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Home My WebLink About1863-D PU LI STORM. D IN RI TE' ST RM DR IN _ 1 -- _, 4 - STORM DRAIN GENERAL NOTES ! F.S. OVER RO . S D. N 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, PROJECT CONTRACT DOCUMENTS _ (SPECIFICATIONS), AND THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1994 EDITION WITH SUPPLEMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND N I ti SPECIFICATIONS. 1 I q 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, j v , I FIRE HYDRANTS, ETCETERA, SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS S. OV17-R ROS.D. 0 I I OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE, SHALL BE REMOVED, RELOCATED, OR OVER PRC P. S.D. PROTECTED IN PLACE AS REQUIRED AT NO EXTRA COST TO THE CITY OF RANCHO CUCAMONGA. 3. i CONTRACTORPERFORMING WN i PROJECT F SHALL FWITH CTAND N; SHALL BESOLELY RES0SIBLEOR ANY DAMAGE TOE TFILISRESULTNGDIRELY OR -- --' -" - -- "- - - - - -- - - - -" - - - - W -" "-`-- - - -" - INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. GL o � I I � _ i i I 4. THE CONTRACTOR SHALL RECONSTRUCT, REPLACE OR REPAIR EXISTING STRUCTURES, PAVEMENT, CURB, j QSTGUTTER, UTILITY LINES AND OTHER APPURTENANCES AFFECTED BY THE INSTALLATION OF THE STORM DRAIN I j I SYSTEM. 5. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA PUBLIC WORKS, ENGINEERING j ! DEPARTMENT, PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE CONTRACTOR IN ACCORDANCE WITH THE A\� STANDARDS OF THE STATE OF CALIFORNIA BUSINESS, TRANSPORTATION AND HOUSING AGENCY, DEPARTMENT OF Sri i AND MAINTENANCE WORK ZONES" (S.A.F.T.), 1990 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 H G.L � APPROVAL OF THE ENGINEER. ~ \� _ { 1 7. CONTRACTOR SHALL LOCATE EXISTING LOOP DETECTORS AND RESTORE IN PLACE AFTER INSTALLATION OF 1HE w I O H G.L.I PROPOSED STORM DRAIN. -14 - - - - - - - - -- -+-- -I - Q,� ��b' `' I I- t 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 t I 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 XIS NG 2" iDIA. ST*M RAI i 4X i REGISTERED CIVIL ENGINEER. F0OiHIL4 ST RM 'DRAIN I PROVEM NTS IL 1 96 _ t , +. -_ _ I I 9. DESIGN OF THE R.C.P. SHOWN ON THE CONTRACT DRAWINGS IS BASED ON THE ASSUMPTION THE PIPE WILL ' I 'i I Q I I � 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 „� I 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. 0 1,.Z w I� 11. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND a + AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN _ +_ m a W I q oo m I a 1 REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR 4 80 TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. _ - C NST UC PE PR JE P 1VA I - RgVE - - 12. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R VALUE AND PAVEMENT TEST'S TAKEN TO DETERMINE V) N °OI ii ; W I N I ,; STRUCTURAL SECTIONS (PRIOR TO PAVING). W Z Z -1 3 f s o �I �L - { 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 I d V=12.83 .ps. _ z " BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY I j 67' C TR CT 30. L.F. 4 DII1. R .P., 16 -D .67' i LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF Qfwl w C.T.s. = p.s. Q*86. c. ..s. V= 17 01 tl.P.s WORK. CO STR CT 39. 4 " D A. C.P. 16 - 4,6T CO ST CT 307 83 F. 2" DIA. R P., 60 D 14. SOIL BORING LOGS ARE MADE AVAILABLE FOR THE CONTRACTOR FOR SUCH USES AS HE MAY CHOOSE TO _ - - - - - - -- - - -- - - - - MAK F THEM I T PREPARATION HI I TH ITY F 0 CUCAMONGA TE , - . . . . . E 0 E N HEOF SBD. E C 0 RANCH CUCA NG GIVES NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT SUCH SOIL BORING REPRESENT A TRUE AND COMPLETE CROSS- ON SECTION OF ALL THE MATERIAL TO BE ENCOUNTERED IN PERFORMING THE EXCAVATION AND EARTHWORK PROFILE SCALES: CO TRACTOR 0 ERIYY OR 0 TAL ER IC L L CA 101 THIS PROJECT. HORIZ. 1 "=40' PR R 0 TAT F ON TRI�CTI N. AN DI CR PA CY SH LL j j 15. LOCATIONS OF CATCH BASIN CONNECTOR PIPE JUNCTIONS WITH CATCH BASINS SHOWN ON THE DRAWINGS VERT. 1 "=4' E � ARE SCHEMATIC. IT IS INTENDED THAT SUCH JUNCTIONS BE LOCATED AT THE DOWNSTREAM END OF THE i 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 MEET FIELD CONDITIONS. 0 1 2 3 4 5 6 7 B 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. PROPOSED SEWER WATER AND STORM DRAIN IMPROVEMENTS PER PROJECT 18. WHEN INDICATED ON THE DRAWINGS SANITARY SEWERS AND LATERAL CONNECTIONS SHALL BE ENCASED OR I f BLANKETED IN ACCORDANCE WITH CITY OF RANCHO CUCAMONGA STD. DWG. No. 340. NORTH PRIVATE IMPROVEMENT PLANS. 19. LOCATIONS SHOWN ON THE CONTRACT DRAWINGS FOR EXISTING SANITARY SEWER HOUSE CONNECTIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD LOCATE LATERALS. 3 fl 3 NTA FE LACE APARTMENTS u TR ICT 16257 20. CITY APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR THE N J N CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED o I 1"=40' a PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Jm I_I J W i 21. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, AND HAZARD FREE, ORDERLY n J i m 4i J z v M STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. a o I ON 00 o N + j i 22. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL AFFECTED UTILITY COMPANIES AS REQUIRED 3 o I cri ai ;n aO TWO (2) WORKING DAYS PRIOR TO EXCAVATION. N M EXIST. VERIZON CONDUITS o + / +49.06 C.L. M.H.- 2 EXIST. VERIZON Q' to J CONDUITS) ± + o N + M + o;,j ' PROPOSED DECORATIVE FENCE PER 23. THE FINAL SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL + rn ,n + `a -i"r - - _ PRIVATE IMPROVEMENT PLANS UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND ALL UNACCEPTABLE PARKWAY cV H -- EXIST. R/W� m o CONDUIT()ZON AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 0 0 - -- - 11 -- � -- -- i- ��. PROP. C. do G.� EXIST. A.C. BERM g 7 - - i 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS INCLUDING, BUT NOT LIMITED TO, 4 2 = O 4 2 EXIST. A.C. BERM Ml - ENCROACHMENT PERMITS, DUST CONTROL PERMITS, STORM DRAIN CONNECTION PERMITS FROM SAN Io I --------- -- ---- - -- -- - ------- - _ EXIST. A.C. BERM -- -_--�- - - -- - --- -- - - - --- BERNARDINO COUNTY FLOOD CONTROL DISTRICT, CUCAMONGA COUNTY WATER DISTRICT, CALTRANS, ----- PRIOR TO BEGINNING WORK ON THE PROJECT - - -- - . - - ---- _ __ W- -42"w - N. 0'49 07 E_ --- - - - ___ " c., N. 0'07'50" W. _ - � ---- -- -00.---- -- ----- --- 7 I cFi 25. CONTRACTOR SHALL POSSESS A "CLASS A" LICENSE (GENERAL ENGINEERING CONTRACTOR) IN ACCORDANCE ,0 ----- - N� ----- PROTECT EXIST. 12" WATER�/ � - - ( +� > MAIN IN PLACE N I 4 2 C WITH THE PROVISIONS OF THE CONTRACTOR'S LICENSE LAW (CALIFORNIA BUSINESS AND PROFESSIONS CODE, I " N. 0'49'07" E. j I + - PIPE CURVE DATA: SECTION 7000 ET SEQ) AND RULES AND REGULATIONS ADOPTED PURSUANT THERETO AT THE TIME THIS 4 ti� +� +�4 5 I _ CONTRACT IS AWARDED. 2 $ " I ---- - ----- _ N +i I " `n t 2 o i A� R_22.50' 26. ALL WORK WITHIN STATE OF CALIFORNIA RIGHT OF WAY (STATE ROUTE NO. 66) SHALL CONFORM TO THE STATE i A -�W� DONEBj+------ n-_ N M -B S +-n 4 cq I A-32'12 47 OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, DATED JULY 1995, AND SHALL CONFORM TO - %Ag - -- � ---- ------ -- I --------------- L=12.65' ALL REQUIREMENTS AS SHOWN ON THE CALTRANS ENCROACHMENT PERMIT WITHIN THE SPECIAL PROVISIONS OF V� 4BAN69f "GAS- T=6.50' THIS PROJECT. ----- h -T-., a��=a� -- ---=-------- - AN60NfB - - - N -- -- R=45.00' 28'14, B 3 -- - A= 5 X EXIST. R/W 4_J L=22.19' J T=11.32' v Mh. m C R=22.50' 0o d ' m _- �A=65'59'14" =rf ETIWANDA AVENUE -__ _ z T-?4.6; , } O o� o CAMINO - REAL APARTMENTS w i TRACT 16181 NOTE: -- 2T I � I DOUBLE BEVELED PIPE SHALL BE USED FOR ALL PIPE ALONG CURVES W NOTE REGARDING EXISTING UTILITIES _ THE LOCATION (HORIZONTAL k VERTICAL) AND EXISTENCE OF UTILITIES SHOWN - 'V [ EXISTING 72" DIA. R.C.P. ON THESE PLANS ARE APPROXIMATE AND PLOTTED BASED ON AVAILABLE RECORDS. ' I CrrY DESCRIPTION OF REVISION DATE Z STORM DRAIN THE CONTRACTOR IS HEREBY NOTIFIED TO POTHOLE ALL EXISTING UNDERGROUND APPROVED Z UTITLITIES (WHETHER SHOWN ON THESE PLANS OR NOT) TO VERIFY HORIZONTAL ---- ---- AND VERTICAL LOCATIONS PRIOR TO BEGINNING CONSTRUCTION ON THE STORM CITY OF RANCHO CUCAMONGA DRAIN. i a STORM DRAIN IMPROVEMENT PLANS ETIWANDA AVENUE TRACT 16257 & TRACT 16347 FOOTHILL BLVD. to STA. 6+00± CONSTRUCTION NOTES & ESTIMATE OF UANTITIES APPROVED BY: � DATE �- j QRp F E S S/pN 1 REMOVE EXISTING CONCRETE PIPE CLOSURE AND JOIN EXISTING 42" DIA. R.C.P. STORM DRAIN. 1 EA. BASIS OI BEARING ��,�� E. c�F�l� CITY ENGINEER t I f R.C.E. N0, 24953 PROJECT BENCHMARK. �P �lC p9 DESIGN i RECOMMENDED - _ - - -- 2Q-- CONSTRUCT 42" DIA. R.C.P. STORM DRAIN WITH WATER TIGHT JOINTS, 1600-D. 579 L.F. THE BEARING N. 0'49'07" E. ALONG THE CENTERLINE OF ETIWANDA AVENUE CITY OF RANCHO CUCAMONGA BENCHMARK NO. 165: c� 'v3 Z DGA Dan G BETWEEN FOOTHILL BOULEVARD AND MILLER AVENUE PER RECORD OF SURVEY �W m `� l�lelAra / 3o-- CONSTRUCT MANHOLE No. 2 PER CITY OF RANCHO CUCAMONGA STD. PLAN 319. 3 EA. DESCRIPTION: CHISELED "O " ON TOP OF CURB, FRONT C.E. 292 4 BOOK 36, PAGE 38, RECORDS OF SAN BERNARDINO COUNTY, CALIFORNIA, OF FIRE HYDRANT, EAST SIDE OF ETIWANDA AVE., 0.25 DRAWN �--_ 8t ,�SSOCIQtP.S SHEET TRENCH REPAIR PER CITY OF RANCHO CUCAMONGA STD. PLAN 120 AND A.C. BERM REPLACEMENT L.S. WAS USED AS THE BASIS OF BEARING FOR THIS PLAN. MILES NORTH OF FOOTHILL BLVD., NEXT TO P.P.#T2785B DGA - 1 1 l�' ' PER CITY OF RANCHO CUCAMONGA STD. PLAN 104, D1-8. `rr CIV11- `P OF ELEVATION: 1224.855 9 OF OAOv CHECKED 10271-B TRADEMARK STREET DRAWING No. --- RANCFIO CLrAMONGA CALFORNU1 91730 AUFBAU PH(909)987-4306 FAX(909)941-1528 /843- D 'Rvj EcT si4 tea- Pa. r ofL r..