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HomeMy WebLinkAbout656 _ s / ESTIMATE OF OUANTI TIES ESTIMAjL OF OUAN71 7 145 TEM DRSCR/PTIOh' QUANTITY WIT REMARKS /TEM DESCRIPTION QUANTI UN/T REMARKS CLEARING-"LIE_ PREPARAT 1 QNIN-CLMISC.REMOVALS-_ UM L S. E�_GRAD t-NG- PLAN 2 . XCAVAT I ON-& (:RAD I NG LUMP SUM L.S. �_-GRAD ING-FLAN— �C-B" LEIEDER_ 42 �5A_C. PAVEr�FN 939 S.F. pRivEwAYs ADJ, _M._H_.TU GRADE 8 FA 0 .20' A .C . PAVEIAENT 39 ,880 S . F. BERYL,. ADLER & PEPPER 5. 1 .20' CLASS II AGG . BASE 0 S .F . BASS LINE RD. SE 33 ,336 S.F. BERYL AND ADLER - B SE 6 . 44 S .F. PEPPER C B.-CNLY_LCUftfl-RET.U_RNS 126 L.F . 9 . "-P-G--G--CURB- allTTER 1 ,678_ L.F . PER STD. 115 T-LIGHTS TO BE INSTALLED BY S.C.E. 11 REELTREES_ 37 EA. 12- P- C-C. CROSS GUTTER-_SPANDREL S F . PER STD. 119 T 12 032 14. � .P(2000D LOAD_ X47 L.F . ERYL._$ BASELINE R 1 STD--305-BF-RYI SI16. 7STTREET SIGNS 2 EA. PER STD . 303. & 303A 17. A.C . DIKE 962 L.F. PER STD. 117 1 i'lR!VE-_APPROAC 19. STREET MARKERS I EA. TYPE w21-R 20. CATCH BASIN & LOCALDEPRESSION (W=7') .2 E A. PER L.A.C.F.C.D. STD. 2-D-162&STD.2D-88 21 . 12" A.C. DIKE 26 .F PFR-DETAIL 22. STORh4 DRAIN CLEANOUT I EA. PER C.C.WD.. DWG. NO 18 23. CATCH BASIN 8. LOCAL DEPRESSION (W=3'-6") I EA. PER L.A.C.F.C.D. STD. 2-D-16OBST0.2-D88 _T_ GENERAL NATES /. ALL PIPEL:NES OR SUBSTRUCTURES OF ANY KIND AND TELEPHONE OR POWER POLES WATER METERS, VALVES F:RE NTDRANTS, ETC. SRO" OR NOT "On ON THESE PLANS W:THIN THE RICHT-OF-WAY L'AITS OR :N ADJACENT AREAS WHERI! :MPROVEMENT WORK .S fiO BE DONE SHALL BE REMOVED OR RELOCATED AS REQUIRED AT NO Cr.-)T TO THE C:TY OF RANCHO CUCAMONGA. 2. THE RESPONS:BIL:TY OF ADJUST;NG MANHOLE COVERS, PAV:NG REPAIR AND PAVING REPLACEMENT 'N CONNECT:011 W:TH SEWER AND WATER L:NE :NSTALLA- T:ONS WILL BE THE RESPONS :BIL:TY OF THE OWNER, AND SHALL BE ACCOMPL:SHED :N COMPLIANCE WITH APPURTENANT ORDINANCES. 3. ANY CONTRACTOR PERFORM:NG WORK ON TH:S PROJECT SHALL FAMIL:ARIZE H:MSELF WITH THE SITE AND SHALL BE SOLELY RESPONS:BLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR IND:RECTLY FROM HIS OPERAT:ONS, WHETHER OR NOT SUCH FAC-,LIT-.ES ARE SHOWN ON THESE PLANS. ,1. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT ON AGGREGATE BASE TO BE INSTALLED. f. A PERMIT 'JILL BE REQUIRED FROM THE C:TY OF RANCHO CUCAMONGA ENGINEER:NG DEPARTMENT PRIOR TO ANY ENROACNMENT OR CONSTRUCT:ON W:TH C:TY i OF RANCHO CUCAMONGA EASEMENT OR R:GHT-OF-WAY. •. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. -1. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVAT:ON, SHALL BE SET BY THE CONTRACTOR OR ENG:NEER. THE STAKES S"LL BE SET AT ALL H:NGE PO:NTS, EDGE OF PAVEMENT PO:NTS AND CROWN PO;NTS W:THIN 0.01 FOOT OF SUB-GRADE ELEVAT;ON AND AT NOT MORE THAN 50 FOOT 'NTER- VALS. ADDITIONAL STAKES MAY BE NEEDED AT WARPED OR VERT:CAL CURVE AREAS, SUB-GRADE STAKES SHALL BE :N PLACE PRIOR TO PAVING TO PERM:T SPOT CHECKING OF SUB-GRADE BY :NSPECT:ON PERSONNEL. d. ALL SEWER, WATER AND GAS LATERALS SHALL BE CONSTRUCTED PR:OR TO PAV:NG. " 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCT:ON, TRENCH BACKFILL, COMPACT-NG ORIGINAL GROUND AND ALL SUB-GRADES SRALL BE PERFORMED AT NO . COST TO THE CITY OF RANCHO CUCAMONGA, A WR:TEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE C:TY ENG:NEER, FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATER:ALS AND/OR SURFAC;NG. fib• AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENG:NEER, LIST:NIG ALL TESTS OR DETERM:NATIONS COMPLETED TO VERIFY: (A) R-VALUE, S:EVE ANALYS:S AND SAND EQU:VALENT OF AGGREGATE BASE. (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. If. WHEN AS'hiALT CONCRETE IS PLACED ON NAT:VE SO:L WHICH CONS:STS OF A ROCKY MATER:AL, THE SUB-GRADE SHALL BE PREPARED BY NEMOV:NG ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VO:DS OR DEPRESSIONS SHALL BE F;LLED W;TH A F:NE GRADE MATER:AL OF A QUANTITY BETTER THAN THE NAT:VE MATERIAL. Y It. IF THE ASPHALT CONCRETE IS TO BE PLACED M( SUB-GRIDE-, A lr= STER:LAN1 REGISTERED BY TRE E.P.A. FOR USE UNDER A.C. AND P.C.C. BNA LL BE UNIFO;MLY APPL:ED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PR:OR TO PAV:NG. /a} ESTIMATE OF �UANT:TIES IS PROV:DED BY THE ENGINEER ONLY FOR THE CONVEN:ENCE OF THE DEVELOPER. THE CONTRACTOR SMALL MAKE NIS On DETER- MINATION OF ONSTRUCT:ON QUANTITIES BEFORE SUBMITT:NG A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WH:CH :S NOT SPEC:FICALLY L:STED IN THE EST:MATE OF QUANT: :ES SHALL BE CONSIDERED AS :NCLUDED IN THE OTHER ITEMS OF WORK. t* CONTRACTOR SHALL NOT;FY SAN GABRIEL VALLEY MUNICIPAL WATER DISTR:CT, MR. BOB STALL-.NGS AT (213) *9-2713, FORTY-E:GHT (48) HOURS BEFORE COMMENCING CONSTRUCTION IN BASE LINE ROAD. AS CITY APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. fi. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH :NTERSECT;ON. 17. ALL WORK SNALL BE DONE ",N ACCORDANCE WITH THESE PLANS AND THE SAN BERNARD:NO COUNTY STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL BE FAMIL:AR W:TH AND SHALL BE RESPONS:BLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. IB. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM '-ESPONSIBILITY FOR THE CORRECTION OF FRROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIP.LD PLAN REV;SIONS SHALL BE PROMPTLY SUBMiTTED TO THE CITY ENGINEER FOR APPROVAL. • • ' I BASE LINE Q W R ALDER NWOO V� ' P ALDEC��(/ i J m I � I CALLE DEL PRA00 SPECIER AL NOTE FROM PRTVATE EMTNETO CONTAAC 10 t 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 BALSA ST. WL 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 alleged, in connection with the UVD Performance of work on this Project, excepting for liability arising from the sole negli- gence of the Owner or the Engineer. VICINITY MAP SCALE : 1" 500 1433. 56. REVISIONS QFslcrvEn � G. B. C� CITY OF BENCH MARK No. ELEV. � PREPARED •r M MK DATE BY mTE MARCH 1979 LOCATION; IMPROVEMENT PLANS ASSOCIATED ENGINEERS py�yrfl sY� R c�TE�RCN_ L979 RANCHO CUCAMONGA n tt TRACT NO. 9423 319 - EAST 6E STREET ONTARIO , CALIFORNIA 711 - fe6 - Set• -Q FD. CHISELED X ON EAST M C N.E . CURB GENERAL MOTES, VICINITY MAP P ROJM mo.-76v --._ � RETURN BASELINE AND GARNET. NATE OF DUAN� ITIES 10 s �9 CHECKED et R M MG. No.k)J c ArP7tt7VEd 7 � 2O AND ESTIMATE R.C. E N O 7344 DATE DATE—MARCH 1979 ITf ENCINFIR . _ _ ._ __ - ____ .11 . �� I I� I! I �, It j I I, i - . r._,...<__.:.,__.....-._::_:-»..«-, .___.y+.,..,._._,' , �____,.._..,. _......_ ._.... ,._.}.......t ...a._ , ....i.... a.... _.,«._.. _ _......... .._ f. '' - , . ` , ...-_._.1_-I.---_ -'.----•__ -- L ._ . . ..-__ _.. _ _ , ... ,,,., �,: , .- .,.. , -.....,,.... I L._, a _ ,5, .,,... _ ........ _. .... e., . +....y .. . 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