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Home My WebLink About2371 .......... ..... . ........... .................. ------ ................. .......... ........ .............. ...... ............. ......... .......... ............... .......... ............ . .............. ....................... .................. ............ ............... ................. .... ...... ............ ................... ........ .................. ............... . .. ............... . ........... ............. .... ... .... ....... . ............ ......... ...... .. ......... ...................... . ................. .. ....... ................... .......................... ................ .............. . ........ ..... ....................... ... ............ . . ... ............ ... ........... .................... ........... Pe vemle'_ :8 4 n :I'fy a 8: 70 plans reacf )NO11111 :i 8 foem Dealn c"10MMI . j H 11W � . . . .......... .I RD BOULEVA FOOTHILL SAN PLAN LEGE. .... .. . .......... ...... I SEVAIN.E -------- ....... . NOTICE TO CONTRACTOR . ............ .. . ...................... - - --------- GENERAL NOTES ................................... . - -------- VILLAS ........ ....... .. ........... . . . INED OF AVAILASLE RECORDS. TO THE BEST T.G. TOP OF :GURB SY A SEMCH THE EXISTENCE AND LOCATION OF ANY UNDERGROUNO LjTjLjTy pipEs OR -sTRucTURES SHOWN ON THIS PLAN ARE OSTA ...... .... 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARD PLANS ED To SHOW LOCATIONS OF INES, OF OUR KNOWLEDGE THERE ARE NO EXISUNG UTILITIES EXCEPT AS S14OWN ON THESE PLANS. TMESE PLANS ARE NOT INTEND C.F. :CURB FACE -71 URRENT EDITION, INCLUDING ITS UTILITIES AND STRUCTURES SHOWN ON THESE PLANS. AND THE STANDARD SPECIF[CATIONS FOR PUBLIC WORKS CONSTF R(GATION LINES, TC. THE CONTRACTOR SHALL TAKE DOE PRECAUTIONARY WEASURES TO PROTECT ALL AX, ASPHALT CONCRETE 0 LANDSCAPE IR ANNUAL SUPPLEMENTS OF AMENDMENTS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE c LOWUNE R .wl Fl, F --f—I . FOR ADHERENCE To THESE STANDARDS AND SPECIFICATIONS. . THE EXISTING fjNDERGROUND UTILITIES AND SUBSTRUCTURES IDENTIFIED ON THESE PLANS WERE TAKEN FRO)o AVAILABLE RECORDS AND �SHOWN ACCORDINGLY. IN ACCORDANCE TH UP OF OMER WORKS CONSMUCTION PART I SECTION 5, THE CONTRACTOR-IS RESPONS113LE FOR N N_ UNDERGRouND SERVICE ALERT (OR 2� ALL PIPELINES OR SUBSTRuCTuRES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, F�RIE THE STANDARD SPECIFICAT70NS FOR PUBLIC AND, SHALL DETERWINE THEIR LOCATIONS :& DEPTHS, INCLUDING Top or GmTE TO IDENTIFY AL L EXISTING UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, % HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITH-IN THE RIGHT OF WAY LIMITS OR IN ADJACENT CALTRANS ON STATE H CONFLICTING UTILITIES ARE NOT RROUGHT TO THE INV. IWEWr OF PIPE EMOVED, REPLACED, RELOCATED OR PROTECTED SERVICE Cof4NECTIONS WHICf ILY AFFEcT OR :BE AFFECTED gy ITS OPERATIOXS PRIOR TO S-1ARTWO WORK :ON THE PROJECT. IF AREAS WHERE IMPROVEMENT WORK IS TO BE DoNL SHALL BE R PRIOR TO THE START OF THE CONTRACTOR"S *ORK, THE ENGINEER WILL NOT BE RESPONSIBLE FOR ANY CHANGES, REVISIONS OR MODIFICATIONS. T.W. TOP OF 'WALL 1,N PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUGAMONGA. ENG)MEER'S ATTE0 ON T.F. TOP OF FOOTING 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIAR�ZE HIMSELF WITH THE SITE AND SHALL ALL CONTRACTORS AND SuBCONTRACtORS PERFORMING WORK SHOWN ON Of? RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED HIGH POINT Z cow WITH THE flOCCUPATIONAL SAFETY AND HEALTH REGULATION MISH SURFACE BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTI:NG DIRECTLY OR INDIRECTLY FROM A SAFE PLACE TO J#ORK AND THE PUSUC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS $HALL PLY HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. OF THE DEPARTMENT OF :U.S. LABOR, AND WITH THE SrATE OF CALIFORNIA DEPARTMENT OF INDUMIAL RELATIONS" "CONSTRUCTION SAFETY :ORDERS :FINISH GRADE TRACT 18870-1 OR. ORK. GRADE BREAK awl 4 VICES :DEPARTMENT PRIOR "OCCUPATIONAL HIZALTH AND SAFETY A PERWIT SHALL BE OBTAINED FRaM THE CITY OF RANCHO CuCAMONGA ENGINEERING SER BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTaRS AND SUBCONTRACTORS COPLIANCE WITH THE TO ANY ENCROACHMENT OR C:ONSTRUCTION WITHIN ANY CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT OF WAY. THE CIVIL ENGINEER SHALL NOT I DE.P RTk N 0 IND STRI LATIONS "CONSTRUCTION SAFM ORDERSO. FX. FINISH FLOOR A E T F U AL RE REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STAX OF CALIFORNA CENTERIJ E 5, ALL GRADE STAKES SHALL :BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL .............. . .. ... NO C&PLETE RESPONSIBILITY FOR JOB SITE zallomoNS DURING THE COURSE OF CONSTRUCTION OF THIS :PROJECT, R/W RIGHT�OF—INAY NT POINTS WITHIN 0,01 FOOT OF SUSIGRADE ELEVATION AND AT :NOT MORE CONTRAcToR FURT14ER AGREES THAT HE SHALL ASSUME SOLE A ARROW ..... ...... HINGE POINTS, EDGE OF PAVEME UIRUENT SHALL APPLY CONTINUOUSLY AND :NOT BE LIMITED TO NORhfAL WORKING HOURS; AND THAT THE THAN 50.00 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT INCLUDING SAFM OF ALL PERSONS ANO PROPERTY, THAT THIS REQ M POINT .AND ALL LiAbIliffy, REAL OR ALLEGED, IN CONNECT(ON WITH THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY ExISUNG TREE To HE ;REWOVED WARPED OR VERTICAL CURVE AREAS. pERFoRkANCE OF WORK ON THIS PROJECT, EXCEPTING FOR L)ABILITY ARISING FROM SOLE NEGOGENCE OF THE :OWNER OR ENGINEER. . .................... . 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE FRWOSED GRADED SLOPE . ......... CONSTRUCTED PRIOR TO PAVING- . ......... pROP0,SED ASPHALT CONCRETE P'AVI'G 7. COMPACTIoN TEST OF EMBANKMENT CONSTRUCTION, TRENCH BACK FILL, COMPACTING ORIGINAL GROUND AND ALL SUB—GRADES SHALL :BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH -T— THESE COMPACTiON TESTS SHALL BE SUBMITTED To THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT PROJECT SFEET INDEX ...... ..... ....... FIRE HYDRANT ............... ............ .......... OF BASE MATERIALS AND/OR SURFACING. ::PROJECT SHEET SHEET :FLOW DRAINAGE .................... SHT. DESCRIPTION 8. AT THE COMPLETION OF :PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DItTERMINATIONS :COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. sWALE AND DIREMON OF :FLOW I PROJECT EARTH ............ ... TITLE SHE ........... GRADE W(TH DIRECTIG :or FLOW NS DETAILS ............................. ......... 9. PRIOR To INSTALLATION :OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER 2 CONSTRUCTION NOTES, TYPICAL SECTIO ------ . . ................. �ljl ............ LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY R-VAL.UE, SIEVE ANALYSIS AND SAND EQUIVALENT 3 PLAN & PROFILE PECAN AVENUE . ...... . . ............... "WING GRADE CONTOUR UNE . ......... ...... . ..................... OF AGGREGATE BASE. .. .. ...... PROFILE RIVERTON PLACE ......... ... 4 PLAN & . ............. ... ...... .... NTOUR LINE 1:0. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE z OFILE SUNSET HILLS PLACE .............. 331— FROMEDDRADE CO 5 :PLAN PR ............................... STRUCTURAL SECTIONS. 6 PLAN PROFILE FLAGSTAFF DRIVE ......... mm CHAM—LINK FENCE 11. WHEN :IMPROVEMENTS ARE To BE PLACED ON NATIVE SOiL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB- 7 PLAN & PROFILE JOLIET DRIVE ..... ... ...................... ROPOSE.0 K GARDEN WALL .................. CONCRETE BLOC GRADE SHALL ,BE :PREPARED BY REMOVING ALL ROCKS WHICH PROTRuDE ABovE THE SUB-GRADE AND ALL VOIDS ............... . ..................... ...... .. ........... .. ......... OR DEPRESSIONS 'SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. a pLA.-N & PROFILE — OAT-MAN DRIVE (PECAN AVENUE to STA. 1:6+00), . ................. PROPOSED CONCRETE 8= REWHING WALL F;7 ........... .. ... ....................... PLAN PROFILE OATMAN DRIVE (STA4 16+00 to SUNSET HILLS PLACE) PROPOSE0, DECORATIVE FENCE/WALL PER .............. ................ cr PIANS 12. iF THE ASPHALT CONCRETE' IS TO BE PLACED ON SUS-GRADE, A SOILS STERILANT REGISTERED BY THE E.P,A. LANDSCAPE ARCHITE S VICINTY, MAP ................... FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE 1:0 PLAN :PROFILE STANTON DRIVE (PECAN AVENUE fo STA. 15+09)... . ..... ............................... ------------ ........... - ----------- ........ ................... . .......... FOR FULL PAVEMENT WIDTH PRIOR TO PAVING� R.D. ROOF DRAIN N.T.S. UNSET HILLS PLACE) ............ I I PLAN & PROFILE STANTON DRIVE (STA. 1:6+00 to S: TRAMC SIGN 13. ESTIMATE OF QUANTITIES 15 PROVIDED BY THE ENGINEER ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, WINSLOW DRIVE ................................. Rpm 12 :PLAN & PROFILE .................. EX15ING RETAINING WALL ...................... . .......... THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A 3ROPOSED STOO IDRAIN BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH :IS NOT SPECIFICALLY LISTED IN THE ESTIMATE :OF is STORM DRAIN LINE "A" (STA. 33+37.17 to STA. 38+08.1.8) . .... .......... ............. QUANTITJES SHALL BE CONStIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. M—z — .0< 3 14 STORM DRAIN LINE "B" (STA- 2.8+44.89 to STA. Ee .............. ................. ............. . ........ :PROPOSED GRATED CATCH �BASIN 14, STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS .401A AND 401B SHALL BE CONSTRUCTED 15 STORM DRAIN LATEP-AL PROFILES ........ ............. .................... ........... .................. .............. ........... ............................ .................. ... ....... ---------------- -------------------- AT EACH INTERSECTION 15- CITY APPROVAL OF :PLANS DOE5 NOT RELIEVE THE :CONTRACTOR FROM RESPc)NsiBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUIEST THE REOUIRED PLAN REVISIONS SHALL BE :PROMPTLY SUBMITTED To THE CITY ENGINEER FOR APPROVAL. 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REOUEST OF THE :INSPECTOR. EXISTM �WRVEY MONUWNTATIONq ........... . ... ............ ----------------- 17. CONTRACTOR SHALL NOTIFY :UNDERGROUND SERVICE ALERT AT 1 —800-422-4133 TWO (2) WORKING DAYS PRIOR I HEREBY CERTIFY THAT I HAVE fOENTIFIED ALL SURVEY MONUMENTS OF RECORD(S) T14AT COULD :RE DISTURBED BY THIS TO THE START OF CONSTRUCTION. PROJECT. ALL SAID MONUMENTS V-VHfCH CURRENTLY EXIST IN THE FIELD ARESHOWN ON THESE :PLANS AND ARE DESCRIBED AS 18. THE FINAL SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL FOLLOWS. L UNACCEPTABLE PARKWAY :UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED AND AL E G E :R. MONUMIENT DESCRIPTIONS1 ............. . ...... . ............ AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION :OF THE :CITY N IN E 19. WHERE SURVEY MONUMENTS EXIST, SUCH MONUMENTS SHALL BE PROTECTED OR SHALL BE REFERENCED AND NO ONU�fENTS. FOUND SECM ( ND SURVEYOR�S ACT), RESET PURSUANT TO BQJ51NESS AND PROEESSIQ�S COD NS 8700 TO BB05 :LA 9'gor E S-slo E. UTILITY COMPANIES AS REQUIRED 48 HOURS PRIOR TO EXCAVAT 20 CONTACT ALL ION. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLoWiNG: 4� k SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT .. ... . .. .. .. .. .(818) 969-7911 RX.E. 29724 B. VERIZON. .. .. .. . .. .. .. .. .. .... .... .. 483-3000 1400 E. PHlLLI'PS '.60'UL'E`VARD. . .. .. . .. . r .................. POMONA, CA 91766 . ...... C. SOUTHERN CALIFORNIA GAS COMPANY . . .. .. . . . .. .... . . .. .. 335-7583 "Date P�0, BOX 3003 REDLANDS, CA 92373 D. CUCAMONGA VALLEY WATER DISTRICT . .. . . . . . . . . . . . . . . . . (909) 987-25,91 ILI :ENGR. DEPT. :(909) 483-7440 1:0440 ASHFORD STREET RANCHO CUCAMONGA, CA 9 1730 E. METROPOLITAN WATER DISTRICT (MWID). .. . . .. .. . . .... .. ... .. .. ... . . .... ... . .. �(909) 593-7474 700 N. MORENO AVENUE LAVERNE, CA 91750 PARTMENT. . . . . . . . . . . . . ... . . .. .. . . . ... . . .. .. . . . . . .(909) 873-8022 F. SPRINT -. TRANSMISSION DE 262 S,I SYCAMORE AVENUE RIALTO, CALIFORNIA 92376 G. CHARTER COMMUNICATIONS CORPORATION. . . . . . . . . ... .. .. . .. . . . . . (888) 438-2427 424D N. HALLMARK PARKWAY .... . ................... .... SAN BERNARDINO, CA 92407 . (909) 987-6585 .......... H, SOUTHERN CALIFORNIA :EDISON COMPANY. . . . . . .. . . . . .. . .. . . .. . . . . . . . . . . . . - . . . : .. 7951 REDWOOD AVENUE (909) :880-0222 (S co S�, NaZl_ TR�0�5 13 & -12' 4/1 T PRECISE :PER PROJEC tvx FON[TANA, CA 92335 GWING PLAN PR' OVED DE90-RIPTION OF REV1010IN DATE Alp . .... . . ....... ..... ........... :NOTE ........ .......... . ................ ................... --- - -------------- CORE :HOLE TO BE SLIGHTLY A LETTER OF kfAP REVISION (LOW) SHALL BE WUED BY THE OM Cu CM OF I W. C-AINONGA LARGER THAN O.D. OF PIPE FEDERAL NERGENCY MANAGEMENT AGENCY :(FEMA) :PR)OR TO Pkm & Praffle PA NCY OR kfPROVEMENT ACCEPTANCE, WHICHEVER OCCURS P CIC. SIDEWALK OCCU :1 1121Y., UP RRST. 29. . . ................ .................. Tract 1 8870 .. ........... ROW 2014 004,1/ .. ..... .... RRC 2012- 01202 UNDERGROUND SERVICE ALERT: . .... ... END PIPE I" NIN. IN PROJECT BENCHMARK . . ....................... FROk BACK OF CURN TITLE SHE ............ ------------- 1 nkf S j.I S.1,q. ... ....... ED WIT74 MARKINGS VISIBLE. 3" P.V.C. SCH. 40 0 IX SLOPE PLAC NCHO CUCAMONGA BENCHMARK NO. 10046: ±Oav, Cluer DATE !Lr . ..... CALL TOLL FREE CITY :OF RA INSPECTION REQUIRED RMIZEBACKFILLING. CALL 909-477-2740 NN 9 A55,ors, APPROVE BY: UT. 4010 (CITY ENGINEERINO DIVISION) MTH 24 HRS ADVANCE NOTICE. 53157 -2 ... ............. . R.02. No-ENEM.. 1-800-227-2:600 OESCRIPTION: Fd. 2" BRASS DISK N SOUTHERN E. G .:elTy N CALIFORNIA EDISON CONC. TOWER BASE STAMPED "CITY DENICIN OF RANCHO CUCAMORGA BM 10046 198V' GN, :EASTERLY D10A Dalln CA'"evcr ............... ........... TWO WORKING DAYS BEFORE YOU DIG SIDE OF EAST AVENUE 0.25 MILES :NORTH :OF FOOTHILL r F. 7.9 4 :OHEEM 29V4 DRAWN "CAUT*N` AT MOST WESTERLY TOWER BASE OF MIRA A Remember that the :USA Center BOULEVARD, D10A notifies only those uVilit;e5 belong;ng to CU RB CORE.............& T P.V.Co PFE -DETAIL ........... ... .... ..... ............... LOMA TOWER No. 223. c the center. There could be other utilities TRADEWRK SIREET CVI� Na� oresent at the work !�ite, The center will NOT TO SCALE RAN": 0 MWON* CALIPOW4 1=0 ELEVATION: 1213-685 Worm you of wha(m) they will notify. CITY PH Me)W-M FM(IM)941-1 5M . .... ........... 7. ......... .......... ............ . . ............. .................... ............. ... . ........... . ............. ..................................... to ... ............ .. ................ ....................... ....... .. ................... ............... .............. - ---------- . .......................... . ... ...... . ... :PROJECT SHEET No. :OF I 0 LA IL 1 I - - I w 3 W r it 1 Ra cc 11 eZ}r , 'J o0' " K PECAN AVE RIVERTON PL LOPH OSTEWN c FERTUS 250 0 C SUNSET HILLS PL k4 OR R WUNT SUNTON DR FUGSIA FT OR lit Af 011 w loop w JOUET DR I& w 0 of W4 L Iq A "ICA 1 MV fait st L A I I I 0 LA IL 1 I - - I w 3 W r it 1 Ra cc 11 eZ}r , 'J o0' " K PECAN AVE RIVERTON PL LOPH OSTEWN c FERTUS 250 0 C SUNSET HILLS PL k4 OR R WUNT SUNTON DR FUGSIA FT OR 25 0X* JOUET DR I& w 0 I 0 LA IL 1 I - - I w 3 W r it 1 Ra cc 11 STANTON DRIVE WINSLOW DRIVE SEE SHEET 10 SEE SHEET 12 V YYl A'..,,,. 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SQ t UIIu 22+X77;: Illll ul Del ullll U+ III jI JI I U E .............. 22+266,94 III IUllp .IIII IllllllI l III III p I b' II I u uuu (IlU ll SIP IV B ICI 1 Stan I VI ....................... fi uu CbJ 1 I IIIII Ilup I I[VI plllq U UNDERGROUND SERVtCE All To m MON '0 -REY 0'10DE logo r7: 110 Cs V) A.; ww Woo*------------- Igo ilk PEC ;AN AVE UE'" SEE SHEET 3 s 1 lei m V C.L SMW SlAPON Uff MGHT MVE APPROAck IRS 13+35.70 Cb. Sf6. 10+23.63 Ifni 17+40.70 c s 18+42.11 SUNS HI.Ls p SEE SHEET 5 21ZA 01WIL! LIN AIL I VIA al 4 I SIATION 0 CLO MVE APPROAck Cb. Sf6. 10+23.63 ll ill 12+97 74 III g II III IIII I L UI I I I I III Cb. Stao 17+97W:: f III -- - ------------ - - Cb. Stao 19+26i. 16 MIDI J I I 12+22.36 VIA al 4