HomeMy WebLinkAbout2138 BASELINE RD
GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS
I.UNLESS OTHERWISE NOTED, ALL WORK ggHALL BE DONE IN ACCORDANCE UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPEcinCATION, THE CONTRACTOR/DEVELOPER
WITH THE STANDARD SPECIFICATIONS fOR PUBLIC WO CONSTRUCTION SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS PUBLISHED By R EEHAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES
BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE ST�tEET, ANAHEIM C11. THE ENGINNO. CONDUIT REp'D. --*—SIZE OF CONDUIT
AND APPROPRIATE STANDARD DRAWINGS. IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA
2.PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALL OBTAIN A PERMIT FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, _.r -�—LENGTH Of TRENCH
FROM THE CITY OF RANCHO CUCAMORACT OFFICE AT
AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. RUN NO.
909-477-2740 X4018
J.ALL WORK COVERED BY THiS PLAN SHALL BE INSPECTED BY THE CITY �ce OR DB�ILI�—a-
4.
► TRENCH
ENGINEER. REQUEST FOR INSPECTION SERVICE SHALL BE MADE 24-HOURS
CHURCH ST IN ADVANCE AT 909-477-2740 X4018 1. CONDUIT:
A MINIMUM COVER IN STREET OR PARKWAY IS 30' BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE. �� LENGTH Of TRENCH
4.48-HOURS PRIOR TO ANY WORK, 1 0 N422-413TRACTOR SHALL CALL B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. RUN NO
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.
J AN INQUIRY IDENTIFICATION NUMBER. D. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS. STRUCTURE
3. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE
WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC E CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY STATION
WORKS CONSTRUCTION. F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOE'S & ALL CAP LOCATIONS, STA.
a PER CITY SPECIFICATIONS. MAI ,� STATION NUMBER
W CULTURAL CENTER DRIVE e.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND C. INSTALL PULL ROPE IN ALL 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.
SPECIFICATIONS FOR PUBLIC WORKS CaNSTRUCT10N. STREET LIGHT
Q A H. ALL CONDUIT MUST BE MANDRELLED WITH A CITY APPROVED MANDRELL
a N. MAIN 7. ITS L BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT TO PROTECT 2. CONDUIT RADIUS REQUIREMENTS: NO, OF CONDUIT REO'D. W—:L�EN
slz[ or CONDUIT
OFEREPAAIIR OR R PLLACEMENTOO SSAIDRUTILITESHALL �MAGED BY OPTAL ERATIONS AA THE MINIMUM RADIUS FOR BENDS ARE:
W CONNECTION WITH THE PROSECUTION OF THE WORK. 35' FOR CONDUITS 3' IN DIAMETER OR SMALLER RUN Na GTH Cf CONDUIT RUN
[W, w ¢ 48' FOR CONDUITS 4" AND 5' IN DIAMETER
S. MAIN z 8: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6" (UNLESS NOTED OTHERWISE).
60 FOR 8 DIAMETER CONDUIT
W W Q'i LLLJ
STREET UCNT
M N TRENCH
W W 3. EXCAVATION AND BACKFILL' +
OU U Q VERSAILLES � Y A WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF TYPE of FACILITY
CITY CONDUIT OR STRUCTURES.
B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION SAFETY ORDERS WHEN APPLICABLE, _LENGTH OF ADDITIONAL
( ) „". TRENCH REVD.
Cltt SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. RUN NO.
Q A UTILITY OWNERS: C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
A
V CTORIA GARDENS LN CRETE, ST
MICHAEL TENEYCK D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, LIGHT
CITY OF RANCHO CUCAMONGA AND/OR IMPORTED BACKFILL, WHEN REQUIRED. STATION
10500 CIVIC CENTER DR E. BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES
RANCHO CUCAMONGA, CA 91729
�� 909-477-2740 X4033 AND AROUND PMH'S WITHIN ONE FOOT Of FINISHED GRADE. STA.
W F. BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME t STATION NUMBER
FOOTHILL BL > 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.
NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE-HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE "ROCK FREE'.
IF EXISTING BACKFILL DOES NOT PASS THROUGH A 1/2' SCREEN, PLACE IMPORTED SAND 3' BELOW AND 12' ABOVE CITY N0 CONDUIT REp'0. SIZE OF CONDUIT
CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12' DIAMETER ARE PERMITTED. REFERENCE RUN NO.—► MEMO -a DENOTES CONDUIT RUN CONTINUATION►
A H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED FOR CONSTRUCTION INFORMATION
Z' IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR
tk
STRUCTURES.
4. PAVING:
STREET UCHT
REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING NO Of CONDUIT REQ'D -� SIZE Of CONDUIT
W PEDESTRIAN TRAFFIC, WILL BE KEPT iO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE
4 TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTIBLE TO CITY. REFERENCE RUN NO, --� MEMO _ DENOTES CONDUIT RUN CONTINUATION
y —FOR CONSTRUCTION INFp2iMINU
5. STRUCTURES:
A ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. STREET LIGHT
ARROW RD 0 JOB t.. ITE B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED iO TRAFFIC, PER CITY INSPECTOR. STATION
C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. TA
D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BSTA
Y THE CONTRACTOR.
AW E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. STATION NUMBER
5. RETAINING WALLS:
WHEN REQUIRED, RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR, WALLS ARE REQUIRED WHEREVER GRADE RISES
MORE THAN 18 INCHES ABOVE THE STRUCTURE OR 24' ABOVE THE PAD SURFACE AT A DISTANCE OF S FEET FROM THE SAME,
OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES. FULL ENCASEMENT IS REQUIRED FOR
ALL MAINLINE (DISTRIBUTION) CONDUITS.
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.
9. SERVICES:
A METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.
B. WIRING MUST BE IN ACCORDANCE WITH APPLICABLE LOCAL ORDINANCES AND APPROVED BY LOCAL INSPECTION AUTHORITIES.
1D. 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 LINE
CONTRACTOR. —SE— EXIST. STREET LICHT ELECT. UNE
—TS-- EXISTT, TRAFFIC SICNM. ELECT. UNE
11. CONTRACTOR iS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION. —71-- EX15F. TRAFFIC LOOP ELECTT, LINE
WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. —r— Ex/sr. TEL uNE
12. SURVEY:
�— EXIST. Cas LINE
SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE W-- EXIST. WATER LINE
INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE IN- —PW— EXIST. PRIVATE OWNED WATER LINE
STALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY —So-- EXIST. STORM GRAIN UNE
AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS. —S—EXIST. SEWER LINE
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, HE IS RESPONSIBLE FOR THE COST OF REPAIRS, RE-
PLACEMENT, RELOCATION, OR OTHER CORRECTIONS iO CITY FACILITIES MADE NECESSARY BY HIS FAILURE iO PROVIDE
SUPERVISION OR iO 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 ARE FREE FROM DEFECTS IN WORKMANSHIP AND ARE 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
SAMPLE OF VENDORS: IS REQUIRED FROM THE CONTRACTOR TO THE CITY OF RANCHO CUCAMONGA. PHONE:909-477-2740 X4018
CS
CONCRETE PRODUCTS 18. AS-BUILTCONTRACTOR RESPONSIBLE TO MAINTAIN AS-BUILT DRAWINGS WHICH ARE iO BE UPDATED DAILY.
CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS-BUILTS. ONE SET IS OR THE CONTRACTOR
Precast concrete item complete with the
follownecking.coving
r,ond AND THE SECOND SET IS FOR THE CITY INSPECTOR,inserts may be obtained from any of the following
approved manufacturers.
JENSEN PRECAST
14221 Son Bernardino Ave., Fontana, Calif. 92333
Phone: (909) 350-4111
UTILITY VAULT CO.
10650 Hemlock Ave., Fontana, Calif. 92335
Phone: (909) 350-2673
(909) 428-3700
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DETAIL 'B' GUTTER GRADE VLEcTRICAL
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GUTTER GRADE
C.A,B.
(PARKWAY AREAS- NATIVE
DETAIL 'A' C.A.B. BACKFILL ACCEPTABLE)
(PARKWAY AREAS- NATIVE
GUTTER GRADE BACKFILL ACCEPTABLE) z
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UNDERGROUND SERVICE ALERT
1 -800-227-2600 CITY 0� RANCHO CUCAMONGA
PARKWAY AREAS- NATIVE 3 It/a ��
BACKFILL ACCEPTABLE) 3'-
BACKFILL 3'
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COMMUNICATIONS /I 14 '), �i l nal
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N0. DATE REVISIONS CK, BY `� CITY ENGINEER
.�C _7.- - - +SAND
CONDUIT SHOULD BE CENTERED
SHADE £ :. F •--CONCRETE ENCASEMENT RANCHO CROSSING
FOR NGLE CONDUIT
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CUSHIDN { UTILITY DESIGN INC. ELECTRICAL DISTRIBUTION
TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION SUBSTRUCTURES
SHOWING DIRECT BURIAL SHOWING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT
SIMILAR CONSTRUCTION FOR
(EWER CONDUIT SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTI0N FOR
FEWER CONDUIT
2 CONDUITS MAX. 2 CONDUITS MAX. 3 OR MORE CONDUITS JOB NO.: SH T
OF STREET LIGHT CONDUIT FL01TATE: � EE 1 OF 2
DESIGN BY: Butsko Utu:ty Des:yn Ino. DRAWN BY:CHRIS BEEMAN6
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BASELINE RD GENERAL NOTES CONSTRUCTION NOTES LEGEND OF CONDUIT SYMBOLS
1.UNLESS OTHERW UNLESS OTHERWISE SPECIFIED ON TlIE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR/DEVELOPER
STAND;%NOTED. ALL WORK SHALL BE DONE IN ACCORDANCE
WITH THE SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA.
CURRENT EDITION WITH A� CURRjNT SUPPLEMENTS. PUBLISHED Bq THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES NO. CONDUIT REQID�-(jq-*-SIZE OF OONDUiT
BUUINO N�WS INC., LOCATE AT 161 1 OLEMENTNIE STREET. ANAHEIM CA
AND APPROPRIATE STANDARD DRAWINGS. IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER $UBSTRUCTURES IN THE AREA. .4 LENGTH Of TRENCH
FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, RUN NO.
2. PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR ShkL OBTAIN A PERMIT AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SU&SfRUCTURES WHETHER SHOWN OR NOT.
FROM THE CITY Of RANCHO CUCAMONCA OFFICE AT
909-477-2740 X4018 OF FA�IUTY TRENCH
&NWORK COVERED BY THIS PLAN SHALL BE INSPECTED BY THE CITY
CER.C14ST FOR IN ECTION SERVICE SHALL BE MADE 24-HOURS �c CE OR D3.
IN ADVAN A 909-47 -2140 X4018 1. CONDUIT:
CHURCH ST A. MINIMUM COVER IN STREET OR PARKWAY IS 30' BELOW CUTTER CWE. UNLESS NOTED OTHERWISE. RUN NO. -.&-LENGTH OF TRENCH
4.48-HOURS PRIOR TO ANY WORK, THE CQNTRACTOR SHALL CALL 8. MINIMUM COVER ON PRIVATE PROPERTY IS 30* BELOW FINISHED GRADE. UNLESS NOTED OTHERWISE.
THE UNDERCROUN?, SEIVICE ALERT AT 1 (800) 422-4133 AND OBTAIN C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER LIGS-100.1, ilO AND 120.
AN INQUIRY IDEN IF TION NUMKR. D. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS. STRUCTURE
3. ALL MANIHOLES 5HALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE STATION
WITH SECTION 301-1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC E. CAP ALL MNLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS. STA.
WORKS CONSTRUCTION. F. INSTALL BLANK CONDUIT PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'$. PMH'S, SOE'S 39 ALL CAP LOCATIONS.
PER CITY SPECIFICATIONS. NUMBER
0.THE CONTRACTOR SHALL PROTECT AND RESTORE EXISTING UTILITIES AND G. INSTALL PULL ROPE IN ALL CONDUIT RUNS. PULL ROPE TO BE 3116- POLYPROPYLENE OR POLYETHYLENE ROPE. BRAIDED
CULTURAL CENTER NDRIVE; IMPROVEMENTS AS PER SECTION 5-1. 3-2 AND 7-9 Of THE STANDARD OR TWISTED. STREET LIGHT
SPECIFICATIONS FOR PUBLIC WORKS C614STRUCTION. H. ALL CONDUIT MUST BE MANDRELLED WITH A CITY APPROVED MANDRELL
7. IT SIA L E THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL NO. OF CONDUIT REO'D. 11- .4 SIZE or CONDUIT
UTILIT �? 2. CONDUIT RADIUS REQUIREMENTS:
M %YN�'TURE, WHETHER SHOWN HEREON OR NOT. TO PROTECT
N. MAIN THEM F M E. THE CfINTRACT8R SHALL BM TOTAL EXPENSE Ac THE MINIMUM RADIUS FOR BENDS ARE:
OF REPAIR 0 PLPLACEMEN OF SAI UTILITIES BY OPERATIONS 36' FOR CONDUITS J* IN DIAMETER OR SMALLER RUN NO. -4 LENGTH OF CONDUIT RUN
IN CONNECTION WITH THE PROSECUTION Of THE WORK.
48' FOR CONDUITS 4" AND 5' IN DIAMETER
60' FOR 0* DIAMETER CONDUIT STREET LIGHT
E-4 S. MAIN 9: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12'-6' (UNLESS NOTED OTHERWISE). TRENCH
3. EXCAVATION AND aNCKFILL:
A. WORK AREA SHALL BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES Of FINAL GRADE PRIOR TO INSTALLATION Of TYPE OF FACILITY
Ld CITY CONDUIT OR STRUCTURES. LENGTH Of ADDITIONAL
VERSAILLES B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STATE CONSTRUCTION WETY ORDERS (WHEN APPLICABLE), TRENCH REG'O.
CITY SPECIFICATIONS. AND ALL GOVERNING LOCAL ORDINANCES. RUN NO.
0 UTILITY OWNERS: C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUIT OR STRUCTURES.
Lj
CITY Of RANCHO CUCAMONGA AND/GR IMPORTED aACKFILL, WHEN REQUIRED. STATION| MICHAEL TENYECK D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE. STREET LIGHT
V RANCHO CUCAMONGA. CA 91729 AND AROUND �
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S WITHIN ONE FOOT OF FINISHED GRADE, AM -d STATION NUMBER
15 909-477-2740 X4018 F. 8ACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME
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 13L NATIVE BACKFILL CAPABLE OF PASSING THROUGH A ONE-HALF INCH MESH SCREEN SHALL BE CONSIDERED TO BE 'ROCK FREE'. NO. CONDUIT REVD. d SIZE OF CONDUIT
IF EXISTING BACKFILL DOES NOT PASS THROUGH A 11/2' SCREEN, PLACE IMPORTED SAND 3' BELOW AND 12' ABOVE CITY
CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12* DIAMETER ARE PERMIT-TED. REFERENCE RUN NO,-m- MEMO 4 DCNOTES CONDUIT RUN CONTINUATION
H. ALL aACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED C FOR CONSTRUCTION INFORMATION
IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR ALLOW FUTURE SUBSIDENCE OF THE TRENCH OR
STRUCTURES. STREET LIGHT
4. PAVING:
--a SIZE OF CONDUIT
REPAVING, WHERE REQUIRED. SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING NO. Of CONDUIT REQ'D.
PEDESTRIAN TRAFFIC, WILL BE KEPT TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE
MEMO DENOTES CONDUIT RUN CONTINUATION
TO THE MUNICIPALITY. COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTIBLE TO CITY. REFERENCE RUN NO. FOR CONSTRUCTION NFORMATION
5. STRUCTURES:
A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. STREET LIGHT
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 TICHT. STA
ARROW RD 0 JOB *1TE 0. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. STATION NUMBER
I- CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION,
S. RETAINING WALLS.'
WHEN REQUIRED. RETAINING WALLS SHALL BE PROVIDED BY THE CONTRACTOR. WALLS ARE 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 SAME. FULL ENCASEMENT IS REQUIRED FOR
OR IN AREAS SUBJECT TO EROSION. DESIGN AND INSTALLATION MUST COMPLY WITH LOCAL BUILDING ORDINANCES.
ALL MAINLINE (DISTRIBUTION) CONDUITS.
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.
9. SERVICES:
A. METERS AND SERVICES SHALL COMPLY WITH CITY SERVICES REQUIREMENTS.
B. WIRING 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. -r- EXIST, ammic LiNr
B. ACTUAL LOCATION Of OBSTRUCTIONS. STORM DRAINS. AND/OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE
CONTRACTOR. -SL- EXIST. STREET uw ELECT. imE
It. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION. -rL- EXIST. TWFC LOOP ELECT, LINE
WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. -r- Ex/sr. TEL LINE
EXIST. W LINE
12. SURVEY. EXIST, WATER UNE
SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, PROPERTY CORNERS, LOT LINES, FINISHED GRADE. ETC., NECESSARY FOR THE CX15F. PRIVATE OWWO WATER LINE
INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE IN- -SO-- EXIST. STORM OPA14 UNE
STALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY S exist SEWER Lwr
AGENCY. GRADE AND PROPERTY LINE STAKES MUST SHOW ANY OFFSET MEASUREMENTS.
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 FACIUTIES. HE IS RESPONS19LE 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 " 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
16. WARRANTY:
CONTRACTOR EXPRESSLY REPRESENT AND WARRANT THAT ALL WORK PERFORMED AND ALL MATERIAL USED IN MEETING CONTRACTOR'S
OBLIGATIONS HEREIN ARE FREE MOM DEFECTS IN WORKMANSHIP AND ARE 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 ARE 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
insert-3 may be obtained from any of the fallowing
approved manufocturers.
�
� . JENSEN PRECAST �
14221 Son Bernardino Ave.. Fontana, Calif. S2335
Phone, (909) 350-4111
� UTILITY VAULT CO. �
10650 Hemlock Ave.. Fontana, Calif. 923M
Phon(r (909) 350-2675
(909) 428-3700
DETAIL
DETAIL 'B' GUTTER GRADE
GUTTER GRADE
| ' (PARKWAY AREAS- NATIVE '
! DETAIL 'A' C.A.B. BACKFILL ACCEPTABLE)
' 114EACKFILL ACCEPTABLE) Call USA APPR-OVE1 11 �
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C.A.3. 2 1 -800- 227-2600 CITY OF RANCHO CUCAMONGA
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For Underground Locoting
OMMUNICATIONS
2 Working 0ay3 Before You Dig AM J. ONI51L W.
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SHADE NO. DATE REVISIONS CK. BY
RANCHO CROSSING
a SAND CONCRETE ENCASEMENT
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SHADE EU,7477473 -11 SAND V SAND CUSHION
CUSHION CUSHION
TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION TYPICAL CONDUIT BANK SECTION CABLE' DESIGN
SHOVING DIRECT BURIAL SHOVING ENCASED DISTRIBUTION CONDUIT SHOWING ENCASED DISTRIBUTION CONDUIT
SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCTION FOR SIMILAR CONSTRUCT10N FOR PLOT DATE:
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RCE 0138 8'x10' SLABBOX (CONCRETE)
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PICK UP AND EXTEND EXISTING 2-4. 209' P.V.PL'A' TO SLABBOX
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ELECTRIC DISTRIBUTION
SUBSTRUCTURES
SCALE P- 40' PLOT DATE: JOB NO.: SHEET 2 OF 2
DESIGN BY: Buisko Utility Des',gn Inc. DRAWN BY:CHRIS BEEMAN 11/13/08 �/���$
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