HomeMy WebLinkAbout2012 BASELINE RD
GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS
1,UNLESS OTHERWISE NOTED. ALL WORK SHALL BE DONE IN ACCORDANCE Unless otherwise specified on the working drawing which forms a pari of the specification, the Controctor/Developer
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, shall furnish the following items at no cost to the City of Rancho Cucamonga.
CURRENT EDITION INC., LOCATED Al 1612 S. CLEMENTINE STREET, ANAHEIM CAA.WITH ALL CURRENT SUPPLEMENTS, PUBLISHED
BY
BUILDING NEWSSINCThe engineer has attempted to correctly show all existing utilities and substructures NO. CONDUIT REQ'O. r' 1111—SIZE OF CONDUIT
AND APPROPRIATE STANDARD DRAWINGS. in the vicinity of the work, but does not guarantee there ore no other substructures in the area.
Failure of the engineer to show all substructures in their correct location will not be a basis for o claim for extra work, RUN NO. �—LENGTH OF TRENCH
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT and the controctor shall be resposible for of damages to substructures whether shown or not,
FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT
909-477-2740 x4018
OF FACILITY 1REtJCH
3.ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY Ty OR DB.) }-
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS TYPE
IN ADVANCE AT 909-477-2740 x4018 1. CONDUIT:
a. Minimum cover in street or LLNGTH OF TRENCH
CHURCH ST parkway is 30' below gutter grade, unless nosed otherwise. RUN N0.�+�
4.48-HOURS PRIOR TO ANY WORK, TH CONTRACTOR SHALL CALL b. Minimum cover on private property Is 30" below finished grade, unless noted otherwise.
THE UNDERGROUND SERVICE ALERT AT 1 800) 422-4133 AND OBTAIN c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120.
z AN INQUIRY IDENTIFICATION NUMBER. d. For the type of conduit for ihis job, see City specifications. STRUCTURE
J 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE STATION
WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC f. Cap of mainline conduits and service conduits per City specifications. SIA
O WORKS CONSTRUCTION, g. Install blank conduit plugs in oil conduits terminating into Vaults, Monhole's, PMH's, SQE's & all cap locations, STATION NUMBER
per City specifications.
a CULTURAL CENTER a DRIVE 6.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. Install pull rope in oll conduit runs. Pull rope to be 3/16" polypropylene or polyethylene rope, braided
IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 OF THE STANDARD or twisted. STREET LIGHT
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION.
L All conduit must be mondrelled with a City approved mondrell.
e 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL -s—SUE of CONDUIT
QQ UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT 2. CONDUIT RADIUS REQUIREMENTS: NO. OF CONDUIT REO'D. -11--N. MAIN THEN FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE
o: The minimum radius For bends ore:
OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS �,► -+f—LEtJGT}I OF CONDUIT RUN
w IN CONNECTION WITH THE PROSECUTION OF THE WORK. 36" for conduits 3' in diameter or smaller RUN NO.
48' for conduits 4' and 5' in diameter
W ,w j4 60' for 6" diameter conduit STREET LIGHT
S. MAIN w z z w b: The minm imuradius for all sweeps of of mainline conduits is 12'-6' (unless noted otherwise). TRENCH
I r4
+ F C3 3. EXCAVATION AND BACKFILL:
03 z w a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of TYPE OF FACILITY
y1y W 03 O Y City conduit or structures. LENGTH OF ADDITIONAL
VERSAILLES b. All excavations shall be in accordance with the California State Construction Safety Orders when applicable), � 1RENCH REQ'D.
UTILITY OWNERS: y ( PP )' RUN N0.
(' a' City specifications, and of governing local ordinances.
Q MIKE TENEYEK c. Each trench to be a uniform depth below final grade prior to installation of City conduit or structures.
CITY OF RANCHO CUCAMONGA d. Bockfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, STREET EIGHT
10500 CIVIC CENTER OR and/or imported bockfif, when required. STATION
Q
VICTORIA GARDE S LN RANCHO CUCAMONGA. CA 91729 a. Dockfill with a MINIMUM of one sack per yard send cement slurry around and over vaults and manholes STA.
909-477-2740 x4035 and around Phil-6 within one foot of finished grade. AN
���P 155 f. Backfill, per Agency speciricotions, shall immediately follow substructure installation. At no time 4 STATION NVLIDER
w shall cable be left exposed over 24 hours.
g. No rocks are allowed within 12 inches of direct-buried cables or any conduit without concrete encasement.
FOOTHILL IIL D Q Native bockfif capable of passing through a one-half inch mesh screen shall be considered to be 'rock free'. NO. CONDUIT REQ'D.�w- SZE OF CONDUIT
If existing backfill does not pass through a 1/2' screen, place imported sand 3 below and 12' above City
cables. After this point, no rocks larger than 12' diameter are permitted. REFERENCE RUN NO.—► MEMO -.y—DENOTES CONDUIT RUN CONTINUATION
h. All bockfill shall be compacted Q acted to meet or exceed local ordinances or other r FOR CONSIRVCTION INFORIAA110N
Q p egwremenls, li shall be placed
in o manner that will not damage ilia conduit or substructure or allow future subsidence of the trench or
structures.
STREET LIGHT
T /C /
4. PAVING: SIZE OF CONDUIT
tJSITRepaving, where required, shall be placed in such a manner that interference with traffic, including NO. OF CONDUIT REQ'D.
pedestrian traffc, will be kept to a min mum. The Contractor Shall establish a program of repaving acceptableMEMO DENOTES CONUWT RUN CONTINUATION
to the Municipality, County, or other authority having jurisdiction and which is occeptible to City. REFERENCE RUN NO. —a"– FOR CONSTRUCIIUN INFCRMATKJN
5. STRUCTURES:
a. All substructures shall be constructed or installed to City specifications. STREET EIGHT
b. Install protection barriers when required in areas exposed to traffic, per City Inspector. STATION
c. Al conduit lines and concrete floored substructures shall be water tight. STA.
ARROW RD d. Alla unding materials shall be furnished and installed by the Contractor. Xst �—SIATION NUMBER
e. Contractor to provide substructure enclosure wall details to City Inspector for approval prior to installation.
S. RETAINING WALLS:
When required, retaining wolfs shall be provided by the Contractor. Walls are required wherever grade rises
more than 18 inches above the structure or 24' above the pod surfoce at a distance of 5 feel from the some,
or in areas subject to erosion. Design and installation must comply with local building ordnonces.
Refer to City Inspector for typical space requirements.
7. PERMITS:
All permits necessary for excavation shall be provided by the Contractor.
S. ACCESS:
Heavy truck access shall be maintained to equipment locations. Structures must be clear of all appurtenances
that would obstruct the loading or unloading of equipment.
FULL ENCASEMENT IS REQUIRED FOR
9. SERVICES: ALL MAINLINE (DISTRIBUTION) CONDUITS.
a. Meters and services shall comply with City Services Requirements.
b. Wring must be in accordance with applicable local ordinances and approved by local Inspection Authorities,
10. LOCATION:
a. The location of excavations and structures for City shall be as shown on the working drawing. No deviation
from the planned locations will be permitted unless approved by the City Inspector.
b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility Of the —E— EXIST. ELECTRIC UNE
—SL— EXIST. STREET LIGHT ELECT. UNE
Contractor.
—M— EXIST. TRAITIC SIGML ELECT. UNE
11. Contractor is to verify location and widths of of sidewalks and driveways prior to street light installation. —TL— EXIST. TRAFFIC LOOP ELECT. UNE
With the approved street improvement plans, approved street light plans and the actual field conditions. —r— EXIST. TEL. UNE
C— EXIST. GAS LINE
12. SURVEY:
—W— EXIST. WATER UNE
Surveying of street improvements shall be performed by contractor, property corners, lot lines, finished grade, etc., necessary for the --PW— EXIST. PRIVATE AWNED WATER UNC
installation of underground facilities must be completed and markers or stakes placed prior to the start of the In-
stollation. In addition, Contractor shall maintain the markers during the installation and inspection by —50-— EXIST. STOR,v GRAN UNE
Agency. Grade and property line stokes must show any offset measurements. —5--EXIT. SEWER LINE
13. COORDINATION AND SUPERVISION:
The Contractor shall provide supervision over and coordination among the vorious controctors working within the
development in order to prevent damage to City facilities. He is responsible for the cost of repairs, re-
placement, relocation, or other corrections to City rocilities made necessary by his failure to provide
supervision or to otherwise comply with these specifications.
14. TELEPHONE AND OTHER UTILITY REQUIREMENTS:
The drawing prepared far this job may also cover the facilities to be installed for the telephone company
and/or other utility. Any questions concerning details of their installation should be referred to the company
concerned.
16. WARRANTY:
Contractor expressly represent and warrant that all work performed and of material used in meeting Contractor's
obligations herein are free from defects in workmanship and ore in conformity with Agency
requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance
and shall expire one year from that date. Contractor agrees to promptly correct to the City's satisfaction
and that of any governmental agency having jurisdiction and at Contractor's expense any breach of this warranty
which may become apparent through inspection or operation of underground electric system by City during this
warranty period.
17. INSPECTION:
Inspection is required during the construction period. A 48 hour advance notice of intent to start construction
is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 x4018
SAMPLE OF VENDORS: 18. AS-BUILTS:
Contractor responsible to maintain as-built drawings which ore to be updated daily.
CONCRETE PRODUCTS Contractors shall keep and maintain two copies of the os-buills. One set is for the contractor
and the second set Is for the City Inspector.
Precast concrete item Complete with necking,cover,and
inserts may be obtained from any of the following
approved manufocturers.
JENSEN PRECAST
14221 Son Bernardino Ave., Fontana, Calif, 92335 I ct"" *�
Phone: (909) 350-4111 �'�F�),' ''
UTILITY VAULT CO. '
10650 Hemlock Ave. Fontana Calif. 92335 ,,Y'•y
r rk r,>�li��~t�
Phone: (909) 350-2675
a<
! � r+1.
(909) 428-3700
�`• r+.IkINcAE
DETAIL 'C'
DETAIL "Br GUTTER GRADE -
GUTTER GRADE
N C.A.B.
T_ (PARKWAY AREAS-r / E
BACKFILL ACCEPTABLE)VE
DETAIL Ar N E PARKWAY AREAS- NATIVE
GUTTER GRADE BACKFILL ACCEPTABLE) z
'• � � M � �� UNDERGROUND SERVICE ALERT
3. 1 -800-227-2600 CITY OF RANCHO CUCAMONGA
/ 3•
N ` 9S C.A.B
(PARKWAY AREAS- NATIVE
BACKFILL ACCEPTABLE) 3' '` �` r / - Call USA APP OVED BY.- ,
Ilii _ice!— - For Underground Locating
j T _ -+-COMMUNICATIONS 2 Working Da Before You Di
9 Y9 9 LL AM J. 0 NEIL R.C. 493 CITY ENGINEER DATE
,f'- �- - -•-3' T +--COMMUNICATIONS .e ___- 4--SAND
SHADE NO. DATE REVISIONS CK. BY F >
h - -r -+--SAND �-- BUTSKO IZOCIILS I LIQ BLVD. BI-IASL I
_-_-_ SHADE �' �:J',Q -�- CONCRETE ENCASEMENT
..... .... . .
CONDUIT SHOULD BE CENTERED
FUR SINGLE CONDUIT �: +- s-CONCRETE ENCASEMENT �'.E n T 1 f 1 f 1
SAND -.-. F F APPLICATIONS. , p+ '�-- 11 �-I' SAND ,t E LE C Z R I C AL DISIRIBUION
SHADE '*-Y SAND —I' SAND CUSHION UTILITY DESIGN, INC.S
CUSHION CUSHION SYS F�3�41 1 2 I(
�/
TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION h, I�/
SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT
SIMILAR CONSTRUCTION FUR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR PLOTDATE:
FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS JOB NO.. 04-0002S SHEET 1 OF 2
2 CONDUITS MAX. 2 CONDUITS MAX.
OF STREET LIGHT CONDUIT
DESIGN BY: eulska utaay Design Inc. DRAWN Y;CHRIS BEEMAN 0,3/05/04
MATCHLINE A1f SEE RIGHT
c::
x _
d
II II II II
I -.•, II II FI it 1429"
1 ORCE 010.7 5'x10'6"x7' 1P 11E ,
I I I I f I I I 0108 TO CAP
ez 1, { I I I EXISTING
RCE 000�11i �' �' I ► r� iI I
I
I
I I I ^ 7'x 14'x8' VA
( i � 00,
INTERCE �POINT A
INTERCEPT
&CAPI 5r
O i t I P� I I
I i _
_J-ACK BENNY
I
SIVE
I I II i II 1 1 i it
4 yr 1 I �--_ ) �_ — � 2 5r
1 a
0107 TO A01 469'
/ —
— -- CAP TO CAP
22'' Ir �01t,41f. tvc—' �( —Ec urd - —moi--_ - —
0107 TO 0108
I
t Y 84'4!'13't 4.00'
2
I I
' 221,
7
11VTEPT.,, NT `Ar g
d
I (
RCE 0108
cco@ _—._------------
7'x14'x8' VAULT K.
GROUND ASSEMBLYr — Z
S.CE.vQAI O I°
i l l
_
w s !_h
I I>
� of
A I�I
I _
07 1
50
40
z9 ( v
0108 o CAP I I
E 5/Lf,� ; ,
r- I I 1. t >tint. F' r5fs?.•S Pol
1
`
6+16.00 TEM
( I In 1
to
_ I I
I
I II
CITY OF RANCHO CU CAM ON GA
' APPROVED BY.
01
I I I I I W! LIAM J. O'NEIL R.C E.24953 CITY ENGINEER OA E
1
' N0. DATE REVISIONS CK. BY
I BUTSKU
ROCHESTER BLVD. PHASE 1
ff ff UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION
MATCHLINE A SEE RIGHT SYSTEM
SCALE 1 = 50' PLOT DATE:
DESIGN BY: e1,tskv utility oe5;9n Inc. DRAWN BY:c1iR1s eEEMAN PLOT D04 JOB NO.: 04-00023 SHEET 2 OF 2
BASELINE RD GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS
1.UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE Unless otherwise specified on the working drawing which forms a port of the specification, the Contractor/Developer
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, shall furnish the following items at no cost to the City of Rancho Cucamonga.
CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS. PUBLISHED BY The engineer hos attempted to correctly show all existing utilities and substructures NO. CONDUIT REQ'D. �' -+ SIZE OF CONDUIT
BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM tlU in the vicinity of the work but does not guarantee there ore no other substructures in the ores.
AND APPROPRIATE STANDARD DRAWINGS. y g -�-LENGTH of TRENCH
Failure of the engineer to show oil substructures in their correct location will not be o basis for a claim for extra work, RUN NO.��
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT and the contractor shall be resposible for all damages to substructures whether shown or not.
FROM THE CITY OF RANCHO CUCAMONGA, OFFICE AT
909-477-2740 x4018
3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY TYPE OF FACILITY TRENCH
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS (CIC OR UB.)IN ADVANCE AT 909-477-2740 x4018 I. CONDUIT:
a. Minimum cover in street or parkway is 30" below gutter grade, unless noted otherwise. RUN NO.-ter • LENGTH OF TRENCH
4.48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL b. Minimum cover on private property Is 30" below finished grade, unless noted otherwise.
CHURCH ST THE UNDERGROUND SERVICE ALERT AT 1 (800) 422-4133 AND OBTAIN c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120.
AN INQUIRY IDENTIFICATION NUMBER. d. For the type of conduit for this job, see City specifications. STRUCTURE
5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE STATION
J WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC t. Cap of mainline conduits and service conduits per City specifications. USTAWORKS CONSTRUCTION. g. Install blank conduit plugs in oil conduits terminating into Vaults, Manhole's, PMH'S, SOE's dr all cap locations, r STATION NUMBER
tY per City specifications.
00 6.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. Install pull rope in of conduit runs. Pull rope to be 3/16" polypropylene or polyethylene rope, braided
IMPROVEMENTS AS PER SECTION 5-1. 5-2. AND 7-9 OF THE STANDARD or twisted. STREET LIGHT
a CULTURAL CENTER "DRIVE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. I. Al conduit must be mandrelled with a City approved mandrel.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL -s-SIZE Of CONDUIT
UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT 2. CONDUIT RADIUS REQUIREMENTS: NO. OF CONDUIT REQ'0.
QTHEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE a: The minimum radius for bends are:
a, N. MAIN OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS 36' for conduit" 3" in diameter or smaller RUN NO.
e"O "^-LENGTH OF CONDUIT RUN
IN CONNECTION WITH THE PROSECUTION OF THE WORK.
48' for conduits 4' and 5' in diameter
V ,, j 60" for 6" diameter conduit STREET UGHT
w Q b: The minimum radius for all sweeps of al mainline conduits is 12�-6" (unless noted otherwise), TRENCH
S. MAIN Z 3. EXCAVATION AND BACKFILL:
w WLITY
W o. Work area shall be cleared and rough graded to within Four inches of final grade prior to installation of TYPE OF rACI
w 0 City conduit or structures. LENGTH OF ADDITIONAL
a V CO Z W b. All excavations shall be in accordance with the California State Construction Safely Orders (when applicable), "r'TRENCH REO'D.
(� UIn VERSAILLES Y City specifications, and al governing local ordinances. RUN No,
UTILITY OWNERS: c. Each trench to be a uniform depth below final grade prior to installation of City conduit or structures.
Q MIKE TENEYEK d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, concrete, STREET LIGHT
CITY OF RANCHO CUCAMONGA and/or imported bockfN, when required. STATION
10500 CIVIC CENTER DR e. Bockfil with a MINIMUM of one sack per yard sand cement slurry around and over vaults and manholes STA, y
Q RANCHO CUCAMONGA, CA 91729 and around PMHI'3 within one foot of finished grade. AN
V CTORIA GARDENS LN
909-477-274D x4035 t. Botkfig, per Agency specif cations, shall immediately follow substructure installation. At no time STATION NUMBER
�P 15 shall cable be left exposed over 24 hours.
g. No rocks ore allowed within 12 inches of direct-buried cables or any conduit without concrete encasement.
Native backfill capable of passing through o one-half inch mesh screen shall be considered to be "rack free', NO. CONDUIT REQ'D. ► -.a-SIZE OF CONDUIT
FOOTHILL BL D > If existing backfill does not pass through a 1/2' screen, place imported sand 3' below and 12' above City
Q cables. After this point, no rocks larger than 12" diameter are permitted. REFERENCE RUN NO. J0-- MEMO .s-DENOTES CONDUIT RUN CONTINUATION
h. All bockfil shall be compacted to meet or exceed local ordinances or other requirements. It shall be placed -.4-COR CaNSIRUCTTON wroRMAnoN
Q` in o manner that will not damage the conduit or substructure or allew future subsidence of the trench or
(� structures. STREET LIGHT
4. PAVING: {-SIZE OF CONDUIT
S fti r, Repaving, where required, shall be placed in such a manner that interference with traffic, including NO. OF CONDUIT REQ'D.
J SITE pedestrian traffic, wig be kept to a minimum. The Contractor shall establish a program of repaving acceptable
to the Municipality, County, or other authority having jurisdiction and which is occeptible to City. REFERENCE RUN NO. -� MEMO -_FOR OCONSTRUCTITES ON INFURMATIUN TION
W 5. STRUCTURES:
a. All substructures shall be constructed or installed to City specifications. ST STATK)N T
b. Install protection barriers when required in areas exposed to traffic, per City Inspector.
c. Al conduit lines and concrete floored substructures shall be water tight. STA.
0 d. All g9rounding materials shall be furnished and installed by the Contractor, )K# STATION NUMBER
ARROW RD e. Controctor to provide substructure enclosure wall details to City Inspector for approval prior to installation.
S. RETAINING WALLS:
When required, retaining wolfs shall be provided by the Contractor. Wolfs ore required wherever grade rises
more than 18 inches above the structure or 24' above the pod surface of o distance of 5 feet from the same,
or in areas subject to erosion. Design and installation must comply with local building ordinances.
Refer to City Inspector for typical space requirements.
7. PERMITS:
All permits necessary for excavation shall be provided by the Contractor.
8. ACCESS:
Heavy truck access shall be maintained to equipment locations. Structures must be dear of all appurtenances
that would obstruct the loading or unloading of equipment.
FULL ENCASEMENT IS REQUIRED FOR
9. SERVICES: ALL MAINLINE (DISTRIBUTION) CONDUITS.
a. Meters and services shag comply with City Services Requirements.
b. Wiring must be in accordance with applicable local ordinaries and approved by local Inspection Authorities.
10. LOCATION:
a. The location of excovations and structures for City shall be as shown on the working drawing. No deviation
from the planned locations will be permitted unless approved by the City Inspector. -E- EX/5T. ELECTRIC LINE
b. Actual location of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the
-SL- EXIST. STREET LIGHT ELECT. UNE
Contractor.
--I'S- EXIST. TRAFrIC SIGtNL ELECF. UNE
11. Controctor is to verify location and widths of all sidewalks and driveways prior to street light installation. -TL- EXIST. TRAFFIC LOOP ELECT. UNE
With the approved street improvement pions, approved street light plans and the actual field conditions. -r- EXIST. TEL UNE
G- EXIST. GAS LINE
12. SURVEY: -w- EXIST. WATER LINE
Surveying of street improvements shall be performed by contractor, property corners, lot lines, finished grade, etc., necessary for the -PW- EXIST. PRIVATE OWNED WATER LINE
inslalloVion of underground focifties must be completed and markers or stakes placed prior to the start of the in- -SO- EXIST. STORM DRNN UNE
stallation. In addition, Contractor shall maintain the markers during the installation and inspection by
Agency. Grade and property line stakes must show any offset measurements. -s-Extsr. SEWER UNE
13. COORDINATION AND SUPERVISION:
The Contractor shall provide supervision over and coordination among the various contractors working within the
development in order to prevent damage to City facilities. Fie is responsible for the cost of repairs, re-
placement, relocation, or other corrections to City facilities made necessary by his failure to provide
supervision or to otherwise comply with these specifications.
14. TELEPHONE AND OTHER UTILITY REQUIREMENTS:
The drawing prepared for this job may also cover the facilities to be installed for the telephone company
and/or other utility. Any questions concerning details of their installation should be referred to the company
concerned.
16. WARRANTY:
Contractor expressly represent and warrant that all work performed and all material used in meeting Contractor's
obligations herein ore free from defects in workmanship and ore in conformity with Agency
requirements. This warranty shall commence upon receipt by Contractor of City's final acceptance
and shall expire one year from that date. Contractor agrees to promptly correct to the City's satisfaction
and that of any governmental agency having jurisdiction and at Contractor's expense any breach of this warranty
which may become apparent through inspection or operation of underground electric system by City during this
warranty period.
17. INSPECTION:
Inspection is required during the construction period. A 48 hour advance notice of intent to start construction
is required from the contractor to the City of Rancho Cucamonga. Phone:909-477-2740 x4018
SAMPLE OF VENDORS: 18, AS-DUILTS:
Contractor responsible to maintain us-built drawings which are to be updated daily.
T'3'
Contractors shall keep and maintain two copies of the os-builts. One set is for the contractor
CONCRETE P R O D U C T;, and the second set Is for the City Inspector.
Precast concrete item complete with necking.cover.and
inserts may be obtained from any of the following
approved monufacturers.
JENSEN PRECAST
14221 Son Bernardino Ave., Fontana. Calif. 92335
Phone: (909) 350-4111 "'
UTILITY VAULT CO. 4
10650 Hemlock Ave., Fontana, Calif. 92335
Phone: (909) 350-2675
(909) 428-3700 J t
s+ rit �
DETAIL "C" Win'
DETAIL wB° GUTTER GRADE
GUTTER GRADE
/.
N C.A.B.
(PARKWAY AREAS- NATIVE
DETAIL "A" N Q C.A.B. BACKFILL ACCEPTABLE)
(PARKWAY AREAS- NATIVE
GUTTER GRADE BACKF[LL ACCEPTABLE) z
�• � � UNDERGROUND SERVICE ALERT
1 -800-227-2600 CITY OF RANCHO CUCAMONGA
E
Z M
/ 3•- �- .•-3•
r� S C.A.B. M /(PARKWAY AREAS- NATIhoz
�� BACKFILL ACCEPTABLE>VE 3' Call USA APPROVED BY:
For Underground Locating
T _T +--COMMUNICATIONS 2 Working Days Befora You Dig LLIAV J. ONEIL R.a.249 3 CITY ENGINEER DATE
__ -7 7
3'-f + - -•-3' T _ T --+--COMMUNICATIONS .e -_ {-SAND T �v T T
I_ I - SHADE N0. DATE REVISIONS CK. 8) RO!' HEST'lnT T7 BLVD. -" 1 SIADIVM BUSSINL'SS BAR
]1iz l�!1 'J i L l�,
BUTSKO
/ 1 /
cL�r.s.
_ ._.,- --�-SAND
SHADE ff� "- CONCRETE ENCASEMENT
� 5 _ _ _ CONDUIT SHOULD BE CENTERED I,. �� E .� ;
C _ _ _ FOR SINGLE CONDUIT -a--CONCRETE ENCASEMENT v T 1 r 1 r 1 r 1
APPLICATION$.
E UTI'ILITI'� DESIGN, INC. ELLC 1 I�IC��L DIS 1IBU I ION
SAND -�- € - F -+ -1' SAND
SHADE "- 1' SAND +-V SAND CUSHION
CUSHION CUSHION S y s rE M 1 --.I K V
TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BAND SECTION TYPICAL CONDUIT BANK SECTION
SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT
SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR PLOT DATE:
FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS
2 CONDUITS MAX. 2 CONDUITS MAX.
OF STREET LIGHT CONDUIT
DESIGN BY: Butska utility Design Inc. DRAWN BY:CHRIS BEOdAN 08/05/04 JOB NO.: 04-0002E
MATCHLINE »A» SEE SHEET 3
IT:
"10 ::'-TFF
y+ , I
i ' —
5 __F[ IF1TTFFF
it ITF�
- �-
!L 1 — T z
— - ,,- �_ r----- —� — �— _
-- ! d
I
I
��i
' ( RCE 0115 �-
-`J 10'x12' SLAB BOX
r— BLDG DE RING
GROUND 12- ASSEMBLY I ---i
I I 1- 500KVA/277-480/12KV P.M.O,E. SW/FUSED t i
_ 81,649 SQ.FT. SER,_--_--_ -I
! ! 24,494 SQ.F'T. OFFICE 208.19 2 BANKS 27'- 4/C 3-700 & 1-350 AL CLP (TO BLDG."2")
i I I I 57,154 SQ.FT. WHAREHOUSE 40.00 7-4" 27' 4000A
+ - _ - - - - -' - - - - 271 480V 34
EST. DEM: 248KVA ! i
1 EXISTING 4-5" & 1-4"
, — BLDG 1
RCIE�_ 0111-
19,704 SQ.FT. I 10'x12' SLAB Box "r' 1 5" I EL
L i ii �z L
5,911 SQ.FT. OFFICE 50.2 1- 225KVA/277-480/12KV P,M.D,E, SW/FUSED LLS,
r--L� 1 ,793 SQ.FT. WHAREHOUSE 9.65 — SER.—___ 271
FMFt F
T7E
' 4 -7 1-350 AL CLP TO BLDG."1" RCE 0118 RCE 0119L� `
! I I 75 /C 3 00 & 0115
127'- 4 C 3-700 & 1-350 AL CLP �TO BLDG."3"3 C 2 TO N-1 7'x 14'x8' VAULT 3'x5'x4' PULLBOX
/ - -- - - _ - - 3 C 2 0 JCN-12KV -- --- --- -- - - - -- ----------- - - �`,
I .J
i ( --- --- PICK--UP POINT "A' ��I –_ --- --- --- ----- - --- -- - --- --- - - --- --- - �-
! -- 6-5" & 2-4" 429'
I I
RCE 0114
' RCE 0110 ;{ I ' "
BLDG 3
� I 5'x10'8'xT PME-9CL i! � 5x8'8 x5' SOE BLDG ,1 2500A
2500A 22,876 SQ.FT. 1 5• 277/48 V 30
! 20,121 SQ.F T. EST. DIE51KVA �'<]
{ 277/4$0 30 8,863 SQ.FT. OFFICE 58.33 �' 8,038 SQ.FT. OFFICE 51.30 ( !
4- "NKS 75' EST' DEM 70KVA 1 4' 18,013 SQ.FT. W[i4REH0USE 11.20 — 14,085 SQ.FT. WHAREHOUSE 9.85 !
194' RCE 00112 F1
000/ To 0008 I f°
3/C 2 0 JCN-12KV 2 BANKS
-` ' - -- 4
! / � 2500A �q 2 /3NKS 0110 TO 0112 3'x5'x4' PULLBOX RCE 0117
44 127'
�j� 277/480V 30 3/C 2/0 JCN-12KV GROUND ASSEMBLY ' 5'x10'8"xT PME-9CL
T / EST. DEM: 60KVA i --_J-- ____�'� -- L --- -
_ _ � PICK–UP POINT "B"
—_ -- -T - - IL "
-------...., - nTl 4-5 468
i I - L ,F1 I FF F IJf I RCE 0120
r I I
- - , 1 5' BOX
2 4" 1 4' ► ` -� I : 1 GROUND
ASSEMBLY
LAE MB Y
" 2 4 65 — / I GROU D SSE L
4 5 2 4' 140' 174' -- �,Y 1- 150KVA/277-480/12KV P.M.D.E. SW/FUSED
SERt� i Ly,=� - - -_ 15T 700' 319 190 0117 TO 0118 / I I I f 115- 4/C 3-700 8c 1-350 AL CLP (TO BLDG. 4 )
0117 TO 0119 119 TO 01 0 • "
1�3
! _ I arc tc% i - - - - _ - - _i' 0109 TO 0118 0114 TO 0116 is-_-_ 3-1 C 1000 KCML 3/C 2/0 JCN-I2KV - - — 3 C 2 0 JCN-12K - -- - i�
r�; ; y 0003 TO 0005 0112 TO 0114 3, 2, JCN-12KV /
` 3/C 2/0 JCN-12KV 3-1/C 1000 KCML _ _
I,� -- - - - — - - -- — - - --}- - .y �F:i�y'�y% -� - - - - - - FFF �' s';
[. . � � ':` I ' 446'
\ _ - yy j�it 1
T - 1 0118 TO P.U.PT.'B"
I 1tµ 5 -- - -- —- -
•; ! �� .� � s vh�� � �h. ._ � �$Zyh � s� I —_\
3-1/C 1000 KCML
' 6
' P.U.PT'A" TO 0109 0109 TO 0110 ;!l t2t0o 13+UO
3-1 C 1000 KCML_ -- _1/C 1000 KCM 4X13_ ✓T� I -
-_—�; - - 7 `0----- -- T J3- _ -- 4- ---- - -- - ---_--- _- — -
� � t�U.6.—'_'' - s r+L;� ir-
r
— — — — —
*A N
uj
L o__
L — I LL LL 2 4'
_ —pp
�.
L/,LL
— LL.` LI• I I M ILL ) L 1 L J
" . L LLLLLLLt_ I 1Z4'
1600A 6-4 17 L�1LLL -4" 15T I L t,��,i� 6-4" 14' 0119 T4 0121
277/480V 30 L: " 6 _L�{
�LLLstL� LL.
t. L+_.t ,L ( EST, DEM• 71KVA 6-4 91 !L. 3/C 2 0 JGN-12µV
` I i (LL
LL 12� _ — _ _ .) — 2707/480V 30
LLLe—Lt.' --.
L' RCE 0109 011 TO 0113 RCE 0113 -
L r'yLLI �- EST. DEM' 71KVA RCE 0121
t t 3/C 230 JCN-12µV ---
,'- x 14x8 VAULT - — — \ -
---- - 8'x10' SLAB BOX
_ __` -- t �- - GROUND ASSEMBLY
GROUND ASSEMBLY `-, 10x12 SLAB BOX ' - 1 -
+� / -� GROUND ASSEMBLY J_
1 i50KVA/277 480/12KV P.M.M. SW/FUSED
�! __ _-- I I 1- 300KVA/277 480/12KV P.M.D, SW/F SED= I �--s 1600A 1600A ( i
- _ SER.----------
; I ( - ►- SER-___700 & 1 - j�
1600A � � 6'- 4/C 3-700 & 1-350 AL CLP 0 BLQG A- � 277/480V 30 ! 277/480V 30 lJ _ BLDG AJ �-- 14'- 4/C 3-700 & 1-350 AL CLP (TO BLDG."E")
I c I 7'- 4fC 3-700 & 1-350 AL CLP 0 DG."B' EST. DEM: 57KVA EST. DEM: 58KVA - tj .
277/480V 30 , RCE 0116 ; - j 23,343 SQ.FT.
I EST. DEM: 75KVA --_ 10'x12' SLAB BOX ' 7.003 SQYr. OFFICE 59.52
I) I r " . `'b W GRADE RING ! 18,340 SQ.FT. WHAREHOUSE 11.43
BLDG Br GROUND ASSEMBLY
1. 1- 225KVA/277-480/12KV P.M.D. SW/F ED BLDG D a
23,269 SQ.FT. I — !
8.981 SQ.FT. OFFICE 59.33 —r I 4/C===---- " "
91 - 4/C 3-700 & 1-350 AL CW, TO PLIf."C" 19,145 SQ.FT.
I I 18,288 SQ,FT. WHAREHOUSE 11.40 5T- 4/C 3-700 & 1-350{�AL 0 8L . D ; 5,744 SQ.FT. OFFICE 48.82
'
BLDG A
--
L—_ _-^-- 13,401 SQ.FT. WHAREHOUSE 9.38 —
24 617 SQ.FT. I T - --- _—_
I Q - --- C - I BLDG C
7,385 SQ.FT. OFFICE 62.77 I
17,232 SQ.FT. WHAREHOUSE 12.08 j LI� 18,640 SQ.FT.
�- . . -
t
5,597. SQ.FT. OFFICE 47.53 �• 1 i, �� .14�
13,048 SQ.FT. WHARE11OUSE 9.13
Yp i -rl
I I
�Trj
I
EXISTING 2-5 & 1-4 --
CITY OF RANCHO CU CAM ON GA
APP OVED BY.' - r • L
E;I
I ! ' - ---- ---- l LI ai J, ONEfL R.C.E.24953 CITY ENGINEER ATE
STADIUM
A Tl
-' -1/17v�- �- - ' -I ai NO. DATE REVISIONS CK. B r ' �' - V � - 1 ►JfI ADIUM BUSSINESS PARK
� i � ROCHESTER LIZ BL D
BUTSKU
r� ; UTILITY DESIGN, INC. ELECTRIC FZIC DISTIBU I ION
M" -
a - --- - - - - — - SYS
TEM
—
SCALE I"= 40 PLOT DATE: SHEET 2 OF 3
DESIGN BY: mako Utility Design Inc. DRAWN BY:CHRIS BEEMAPt 08/05/04 J013 NO.: 04-0002E
Y�tto�. rid • � ��� , ,
EXISTING
RCE 0083
5'x 10'6"x7' P ME
II i
I II I
! s t 'l.
Al
�! EXISTING�'>
il RCE 01071
! I 5 x 10 6x7E ! I � � ��'�• � � i � � � 1,
1>1
< I /
EXISTINQ;
In I I RCE 000)" DI
7 I I (
O 'x14'x8' MOOT I
x
x—. EXISTING
4 s �
- y •
' �'
i l i 468 �/ /•. / /'
I NTERCEF��1� POINT A I I I I I 0083 TO CAP
roll /I
U < I ,/ -/ / // / 10
01
// // ///
EXISTING I I
4 5' / / / /
30' I Imo' �/ // / ////
0107 TO 0001
.
3-1/C 1000 KCMQ2 RUNS) I --
IJ�J l ��� moi' / // // // /
EXISTING
( I _ _ _ I.l/ /j ✓/,/- / // '
�/ � /// I �//
_
-X— - ?�—'
.1 loll 1.11
221 -- — -n��-- ,_.--'"l �,1. ' � �;•r`r • ' � '�"� -� // /
01 7 TO 0108
3-1/C 1000 KCML z 0 14+ .5.55
� *— — / loo, — - — — —
-- — - —
11.1
/
EXISTING I t — - +--- --/ //�/ / �/�//
2 5 L p f // // //
/� — ��'
1 4 0 / /' /
Ile loo,
221Li
INTERCEPT POINT "A' TO 0108 I ---n n x- s� �, _ .I I — — �L2U- UTERs�_��A�FOI�s�I�� �� A����_ .11
— — — — — — —
l L I I // // /// oo'
/'l r.
EXISTING } - N - — — — — — - - — _�
1 / /
RCE 0108
/ /
_, Ir — -� — — — — — �--� I I = I j ► l // //
7'x14'x8' VAULT �! f .r _� ( // // // //// t� i� �/ / //;01GROUND ASSEMBLY
I
lei
TO LV=
yr-
..... y`
1 1f� �� SEE
1 1 1
MAT CHLINE A SLE SHEET 2
EXISTING
T
5'
O1p$ TO 0109
3-1/C 1000 KCML
Cl TY OF RANCHO CU CAM ON GA
APPR VE0 E?Y. .
WI LIAM J. O'NEIL R.C. .24953 CITY ENGINEER DATE
N0. DATE REVISIONS CK. Bl ROCHESTER BLVD. -- I STADIUM BUSSINESS PARK
BUTSKU
TITILITY DESIGN, INC. ELECTRIC DISTRIBUTION
SYSTEM
SCALEl"= 40' PLOT DATE: SHEET 3 OF 3
DESIGN BY: Butsko utimyoesir Int. DRAWN BY:Chas BEEMAN 08/05/04 JOB NO.: 04-0002E
BASELINE RD GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS
1.UNLESS OTHERWISE NOTED. ALL WORK SHALL BE DONE IN ACCORDANCE Unless otherwise specified on the working drawing which forms a port of the specification, the Contractor/Developer
WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, shall furnish the following items at no cost to the City of Rancho Cucamonga.
CURRENT E WITH ALL CURRENT SUPPLEMENTS, PUBLISHED BY
BUILDING NEWSS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA The engineer hos attempted to correctly show oil existing utilities and substructures NO. CONDUIT REQ'D. a' -O SIZE OF CONDUIT
INC
AND APPROPRIATE STANDARD DRAWINGS. in the vicinity of the work, but does not guarantee there ore no other substructures in the area. C1t1_
Failure of the engineer to show all substructures in their correct location will not be o busis for a claim for exUo work, RUN N0. -0 LENGTH of tRENCN
2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHf'd.L OBTAIN A PERMIT and the contractor shall be resposible for all damages to substructures whether shown or not.
FROM THE CITY OF RANCHO CUCAMONGA. OFFICE AT
909-477-2740 x4018
TRENCH
3. ALL WORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY (c C OR
DB CILITY ..-
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS
IN ADVANCE AT 909-477-2740 x4018 1. CONDUIT: s LENGTH of TRENCH
a. Minimum cover in street or parkway is 30' below gutter grade, unless noted otherwise. RUN NO.�r
CHURCH ST 4.48-HOURS PRIOR TO ANY WORK, TH CONTRACTOR SHALL CALL b. Minimum cover on private property Is 30' below finished grade, unless noted otherwise,
THE UNDERGROUND SERVICE ALERT AT 1 800) 422-4133 AND OBTAIN c. Contractor is to furnish and install approved conduit to City specifications per UGS-100.1, 110 AND 120.
AN INQUIRY IDENTIFICATION NUMBER. d. For the type of conduit for this job, see City specifications. STRUCTURE
5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE STATION
J WITH SECTION 301-1.8 OF THE STANDARD SPECIFICATIONS FOR PUBLIC f. Cap all mainline conduits and service conduits per City specifications, STA.
a WORKS CONSTRUCTION. g. Install blank conduit plugs in oil conduits terminating into Vaults, MOnhQIes, PMH's, SOE's & all cap locations, )K)K --* STATION NUMBER
O per City specifications.
C0 8.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND h. Install pull rope in all conduit runs. Pull rope to be 3/16' polypropylene or polyethylene rope, braided
arf IMPROVEMENTS AS PER SECTION 5-1, 5-2, AND 7-9 Of THE STANDARD or twisted. STREET LIGHT
a CULTURAL CENTER ¢DRIVE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. L All conduit must be mandrelled with a City approved mondrell.
W 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALLZ s-SIZE Of CONDUIT Q UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT 2. CONDUIT RADIUS REQUIREMENTS: NO. OF CONDUIT REQ'D.
THEN FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE a: The minimum radius rot bends ore:
N. MAIN OF REPAIR OR REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS -W_ _*-LENGTH OF CONDUIT RUN
IN CONNECTION WITH THE PROSECUTION OF THE WORK. 35' for conduits 3' in diameter or smaller RUN No.
14 48' for conduits 4' and 5' in diameter
w 60' for 5' diometer conduit
V Q b: The minimum radius for oil sweeps of ON mainline conduits is 12'-5' (unless noted otherwise). STREET LIGHT
TRENCH
W Z S. MAIN w 3. EXCAVATION AND BACKFILL:
Q TYPE F
a. Work area shall be cleared and rough graded to within four inches of final grade prior to installation of TYOACILITY
V m z w City conduit or s[rucfures. LENGTH OF ADDITIONAL
Qp w b. All excovations shall be in accordance with the California State Construction Safety Orders (when applicable), . TRENCH REQ'D,
U U ', °D VERSAILLES Y City specifications, and of governing Tocol ordinances. RUN N0.
UTILITY OWNERS: e. Each trench to be o uniform depth below final grade prior to installation of City conduit or structures.
oQ STREET LIGHT
W /` MIKE TENEYEK d. Backfill shall be provided by the Contractor for all excavations and shall include crushed rock, ccncrete,
CITY OF RANCHO CUCAMONGA
and/or imported bockfiN, when required. STATION
10500 CIVIC CENTER DR e. Backfill with o MINIMUM of one sock per yard sand cement slurry around and over vaults and manholes STA.
Q
VICTORIA GARDE S LN RANCHO CUCAMONGA. CA 91729 and around PMI's within one foot of finished grade. AN if
909-471-2740 x4035 I. Backfill, per Agency specif cations, shall immediately follow substructure installation. At no time
STATION NVMBER
(�Q' shag cable be left exposed over 24 hours.
No rocks ore allowed within 12 inches of direct-buried cables or any conduit without concrete encasement.
Native backfill capable of passing through a one-half inch mesh screen shall be considered to be "rock free'. NO. CONDUIT REQ'D. -- -SIZE-
�7 If existing bockfill does not pass through a 1/2' screen, place imported sand 3' below and 12' above City - of CONDUITFOO
FOOTHILL BL D Q cables. After this point, no rocks larger than 12' diameter are permitted. REFERENCE RUN NO. MEMO --.,-DENOTES CONDUIT RUN CONTINUATION
IT. All bockfill shall be compacted to meet or exceed local ordinances or other r FOR CONSTRUCTION INFORMATION
p equirements. 11 shall be placed
Q in a manner that will not damage the conduit or substructure or allow future subsidence of the trench or
Q structures.
�r S1REEi LIGHT
ar 4. PAVING: MEMO ��DENOTES CONDUIT RUN CONTINUATION-SIZE OF CONDUIT
¢, Repaving, where required, shol be placed in such o manner that interference with traffic, including NO. OF CONDUIT REQ'D.
J SITE y pedestrian traffic, will be kept to o minimum. The Contractor shall estobGsh a program of repaving acceptable
{; t0 lite Municipality, County, or other authority having jurisdiction and which is acceptibis f0 City. REFERENCE RUN N0. -r- FOR CONSTRUCTION INFCRI+lAl10N
T W 5. STRUCTURES:
STREET LIGHT
a. All substructures shag be constructed or installed to City specifications.
�Q b. Install protection barriers when required in areas exposed to traffic, per City Inspector. STATION
c. All conduit lines and concrete floored substructures shall be water tight. STA.
0 d. All grounding materials shall be furnished and installed by the Contractor. wM ,� STATION NUMBER
/ ARROW RD e. Contractor to provide substructure enclosure wall details to City inspector for approval prior to instollotion.
6. RETAINItdG WALLS:
When required, retaining walls shall be provided by the Contractor. Walls ore required wherever grade rises
more than 18 inches above the structure or 24' above the pad surface at a distance of 5 feet from the some,
or in areas subject to erosion. Design and installation must comply with local building orc5nonces.
Refer to City Inspector for typical space requirements.
7. PERMITS:
All permits necessary for excavation shall be provided by the Contractor.
8. ACCESS:
Heavy truck access shall be maintained to equipment locations. Structures must be clear of ON appurtenances
that would obstruct the loading or unloading of equipment.
FULL ENCASEMENT 15 iZEQUIREU FOR
9. SERVICES: ALL MAINLINE (DISTRIBUTION) CONDUITS.
o. Meters and services shag comply with City Services Requirements.
b. Wiring must be in accordance with applicable Tocol ordinances and approved by local Inspection Authorities,
10. LOCATION:
a. The location of excavations and structures for City shall be as shown on the working drawing. No deviation
from the planned locations will be permitted unless approved by the City Inspector.
b. Actual locution of obstructions, storm drains, and/or other foreign utilities to be the responsibility of the -E- EXIST. STREET
UNE
S
Contractor. -SL- EXIST. 1REFi LIGHT ELECT. UNE
-7S- EXIST, TRAFFIC SIGNAL ELECT. UNE
11. Contractor is to verify location and widths of of sidewalks and drivewoys prior to street light installation. -TL- EXIST, TRAFFIC LOOP ELECT. UNE
With the approved street improvement plans, approved street light plans and the actual field conditions. -r- EXIST. 71L. LINE
0- EXIST. GAS LINE
12. SURVEY: -If- EXIST. WATER LINE
Surveying of street improvements shall be performed by contractor, property corners, lot lines, finished grade, etc., necessary for the -PW- EXIST. PRIVATE OWNED WATER UNE
instollotion of underground facilities must be completed and markers or stokes ploced prior to the start of the in-
stallation. In addition, Contractor shall maintain the markers during the installation and inspection by -SD- EXIST. SELINE UNE
Agency. Grade and property line stakes must show any offset measurements. -s-EXIST. SEWER WER LINE
13. COORDINATION AND SUPERVISION:
The Contractor shall provide supervision over and coordination among the various conlroctors working within the
development in order to prevent damage to City fociliGes, He is responsible rot the cost of repairs, re-
placement, relocation, or other corrections to City facilities mode necessary by his failure to provide
supervision or to otherwise comply with these specifications.
14. TELEPHONE AND OTHER UTUTY REQUIREMENTS:
The drawing prepared for this job may also cover the facilities to be installed for the telephone company
and/or other utility. Any questions concerning details of their installation should be referred to the company
concerned.
16. WARRANTY:
Contractor expressly represent and warrant that all work performed and all materiol used in meeting Contractor's
obligations herein ore free from defects in workmanship and are in conformity with Agency
requirements. This warronty shall commence upon receipt by Contractor of City's final acceptance
and shall expire one year from that date. Contractor agrees to promptly correct to the City's sotisfaction
and that of any governmental agency having jurisdiction and at Contractor's expense any breach of this warranty
which may become apparent through inspection or operation of underground electric system by City during this
warranty period.
17. INSPECTION:
Inspection is required during the construction period. A 48 hour advance notice of intent to start construction
is required from the contractor to the City of Rancho Cucamonga. Phone:909-471-2740 x4018
SAMPLE OF VENDORS. 18. AS-GUILTS:
Contractor responsible to maintain os-built drawings which ore to be updated daily,
CONCRETE PRODUCTS Contractors shall keep and maintain two copies of the as-builts. One set is for the contractor
and the second set Is for the City Inspector.
Precast concrete item complete with necking.cover.and
inserts may be obtained from any of the following
approved manufacturers.
JENSEN PRECAST
14221 San Bernardino Ave., Fontana. Calif. 92335
Phone: (909) 350-4111 d 1Tt
UTILITY VAULT
10650 Hemlock Ave., ont no, Calif. 92335 t , *c •� r av
Phone: 909 350-2675 3 rg f
(909) 428-3700 tI ;: za C(t:
r
• rr., y
DETAIL C
DETAIL rBr GUTTER GRADE
GUTTER GRADE /
rl f C.A.B.
(PARKWAY AREAS- NATIVE
/ BACKFILL ACCEPTABLE)
r 'v 1'
DETAIL A N PARKWAY AREAS- NATIVE
GUTTER GRADE BACKFILL ACCEPTABLE)
E �
UNDERGROUND SERVICE ALERT j
C1 3' 1-800-227-2600
CITY OF RANCHO CUCAMONGA
Z
/ - �- --•-3'
C.A.B.
/ (PARKWAY AREAS- NATIVE M e
BACKFILL ACCEPTABLE) 3• ' j'`-� / Call USA APP OVED QY.'
' k 7 - For Underground Locating
_ =_ T _ _]+ COMMUNICATIONS 2 Working Days Before You Dig WLLrAM J. ONEIL R. ,E:24953 CITY ENGINEER DATE
3' c COMMUNICATIONS e 7._- __- -K--SAND
SHADE NO. DATE REVISIONS CK. BY
112 I-- - -• SAND I_ - -- ROCHESTER SOU�I'II EXrI'ENSION
H CENTERED SHADE -�-CONCRETE ENCASEMENT ® O CII
CONDUITS SHOULD BE CE - BUTSKO
^ • f l
`o - FOR SINGLE CONDUIT r.: ; -CONCRETE ENCASEMENT I' � E
--/APPLICATIONS. ,' - UTI'ILIFI'Y DESIGN, INC. ELECTRICAL DISTRIBU 1 ION
SAND -�► f F :7 E e ��-+--1 SAND
SHADE I' SAND -V SAND CUSHION
CUSHION CUSHION PRELIMINARY SYSTEM 12KV
TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION
SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT NOT FOR CONSTRUCTION
SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR
FEWER CONDUIT FEWER CONDUIT 3 OR MORE CONDUITS PLOT DATE: SHEET 1 OF 2
2 CONDUITS MAX. 2 CONDUITS MAX.
DESIGN BY: Butsko Utility Deslyn Inc. DRAWN By:CHRIS BEEMAN 0906/04 JOB N -00 S
OF STREET LIGHT CONDUIT
t ,
� '
~' ILL
I L LL
NI \
\
�� MATCHLINE "13" SEE LEFT
MATCHLINE A SEE LEFT
JACK BE N N Y DR
I clI —
EXISTING
RCE 0109
'
4 II
7'x14'x8' VAULT
N
G-
G-G- r C- G ca
LC
L-&
C au
I
` L ARROW ROAD I I F EXISTING GTE
i I I 3x5
EXISTING I „; ' I 0---�
25" CT ,
554' I I I
i o IRI WAY
P.U.PT."A" TO 0122 I D
I j
E SCENG +
I ; 3 SUE35TATION I
I I 1
I I I
4T
� ► II I , � I , � II 1
-.-5.1
w I 44
® I N
29' I 2 5' 1
I I {
MEMO I
{ I I 0122 TO 0123 ( —23'--
�
rI I 1
� I , I I
1f + i
EXISTING CTE 5 x
32 5
T
J I i I I
_ —I ,; I 568'
r�
0123 TO CAP
FUTURE COMMERCIAL
-- — I ,
i
DRIVEWAY I I
1 I I 21+07.00I l l
— 2 i
I ~ , r ► I C
2 5"
I I
P.u.PT."A" To 0122 1 I
4-
{ I PICK—UP POINT "A"
' ( EX. 2-5" 50' (0109 TO
r29'
I I 26+00.00 I ( {
I I RCE 0123 I
2 5'
I I 8FFC32+00.00 W%TRAIC COVER
0122 TO 0123 ~ 27'__1 3 ✓' r ti.5,l�1�a`~"+, _
I 3 29 Tt MATCHLINE "B" SEL RIGHT ; `�', 4 `�sI3V3 <<`,
1 I I / . .
I I E !
I a..,
11
I +� RCE 0122 � � E, , •lff
r
I "
I I 5'x8'6"x5' SOE
ti
I III j
I CITY OF RANCHO CU CAM ON GA
APPRO EO BY.-
MATCHLINE "A" SLE RIGHT WILLIAM J. O'NEIL R.C. .24953 CITY ENGINEER DATE
NO. DATE REVISIONS CK. Bti ROCIIESTER SOUTH EXTENSION
BUTSKU
UTILITY DESIGN, INC. ELECTRIC DISTRIBUTION
PRELIMINARY -SYSr1'EM
NOT FOR CONSTRUCTION
SCALE I"= 40' 1 PLOT DATE:
DESIGN BY: Butsko Utility Design Inc. DRAWN BY:CHRIS BLEMAN 09/06/04 JOS NO.: 04-00035 SHEET 2 OF 2