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Home My WebLink About2125-DGENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE TAS NDARD SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LATEST EDITION WITH SUPPLEMENTS. CONTRACTOR SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT OF WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, REPLACED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. 3, ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURE, PAVEMENT, CURB, GUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF STORM DRAIN SYSTEM. 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE CITY OF RANCHO CUCAMONGA RIGHT OF WAY. 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF TRANSPORTATION (CALTRANS) "STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES" (S.A.F.T.), LATEST EDITION, THE SPECIAL PROVISION, AND IN ACCORDANCE WITH THE DETOUR AND PHASING PLANS. TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND MAINTAINED TO THE SATISFACTION OF THE ENGINEER. NO SUCH DEVICES SHALL BE REMOVED OR RELOCATED WITHOUT APPROVAL OF THE ENGINEER. 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF THE PROPOSED STORM DRAIN. 8. PRIOR TO PERFORMING ANY EXCAVATION ON THE PROJECT THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS TO THE CITY ENGINEER FOR APPROVAL. IF SUCH SHORING DOES NOT CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS DEALING WITH EXCAVATIONS AND TRENCHES AS ISSUED BY THE DIVISION OF INDUSTRIAL SAFETY THEN SHORING CALCULATIONS AND DRAWINGS SHALL BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL BE INSTALLED IN ACCORDANCE WITH THE PIPE BEDDING DETAIL AS SHOWN ON CITY OF RANCHO CUCAMONGA STD. DWG. NO. 341. IF THE TRENCH WIDTH EXCEEDS THE OUTSIDE DIAMETER OF THE CONDUIT PLUS 20 INCHES THE BEDDING SHALL BE MODIFIED AND /OR PIPE OF ADDITIONAL STRENGTH SHALL BE PROVIDED. THE PROPOSED MODIFICATION SHALL BE APPROVED BY THE CITY ENGINEER. 10. TRENCH BACKFILL SHALL CONFORM TO THE CITY OF RANCHO CUCAMONGA STD. DWG. NO. 120 AND SHALL BE VERIFIED BY COMPACTION TESTS TO THE SATISFACTION OF THE ENGINEER. 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB - GRADES SHALL BE PERFORMED BY THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND /OR SURFACING. 12, PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO PAVING). 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER SOLELY FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO MAKE OF THEM IN THE PREPARATION OF HIS BID. THE CITY OF RANCHO CUCAMONGA GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL REPRESENT A TRUE AND COMPLETE CROSS - SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK ON THIS PROJECT. 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE CATCH BASIN UNLESS A DETAIL OF THE CONNECTION IS SHOWN OR A NOTE SPECIFICALLY INDICATES OTHERWISE, IN ALL CASES THE EXACT LOCATIONS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER TO MET FIELD CONDITIONS. 16, WHERE UTILITIES ARE INDICATED ON THE DRAWINGS TO BE SUPPORTED, SAID SUPPORTS SHALL BE IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339 UNLESS OTHERWISE INDICATED. 17. SANITARY SEWERS AND HOUSE CONNECTIONS CROSSING OVER THE STORM DRAIN TRENCH SHALL BE SUPPORTED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339 AND ENCASED PER GENERAL NOTE NO. 5 ON SAID STANDARD DRAWING. HOUSE CONNECTIONS SHALL BE REPAIRED PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 339 CASE 3. 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. NO. 340. 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY, THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 22. CONTACT UNDERGROUND ALERT AT 1- 800 - 422 -4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED TWO (2) WORKING DAYS PRIOR TO EXCAVATION. 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NO BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NO LIMITED TO, ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, METROPOLITAN WATER DISTRICT, SANDBAG RAILROAD (METROUNK), ETC., PRIOR TO BEGINNING WORK ON THE PROJECT. 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACTORS LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS CONTRACT IS AWARDED. STORM DRAIN IMPROVEMENT TRACT NO. CITY OF RANCHO THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEDGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. UNDERGROUND U77LI TIES & STRUCTURES THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISITNG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. "CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR , UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." QUANTITY NOTE: THE ESTIMATES OF IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF EARTHWORK AND IMPROVEMENT QUANTITIES AND SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S) U TTLI TY PURVEYORS: ELECTRICITY SOUTHERN CALIFORNIA EDISON CO. 7951 REDWOOD AVENUE FONTANA, CA 92336 1(800) 655 -4555 GS SOUTHERN CALIFORNIA GAS CO. 216 N. EUCLID AVENUE ONTARIO, CA 92336 1(800) 427 -2200 WATER CUCAMONGA VALLEY WATER DISTRICT 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91729 -0638 (909) 987 -2591 LW CUCAMONGA VALLEY WATER DISTRICT 9641 SAN BERNARDINO ROAD RANCHO CUCAMONGA, CA 91729 -0638 (909) 987 -2591 Underground Service Alert Call: TOLL FREE 1 -800 422 -4133 TWO WORKING DAYS BEFORE YOU DIG PLANS FOR C U C A M 0 N G A CONSTRUCTION NOTES AND QUANTITIES: O-- CONSTRUCT 18" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. PLAN NO. 341, TYPE II 0—CONSTRUCT 24" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. PLAN NO. 341, TYPE II 30- CONSTRUCT MANHOLE NO. 1 PER C.R.C. STD. PLAN NO. 318. (D--CONSTRUCT CONSTRUCT CATCH BASIN PER C.R.C. STD. PLAN NO. 300, CONSTRUCT LOCAL DEPRESSION PER C.R.C. STD. PLAN NO. 307. — O7 — BREAK INTO EXIST. CATCH BASIN AND MAKE PIPE CONNECTION PER JUNCTION STRUCTURE NO. 1 PER C.R.C. STD. PLAN NO. 330. CABLE MARKS CABLEVISION 10808 FOOTHILL BLVD #120 RANCHO CUCAMONGA, CA 91730 (909) 987 -6275 TELEPHONE VERIZON 1(800) 483 -3000 40 L.F. 337 L.F. 1 EA. 2 E.A. WCIN1 TY MAP NOT TO SCALE Ben ch Mork: B. M. 10089 De v. 1507 OX SET 2" BRASS DISK IN CONC. HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. 2 E.A. LEGEND OF SYMBOLS: PROJECT LOCATION PLIAONO ST. HILLSIDE WI 1 E.A. FG FINISH GRADE ELEVATION 2,0 FREeNAI L I GRADE BREAK NG NATURAL GRADE ELEVATION TC TOP OF CURB ELEVATION INV. PIPE INVERT ELEVATION FL FLOW LINE ELEVATION TG TOP OF GRATE ELEVATION 1BTH ST EXISTING ELEVATION �— 403.89 NWHt NO AV y a PROPOSED CONTOUR ELEVATION S SEWER LINE 4' '' CURVILINEAR SIDEWALK ❑ CATCH BASIN O MANHOLE OR CLEANOUT O TMMUNERo. a 3 �j � a W GNTHI JO. RROW RTE. STN ST. ¢o W 6 STH ST. 2 IT. ST m ly WCIN1 TY MAP NOT TO SCALE Ben ch Mork: B. M. 10089 De v. 1507 OX SET 2" BRASS DISK IN CONC. HEADWALL STAMPED "CITY OF RANCHO CUCAMONGA BM 10089 1987" AT SOUTHWEST CORNER OF SUMMIT AVENUE AND EAST AVENUE. 2 E.A. LEGEND OF SYMBOLS: FS FINISH SURFACE ELEVATION HP HIGH POINT 1 E.A. FG FINISH GRADE ELEVATION GB GRADE BREAK NG NATURAL GRADE ELEVATION TC TOP OF CURB ELEVATION INV. PIPE INVERT ELEVATION FL FLOW LINE ELEVATION TG TOP OF GRATE ELEVATION (403.89) EXISTING ELEVATION �— 403.89 PROPOSED ELEVATION 6° SIDEWALK - CURB ADJACENT 403 PROPOSED CONTOUR ELEVATION S SEWER LINE 4' '' CURVILINEAR SIDEWALK ❑ CATCH BASIN O MANHOLE OR CLEANOUT O ATRIUM GRATE INLET PLAN INDEX SHEET NO. TITLE SHEET 1 STORM DRAIN PLAN & PROFILE 2 ROWZ007 -0000+ PROJECT SHEET NO. __ 6 _ OF _ CATCH BASIN NO. 1 N.T.S. CATCH BASIN NO. 2 N.T.S. C) Q100 = 7.7 cfs A n M °a FINISH SURFA • O VER STORM Al, SQ + EX. C. B. 6 1443.50 INV. � 7 IN N. $c S. — 14¢� 38 �'� ?� , h YEAR K G 14 +00 T 17 A (— r T R A C T N 0. s N763858a� .. T R A C T 0 N 0. U N LINE 'A' I R= ICJ J . 7 6 8 6 7 1 J 6 l 4 / 6 5 III 1 U �o o h � 12 � 2 10 ' m 4 U v o ap S t h N0 16867` 6 VINTAGE DRIVE 12 +00 ry I I � J 22 U cV� U h ,Z � � M NIR — 2000 D LINE 'A' o o � N Ci Ci ti L ti m MIIIIIIIIIIIIIIIII§ LINE 'A' igrt e7 2).,. III it II 0100 = 4.0 cfs FINISH SURFACE O VER S TORM DRA I F S C. 9. NO. 2 V =4.00' INV. 0100 = 3.8 cfs — Bench Mark: B. M. 10089 Elev. 1507031 2 SET 2' BRASS DISK IN CONC. HEADWALL STAMPED 'aTY OF RANCHO CUCAMONCA BM 10089 1987' AT SOUTHNE'ST Q CORNER OF SUMMIT AVENUE AND EAST A ffhUE. � U fk�1h 100 -YEAR H.G.L C.B. NO. V 4A&^ INV. 1, N �o O � O N Z d o ci ¢i m ? j CiU) 4i 0= $? �4i 1 IVY -- 0 Or pU - CC p p� Ci "N�x" (SLAT. 'A -1 LAT. 'A -2 z aQ °> �W m5� I— CONST 17.53 L.F. CONST. 28.34 L.F. OR� .W II z I I ARAPAHO 6 ROAD II II � it II m I I EXIS771VG 63 R.C.P. STORM DRAIN C /TY OF RANCHO CUCMONGA \\ I I 0- W 1 I I' t I L / Aga R G P EX. 63' R.C.P. SD STA. 10 +2200 A E.C. - - - -- SO STA. 10 +04.74 B.C. ' N�3 AZ �B w 7 SD STA. 10+00.00 BEGIN CONSTRUCnON Ib.3-?SDCe -STA j0 + 00.000.11 CAVE DATA PUBLIC STORM DRAIN PLAN DELTA RADIUS LENGTH I TANGENT A 12'46'43" 1 850.00' 189.57' 95.18' B 13'05'58" 850.00' 194.33' 97.59' HC)RIZ. 1' -40' VERT. 1" -4' 18" R.C.P.-2000D CONSrRUCnay NOTES: 18° R.C.P. -2000D V CONSTRUCT 18" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. PLAN NO. 341, TYPE II V CONSTRUCT 24" R.C.P. WITH PIPE BEDDING PER C.R.C. STD. PLAN NO. 341, TYPE it LJ CONSTRUCT MANHOLE NO. 1 PER C.R.C. STD. PLAN NO. 318. CONSTRUCT CATCH BASIN PER C.R.C. STD. PLAN NO. 300. Q— CONSTRUCT LOCAL DEPRESSION PER C.R.C. STD. PLAN NO. 307. (D—BREAK INTO EXIST. CATCH BASIN AND MAKE PIPE CONNECTION PER JUNCTION STRUCTURE NO. 1 PER C.R.C. STD. PLAN NO. 330. GRAPHIC SCALE w Ia ( IN FEET ) 1 inch = 40 ft. DESCRIP77ON OF REVISION M37 CITY OF RANCHO CUCAMONGA 'P PUBLIC STORM DRAIN PLAN ~ Exp.9 /30/07 Z * VIN TA GE DRI VE or `°! C' "" CAI. TRACT NO. 16867 LINE 'A', LAT. 'A -1' AND LAT. 'A -2' APPROVED BY DATE Underground Service Alert CITY ENGINEER R.C.E. 24953 e Cali: TOLL FREE 1 -800 DESIGN T.A.P. p , 422 -4133 500 Saint Vincent — ....... •••••- DRAVIIN Irvine, Col/fomio 92618 SHEET TWO WORKING DAYS AFORE YOU DIG T.A.P. (94 9) 38 7035 FAX (949) 387 -7534 2 2 cc \ AWING NO. a �� 25 -D � �_.._ _ R.C.E. N0. 35275 THOMAS PEffERSEN Exp. 9/30/07 DATE ? CHECKED CITY FIE N0. rww4w1-V000? PROJECT SHEET NO. --7-- OF _ 7