Loading...
HomeMy WebLinkAbout2366Imo' CONSTRUCTION NOTES UNLESS OTHERWISE SPECIFIED ON THE WORKING DRAWING WHICH FORMS A PART OF THE SPECIFICATION, THE CONTRACTOR /DEVELOPED SHALL FURNISH THE FOLLOWING ITEMS AT NO COST TO THE CITY OF RANCHO CUCAMONGA. THE ENGINEER HAS ATTEMPTED TO CORRECTLY SHOW ALL EXISTING UTILITIES AND SUBSTRUCTURES IN THE VICINITY OF THE WORK, BUT DOES NOT GUARANTEE THERE ARE NO OTHER SUBSTRUCTURES IN THE AREA. FAILURE OF THE ENGINEER TO SHOW ALL SUBSTRUCTURES IN THEIR CORRECT LOCATION WILL NOT BE A BASIS FOR A CLAIM FOR EXTRA WORK, AND THE CONTRACTOR SHALL BE RESPOSIBLE FOR ALL DAMAGES TO SUBSTRUCTURES WHETHER SHOWN OR NOT. 1. CONDUIT: A. MINIMUM COVER IN STREET OR PARKWAY IS 30" BELOW GUTTER GRADE, UNLESS NOTED OTHERWISE B. MINIMUM COVER ON PRIVATE PROPERTY IS 30" BELOW FINISHED GRADE, UNLESS NOTED OTHERWISE. C. CONTRACTOR IS TO FURNISH AND INSTALL APPROVED CONDUIT TO CITY SPECIFICATIONS PER UGS- 100.1, 110 AND 120. D. FOR THE TYPE OF CONDUIT FOR THIS JOB, SEE CITY SPECIFICATIONS. E. CAP ALL MAINLINE CONDUITS AND SERVICE CONDUITS PER CITY SPECIFICATIONS. F. INSTALL BLANK CONDUCE PLUGS IN ALL CONDUITS TERMINATING INTO VAULTS, MANHOLE'S, PMH'S, SOT'S & ALL CAP LOCATIONS, PER CITY SPECIFICATIONS. G, INSTALL PULL ROPE IN ALL CONDUIT RUNS, PULL ROPE TO BE 3/16" POLYPROPYLENE OR POLYETHYLENE ROPE, BRAIDED OR TWISTED. H. ALL CONDUIT MUST BE MANDRELLED WITH A CITY APPROVED MANDRELL. 2. CONDUrr RADIUS REQUIREMENTS: A. THE MINIMUM RADIUS FOR BENDS ARE: 36" FOR CONDUITS 3" IN DIAMETER OR SMALLER 48" FOR CONDUITS 4" AND 5' IN DIAMETER 60" FOR 6" DIAMETER CONDUCE B: THE MINIMUM RADIUS FOR ALL SWEEPS OF ALL MAINLINE CONDUITS IS 12' -6" (UNLESS NOTED OTHERWISE). 3. EXCAVATION AND BACKFILL A. WORK AREA SHAM BE CLEARED AND ROUGH GRADED TO WITHIN FOUR INCHES OF FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUrr OR STRUCTURES. B. ALL EXCAVATIONS SHALL BE IN ACCORDANCE WITH THE CALIFORNIA STA'L'E CONSTRUCTION SAFETY ORDERS (WHEN APPLICABLE), CITY SPECIFICATIONS, AND ALL GOVERNING LOCAL ORDINANCES. C. EACH TRENCH TO BE A UNIFORM DEPTH BELOW FINAL GRADE PRIOR TO INSTALLATION OF CITY CONDUrr OR STRUCTURES. D. BACKFILL SHALL BE PROVIDED BY THE CONTRACTOR FOR ALL EXCAVATIONS AND SHALL INCLUDE CRUSHED ROCK, CONCRETE, AND /OR IMPORTED BACKFILL, WHEN REQUIRED. I- BACKFILL WITH A MINIMUM OF ONE SACK PER YARD SAND CEMENT SLURRY AROUND AND OVER VAULTS AND MANHOLES AND AROUND PMH`S Wrrl•TIN ONE FOOT OF FINISHED GRADE. F. BACKFILL, PER AGENCY SPECIFICATIONS, SHALL IMMEDIATELY FOLLOW SUBSTRUCTURE INSTALLATION. AT NO TIME SHAD_ CABLE BE LEFT EXPOSED OVER 24 HOURS. G. NO ROCKS ARE ALLOWED WITHIN 12 INCHES OF DIRECT - BURIED CABLES OR ANY CONDUrr WITHOUT CONCRETE ENCASEMENT. NATIVE BACKFLL 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 CABLES. AFTER THIS POINT, NO ROCKS LARGER THAN 12" DIAMETER ARE PERMITTED. H. ALL BACKFILL SHALL BE COMPACTED TO MEET OR EXCEED LOCAL ORDINANCES OR OTHER REQUIREMENTS. IT SHALL BE PLACED IN A MANNER THAT WILL NOT DAMAGE THE CONDUIT OR SUBSTRUCTURE OR AVOW FUTURE SUBSIDENCE OF THE TRENCH OR STRUCTURES. 4. PAVING: REPAVING, WHERE REQUIRED, SHALL BE PLACED IN SUCH A MANNER THAT INTERFERENCE WITH TRAFFIC, INCLUDING PEDESTRIAN TRAFFIC, WILL BE KEPI' TO A MINIMUM. THE CONTRACTOR SHALL ESTABLISH A PROGRAM OF REPAVING ACCEPTABLE TO THE MUNICIPALITY, COUNTY, OR OTHER AUTHORITY HAVING JURISDICTION AND WHICH IS ACCEPTIBL.E TO CITY. 5. STRUCTURES: A. ALL SUBSTRUCTURES SHALL BE CONSTRUCTED OR INSTALLED TO CITY SPECIFICATIONS. B. INSTALL PROTECTION BARRIERS WHEN REQUIRED IN AREAS EXPOSED TO TRAFFIC, PER CITY INFECTOR. C. ALL CONDUIT LINES AND CONCRETE FLOORED SUBSTRUCTURES SHALL BE WATER TIGHT. D. ALL GROUNDING MATERIALS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. E. CONTRACTOR TO PROVIDE SUBSTRUCTURE ENCLOSURE WALL DETAILS TO CITY INSPECTOR FOR APPROVAL PRIOR TO INSTALLATION. 6. 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, 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 CLEAR OF ALL APPURTENANCES THAT WOULD OBSTRUCT THE LOADING OR UNLOADING OF EQUIPMENT. 9. SERVICES: A. METERS AND SERVICES SHALT 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. B. ACTUAL LOCATION OF OBSTRUCTIONS, STORM DRAINS, AND /OR OTHER FOREIGN UTILITIES TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR IS TO VERIFY LOCATION AND WIDTHS OF ALL SIDEWALKS AND DRIVEWAYS PRIOR TO STREET LIGHT INSTALLATION. WITH THE APPROVED STREET IMPROVEMENT PLANS, APPROVED STREET LIGHT PLANS AND THE ACTUAL FIELD CONDITIONS. 12. SURVEY: SURVEYING OF STREET IMPROVEMENTS SHALL BE PERFORMED BY CONTRACTOR, PROPERTY CORNERS, LOT LINES, FINISHED GRADE, ETC., NECESSARY FOR THE INSTALLATION OF UNDERGROUND FACILITIES MUST BE COMPLETED AND MARKERS OR STAKES PLACED PRIOR TO THE START OF THE INSTALLATION. IN ADDITION, CONTRACTOR SHALL MAINTAIN THE MARKERS DURING THE INSTALLATION AND INSPECTION BY INSPECTION BY 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 FACILITIES. HE 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 UTTLrrY 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 CnY'S FINAL ACCEPTANCE AND SHAD. EXPIRE ONE YEAR FROM THAT DATE. CONTRACTOR AGREES TO PROMPTLY CORRECT TO THE CrTY'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 18. AS- BUILTS: CONTRACTOR RESPONSIBLE TO MAINTAIN AS -BUILT DRAWINGS WHICH ARE TO BE UPDATED DAILY. CONTRACTORS SHALL KEEP AND MAINTAIN TWO COPIES OF THE AS- BALTS. ONE SET IS FOR THE CONTRACTOR AND THE SECOND SET IS FOR THE CITY INSPECTOR. GENERAL NQTES 1, UNLESS OTHERWISE NOTED, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION WITH ALL CURRENT SUPPLEMENTS PUBLISHED BY BUILDING NEWS INC., LOCATED AT 1612 S. CLEMENTINE STREET, ANAHEIM CA. AND APPROPRIATE STANDARD DRAWINGS. 2. PRIOR TO BEGINNING ANY WORK, THE CONTRACTOR SHALT. OBTAIN A PERMIT 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 ENGINEER. REQUEST 0 947727IO SERVICE SHALL BE MADE 24 -HOURS 4.48-HOURS PRIOR TO ANY WORK, THE CONTRACTOR SHALL CALL THE UNDERGROUND SERVICE ALERT AT 1 (800) 422 -4133 AND OBTAIN AN INQUIRY IDENTIFICATION NUMBER. 5. ALL MANHOLES SHALL BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE WITH SECTION 301 -1.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 6. IMPROVEMENTS AS SHALL ER PROTECT AND -9 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS c6NSTRUCTION. 7. rT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL UTILITIES OF EVERY NATURE, WHETHER SHOWN HEREON OR NOT, TO PROTECT THEM PAM�DR BEAR THE TOTAL OF REPAIRORREPLACEI UTILITIES DAMAGED BY OPERATIONS IN CONNECTION WITH THE PROSECUTION OF THE WORK. UTILITY OWNERS: CITY OF RANCHO CUCAMONGA 10500 CIVIC CENTER DR RANCHO CUCAMONGA, CA 91729 909- 477 -2740 x4018 GOODMAN LOGISTICS CENTER 30" x 48" Diamond Plate Sty Parkway Cover Optioi Identification Sp 30" x 48" RPM Cover 101-0* 1"0 OCI Inserts 2 Ea. Side Walt 4 Total 12' -1" 1 5/8" x 1 5/8" x 18" Unistruts 2 Total RANCHO CUCAMONGA ULHIL!:SI R a: niWLSON AVE CL a BANY Q � ¢ HIGHLAN N Q 1 TH z f5 M VICTORIA PARK jlg BASE UN FI F CF a w I I.. _11.. _j r 0 VICK mole Liftinn Pin 12' -0" 5' -0" _n r4 of • pct ��P9 a, 4'- tl G� 4' -4» 5' -0" 0 Q0 5 > -7" r 6" 4 Ton Swiftlifts 4 For Stripping 4 For Placing 8 Total Approximate Weights Box 11900 Lbs Pad - 10200 L.bs 12 "# Sump 6" 5' -J SCALE -1 /4" = 1' -0" 7/8 "o Pull Iron 2 Ea. Side wall 4 Total 8' -6" 10 *0 Vent 1 Ea. End Wall 2 Total O 5 "0 Terminators 0 8 Ea. End wall 0 16 Total ©� Base Section Box Outside Dimensions 6' -O"W x 9' -6 "L x 5' -7"H Box Inside Dimensions 5' -0"W x 8' -6"L x 5' -1"H Pad Dimensions 10' -0"W x 12' -0"L x 8 "H VICINITY MAP NOT TO SCALE , ROJECT SITE II A� OIiP ROUTE ARR RCE 0324 5�0 6 "' 5'XIO'6'X7' 6-60M ELBOW 6-600A ELBOW ----- 3- #100Ei 1235'r -- — - -- ------ - -..3— #1000 -- — ...- - -- -- 3—#1/0 536' — — RCE 032?' 3 — #I /0 574' S'X10'6'X7' 3 —#2000 256' 3— #1000 242 2 RCE 0326 W 3- #1000 256' 3- #1000 24 A w +u 1 -1000 KVA 0321 RCE 0325 30- 277/480V RCE 5'X100321 5'X10'6'X7' I— PNE -11CL 1— RCE 0322 6 -600A ELBOW 6 -6600A 00A E L LBt]W 1 -1000 KVA 30 --277 /480V SINGLELINE SHEET INDEX SECTION SHEET NO. DESCRIPTION 1 TITLE SHEET 2 BUILDING "I ELECTRIC SERVICE CL 3 BUILDING 2 ELECTRIC SERVICE LEGEND OF CONDUIT SYMBOLS ELECTRIC NCI. CONDUIT REOD. -+a-- -SIZE OF CONDUT •. ---�- LENGTH OF TRENCH FULL ENCASEMENT IS REQUIRED FOR ALL ELECTRIC CONDUIT SAMPLE OF VENDORS: CONCRETE PRODUCTS Precast concrete item complete with necking,cover,and Inserts may be obtained from ony of the following approved manufacturers. JENSEN PRECAST 14221 San Bernardino Ave., Fontana, Calif, 92335 Phone: (909) 350 -4111 UTILITY VAULT CO. 10650 Hemlock Ave., Fontana, Calif. 92335 Phone: (909) 350 -2675 (909) 428 --3700 BID SET 3/10/14 EXIS11NG RCE 0323 2 SCALE 1 "= 40' BID SET 3/10/14