Bernardino ::: border with Redlands from I-10 north. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30`Yo. Contingency is included at 15�0 of construction costs. Just�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn dureases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to ': increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to a: flooded creeks, washes, gutters and drains. � Reference Document: Project Tiaung: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :� default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. , ,..:.. .. ;;;> 201a-I1 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admirzistration $0 $0 $0 $0 $68,040 $68,040 Lend Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $226,800 $226,800 < Contingency $0 $0 $0 $0 $34,020 $34,020 >: Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $328,860 $328,860 >::: ,:: :::.:.:::::::.::::::.:::::::::::::::::::::::::::::.:�::::::;»:>:.;;;:.;:.;:.;;:.;;>:;;;:>;:»»::::: : Potential Funding Sources: 178 : Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San : ><''#?< Bernardino County Flood Control District. `::>:::' `: ?' _ .: , %' ! � �.:.:�:....:.:.;.�..>.'f:.�:��:.>.:�,::::>;::>'`::r'::`:::::r:::�<`:�`::`.':.:.>::; � � � � : .:.,::;��'r��>`'.;::i:�::;::::>:::>:E:>':::.;"'i:i>..:..>E;.;::>:>:� �� ::::� :�._ .._. .. :: �.3 :.;. ..::::::... .... :.;::::::.:.::::.: ; :<>. >:: ; ,< :.�� >: <:: City of San Bernardino Master Facilities Plan Project Detail _ _ . Project Tide: Program: , Project 6-C1-02 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-09 Project Description: Construct a 78" reinforced concrete pipe storm drain in Sterling Avenue. The San Bernardino portion is from 3rd Street to just south of 7th. � ; Project admuustration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is '> included at 15�O of construction costs. < lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Decached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timitsg: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, `: consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :' default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,:::2010-1.':::::;»;:;.;;:.;:.;;:.:;:Total°:;.;:;««.;;;::>::>::>:: PROPOSED 2006-07 2007-08 2008-09 2009-l0 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $343,690 $343,640 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,145,640 $1,145,640 ; Contingency $0 $0 $0 $0 $171,850 $171,850 EquipmendOther $Q $� $� $� $� $� � ;;_;::< ... '� TOrAL COST $0 $0 $0 $0 $1,661,180 $1,661,180 :;;:z:::: ,:: .........................:::..::::::::::::.::::::::::.:::::::::>;;;;;:;:.:;;.::;;:.;.:::::>::::::::.::.:::::::::;:::.::::::::::>::::::..«:.:>;<>.<: ::::::::..::;;::::. Potential Funding Sources: 1'] Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ' Bernardino County Flood Control District. > , ;' ''":`:;:ii��':::;'i:ii;�;<iiiiiii;si"`::iii:iii:i`.�`;:i`i:��:i::ii.:"�:.i:;i;iiii''��.;i:::";'::i::ii>ii;>:`'iiiii;[ii::�:i;ii;iii:i:i;:':.'i<.i;i:iiri:ii;':i:; ��.�.��;i� ......:.. :: ::: :ii �i>� .� .;::i . ::::: � :�-::::,.,: .. . ....: �: :::��.:::::.....:::.�:::..:::..'...::::.::'.:'. �:::.::. ....::::..:�:::.:....,.::•::::.:.;;::;::i:::�>::::ii::.'<:[::[:' ...� :..:>..:_..- .:'i _...::: :: �:: ... . ':: ':. .; �"06iD�82��`00� . ,<::•, City of San Bernardino Master Facilities Plan Project Detail g.. ,:.:. .. ` Project Tide: Pro ram: "` Project 6-C1-03 Storm Drainage Collection System Su6mitting Department(s): Project No.: ': Engineering SD-10 Project Description: ' Construct a 57" to 27" reinforced concrete pipe storm drain in 6th Street from Sterling Avenue to Grape. The San Bernardino portion is from Sterling Avenue to McKinley. Project administration, consisting of engineering, construction management and contract admuustration has been added at 303'0. Contingency is included at 15% of construction costs.. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Projecf. Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::< default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. � :::::::::::.:::::::::.:::::::.::.:::::;:<.;.;:.:::.::.;:.;:.;;;.;:.;:.:;:.;:.;;.:.::.;:;;:.;;:.;;;<;;::>::>: 2010-I1 Total PROPOSED 2006-0� 2007-08 2008-09 2009-10 dirough a11 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $185,160 $185,160 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $617,210 $617,210 Contingency $0 $0 $0 $0 $92,580 $92,580 EquipmendOther $0 $0 $0 $p $p $� >::::> :::::: < TOTAL COST $0 $0 $0 $0 $894,950 $894,950 ............. ..............................:.::::::::::::::::::::::.::::::::::;:;:;:.;:.;:.;;:.;;:.:::.>:.;:.:<.;;:;;;;:;.;:;•;:.;:.;:.;:.;;:.;>:::»::>::: Potent�al Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ' Bernardino County Flood Control District. � i`.':.�':�c.:`:i.°:ii;iiiiii`;Eiii"r'�:;:::ii;;;::ii'ii:i;.�;:;:i:iir:i;E;iE;':";:;:;:i;ii.i;":�.;:i:;i��..;ri"�`.;:;:i;tiii;::.;:i2iiiiiiii'E�:.:ii;::i:::;;:;i::E,;>;ii;:::::;i?;:;:?:i.i,�:`:::;>;;;ii;?i;::;i'...::i;:;:;••i::;?:1.�':i::.:i: �� :i�, ..�:;:< ..::: :.;.. �.:-::.; .��.;:;:i�i . ..: -.:: �: .,._. _ ..�;�i:: . � �.:��; ,().:::...::...:.:::.:::::.::.: ..... ;..,;;:;:::::.:;:;:::;�.;. _::.:::;;:.:;::..,;:;:.;;::;>:::>:.;>:>::>;::>::;::::>;;:>.;:<:::>::;:::::::::: :.:::::.<.; . :::<: ,.::::... _.. _..... ::::....... ..:.:: ...... ::. ::: ;:. ; : oca�r��nls: _, ;:: City of San Bernardino Master Facilities Plan Project Detail . :......... . . .. ;.:::. ..::::::::..:..:.:.::::::. Project Tide: Ptogrsm: : Project 6-CI-04 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-11 Pro ject Description: Construct a 30" reinforced concrete pipe strom drain in 3rd Street from east of Lankershim to Sth at Liner Court. Project administration, consisting of engineering, construction management and contract administration has been added at 30`Yo. Contingency is included at 15`Yo of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached _ ; dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and afrer short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, � consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. Ail costs are at nominal at current 2006-07 dollar value. ,:......::::,:..:...::::. ...............:.:::::.::::.:::.::::::::.::.::::.:.2010-11:::.;;;:;:;;;.::.;:.;;:Total;;::.::::::;:..;>:.;;:.;: PROPOSED 2006-07 2007-OS 2008-09 2009-l0 throudli a!l EXPENDITURES Build-out Years Design/Inspection/Adnvnisttation $0 $0 $0 $0 $182,800 $182,800 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $609,320 $609,320 :: Contingency $0 $0 $0 $0 $91,400 $91,400 >:: EquipmendOther $p $p $� $Q $Q $O "```'`` TOTAL COST $p $p ' •'•. �� $0 $0 $883,520 $883,520 :::::::.::;.;: ;:.;;;:.;:;.:.;:.;:.;:<;.;;;;;:.;:;;;:.;:.;>;::.::.;:.;::>:::;.;:.;:.;:<;::.;:;.::;.;;;:.;;:.>::.;::;.;:.>:.;;;;;:»::<»: Potentia!Funding Sources: 181 � Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San � Bernardino County Flood Control District. ' :.:i;i:.:;i::i��:';::i:[:;:i:;ii;;::?::;::;;:;'>:i;G;::;:.:;;;:::;;��;:;i:i[;;:::i;`ii:;;ii:ii:�:;:;i:i:::::i;i:;;::;:�:�::;�:::;::::;?:'Yi:�;:�3::i::::::;::;:;iiii:;::;::i;:i;:::;::;%:i;:::::;:::;:;::;:;::;5::;::;::;::;::;:;:i;f�;:�i:i:::::iF;:�;:;:::>;;?:;;:;;::;;;:;::2:5[:>2:;i;;:::;:;;::;:.;:::�:;;:;:;;;:::�>;;;;:.;•::::::.;:::::::;:::.:::::::::::::::::::::...:...;iii`[;;;: (:i: ......:.::>;;;::.::.;;;:.;:..:...:::.; - ; ;:.; .:.. ::; ;;:;.;;;;:;.::..:.>::::»; :.:;.<:;;.;:;;;:;>::>::>::>:.;:::....:. .::.;::.....,:.;.:;:;.::.:::.;::;,.>: ....... ,,. .. . .. :.. .::.: >:.:.:....:.::.:;::>::r::>::>::;::...::;:::;>:;;;>s::<;:::>.>::::::::.::.::;::::>�:>:<..�»Oett�et:?Op&<:<:::<:>::::>:«:;::>:<:: :: :' City of San Bernardino ? ; Master Facilities Plan Project Detail Project Tide: Program: . Project 6-C1-OS Storm Drainage Collection System Submitting Department(s): Project No.: ': Engineering SD-12 Project Description: Construct a 27" to 24" reinforced concrete pipe storm drain pipe in Constellation Court from east of Lankershim to west of Cargomaster Court. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15� of construction costs. lust�cation/Requiremen[for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/waikways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ': flooded creeks, washes, gutters and drains. . Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. :.::...::::::.::::::::::::::.::::::.::::::..:::.::.;:;<.>:::,;;:.;:.;:.:;<:;:;.;:;;:.;;;:.;::.;,;:.;:.::::>:>;:: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009=10 through aI1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $111,750 $111,750 Land Acquisirion/Righr of Way $0 $0 $0 $0 $0 $0 : Construction $0 $0 $0 $0 $372,490 $372,490 '.: Contingency $0 $0 $0 $0 $55,870 $55,870 >' EquipmendOther $0 $0 $0 $0 $0 $0 : :::;:>::;: ;:<;:; :<;:»:> <>`:�; TOTAL COST $0 $0 $0 $0 $540,110 $540,I 10 _...........:.:::::::::::::::::.::::.:::.::::::::::::,:::;;;;:;;.:;;;:.;;:.;;;:.<:;>:::;< Potential Funding Sources: 1 g2 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' >`:...c`:;`.:::^ >::>::>:::: ',:.::::>`.::::;:`:.:::::..` <::>:.::::::>: ...... :. ;: >:.;> ;::;;.::::>;::::::: ::.�:;;;:^: >::::.:: : ::.:...::>;::. :..... .:..:.:::>':<::: ,..:.(.�....:...::::::.:...:.:..:::::::::::::..::::.:.:::::::.:,....:...:::...:.::::::::::::::::::::..:.....:...:....:::..:.::.:::::::.::::::.:...._::_:::...:::.:::.:::::::::::::.:..:::.....::::::::::...:::::::::::.........:::...::::.. .:.:...:..:: ,::.::::::..::.: __.. ; City of San Bernardino ' Master Facilities Plan Project Detail Project Tide: Program: Project 6-CO-01 Storm Drainage Collection System - Submitting Deparcment(s): Project No.: ': Engineering SD-13 Project Description: Construct a five foot storm drain in an easement north of North Fork canal. Project admu►istration, consisting of engineering, construction management and contract admuustration has been added at 30`Yo. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: . These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a mutor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :' quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Projec[Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;:.;:.;:�;:.;;:;;.;:,::;.;:.:;>:.;:;.;:.;:.;:;.;:.;:.;::>:<:>:: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through aI] EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $273,530 $273,530 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $911,780 $911,780 ": Contingency $0 $0 $0 $0 $136,770 $136,770 >::: Equipment/Other $0 $0 $0 $0 $0 $0 ::.: »::>::> ' TOTAL COST $0 $0 $0 $0 $1,322,080 $1,322,080 >:':::::: .......................................:::::::.:.::::::::::::.�:::::::,,,:::::::;.;:.>;;>:;:.:.;:;:.:;.;::.;:.>:.;;;::::>>: . Potential Funding Sources: 1 g3 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ;;�_>::>::::>::::::`:::::::»:<:>::>::::::::>:::>:::<:>::>::><:::�:>: :>::<:::>::::>:<::::::::i::::>::»::>::>::»::»:::>:�:::':z:>:<:::::>:::::<:::<:::::>:::>::>::>::>:::<:»>::>::>:::>:s::»>::::::<:>:::::>:::::>::>::>::»:::>:::<::::>:::;;::::>:::>::::>::>:;:.>;::::>::»::>:::>>:::<::>::>;::»»::»:;:::>::>::>::>:<:»>s:::>::;:;;:<:>::>::<»::::<::>:;,:;:>:::::;:.::.;;:<:>:::>::: �:�,.:.::::. . ::.:>;;;:..;:..::,..;:;::.:�....... : .:::::::.:. .. :.;;: .:;:.: ;.Octcher.:.... :::.:::.::;>:»^>:; :.:::...::.:::::::::::.:::;;;::::::>::>:::.:::;:>.�: City of San Bernardino Master Facilities Plan Project Detail ,. Project Tide: Program: Project 6-DR-00 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-14 Project Description: Construct a 20' to 6' storm drain in an eusting channel just east of Conejo Drive ending in the Daily debris basin. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�'0 of construction costs. :: Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ' dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after shorc bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, : consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the "Build-out" column. A11 costs are at nominal at current 2006-07 dollar value. ,:.::::.;;:::::::.::.::.:;:<.;;:.:.;;;;;;:.;::::.;;:.;:.;:<.::::::»:>:<; 2010-II Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Adaunistration $0 $0 $0 $0 $7,004,320 $7,004,320 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construcvon $0 $0 $0 $0 $23,347,730 $23,347,730 : ::::: Conlingency $0 $0 $0 $0 $3,502,160 $3,502,160 ': : Equipment/Other $0 $0 $0 $0 $0 $0 <.;:. <:>:;>::: <::::;' TOTAL COST $0 $0 $0 $0 $33,854,210 $33,854,210 ;[:;:; ...::::::::::::::::.:::.::::.:.:.::::.:;;:.>::: Potentisl Funding Sources: 1 g4 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' .::::>;::..:�.::>::::..;:.>::::.: ,:i::::>;;::.:.>::. :r:;:;:::;;:.;.:::..: . . ,.::.,:::,.:r :::: ;.; ::.:.::... ..::.:..: ;:.. .;(c 3.:.;::;::;»>::.;:>.>:::::::::>:;::::>::;:'::............:._. _ .. ..: ;:;<:;::::::;;;:;;.: > . ;.:.:.;.;.;.,:::.:.::.: .::::. . .::;<:; ::;•:;:.':. :: ;:':..: ::::.. ;:.:: :::::::. ; ::...:.::.:>:.::.::.;::::.;:: City of San Bernardino Master Facilities Plan Project Detail ::; _ Project Tide: Program: Project 6-DR-OI Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-15 Project Description: Construct a 72"to 24" reinforced concrete pipe storm drain in Base Line from Del Rosa channel to Del Rosa Avenue to Bessant. Project � � administration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15`Yo of construction costs. Jus�cation/Requirement for Proiect: : These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'udtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The tuning of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;;;;;;.....................................................................................................................................::.:::::::::::,:::,.::::.:::::::::::::::::.::.:::...::.:::::::.:::::.::::.::::..2:::::.._:::.:_:�»::.:.:.:::::;.;:.;;:.;;:.;:.;;;;:.;:.:<.::.:.;;:.;;:::>::>:::::: O10 11 Total PROPOSED 2006-0� 2007-08 2008-09 2009-10. through all EXPENDITURES Bui1d-out Years Design/Inspection/Administration $0 $0 $0 $0 $640,210 $640,210 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ;>;>;:::: Construction $0 $0 $0 $0 $2,134,030 $2,134,030 Contingency $0 $0 $0 $0 $320,100 $320,100 > EquipmendOther $0 $0 $0 $0 $0 $0 <: TOTAL COST $0 $0 $0 $0 $3,094,340 $3,094,340 i: .................................::.:.:. Potentlal Funding Sources: i 85 � Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' >;:..:..::.;::..;:.;:.;::,;:.;::::.::....::.::.:.:.:::::.:::.....::: :.:: ...::..:..:... ;:...:.:... :...:::.......:.:. ....... :.:.::.::.::.;:.;:.;:<.;:..::.: ::..:::::.;:::.;:.;::: ::..:.:::::,.. ;.:::`:.::.:::..'...;,:::.;: ; :::>::»::::c :�;.:s�::.;:..:.::;:.:::>:�>::S.s>�<:;:::::;;:.;:;::..;::>::>��r.;::<.::::;;<:�;:: . :..;>;;:;� � ..: , , �� . - ..�.,.:� � �.. ��......... ........ . .�-..:...::..:.:..:::.........................:.:.:..:::.... .........._::::...::;;......:.::...::.......:....:.: :. , :.,:;.>:-:�::::...,�.:;::�: :...............................:.::.:::::.:::::::::::::::::::::.�:::::.�:::.::.::::::._:;::..::>:::::::�::::::::::::::.::::�:::::::.:::::::::::.�::�::..:.:.............::::::::::::�::::::::::::::.�:�:::::::.��::::_.,:.,.............::>::.:::::�::�OCYO�CIo�ii:;i::;:t::;;S;Y::;:ij: City of San Bernardino Master Facilities Plan Project Detail , . ......... . , :; :;. , Project Tide: Program: Project 6-DR-02 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-16 Project Description: Construct a 87"to 45" reinforced concrete pipe storm drain in Highland Avenue from Elmwood to just past Arden Avenue. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30�'0. Contingency is included at 15`�0 of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff ccefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, pazking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to <: • flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ':'' defaul[to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. � 2010-11:.,,;::.;:.;:<;.;;:-;;:.;:Total;;;:.;;:;.;:-;;:.;::::>::::>:� PROPOSED 2006-07 2007-OS 2008-09 2009-10 through a!1 EXPENDITURES Bui/d-out Years Design/Inspeetion/Administralion $0 $0 $0 $0 $929,780 $929,780 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $3,099,280 $3,099,280 Contingency $0 $0 $0 $0 $464,890 $464,890 EquipmendOther $0 $0 $0 $0 $0 $0 ,::.: �>::;>: TOTAL COST $0 $0 $0 $0 $4,493,950 $4,493,950 :::::::::::::::::.:::::::.::::::::::.:::..:.::.:.::::.:::::.:::<.::.:<.::<:>::»: Potentia/Funding Sources: 1 g6 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. . ' � �::>:::::::��<:;:::;:<:::>':;>::;::>«:>::::::>::::::>�::::-::::>:::::zz:::<':::::::r::::::::<:>»�::::<:::>:�:�:<��:;:<:::::>:::::::::::>::>::::::>�:::>:::�::>::>::::>::»:<:::>::>::>�>s::>::::::>��::�:::<:>::::;:::::::<:::>:�>::>::>:::;:><::::5»::�::>:::<:>:::`::«:::s:::<:>:::<>::>:::<:>:::<::F>:::::;;::>::»:::>:::>::>?:;<:�:::i:>�:::::><>::>::»�<:::>:::z:;:,.:>::»>�::<::;:::.>;:.>:.:>�;:.::;:::;;�.;;::.>:�:�:�:�:�:� ''.::::�:� ..... ..'.>:.>:'..::.s::;::.>::... .::::.::::::.: .::::::::;., . . .:. ...:.:..�:. .:.:::.::'....� ...::. . .... .::::.............. .:..::::� .,-....... ..: �....:.::::::.::: . ::'.;�..:::�.: . ...�::::.: .:...::�::::.::::. . .....:,..... ...........................::::.::::. ............:...::::::::.:..:..............::.:::::::::.�::::�>:�:::::�:::,.::...:.:�.....:.:::::::::::::::::::.:r'�, �.. .. ::.. ..��:�:::::: .. .....::::.:.�:�:::: ..... � ::::��:.::::.�::::: .......:.:..........................................................................._:�:::::.:�:::::::::::::::::.::: ..'_'.:::..:-.iC:..,..::.�::�::.::::::::.::: City of San Bernardino Master Facilities Plan Project Detail _ ..:::::::::...:.;::. Project Tide: Program: Project 6-DR-03 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-17 ,....: ..... Pro ject Descrip[ion: ! Construct a 45"tp 33" reinforced concrete pipe storm drain in Osbun Road from Highland Avenue to Pumalo Road into Sterling Avenue up to East Date Court. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`Yo. Contingency is included at 15% of construction costs. 1ust�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Documenl: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::s default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,.:::.:::,:.::::::::::.::::::::.;::.;;;;:.;:.;:.;;.;;;;;:<:.::.::.;;:.::::<:.::::.;.;::;::::::..:;::»>::: • 20J0-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through a!] EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $447,270 $447,270 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Constructioh $0 $0 $0 $0 $1,490,900 $1,490,900 Contingency $0 $0 $0 $0 $223,640 $223,640 Equipment/Other $0 $0 $0 $0 $0 $0 > TOTAL COS >::>::> T $� S� $0 $0 $2,161,810 $2,161,810 .....................................:::.:•::::::::.:.::::.:::._.:;:.>:.;:.;;:.;:.;:.;:.;:.;:;:.;:.;:.;;:.;:.:;.:>:::>.:;::::;::;:::>:::>;::>:::<:>::>::>;::>:<:>::>::>:>:»:;::;.:::; Potential Funding Sources: 18,7 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' :»::��::�::::��:�::�:::::::>::::><::::�><:;>�::<i::::::z:<�::>::::>::::>::::>:::�:::>:<:>:::;;:z:>::::>:::`::`:><:::>::;::'::::>:>:::>�:`::;<::::>::::>::::>:::::>::::>:::�:<:::>:>::z:::<:::>:;:;::::>::::>:;»::::>::>;<;:::::::::>;;�<:::>::::>:;�::>::»»::::>:>:::>:>::»:<>::z:::»:<::.>:.;;:�;:;:;:>::.;;:.»>::;::>:>,.;::;:;:>:.;:;.;�::::;:.:::;.::�::�:::.�.�:.:::.:.;...:.::..:.:......:..:�>::::;�:: (03..... ...... ..;::::::>: >:r;::: :<::::>::, .::: >::>::>:;; . ::::::;>,r::::: .::::'r"`.:.:::..:::::;::>:: »»>':.:•:;;:.,;:. ; ...,_ . .. » .......... ..... ,.;..:...::................:.::::... .. .... ;::>:;.. .::.:.. ......... � ... ;:;. .::,. _ City of San Bernardino Master Facilities Plan Project Detail _ _ Projec[Tide: Program: . Project 6-DR-04 Storm Drainage Collection System Submitling Department(s): Project No.: : Engineering SD-18 _._...._....................__:.,.:::::::.::::::::::::::. Project Description: Constzuct a 45"to 33" reinforced concrete pipe storm drain in Sterling Avenue from Highland Avenue to East Pumalo to east of Argyle. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15`Yo of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. ' However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Comp/eting Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs >:: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;:;<:.>:.;:.;;:.;:.:;:;.:.;:;.;:.;:.>;:;.:.;;;:.;;:.:»::»::; 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administretion $0 $0 $0 $0 $242,620 $242,620 ': Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ConstrucLon $0 $0 $0 $0 $808,730 $808,730 ;:: Contingency $0 $0 $0 $0 $121,310 $121,310 :' EquipmendOther $0 $0 $0 $0 $0 $0 >;:;;;;:: >:;�>: :;:;:;<;:: TOTAL COST $0 $0 $0 $0 $1,172,660 $1,172,660 :;:;<:::: ...................................:...:.�::::::::::::::::::.�::::::.::::::>:.;:.;:.;:;::.;;;;:.;:.;:.;;:.;::.;:;.;:<::<::::::::r>::>::»:::»i::i::;::s»>::i::»:;::?:<::< Potential Funding Sources: 1 gg Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' . ::....o Y.��`�;::::>�::>:;::>:�..�:��EEE::::::<>:;::�>:;::E:::::::E:E::';�::E:;E:E:rE�:';;:;>;::::>::;.::E::::::::i:�'::;.::::;r:.�:.::�:�.��>:::�.��:;::�.: �_.: � . .�: �.: �:.�.:. :-.�.:.�..::;�........ . ...... ....... ......... �: .... .........: . . .. (.).::::::::.....................:.......................... ;. :..::.........:.. :. ..:.:..:. ......:;;;;:::::;:::::�..>.t:::;;:<:..;::.::::..: .:.;.;::. ., ::::: . .:,, ; ; ;:;:<;.-:;::;:`..:::;:;`;:;;::::::::::;:;:;::.;:[E;:::<;":.?.Octi�i6;?..'..._;::.:. _..._..:�_........:.::.::::::.::::::;::._-:•.::.. .,t.�G:;:;>:<;:;>:;;;:_; ; ''' ` City of San Bernardino ` ; Master Facilities Plan Project Detail .. :..:......:.. :: , Project TiUe: Program: Project 6-DR-OS Storm Drainage Collecfion System : Su6mitfing Department(s): Project No.: Engineering SD-19 Project Description: Construct a 33" to 20" reinforced concrete pipe storm drain in Arden Avenue from Highland Avenue to south of Date Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30`�0. Contingency is included at 15`Yo of construction costs. • lus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ' dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and suondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Projecl Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requ'uements was not included in the scope of this engagement.Thus all project costs '.::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ...... :.;:.:.::;;;;;;::<,.;:.::.;:.;:.;:;:.;:.;::.;:<:.;>:.;;;;;;:.;:.;:::»>::::: 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-]0 through a1] EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $131,680 $131,680 Land Acquisition/Righ[of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $438,920 $438,920 � ': Contingency $0 $0 $0 $0 $65,840 $65,840 ::: EquipmentlOther $0 $0 $0 $0 $0 $0 ;:>::::>:: >:::::i:>: TOTAL COST $0 $0 $0 `'`' $0 $636,440 $636,440 ... , ......................................:::::::•:::::::::::.:::::::::::.::::,.::..;:::.;;;;;:«.;;;:.;:<.>::.>;;:.;;;;>;:.;:;.;:»::»:; Potential Funding Sources: i g9 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino C.ounty Flood Control District., ' :��::::::�C�::::i::_::::�:::�:':i;:��:ii::::::::::::`::':::::::i::>�'�:::;�::;';:�::::::;:::::::::::::;;::::;��::�:::::::::::::::::i:;:::;:::i:'::;��:':::;::�:::::':�:`:'>::::�:::::;:::'::::i::i:'�:::::::T::::::;::;:::::::::::::;'':;:�:i;::;:::i:::::�;::::i�::::�::;:�::::i::::i::::::::�:::;;:;::::::::::::::i:i:;::i;:::::t:::i:::':;:i::;::i:::>:;>::>2::::i::;::::::c.::::.:>:>.;;:.:;::;;:::;:.;:.:.;:;::.:>:.;;:.::::�2:':::2:: ....:.�:� ....... .::.::.:.�.:'�:..>:.. . . .......:.::.::.::.:�::....::::::::::..::::.:....:...�: ...:.. . .::.::..:.:�::t.>:.::�:� ..::...................:::::,:.:..:::..::::>:.:::..::::;,::.:.::::::::::<:::.:.:::.:::i:::;:.;;:::.:::::;:i::::'::.::::�::::.:;;:<::::::;::::;i:>::::::::;:`:::i::;<::i:::.::.>:.:;.::.::::.>;:.;:.::.;;:.»>:::.>s:..;:.::.;:.:>:<.::.>::.:::.;:-;;::.:.:.�CYtl�Qi":. � .:>:.;:.;::.;:.»:.>:.>:��: .........::::::::::::::::,::::::..�....,,..:.,,,,...,{:�................ � City of San Bernardino Master Facilities Plan Project Detail _ ,,, Project Tide: Program: < : Project 6-DR-06 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-20 Project Description: Construct a 45"to 36" reinforced concrete pipe storm drain in Pumalo Street from east of Del Rosa Avenue to east of Chiquita Lane through East Date Street. Project admirustration, consisting of engineering, construction management and contract administration has been added at 30`�0. Contingency is included at 15% of construction costs. Jus�cation/Reqwrement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a r�noff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impexvious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to i:: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. >::>::>:: .... ............ ............ ... ... ........................_...................................._...................:.:.:...:::::::::::.:::::::::::::::::::::,.:..::::::::::::::.:::.::.:.:._:::.:::::.::::::.:::::::.::::.::.;;:.;:.;:.;;:.;;;:.;;,:.:;;::;:.::.;:::>::>::::s 2010-11 Toral PROPOSED 2006-07 2007-08 2008-09 2009-10 through a!1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 ' $0 $0 $0 $212,630 $212,630 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $708,760 $708,760 Contingency $0 $0 $0 $0 $106,310 $106,310 EquipmendOther $0 $0 $0 $0 $0 $0 >: TOTAL COST $0 $0 $0 $0 $1,027,700 $1,027,700 ::: Potential Funding Sources: 19� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' . ?`'::.::.C�`..;::`;'��`'`;�``.:��E:::.�.��.:.�:.::.�:'.�::;:::`.:�::::::i:;.ii:1::'::�:::.::;.:::::::.i;�:�..�..`�.;.'.��:.:.. .�..�: �,; ;�..;: :.�:�.. ;�.�..::'.:�:;:ii:.::..:�::::;�::.:::'' ... . ..'..: .:...:: :.:�- �...`:::;�:;:.;:;i�:.:::.::�...:,::.. ,.'::.::. .;:::.::'[::' (3 ;...:::...;:.:.:.. .::.....:..;. ::..::: :: : ;: ; ;;:::.:>::::;:::.;:: ... ,. ;. ;::.:''::::.'.:::;;::>::::>..:E�etn6at;Z006::.:;: ' �>::`;::::. City of San Bernardino Master Facilities Plan Project Detail _ ......... , ... . _ _ . _ : Project Tide: Program: � ;: : Project 6-DR-07 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-21 Project Description: ': Construct a 30" reinforced concrete pipe storm drain in Lynwood Drive from Del Rosa Avenue to Bonnie Street. Project administration, ' - consisting of engineering, construction management and contract admuustration has been added at 30�'0. Contingency is included at 15�0 of construction costs. � lus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ; dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. �. ::: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,:::::::::::::::::.;:;,::;;:.;:::;:;;.;:«.;:.;:;::.;;>::.;:.:�:;;.;:.;::::>:;:>::. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough a1] EXPENDITURES BuBd-out Yesrs Design/Inspection/Administration $0 $0 $0 $0 $113,270 $113,270 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $377,570 $377,570 ' >::: Contingency $0 $0 $0 $0 $56,640 $56,640 EquipmentlOther $0 $0 $0 $0 $0 $p ...... ;;;.>;<: >::;;;; ''>:: TOTAL COST $0 $0 $0 $0 $547,480 $54'7,480 :::::::.;::.;:.;:;•;>;:.;:.>:;.:;:;:.;;;;;;:<;;.;;:;;;.;;:;;>::»::>: Potential Funding Sources: 191 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ti,,�; �:;:;:ir;`;�C.�,lii:;iii:`;.ii:i;:;�:;''..:..:>;::`i2:`;;::;',':i:tiiii:;i;.ii''.;:;;..;i:xi;i:`;:i;i:3::f',::;iiii;:ii:i:``::;.:;;'?:i;i:.`:;::;i::i;;;;i:i;iiii;`:<,iiii;iii:t`.:::"::::...:._..:.,::i;:::::;:.:::,:.:,:;;:::ii:;,;i::i:::::::.;::,::�:.�.:::::i:;::;::::;i:;::;;'::;:;:�:;:C:;;:.:;:;:;.:;:;:::::.:i,;>::::;:..,..<..;.:::;,;:::>::;:i>f:.;:';:i:ii;!i. _(.2..........:...:.::::::::::::::.::::::::.:.....:.................::::::::::::::::::::::: .:.......:.......:..::::::::::::::.:::::::::: _......_:..._...::::::::.:::::::.:.::....._...... .. .:.:: ..:............:... ;;... ... ;::::.. City of San Bernardino > ; > ' Master Facilit�es Plan Project Detail ...,.: .... . >:<. Project Tide: Program: Project 6-DR-08 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-22 _._.....::::::. Project Description: Construct a 30" reinforced concrete pipe storm drain in Eureka Street from Del Rosa Avenue to Osbun Street. Project admuustration, � consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff ccefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and <:: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,pisygrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to � flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs >: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.:;:. .... .........................................::::::::::::.::::::.:::::.2010-1.�:::.:.:;;;:::;::;:;;:.;:Total;;;:.::;;;:.::.:;.::>::»>: PROPOSED 2006-07 2007-OS 2008-09 2009-10 through a1� EXPENDITURES Build-out Years Design/Inspection/Administtatron $0 $0 $0 $0 $104,210 $104,210 Land Acquisition/Right of Way $0 $0 $0 $0 $p $p Construction $0 $0 $0 $0 $347,360 $347,360 '`: Contirtgency $0 $0 $0 $0 $52,100 $52,100 :. EquipmentlOther $0 $0 $0 $0 $0 $0 : ;;;;;:. <::>::::>:. <::': TOTAL COST $0 $0 $0 $0 $503,670 $503,6't0 ::.::::::::::::::::.::::•;:;;:<;.;::•;;;;:.;:.:::•;;:.;:.;:.;:;»»::>: ; Potential Funding Sources: 1(�2 : Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ;::: c`:i::>:::::i::>::>::>::::<:::;:`:::;:::>:::::<>:::;::::<::::<:>;::::::::>::::::<::::>:';;' :>:::>:::;;:::€:>:;:;:<::<:>:>:::>:>:::>:;;:::::>:::<:::>:::::>::<:::; ::<::::>;::>::>:::<:::»'>:i::::<:>:<:>::::>::::>:::»::;::::>:::ii<:::i::»::::>:>:«<_::;::>:::>::;:::>::»::>::::>::»:::::;:;:;:.>;;;;.;;:.::«:;;:.;:;:<::::::.:::::::.::::::::::;::::,:: '`: . ...:;�. ...:�.;:..�.. ....... : .... .::. ..... .i . . . :;:: ...... :, �- i:: . ' ..;;::;�:.:.::::::';.....'::::::�:`::;::::::;::::'.:;.::::.:�:;:i::::;::.::.;:.::::;:::'::...:...�:;..:...;::>;�:::�::.�.:::::;:'::.::;::::::::.�L't��b�t�;•��::;::::..:::':::,::...;::; . .......................................::::::::::....... �� City of San Bernardino Master Facilities Plan Project Detail _ ......:...... .... ... .... .....:::......:.... ....::::...:.::;;:::: .::.;;:.;:::.;.; ;: _ , Project Tide: Program: Project 6-DR-09 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-23 ;.;:;;;:;;,;;>;;;;:;;;:;:;;;;;>;:;::<.;;;:_;:;;;; Pro jecl Description: Construct a 63"to 45" reinforced concrete pipe storm drain in 35th Street from Del Rosa Avenue to Chiquita Lane to Foothill through to North Elm Avenue ending at the Highland canal. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�0 of construction costs. lus��cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which ut turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a mutor amount less with a runoff coefficiant of 0.830. Detached ' dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Pro ject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. ; Re£erence Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs > default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ..... ..... ..:. .::. . .......::. .::.;::::.:.::... :.;: :: ::.. :::..:...:. ' 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through al1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $738,320 $738,320 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construc�on $0 $0 $0 $0 $2,461,080 $2,461,080 Contingency $0 $0 $0 $0 $369,160 $369,160 EquipmendOther $0 $0 $0 $0 $0 $0 <:::: < TOTAL COST $0 $0 ` $ 0 0 $ 3 56 $ 8 560 >::>s::::><.:>:::«»::>:<>:::;:;::;::>::«:>::;::>:>:><::>::>::>:::«:<:;;:.:.;;;;;:;;:.;;:.;;;;;;:,:.;;:<:::::::::::.::.:::.:,:::.:.............. $3,568,560 ................................::::::::::::::::.:.::.:::::<;;.:::;::::::;:::::.:.:::.:::;:.::.:::.:>:>;:::::.::::::::::.::::::::.:::•::::::::::.:::::::::;.:.;:::::;;>: ..... ... ....: . ..:. .:..:. .....:.;.::...:::::: .:::.:;;::..;:.:::.:::... Potential Funding Sources: 193 Storm Drainage Development Impact Fees, Genezal Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' >:'>:;:::c::'::<:::::<::::>:::::::::>::>::::>:::>::;:<::<;:::::::>;::::;;:>':;:::>:><:>::::>::::>::>:;:::::;::::::>i::::>:::>::::<:>:::>:>>::»»:>::>:::;«:<:>::>:>:::::>>:>:>::::>:::>:<.<.:>::::>:::>::>::>':::<::«>:>:><::»::::::>;:::::<;;:::!;:»:::::i:»<.;:.;::.;;:.>;:<z:;:::<>:<::<-:<.>:::::<::;:;;:.;:::::.::::.:::::.;;::.;:.;:::.;::.:...:.....:..,..:..:.::....:.`:>::;:::::: �)..: ;: .. . ;;:. ;;.;.:: .:.;.., . . w.. .:::>:>::>:>:.::;:;::; .; >::::.:...:...........::..:,:::::::::::.,:.: .......;;;_;,�tadSA4 _:::..........:.. ' ' ' ..::. ,..:....::.::::::::::::::.:::::::.,.... :..:_.�.�>_.:.>::>:::<:>:<:?::::» City of San Bernardino Master Facilities Plan Project Detail , ;,..;: Project Tide: Program: . Project 6-LS-00 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-24 Projec[Description: Construct a 24'X 8' to 8' X 12' storm drain in easement east of Del Rosa Drive through to Sterling, north of Citrus and ending at Marshall Street. Project administration, consisting of engineering, construction management and contract administration has been added at 303'0. Contingency is included at 15`70 of construction costs. Jns�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off ccefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ': quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. . :: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;:; default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ::::.::.::::::::::::.::.;:.;:.;:;.;:.;:<.;;:.:<.>:.;:.;;:;.;:.;;:.:<.;:.;:;:;.:>:<:::>:: 2010-11 Total PROPOSED 2006-07 20a7-08 2008-09 2009=10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $2,250,220 $2,250,220 Lsnd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $7,500,730 $7,500,730 : Contingency $0 $0 $0 $0 $1,125,110 $1,125,110 Equipment/Other $0 $0 $0 $0 $0 $0 ``'" TOTAL COST $0 $0 $0 $0 $10,876,060 $10,876,060 __.................................._:.::..:::::.::::::::::.::::::::•:::::::::•:::::.;:.;:.;;;;;.;::::;;:.;;;»>:::; Potential Funding Sources: 194 Storm Drainage Development Impact Fees, General Fund recipts, inter-govemmental grants and possibly some support from the San Bernardino County Flood Control District. ' ,:::>:;. (c�; i> . ' i: ' ':.;::,::::>::`;:r': .:>. .<> .. . ..s ` .:::::E:;"•:`':>.'' ;.> ...: ;:r<:`E; :' `:;:::";?:<:::>:,, ___..:...:....:::::::::::::::::::.::::::.:,:::::;;>;;;::.;::.:>:.:.;;:.;;;;>;:.;;:,;:;;:;:.;;:.r.;;>;;;;:;;::.i:.>;:::.;:::;::z:.;:.>:.>;:.;:.:.;;:.:::OCtbFMty;Z40�x::«;:;;»;;:.>::: ; ; ' City of San Bernardino > Master Facilities Plan Project Detail _ .. Project Tide: Program: `" Project 6-LS-01 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-25 Project Descrip[ion: Construct a 60" to 36" reinforced concrete pipe storm drain in Citrus Avenue from west of Sterling to Arden Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�'0 of construction costs. � Jus�cation/Requirement for Pro ject: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the ': amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ' dwellings, at a density of 4-5 units to the net acre, have a run-off ccefficiant of 0.745. Attached dwellings have a runoff ccefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Comple�ing Project. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ':< flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;:.;::...................................................................................................................:....,.:::::..:.::::.::.::.:::::::::::::::::.:.:::::::::::::.:::::::::,:.::.:::::::::::::::::::.:::::::::::..:_.::::.:;:.;:.;;>;:;;:;:,;:.;:.;;:.:;.;:.;;;:.;:.;:.;;;e:>::>:<:: 2010-11 Total PROPOSED 2006-07 20a7-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $350,520 $350,520 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,168,390 $1,168,390 : Contingency $0 $0 $0 $0 $175,260 $175,260 � EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,694,170 $1,694,170 ::; Potential Funding Sources: 195 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District_ ' ;;:;.c;....::.:,<...;s;::;::;:::;::>::::::>::::';:::;::::'::;:::...;.:.....:;..:::...:..:::..>.:::>:::,.;:,,.:.:.:>::>:::::;:;:.::.;::::::::::::::...>:::..>::::;':>::>:::: ::::::>:::::::<.::<:::::>::::>:>;:<:�;;:<`:>;;:::>:<:::>::;::<::>:::;.::>::;::::::::;:::>:.»;::>;::;::::::>::::>:<:<:;>::>:::::::::::::::>::>::::::;:.;::;;;;:.>:.;:.:;:.:::.::.>::>::>::>::;:::>::::: . �:�. ......... .... . ..... ;; _ _.:: .:: z>::..:.;:.: ,:r:;:::;;. .: ;:.;>;::;:::: ;::.;;::.;:.;:..>..;:::.>:.>::::.;:.;:.;::.;:.;OCttl�SCt:�OOfi::;<;::o;>;:::.;.::.: ... .. ... ...... .... .......................:....:.:::.�:::::...:.::�.�.:�.::..:......�::.:.�.:....,..,,-...�::::::��::;:o:�;:�;:�::::.; City of San Bernardino Master Facilities Plan Project Detail _ ` Proiect Tide: Program: `' Project 6-LS-02 Storm Drainage Collection System Suhmitting Department(s): Project No.: ': Engineering SD-26 Project Descriplion: This component is a 36" reinforced concrete pipe storm drain in Lynwood Avenue from Sterling Avenue to Arden Avenue. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15�0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirdturfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :>: quickly. Consequences of Not Comp/eting Projecl: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >. flooded creeks, washes, gutters and drains. :: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. _......_......................................................_......_....................:::::::::::::::..:::::::::.:::::::::::::::::::::::.:::::::.::::::::::::.:::.::::.:::::::::::.::;;;::;.»;;:;.::.;:.;:.;:.::;<.;::::.;:::.;;:<:.;;:.;;>;;:;:;.:;:«;:: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 ' $0 $0 $0 $161,950 $161,950 ': `: Land Acquisrtion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $539,820 $539,820 Cont�ngency $0 $0 $0 $0 $80,970 $80,970 EquipmentlOther $0 $0 $0 $0 $0 $0 ': TOTAL COST $0 $Q $0 $0 $782,740 $782,740 ':`:: .....:::.::: Potential Funding Sources: 196 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' _ ::�;=> ;<:>>;.::.:: ;; ;::.. ;.:.;:..:,.. ;:.;::;.:::::.:::::.::.::..,;.,... . (�) ....:_; .:. ,... ... i: ':.:;:...:. ::. .;:':'.:::�':'` < i:. .: UcYohei 2ppG;`:;:;'r::'.:::>:i:';<':. City of San Bernard.ino Master Facilities Plan Project Detail ; Project Tide: Program: Project 6-LS-03 Storm Drainage Collection System Submitting Depar[ment(s): Pro ject No.: Engineering SD-27 Project Description: Construct a 36" storm drain in Marshall Boulevard from Sterling Avenue to just east of Sterling. Project admuustration, consisting of ' • engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15�0 of construction costs. Just�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ................................................................:.::::.::.::::::::::::.:::::..:::.:.::::::::.:::::::::::::::.:::.:::::.:::::::::.::.::.::.::.::.::.::.::.:::<.;:.:;;.:;.:;.;:.:;.::.:.:.::::>::>::> 2010-11 Tota( PROPOSED 2006-07 2007-OS 2008-09 2009-10 rhrough al] EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $16,000 $16,000 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ': Construction $0 $0 $0 $0 $53,330 $53,330 Contingency $0 $0 $0 $0 $8,000 $$,Opp EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $77,330 $77,330 ................................::::::. Potentisl Funding Sources: 197 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. �. - ;.:.`.;.. ;:..::::...:.: :..:..:.:.::.:..:.:::..:.:... ,.: .. ..... .... . . .::::.>;::>:>.«.>`:::;:::::::::>:::.;::.:<::>:::>::>:;..:..::::;::::;::::;;:.:>::::::>:.;.: .:.;::;:.....;:: (c�:::...: ..:.. . .. .:: : ..: .:::>::::. ..: .. . . .. .. ;. ;::::. , .. ;:... ;:;::..: ....: ::`:;:.;.:: .�.:..;:a:>::• ;»:;:.:::::::::.�:::::::; :,.. . �pyaaCi:.Z00G:�;:: :;•;.:;;:.. ... ... .. :::::... :.:::.::;;;. ..�..,:.�..::::::>:;;:.::::z::::;<: City of San Bernardino Master Facilities Plan Pro'ect Detail ' J � ; . Project Tide: Program: Project 6-LS-04 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-28 Project Description: Construct a 60"to 36" reinforced concrete pipe storm drain in Marshall Boulevard from just east of Sterling to Blythe Avenue. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15`Yo of construction costs. lus�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ':: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. - ;:.;:.;::......................................................................................................... .. ;>:;.;::.;;:.;;;:.::.;;::;::<:>:«:: 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-1 D through a11 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $597,430 $597,430 Land Acqu;silion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,991,430 $1,991,430 : »: Contingency $0 $0 $0 $0 $298,710 $298,710 :�::: Equipment/Other $0 $0 $0 $0 $0 $0 > TOTAL COST $0 $0 $0 $0 $2,887,570 $2,887,570 ::: :... Potentisl Funding Sources: 1(�g Storm Drainage Development Impact Fees, General F'und recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ::::.`>::i.�C�.»:::::`:::»>:::r;r,.:�>.;::>:::.<:>::'`::::::::>':?:?':`;<'<:'_<::'?;:::::<:::>;`�::�`.��";`;:::.;:.:::.>>;::»:::::'..; �� :>:::>;:r::::;;:;.... :�:.:.�: .:..::: :�. ..:::: ... :: .. . :(.3.:.:::;... ,::..::::..:.:..::;:;.:: :::..::.:.:.::::.... .. ...: ;.:.:.:.. ..:. ; ; < ;.::: ,`:::::;>;;':::.;,:<;>';'>:.;...;....,;::_:., ,:. _... . ........ . ......:_. ,:::: . ,...:....:. ..:::.::.. „OcLtlfidl �DOG:: ;. ' ;: City of San Bernardino ` Master Facilities Plan Project Detail Project Tide: Program: Project 6-LS-05 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-29 Pro ject Description: Construct a 42" to 33" reinforced concrete pipe storm drain in Arden Avenue fzom Marshall Boulevard to Foothill Boulevard. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15 9 of construction costs. 1us�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. � Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Ptoject Timing: City of San Bernardino engineering staff projections that are The tuning of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal a[current 2006-07 dollar value. ;:.;:.;::...........................................................................................................:..::.....:::::::::::::.:::::::::::.::::::::::::::::::::::::::::::::::::::::::::::. :::::::::::::::.::0::::::::.:.::::::;.::::.:.:;::.::::.:.:;:.;:.;:.;;:;:;.;:.;:.;;:.;:::>:::>::: • 2 10-11 Totel PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admirustration $0 $0 $0 $0 $102,490 $102,490 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $341,620 $341,620 >: Contingency $0 $0 $0 $0 $51,240 $51,240 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $495,350 $495,350 ;:': Potent�al Funding Sources: 199 ! Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. �� :C :: ..��..>�.� �::.:.,� .: :. ..� ::�� :..,;�� : ..� .;:.: ..� .:.:.:. ;ii`ii;�:��.:'::':�� .. `:; ��-::; :� � :;�°:.:::�':.°.`:::.:.�:[i:'.i:�:'�.::i:;;i>;.a::.;:;iiiri;i�'..�:�'�� .:�;;;:..;i:...:`��.:>i:;:i:;:�:�::�i:;>: .. ��.. �.... ..... ..... :....::......� � ' ::..._.. .... .... .... .... ... . .� :.. �.....�:.;, .::..:.. �. �::: .., ., .... : � �. :�:: .� : :.. ... ... .:.. . ; ..., ... ... .. . ...:..:. . ... '.. ._ y. :. . ; : ' ' City of San Bernardino Master Facilities Plan Project Detail ; _ Project Tide: Program: . Project 6-SD-00 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-30 Pro ject Descripcion: Construct a 10'X 18'to 9' X 15' storm drain in Sand Creek from north of Base Line between Lynwood and Knob Hill up to Highland Avenue. The San Bernardino portion is north of Base Line to 17th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30�'0. Contingency is included at 15R'o of construction costs. lusHfication/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-1.':::::: Totel::::::. PROPOSED 2006-07 2007-08 2008-09 2009=10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,935,730 $1,935,730 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 '. Construction $0 $0 $0 $0 $6,452,420 $6,452,420 ; ; Contingency $0 $0 $0 $0 $967,860 $967,860 : EquipmendOther $0 $0 $0 $0 $0 $0 ;; TOTAL COST $0 $0 $0 $0 $9,356,010 59,356,010 : Potentisl Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�on� Bernardino County Flood Control District. � :::;:::;:::::'��C'�:::i;::�;::::;:�:�:i;:::�;:::�i�::::;:[;::;:i::[:i;':2i;::i�::::;::5:_;i::;;;t;�::i::i:i:i:��;[;;�`��::<i�[;�iii::i:i;;::_:i;:::;;i::�i?�::i::;;�i:;:i:::;:i;:;i.:i;:i:;:::;i::::t[;i:;::::;�::;:;::::;::;::;::::;:;:;:�:`:;ii::;;i:;';i�:�::ii::i:ii;;i:?;;;:.:;;i:;:i:'i<2:i:;i:i:i:i::::i::;:::t;:::�;::;`%::::i;;;:�:�ii;:;;G�':i;;;�it;;:iii:li::;i`':;:::r�:<:i:::::::;:i:;,;;:�>;:<.;::;:_::.::;::':::i2:i::;:�i:::;�:`t :.:.:(.3.::.::.::;::::::.:::.:::::::.:::::::::::::::..;:. ..... ............... :>:.:Oet�harr� .......:. City of San Bernardino Master Facilities Plan Project Detail Projecl Tide: Program: Project 6-SD-02 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-31 Pro ject Description: Construct a 8' x 9' by 33" reinforced concrete pipe storm drain in the easement from Sand Creek to Church Avenue. Project administration, consisting of engineering, construction management and contract admuristration has been added at 30�0. Contingency is included at 15`Yo of construction costs. lustificalion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water wffl increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and >: ' quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;>::.>._..:......_.:_.._.................................._.............._...._..........................:.::...::.::::::::::::::::::::::::::::::::.:::::::::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::.::::::.:::::::::::::::::::::::::::::::;;.::.>;: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through al1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $106,310 $106,310 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $354,350 $354,350 : Contingency $0 $0 $0 $0 $53,150 $53,150 Equipment/O�her $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $513,810 $513,810 :': : Potential Funding Sources: 2�1 Storm Drainage Development Impact.Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District.. ' ` > i:' >'.>.:.','..>;;.':.;>:::;:>:::;:::: ::::;:::;.:%i;:>::::'::.:::;:::::::::;.' ,.. ;;::::::::`<:::;;::>�:><; (c�. ;:'""`'`';:::,.';';E';E::<::..... :..,:. ,:: ,.:..;:: ocmhet,;Z0o6 City of San Bernardino Master Facilities Plan Project Detail . > / _ Pro'ect Tide: Program: Project 6-SD-03 Storm Drainage Collection System Submitting Department(s): Project No.: • Engineering SD-32 Proiect Description: Construct a 45"to 24" reinforced concrete pipe storm drain in Victoria Avenue from SR-30 to Highland Avenue through to North Olive Street into the Patton State Hospital. The San Bernardino portion is from Olive Street into the Patton Project admuustration, consisting of engineering, construction management and contract adaunistration has been added at 30�0. Contingency is included at 15% of construction costs. 1us�ca6on/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirtltur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have[he most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Couunercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentsge of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to che "Build-out" column. All costs are at nominal at current 2006-07 dollar value. , 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admuvstration $0 $0 $0 $0 $234,620 $234,620 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construclion $0 $0 $0 $0 $782,070 $782,070 >: Contingency $0 $0 $0 $0 $117,310 $117,310 >` Equipment/Other $0 $0 $0 $0 $0 $0 ' ': TOTAL COST $0 $0 $0 $0 $1,134,000 $I,134,000 ;: Potentlal Funding Sources: 2�2 ': Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ,. . '.::;:`•.•::- :::::..:.;;.; ::;:::;:::;;: ;. . . ; >. .:::::;:::.;..::. .:.:.. �c3. .. ;; ;::>::>::�:;;;. .:: , ;. flEcaher 2oq&::':<: ;.::::;::. City of San Bernardino � Master Facilities Plan Project Detail ; _ Project Tide: Ptogram: . < Project 6-SD-04 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-33 Proiect Description: This component is a 12' X 5' to 1' X 5' storm drain in the easement from north of Pacific bewteen Olive and central up to Highhland Avenue � ' through Patton State Hospital to Orange Street through Piedmont past Palm ending in Citrus Street. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15 Yo of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's e�sting inventory. 1us�cation/Requiremen[for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences ofNot Completing Project: : Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ;' default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.::,::....__.........__........._...._.._......_............_..................._.. .....__..............:..:.:.:::..:::::::.:::::::::::.:::::::::::::::::::::::::::::::..:.:::::::::::.::::::::::::::::::::.:::;;;:.;;;;:._;;:._:->:::;;;>;:<:,;;;;;;:;;.;;:.;:.;::;:.;:::::>::;::>:: 2010-11 Totel PROPOSED 2006-07 2007-08 2008-09 2009-1 Q throug/e aU EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,382,960 $1,382,960 Land Acquisilion/Right of Way $0 $0 $0 $0 $0 $0 i<::>::s: Construction $0 $0 $0 $0 $4,609,850 $4,609,850 : z Contingency $0 $0 $0 $0 $691,480 $691,480 ::>: ' EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $6,684,290 $6,684,290 ::: Potential Funding Sources: 2�3 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ;`»::'�:::>`::>::'::::::;.<!.::.::;; :;;. ". .;` . . .. ':_ " .. .:... : <, ;;;.: ^:;::::;:';.`;::.;,:<:;::;.:::::;;.;.,.:,;.::: . ;_'> (:3.:.. > ;:.. ,:. ,,< >:: .: -.. ;:: >:>:. .:...>::. , , . �:Ucwhet zoD6;:::::.:;::::...:.::: City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-SD-OS Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-34 Project Desctiption: Construct a 10' X 5't0 2' x 5' storm drain in Central Avenue at Patton State Hospital from Base Line to Orange Street up to Holly Circle Drive. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30`t'o. Contingency is included at 15`Yo of construction costs. , Justification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirdturfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ': quickly. Consequences ofNot Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and afrer short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. • :::.:;:..............................................................................................................._:::.:.:..:::.:::.::::.::::::::::::::::::::::::::.::::::::::::::::.::.::::::::::.::,:.::,::.,::::,,,:.::.,:,,.:::::::.:,:::::::::::,:.:::::::::::.::.::::::...::.,::::: ...................... 2010-i1 Total PROPOSED 2006-07 2007-OS Z008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $800,390 $800,390 Land Acquisi[ion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,667,980 $2,667,980 � Contingency $0 $0 $0 $0 $400,200 $400,200 Equipmend0[her $0 $0 $0 $0 $0 $0 � TOTAL COST $0 $0 $0 $0 $3,868,570 $3,868,570 :? > Poteatial Funding Sources: 2�4 ; Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. . ;......:.::... ..:: '(�3 : ; ; ` ::::.. .. ._ : ;; : ;.. ;:: < Ek'LOhQt�Z006' ; , ' City of San Bernardino ; Master Facilities Plan Project Detail _ _ Project Title: Program: Project 6-SD-06 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-35 Project Descriplion: This component is a 36" storm drain in Highland Avenue from Pepper to Palm. Project administration, consisting of engineering,construction management and contract admuustration has been added at 30�0. Contingency is included at 15`Yo of construction costs. This component of the : City's storm drainage collection system has been completed and is part of the City's ezisting inventory. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Pro ject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and dzains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timittg of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engsgement. Thus all project costs :::; default to the"Build-ouY' column. All costs are at nominal at current 2006-07 dollar value. ,,;:::::: :....:...:::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::::.;:.;;:.;;:.;:.::.;;:.;:.;:.;:.;:.;:::.:::.:;:;;:;:.;;:.;;;:.;:»<>s>r • 2010-II Tota1 PROPOSED 2006-07 2007-08 2008-09 2009-10 through aU EXPENDITURES Build-out YeBrs Design/Inspection/Administration $0 $0 $0 $0 $215,630 $215,630 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $718,780 $718,780 ;: Contingency $0 $0 $0 $0 $107,820 $107,820 `:'.'::� EquipmendOther $0 $0 $0 $0 $0 $0 ii<::«: ;:: >::::»::. `` TOTAL COST $0 $0 $0 $0 $1,042,230 $1,042,230 ....................::::::::::::::.::::.;;:.:�;: Potentie/Funding Sources: 2�5 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' '. ; ` ;?::'::' :<: '<::;:<:::>::;>:.;>:. ,;, ......:;:,; :,::..:;:>:;:;: ..:;::::. �;.. ..:.: .:..;::.. ..::... (.3. >;�>::. _._ ; : ;»: ; : <:: ;:;: ;::;:: ,,::: ;:: > ...::. :<:. .:;: ;; ,.<:;;::`:;; :;:::::'_?::<::,',<'.;::`.;::::>::>:::'::;:::.;s:?:>;::<_�Ai>':�o(�G><:>:::<::';`;:!>,. City of San Bernardino Master Facilities Plan Project Detail , Project Tide: Program: . Project 6-SD-07 Storm Drainage Collection System Suhmitting Department(s): Project No.: : Engineering SD-36 Project Description: Construct a 54"to 1'X 5' storm drain at Patton State Hospital from Patton detention basin up to Bangor Avenue ending at the reservoir. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`�'0. Contingency is : : included at 15�0 of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. ': Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and afrer short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. . Reference Documen[: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-1::..: To::.:. � : � .::: PROPOSED 2006-07 2007-OS 2008-09 2009=10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $956,370 $956,370 `: Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ; Construction $0 $0 $0 $0 $3,187,910 $3,187,910 ::>: Contingency $0 $0 $0 $0 $478,190 $478,190 <:: :: EquipmendOther $0 $0 $0 $0 $0 $0 �>: TOTAL COST $0 $0 $0 $0 $4,622,470 $4,622,470 <:: : Potential Funding Sources: 20C Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ��;:i:;.:c�%;i`�`�i:�r.':::':`;:;iiii:�`:'>`i;iii;';i:ii:;;:�ii;i''i�:.. . �.-:�;... . .:�:�.i. ...:: ��.: '':..::.i..;.;:;i::;i�i:;::ii;>;;: -�:�...-::.'`:�.:�`i`'�i':;i`';��'��;�:;:i: --..:; '-: � ....:<<:i�i"':i`:ii;ii:ii:��::'i;i::i;;E�CtC�7Qi';`:"��`�::::;;i:s:;:<iitii'i;:>: ,.::.(.).::::...:.......::....:....:.:..:...:...:.._;.._........................................::::::.:..:::;..:,.......:............_......_..........................:..::::::::::::.........:...:.......:.:..:.:..:...:.:..........................,:ZoOG.:.::::::::::::.::. City of San Bernardino Master Facilities Plan Project Detail _ _ Project Tide: Program: Project 6-SD-O8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-37 Project DescripGon: Construct a 63" to 5' storm drain in Victoria Avenue from the Patton detention basin to easement up to Piedmont between North Pinion and North Mojave ending at Indian Road. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15� of construction costs. � Jus�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportiona]to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,pleygrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: ' City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-11 Totsl PROPOSED 2006-07 200�-08 2008-09 2009-10 through al! EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $521,730 $521,730 Land Acquisition/Rigltt of Way $0 $0 $0 $0 $0 $0 Constrnction $0 $0 $0 $0 $1,739,090 $1,739,090 ::::: Contingency $0 $0 $0 $0 $260,860 $260,860 :: > EquipmenbOther $0 $0 $0 $0 $0 $0 `: TOTAL COST $0 $0 $0 $0 $2,521,680 $2,521,680 >: Potential Funding Sources: ZQ"] ': Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. � �.<:,;:::;.�r�:`;i;::.::;:i�..: : .>� � .-:;: �� .::.:��:.;;y;:i;:ii: �.; i: ::::: ;��-.�::�:.;:::.;::::;..;::'.<:::[;:'>:.;>;:;�,:.;'<';S�ii.>i�:�2i:�r:'�r`<:ii:'i':iii>:i:;:;'ii:;%.:;c`:iiit;i:;'::::;:::i:;:';"':;i:::;ii�' ::.�:;ri.'�:::;:i.r:;>i;:.:�r: ;:::(3 : >: : _ :.>: ;:.::::.;:.;:.;:.::.. :..:::.;.:. <;: :. ;:::...;:.;: ........;::;:;;;:.::rOettsher�OT16.;;:::.>:;•::;�•: City of San Bernardino Master Facilities Plan Project Detail ; , . , Project Tide: Program: Project 6-SD-09 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering � SD-38 � Project Description: Construct a 39" reinforced concrete pipe storm drain in Piedmont from Canyon Court to east of Canyon Court. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 309'0. Contingency is included at 15�O of construction costs. Jus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional[o the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Pro%ect Timing: : City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent wi[h General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"BuIld-out" column. All costs are at nominal at current 2006-07 dollar value. _ ,::.�.:::.:. 2010 11 To PROPOSED 2006-07 2007-OS Z008-09 2009-10 through alI EXPENDITURES Bui/d-out Years Design/Inspection/Administration $0 � $0 $0 $0 $35,360 $35,360 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $117,880 $117,880 ; Contingency $0 $0 $0 $0 $17,680 $17,680 Equipment/Other $0 $0 $0 $0 $0 $0 ':: TOTAL COST $0 $0 $0 $0 $170,920 $170,920 �::: > Potential Funding Sources: 208 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. <:>::>::>::::>?::::>::::>::>:«:>:::::':<:t�itier'::ZOOG:::::«>::;:::;:;<::>::. iii;ii;iii;i'��:'i;i;;iii:iiiii;i�';;i��':iii:iii:iii;;iiEtii2iii;i?i:;:^;;iiii;E;i;iii`;;"'`";ii'�i;;ii;iii;ii;;i;''`::i:;iiiiii;iiiiii;ii3?`;iii>:i;`:iii;;:;iiii;`ii;iiiiiii<i;`;i�ii;:;ii;`ii;iiiii.:i``;ii`i;ii;`;i:i;iiiiiii;;�:i":i;ii:i?;<;[``;;i;�:;`2';::'ii;:iii;i:�:iii;iiiiii;ii;i^::'ii;"ifi:;.;:.;;:.::;,;::,�<.:.;,.;;;,..::.:::::::::::::::x:::::::::::::::::::.:.�:::::: �.�.::�.� . .. ::....:....:.:::......... .....:.:.......... . .... .. ... .: .. .. . ... ... ....... : City of San Bernardino ' ' Master Facilities Plan Project Detail .>:. Project Tide: Progrem: . Project 6-SM-00 Storm Drainage Collection System Submitting Depanment(s): Project No.: Engineering SD-39 Project Description: Construct a 18' X 7' storm drain in easement from Dynamite debris basin to small debris basin. Project administration,consisting of � engineering, construction management and contract administration has been added at 30`Yo. Contingency is included at I5�'o of construction costs. Jus�cation/Requiremen[for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. Consequences ofNo[Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: : flooded creeks, washes, gutters and drains. Reference Document: Proieck Tuaing: City of San Bernardino engineering staff projections that are The timing of the ca�ital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 201�1.,:::::: Total:::::: PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $421,790 $421,790 Land Acquisition/RigJtt of Way $0 $0 $0 $0 $0 $0 Constrnction $0 $0 $0 $0 $1,405,970 $1,405,970 <:: Contingency $0 $0 $0 $0 $210,900 $210,900 >' > EquipmendOther $0 $0 $0 $0 $0 $0 � � TOTAL COST $0 $0 $0 $0 $2,038,660 $2,038,660 ::> Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the SaOn9, Bernardino County Flood Control District. :�;i: ::•�•;: :[:::'.::::::::��C`::::2:::;:::::22::::;:::::::;::::::::�:�::::::��::::;:;:::::::;:::;::;�::;:�:�::::::;:�:::;::::�:?:::::::::::::;::::;::::::��::::::":;::�':':;:��:::�:�::;::::::;:;;:::;:�:::::::[;::;::::::;::::;:::;:::�;:::':::;:;';::;::;:::;:::;.;::;?;::;:;:;:;:;�;;::;::;:2:::::::::::::::::::::::;:';':;::::::::::;:�:��'.:�:::�::::::�:::;�;::::`::::::;::::::':'::::�:<:::;::::;:::::::::::;;;'::;:;:��:::;:.:::;::t::;�>:.:;�`;:�2::Y:::;;::�::::'.:;i��::::: . . �:.:.::��.:.::.:�.:.:...:.�:::::::.:::.:::::.:...: . .�:::. . .::... .. ..:.... ..:..::::::... ...::. . . ::: .. .. :.>:.::.::::::.:�:�::.::.�::;:.. �. .::�.:�:.:;.>:.>:.>:.>:.:�.:�..;.:;.>�.;:.:>:�::::;:::�Olr�?>:.::�:::.:::::::��>:+ City of San Bernardino Master Facilities Plan Project Detail _ Project Tide: Program: Project 6-WA-00 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-40 Project Description: `: Construct a 60'X 14' storm drain in the flood control channel from 3rd Street to upper Warm Creek past Sand Creek into Victoria ending at 14th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30�. Contingency is included at 15�0 of construction costs. _ � Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ; dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickiy. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: � flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::; default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. � 2010-1.,:::::: Total:::::: PROPOSED 2006-07 2007-08 2008-09 2009-]0 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $3,341,080 $3,341,080 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $11,136,930 $11,136,930 Con�ingency $0 $0 $0 $0 $1,670,540 $1,670,540 EquipmendOther $0 $0 $0 $0 $0 $0 ` TOTAL COST $0 $0 $0 $0 $16,148,550 $16,148,550 : Poten[ial Funding Sources: 21 O Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ' Bernardino County Flood Control District. �. � ...c� �:: '.�.;i -,��i: ::: :i; . ::: �.i .,:: ��.; ..;i -. � �.:i'. .:� ;:?i;Ei::.;`�`:i?:;:;'.E»'.i:;2E:;Ei:ii>;;;::i::i:::::;�`;::�.;:;;;:;;:::•:�:�<:.!.,'..;':i`'�ii'��i.;:::c;:'E:, (:3 >: ,::, , > >::; . ::.::..: . . .. .:.:::::..::.::.::.:.:::.::..:.:::::.::::Ogtt�set Y006;,,::::;.::::.�.;;;;; City of San Bernardino Master Facilities Plan Project Detail ,,. _ _ . Project TiUe: Progrem: Project 6-WA-02 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-41 Project Description: Construct a 45" to 24" reinforced concrete pipe storm drain in Sth Street from the flood control channel to Sunnyside Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is inciuded at 15�0 of construction costs. lustification/Requiremenf.for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached - dwellings,at a density of 4-5 units to the net acre, have a run-dff coefficiant of 0.745. Attached dwellings have a runoff ccefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences of Not Comple�ing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. ' Reference Document: Project Tiaung: >:i City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,::::.2010-1.,..:::.. ,::.Tota/::::::. PROPOSED 2006-07 2007-OS 2008-09 2009-10 through slJ EXPENDITURES Build-out Years ; Design/Inspection/Administration $0 $0 $0 $0 $185,660 $185,660 Land Acquisicion/R;ghc of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $618,880 $618,880 [ Contingency $0 $0 $0 $0 $92,830 $92,830 ':i:`: EquipmendOther $0 $0 $0 $0 $0 $0 :: TOTAL COST $0 $0 $0 $0 $897,370 $897,370 ':> ': Potential Funding Sources: 211 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. `><>::::::>::.:;<:.' .:: ; ;>'?..::: <::>: <'�`::.'::::>:::::,,s,' '.;':' octbeat ZOOG:::::::>:::::::'.>;:.:;;.`[; (�3 ;:;::: . .. :::........;�:;;.. . :::. ,.:::. ,..:,:::..: ...:.: :. ::..:...:... :.:, > , . :::. : _,:. .. . ..::..:::........:::.. ; ; ::.;::.:::> City of San Bernardino ` ` Master Facilities Plan Project Detail ,:: Project Tide: Program: Project 6-WA-03 Storm Drainage Collection System `: Submitting Departmen[(s): Project No.: Engineering SD-42 Project Description: ': Construct a 72"to 30" reinforced concrete pipe storm drain in 6th Street from the flood control channel to Elm Street ending north of 6th. ' Project admirustration, consisting of engineering, construction management and contract administration has been added at 30`Yo. Contingency is : included at 15`�0 of construction costs. Jus��cafion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb `: storm water. Industrial properties tend to have the most net parcel covered with either roof, asphait or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overail percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. . Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;::.;:<,�«.::: Totel:::::: ;;;;;;2010-1 PROPOSED 2006-07 2007-08 2008-09 2009=10 rhrough a11 EXPENDITURES Bui1d-out Years Design/Inspection/Administration $0 $0 $0 $0 $148,670 $148,670 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $495,560 $495,560 z:: Contingency $0 $0 $0 $0 $74,330 $74,330 ::: EquipmendOther $0 $0 $0 $0 $0 $0 >: TOTAL COST $0 $0 $0 $0 $718,560 $718,560 > Potentisl Funding Sources: 212 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � :;<::>:::>::>:;:>::>::_:;;:�=::<;:>::::>::»�ctA�st��::�t:::::>:«::<:>:<;<::'<:::: :iii:i:':iii:��2i.�iii:i'i;i;ii;;iiii:ii:i:i:'::ii:;i:.iii;iii;iiii2i::iii:"iiiii;,ii,;.:ii'ii:iii:ii::i?ii;iiiiii:iiii:?iiii::i;iiiii?iii;:�?Y:!:?:i;i:i:ii;iiiiiiiiiiii'::iiis':`Yi;i::iiiiiiii;::':':;:.i;.:;�;i;'i:i::';i;i::iiiii:i:iiiiiiii:2ii:iii:iiiiiii2ii%:i;�;`ii;`?i:iii7i:::;S:Si::iitiiii:`iiiiii'i:iiii;...........:....... .. . (t3 ::... .:.....: .....::. . ::::: ....... ....... ;:::::.:::.:.. ::.:_:.;:::::.. ..:...::.,....:. :•::.......... x...::::::::.;:::::..;•.>;•;.;:.; ' ` < . City of San Bernardino ! ' . Master Facilities Plan Project Detail Project Tide: Program: Project 6-WA-04 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-43 Pro jec[DescripGon: Construct a 30" to 27" reinforced concrete pipe storm drain in Tippecanoe from 6th to north of Vine. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15`Yo of construction costs. ' `: lustificalion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-ouY' columrt. All costs are at nominal at current 2006-07 dollar value. 2010-1.f:.:::.. Totnl:::._.: PROPOSED 2006-0� 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admu�istration $0 $0 $0 $0 $49,250 $49,250 : Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $164,160 $164,160 : ':>i: Contingency $0 $0 $0 $0 $24,620 $24,620 '::' Equipment/Other $0 $0 $0 $0 $0 $0 ;>: TOTAL COST $0 $0 $0 $0 $238,030 $238,030 :; > Potential Funding Sources: 213 Storm Drainage Development Impact.Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District.. � <:<:;:<`:i:>::>;:>:'<?i:::>::»?OCtti�tit:::;;::;:::;;_`<?`>?:;::>:z:;::>::< �!;��;��;�:.>:;;:<_'�;;::`::::>�:::i;>i:i:i:>:>>:;i>:<:;><�:::E::>::::>:::<i.;i.i:�>`�:<:::;:�E:"?'`::`'>::':>:"E[EEE<:::i::<:::>ii:i>::iii::i:<::'::<`i>iiiriE:di::>i<:ii:«i::::;:<::[>':::::'�;:::::i>'r`'>:;z:i:i<ii:ifi>:i>`i[E:::>::::>::EEEE'r<:>::E:`E>:E::<';::?::�ziE:>EE:><i:;i;::::>::::>::>;;:::;::'';;>i':i:iiii 20Qfi..:... . . ::�C�. . ::: �:.. .. :: ....::. . . ..;:. .: :::::::.. ......... .:.....:.::.....::.::........ .:..::,::..::...:.:::::..:::. .. �: .. ..::.... :.:. . . . .:::. .....:...::::.:.>.. �.::.:...° .::;::::: City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 6-WA-04 Storm Drainage Collection System Suhmitting Department(s): Proiect No.: Engineering SD-44 Project Description: Construct a 48" to 33" reinforced concrete pipe storm drain in 9th Street from the flood control channel to east of Tippecanoe. Project admuustration, consisting of engineering, construction management and contract administration has been added at 303'0. Contingency is included at 15�O of construction costs. lust�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ; dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. Z010-I1 , Total , PROPOSED 2006-07 2007-08 2008-09 2009-10 through ell EXPENDITURES Build-out Years Design/Inspection/Administtation $0 $0 $0 $0 $282,440 $282,440 Land Acquisirion/Righr of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $941,450 $941,450 Contingency $0 $0 $0 $0 $141,220 $141,220 :::: Equipment/Other $0 $0 $0 $0 $0 $0 � <:: TOTAL COST $0 SO $0 $0 $1,365,110 $1,365,110 :::: Potential Funding Sources: 214 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San y Bernardino County Flood Control District. ; " ;::::»>::::::.>;;::'::::' ::....::.>:::.:`:''''.:::`:r;,.,, <: . ; ;, ;:: . ';:: :: ;:::::;:`::�Octaher Z406 >. ,.:: :(r3. .:::.. :........:.:::::. :.::::::.:.:.. ;:::. :.::. _ :. ;:.... ; . . . ..::;: _ .. ;::> ;. ...::. . ...:...., . ..... >:..:.:..... . :...:::: City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 6-WA-14 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-45 : Project Description: Construct a 69"to 30" reinforced concrete pipe storm drain in Sterling Avenue from Warm Creek Channel to 19th Street. The San Bernardino ! portion is from Pacific to 19th. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30`Yo. Contingency is included at 15`Yo of construction costs. Jus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff ccefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and :. quickly. Consequences of Not Completirtg Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Projecl Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Deslgn/Inspeclion/Administration $0 $0 $0 $0 $133,090 $133,090 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 > Constrriction $0 $0 $0 $0 $443,630 $443,630 '::: Con[ingency $0 $0 $0 $0 $66,540 $66,540 `: Equipmentl0�her $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $643,260 $643,260 :`:::: Pocer,r;al Fur,d;f,g.sour�es: 215 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ;;: > . . �. . . � -�.--� -� :.:.>:::>::::�`::::>::::::.:::',>:;<::::::>_.. . - `:;:...:��>:>�::[>[[::>::::;>::;::>:::��?�_�'-�'�°{'`'��'>:'`({./'y.;�:�';.::;'::::>::;:::>:,;� ..�C�: ':': '-:� . �:...: . ..::' :�: � " .: .:.:::".::.i:'.i':.:ii.:'. .' . ::':: ..:....'.. . .. � :::... ....::.::ii..:....::.i:.i::::..::::i�.�iY�N1�Y.IAMt....i:i:iY:::.iiii City of San Bernardino Master Facilities Plan Project Detail _ _ Project Tide: Program: Project 6-WA-16 Storm Drainage Collection System Submitting Depertment(s): Project No.: Engineering SD-46 Pro ject Description: Construct a 54"to 33" reinforced concrete pipe storm drain in Pacifc Avenue from Sterling to Arden Avenue. The San Bernazdino portion is from Argyle to Arden. Project admirustration, consisting of engineering, construction management and contract administration has been added at 30`Yo. Contingency is included at 15`Ya of construction costs. , lus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs '::' default to[he "Build-ouY' column. All costs are at nominal at current 2006-07 dollar value. • ;:.................................................................................................__..........._._........_.._..__...:::..:..::::::.::.:::::::::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.-:::::::::::::::::::::::::::::::::.;»;:: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $258,980 $258,980 Land Acquisition/Riglit of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $863,260 $863,260 '. >: ConGingency $0 $0 $0 $0 $129,490 $129,490 :::: EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $1,251,730 $1,251,730 ::;: Potenti8l Funding Sources: 216 Storm Drainage Devetopment Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. :z : ; _. ;:� ':'::...... ..:: . ':; . `.:::<;"::;:::>i:?�::�''::':>'.: ':_ ... .: :: <; :<:.;.:,:>.;:>^; >' <.:;>>`; :'. i.�... ...:...::.. .:. <>:: _ _ , _.. :..-_.:�....:... . -:.:.: City of San Bernardino Master Facilities Plan Project Detail _ . Project Tide: Progrsm: ' Project 6-WA-17 Storm Drainage Collection System Suhmitting Departmen[(s): Project No.: Engineering SD-47 Projecl Description: Construct a 36" to 30" reinforced concrete pipe storm drain in Guthrie from Pacific to south of 20th. Project administration, consisting of engineering, construction management and contract administration has been added at 30Yo. Contingency is included at 1550 of construction costs. 1ust�cation/Requiremenl for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-bff coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The tuning of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,..:::o�:.:::. 2::.10-1.1..::.: T 0 PROPOSED 2006-07 2007-08 2008-09 2009-]0 through all EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $161,390 $161,390 > Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construc�ion $0 $0 $0 $0 $537,950 $537,950 Contingency $0 $0 $0 $0 $80,690 $80,690 EquipmendO�her $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $780,030 $780,030 :: ' Potential Funding Sources: 21'� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. (cl . . i: : : . 'i ' ,: <:: >:: ;>. . ': ._ ,.:: �i`<:::::i::::`::> Ocfohet 200fi`>'.>`.:::'>:::>:::»:[><>:::. City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: . Project 7-AlA Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-48 Project Description: Construct a 45" storm line in Waterman Avenue from 13th Street to Gilbert. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`�0. Contingency is included at 15% of construction costs. lustification/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Project. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at cunent 2006-07 dollar value. ;;;:.;::...................................................................................................:.::.:::.:.:::::::.::::::::.:::::::::::::::::::.::.::.:::.::::.::::::::.::::.:::..::::::.:.:::::::::::::::::::::.::::::,.:.:::::::.:::::::::::.:::::.:::::::::.;:::.;:.: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009=10 through all EXPENDITURES Build-out Years : Design/Inspection/Administration $0 $0 $0 $0 $104,370 $104,370 Land Acquisition/Ridlit of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $347,910 $347,910 Contingency $0 $0 $0 $0 $52,190 $52,190 s EquipmendOther $0 $0 $0 $0 $0 $0 ':: TOTAL COST $0 $0 $0 $0 $504,470 $504,470 ::>: : Potential Funding Sources: 21 g : Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ; Bernardino County Flood Control District. - " � z:::;�f;:i;':.�:'i:;:;;;;:::;i;:;i'��':`;::?:;::�i`?:;;:t:i:::;:::><:;ii�>;iii:ii:i;iiiii<ii:iiii;iii;iiiz;i::i;;iii:?iii:::i:i;:t;fi�i`;::ii>i;;ii;i�:;i:;�:::::::;::::<:zzC:;:;�:;>i:i::;::�:�;>::;:i:i:::;:;:2;:;:2;:�:::;�:;i;;::?;;:;:iiii2:F;i::;i;::;i:;i:;ii:i;iii:':;::;::iiii:i<;;;:ii;:i:i;>i;:i;;iii`iiii;iiiiii;Ei;:i;;i:ii;:i:i:i;;::;?::;?::;;::::".;i;::;,;:::;>;;;r.'?i4:i::r::<i::iiii;:;::i;;`;i� �.� ..: :.::::....:...:::�:::o:�> . . . „'�LY�, bl.L'.. .:. . ... . . ... . ..:�:: ...:... . .:... ... .. City of San Bernardino Master Facilities Plan Project Detail _ :..... g Projec[Tide: Pro ram: Project 7-A1 Storm Drainage Collection System Submittirtg Department(s): Project No.: Engineering SD-49 Project Description: Construct a 45"to 90" reinforced concrete pipe storm drain in 13th Street and Valencito/9th Street. Project admuustration,consisting of engineering, construction management and contract administration has been added at 303'0. Contingency is included at IS�o of construction costs. ' Jus�ca�lon/Reguirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb stnrm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and `:: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ?: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ;: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. - Total 201.0::1.�::::::. PROPOSED 2006-07 2007-OS 2008-09 2009-10 through aU EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,823,440 $1,823,440 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $6,078,120 $6,078,120 Conlingency $0 $0 $0 $0 $911,720 $911,720 : EquipmendOther $0 $0 $0 $0 $0 $0 `::: TOTAL COST $0 $0 $0 $0 $8,813,280 $8,813,280 ;'::: :: Potential Funding Sources: 219 ' Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � %:: <(c) ; ... .. ' : > '' i: `, ;;.<::::;>::;..>>s;:';';;`:>. >:: . ,;._;:.;:�t � ; City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-A2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-50 Project Description: Construct a 36" to 108" reinforced concrete pipe storm drain from "G" Street to Waterman Avenue and an 8'X 8' to 12' X 10' reinforced concrete pipe from Waterman to Twin Creek. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`�0. Contingency is included at 15% of construction costs ': Jus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellutgs have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ? flooded creeks, washes, gutters and drains. ` Reference Document: Project Timing: City of San Bernardino engineering staff projutions that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-ouY' column. All costs are at nominal at current 2006-07 dollar value. Z010-I1 , Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Yesrs Design/Inspection/Administration $0 $0 $0 $0 $2,053,400 $2,053,400 Larrd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $6,844,680 $6,844,680 Contingency $0 $0 $0 $0 $1,026,700 $1,026,700 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $9,924,780 $9,924,780 : Potentisl Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the S�O Bernardino County Flood Control District. ;::>:::<::;c'::<.<;:';::<:<:<:;<:<.::<::>:>;:<;::?::::;:�:::::>::>::::> <:>i::>:>:::>::>::;::>::»::»><;»:::<:::i<::;::i::::::>:>::>:::>::::> :>:s<:::>::>:>:>.>:::<::::<:s:<:>:<:>:>:>:>i::»:::<:>:>;>::::>::;::::>;>::<::>::>;<':::>::;:;::?:::>;;:>::::�::;:>:?::::::<::�::::::s::.>:;::::;;.::>;::.<:s<::>::»:>:;;>:;:.::<;:;::;:;:::.;<,,;".';>;::;«::s::::>:::::;::::;: (3 ... <:.::..;:.:::::: :::: . . :.:.. . ;: .. .. :... ;.;:.:.;:...:. ......... .:;_ ;:. _., i7eLW�erz.,� ;::. City of San Bernardino = Master Facilities Plan Project Detail ` : ` Project Tide: Program: ; . Project 7-A3 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-51 Pro%ect Descriplion: This component is a 39"to 45" storm drain in Highland Avenue from Valencia to East Twin Creek. Project administration, consisting of � � engineering, construction management and contract administration has been added at 303'0. Contingency is included at 15�0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the Ciry's existing inventory. Jus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which ut turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm wa[er. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :.;:.;:.;...............................................................................................................:..::.::.:::::::::::::::::::::.::::::.::,.:::::.::::::::::.::::::::::::.:::::::::::::....::..:.:,::::.:.:.::::::::::::.:::.::.::_.:::.::::::.;::::.;:::.>::>:;:: 2010-11 Total PROPOSED 2006-07 2007-08 2QOS-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspec[ion/Administration $0 $0 $0 $0 $49,850 $49,850 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $166,170 $166,170 Contingency $0 $0 $0 $0 $24,930 $24,930 � EquipmendOrher $0 $0 $0 $0 $0 $0 <; TOTAL COST $0 $0 $0 $0 $240,950 $240,950 ::::: Potentisl Funding$ources: 221 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. :;;:�i�: . :�:>:::::<:;�c��>;::::::>::><;�::>:::'>'::»::»>�::'::':>::i>`>>:::<::'::<�:»::::>::>:::>:»::::>::::>:�::>:::'::;::::�::<:>:<:>:::::<:>::>:::::<:>:::::<:>::>:;>?>;`::�;::::;>:>;>i:>s;�:::;;:::�<>�c:<::>::�::`::a`>:::�:>::::::>::':::>:::'::;:>::>::>::>::::>::::>::::>:':<:::>::::>::<:::::>:�?:::::�:':':::«:>;::>:>:::>:::«�:;::?:<.:<;>;z.:;':::>`'::::>::>�::>::>::>::_>:.»:;;:::>::>»:::i::::z::z'::>:;z> ......��.... .. ..�:.�:::::::�.:..:........ .. . ...... ..: ., ..,, ... ... . . . .. . .. ...... .... �.:�::��'�' .... ... ...:::... ..:::::............ .. ...... ..::. ......... . ::: .. ... �:...:.::..... ..:. i......:".::::v.;;.;... City of San Bernardino Master Facilities Plan Project Detail Project Tide: Progrsm: Project 7-A4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-52 Project Descripcion: This component is a 39"to 48" storm drain in Base Line from Windsor Drive to East Twin Creek. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabflity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ' dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to �:' ' flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::; default to the"Build-out" column. All costs are at nominal at cunent 2006-07 dollar value. • _._......................_.................................:.......:.:.:::..:::::::::::::::::.:::::::::::::::::::::::::::.:.::::::::::::::::::.::::::::::::::,:::::::;:;;:.;;;;;:.;;;>;:.;;;:::::<:>:<: 2010-11 Total PROPOSED 2006-07 2007-08 2048-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $86,210 $86,210 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $287,350 $287,350 : Contingency $0 $0 $0 $0 $43,100 $43,100 ::::: EquipmentlOther $0 $0 $0 $0 $0 $0 : TOTAL COST $0 $0 $0 $0 $416,660 $416,660 :�:: .......:.::. Potential Frutding Sources: 222 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. . :»:<:>::»<r<:>:;<:;::>:<:i::>:<;;>:;:>::::i:«:::;:><.>;::,i>;;:;;:>;:::>�:;:.>::>:<;::>;;::;»;:>;::;>::>:z.>:<::>:;:;>..»::;::;;;:;z<:»:<:::i:<:;:«::::;:z<:::>::»>::>;:;::.»»::;>x.;;>;:;>::;»>::;:.>:.>;;;:;;.;:::,:<;,<.;:;:;;:�»;:.;;;:.»::;:::»>:�>;:,;;;:.»>:.>::>:_;::i;;;:,::;»»:.>;:>::»:.;;:;:;;:;:;;:c>::;.: >;::;::::ti.:�:>::::>::z:;<: 'z: .. ...:::�: .. .....\....:. ::`;:[[[�.�:ii;t:;;:::[ii[ti�:[i;;S[[i::::[i[[ii:::ti:tt[i::[tti:[:i:::C::iit:?i'``:`?t:Gt[;:i[[:::::ti;t:i:f::C':;:i:i[::�i::ii::iii:::2:i::i�::;;:::::::::;:::i;;::t<:i::ii:'rii:�i:i:::i:[::[;:;::t:;:i:i::;t:r;:%:i:[�£:i:;:::::ii:i:`:t;2:::::::i::::ti::::::::i::i::>:;;::�:i:::5::i::i:::ii_::::::i:::2:i::::::::i::�::;:::ii;::ii::R::..: . ;:i:.....�.�........................................._ . �.: ......................._..............................::.:::::::,::.:::::::::::::::::�:;::.>:::::::::<::::::::::::::::::::::::::::::::.:::::::::::::.�::::::::::.::::.:::.�:::a:�::::::::.:::::::::::::::.:::.:::::::::::::::::::::::::::::::::::::::::OCti�iQl. �::::::::�,,:::�»:: . ......................................................................... .................... ...::::::::::..:....................�::::::::::::.:�::::::::.�:_:::.r.--�..�.�:.....—:�.....::::::::::::.:�:�:.: City of San Bernardino Master Facilities Plan Project Detail _ Project Tide: Progrsm: Project 7-AS Storm Drainage Collection System Submitting Department(s): Proiect No.: ` Engineering SD-53 Project Description: : Construct a 39" storm drain from Sth Street to the Twin Creek channel. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached - dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create signif'icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to �: flooded creeks, washes, gutters and dFains. Reference Documenl: Projecl Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;;:.;:.;..........................................................................................................:..::..::..::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::.:::::::::::.:::::::::.::::.::::::.:..:::.:::::.:::.;:::.;:.;;::.::.;:;;.::;.:;.;:-;;:;.;:.;,::::«:::;;:.;>:<>::: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 tlirough all � EXPENDITURES Build-out Years Design/Inspeclion/Administratron $0 $0 $0 $0 $13,140 $13,140 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $43,800 $43,800 Contingency $0 $0 $0 $0 $6,570 $6,570 EquipmendOther $0 $0 $0 $0 $0 $0 : :; TOTAL COST $0 $0 $0 $0 $63,510 $63,510 ::z[ ': Potentiel Funding Sources: 223 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. ��3 ;< ::: ;:; ; .. :.::.::....:..: <: . ;:;:::;;::::::;>%::>::::::>::::<`::t;;:::. `.<:. ; .... :.,.9ct!�i�?o06; ,.::>: City of San Bernardino Master Facilities Plan Project Detail _ Project TiUe: Program: ': Project 7-A6 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-54 Project Descrip[ion: Construct a 78"to 54" storm drain from Meadowbrook Park to Sth Street. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30`�0. Contingency is included at 15�0 of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ' runoff coefficients of 0.850. Commercial and Office developments have a mirtor amount less with a runoff coefficiant of 0.830. Detached ; dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences ofNot Completing Project: Potential flooding of major and suondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks,washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The tuning of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::' default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :::::::::::.:.::::::::..:.::::.::::::..::::::::::::::::::::::::.::::::.;:.::.;:.:;.;:;::>::::>:::: 2010-17 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 througlt all EXPENDITURES Build-out Years Design/Inspeclion/AdmirvsUation $0 $0 $0 $0 $278,690 $278,690 ': Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ; Construction $0 $0 $0 $0 $928,980 $928,980 � Contingency $0 $0 $0 $0 $139,350 $139,350 > EquipmendOther $0 $0 $0 $0 - $0 $0 >`: TOTAL COST $0 $0 $0 $0 $1,347,020 $1,347,020 >:: , ....::_::. Potential Funding Sources: 224 Storm Drainage.Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. �::i::;:;::;:��`i:;i:';;;:;:i;::;ii<i:>iii:<:(`T:2;�:i�;::::;[`>:�`i:;::i2;::::;::::::;i:'::::::::;;i:;i�;i:i:;i:;::;:>::i:4:�i::�5:�:'i;::;:::5:�;::;::i:::;iii;:ii:it:;>i:i;ii:i:;;::::i;:::::::;i;iiiiii::�iii;J[:i:;iii;ii:i;i'i:i<:;;ii;i::ii%:��i:;i�i::;;i;ii'��:�;iis::::::;:;;:;::?i;::ii:;:�:>:;:i:;:::;::iii�::;:;ii;iii'iiiiii�;::t:i;>:;;<:;::;i":;::;;a:;:;;:.,;i�;>::;::;:::;:i;i:iiii;i;:::;::i;::;::::i �.� ..:.�::::..:::: ��::�:�:;.�:::::::::::.;:.::..::..:.. .. ...... .. . ........::�>:��:. ........... .. .........::., ... ;..,. . .... . ..... ' �.::::::.:.:: .:. . .... . .. ::::: . ... . �� ...... :.::. .; ..�::.::::::::. �.:..�_�. ... . . . � � "::�:: :... ... . . ....:.:::....�:::. . .....__......— ..:::... . ... City of San Bernardino , ; ; Master Facilities Plan Project Detail _ __. . :: Proiect Tide: Program: Project 7-A7 Storm Drainage Collection System Suhmitting Department(s): Projec[No.: Engineering SD-55 Project Description: Construct a 51" storm drain in Waterman Avenue from Sth Street to 6th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30�'0. Contingency is included at 15�'0 of construction costs. ' Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb stprm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :>: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Projec[Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;;......................................................................._......._..............................................:.:......:..:::::::::::::::::.::::::::::::::::::::::::,:::::.::,,::.:::::.::::::::::::.::.,::.::::::::::.:::::.:::::.;;>;;;:.;;;;;;;;:.;:.;:.;:.;:.;;;;:;;;;:>:;:>: 20I0-11 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 through . ell EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $43,600 $43,600 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $145,320 $145,320 ': Contingency $0 $0 $0 $0 $21,800 $21,800 EquipmendOther $0 $0 $0 $0 $0 $0 <:: TOTAL COST $0 $0 $0 $0 $210,720 $210,720 ':: < Potentisl Funding Sources: _ 225 Storm Drainage Development Impact.Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. c`; .. :::..:.:::.,. . .::::;:. .:�:....:�.:�...:::::::............:::::::::. ..:.:.::....:.:�.:.::::;;:.. .... ..............................::..:....:....... .:.....:::.:... . ..:. :..�:�.. .. ..:�:i;:i;�E . . . .... . . ... . . .. ... ...... . ...... _.(.i::::.::::.:::;:;:;:;'::;;;:;:::::::::.:;:;::;:z6:«<E::>:.>:.;>::;::'r;::::;:::[::::;;::::;i:;::;::::>;::>:;:`::::>'.:::;:::::>::::;::;:`;;::`::::>s::;::::::;::::<:;::>::::::»::>:::';:;;:.:;::;;;::.;;:::;::;:;z:>::::>::':::;:::»>:>:::::>::::>:::>::;:::;;::::::.::':::::;;::i;::::;:<:::::>:::<:r;:;:::>':::;:;;;:: _...__............._._..._................................... _........................................:...:....._...................... :.:::::... — — ....................:................................ .::::::::::.................._..... City of San Bernardino Master Facilities Plan Project Detail > , Project TiUe: Program: Project 7-A8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-56 Proiect Description: Construct a 10' X 10' reinforced concrete channel to 60" storm drain line in an easement from 2nd Street to Waterman Avenue. Project administration, consisting of engineering, construction management and contract adaunistration has been added at 30�0. Contingency is included at 15% of construction costs. lustification/Reguirement for Project. These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/turfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either rbof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: ' quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :''. flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-I1 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Yesrs Design/Inspection/Administration $0 � $0 $0 $0 $394,080 $394,080 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,313,590 $1,313,590 : Contingency $0 $0 $0 $0 $197,040 $197,040 : EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,904,710 $1,904,7I0 ; PotenGial Funding Sources: 22( Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ... -��.��:��.'::::>��:::%�':;'`.:'::,:?;[[::,':>'.[::::>::`::;.,.::;>:.......;::::;;:;`::::: :�; . . ;��. �. �� . .�. �...: .-.. � ::�;/�.;'.:;.i:::;;::`::::::>:::::�;':>:` .::, ... ., ...>:�C3 :.:..: �.�..:::�.:r:::.:..,. .. . ..:.�.:�:::. . .::.:.. . :..x:... ..:.<;:;:.:..:..:..:.: ..._�:.r::. -... :...:...... ..:::...�. ... ;. ... ...�::_ .._ .ii : ::i _ �CLQ�Jb1_.i� � . :::.��..: City of San Bernardino Master Facilities Plan Project Detail _ < ' Project Tide: Program: <: . Project 7-A9 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-57 Project Description: Construct a 12'X 9' reinforced concrete channel storm drain in Warm Creek from Mill Street to Valley Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30�'0. Contingency is included at 15�0 of construction costs. 1us�cation/Requiremenf for Project: These icnprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the . amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lotslwalkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to s: flooded creeks, washes, gutters and drains. Reference Document: Proiect Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-l.f::::::. :.Toral::::::. PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $319,700 $319,700 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,065,660 $1,065,660 Contingency $0 $0 $0 $0 $159,850 $159,850 EquipmendOther $0 $0 $0 $0 $0 $0 <. TOTIIL COST $0 $0 $0 $0 $1,545,210 $1,545,210 ?::: : Poterttia!Fvnding Sources: 227 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. `;"c ;:i: ;. ;`. `.. ; ;::.': '':`<:..:. .. ...'>::;:.... . (:�:. . .-:.:.-. .;:::.:...... . .....: ;. . ::: .::. .:. ,,;::::.;;:.:...: ..: :: ; :......... . _:.. ._OcLdhet�;2UU6:;;'.':;:''":::::r'::.. City of San Bernardino Master Facilities Plan Project Detail , -: Project Tide: Program: Project 7-A10 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-58 Project Descripfion: Construct a 48' storm drain in Mill Street from Warm Creek to Mountain View Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water wi11 increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ` flooded creeks, washes, gutters and drains. `: Reference Document. Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. � _ To.::::.. 20.:0::�.1:::::: �::.:: 1 PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $80,290 $80,290 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $267,630 $267,630 >: Contingency $0 $0 $0 $0 $40,140 $40,140 EquipmendOdier $0 $0 $0 $0 $0 $0 z:: TOTAL COST $0 $0 $0 $0 $388,060 $388,060 `.:;> Potential Funding Sources: 228 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � 'i: '::. >:s::i..;,.:,. ;<;. ."::;:::: �`: c:.. '' , r.;s:::>;:::::;:;;:..;.:;:>:: `. _ ; ;>::<:>:`Oetd6at>Z0�6;;:::<`;':;:';;;;:' (c3 ; ;... ;.:::.... . ,. .: » ;: >::.;. .......::... ...:::: _ . :.; :.::.;: . __:::.;.:: ._ >.....:::.;:::.;::.;:.;:.;:.:.;::. ; i City of San Bernardino ' ' Master Facilities Plan Project Detail _ pro rsm: ;, Project Tide: g Project 7-Al l Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-59 Project Description: Construct a 12' X 10' reinforced concrete boz in Warm Creek wells. Project admuustration, consisting of engineering, construction management and contract ada►inistration has been added at 30`�0. Contingency is included at 155'0 of construction costs. Justification/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached - dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent wi[h General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 201 D-l.l::::::. ToW:::::. PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years ' Design/Inspection/Adminisfration $0 $0 $0 $0 $149,920 $149,920 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ConstrucGion $0 $0 $0 $0 $499,730 $499,730 Contingency $0 $0 $0 $0 $74,960 $74,960 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $724,610 $724,610 >:: Potenfial Funding Sources: 229 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. >.. ;:; :::>:;`:`;`..<'.t>::>:::;`::`''.::.<';::.:.. ..;c::>:::;>;;<;:<,<.;".<;;::::>:::::>;;.:::;'>::>:':::.':::, ;`::::;::>:;::>;>:::>::;:::>::::::>::::>::::::>:<»'.;>::»:':::::.>:<'>.;: fkiofier ZU06 r.:.:..:::.:::.:.::::::;:........_..:.:.::::__..........................._......................................:..............................::.::::.:::::::::::::.::::.::.:::.:.:.:.:::.::.:..:..:......::._,:_:::._:::.._.......:...._..._.,........:..:..:.::...:;:::;. ;;;;::::�:3:.:;.:::::::::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::::::.::.::::::::::::.:::::::::::::::::::.::::.::::::::::::.:::::::::.::............................. . . _. -- _ _ _ �` ; ; `: ; City of San Bernardino ; Master Facilities Plan Project Detail _ Project Tide: Program: ': Project 7-B2 Storm Drainage Collection System Suhmitting Departmen[(s): Project No.: Engineering SD-60 Projecl Description: Construct a 36" storm drain in Golden Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. ` 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roo€, asphalt or concrete parking lots/walkways a have � runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 ' However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ! quickly. Consequences of No[Completing Pro ject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ': flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to[he"Build-out" column. All costs are at nominal at current 2006-07 dollar value. t:::::: To al 2010-1.�::.::: PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years ' Design/Inspection/Administration $0 $0 $0 $0 $12,110 $12,110 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $40,350 $40,350 : Contingency $0 $0 $0 $0 $6,050 $6,050 < EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $58,510 $58,510 Potential Funding Sources: 23Q Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. , _ .::,::� .;:...:>;...:,>;:::;::::;::;::::':^';::>:;::':.:>:'::::::z:::::::`:>;>.;.;`::>::::>: .:.:. ....: ... : ,:<;::;;;..:::,::`:>':<::::'`::.;:;z:;::>;>:::::>::::::::....... i ,` ::::<:s:>' :::: .,;:>1::: Octnhat ZOOG : ...<r� .... .....'::r:i. ::;<;::;:r:...:�.;;;.i::;::>':'>i::r::;:;:::;::.::.�>:;;;.:::,;;:....;::i:��:i::i::;:.,::<. . :. ....-;. ::;�:...�.:::;•.:...::..;:<.......::::.:.:. .:.:>;:::..;;;�.;;.;.:::.:.;:�:...r::::...: .... .::. , .:::.:.: ...:..;::.::::. �:::::::�:;::::::::::.:::::::::::..:.�.:.:.....:.:::::........................._. . . .... , ;:::.. ;;: : ; � ,�, ;. , ; * , ;< ; �:: City of San Bernardino ` ' ` Master Facilities Plan Project Detail Ptoject Tide: Program: Pro�ect 7-B3 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-61 Project Description: This component is a 60"to 39" storm drain in Highland Avenue from Twin Creek channel to east of Newport. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing • inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lbts/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ` dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and i quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to : increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ' : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that aze The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs <: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;;::>:.;;�;:«.::;;.;>.:::;:.;.;;:::::.;::..::>;.:.::.:.::...::::.;:.......:.: ;..:.::;;;: ;::.;: ,:: _.; ,::::::;:::::::::.::::::::,::::::::::::::::::::::::.::::::::::::::::::::::::;;:::;;:.;:.::::::::::;:,,;::.:::,:.:::.::::::;:;;;;;;:::.::.::.::.:::...:.:.:. . ,.. .......... 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspec6on/Admirustration $0 $0 $0 $0 $1,995,060 $1,995,060 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $6,650,210 $6,650,210 : Contingency $0 $0 • $0 $0 $997,530 $997,530 EquipmendOther $0 $0 $0 $0 $0 $0 ,:;:: ;.;:.;:.;. TOTAL COST _ $0 $0 $0 $0 $9,642,800 $9,642,800 ;;::; Potentis!Funding Sources: 231 ': Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. .',,. ::;;:. ....;;..:.�..;.�:.�,:::..�.:;;::.. :x::�. ��'; .:.�:;:: :?::`;;::;:::EE;>.:E�::<:E:;>:;:?.:;.��i;�:�>:.:;::>:::�:..:::..�.';>::;:,:'"::;:::::::;�'..:;:;:;:'��.....�.� �::: �.....�-.. �.- �.:> ';:< �'`� r Z0o�6 �>:�>-�>: .............:::.:::::.:..:.:..........._....:.::::::.......:.:..:..............:.:.:::::::::.::::.::::.:...................:..........::._:.::..,..:::::.:::.:.:..........................._.:...:::::::::.:.....:.:.................,...::::::::._:E�Cf0�8.,__......._...._.._...... ii�::;::;i��::;:i;i::::i:�i:;;:::i?::i:::;::::;Ii::::::i2::::::::;i:;:i>:'{.::i::i::ii::::::>:::�:;::i;i:<i:::;::::::::�:::>:::i::i:;:::;:;:;»;:;:::::::;::;;::;::;:::2:'::>::.>:.::.::::>::.:::>:;:::c;»>:>:::.;;;::<o::::::r,:.;::::::>::>;::::::..::::::::::::::::::::::::::::.:..........._..... . �::;:::.::�:�:.:.:::::::::::::::::::::::.::::.�,:.................................- ..................................... � City of San Bernardino ' Master Facilities Plan Project Detail ; ' ' > , ;: , ..:. . . Project Title: Program: Project 7-B4 Storm Drainage Collection System Submitting Departmen[(s): Project No.: Engineering SD-62 Project Description: Construct a 6'X 6' reinforced concrete box storm drain in Conejo Drive from Twin Creek spreading grounds to Quail Cannon N.D.C. Project ::: administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15�O of construction costs. ,. Jus�cation/Requirement for Proiect: :; These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the ::::::::;:_: amount of development which in turn decreases the amount of pervious(i.e. dirt/turfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered wit}i either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and ':: quickly. Consequences ofNot Completirie Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, : patking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::° flooded creeks, washes, gutters and drains. Reference Document: Projec[Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current ... 2006-07 dollar value. :. ;:;?;::i::>::>:z::<:::>:;;»>::::>:::z:::»::::;::;>::»::>::;;:.>:.;::>:.>:a;;:.>:.>:.;;>:::.;;;;;;;:::.>:::;.>::.:::::::::::�::.:::::;::>:::>;::;.::::.::::;:.::�::�;::;::;:;;:::::::>:.:;:r:::::::»;.:r:::::................�::.:::::.:.:....:...:..:::::. ..:.;. _..:::.. .. : ... Z010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-]0 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,145,170 $1,145,170 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 ' Construc�on $0 $0 $0 $0 $3,817,230 $3,817,230 Contingency $0 $0 $0 $0 $572,580 $572,580 '>` EquipmendOther $0 $0 $0 $0 $0 $0 ;<:>:« >:::<:::> TOTAL COST $0 $0 $0 $0 $5,534,980 $5,534,980 Potentia!Funding Sources: 232 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. , ` > ...:: ;..:;:''">.: ;.;;>;:::>:::::s:<::::>::>:>:;;:>:::.;;s:::::;;::;:::::::.: '::.;::::::;:.>;<"''::.:...:.: .::::::::>:;.'`>::»::>::>;:::; ",` ':Ocu�er'.?OOG:.;::`;;::::;:::>.:..': .:%�o '��;:: ::>- ;:�i -��.�::;%-:.�.�:::i:::i:;<><>:>..::..� .<;::';....;:;..: ...�.....::t.s::>:::;�>:<:::;:::r;�;:.:>��:::�<r:<::: �;,;.,..:;::::::::::.;::.��:.;:�.;;>�.;;::;:�>.��:�.,.:.: .. .::.::. >.:....�:.:..:::::.:. .::;: . .. :<�,�.:.. .. .::::._. ......i................... . ....... �` City of San Bernardino ; Master Facilities Plan Project Detail , _.... Project Tide: Program: Project 7-BS Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-63 ' Project Description: >:: , . ;:: Construct a 39" to 36" reinforced concrete pipe storm drain in Conejo Drive from 39th Street to Andreas Avenue. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ! runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, piaygrounds parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. <;:::.;:.;:;:::.>::.:::.;;: :>::>::>;::;:;. . >.::>;:;;:;:...... ::.::...:.:: ,. . ..:.;;:;:;;::;:;;;;::.;:;:::::,::.. ,. .....: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through al1 EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $242,230 $242,230 ' Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 ; Construction $0 $0 $0 $0 $807,440 $807,440 Contingency $0 $0 $0 $0 $121,120 $121,120 EquipmendOther $0 $0 $0 $0 $0 $0 > TOTALCOST $0 $0 $0 $0 $1,170,790 $1,170,790 > Potentisl Funding Sources: 233 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ;: �� <:: > i: ..: .. .< i:.:.. ,::::` . `':':: .... Octohet 20oG::... �, ` ` City of San Bernardino Master Facilities Plan Project Detail _::.:J Pro'ect Tit1e: Program: ', : Project 7-B6 Storm Drainage Collection System Submitting Department(s): Proi�t No.: Engineering SD-64 Project Description: Construct a 57" to 36" reinforced concrete pipe storm drain in Los Flores Dzive from Conejo Drive to Mountain Avenue. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30`Yo. Contingency is included at I5� of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the . amount of development which in turn decreases the amount of pervious(i.e. dirtJtur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residentiallbusiness development will create significant amounts of runoff that must be dealt with safely and ` quickly. Consequences of Not Completing Project: Potencial flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :� flooded creeks, washes, gutters and drains. Reference Document: Proiect Timing: City of San Bernardino engineering staff projections that are The timing of the capital constr�ction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs .': default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .:..:. :::.. :...:...:....:.::::.::.:::.>.::.. ;:.;::.:.:::.;::. :: >::::;.;;;;;::::::;:;.::::::.;;...::::::»::.:.::.:...._:..::::.::>:.............::. ....... 2010-11 Tota( PROPOSED 2006-07 2007-OS 2008-09 2009-l0 through all EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $84,630 $84,630 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $282,090 $282,090 ':< Contingency $0 $0 $0 $0 $42,310 $42,310 ;:: EquipmendOther $0 $0 $0 $0 $0 $0 "'`�` TOTAL COST $0 $0 $0 $0 $409,030 $409,030 ::::.:::::::::::::::.:�:::............................................ Potential Funding Sources: 234 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ;:.:: > J... ; ;: :;`.:::;:':;:::'::. :.:::::.:::>:.>:;:>::::::::::::;.>::::::>`;`::::::::':>.:;:;:.`::`OctWwr:Y00G .... '. .: :. (t3;::;. <::>; ':>;: ;>». `:: >.. ; >: <;::<:::>...::,>;:. : .:.-::,.>:;.... ..:,;:;:;>::>.;:;. ::;;:; :::;:.:.;.::..:.:..:.;::<,. ;:.;:.;;::�;::;;;;:..: : ;:: >. :.:. ....: ,: :::: �: City of San Bernardino Master Facilities Plan Project Detail t ;:>:<::. _ g Project Tide: Pro ram: Project 7-B7 Storm Drainage Collection System � Submitting Department(s): Project No.: Engineering SD-65 ': Project Description: : Construct a 36" to 48" storm drain in Citrus Avenue to Del Rosa Avenue. Project admuustration, consisting of engineering, construction management and contract admicustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Proiect: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ': quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. • Reference Document. Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:: ,: , :..:::::::.:... ::::.::.;.:.:::..:.:....:..::.. ; , _ _. _:: .. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admitistration $0 $0 $0 $0 $106,090 $106,090 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $353,630 $353,630 > Contingency $0 $0 $0 $0 $53,040 $53,040 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $512,760 $512,760 Potentiel Funding Sources: 23$ Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. i:: ;>:; -:: i:: -.:.' : <.>... ``;:::>::::::>:>;::<::::>:`:::`>::>::;::;:::::::'::::;:::..... i :::::i:::::< ;;: Ocf�tiet Z004;:. ;;::. (c):<> <:: '.'.:... ,::: .. :.::.... .:;:: . ,<:::. ..:; .;..... . .....::::,.: ....;.::::..<::;.;::.;:.;.;:.;::..;:.,...:.: .... _:. «...::.;.:::: :..:..:.:.:>. : ::... _:,.. (: City of San Bernardino ' ' Master Faciliries Plan Pro�ect Detail ' ' ' ; J ; :... Project Tide: Program: ' Project 7-B8 Storm Drainage Collection System Suhmitting Depar[ment(s): Project No.: Engineering SD-66 ;:::::: Project Description: . Construct a 36" storm drain in Date Street from Del Rosa Avenue to the Del Rosa channel. Project admuustration, consisting of engineering construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. .lus�cation/Requirement for Pro ject: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'uUtur�surface reducing the capability of the ground to absorb ,storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. Consequences of Not Completing Pro ject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :`i default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. _ ...:.::.; ::.:�::::.: ::..: _.:. ... ,.::. 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-IO through aU EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $20,660 $20,660 Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 Constrnction $0 $0 $0 $0 $68,860 $68,860 <> Contingency $0 $0 $0 $0 $10,330 $10,330 `? EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $99,850 $99,850 >: Potential Funding Sources: 236 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmentai grants and possibly some support from the San ": Bernardino County Flood Control District. ; <> ;.. '.»..::;::6r,>;.;:.::; :;E::.::'; ::;::::::....::::>::;:<:;;r>::>;,, ., ; .. .>..::., ......... . . .. ::: ::, .::.::i .. �'� .. ;..;' :.::.r:::::•::::r:r:>:�:::i;'::.-:. .:.^::i:.,`::.��'�:•i:;E'E;:i:::�i:�i�:i;::;:�:�:i:��:: ' .�.::;��::_. .:;: � .��;.5i �.::: ... .. .��:�>:::::.;�:�::::::....,.;..,.,..:.�:::,.::�::::::: •:��:::::.:.....:�::::::��:�:::. .. � :� � ...: :::.:::�:..'.�. ...._......�...... ��. .::.: . . � . ;:�:::::.,..:�... OCt�ihOt ZOUG: <% ; ;;.;:.:;.::::.:;.::::.;.;:.;:.:;.. :: ....::.:......... : . ;.:;:::>:;.:>::;>: :.:.... . ;:::: ,;; >:< ; ;: , : , , City of San Bernardino Master Facilities Plan Project Detail ; _. �::>:. Pro ram: '" Project Tide: g Project 7-B9 Storm Drainage Collection System : SubmiUing Department(s): Project No.: Engineering SD-67 Project Description: Construct a 35" storm drain in Pumalo Street from Del Rosa Avenue to Del Rosa channel. Project administration, consisting of engineering, construction menagement and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. '. lus�caUon/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and , quickly. Consequences of Not Completing Project; Potential flood'utg of major and secondary arterials including most residential and business areas may occur as development continues to ; increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, - parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: : City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:>::;:;.,.:,>::::. ,:.:.. _.. ,,:.:.. _.....:.:.:....:..:::::..:.:...:::::::.. . - To�al 2010 ll PROPOSED 2006-07 2007-OS 2008-09 2009-10 through �1 EXPENDITURES Build-out Years Design/Inspection/Administretion $0 $0 $0 $0 $20,100 $20,100 Land Acquisition/Right of Way $0 $0 $0 $� $� $� Construction $0 $0 $0 $0 $66,990 $66,990 »: Contingency $0 $0 $0 $0 $10,050 $10,050 ;:> EquipmendOther $0 $0 $0 $0 $0 $0 >::>>:: ;::>:>;; >;.;>, TOTAL COST _ $0 $0 $0 $0 $97,140 $97,140 ;:.;:;:::::::::::::::::::::::::::..-::............................... . Potential Funding Sources: 237 Storm Drainage Development Impact Fees, General Fund ruipts, inter-governmental grants and possibly some support from the San ': Bernardino County Flood Control District. (��..... ..:. ... .. :. .. ..:.:. . :: ...:.. :: ';::>:::;<:� ;;. ':: � � ... ; !: ' ` City of San Bernardino ` Master Facilities Plan Project Detail <:..... : ; , ::;..,: ` Project Tide: Program: ' Project 7-B10 Storm Drainage Collection System : Suhmitting Department(s): Project No.: : Engineering SD-68 Project Description: Construct a 42" storm drain in Del Rosa Avenue from Del Rosa channel to Highland Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i:e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered witti either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business d0velopment will create significant amounts of runoff that must be dealt with safely and :< quickly. Consequences of Not Compleling Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to < flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :< default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:. ;:.;:.:.....:::.:.;:.;:.::.:.::.:::.::.;:.;. .: ::::.:. ... . .. >::>:::::;.;;;;::.;:;.;;:.;::,;:;.:;.;:;.;::.:;;;:;.;:::.:::::..:.>::.:::.:::.:::::::::::::::....::...::::.::....:..::..:::...::. .,:::::....:..::..;::::........;:.;::.:.:. : ;:::. .. . :: 2010-11 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-IO �hrough all EXPENDITURES Build-out Years ': Design/Inspection/Administration $0 $0 $0 $0 $69,380 $69,380 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $231,260 $231,260 Contingency $0 $0 $0 $0 $34,690 $34,690 ':<:: EquipmendOther $0 $0 $0 $0 $0 $0 • «::>: >::::?::> >:::>:: < ZOTAL COST _ $0 $0 $0 $0 $335,330 $335,330 Potential Funding Sources: 23$ Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ;:::: . . >:' ; ;: < ;;.;..:::`:.r.`::»>:::`;:"::`::::::>. ::`»;:;»:` :`:::>:;::;::::::::;::'>;: <: ;: <::»:.�;;:;::::;::: Oetchei ZUOG:::<.'::.::'`<r.>`: �.:.:(t) ... ��::�. . .�>:: . :. ..: �� :.;:�_:. . ..'..;��::;.:: �:::::>:.>::>:::::>:.;:;.:<:;;>::;>:.>::.:>.:.;::;:::�:�1;::;::::::...::;:.i:::.;::a•::::;:::.. ...::..�� ..<.�:>�.. ::.;�:...:.;:.;::::�:�.;�.;: .:.. ::. .. x ..:.:::::;:. ...,.:.: � City of San Bernardino Master Facilities Plan Project Detail , , > Project Tide: Program: ProJect 7-BI1 Storm Drainage Collection System Submitting Department(s): Project No.: '. Engineering SD-69 Project DescripUon: , ' Construct a 42" storm drain in Pacific Street from Tippecanoe from Warm Creek channel to Base Line. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off ccefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff[hat must be dealt with safely and quickly. Consequences ofNot Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document. Project Timing: City of San Bernardino engineering staff projections that aze The timing of the capital construction or acquisition described herein, consistent with General Plari requirements was not included in the scope of this engagement. Thus all project costs :;:; default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:..• :::::.......:.. . . . .. ,.:. . ;:::::;;::>::»:->:<::::<:»::>:::««:>:s:::;<>::::>:::<::;;;>;>:»:«>:>;z::::::::>::<:;:::>:::<;:<::<:::>::>;::;<::�::>:<;;>:z<::<:>::::>;:;::.;;;>:<::>,;;<::::>::,>.<:::,:>;:.;:;.<.:::::::::::::::::::::.::.::::.::.::::::::.::::::::::::..::::::.:.:::::....:.::.::........... .. . 2010-II Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years '. Desi�n//Irtspection/Administra[ion $0 $0 $0 $0 $37,280 $37,280 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 : Constructron $0 $0 $0 $0 $124,260 $124,260 ': Contingency $0 $0 $0 $0 $18,640 $18,640 >'. > EquipmenUOther $0 $0 $0 $0 $� $� ;::;:<:<,: >::»::> ;: ' ' TOTAL COST $0 $0 $0 $0 $180,180 180,180 ;>;;;> Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibiy some support from the�an 9 ; Bernardino County Flood Control District. ;.:..: :::: .. . :.:: . . .. .,.. ;, . :.:;:,>..:>::..>:::.:;> :.>:... ;:.`:">z::;:..::':>;..;..>:;:°>;:``:`:::>::>;'>;.:'>:;::..>.:i:::;. i ::::::::' ;ZOU4 . '.;.:: ..::>�-.. � ;. ...�;;. --: ::: -.:.� ::::�� .� : �:�... ��'::>:�:,�>'<>':: ::;:>;..�:::>;:�:�:c::>;;;;..::.�:::::>.:;:;.:..;�::;:>:..'�:::>;;>::»...:;<:::'r<:::�.�...;;::.:.>;:..::.>:::::: . -....�:::.. ... ;.,.�Ct6h0i..: ..: :...:.:...::. ..!:::::i�t'{....::.......i>i....:.. . :�:.i .....- ..;:.;. .... ...: . :: .::....�.. �:::... ...... ....... ........ . .. City of San Bernardino Master Facilities Plan Project Detail , Projec[Tide: Program: Project 7-B12 Storm Drainage Collection System Submitting Department(s): Project No.: Engicteering SD-70 Project Description: This component is a 51" to 39" storm drain in Tippecanoe from Warm Creek channel to Base Line. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�'0 of construction � costs. This component of the City's storm drainage collection system has been completed and is part of the City's e�cisting inventory. lus�caliori/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :< default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,... :::::.:.:..: ::::.::: : :.::::.::... ....... ..:.:.. ..:.:;::.;:.;::.:... .,,.;::>.;:::: �.,,.::.. :.;:::. .. �.:.::..:.:.:...., .. .;:. .,... ;.. .... :. 2010-II Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $144,510 $144,510 Lsnd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $481,690 $481,690 Contingency $0 $0 $0 $0 $72,250 $72,250 EquipmendOther $0 $0 $0 $0 $0 $0 :;:::::: ;.;:.;:.;. ' TOTAL COST _ $0 $0 $0 $0 $698,450 $698,450 ;:;;::>:;:' ... Potential Funding Sources: 24� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. '<: ;>:: ;sr<:>:;;..:::<:.'::;..:':::'.:>;>::>;;:::>::>:'>::.>;:>:;.r;.;.<»::>'.:;..:>?::;:::. :;::>:;::::::`;`:::;::,::»>::>:::<:»>::::::::r:`::;.:<»>::>:::::>r'»::>::>>::;::>':::;:;:c:;';.::"::.::;.;:;. ::;:<�ciciioi:ZU06 :<.` ;:.;:.;:.r.. :.. ,.:. . ::,::..:..:..:::..:. . _...... )..::..:::.::.::::.:::-:::.�._::.::::::::::::.:::::::::::::::..::<:;:.;:;;::;i;>;i:;E:i;.:::;i:zs;:::;:;:::;::::;::;;:::::::::;;;;::,::.:::,.;:<;:::;::;ii:o;:;::::;:;............::;::;::;;::i::;,::;i:. >;::;.;:.;:.::..:.::.;;;;..:......:..::::::::.:..�..::::::... . .:.x,.: . .::...:::.. ....::.�::�:.::.._...._._..........__................................ .. .. .. ` > ;` ' City of San Bernardino ` Master Facilities Plan Project Detail _ Project Tide: Program: � Project 7-B 13 Storm Drainage Collection System Suhmitting Department(s): Project No.: : Engineering SD-71 : Project Descriplion: Construct a 45" storm drain in Base Line from Conejo Drive to Del Rosa channel. Project admuustration, consisting of engineering, ' construccion management und cor.tract sdmitistration has been added at 30`�0. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either xoof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached : dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document. Project Timing: ICity of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. , ,«;..,.;;:: . :::><:.:;:;::. .<.:;.;;;::;:: :;..::::.::.. :.::.,:;:. ,..:.:.;<:;:...... ;; . 2010-11 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough a!I EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $18,950 $18,950 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $63,150 $63,150 >s: Contingency $0 $0 $0 $0 $9,470 $9,470 EquipmendOther $0 $0 $0 $0 $0 $0 ` TOTAL COST $0 $0 $0 $0 $91,570 $91,570 s Potentiel Funding Sources: �d 1 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from.the S�t Bernardino County Flood Control District. ;.:.:::::':;>::::>:<>:;::.::':. >;:..: ;:: : :>::: , :. > <. .... . <. >'.:.....>.,;.::::::.::;:::. ;<>::;;:>::':.;'`;:::, Z00fi.:: . :.....: :: _.:. .� ; �.:::.:..:.::.i��.::::;?<i:i:::;i'.`i':?:.;:::i:�:;,:;:; : ..::;::".�:�..;1i'i`i:.;:�i:�:::,:;: ... . .�.:° :.:;i�: .,:;::: ...�.:::i:.::...::; ...�:�>;:;:;�.;::;:.;;:r:�;::;;.:>.�:.;..;;:.::::.�� ::;;:�.' ��'"' x.„. . . . .... ..._... ..::::::�:�..:......:.:....:::.............................. ...... . ... . � ,.. _ <.: <.> . ; » ... ,: , ,� :`�� i ;.. � , ; ` > City of San Bernardino ; Master Facilities Plan Project Detail :::. : : Project Tide: Program: Project 7-B14 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-72 Project Description: : This component is a 6'X 4' to 75" storm drain in Morgan Road from Brookfield Drive to Devil Creek channel. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's e�dsting inventory. Jus�cation/Requirement for Pro%ect: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amoun[of pervious(i.e. dir[/tur�surface reducing the capability of the ground to absorb stoim water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-S units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potentiel flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ;. flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Buffd-out" column. All costs are at nominal at current 2006-07 dollar value. >::: :.>::>:;::;:::.>:.>::.:::. ..:.;:.;: ;:: ..:..: ,:..............:.......:::::..:.:..::::..: .... :.;:::. 2010-11 Toral PROPOSED 2006-07 2007-08 2008-09 2009-10 through aIl EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $509,600 $509,600 Land Acquisifion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,698,660 $1,698,660 Contingency $0 $0 $0 $0 $254,800 $254,800 EquipmendOther $0 $0 $0 $0 $0 $0 »::>:> >:>;::;:;: ' TOTAL COST $0 $0 $0 $0 $2,463,060 $2,463,060 Potentiel Funding Sources: 242 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. >>:; . :...;:.. . : ;i ;s . ;;.o::;;.... .. . .. .:::'..: :::;::. .'.,.:...::.`;>`:>z;`::.;:;:>;';:';':'.;;:;:>::>:;;?:i::;>::::::::..:;:::>::::;:.>;:::;`.:::::::.:;::::::[>::;:'::::: < ZOOG> ..:::.. _;. ,:..:::.._.....::......:::.::::::.,.....:.:.:..:........._._.::.::::.:::::::::::::::.::..:.:..::::.::...........::..........:....::.:::.:.....::..:::::::::::.::::::::...:...............:::.::::::::..:��t>........................ .. ;;;:.;:.;� :>::::::»::>:e:>::<::;;:.>:.;:.;:.;;;:;;:.;:::.:;;;:.;;:::;::>::>::::;:;:.;:.;;::;;::.;;::.;:;,.>;;;::.>;;><;:::>;:<:»::;;;;;,;;;;;;;.;;;;;;;:.;:.;:.;:;;;;:;;;.>:::;:.:;>:;.;>;:.;;;:.;:.;:.;;;»»::.;>::::::;::.;:<::::;.:::::::::::::::::::::.::::::::::.::::..........................:............................ ;>;::::1:�:.:.:.::::::::::::::::::::::::::::::::::::::.___.. ......: :<:.:»::::;>:>;�:.:::;:::';:;::::::::;:::: >:::::`-`:>::::':::::;::>:::>::>:: :;:>:<:::::::;:::::::::>. >::>::;::::::;;> . :>:.:::... , .. .. .... ;: » �1 ;; ,� ; ; ,>::::<:.. ..:. : ' � City of San Bemardino ' : Master Facilities Plan Project Detail _ ' i Project Tide: Program: Project 7-B15 Storm Drainage Collection System ' Submitting Department(s): Proiect No.: I Engineering SD-73 Project DescripGon: 'f,his component is a 60" storm drain in Little Mountain Drive at Morgan Road. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30`9. Contingency is included at 15% of construction costs. This component of the : City's storm drainage collection system has been completed and is part of the City's existing inventory. 1us�cation/Requirement for Project: T$ese unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ! dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and , quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks,washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs < default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.::::.;:.::.:.:..:::>::>;::.::. . :.::... ::;.::.. ;:.;.;:.;:.;:......:..:::::>:..: . .. ...::.;:..::.. ;::;:::::,.;.:::;;::::::..:::::::::::::...._:.............._......:..._._... . . ;; 20I0-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 lhrough a11 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $164,870 $164,870 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $549,580 $549,580 Contingency $0 $0 $0 $0 $82,440 $82,440 < EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $796,890 $796,890 Potential Funding Sources: 243 . Storm Drainage Development Impact Fees, General Fund recipts, inter-govemmental grants and possibly some support from the San Bernardino County Flood Control District. <... >;; ': .. .. >.: >;:: :`:,:::.. . .... .... .:.. ";:::::>::. ::::s.;:;. .::.:.:::`�.;:<::;>'; ;:::;:::><r' `' <;::;.>::>t)Ctaher Z006> >. _...... ;:...:.:.....::.:,..:.......::.:::::::.:.:::::::;..:...........:................_::.:.:::::.::::::.:::,:::::::::::::::::.:......:.::::.::................:::.:...._._.....::::::::,:,:::::.:.:.:..::::..:.:.:::::::::.............:.....:.:..:::.:::::::::::::: ;::.;:Z;;..::::::::::::.::::.::::::..::::;.;:.;;:.;;::;;::::.::::.::::::.::.::::::,::::::::,.;:;;;;;;;::.;.:::::::::::,,::::::.:::::::::::::::::::::::::::::::::::::::::::::::.:::::::::::,.:::::::...................................._..............._.......... .. . ::::<.;:t:�:.:..::.::::::::::::::::::::::::..................._........................... . City of San Bernardino " Master Facilities Plan Project Detail Project Title: Program: Project 7-B16 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-74 � � Project De.scriplion: Construct a 51" storm drain at the corner of 3rd and 40th. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30°l0. Contingency is included at 15�'o of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i;e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industriai properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and < quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein consistent with General Plan requ'uements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. Tota! <>::>::::::<:>:::<:»::s»::>::>::>::>:<:>::»ss::>::»>::»>:«::<::<::<z<:«:<:>:::::;;:<:>;::»>::::>:«::>::»::>:z:::;s:.;:.;:.;:.;:.;:<.;;:.;;:.;;;;:;:.;:.;:.;:.;;:.;:.;:.;:.::.;:.;:.;>.::.;:;;:.;;:.;:.;:.;:.;::.;:.;:.;:.;:.;:,.>:.;;:.;:.;:;;;.;:.>:.;;::::.;:.;:.:.;.;::,.;:::::::::::..:::,::::::::::::::.:::::::::::: ,;:::;. 2010-11 PROPOSED 2006-07 2007-OS 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Admirustration $0 $0 $0 $0 $142,750 $142,750 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Constrnction $0 $0 $0 $0 $475,840 $475,840 Contingency $0 $0 $0 $0 $71,380 $71,380 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $689,970 $689,970 Potential Funding Sources: 24t� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. _::: - ::;,;:. ..::...�...;:::`:: �: , :<':�<>:E:EEE;z:?::E:">.�`:)::;:<:>::;�: � � . ..::� �� . :� ��:.;i::E.E;��:'::::::::<:::>::ii:':;:<rE�';:;:'r:�.:>;::>:;>.;>::rE::'.::'.:::>EE<:::::,:`:':??::......:.. . ... .. . � .. ..:...i:::::;.. . ... .. �:.::.. ::.:::::;:..:.:: .:�;•.::.>:.::::::::::,:.�:"�::.:::::.. �:::�-.:..: . .;.:..:. ::.::::.::.>r.::::.:>;> .........:.>;>::..::.:�::::.::.>:.>�.s:::.:::::�.:::>r�.:::::::::»:: .:. .. :.�CL�SQf��i.. ......:�....i: :.::�;:::�:�.::::::::::::::::::,::::::::::::::::::::.:....::.:..:.................:...................... . . . ... .............. �: ;; City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-B17 Storm Drainage Collection System , ; Submitting Department(s): Project No.: Engineering SD-75 Project Description: , Construct a 51"to 39" storm drain in Mountain Drive from Devil Creek channel to Hill Drive. Project admuustration,consisting of engineering, construction management and contract admicustration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and >: quickly. Consequences of No[Comp/eting Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;:: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. - Total »<:::>::>:;»::::>::::»:<:::>::>::::>:«<:::>::::<:>::;:::::>::>::>::>::»::>::>::»::»»»::>::>::;>:<::<:::»»::>:::;:>::>::;;>::,:;:::»>:;;»::>::r<::.;;;:.;:;.;:.;:.;::.:::::.;;:::;:;<.;;;;;:.;:.;;:.;:.;:.;:<.;:.;:;.;;:.;;:.;:.;:.;:.;:.;;:;.;:.;:.;;:.;:<::.::.:.::.::.>::::::::::,.,:::,,,::.:::::::::::::.-::::::: 2010 11 PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years ': Design/Inspection/Administration $0 $0 $0 $0 $348,520 $348,520 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,161,730 $1,161,730 Contingency $0 $0 $0 $0 $174,260 $174,260 #> � EquipmendOther $0 $0 $0 $0 $0 $0 < TOTAL COST $0 $0 $0 $0 $1,684,510 $1,684,510 z Potenfiel Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�a4n5 Bernardino County Flood Control District. ;:: <:"'>:`::;::::::>::;::;:':;`:?:>::::>:;: ;... .. '';:::>;;:;:.... '. ::»;:::;::>::.;::>:`: `:. . 1: ... ,: Dctct�cr.ZUOG;:::.;>;:'.`:'`:::>;.:. (�)... :.:;::::>::::<;�:z: ::::::::>:;>::::::: ::»::�. .:;::::;:::::.;::;. ...,;::... ,:.:::.; .:.:::>::>::>:>::::;:::; .... ;:;; > ,: . : ; . , > ' ! City of San Bernardino ' '' . < ; Master Facilities Plan Pro�ect Detail ' . J ` ;. .;::; , .... `. Project Tide: Program: Project 7-B18 Storm Drainage Collection System : Submitting Department(s): Project No.: : Engineering SD-76 Project Description: : Construct a 57"to 36" storm drain in "E" Street from Junction B 19 to Hill Drive. Project adtninistration, consisting of engineering, construction management and contract adaunistration has been added at 30%. Contingency is included at 15�0 of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/turfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ;: ;: _; default to the"BuIld-out" column. All costs are at nominal at current >: 2006-07 dollar value. ;.:. ... ...:.....:..:::. : .::.::::. .... ;::.; ::::::::;:. . ..;>.:...::::::>:::...,.::;;::;:.: ::;:.:;:.::. : . ;:. . .:.::. ;.. ;..:;>;>:::: .:::::.::: .::.;:.; .:.::.;.: ::.:.;::.;:.;�:::.: .::... ..:.:....:::::.. .:::::. ZO10-ll Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $406,970 $406,970 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,356,570 $1,356,570 Contingency $0 $0 $0 $0 $203,490 $203,490 '. � EquipmendOt6er $0 $0 $0 $0 $0 $0 ;;.;;:.; ,:. <;;; TOTAL COST _ $0 $0 $0 $0 $1,967,030 $1,967,030 '::;:::;: Potentisl Funding Sources: d( Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�ah Bernardino County Flood Control District. -�' .( .' '� .. :i::.::.:..::::Ci:::f:.::i.'�:�'�i.::.::... ...� .' �. . .� ....:. �...:: .��: '' ::: ..:: ..�.:: . � ...:::::.!:i::<:'.i.::i� .iA:WWIY.!'�� .. ..'.::��. . -�..............: . ........... . ' ..\t)j:.'.i�'i'!.:::i:.... ... .. .... .:::'.::i.:..::.. . .......:"..:':.�:.: .. ...:..::.:.: ..:........ .......... City of San Bernardino < ,; ; ; ' ` Master Facilities Plan Project Detail ` ' ' < ; Project Tide: Program: Project 7-B19 Storm Drainage Collection System � Sabmitting Department(s): Project No.: ; Engineering SD-77 Project Description: Construct a 25'X 8' to 35'X 8' reinforced concrete channel storm drain in Devil Creek Channel from Western Avenue to east of N.E. Street Project admuustration,consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 1590 of construction costs. lustification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the . amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences of Not Completing Proiec[: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, ; parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. � : Reference Document: Project Timing: : City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, : consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current ::.;::....... . ... ........ ....... >... 2006-07 dollar value. __;.:»>::>:<:::::»:<:::><>::»::>:<:>::<.::;:><::<:::»::>:;:<;>::>:<:<>;:.;>:.;::.:»:::;:.;:.;>;;::>:<:>:.;:::;::>:,;>:::;:.:::;<:::>::>::;::.:::::.:::::::::.::::;;;:;;;<:::;::::::.::;;:::;;<:::>;:._::::,;;;:. . ... .... ,. ,::. 2010-11 Toral PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all . EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,494,510 $1,494,510 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $4.981,710 $4,981,710 Contingency $0 $0 $0 $0 $747,260 $747,260 ': EquipmendOther $0 $0 $0 $0 $0 $0 `<`:<; >:<::. ' TOTAL COST $0 $0 $0 $0 $7,223,480 $7,223,480 ;;:;;:::;:; Potential Funding Sources: 247 : Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San ': Bernardino County Flood Control District. , ,::.. (el .:..:..;:;, ....... . .. ... :. ......:.. . i F)c;oh°r ZOQ6 ;,.. ' __.....__ ...... * � City of San Bernardino� Master Facilities Plan Project Detail , Pro ject Tide: Program: Project 7-B20 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-78 Project Description: This component is a 42"to 36" storm drain from"D" Street from the south of 40th Street to 42nd Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30`�o. Contingency is included at 15�'o of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's ezisting inventory. lus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof;asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Project: : Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ; parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks,washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineerutg staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::; default to ttte"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .... .... .. ......:.....:.:.:.::::. _ _ ;,:.;: >:;;>:<=»»»::»:_:;:::>::>:<:�::>:::;:;»::>::>:;r>::>::;:::.;:.;;;::>;::>:<:;;:.;>:.;::::.;;:::;:;>:::.:;:;;;;.;>::::.::.;;;;;;::::::::.:::::.:::;:;;....::....::.:..::.::::::........:::.:::::::. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through aII EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $297,630 $297,630 < Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $992,100 $992,100 Contingency $0 $0 $0 $0 $148,820 $148,820 EquipmendOther $0 $0 $0 $0 $0 $0 ` <;';;;; TOTAL COST _ $0 $0 $0 $0 $1,438,550 $1,438,550 ;z:?:; Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants snd possibly some support from the�� Bernardino County Flood Control District. r:<'�.;�:. �.:� �;,..:...:�,::;..:... :.;:.;. ..:: .:...:;:;:.>;::t:;'.>E::::::'.:'"::.;>:"°`::.:"�:;:;::::`�OS:;::>?<::'::::'�`::;��>`»E::?:�>;::;i�.:::.....,::'?�>�';;:;::�':;.::::��`�^;:� � . .. _. . ::.. '::r.:....:::..:;:::.:�.:�::;.:::. ::.::�..::.:..�::'::;:. ::r.� :.:r.:.r.: �:::x»:ir:;:.:r�..�:.::.r.:;>:;»:.::•;...:: ..... .:.::.;:::::.:r.:;>::».�::.:. .......: �� :;i... ..-._.. i..... �CtO�]Ot ZOO�G ��..: ;:':;;' :::::::::i5:�1�:::::i::::;:::;:i:;::::i::i::i:�i::i:::?;::i::;;::;:;.;::::.:<';::;�.;::::�:.:::.;::;:..>:.;:.:;:.>:.>:.s:.>:::;:.>:.>::::::::::::::::::::::::::::::::::.::::::::.:................................... ; ;; City of San Bernardino ; � > ' Master Facilities Plan Project Detail _ _ _ . Project Tide: Program: Project 7-B21 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-79 Project Descriplion: Cogstruct a 36" storm drain in North Park Boulevard from"F" Street to Electric Avenue. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30�'0. Contingency is included at 15�0 of construction costs. las�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. : Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. � Reference Documen[: Project Timing: '. City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, : consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .......... ........................:..:::::.:.:.: :.. ........... ..... . ::. ::::Ei>:=:%<:::>:�:::�>:<.;>:<:::i:>�»:;.»>:<;::>;>:;::>;:;;:;:;:;;::R:>::>::i::»;;;;::::::;;>:;;:.::.::::.:.::.::::.:::.:::;;;::<.:::;�;:.:::.::::::::.,:::;;::>::>r::i::::::.::::r;::>::>;r<.::::>.::�:..::::.:::>;::::........��.:.....;:::..._....-.::.:. � �::i:!<:>: 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/AdministraUon $0 $0 $0 $0 $139,100 $139,100 : Lend Acquisition/Riglrt of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $463,670 $463,670 Contingency $0 $0 $0 $0 $69,550 $69,550 EquipmendOther $0 $0 $0 $0 $0 $0 i:; TOTAL COST $0 $0 $0 $0 $672,320 $672,320 Potential Funding Sources: 249 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ; Bernardino County Flood Control District. `'::;:::;;::.;::';:::>::.;;>.: >';;;:,..":;.;` .: ;`:::''.:.. . i::. .. .: ;:::>::>::;.. : ; . Oc;ohCr ZooG `;: ;:"�c1:::::<r:>: :;;:;.>::::i'::.;::;:::.::i::;::.;..:::.;;:::>r '.::::::>;>r:::: :: .... . ;: :::::::.:::::::>.:. .....,:. _. � City of San Bernardino ' Master Facilities Plan Project Detail _ Project Tide: Program: Project 7-B22 Storm Drainage Collection System Submitting Departmen[(s): Project No.: Engineering SD-80 Project Description: Construct a 84"to 60" storm drain in Mountain View from 37th Street to Electric Avenue storm drain. Project administration, consisting of engineering,construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the � :::;;::;::: amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ; dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :_: quickly. Conseguences ofNot Completing Project: '::: �otential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. < Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. _ ;:::::.Total:::,::. :»»>::.;;;;;;:.;;;;:.;:.;;:;:>::»»::»»<::»:::::»>::»::»:<:»::s:::;;:::<:>::>:;::;::;:.;;;;:;::;:;:;.;:.;:.;::;::;;:<::»»»»::>«:«:<::>::>::><:>:<:><.;;<>,:::;:;:.;:.;;.:::.::.::::.::.;;:.;:.;::.;:::.;:.;:.;,;:.;;;:.;:.;;::.;;:.;;::.;:.;:.;;:.;::::::::.::.:::,:::::::,:::::::::::::::::::::. ::::::::::::::.:..............:........................................................... 2010 11 PROPOSED 2006-a7 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $664,520 $664,520 > Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' ConsUuction $0 $0 $0 $0 $2,215,070 $2,215,070 Contingency $0 $0. $0 $0 $332,260 $332,260 � EquipmendOther $0 $0 $0 $0 $0 $0 : TOTAL COST $0 $0 $0 $0 $3,211,850 $3,211,850 Potential Funding Soarces: Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the�50 Bernardino County Flood Control District. ::>:':>::»::::::»<°:^';` ,`;ZOOfi::::>::s>:= :<'':>3> <::<?:<:::::::<:>" OcLDSei. :�:iiiii:i::i:`:i�:;;i;i;;>i;;i;;;i:i;i;:iii;ii;iiiii;i;ii;;i;iii;ii:ii<;i;ii;i;;�::;;i:i;:i;i;::;::i;i;ii;iii;ciiii;i?i;ii:iii;:i:iiii:i�ii;:;::i:iii;iii;iiii;ii;:;i':';ii;iiiiiiiii:;ii:iiii;iiii;i�;:i;ii;:iii:ii;ii:i[:::;:::?i2iiii;;;::;;ii;'i;:i;;i`:;;:i;iiii;;ii[;:i;i;;iii;ii;iii:;:;;;iiiii;i;��i�;;:ii��iii............................................x........_.................. � �i�t�:::::>...:..i'':'`1i:::.:�.:;':'i:::.... .,.: ....:.;:..0'^'<':>.:'..::: ..... .:. ........:;%;.::.:::::.::.::.>:'>:::.r:>:t.:>: . ............ ...... ... �::.- .....::::::::::�.:.:.:::::::::. .. .... . ..... . .. ......... � City of San Bernardino Master Facilities Plan Project Detail _ � _ , Pro rem: Pro'ect Title: 8 Project 7-B23 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-81 Project Description: , Construct a 66"to 39" storm drain in Sierra Way and Sepulveda from Mountain View to 44th Street. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�0 of construction costs. Jus�cation/Requiremen[for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabflity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and < quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with Generai Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,tal::::.. To >:::<:>::>:;;»>::::>::::::>:<:::>::><:<:;:»>::>::>:::;:::><::z:::>s:::>::»»::»>::»>s«:««::»»:<:<:<::<:::<:>::»»::;:»>:<:::>::><::>:::s<::»:<::;::<::;:>;::;;;;:.;�.:::.;;::,;:..::;:.;:<;:.;:;.;:.;:.>:.;:.;::<:;.::.::::::::.;.;:.;:.;:;:.:::.::.::,.::::::::::::.::::::::::::.::::.:::::::::.:.:: 2oio-�1 PROPOSED 2006-07 2007-OS 2008-09 2009-10 through al1 EXPENDITURES Build-out Years :`: Design/Inspection/Administrstion $0 $0 $0 $0 $376,100 $376,100 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 . Construccion $0 $0 $0 $0 $1,253,680 $1,253,680 Contingency $0 $0 $0 $0 $188,050 $188,050 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,817,830 $1,817,830 ' `: Potential Funding Sources: : Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the�� Bernardino County Flood Control District. > ..:: ;':::;>:. ,:.. `.::;%`.`'::::>:::'.>":::':;>.. .. ;::`:: . ::::...:.:. ` :.. (��....:;. ::::.>::> :;;>::; : ;:::;;:::;;......:::;;>:>.. ;.::.;.;;;:.;:.:.:.;::.::.;:::::::,.... .::.;;;;;:,;;;;;:::.:...:....:.:.::.::.. . .. .. ...::::. . .. ; . El`fohAt Z006 . ..:,>:. �°: City of San Bemardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-B24 Storm Drainage Collection System SubmiKing Department(s): Project No.: Engineering SD-82 ;I ' Proiect Description: Construct a 51" storm drain in easement at Electric Avenue storm drain. Project admu►istration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lustification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabflity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create sigrtificant amounts of runoff that must be dealt with safely and :: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ` flooded creeks, washes, gutters and drains. Reference Document: Projec[Tiavng: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :<: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;::.;::.;;:.::.::;;.::;;.;:.;:.;::::;;:.;:;:.:.:;.:.::::.;:.:;::.....:..:;.:::::::::::;;;;r:;:..:...:... .:..::::::: :.:.;::.::.... . ::.:::. :;::.... . .. Zolo-l� ror� PROPOSED 2006-07 2Q07-OS 2008-09 2009-10 through sl1 EXPENDITURES Build-out Years Design/Inspection/Admirustration $0 $0 $0 $0 $74,860 $74,860 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Constructioa $0 $0 $0 $0 $249,520 $249,520 >: Contingency $0 $0 $0 $0 $37,430 $37,430 < EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $361,810 $361,810 ": Potentisl Funding Sources: 252 : Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ; ,;; >: <;:`<:!`::;::;;:>:.:`>:`:»:;::;:;::i:;:.:::::.:<'.<;`::;:"><:::;::'..;:::"'>;::;. .:"':;,;°: ..>;;;.,>;>:>< . . .. .:i::... :.. .:::;:..`;; ;;::>..6.. . Z00G!. .. ...:.;. :.'..::�i...:iii. ... ... :'..::. :..:.::::.:':..:.ii:'.:':::.....:.......::::::::::..:.::.:::.:i.:.::iiiiii.:':..:'::.':..:.:::.:.:.... :::.:.::.i:.i:.:..'.:.... .... .:.:.:... .....:..::.:.::.:.: ...::.:::'.i'.ii:iiiii::�Y'.-:.:: ::i:......:...;.; ::.::.::::�:��.i::.:.i::::.:::::::..::..::......::.:..::....�:..:::::.�:::..:.�::::::::::::::::::::.:::::::. City of San Bernardino Master Facilities Plan Project Detail <. , , Project Tide. Program: : Pro�ect 7-B25 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-83 : Project Description: Construct a 45" to 42" storm drain in Waterman AvenUe from 30th Street to 37th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30`70. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportionai to the amoun[of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. • Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all p�oject costs <: default to the"Build-out" column. All costs are at nominal at current >:;.:.:;:::>...:.::::.::: .....:..:..:.. .. 2006-07 dollar value. ;::.:...::;:.. .... ..::;.: . ;.. _ ;: : ::::::.:.::::::.:::::>:::.:.,;:;::>: �;::>::;;.,;:.::>:. .........::... , 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all . , EXPENDITURES Build-out Yesrs Design/Inspection/Administration $0 $0 $0 $0 $455,340 $455,340 Land Acquisitiort/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,517,790 $1,517,790 ': Contingency $0 $0 $0 $0 $227,670 $227,670 '.;< EquipmendOther $0 $0 $0 $0 $0 $0 <:::>:<: >::» >:<::>:: > TOTAL COST _ $0 $0 $0 $0 $2,200,800 $2,200,800 ;:::>;;:. Potential Funding Sourcrs: 253 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ;:.::: ;:::: :::»::::. :.;:.:: :.>:;.:::.:;..:>.::>:::>;:;::::.: ::.:::>:::;::::::::>::::<>::>:::<::z:::>:'::::::::>::>::`::::'`:::..:::::::, .<.>:::: ::>::::>::::>:::::.'.::`:' ......:... ;; . ;::: :.;:.;:.:.. .:.:::.:.::.;::: . :.::;;:� ::;�.;::•::...::. .:.:.;:::::�::.;:.;:.:;;::.;:.::;...:.....:.::::::::.;:.;:::::.: �;:.;:.;,: ;.;::.: ....::::::.::...:. i Octoher,� :.:::::.:�`;;:�;>:::::::.:::::::.::.::::::::::::::.�:<:.;;;;;;;;>;>;:.;::.;;;:.;:.;;;>:�::::::::::::.;:.;:.;;:«.>;;:,;:::�::.;..;::::�;:<:.,::,::::::::::::::.:::::::::::::::::::..:...:::::::::..:::::._._......................_...... ;::<.;:t:�::::::::::::::::::::::::::,:::::::::....................................... i ` City of San Bernardino ' Master Facilities Plan Project Detail _ g Project Tide: Pro tam: >:; Project�-C 1 Storm Drainage Collection System Submitting Department(s): Proiect No.: Engineering SD-84 Project Description: Construct a 2'X 2'6" TCC strom drain in easement from"E" Street to West of Twin Creek channel. Project admuustration, consisting of ' engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15�0 of construction costs. 1us�cation/Requirement for Project: ' These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :::: default to the"Build-ouY' column. All costs are at nominal at current 2006-07 dollar value. Tota! Zo�o-il, :. PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administrstion $0 $0 $0 $0 $322,890 $322,890 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 '. � Construction $0 $0 $0 $0 $1,076,310 $1,076,310 '`: Contingency $0 $0 $0 $0 $161,450 $161,450 ;::: EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,560,650 $1,560,650 > Potentiel Funding Sources: 254 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. > :;:;::..;::>:;;>.:::^`:::..;.:'»;::>::;:';.; ..: ;... <:::::::;.:>::.;;::.:::':.>::>::>;i:;;'i»::[:;:::'::';`:::;r«`::::`:::::>::;`;::::»:::::z:::.::>:::::s;::';>`.::>: >::>::':.<::.:::i::>::`>::;::::.'`;':..>;>`:>``.:;:: �ar.200G: ;::>: :.;::.;;;::t.i>i:::;i:�>::»t::»>;>::>:<:»::_>:,::>;>;»;:.;:.;:.;;z<::>::>:::<:>s::>::>::»::»::r.:>::»::;;;;::;:::�::»;;:.;;:;.:<.;;:,::::;;<:.;::;:»::>::>::>::i::>::i»::::;>:::�:<;;:;::>;::»:;:i;.>s�::>;:<:»::>::>::R:i::;:�s;;;;:;.;>;:<.;;:�;;;>;::;:<:.;;:.;:.;;;;;;;:«.:::;:>;>:;;;;;;:.:::::::.:�:::::::::r::::::::::::::::::::::::::::. ;;;;:.;�:3:.:::::::::.::::::::::::.:::.::.:::::::::::::....................................................... ..... ..::.:.............. .. . ... ,:, \,�;�� , ` �::::>::,:... ,. .::. < , i E' >::::::::>:::: City of San Bernardino ' ' Master Facilities Plan Project Detail ` _ _.. Project Tide: Program: Project 7-C2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-85 Project Description: C,{�nstruct a 39" storm drain in easement at"E" Street from "E" Street to Orange Show Road. Project administration, consisting of engineering, : construction management and contract admuustration has been added at 30�0. Contingency is included at 15% of construction costs. ' Jus�cstion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e.d'ut/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a ranoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Projecl: Potential flooding of major and secondary arterials inciuding most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ' : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to <:: : flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;::<:::>::>;::;:..:.;::>::>::::::;;:;::.::::::.......:.: ..:.::.....::.::.::.;:::::::. . .:..:....... :.:::.::::.;::.::::.:..... .. <.::.: .. . <:>. 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspeclion/Administration $0 $0 $0 $0 $51,950 $51,950 ? Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $173,180 $173,180 ':: Contingency $0 $0 $0 $0 $25,980 $25,980 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $251,110 $251,110 Potential Funding Sources: 255 Storm Drainage Development Impact Fees, General Fund recipts, inter-govemmental grants and possibly some support from the San Bernardino County Flood Control District. �:i:>i<:i:;i::;�;�;;;::;::;::;::i;::<:;iii::::i::ii:;:i:;::i;::::::i:<:i:::;:t�;;si;2�;si�:<:;:<:;iiii:<:;i::ii:;;::;::;::;::;::;;i:;i;t�:t;:::;;::;::;;;;::i:s;::;;::;::;;:;;:;;;::;::;;:�tii�z>.;:;s;::;:::;::;::;::;::;;:?:5i;:::;::;::;::;::;:;::::;;;::i�::;:;:::;;::;::i�;;;::;:�;;:>.:2:;::5;::;:i2:;::;::;;::;::;ii.: :>::>:::octntier::ZUOG:<::>i>:`:;::;::>:;<::>. �:"i:?::i::f�C i:i>:::i:iE:::::`;:<i::;t::::i;:;i::o-i:ii::2::�ii;::::ii::::i<ii::i<:i;i:ii:;:i;iii�;iii:i[i:�:::2::i:::i[[:i::i:iititit[[iii[i[i`:::[::i;i�iii[iii%ii:%::ii:iiii:t::tti[;t[t:i::it[[t:t[::::::;i:i[:�::;%ii<i:i::i:'>tiiii�iiiii;:iiiiii:iii;i[it:t[[[:[iiit[:iiii'`::ti:iii::�i:�`::ii:i::i:ii:i:ii::iXiii;iitiiii:i::iii:ii::[ii[t:itiiiitit.�:::::. �::::.::�:�..:::.:�,:::.�:::::::.:::::.�:::::::::.:::....:.::.........:.:..:..::.:.:............................................................................. .............:..............:::::.�::::r::.�::::::::::::::;:::.�::.:. [ ; ` City of San Bernardino ' ' ' Master Facilities Plan Project Detail ; <;;:.; ;:::. Project Tide: Program: Project 7-C3 Storm Drainage Collection System Submitting Department(s): Project No.: : Engineering SD-86 Project Description: Construct a 4 X 4 TCC storm drain in easement east of the Warm Creek basins. Project administration, consisting of engineering, construction menagement and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the� ' amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. > Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;: default to the "Build-out" column. All costs are at nominal at cunent 2006-07 dollar value. ::.;::.0 0-l.':::.: Total'::::: 21 PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Admitistration $0 $0 $0 $0 $157,690 $157,690 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � ConsUuction $0 $0 $0 $0 $525,630 $525,630 Contingency $0 $0 $0 $0 $78,840 $78,840 ; EquipmendOther $0 $0 $0 $0 $0 $0 < TOTAL COST $0 $0 $0 $0 $762,160 $762,160 > Potential Funding Sources: 256 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � `�':; ..:�...:...�: �. -.- .:�. .�:;: �-��;:: .. .. �:.:�:�: -�.. :>�-� �.. ..:;�z::::::»;>:.;..:::.�:'��.:��::`��<:::..... „_.: ...��...:�;;;:::<::':��>`.�. � �:��'.: Octo}SCr �006',..�.:.>::.:,>::.::.:. ��::�t�::.:.:.;..:�.:.:.::,. ......... :r... .. .::�. ...:::.�..:.. :::...:_... . ....:: .:..::.. .�. ....:::..:::.::.::.::....::::.:::.::....: � ,.........�::: .... ,:... .. ...,..... ,....,. ... ..:._.:. , , ; ' City of San Bernardino Master Facilities Plan Project Detail _. Project Tit1e: Program: Project 7-C4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-87 Project Description: Construct s 54"to 42" storm drain in Century Avenue from the Warm Creek basins to "E" Street. Project administration, consisting of engineering,construction management and contract admuustration has been added at 30�0. Contingency is included at 15`90 of construction costs. lust�cation/Requirement for Projec[: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. �: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, : consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. • :.:.:::::. ..... :::............. ,.::..::..... ,._. . -...-:. .... 2010-11 Total ;;':`:'': PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $217,000 $217,000 Lend Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $723,330 $723,330 : Contingency $0 $0 $0 $0 $108,500 $108,500 ` EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $1,048,830 $1,048,830 Potential Funding Sources: 2S'] Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ;:..:;;: ...:;;.......:. ...:....::.. :... . ,:, ..:: .:•::::.E;r::::>:<>:::_: :::;r.::`:�`:::>:7::>::::E>::>::i:;;;`::>:,;;,°,,';':::::»,`.;;:;;;;... ..:.... a .... .........:..:::::::.:.::::.:...:.: ;:::;::.:..::.:.:.. ..::::.... .. ;::::.:.: ? .:......:C i::::i:.:::;.;E.;:ii:::,;�:;E:i:;::i:;;::;::i;:.'i..::::::'::.;:i:i:;E:E:.:;.:i:�:;i:;:;;i:::;i::;::;i:i:;Pi:;::;E i i:i;'i!::i i:f::.`:...:..._.......:...:....:.o-:;.;:.;r,x;:..::.;.::.:�.:;:;;;;;;::�.>:.;:.;:.;;;:....:::::..:..::.::..::;:::::..::.:;;..:;.:;:�.:::f:;::;:i E::E::.;f'::;?:i:�Citi�l0t-ZOOGi........:.:..:ii.ii: ........�.f.................:...............................................................................................................................:.............:..............................................................:....:..........::::.:::Y:....::.::.:..::.:::::::::::. City of San Bernardino Master Facilities Plan Project Detail _ ,: Project Tide: Program: Project 7-CS Storm Drainage Collection System Submitting Department(s): Project No.: ::::::::> [ Engineering SD-88 Project Description: Construct a 51"to 36" storm drain in easement from the Warm Creek basins to South Camino Real. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Reguirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water wIll increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ;;: runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dweliings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and <: quickly. Consequences of Not Compleling Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. >::: ;.:::::.;:.;:.. ..:;::::::: .:.:.:..;.:.:.:.:::....... ;:..:: .... , _ 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $149,380 $149,380 ' Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $497,930 $497,930 ' >::: Contingency $0 $0 $0 $0 $74,690 $74,690 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $722,000 $722,000 > Potential Funding Sources: 25$ Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � .' �<.: �.�...�:�...:.��":::��- � .. . :�:�> .� �� :� � .. `::;:E:<:'>;;:`<:::>:�::':':::`:�E>�::::;::::>::::>:::::>:�::�::�:::,:r>::��:::::;.:";:;>E:z::::::::>i::>::::��:::>::>E:�;;'<::;:::'.`:.``.;.;�%:'.�':`��::;r:::�:'>::>;:<:::i`.<zi::::� F)ctrihat ZOOG:: �.'::�::: (z)::. .:.,: ,. ;.,.;.,::,.......: ....::. ..... ,.:..;;:.:;;:;;;.>;:;:;.:.. ... ...:..::.::::..........::.:;.:. ..:::.:.:.::.. .:::...,-....:..:. .: _ , ' Ci of San Bernardino ` ::: � Master Facilities Plan Project Detail <,. g Project Tit1e: Pro ram: Project 7-C6 Storm Drainage Collection System Submitting Departmen[(s): Project No.: Engitteering SD-89 Project Description: Construct a 45" to 42" storm drain in East Fairway Drive from Warm Creek to east of I-215. Project administration, consisting of engineering, „ construction management and contract administration has been added at 30`70. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ;: runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and quickiy. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ................ ;::.:>:.:.>::.;... ;.. .;�:...:::::;::: ::;.::.:.:::.;::.::.;:.::..::.. ::..:r. . .. ..::. .;:.;:.:::.;::.::.;:... .. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through aIl . EXPENDITURES Build-out Years Design/Inspection/Administrslion $0 $0 $0 $0 $106,870 $106,870 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $356,230 $356,230 ': Contingency $0 $0 $0 $0 $53,430 $53,430 ':': EquipmendOther $0 $0 $0 $0 $0 $0 ` TOTAL COST $0 $0 $0 $0 $516,530 $516,530 ? Potentis!Funding Soutces: 259 : Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ,;:: ; ;: ;: > >..: :...:: ,::,;;:.;>:::::::>::>`:::`':>:::>::::'<:>:.>:.:::>::::>:::> .. ;: ` ::::::`>':::::;;::>::::.:..:.UafF�er ZU06> -.;1 (��> `. ,:.^:::::,::: ....;;.: . >: .;_. ;;<>::;.; >;..> .::.>::>:::.> :,;:,..;.•. .:..:::.:;:;;;;::.;:.:;.;: . ,.>:>. . <:::...:::::::....:..... . ....... > . .:... . ,: ,::.;.:. :..:.::. ;.;>;>;;:. ;.;::::.:;.. , . ;:.;:.;. ;.:. ,: � ;�..: ; ; ; ; City of San Bernardino ; ; Master Facilities Plan Project Detail : , ,:. Project Tide: Program: Project 7-C7 Storm Drainage Collection System Sebmitting Deparlment(s): Project No.: Engineering SD-90 Project Description: Construct a 4' z 5'6" TCC to 36" storm drain in easement from Warm Creek to "H" Street. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to che amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumula[ive amount of residential/business development will create significant amounts of runoff that must be dealt with safely and >< quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to `: : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino enginecring staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. <:.::::::.:..:.:.:::::.:..::::::.::::.>:::::::::......:. r:;:::. .. .... ..::;,.;,... ;::.... . :::. ;. ;;::. ::::.::.:...:::::.. ,.; . .- 2010-I1 Tora! PROPOSED 2006-07 2007-08 20a8-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $485,270 $485,270 `: Lend Acguisition/Right of Way $0 $0 $0 $0 $0 $0 ` Construction $0 $0 $0 $0 $1,617,550 $1,617,550 Contingency $0 $0 $0 $0 $242,630 $242,630 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,345,450 $2,345,450 Poterttisl Funding Sources: 2()� Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San � Bernardino County Flood Control District. (�). .`:.::::::>::: . . _: :: ' >:;:..:;`.:;:::::::>::::..... >.. r>;.... . Occoher ZOOG ;` City of San Bernardino Master Facilities Plan Project Detail _ . ..:.. Project Tide: Program: Pro�ect 7-C8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-91 ,i Project Description: Cpnstruct a 42" storm drain in"I" Street from West Jefferson Street to Hazel Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lotslwalkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. " However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. : Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious suzface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ; parking lots, etc.). Additionally, emergency vehicle response may be hampered during and afrer short bursts or continuous spelis of rain due to :< flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :` default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .... .................. .. _ >::<:. >::>::;>:::»>::»:»»::>:;::;;>:::::<:;>;»>:<:;::;:;;<,.;;::;>::»::>::>::»>::>::>::>::>:<:::<:<:<:,»>;>;;;<:;>:>:::.>:;;;;»;>:;:;»:;;:>::;;>:<::::>::>::>::;:.;:::.;;:::.:.:;::.::.::�>::,.:::>.::::;::.:..:.:..:::........:::..::;;:;<.;:.:;.:. 2010-1/ Total PROPOSED 2006-07 2007-08 2008-09 2009-t 0 rhrough all EXPENDITURES Build-out Years Design/Inspection/AdavrtisUation $0 $0 $0 $0 $30,930 $30,930 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ; Construction $0 $0 $0 $0 $103,110 $103,110 >: Contingency $0 $0 $0 $0 $15,470 $15,470 '. EquipmendOther $0 $0 $0 $0 $0 $0 >:>>::> >::» ;<;;: ' >: TOTAL COST _ $0 $0 $0 $0 $149,510 $149,510 ;::::<; Potentiel Funding Sources: 2()1 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ': Bernardino County Flood Control District `::> ...:.::.:::::.::.... ..::::: ::.::::::.. :: : . >:: ... ;.;::..: : . ;:?: . '::. ::;;:<:`:»:>:.;:;:>,,:<':>:,>`:`.`<'>`:;:: . <:;....,;;;:.. OcictHer Z0o6 ;: : �:.::>i:C::.i;`i�:,ir:..i:::.::'°;'.:�;;>:::`::ir::::'::::.;::•:::.:..:..:.._�.::::;.';.::.:............:i:::.... .. �:.;:�... � ....:; :::,::;.::;..:;.�::.;:::�:��::.;;;;.;;.. .::: �.:.;::��;:. ......�.:;:... .:::::::: . �. r�. �.. . . :.::::.:�:�:::::::::::::::::::::::::.:..............................:.... .. . .. . � . ......... ; , ; City of San Bernardino Master Facilities Plan Project Detail . ,_ Project Tide: Program: Project 7-C9 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-92 '?:: � Project Description: ' This component is a 45" to 45" storm drain in "I" Street from Hazel Avenue to North of College Drive. Project administration, consisting of engineering,construction management and contract administration has been added at 30%. Contingency is included at 153'0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the :;;:;:;;: amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb >:; storm water. Industrial properties tend to have the most net parcel covered witti either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and `: quickly. Conseguences ofNot Completing Projec[: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally,emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :; default to the"Build-out" column. All costs are at nominal at current 2006-07 dollaz value. Total >;><»::::<:»:::<:><::>::>:<::::;;>::::>:»>;;;;;;::«:>»:::.:;::;;:;<;;»><:;«:><:;.>< :<:>:»::;::;.>:.;:::::<.;;;:.;;::<:<;;<.;:.;;;:.;;;.::;<.:«;.:.;:.;;;;>;>:;<.;::;:.;:.:;.;:.;:.;:.;:.;;.;:<.;:.;::.;;;;:.;;:.;;:.>;:.;:.;::.::: . -:: oio-i.,::::. a PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Buildrout Years ': Design/Inspection/Administration $0 $0 $0 $0 $825,690 $825,690 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' ConsUuction $0 $0 $0 $0 $2,752,290 $2,752,290 Contingency $0 $0 $0 $0 $412,840 $412,840 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $3,990,820 $3,990,820 Potential Funding Sources: 2(2 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmentsl grants and possibly some support from the San Bernardino County Flood Control District. ; ..::�: ��::>:� -.��:� :::�:>;>:...::;::>:;:'<'..x,;:,,i::;:..r:.. ��,. ��:;>:��:;>::r:.:::::.::.':`r:.:.'..>..z.:?>.?._`?..c.^::>::::;::::>;::::°::::>:::::�:;:.'''::;::'[:>::::>::::>::;.:�[::�'!>'��:�;� � ..-..::.. ��.`''::;:.:::^'>:::.;::;<>;:�.:�i.:`E�'<::::::>:�.�:.��".':::?A�0&::��:�� '��'.��:.` . ..:�L`.3. ��. _;;: � :.�::'....... � :: ...':;....� ..;;:'� ;::::;;::r� ... .. . .: ........1:;::;:::;>;:.,:;.;:.:...:...:::::::��;::::,::�:::: .. .....:.:.�:.�:::.,.:.::��.::::.:;:>..;:...:�:::�r':.:: :...... ... .::: City of San Bernardino - : Master Facilities Plan Project Detail Project Tide: Program: Project 7-C 10 Storm Drainage Collection System : Su6mitting Department(s): Project No.: Engineering SD-93 Project Description: ' Construct e 42" storm drain in easement from East Creek channel to Grant Street. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirdtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulacive amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: , quickly. Consequences of Not Completing Project: . : Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to ;.;:.; '-�<.; < ��:: increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. , ::.:.::.:::.;:.;:.:.:.:;.;.:.;:.;.:.;:.;:.;:::.;:.:.::.::.;.::.:::.:. ::.::.,..:..,...:.:;:.:::..::.::.;:.;.......:;::.: :..:;.;.:.. .::..:. .:::.;:.;:.;::::.:..;:;:.;:...:.;:.:::..:::.::........: 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Buildrout Years Design/Inspection/Administration $0 $0 $0 $0 $10,250 $10,250 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � ConsUuction $0 $0 $0 $0 $34,170 $34,170 Contingency $0 $0 $0 $0 $5,130 $5,130 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $49,550 $49,550 ,.: pocertc;al Fru,d;ng soW�es: 263 ! Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � iii<:<:.::>:�t':ii::i:;:::;ii:;«i:ii'i;i;:;i`;;iiiii:;iii;i:i;iiii2iii:;i;iE:::;ii';ii`2[i;ii;ii;[iiii;ii:;iiiiijii:i;i'::;::`�;'::ii;`ii;iiiiiE;'E�i:;i;::i'iiiii;ii:;`;i;iiiti;E;<:<:i%iii;iiii;iiisiii;iiii;iiii:;iii<2ii�;i:3�i?;3:iiiiii;iiiii;iiiiii;i4i;iiii:;::'ii:::ii2E;'<ii:;Eii:;:`;'i�i�`:':�;:'�:��?' >::<;:;:>:>:':':;::<z?::>:::E>:i:':>Octt�st':3AOG»'<:;>`::>::?::'::<>::: (3::........ ::.. ,. .:::.;:.. . .......:::::.:..:.:: . ::::..::.:...:::.:::.::::::::::.::::.::::.:::::.:::::.::::::::..:.:... .:...:. ... _ .. ..:: ,.::. .. � City of San Bemardino ;: Master Facilities Plan Project Detail ; ; ____ Project Tide: Program: Project 7-C 11 Storm Drainage Collection System Submitting Department(s): Projec[No.: Engineering SD-94 Project Description: This component is a 39" storm drain in Mill Street from Mt. Vernon to "J" Street. Project admuristration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15�0 of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :>' ' quickly. Consequences of No[Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::'.: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :..:.:::....:.::::.:.::.::.:::.:::�::::::.:.....::::::.:......:...::.,..:..:..:. . .. ,.;,., . 20/0-ll Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $201,830 $201,830 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $672,750 $672,750 Contingency $0 $0 $0 $0 $100,910 $100,910 < Equipmend0[her $0 $0 $0 $0 $0 $0 > TOTAL COST - $0 $0 $0 $0 $975,490 $975,490 < . ............................................................................................................................. .....................................................................................................................::::::. Potential Funding Sources: 264 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ; ; Bernardino County Flood Control District. . ...L`:.......�:.. �;'?;::�i�::;:::.::�.:�.`.`:i'::.;�i:[:;i':::j.'::`;:i':"::`i::.;>:..;"`�:��.`:: .�.�;�•:`ii:i`;ii5:ii:;:i;i;i:;t;i:ii>;`�:::ii;�:�`'i;i:i;:;;iE::;i'<'a:;;i:iii:<i::;iii'i::iii;:':�':;':i:;>i'i`:;::��:::'` � . ...�. � � �� :�.:...... ..... ............ . . ._:� .: i.'�.'.".Y[.`[C`CCC.`.':i...':�CI�EI.Z��:.......:.:::.::i::i �:::.:::�:�::.:.:::.�:.�::::,::::::.�.�,:::::::.:::�::::::.::::::::.:::.:,::::::::::::::::::::::::::::.:�:.::.::,::,::.::::;:::.:::::::.::.::.:.�:::.:::::::,:::,:::.:::::::::.::.:::::::..........................:..........................................r......................_.... City of San Bernardino Master Facilities Plan Project Detail ;.. . .. ..:....::::....::::... Project Tide: Program: : Project 7-C12 Storm Drainage Collection System Suhmitcing DeparUnent(s): Project No.: : Engineering SD-95 _ ;:.;;;:. :>s::::: . : Project DescripUon: Construct a 39" storm drain in easement from Lytle Creek to Mill Creek. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30`Yo. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious{i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: : Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. ' Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;::::.>:::; ..::;:::.. ::::>::>::.:....:.. ...:::. .,.....::.;:.;...::.:. .:.:::>:::�:�:�;:>::::i::`:�;:r;�.:::.:;:;:.:;::::�.. :. ::.>:�::. ..:�:::>:.:.::::::::>:�:�. � .. �::�:.� �::,:� .. :..... .. ;:......�::::.�::::.:��::::....... . .. . ...::.:'. ...::.. �.......�:� ...... �: .,. � 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all � . EXPENDITURES Build-out Years Design/Inspection/AdminisUation $0 $0 $0 $0 $44,160 $44,160 Land Acquisilion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $147,210 $147,210 »: Contingency $0 $0 $0 $0 $22,080 $22,080 EquipmendOther $0 $0 $0 $0 $0 $0 `i TOTAL COST _ $0 $0 $0 $0 $213,450 $213,450 ,>;:.;:.;>;:.;;:;;;:;<;::.;:<:;.;:.;:.:.;;;::.;:«:.;:.;;;:;.>::::..:::.::::::::::::::::::::::::::::::::::.::::::.::::::::::::.::::::..:..................................................................................... Potential Funding Sources: 265 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. � `� :��<::�::::::::;:::;::`::>.:>::;;:::::?:>::>:::.:;:��<:::::::::::>:;;;:::::<::>:`<>::';;<::E::>::;:6;:�`?��»>;';:��':::��. .. .;..."'��;:»::::.;:`;>::;::>:;:.;:":::>�::>::>:�`i::::>::::> .......��..... � �..; �--::� :::... .....:: ZOOfi: .... �;.::;�:: �::::.::. ...:.::::::::::.::........._..........:...:.:::::.::::::.:::::::::::.......................:..:::.�.:::::::.::::::.:::...:.::..:...::::::::...:..........................................................:::.:::::.:...:.:::::.,.........:QCYt�CIr............................ �::::.�:.��:c.;:;.;:.::.>::.»:<.::<.>:.:;:;>:.::o:;;>;:a::.:::.:::.:::.::,:;;:o-s:.:o-s:.:::;::o;>s;;:a>::.;:«.:;:.:r.::::::,::.�::::.::::::::::::.::::::.:::.:.::::::::::::::::::.::::.:.:.:::::::::::.::::.::::,::::::::.,::::.::.:_.................... : ,1 ' � '�� .�:::r:'.... City of San Bernardino Master Facilities Plan Project Detail _ , . . '. Project Tide: Program: Project 7-C 13 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-96 Project Description: Construct a 36" storm drain in easement from "G" Street to Lytle Creek. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: �These improx+ements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: ; quickly. Consequences ofNot Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks,washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :< default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :. :.;.::;:.::;.;.... . ....:..:.. ;::.;;::. ;:.,. ... .....:::: :::;:.:;: .. . :;:::;::;.;.;::.: . ......... .. . .... ::::.:.... >;>:;<:::>::;::::::.;...:::: :. :: . _ 2010-11 Totel PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $23,380 $23,380 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $77,930 $77,930 Contingency $0 $0 $0 $0 $11,690 $11,690 EquipmendOther $0 $0 $0 $0 $0 $0 > TOTAL COST $0 $0 $0 $0 $113,000 $113,000 >s .:::........::::�:::::::::::::::::::::::::::::::::::::.:::::::::::::::::::::.:.::.....:........................_......................................................_..................................._............... ::::. ::::::::........................................................................................................................................................................................................................... Potential Funding Sources: 266 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. :.- :..,: ;.:. >:: ;... ;":`':::.:<:;;::::'r':::>::::>:':i`�:' :::;:.:.,,.::::::::::::::::::`.:^:::»»':>::::::;?:;:;:;`<:>::::>:.::<:>'::>::>::>:;:;::;;>:::;.:<;>::>:»>:::::<::<::<::<:::>[:;:::. :;>[:>::::>:::.»>::;.::::>;.; :.::,.::' .. :;OcEaisar 20U& <: :::::::,:t;;:<.:::.::.::::.::.:.<:,..;;;:.:::::::::::::::::::::;.;:;,:.;;:.;:,;;;;::<.;;;;;;;;;>;::<.::.::::.::�::;:.:::::::::::::::::::::::.�::::::::.:�:::::::.:�:::,:.;>;>;;;:;;:.:;:::::<;;.:>;>;::.;:.;;:.;;;:;.;;:;.>::;;.::;;;:.::;::::;;:.;:.::.:::>;:.::::::::::.::::::::.�:::::::.::.-:>.:::::::::::::.�:::::::::.�:: ::.;;;;:�:�:::::::.:::::.::::::::::::::::::::,::::::.:::.................................._.................................................... City of San Bernardino ` : ; Master Facilities Plan Project Detail ; .. :.:.: . .... Project Tide: Program: Project 7-C 14 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-97 � Project Descriplion: Construct a 16'X 6' to 8' X 6' TCC storm drain in Timber Creek easement from Twin Creek channel to east of Tippecanoe. Project administration, consisting of engineering, construction management and contract administration has been added at 30�0. Contingency is included at 159'0 of construction costs. Jus�cstion/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb ;storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have 'runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create signit`icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally,emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .;:.;:.:::.... . ... ,...:,::.. . . :.....::::::......::::.:::::::::::::::..:.>::::;:.::.;:::. :. :::.. ;.:::::::....::.....; :::... ;:... _ 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through aIl EXPENDITURES Build-out Years Design/Inspection/AdminisUation $0 $0 $0 $0 $823,650 $823,650 : Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 : Conscruction $0 $0 $0 $0 $2,745,510 $2,745,510 Contingency $0 $0 $0 $0 $411,830 $411,830 : EquipmendOther $0 $0 $0 $0 $0 $0 >;:»::;: >::><:: ; TOTAL COST - $0 $0 $0 $0 $3,980,990 3,980,990 ;:::;;. >:<:>:::»::»:<:::>::>::>::>::;:.;:.;:.;:;;;;:.;:.;:«::;:.;:.;:.;:<.:;.;:<:.;>::.:.::::::::::::::::::::::::::::::::.::.:............................................................ Potentiat Funding Sources: 267 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ; Bernardino County Flood Control District. ;:. . '. .:.:<:>:..,<;.::.;:::;::>:;::>:::�:::>:;:;;::::>:;:.>:.:o;.>::::<.;:::::>[:>::>::;•.>.'}?`:::>:<:;>7�'":::;:>::>::::>::::>::::>::>:E;:.;:;::>::>::>;>r:.z.. ..• `..;::::::<.... .:....::.:::;;,::.»:;:'<';:.::;:;; `' � ; ;:.; �:::.....-..................:.:.�::...._:.:::::..._...........:.:,::.::...:::..:::::::..:.................:.:.::..::::::::::::::::::::....:.::::::......:......................::..:...:...:::::::.:......................................:.::.::.::::.OCLLhCi..................._....:... ;:;;:.;:::C r::;::;;r::;:;:::;:::.;;:::.»>:.;::a;:.;::.:;:::::;::;:::i;:;:;�::;:.;;:;;>:;»;;;>:a::;::r,<;<::;i::i;i:;::::::::::;i>i;>;:.;;:.;:-:::.:::.:::»:.:;:::::»>:�;:.;:>r,:<:::>;::.;;:o;;o-;:.::::>;>:;::.::;s:;:;:.�:::.::.::::.::::::::::::.�::::::::::.::::::... �;:o;:.;�<�:�:.:::.::::.:.::::,::.�:::::::.:,::,:.................................... . ..............:....::.:........._._................. ' ' ; City of San Bernardino ` ! Master Facilities Plan Project Detail _ Pro ram: ,; Project Tide: g Project 7-CIS Storm Drainage Collection System Submitting Department(s): � Project No.: :: Engineering SD-98 Project DescripGon: Construct a 57" to 48" storm drain in Mill Street from Twin Creek channel to Tippecanoe. Project administration, consisting of engineering, ; construction management and contract admirustration has been added at 30%. Contingency is included at 15% of construction costs. > Jus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potentiai flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ?: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs >:: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :>::>::>:>;.;;;:;;,::::;:::<;.>:::::::>:::;;:::::::::::.:;;.:::::.>::::.:::.:.:.:..........::........::.::::.::::... ,.,...:. ,;.:>::: 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-/0 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $606,100 $606,100 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,020,330 $2,020,330 Contingency $0 $0 $0 $0 $303,050 $303,050 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST - $0 $0 $0 $0 $2,929,480 $2,929,480 `> ,::.;;;;:.;::.;:.;>;:;;,;:::.:::::::.:::::.:::.::::::::::::::.:::::::::::::::::::::::::::::::::::::.:::::::::::::::::::.:::::.:::::::::::::::::.::::. .... . ...................................................................................::.:::. Potential Funding Sources: 26g Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , � Bernardino County Flood Control District. :::::>::::>:::<::;::::>::>�>;:>:;;i;::;::Ortt�et>;:>:c::.:::.'::?::<::<:: :::i;:<:: ':i�>"�`'�'��`�`>:::i<>:�>::>::>i<iE:>:'r,:::>;i:«?:�'':»E:i;Eii>6:>::<i::>:�'::i�:::::::>:::i>f::::<::<:::i<iiii:::«::<:::::?z<zz<i:<';%ii:;>`:!:<E:::E:>[fE::'r<E>:`>'`>?`>?�::;::ii<>;i:;�i:;:<;`:::�??�'�`»::::;::;`;;:»i�icEE:::>EE>:i's:?«<:E:>E:?i:>:E:<E>:!>iE::?�::>��ii:`;>';<:ii:< . . . . .Z0�0fi. . . ........�.........::::,.:,:::::::::.::.�::,.�:.:::.::::::.:.....:....._...........................................................:........:........::.:..:.:::::,:.........................:..._........................:::.:...............:...,............r._........:...:............. �:::::::�:�:.�::::..._._..........._............._......._..........._.................................................................... City of San Bemardino Master Facilities Plan Project Detail :: Project Tide: Program: : Project 7-C16 Storm Drainage Collection System : Submitting Department(s): Project No.: Engineering SD-99 Project Description: . Construct a 72" to 45" storm drain in Central Avenue from Twin Creek channel to South Clevenger Drive. Project admuustration,consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. 3us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create signif'icant amounts of runoff that must be dealt with safely and , quickly. Consequences of Not Completing Project: � Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. Reference Document: Projec[Timing: City of San Bernardino engin,eering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requ'uements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ... ..... ;;::;:;;;>::>::>::.::::;.>::;::::::::::>:<.:...::::::.;::.:::.;;:;;;>:;:.::.;>;.::.:..::::.:. . . ;:c:. : .:.:..;::.;>;;:.::...;:.:;. ;... ::.;;;,.:. ._. -:. . 2010-11 Total PROPOSED 2006-07 2007-OS Z008-09 2009-10 through sll EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $683,450 $683,450 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,278,170 $2,278,170 ; Contingency $0 $0 $0 $0 $341,730 $341,730 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST _ $0 $0 $0 $0 $3,303,350 $3,303,350 ' :::::.::::::::::.:::::::::::::::::::::::::::::.::::::.::..................................................................................................................................... Potential Funding Sources: 269 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernazdino County Flood Control District. >:`::>;::....;:.">::>`">>::;:;>:;;`>:»[::::;::>::>'':z::;;:;..;:::::;;?�;:`:`:<::;;`<:::»'.:;<:>:`:>:`:;':>::;°::>::>'..»:>::::>'::>:::>::`.: `>:::>:::::»::>:`•>:::4<z">:"s;:.",`�':.`":':"::>:::>::;;:;:.:;.';:;.;::'.;,`>z>:`;`.:.':::;>..;;; Z004: >. _:::::: ::.:...........:................:.:.::.:::::::;::::::.:::;::::..:.::..:.::......:..::::::::::.::::::.....:::.:.:....:::............::.:::::::::::::::::::::::::::::::::::::;;:::::.::::::::::::.....::..::..:::::::::..:...:.::::.:::Octahet........................::.. ;:.;;;::;(��:.;:.;:.;:<.;;:<.;:.;;;:.;;:.;:.;:.;:.:<.>:.;:.:::.::::.::.::::::::::::::.::.:�:::::::::.::::::.:::::::::::::::::::.:,.�::::::::::::::::::::.:::::..:....................................................................................................:::.::.:... ; ° City of San Bemardino ' Master Facilities Plan Project Detail ;. ...:. . _ Project Tide: Program: Project 7-C 17 Storm Drainage Collection System Su6mitting Department(s): Project No.: : Engineering SD-100 Project Description: Construct a 66"to 48" storm drain in Hillcrest from Twin Creek channel to Rollins Way. Project administration, consisting of engineering, construction management and contract admuustration has been added at 304'0. Contingency is included at 15% of construction costs. Just�ca�ion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and <:: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ::: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;..:>:.::. ::::...::.::: :.: .::..... . ;:;.:::.:.:.::.:.: :..;. ::: ;:.;::..::;:..:.:;:.;:.::...:.::..:.::;.::.::::.:.::::::;:::;:::::::. :.:::: . 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through al1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $357,430 $357,430 Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 ConsUuction $0 $0 $0 $0 $1,191,430 $1,191,430 Contingency $0 $0 $0 $0 $178,710 $178,710 � EquipmendOther $0 $0 $0 $0 $0 $0 >::_>:::<: <::::::»: TOTAL COST $0 $0 $0 $0 $1,727,570 $1,727,570 ;:::::` >,<:»::>:«:»::;:z<:::>:<::>.:>:z:::>:::::::.;>:.;:.;:.;:.;:.;;;:.;:.;;:.;:>;:<:;•;:.;:.;:.;:.;::.;;:;;.;:.;:.;:.;;::.:::::.:::::::::::::::::::::::::::::::::::::::::::::::::::::::,::..:::.................................................................... Potentiel Funding Sources: 270 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. -'."� . ��.�:. .::.:.:.. -'-:...... ��;.'::�;..;;>::::>::.`�.::.:..��.,�<.:;;.::::.:..:..`:;.?:::>:::::>:[::>�.>:::<:::>:::::::;:::i:;>:;::;>:'<''ir`:;.`<;E�:::�:<:::::<E:E>:.>;;'E:>::::>:>?:::<:::;:<:::::::>::<:>�;``.::;:E::[>'`<%::;.:::::;:<:'<:::>::>:�;.'<".'.:;::'.'��:`::::::tiC��G[:::'�E1D6"`:'<�:;':>:»::::~ .......:. .............................::::::::::::::::::::.::::............................................::.::.:.:.:::.:::.:::::::::::::...:..:.........................................................::::..::::.�:::::::::::.�:::.::...::..:...:............Y..........................:. ��.:...:-..:.ri.::.:::.::::::::.:::::::.�:::.....................:.:::::::::::::::::::::::.::::::::.�.�:::::::.�:.:...........:..:.............::::::::::::::::::::::::::::::::::y:::::.::::.:::::::::::v::::::....:.......................... .. �...�.� :...:::::.... �::::::.:.. . .:::.. ..... ...... .......... . ......... ... .... ....... ;:::;,.;::.: , ; ' City of San Bernardino � ' ` Master Facilities Plan Project Detail ;; > _ ,:. , Project Tide: Program: Project 7-C 18 Storm Drainage Collection System : Submittirtg Department(s): Project No.: : Engineering SD-101 ;:.;;:.; :.;:;:.: . Project Description: � Construct a 36" storm drain in Foothill Boulevard from Lytle-Cajon basin east of Terrace Road. Project administration, consisting of : engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runofF coefficient of 0.810. However,the cumulative amount of residential/business development will create signif'icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :; default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;.:.......... :... ;;: oral 201 0-11 T PROPOSED 2006-07 2007-OS 2008-09 2009-10 through � . EXPENDITURES Build-out Years ' Design/Inspection/Administration $0 $0 $0 $0 $108,440 $108,440 Land Acquisition/Righ[of Wsy $0 $0 $0 $� $� $� Construction $0 $0 $0 $0 $361,480 $361,480 Contingency $0 $0 $0 $0 $54,220 $54,220 r< EquipmendOther $0 $0 $0 $0 $0 $0 :;::::>': :;.;::: TOTAL COST - $0 $0 $0 $0 $524,140 $524,140 ;:;;;:::: �7:<::«:>::>::r:>::>::>:<:;>::::>:<:>::>:::«:��;::;>;::;:�:::«<��;>::>:i::<:s>:::<:»::::>::::>::>::::>:::::<:>::>:::<:::>::>::>::>::»:�>:�::>::»::>:<:>::>::»»�::>::>:.;;:�;�.;�.;:.:«.;:�;:.;:.;;;:�;>;:.;:.;:;.;:.;;:.;:.;:�:::.::::::::::.::::::::::::::::::.:::.................................... ::»:�; Potential Funding Sources: 271 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ; >..:....;:.. ::::;;::::>:.::: ::;::;::>:>.::�;>:;>::;:;:::<::.i:.;..:. :::.: :;:>:::::s:::>:.;:..::;::<:;<:::::>:::>:::::::::>:::;. >:>:::::::. ::::.,, ,.::::: >s ZOOG ;, ...........::::::::...:::............:.:.:::::.:.:::::::..............:::::::::::::::....................::..:::::::..:.:.:::............:..:::.::.::....:.::..:........::............:.:....:.::..................::::::.::Qctehei,...............:.::.:::::.... ��;;::;:<:'t'�::;:;:;::;;::;%::;:::<::;:;:;;;:;::<i:;':::::;::;i:;:::::;:i;;i::;:<:::r;iz:<:::i:;�::;:;::::;::::;z<:;::;:��::;:;:::::;:�:::;:::::::::;::::;:<::::;::;:�::;::;;::ii:�;:�;;:::<::>:::;;;i::;:::;::ii:::::;::;i:>::;:::::;.�,;;:::;;,;;;:.::;:.;:.;:.>:.;::.;:.>�.>;;�.�;.;;:.::,.:::::.::::::::::::::::............:...... .. �;:::::c:�:�.:.:::::::::::::::..::::::............:.................. . ... ................. City of San Bernardino Master Facilities Plan Project Detail __ .. Project Tide: Program: Project 7-D 1 Storm Drainage Collection System � Suhmitting Department(s): Project No.: ': Engineering SD-102 ;;; ' ' Project Description: Construcf a 8'6" reinforced concrete box to 84" strom drain in "H" Street through Marshall to Mountain View from 17th to 37th. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�0 of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'utltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. :.::.:.:.;;::..:::,::,:.:. ... ..::: .:.::. ;. ;::..::.::...:::::.:�::.:::..:...:.:::.::.;:.;:.:..:.::.:....::::.:... .:...: ..., .. Z010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Adavnistration $0 $0 $0 $0 $2,701,970 $2,701,970 : Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ': Construction $0 $0 $0 $0 $9,006,560 $9,006,560 Contingency $0 $0 $0 $0 $1,350,980 $1,350,980 EquipmendOther $0 $0 $0 $0 $0 $0 ': TOTAL COST - $0 $0 $0 $0 $13,059,510 $13,059,510 > Potential Funding Sources: 2�2:::: Storm Drainage Development Impact Fees, General Fund recipts,inter-governmentel grants and possibly some support from the San , ': Bernardino County Flood Control District. ..��'';;':' ;....:��'<�::..;;EE::::;:::::Ei::::':;::�?;:E'E`::;:�>�,_,::�.;;;:��:::>EE::>�:�E:;:::::>'E:::'::::".:>'.E':.:E�:�EE::E::::'<:EE>:E[:E::::::>::::»?:.;'<<E::»::::<:::`::::>EEE:::E`z::<?:r:`:::E::?E::?E:E:>EE::::`<::i::::;;`;,;:::�:::::>'�>:EE:;;'::::>;:::>::;:::E:<'s'::.;<:.f.i>i:::>::;>'>'OCU16et.�006:: ... �::>�:.� :>::::::i��o;:;.::::.;:;.>::�:o::<.>;:;;a:<.::»:;::;:;:.:::.�:::::.:;�.;:::::;:..;::.;:;:.:;.:::::;:<.;;:.:a::::::::as::r:;:.::::;:;::;;;:>:.;>;>:.::.>:.>::>:::.:::::::;;::::;.:.::;:>;:c::::r:.:::::.::.:::»r.:::.;;;;>:;:.;::::;::�::::..:;::o::>:o>;;::.:>:;:::.::::o>;;;::::::::::::::x::,::._::::,::::::::::..::::. �;�:.;�.;::�:�;,:::::::::,:::::,::::::::::::::::::::.�::::::::::::.:.::.:..::.:..:......................................................................... . ;. ; .. , " ;; City of San Bernardino ` Master Facilities Plan Project Detail : > . ,.::.. Project Tide: Program: Pro�ect 7-D2 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-103 Project Description: C.bnstruct a 60"to 51" storm drain in "F" Street from Marshall to 37th. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. ' 1us�cation/Requirement for Pro ject: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :. quickly. Consequences of Not Completing Project: ; Potentisl flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, : parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :<: flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: : City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs s:` default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. C�:::::: To <:»>:»::.;;:.;:.::.;:.;;:;:.;:.;:.;:::>::>::s>s;::»::»>::>::>::>::»::»::>;:»::>:<:»>::»::::;;:::::>::>::>::>::»>:;;>::>:z:::»::>::>:::<:<:»::>:<:::>::>::»>::»::>:.;:;,;;;;;;,;;;;,;;;,;;;;,;;,;;;,;;,;;;;;::::::>::>:<:>:::::»:<:>::>:«:;::.;:::.:.;:.;:.;;;::<;;;::.;:::.;:.;:.;::,:::::.:::::::::::::::::::.:::::: ::::::.:�.:................................................................................ 2010-1i PROPOSED 2006-07 2007-OS 2008-09 2009-10 through sll EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $321,920 $321,920 ; Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 : Construction $0 $0 $0 $0 $1,073,060 $1,073,060 : Contingency $0 $0 $0 $0 $160,960 $160,960 ;:: , . EqaipmendOther $0 $0 $0 $0 $0 $0 ,., ;;;; ` TOTAL COST - $0 $0 $0 $0 $1,555,940 $1,555,940 ;::::;:;::> :::>::;>;>::>:::::»::>::>:<>:;«:::>::>:<:<.:>:::<:::><.::<:>::::<::<:::»>::>:<:;:>:>:::<:::>:>:::>::;>::::>::<»»>::>::><::;::>:<:»::>::»:;:»>�<;;»::>::>::>::>:<;:::>::>::>::>::>::;«<.;;;;;;;>::.;:.:::.;;;;;:<.;;;;>;:;.;:_;:.;;:;;,::::::::.:::::.:::::.::.:::::::...::::::.:.:...................................................:.::.. Potential Fundirrg Sources: 273 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. >.: » ... ::::.:<;;>;.. >>:;>:>r'::;»;:;.::::::>::::;,:>:;:::;;::;:>::::>::::::.r�>:`i:>::.::>:;::;.>':>:?::o:::::»;.::.:;;.>:>:.::">s:::;':::>::;:::;::'::>:`:`::;.»``.;;:.::::>:`::;,:;: '`::;s r s;;:::;,:'>::>::::.,c::::>:::>::>'s:f?�t�er Z00G »::. _,:,:.::;.......:.._.................:..::.:::.:::__...................::::.:::...::::::............._.................:.:.::::::::::...:.::::::....................:..:.::.:::.:.:::::.....:.:.::................:.......::.::::::::::..:.:::..............x....................,..:.::.:.. <..;:.c>::>:::<::>::::;::>;:><:;;s»>::>:;,;;s;»>::»::»>:>:::>:z:::>::>:>:»:::::::::.;:.;;>::;::::>::>:::::<;<::::>'>:z::zzz«::�<:>::>::>::>::>::>::;;::;:.;>:;;:.;:;;<,:::;;:::.;::.;>;:,.;;;:.;:.;:,:.;;;::::.:::::::.::.:::.::::::::::::.:::::::::::::.:::::::........................................._..._......... ;:�:�:::;;:;;:.::::;:::;;:::::::::::::.......................................... City of San Bernardino Master Facilities Plan Project Detail ::.:::::: ..::.:.;..: _. _ Project Title: Program: : Project 7-D3 Storm Drainage Collection System Submitting Department(s): Pro ject No.: Engineering SD-104 <;:::: Pro jec[Description: Construct a 54" storm drain in Marshall Boulevard from "I" Street to "H" Street. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/turt)surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and > : quickly. Consequences of No[Comp/eting Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: : flooded creeks, washes, gutters and drains. ; Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requ'uements was not included in the scope of this engagement. Thus all project costs :::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;;:.;;::.:<:.;:.;:.;:.;:;;:.::.;::::.;;:.;:.;;;;:::;:>::::: 2010-11 Total PROPOSED 2006-0� 2007-08 2008-09 2009-10 througli all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $62,550 $62,550 '. Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $208,490 $208,490 Contingency $0 $0 $0 $0 $31,270 $31,270 <` EqrupmendOther $0 $0 $0 $0 $0 $0 >' � `: TOTAL COST $0 $0 $0 $0 $302,310 $302,310 PotenUel Funding Sources: 274 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ;..: ;:::.>:;::.;:.>::.:. . .. . . (t3:: : ;.>::>::;::::::.:::::::.::::::...: :.:::;:.::;:: ;:.:.... :. ;::.:... .. ,...... .. :>>:<:>::>::>::>::>:;...: ,..: . ;;;:...:.>::»>s::;>::;:::>;:>.:: .. ::<fl�t�shet$QOG: . <.: � < ;. ;; ;; City of San Bernardino '':`''` ' Master Facilities Plan Project Detail __ _ ;. Proiect Tide: Prograrn: : Project 7-D4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-105 Project Description: Construct e 42" storm drain in 31st Street from Lincoln Drive to "H" Street. Project admuustration, consisting of engineering,construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. < .Ius�cafion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ': ; quickly. Consequences of Not Completing Project: Potentiel flooding of major and secondary arterials including most residential and business areas may occur as development continues to : increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to � flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan�requirements was not included in the scope of this engagement.Thus all project costs :< default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-1! Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through el1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $92,450 $92,450 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $308,170 $308,170 Contingency $0 $0 $0 $0 $46,230 $46,230 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $446,850 $446,850 Potentiel Funding Sources: 275 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ' ,.....: ... '' . ': . Ucfohet,ZoOG !: �'�� . . :<... > < ;:. > . _....._._._.......... ....... .: City of San Bernardino ` Master Facilities Plan Project Detail ` Project Tide: Program: : Project 7-DS Storm Drainage Collection System Submitting Department(s): Project No.: : Engineering SD-106 Project DescripGon: Construct a 48"to 87" storm drain in Little Mountain Drive from 30th Street to "H" Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/turfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the "Build-out" column. All costs are at nominal at current ,;::; 2006-07 dollar value. .::....:. ..::..::.::.::.:.::::..::.::.::.:.:.:::.:.:. ;.:.:....::.:;:.:.:... : :.::.;:.;:.::.;:.:: .. .:::..::.;,;,:,. . . 2010-i1 Toral " PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $847,470 $847,470 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,824,900 $2,824,900 3 Contingency $0 $0 $0 $0 $423,740 $423,740 EquipmendOther $0 $0 $0 $0 $0 $0 » TOTAL COST $0 $0 $0 $0 $4,096,110 $4,096,110 Potential Funding Sources: Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the Saii76 Bernardino County Flood Control District. '. (�:...:�<:�;:::::<:;`E<::;r��`�,z''�::::`;':��:::i�� .::.: � ; �:.::.:.:�.:r..:�.,�.� �:;.�:.. ...:.... ..;`'.;".:.''::.''.':''�:E::>�::>..� �'..:E:;::::::::E.6:::::��`:';::"::<�.��.�� .....;�..:...-�: `.�.'s'�`��`?'.�:::i:;:E:>::::>:::ir�.�;,�;:::�::::' .:�..:>.� .. ��. . 2..: .. ...:::.:..:. >.. . ,:......::.:::::..... ,..: ..::::::., ,. .. ,.:.:.:...... oEU�6erx.?�.....:::..:::..... City of San Bernardino Master Facilities Plan Project Detail _:. , :::.....::::::. ProjecG Tide: Program: Project 7-D6 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-107 ;-::::: :.::.;:. »:::: � .::.::.:::.::.:::::::...:::::.::::.:::.:::.:::::.:::::::.:.::<z:;:::>::»>::»>:::>:<:>:<:»:;:;:>:;:>:::>:>:<::::>:>: : Project Descriplion: : Construct a 42" storm drain in Mt. Vernon Avenue from 27th Street to 30th Street. Project administration, consisting of engineering, � construction management and contract administration has been added at 3090. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ......: :. ::.::::>::;:.;:.:::.. :.::.....:. . >> :;:r;::.:�::`:E:;;>;>:::[::;:<':>;E<;:;::::.,:>:6"r::'..:: ::;: :. ;;;::;::...::...::.:. .. ;,;:;::;;:.:.::.:::;:::>; . :;:.: _ . 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all . EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $162,660 $162,660 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $542,210 $542,210 :: Contingency $0 $0 $0 $0 $81,330 $81,330 ' EquipmendOther $0 $0 $0 $0 $0 $0 ,.. ;::::::>:: >::>:>::: TOTAL COST $0 $0 $0 $0 $786,200 $786,200 `:;::':::: Potential Funding Sources: �7 7 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the�afi Bernardino County Flood Control District. �. , ;: . ;:;:::;;:.:;:;;;::::.:. ;:::>:::::>::>:'.. ?.':.:`:'`°°`>:;:.':':::::>:::::>;.;:;:>[::>:>:::'."?:1:::;<::>::>:::':;�Z>;:::::>'''.:;.::':;<:::<::::::>:. '.:::`::`:::,:::;:.;: :::'.;:::;::.> ;;.:"::>::Ocftth4i ZfiUG . ;;;...:. _..::....................:.::.::.:::.:.::::::....................:.:.::::.,..:_...::,:::.:::............:...................:.:::.::::.:._..:.::.....::::::.:::....:..........................::.:::::;.....:.:..:.........................._r..:,....:::.::::.::::::::: ::::.;�.;:�:,>;;;;::.:;,;;;;;;;;;;;;;;;;;;;;.;;:.::::.;:::;;;>;;»:<.>:.:;:.:;:;<,>;;;:.;:;.;;;:.;:.::.;::;:;:;,:.;;;;:-;;:.;:.;:.;:.»;:�::,;;:::;:::;;;:.;:.;:�>r.»:�;;;:.;:::::::.�:::::::::::,:::::::::,::.�:.:::::::::::::::::::.::..�::..:....................._........................_.. �;::o::��:�:::::.:.::.:::::.:::...�::::::::.:�::......................................... . .. City of San Bernardino � � Master Facilities Plan Project Detail ;: _. � Project Tide: Progrsm: Project 7-D7 Storm Drainage Collection System `: Submitting Deparlment(s): Project No.: Engineering SD-108 :: : Project Descrip[ion: >:.;;:<� Construct a 75"to 39" storm drain starting at"H" Street and 24th through"E" Street ending at Sierra Way. Project administration, consisting � of engineering,construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requiremenl for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residentiallbusiness development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Projec[: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase[he City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Proiecf Timing: City of San Bernardino engineering staff projutions that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. � :'«:>;;E:::>?:::li;;»E:::i::;:s>E::<a;:«>:.;E.;:<::;<:;;>E:E;:E<.»>:«.:<;:;::>;;;:.;:.;:.;::;;;:;:>:.;;;;»::i:>::::.;:::;>:::;E::r:;:>._;:.::;:;;:.>::::.::::::::::>:::.;::::;.>�.:.::<:.::.:.::,;c:,.::;:::;:.:;.;...:i;::::�:..: - � �.:..... . .. .. :. ....� . � ......:.:.::.:............. .. .. ' 2010-11 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 througit all EJfPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $616,080 $616,080 Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,053,590 $2,053,590 Contingency $0 $0 $0 $0 $308,040 $308,040 ': ': EquipmendOther $0 $0 $0 $0 $0 $0 > TOTAL COST $0 $0 $0 $0 $2,977,710 52,977,710 '.: Potential Funding Sources: �^7 g Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the S'kfi Bernardino County Flood Controi District. � .'�:r.:. �':�;:. . : :.�:...�.::.:�: .�::::�� ,.,�-'.:,. ��.:>�.�� ;`�;�';`;:.;r::�::v°::�::::..::::::',�.>:�::>:[::>::::[>::::>::'::>::::::::�...<:::::::>:>:;:~:��'��:��:. ��:��.:'`::;'::>i�::>:i.:::;'.>::::>:[::[:>:�:::::>:::�'.��:..:.:��,:Z006• .:.::..;:�: ........ --._.:...:.......::::::::..::::::...:......:..........:....:.::..::::::::::.:...:.:......:.:..:.................................,..::.:::::.:::::.::::::>::::::::::::::.:.::..........................:.:::..:::.:::::::..:�:::::.::::::::::f�CLid7Q z............:..............:. ::,:.:.::.:�C-:::.>;:<.;:.::.;:;:-:::::::::::::::::::::::.:�.>;>:.»r,>:.;;::ass;::::.:::::::::::::::::::::::::.::.:::.;;:>:>:<o>:>:;.;:.;::.;:;.;::o;r.:.>:.:r::::::,::::.�,:.�:::::::::::::::::::::::.:::::::::::::::::::::::::......:...:...............................:::....... ,;..:(:3:::::::::::::::::...::::..:::::.::::.:............................................ _.........._......... :::. ,.:::::::.;:......:::::....... ..::.. . . �:.. >. � ,;;. .>:;:;:> ; City of San Bernardino Master Facilities Plan Project Detail , Project Tide: Program: Pro�ect 7-D8 Storm Drainage Collection System Su6mitting Departmen[(s): Pro%ect No.: Engineering SD-109 Project Description: Cor�struct a 2'X 4'TCC storm drain in esement from Lytle Creek wash to 16th Street. Project administration, consisting of engineering, construction management and contract admu►istration has been added at 303'0. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb ;storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have �runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and .: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, : pazking lots,etc.). Additionally, emergency vehicle response may be hampered during and aftez short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::; default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. _ otal:::::: ;:.;:;.: T 201 0:�.,::::::. PROPOSED 2006-07 2007-08 2008-09 2009-10 �hrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $231,490 $231,490 Lend Acquisition/Right of Way $0 $0 $0 $� $� $� Construction $0 $0 $0 $0 $771,640 $771,640 ?: Contingency $0 $0 $0 $0 $115,750 $115,750 > EquipmendOther $0 $0 $0 $0 $0 $0 ` 8 880 > `;; >;>:::< ` TOTAL COST _ $0 $0 $0 $0 $1,1 l 8,880 $1,11 , >:<::> Potential Funding Sources: �^7q Storm Drainagc Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the`Sfitf Bernardino County Flood Control District. ;.; > .;: . > ;;::::>::: : _ . :::< ;>.:::::>.; ::.?:;; ::::::: ::;. :::>:::.;'.•`.::<>':: i:ZUOG:>:` `::.:: .; :.(t�:;':;:'.. '::'.:EE:;:::.;`;;. <:...: ;.> '::i `;.. ....: : .... . >' ..:;:;::::>:;.: ::: `:: ,:. :::... . ; : ;..: .;.: :.;.::::.>::.:>:::::.;:.:.:��>..:.., ... ,..:..: ` ' ` ' ` City of San Bernardino ` Master Facilities Plan Project Detail g Project Tide: Pro ram: Project 7-D9 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-110 Project Description: '' Construct a 78"to 51" storm drain in easement to California Street from Lytle Creek wash through Darby Street ending at State Street. Project admuustration,consisting of engineering, construction management and contract admuuscration has been added at 309'0. Contingency is included at 154'0 of construction costs. Jus�cation/Requirement for Proiect: ; These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the �: amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ' quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. Total ;:::::.2010-1.'.:::::. PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Yeurs Design/Inspection/Administration $0 $0 $0 $0 $1,207,670 $1,207,670 '. Lend Acquisivon/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $4,025,550 $4,025,550 < Contingency $0 $0 $0 $0 $603,830 $603,830 EquipmendOdier $0 $0 $0 $0. $0 $0 • `:': TOTAL COST $0 $0 $0 $0 $5,837,050 $5,837,050 Potential Funding Sources: Storm Drainage Development Impact Fees,General Fund zecipts, inter-governmental grants and possibly some support from the�ugi� Bernardino County Flood Control District. �. !:. <> . ' ;; ,:... . : >::».::>:.;:`:':?'::::::::>�<:>::::::>::::::::::: ;:::>:::::>:..,>:>;:>: ..: :.:;:: . . Octohel 20ofi::.. ".. '.:.:.:.:.......::::::.::::::;;......._....:.....................,:...:::.:::::::::::::::.:::::::::::::.:.::::::::::::.:.::::::.:.:.:.:.....:.:::::::::::.::::::..:.:::::::..;:.::.::::..:..:...:..::::::...:..._..............:........_........�..........:....:.:.:.:::::::. :.;:.;:.;(c�:,.;:;;;;:;.;:.::.:::::::..,:::::::::::.-::::::::::::::::::._::::::::::..:....:...._....................... ,:. City of San Bernardino Master Facilities Plan Project Detail _ _ Project Tide: Program: Project 7-D10 Storm Drainage Collection System : Submitting Department(s): Project No.: Engineering SD-111 Project Description: , >:::>: Construct a 42"to 54" storm drain in Highland from Macy Street to California Street. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: `. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan iequirements was not included in the scope of this engagement. Thus all project costs :: default to the "BuIld-out" column. All costs are at nominal at current 2006-07 dollar value. :;:.:-::.........::.:::: ::.: ..:. ::.:.:;.�. :.:;.;:�..;:..:,. .:.... ...... ....:... .::.. ;:.;.::.:.:::.:::.: . , 2010-11 Toral PROPOSED 2006-0� 2007-08 2008-09 2009-10 rhrough all ElfPENDITURES Build-out Years Design/Inspection/AdminisUation $0 $0 $0 $0 $213,230 $213,230 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ConstrucUon $0 $0 $0 $0 $710,770 $710,770 Contingency $0 $0 $0 $0 $106,620 $106,620 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $1,030,620 $1,030,620 >: Potential Funding Sources: Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the�g 1 Bernardino County Flood Control District. `:<:. .... .' :: . .'..:::. ,;:i :. ;`>;.??>::; :>'.,':`. ..:.:`.: ....::.. . ."::`:":':.;:;::::>;`.:::>:;":'::: " ::'::':<:>.;>:::>::::::>:. :i.OcL66et 200G> `>::::::::':::>::::;::. c(c�>:z.:: >: ;:: .:::.. :.:..::. ;.... . ..;..... .. ..:... :;;.;.. .. ..,.......:..:;:.::::..: ..: . :. . ;. ..:.;.:..::::.:.::::::::.:. :. x.. . :::. . . .......: . . ' ` City of San Bemardino ' ' ;::::.:.;: , ,::: ; < Master Facilities Plan Project Detail _ Project Tide: Program: Project 7-D11 Storm Drainage Collection System Submitting Deparlment(s): Project No.: Engineering SD-112 : Projecl Description: Construct an 11'X 6' reinforced concrete boz strom drain from Junction Lytle Creek to Cajon Boulevard. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences ofNot Completing Project. Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,...::::::.::..:..:.. ...................:.. . ,. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/AdminisUation $0 $0 $0 $0 $2,141,390 $2,141,390 Land Acqaisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $7,137,980 $7,137,980 Contingency $0 $0 $0 $0 $1,070,700 $1,070,700 z: ' EquipmendOther $0 $0 $0 $0 $0 $0 !i TOTAL COST $0 $0 $0 $0 $10,350,070 $10,350,070 Potential Funding Sources: Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the�a82 Bernardino County Flood Control District. '. _(:L`..... :;�::;ii':;;�.�.ii:i::ii�>;i:::..::.::..:�:��:;:.....;>:iiii;i:;:;�i".::>.�::.:��:�: �.� � .:.C.;i:ii;iiii;iiii;`:i;>�;iiiiii;ii;iiii>:i.;::;:`:i;:>`::�`:;:.'�..;`i:;.:;i�i:;:i:ii;iiii:::ii::r��sr.'i:`..;:::;;:;:':::`i:'::[r`,;i;.:ii;:`.:.;i::::";::�:c::��.; -�:. ::;:.....:.:�.:::: . i.:::�:' .3.:....:..:............:........._.............:.::.:::..:::..:...............::........................:..:..:.:::::::::::::::::..:.:::::::::.:....:..:::.:.:::..:::.:::::.:.::..::::::::::::.:.:.::::..:.....:::-..:.:.:::.:.:..:.Elcusher.ZUOb.................. .......................................................................:.,.:..:.::.:.::•...,.:::.:.....:::.::.::::.::::::::r:::::::::::::::::::::.::: ; City of San Bernardino Master Facilities Plan Project Detail >.:. . ; _ .. .. ....:.. . Project Tide: Program: Project 7-D12 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-113 :;:;;,:. »>:::: . _.:::.:;;;;:;::::;:::;;:;;:::::::..»>:->:>;;:>:�::<>;s::;«:::;>:::>::<>:<_:>^>:;;::<»i:::;::»:;:;.:.>: ;:>; Project Description: .::::: Construct a 36" storm drain in 9th Street from Wilson Street to Muscott. Project admu►istration, consisting of engineering, construc ion management and contract administration has been added at 30`Yo. Contingency is included at 159'0 of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb s[orm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :< flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::: default to the"Buffd-out" column. All costs are at nominal at current ;::. 2006-07 dollar value. . ... :.:.. . ... .;.. ...;:.:..,. ;. ::>i>:�s>:::<:::>::»>[:::>::>::»::i:::>::>:;::>:«�:>:>::::>::»:<::::>�::>::>::>:�::»��::>::>::>::»::»:>:>::>:;;»:.>;:;;:>::>;;:.;;:.;:<:::;;;;:�;:;;;:�;:;:.::::::;::::::::::.:;:.:::::::::.:,;:.:::;..::::::.>.:.::...::.....::._ . .... ;; . 2010-11 Toral PROPOSED 2006-07 2007-08 2008-09 2009-10 through ell EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $47,770 $47,770 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Constrvction $0 $0 $0 $0 $159,220 $159,220 ' : Contingency $0 $0 $0 $0 $23,880 $23,880 ' EquipmendOther $0 $0 $0 $0 $0 $0 «.;;:.. 0 870 ::.;;:. <:::;:: $0 $0 $0 $0 $230,8�0 $23 . `":`. <:> COST ;:;: <: TOTAL `: Potential Funding Sources: �g� Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from th�-5§ii ; Bernardino County Flood Control District. ;:.: _:.:.....:.. .. :.::::... .:.:.:....:: : ;.> >:.::.;::::;:.;.:;:>:.:::. ::.. ;.:: : :::.::.;. :..::.:,:::::. .:.:.'`:::.:,;: :`;.::: ;:;.: ::�x::. �:;:.:`»:>:, ;:::_...:._;.:::..::.:....:::.:::::..::.:::::.:::::::...: ::::;,..:.::..:.::..:.:..<.::......:::.::;....:...:.....;...:.:;:..::::.:....:::....::::.;:,.;..,:::,:::::.::::::::.....::..:.:::.::::.:.........::::;::;:..::::::::::::::.......::::Octedtcr,,:::.�::...:::..:.::.:::::::. »>'>:i:E:'�`:»::<::>;::>::::>i:`<;>i>[E:::>:i>::E:f>:::::>�»[:::i;i:»i�>iEEf>:ii:i:i;<ii;i:ii:>:ii::::>i::<;;:iEi:3�::;:'rd�::>;::i:i::>;>::::>E:>::>::::>:::<:>::::>i<:<:::<:>::>::>::i:::::::<:::;>:>:;:::>:<r>::>:;;i:«.;;;;;:�;;;:.;;;:.:<.;:.;;;:.;:.;:�;:.;:,;.::::::::::::::::.:::::.:................................ �;:�>:.;:::�:�:;.::::::::::::::.:::::.:::::..................... City of San Bernardino ; : Master Facilities P�an Project Detail ; ; ; .. Project Tide: Program: Project 7-D 13 Storm Drainage Collection System : Submitting Department(s): Project No.: Engineering SD-114 Project Description: Construct a 90"to 42" storm drain at 7th Street and Muscott through Mt. Vernon ending at Goodlett and Western. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�ca6on/Requirement for Project: These improvements are neecied to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to[he amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and :: quickly. >; Consequences of No[Completing Project: '' Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. ' Reference Documen[: Projec[Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs >: ;:': default to the "Build-out" column. All costs are at nominal at wrrent ; 2006-07 dollar value. :.::: ... .....:::::.::... . ;:..:.;::::;:;::>:.:;;..;.;:.:;:>:;::.::::;;:.;:.;;::;;:.>°;::;:;:.::< :. ::..... _ ; ,. .. 2010-11 Total PROPOSED 2006-07 2007-08 2408-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,918,880 $1,918,880 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $6,396,250 $6,396,250 Contingency $0 $0 $0 $0 $959,440 $959,440 > EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $9,274,570 $9,274,570 >:: Potential Funding Sources: Q4 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmentai grants and possibly some support from the��n Bernardino County Flood Control District. �. ,:>. : ,.. ;::<::::::;.: ..:, '. ;.;<>::>::::::;: .... ,.. >>:;.>`>:::::;:::::>::::>::::>>.:'::>::::;: ; ' (t�: .. ::. .:: ... . ...;:.>. ;:>::.; ;:::.;; ...: :..:.>.;.. :::;:.:....::... : : ;;::_ :...... ;:::>;:::>:;;:::.;;.:::.::,;: ��>.�> >: ,: > ; City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-D 14 Storm Drainage Collection System SubmiKing Department(s): Project No.: Engineering SD-115 Project Description: Construct a 39" to 42" storm drain in Massachusetts from 16th to Base Line through Base Line ending at the I-215 freeway. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15`�0 of construction costs. lus�celion/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :< quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as roofrops, streets, curb, gutter&sidewalks, playgrounds, - parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spelis of rain due to :: flooded creeks,washes, gutters and drains. < Reference Document: Project Timing: � City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus ail project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. Total:.:,:: a:: :: zoi i 1 : PROPOSED 2006-07 2007-08 2008-09 2009-10 through a11 EXPENDITURES Build-out Years [ Design/Inspection/Administration $0 $0 $0 $0 $333,310 $333,310 ': Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,111,030 $1,111,030 ':: Conlingency $0 $0 $0 $0 $166,650 $166,650 >:< : EquipmendOther $0 $0 $0 $0 $0 $0 � TOTAL COST $0 $0 $0 $0 $1,610,990 $1,610,990 ': ' Potential Funding Soutces: 'R Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�S'an Bernardino County Fiood Controi District. �. - .::` »:>::::;::::::>::>. ;<.>::::;> . .. :: ' `..:. i i .. >:<>:;`:.>:.>`.:`<:>:<:::<::::::`:'>::::>::.:::>::::;.:..:: :: ':>:::>::;::::::::<:<;;3;:.::.:::.Octo6cr:7AQG `: z::(��°:»:.:;::.: :';.;:<::>;<:::>::::>:::: ^;::>::;.:.::'::::::::::;>.;:::;, .:.. :. ; ;.;. _.. .. ...:.:,:.;;;:.;:<:;:...;::.;:.:;::.:::.:.;...::;;;::>.:::.:.::;.::::::.:...... >:.::.::.::::::::::...... .:::: ...::...,:.. ;;;,..:.:::::. :::::::::::::::::::�....:.:;;>:: - :::::::>::�:>::::>:::::>:::.:;:;:::>:<.::<:.>:::::::: ..: , ; City of San Bernardino '' Master Facilities Plan Project Detail ;;:;; . Project Tide: Program: : Project 7-D15 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-116 Project Description: This component is a 154" to 42" storm drain in"I" Street from the Lytle Creek channel to 3rd Street. Project admuustration,consisting of engineering,construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's ezisting inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the ;:::::::: amount of development which in turn decreases the amount of pervious(i.e. dirVtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with'either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ::: flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: � City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs < default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:.;:.;::;::::>::;::;:>: ::..::�;:.;:.:...:..:.;:.::..::..:.:.:::.;.;.;:.::::.: . .:.:......;::.::.;:;.;.;:.;:.;::.;:::..:.. .:: .. ...::.;;:.:.. :. .....:::..:. 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through sll EXPENDITURES Baild-out Years Design/Inspection/Administration $0 $0 $0 $0 $278,240 $278,240 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' : Construction $0 $0 $0 $0 $927,470 $927,470 Contingency $0 $0 $0 $0 $139,120 $139,120 EquipmendOther $0 $0 $0 $0 $0 $0 : TOTAL COST $0 $0 $0 $0 $1,344,830 $1,344,830 ,: Potential Funding Sources: 2g6 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ;. ..:.::..`::..:.'.: ;;:r.``;::::;:::'.:;:::>.:>:: .":i':>'::>:>'::»>:<::::.>`:[:::..;:,;:::; '> ;::::.. . . ;.:. . .:Uctohar Z006; '.`i:i a:::...:::.::::,.:_....:.::.:.:.........__.:,.;:::::::::::::::...:.:..:::::::::._.::::.::::.:::.....................:...;::::.::.:..:.....:...:.......................:.::::::.:::::.:.:::::::.:..::...............................................,..................._...:.:: ,:::(:�.:::::::.:.:::::::::::::::,::::::::::::::::,:..:..................................._.................................._........... City of San Bernardino ' Master Facilities Plan Project Detail _ ' Project Tide: Program: Project 7-EI Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-117 Project Description: Construct a 6'X 5' TCC storm drain in easement south of Rancho Avenue to debris basin. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15R'o of construction costs. lustification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the ' amount of development which'ut turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: ` City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with Generai Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .......... ... ...:..... ,. ,.:., . .....::.:::::.;;:....... ,:...:. 2010-11 Totel PROPOSED 2006-07 2007-OS 2008-09 2009-10 through aI1 EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $U9,120 $179,120 ! Land Acquisilion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $597,070 $597,070 Contingency $0 $0 $0 $0 $89,560 $89,560 EquipmendOther $0 $0 $0 $0 $0 $0 > TOTAL COST $0 $0 $0 $0 $865,750 $865,750 > Potentisl Funding Sources: 28'] Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. �. ;: ' . :::... :. ,,;:. > ' e :: _ ;:. . :::::: . ;.;.`::>>::`:<`::::'> .'..>. ...."::`.':::>:::. ......... �ctohar ZOOG.: _(.):: . : ,..::.::.:.....::.. , , ,. .: ,..:::.. .. . .:::: :> ._ ,.::. . ; City of San Bemardino Master Facilities Plan Project Detail Project Tide: Ptogtam: Project 7-E2 Storm Drainage Collection System Suhmitting Department(s): Proiect No.: Engineering SD-118 ; '. Project Description: Construct a 4'X 3'6" to 4' X 4' TCC storm drain in Devore, north of the I-15 Freeway ending at north of Rancho Avenue. Project administration, consisting of engineering, construction managemenf and contract administration has been added at 30%. Contingency is included at 15�'0 of construction costs. lust�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water wfll increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial pioperties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short buzsts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus ali project costs > default to the"Build-out" column. All costs are at nominal at current 2006-07 dollaz value. ::::::::::.:.::..........:... ..::....:..,.....,.... ... .. . .............:.. . . ...:..:...:.:::::::::...:....::: :::. ::::.::.:.::.::......... .... ,:: _ 2a10-11 Toral <: PROPOSED 2006-07 2007-08 2008-09 2009-10 througfi all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $201,590 $201,590 Land Acguisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $671,960 $671,960 ; `: Contingency $0 $0 $0 $0 $100,790 $100,790 EquipmendOther $0 $0 $0 $0 $0 $0 ><: TOTAL COST $0 $0 $0 $0 $974,340 $974,340 ...................................................................................................................................................................................................................................................................::>::>::: _ Potential Funding Sources: 288 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County F1ood Control District. ' >:>:: . `: ;; � .�-..��.:�;: . .�.:;::'`::��:��:::`�:':::;:�»;:::::::::::.'::i�':::.';�:�:::::.'>;:�;:.';>::;<»;.:::::�::%:�;;::::::::;::<::��:::::»:>'.::'.z:>'.:;::::>:::.::::»:::;`��":;:<:';";>`:'::;�.�;:>`:��.;::»:;::;�:..:��..: .... ... . .. .. .. ..... . � . ........�.�...._...................................:....:.:.::.:::.::::.......:.:..:....::.............:.............................................:.....:............................:......:.........................................:.:..::..:...�L,�LCbQir.:�?.::::.�:::::.::::.:. ; ; > ` ; ` City of San Bernardino ` ;::,; .. ,.. ; ; ; Master Facilities Plan Project Detail ; ' ' .. , Project Tide: Program: Project 7-E3 Storm Drainage Collection System Submitting Deparlment(s): Project No.: Engineering SD-119 ;;<: ;.: . Project DescripUon: Construct a 10'X 7' TCC storm drain in easement between Kenwood and Rancho Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'uUtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences ofNo[Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to _: flooded creeks, washes, gutters and drains. ' Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs <:: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,........... .. .......... :::::.. :::, :.:.;>;::.; ., ....:,,. ......:::..:.:....::., ;::::.,>.:;�.: ::::..:::.>::>::.::.:::::::::::.......:::::.::::.. :.. ,: .. 2010-11 Total PROPOSED 2006-07 2007-08 2408-09 2009-10 through all . EXPENDITURES Build-out Years � Design/InspecUon/Administration $0 $0 $0 $0 $247,180 $247,180 ; Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 '. ; Construction $0 $0 $0 $0 $823,930 $823,930 Contingency $0 $0 $0 $0 $123,590 $123,590 `:: ' � EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST _ $0 $0 $0 $0 $1,194,'700 $1,194,700 >::>::::> Potential Funding Sources: 2$9 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. �. :::<:::>>s::>`::::»::::::>::>::>::::>::<:>:::Ocfii�f::ZOU&::::;:;:::>:::>:::<:::'::::> >::>:::> <<:;<:>::»::>;:<:::>::>::i<::>:::;::::»::>:::<::<:>::>:>::::>::>::>:<:::::>::>:z::>:::>:::::>::>:>:::>::>:<:::>::>::>::>::>::»::«:::<::>::::::>:::;<:3::?:::;:«<::::>;:«:s::::::>::::<:>::;::>:::::>:::<:>?::::>::::>::><zz:ii:::::>:z:::::::;>:>::::>::i:::>::»:::::<::::>::::>:::>::> :................................ ..........x............................ :;.;:;.>:.;t`:>:::;:::::;::;:;:::>:;:;:.;;:>:>::.>:.;;;;;::.:::::::::.:::::::i;:;i:;::;.;;:<:.>;;:.>:<.:.;>:;.::.;:.;:.;:::;::i::;;i';::;::;::i::;::;:::.;::;:.;;:.,;i:.:;:�;:;.>:.;:.>:.;::.::..>:.;:.;:.;:.;:.;>:.;;:.:;�:>:�:::�:.;:.;>:.;:;.;;:.;>;;;>:�;:;.;:.::;.;:.::,::::::::::::.::::::::::::::.�:::::::::.::::::::......................................... �>::.::.>::�:�.>::::::::::::.�::::::::::::::::::::::::...::.........:.:........................ _ _ City of San Bernardino� ; Master Facilities Plan Project Detail Project Tide: Program: : Project 7-E4 Storm Drainage Collection System Suhmitting Department(s): Proiect No.: Engineering SD-120 ': Project Description: Construct a 10'X 6'6" TCC storm drain in easement east of Devore Road ending at north of Kenwood Avenue in debris basin. Project administration, consisting of engineering, construction management and contract admirustration has been added at 30%. Contingency is included at IS`Yo of construction costs. Jus�cation/Requirement for Project: > These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof; asphalt or concrete parking lots/walkways a have � runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of No[Completing Pro ject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. > Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,_ .. ..... . .. .... ......:.:::..::.......:. � 2010-11 Total PROPOSED 2006-0� 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $288,950 $288,950 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construc[ion $0 $0 $0 $0 $963,170 $963,1�0 Contingency $0 $0 $0 $0 $144,480 $144,480 ` EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,396,600 $1,396,600 ':: Potential Funding Sources: 290 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County F1ood Control District. ' � .. ...a-.:�:.��`:::::;:6::;::�.. .: ��. i�,;:;:;;>::.ir;::'r.`:.�::::;6<:;[:':::`:;.:G';'`;>r"`:. .. .. :.: .- ��. ..>�`:E:Er<:E:>::[E[E;`.:`:;:::::'E<E:iE�::i::E:[z:E::.....:�.�-::`.�:::::;.:<:::::>::::: .......:'.:.�� .�:.:.:;:.?.::�;E�,E�::::>::>��.�.IOC�LD66t 200&�:� .- .-::� ..: . �:�::.. �....::::.. ,.. ..::. . .:.::.:::: :..::.:::.. .:...:;:.... __ ._ __ City of San Bernardino Master Facilities Plan Project Detail ;::. _j _ Pro'ect TiUe: Program: Project 7-ES Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-121 Project Description: Censtruct a 5'X 3'6"TCC storm drain west of Devore Road and east of Marion. Project admuustration,consisting of engineering, construction management and contract admuustration has been added at 304'0. Contingency is included at 15% of construction costs. lus�cation/Requirement for Project: These itnprovements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and < quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residen[ial and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" Such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ' : parking lots, etc.). Additionally,emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to 's: ': flooded creeks, washes, gutters and drains. : Reference Document: Project Timing: ': City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. > . ;::. :.::::..:>:>:::. >:.>.>::;: ;:::.: :..::.:::::>.>:;.. < ..::::. . .. .:...::::.::.::. .. .... ::..... 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through al1 EXPENDITURES Build-out Years ': Design/Inspection/Administration $0 $0 $0 $0 $54,870 $54,870 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $182,890 $182,890 :: Contirtgency $0 $0 $0 $0 $27,430 $27,430 ' EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $265,190 $265,190 Potentis(Funding Sources: 291 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ;:::: < ' <.. .:s:>;:<::::::"i:::°>:':>:`::>`::>':;.;:;::::°' .. : < :: : ;: >: . . .. :. . . . ... Octohct 2006 . `:.:, : >(��.... :: : :: ;:... .... :: � City of San Bemardino Master Facilities Plan Project Detail _ Project Tide: Program: : Project 7-E6 Storm Drainage Collection System SuhmiKing Depsrtment(s): Project No.: Engineering SD-122 Project Description: Construct a 8'X 6' reinforced concrete pipe in easement from Cable Canyon Road to east of Devore. Project administration, consisting of engineering,construction management and contract administration has been added at 30%. Contingency is included at 15`90 of construction costs. 1us�calion/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the� amount of development which in turn decreases the amount of pervious(i.,e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered witli either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. :: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .:.::.::::.:.::..:.:.::.:.:...:: :..:.:........ .:.::.. . .: .:::::::.::.:.::::::::.::>. . .:.. .. ....:...:;:.:.:... .;::>::.. ::.: , ;; 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through aIl EXPENDITURES Build-our Years Design/Inspection/Administration $0 $0 $0 $0 $486,040 $486,040 '. Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $1,620,140 $1,620,140 Contingency $0 $0 $0 $0 $243,020 $243,020 : EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,349,200 $2,349,200 > Potential Fanding Sources: 292 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San ': Bernardino County Flood Controi District. ' >:<(=`.-....... ' «,:.::: `;:::::.:.,:':;.;,. . .. .:::.:.:.:.. . .::::::::.>::::r<:;EE:'%:::><`;::i'`>::>:::::;.,..:;::::»:;.:':.::::<:z::,:>;::: `::;:.<.>;::::>;: Ucktsher.Z0U6' ....;.<. r).:::,::,;;;:: . :..;;:>;:,.: ,.:�>:>.;::. ...:::::::::....::::...::..:::.:,;;:�... .. ,:.;;:::::. .:;;::;:. ;:..::.:. ::.:.::..:. . . .: .:> ,. ::. ...:.::.::::: ` ` City of San Bernardino ' Master Facilines Plan Pro�ect Detail . . ' J ; _ '" Project TiUe: Program: Project 7-E7 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-123 Project Description: . � Construct a 10'X 7' storm drain in easement north and south of Demant Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Projecf: These unprovements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'udtur�surface reducing the capability of[he ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of O.SIO. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: , Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to : increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, : parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due,to :: flooded creeks, washes, gutters and drains. : Reference Document: Projec[Timing: City of San Bernardino engineering staff projections that aze The timing of the capital construction or acquisition described herein, : consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :<: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,,. 2010-I1 Total PROPOSED 2006-07 20a7-OS 2008-09 2009-10 rhrough all EXPENDITURES Build-out Yesrs `. Design/Inspection/Administration $0 $0 $0 $0 $316,650 $316,650 � Land Acquis;tion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,055,510 $1,055,510 >: Contingency $0 $0 $0 $0 $158,330 $158,330 EquipmendOther $0 �0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,530,490 $1,530,490 Potentiel Funding Sources: 293 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' : z >.?;.:.:;::':;::> `;,::>:.:: ;:: .: :::::::: .::::: ..:;;:'..` '<. ":' . .: . . . »::';:»::::;:::: ..: .. : > < , _�:�:.:. ;:.. .. .:. :.;. . >.. . .;.,::::;:;:;.>::;.. ;>:::::;::r::>::;>:;::::::: .....>. . .. » !i . ocw6et,Z006 ;: ` , , , ; ; : ' ` ' City of San Bernardino ' ::::::....:: . ` Master Facilities Plan Project Detail , _ Project Tide: Program: Project 7-E8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-124 Project DescripUon: Construct a 50'X 8'6" to 20' X 8' storm drain easement between southwest of Barstow Freeway and ending in Cable Canyon. Project admuustration, consisting of engineering, construction management and contract admirustration has been added at 30�. Contingency is included at 15 Yo of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capabIlity of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ; runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and < quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with Generai Plan requirements was not included in the scope of this engagement.Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,...::.: , ,.. :::. ::: . _.. ZO10-I1 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through aIl EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $5,985,710 $5,985,710 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $19,952,380 $19,952,380 Contingency $0 $0 $0 $0 $2,992,860 $2,992,860 `. EquipmendOther $0 $0 $0 $0 $0 $0 ; TOTAL COST $0 $0 $0 $0 $28,930,950 $28,930,950 ?: Potentisl Funding Sources: 2c)4 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' �c` c:::>:::>::::i;:<`>::::>::»?.;'>::::>:::'`.;;i>::::>::::>::»::::::>:::::;[:::;::;:'::;:>:::>:;z.`'.:i?':::<7:?:::::>::>'.:::>>,:::;;:;::>:r;r:.« ;:`:i`;::.?:::>::::::;::,:`><;;:.:':::r:::"::::::>:<:'..;":::::<::::: : :: ...:` ...: '.::.:::::>`:.>::..: :'::::: ;z .)..:.::::.:.:.::.:.:.:::.:...::..:.:,:.,:::.:::::::::.:::::::.....::..:.::::::::::..::.:::.::.:::::::::::::::.::...:..:..................:._:::::.:.�:::::::.:::.:::::::::::::::::::::::::::::::,:::::::::::.::.:...:,.:.......:..:::.::. :::. _._................................................................._..................................................:::.:::::::.,::::::::::::::::::::::::::::.::::.::�:::::::.::::.:::::::::.:::::::::::::.:::::,.:::,;;.::.:.;.;:.;;;:.;:;.;;;;;:.:Octtyiiei:Z(IOG.:::::::::::::.::.:: City of San Bernardino ; , ; ` Master Facilit�es Plan Project Detail ; _ Project Tide: Program: Project 7-E8A Storm Drainage Collection System ': SubmiKing Department(s): Pro%ect No.: `. Engineering SD-125 a Project Descriplion: Construct a 8'X 4'6" to 8"6" TCC storm drain in easement east of debris basin in Cable Canyon. Project administration, consisting of engineering, construction management and contract admuiistration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached <: dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 < However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and < ! quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-ouY' column. All costs are at nominal at current 2006-07 dollar value. :::::..::.::...::...,......:::.:: ::::.... :.:.:. .......:..:.: ... _..: ::...... ... ...... . ;:.;. � 2010-11 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 rhrough all � EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $141,880 $141,880 Land Acquisition/Righ[of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $472,930 $472,930 > Contingency $0 $0 $0 $0 $70,940 $70,940 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST _ $0 $0 $0 $0 $685,750 $685,750 >? _.........................................::.:::::.:.:.:::::::::::::::.::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::.:.:::::::.::::::::..:.::::::::::::::::::.::.::.::.: Potentia!Funding Sources: 295 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. ;' ;>::C`'::><::'s:::::;:>::::>:::::>:<:::::>::»>::::::<:#>::';::>::::`>''>:::;<[i:>::>`::<:::>:;:>:::«:?::::<[>:>::;:::[:::>::::>::>::::>::::>::>::::>??;::<:>:>:>::::>:::::«>:::::>:::::»:>:::>;:;:::::<::::'::::':;:;:>s»:<:::»:::::<:>::![:z:>:»:::>::::>?>:::<:::::::>::>::::>:?::<:::>c::':<?:>::::::>::::>::::::>:::<:»::>::::::::>:':OEtiid3ei`::ZE1U&::>::>::::>::::>>::'::>>:>: �:?:........ .. ::..:::...::. ......... ......:.::.:..: ........:.... .:::::..::::::::.::..:....:.... ::.:::::: .:.::..:.:.:::... .:::. ::r ::::...:::.. City of San Bernardino Master Facilities Plan Project Detail _ _ Project Tide: Program: Project 7-E9 Storm Drainage Collection System Submitting Department(s): Proiect No.: Engineering SD-126 Project Description: Construct a 2'X 3'6" TCC storm drain in easement north of Myers Road. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%n. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Projecf.: '� These improuements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb ,storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have �runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coeFficient of 0.810. However, the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of unpervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. . ;. 2010-11 Total PROPOSED 2006-07 200�OS 2008-09 2009-l0 through s!I EXPENDITURES Build-out Years Design/Inspecvon/Administration $0 $0 $0 $0 $126,360 $126,360 Land Acquisition/Right of Wey $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $421,190 $421,190 Contingency $0 $0 $0 $0 $63,180 $63,180 : EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $610,730 $610,730 Poten[ie!Funding Sources: 29() Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San . Bernardino County Flood Control District. _�c.::>?»E:E:E:>:E::>�:::::r:::::>:>;::>:r::::.:;.:::>;::::>::EE>EE::':::i::::>::::i::::r:'6.:;;::::::<EE:,;:.;:."':�:..";`;::E:::>E:»:>:.:::.:..�i�r::>:::>::;::::'::i::i:::::E::;EE:::E>:6::>::::E::?i;:::::>'.::;:<'.:;:::>;:`::<::::>E:E.;.:.>::`.:..;.;:>:'.::;::,.:::"::E::::>E6E>;;:.i::::,::::.>":E::;::i::�,'.>��,y'��:.�y.y:�°;;:.......::::..::i:. .'3.::.::::::::::.::::::::.:::::::::::::::::,:.:::::::::.:::::::::::.::,.::::.::..:,::::::::::::::::::::::::,..:....:....................._..............:,.::::.::::::::.:::.::.::::::::::.:::::..:....::............................. � ::::::....... ........................................................................................................................:.::::.:::::::::::::::::::::::::::::::::::::.�.:�:::v�::::::::::::::.�::::::.::::i:::::::i:::i:::ii:�i:^:�i::�ii:::�:::�:iiii:::�::.,�,Ai,IVIFlI.::!VNl.::::::::._.::.:i::�::� . . .:.:..... ..... ..<.:::>::>:::... ........... ::.. ....., ;:.:... .:..::.::.::.::.. ...,.:..:..,.:::::,.. .: ;:: :.::....�:.,.;.:::.:: ::::.,.>: ::.::.:.::.:. ..:. ... � :. :....;::.,,. . ..,::;:::. ;:::;::>:: ..>::>::: ::;:::... . � :::::.:.;::. . : ;:::.:: , , . ;::;;:::>:::>::;:. , ; - ;: ;:;;...; ,;; � _ , >: City of San Bernardino Master Facilities Plan Project Detail ! ; .. .. . Project Title: Program: : Project 7-E10 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-127 Project Description: : Gonstruct a 6'X 5'TCC storm drain in easement east north of Myers Road south of debris basin. Project administration, consisting of engineering,construction management and contract administration has been added at 30`�o. Contingency is included at 15 qo of construction costs. : lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing tjie capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. : Consequences of Not Compleling Project: Potential flooding of major and secondary arterials inciuding most residential and business areas may occur as development continues to : increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: � City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :;: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 201 - Toral 0::�.1::::.:. PROPOSED 2006-07 2007-OS 2008-09 2009-10 rhrough al1 EXPENDITURES Build-out Years Design/Inspection/AdministraGon $0 $0 $0 $0 $36,150 $36,150 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $120,510 $120,510 < Contingency $0 $0 $0 $0 $18,080 $18,080 � EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $174,740 $174,740 ;::..::::::::::::::,:::::.::::.:::::::.::::::::::::::::::::::::::::::::::::..:::::::::::::::...:..:................................................................................................................................................................................;:.;:.:,. Potential Funding Sources: 297 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. <:::;:>:.`:?::'::<:::>:<::»?»:>«::;:t�t�cr:ZQU�fi':<:»:::»:::::>::>`>::::> :j!;;:?;�.:i;i;::i:i:^yiif;;�;:i?ii:;:i;ii:;i;ii:;5';?i:;-`'.;:�?i:;:iiiii>i';;i:;�i;iii?iiti;:i;iiii;ii;iiii;';�:ii�'�;;�i::ii?:ii:.;i;;;;:�i;:?:;::::i;;i.[:;:':;'�:;':;:%i;?;i?zi;iiii;:ii:iiii;i':iii;iii[iii;iii!i;ii;i::tiiii;;tiii[iiii;iiiii[;ii;;i<fs>^;iii;;i`"iiii;i�iiii;;i;;?iiii;`;`;::ii:).:..:... . ... .:... ,... ..:�3',`�......... ��:.:::.. ' . ... .:,:: �.:.:::::.::::::..:: � .... . .... .. .:.... . .. :..... ...... .. .. ...:.... . . ....::. ......... . ....:.....:. � : :... .:. .:::r. .::...:... . .. ::.::. City of San Bernardino Master Facilities Plan Project Detail . _ Project Tide: Program: Project 7-E11 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-128 Project Description: Construct a 10'X 8' reinforced concrete channel storm drain in easement starting at Cable Creek just west of Cypress Avenue ending east of ' Myers Road near debris basin. Project administration, consisting of engineering,construction management and contract administration has been :_ : added at 30�0. Contingency is included at 15% of construction costs. Jus�ca6on/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the : amount of development which in turn decreases the amount of pervious(i�.e. dirt/tur�.surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have : runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : : flooded creeks, washes, gutters and drains. Reference Document: Project Tiavng: City of San Bernardino engineering staff projections that are The timing of the capital construction or a�quisition described herein, consistent with General Plan requirements was not included in[he scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,::.ZO10-1.1.:::. Toral:::.:. PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough al1 EXPENDITURES Build-out Years : Design/Inspection/Administration $0 $0 $0 $0 $574,600 $574,600 Lend Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,915,330 $1,915,330 Contingency $0 $0 $0 $0 $287,300 $287,300 >:: ;:;: EquipmendOther $0 $0 $0 $0 $0 $0 <: `: TOTAL COST - $0 $0 $0 $0 $2,777,230 $2,777,230 ,::,::::.:::::::::::::::::::::::.....,._........................................................._.......................................................:....:.::.:..:::.::::.:..:....:::::.::..:::_::::::::::::::::::.:::::::::::::::.::::.::::::.::.::::::::...::..:.. Potentisl Funding Sources: 29g Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San : Bernardino County Flood Control District. :::;:;::::::';C::::;:;::;:;:::5:;ii;i:ii;ii::ii;:i;ii;'iii;i:ii;::;::i;;:;::;;;i;ii;:E;:i:;::�<;:;i;G;;;;:�i:i5::;:::;;:;i;:i:i!;i?;ii;i?;iiiiii;iiiiiii[::�iii�::iii::;i:;;;::;;i:;ii;i`;i::;;?ii:i::i;iiii:iiiiii;iiii:iiii[i:;ii:::;:i;:;:`:i;ii;iii::;::;�<::iii;i::i;:::2`�;::�;;_:iii;::::::;i:;:i:i:i;::;::t;:;;;`°S;:i;;::::;:i::;:?iii;i[iii?;i;:;'.:.:; ::.;...>"<�'�`i;:ii:;iiiiii;iii:ii;iiiiiiii;`i �.�....:.:...:..:............:........::..:.::::::::.:::.:::::::::.::.::::.::::::::.:::.::.:::::::::::::.:::>::::::::::::.:::,.:::,::::,.:::::::.:::::::::::::::....::.:::::::::::::::::::::.:.::........::...::,.:.:.::::::::::::::::::::DCS�iiCtx,iOOf�.::.::::.:::.::::::. City of San Bernardino Master Facilities Plan Pro'ect Detail ` ; J � : , .. Project Tide: Program: Project 7-E12 Storm Drainage Collection System Suhmitting DeparUnent(s): Project No.: Engineering SD-129 Project Description: Construct a 63" storm drain in Myers Road ending at Cypress Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at IS% of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'udturfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ' quickly. Consequences of Not Completing Project: � : Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Documenl: Project Timing: City of San Bernardino engineering staff projections that are The tuning of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. _. _ ,...:.::.. . s: 2010-11 Total > PROPOSED 2006-07 2007-08 2008-09 2009-10 through elI EXPENDITURES Build-out Years Design/Inspection/Admiaistration $0 $0 $0 $0 $65,680 $65,680 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ; ConstrucGon $0 $0 $0 $0 $218,940 $218,940 ' Contingency $0 $0 $0 $0 $32,840 $32,840 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST _ $0 $0 $0 $0 $317,460 $317,460 ' Potential Funding Sources: Storm Drainage Development Impact Fees,General Fund recipts, inter-governmentai grants and possibly some support from the San • Bernardino County Flood Control District. _(Z. .:i�.i 2::ii;:�>.,[:::;;:;,:::;;:;:.::i:.;;i::;:;i:.:<::>ii>::r�;:�`'%�;t:';::::`i;;;.;:::i;.i`ii;:>ii:i:�iiii;i;3.:::;:::;<:>c::i:::':t::;i:;iiii:;'ii�;:ii:i:�;i1':::;::;:G;:i;:::i;::ii:;ii:;ii::;:iiii:i;i`::�;.':::Lf�.'��::;:.;::i;i<i::,.:n�. . �.�:�..:��. :..;.;;;::::%:;::::.:::: :. ��;: .. ::; I; .3:.:.:.::::.....:::::::.�::::;:::::.::...::::<..::::::..:.......:.....:......:........:.....................:::.:...:::::;:::::::..::.:::::::::::.:...:::.:,.::.:.........._................................::::::::::.:..:.:::::...:. ,.._.:. _. _...........................................::....:..:.....::.:::.:::::::::::::::.:::.:::::.:::.::::::::::::::::::::::::::::::::::::::.::.:,.:::::::::.::::::......::::::::::::::::.:.::::.::::::::::::::::::::::::::::::::.::::::::::i�r�apr.zoo6_ :. . .: ' ' ' City of San Bemardino ' ' ' Master Facilities Plan Project Detail ,.;;::: Project Tide: Program: .::. Project 7-E13 Storm Drainage Collection System Submi[ting Department(s): Project No.: Engineering SD-130 Project Description: This component is a 81"to 69" storm drain in Chestnut Avenue from south of Irvington to north of Grant Boundary. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30�. Contingency is included at 15% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. lus�cation/Requirement for Pro%ect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/turfl surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ::> default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 201Q-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-/0 through all EXPENDITURES Build-out Years Desiga/Inspection/Administration $0 $0 $0 $0 $198,970 $198,970 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $663,240 $663,240 Contingency $0 $0 $0 $0 $99,490 $99,490 ' EquipmendOther $0 $0 $0 $0 $0 $0 ` TOTAL COST _ $0 $0 $0 $0 $961,700 $961,700 ? ....................................................................................._.....:.:::::.:::::::::::::::::::::::::::::::::.::.::::::::::::.:. ::::::::::.::::::�::.;;;;;;;:«.;;;:;.;:.;;:.::;:;.;;:<.:;;:;;<.;;;;;;;:.;;:::>::»>: Potential Funding Sources: 3�� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San , Bernardino County Flood Control District. . . . �� :. �.:.�:.. ;:. . ..;::. .�. . ..;:?�i;:�:>�>`;::::;:;;>�:>.>:':;��::::�:.;;..;:::;�'::i::»>:;>>:>��.:�:�.>:�::>.:<:::�>:'::::<:::•:::�:':::::>:::;::;::::;:::::::::::::>::;::::;::;:::;;:i::;::�:"�;::;:':::::,::`>::>::::;«:>:::.::..;:::;:..;..::>>Y:.: . .��.�:<:: ,.:.(c2.::.::::::.:....::.:....:..:::::.:::.::...::::::::::::.:.::.............................................::::.:::::....::::::::::.:.:....::.....................:..:::::::.::.:::::::::.:::::::..::..:.......................:.........::: :.: .. .::::. .:........... _.................................:...:.:::...__...:.:..:::.::::::._:,::.:::::::::..::::::::::::::.:::::::::::.:::::::.:::..::::.:.:::::::::::::::::.::::::::::::::::.:::::..::......:..::..:::::::::::..::.:,.::::::::::::::Ocu►5et:�OOG::..::..:::::::::. . .....................................................::.::::::::::::::::::::.::::.:::..:::::•:::::::::::::::.::.::x::::::::::::;;;:;;;;::.;::.:;. City of San Bernardino Master Facilities Plan Project Detail Project TiUe: Program: Project 7-E14 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-131 Project Description: Construct a 10'X 6'6" TCC storm drain in easement south of corporate boundary to debris basin. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�0 of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either raof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and _:: ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. . Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all prOject costs :> default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .......... .. :::::.::.:::::..:..:::::.:..::::..:::::::::::::.:::::....:.:...: . .. . ...::.. . . .. ...:. .....: _:. � 2010-I1 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 through aU . EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $913,860 $913.860 Land Acquisition/Right of Wsy $0 $0 $0 $0 $0 $0 Construccion $0 $0 $0 $0 $3,046,200 $3,046,200 >: Contingency $0 $0 $0 $0 $456,930 $456,930 `: � EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $4,416,990 $4,416,990 Potential Funding Sources: 3�1 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ....:�.::.� ;:;::::i:�:::>.;::::;:::;:�::.�.�:.:�::��,.�".�.......:......;�::::;;::;::`::��::r:�:�:::>:�;:::;;::>::::::i:.::;::r:�::':�:':::'.::::::::::''.:::::i':;::```.`��`.;:�;:::�::::::;<::;..:.::::::::i:::::>::;�::`.:::::::,�:':�:;�;`:::'::::::[;:':�:`>`.:`:;>::::::::;:'::;:�:::::�::>::;::`:�:;�::;:::.:::::::::>:�::::;::;:::::<:;::::::::�>::r;:::;':::r;�::>�:;�.:>::.<::::..:::�::,..:�::::::::�:.:>;>�::; .. :�:�::............::...:...: .:.:::.... .. ..:.. ..:......:.. ..:::::::..::..::..:...::....:::.:.::::::::.::::......: : .:.. ::..�.:.:.�::::::...::.:.::.::.::.:::.::.:.:::c:.:::.....:.::..:::.::.::.::.>:.::.>;:.;:.;:::.::;.:::::�Ik.�!�?':.>...........>::::.>. : . \\ .. . . : ,: .. .. . .::�v :��.:.��.. :��.� : ..�. ::� .. . . :. :..... . ..... . .. : . � . ':: : . ;: :.: : � � �: :: ' ;:: . ':. "� �� ; ;; City of San Bernardino ; ; ;; Master Facilities Plan Project Detail ; ; _ ; Project Tide: Program: Project 7-E14A Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-132 Project Desctiption: Construct a 42" storm drain in easement of Grant boundary. Project administration, consisting of engineering, construction management and contract admu►istration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof�, asphalt or concrete parking lots/walkways a have ;:: runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ; quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Documen[: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. .;:.:::.;:.;::.;.;�.::.:.:..... :..:..:. . . .:..::.;.::..: ,.:::::. ' 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through al] EXPENDITURES Build-out Years Design/InspecUon/Administration $0 $0 $0 $0 $99,630 $99,630 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 : Construction $0 $0 $0 $0 $332,110 $332,110 Contingency $0 $0 $0 $0 $49,820 $49,820 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $481,560 $481,560 '::: .........................................................................................................................................................................................................................................................:<<;; ; Potentiel Funding Sources: 302 : Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' (aj <:. >: :.:.:.... ....:... .. . :..... ... ;:;... . . '; . ... .,; i�c�6et 2006:: .: .....:.> City of San Bernardino Master Facilities Plan Project Detail . Project Tide: Program: Project 7-E15 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-133 : Project Description: : Construct a 30" storm drain in Belmont Avenue from Olive Avenue to Kendall Drive. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials inciuding most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds ' parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs :> ' default to the"BuIld-out" column. All costs are at nominal at current ; 2006-07 dollar value. 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $141,120 $141,120 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $470,390 $470,390 ` Contingency $0 $0 $0 $0 $70,560 $70,560 ' EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $682,070 $682,070 Potential Funding Sources: 3�3 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � - ' �t >;:�::'.<:;:::>::::::>:::�:<::r.;:`>:<:;.�`.�: .::>;::�:�::;::::::»:.:::>;��::;;:;.:��>::>::::>::::::>::::>>::::::>::::::::::::;:«:::::>:'.:':;:>�:;�.� �'�: - � :��i:� ..:......�� :� �.�-� . �.:; .:: -. . , .:;!: '�: . ::: ;.:: :::` ...:.: �:�:.>:.::.::.>:.. ...::.....:::.:::.::.>:.::.>:.:.:::.>:.>:.>:.>�:.:::...,..::;::::.>�.s:.:::.>::•.;:.;:.;...>�:.:'�:.::::..:.>:.>:::.::�...::::::�.:. .:. . . . _ .... .... .... . . . ..;:�:.;:�.;.. ... �.�:�o::.:;:::..... �,. . . ..,:�.... �:�. � . ' .:::: Z�6;; City of San Bernardino Master Facilities Plan Project Detail _ .. .. ...:.............. ..g ::>;>:>;. ;;;; Project Tide: Pro rem: Project 7-E16 Storm Drainage Collection System Submitting Deper�ment(s): Project No.: ; Engineering SD-134 Project DescripGon: Construct a 36" storm drain in Irvington Avenue between Lyde Creek pipeline to Walnut Avenue. Project administration,consisting of engineering, construction management and contract admuustration has been added at 305'0. Contingency is included at IS% of construction costs. lustification/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the ' amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be deal[with safely and quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as roofrops, streets, curb, gutter&sidewalks,playgrounds parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,.. 2010-11 Total PROPOSED 2006-07 ZOa7-OS 2008-09 2009-IO through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $179,700 $179,700 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $599,000 $599,000 I Contingency $0 $0 $0 $0 $89,850 $89,850 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $868,550 $868,550 Pocentis(Fur,di„g svurces: 304 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibiy some support from the San Bernardino County Flood Control District. - � ; ,.:.�, ; � .. �:� �� .. :.: ..�: .��::...�........ ;',....;`::::'.:;;..,.:.>;�>�>:"::;i:>:<;��:.�.;>:::::�:.�,�:.::>::>";:::;:��::::.::>::::^`::»>:>. ....: �.::.: . �'::: . �.': . .>�. .�.��:.. �:..;� ;.. ,. _ ��.:r..,::::. ..:':'- '-.:::::. . ..:' :.:..- .:�...>::. . .:�..:'::: .:.:::: . ..... :: .......�..'^.:>r::::.r.::i�::::::':.`t::i:1:.' ... ..,:i :.�: 'i:i :_;': ','::: �CLi�7Qf Z�� -.�: :.. City of San Bernardino ' ` Master Facilities Plan Project Detail ' Project Tide: Ptogram: Project 7-E17 Storm Drainage Collection System Su6mitting Depar[ment(s): Project No.: Engineering SD-135 Project Description: This component is a 4'X 4' TCC storm drain in an easement north and south of Pine Street. Project admicustration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at IS% of construction costs. This component of the City's storm drainage collection system has been completed and is part of the City's existing inventory. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create signif`icant amounts of runoff that must be dealt with safely and ::: ; quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous speils of rain due to ::: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: : City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan iequirements was not included in the scope of this engagement. Thus all project costs < default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .....:..:.:..:.....:... . ..:.:.: ,...:...:::.:..:..::.....:. ...... ......... .::: _ :,, 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-l0 through all EXPENDITURES Buildrout Years ; Design/Inspection/Administration $0 $0 $0 $0 $308,400 $308,400 Land Acquis;tion/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,028,000 $1,028,000 Contingency $0 $0 $0 $0 $154,200 $154,200 EquipmendOther $0 $0 $0 $0 $0 $0 <: TOTAL COST $0 $0 $0 $0 $1,490,600 $1,490,600 >:: : Potential Funding Sources: 3�5 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County F1ood Control District. ' > ;:_- : >;><>:.,.,..,..;:: : ^:: :. c�:: °:> . �.> . �. > � ...> :�:: ::.7;>::;::c;:�::::::�: -� � ..:,:: �'-�:;'::.:i:::::::>:::>:::?�`.E":«:EEE.>:>>:.:.:°�:::">:;?'� � .�::>.. . .::';..... ��--' ��:: ..;�.....::�< ._....�,,.:.::,::�::::.:..�:::::::::::::::::�::..:�:::.�::::::�::::::.,:::::::::::::::::::.�.::::::::::::::::..�:::::::.:�:.�:::.:::::::::::.::...::::�::::;::;:�:::.,..,:._;:::::::...:.�::::::.:.�:::::::::::::::.:,:::::::.�:::::::::::.::::..�:�,::::::::�.. � , ' ' City of San Bernardino ` Master Facilities Plan Project Detail _ _ ::.......::.....:..;..;..g:.:..:::::.:.:.;:..::.:..:. ...:.;.::::.:..::. Projecl Tide: Pro ram: Project 7-E18 Storm Drainage Collection System Submitling Department(s): Project No.: Engineering SD-136 __........................................:..::::::::::::::.::::::::::::::::::::::::::::::::::.:::::::::::: :.::::::: Project Description: ' Construct a 6'X 4'6" TCC storm drain in easement north of Pennsylvania Avenue to debris basin. Project administration, consisting of engineering,construction management and contract administration has been added at 30`Yo. Contingency is included at 159'0 of construction costs. 1us�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water wfll increase in amounts proportionai to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff ccefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ; parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes,gutters and drains. ': Reference Dceument: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ': consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :: default to the "Build-o�Y' column. All costs are at nominal at current 2006-07 dollar value. ::.::.......: . . :. ,:: ... >: 2010-l1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through a11 EXPENDITURES Build-out Yesrs Design/Inspection/Administration $0 $0 $0 $0 $146,750 $146,750 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $489,160 $489,160 Contingency $0 $0 $0 $0 $73,370 $73,370 EquipmendO�her $0 $0 $0 $0 $0 $0 >:;::<: ; TOTAL COST $0 $0 $0 $0 $709,280 $709,280 .................................................:::::::::::::::::::•.:::::::::::::.:::::::::::::::.::::.;:;.;;;.;>;:.«::<<>: Potentisl Funding Sources: 3�6 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. • � iii:i°i''`�:��`:::::i;iiii:�iii;::�;;i';:.;:;:>::::::;.j;:;�...>:..:;.;?.:;;::,::,..'.:;;:;::;:::::;'".`.�.':<:;;iiii;ir:�::;;;::ii:;:::iiiiiii;i�`;.��:`::�;�.�.::'C;:;.�i�`��.i:;::;i:i:;i:>:;t:;.`�;::;iii`;:;iii;;:;::;::;::;:.r':i�:;i;::;.:>.::i.<:::::..�:;�: .;:>;�.. �. �. .:; ,� .�..�: �;�;i:i .`:.: :.;. �.:.:. ��:::.>n:.::'<: :..:::>: . ...::. .. .. ..:. . ::::::•:.:;:;;:;>:.>�.:'^::^::.'::..::::..:::::..:::.>:.:�:.:�>�:.:::::.>�.;::::::::.:.:c::.>::::::.::::�.::+:.:.:r:.>'.::..:.��:::::. �::.. .�.:::..:.::.>:::. :.::..... .:..:. ._. ..;:e . ........ ....... ............ .. ....:::......:.:........::..:::::...:::..;:.;'.>:.::.;>::.:'.:::::....::.>.::.r:.:: :_::.:i''..i.:'.: ':::::>::::. ::'.QCf.tl�Qf.�f?.'i::�i...._i.'....i::; City of San Bernardino Master Facilities Plan Project Detail _ Project Tide: Program: Project 7-E19 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-137 Project Description: Construct a 39" storm drain in Pennsylvania Avenue ending at Devil Canyon. Project administration, consisting of engineering, construction ' management and contract admirustration has been added at 30%. Contingency is included at 15% of construction costs. 1us�cation/Requiremen[for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks,washes, gutters and drains. . Reference Documen[: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, `: consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. __ : . _ . 2010-II Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all . EXPENDITURES Build-out Years � Design/Inspection/Administration $0 $0 $0 $0 $200,500 $200,500 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $668,320 $668,320 Contingency $0 $0 $0 $0 $100,250 $100,250 � ' EquipmendOUrer $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $969,070 $969,070 : Potential Funding Sources: 307 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' ;_ ;. �t?.:: . ..`:... .:. .....: .:..... >;```;;;::::;:. ::: i ;:;.:.;;..:.::::;i: <: '.:: '! ocsohcrs?006`: >::. ' City of San Bernardino� ; ` ;: Master Facilities Plan Project Detail . . . . .:.. . ..:. :; _ . Proiect Tide: Program: Project 7-E20 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-138 Project Description: Construct a 72" to 39" storm drain in easement to Cajon Boulevard to Kendall Drive. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is inciuded at 15% of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Pro ject: Potentiai flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timinbo: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ' default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $616,990 $616,990 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,056,630 $2,056,630 Contingency $0 $0 $0 $0 $308,490 $308,490 EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $2,982,110 $2,982,110 Potential Funding Sources: 308 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' : (�). :.. ....:: ' >.,:: ;: ` > .. ;>:: : Oetoaot ZOp,b:..: >::;.;;:::.;:::.. ..,,.,....:. ,..,,.. �.:;..... : ;:.;...::..:. `. , , , ,. ,:: ,:: .... � `: , ;. '�::� . ;:: ; City of San Bernardino Master Facilities Plan Project Detail _ _ Proiect Tide: Program: Project 7-E21 Storm Drainage Collection System Submitting Department(s): Proiect No.: Engineering SD-139 I Project Description: Construct a 8'X 7' TCC to 48" storm drain in easement adjacent to Institution Road through Cajon Boulevard. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. . ; lus�ca[ion/Requirement for Project: These improvemen[s are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb �'storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have � �runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not CompleGng Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, ' parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Buffd-out" column. All costs are at nominal at current 2006-07 dollar value. ........ ......... .......... . ................. .. .... ................. ....... .,::.,.. . .. ........:.::..:,.. , _:::: < Z010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspec�on/Administration $0 $0 $0 $0 $932,080 $932,080 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $3,106,920 $3,106,920 `: Contingency $0 $0 $0 $0 $466,040 $466,040 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $4,505,040 $4,505,040 > > Potentiel Funding Sources: 3�9 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' >;:; .:"::::>.:<:>:`::::»::>::::>>::»>:;:i:>::..' .i:;.:: :....... `i : .:.. ; >; ':. . -.'a �<��:...... :``'":::::;.':`::`::;::.;E:E:[:>`.:::>::[:;::::E:>:E;'.::E;:::::.``::.:;.:�:�)`��:".;•<:^.::E`:.�::�:::>:::`,:r........ :. ... .. . ...... .. ............................ �.. ... . � _�.)............_.................:............................................................................:..:::.....:.:::::::::::::::.:.::::.:..:::::::::::::::..................................................._.._..::.::.::::�?CLOhCI.:Z00G:::::::::.::::::::. ;;::::>::.>. >-:;. , ;. <:> :.::;:>;:::::.;.:::.>;:;::;;,;:.; > ..<;::,:.;.: City of San Bernardino Master Facilities Plan Project Detail ; ' ' ...... . :.........:.::......:.:.::.::.:..:.. Proiect Tide: Program: ' Project 7-E22 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-140 ': Project DescripGon: : Construct a 36" storm drain in Kendall Drive north of Devil Creek Diversion. Project administration, consisting of engineering, construction management and contract admuustration has been added at 30 40. Contingency is included at 15% of construction costs. lus�cation/Requirement for Projec[: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the� amount of development which in turn decreases the amount of pervious(i:e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered witli either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ::: quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. :: Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs ':'. default to the "Build-o�t" column. All costs are at nominal at current 2006-07 dollar value. ....... . .... ...::.. :::...:. _ ;.......:...::...._::.::;;;:;:; 2010-11 Tota1 PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $134,870 $134,870 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ' Construction $0 $0 $0 $0 $449,560 $449,560 Contingency $0 $0 $0 $0 $67,430 $67,430 : EquipmendOther $0 $0 $0 $0 $0 $0 ;:: TOTAL COST $0 $0 $0 $0 $651,860 $651,860 `: -:. Potentiel Funding Sources: 31� Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. • � �,`::�: .::::�.:`.'.:''. ..�:. �::):::::::>:>:>,;::,�..�..t:r:::;;::>::::::>.:.:..�;<:;.:<>�:::�:;<:'r:'".::.:':;�'?:>:::::::::;>��::::;:::::�:�>��:::'..,...<:;>.��..<r?y>::`::':>.>::;:.:.�,.:��.�:.;>;;:�;. ::>::. ;:i;�: .�;>�::. -.::: .:... ;> ... �.��.::.. . .....:'.:::::.:..:. � .:...:'..:'.:'.:'.>':.::. :.:.s:::..:::o->':. .....:.::.:::::.:r:.::.:' . .:,::':'�.;>::;:::�::.'�� . . . `.:::::�:....':[':v.:f'C�9t:::i.'.:.'�:C:'.;:.::'.' .. ::i:: �i:�:;�� OC�SCf �?::i .-.�:..-:;: Ci of San Be rnardino � _ :>:::::: ::;>:: . ; `' Master Facilities Plan Project Detail . ,.:,.. :::... ... .. . . . . : Proiect Tide: Program: Project 7-E23 Storm Drainage Collection System Subinitting Department(s): Project No.: : Engineering SD-141 ,:::::::::::::::.:.,.::,:::::::::. ': Project DescripGon: ' Construct a 75"to 54" storm drain in Bronson Street and Gray Street north of Devfl Creek Diversion. Projut administration, consisting of engineering, construction management and contract administration has been added at 30�'0. Contingency is included at 15�0 of construction costs. : lus�cation/Requirement for Proiect: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirtltur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ': runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterisls including most residential and business areas may occur as development continues to : increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally,emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projutions that are The timing of the capital construction or acquisition described herein, consistent with General Plan iequirements was not included in the scope of this engagement. Thus all project costs !: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. . ,. ;>:: 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through a(I EXPENDITURES Build-out Years � Design/Inspection/Administration $0 $0 $0 $0 $383,970 $383,970 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 : Construction $0 $0 $0 $0 $1,279,910 $1,279,910 �': Contingency $0 $0 $0 $0 $191,990 $191,990 EquipmendOther $0 $0 $0 $0 $0 $0 >::»:: ;;` ;:.;;.: ` ' TOTAL COST $0 $0 $0 $0 $1,855,870 $1,855,870 ;;;:;;;: .....................::::..::::.:::::::::::::::::::::::::::::::::. Potential Funding Sources: 311 Storm Drainage Development Impact Fees, General Fund recipts, inter-govemmental grants and possibly some support from the San Bernardino County Flood Control District. ' (a.i ::;::::>'.:::::[ ::..'':.';:??.>.'::::>:::>::>::::::>:::::':::::;::` ' ...?;::>:'.:;:;':::>::: ... ::;;«;'.::::<:::::>::'::::;::;:::: .: .:::'::::::::`.:::;:::;:":`�:::':;::::::::>.';:•;:<:>::;:...>::::. ;;:::>:;:.::.': '::;. >.:>. :. -;> .�..:::.::::.:.::.::.:.:::.::..:.::::::::::.:..:..::..:.:.::.:..............:.................._:.:::::::::::::::::,::.::.....................................::..::::::.:::..::.::.:...............................:......::......... _............... ...............:.:::..:....:..:.::.::::::::::.:::.::.::::.:::.:::.:::::::::::::::::::.:..:::::::::::::::.:::::.::,:::.::.�:::::::::::::::::::::::::::::::::::::,::::::::.::::.::::::::::::::..:::..C)ctohct.Z406::::._,:::.::::::. � City of San Bernardino Master Facilities Plan Project Detail ......;:.:..:.;:::..::>::::.:.:.;.;:::.:: ..:::.; .:.. ::.;:: <:::: :::: : > : _ g Projecl Tide: Pro ram: Project 7-E24 Storm Drainage Collection System Suhmitting Department(s): Project No.: ' Engineering SD-142 _>:>: ,::::;;:>:c::::::.;::<;:;:;:o:;:;;:<.:;;:<>;:>:x>:>:>:»>:<::::<»;:::<>:»s::::;:>::>:::<:i::> Project Description: � Construct a 63"to 39" storm drain in easement and Vermont Street between Cajon-Lytle Creek wash and 2nd Avenue. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. ': lust�cation/Requirement for Project: : These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'udtur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :::: quickly. Consequences ofNot Completing Project: Potentiel flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, cur6, gutter&sidewalks,playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to .. flooded creeks, washes, gutters and drains. Reference Document: Proiect Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement.Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. .... ..... .. ... .... :.. ...,:. 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through a!1 EXPENDITURES Build-out Years Design/Inspection/Administretion $0 $0 $0 $0 $556,610 $556,610 Land Acquisi[ion/Right of Way $p gp $� $� $� $O Construction $0 $0 $0 $0 $1,855,3�0 $1,855,350 Contingency $0 $0 $0 $0 $278,300 $278,300 > EquipmenUOfher $0 $0 $0 $0 $0 $0 ;: TOTAL COST $0 $0 $0 $0 $2,690,260 $2,690,260 .............................:.:::::::::::::::::::::::.::.:::,.;.;;;;:;;:.;;:<;.;.;:.;;;:.;::.;;;:.;:::::>:.;;:.::.:;:..,:;.;:.;;:<:;;;:.;;;:;<:>:<:;::;:.;:.;»;:.;::.;::>:::>:<::::: ..... .. ... Potential F�utding Sources: 312 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � . . _.-L` '',C:titt:C�'.":tit:?'':.::i;:[t[i.°.::i::ti:n..C'..LC .''..i.:;:::..,.:.[iv<':;..i..."::;:[i'''...i.:..>::::.'.:t[tiit::.`:::[:n:G,;:[;:t.`:.`.::t:i:.:.:r.'>�'^:.. ::'[ �. '._::::; `. '.::..: � .::^_:. �.�:.::; :.:.... ..:. .: .... .. .. ..:: .:.::.;;,.. . .:, ... . ....: ' �: ..:.:.. . ..: . �...:��,...;:..:�:.;:::''..>;>::::...:'.:::i:::':;'.::{.::C�>;::::;':'}':.::::`'.:':r'2:::::.::'[�::::.............. ::r:tiiC[:.:i:.'C:>:;i:::-::':>::>'.:::;;:. . ..,;. . : ��:::�:.. ............................:.:.:::..:::::.::::::::::>::.�:>::_:.�::::::;i[::;;i:>::.>;:.::»i:>::;i:;';.C::;::;�:::.::�;::;i:;:.;::,:os>:�>::>::>:>::�::::;6;;ii;i:i��>:.'�i.'L�QI^.:�f�i::x;:;:>::>i;:u:i:;;' ...........................................::::::::.:�:::::Y�.�::::.:�i::i::::.:ii::.::�i:.: City of San Bemardino ` Master Facilities Plan Project Detail < ; _ Project Tide: Program: Project 7-E25 Storm Drainage Collection System Suhmitting Department(s): Project No.: . Engineering SD-143 Project Description: , Construct a 75"to 42" storm drain in State Street and State College Parkway between Macy basin and into North Kendall Drive. Project admicustration, consisting of engineering,construction management and contract admuustration has been added at 30%. Contingency is included at 1590 of construction costs. lus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have ' runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff chat must be dealt with safely and quickly. Consequences of Not Comp/eting Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. . Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs :::: default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-1.�.:::.. Total::::::. PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough all . EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $805,660 $805,660 ': Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,685,540 $2,685,540 Contingency $0 $0 $0 $0 $402,830 $402,830 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $3,894,030 $3,894,030 Potential Funding Sources: 313 Storm Drainage Development Impact Fees, General Fund ruipts, inter-governmental grants and possibly some support from the San Bernazdino County Flood Control District. '. >:::>::<:::<:;:>:>::»<>:<::<::::>::>:Ocrbtier?:ZUOG::>::>:<:»:>:::>:.:::>::: :<.:::;;:i«`�t�?::i'i�<:i;<o:;:iiii�ii<�:iii;iiiii;iiii;iiiYi:ii:ii;;iiiii;iiii;:i;ii?<ii<iiii::iii;iiii;ii;iii;[i;iii;iii;i;iiii;i;;iii;i';ii;;iii;iizii:i%:iiii;i�;;iiiii:iii;i?;iiiii>i:;[i;;i�;;ii;i;iii;;ii;<?:i';iiiii;iiii;iiii;i:;iii:;:`'4ii;:i;;ii';i;ii;;ii;iiiiiiii;iii;iiiii:'i:i;iii;;ii;:::;i.':.::<:ii;<.i"i��ii;..... :... ...... .:.:.. x . ...�:�: ..... .... .:::.....::::... ... ..... ' :.::.:..: ..:::.:::...... .... :::�.::...: : ........:...:::::.::::.::::......:::::::..:�::.:::::.:.. ::.:... :..::.:.....::.:..:.:.....::. .. . .., .:....:.: .::.. ..::.,.,::. City of San Bernardino Master Facilities Flan Project Detail Project Tide: Program: ` Project 7-E26A Storm Drainage Collection System ;; Submitting Department(s): Project No.: Engineering SD-144 Project DescripGon: Construct a 36" storm drain in College Avenue west of State College Parkway. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Con[ingency is includcd at 15% of construction costs. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues[o increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, ' parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ; consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. ...... ..::::::.:::. ........... . .....................:................. ........ ....... . ,: , � 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through al] EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $91,960 $91,960 Land Acquisition/R�ght of Way $0 $0 $0 $0 $0 $0 '` Construction $0 $0 $0 $0 $306,520 $306,520 < Contingency $0 $0 $0 $0 $45,980 $45,980 EquipmendOther $0 $0 $0 $0 $0 $0 ': s TOTAL COST $0 $0 $0 $0 $444,460 $444,460 Potentia(Funding Sources: 314 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San > Bernardino County Flood Control District. �. ;, '.. ; :r ;;.::: - .�o :;��:. �� :..: -... .-:�:i ��:��::: �. .�.. ��. ..' .- - .:: : -�.:i:i:��'' ;` .."::°':'::''`�.�ri':i�?E;i'':;o-:;;>:iiii:�:::::::.;.:;:i;..... �,ii .. .:i ........ ... .. .::.::�:�::::::.:::.:::,:.::::::::::.:::::::::.:::.::::::::::.:.....,.:.:::::::::.::..:::.......:.....::.......::..:::::.:.:..:._::.::::::::::::::.:::.::::::::::::::.....................................................................:::OCtahet:Z006.::.....:.::::::::.: � :�.:�: � .:..iii!ii:':.:�.:: .��..:::.�.�� ...�..... .: .: ' ..::�:.�..:-: �' � ....,, :•;;C::, ••. . .: . :�....� �..y.. . ..... ..::::. '. ':ii::::.. ',; '\"„`�.�ii.�'.."�'iiii:i::v� ...::. .. �..` } .; '.'.. . � ..;;..:��. .. ��. �:� .�.�..:...'.,�.; . �:�::::.....v:.:.�. . .. .::v. '•• :..::: . . '. . . . ..' ..... . ; -' :: - ... ':�::i .:.. .. . .. � . ;: . :. :: < , City of San Bernardino > ! Master Facilities Plan Project Detail __ _ Project TiUe: Program: Project 7-E26B Storm Drainage Collection System Submitting Depart�ent(s): Pro ject No.: Engineering SD-145 Project Description: Construct a 42" storm drain off of State College Parkway. Project admuustration, consisting of engineering, construction management and contract admuustration has been added at 30�0. Contingency is included at 15�0 of construction costs. 1us�cation/Requirement for Project: ;: ;These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the 'amount of development which in turn decreases the amount of pervious(i.e. dirtJtur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences ofNot Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, � parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to >: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all pzoject costs :::: deFault to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. <:;:;:.: .:. �..::::;:::>: :......:. : .::::::.:::.:.. :... . :.... ;.. .....::.... .:....:.: ..: ....::..:. :..::.. >::.:...::. :..:: ..:... ;.. . . . ;, 2010-11 Tota! PROPOSED 2006-07 2007-08 2008-09 2009-10 through a11 EXPENDITURES Build-out Years Design/Inspection/Adaunistration $0 $0 $0 $0 $18,950 $18,950 : Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $63,150 $63,150 Contingency $0 $0 $0 $0 $9,470 $9,470 EquipmendOther $0 $0 $0 $0 $0 $0 ':::: TOTAL COST $0 $0 $0 $0 $91,570 $91,570 ':: > Potentia!Funding Sources: 315 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from[he San Bernardino County Flood Control District. ' �r3 ,i. ...:. : - <..,,..: . < ... ....... . ,; _: . , :..' ;... . ::. Octoher 2006:..... ....:..::: City of San Bernardino _ , Master Facilities Plan Project Detail ' ` _ Project Tide: Program: Project 7-E26C Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-146 Project Description: Construct a 30" storm drain west of State College Parkway south of the Barstow Freeway. Project administration,consisting of engineering, construction management and contract administration has been added at 309'0. Contingency is included at 15 qo of construction costs. `. Jus�cation/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i,e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detsched dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Conseyuences of Not Completing Pro ject: Potential flooding of major and suondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous speils of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus ail project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $11,640 $11,640 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $38,800 $38,800 Contingency $0 $0 $0 $0 $5,820 $5,820 ' EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $56,260 $56,260 ?> Potentiel Funding Sources: 31( Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San `: Bernardino County Flood Control District. ' `iii�;ii:<:�t`ii:iiiiii;iii>i;;ii;i;iiiii[i;iiiii;i;ii;i�iit:::;ii;ii'::::>::�ii'::��i;i::iii;i>:i>�;i:�i:ii:�'i';:ii�;">:;`?:i;i';:�:>i;i:;�ii:>iiii::iii;iiii;:::;i;:?i;�i;i?::i;ii;ii<i;iiii;iiii;;iiii;iiiiiiii:;�:;;:2i2;;iii;iiii:;iiiiii;:iiii;ii.;i;i;ii[f?i�:;i;%i;i2i;ii;iiii;ii;:i;i;ii<i;;ii;iiii;ii;<:iiiF>;:iiii;iifi:;iiiiii;i;iii;i;;i;:iii::i:i::;;�::::::i:�_i;..i';:::;;:.:>.`::i:i;::;iiE:2iii;:;i;iiii:ii> ..._...�.�......................................._.........................................._.......:....:......:..............................:........................:::,:::::.:;:::::::.�::.�:.�,.:�::,:.:�:::::.�::::::::::::::::::�:::::.�:�pkYhOL<:ZOO6.:::::::::::.;..:. City of San Bernardino ` ' Master Facilities Plan Project Detail ;: _ .. ;:.;: ;.;::... . _ ; Proiect Tide: Program: Project 7-E27 Storm Drainage Collection System SubmiKing Department(s): Pro ject No.: Engineering SD-147 Project Description: � Construct a 90"to 63" storm drain in Duffy Street between Ogden Street and joining with Topeka. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. Jus�cation/Requiremen[for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached <: dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. ' However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ' quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, � parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All costs are at nominal at current _ i> 2006-07 dollar value. ;; ;: 2010-11 Tota/ PROPOSED 2006-07 2007-08 2008-09 2009-10 through a!I EXPENDITURES Build-out Years Design/Inspection/Adaunistration $0 $0 $0 $0 $547,070 $547,070 I,and Acquisition/Right oI Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,823,550 $1,823,550 < Concingency $0 $0 $0 $0 $273,530 $273,530 >:. EquipmendOther $0 $0 $0 $0 $0 $0 <::>::;: ;> ,... TOTAL COST $0 $0 $0 $0 $2,644,150 $2,644,150 ;: - Potential Funding Sources: 317 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' .. c�...5�:;:`ii�'::i;";:;:;'.`?::...�;::;':[:::';:i[`:'t::.�:i.:i::'i;r�.:;;.>;::i:i;;i:;::i'::::�:;;:i;i;::`i'i'``.:>;i;:;:i i:i^;i[:>::i;::;;ii:;;;.;::'::;?:�;i;t:;',;::;::~::r:;iiii;:ii;i'%:>:i;:::�`;:i`;"::::t:ii:;:>.�::;:,:::;:::'�;:�:>:::..;.�.:�..�:��...�::i:;i';i;::::;::;:;:>.::..: - � :� ::,:. -:.::;:.........::.:.:� ........�.�.._:::::.:�.�:::::::::.:::::::::::::::::::.:::.::.::.......................................:.....::::::::::::::::::.�:::...................................:.:.::::::;::::::::::::................................:::::::::::._::::::::. ..... ............._..... ........_.............................................,.._.:..:.:..::::.::::,:::.�:::.:::::,,:::,:::.::.::::::::::::::::::::.:::::.;.:::o>:.::z.::;:::::>:;>�::::<:::::::::::.::::::::,.::::::::::;»;>:>:.:>:.>:-:r.:.>::::.�::::::.:::::::::::::::::::::::�CD.;Z��:::.;;�:.::.;::::.::::. � ; ; > ' City of San Bernardino ; ; ! Master Facilities Plan Project Detail _ ::>::>::::; : ...:g::..;:.:>:... .... . :..:.:.:..:. _ > > ' Project TiUe: Pro ram: Project 7-E28 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-148 ....:.::::::::.::::::::::::.::::.::.:::.:::::>::::.;:.:.;:.;:.;;:.;:.;;:.;;:.;;:.;:;.;:.;:.;;;:.>:.;:<.;:.;:;.;:»::»::> : Project DescripGon: Construct a 25'X 7'to 90" storm drain in Lytle Creek wash-easement along to Duffy Street between Lyde Creek wash and north of Ogden Street. Project admuustration, consisting of engineering, construction management and contract administration has been added at 30%. � Contingency is included at 15% of construction costs. lustificaUon/Requirement for Project: These improvements are needed to provide efficient and tunely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrisl pioperties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and ; quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to > flooded creeks, washes, gutters and drains. Reference Document: Project Tiavng: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs .. default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-I1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administralion $0 $0 $0 $0 $1,673,460 $1,673,460 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $5,578,190 $5,578,190 i: Contingency $0 $0 $0 $0 $836,�30 $836,730 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 �$0 $8,088,380 $8,088,380 ..::.....:::..::::::.:::.:::.:.:.:.:.;::::.:..::.::. :... ,;: Potential Funding Sources: 31 g Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Fiood Control District. ' (t .;`:::>:::::.:.:::::;::>::::�::::::>:::....::..::::::::::::::.:::.:::::',::::>::..::<::>;:;::...'::.>::>::>:;::;;::;::.;;:;::::':::::>::::::::::::;:::::::>:<::;:>::::>:.:.;.>:::»:.>:.:;::;:::>::::;:::>:.::.::.:.:;:.-.:;;:.:.::;:::::.:::::;;::.:.:.:.;..;..:::..:.;:....::.. .. :.;>:.>::...::.:::.;:;... >:. .3.::,:::::.. ......................................:.::.:::::::........................:..:.:.:..::::..........................:..:...::.:::........................::::::...........:.....:.:..:.....:...::::::................:..::...:......:::...:.:..:.::.::..::.:::: ....................:..::.:::::::::::.::::::::::::::.�:::::::.::::::::::::;:.;;;:.;:.;:.;:.;;:<.;:.;:.;;:.;:;,.:.;;:.:;�;;:.;;:.>::>::>:<z<:::>::>::>::>:<:>::>::>::>:<::�:>;::;::>:>:>:<;::::>::::»s<::>::::>::::>:::<::::;:::>::::>?>:::>::>::>;::>><>:;>:::>::>;:>:::;:<:::::::::::>:::<:<>:»z::>::>s»::>::>::::>::::»::Uctn�let��; � �:>::>::::::<::;<::>:::;::>: ...........:.......................:..::.�::::::.::::::::::::::::::.:.�:r...L,.....�E�l........::.::<.:.::�.::.;::.;:;:� City of San Bemardino ` Master Facilities Plan Project Detail ; _ _ _. Project Tide: Program: Project 7-E29 Storm Drainage Collection System ;::;::::: Submitting Deparfinent(s): Proiect No.: : Engineering SD-149 �: Project Description: Construct a 30'X 6'6"TCC to 6' X 5' TCC storm drain in an easement from Lyfle Creek to west of the Devore Freeway. Project administration, consisting of engineering, construction management and contract admirustration has been added at 30%. Contingency is included at 15% of construction cos.s. 1us�caUon/Requirement for Project: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810 However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as roofrops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. , Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ,..:... ... : : ;. . 2010-1/ Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all . . EXPENDITURES Build-out Years : Design/Inspection/Admiriistration $0 $0 $0 $0 $3,561,740 $3,561,740 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 '. Construction $0 $0 $0 $0 $11,872,480 $11,872,480 Contingency $0 $0 $0 $0 $1,780,870 $1,780,870 EquipmendOther $0 $0 $0 $0 $0 $0 <: TOTAL COST $0 $0 $0 $0 $17,215,090 $17,215,090 » Potential Funding Sources: 319 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' _(c J <.. :;::`?;::'.;::i;.;::;,.::;::;:::;r:;:;::::::'':';.;:;:<`'"'';:';':':�.>:::::::.:.:::::>:::::>:::>:;: ;... :::..:;..�>:;>:;;:?>>':.;.i ::i<i;;::::;::'.;:>:;::::'::::;::;::::::>:::>;:'::::>;::::`;.>;:.::;:,:: : ' < .�................:.:.:..:::.:._.....:..........................:...........:..:.:...:..............................._..........::_::.....::..:,::.::::::::.....:....:::.:::::::::::::::::::::::.:.::::::::::::.::::::.::::::::::::::::DCtvhct.2f10�_................. .....................................::::.:..::x:::::::.::::,:.::::::::::: City of San Bernardino ; ` ' ' Master Facilities Plan Pro'ect Detail J � _ Project Tide: Program: Project 7-E30 Storm Drainage Collection System ;: Su6mitting Department(s): Project No.: Engineering SD-150 Project Descrip�on: Construct a 6'X 5' TCC to 10' X 5'6" TCC storm drain in an easement from Sycamore Station to east of the Devore Freeway. Project admuustration,consisting of engineering, construction management and contract admirustration has been added at 30`70. Contingency is included at 15`Yo of construction costs. ,,;:: Jus�cation/Requirement for Project: These improvements are neecied to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the > amount of development which in turn decreases the amount of pervious(i.e. dirt/tur� surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have � runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre,have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to > flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs >: default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ::::. ...........:.:....:..::.:...:...... ,..::.:..... .:::. ,: � 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $304,580 $304,580 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,015,250 $1,015,250 Contingency $0 $0 $0 $0 $152,290 $152,290 EquipmendOther $0 $0 $0 $0 $0 $0 < TOTAL COST $0 $0 $0 $0 $1,472,120 $1,472,120 ;: PotenUal Funding Sources: 32Q Storm Drainage Development Impact Fees, Generel Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Gontrol District. ' > <:s.'., 'E:::>[:;:::>'::; :E::::'.:.:;.:;::;> ,". ' 2006;. ��>'i ..: ...: .: ... i: ;....:..:.. .....-. .:. >.::..... . :.:. ....... ,...:...: ;;:.. ..�. .-:.: ;;.:;;, :;:.;.;.: : , ; ;,::. .:;.:.;:::>�:. ; ; ::....: .:;:>;>::::>::; .: . ;� _..._ -:.. * ; ; < ; ; ; , ' ; City of San Bernardino Master Facilities Plan Project Detail ::: Project Title: Program: Project 7-E31 Storm Drainage Collection System Su6mitting Department(s): Project No.: Engineering SD-151 Project Description: Construct a 6'X 4' TCC to 10' X 6' TCC storm drain in an easement from east of Devore Freeway to north of the Lyde Creek wash. Project admuustration,consisting of engineering, construction management and contract admu►istration has been added at 304'0. Contingency is included at 15�0 of construction costs. � 1us�cation/Requirement for Project: These unprovements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the jamount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have �runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached ':: dwellings,at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: ; quickly. Consequences of Not Completing Proiect: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks,playgrounds, � parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to ' : flooded creeks, washes, gutters and drains. � Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. :.:.::.::.::.::..:.:.:. .: ....::::... ,:::.;::.;:.;:.;:.....:.;:.;::. ... 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 rhrough a/l EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $97,620 $97,620 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $325,410 $325,410 ; � Contingency $0 $0 $0 $0 $48,810 $48,810 ' EquipmendOther $0 $0 $0 $0 $0 $0 `: TOTAL COST $0 $0 $0 $0 $471,840 $471,840 Potentia!Funding Sources: 321 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. � ; , (c�: : <::: ..' .<. ;..... . :; < ;: Ocfb6er 200�G> ':: ' ` City of San Bernardino ` ' ' ; , Master Facilihes Plan Project Detail > - _ _ Project Title: Program: ': Project 7-E32 Storm Drainage Collection System Submitting Department(s): Proiect No.: : Engineering SD-152 Project Description: Construct a 4'X 4' TCC to 4' X 3' TCC storm drain in an easement south of Glen Helen Rehabilitation Facility. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lus�cation/Requiremenl for Projecf: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases ihe amount of pervious(i;e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered wit}i either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residentiallbusiness development will create significant amounts of runoff that must be dealt with safely and : quickly. Consequences of Not Completing Project: Potentisl flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to :: flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs : default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. ;:......... ;::::.;..: ...: 2010-I! Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through sll EXPENDITURES Build-out Years Design/Inspection/Administrstion $0 $0 $0 $0 $127,140 $127,140 : LSnd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 � Construction $0 $0 $0 $0 $423,810 $423,810 ; » Contingency $0 $0 $0 $0 $63,570 $63,570 `' EquipmendOther $0 $0 $0 $0 $0 $0 '' TOTAL COST $0 $0 $0 $0 $614,520 $614,520 `:` Potential Funding Sources: 322 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control DistricL � , ^:.:...::.::::.:::.::OctchEt Z006::>.'?.''.;::':::;::::. .....:..c:::......:,::..:.:i.:'::`>;i:.;':E:"<;�:.;:�.:.':`:'i;�'`).`':.`'r:'':;'{::'r;:�:=.;i::;>:i'::.;.i:;:i:::::;..:.;�;ii:i.::::.��::;:�:i::;>:�;?>;::1`:`:;:;`iiii;'r:::i:i;:ii;ii;:.?:'::::[;::iiii:;ii`:'::i:i:�ii:s'�`[`:::i�;".�:::::`;i;:. ................................ . ..... ..�.�........_.....:::................_...........__............:..........................................:......................... ...........:.......:...:......::.:........................................................................_....x......_...._......._..... City of San Bernardino Master Facilities Plan Project Detail ;::: _ _ .. ,:, ..:.:..: .::::.;.:,.::::..:::::.;::..;::.:.....:::::.:. . Project Tide: Program: Project 7-E33 Storm Drainage Collection System Submitting Department(s): Project No.: ! Enguteering SD-153 ;:: ::. ' Project Description: � Construct an 8'X 5'TCC storm drain in an easement east of the Devore Freeway west of Devore Road. Project administration,consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15�0 of construction costs. Jus�cation/Requirement for Projecf: These improvements are needed to provide efficient and timely storm water removal. Storm water will increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. dirt/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However,the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and quickly. Consequences of Not Completing Project: . Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots,etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to : flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ' consistent with General Plan tequirements was not included in the scope of this engagement. Thus all project costs .. default to the"Build-out" column. All costs are at nominal at current 2006-07 dollar value. .::.:.:::: :.:...:. 2010-1I Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through alI EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $205,990 $205,990 Lsnd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ;>. ConsUuction $0 $0 $0 $0 $686,630 $686,630 >. Contingency $0 $0 $0 $0 $102,990 $102,990 EquipmendOther $0 $0 $0 $0 $0 $0 ,;:;; »»:;; " TOTAL COST $0 $0 $0 $0 $995,610 $995,610 ;;;:;';:: ............................... ..::;:;.::.: Potential Funding Sources: 323 Storm Drainage Development Impact Fees,General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' (e.. - >::>::<:':;`:::>:>:>;»::�;.:'<:<:.>::";.;;;<:;''.::...;:>::>::>::»>::>::>`>»'<:.::>::;;...:::::';:;': :.::>.»;::::;::::;<.;::<:>::>:>::»;:>:>:::::::;;>:>::.;:.:::.:.''•:::. ;..>::::;:.>::::: ' .:i .. <:>: '.:; .3........::.::.:..::..:.:.:....::::::::::::,::.::::::::::::::.�::::::::.:................:........:.:...:.:.::.::::;:::.:::::::::.:::::::..........................:::::.:.......::.::::::::::...::::::.::::::::::..:......._.:.:.:::. ;:::. .......... ...............................::.::::::::.::::::::::.::.:::.:::.::.::::::.:.:::.:::>.::::;::.;•::::::::::::::::::::.::::::::::::::::::::::::::::.:::::::::.:::::::::::;:.,.::;:::.:::::::::Octoher.7AO6.:::..:.:;;.::::::. ___ City of San Bemardino Master Facilities Plan Project Detail :;: Project Tide: Program: Project 7-E34 Storm Drainage Collection System Suhmitting Department(s): Project No.: Engineering SD-154 Project Description: Construct a 12'X 6' TCC storm drain in an easement from the Devore Freeway to Devore Road. Project admu►istration, consisting of engineering, construction management and contract admuustration has been added at 30%. Contingency is included at 15% of construction costs. ; Jus�cation/Requirement for Project: ' These improvements are needed to provide efficient and timely storm water removai. Storm water wIll increase in amounts proportional to the amount of development which in turn decreases the amount of pervious(i.e. d'ut/tur�surface reducing the capability of the ground to absorb storm water. Industrial properties tend to have the most net parcel covered with either roof, asphalt or concrete parking lots/walkways a have runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached dwellings, at a density of 4-5 units to the net acre, have a run-off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and :: quickly. Consequences of Not Compleling Project: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to increase the City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds, parking lots, etc.). Additionally, emergency vehicle response may be hampered during and after short bursts or continuous spells of rain due to flooded creeks, washes, gutters and drains. Reference Document: Project Timing: City of San Bernardino engineering staff projections that are The timing of the capital construction or acquisition described herein, ; consistent with General Plan requirements was not included in the scope of this engagement. Thus all project costs ' ,. _.-; default to the"Build-out" column. All costs are at nominal at current > 2006-07 dollar value. ,: ;.:, 2010-II Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $296,790 $296,790 ' Lsnd Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ; Construction $0 $0 $0 $0 $989,300 $989,300 Contingency $0 $0 $0 $0 $148,400 $148,400 ` EquipmendOther $0 $0 $0 $0 $0 $0 ' TOTAL COST $0 $0 $0 $0 $1,434,490 $1,434,490 Pocenr;al Fur,d;ng sour�es: 324 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' � Z:::' �. 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