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HomeMy WebLinkAbout11-City Manager i ORIGINAL CITY OF SAN BERNARDINO — REQUEST FOR COUNCIL ACTION From: Fred Wilson, City Manager Subject: Public hearing to consider adjusting the current storm drain Dept: City Manager's Office development impact fees. Date: December 14, 2006 M/CC Meeting Date: 1-8-2007 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. December 4, 2006 - Mayor and Common Council set public hearing for January 8th, 2007 at 4:30 p.m. Recommended Motion: That the hearing be closed, and that said ordinance be laid over for adoption. 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: Agenda Item No. STAFF REPORT Subiect: 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 is strained by new development. At that time, the Mayor and Common Council 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. Attachments were previously distributed in the agenda materials for the December 4th meeting, including: Attachment A -Development Impact Fee Calculation and Nexus Report and Master Facilities Plan for the Storm Drainage System for the City of San Bernardino (Nexus Report). Attachment B— Storm Drain Fee Comparison for Eight Typical Projects Attachment C - Storm Drain Comparison City Survey Attachment D—Impact Fee Comparison for Inland Empire Cities The Nexus Report provides the basis for 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 fees recommended by the consultant are found in Schedule 10.4, on page 131 of the Nexus Report. The report recommends that Commercial Lodging and t Commercial/Office be considered as separate land uses. However, engineering staff believes t that it will be more equitable to charge Commercial Lodging at the Commercial/Office rate, based on square footage of floor area rather than on a per unit basis. The proposed fee resolution(attached) reflects staff recommendations. Following the closing of the public hearing, and the first reading of the ordinance, the next step will be a second reading of the ordinance and the adoption of the resolution (attached for reference, to be considered on January 22, 2007). The newly adopted fees would then become effective 60 days after that date. 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 $600,000 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 hearing be closed, and that said ordinance be laid over for adoption. 1 copy 2 ORDINANCE NO. 3 ORDINANCE OF THE CITY OF SAN BERNARDINO ADDING CHAPTER 4 3.27.105 TO THE SAN BERNARDINO MUNICIPAL CODE TO ESTABLISH A STORM DRAIN DEVELOPMENT IMPACT FEE, AND AMENDING CHAPTERS 5 3.27.020 AND 3.27.110 OF THE SAN BERNARDINO MUNICIPAL CODE. 6 THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 7 BERNARDINO DO ORDAIN AS FOLLOWS: 8 SECTION 1. Chapter 3.27.105 is added to the San Bernardino Municipal Code to read as follows: 9 10 3.27.105 Storm Drain Development Impact Fee - findings. The Mavor and Common Council find as follows: 11 " (A) The development of residential and other property in the affected territory will 12 generate the need for additional storm drainage structures and improvements to handle runoff from surface and storm waters. As a result, the addition of storm drainage facilities will be 13 needed to maintain the current level of service. 14 (B) Pursuant to Article 11, § 7 of the California Constitution, the city is empowered to 15 enact measures that protect the health, safety, and welfare of its citizens. 16 (C) The provision of storm drainage facilities is identified in the Storm Drainage Facilities section of the Master Facility Plan and is necessary to provide adequate storm 17 drainage facilities within the city. 18 (D) The development impact fee report describes in detail the additional storm drainage 19 facilities needed for the affected territory and estimates of the costs for those facilities. 20 (E) The entire affected territory will derive benefit from the storm drainage facilities 21 and should be assessed per the provisions of this chapter and pay a fair share of the cost thereof based on the benefit derived therefrom. 22 (F) After consideration of the development impact fee report and the addendum thereto 23 and testimony at this public hearing, the Mayor and Common Council hereby approves the development impact fee report and the addendum thereto, and based thereon finds that new 24 residential and other development in the affected territory will create storm drainage impacts 25 `'Which the installation of storm drainage facilities funded by this chapter will offset. 26 27 28 /// ORDINANCE OF THE CITY OF SAN BE PALO OD TO ESTABLISH AR 1 3.27.105 TO THE SAN BERNARDINO MUNICIPAL STORM DRAIN DEVELOPMENT IMPACT FEE, AND CODE. 2 3.27.020 AND 3.27.110 OF THE SAN BERNARDIN 3 (G) The May or and Common Council also find that the costs of the storm drainage 4 facilities funded by this chapter are apportioned relative te anticipated and that the fe scare fairly by residential and other development within the affected 5 apportioned on individual dwelling units and/or commercial/industrial square footage, throughout the affected territory on the basis of benefits n erred esdcon property the p oposed r 6 residential and other development and the need for such fa 7 development. g (H) The facts and evidence establish that there is bso �reasonable development on need for the described public facilities and the needs created y 9 which the fee will be imposed, and that there is a reasonable relationship between the fee's use and the types of development for which the fee is charg report is reason the able relationship is 10 described in more detail in the development fee imp 11 (1) The Mayor and Common Council also d�illdnotthat exceed the relasonabl}set estimated h in the 12 development impact fee report are reasonable an total of these costs. 13 (J) The storm drain development impae fee mounhereby f uch fpe shall be set by resolution 14 commercial and industrial development, and th 15 of the Mayor and Common Council. 16 SECTION 2. Chapter 3.27.020 of the San Bernardino Municipal Code is amended to read as follows: 17 (B) "Commercial/retail/office or industrial/manufacturing development project" means the 18 construction of new or additional gross square footage of building area for commercial 19 (including lodging, schools, religious facilities, hospitals, etc.), retail,office, industrial or manufacturing purposes. 20 21 SECTION 3. Chapter 3.27.110 of the San Bernardino Municipal Code is amended to read as follows: 22 3.27.110 Accounting and disbursement of fees. 23 (A) Each of the fees paid pursuant to this chapter shall be placed in a separate fund. each of 24 which may be further segregated by specific projects. These funds shall be known, respectively as: 25 (1) The Law Enforcement Development Fee Fund; 26 (2) The Fire Protection Development Fee Fund; 27 (3) The Local Circulations System Development Fee Fund; 28 2 ORDINANCE OF THE CITY OF SAN BERNARDINO ADDING CHAPTER 1 3.27.105 TO THE SAN BERNARDINO MUNICIPAL CODE TO ESTABLISH A STORM DRAIN DEVELOPMENT IMPACT FEE, AND AMENDING CHAPTERS 2 3.27.020 AND 3.27.110 OF THE SAN BERNARDINO MUNICIPAL CODE. (4) The Regional Circulation System Development Fee Fund; 3 (5) The Quimby Act Parkland and Open Space Acquisition and Park Improvement 4 Development Fee Fund; 5 (6) The AB 1600 Parkland and Open Space Acquisition and Park Improvement 6 Development Fee Fund (7) The Library Facilities and Collection Development Fee Fund 7 Facilities Development Fee Fund; (8) The Public Meeting Facil s p , 8 9 (9) The Aquatics Center Facilities Development Fee Fund. 10 (10) The Storm Drainage Impact Fee Fund. (B) These funds, and interest earned thereon, shall be expended solely for construction 11 and/or acquisition of the corresponding public facilities as shown in the Master Facility Plan, or 12 for reimbursement for construction and/or acquisition of those public facilities. 13 14 (W 15 16 17 18 19 20 21 22 23 24 25 26 27 W 28 3 ORDINANCE OF THE CITY OF SAN BERNARDINO ADDING CHAPTER 1 3.27.105 TO THE SAN BERNARDINO MUNICIPAL CODE TO ESTABLISH A STORM DRAIN DEVELOPMENT IMPACT FEE, AND NME PAL G CHAPTERS 2 3.27.020 AND 3.27.110 OF THE SAN BERNARDINO MU 3 I HEREBY CERTIFY that the foregoing Ordinance was duly adopted by the Mayor 4 and Common Council of the City of San Bernardino at a meeting thereof, held on the 5 day of 2007, by the following vote, to wit: 6 7 Council Members: AYES NAYS ABSTAIN ABSENT 8 ESTRADA 9 BAXTER 10 BRINKER 11 12 DERRY 13 KELLEY 14 JOHNSON 15 MC CAMMACK 16 17 City Clerk 18 The foregoing ordinance is hereby approved this day of 19 2007. 20 21 Patrick J. Morris, Mayor 22 City of San Bernardino 23 Approved as to form: 24 JAMES F. PENMAN 25 City Attorney By: 26 27 v 28 4 mow 1 RESOLUTION NO. 2 3 RESOLUTION OF THE MAYOR THE AMOUNT T COUNCIL OF THE CITY DRAIN OF SAN BERNARDINO SETTIN 4 DEVELOPMENT IMPACT FEES, AND REPEALING RESOLUTION 93-381 5 WHEREAS,Revenue and Cost Specialist has completed the "Master F . ties Plan for 6 the Storm Drainage System for the City of San Bernardino", w i h 11 b known as 7 Addendum Number 1 to the original "Development Impact C 1 ion Nexus Report' 8 dated January 2006; 9 BE IT RESOLVED BY TH YO O O N IL OF THE 10 11 CITY OF SAN BERNARD AS OL S 12 SECTION Pur want t .Za t r3. .1 of an e ar I no t nici al Code, the 13 following o drai im a t fe s t ere e li h d i 6 ay om the adoption 14 oft iis r s luti 15 A. t hed we ling U i s: $ 418 per i 16 A d wel i its: 11 nit 17 18 1. M bi e I ne J i s: 2 per Unit 19 D o in r i IL ging and Commercial/Office: $0.774 per Square Foot of floor area 20 E. In w ial Uses: $0.982 per Square Foot of floor area 21 SECTION 2. Payments of fees established by this resolution shall be due and payable 22 prior to issuance of a building permit after the effective date of this resolution for construction 23 of any residential, commercial, or industrial unit with the exception of the following: 24 A. Development projects for which an application for a tentative map was deemed 25 26 complete prior to July 18, 2005, in accordance with Resolution 2005-255. Such projects will 27 be subject to the development impact fees that were in effect prior to the adoption of this 28 resolution. V@ N9 WHONEMB �L%H& 7 mg 200W 1 2 RESOLUTION OF THE MAR THE CAMOUNT CFORCISTORM DRAIN OF SAN BERNARDINO SETTING 3 DEVELOPMENT IMPACT FEES, AND REPEALING RESOLUTION 93-381 4 B. Development projects that have received all required entitlement approvals and 5 pre-paid the applicable development impact fees prior to the effective date of I resolution. 6 Such projects will be subject to the development impact fees that erV i ffect prior to the 7 effective date of this resolution. 8 SECTION 4. A refund of this fee ay ma to t r who paid the fee 9 10 in the event the building permit expire , p sua t ti n 3 2 ) f the T iform Building 11 Code. 12 SECTION T p c fees es lis e y t i re utio shall be adjusted 13 each Jul ccor anc t t ang n C n t t' st In e a published in the 14 late t" ine ws co " or pa a le a 1'c ion o t at date. At least every two 15 (2) y ar , h eve pm nt n pct e exus S u and Master Facilities Plan will be 16 rev e a d u to . 17 18 I of 'on 93-381 is hereby repealed effective sixty (60) days 19 froi i he d pt o t is olution. 20 21 22 23 24 25 26 27 /// 28 2 W MN 9@VRfflRNB J&Hu w mg X00 1 RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN 2 BERNARDINO SETTING THE AMOUNT FOR STORM DRAIN DEVELOPMENT 3 IMPACT FEES, AND REPEALING RESOLUTION 93-381 4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor 5 and Common Council of the City of San Bernardino at a meeting th eo , held on the 6 day of , 2007, by the following vote, to wit: 7 8 Council Members: AYES NA ALS 0 , E T 9 ESTRADA 10 BAXTER 11 BRINKER 12 DERRY 13 K L 14 15 J 16 MC K 17 18 City Clerk 19 he o oing resolution is hereby approved this day of 20 2(07. 21 22 Patrick J. Morris, Mayor 23 City of San Bernardino Approved as to form: 24 JAMES F. PENMAN 25 City Attorney 26 By. 27 28 3 30. Continued. Approved MOTION: That the hearing be closed; and that said ordinance be laid over for final adoption. VOTE: Unanimous. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX TO BE HEARD AT 4:30 P.M. 31. Public hearing - sale of a portion of City Water Department owned parcel of real property generally located northwesterly of Bonita Vista Drive, south of 40"' Street and west of Del Rosa Avenue. (See Attached) (No cost to the City.) Ward 4 Resolution of the City of San Bernardino directing and authorizing the execution of a Sales and Purchase Agreement and the execution of a Quitclaim Deed for the sale of City property generally located northwesterly of Bonita Vista Drive, south of 401h Street and west of Del Rosa Avenue in the City of San Bernardino to Alfred M. Sessions. (Resolution not available at time of printing.) Mayor to open the hearing . . . Approved MOTION: That the hearing be closed; and that said resolution be adopted. Adopted 2007-18 END OF PUBLIC HEARINGS CONTINUED ITEMS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX CONTINUED FROM DECEMBER 18, 2006 Parks, Recreation & Community Services 32. Resolution of the Mayor and Common Council of the City of San Bernardino authorizing the Mayor to execute a Management Services Agreement between the City of San Bernardino and For the Game, LLC to provide management services at the San Bernardino Soccer Complex for the period of January 1, 2007 through December 31, 2012. (Backup material distributed on December 18, 2006, Item No. 19.) Approved MOTION: That the matter be continued to January 22, 200 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX: 474 END OF CONTINUED ITEMS 13 11467 29. Continued. Approved MOTION #3:That approval of the contract is subject to the City Attorney being satisfied that the necessary insurance coverage totaling $10,000,000 in aviation liability and property coverage is continued. END OF CONSENT CALENDAR PUBLIC HEARINGS XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX TO BE HEARD AT 4:00 P.M. Police 29A. Appeal Hearing - Danny's Towing - decision by San Bernardino Police Department to suspend towing contract for 30 days effective January 8, 2007. (Document not available at time of printing.) Mayor to open the hearing . . . Approved MOTION: That the matter be continued to January 22, 2007. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX TO BE HEARD AT 4:30 P.M. City Manager 30. Public hearing - to consider adjusting the current storm drain development impact fees. (See Attached) (No cost to the City by this action.) All Wards Ordinance of the City of San Bernardino adding Chapter 3.27.105 to the San Bernardino Municipal Code to establish a storm drain development impact fee, and amending Chapters 3.27.020 and 3.27.110 of the San Bernardino Municipal Code. FIRST READING (Ordinance not available at time of printing.) Mayor to open the hearing . . . (Item Continued on Next Page) 12 01/08/2007 21. Continued. Approved MOTION: That said resolution be adopted. Adopted 2006-426 END OF CONSENT CALENDAR 22. Item deleted. COMMITTEE CONSENT XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX Recommended for approval at the Ways and Means Committee on November 22, 2006 - Committee Members Present: Estrada, Johnson and Derry 23. Set a public hearing for January 8, 2007 to consider adjusting the current storm drain development impact fees. (See Attached) Approved MOTION: That the Mayor and Common Council set a public hearing for 4:30 p.m. on Monday, January 8, 2007, to consider adjustment of the storm drain development impact fees. XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 24. Receive and file the 2005/2006 Year End Report. (See Attached) Approved MOTION: That the Mayor and Common Council receive and file the FY 2005/2006 Year End Report. l 25. Resolution of the Mayor and Common Council of the City of San Bernardino authorizing vehicle reimbursement allowance for various City employees, and repealing Resolution 89-15. (See Attached) (Resolution not available at time of printing.) Approved MOTION: That said resolution be adopted. Adopted 2006-428 9 r 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:x,0 p.m. on Monday January 8, 2007, to consider adjustment of the storm drain;d opment impact fees. ,a Signature Contact person: Catherine Allison Phone: 5122 Supporting data attached: staff report, and other info Ward: all FUNDING REQUIREMENTS: Amount: None by this action. I Source: N/A Finance: Council Notes: o)-3 Agenda Ite N ale 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 for 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 8t"2007, to consider adjusting the current storm drain development impact fee. Development Impact Fee Calculation and Nexus Report For the Storm Drainage System for the City of San Bernardino, California October, 2006 Copyright, 2005&2006 by Revenue& Cost Specialists, L.L.C. All rights reserved. No part of this work covered by the copyright hereon may be reproduced or copied in any form or by any means --graphic, electronic, mecbawcal, including any photocopying, recording, taping or taping or information storage and retrieval systems without written permission OP Revenue& Cost Specialists, L.L.C. 2545 East Cbapman Avenue, Suite 103 Fullerton, CA 92831 (714)992-9020 Schedule 2.2 City of San Bernardino Summary of Development Impact Fees By Type of Fee (Fees per Residential Dwelling Unit, or Business Square Foot) at Marginal Need-based or Equity-based Development Impact Fees Law Fire Circulation System Regional Library Public Enforcement Suppression Local Streets, Circulation System Facilities Meeting Facilities,et.al. Facilities,et.al. Signals&Bridges Improvments &Collection Facilities Schedule 3.3 Schedule 4.3 Schedule 5.2 Schedule 5.5 Schedule 6.1 Schedule 7.1 Calculated Costs/DIFs Detached Dwelling Units $535 $663 $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/Office 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 Anticipated DIF Collection 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 $18,762,694 $23,189,583 $15,077,558 $142,557,618 $10,236,717 $18,336,349 City—wide Impact Fee $18,762,694 $23,189,583 $15,077,558 $142,557,618 $10,236,717 $18,336,349 Existing Fund Balance $0 $0 $0 $0 $0 $0 Other Sources $0 $600,000 $0 $17,300,000 $0 $0 Capital Total $32,594,934 $47,244,872 $15,060,250 $159,848,000 $15,587,124 $18,340,025 Overage/(Shortfall) ($13,832,240) ($23,455,289) $17,308 $9,618 ($5,350,407) ($3,676) NOTES: (1)Residential Units=Individual Dwellings. (2)Square Foot means floor or pad area. (3)Commercial,including office uses,assumes a pad yield of 46%per gross acre for commercial projects(19,940 Square Feet). (4)Industrial,including manufacturing,assumes a pad yield of 40%per gross acre for industrial projects(17,240 Square Feet). Schedule 2.2 City of San Bernardino Summary of Development Impact Fees By Type of Fee (Fees per Residential Dwelling Unit, or Business Square Foot) at Marginal Need-based or Equity-based Development Impact Fees Aquatics Parkland and Storm Development Facilities Open Space Drainage Impact Fee Total Acquisition System Per Unit or Square Foot Schedule 8.1 Schedule 9.1 Schedule 10.4 Calculated Costs/DIFs Detached Dwelling Units $273 $8,360 $3,418 $16,784 per Unit Attached Dwelling Units $216 $6,617 $1,411 $12,081 per Unit Mobile Home Units $196 $6,010 $2,719 $11,901 per Unit Commercial Lodging No Fee No Fee $1,202 $2,889 per Unit Commercial/Office Uses No Fee No Fee $0.774 $3.463 per S.F. Industrial Uses No Fee No Fee $0.982 $2.325 per S.F. Anticipated DIF Collection Detached Dwelling Units $3,372,642 $103,279,440 $42,225,972 $207,349,536 Attached Dwelling Units $1,857,384 $56,899,583 $12,133,189 $103,884,519 Mobile Home Units $1,176 $36,060 $16,314 $71,406 Commercial Lodging $0 $0 $751,250 $1,805,625 Commercial/Office Uses $0 $0 $24,599,793 $110,063,414 Industrial Uses $0 $0 $36,667,880 $86,826,702 Total $5,231,202 $160,215,083 $116,394,398 $510,001,202 City—wide Impact Fee $5,231,202 $160,215,083 $116,394,398 $510,001,202 Existing Fund Balance $0 $0 $0 $0 Other Sources $0 $0 $0 $17,900,000 Capital Total $5,232,932 $160,324,205 $385,158,670 $839,391,012 Overage/(Shortfall) ($1,730) ($109,122) ($268,764,272) ($311,489,810) Chapter 10 Storm Drainage Facilities The Existing_S s� 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 areas 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 202,5001inear 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 directly 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 Reasoning 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 Unon Infrastructure Created by the Development of Underdeveloped or Undeveloped Parcels. The construction 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 controlz, 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 for 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. Approximately 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 flood 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 Drainaze 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 Type 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 City of San Bernardino Development Impact Fee Calculation and Nexus Report 116 Chapter 10 Storm Drainage Facilities Table 10-1 Storm Drainage Runoff Coefficients (@ 2" per Hour Rainfall) Runoff Proposed Land Use Coefficient Detached Dwellings 0.745 Attached Dwellings 0.810 Mobile Homes 0.810 Commercial Lodging 0.820 Commercial/Office Uses 0.830 Industrial Uses 0.850 Dwelling Density Anomaly Adjustment. 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 6.2 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 Chapter 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 Commercial/Office 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 FFAllocation Total Cost Land Use of Costs Per Unit or SF Detached Dwelling Units $161,499,744 $8,150/Unit Attached Dwelling Units $31,533,162 $3,364/Unit Mobile Home Units $38,883 $6,482/Unit Commercial Lodging Units $4,959,593 $2,865/Unit Commercial/Office Uses Square Feet $63,507,942 $1.845/S.F. Industrial Uses Square Feet $87,438,507 $2.3421.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 Paying 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 thereof) 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 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 Equity Per Unit or SF Detached Dwelling Units $17,197,266 $518/Unit Attached Dwelling Units $3,986,173 $214/Unit Mobile Home Units $1,843,574 $412/Unit Commercial Lodging Units $245,664 $182/Unit Commercial/Office 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 Percentage of Total 62.0% 38.0% 100.0% Cost of Total System $36,180,840 $348,977,830 $385,158,670 Percentage 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 Dwelling Units $181,236,512 $3,418/Unit Attached Dwelling Units $39,533,768 $1,411[Unit Mobile Home Units $12,183,054 $2,719/Unit Commercial Lodging Units $3,701,610 $1,202/Unit Commercial/Office Uses Square Feet $66,798,103 $0.774/S.F. Industrial Uses Square 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 Drainage Facilities drainage projects 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 events') and then even more spectacularly with a higher year rain-storm event (i.e. a fifty year 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 Impact 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 1. 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 control 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 NO. Jan. 15 2004 03:49PM P2 aNC7 W Ch CA W WWWnWW w0) wmCD w03wCD (nlWnCnCr. WW0ci t� t7t7gaaIM;u0m 7C11C1C7C7vQVOC: t7Ot7 � gOQt70c70 d I 1 I 1 I 1 1 1 n W W W N N NN N 'CIO, -+ m O o t) c7 O C7 6 N j O Sl7 IJJ V � L17(A N b i0 tX! 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Tan. 15 2004 03:54PM P7 co it 3 z ° m Q w r: O Vl �9e 4•"91�k� V W s CO N m V fp CD con CD f a �S' n o o vii q C d m V N W W N >� ipx ippso� CD m '� N N N W N N �"• N {IJ (P p Q cp FROM : FAX NO. Jan. 15 2004 03:54PM PL wo V r CD x a a N ir^ o Ito iG•!.•i:i:Hr: x � Vl N A lb n to to m w c w "1i y; fn (A CD C3 M p� A 8) o g -4 -14 f... xt N N 41 N NI [!z UI co FROM FAX NO. Jan. 15 2004 03:55PM P9 71 n Ch o p cu 3 Q1 c A (P Cr t0 CD Gp� gip► pp W ' fp Qo qo Q O <e: to O c o Cf O o .. m _m , YF• ID O O N T V $ c ilk _ y so Q � W �OOf` �t Qv C.i w W W o> as vi ca cn U1 N Q Cp to a) 14 All r Y e �y y fw 1 Appendix A Summary of Recommendations 132 SUMMARY OF RECOMMENDATIONS 1 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 AB 1600 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, page 131, 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 AB 1600 requirements prevent such expenditures. 133 Master Facilities Plan for the Storm Drainage System for the City of San Bernardino, California October, 2006 Copyright, 2006 by Revenue& Cost Specialists, L.L.C. All rights reserved. No part of this work covered by the copyright hereon may be reproduced or copied in any form or by any means --graphic, electronic, mechanical, including any photocopying, recording, taping or taping or information storage and retrieval systems without written permission Of- Revenue& Cost Specialists, L.L.C. 2545 East Chapman Avenue, Suite 103 Fullerton, CA 92831 (714)992-9020 ...... ........:..... :.... .................................. City of San Bernardino Total Master Facilities Plan Through Summary-All Projects Build-out .......:.......:...:........ ....:...:........::.....:............::...........:_:.:::.:::.......... .......:.:..::.. .. .............................:: X.LE 01 Expand Law Enforcement Facilities Spa $15,665,521 LE-02 Acquire Additional Patrol/Detective/Specialty Vehicles $4,031,420 LE-03 Acquire Officer Assigned Equipment $643,608 LE-04 Acquire Advanced Computer/Data Sharing Systems $2,500,000 LE-05 Police Station Debt Service $9,754,385 FD-01 New Fire Station,4233 $5,363,371 FD-02 New Fire Station X4`233 Response Fleet $650,000 FD-03 lRelocate Fire Station.*2221 $7,157,347 ?> FD-04 Expand Fire Station 11224 $1,518,943 FD-05 Relocate Fire Station#226 $5,363,371 FD-06 Relocate Fire Station *2'29 $57363,371 FD-07 Relocate Fire Station,#230 $5,363,371 FD-08 Renovate Station 0221 as Administrative/Maintenance Facility $3,309,869 FD-09 Construct a Vehicle Storage Building $1,089,101 FD-10 Construct Training Facility $4,690,822 FD-I1 Acquire Two Command Vehicles $909000 FD-12 Acquire Four Squad Vehicles $480,000 FD-13 Acquire Three Sedans and a Utility Truck $94,500 FD-14 Acquire a Reserve Engine $192759000 FD-15 Acquire Additional Assigned Fire-fighter Equipment $58,740 FD-16 Headquarters Station,0221 Debt Service $1,794,425 <: FD-17 Verdemont Station,4232 Debt Service $3,582,641 ST-01 406 Street, Acre Lane to Electric Avenue $2,170,000 ST-02 5th Street, Sterling to Victoria $3,200,000 ST-03 5tb Street, Warm Creek to Pedley $480,000 ST-04 Alabama Street, 3rd to City Limits $1,600,000 ST-05 Campus Parkway(Pepper-Linden), Kendall to I-215 $4,800,000 ST-06 Central(Palm Meadows), Tippecanoe to Mountain View $3y2001 000 ST-07 Coulston, Tippecanoe to Mountain View $3,520,000 ST-08 Connector, 3rd Street to 5th Street $3,2W,000 ST-09 Del Rosa, 6th Street to 9th Street $],600,000 ST-10 Electric, Mountain View to Northpark $312001 000 ST-11 "G"Street, Mill to Rialto Avenue $1,60p,000 " ST-12 "H"Street, Kendall to 40th $640,000 ST-13 Kendall, Cambridge to Pine $3,500,000 ST-14 ILena Road, Mill to Orange Show $6,400,000 ST-15 Little League Drive, Palm to 1-215 $2,400,000 ST-16 Little League Drive, 1-215 frontage to Belmont $1,600,000 ST-17 Little Mountain, Devil Creek Channel to 48th $400,000 ST-18 Mill, Pepper to Meridian $800,000 ST-19 Mount Vernon Bridge $3,200,000 ST-20 Mountain View, Thompson to Electric $640,000 ST-21 Mountain View Bridge at Mission Creek $1,152,000 ST-22 Mountain View, Riverview to Central $6,912,000 Revenue &Cost Specialists, L.L.C. Fullerton,GA---92831 ............. ............ ..... City of San Bernardino Total Master Facilities Plan Through Summary-All Projects Build-out .::.....:.... . . ...... ........ . . .. . ST-23 Mountain View, I-10 to San Bernardino Ave. $1,200,000 ST-24 Mountain View Avenue Railroad Grade Crossing $240,000 ST-25 Palm, Cajon to 1-215 SB Ramp $760,000 ST-26 Pine, Kendall to Belmont 800 ST-27 Perris Hill Park Road, 21st to Pacific $1,280,000 X, ST-28 Rancho, Colton City Limits to 5th $2,240,000 ?' ST-29 Rialto, Sierra to Waterman $1,600,000 ST-30 Rialto, Lena to Tippecanoe $2,400,000 ST-31 State Street, 16th to Foothill $7,400,000 ST-32 State Street. Foothill to I-215 $8,000,000 ST-33 Tippecanoe, Mill to Harriman $5,600,000 ST-34 University Parkway, Hallmark to BNSF Grade Separation $1,200,000 ST-35 Waterman, 5th to Baseline $5,760,000 ST-36 Victoria, Richardson to Mountain View $200,000 ST-37 Traffic Signal 0 Little League Drive and I-215 Frontage $200,000 ST-38 Traffic Signal®Little League Drive and Belmont $200,000 ST-39 Traffic Signal®Palm and Cajon $200,000 ST-40 Traffic Signal @ Palm and Industrial $120,000 ST-41 Traffic Signal®Palm and 1-215 ramps $330,000 ST-42 Traffic Signal®Palm and Irvington $150,000 ST-43 Traffic Signal®Palm and Belmont $200,000 ST-44 Traffic Signal® Campus Parkway(Pepper-Linden)and Industrial $200,000 ST-45 Traffic Signal® Campus Parkway(Pepper-Linden)and I-215 Ramps $350,000 ST-46 Traffic Signal® Campus Parkway and Northpark $200,000 ST-47 Traffic Signal®Sierra (CSUSB)and Northpark $200,000 ST 48 Traffic Signal @Kendall and 48th $175,000 ST-49 Traffic Signal(g?Little Mountain and 30th $200,000 ST-50 Traffic Signal®Little Mountain and 48th $175,000 ST-51 Traffic Signal @ Little Mountain and Northpark $175,000 ST-52 Traffic Signal®State and I-210 $350,000 `. ST-53 Traffic Signal®Merdian and Rialto $200,000 >` ST-54 Traffic Signal 0 Macy and Mill $200,000 ST-55 TraflSc Signal®Rancho(State)and Foothill $250 000 i ST-56 Traffic Signal®Miramonte and 27th $200,000 ST-57 Traffic Signal®Mountain and Kendall $200,000 ST-58 Traffic Signal j@ Mountain and 48th $2001000 ST-59 Traffic Signal®Mountain and Northpark $175,000 ST-60 Traffic Signal @ "I"Street and Inland Center Drive $200,000 '> ST-61 Traffic Signal® "H"Street and Marshall $200,000 ST-62 Traffic Signal®Auto Plaza and Fairway $200,000 ST-63 Traffic Signal® "E"Street and Century $200 000 ST-64 Traffic Signal 0 "E"Street and Orange Show Lane $200,000 `? ST-65 Traffic Signal®Arrowhead and Orange Show Lane $150,000 > ST-66 Traffic Signal®Arrowhead and Central $175x" Revenue &Cost Specialists, L.L.C. Fullerton,Lk-92831 . .................... . ....... ................ ............-. .......... ........................ ................ ......... :. ....................... ...................................................._..........................................._....... ..... ....... ............................................................ ......... ........... ....................... City of San Bernardino Total Master Facilities Plan Tfirough Summary-All Projects Build-out _.. . _. ST-67 Traffic Signal®Mountain View and 13th $200,000 ; ST-68 Traffic Signal®Mountain View and Marshall $200,000 ST-69 Traffic Signal®Electric and 48th $200,000 ST-70 Traffic Signal Q Dolittle and Mill $1007 000 ST-71 Traffic Signal®Lena and Orange Show Road $200,000 ST-72 Traffic Signal®Lena and Central $200,000 ST-73 Traffic Signal®Lena and Rialto $200,000 ST-74 Traffic Signal®Lena and 3rd $200,000 q ST-75 Traffic Signal®East Carnegie and Hospital Lane $150,000 ST-76 Traffic Signal® Tippecanoe and Rialto $200,080 ST-77 Traffic Signal®Del Rosa and Marshall 1200,000 ST-78 Traffic Signal®Del Rosa and 6tb $150,000 >>ST-79 Traffic Signal®Sterling and Marshall $200,000 `< ST-80 Traffic Signal®Sterling and Lynwood $200,000 ST-81 Traffic Signal®Sterling and 6tb $200,000 ST-82 Traffic Signal Q S. Mountain View and Central(Palm Meadows) $200,000 ST-83 Traffic Signal®S. Mountain View and I-10 Westbound Ramp $200,000 ST-84 Traffic Signal® Guthrie and Pacific $200,000 ST-85 Interchange/Ramps®I-215 and Palm Avenue(SB, County) $1,930,000 `. ST-86 Interchange/Ramps®1-215 and Pepper Linden(Campus Parkway)(SB) $20,0001 000 ST-87 Interchange/Ramps ®I-215 and University Parkway(SB, County) $1,560,000 :? ST-88 Interchange/Ramps®I-210 and Waterman (SB, Highland, County) $7,280,000 ST-89 Interchange/Ramps ®I-210 and Del Rosa (SB, Highland, County) $5,790,000 ST-90 Interchange/Ramps ®I-210 and Victoria (SB, Highland, County) $10,000,000 ST-91 Interchange/Ramps®I-210 and Stb (SB, Highland, Redlands) $320,000 .; ST-92 Interchange/Ramps @ I-10 and Tippecanoe $7,000,000 <` ST-93 Interchange/Ramps®I-10 and Pepper(SB, County, Colton) $370,000 ST-94 Interchange/Ramps @ I-10 and Mountain View(SB, Loma Linda, Redlands, County) $3,040,000 ST-95 Tippecanoe Bridge over the Santa Ana River $2,936,250 ST-96 Grade Separation ®Palm Avenue(SB) $2,349,000 ST-97 Grade Separation ®Rialto(SB) $2,,D2,000 ST-98 Grade Separation a State Street/University(SB) $2,140,000 ST-99 Grade Separation ®Hunts Lane (SR, Colton) $1,143,000 ST-100 Grade Separation ®Rancho Avenue 52,3491000 LB-01 General Library Square Foot Expansion $5,152,818 LB-02 Expansion of Library Collection $5,083,041 « LB-03 Main Library Debt Service $5,351,265 CC-01 Verdemont Community Center 125,000 CC-02 Delmann Heights Gymnasium $1,925,000 CC-03 Nicholson Community Center $1,925,000 CC-04 Construct Additional Public Use Space $10,365,025 AQ-01 Construct Water Pool/Attraction $3,224,863 A -OZ Construct Locker/Administration Building $2 008,069 PK-01 Construct Six S.0 Acre Neighborhood Parks $?3,29 6 74 Revenue & Cost Specialists, L.L.C. Fullerton,-C k-92831 ........... ...................................................... ..... .. ... ....I............... ...........................I....... City of San Bernardino Total Master Facilities Plan Through Summary -All Projects Build-out .. .. .. ... _ :....:.: PK-02 Construct Seven 10.0 Acre Passive Community Parks $54,358,213 <: PK-03 Construct Four 25.0 Acre Active(sports) Community Parks $77,654,600 `> PK-04 Miscellaneous Park Improvements $1,000,000 PK-05 Open Space Acquisition (159.4 acres) $4,015,018 SD-01 Project 3-12 $2,093,920 SD-02 Project 3-13 $2,8321470 '? SD-03 Project 4-1 $180,370 SD-04 Project 4-2 $435,830 SD-05 Project 4-13 $48,920 SD-06 Project 4-14 $450,160 SD-07 Project 4-15 $226,310 SD-08 Project 4-16 $328,860 SD-09 Project 6-Cl-02 $1,661,180 SD-10 Project 6-CI-03 $894,950 SD-I1 Project 6-CI-04 $883,520 `> SD-12 Project 6-CI-05 $540,110 SD-13 Project 6-CO-01 $1,322,080 SD-14 Project 6-DR-00 $33,854,210 SD-IS Project 6-DR-01 $3,094,340 SD-16 Project 6-DR-02 V,493,950 SD-17 Project 6-DR-03 $2,161,810 ;.<. SD-18 Project 6-DR-04 $1,172,60 SD-19 Project 6-DR-05 $636,440 SD-20 Project 6-DR-06 $1,027,700 SD-21 Project 6-DR-07 $547 480 « SD-22 Project 6-DR-08 $503,670 SD-23 Project 6-DR-09 $3,568,560 SD-24 Project 6-LS-00 $10,876,060 SD-25 Project 6-LS-01 $1,694,170 SD-26 Project 6-LS-02 $782,740 SD-27 Project 6-LS-03 $77,330 SD-28 Project 6-LS-04 V,887,570 SD-29 Project 6-LS-05 $495,350 SD-30 Project 6-SD-00 $9,356,010 SD-31 Project 6-SD-02 $513,810 SD-32 Project 6-SD-03 $1,134,000 SD-33 Project 6-SD-04 $6,684.290 SD-34 Project 6-SD-05 $3,868,570 SD-35 Project 6-SD-06 SD-36 Project 6-SD-07 $4,622,470 SD-37 Project 6-SD-08 $21521,680 SD-38 Project 6-SD-09 $170,920 SD-39 Project 6-SM-00 $2,0387 660 SD-40 Project 6-WA-00 $16,14 SO Revenue & Cost Specialists, L.L.C. Fullerton, CA- 92831 v .: ....... .... City of San Bernardino Total Master Facilities Plan Through Summary-All Projects Build-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 $1,365,110 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 >i SD-48 Project 7-AlA $504,470 SD-49 Project 7-A1 $8,813,280 .:... SD-50 Project 7-A2 $9,924,780 SD Project 7-A3 $240,950 SD-S2 Project 7-A4 $416,660 SD-53 Project 7-A5 $63,510 SD-54 Project 7-A6 $1,347,020 SD-55 Project 7-A7 $210,720 SD-56 Project 7-A8 $1,904,710 SD-57 Project 7-A9 $1,545,210 SD-58 Project 7-A10 $388,060 SD-59 Project 7-A11 $724,610 SD-60 Project 7-B2 $55,510 SD-61 Project 7-B3 $9,642,800 SD-62 Project 7-B4 $5,534,980 SD-63 Project 7-B5 $1,170,790 SD-64 Project 7-B6 $409,030 SD-65 Project 7-87 $512,760 SD-66 Project 7-B8 $99,850 '?-SD-67 Project 7-B9 $97,140 SD-68 Project 7-B10 $335,330 SD-69 Project 7-Bll $180,180 SD-70 Project 7-BI2 $698,450 SD-71 Project 7-B13 $91,570 SD-72 Project 7-B14 $2,463,060 i SD-73 Project 7-B15 $796,890 SD-74 Project 7-B16 $689,970 z> SD-75 Project 7-B17 $1,684,510 SD-76 Project 7-B18 $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 $3,211,550 SD-81 Project 7-B23 $1,817y 830 » SD-82 Project 7-B24 $361y810 SD-83 Project 7-B25 $2,200,800 SD-84 Project 7-Cl . $1,560 650 Revenue &Cost Specialists, L.L.C. Fullertort,_GA,92831 :...............:..::..:.. ... .... .: .. :..... ............... ..... .... ......... ....................... . . :.: µ City of San Bernardino Total Master Facilities Plan Through Gi Summary -All Projects Build-out .... . ... ..... ... . .... SD-85 Project 7-C2 $251,110 SD-86 Project 7-C3 $762,160 SD-87 Project 7-C4 $1,048,830 SD-88 Project 7-05 $722,000 SD-89 Project 7-C6 $516,530 SD-90 Project 7-C7 $273451450 SD-91 Project 7-C8 $149,510 SD-92 Project 7-C9 $3,990,820 SD-93 Project 7-CIO $49,550 SD-94 Project 7-CII $975,490 SD-95 Project 7-C12 $213,450 SD-96 Project 7-C13 $113,000 SD-97 Project 7-C14 $3,980,990 SD-98 Project 7-C15 V,929,480 SD-99 Project 7-C16 $3,303,350 SD-100 Project 7-C17 $1,727,570 SD.-101 Project 7-CI8 $524,140 SD-102 Project 7-DI $13,059,510 SD-103 Project 7-D2 $1,555,940 SD-104 Project 7-D3 $302,310 « SD-105 Project 7-D4 $446,850 SD-106 Project 7-D5 $4,096,110 SD-107 Project 7-D6 $786,200 SD-108 Project 7-D7 $2,977,710 SD-109 Project 7-D8 $1,118,880 SD-110 Project 7-D9 $5,837,050 SD-111 Project 7-DIO $1,030,620 SD-112 Project 7-DII $10,350,070 SD-113 Project 7-D12 $230,870 SD-114 Project 7-D13 $9,274,570 SD-115 Project 7-D14 $1,610,990 SD-116 Project 7-DI5 $1,344,830 SD-117 Project 7-El $865,750 SD-118 Project 7-E2 $974,340 SD-119 Project 7-E3 $1,194,700 L SD-120 Project 7-E4 $1,396,600 SD-121 Project 7-E5 $265,190 SD-122 Project 7-E6 V,349,200 SD-123 Project 7-E7 $1,530,490 SD-124 Project 7-ES $28,930,950 SD-125 Project 7-E8A $685,750 SD-126 Project 7-E9 $610,730 SD-127 Project 7-E10 $174,740 SD-128 Project 7-Ell V,777 7 230 i .--_.. Revenue & Cost Specialists, L.L.C. Fullerton,-CA,--92831 .::. ...... ..... .. .. _ _... ........... City of San Bernardino Total Master Facilities Plan Through Summary-All Projects Budd-out ......... .......... SD-129 Project 7-E12 $317,460 SD-130 Project 7-E13 $961y700 SD-131 Project 7-E14 $4,416,990 SD-132 Project 7-E14A $481,560 SD-133 Project 7-E15 $682,070 !` SD-134 Project 7-E16 $868,550 SD-135 Project 7-E17 $1,490,600 SD-136 Project 7-EI8 $709,280 SD-137 Project 7-E19 $969,070 SD-138 Project 7-E20 $2,982,110 SD-139 Project 7-E21 $4,505,040 SD-140 Project 7-E22 $651,860 SD-141 Project 7-E23 $1,855,870 SD-142 Project 7-E24 $2,690,260 SD-143 Project 7-E2S $3,894,030 SD-144 Project 7-E26A $444,460 SD-145 Project 7-E26B $91,570 SD-146 Project 7-E26C $56,260 SD-147 Project 7-E27 $2,644,150 SD-148 Project 7-E28 $8,088,380 SD-149 Project 7-E29 $17,215,090 s SD-150 Project 7-E30 $12472,120 SD-151 Project 7-E31 $471,840 ii!Bs—D--i5-2-1project 7-E32 $614,520 SD-153 lProject 7-E33 $995,610 SD-154 Project 7-E34 $1,434,490 :.;:.:::.;:.;:.;:.;:.;.::::.;:.;:.;;:.;:... .. :::. .::........ Total-All Pro'ects $839,391,012 10 Revenue &Cost Specialists, L.L.C. Fullertort,_Gk--92831 City of San Bernardino Master Facilities Plan Table of Contents Guide to the Master Facilities Plan 1 Project Cost Summary 7 Law Enforcement Facilities, Vehicles and Equipment I1 Law Enforcement Facilities, Vehicles and Equipment Cost Summary 12 LE-01 Expand law Enforcement Facilities Space 13 LE-02 Acquire Additional PatroUDetective/Specialty Vehicles 14 LE-03 Acquire Officer Assigned Equipment 15 LE-04 Acquire Advanced Computer/Data Sharing Systems 16 LE-05 Police Station Debt Service 17 Fire Suppression Facilities, Vehicles and Equipment 18 Fire Suppression Facilities, Vehicles and Equipment Cost Summary 19 FD-01 New Fire Station#233 20 FD-02 New Fire Station#233 Response Fleet 21 FD-03 Relocate Fire Station#221 22 FD-04 Expand Fire Station#224 23 FD-05 Relocate Fire Station#226 24 >' FD-06 Relocate Fire Station#229 25 FD-07 Relocate Fire Station#230 26 FD-08 Renovate Station#221 as Administrative/Maintenance Facility 27 FD-09 Construct 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 FD-14 Acquire a Reserve Engine 33 FD-15 Acquire Additional Assigned Fire-fighter Equipment 34 FD-16 Headquarters Station 0221 Debt Service 35 FD-17 Verdemont Station#232 Debt 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 5th Street, Sterling to Victoria 43 `i ST-03 5tb Street, Warm Creek to Pedley 44 Revenue & Cost Specialists, L.L.C. Fullerton,-CX:4)2831 ................ ::..:.:::::::::::.::...:.......... City o f San Bernardino i Master Facilities Table of Contents ST-04 Alabama Street, 3rd to City Limits 45 ST-05 Campus Parkway (Pepper-Linden), Kendall to I-215 46 ST-06 Central (Palm Meadows), Tippecanoe to Mountain View 47 ST-07 Coulston, Tippecanoe to Mounlam View 48 ST-08 Connector, 3rd Street to 5th Street 49 ST-09 Del Rosa, 6th Street to 9th Street 50 ST-10 Electric, Mountain View to Northpark 51 ST-11 "G"Street, Mill to Rialto Avenue 52 ST-12 "H"Street, Kendall to 40th 53 ST-13 Kendall, Cambridge to Pine 54 ST-14 Lena Road, Mill to Orange Show SS ST-15 Little League Drive, Palm to 1 215 56 ST-16 Little League Drive, 1 215 frontage to Belmont 57 ST-17 Little Mountain, Devil Creek Channel to 48th 58 ST-I8 Mill, Pepper to Meridian 59 ST-19 Mount Vernon Bridge 60 ST 20 Mountain View, Thompson to Electric 61 ST-21 Mountain View Bridge at Mission Creek 62 ST-22 Mountain View, Riverview to Central 63 ST-23 Mountain View, I-10 to San Bernardino Ave. 64 ST-24 Mountain View Avenue Railroad Grade Crossing 65 ST 25 Palm, Cajon to 1-215 SB Ramp 66 ST 26 Pine, Kendall to Belmont 67 ST-27 Perris Hill Park Road, 21st to Pacific 68 »>ST-28 Rancho, Colton City Limits to 5th 69 ST 29 Rialto, Sierra to Waterman 70 !. ST-30 Rialto, Lena to Tippecanoe 71 ST-31 State Street, 16th to Foothill 72 ST-32 State Street. Foothill to I-215 73 ST-33 Tippecanoe, Mill to Harriman 74 ST-34 University Parkway, Hallmark to BNSF Grade Separation 75 ST-35 Waterman, 5th to Baseline 76 ST-36 Victoria, Richardson to Mountain View 77 ST-37 Traffic Signal @ Little League Drive and I-215 Frontage 78 ST-38 Traffic Signal @ Little League Drive and Belmont 79 Revenue & Cost Specialists, L.L.C. Fullerton;-CA--92&31 ......................................................... __....... ............ ....--_........ ..... .-..... ............... ......_.. ......... ........... ........................................... _ .........._ ......... ...._........ ..._.._ ......... _.... ............ ........... ............. ....._.........._ .................. __.. __........_ .._ .. _....... _............................................................................................................................................................................................................................................................................ ....................................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................... ....................................................................................................................................................................................................................................................................... City of San Bernardino t3' ........... Master Facilities Plan ;:`'::"" Table of Contents ST-39 Traffic Signal @ Palm and Cajon 80 ST-40 Traffic Signal @ Palm and Industrial 81 ST-41 Traffic Signal @ Palm and I-215 ramps 82 ST-42 Traffic Signal @ Palm and Irvington 83 ST-43 Traffic Signal @Palm and Belmont 84 S T-44 Traffic Signal @ Campus Parkway (Pepper-Linden)and Industrial 85 ST,45 Traffic Signal Campus Parkway (Pepper-Linden)and I-21S Ramps 86 ST-46 Traffic Signal @ Campus Parkway and Northpark 87 ST-47 Traffic Signal @ Sierra (CSUSB)and Northpark 88 ST-48 Traffic Signal @ Kendall and 48th 89 ST-49 Traffic Signal @ Little Mountain and 30th 90 ST-50 Traffic Signal @ Little Mountain and 48th 91 ST-51 Traffic Signal @ Little Mountain and Northpark 92 ST-52 Traffic Signal @ State and I-210 93 ST-53 Traffic Signal @ Merdian and Rialto 94 ST-54 Traffic Signal @ Macy and Mill 95 ST-SS Traffic Signal @ Rancho (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 Traffic Signal @ "I"Street and Inland Center Drive 101 ST-61 Traffic Signal @ "H"Street and Marshall 102 ST-62 Traffic Signal @ Auto Plaza and Fairway 103 ST-63 Traffic Signal @ "E"Street and Century 104 , ST-64 Traffic Signal @ "E"Street and Orange Show Lane 105 ST-65 Traffic Signal @ Arrowhead and Orange Show Lane 106_ ST-66 Traffic Signal @ Arrowhead and Central 107 ST-67 Traffic Signal @ Mountain View and 13th 108 ST-68 Traffic Signal @ Mountain View and Marshall 109 ST-69 Traffic Signal @ Electric and 48th 110 ST-70 Traffic Signal @ Dolittle and Mill 111 ST-71 Traffic Signal @ Lena and Orange Show Road 112 ST-72 Traffic Signal @ Lena and Central 113 ST-73 Traffic Signal @ Lena and Rialto 114 Revenue & Cost Specialists, L.L.C. Fullerton,-CA=42831 .......:........................ .............................. City of San Bernardino Master Facilities Plan •::r'•'i:.•:\:::::Sys'.i'.: Table of Contents .. .......... :::.... ST-74 Traffic Signal Lena and Ad 115 ST-75 Traffic Signal @ East Carnegie and Hospital Lane 116 ST-76 Traffic Signal @ Tippecanoe and Rialto 117 <? ST-77 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 Traffic Signal @ 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 125 ST-85 Interchange/Ramps @ I-215 and Palm Avenue (SB, County) 126 ST-86 Interchange/Ramps @ I-215 and Pepper Linden (Campus Parkway) (SB) 127 ST-87 Interchange/Ramps @ I-215 and University Parkway (SB, County) 128 ST-88 Interchange/Ramps @ I-210 and Waterman (SB, Highland, County) 129 ST-89 Interchange/Ramps @ I-210 and Del Rosa (SB, Highland, County) 130 ST-90 Interchange/Ramps @ I-210 and Victoria (SB, Highland, County) 131 ST-91 Interchange/Ramps @ I-210 and 5th (SB, Highland, Redlands) 132 ST-92 Interchange/Ramps @ I-10 and Tippecanoe 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 Separation @ Palm Avenue (SB) 137 ST-97 Grade Separation @ Rialto (SB) 138 ST-98 Grade Separation @ State Street/University (SB) 139 ST-99 Grade Separation @ Hunts Lane (SB, Colton) 140 ST-100 Grade Separation @ Rancho Avenue 141 Library Facilities and Collection 142 ><Library Facilities and Collection Cost Summary 143 LB-01 General Library Square Foot Expansion 144 LB-02 Expansion of Library Collection 145 LB-03 Main Library Debt Service 146 Public Use Facilities 147 Public Use Facilities Cost Summary 148 ` CC-01 Public Use Facilities 149 Revenue & Cost Specialists, L.L.C. Fullerton, C,4=32831 City of San Bernardino Master Facilities Plan Table of Contents CC-02 Delman Heights Gymnasium 150 CC-03 Nicholson Community Center 151 CC-04 Construct Additional Public Use Space 152 Aquatic Facilities 153 Aquatic Facilities Cost Summary 154 AQ-01 Construct Water PooUAttraction 155 AQ-02 Construct Locker/Administration Building 156 Park Land Acquisition and Development 157 Park Land Acquisition and Development Cost Summary 158 PK-01 Construct Six 5.0 Acre Neighborhood Parks 159 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 Open Space Acquisition (159.4 acres) 163 Storm Drainage System 164 Storm Drainage System Cost Summary 165 SD-01 Project 3-12 171 SD-02 Project 3-13 1 SD-03 Project 4-1 173 SD-04 Project 4-2 174 SD-05 Project 4-13 175 SD-06 Project 4-14 176 SD-07 Project 4-I5 177 SD-08 Project 4-16 178 SD-09 Project 6-CI-02 179 SD-10 Project 6-Cl-03 180 SD-11 Project 6-CI--04 181 SD-12 project 6-CI-05 182 SD-13 Project 6--CO-01 183 SD-14 Project tii-DR-W 184 SD-15 Project 6-DR-01 185 SD-16 Project 6-DR-02 186 SD-17 Project 6-DR-03 187 SD-I8 Project 6-DR-04 188 Revenue & Cost Specialists, L.L.C. Fullerton;-CA:-92831 .< `. ^: ; City of San Bernardino ty r F ili " PI Master ac tres an .:.... Table of Contents SD-19 Project 6-DR-05 189 SD-20 Project 6-DR-06 190 SD-21 Project 6-DR-07 191 SD-22 Project 6-DR-08 192 SD-23 Project 6-DR-09 193 SD-24 Project 6-LS-00 194 SD-25 Project 6-LS-01 195 SD-26 Project 6-LS-02 196 SD-27 Project 6-LS-03 197 SD-28 Project 6-LS--04 198 SD-29 Project 6-LS-05 199 SD-30 Project 6-SD-00 200 SD-31 Project 6-SD-02 201 SD-32 Project 6-SD-03 202 SD-33 Project 6-SD-04 203 SD-34 Project 6-SD-05 204 SD-35 Project 6-SD-06 205 SD-36 Project 6-SD-07 206 SD-37 Project 6-SD-08 207 SD-38 Project 6-SD-09 208 SD-39 Project 6-SM-00 209 SD- 0 Project 6-WA-00 210 SD 41 Project 6-WA-02 211 SD-42 Project 6-WA-03 212 SD 43 Project 6-WA-04 213 SD-44 Project 6-WA-04 214 ! SD-45 Project 6-WA-14 215 SD-46 Project 6-WA-16 216 '!! SD-47 Project 6-WA-17 217 .1.. SP-48 Project 7-A IA 218 SD-49 Project 7-A1 219 SD-50 Project 7-A2 220 SD-51 Project 7-A3 221 SD-52 Project 7-A4 222 SD-53 Project 7-AS 223 Revenue & Cost Specialists, L.L.C. Fullerton;-CAti 92831 City of San Bernardino Master Facilities Plan Table of Contents SD-S4 Project 7-A6 224 >» SD-55 Project 7-A7 225 SD-56 Project 7-A8 226 SD-57 Project 7-A9 227 SD-58 Project 7-A10 228 SD-59 Project 7-A11 229 SD-60 Project 7-B2 230 SD-61 Project 7-B3 231 SD-62 Project 7-B4 232 SD-63 Project 7-BS 233 SD-64 Project 7-B6 234 SD-65 Project 7-B7 235 SD-66 Project 7-B8 236 SD-67 Project 7-B9 237 SD-68 Project 7-B10 238 SD-69 Project 7-B11 239 SD-70 Project 7-B12 240 SD-71 Project 7-B13 241 SD-72 Project 7-B14 242 SD-73 Project IBIS 243 SD-74 Project 7-B16 244 SD-75 Project 7-B17 245 SD-76 Project 7-B18 246 SD-77 Project 7-B19 247 SD-78 Project 7-B20 248 SD-79 Project 7-B21 249 SD-80 Project 7-B22 ZSO SD-81 Project 7-B23 251 SD-82 Project 7-B24 252 SD-83 Project 7-B25 253 SD-84 Project 7C1 254 SD-85 Project 7--C2 ASS SD-86 Project 7C3 �S6 SD-87 Project 7C4 �S7 SD-88 Project 7C5 258 Revenue & Cost Specialists, L.L.C. Fullerton,:CA__92831 City of San Bernardino ty :' : Master Facilities Plan .:: Table of Contents SD-89 Project 7-C6 259 SD-90 Project 7-C7 260 SD-91 Project 7-CS 261 SD-92 Project 7-C9 262 SD-93 Project 7-CIO 263 SD-94 Project 7-CI 1 264 SD-95 Project 7-012 26S SD-96 Project 713 266 SD-97 Project 7-014 267 SD-98 Project 7-015 268 SD-99 Project 7-016 269 SD-100 Project 7-017 270 SD-101 Project 7-018 271 SD-102 Project 7-DI 272 SD-103 Project 7-D2 273 SD-104 Project 7-D3 274 « SD Project 7-D4 275 SD-106 Project 7-D5 276 SD-107Project 7-D6 277 SD-108 Project 7-D7 278 SD-109 Project 7-D8 279 SD-I IO Project 7-D9 280 SD-111 Project 7-DIO 281 SD-112 Project 7-DI 1 282 SD-113 Project 7-D12 283 SD-114 Project 7-D13 284 SD-IISFroject 7-D14 285 !' SD-116 Project 7-D15 286 SD 7-El 287 SD-I18 Project 7-E2 288 SD-119 Project 7-E3 289 SD-120 Project 7-E4 290 SD-121 Project 7-ES 291 SD-122 Project 7-E6 292 SD-123 Project 7-E7 293 Revenue & Cost Specialists, L.L.C. Fullerton,_CA_92831 City ............ Ci of San Bernardino ::>::`> >:>........... ` Master Facilities Plan Table of Contents .. .. ....... . ... .. SD-124 Project 7-E8 294 SD-IZSProject 7-ESA 295 SD-126 Project 7-E9 296 SD-127Project 7-E10 297 SD-128 Project 7-Ell 298 SD-129 Project 7-E12 299 SD-130 Project E13 300 SD-131 Project 7-E14 301 SD-132 Project 7-E14A 302 SD-133 Project 7-EI5 303 SD-134 Project 7-E16 304 . SD 7-E17 305 SD-136 Project 7-E18 306 SD-137Project 7-E19 307 <> SD-138 Project 7-E20 308 SD-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-F,25 . 313 SD-144 Project 7-E26A 314 SD-145 Project 7-E26B 315 !' SD-146 Project 7-E26C 316 SD-147Project 7-E27 317 SD-148 Project 7-E28 318 SD Project 7-E29 319 SD 7-E30 320 SD-151 Project 7-E31 321 SD-152 Project 7-E32 322 SD-153 Project 7-E33 323 SD-154 Project 7-E34 324 Revenue & Cost Specialists, L.L.C. Fullerton,-CA--92831 City of San Bernardino Storm Drainage Facilities 164 ch co y a v M a M oo O� h O N O� 4o b l� Q b h •. l� M h M oo 16 CT)ti t� ri h m '�I .�! �i •V �i oo O O oc M O N �f ee}} ri N b t\ t\ et O O O N � � O ti $I O N p� �9 �, �, �, K � �9 K �, K K •9 � di �, �, �9 '�, '�, � � �A �9 �, K �i 69 �9 yr .:;>< O S N O o U l� c S 0 N a I: m O I i �Q o S N zz N ro t h U d O 4 ro y ro U U n J � � J O c� ; � 40 44 � 4 ' � 4 � 4 � 4 � 44 � � 444 � Q ro CL cn Q� M a v v I v r v b e b b b y o � :,Q8 Q� 3 e e e e e a e e e e e e e e e e e e e e e e e e e e e D A4 a 4 n a a a a a 4 a a a a a a a a 0. 0 y a a a a a a a a cs �• �y O ..•1....�. � i i 7 7 r � 7 Q T . � . ... ti . �v r . 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M 8 $ � .8 � .h M M 8 o o $. � N 0 1 � Q •. M N M h a �O b � M � Q �O Do Q l� � a h b b oo h W o .,. h a h a o 0 o IRI 2 112, LL 6' pp a a ti p R e7} O O tj °o a M N M h a b t. M a e e� b oo e n a ct n o 00 o w Vf ti pp N � W .: �, � �•9 K K � �i �i �9 K K �i � �, �9 �, K �, K �9 �9 �9 �, �9 � � � � K ;::`<: O i g 8 N o p oo O op S, O O O oo p O o - S o N ti m O �p o N N a� ;: o m a .... y N y d 10 co Q U o U C J O O cz CL a U �• e w b :?;S: ro y U w � I I I 1 I I I 1 I I I 1 1 I I I 1 I I I y O m� - C- (- �U C\V (�� CU\ (n� !(\� !U\ (�� �U (�� (n� (�� (�� nV L\U �U (�� C\U n [\ n - - - t�� {- .. 1 "1 '1 "1 1 e e e e e e e e e e P e e e e e 0. 0. 4 4 4 4 4 4 4 4 4 as 6'169 is v A O O A g q q 0 0 0 0 q C O C C O C A q q C A C q O O C V b y y h v1 v1 �i v1 y y b y y y y h �] v1 h h y v1 h vI vi vi h ?, .....: I I I M co . $ h 0. .. 0 . Y .::.::::::::.:::::: :•::::... .. ......................................... 5 g pQ LL v � � � a �. O O N O i S N 4 15� I ll� S� Zi 4 ao O o Q S o N a' .j CO O o S N N Q m ti 4 � 0 a a �D h Qp � Q) O � U y J y v O a E v � o � W n n n n n y O .a b4 '.>: U e e e e e e e e e E L A 4 4 4 4 4 4 4 4 4 co p v co O b h o0 0 h h h 0 =3 O � 170 a o a a o I o a a o 0 ><r > .. >< ............................................................................ ......................... City o f San enar in :::::<:>:<:. Master j r Facilities Pl an Project Detail Project Title: Program: Project 3-12 Storm Drainage Collection System Submitting 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 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. 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/turf)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 Timmg: 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 $448,700 $448,700 Land Acquisition/Right of Way $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 EquipmentlOther $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. City o f San Be rnard lno Master Facilities Plan Project Detail Protect Title: Program: Protect 3-13 Storm Drainage Collection System Submitting Department(s): Project 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 150 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/turf)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-OS 2008-09 2009-]0 through all EXPENDITURES Build-out Years Design/Inspection/Administration $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 Contingency $0 $0 $0 $0 $293,010 $293,010 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,832,470 $2,832,470 Potential Funding Sources: 172 Storm Drainage Development Impact Fees, General Fund recipts, 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 Title: Program: Project 4-1 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-03 Project Description: Construct a 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%. Contingency is included at 15%O 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/turf) 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 1 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $37,320 $37 3Z.0 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $124,390 $124,390 Contingency $0 $0 $0 $0 $18,660 $18,660 EquipmentlOther $0 $0 $0 $0 $0 $0 .;.. TOTAL COST $0 $0 $0 $0 $180,370 $180,370 Potential Funding Sources: 173 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c3 is 4s<::,.:.,. i f .:.:.::.... .:... ....:: . . C o San Bernardino ;::.::>:::::::::.....::: <::;:;. .:::.:. : . ::>::>:>:.;:::::::;::;::>:.: .:.. . Mater Facilities Plan an P Project Detail ax Project Title: Program: Project 4-2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-04 Project 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%. 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. Justi fication/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/turf) 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 $90,170 $90,170 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $300,570 $300,570 Contingency $0 $0 $0 $0 $45,090 $45,090 Equipment/Other $0 $0 $0 $0 $0 $0 <> TOTAL COST $0 $0 $0 $0 $435,830 $435,83b .:: ..: Potential Funding Sources: 174 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (4; t;letahar,:Z006 .:.., City ofSan Bernardino Master Facilities Plan Pro ect Detail sxx . . Project Title: Program. Project 4-13 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-05 .. _. Project Description: Construct a 36" storm drain in Tippecanoe from the Mission channel to Victoria Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $10,120 $10,120 Land 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....... ........ ...... City of San Bernardino Master Facilities Plan Project Detail . . rject Title: Pro g ram: ,. 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`9. Contingency is included at 15`9 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. Iustification/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/turf)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: 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 TOW PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Designl7nspection/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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $450,160 $450,160 Potential Funding Sources: 116 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (°j > FjCtbGS �AOG ::...::.o-::::;::.°:::: .. . :. City of San Bernardino tY : .. ....: : : :: .. ::::::::::: . :. . :.:: ::: :: : Master Facili ie s Pl an Pr o J ect D eta<1 : . ..... > :::: : ;» : . : : _::: >: > :. ::: .......................... .... 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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. 777777777=7:x. 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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $226,310 $226,310 ;>? ...;::: Potential Funding Sources: 1�7 Storm Drainage Development Impact Fees, General Fund recipts, 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 Title: Program: Project 4-16 Storm Drainage Collection System Submitting Department(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 administration has been added at 30%. Contingency is included at 15% of construction costs. Justication/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/turf)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 P arking 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 her 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/Administration $0 $0 $0 $0 $68,040 $68,040 Land 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 EquipmentlOther $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. IGj :. .. City of San Bernardino >::::>: Master Facilities Plan Project Detail J 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 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/turf) surface reducing the capability of the ground to absorb S torm 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. dbxxxxxl . 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 $343,690 $343,690 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 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,661 180 $1,661,180 Potential Funding Sources: 179 Storm Drainage Development Impact Fees, General Fund recipts, 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 Title: Program: Project 6-C 1-03 Storm Drainage Collection System Submitting 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 administration has been added at 30`Yo. Contingency is included at 15% 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/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $894,950 $894,950 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. '.: City of San Bernardino -' ' " Master Facilities i . . t es Plan Project Detail J .. Project Title: Program: Project 6-C 1-04 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-11 .:.: Project Description: Construct a 30" reinforced concrete pipe strom drain in 3rd Street from east of Lankershim to 5th at Liner Court. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $883,520 $883,520 Potential 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. ' � Program Project Title: Project 6-C 1-05 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-12 Project Description: X'."." Construct a 27" to 24" reinforced concrete pipe storm drain pipe in Constellation Court from east of Lankershim to west of Cargomaster Court. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. JustificationlRequirement 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. dirUturf) 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 0.8 10. However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and 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, arking 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 t Timing: jec 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. PROPOSED 2006-07 2007-08 2008-09 2009�10 dirough all EXPENDITURES Build-out Years ... DesigtillnspectionlAdministration $0 $0 $0 $0 $111,750 $111,750 Land AcquisitionlRight of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $372,490 $372,490 Equipment/Odier $0 $0 $0 TOTAL COST $0 $540,110 $540,110 Potential Fun ding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San ... Bernardino County Flood Control District. $0 $]-$0 City of San Bernardino . Master Facilities Plan Project Detail Project Title: Program: Project 6-CO-01 Storm Drainage Collection System Submitting Department(s): Project No.: Engineerin8 SD-13 . Project Description: Construct a five foot storm drain in an easement north of North Fork canal. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lustcation/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/turf)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 DesignAnspection/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: 183 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (03 ' ..., t)cttAier,TA04 Ci ty ty of S Bernar dino an .... ........... M rite rF acili Facilities Plan an Pr o ect D etail XX .. . Project Title: 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 existing 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 153 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/turf)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 $7,004,320 $7,004,320 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $23,347,730 $23,347,730 Contingency $0 $0 $0 $0 $3,502,160 $3,502,160 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $33,854,210 $33,854,210 Potential Funding Sources: 184 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. Oewljet X006:. City of San Bemardino Master Facilities Plan Pro'ect Detail ... J ....... Projet Tide: Pro g ram: .. .. ...;::... . ...... Project 6-DR-01 Storm Drainage Collection System Submitting 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 administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 EquipmentJOther $0 $0 $0 $0 $0 $0 ..:: TOTAL COST $0 $0 $0 $0 $3,094,340 $3,094,340 Potential Funding Sources: 185 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ............ .......... City of San Bernardino Master Facilities Plan Project Detail g Project Title: Pro ram: Project 6-DR-02 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 ..... TOTAL COST $0 $0 $0 $0 $4,493,950 $4,493,950 Potential Funding Sources: 186 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. .. ::.::::::..::..::::>:.;:.;. :.........::::.A.;:.:.:........... 1 o f S an B e na rd ino M ante r C ac>li i o s Plan Project X. Project Tide: Program. Project 6-DR-03 Storm Drainage Collection System IX Submitting Department(s): Project No.: Engineering SD-17 .:. ... Project Description: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 dwell ings 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 $447,270 $447,270 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $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 COST $0 $0 $0 $0 $2,161,810 $2,161,810 Potential Funding Sources: 187 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. dr3 Octohor 2006 X. City of San B e rnardin 0 Master ter Facilities t>< es Plan Project Detail' Project Title: Program: . Project 6-DR-04 Storm Drainage Collection System X. Submitting Department(s): Project No.: Engineering SD-18 Project Description: Construct 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%. Contingency is included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $242,620 $242,620 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $808,730 $808,730 Contingency $0 $0 $0 $0 $121,310 $121,310 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,172,660 J$1,172,660 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the Sangg Bernardino County Flood Control District. k .v.S::r} :{+Mn:}'{i:. .r4{:{:is}}%:•%{"n`:i':ti^'�}'• i•}i:isii•i::y:>Siiii'f.:T:::S{::riY:2?i?�ii::i?: :�'• ;%$'{vnF'.•�v,••.vv :.r1 •n•.Sl.. fir.{ H..nf.,��.,{;.• ....:... .............:.::r.x.::::::::::nv.v:.vnv::::::::•:::::::::::::::•.v:{;}•:{{{:iXvvv:v::.... .v.v:•....... ti,f ::Six•::•:}:::::-.:..:.}:•}'S: } .... .............. {::::.:. ........•:.'•:^iii;}}::;•}i::vSi:Siiiii}i •. .}s:.C•'::ti}itC•"vi'!:•.`is:;::::'t:}::jr:}::{�j�i::i>i'::}}}}>:??::T>: is{.:iii:::};;iifvi::i:i2v:iii:v+:•`/.::'ri'rJi: City of San B rn e ardin 0 Master Facilities Plan Pro ect Detail Project Title: Program: Project 6-DR-05 Storm Drainage Collection System Submitting 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%. Contingency is included at 15% 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/turf) 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 X. default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. Total l PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $131,680 $131,6 80 Land Acquisition/Right 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $636,440 $636,440 Potential Funding Sources: 189 Storm Drainage Development Impact Fees, General Fund recipts, 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 Title: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 an drains. d drai 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/Admmistration $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,027,700 $1,027,700 xx Potential Funding Sources: 190 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (> f7k tti5cf City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-DR-07 Storm Drainage Collection System Submitting 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 administration has been added at 30%. 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. dirt/turf)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. i 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 Yews Design/Inspection/Admmistration $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST 1 $0 $0 $0 $0 $547,480 $547,480 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. 7777777777777777777 777 717771777! City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-DR-08 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 Designllnspection/Administration $0 $0 $0 $0 $104,210 $104,210 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $347,360 $347,360 Contingency $0 $0 $0 $0 $52,100 $52,100 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $503,670 $503,670 .. Potential Funding Sources: 192 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. °1.::. 77777 ;: ':;: Octohel ZOt?G ; X. City of San Bernardino Master Facilities P Plan J Pr 'ec tD ta>< o Detail e Project Title: Program: Project 6-DR-09 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-23 Project 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% 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/turf) 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 X. EXPENDITURES Build-out Years X. Design/Inspection/Administration $0 $0 $0 $0 $738,320 $738,320 Land Acquisition/Right of Way y $o 0 $0 o $ $o $0 Construction $0 $0 $0 $0 $2,461,080 $2,461,080 Contingency $0 $0 $0 $0 $369,160 $369,160 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $3,568,560 $3,568,560 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental rants and ossibl some su 193 g P Y support from the San Bernardino County Flood Control District. W... ►>:. City of San Bemardino ' Master Facilities Plan Project Detail Project Title: Program: . Project 6-LS-00 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-24 Project 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 30%. Contingency is included at 15% 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/turf) 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 arun-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 Tots( '' PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/InspectionlAdministration $0 $0 $0 $0 $2,250,220 $2,250,220 Land 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 EquipmentlOther $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-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c2 r City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-LS-01 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-25 Project Description: 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% 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/turf) 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 XXXx PROPOSED 2006-07 2007-08 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 Equipment/Other $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. (c3 E)CLCfi�e1 ZOOG City of San Bernardino Master Facilities Plan Project Detail .. _. Project Title: Program: Project 6-LS-02 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-26 Project Description: 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 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. 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/turf)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/InspectionlAdministration $0 $0 $0 $0 $161,950 $161,950 Land AcquisitionlRight of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $539,820 $539,820 Contingency $0 $0 $0 $0 $80,970 $80,970 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $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. fc3i ::: .. : . . . : .. ::: City of San Bernardino . . Master Facilities Plan Project Detail Project Title: Program: Project 6-LS-03 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-27 Project Description: Construct a 36" storm drain in Marshall Boulevard from Sterling Avenue to just east of Sterling. Project administration, consisting of engineering, construction management and contract administration has been added at 30g'o. Contingency is included at 15% 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/turf)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 residentialibusiness 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 $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 $8,000 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST :$01 $0 $0 $0 $77,330 $77,330 Potential 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. City of San Bernardino Master Facilities Plan Project Detail Project Title: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/rnspection/Administration $0 $0 $0 $0 $597,430 $597,430 Land Acquisition/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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,887,570 $2,887,570 Potential Funding Sources: 198 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. xx f°l OetiWiAt 2006 City of San Bernardino ................ ............. ;::.;. Master Facilities Plan Project Detail > < _- Project Title: Program: Project 6-LS-05 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-29 Project Description: Construct a 42" to 33" reinforced concrete pipe storm drain in Arden Avenue from Marshall Boulevard to Foothill Boulevard. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $495,350 $495,350 Potential 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) tkfotict City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-SD-00 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-30 Project Description: 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%. Contingency is included at 15% 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/turf) 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-OS 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 EquipmentlOther $0 $0 $0 $0 1 $0 $0 TOTAL COST $0 $0 $0 $0 $9,356,010 $9,356,010 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the;ao Bernardino County Flood Control District. :. ................. ..... ..::n...:......::..n:.•.:........ •..:.:n..,•z:: :.:....:::•fi;:{•::4i:Fx::.4:xii';'•;•{:.: ::. .i:.r:::•..:r. •..r..v;•vi;:..•}}:'•'::"v{.,•.�•v .............. ..•.....:..nvn• :...:.v: \ .:. ...: .:':i:•i iii.:•:::.,.v.:.:'r.:'vv::.•:n:...:Fv':.iiiii:.iiiiiii:i::.:::::.::.:iii:i:.::.::?::.:::: :: :, ........ r......... r ..r.•:..r... .....�..•.::.>::..k.:,:.,:.iii::::::�:•;:::::::::::::.:�::::::.�::::::::.�::::::::..:::. ............ry.............r.........r......... ................:...................Fr..r\..•...... a\.. r O.v........n..............{....... .................:....:............v...v.... v x ....... ... N!}...\w::.:.3i}'s:is{SStrv::.iiw:::::v}ii+:;S:•:S•�%}4;.::•::::v::nv{xi.iii:{S4:4ii}iii::.i 4:0:•iii:i!::.. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-SD-02 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-31 Project 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $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/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $513,810 $513,810 Potential Funding Sources: 201 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (a; October,ZOOG. City f San Master Facilities Plan Project Detail Project Title: Program: Project 6-SD-03 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-32 Project 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 coefficient 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 $234,620 $234,620 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $782,070 $782,070 Contingency $0 $0 $0 $0 $117,310 $117,310 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,134,000 $1,134,000 Potential Funding Sources: 202 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (r3 OcEa6et 2006 in o i ard City o f San Bern .; Master r Facili i es Plan an Project 1 Project Tide: Program: Project 6-SD-04 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-33 Project Description: This component is a 12' X 5' to I 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 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. 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/turf)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 arun-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 all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $1,382,960 $1,382,960 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $4,609,850 $4,609,850 Contingency $0 $0 $0 $0 $691,480 $691,480 Equipment/Odrer $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $6,684,290 $6,684,290 Potential Funding Sources: 203 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. U�LpFieitx> &::`: I� ................­.............. ............ ..................... ............ ... ....... . ........ .... ......... ......... ....... .................................... .......... ............ .......................................... .......... ...... ........... ...... ..........I........... .......... ................................................ .......... City o f San B nrdino r ' Master Facilities Plan P o ect Detail J Project Title: Program: Project 6-SD-OS Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-34 Project Description: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 in 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. X. 2010-II Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES -out Years Desigalinspection/Administration $0 $0 $0 $0 $800,390 $800,390 Land Acquisition/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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $3,868,570 $3,868,570 Potential Funding Sources: 204 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ...:.:....:: City of San Bernardino Pr :..::....::...:... ...:..:.. ... ....... Master Facilities Plan P o ect Detail :::>::<:; ;:::>'::.:' ::::. Project Title: Program: Project 6-SD-06 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-35 Project Description: This component is a 36" storm drain in Highland Avenue from Pepper to Palm. 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. 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/turf) 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 $215,630 $215,630 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $718,780 $718,780 Contingency $0 $0 $0 $0 $107,820 $107,820 Equipment/Otlher $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,042,230 $1,042,230 ....::....: Potential 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. 06 ' � x. Master Facilities Plan Project Detail -SD-07 Storm Drainage Collection System Project 6 Prqject No.: Submitting Department(s): Engineering Pro t Description: Construct a 54" to V X 5' storm drain at Patton State Hospital from Patton detention basin up to Bangor Avenue ending at the reservoir. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 XWXV runoff coefficients of 0.850. Commercial and Office developments have a minor amount less with a runoff coefficiant of 0.830. Detached -off coefficiant of 0.745. Attached dwellings have a runoff coefficient of 0.810. dwellings, at a density of 4-5 units to the net acre, have a run ....... However, the cumulative amount of residential/business development will create significant amounts of runoff that must be dealt with safely and Consequences of Not Completing Prqject: Potential flooding of major and secondary arterials including most residential and business areas may occur as development continues to x: 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 t jec 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 -out" colunm. All costs are at nominal at current default to the "Build PROPOSED 2006 2007 2008 2009�10 through all EXPENDITURES Build-out Years Desi,-nlInspectionlAdministration $0 $0 $0 $0 $956,370 $956,370 ght of Way gency EauiDmentJOther $0 $0 $0 $0 so TOTAL COST Potential Fundino Sources: 206 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the S Bernardino County Flood Control District. City of San Bernardino Mate r F ac Facilities P1 an Project et Detail Project Title: Program: Project 6-SD-08 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-37 Project Description: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $521,730 $521,730 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,739,090 $1,739,090 Contingency $0 $0 $0 $0 $260,860 $260,860 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,521,680 $2,521,680 Potential Funding Sources: 207 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ... .. ::. .� emu.. Y.�'!��!' .!:;:.. (nj City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-SD-09 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management an d contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 TOW PROPOSED 2006-07 2007-OS 2008-09 2009-10 through all EXPENDITURES Build-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 EquipmentlOther $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. Ocial�er 2006 City of San Bernardino Master Facilities Plan Project Detail ... Project Tide: Program: Project 6-SM-00 Storm Drainage Collection System Submitting Department(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%. Contingency is included at 15% 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/turf)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::::: 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years DesignAnspection/Admmistration $0 $0 $0 $0 $421,790 $421,790 Land AcquisitionlRight of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,405,970 $1,405,970 Contingency $0 $0 $0 $0 $210,900 $210,900 EquipmentlOther $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 S09 Bernardino County Flood Control District. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-WA-00 Storm Drainage Collection System Submitting 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% 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/turf)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 arun-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 $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 Contingency $0 $0 $0 $0 $1,670,540 $1,670,540 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST .$.0 $0 $..0 $0 $16,148,550 $16,148,550 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. (r3 ..... k;zihbt, . i City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: 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 5th Street from the flood control channel to Sunnyside Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15`Yo of construction costs. JustificationlRequirement 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/turf)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 .,j.. - Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all _ EXPENDITURES Build-out Years Design llnspectionlAdministration $0 $0 $0 $0 $185,660 $185,660 Land AcquisitionlRight 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $897,370 $897,370 Potential Funding Sources: 21 1 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c)> F)ete►lset rear City e of San B Master Facilities Plan Project Detail Protect Tide: Program: Project 6-WA-03 Storm Drainage Collection System Submitting Department(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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $148,670 $148,670 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $495,560 $495,560 Contingency $0 $0 $0 $0 $74,330 $74,330 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $718,560 $718,560 Potential 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. ........................:.......... C B ar dino i o fSan re e Mat e r Facilities Plan Project Detai l 1 Project Tide: Program: Project 6-WA-04 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-43 Project Description: Construct a 30" to 27" reinforced concrete pipe storm drain in Tippecanoe from 6th to north of Vine. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 2006-0� 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years DesignAnspection/Administration $0 $0 $0 $0 $49,250 $49,250 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $164,160 $164,160 Contingency $0 $0 $0 $0 $24,620 $24,620 EquipmentJOther $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. Ocfohtr 2006 . City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 6-WA-04 Storm Drainage Collection System Submitting Department(s): Project 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. lustfcationlRequirement 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/turf)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 $282,440 $282,440 Land Acquisition/Right 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 EquipmentlOther $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 Bernardino County Flood Control District. (c3 OcL.Het, Bernardino City o f San ernard o : ::::: M ast er Facilities Pl Project Detail _. Project Title: Program: Project 6-WA-14 Storm Drainage Collection System Submitting 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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 coefficient 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/Irnspection/Administration $0 $0 $0 $0 $133,090 $133,090 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $443,630 $443,630 Contingency $0 $0 $0 $0 $66,540 $66,540 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $643,260 $643,260 Potential Funding Sources: 215 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. f°3 Octobct 9006.;;. >;: City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 6-WA-16 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-46 .. Project Description: Construct a 54"to 33" reinforced concrete pipe storm drain in Pacifc Avenue from Sterling to Arden Avenue. The San Bernardino portion is from Argyle to Arden. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $258,980 $258,980 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $863,260 $863,260 Contingency $0 $0 $0 $0 $129,490 $129,490 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,251,730 $1,251,730 Potential Funding Sources: 216 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. �cttt�ei Z00& City of San Bernardino >: : :<; Master Facilities Plan Project Detail Project Tide: Program: Project 6-WA-17 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-47 Project 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 30g'o. Contingency is included at 150 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/turf)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 Tinning: 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 $161,390 $161,390 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $537,950 $537,950 Contingency $0 $0 $0 $0 $80,690 $80,690 EquipmentlOther $0 $0 $0 $0 1 $0 $0 TOTAL COST $0 $0 $0 $0 $780,030 $780,030 Potential Funding Sources: 217 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. >.! Oti1>:Z00&i:::::'•::>..... . City of San Bernardino Master Facilities Plan Project Detail ...:... . . . .:.::...::::::: Project Tide: Program: Project 7-AIA 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $104,370 $104,370 Land Acquisition/Right 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $504,470 $504,470 Potential Funding Sources: 218 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (Oj Octoher�Zb06 i of B enar lII o Master Facilities Plan Project Detail J .::.:::.::.::. ..:.: Project Tide: Program: Project 7-A1 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all 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 Contingency $0 $0 $0 $0 $911,720 $911,720 EquipmentlOdier $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. (c3 Octo6et,Zt1DG City of San Bernardino Master Facilities Plan Project Detail .. .. Project Title: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. 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. dirt/turf)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. "hardsca a„ 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/InspectionlAdministration $0 $0 $0 $0 $2,053,400 $2,053,400 Land 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $9,924,780 $9,924,780 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the Sarno Bernardino County Flood Control District. City of San Bernardino .... M aste r Facilities Pl an Project Detail Project Tide: Program: Project 7-A3 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-51 Project Description: 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 304'0. Contingency is included at 1540 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. JustiEcation/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/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $240,950 $240,950 ..... . . ..... Potential Funding Sources: 221 Storm Drainage Development Impact Fees, General Fund recipts, 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-A4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-52 Project Description: 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%. 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. 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 turf) 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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $416,660 $416,61% Potential Funding 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. �fktnhar,ifs i f B in ....... . »..>::>:::::::: >:::>::::::::::::.;.:.. .... C o San ernard o rite r F ac ili i es Pl an Pr o J ect De ». Project Title: Program: Project 7-A5 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-53 Project Description: Construct a 39" storm drain from 5th Street to the Twin Creek channel. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. X. 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/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $63,510 $63,510 Potential 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. XX ...:.............. .. City of San Bernardino ................. Master Facilities Plan Project Detail Project Title: Program: Project 7-A6 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-54 Project Description: Construct a 78" to 54" storm drain from Meadowbrook Park to 5th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30 Contingency is included at 15% 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/turf)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 -out Years Design/Inspection/Administration $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 EquipmentlOther $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. (t3> OCta6ei_.2006 f in ----------- ........................ .......... ......................-........ City San Bernard o ty 0 : '< : M rite r Facilities Plan Pr o ect D Detail Project Title: Program: Project 7-A7 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-55 Project Description: Construct a 51" storm drain in Waterman Avenue from 5th Street to 6th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 DesignAnspectionIAdministration $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 Equipment/Other $0 $0 $0 $0 $0 $0 ;? TOTAL COST $0 $0 $0 $0 $210,720 $210,720 Potential 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. t°> tktc6cr 2006 City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-A8 Storm Drainage Collection System Submitting Depariment(s): Project No.: Engineering SD-56 Project 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 administration has been added at 30`Yo. Contingency is included at 15% 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/turf)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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $394,080 $394,080 Land Acquisition/Right of Way $0 $0 $0 $0 $v $0 I Construction $0 $0 $0 $0 $1,313,590 $1,313,590 Contingency $0 $0 $0 $0 $197,040 $197,040 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,904,710 $1,904,710 Potential Funding Sources: 226 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c):< Octoaer ZOQ6 City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-A9 Storm Drainage Collection System Submitting Department(s): Pro%ec[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 30g'o. Contingency is included at 15% 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/turf)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 DesignAnspection/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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,545,210 $1,545,210 Potential Funding 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. XXXXXXX i City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: ram: Project 7-A10 Storm Drainage Collection System Submitting Depart nent(s): Project No.: Engineering SD-58 Project Description: 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%. Contingency is included at 15% 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/turf)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 $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 EquipmentlOther $0 $0 1 $0 $0 $0 $0 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. ................ n•:::.::..::r::::;;::::.::... . .. ::.::::......................................,..... ...:.«.:::n:.. .n,...., .. .. ............... ........... ....................... .. ......................L...:.. .....Y. ... ♦..n.:::::::::::::w:::.�:::::::::::.�:4{:.iii}•;•:niyi':^i:........,,•• ........ ::........:': .. ......................................... .. n......r'C..:.. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-A11 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-59 Project Description: Construct a 12' X 10' reinforced concrete box in Warm Creek wells. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 jcct 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 $149,920 $149,920 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $499,730 $499,730 Contingency $0 $0 $0 $0 $74,960 $74,960 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $724,610 $724,610 Potential 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. (03.; - Ogto6et 2006: ............... .... .. . ......... .... ......... City of San Bernardino .. . ........ . .. . .... . .. ... . Detail Master Facilities Plan Project X. . . .:.;..:. ..::. Project Title: Program: Project 7-B2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-60 Project 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. 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/turf)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 doll ar value. ..... 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years DesignIInspectionlAdministration $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 Equipmentl0ther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $58,510 $58,510 Potential Funding Sources: 230 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. City of San Bemardino Master Facilities Plan Project Detail . Pro g ram: Project Title: Project 7-133 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. lustification/Requirement for Project: These improvements are needed to provide efficient an d 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/turf) 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. rrking ces of Not Completing Project: ooding of major and secondary arterials including most residential and business areas may occur as development continues to e City's overall percentage of impervious surface(i.e. "hardscape" such as rooftops, streets, curb, gutter&sidewalks, playgrounds s, etc.). Additionally, emerge ncy 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 $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 Equipment/Other $0 1 $0 $0 $0 $0 $0 TOTAL COST _ $0 $0 $0 $0 $9,642,800 $9,642,800 Potential 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. October.2006 in B ma rd o f e .::. X. City o San :::>: .. Master Facilities Plan Pro'ect Detail J Project Tide: Program: Project 7-B4 Storm Drainage Collection System Submitting Department(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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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 TOW PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-our Years Design/Inspection/Admmistration $0 $0 $0 $0 $1,145,170 $1,145,170 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $3,817,230 $3,817,230 Contingency $0 $0 $0 $0 $572,580 $572,580 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $5,534,980 $5,534,980 Potential 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. ..... ..... , .... ..... ............. ................. Ci .. .......... .....X.Z t ......... ...... ................... ................ y S Be rn r ino an Master i es Pl an xx Pr o ect Detail 1 J Project Tide: Program: Project 7-B5 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-63 Proiect 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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-I l Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $242,230 $242,230 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $807,440 $807,440 Contingency $0 $0 $0 $0 $121,120 $121,120 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,170,790 $1,170,790 Potential 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. tzI OcLoh°t. .......................... .................... ............ ......... ........... ....................I......I...................... ......... ............ **,*.*......'�.*�"..*..*.,..,.,............... >::>::>::::.;..:: City of San Bernardino ................ »::..><..«:... Master Facilities Plan Project Detail %Project Tide: Program: Project 7-B6 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-64 Project Description: Construct a 57" to 36" reinforced concrete pipe storm drain in Los Flores Drive from Conejo Drive to Mountain Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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-/I Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years DesignAnspection/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 EquipmenNOther $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. .. ::;; City f San Bernardino ty > Master Facilities P1 Project Detail 1 . Project Title: Program: Project 7-B7 Storm Drainage Collection System Submitting Departmenl(s): Project No.: Engineering SD-65 Project Description: Construct a 36" to 48" storm drain in Citrus Avenue to Del Rosa Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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-OS 2008-09 2009-10 through all EXPENDITURES Build-our Years Design/Inspection/Administration $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $512,760 $512,760 Potential Funding Sources: 235 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (0 October,2(106 a .......... ................ . :.... . . :::: City o f S Bernardino... .. . : : . . .... . .. .. . .::::::;:;:::::. : :: ................. . . . . >:>:>:::>:>:>::::::: : . : Master Facilities Plan Project Detail; Project Title: Program: Project 7-B8 Storm Drainage Collection System Submitting Department(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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 arun-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 DesignIInspection/Administration $0 $0 $0 $0 $20,660 $20,660 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $68,860 $68,860 Contingency $0 $0 $0 $0 $10,330 $10,330 EquipmentlOther $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-governmental grants and possibly some support from the San Bernardino County Flood Control District. C f an Bernardino ino i o S ::::..................... .... .... ..... ... Master Facilities Plan Pro J ect Detail 1 . .:....::::.::::::...;...:.::.:::..;::.:.. .. ....... Project Title: Program: Project 7-B9 Storm Drainage Collection System Submitting 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 management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $20,100 $20,100 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $66,990 $66,990 Contingency $0 $0 $0 $0 $10,050 $10,050 Equipment/Other $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 recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ............ . City of San Bernardino Master Facilities an J X. Project Title: Program: Project 7-B 10 Storm Drainage Collection System Submitting Departrnent(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. 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/turf) 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 $69,380 $69,380 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $231,260 $231,260 Contingency $0 $0 $0 $0 $34,690 $34,690 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $335,330 $335,330 Potential Funding Sources: 238 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c) Octohar 2006>: d ino f Bernar City o San Project t Detail an e r Facilities Pl Mast J Project Title: Program: Project 7-BI1 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-69 Project Description: Construct a 42" storm drain in Pacific Street from 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% 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/turf) 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 an d 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 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $37,280 $37,280 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $124,260 $124,260 Contingency $0 $0 $0 $0 $18,640 $18,640 Equipment/Other $0 $0 $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 possibly some support from the Stan 9 Bernardino County Flood Control District. . ................ .............................. ................... ...... ...................... ....... . ... .. . .................. ........... .. ........................... .......... ............. .............................. .. . .... .. ..... ............. . ...... ............. ............ ... ......................... .. ............................ ......... .. ............ .......... ::: .............. .............. ............................. .................. .. .......... ... ... .. ..... ... . ........ ... ..................... .............. ....................... City of San Bemardino, .......... .......... ............ ............. Master Facilities Plan Pr 'ect Detail 01 ....................... ...... ................. .......... .. .. ............ X .... .. : ... -.............. ................ . ............ ...... ...... ................. ................. .............. ....... ..... . ............ ..................... ..................................... .............. ................................ Project Title: Program: Project 7-B 12 Storm Drainage Collection System .... ...... Submitting Department(s): Project No.: Engineering SD-70 ....... ..... ................ ......-... ...... .................. .......... ........ ......... ...... ................... 7:7:�:7:�X7X7:7:.:, ................ ....... ..... ........... ............. ..... ....... ....... ...... 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% 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. ..... ...... ...... ..... ..... ...... ...... ...... ....... ....... ...... ...... ... ....... ...... ...... ....... ....... ...... ...... ...... ...... 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/turf) 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 of 4 dwellings, at a density -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. .............. ............. ..................... .......... ..................................:X1."..".............. ...................... 2010-11 Total -07 -08 -09 -10 through an PROPOSED 2006 2007 2008 2009 EXPENDITURES Build-out Years DesigallnspectionlAdministration $0 $0 $0 $0 $144,510 $144,510 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 i� Construction $0 $0 $0 $0 $481,690 $481,690 Contingency $0 $0 $0 $0 $72,250 $72,250 $0 $0 $0 $0 $0 EquipmentlOther 1 $0 TOTAL COST $0 $0 $0 $0 $698,450 $698,450 ...... .... ............ .......... ...... ......................... ............ ...... ...... Potential Funding Sources: 240 -governmental grants and possibly some support from the San Storm Drainage Development Impact Fees, General Fund recipts, inter ...... ....... Bernardino County Flood Control District. Ica i�ctotietx 6 :::::: ::::............ .::::.::: >: .......:::.::::::::::::.::::..:::.::....:. Cityf B rn ino i an e and C o S Master Facilities Plan Project Detail . _.. Project Title: Program: Project 7-1313 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-71 Project Description: Construct a 45" storm drain in Base Line from Conejo Drive to Del Rosa channel. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all 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 Contingency $0 $0 $0 $0 $9,470 $9,470 Equipment/Orher $0 1 $0 1 $0 1 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $91,570 $91,570 Potential Funding Sources: �dd 1 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from.the S� Bernardino County Flood Control District. 4 is Oe .rj 2006 ,•, .................. :.:::::::::::::.::::::.:.................:.... ......... .�. _............:...:.......::::::::::::::.: .., .4. .......................... . . ::::: :::: : .;.;: : > :.:.0 i tY o f San B rn and ino .:. Master F ac es 1 Pr o J ect D eta' Project Title: Program: Project 7-B 14 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 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. 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/turf) 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 $509,600 $509,600 Land Acquisition/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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,463,060 $2,463,060 Potential 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. ic) October,2006 :Sv2:j::':'::::;::::2;:::(:::::;:Gi::>:`::: :::';:::<`; ::'::i::i:::':::':::::i::::: i::::i:::......:`::....::: :...:..... :: :...*...**... : :: :.;:::`i:%: ::::%;:::: :2::: :..........:.....::ii: :.........:....: ::::is::.....:..............:....:... '::: :::::::::::::X v:..:: '..:.:.>:.>::>:..>'>:.::'.::.::.>:. .. ..:... .......... \' i �'� .:v:i•iii:4:4:4iii:iiiiiiii:ii:vtii: . . :. _ 4� ............................... C i ty o f San s ter Facilities Plan Pr o ec J Project Title: Program: Project 7-1315 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-73 Project Description: This component is a 60" storm drain in Little Mountain Drive at Morgan Road. 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. 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/turf) 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 $164,870 $164,870 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $549,580 $549,580 Contingency $0 $0 $0 $0 $82,440 $82,440 Equipment/Other $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-governmental grants and possibly some support from the San Bernardino County Flood Control District. (t) October, :tilUt YYt W City of San Bernardino <.:.;. Master Facilities Plan Project Detail Project Title: Program: Project 7-B 16 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-74 Project Description: Construct a 51" storm drain at the corner of 3rd and 40th. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. JustificationlRequirement 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/turf)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 DesignllnspectionlAdmimstration $0 $0 $0 $0 $142,750 $142,750 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $475,840 $475,840 Contingency $0 $0 $0 $0 $71,380 $71,380 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $689,970 $689,970 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. (t3 tktohor,2006 .............. ......................................... ........ .. ... .. i City of Bernardino o Master Facilities Plan Pro ect Detail J Project Title: Program: Project 7-B 17 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 administration, consisting of engineering, construction management and contract administration has been added at 30%n. Contingency is included at 15% 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/turf) 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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,684,510 $1,684,510 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�45 Bernardino County Flood Control District. October,2006 :. .::. ..............:::........:............... .................... .. :............... :.:....:..:.:.:.. .:.: .:.:. .:.:.:.:.:.:.:.:.:.:.:.:.::.. :::::.::. :: :::: ::::::::.. :: : :::::::: ::::: :::: ::::::: :::::::... ....::. ....... .. .... ........ . . . .. : : :: .. :: :::.0 i ty o f San B and in o .: : . >:' :«:>:;.>>:>.:.>: :.:<;.>:;;::; :> .. :::.: ::: : ::: ::::: :::: :Master Faciliti es Pl an Project Detail il :: Project Tide: Program: Project 7-B 18 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 B19 to Hill Drive. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,967,030 $1,967,030 Potential Funding Sources: d6 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the air Bernardino County Flood Control District. October,2006 .................................................._........_.................. ............................................................... ..... _ 1111_... ......_.. ... ........ 1111 ... ......... ... ..... . ..... __ 1111. .........1111._ __ . . .......__ ....... ......... ......... ......... ....... _ 1111 ._... ......... ........ ......_.. _. .__....... .. .. _. _ _ _. ......... _..... . .......... . ......... ......... ......... ...................... __.... ......... .._....... __... ............. _ _ __ _ . .__.........__ . ._...... .1....... ......._. ........ ....._..111.1 ......... ...__. .... ....__. ......_. ......_1..._1111.. ........._ .. _ _ ........_ ......... ........ .......... ........._. : : : : : . i tY o f San B Bernardino ......:.;;.:. : .;...:.:..........:........; .:..::: ................................:::... : : ......1......111........ :Master Facilitie s Plan an ProJ ect Detail ... :..> . .. ........ > ... ... ........ ,. ..>. ..< . Project Tide: Program: Project 7-B 19 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 arun-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. ......:::::::::::1:::1:::::::::::11. . 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 $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 EquipmentlOther $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. (�3: Octo6ot ZOOG City of San Bemardino : :: : . .: ;: :.::.;:.;:.::..:..aser a iliti es Pl Plan Project Title: Program: Project 7-1320 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-78 X. 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 X. 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. 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/turf) 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 DesigalInspection/Admuustration $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 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,438,550 $1,438,550 Potential Funding Sources: Q Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from thew§ Bernardino County Flood Control District. (rI ....... Ocmher.2006 i .... : :.>::;::::>:::;::.:::,;:>::::::. C ty of San Bernardino Master Facilities Plan Project Detail J ... Project Title: Program: Project 7-1321 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-79 Project Description: Construct a 36" storm drain in North Park Boulevard from "F" Street to Electric Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% of construction costs. JustificationlRequirement 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/turf) 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 i...i� default to the "Build-out" column. All costs are at nominal at current 2006-07 dollar value. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/InspectionlAdministration $0 $0 $0 $0 $139,100 $139,100 Land Acquisition/Right 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 EquipmentlOther $0 $0 $0 $0 $0 $0 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. (n�. �ctahct,2006 . :::. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-B22 Storm Drainage Collection System Submitting Department(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 administration has been added at 30%. Contingency is included at 15% 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/turf)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/Admimstration $0 $0 $0 $0 $664,520 $664,520 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,215,070 $2,215,070 Contingency $0 $0 $0 $0 $332,260 $332,260 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $3,211,850 $3,211,850 Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the i50 Bernardino County Flood Control District. Qctdietx ZD06 i .. Bernardino XX <:>::::><::::>:::«< >:::>:::>;:>::::::;:>:::>::>:«:>::>::>::>::::>::>::>::::> City of San 1�I i P P 1 :.;:.;:.;:.;:......:.:.;:.;::.;:.;:.;:.::.......::.... _..........:.................. :: ................:......... aster Fac><1>t es Plan ro ect Detail J . Project Tide: Program: Project 7-B23 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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! Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $376,100 $376,100 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,253,680 $1,253,680 Contingency $0 $0 $0 $0 $188,050 $188,050 Equipment/Other $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;v Bernardino County Flood Control District. (c3 �cto6ci,2006 t ;:. ... .........:... .: : C i o mr ' .::. :>:........: .: .... .:::... ,;:::::>:... .;.: ; J an _:. ... Project Title: Program: Project 7-1324 Storm Drainage Collection System Submitting Department(s): Project Na.: Engineering SD-82 Project Description: Construct a 51" storm drain in easement at Electric Avenue storm drain. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $74,860 $74,860 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $249,520 $249,520 Contingency $0 $0 $0 $0 $37,430 $37,430 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST _ $0 $0 $0 $0 $361,810 $361,810 Potential 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. (c3 Octohet,TOOL City f San B rn r d ino > >:: :: :.;.;.;.;.:.; ::< >;:..: ..: ............................... :;:;. .... >:Master Facilities P1 anProJ ect Detail :« Project Tide: Program: Project 7-B25 Storm Drainage Collection System +E 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 3010. Contingency is included at 15% of construction costs. lustitication/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/turf) 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 pfoject 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 $455,340 $455,340 Land Acquisition/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 $2,200,800 Potential Funding Sources: 253 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (r3 '' Octatier,2006 :{?$: ' City of San Be rn ar d ino r t Detail Master r Plan Project as ... .. Protect Title: Program: Project 7-C 1 Storm Drainage Collection System Submitting Department(s): Project 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $322,890 $322,890 t 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,560,650 $1,560,650 Potential 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. tiler in rn d o f Be ar City o San Detail XX. Plan Project t e rFacilities M rite J ..:::.::::..::::::::. ...:..::: Project Title: Program: Project 7-C2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-85 Project Description: C,pnstruct 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 administration has been added at 30%. Contingency is included at 15% of construction costs. Juste 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/turf) 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 $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 Equipment/Other $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-governmental grants and possibly some support from the San Bernardino County Flood Control District. 'r ax ::.::;;:.;>;;.:.;:.:. ardino City of San Bern ...::.:.:.:::::::::..::::.::::.::.::.::.::.:..::.:::.:;:.:: 1 Project Detail :<::<:>: : ::>::> ;:<:»::»>;:;;.:.::.;>:::>::> i Pan ::>::>::>: ::>:>>:::;:::>:::::::::: <>::;.::::>::::>::::>::::>:>:: : Master Facilities es ;:.;:.:::::::::::::::::.:...::::::::::::::..:::... J Project Title: 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 management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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. ':E:r 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 $157,690 $157,690 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $525,630 $525,630 Contingency $0 $0 $0 $0 $78,840 $78,840 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $762,160 $762,160 ' Potential Funding Sources: 256 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. fell October Z 6:i... ..}r..v.: i•}vvy}:i'i:•ii: :}:iiiii::*':iiiii iiii:�'riiiiiiii::j:^iF4i:�:i+riii:iii+iiiii':yiii iii::;iiii iiiiiiiii:;'rt::Sr:�:Ytii:Yi}i`ji$iiii iiiii .ii:.i}i}i:t iii:riiii}iiiiii:::vi:�iiii:�}�i':�::�ii:i}:; i f San Bernardino C ty 0 Mater Facilities Plan Pro ect D tall ..:.:.....:i:::::iii . ..:..:.. Project Tide: Program: Project 7-C4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-87 Project Description: Construct a 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 administration has been added at 30%. Contingency is included at 15% of construction costs. lusdfication/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/turf) 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 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 Land Acquisidon/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: 257 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. Ocfo6er,ZOOG; :....iz ;. >r.. <>:<.:>««,<<:�>t�<<>>v�. >`' City o f San Bernardino o ...............:l.i........1'...............................::w::::xrr " Master Facilities Plan Project Detail Project Title: Program: Project 7-05 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 administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 Equipment/Other $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. (c3 ...... . " OctohCix 2006 City ino B mar i of San e ' D etair Facilities an r Jec M. . ........::..::..:.::.:.:::::.:..;...::.:. ... . . .:...:. Project Title: Program: Project 7-C6 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering 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%. Contingency is included at 15% of construction costs. xx 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/turf) 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 7$106,870 PROPOSED 2006-07 2007-08 2008-09 2009-10 through EXPENDITURES Build-out Design/Inspection/Admmistration $0 $0 $0 $0 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $516,530 =$516,530 Potential Funding Sources: 259 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c). Ocwbet 2006 1 :......................:::::........ :::::.:. :.:::::::::::::::::::::.::.::: .:::::::::.:::::::::::::::::::::::.......................................... ;•,: ,: City o San an Be rnard lIIo i Detail 1 Project ll e 1 0 Master r Pan Pr J Project Title: Program: Project 7-C7 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-90 xxx Project Description: Construct a 4' x 5'6" TCC to 36" storm drain in easement from Warm Creek 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. 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/turf) 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 $485,270 $485,270 Land Acquisition/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 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,345,450 $2,345,450 Potential Funding Sources: 260 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c3' Offer,2W6,; City of San Bernardino ..... Master Facilities Plan Project J .... ...::::::::::.. ...:.......:.::.. Project Title: Program: Project 7-C8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-9I 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. 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/turf) 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 $30,930 $303930 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $149,510 $149,510 Potential Funding Sources: 261 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. City of San Bernardino ty ::::. Master Facilities Plan Project Detail .::. :....:........:..,,: s x................................ .. .::......: ;:.:..::.:::...... .:..... .:.. .. .... Tst.Project Tide: gram: Project 7-C9 rm 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 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. 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/turf)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 I Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $825,690 $825,690 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $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: 262 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. 6 o) City o f San Be rnardino Master Facilities Plan Project Detail >::;. Project Tide: Program: Project 7-C 10 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-93 Project Description: Construct a 42" storm drain in easement from East Creek channel to Grant Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $10,250 $10,250 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $34,170 $34,170 Contingency $0 $0 $0 $0 $5,130 $5,130 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $49,550 $49,550 Potential Funding Sources: 263 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (o) ikt.....2006 ...;....;.:.:..:..:.:..:.:.:..:.:..:.:.<..:.:.::.;.:..:.;.:.::.:.:..:.:;.:.;..:.:.:..:.;.:..;.:.:<..... .: .. of San Bernardino 11 Pan Detail Master Fac � >. Project Title: Program: Project 7-CI1 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-94 Project Description: This component is a 39" storm drain in Mill Street from Mt. Vernon to "J" Street. 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. 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/turf) 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 arun-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 througli 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 Equipment/Other $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. fc ^... Qctphct.20061; :>::::»::::::><:: :<;>:::>::::>:;::::<.<:::»::::>:::::;;..:::: >::::>::::>::::>::::>:<. City of San e X. Master r Fac ili t i es Plan Project D etail .... Project Title: Program: Project 7-C12 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-95 Project Description: Construct a 39" storm drain in easement from Lytle Creek to Mill Creek. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 2046-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/lnspection/Administration $0 $0 $0 $0 $44,160 $44,160 Land Acquisition/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 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. . i \�..:.\ . ..:...:..:::::.:::.. . .:., , . .. : : . ::: :.. . : : ::.::....:.. t n n C i o f San B Bernardino Maste r Facilities Plan an P r o J ec t D etas _. 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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-OS 2008-09 2009-JO through 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $113,000 $113,000 Potential Funding Sources: 266 j Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (r3.` ................ Oefisler Z00& i City of San Bernardino Master Facilities Plan Project Detail ff ..>::::..::::.:..:.::.:::....:.::::.......::::....:::::. Project Title: Program: Project 7-C 14 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-97 Project Description: 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%. Contingency is included at 15% 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/turf) 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/InspectionlAdministration $0 $0 $0 $0 $823,650 $823,650 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $2,745,510 $2,745,510 Contingency $0 $0 $0 $0 $411,830 $411,830 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $3,980,990 $3,980,990 .......... Potential 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. W ocudscr . ... City of San Bernardino .::.. Master i es Pl an Project Project Title: Program: Project 7-C 15 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-98 Project Description: 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 administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $2,929,480 $2,929,480 Potential Funding Sources: 268 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (r) t> .. _ ...:..:.::.. .: ...:. .......... . . ...:.... .:.:::.. i f Bernardino .................>:>::;:::::::.:.::::..:........::.. .. _. C o San rite rF ac ilii es an Pr oJ ec D eta> Project Title: Program: Project 7-C 16 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 arun-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 $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 Equipment/Other $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 Bernardino County Flood Control District. City of SanBe rna rd Bernardino ......... Plan anPro'ect Detail Fac>; <;:::»::>: Project Title: Program: Project 7-C 17 Storm Drainage Collection System Submitting 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $357,430 $357,430 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,191,430 $1,191,430 Contingency $0 $0 $0 $0 $178,710 $178,710 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,727,570 $1,727,570 ........ Potential 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. (r3 i ... OaoW,2006 City of San Bemardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-C 18 Storm Drainage Collection System Submitting 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. 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/turf) 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 DesignAnspecdon/Administration $0 $0 $0 $0 $108,440 $108,440 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 an Construction $0 $0 $0 $0 $361,480 $361,480 Contingency $0 $0 $0 $0 $54,220 $54,220 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $524,140 $524,140 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. (t3 October 2006.. ...... :.:>::;. f Bernardino :::: ::><;::::;:><>::»:• :.: i San Master r Fac ili i es Pl an Project D t ail ::::..............:. . .:..... Project Title: Program: Project 7-D1 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-102 Project Description: Construct 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% 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/turf)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 llnspection/Administration $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 EquipmentlOther $0 1 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $13,059,510 $13,059,510 >:. ....... . Potential Funding Sources: 272 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. c7i.tnhet 20UG :.. .......:..::. . City of San Bernardino :::: Master Facilities Plan Project Detail Project Tide: Program: Project 7-D2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-103 .:::: Project Description: Construct 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`70. Contingency is included at 15% 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/turf)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-OS 2008-09 2009-10 through all 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $1,555,940 $1,555,940 Potential Funding 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. Octbhct 2006 . City of San B e rnar d in o Master M Facilities : Plan Project Detail Project Title: Program. Project 7-D3 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-104 Project Description: Construct a 54" storm drain in Marshall Boulevard from "I" 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. Justification/Requirement for Project: X. 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/turf) 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 $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 EquipmendOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $302,310 $302,310 Potential 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. October,200& . City of San Bernardino - . . ..... ry :::::::::.:::::::::::::::::::::::::::::::;.:::.;....::. ................ ::>::::»::::........:....:..... Master Facilities Pl Pr D ................. ...::...;:.::.;:... J ._ _. ... . Project Tide: Program: Project 7-D4 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-105 Project Description: Construct a 42" storm drain in 31st Street from Lincoln Drive 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. 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/turf) 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/ Toral PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/lnspection/Administration $0 $0 $0 $0 $92,450 $92,450 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $308,170 $308,170 Contingency $0 $0 $0 $0 $46,230 $46,230 EquipmentlOdier $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $446,850 $446,850 ............... Potential 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. (c3 Ueuftr?OOG:?........ . : City ry of San B rna rdino .. . » : Master Facilities ac t><e Plan an Project Detail _.. .::.::.::. ..:.:::.. . :.:...:.::.:::.. Project Tide: Program: Project 7-D5 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-106 Project Description: 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. 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/turf)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/ Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through 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 Contingency $0 $0 $0 $0 $423,740 $423,740 Equipment/Other $0 $0 $0 1 $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 San76 Bernardino County Flood Control District. (r3 '! Ociohcl,2006 ......... ............. ............... ................... ............... ............... I....X................... . ............... ........ ............... . ................ I. ........... ...... .......... ..................... ............ .......... . ............. ... ........... ............ .......... ........ ....................... ......... .................... ........ . .................................... ............................ .......... ... ................ ..................... ................ ............ ........................ ........ ..... ....... .................. ......... ............I.......-................ ........... City of San Bernardino ... -............ ......... ...... ....................... ................... .................................................. .................................................................... . ............................. ........ ............. .... ............................................................................ ........... ............................ .. ......... .......... .......... .............................. ...... ...............%.............. ........... ........... .................1..... ­............ ... ........ ...........%..%..................................................... Master Facilities Plan Project Detail .......... ....................................... ...... ............... ........................... ........... ... .................... ............................. .............X.:. ............... ­'.­,.,.......�.....I.,.................. ...... .......................... ................................ . . .............. ............................................ ......................... .................. ............... ........................ .......... .......... .................. ................ ........... ....... . ........ . ......... ....... .............................. ................... ............... ....... ...... .............. ................... .................................... .......................... ..... ..... Project. Title: Program: ...... ....... Project 7-D6 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-107 ... ....... ........... ... ........................ ...................... ............ .................................................. ................... .......................... ............. ........ .......... Project Description: 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 30%. Contingency is included at 15% of construction costs. ....... ...... .... ....... ...... ....... ...... ....... ...... ....... ... ....... XX ...... ....... .... ....... ... ....... ..... ....... ...... ....... ....... ... 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/turf) 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 of 4-5 units to the net acre, have a run dwellings, at a density -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 t 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 $162,660 $162,660 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 ....... ... ....... ...... ....... .... Construction $0 $0 $0 $0 $542,210 $542,210 30 Contingency $0 $0 $0 $0 $81,330 $81,3 ...... ....... ... ....... Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 -$10 - $0 $786,200 $786,20 . ............ ......... ........ X ...................... .............. .... ........ .............................. ... . .. ..... ........... .............................. ........ ... ....... ...... Potential Funding Sources: Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the�77 Bernardino County Flood Control District. ....... 20U61 .............. 11.11 ......... ..11.11. . 1111.... .......... ......... ....... .......... ....... .....1.....1 . . .1..1 __1111 ... _. _ 1111................................................ ...................1.............-......................................... ......... . ......... 1 .111... .......... ......... . ........ ........... ........ ......... .......... .. ....... ._. .1111 1111 1111. ...11 ... ............................... .................. _... ............................_............._ .............._.1111._.. ................._................_............................._ ...................................._ ....... .......................... ........1......1.11............................._............ __ ......_............................._..................._........ .............._............................._.. ............... ...................._........_....__..............._.................. _..................._............._....................... _........_................................. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-D7 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-108 Project Description: 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. 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/turf) 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 arun-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. ;:::::.................. ..111..1 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 $616,080 $616,080 Land Acquisition/Right of Way $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 EquipmentJOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,977,710 $2,977,710 Potential Funding Sources: '7g Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the Bernardino County Flood Control District. O.:: October,2006 :... v:: ::.:..:::::.:•,: :::: :•: :::::::.. :::.......: ........ City of San Bernardino M ast er Facilities P1 Pr Project Detail _. Project Tide: Program: Project 7-D8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD_109 Project Description: Construct a 2'X 4' TCC storm drain in eaement from Lytle Creek wash to 16th Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $231,490 $231,490 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $771,640 $771,640 Contingency $0 $0 $0 $0 $115,750 $115,750 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,118,880 $1,118,880 Potential Funding Sources: q eS Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from th7arf Bernardino County Flood Control District. feI; OMa6er,2006 ...::.... ::::: : .....: ; City o f SB Bernar dino o Master Facilities Plan Pro'ect Detail '` . J Project Tide: Program: 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $1,207,670 $1,207,670 Land Acquisition/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 EquipmentJOther $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 recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (r3.i Octohatx X00&:... i ty o f San Be rna rin o Master Facilities Plan Pr 01 Detail J .... Project Title: Program: Project 7-D 10 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $213,230 $213,230 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $710,770 $710,770 Contingency $0 $0 $0 $0 $106,620 $106,620 EquipmentlOther $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 an Bernardino County Flood Control District. (cl Octab" 2006. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-D I 1 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-112 Project Description: Construct an I P X 6' reinforced concrete box strom drain from Junction Lytle Creek to Cajon Boulevard. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 Totes! PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $2,141,390 $2,141,390 Land Acquisition/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 EquipmentlOther $0 $0 $0 $0 $0 $0 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 ann2 Bernardino County Flood Control District. f d City ty o San Be rnar ino :.;>: t><:: ::; M t Deto it t< J ec; ;> Project Title: Program: Project 7-D 12 Storm Drainage Collection System Submitting Depart nent(s): Project No.: Engineering SD-113 Project Description: Construct a 36" storm drain in 9th Street from Wilson Street to Muscott. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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/Inspcction/Administrati on $0 $0 $0 $0 $47,770 $47,770 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $159,220 $159,220 Contingency $0 $0 $0 $0 $23,880 $23,880 ... EquipmentlOther $0 $0 $0 $0 $0 $0 ....... r<: TOTAL COST $0 $0 $0 $0 $230,870 $230,870 Potential Funding Sources: �Q� X. Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from tht 5§rl Bernardino County Flood Control District. City of San Be rnard 1 II O Master Detail' t De 1 Project Facilities Plan Pro :.:...:: Project Tide: Program: Project 7-D 13 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-114 xxx- 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 IS% 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/turf)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. x. 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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $9,274,570 $9,274,570 Potential Funding Sources: R4 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the En' Bernardino County Flood Control District. ......Z�R.. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-D 14 Storm Drainage Collection System Submitting 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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. "hard scape" 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-l0 through all EXPENDITURES Build-our 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 Contingency $0 $0 $0 $0 $166,650 $166,650 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,610,990 $1,610,990 Potential Funding Sources: $ Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the4an Bernardino County Flood Control District. Ootohcc ZOUG (2:. ..... ..... .... '. f :. City of San Bernardino ::.............::: : .: :::: . .....,,.::M Master Facilities Plan Pr o J ectDetil . .: .. . . .. Project Title: Program: Project 7-D 15 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 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. 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/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,344,830 $1,344,830 Potential Funding Sources: 286 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (>..: h°t 2006 ... .... >.:...........:::.................:.... City of Bernardino »..:.:.;;;:.::::.::. ty San .:..:::>::>::::>:<:::::>::>:::<............................ ' :: : ::: Master Facilities Pl Pr D '1 J Project Title: Program: Project 7-E1 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $179,120 $179,120 Land Acquisition/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 1 $0 $0 TOTAL COST $0 $0 SO $0 $865,750 $865,750 Potential Funding Sources: 287 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ' > .. . . . ` . City o f S B and i no: an . 'M rite r F ac ili Facilities Plan an Pr o J ect Detail Project Title: Program: Project 7-E2 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-118 Project Description: Construct a 4' X 3'6" to 4' X 4' TCC storm drain in Devore, north of the 1-15 Freeway ending at north of 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. 1ustiflication/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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Designllnspection/Administration $0 $0 $0 $0 $201,590 $201,590 Land Acquisition/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 Equipment/Other $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 Flood Control District. (4 ; Octohct,2006 Bernardino i no f e City o San m r �ect Detail P J o iii F ltes Plan r ac Proct Title: Progr am: a : Project 7-E3 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD_119 Pro%ect Description: 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. 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/turf) 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 a 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. 2010-1i Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,194,700 $1,194,700 Potential Funding Sources: 289 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. OcttS}SAt,�EJD6 ....;:.;.:...:.:.;::.;:.::. XX City of San Bernardino 1 Plan Project Detail Facilities Master ac an Project Title: Program: Project 7-E4 Storm Drainage Collection System Submitting Department(s): Project 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 administration has been added at 30%. Contingency is included at 150 of construction costs. lustiFcation/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/turf) 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 $288,950 $288,950 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $963,170 $963,170 Contingency $0 $0 $0 $0 $144,480 $144,480 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,396,600 $1,396,60 0 Potential Funding Sources: 290 " Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. <. I ......................................... .... ............................................................. •{.:`•^;.ii;s,.;.+;::iii}iiiiii::;:ii:;:i i;i iiii»iii::i:'i:•iii::�:»i::;•i::;iiiii: :+�.•iii`iii:tii::}::j4:i;:yv:n2:'{:;;>:;iy:;:i+ii:yY::>::::i:i:;;i;i::::iii:�::i::i:�:: M. l.+.:::::::::::::::::::::::.......::iv:iii:i'i:^.i4i}i::•i::4:4ii:.::..:;. City i of San Be rna rd ino X. a Fc ilities Plan Project ec t Detail Master r Project Title: Program: Project 7-E5 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-121 Project Description: Construct a 5' X 3'6" TCC storm drain west of Devore Road and east of Marion. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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. Esistecne ment: Project Timing: nardino engineering staff projections that are The timing of the capital construction or acquisition described herein, General Plan requirements was not included in the scope of this engagement. Thus all project costs default to the "Build-out" column. All cos ts are at nominal at current XXX 2006-07 dollar value. 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admmistration $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 Contingency $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 Potential 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. October.2006 t�) B ard ino i f San e City 0 rn Master Facilities Plan Project Detail J ... Project Title: Program: Project 7-E6 Storm Drainage Collection System Submitting Department(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% 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/turf) 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 Tithing: 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 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,349,200 $2,349,200 Potential Funding Sources: 292 Storm Drainage Development Impact Fees, General Fund recipts, 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-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. JustificationlRequirement 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/turf) 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 DesigalinspectionlAdministration $0 $0 $0 $0 $316,650 $316,650 Land AcquisitionlRight 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,530,490 $1,530,490 Potential 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. Qctobu 2006 -' :;:::::;r::;::;;:;::;;;;;;;;;;;;;;;;:;:;:..: f . i f C o an Bern ino ................................... S and M Master rite Facilities Plan Project Detail J ...... .. .... ..... Project Title: Program: Project 7-E8 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-124 Project Description: Construct a 50' X 8'6" to 20' X 8' storm drain easement between southwest of Barstow Freeway and ending in Cable Canyon. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $28,930,950 $28,930,950 Potential Funding Sources: 294 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. . ................................................. .......... ........... :'. : ... .-- ::X1,.. ......................... ...... ...... x .... .......... ................. ....... ......:::... x ............%....::::%" : %.`..,.,.,.`..':: . ... .................. ............................ .......... ..............*..........* ............ .............. ......I .................................................... ............................... .................... ... ..................... ........... .............................. ............................. ......................................... ...... ........*................. ......... ................ .. ........ ..................... ......... .......% ................................................... ............. . ...... . . ................................. .............. ..... ..... .............. ................................ .................................. City of San Bemardino . ....*......... .................. ......... ................................ ....................... .. .... ... ... .... ......................... ..................... ...... ............. .............. ........................................................................ ............................................... ............ :::::::: Master Facilities Plan Project Detail ....... ................. .............................................I...- .................................. ......................................................................... .......................... ........................................11................................. ............__­................... .............................. ............................................................ .......... ............................ ....... ...................... ......................................................................... ................ ................__......... ...... ... .__....... ................ ............. ............................................................ ......................................... .................. ........................ ............... ...................................................................................................................... .............................. ................ .......................... ................................................................ ............ .................:............I................................ .................. .......................................... .......... ....................................... ............................ Project Title: Program: ....... ....... Project 7-E8A Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-125 ...................... .............. ................ ............. .......... ........ Project Description: Construct a 8' X 4'6" to 8­6" TCC storm drain in easement east of debris basin in Cable Canyon. Project administration, consisting of engineering, construction management and contract administration has been added at 30 Contingency is included at 15% of construction costs. JustificationlRequirement 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years D esignlInspecti onlA dministra tion $0 $0 $0 $0 $141,880 $141,880 Land Acquisition/Right 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $685,750 $685,750 .............- Potential 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. .............. .......- ................................. .................... ............... ... ....... City of San Bernardino .. .. Master Facilities Plan Project Detail . . Project Title: Program: Project 7-E9 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-126 Project Description: Construct a 2'X 3'6" TCC storm drain in easement north of Myers Road. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $126,360 $126,360 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $421,190 $421,190 Contingency $0 $0 $0 $0 $63,180 $63,180 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $610,730 1 $610,730 ... .. ... ... .. ... .. .... .. .. Potential Funding Sources: 296 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ...i. Ektotier,D006 .ate. 444. .. ................... � -' .......................• •• ':is J:•iiiiiiiiiii;viii?i:4})}ii-: iiii.:::::•::iiii:.................................... City of San Bernardino �Y Master Facilities Plan Project Detail :::;::................ .. Project Title: Program: Project 7-E 10 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%. Contingency is included at 15% 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/turf) 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 through all EXPENDITURES Build-out Years Design/Inspection/Administration $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 Equipment/Other $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. i of San arin o :.;:. : : ::> :<:<:::> ::: Master Facilities Plan Project Detail >: Project Title: Program: Project 7-EI I Storm Drainage Collection System Submitting 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%. 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/turf) 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 arun-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 $574,600 $574,600 Land 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST - $0 $0 $0 $0 $2,777,230 $2,777,230 .. .. ..... .... Potential Funding Sources: 298 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (3.: i3rtW.. SE106 ............. .. ................................. ......;;::;:r,::;:: :**..%::.:. :::: :a:;;.;;:<.;;;:.�........................... .................... .... X.X`,:�:.:X,X::,:.: **** -- -" - .. ... - -- ............. .................. ...... ....... ........ ...... ........ .............. X.: . ............. ........ .............. .. .... ......... .... . ............................. ................ ................ ................. ....... ............... ...:.............. ...... ..... ...... ........................... ..... ...... ..... X X City of San Bernardino ..... .. ................ ........... ....... ... ......................... .. .......-............................ ................. . .............................................. ....... ................ ................_.............. .............. ....... .. ...................... .............. ......................... X.,". Master Facilities Plan Pro ect Detail .. ...... ............. ........ ....... .................. ................... .. ........ ...................... ............................... ................. ... ...... ........ ............... ...........-......... .... ... ...... .... ....... .......................... ...... ............................ ............... ................... ....... ............. ... ................. ..................... .......... ........... ............................. Project Title: Program ....... ...... xX..:., Project 7-E 12 Storm Drainage Collection System ...... ...... Submitting Department(s): Pro ...... ./cc t 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 15% 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/turf)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 X 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $65,680 $65,680 Land Acquisition/Right of Way $0 $0 ....... $0 $0 $0 $0 ..... Construction $0 $0 $0 $0 $218,940 $218,940 ...... ..... Contingency $0 $0 $0 $0 $32,840 $32,840 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $317,460 $317,460 .......... ... ............. Potential Funding Sources: 299� ...... ..... ....... ....... Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. ...... ..... .... ....... ....... . .. ...... ...... .... ....... W .. .......... City of San Bernardino Master Facilities Plan Project Detail ... Project Tide: Program: Project 7-E13 Storm Drainage Collection System Submitting 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 administration has been added at 30g'o. 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. 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/turf)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/lnspection/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: 300 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (rI .. ;: f�oWi6t SOU& City of San Bemardino .... ;::::::. :::......... :::. ......... ::..::..... ::.....:::.::.::::::::: .:.:;::>::>::: ::::::::::::::.::.:..: ::::::.:::.::.::............................ Master Facilities Plan Pro ect Detail Project Tide: Program: Project 7-E 14 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% 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/turf) 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-OS 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $913,860 $913,860 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $3,046,200 $3,046,200 Contingency $0 $0 $0 $0 $456,930 $456,930 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $4,416,990 $4,416,990 Potential Funding Sources: 301 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (a3 October,2006 ? ... :::...y::..:....:..:..:..:.:.. }✓Y..x.....::::::L:4:G::^:•is4:4:•::0:::.{^::y::4::•i::L:^i::w::i::•::::::::::::::•::::::.......:......:::::::::.. :::::. ::i::i;;...v.ii::i:+:.., ..ii:: :v::Gi i:.:v:v}}}i:ii;i}:is-.:v4:iiii:•i%4i}.............:;... .........;..:....:.?...... ...:.... ....:y::::is Y.:'i:i::............... yy:j:::;•.:.:'.'ii:iiiirji}::iiii:!$!iij::;::ii t:^:is..... .....'.:'.. . . . .....: C 1 o f San B Bernardino ......: ::;::: :::::: :>:...... ` ... .>;:::::::: :..:>: '>.: ................................................ .:.:: . .: Master Facilities ln Project i 1: ..:: .. . :M Project Title: Program: Project 7-E14A Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-132 Project Description: Construct a 42" storm drain in easement of Grant boundary. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $99,630 $99,630 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $332,110 $332,110 XXX Contingency $0 $0 $0 $0 $49,820 $49,820 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $481,560 $481,560 Potential 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. fcl. Octn6er,2006 City of San Bernardino Master Facilities Plan Project Detail .... .... . . .. Project Title: Program: Project 7-E15 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-133 Project Description: Construct a 30" storm drain in Belmont Avenue from Olive Avenue to Kendall Drive. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 arun-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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through 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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $682,070 $682,070 Potential Funding Sources: 303 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (3 Octow,2006 Ci ty oaenarno Master Facilities Plan Pro ect De 1 ....«::..........>:::<....:... tai J _.. ..: ... ... . ..:..... ... . . Project Title: Program: Project 7-E16 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-134 Project Description: Construct a 36" storm drain in Irvington Avenue between Lytle Creek pipeline to Walnut Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 through all EXPENDITURES Build-out Years DesignAnspection/A dm=stration $0 $0 $0 $0 $179,700 $179,700 I Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $599,000 $599,000 Contingency $0 $0 $0 $0 $89,850 $89,850 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 1 $868,550 1 $868,550 Potential Funding Sources: 304 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. f°I Getob",2006 ............................ .. ........... .. . .. .*... . . .. .. ........................ ........ ......`....... ...................... ...... ......... ...... . .... .. .. . .... . ...-.......................... ..... ................ .................. .................. . . .. ................ . . ......... ... .............................. .......................... ....... .............. . .... ..... .... .. .. ..... . .. ............................... ......-I..,.......... .............. ............. . .. ..I... . ..... . ... ........ . ................................. ............... ............. . .... .. ....... .. .. . . .. ... _.­....I...... ..................... ........ ................... ........ ......... . ..... ..... ...... ............ ............... ....... . .....- ..... . .... .... . ......... .......... ....... ........ 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City of San Bernardino .................. ......... ..........-. ...................................... ......... ...... ..... ....... .............. 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Master Facilities Plan Project Detail .................................-.........­..............1............. ...............I...............................-............ ............................. ...._........................... ........... ... ................... . ..... .......................................................... .......... ..................................__........... .................................-....-......... ...................................... ............ ....... ........... .................................... .................. ................. ......... ....... ................... ................................................................... ........................ ............ .............................................................................................. .............................-1.­-.1...I...-..................... .................... ............................................................................................. ............-.......... .................­................... ­­I ........-. ..... ................................__......................................................................­­­­­..­..... ................__................................ .-........ ............ -.......I..............­............................................................................... ......................... ...........-..........I.....I——......­...­......... ................................................................................................................I...''....11................I........................................ ......._...... ................................... ....... ..............-......................................................­............................ ..................................... .................... Project Title: Program: -E 17 ....... Project 7 Storm Drainage Collection System ....... Submitting Department(s): Project No.: Engineering SD-135 ..... ....... .......... ............................... . ....... ........... ................... ...... .......................................... .............................. ................. ........... .............................. ..................................................................:::::::.................. ................ ................... .......I...... ..................... ................................................................................................................................... Project Description: This component is a 4' X 4' TCC storm drain in an easement north and south of Pine Street. 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. 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/turf) 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: .1e 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 Desi,-nllnspectionlAdministration $0 $0 $0 $0 $308,400 $308,400 Land Acquisition/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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $ $0 $1,490,600 $1,490,6001 ............ ............................ ........... ....................... ............ .... .............. ........... 1''..,............... ............................ .............................. .................... ...... .... Potential Funding ources: 9 305 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 rite Facilities Plan Project Detail .. .... Project Tide: Program: Project 7-E18 Storm Drainage Collection System Submitting 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%. Contingency is included at 15`Y 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/turf)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.XX 2010-1I Total PROPOSED 2006-07 2007-08 2008-09 2009-10 dirough all EXPENDITURES ...Build-out Years Designllnspection/Administration $0 $0 $0 $0 $146,750 $146,750 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 x. Construction $0 $0 $0 $0 $489,160 $489,160 Contingency $0 $0 $0 $0 $73,370 $73,370 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $709,280 $709,280 Potential 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. ' City of San Bemardino, ... Master Facilities Plan Project Detail Project 7-E19 Storm Drainage Collection System Submitting Department(s): Engineering SD-137 Proiect Description: Construct a 39" storm drain in Pennsylvania Avenue ending at Devil Canyon. Project administration, consisting of engineering, construction m agement and contract administration has been added at 30%. Contingency is included at 15% of construction costs. an JustificationlRequirement 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/turf) 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 g Project: Consequences of Not Completing 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 Total PROPOSED 2006-07 2007-08 2008-09 2009 through all EXPENDITURES Build-out Years DesignIInspectionlAdministration $0 $0 $0 $0 $200,500 $200,500 Land AcquisitionlRight of Way $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $668,320 EquipmentlOther $0 $0 $0 $0 $0 TOTAL COST $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. m City of San Bernardino Master Facilities Plan Project Detail ... Project Title: 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 included at 15% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Admiaistration $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 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,982,110 $2,982,110 Potential Funding Sources: 30$ Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (t3 Ootobtt 2006 !! , City of San Bernardino . . . Pr 'ect Detail :: ...... :.::::.:: ::;::::>::::>:::<::<:::>.:::.::::::::::: :::.................: Master Fac>ll;<t>les Plan o _ X. J ........... . .................... ... . ... Project Title: Program: Project 7-E21 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-139 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 administration has been added at 30%. Contingency is included at 15% 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/turf) 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. "hardsca e" 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 $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 Potential Funding Sources: 309 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c3 ; ocwhcr,2006 .::::.., ... City of San Bernardino ry .............. as to r ac ili i es Plan Project Detail: Project Title: Program: Project 7-E22 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-140 Project Description: Construct a 36" storm drain in Kendall Drive north of Devil Creek Diversion. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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: X. 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 Tote! 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $651,860 $651,860 Potential Funding Sources: 310 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (e3 - .. . . City of San Bernardino in e and . .. .... .... ty 0 Master F ac ilit i es Plan Project Detail Project Title: Program: Project 7-E23 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-141 Project Description: Construct a 75" to 54" storm drain in Bronson Street and Gray Street north of Devil Creek Diversion. Project administration, consisting of engineering, construction management and contract administration has been added at 30`7. Contingency is included at 15% 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/turf)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 Tuning: 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/Ins pecGon/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 EquipmentJOther $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-governmental grants and possibly some support from the San Bernardino County Flood Control District. (a3 October,2006 ... ........... .......... ...... ........ ......... ............. City of San Bernardino Master Facilities Plan Project Detail _. Project Title: Program: Project 7-E24 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-142 Project Description: Construct a 63"to 39" storm drain in easement and Vermont Street between Cajon-Lytle Creek wash and 2nd Avenue. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 $556,610 $556,610 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,855,350 $1,855,350 Contingency $0 $0 $0 $0 $278,300 $278,300 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $2,690,260 $2,690,260 Potential Funding 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. <. t)cio6ct 2006 !! :>:>:>;::>: : : : ; ::::: :; : ::: : ::: ...... 1 f San B n ; : < : :::.::: :. ... . : :. . . :::: : :;:::::::::::::: ..... .... .:: : :: : :: :::: ::>::>::>:: :::::: : : ;: : ::: :::::: ::::::::: :: .......:.:..::.::.;;.:;:::.:.:M ante r Facilities Plan Pr o ect Detail ;:> . . : ............. . X. Project Title: Program: Project 7-E25 Storm Drainage Collection System Submitting 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 administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 $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 recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (�) octaxt 2006 City of San Bemardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-E26A Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-144 Project Description: Construct a 36" storm drain in College Avenue west of State College Parkway. Project administration, 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/turf) 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 $91,960 $91,960 Land Acquisition/Right 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $444,460 $444,460 Potential 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. 2006 .. ........; : ... City of San Bernardino ...........:... . Master Facilities Plan Project Detail J ........ ........... Project Title: Program: Project 7-E26B Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-145 Project Description: Construct a 42" storm drain off of State College Parkway. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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. XX 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 2048-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $18,950 $18,950 Land AcquisitionIftht 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $91,570 $91,570 Potential Funding Sources: 315 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. f •:iii::'"xix"':•.r Y.. .................................:........................................... ... City of San Bernardino . ..:::.:::.. Master Facilities Plan Pro ec D it J t eta __.... g Project Title: Pro tam: 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 30%. Contingency is included at 15% 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/turf) 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. xM 2010-11 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES -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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $56,260 $56,260 Potential Funding Sources: 316 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c< October,20 06 City of San Bernardino Master Facilities Plan Project Detail Project Tide: Program: Project 7-E27 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-147 Project Description: Construct a 90"to 63" storm drain in Duffy Street between Ogden Street and joining with Topeka. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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-our Years Design/Inspection/Administration $0 $0 $0 $0 $547,070 $547,070 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $1,823,550 $1,823,550 Contingency $0 $0 $0 $0 $273,530 $273,530 EquipmentlOther $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. October,2006 ry 1 .............................. of San Bernardino din 0 Master Facilities Plan an J Pr 'ect Detail 0 ' 1 e Project Title: Program. Project 7-E28 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-148 Project Description: Construct a 25' X 7' to 90" storm drain in Lytle Creek wash-easement along to Duffy Street between Lytle Creek wash and north of Ogden Street. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 FX Design/InspectionlAdministration $0 $0 $0 $0 $1,673,460 $1,673,460 Land AcquisitionlRightof Way $0 $0 $0 $0 $0 $0 X. Construction $0 $0 $0 $0 $5,578,190 $5,578,190 Contingency $0 $0 $0 $0 $836,730 $836,730 EquipmentlOther $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $8,088,380 $8,088,380 Potential Funding Sources: 318 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. X.(r3 itch f 2006 City of San Bernardino Master Facilities t es Pl Project ect D eta' 1 . Project Title: Program: Project 7-E29 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-149 ........ Project Description: Construct a 30'X 6'6" TCC to 6' X 5' TCC storm drain in an easement from Lytle Creek to west of the Devore Freeway. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf)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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $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 Equipment/Other $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. Ocio6cr ZU04 ............:::.:.::::::::::... :.:::::::.................:......:..:. City of B ty San a in : :::::>::>::>:.:::::>::»:> <:: ::><:»::::>::::>::::>:<::::::::<::<>:>::: M ante r Facilities Plan Project etas ...... _. : :. .... Project Tide: Program: Project 7-E30 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering SD-150 Project Description: 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 administration, 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/turf) 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 -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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,472,120 $1,472,120 Potential Funding Sources: 320 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. (c3 .: ... :.. : Octahcr,2006 i ..... .. .... ...... .......... ..: . City o B e nard>no Master Facilities P 1 an Pr o J ect Detail:: : : .: .. .... ....:... Project Title: Program: Project 7-E31 Storm Drainage Collection System Submitting 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 Lytle Creek wash. Project administration, consisting of engineering, construction management and contract administration has been added at 30%. Contingency is included at 15% 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 jamount of development which in turn decreases the amount of pervious(i.e. dirt/turf)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 $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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $471,840 $471,840 Potential 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) .:. ..:... Oototticr X006 .......::::::....,,.::::::::::::::. ........ :�::::i:�`:':�:::':iii ^iiiiii`i:fi: :i::i:: ii:<:::::>i::i::ii:«:::i:: is>::<:::;::i::i::i::i::i::i::i;:: City f :: i::i<:<:>::i<::::::<:::i::i::i<:i::i:, ...i:::i<i::i::i::::i::::: o San Bernar in ty d o Master > es Pl eta Project Title: Program: Project 7-E32 Storm Drainage Collection System Submitting Department(s): Project 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. 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/turf) 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 $127,140 $127,140 Land 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 EquipmentlOther $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 District. (`l:. October.2006 7 77:777:77 R. ...:.::.::.:::: :.;:.;:.;: .. City of San Bernardino Master Facilities Plan Project Detail Project Title: Program: Project 7-E33 Storm Drainage Collection System Submitting Department(s): Project No.: Engineering 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% 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/turf) 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $205,990 $205,990 Land Acquisition/Right of Way $0 $0 $0 $0 $0 $0 Construction $0 $0 $0 $0 $686,630 $686,630 Contingency $0 $0 $0 $0 $102,990 $102,990 EquipmentlOther $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. L ; . ...........:.:::::::.:...::....:..::::::.::.:.:::::::..`.::. : : ....:.:i:i:.i:i:i:; i:' .: : . : :. i � W : 4........... : .. ... ::.:..:.::.i%.:.;..;.:.l.:....C. :.. • City of San Bernardino Master Facilities Plan Project Detail L Project Tide: Program: Project 7-E34 Storm Drainage Collection System Submitting 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 administration, consisting of engineering,construction management and contract administration has been added at 30%. Contingency is included at 15% 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/turf) 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 dwell ings, 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 Total PROPOSED 2006-07 2007-08 2008-09 2009-10 through all EXPENDITURES Build-out Years Design/Inspection/Administration $0 $0 $0 $0 $296,790 $296,790 Land 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 Equipment/Other $0 $0 $0 $0 $0 $0 TOTAL COST $0 $0 $0 $0 $1,434,490 $1,434,490 _. Potential Funding Sources: 324 Storm Drainage Development Impact Fees, General Fund recipts, inter-governmental grants and possibly some support from the San Bernardino County Flood Control District. 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