HomeMy WebLinkAbout1998-240 Awarding Contract to Avila Construction for Street Improvements at E and Kendall
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BOUND DOCUMENT
RESOLUTION NO. 98-240
RESOLUTION OF THE MAYOR AND COMMON COUNCIL 01' THE CITY OF SAN
BERNARDINO AWARDING A CONTRACT TO AVILA CONSTRUCTION, INC. FOR
STREET IMPROVEMENTS AT "E" STREET/KENDALL DRIVE PROM 36TH TO "H"
STREETS PER PLAN NO. 9780.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF
SAN BERNARDINO AS FOLLOWS:
SECTION 1. AVILA CONSTRUCTION, INC. is the lowest responsible
bidder for: STREET IMPROVEMENTS AT "E" STREET/KENDALL DRIVE FROM
36TH STREET TO "H" STREET per Plan No. 9780. A contract is awarded
accordingly to said bidder in a total amount of $303,933.30, but
such award shall be effective only upon being fully executed by
both parties. All other bids, therefore, are hereby rejected. The
Mayor is hereby authorized and directed to execute said contract on
13 behalf of the City; a copy of the contract is on file in the office
14 of the City Clerk and incorporated herein by reference as fully as
15 though set forth at length.
16 SECTION 2. This contract and any amendment or modifications
17 thereto shall not take effect or become operative until fully
18 signed and executed by the parties and no party shall be obligated
19 hereunder until the time of such full execution.
No oral
20 agreements, amendments, modifications or waivers are intended or
21 authorized and shall not be implied from any act or course of
22 conduct of any party.
23 SECTION 3. This resolution is rescinded if the parties to the
24 contract fail to execute it within sixty (60) days of the passage
25 of this resolution.
26 ///
27 / / /
28 ///
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98-240
. .
. 4
1
FOR
2 "B"
3
RESOLUTION. . .AWARDING A CONTRACT TO AVILA CONSTRUCTION, INC.
STREET IMPROVEMENTS AT "E" STREET/KENDALL DRIVE PROM 36TH TO
STREETS PER PLAN NO. 9780.
I HEREBY CERTIFY that the foregoing Resolution was duly
4 adopted by the Mayor and Common Council of the City of San
5 Bernardino at a
regular
meeting thereof, held on the
6 17th day of AUQust , 1998, by the following vote, to wit:
7
Council Members: AYES NAYS ABSTAIN ABSENT
8
ESTRADA x
9
LIEN x
10
ARIAS x
11
SCHNETZ x
12
DEVLIN x
13
ANDERSON x
14
MILLER x
15
16
17
18
19 of
20
21
22
Ci~~
The foregoing ordinance is hereby approved this /'l.hv day
August
, 1998.
23 Approved as to form
and legal content:
24
JAMES F. PENMAN,
25 City Attorney
26 By: 1~~
27
28
~L..-
Valles, Mayor
San Bernardino
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08/17/1998
Item U3
Res 98-240
alDI~AL
FILE NO. 1. 7050
ACCT. NO. 129-367-5504-7050
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 9780
I'OR
STREET IMPROVEMENTS
AT
"E" STREET/KENDALL DRIVE
PROM
36TH STREET TO "H" STREET
DIVISION OF ENGINEERING
DEPARTMENT OF PUBLIC WORKS
CITY OF SAN BERNARDINO
JUNE, 1998
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON
AUGUST 11
, 1998
EXf+18rr \\/\ff
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~8 240
Engineer's Estimate $ 311.060.00
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the city of San Bernardino will
receive bids for proposals for:
STREET IMPROVEMENTS
AT
"E" STREET/ltENDALL DRIVE
PROM
36TH STREET TO "H" STREET
in accordance with special provision No. 9780 on file in the
Office of the city Engineer, Third Floor, San Bernardino City Hall.
Deliver all bids to the city Engineer's Office, Third Floor, city
Hall, 300 North liD" street, San Bernardino, California, with the
specification title and number clearly marked on the outside of the
envelope.
Said bids or proposals will be received up to the hour of 2:00
p.m., on August 11 , 1998, at which time all of said bids or
proposals will be publicly opened, and examined and declared in the
City Engineer's Conference Room, Third Floor, city Hall.
No bid will be received unless it is made on a proposal form
furnished by the city. All bids or proposals shall be signed,
sealed and accompanied by cash, cashier' check, certified check or
bid bond made payable to the city of San Bernardino, in the amount
of ten percent (10%) of the bid. Such cash, check or bond shall be
given as a guarantee that the bidder will enter into the contract
if awarded to him. In the event the bidder refuses to execute said
contract, the use by the public of the improvements will be de-
layed, and the public will suffer great damage. From the nature of
the case, it would be extremely difficult and impractical to fix
said amount of damages. Therefore, the city and the bidder agree
that the above sum of 10% percent shall be paid to the city upon
the condition above set forth as liquidated damages and not as a
forfeiture. All bonds furnished pursuant to this notice must be
underwritten by a surety company having a rating in Best's most
recent Insurance Guide of "A" or better.
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83 240
Pursuant to law, the Mayor and the Common Council of the City of
San Bernardino, by Resolution No. 90-358 and any and all amendments
thereto which are hereby referred to and made a part thereof by
references as fully as though set at length herein, have
ascertained and determined the general prevailing rate per diem
wages, and of per diem wages for legal holidays and overtime work
for each craft or type work of workman needed in the execution of
contracts under jurisdiction of said Mayor and Common Council.
Said prevailing rates of wages shall conform to " General
Prevailing Wage Determination made by the Director of Industrial
Relations", filed in the office of city Clerk, which are made a
part of said Resolution No. 90-358 and amendments thereto.
The Contractor may substitute securities for any monies withheld by
the Agency to ensure performance under the contract as provided for
in Section 22300 of California Government Code and Section 10263 of
the California Public Contract Code.
It shall be mandatory upon the Contractor to whom the contract is
awarded and upon any sub-contractor under him to pay not less than
specified rates to all laborers, workmen, and mechanics employed by
them in the execution of the contract, and to prevent discrimin-
ation in the employment of persons because of race, creed, color,
or national origin, as set forth in the provisions of Resolution
No. 7414 of the Mayor and Common Council of the City of San Bernar-
dino.
The Contractor shall possess a Class "A" License or other
ADDroDriate License at the time the contract is awarded. The
prime Contractor shall perform, with his own organization, contract
work amounting to at least 35 percent of the contract price.
A Pre-Bid Meeting will be held on Mondav , AIJ~IJ<;t 3 lqqR ,
at 2: 00 P. M , , at the office of the Director of Public
Works/City Engineer, city Hall, Third Floor, 300 North "D" Street,
San Bernardino, CA 92418. This meeting is to inform bidders of
MBEs/WBEs subcontracting and material supply opportunities, and to
make the prime Contractor aware of the City'S outreach program as
it relates to minority hiring and participation. Bidder's
attendance at this meeting is recommended, but the prime may
certify that they are familiar with the program and attendance is
not required. Attendance and/or certification may be used as part
of the good faith effort.
The City of San Bernardino reserves the right to waive any
informalities or inconsequential deviations from contract
Specifications, or to reject any and all bids.
No bidder may withdraw his bid within
date of bid opening.
45
working days from the
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;)8 240
Plans and Specifications may be obtained from the city Engineer's
Office, third floor, City Hall, 300 N. liD" street, San Bernardino,
California 92418, upon a non-refundable payment of S 25.00
for each set.
CITY OF SAN BERNARDINO
i: / 7 11~ / Jh /J .
J ,J./fJd c/f,2'i. J;-J}.u..,~Di/).J,../
j RACHEL CLARK.I I' ':./
city Clerk (7-Pr~5
NOTICB TO ADVERTISE
SPECIFICATION NO. 9780
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE 7/16/98 and 7/21/98
SECOND PUBLICATION FIVE DAYS LATER
SIGNATURE
DATE
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240
PROPOSAL FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO
The undersigned declares that he has carefully examined the
location of the proposed work, that he has examined the Plan and
read the accompanying instructions to bidders and hereby proposes
to furnish any and all required labor, materials, transportation
and service for the
STREET IMPROVEMENTS
AT
"E" STREET/ltENDALL DRIVE
FROM
36TH STREET TO "H" STREET
in strict conformity with Plans and Special provisions No. 9780.
city of San Bernardino, Department of Public Works, and also in
accordance with Standard Specifications for Public Works
Construction, 1997 Edition. Undersigned proposes and agrees if
this proposal is accepted, that he will contract with the city of
San Bernardino, in the form of the copy of the contract annexed
hereto, to provide all necessary machinery, tools, apparatus and
other means of maintenance, and to do all the work and furnish all
the materials specified in the contract, in the manner and time
therein prescribed, and that he will take in full payment therefor
the following unit prices or lump sum prices, to-wit:
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:JS 240
ITEM OUANTITY
1. 1
UNIT
L.S.
BID SCHEDULE
PLAN NO. 9780
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
Mobilization
Sum price of
/~",$"#)
/-} ^" lJ 1J<l
at the Lump
;r;;?//1/?$
Z> <? L.?o "z$'
~.e.-.h/y:...<.:
L.S.
60
$30c/o-
/
o<J
/lJeoo-
2. 1
L.S.
L.S.
Traffic Control at the
Lump Sum price of Na~
~U1A-....1\ 'l>~~~Le;r~ /r1v-t) ,...-e
C~">
t/ c/6 .# 0
tud6 - as ~ CO<:! f':-
3. 1
4. 1,860
L.S.
C.Y.
Clearing and Grubbing at L.S.
the Lump Sum price of
7..._ _1/ >>I/.IP 7//d..sq",o '"
~JlT ,1/::-;)11,:0 ~'PN 11 a ~Y'l ~
_NO . _ t.,,~.1 _""D/ 1;
13r JHT," CJ;~),"-S
Unclassified Excavation, at
77//?E.8 f)~LL.~/?f /1,IVD.
P" Pry C Gr-l'<s ,f S.3JJ
per CU. YD.
9 tr3f?!..
/
00
It c: (;,-/0-
j
5. 2,696
C.Y.
Unclassified Fill, at 7Oco('
iJoLLor-r J9,v {J Ni ,t,.7v
F/ --- C..R.r>-7'--;; - $;J; ~ 11/33"15' 2. ()
per C.Y. /
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38 240
ITEM OUANTITY
6. 2,625
7. 2,207
8. 172
9. 258
UNIT
TONS
TONS
L.F.
L.F.
BID SCHEDULE
PLAN NO. 9780
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
Asphalt Concrete Pavement
(Thickness varies 1.00"-3.50")
including overlay, Feather
2' Minimum, Adjusting
Manhole Frames and Covers
and Water Valve Covers to
Grade, at -rwLJJ7"v .s IX
~ "-La ~<;. /7 /Vi> ''/IN .e.)..'Iy
C~~'Is R:2t.J81J ~g' 77S~
per TON /
Aggregate Base, Class II, at
-rw8 Lve Do"-L6';t:5
/:? /t/ lJ ,.v C> c-"- ","7'$"
-1'2 0 cJ
per TONS I .-
Construct Retaining Wall of
Various Heights between
3.00' and 5.50', at T'cJ<<IlTV
lJo.?Lor-s i")/VD ~ C.LIV-r;
.<tV. cC>
Yf' -$to-
per LIN. FT.
Construct Retaining Wall of
Various Heights between "
5.50' and 7.50', at t=,q#ZV
/JoLt:-" h.$ -9,vf) )J" C:; ,v)',o; 0
if80 <2-
per LIN. FT.
.t::u -98~~
:.J
J t g 80 ~
'j
1t2C)l"/O~
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" ,-.
..d)
240
ITEM OUANTITY
10. 220
11. 4,246
12. 263
13. 14,648
14. 240
UNIT
L.F.
L.F.
L.F.
S.F.
S.F.
BID SCHEDULE
PLAN NO. 9780
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
Construct Retaining Wall of
Various Heights between ' .
7.50' and 9.50', at EtrJlty'
J)6.LLc".,> R;r.-l>)..>o /-
c~ ",-,..." . /-J 00
JJI8tJ -
per LIN. FT.
Construct P.C.C. Curb and
Gutter, Type "B", at 5'/)(
/)0 .L J....olP S' /7,.,0 tVI '" 7'v
,
c-' "-', ("
1/ 'i'{)
per LIN. FT. (.-
Construct P.C.C. CUrb and
Gutter, per Caltrans Standard,
Type A2-8, at 5'1)( /)<3JL<;~5
/:) ND N'jI..,7..." C".A/-"S'.
~
. ''16
per LIN. FT. ~ (, -
Construct P.C.C. Sidewalk,
at 6pE DOLt..04- /'7,</1)
P/l7'".., C~A/7'5.
"
II!~
per SQ. FT.
Construct P.C.C. Residential
Driveway Approach, at
"7/-7/1EF D O-<.Lo/l5 8/"0
FI FJ-,'/ " -e /V / :5 . sC?
$13 -
per SQ. FT.
00
It /7, /otY-
y
111'12971/0
/
1/1 SI'IlE
J
il1/J 5tJ7 ~
'/
oQ
i81fo .,--
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~6 24(1
ITEM OUANTITY
15. 1
16. 1
17. 150
18. 382
19. 15
UNIT
L.S.
L.S.
L.F.
L.F.
EACH
BID SCHEDULE
PLAN NO. 9780
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
Brick and Mortar Plug exist- L.S.
ing Storm Drain Pipe at the
Lump Sum price of F/ V'''<-
Ht..<-/Vf) NE D HI..) Z> F/ F-r~. ~ d2
,(Jo,?u:;t-s R~D /Vo C"";75' i! $,Z))6 ./is' S6
Install street Lighting
System, including All
Appurtenant Facilities, as
Called for on the Plans and
Special provisions at the
L~~ Sum price of
)A?v rl"~ /#o,-<s'/11vTl
/
f) tJ ,L L. t> /? S /)/V/) /0)0 c-e~
L.S.
q,~' o:!-
;(I3So""" - $360'0<>-
/ /
Install 6.00' Tubular Fence,
at -rwf'I.A.?/v Do L,Lo~j
AND ;v~' c"'-/V/5.
i (JD
per LIN. FT. ,2 () ,-
Rail , at
lloL."- Ne~
Install Hand
F/rTe..-;J
/!II'VD N~ C-<--/4--Y'"')
I/)~~
per LIN. FT.
Install Roadside Sign on
single Post, at OJV' E
#~/<-,f)FlE/) IY N D p, y-e
DoL-i._C."'?"" RJf/f) No c..,/,.y~ -<1/05&
per EACH
00
J Jt!"o ~
00
It !; 730'-
/
11/ S' 7~-03.
/
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n 240
ITEM OUANTITY UNIT
20.
8
EACH
21.
1
EACH
22.
250
L.F.
BID SCHEDULE
PLAN NO. 9780
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
Install Roadside sign on
Existing/New Street Light
Pole, at S:-<--v~1/ p,;,-<-
J ~ n r
no J.A,.. d ~s /7 vb )./"
c"".~ 1I'75o.E
per EACH
Relocate Existing Roadside
Sign on single Post, at ___
rJ! N ;:::? 1/4- ""JJ I? E' 0 lbkkr5
.&7,)V2J jJ D C:::cL;VY-S
j,t cJ "
Jltt5tJ .~
dY.".O 00
!7/~o- )'/00 .0--
per EACH
Construct 6" A.C. Dike, at
5/x' /JC.J.L(JI'!S /'lft/'D
P / F7;V ('.L.~k
per LIN. FT. 11 1.'jE
$/ t :JS eE
'Y
23. 1 EACH
(Approx. 120 LF)
Install Road Barricade with
Regulatory Signs per City
of San Bernardino Standard
Drawing No. 505, at
TA//f'E$ 7~K5'I?"-D
LJ~L.L';'R S' ~A/D po C.e..,.:t5 f !JOC'O$.
per EACH /
.H e9
'Ii' 3 0<>0
/
24.
1
L.S.
Install Irrigation System,
Complete in Place, including
All Appurtenant Facilities
at the Lump Sum price of
7wCJ 7Yo<<s,q M~ 1Jc'c'L.oR5
/) A/ 11 J,Jc (""',...7,
L.S.
(5"
I/:z 0"'0---
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cO
$/':2 (J<x,--
/
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98 240
BID SCHEDULE
PLAN NO. 9780
ITEM OUANTITY
DESCRIPTION OF ITEMS WITH
UNIT UNIT PRICE WRITTEN IN WORDS
PRICE TOTAL
25.
L.S.
Install Landscaping, Complete L.S.
in Place, including Shrubs
Ground Cover at the Lump
Sum price of T#/JBE
r~uSA-.(...f') Nt:€1( ,L/~P>'OI.J~
,J/ p<J
/)0 ;:'-Le~~ >>1'--0 Iv. ~,.:t-.. .q 1 '7'dO-
'/
1
26.
L.S.
Install Traffi c Stripes L. S.
Pavement Markings and Raised
Pavement Markers at the lump
Sum price of EL$.vE.M
T#ousn....r> 13'/'1#7'- ,t,/""",N?I3/J
Tn ;:.-41('$ /)~~ )/0 c ~~ "J I (fae>,;;f!
)
1
27.
L.S.
Traffic Signal Works at
Intersection of Kendall Drive
and "H" Street, including
All Appurtenant Facilities
as called for on the Plan
and Special provisions for
Relocation of Advance
Flashing Beacon and
Installation of Traffic
Loop Detectors at the Lump
Sum price of S rX T4/0"s~,<4J
:Do ,Lf-..O'€S /-J /VD /7 (> ("...-~:s
. 0
i'1 0<><:> <"-
/
L.S.
1
TOTAL BID $
3CJ3 933 1-!l-
/
k &SO
ft>3,/60 ,-
/
b ","
J./ / { (J CiO ~
/
dt 0'"
..ut. OCJ.o ~-
.J
NOTE: The unit price must be written in words and also
shown in figures. The total price must be extended
for each item of work and the total of all items
inserted in the space provided.
, '
T#Ji'EE flk/ilbllCO 'TI/I?~;; 7//CJtlSF)..../J /I)//VE J/4frOL1LJg r-I/J/?ry 71/A'E6' >'1j1/fr7/J/l/1'y,"'''''7',_
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98 240
In case of a discrepancy between words and figures, the words
shall prevail.
It is the understanding of the undersigned that the work
hereinabove described shall be commenced within 10 working
days from the date of the "Notice to Proceed", and shall be
completed within 60 working days from the date of said
notice.
The undersigned further agrees that in case of default in
executing the contract, or furnishing necessary bonds, all within
the specified time, the proceeds of the Bidder's Guaranty
accompanying this proposal shall be paid to the city of San
Bernardino as liquidated damages.
Licensed in accordance with an act providing fo~ the
registration of Contractor, License No. ~G) <1 S-/ X- - H ,
Classification ~
-
FIRM NAME: .,L:J 'V/J.. A CO;l.-<;7 b~7 /~ :;Z::r-<-
IT ~,
BUSINESS ADDRESS: -f"o.;:L.:2 /U r 57 5'~IlL"A,jV/}r?,LJnt-d '7:.1.(-'07
SIGNATURE OF BIDDERS: ft 4 I /~
lJ
If an individual, so state. If a firm or co-partnership,
state the firm name and give the names of all individuals, co-
partners composing the firm. If a corporation, state legal name of
the corporation, also the names of the president, secretary,
treasurer and manager thereof.
!).o.-f!,v J ;9//,>//
~
/f/O/4/lt!J jJ /'7v; L-/J
IJ/}fiS"'.
)//Ce /~ s
Telephone No. (9'0.9'1 (1'g- /'.'9-;2 57
Dated:
~ II
AC OWLEDGEKENT
01' ADDENDUKS:
, 1998
BIDDERS
ADDENDUM NO. 1
DATE:
ADDENDUM NO. 2
DATE:
ADDENDUM NO. 3
DATE:
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OJ-?15 .L/lJ.-IJ 5(/J1#
I /fyk E'LEc7/e--l)o/7
I 5/111/ A~ ?f'o7
J.p. <;tl?l/1'If
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~8
240
i
1;\.//.1 /9 ~<9/1S~;Lu,7/,:"'" ;7.;t--<=
BIDDERS FIRM NAME
DESIGNATION OF SUB-CONTRACTORS
In compliance with the provisions of section 4100-4110 of California Public
Contract Code of the State of California, and any amendments thereof, each
bidder shall set forth the name and location of each subcontractor who will
perform work or labor or render service to the Contractor.
Name & Address
Under Which
Subcontractor
Licensed
;V~-W.""T '~'1i--1J'l
/OO!JO Erp#7?'
d~ CPtdlt1k1f4
Agency of
MBE/WBE
certification
and Number
(If ADolicable\
Sub-Contractor
Phone No.
'?M- 8S2- 39C
101- ?if 5"" -;) 771
1(Yl-t'8't1'~7~
Sub-Contract
Amount
d.>
I/Coo~
90Gb .~
n c:=
,-1POc; -
Specific
Description
p-rC"/lf -)}(- }"5'
/ 9-:20-]./-:1 r.;,
It:. - ..2.7.
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~8 240
CERTIFICATION
I am aware of, will comply with, Section 3700 of the
Labor Code, requiring every employer to be insured
against liability for Worker's Compensation or to
undertake self-insurance before commencing any of the
work.
Contractor:
BY:
~-
FIRM: /77// L 4 L' o-rzq7rk6~~ .7:'/~<-
fJ..e /;0>' -:S-C.S...,../y ,&v/L61
,
:JJ/fEr
8'- //r PJ?
NAME OF
TITLE:
DATE:
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:)8 240
(This affidavit shall be executed by all bidders at the time of bid
submittal. Failure to execute the affidavit on this page will result
in rejection of bid.)
NON-COLLUSION AFFIDAVIT
To the City of San Bernardino, State of California, Department of
Public Works/Engineering:
The undersigned in submitting a bid for performing the following work
by contract, being duly sworn, deposes and says:
That he has not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
such contract. i/) 4 I //I //
0. ...'0.~' ~-z~
, U
Signature of Bidder
fJo/X"x ()q(
<:OL f3p:/f?,1, QI?f)/J..>' CA q)q/:)
Business Address
;2Sc,J ,v'r' 5'T S'/),v !Ji:/iPI/-6>p)/",?/9
Place of Residence 9 J 'eo 't
subcf~ibed and sworn to before me this
19 .
10
day of F u<tJ 11 <:, +-
-t"<:_~ 9, Qa /V\ ~ · /'\
Notary Public in and for the County of
:::::ao..l 1?J..Q{,l\r'Y'd,~r, ,state of California.
My Commission expires on (') ,\- (_\ I I 9 "II ,19_.
! 1t;0~., ~\?~~S~t~~~~,;~1]"A~
u~",. . .. ... c:l
c,,'</ Ci., .":1
'}I.'s.-~"_,,..S:;.J5IP;e"j"~~
I.
98
240
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A-. Am west
Amwest Surety Insurance Company
WOODLAND HillS, CALIFORNIA
80ND NO.:0714501
PREMIUM:INCL. IN PERFORMANCE BONI
BID DATE: 8/11/98
PUBLIC WORKS BID BOND
Know all men by these presents:
That we, AVILA CONSTRUCTION, INC.
(hereinafter called Principal), as Principal, and AMWEST SURETY INSURANCE COMPANY, a corporation (hereinafter called Surety).
organized and existing under the laws of the State of Califomia and authorized to transact a general surety business in the State of
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NEBRASKA
, as Surety, are held and firmly bound unto
CITY OF SAN BERNARDINO
I
Ten Percent 10 . .
(hereinafter called Obligee) in the penal sum of percent (_"!o) of the bid amount, but In no event to exceed
THIRTY FIVE THOUSAND AND NO/lOa Dollars ($ 35,000.00 )
for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors and assigns,
jointly and severally, firmly by these presents, THE CONDITION OF THIS OBLIGATION IS SUCH, that, whereas the Principal has
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submitted or is about to submit a proposal to the Obligee on a contract for
STREET IMPROVEMENT-WIDENING "E" STREET AT KENDAL
NOW, THEREFORE, if the contract is awarded to the Principal and the Principal has within such time as may be specified, entered
into the contract in writing. and provided a bond, with surety acceptable to the Obligee for the faithful performance of the contract: or
if the Principal shall fail to do so. pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in
the bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by the
bid, then this obligation shall be void: otherwise to remain in full force and effect.
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SIGNED, SEALED AND DATEO THIS 7
DAY OF
AUl1;ust
'9~.
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AVILA CONSTRUCTION, INC.
(Printott)1)e'*"'-ofPrincipal)
By: ~~~~~
Attomey-in-Fact
A UN-A3Ql1 (3i90) n
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:}8 240
STATE OF California
} 55.
lLOUNTY OF San Bernardino
_On
August 7, 1998
.beEoreme, M,E. Glassner-Notary
1>ERSONAtL Y APPEARED
-.-=
Gary -W .-'fJIIrfams-
personally known to me (or proved to me on the basis of
sati;factory evidence) to be the person IS} whose name(lt)
i;,Jarx$ubscribed to the within instrument and acknow!-
edsed to me that he/~' executed the same in his/
hexxlbcir authorized capacity(ies), and that by his/MeW
their siF;"ature(x) on the instrument the person(s}, or the
entity upon behalf of which the person~acted, executed
the instrument.
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j @ M E GLASSNER I
.~.. . COMM. #1041998 ~
! . , ' NOTARV PU8LlC. CAUFORNIA U
U ~ S;\N 9ERNARDlNO COUNTY C!l
~ ~ _ '.ID",r"" E;oires Cct. 13, 1998 ,
~~r o.-l!F :A...-':- -:. .:j ._ r J .
WITNESS my hand and official seal.
Signature~ ~ '^ Q /l ..a./'l ^,,-O
Tlris arm for Official NlJtarial Scal
~
,
OPTIONAL
Though the data below is nol required by law, it may prove valuable to persons relying on the documenl and could prevent
fraudulent reanachment of thiS form,
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFICER
DESCRIPTION OF ATTACHED DOCUMENT
Bid Bond, Avila Construction, Inc.
TITLE OR TYPE OF DOCUMENT
Tm.E(SI
o PARTNER(S)
o LIMITED
o GENERAL
3
~x ATrORNEY.IN-FACT
o TRUSTEE(S)
o GUARDIAN/CONSERVATOR
o OTHER:
NUMBER OF PAGES
August 7, 1998
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
N"ME OF ~!.RSON.St OF! ENTIT'I'(IESI
Amwest Surety Insurance
SIGNER(S) OTHER THAN NAMED ABOVE
I().o~q Rl.'\' b/94
ALL-PURPOSE ACKNOWLEDGEMENT
:10 ~I!P
READCAREFUUY
This document is printed on white paper containing the artificial watennarked logo (A ) of Amwest Surety Insurance Company (the "Company") on the front
and brown security paper on the back. Only unaltered originals of the POA are valid. This POA may not be used in conjunction with any other POA. No
representations or warranties regarding this POA may be made by any person. This POA is governed by the laws of the State of California and is only valid until
the expiration date. The Company shall not be liable on any limited POA which is fraudulently produced, forged or otherwise distributed without the permission
of the Company. Any party concerned about the validity orthis POA or an accompanying Company bond should call your local Amwest branch office at
(714) 888-1177
KNOW ALL BY TIlESE PRESENT, that Amwest Surety [nsuranee Company, a Nebraska corporation (the "Company"), does hereby make.
constitute and appoint:
GARY W. WILLIAMS
AS AN EMPLOYEE OF BROWNELL, WILLIAMS AND FIX INS. '" BOND AGENCY
its true and lawful Attomey-in-fac~ with limited power and authority for and on behalfofthe Company ..s~ecute,
thereto if a seal is required on bonds. undertakings, recognizances, reinsurance agreement for a Miller A~r perfo
the nature thereof as follow: 0
Bid Bonu up to SUl.000.000.00 ~
Contnct (perrol'llllUlCe '" Payment), Conrt, Sobdlvtalon S"Z,SOO.OOO.OO
Ucense &r. Permit Bonds up to $.....10.000.00 A ~
Mlsc:eDaneo.. Bomb up to S.....10.000.OO ~ ~ ~'"""
and to bind the company thereby. This appoinbnent is made under and by au~":t-La "1:S.~h are now in full force and effect
I, the undersIgned secretary of Amwest Surety Insurance companY'~Ne corporation ~y TIFY that this Power of Attorney remains in full
force and effect and has not been revoked and funhermore, that the re ons fthe Board fo on this Power of Attorney, and that the relevant
provIsions of the BY4LaWS aCthe Company, are now In full force an
0714501 Signed&sealedthl~O ~ ~H~/ P /2 ~
~ . ' ~ KarenG. Cohen, Secretary
........... ONS T DIRECTORS...........
This POA IS Signed and sealed by facsimile un~er d by autho~ OW1~ utions adopted by the Boaed of Directors of Amwest Surety Insurance
CompanyatameetingdulyheldonOeccmber 1975: _ \.'
RESOL YED, that the President or any . ent, in~Junc wi~ Secretary or any Assistant Secretary, may appoint attorneys.in-fact or agents with
authority as defined or limited in the ins e i encin~po' tmentw case, for and on behalf of the Company, to ex:ecute and deliver and affix: the seal
of the Company to bonds, undertaking, . ces, Ip obliga~ris of all kinds; and said officers may remove any such attorney-in. fact or agent and
revoke any POA previously gran rson. ~
RESOL YED FURTHER. that an nd, unde gni ce'Ysuretyship obligation shall be valid and bind upon the Company:
(i) when signed by the President 0 any Vi eSI an and sealed (if a seal be required) by any Secretary or Assistant Secretary; or
(ii) when signed by the President or any 'dent or Assistant Secretary, and countersigned and sealed (if a seal be required) by a duly
authorized attorney-in-fact or ag 0
(Hi) when duly executed and seal (if a requiJ..~ one or more attorneys-in-fact or agents pursuant to and within the limits of the authority evidenced
by the power of attorney issu ompany.~~ person or persons.
RESOl YED FURTHER. that the 51 a re of any authorized officer and the seal of the Company may be affix:ed by facsimile to any POA or certification
thereof authorizing the execution and del' cry of any bond, undertaking, recognizance, or other suretyship obligations of the Company; and such signature and seal
when so used shall have the same force and effect as though manually affIXed.
affix the seal of the company
or other written obligations in
IN WITNESS WHEREOF, Amwest Surety Insurance Company has caused these presents to be signed by its proper officers, and its corporate seal to be hereunto
allixedthis 14th day of December, 1995. ~ l!: ~ ~ p ~
SA lohn E. sav~; ~ KatenG. Cohen. Secretary
I
State of Cali fomi a
County oflos Angeles
On December 14,1995 before me, Peggy B. Lofton Notary Public, personally appeared John E. Savage and Karen G. Cohen, personally known to me (or
proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me all that
he/she/they executed the same in hlsJber/thelr authonzed capaclty(ies), and that by hislherltheir slgnature(s) f ~=n !1JheRC1lQ.n(.Il. oIJhe""ntiLv u~n.hehf
of which the oerson(s) acted. executed the msttument
",\\'\lIIIN"IlSIII""""", WITNESS hand and offiCial seal ~ PEGC:VI.ICRON
""", -...{ \...........lJl:/. :t#..,..~ _ eo.~.~ '.....r #1ma1 Ii
/~....~POii..,.1i\ i NDIaIrNllllt-CclltA.. ~
f~'CP -1).\0\ SIgnature (Seal)! LllIAnQllelea.nv t
j:::;'.~ ~o\tn~ MvComm.&pINeq6._
'(1)'- DEC14 \,
i; . 0 ;OJ _ __ __ ___ __ _ __ __ __ __ __ __
~I-\ 1995 fO!
'Ill'.. '1., ~ ;~.
\~~~lJR"S*:::?;/
~#..~~lf..*.J:~::"~"
""""."110'"
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:)8 240
SPECIAL PROVISIONS
SECTION I
SPECIFICATIONS AND PLANS
1-1.01 GENERAL -- The work embodied herein shall be done in
accordance with the Standard Specifications for the Public Works
Construction, 1997 Edition, and City of San Bernardino Standard
Drawings, insofar as the same apply and in accordance with the
following Special Provisions.
1-1.02 DEFINITIONS Whenever in the Standard Specifi-
cations the following terms are used, they shall be understood to
mean and refer to the following:
Board
- The City of San Bernardino.
- The Mayor and Common Council for the City
of San Bernardino.
Aaencv
Enaineer
- The Director of Public Work/City Engineer
for the City of San Bernardino.
Laboratorv
- The laboratory to be designated by the
City of San Bernardino to test materials
and worked involved in the contract.
Notice Advertisina for Bids
Notice Inviting Bids.
standard sDecifications
Standard Specifications for Public Works
Construction.
Other terms appearing in the Standard
these Special Provisions, shall have the
specified in Section 1-2, "Definitions", in
fications.
Specifications, and
intent and meaning
the Standard speci-
In case of
these Special
precedence over
conflict between the Standard Specifications, and
Provisions, the Special provisions will take
and be used in lieu of such conflicting portions.
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:.i8 240
SECTION 2
2-1 PROPOSAL REOUIREMENTS AND CONDITIONS
2-1.01 General -- Bids must submitted on the proposal form
contained herein. All bids or proposals shall be signed, sealed
and accompanied by cash, cashier's check or bid bond made payable
to the City of San Bernardino, in the amount of ten percent (10%)
of the bid. Such cash, check or bond shall be given a guarantee
that the bidder will enter into the contract, if awarded to him.
In the event the bidder, to whom the contact is awarded, refuses to
execute said contract, the use by the public of the improvements
will be delayed and the public will suffer great damage. From the
nature of the case, it would be extremely difficult and impractical
to fix said amount of damage. Therefore, the city and the bidder
agree that the proposal guarantee of 10% of the bid shall be paid
to the City as a forfeiture. Bid bonds shall be underwritten by
a surety company having a rating Best's most recent Insurance Guide
of "A" or better.
2-1. 02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A
policy for establishing goals for participation of Minority and
Women's Business Enterprises (MBE/WBE) was adopted by Resolution
No. 95-409 of the Mayor and Common Council of the City of San
Bernardino, on 11-20-95. This outreach program superseded
Resolution No. 93-411 and the Standard Operation Procedures dated
January 1994.
Bidder's or Proposer's outreach efforts (good faith efforts)
must reach out to MBEs, WBEs and all other business enterprises.
Prime bidders could reasonably be expected to produce a level of
participation by interested subcontractors of 15 % MBE and
5 % WBE on this project.
Bidders shall make every reasonable effort to solicit bids
from MBEjWBEs.
A justification shall be provided to support the rejection of
any bid from a minority or women's business enterprise, certified
by Caltrans.
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~8 240
POLICY
MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES
AND CITY PROCUREMENTS
It is the policy of the City of San Bernardino to provide
Minority Business Enterprises (MBES), Women Business Enterprises
(WBEs) and all other enterprises an equal opportunity to
participate in the performance of all city contracts. Bidders
and proposers shall assist the city in implementing this policy
by taking all reasonable steps to ensure that all available
business enterprises, including local MBEs and WBEs, have an
equal opportunity to compete for and participate in city
contracts. Bidders' or proposers' good faith efforts to reach-
out to MBEs, WBEs and all other business enterprises shall be
determined by the following factors:
(1) The bidder or proposer attended pre-solicitation or
pre-bid meetings, if any, scheduled by the city to inform all
bidders or proposers of the requirements for the proj ect for
which the contract will be awarded. The city may waive this
requirement if the bidder or proposer certifies it is informed as
to those project requirements.
(2) The bidder or proposer identified and selected specific
items of the project for which the contract will be awarded to be
performed by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The
bidder or proposer shall, when economically feasible, divide
total contract requirements into small portions or quantities to
permit maximum participation of MBEs, WBEs and other business
enterprises.
(3) The bidder or proposer advertised for bids or proposals
from interested business enterprises not less than ten calendar
days prior to the submission of bids or proposals, in one or more
daily or weekly newspapers, trade association publications,
minority or trade oriented publications, trade journals, or other
media specified by the City.
(4) The bidder or proposer provided written notice of its
interest in bidding on the contract to those business
enterprises, including MBEs and WBEs, having an interest in
participating in such contracts. All notices of interest shall
be provided not less than ten calendar days prior to the date the
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98 240
bids or proposals were required to be submitted. In all
instances, the bidder or proposer must document that invitations
for sub-contracting bids were sent to available MBEs, WBEs and
other business enterprises for each item os work to be performed.
The Mayor's
help identify
enterprises.
Affirmative Action Office shall be available to
interested MBEs, WBEs and other business
(5) The bidder or proposer documented efforts to follow up
initial solicitations of interest by contracting the business
enterprises to determine with certainty whether the enterprises
were interested in performing specific portions of the project.
(6) The bidder or proposer provided interested enterprises
with information about the Plans, Specifications and requirements
for the selected sUb-contracting work.
(7) The bidder or proposer requested assistance from
organizations that provide assistance in the recruitment and
placement of MBEs, WBEs and other business enterprises not less
than fifteen days prior to the submission of bids or proposals.
(8) The bidder or proposer negotiated in good faith with
interested MBEs, WBEs and other business enterprises and did not
unjustifiably reject as unsatisfactory bids or proposals prepared
by any enterprises, as determined by the city. As documentation
the bidder or proposer must submit a list of all sub-bidders for
each item of work solicited, including dollar amounts of
potential work for MBEs, WBEs and other business enterprises.
(9) The bidder or proposer documented efforts to advise and
assist interested MBEs, WBEs and other business enterprises in
obtaining bonds, lines of credit, or insurance required by the
City or Contractor.
If the City has established expected levels of participation
for MBE and WBE sub-contractors, failure to meet those levels
shall not be a basis for disqualification of the bidder or
proposer. A determination of the adequacy of a bidders' or
proposers' good faith effort must be based on due consideration
of the indicia of good faith as set forth above.
In the event that the City is considering awarding away from
the lowest bidder or not awarding a contract to a propose because
the bidder or the proposer is determined to be non-responsive for
failure to comply with the good faith indicia set forth above,
the City shall, if requested, and prior to the award of the
contract, afford the bidder or proposer the opportunity to
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98 240
present evidence to the Mayor and Common Council in a publ~c
hearing of the bidders' or proposers' good faith efforts J.n
making its outreach. In no case should the city award away
pursuant to this program if the bidder or proposer makes a good
faith effort but fails to meet the expected levels of partici-
pation.
For the purposes of this Policy, "minority" shall be
synonymous with "minority person" as defined in California Public
Contract Code section 2000 (f) . Nothing herein restricts the
discretion of the City to reject all bids or proposals in accord
with Charter Sections 140 and 238 or Chapter 3.04 of the San
Bernardino Municipal Code.
The directions set
immediately, and all City
implementation programs to
inconsistent with this policy.
forth herein
Departments
the extent
shall
shall
such
take effect
modify their
programs are
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88 240
SECTION 3
3-1 AWARD AND EXECUTION OF CONTRACT
3-1. 01 GENERAL -- Award of the contract will normally be
made by the Mayor and the Common Council at the subsequent
Council Meeting after opening of the bids. The bidder, to whom
the contract is awarded, shall file with the Engineer all
required bonds and insurance policies, and execute the contract
within 10 calendar days after receiving notification of the
award. Failure to file the stipulated documents and execute the
contract within the prescribed time shall constitute good and
sufficient grounds for rescission of the award and payment of 10%
of the bid to the city as liquidated damages.
3-1.02 CONTRACT BONDS -- The Payment and Faithful Perfor-
mance Bonds shall be filed with the Engineer before the contract
is executed by the City in accordance with section 2-4, "CONTRACT
BONDS", of the Standard Specifications.
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:18 240
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
TIME OF COMPLETION AND LIOUIDATION DAMAGES
4-1.01 -- Attention is directed to the provisions in Section
6-1, "construction Schedule and Commencement of Work", in Section 6-
7.1, "Time of Completion", and in Section 6-9, "Liquidated Damages",
of Standard Specifications and these Special Provisions.
The Contractor shall diligently prosecute the work to
completion before the expiration of
60 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
The Contractor shall pay to the City of San Bernardino the sum
of $100.00 per day, for each calendar days delay in finishing the
work in excess of the number of working days prescribed above.
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~8 240
SECTION 5
5-1 LEGAL REOUIREMENTS
5-1.01 LIABILITY INSURANCE -- The Contractor's attention is
directed to Section 7-3, "Liability Insurance", of the Standard
Specifications, providing that the Contractor shall furnish the City
with a policy or certificate of liability insurance as prescribed
therein, prior to execution of the contract. The Insurance Policy
shall name the city of San Bernardino as additionally insured. The
endorsement shall be provided by/or agent of the insurance company
and shall be notarized to that affect. ACCORD Forms are not
acceptable nor are forms signed by the broker, unless they have
Power of Attorney to bind the insurance provider. (See attached
sample forms.)
5-1.02 WORKER'S COMPENSATION INSURANCE The Contractor's
attention is directed to Section 7-4, "Worker's compensation Insur-
ance", of Standard Specifications, providing that the Contractor
shall file a signed certification certificate of Worker's
Compensation Insurance before execution of the contract.
5-1. 03 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and
all subcontractors shall pay each craft or worker employed on this
project not less than the prevailing wage rates specified in
Resolution No. 90-358 of the Mayor and Common Council of the City of
San Bernardino. The Engineer shall have the right to interview any
craft or worker on the project site in order to verify payment of
prevailing wage rates in accordance with Resolution No. 90-358.
Prevailing wage shall comply with current rates and all updates.
5-1. 04 PAYROLL RECORDS -- The Contractor's attention is
directed to the following provisions of Labor Code Section 1776
(Stats.1978, Ch. 1249). The Contractor shall be responsible for the
compliance with these provisions by his subcontractors.
(a) The Contractor and all subcontractors shall keep an
accurate payroll record, showing the name address, social security
number, work classification, straight time, and overtime hours
worked each day and week, and the actual per diem wages paid to each
journeyman, apprentice, worker, or other employee employed by him or
her in connection with public work.
(b) The payroll records enumerated under subdivision (a) shall
be certified and shall be available for inspection at all reasonable
hours at the principal office of the Contractor on the following
basis:
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98 24()
(1) A certified copy of an employee's payroll record
shall be made available for inspection or furnished to such employee
or his or her authorized representative on request.
(c) Each Contractor shall file a certified copy of the records
enumerated in subdivision (a) with the Engineer on a weekly basis.
It will be the Contractor's responsibility to submit the records
enumerated in subdivision (a) for all his subcontractors, in
addition to his own employees. Failure to submit the records
enumerated in subdivision (a) on a timely basis shall constitute
good and sufficient reason for withholding the partial payments for
work accomplished.
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. v U '- ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
-='MMERCIAL ASSOCIATES INS, INC ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
~26 EAS':' LA PALMA AVE COMPANIES AFFORDING COVERAGE
;NAHi::IM, CA 92807 COMPANY
14) 524-4949 FAX: 524-4940 A CNA-TRANSCONTINENTAL
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P.O. BOX 10458
SAN BERNARDINO, CA.
COMPANY
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CNA-VALLEY FORGE
92423-0458
COMPANY
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CHUBB GROUP - FEDERAL INSURANCE
COMPANY
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THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTEO BELOW HAVE BEEN ISSUEO TO E IN RED NAMED ABOVE FOR THE POUCY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRA ROT R 0 UMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFOROED BY THE POU E IBE EREIN IS SUBJECT TO ALL THE TERMS.
EXCLUSIONS AND CONOTTlONS OF SUCH POUCIES. UMrTS SHOWN MAY HAVE BEEN REDUC C S.
I
GENtKAL UAaJT'Y
IX
~ X
GENERAL AGGREGATE
TV" 0' INSURANCE
rcUCY NUMBER
LIMITS
COMMIEJIIC&AL GEN!RAL UAIIUTY
CLAIMS """" 00 OCCUII
OWNER"5 . CONTftACTOR"S "'C)T
1022a75769
I'ROOUCTS - COMlllOII AGO
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:E: DRIVEWAY & IRRIGATION SYSTEM FOR BUILDING 520 @
ORMER NqRTON AIR FO E BASE-SPEC. #932J.. THE CITY OF SAN BERNARDINO NAMED
DITIONAL INSURED RE: GENERAL LIAB. - ENDT . ATTACHED. . ..,._'_
~-EJP~I~ji!!q~~ft$W~"&fHi$mttlmtfigfWJE~U{ftMWH[Wittft~~N.~.~~"fJpll~2!at@~tM@mlWE4Z:}M.%Wi~WiWAfjltfMM%:lfu:i~;
SHOULD ANY OF THE .IOVE DESCRIIED I'OUCIES IE CANCELLED IEfORE THE
EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ,J.vE/vp, fo MAlL
* 3 0 DAYS WNTTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE UFT.
/ /rM /f",""'irI~V;.""~;'pitr/E/..#N.p;';I{oN./..#r/ol<;q.fl..;.M/t
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CITY OF SAN BERNARDINO
NORTH "D" STREET
BERNARDINO, CA 92418-0001
SP-lO
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IWED HUlED: _ .
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POU:Y 1U&Jt- 11
- THIS ENDORSEt.1ENTCHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED ------ OWNERS, LESSEES OR
- CONTRACTORS (FORM B)
"Ib.Is endorsement mDdlfles Insurance provided under the following:
COMMERCIAL GENERAL LIABIUlY COVERAGE PARr - OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
PUBLIC WORKS/ENGINEERING "
300 NORTH "D" STREET
SAN BERNARDINO. CA 92418-0001
~
(If no entry appears above. lnformBtlon required to complete this endorsement will be shawn In the
Dec1aratlons as appllcable to this endorsement.)
WHO IS AN INSURED (Section m Is amended to Include as an Insured the person or organization shown
In the Schedule. but only with respect to llabillty aI1slng out of "your wor~ for that Insured by or for you.
f)o~J _.J ~~ J7
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Authorized Representative for
CNA Insurence Group
Golden Eagle Insurance Company
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98 240
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED OUANTITIEs -- If the total pay
quantity of any item of work, subject to the provisions in Section
3-2.2.1, "Increased or Decreased Quantities", of the Standard
specifications varies by more than 25 percent, compensation payable
to the Contractor will be determined in accordance with said Section
3-1.2.1 and these special Provisions.
When the compensation payable for the number of units of an
item of work performed in excess of 125 percent of the Engineer's
Estimate is less than $1,500 at the applicable contract unit price,
the Engineer reserves the right to make no adjustment in said price
if he so elects, except that an adjustment will be made if requested
in writing by the Contractor. Such Contractor's request shall be
accompanied by adequate, detailed data to support costs of the item.
Should the total pay quantity of any item of work required
under the contract be less than 75 percent of the Engineer's
Estimate, therefor, the Engineer reserves the right to make no
adjustment in said price if he so elects, except that an adjustment
will be made if requested in writing by the Contractor. Such
Contractor's request shall be accompanied by adequate, detailed data
to support costs of the item.
The payment of the total pay quantity of such item of work will
in no case exceed the payment which would be made for the perfor-
mance of 75 percent of the Engineer's Estimate of the quantity at
the original contract unit price.
6-1.02 SOUND CONTROL REOUIREMENTS
comply with Chapter 8.54 of the city of
Code and these Special Provisions.
The noise level from the Contractor's operations, between the
hours of 9:00 p.m. and 6:00 a.m., shall not exceed 86 dbA at the
distance of 50 feet. This requirement in no way relieves the
Contractor from responsibility for complying with local ordinances
regulating noise levels.
Sound control shall
San Bernardino Municipal
Said noise level requirements shall apply to all equipment on
the job or related to the job, including but not limited to trucks,
transit mixers or transient equipment that mayor may not be owned
by the Contractor. The use of loud sound signals shall be avoided
in favor of light warnings except those required by safety laws for
the protection of personnel.
sP-12
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88 24()
6-1. 03 PERMITS AND LICENSE The Contractor shall obtain a
city Business Registration, prior to the execution of the contract.
6-1.04 EXTRA WORK -- Any extra work done shall conform to the
provisions of section 3.3, "Extra Work", of the Standard Specifica-
tions, subject to the restrictions of section 20452 and 20455 of the
Public Contract Code. However, equipment rental rates shall conform
to State of California Business and Transportation Agency,
Department of Transportation, Division of Construction, "LABOR AND
EQUIPMENT RENTAL RATES", latest edition, unless the extra work is
done for a negotiated price.
6-1. 05 HOURS OF LABOR -- In the event that the Engineer is
required by the Contractor's operations to work more than forty (40)
hours in any given week, or on any saturday, sunday, or Holiday, in
the setting of Lines and Grades or performing inspections, the
Contractor shall pay an amount to the City equal to one-and-a-half
(1-1/2) times the Engineer'S normal wages and fringe benefits. Such
amount shall be deducted from the next progress payments.
Designated legal Holidays are; January 1st, the third Monday
in January, the last Monday in May, July 4th, the first Monday in
september, November 11th, Thanksgiving Day, and December 25th. When
a designated legal holiday falls on a sunday, the following Monday
shall be a designated legal holiday. When November 11th falls on a
saturday, the preceding Friday shall be designated a legal holiday.
6-1.06 PAYMENTS -- Attention is directed to Section 9-3, "pay-
ments", and 9-3.2, "Partial and Final Payment", of the Standard
specifications and these Special provisions.
No partial payment will be made for any materials which are
furnished but not incorporated in the work.
The Contractor shall submit "As-Built" project drawings to the
Construction Engineer (City) prior to the release of final payment
and/or bonds.
6-1.07 PROJECT APPEARANCE
neat appearance to the work.
The contractor shall maintain a
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris
developed during clearing and grubbing shall be disposed
of concurrently with its removal. If stockpiling is
necessary, the material shall be removed or disposed of
weekly.
sP-13
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a8 24()
6-1. 08 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL
Unless otherwise specified, all excess excavation or removed
material shall become the property of the Contractor and shall be
disposed of by him away from the site of the work.
6-1.09 ATTORNEYS' FEES -- The prevailing party in any legal
action to enforce or interpret any provisions of this Agreement will
be entitled to recover from the losing party all attorneys' fees,
court costs, and necessary disbursements in connection with that
action. The costs, salary, and expenses of the city Attorney, and
members of his office, in connection with that action shall be
considered as attorneys' fees for the purposes of this Agreement.
6-1.10 TIME AND LENGTH REOUIREMENTs FOR OPEN TRENCH -- Open
trench, as referred to herein, is defined ~s all excavations made
for the permanent installations required on the project, which have
not been completely backfilled (inClUding attaining relative
densities) as required elsewhere in these Specifications and in
which either temporary or permanent paving has not been placed.
The Contractor shall schedule his operations so that the time
and length requirements specified below for open trench shall not be
exceeded.
1. Time Reauirements for Ooen Trench
At any location, the trench excavation, p~pe
installation appurtenant structure construction, p~pe
bedding and back-fill and the specified permanent
surfacing shall be satisfactorily completed within
5 calendar days after removal of the existing pavement
or surfacing.
2. Lenath Reauirements for Ooen Trench --
Except by permission of the Engineer, the maximum length
of open trench where prefabricated pipe is used shall be
200 feet, in accordance with Section 306-1, "Open Trench
Operations", of the Standard Specifications.
Full compensation for conforming to the requirements of
Section 6 shall be considered as included in the prices paid for the
various contract items of work involved and no additional
compensation will be allowed therefor.
sP-14
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98 24()
SECTION 7
7-1 UTILITIES
7-1.01 GENERAL The location of all utility sub-
structures that may affect the work shall comply with Section 5,
"Utilities", of the Standard Specifications and these Special
Provisions.
Certain companies, governmental agencies, or their contractors
may be working within the construction area. Certain utility
facilities at various locations within the project limits may be
removed, relocated, abandoned, or installed by companies' agencies'
contractors.
The Contractor shall exercise due caution to prevent any
damage t%r movement of these utility facilities. Listed below are
the utilities that may be affected, with the designated contact
person:
1. GENERAL TELEPHONE COMPANY OF CALIFORNIA
1500 Crafton Avenue, Bldg. 125
Box 1-18
Mentone, CA 92359
Phone: (909) 794-8213
Attn: Chuck Austin
2. SOUTHERN CALIFORNIA EDISON COMPANY
25834 Business Center Drive
Redlands, CA 92374
Phone: (909) 307-6788
Attn: Ben Murguia
3. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92373
Phone: (909) 335-7716
Attn: Rogelio Rawlins
4. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 North "D" Street
San Bernardino, CA 92841
Phone: (909) 384-5405
5. MARK'S CABLEVIsION
Construction Manager
4240 North Hallmark Parkway
San Bernardino, CA 92407
Attn: Ellis Williams
Phone: (909) 887-6280
Attn: Joe Dearman
sP-15
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~8 24()
6. PACIFIC BELL COMPANY
Right-of-Way Agent
3939 E. Coronado street, 2nd Floor
Anaheim, CA 92807
Phone: (714) 999-5454
7. AT & T
Communications Technician
455 Second street, Room 206
San Bernardino, CA 92401
Attn: Larry Todd
Phone: (909) 381-7380
Attn: Elisa (Lisa) Collier
8. U.S. SPRINT COMMUNICATIONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450
9. MCI TELECOMMUNICATIONS CORP.
Pacific Division
Attn: Jim Yoder
157 S. Lilac Avenue
Rialto, CA 92376
Attn: Lynn Durrett
Phone: (909) 421-5003
Attn: Jim Yoder
7-1. 02 PAYMENT -- Full compensation for conforming to the
requirements of this Section, not otherwise provided for, shall be
considered as included in the prices paid for the various contract
items of work involved and no additional compensation will be
allowed therefor.
SP-16
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8b 24()
SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 DESCRIPTION The work to be done consists, in
general, of clearing and grubbing; unclassified excavation;
unclassified fill; placing aggregate base material and asphalt
concrete pavement; constructing Portland Cement Concrete curb and
gutter, sidewalk, driveway approach and retaining wall of various
heights; installing street lighting system, traffic loop detector,
barricade, tubular fence, guard rail, traffic striping, pavement
markings, raised pavement markings and roadside signs and such other
items or details, not mentioned above, that are required by the
Plans, Standard Specifications, or these Special provisions shall be
performed, placed, constructed or installed.
8-1.02 ORDER OF WORK The first order of work shall be to
place the order for the traffic signal equipment. At the
preconstruct ion meeting, the Contractor shall furnish the Engineer
with a statement from the vendor that the order for said equipment
has been received and accepted by the vendor. All other work shall
be considered second order of work.
8-1.03 CLEAN UP AND DUST CONTROL -- Clean
shall conform to provisions in section 7-8.1,
Control", of the Standard Specifications.
up and dust control
"Clean Up and Dust
The Contractor shall water down the site during periods of
high winds as directed by the Engineer, including periods when the
work is not actually in progress. Failure to respond to a directive
to water the site in a prompt manner will result in the City making
other arrangements to have this item of work done and the costs
billed to the Contractor, or it shall be paid for by the Contractor
as a deduction from his contract.
SP-17
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:)8 24()
SECTION 9
9-1 TRAFFIC
9-1. 01 GENERAL -- Attention is directed to Section 7-10,
"Public Convenience and Safety", of the Standard Specifications for
Public Works construction, 1997 Edition and these Special
Provisions.
Warning signs, lights, and devices for use in performance of
work upon highways shall conform to the "Manual of Traffic
Controls", 1990 Edition, published by the State of California, and
the "Work Area Traffic Control Handbook", 1990 Edition, adopted by
the City of San Bernardino, California.
The Contractor shall so conduct his operations as to offer the
least possible obstruction and inconvenience to the public.
Convenience access to abutting properties shall be maintained
whenever possible and as directed by the Engineer.
The full width of the traveled way shall be open for use by
public traffic on Saturdays, Sundays, and designated legal holidays,
after 3: 00 p. m. on Fridays and the day preceding designated legal
holidays, and when construction operations are not actively in
progress on working days.
Personal vehicles of the Contractor's employees shall not be
parked on the traveled way at any time.
The Contractor shall notify local authorities of his intent to
begin work at least five (5) days before work is begun. The
Contractor shall cooperate with local authorities relative to
handling traffic through the area and shall make his own arrange-
ments relative to keeping the working area clear of parked vehicles.
All places of business and residences along the streets that
are within the limits of any work shall be notified by the
Contractor in writing at least five (5) days prior to commencement
of work. This notification shall explain the sequence of work and
indicate any restrictions of access. Verbal notification shall be
given to all places of business and residences at least 18 hours in
advance of commencing work that will affect access to and from their
properties.
All
Contractor.
temporary traffic striping shall be done
Also, place temporary tape on all crosswalks.
by
the
SP-18
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88 24()
9-1.02 TURN RESTRICTIONS The Contractor shall post
appropriate signs restricting turns when directed to do so by the
Engineer.
9-1. 03 PARKING RESTRICTIONS -- Unless otherwise provided
herein, the Contractor may post temporary "NO PARKING" signs within
the area of work as required to facilitate construction operations,
subject to approval of the Engineer.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum
width of 10 feet. A minimum shoulder width of 2 feet shall be
provided adjacent to curbs, posts and other similar obstructions,
and 5 feet shall be provided adjacent to any excavation, unless
otherwise authorized by the Resident Engineer.
9-1. 05 PUBLIC CONVENIENCE -- During the progress of work,
adequate provisions shall be made by the Contractor to accommodate
the normal vehicular and pedestrian traffic along streets, roads,
and highways, immediately adjacent to or crossing the work, so as to
cause a minimum of inconvenience to the general public.
The Contractor shall furnish, install, and upon
the work, remove all signs and warning devices
directing, protecting, and detouring the public during
completion of
required for
construction.
Emergency vehicles shall be permitted access at all times to
any street.
9-1.06 PAYMENT Full compensation for furnishing and
installing signs, lights, flares, barricades and other traffic
control devices necessary to expedite passage of public traffic
through the work area shall be considered as included in the lump
sum prices paid for "Traffic Control" and no additional compensation
will be allowed therefor.
The provisions in this Section may be modified or altered if,
in the opinion of the Engineer, public traffic will be better served
and work expedited. Said modifications or alterations shall not be
adopted until approved in writing by the Engineer.
SP-19
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~8 24()
SECTION 10
10-1 MOBILIZATION
10-1.01 GENERAL
requirements of Section
Specifications.
Mobilization shall comply with the
9-3.4, "Mobilization", of the Standard
10-1.02 PAYMENT -- The contract lump sum price paid for
"Mobilization" shall be deemed to include the cost of work in
advance of construction operation and not directly attributable to
any specific bid item and no additional compensation will be allowed
therefor.
SP-20
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98 24()
SECTION 11
11-1 CLEARING AND GRUBBING
11-1.01 GENERAL -- Clearing and
Section 300-1 "Clearing and Grubbing",
cations and these Special Provisions.
grubbing shall comply with
of the Standard Specifi-
Clearing and grubbing shall include, but not be limited to the
following items as shown on the Plans or as specified in the Special
Provisions.
The following items shall be classified as clearing and
grubbing:
1. Removing asphalt concrete pavement, including saw cutting
as shown on the Plans.
2. Removing Portland Cement Concrete curb and gutter and/or
curb, including saw cutting, as shown on the Plans.
3. Removing markers as shown on the Plans and as directed by
the Engineer.
4. Removing street lights, including foundations and
terminating electrical conductors in the pullbox, and as
directed by the Engineer.
5. Removing trees as shown on the Plan and as directed by the
Engineer.
6. Removing traffic lane stripes and pavement markings which
are in conflict with the proposed traffic lane stripes and
pavement markings in a method acceptable to the Engineer.
Traffic stripes and pavement markings to be removed will be
designated by the Engineer. Where blast cleaning is used for the
removal of painted traffic stripes and pavement markings or for
removal of objectionable material, and such removal operations is
being performed within 10 feet of a lane occupied by public traffic,
the residue shall be removed immediately after contact between the
sand and the surface being treated. Such removal shall be by vacuum
attachment operating concurrently with the blast cleaning operation.
SP-21
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93 24()
Grinding or cold milling existing thermoplastic striping that
will cause the least possible damage to the pavement or surfacing.
Any damage to the pavement or surfacing caused by thermoplastic
striping methods shall be prepared by the Contractor at his expense,
and as directed by the Engineer.
7. Removing raised pavement markers shall be by such methods
that will cause the least possible damage to the pavement
or surfacing. Any damage to pavement or surfacing caused
by raised pavement marker removal shall be repaired by the
Contractor at his expense, by methods acceptable to the
Engineer.
8. Removing roadside signs and single pole as shown on the
Plan and as directed by the Engineer.
Nothing in these Special provisions shall relieve the
Contractor from his responsibilities as provided in Section 7-1.09,
"Public Safety", of the Standard Specifications.
All removed concrete and the other materials shall become
property of the Contractor and shall be disposed of outside of the
right-of-way in accordance with 300-2.2, "Unsuitable Materials", and
section 300-2.6, "Surplus Material", of the Standard Specifi-
cations.
11-1. 02 STRUCTURE EXCAVATION AND BACKFILL Structure
excavation and backfill shall conform to the provisions in Section
300-3, "Structure Excavation and Backfill", of the Standard
Specifications.
11-1.03 PAYMENT -- The lump sum price paid for "Clearing and
Grubbing", shall be considered as full compensation for doing all
the work involved in clearing and grubbing, and no additional
compensation will be allowed therefor.
SP-22
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:J8 24()
SECTION 12
12-1 UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL
12-1. 01 GENERAL -- Unclassified excavation and unclassified
fill shall comply with Section 300-2, "Unclassified Excavation", and
Section 300-4, "Unclassified Fill", of the Standard Specifications
and these Special Provisions.
The Contractor shall grade the roadway as required, provide
all unclassified excavating and unclassified fill necessary for
curbs, gutter, sidewalk, retaining wall and paving, as indicated on
the Plans and described in these Special Provisions.
Where
preparation
which shall
unclassified fill and grading is necessary in
for laying concrete, it shall be made with clean earth
be solidly compacted to avoid future settlement.
All fill materials shall be compacted in accordance with
Section 300-4.7, "Compacting", of Standard Specifications and these
Special Provisions. Subgrade for asphalt concrete shall be
compacted to a relative density of not less than 95%, for a depth of
not less than 1.5 feet for main roadways and 1.0 feet for driveways.
Embankments outside the traveled way, in areas not to receive
concrete or asphalt concrete pavement shall be compacted to a
relative density of not less than 90%.
Excess and unsuitable material shall be removed from the site
by the Contractor and shall be disposed of outside of the right-of-
way in accordance with Section 300-2.2, "Unsuitable Materials", and
Section 300-2.6, "Surplus Materials", of these Standard
Specifications.
The estimated quantities of unclassified excavation as shown
in the Bid Schedule shall be considered as final, and no additional
allowance will be made unless additional work is ordered by the
Engineer or computational errors are represented in writing five (5)
working days prior to bid opening.
12-1. 02 PAYMENT Full compensation for unclassified
excavation and unclassified fill shall be considered as included in
the contract unit price paid per cubic yard for "Unclassified
Excavation", and "Unclassified Fill", and no additional compensation
will be allowed therefor.
SP-23
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98 24()
Cost of compaction testing ordered by the Engineer shall be
paid for in the following manner:
1. Test which do not meet the required relative compaction
shall be paid for by the Contractor, as a deduction from
his contract.
2. Tests which do meet the required relative compaction will
be paid for by the city.
SP-24
I ( n 240
~b
I SECTION 13
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n 24()
SECTION 14
14-1 ASPHALT CONCRETE
14-1.01 GENERAL -- Asphalt concrete shall comply with the re-
quirements of Section 203-6, "Asphalt Concrete", and Section 302-5,
"Asphalt Concrete pavement", of the Standard Specifications and
these Special Provisions.
Class and grade of asphalt concrete shall be C2-AR-4000.
A soil sterilant and tack coat shall be applied as directed by
the Engineer.
Prior to placing the pavement reinforcing fabric or asphalt
overlay, all cracks larger than 1j4-inch shall be cleaned and sealed
with an approved hot-applied crack sealant.
14-1.02 SOIL STERILIZATION -- Soil sterilant shall be "Poly-
Bor-Chlorate", or "Borascu", with colored marker dye, manufactured
by Pacific Coast Borax Company or approved product of other
manufacturer provided they are of non-flammable type.
After all fine grading, checking, shaping and compacting of
the subgrade has been completed, all soil in the areas to receive
bituminous concrete pavements shall be thoroughly treated with soil
sterilant and thoroughly sprinkled to distribute the chemical
through the first two or three inches of the subgrade.
The Contractor shall provide all necessary protection to
prevent injury to animal or plant life and property occasioned by
the application of the soil sterilant. The Contractor will be held
responsible for all personal injury or property damage caused by the
application of soil sterilant or the storage of same.
Soil sterilant shall be applied in accordance with the
manufacturer's recommendations.
The contract unit price paid per ton for asphalt concrete
shall include full compensation for doing all the work involved in
preparing the subgrade and placing soil sterilant material as shown
on the Plans and as directed by the Engineer, and no additional
compensation will be allowed therefor.
SP-26
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14-1. 03 ADJUSTING MANHOLE FRAMES AND COVERS AND VALVE COVERS
TO GRADE -- Adjusting manhole and valve covers to grade after
completion of paving shall be in accordance with subsection 301-1.6,
"Adjustment of Manhole Frame and Cover Sets to Grade", of the
Standard Specifications and these Special Provisions.
14-1.03 PAYMENT The contract unit price paid per ton for
"Asphalt Concrete", shall include full compensation for doing all
the work involved in placing material for overlaying, feathering (2'
minimum width), crack sealing, including the application of soil
sterilant and tack coat, complete in place, adjusting manhole frames
and covers and valve covers to grade, as designated on the Plans,
and as directed by the Engineer, and no additional or separate
compensation will be allowed therefor.
The contract unit bid price paid per linear foot for "Asphalt
Concrete Dike", shall include full compensation for doing all the
work involved in constructing the asphalt concrete dike, complete in
place as shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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SECTION 15
15-1 AGGREGATE BASE
15-1. 01 GENERAL Aggregate base shall comply with
requirements of section 200-2, "Untreated Base Materials", and
Section 301-2, "Untreated Base", of the Standard Specifications and
these Special provisions for crushed aggregate base.
Crushed rock for aggregate base shall be 3/4 inch.
15-1. 02 PAYMENT The contract unit price paid per ton
for aggregate base shall include full compensation for doing all the
work involved in preparing the subgrade and placing material as
shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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SECTION 16
16-1 PORTLAND CEMENT CONCRETE
16-1.01 GENERAL Portland Cement Concrete construction
shall comply with Section' 201-1, "Portland Cement Concrete", and
Section 303-5, "Concrete Curb, Walks, Gutters, Cross Gutters, Alley
Intersection, Access Ramps and Driveways", of the Standard
Specifications, as shown on the Plans, Standard Drawings and these
Special Provisions.
Portland Cement Concrete shall be Class 520-C-2500, with a
maximum slump of four (4) inches.
16-1.02 CURB AND GUTTER Curb and gutter shall be
constructed in accordance with the city of San Bernardino Standard
Drawing No. 200 and State of California Department of
Transportation, Standard Plan AS7, Type A2-S, dated July, 1992 and
as directed by the Engineer.
16-1.03 SIDEWALK Sidewalk shall be constructed in
accordance with the City of San Bernardino Standard Drawing No. 202,
Case "A", modified width as shown on the Plans and as directed by
the Engineer.
16-1.04 RESIDENTIAL DRIVEWAY APPROACH Residential
driveway approach shall be constructed in accordance with the City
of San Bernardino Standard Drawing No. 204, as shown on the Plan and
as directed by the Engineer.
16-1. 05 PAYMENT The contract unit bid price paid per
linear foot for "Curb and Gutter", shall include full compensation
for doing all the work involved in constructing the curb and gutter
as shown on the Plans, and as directed by the Engineer, and no
additional compensation will be allowed therefor.
The price paid per square foot for "P.C.C. Sidewalk", and
"P.C.C. Residential Driveway Approach", shall include full
compensation for doing all the work involved in preparing subgrade,
form work, placing material, including cutting, and furnishing as
designated on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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SECTION 17 THROUGH SECTION 19
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SECTION 20
20-1 TRAFFIC STRIPES AND PAVEMENT MARKING
AND RAISED PAVEMENT MARKERS
20-1. 01 GENERAL -- Applying traffic striping and pavement
markings shall conform to the requirements of section 310-5.6,
"Painting Traffic Striping, Pavement Markings, and Curb Markings",
of the Standard specifications and these Special Provisions.
Paint shall conform to the requirements of Section 210-1,
"Paint", of the Standard Specifications. The paint shall contain
pre-mixed glass beads with additional glass beads to be mechanically
applied when the paint is applied, in accordance with section 210-
1.6.5, "Reflective Material", of the Standard Specifications.
Pavement markings and traffic stripes are to conform to pavement
delineation plates.
Two coats of paint shall be required for all traffic striping,
and curb markings.
Paint for crosswalks and pavement markings shall conform to
the requirements of section 210-1.6.2, "Thermoplastic Paint", of the
Standard Specifications.
Raised pavement markers (RPM'S) shall be stimsonite-Low
Profile No. 953A (yellow) and No. 953B (clear white) or approved
equal.
20-1. 02 PAYMENT -- The lump sum price paid for "Traffic
Stripes, Pavement Markings, and Raised Pavement Markers", shall
include full compensation for furnishing all labor, materials, and
for doing all work involved in the installation of the pavement
striping and markings, and raised pavement markers, as shown on the
Plans and as directed by the Engineer, and no additional compensa-
tion will be allowed therefor.
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SECTION 21
21-1 STREET LIGHTING.
RELOCATION AND MODIFICATION OF ELECTRICAL SYSTEM
21-1.01 GENERAL The work to be done consists, in
general, of constructing Portland Cement Concrete foundations for
street light poles: installing street lighting system: installing
conduit, pullboxes, conductors connected to existing power service,
and such other items or details not mentioned above that are
required by the Plans, Standard specifications, and these Special
Provisions.
21-1. 02 STREET LIGHTING SYSTEM Street lighting system
shall be done l.n accordance with Section 209, "Electrical
Components", and Section 307, "Street Lighting and Traffic Signals",
of the Standard Specifications and these Special Provisions.
The installation shall include street lighting standards,
luminaires, electrical service and all underground distribution
lines: and shall include the trenching, backfill, and compaction
thereof.
A. MATERIALS
approved equal.
1. Liahtina Standards Lighting standards shall be
octagonal, symmetrically tapered, precast, prestressed,
concrete poles unless otherwise specified by the City
Engineer. The color shall be natural gray with black and
white aggregate. The poles shall have an approved anti-
graffiti surface.
All materials shall be as listed below or
2. Luminaries Luminaries shall be 250 watt high pressure
sodium type, G.E. M-250 A2 Power/Door Luminaire cutoff
optics with integral ballast, and P.E. receptacle, wired
for 240 volt operation, as shown on the Plans, or approved
equal.
3. Pull Boxes Pull boxes shall be #3-1/2 (except as
shown on the Plans) and installed flush with top of curb
or concrete sidewalk. Concrete pull box covers shall be
inscribed "STREET LIGHTING HIGH VOLTAGE".
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4. Service Connect to existing service pedestal. The
Contractor shall install new 30A double pole breaker for
the new street lighting system to match with existing
service box as shown on the Plan and as directed by the
Engineer. The Contractor shall coordinate with the
Engineer and the supervisor, of the Department of Traffic
Signals and Street Lighting, prior to any
work/construction within the service pedestal.
5. Conduit Conduit shall conform to Section 307-2.5,
"Conduit", of the Standard Specifications. The Contractor
may use either rigid galvanized steel conduit or rigid
polyvinyl chloride (Schedule 40) for underground use, and
rigid polyvinyl chloride (Schedule aO) for use above
ground.
Conduits passing under roadways shall be installed by
jacking or drilling methods utilizing only galvanized
rigid steel conduit. Conduit shall be 2-inch diameter,
minimum.
Conduits shall be placed at the following depths below
grade:
a) la-inches, within parkways and medians, back of
curbs, and under concrete sidewalks.
b) 24-inches when crossing roadways.
6. Conductors Conductors shall be UL listed and rated
for 600 volt operation. The insulation for No. 14 and
larger conductors shall be one of the following:
(a) Type TW polyvinyl chloride conforming to the
requirements of ASTM Designation: 02219.
(b) Type THW or THWN polyvinyl chloride.
(c) Type USE, Type RHH or Type RHW cross-linked
polyethylene.
At any point, the minimum thickness of any of the above
insulations shall be 40 mils for conductor sizes No. 14 to
No. 10, inclusive, and 54 mils for No. a to No.2,
inclusive.
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7. Pole Foundations Foundation for poles shall be
constructed to Class 560-C-3250 concrete, with a maximum
slump of four (4) inches. Anchor bolts shall be installed
to match the bolt hole patterns for the poles.
21-1. 03 OPERATING TEST An operating test consisting of
three (3) days of trouble-free operation shall be satisfactorily
completed prior to acceptance by the Engineer.
21-1. 04 PAYMENT The contract lump sum price paid for,
"Install Street Lighting system", as shown on the Plans, shall
include full compensation for doing all the work necessary to
install the street lighting system, including all appurtenant
facilities, complete in place, and no additional compensation will
be allowed therefor.
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I SECTION 22
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SECTION 23
23-1 ROADSIDE SIGNS AND POSTS
23-1. 01 GENERAL Roadside signs and posts shall be
installed at the locations shown on the Plan, or where directed the
Engineer, and shall conform to the Standard Specifications and these
Special Provisions.
Roadside signs and posts shall be constructed and installed in
accordance with the city's Standard Drawing No. 504, Caltrans Sign
Specifications and as directed by the Engineer.
23-1. 02 PAYMENT The contract unit price paid per each
for "Install Roadside sign on Single Post", "Relocate Roadside Signs
on Single Post", and "Install Roadside sign on Existing/new Street
Light pole", shall include full compensation for furnishing all
labor, materials, tools, equipment and incidentals for doing all
work involved in installing new roadside sign on single post or
existing street light pole, all complete in place as shown on the
Plans, as specified in the Standard Specifications and these Special
Provisions, and as directed by the Engineer, and no additional
compensation will be allowed therefor.
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SECTION 24
24-1
TRAFFIC SIGNALS
24-1.01 GENERAL Traffic signals and highway lighting
shall conform to the provisions in Section 86, "Signals and
Lighting", of the Standard Specifications entitled, "State of
California, Department of Transportation, Standard Specifications",
dated July, 1992, and the California Standard Plans, dated July,
1992, and these Special Provisions.
Traffic Signal work is to be performed at the following
location:
KENDALL DRIVE AND "H" STREET"
The traffic signal work includes installation of new traffic
loop detectors, conduit, conductors, detector head-in-cables and
pull boxes: relocation of advance flashing beacon as shown on the
Plan and/or as directed by the Engineer and shall conform to
Standard Specifications and these Special Provisions.
24-1.02 MAINTAINING EXISTING AND TEMPORARY ELECTRICAL SYSTEMS
Traffic Signal system shutdowns shall be limited to periods
between the hours of 9:00 a.m. and 3:00 p.m.
The Contractor shall place "STOP AHEAD" and "STOP" signs to
direct vehicle and pedestrian traffic through the intersection
during traffic signal system shutdown. All signal faces shall be
covered when the system is shut down overnight. Temporary "STOP
AHEAD" and "STOP" signs shall be either covered or removed when the
system is turned on.
"STOP AHEAD", and "STOP" signs shall be furnished by the
contractor and shall conform to the provisions in Section 12-3.06,
"Construction Area Signs", of the Standard Specifications. Minimum
size of "STOP" signs shall be 36 inches.
One "STOP AHEAD" sign and one "STOP" sign shall be placed for
each direction of traffic. For two lane approaches, two "STOP"
signs shall be placed. Location of the signs shall be as directed
by the Engineer.
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Full compensation for furnishing, installing, maintaining and
removing temporary "STOP AHEAD" and "STOP" signs and for covering
signs not in use shall be considered as included in the contract
lump sum price paid for the signal item involved and no additional
compensation will be allowed therefor.
24-1. 03
provisions in
specifications,
FOUNDATIONS
Section 86-2.03,
and these Special
Foundations shall conform to the
"Foundations" of the Standard
Provisions.
Portland Cement Concrete shall conform to section 90-10,
"Minor Concrete", of the Standard Specifications and shall contain
not less than 470 pounds of cement per cubic yard, except concrete
for reinforced pile foundations shall contain not less than 564
pounds of cement per cubic yard.
24-1.04 STANDARDS. STEEL PEDESTALS AND POSTS Standards,
steel pedestals, and posts shall conform to the provisions in
section 86-2.04, "Standards, Steel Pedestals, and Posts", of the
Standard Specifications, and these Special Provisions.
Where the Plans refer to the side tenon detail at the end of
the signal mast arm, the applicable tip tenon may be substituted.
24-1.05 CONDUIT Conduit shall conform to the provisions
in Section 86-2.05, "Conduit", of the Standard Specifications and
these Special Provisions. .
All conduit on this project shall be rigid metal type.
Insulated bonding bushings will be required on metal conduit.
After conductors have been installed, the ends of conduits
terminating in pull boxes and controller cabinets shall be sealed
with an approved type of sealing compound.
Rigid metal conduit to be used as a drilling or jacking rod
shall be fitted with suitable drill bits for size hole required.
When a standard coupling cannot be used for coupling metal
type conduit, a UL listed threaded union coupling, as specified in
the third paragraph in section 86-2. 05C, "Installation" , of the
Standard Specifications, or a concrete-tight split coupling or
concrete-tight set screw coupling shall be used.
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24-1. 06
provisions in
specifications
PULL BOXES Pull boxes shall conform to the
section 86-2.06, "Pull Boxes". of the Standard
and these Special Provisions.
Plastic pull boxes will not be allowed.
24-1. 07 CONDUCTORS AND WIRING Conductors and wiring
shall conform to the provisions in Section 86-2.08, "Conductors" ,
and Section 86-2.09, "Wiring" , of the Standard Specifications and
these Special Provisions.
Nylon-jacketed conductors shall not be used.
Splices shall be insulated by "Method B" as provided on State
Standard Plans ES-213.
24-1.08 DETECTORS
provisions in section 86-5,
Specifications and these Special
Loop wire shall be Type 1.
Loop detector lead-in shall be Type C.
Detectors shall
"Detectors", of
Provisions.
conform to the
the Standard
Residue resulting from slot cutting operations shall not be
permitted to flow across shoulders or lanes occupied by public
traffic and shall be removed from the pavement surface.
Slots shall be filled with elastomeric sealant or asphaltic
emulsion sealant.
Slots in asphalt concrete pavement shall be filled with
asphaltic concrete sealant as follows:
After conductors are installed in the slots cut in the
pavement, paint binder shall be applied to all vertical
surfaces of slots in accordance with the provisions in section
39-4.02, "Prime Coat and Paint Binder", of the Standard
Specifications.
Temperature of sealant material during installation shall
be above 70oF. Sealant placed in the slots shall be compacted
by use of an 8-inch diameter by 1/8-inch thick steel hand
roller or other tool approved by the Engineer. Compacted
conductor coverage shall be one inch. Excess sealant
remaining after rolling shall not be reused. On completion of
rolling, traffic sill be permitted to travel over the sealant.
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The Contractor shall test the detectors with a motor-drive
cycle, as defined in the california Vehicle Code, that is licensed
for street use by the Department of Motor Vehicles of the state of
California. The unladen weight of the vehicle shall not exceed 220
pounds and the engine displacement shall not exceed 100 cubic
centimeters. Special features, components or vehicles designed to
activate the detector will not be permitted. The Contractor shall
provide an operator who shall drive the motor-driven cycle through
the response or detection area of the detector at not less than 3
miles per hour nor more than 7 miles per hour. The detector shall
provide an indication in response to this test.
24-1. 09 BONDING AND GROUNDING Bonding and grounding
shall conform to the provisions in section 86-2, ": Bonding and
Grounding", of the Standard Specifications and these Special
Provisions.
Grounding jumper shall be attached by a 3.16 inch or larger
brass bolt in the signal standard or controller pedestal and shall
be run to the conduit, ground rod or bonding wire in adjacent pull
box.
Grounding jumper shall be visible after cap has been poured of
foundation.
Equipment grounding conductors will not be required in conduit
containing loop lead-in cables.
24-1.10 RELOCATE ADVANCE FLASHING BEACON The Contractor
shall relocate the advance flashing beacon control assembly along
with all other equipment as shown on the Plans, as directed by the
Engineer, and in the Standard Specifications.
24-1.11 TESTING The Contractor shall test traffic
detector loops in accordance with section 86-2.14B, "Field Testing",
of the Caltrans Standard Specifications, and as directed by the
Engineer.
Functional testing shall conform to the provisions in section
86-2.14C, "Functional Testing", of the Standard Specifications and
these Special Provisions.
24-1.12 REMOVING ELECTRICAL EOUIPMENT Removal of
existing electrical equipment shall conform to the prOV1S1ons in
section 86-7.01, "Removing Electrical Equipment", of the Standard
Specifications and these Special Provisions. Any existing
electrical equipment removed shall not be reused, especially
conductors, detectors and fuse boxes, and they shall become the
property of the Contractor.
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SECTION 25 THROUGH SECTION 26
BLANK
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SECTION 27
27-1
CONCRETE STRUCTURES
27-1.01 CONCRETE STRUCTURES Portland Cement Concrete
construction shall comply with section 201-1, "Portland Cement
Concrete", Section 303-1 "Concrete Structures", and Section 201-2,
"Steel Reinforcement for Concrete", of the Standard Specifications,
as shown on the Plans, Standard Drawings and these Special
Provisions.
Concrete for structures shall be Class 560-C-3250 with a
maximum slump of five (5) inches.
Reinforced steel shall be Grade 60 per ASTM A-615 designation.
Class 2 surface finish will not be required on any portion of
the concrete structures.
The quantities shown on the bid sheet for concrete for the
various structures shall be considered final quantities for payment
for these items unless the dimensions of the work shown on the Plans
are revised by the Engineer. If such dimensions are revised, and
such revisions result in an increase or decrease in the quantities
of such work, the final quantities for payment will be revised in
the amount represented by the changes in the dimensions. The
estimated quantities for such specific portion of the work shall be
considered as approximate only and no guarantee is made that the
quantities which can be determined by computations, based on the
details and dimensions shown on the Plans, will equal the estimated
quantities. No allowance will be made in the event that the
quantities based on computations do not equal the estimated
quantities.
27-1.02 BONDING Joints between new and existing concrete
shall be given surface preparation as follows:
Joints made within the mass of existing concrete by cutting,
chipping, or grinding shall be cleaned free of all loose deleterious
material by thorough brooming and by compressed air jetting.
original surfaces of existing concrete shall be cleaned free
of bitumens, grease, paint, and other deleterious materials and
clean aggregate of at least 3/B-inch size shall be exposed by
abrasive blast cleaning or machine scarifying.
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27-1.03 PAYMENT The contract price paid per linear foot
for "Retaining Wall", shall include full compensation for structure
excavation, structure backfill, and furnishing and placing all steel
reinforcing, concrete, footings, rock and PVC pipe for drainage and
for doing all the work involved in constructing all of the above,
complete in place, as shown on the Plans, and as directed by the
Engineer, and no additional compensation shall be allowed therefor.
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SECTION 28 THROUGH SECTION 37
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SECTION 38
IRRIGATION SYSTEM
38-1.01 GENERAL -- The work includes, but is not necessarily
limited to, the furnishing and installing of an irrigation system
including all incidental work not shown or specified which can
reasonably be inferred as part of work and necessary to provide a
complete and functional system.
The Drawings are essentially diagrammatic. Provide offsets in
piping and changes in equipment locations as necessary to conform
with structures and to avoid obstructions or conflicts with other
work.
38-1. 02 IRRIGATION SYSTEM MATERIALS Irrigation system
materials shall conform to the requirements of Section 212-2,
"Irrigation System Materials', of Standard Specifications and these
Special Provisions.
a. All pipe shall be "Schedule 40 PVC".
38-1.03 VALVES AND VALVE BOXES -- Valves and valve boxes
shall conform to the requirements of Section 212-2.2, "Valves and
Valve Boxes", of Standard Specifications and these Special
Provisions.
a. Remove control valves shall be of the type specified on
the Plans or approved equal.
38-1. 04
conform to
Equipment",
Provisions.
SPRINKLER EOUIPMENT -- Sprinkler equipment shall
the requirements of Section 212-2.4, "Sprinkler
of the Standard Specifications and these Special
a. Sprinkler heads shall be as indicated on the drawings.
Anti-drain valves (or equal) to be installed as required
to eliminate low-head drainage.
38-1.05 TRENCHING Dig trenches and
continuously on bottom of ditch. Lay pipe to an
Trenching excavation shall follow layout indicated on
as noted.
support pipe
even grade.
Drawings and
a. Provide minimum cover of 24 inches for all pressure
supply lines.
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b. Provide m~n~mum cover of 18 inches for all other non-
pressure lines.
38-1.06 BACKFILLING
a. Initial backfill on all lines shall be of a fine granular
material, with no foreign matter larger than 1/2 inch in
size.
b. Backfill material shall be tamped in four inch layers,
under the pipe uniformly on both sides for the full length
of the pipe. Materials shall be sufficiently damp to
permit thorough compaction under and on each side of the
pipe, to provide support free of voids.
c. Backfill for trenching shall be compacted to dry density
equal to the adjacent undisturbed soil, and shall conform
to the adjacent grades without dips, sunken areas, humps,
or other irregularities.
d. In proper types of soil, the city Engineer may authorize
the use of flooding in lieu of tamping.
e. Under no circumstances shall truck wheels be used for
compacting soil.
38-1.07 SPRINKLER HEADS
a. Install sprinkler heads as designated on the Drawings.
b. Spacing of heads shall not exceed the maximum indicated in
the Drawings. In no case shall the spacing exceed the
maximum recommended by the manufacturer.
c. Sprinkler heads in lawns or turf areas shall be elevated
to a minimum of six (6) inches above grade. Heads along
curbs, walks, paving, etc., shall be placed 1/4-inch above
finish grade. Lower raised sprinkler heads within ten
days after notification by City Engineer.
38-1.08 ADJUSTING OF SYSTEM --
a. Adjust valves, and alignment and coverage of sprinkler
heads.
These changes or adjustments shall be made without
additional cost to the city.
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38-1.09 COVERAGE TEST When the sprinkler system is
complete, perform a coverage test in the presence of the city
Engineer, to determine if the water is complete and adequate.
Furnish all materials and all work required to correct any
inadequacies of coverage due to deviations from Plans, or where the
system has been willfully installed as indicated on the Drawings
when it is obviously inadequate, without bringing this to the
attention of the City Engineer.
38-1.10 TESTS--
a. All hydrostatic tests shall be made only in the presence
of the City Engineer, or other duly authorized representa-
tive of the city. No pipe shall be backfilled until it
has been inspected, and approved in writing.
b. Furnish necessary force pump and all other test equipment.
c. Pressure supply lines shall be tested under a hydrostatic
pressure of 150 pounds per square inch for a period of two
hours. Non-pressure lines to be tested under hydrostatic
pressure of 100 pounds per square inch for one hour.
38-1.11 FINAL INSPECTION A final inspection of
shall be made by the City Engineer in the presence
Contractor, at the time when all the work is completed.
cation shall be made in writing by the Contractor two
advance of such inspection.
the work
of the
Notifi-
days in
38-1.12 COMPLETION CLEANING Upon completion of the work
make the ground surface level, remove excess materials, rubbish, de-
bris, etc., and remove construction and installation equipment from
the premises. Replace in kind any vegetation disturbed by
installing irrigation system.
38-1.13 MISCELLANEOUS EOUIPMENT TO BE FURNISHED
as part of this contract the following tools:
supply
a. Two wrenches for disassembling and adjusting each type of
sprinkler head supplies.
b. 2 (B15H MPR Nozzles) Rainbird Heads.
c. 2 (2045 - PJ Maxi-bird) Rainbird Heads.
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d.
2 1/2-inch X 6-inch Schedule 80 PVC threaded nipples.
2 1/2-inch Schedule 40 PVC threaded couplings.
e.
Above equipment shall be turned over
contract work. Before final observation
Owner has received materials must
Representative.
to Owner at completion of
can occur, evidence that
be shown to Owner's
38-1.14 PAYMENT The contract lump sum price paid for
"Install Irrigation system", shall include full compensation for
doing all the work involved in installing a working irrigation
system, complete in place, and no additional compensation will be
allowed therefor.
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98 24()
SECTION 39
39-1 LANDSCAPING
39-1.01 GENERAL Landscaping shall comply with the
requirements of section 212, "Landscape and Irrigation Materials",
of the Standard Specifications and these Special Provisions.
Work shall consist of furnishing all materials, services, and
equipment necessary to completely install all landscape work as
indicated on the Drawings and herein specified.
39-1. 02 BLANK
39-1.03 INSPECTIONS Inspections will be required. The
Contractor shall contact the Engineer at least 48 hours (2 working
days) in advance of an anticipated inspection. An inspection will
be required at each of the steps listed below.
A. upon completion of finish grading, soil preparation, and
final rake out as specified under "Landscape Grading", and
"Soil Preparation".
B. When plants are spotted for planting, but before planting
holes are excavated.
C. When planting and all other indicated or specified work
has been completed.
D. At start of plant establishment and maintenance period.
E. Final inspection (end of maintenance) prior to release of
project. This release will be confirmed in writing by the
City.
39-1. 04 BLANK
39-1.05 FERTILIZERS. ORGANIC SOIL AMENDMENTS. AND INORGANIC
SOIL AMENDMENTS Fertilizers and soil amendments may include any
or all of the specific materials specified herein and shall be
applied at the rates indicated on the Plans or in "Backfill
Material", and "Soil Preparation", herein.
A. Fertilizer
Fertilizer shall be "Gro-power Plus" as manufactured by
Southern California Organic Fertilizer Company, Inc., or
approved equal.
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B. Orqanic soil Amendment
organic soil amendment shall be nitrogen fortified redwood
or cedar wood shavings and shall contain a minimum of 1%
available nitrogen. Material containing manure or pine is
unacceptable.
C. Inorqanic Soil Amendment
Inorganic soil amendment shall be agricultural grade from
sulfate.
39-1. 06 TOPSOIL All soil imported for backfill (if
required) shall meet the following requirements: Topsoil shall be
from a source outside the limits of the project, selected by the
contractor and in compliance with the requirements specified herein.
The contractor shall submit a written report of a testing agency
registered by the State prior to movement of soil. Topsoil shall
have the same relative composition and structure, a friable sandy
loam character, and be free of roots, clods, and stones larger than
1 inch in greatest dimension, pockets of coarse sand, noxious weeds,
sticks, brush and other litter. It shall not be infested with
nematodes or other undesirable insects and plant disease organisms.
Topsoil shall meet the following additional requirements:
A. Gradation Limits
Sand, 50-80 percent, clay 20 percent maximum. The sand,
clay and silt gradation limits shall be as defined in ASTM
D422.
B. permeabilitv Rate
Not less than 0.5 inches (13mm) per hour nor more than 2
inches (51mm) per hour when tested in accordance with ASTM
D2434 or other approved methods.
C. Aqricu1tural Suitabilitv
The topsoil shall be suitable to sustain the growth of
plants specified.
39-1.07 PLANTS All plants shall be true to name, and one
of each bundle or lot shall be tagged with the name and size of
plants in accordance with the standards of practice recommended by
the American Association of Nurserymen. Plants to be No. One grade,
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heal thy, disease free and with no physical damage. Plant ground
cover in areas as shown on Plans. Ground cover plants (rooted
cuttings) shall have been grown in flats, and remain in those flats
until transplanting.
All trees and shrubs supplied by contractor shall be of the
specified standard height and diameter set by the American standard
for Nursery stock. The height of the trees shall be measured from
the root crown to the last division of the terminal leader and the
diameter shall be measured six (6) inches above the crown roots.
The trees shall stand erect without support.
(REST OF PAGE LEFT BLANK)
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98 240
39-1.08 BACKFILL MATERIALS --
A. Topsoil used in the backfill material shall be a loamy,
fertile, and friable soul and shall be free of weeds and
seed. Topsoil shall conform to "Topsoil", of these
Special Provisions.
B.
Backfill material shall be
following materials and shall
shown in the planting details:
prepared by blending the
be used during planting as
(1) 60% approved topsoil
(2) 40% organic soil amendment (wood shavings)
(3) 15 pounds "Gro-power Plus" organic fertilizer per
cubic yard
(4) 2 pounds Iron Sulfate
C. All backfill materials shall be bulk mixed, not
individually mixed at each plant pit.
39-1.09 LANDSCAPE GRADING The Contractor shall bring all
planting areas to finished grades, filling as needed or removing
surplus dirt, removing rocks and debris over one inch in diameter,
and floating to a smooth uniform grade. All areas shall slope to
drain. Flow lines shall be established to existing road curbs
and/or sidewalk as shown on the Plans and as directed by the
Engineer. Final grade of all turf areas shall be flush with
adjacent surface after turf establishment.
39-1.10 SOIL PREPARATION
A.
All landscape
grading shall
preparation.
mounding, rough grading,
be completed prior to
land finished
beginning soil
B.
soil preparation shall begin
planting areas to a minimum
distributing soil amendments.
with rototilling of
depth of 8" prior
all
to
C. The following soil amendments shall be added per 1,000
square feet to all planting areas:
4 CU YDS
Nitrogen stabilized organic amendment derived
from redwood sawdust, fir, or cedar sawdust.
200 LBS
organic Soil Amendment: Gro-Power Plus (5-3-
1) organic fertilizer (to be incorporated to a
minimum 8" depth following leaching)
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D. Erosion control material shall be placed on top of soil at
locations of landscaping prior to any planting of
vegetation. cutting holes for planting is not permitted.
Slice fabric in a "X" pattern, fold back plant vegetation
and unfold fabric to stem or trunk of plant. "Hold-down"
stapling or staking is required per every 3.5 square
yards. Material shall be:
1. North American Green - Type 5150
2. Geocoir DeKoWe - Type 400
3. Or Approved Equal by Engineer
Distributed by:
pacific Soil Stabilization
1004 E. Cypress
Santa Monica, CA 93454
(805) 925-7737
39-1.11 PLANTING
A. Trees and Shrubs
planting holes shall be dug to size as indicated in the
drawings. Before trees are st in the holes, a water test
should be made as follows: All plant holes shall be
filled to the brim with water and allowed to drain before
any planting is done. If water does not drain out of the
hole within 24 hours, conduct soil test.
Plants shall be planted at such a depth that the crown
roots bear the same relative position to finish grade as
they did to the soils where they were grown. Backfill
after planting shall be compacted carefully into place
without injuring the roots of the tree or breaking up the
ball of earth surrounding the roots.
B. Ground Cover
Ground cover plants shall be planted in staggered rows,
evenly spaced and at intervals called out on the drawings.
Each plant shall be planted with its proportionate amount
of the flat soil in a manner that will insure a minimum
disturbance to the root systems. The cuttings shall be
planted sufficiently deep to cover all roots. Root crown
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98 240
should be same relationship to soil as it did in the flat.
Immediately sprinkle after each planting until entire area
is soaked to a full depth of each hole. Ground cover to
achieve effective 100% coverage within one year of
planting.
39-1.12 WATERING --It shall be
responsibility to maintain a balanced watering
proper growth until final acceptance of the work.
Immediately after planting, apply water to each tree. Apply
water in a moderate stream in the planting hole until the material
about the roots is completely saturated from the bottom of the hole
to the top of the ground.
the Contractor's
program to ensure
Apply water in sufficient quantities and as often as seasonal
conditions require to keep the planted area moist at all times, well
below the root system of plants.
A. Irriaation
1. Contractor shall properly and completely maintain
the irrigation system. A balanced water program
shall be maintained to ensure proper growth until
final acceptance of the work. Plants which cannot
be watered efficiently with the irrigation system
shall be watered by means of a hose.
2. All controllers are to have each station
individually adjusted on a weekly basis. System
shall be set considering the application rate each
area is capable of receiving. The system shall
operate on short intervals, with the cycle repeating
at a later time to reduce runoff.
39-1.13 MAINTENANCE
Contractor under this contract
period of construction.
All area landscaped by the
shall be maintained by him for the
The Contractor shall be held responsible for any vandalism
that occurs to the landscaping or irrigation system during the
construction period and shall be promptly repaired or replaced.
A. Start of Maintenance criteria:
1. Maintenance period shall not start until all
elements of the landscaping are complete in
accordance with the contract documents. Landscaping
will not be segmented into phases.
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2.
Written letter of acceptance from
property owner must be obtained
beginning of the maintenance period.
3. If the project maintenance fails to continuously
meet standards required for start of maintenance,
the maintenance period will be suspended and will
not recommence until Contractor has corrected all
deficiencies.
the city
prior to
and
the
B. During Maintenance Period:
1. During the maintenance period provide all watering,
weeding, fertilizing and cultivation, and spraying
necessary to keep the plants in a heal thy growing
condition and to keep the planting areas neat,
edged, and attractive. All trees shall be pinched
and pruned as necessary to encourage new growth and
to eliminate rank sucker growth. Dead foliage shall
be immediately pinched or cut off. Do no major tree
pruning without proper approval of the city.
C. Appearance of Plants:
1. During the maintenance period, should the appearance
of any plant indicate weakness, that plant shall be
replaced immediately with a new, healthy plant.
D. End of Maintenance:
1. On completion of the maintenance period and meeting
of the criteria required for the start of
maintenance, the Engineer and property owner will
inspect the project.
2. Deficiencies noted during inspection shall extend
the maintenance period until all are corrected.
3. End of maintenance shall occur only on written
letter of acceptance by the Engineer and property
owner
39-1.14 DISEASE AND PEST CONTROL Throughout the
maintenance period, all plants shall be maintained in a disease and
pest free condition. A licensed pest control operator shall be
retained by the Contractor to recommend and apply all pesticides,
herbicides, and fungicides.
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39-1.15 CLEAN-UP Upon completion of the work, the
Contractor shall smooth all ground surfaces; remove excess
materials, rubbish, debris, etc.; sweep adjacent streets, curbs,
gutters, walkways, and trails; and remove construction equipment
from the premises.
39-1.16 PAYMENT The contract lump sum price for "Install
Landscaping", shall include full compensation for doing all the work
involved in installing landscaping, complete in place, and providing
all necessary maintenance during the maintenance period, and no
additional compensation will be allowed therefor.
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THIS PAGE BLANK
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SECTION 40 THROUGH SECTION 49
BLANK
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98 24()
SECTION 50
50-1 REMOVAL AND RESTORATION OF EXISTING
IMPROVEMENTS EXCEPT STREET PAVEMENT
50-1. 01 GENERAL All existing improvements (except
utilities and street pavements) including, but not limited to,
curbs, gutters, crossgutters, spandrels, driveways, sidewalks,
walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic
signs and traffic detector loops which are damaged or removed during
the course of construction of the project shall be restored or
replaced to a condition equal to or better than, in all respects,
the existing improvements removed or damaged, unless otherwise
specified or noted on the drawings.
The removal and restoration of existing improvements shall be
in accordance with the applicable provision of these Special
Provisions, the Standard Specifications, Standard Drawing and the
following requirements:
1. In the event a portion of curb, gutter or monolithic curb
and gutter is damaged by the contractor's operations, a
minimum of 20 feet of curb, gutter or curb and gutter
shall be removed and replaced regardless of how short a
length is damaged. One end of said la-foot section may be
taken at a joint or scoring line and the other end shall
be measured the minimum distance of 10 feet therefrom. If
said 10 feet falls within 3 feet of a joint or scoring
line, then the removal shall extend to said joint of
scoring line.
2. Concrete sidewalk shall be removed in its entirety between
scoring lines or between scoring line and joint. Prior to
removal, scoring lines shall be sawcut.
3. If a concrete driveway is damaged and is a single mono-
lithic structure, it shall be removed in its entirety and
replaced.
4. If a concrete driveway is damaged and is monolithic with
the sidewalk, it shall be set off from the sidewalk by a
sawcut along the edge of the sidewalk. The driveway shall
then be removed in its entirety and replaced.
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5. If the stored signs and fences are damaged during the
construction, they shall be restored or replaced to a
condition equal or better than the existing.
Unless otherwise specified, all excess excavation or removed
material shall become the property of the Contractor and shall be
disposed of by him away from the site of work.
50-1. 02 PAYMENT -- Full compensation for conforming to the
requirements of this section, not otherwise provided for, shall be
considered as included in the prices paid for the various contract
items of work involved, and no additional compensation will be
allowed therefor.
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98 24()
SECTION 55
55-1 BRICK AND MORTAR
55-1.01 GENERAL Brick and mortar plug or cap
construction shall comply with Section 202-1, "Brick", Sub-section
202-1.5, "Mortar,_ Grout, Water and Plaster", of the Standard
Specifications and these Special Provisions.
The brick shall conform to ASTM C 62 and Grade MW.
Mortar shall be Class "D" in accordance with Section 201-5,
"Cement Mortar", Table 201-5.1(A) of the Standard Specifications, to
which 1/4 to 1/2 part hydrated lime or lime putty has been added to
Portland Cement mixtures, and no more than 1/10 part hydrated lime
or lime putty have been added to (masonry) cement mixtures.
55-1. 02 PAYMENT The contract lump sum price paid for
"Brick and Mortar Plug", shall include full compensation for
furnishing all labor, materials, equipment and for doing all the
work involved in the construction of brick and mortar plug at the
end of the storm drain pipe, all complete in place as shown on the
Plans, as specified in the Standard Specifications and these Special
Provisions, and as directed by the Engineer, and no additional
compensation shall be allowed therefor.
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SECTION 56 THROUGH SECTION 63
BLANK
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98 24()
SECTION 64
64-1 ROAD BARRICADE WITH REGULATORY SIGNS
64-1. 01 GENERAL Road barricade with regulatory signs
shall be installed at the location shown on the Plan, or where
directed by the Engineer, and shall conform to the Standard
Specifications and these Special provisions.
Road barricade with regulatory signs shall be constructed and
installed in accordance with the city's Standard Drawing No. 505,
Caltrans sign Specifications, and as directed by the Engineer.
64-1. 02 PAYMENT The contract unit price paid per each
for, "Road Barricade with Regulatory Signs", shall include full
compensation for furnishing all labor, materials, tools, equipment
and incidentals for doing all the work involved in installing road
barricade with regulatory signs, all complete in place as shown on
the Plans, as specified in the Standard Specifications and these
Special Provisions, and as directed by the Engineer, and no
additional compensation will be allowed therefor.
SP-64
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SECTION 65 THROUGH SECTION 67
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98 24()
SECTION 68
68-1, HAND RAIL
68-1. 01 GENERAL Hand rail shall comply with the
requirements of Section 304-2 and Section 206-5, "Metal Railing",
and Section 210-3, "Galvanizing", of the Standard Specifications, as
shown on the Plans, Standard Drawings and these Special Provisions.
Hand rail shall be constructed in accordance with American
Public Works Association - southern California Chapter Standard Plan
No. 606-1 (modified) as shown on the Plan and as directed by the
Engineer.
Concrete for the footings shall comply with the requirements
of Sub-section 201-1.1. 2, "Concrete Specified by Class", Table 201-
1.1.2(A) of the Standard Specifications.
The hand rail shall be painted with: Color - Black. The
hand rail shall comply with the requirements of Section 310-2,
"Surface Preparation for Painting steel structures", Section 310-3,
"Surface Preparation for Painting Galvanized Surfaces", Section 310-
5, "Painting various Surfaces", of the Standard Specifications and
these Special Provisions.
67-1.03 PAYMENT The contract unit price per linear foot
for "Install Hand Rail", shall include full compensation for
furnishing all labor, materials, tools, equipment. and incidentals,
and for doing all work involved in constructing hand ra i 1 and footing,
complete in place, as shown on the Plans, as specified in these
Specifications and the Special Provisions, and as directed by the
Engineer and no additional compensation shall be allowed therefor.
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SECTION 69
69-1 TUBULAR FENCE
69-1. 01 GENERAL Tubular fence shall comply with the
requirements of Section 304-2 and Section 206-5, "Metal Railings",
of the Standard Specifications, as shown on the Plans and these
Special Provisions.
Tubular fence shall be constructed as shown on the Plan and as
directed by the Engineer. The tubular fence shall be painted with:
Color - Black. It shall comply with the requirements of Section
310-2, "Surface Preparation for Painting Steel structures", Section
310-5, "painting Various Surfaces", of the Standard Specifications
and these Special Provisions.
Concrete for the footings shall comply with the requirements
of Sub-section 201-1.1. 2, "Concrete Specified by Class", Table 201-
1.1.2(A) of the Standard Specifications.
69-1.02 PAYMENT The contract unit price per linear foot
for, "Install Tubular Fence", complete in place, shall include full
compensation for doing all the work involved in accordance with the
details on the Plans, and no additional compensation shall be
allowed therefor.
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88 240
GENERAL NOTES:
I. ALL WORK SHAL.L BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBL.IC
WORKS CONSTRUCTION. 1982 EDITION. AND STANDARD DRAWINGS ON FIL.E IN, THE OFFICE
OF THE DIRECTOR OF PUBL.IC WORKS I CITY ENGINEER.
2. PORTLAND CEMENT CONCRETE SHAL.L. BE CLASS ~20-C-2~OO WITH A MAXIMUM SL.UMP OF 4".
3. ASPHALT CONCRETE PAVEMENT SHALL BE CL.ASS B-AR-400D.
4. AGGREGATE BASE SHAL.L. BE CL.ASS lI.
~XIST. A.C.
PAVEMENT
..-----
A.C. PAVEME T SEE TABL.E
. .
. .
;f~f'::::.~w:~ 7".:"".~~-~~ ; .: t . .
. .',. . .: .. .
. .
. .
. 4
--- --.
c-------
EXIST. AGG. BASE
AGGREGATE BASE
SEE TABL.E
TYPE "B" P.C.C. CURB a GUTTER
PER CITY STD. 200
I VAR.
. .
. A...
.. .
.
PAVEMENT AGGREGATE BASE
STREET NAME T. I. THICKN SS THICKNESS
"I" STREET 7.5 2 1/2"
MILL STREET 9-:0 3 1/2"
(NTH STREET 7.5 3"
HIGHLAND AVE. 9.0 4"
FORTIETH ST. 7.5 2 1/2"
"E" STREET 9.0 ' :3 1/2"
ARRONHEAD AlE. 9.0 3 1/2"
SO. "E" ',ST. 8.5 3"
STODDARD AVE.~.5 2 1/2"
CITY OF SAN BERNARDINO - pllBLIC WORKS DEPARTMENT APPROVED
STANDARDS FOR
'CHAPTER 2.7
IMPROVEMENTS'
4"
4"
4"
6"
4"
4"
4"
4"
4"
I VAR. I
.....: 4.. .'~'
P.C..c. SIDEWAL.K
PER CITY STD.2Qi!
..5' ,,- .~.
s"
~ TYPICAL SECTION
~
~ -~,-'~-)
OIlECT OF PUBUC WORlCSICITY EN
ON n--~'-J"-~4
103
-.J9.!L.- SIIEE7 I OF f
~/j ~4(l
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STREET NAME TRAFFIC INDEX PAVE~~~T.: AGGREGATE :e:SE
CALIFORNIA STREET 4.5 ~1'/2" 14"
FIFTYEIGHTH STREET 4.5 2112" 4"
HARRIS STREET 4.5 21/2" 4"
RIJl.1 TO AVENUE 6.0 3" 4"
flARKSIOE DRIVE 4.5 2 V2" 4"
,ETIWANOA AVENUE 5.5 2\12" 4
HAZEL A\lEUNE 4.5 21/2" 4"
GILBERT STREET 5.5 2 V2" 4"
LAWRENCE AVENUE 4.5 2 V2" 4"
ALLEN STREET 4.5 2112" 4"
RANCHO AVENUE 7.5 t{' 6"
llULIA STREET 4.5 2 V2" 4
VALENCIA AVENUE 5.5 2V2" It'
WALL AVENUE 4.5 21/2" 4"
,SIERRA WAY 6.5 3" 6"
.....G" STREET 6.5 3" 6"
BRYANT 'STREET 4~ 2V2 4
THIRD STREET 6.5 2V2" 4
FOURTH STREET 6.5 3" 6"
"0" STREET 6.5 3" 6"
WATERMAN AVENUE 9.0 4" 6"
CLUSTER STREET 4.5 21/2 4
VALLEY STREET 4.5 2\12" . 4"
NOTE:
I. ALTERNATE PAVEMENT STRUCTURAL SECTION 2, ALTERNATE PAVEMENT STRUCTURAL SECTION
OF 3 1/2" ASPHALT CONCRETE PAVEMENT OVER OF 41/2"ASPHALT CONCRETE PAVEMENT OVER
NATIVE MATERIAL MAY BE USED IN LIEU OF 21/2" NATIVE MATERIAL MAY BE USED IN LIEU OF 3"
ASPHALT CONCRETE PAVEMENT OVER 4" AGGREGATE ASPHALT CONCRETE PAVEMENT OVER 6" AGGREGATE
BASE. BASE.
- 'TY OF SAN BERNARDINO-PUBLIC WORKS DEPARTMENT ~ BY ~ STANDARO DRAWING
STANDARDS FOR
CHAPTE~ 27 ~A ~ N\NBER
OIRECTOROF PUILlC WORKS/CITY~1: 103
IMPROVE ENTS ON (t. Z, 19 elf SHEET 2 OF 2
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98 24()
''''~'''I .oTIS:
CUll'.' C OIPOUIID SHALL aE
~ ~1f'OlI"LY OIl ALL POlED
SUIIFAeES PllIOll TO EVAPOlIA 1011
Of' SUIIFACE WATEII.
,
~
El'ANSION JOINTS AT END
RETUIINS . srllUCTUIlE' VI
PLANE JOINTS EVERY 10 FT.
011 AS IN'TIIUCTEO.
. ,
,:
/8'"
21"
tlH
NOTE
CClOlCllET~ IlUIT IS AT LUST
!U __ IIIX (SZO-C-2'001
AND HOLD 21100 '.1.1. IN
21 DAYI.
Rw~~
4
,. O.O~.,. cv, Yo.
~ ~4" ~/A/. Fr.
"- '~
;. " ~
TYPE "B" P.C.C. CURB 8 GUTTER
~.~"
~.4
SLOPE I :18
.
~
ZlI;-
zi" ~"
R$~.
.,.
/8"
,
~
R:r"
'"
';:.
"
..
TYPE "C" P.C.C. CURB 8 GUTTER
(LOCAL STREETS WHEN APPROVED BY THE ENGINEERl
IZ" J!4-
p:/,i'"
.. .. ~
.. .
"
.
.
b .
0.0"" Cl.I. YD.
PER iJA/. ~r.
TYPICAL SECTION
ROLLED CURB
IONL Y FOR SPECIAL APPUCATIONS AS
APPROVED BY THE CITY ENGINEERl
CITY OF SAN BERARDINO-PUBLIC WORKS DEPT.
TYPICAL SECTION-
P.C.C. CURB 8c GUTTER
q ,
.
'..
!! o.O~1 ClJ. yo,
P~K u.v. Fr
"
;O;r
Alt'
".~"
''''4
"
R..J-
"fAT-
.
~I
9O~,J
0.03/ C" YO,
PERU'</' FT.
TYPE "A"
P.C.C. CURB
APPROVED:
p.II...y ? 7
STANDARD
19& No.
200
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98 24()
VARIES
~'
,./.
~pe 3" /'Pr.
I
LTYP/~ .I."C4TIf).(/
~r"f/Al. (/T/UTY TRF#C/f'
WeAKeNeO ,P%JWE j()/NT
CASE ';4"
PRFFFR~eD .s;Pf'J./Ai.t' iOCATIOA/
VA~/ES
~ 'UN06STRl/rTFP
H/DT/I
ml'E i' . 'l'T
LoME GRAVEl. ar A.t.
1'Jfl)HI/JITf'P IN 1111$ .AREA
~J. MIN.I!t!('.
.MJFWAJ.K
CASE "8"
/"fAY /Ie U$F/): I.) W/EN FRONTAGE 1.$ iE5S TIWiIN 1Gt)' AND SAME
4FCTION EXIST.s ON 80TH $IPE$ OF I.or.
.r.) F"OR I"fE""N~RIN6 SIP~WAUC$.
1IItJsr. ~ I
,1_NMJt:
I
'II
I
--.l-
GENERAL NOTES:
',('O",46&>
-',&>INM-*'
.
l)(,()NCKETE t:'UII-MD-t"IJJI)()
L)WEAKENED ~F JDINT" T" I"MTCII
(Un JtJ/Nr A.I pAIl'eCTMIY
TIlE. I!N8INUJ?
1T.)cvRIMS ~,.,J't)tNO 4H~ /Ie
, $-"'RAyeo (A4l1RJ#ftfLY ON A/.L
EKI'DS~O 1V~IWtCl4 ~ TO 7Il'E
6V"'""""",,v OF ,NW,tjJfCE N4TE.e.
'.l!/lF~
TYPICAL S/OEJ./AU
TRANSITION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPRQ'{ED STD. NO.
~t1983
SIDEWALK LOCATION ~ 202
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24()
IENE".&.L NOTES
CURING COMIt01.frm SHAL.L BE "
S,,,,,rED UNlFO....L.y ON ALL '0
EXPOSED SU"'ACES ,.UOIlt -:t
TC IEVAltOIU,TION OF SUllt'ACEe.
WATEA. ",I
~~
I" . ZOo
~'orw!3 li"~ 1'0 J:;. I'/.....&J
I ,,....~ "'~ V.,.....l,.,...f
I s,,~r.(.e W.~,..
~
A
p'~"'.
I
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L. "----). '"
", '. ....;JI!..-,:JrIr9 LIneS ~ ':"l
~. ,," In''
:""'I~.e I .' . ..... - ,,:IO~'
_ ~ '_ ~ _ ..L _ _ L --;.
-t ' 1 ";
f '~
~ fi ~ i:
I.., t:' '
'E ,
~
th~"
x . 2'-G;' Fo~ c.".b F""",
Unde~ 10'
x. 3"0"Fo~CU"bF==
10' Ard Ove~,
x
.. y
A
PLAN
_ X _'
s...... C"r
. $I ,"E"$tinc Cu~' G..4i. r
...,~ F
~ '-1 ~~'
I I I
--,--------,.--------------
e..++o"" Of' Curb / I X I I X I
~ C-~ 1"'10' : 1;'
-ro,.orC\r\.'''' ,
G.rtt....c:;....... ~........
Cwr-b 0 nin '= w'" "-0.
ELEVATION
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I . II
J: 51~;/~'/~+'~. _~~
4/iiJM- .,.-~. ,
. :..r-'~- ....., ;.tIt El.pkin+
t.\,n' 5,~ v..~
!
!>'o,...IJ..../'"
--.. --." ..' :"!' ~'." ,',
.:. t
'1,'l5tp ,j..;n' ,,'
\ Slope \.l.t ic Ex:."; \l'll"
.,.;~
5ECTION 'A-A'
(PcrkWCI':jS LAss Than 10')
SECTION 'A.A'
(F\:::lrkWCl':l~ 10' And G....""+e...)
CITY OF sA.\..i ~2NAlIDIIJO -PUBLIC WO~DEPT,
r2ESI DENTIAL
DI2.IVEWAY APPQOAC~
REV AtltI~cI G,,,,,,"ol M
REV oJ ,p.",.,.' Jlf......." Ne . I
flEv L Re_.., J..." r_ DIi" J/lf/1fI n:
. .1.. . AM_ N.,.
Il,EV I C._to A_~."co pi... '1 'ICe
STANDARD
Ne.
APPlWVED
~ ~',:9 55
CITY E"'GI~EE'12
20:3
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98 24()
,
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,
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R~l
i I
II
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, ,
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,
a::
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!::
'" ~
'" .
~
CD
AB8REV I A TI ONS
Avenue z Ave
Alloy . Alloy
Boulovord = Blvd
Contor . Clr
Clrelo = Cr
Co...l . CI
Orlv. :I Dr
HI Qhwoy . Hwy
Lon. :I Ln
Ploeo . PI
Porkwoy . Prkwy
Rood . Rd
Sloto Roulo' RIo
SlrOlt . Sl
Troll . Tr
Woy . W""
ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL
,
...
.
...
JZ::...
RIlt.r&
( SIGNALIZED I
:NTERSECTION
1<," BOllO€II 1<," FROM ALL EDG€S
r
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~cn~ ~
II _~_. _
DU ~@Q)~
.
:J!
CURB
FACE
2'-0"
ARTERIAL / ARTERIAL
OR ARTERIAL / LOCAL
~ !
~9fr~~ f
~l.
9"
BlADE
( UNSIGNAlIZED
INTERSECTION
" FROM TOP & 8OTIOM
5/11" I
DIll.. +
G?)<;1J ~
~~~61;;m
II
ANCHOR:
TELESPAR .
2\1." SQ..30'"
H.D.
,@
,
al
!..
LOCAL / LOCAL
3 !.I. " .~ ~~l.
6" 'h . 0 . _ afF:n.
NOTE: BI ADE 1<,' BOllO€II~FROM TOP & 8OTI~
STIlEET - & IlMlER SHALL ' I I 0 .1!
BE CQfTERED 80TH VUlT. & HOIIII. u). 4' ',0
I WITH 21'.. CI..EAII ON ENDS I ON
SIGN LAOE.
111M. LETTER SPACING. 75"
I F.H.W.A. ST.IIIlARO I
24" MIN.
36" MAX. OR APPROVED
USE WESTERN HIGHWAY PRODUCTS
I OIl APl'ROVED EQUAL l
@
I S. & 9. ) SIGN BLADES ARE O,OB GAUGE EXTRUDED ALUMINUM
ALLDY WITH .250. STlFFNER AT TOP & BOTTOM EDGES. DOUBLE
FACE FINISH WHITE LETTERS & BORDER ON GREEN BACKROUND
6" SIGN BLADE TO BE FABRICATED USING ENGINEERING GRADE
SHEET I NG. & 9. SIGN BLADE SHALL BE F ABR I CA TED US I NG HIGH
INTENSITY REFLECTIVE SHEETING.
I 12" I SIGN BLADE SHALL BE 0,08 GAUGE FLAT ALUMINUM ALLDY
SINGLE FACED WITH WHITE LETTERS & BORDER ON GREEN BACK-
ROUND BOTH FABRICATED USING HIGH INTENSITY REFlECTIVE
SHEETING & ATTACHED TO SIGNAL POLE AT 96" FROM SIDEWALK
USE BRACES WHEN 36" OR LONGER IN LENGTH.
@ SIGN - TO . SIGN BRACKET. S~PR-LOK 2N990X. ,2BO" WIDE
SLOT, VANDAL - PRUF BOLTS 2NVPAI2,
@
@
@
POST - TO .. SIGN BRACKET. SUPR . LOK 2N97 SOX2 ,2BO" WIDE SLOT.
VANDAL - PRUF BOLTS 2NVPAI2,
SIGNPOST TELESPAR 2" SO.. 12 GA. HELD TO A 2\14" SO..30" H.D, ANCHO
FOUNDATION. PORTLAND CONCRETE CLASS 500-C-2500
MAX, SLUMP . 5",
w
TOP OF EXISTING
SURFACE
.
o
...
CITY OF SAN BERNAROINO / PUBLIC WORKS OEPT.
STREET NAME SIGN
?
STANDARD
NO.
504
I OF 2
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98 24()
II'
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B.CJl.
.
- '----r-MAJOR
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~
III
B,C.R.
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ll:'
<,jl
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~
III
"
<J
III
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MiNOR
. STRCrT .
I
II f~
"T" INTERSECTION
II (
+1
~
III
B.CJl.
~. INT RSECTION
"L" INTERSECTION
LEGEND
... DOUBLE SIGNS WITH OR WITHOUT R-I
+ SINGLE SIGN WITH OR WITHOUT R-I
NOTE:
LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXMATE.
AL TERNATE LOCATIONS TO BE APPROVED BY ENGINEER. TYPICAL
LOCATIONS: ON B.CR OF N.E, I S.W. CORNER OF INTERSECTIONS.
FOR UNNAMED PRIVATE STREETS. THE WORDS "PRIVATE STREET"
SHALL BE 4" HIGH AND CENTERED WITHIN THE SIGN.
MAJOR STREET. ARTERIALS
MINOR STREET. COLLECTORS I LOCALS
CITY OF SAN BERNARDINO I PUBLIC WORKS DEPT.
Zl~
RET W S
CITY ENGI
STREET NAME SIGN
STANDARD
NO.
504
20F'2
I
98
24()
I
I
0
..9 .< ..9- .(: 0
0
wU> 3Nl1 &llIn::) ~
>- ..J
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>-.
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W'" ;,
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"- . >-
Wa:
a:W >-
0 Z
o a: . <i
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trCEl~ 0.
eL
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"U> 0- 0
a: O.
W.." Ul
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a:u>. ..X
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2: X" Oz
>-~
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o X x ~
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O=> ..X
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coW -..---- .; >
l&J :It:~ "
a.. ~ <[ to, . W
.. >-
>-U>"- 0
>- .. Z
.. Z
0 .. 0
..
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0- ..
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'" 0
.. 0 0
------- 0-
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0" 0
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0" 0 ILl
0
0 .0
0.. JO J:
JO- "
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a: 0 .. cI:l
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0 .. -'
"0 U> in c
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II. II.
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=0 "" 0 X
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:::: >- -
0 i - -
'" .. :t .. :t
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>- X Z 0- 0-
i 0 0 .. 0
'!' z N
Z ~ ~ , "
CO Z ------..- ",
in z ------_.: ..'
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0 rn W 2: ..
Z : a: 0 ..
W W 0 ..
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BARRICADE
DETAIL
/0 -(;. H' STANDARD
NO.
505
CITY OF SAN BERNARDINO PUBUC WORKS DEFT. APPROVED
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5.1.. L.UMENS
TYl'E
A 00
8 9500
C 16000
o 22000
E 27500
98
L.AMF'
(WATTS)
o
tOO
150
'200
250
.
24()
UNINAIRE
IG.E,)
M-150
M-150
M -150
M. 400A
M-400A
HEIGHT(:!:) r
POLE FT tNAI
23 26
23 26
28 30
28 30
28 30
ACCEPTABL.E POLES
AMERON ENTR N
ICI-23F6 MBO-7 -AP6
I C I- 23F6 MBC- 7 -AP6
Ie t-28F6 MBO-8.S-AP6
ICI-2BFlS MBO-S.5-AP6
ICI-28F6 MBC-8.S-AP6
..
..
..
30"
T
6'
LUMINAIRE' G.E. M-150t400A CUTOFF, WITH ~.(. "ECE"TACLE,140V AC. WITH H.". 5."'.
1.AMP CQ.L - l.UCALOX I. P.E. CONTROL - FISHER PIERCIE MODEL 8e80 I (IO~ -lla VAC I.
IALAST SHAL.L. BE "nUL.ATOR TYP'E.
MAST ARM' SHALL IE COMPATlILE WITH POLE TENON AND CONFORM TO AST... AI20 FOR
GALV. STEEL ".,,[ OR 808a - TtS FOR ALUM. PIPE.
POL.E'
I. SHALL BE OCTAGONAL. SYMMETRICALLY U"PEREO. ""ECAST I ,.'USTRE_SED CONCRETE, NATU""" 8'tA'I' WITH
Il.ACK AND WHITE A."!:II;..T!. WITH "NTI'''''''"ITI IU"""CIE. IlIIETAI. MAY lIE USIED UNDIER I"ECIAI.
aRCUMSTANCES .
I. SHALL IE eASE MOUNTIED, DIRECT eURI"1. NOT ..1.1.0WIED.
3. M..NDHOI.IE 'HALL. "ACE CUR'.
4. SMALL IE "r..UIIII, IIIAX. VARIANCE D.O'''/ft.
,. I.ClCATION I TO IIIOLIE CIENTIE" 1- I' "'0IIIl CUM "IoCIE, " ,.ItDM Ie", e' ,.1tOM F'"IE HYDIIANT CIENTIER ,
4' '"OM O,UVlWAT IEDGIE AND OTH!" OBSTIIUCTIONS.
e. ""Dvm 4' eL.E"" 1l0EW&U: WIDTH ,,1tO.. .-oLE ItO.IE.
T. eOI.T ClRCL.E DI"METE"' II I"" AMIEItOft, II IIZ" eENTRlEeOH.
e.IlIATIE"IAI.$ SHALL. IE "ROM ....E "ANu,..eTUItER A1..ONG SAME STRUT.
'U.EHOI.DEIt T"ON HltX (l40VOLT ClItCUITI WITH e"F
f'USE.IUSSM"N "FG. DIV. Oft 10UAI.. 'UII IHAI.1.
'E "&TED AT ,..VE TIMES '''I.I.AST I.IHE C"""IENT.
("ER .U,.....N .UL.I.IETIH IFH -III.
11
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n":~:."
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Lt"
A""I.T ! ..AnRS 1M co. 1E1.Ee. TA"E NO. l:!l AND
I LAYE" 0' U"E NO, II OR IQUAI. ~~ ~
(TY"lCAI. 4 PI.,I ~ %
'Z" NO. . AWG. ""nAIL. - l' 'I"Vlel DIItICT "I, ~;. ,: "
I' ~~ /, :'
'1IOfIl UTIl.ITY eo. NO-LOX "EQUIIIED FOR ~: ,,- II I'
DIIlMII.&. MIETAI.'. . ': - ~ .,'
'.'"
..'
1101l40V elllC1.llT
..
FUSE HOLDER DETAIL
CAP
DETAIL
,.OUNDATION' I. ".c.e. HO-C- U50 "lit SEC. 101 STD. '''ECS.''OR ", W, CONST.
Z. ANCHOR .01.TS r" I Ie" I 4" 14) "Eft ASTIII DUll.
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED ~./S"- 8~
STREET
STANDARD
NO.
LIGHT
STANDARD
~%~+
OIR CTOR OF PUBLIC S I
CITY ENGINEER
SL-I
I
C (..... 24()
:Jtj
&'7 1/4 "
I
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,
,
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"'
:;
-'
..
z "
0 "
., "'
" "
48" "' "
" ..
-' "'
-' -'
=> '"
.. ..
LOAD -'
..
"' SIDE "'
" PULL "
: z SECTION
i
'"
0: -
rrs
0-. . .
:,
..... .
. . .. ..
.
tb 16"
I
BROOKS NO.3 1/2 PULLBOX. OR APPROVED
EQUAL. C~R TO BE INSCRIBED
WITH "STREET LIGHTING"
I
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f~-"""
l I
, /
z
i
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.
'"
..
I
CONDUIT
DO NOT PLACE IN DRIVEWAY OR ROAD-
WAY, 3' MIN. FROM FIRE HYDRANT.
SPACE EQUALLY ON RUNS NOT TO
EXCEED 200'.
I
PULL BOX DETAIL
;; ;:.H
I
PAOMOUNT MOUNTING SLEEVE
P.C.C. 560-C-32:50, PER SEC.
201 STD. SPECS. FOR P.W. CONST.
2" MIN. CONDUIT TO UTIUTY
SERVICE.
INSTALL 5/8" I: 8' BLACKBURN COPPER
CLAD, OR EQUAL, .GROUND CLAMP AND
NO.8 AWG BARE COPPER SOLID
BONDING CONDUCTOR FOR GROUNDING
OF PEDESTAL.
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24"
I
SERVICE PEDESTAL DETAIL
NOTES:
&
I. SERVICE PEDESTAL SHALL. BE MYERS ELECTRIC PRODUCTS MEUGQ -MIOOC/SS OR EQUAL
2. CIRCUIT BREAKERS SHALL BE SUITABLE FOR USE ON 120-240 VOl.T SERVICE AND SHALL BE APPROVED BY UNDERWRITERS
LABORATORY.
3. CABINET SHALL BE BONDED TO CONDUIT WITH COPPER GROUND WIRE EQUIYALENT TO NO.6 A.W.G.
4. PULLBOX SHALL BE INSTALLED NEXT TO BASE WITH I 1/2" CONDUIT MINIUM.
5. CONDUITS SHALL EXTEND INTO CABINET I" ABOYE FLOOR AND HAVE APPROVED CONDUIT BUSHING.
6. CONTRACTOR SHAL.L MAKE ARRANGEMENTS WITH UTILITY FOR 120-240 VOLT SERYICE AND SHALL. BE RESPONSIBLE
FOR ANY CHARGES BY THE UTILITY FOR ANY WORK.
7. PULLBOXES SHALL BE PLACED ON ONCOMING TRAFFIC SIDE OF POLES. TOP TO BE FLUSH WITH ADJACENT GRADE.
KNOCK OUT OPENING TO BE SEALED WITH GROUT AFTER CONDUIT INSTALLATION.
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NO. REVISION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT. APPROVED ~~/S-.B,c
STREET LIGHT SERVICE PEDESTAL
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98 240
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this 2.3~[J day
of SEP7""EHt5C;e. , 199~J yetween the city of San Bernardino
(hereinafter "City"), and /ll//L/-i C OJJS:T.tZ.VCT /O~,) ~JJC.
(hereinafter "Contractor").
1. For and in consideration of the payments and agreements
hereinafter mentioned, to be made and performed by the city, and
under the conditions expressed in the bond as deposited with the
City, receipt of which is hereby acknowledged, Contractor agrees with
the city, at Contractor's own proper cost and expense in the Special
provisions to be furnished by the city, necessary to complete in good
workmanlike and substantial manner the
STREET IMPROVEMENTS
AT
"E" STREET/KENDALL DRIVE
FROM
36TH STREET TO "H" STREET
in strict conformity with Plans and Special provisions No. 9780. and
also in accordance with Standard Specifications for Public Works/Con-
struction, 1997 Edition, City of San Bernardino, Department of
Public Works/Engineering Division, on file in the Office of the City
Engineer, which said Special Provisions, and Standard Specifications
are hereby especially referred to an by such reference made a part
hereof.
2. Contractor agrees to receive and accept the prices as set
forth in the bid schedule as full compensation for furnishing all
materials and doing all the work contemplated and embraced in this
agreement: also for all loss or damage arising out of the nature of
the work aforesaid or from any unforeseen difficulties or obstruc-
tions which may arise or be encountered in the prosecution of the
work and for all risks of every description connected with the work:
also for all expenses incurred by or in consequence of the suspension
or discontinuance of work, and for well and faithfully completing the
work and the whole thereof, in the manner and according to the Plans
and Special provisions, and requirements of the Engineer under them.
The Contractor herein covenants by and for himself or herself,
his or her heirs, executors, administrators, and assigns, and all
persons claiming under or through them, that there shall be no dis-
crimination against or segregation of, any person or group of persons
on account of race, color, creed, religion, sex, marital status,
national origin, or ancestry in the performance of this contract, nor
shall the Contractor or any person claiming under or through him or
her, establish or permit any such practice or practices of discrimi-
nation or segregation with reference to the selection of subcontrac-
tors, vendees, or employees in the performance of this contract.
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~b 24()
AGREEMENT: STREET IMPROVEMENTS AT "E" STREET/KENDALL DRIVE FROM 36TK
STREET '1'0 "K" STREET
3. city hereby promises and agrees with the said Contractor
to employ, and does hereby employ the said Contractor to provide the
materials and to do the work according to the terms and conditions
herein contained and referred to, for the prices aforesaid, and here-
by contracts to pay the same at the time, in the manner, and upon the
conditions above set forth; and the same parties for themselves,
their heirs, executors, administrators, and assigns, do hereby agree
to the full performance of the covenants herein contained.
4. It is further expressly agreed by and between the parties
hereto that should there be any conflict between the terms of this
instrument and the bid or proposal of said contractor, then this in-
strument shall control and nothing herein shall be considered as an
acceptance of said terms of said proposal conflicting herewith.
IN WITNESS WHEREOF, the parties of these present have
hereunto set their hands the year and date first above written.
CONTRACTOR
CITY OF SAN BERNARDINO
Name of Firm:
LJvtiA ~';;;c.-dfOo-< !;Z;r..e BY:
V LLES, Mayor
San Bernardino
BY:
[}e-&// J f7V( L/'9
,
P/fE<?
.
.
AT
TITLE:
MAILING ADDRESS:
PO 4%' r:,l 9/
~ 1J..u ;g,el'f A/M tJ //W ? chi
cy:2~ /.2-
PHONE NO.: (?c:r7'l !J8'c:::. ~.:J-..J-) 7
~C~
APPROVED AS TO FORM
AND LEGAL CONTENT:
JAMES F. PENMAN, City Attorney
~~I1D~
BY: T"
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