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HomeMy WebLinkAbout963 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES - GENERAL NOTES N0. DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. s CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. I CONST 3" A.C. OVER 4~ A.B 34976 SF 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 2 CONST 6" CURB a GUTTER PER STD. DWG. NO. 303 . (AfOD/F/EO) /'&'qo LFTRAC NOe 12941 VALVES, f/3M47S , 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, 3 CONST. 4" PC.C. SIDEWALK PER STD. DWG. NO . 310 . 5"009 SF RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 CONST. DRIVEWAY APPROACH PER STD. DWG. NO. 305 ("= 16 1 SF 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 2 EA RIGHT=OF-WAY. 6 INSTALL STREET LIGHT (5800 LUMENS H.P S.V ) 6 EA 4. MlAe TD /NSTALLAr10h' Of AW AMVIAV.* A ,rfATE�/AL9 A�PO�PT SyALL �E sUB�f�!/rrEv r0 rW CIrf fit/C1116E.P L/STIAIw /ILL TES7OE A!.TE.P1V/1V0r/O1t/S COMPLETED 70 1eellfY: S/E!/E A'A,. ANAL YS/S A4N7 S'ANP EdY//l/,4 4W1- OF A!aC,eECAlE BASE. 679EE7 LCZYS 32 EA ' S. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO 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. 7. AT THE COMPLETION OF PAVING, MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. r� LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STAB/L/T)'�pL COX11rr1fr,4W S/EYE T J-L r�`�. r "&W/S 0"el' /.4LT~Iva , PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL THE 126-4 f2r2_8 \ SNUB 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. \ STS Z)O rle779.) 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE Ig CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REET TRAC7 BOUNDARY REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, G ST „ THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. f1I 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE T�RCT BOUNDAQY \\ \ �� INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE_AWRAWAND SHALL BE ACCOMPLISHED IN I I I I \ COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND �� \ Za SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR '00 INDIRECTLY FROM HIS OPERATIONS FACILITIES FACILITIES ARE SHOWN ON THESE PLANS. 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE 1J 5 INSTALLED. � J O Z 1 14. CtiWTACl .41CL UT/L/lY CPIiN�if//EJ' ,!S �cpU/"PEO 48 .�lltS �i!'O.� Ar0 At/Al/I t > !Z Al14 �-� G i Air Av. 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT W tl0 \ 12.5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. - Q UA AI TI?/ES SHOWN AhE fDR PERMIT PUt�SES ONLY. CONTRAC TD,� /S 70 Df TE�h'IIiVE Q I �I p�C�/ 16. A rZ C.eAGr STA,E'ES S94LL Ar QcT JY /A CaA,11 eAer0wP GAP E.1 411,,ClFee. qui V sem" syAtZ aE - ___ A' o �ET,4T A7[.L ///�f/CE /�f/!3'fpGE OF?wo-/IE/v/- PD/.(/13' /I�/l,�//r!/ O.O/ FOOT OF SUB-CAP,4DE ELfYAT/Ort/ 9/.S WN QUANTITIES AND 8/D A COMPLETE SOB. /� f t 7AVP fr IWl MOPE %411: 50 FOOL 1hrz.P!/.4LS."/l/ONAL S'lA.t'ES Aw&Z' L'/lY ENC/rfleE9r _ lRA \y BOUN D ABY .IS AffPIW AT lVAAPPEO O,C ffPl/L'�OL CveVE ,Q�EAS. S(/B 090E STAAt'ES,004ZZ Ate'/,f/ -Z.VX' olP/O,e TD _ PrR��/0 1 Z►8 �4(//y6' l0 looeeAJ/T Svlr CS4/ECAC'/if/C Of Si(/C-eeAOE 4K/r 1XI'YC'l/arY�E.f 'Orf�•fiEL. II ( \ 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE G7 Lz_ 6m, ET 2 I E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7 G S t3 Z \ 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE TRACT BDUMDARY DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES v BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT EX1 T/NG /M�,1'OYEMFIUTS I srREA{r s�N�r SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE I I � PES P.M. �8L J 7 OTHER ITEMS OF WORK. ��:�- �►�� ��� 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. I I I I ( I I I 20. STREET ft'AISI PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE EiE'/tST//v(i STiQEET j/. �CONSTRUCTED L AT EACH,EA�AC.CH�OI•PNiTIfEEROSE/HCT.IIOf'CCN. Tr�T\C- r 1293 JToGerl7w lxlor srPlLmew sKl/a 5O p�lAiPf/irGk' It'/!/Y AT l/i9LUE A�f/17 /J�E/NEA/l' 1A�73' TA,[�it/ TO I-mz -rww ,47,eamz A_G, A4/c uriL/T/E8,F/AE//meomr5', sl,C'EEl C/GNTS',",ele 00XES,ET.C.$NAGL AOE pL.4CEo 4964II 49 rAlF S//JE'W14711,(! PROJECT /`SAP scfxE: !"-goo' PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR 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. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES ON STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED IMPROVEMENTS. THE CONTRACT IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 3` MAWK 44mmewr 4e. m 3`` . At' 499rxmr{AZT ' S0' L 91V7. l'r_ rHE /'OLEO!✓/rt/G I9S �PEC�U/SPED, 7 /871Ac8 fiHOU/PS ��P/OSP l0 E,!'Cr9y.9r/Orth" PRv�Ecr s�rE TRACT A/O. W 941 .Sour�E7&�.�tfo/e�u�.f c.9s oo��.�4rl91 le' ll CITY OF RANCHO CUCAMONGA ,QREA, CAL. 926 2/ 014)'6Z9 /4)E'5. ZF9.P.A2N8C8/S9 ST. 7/4) Z20700.04 (fUTU•PEJ `� OAAN ST. � F► STREET IMPROVEMENT PLAN ZlvE� 17% SOurh,6ei / fAIY- AVr 3 �.oy otiTs►�,o, CAL. 917&1 - _ - _- - - - TITLE SHEET 986 -586/ y/Gh/LANO A1rE FOR 2 s Z77AMCAA10AIalf �o. AIY�I i. �♦ oisr,Picr• R� T.I G 4/ SAN BEPNr9,P0/y0RIO rr�ic,�� sECriory RA�t/Cr4t7 CUl'AMOyGA, 9/730 Q TRACT I 41 A/ (7/4)987-259/ a2r&_ 6i lofz TELE�iS/O�l/E C'O/y��9i!/J'•• S,q y ,P,ugPO/,t/O r APPROVED BY DATE PYA Ali! !D PEAK CaUR ! 80 S. Zocusr, ,BOX 05p2o -- - CITY ENGINEER R.C.E. 23889 POMON,q, CAL. 9/TGA: DESIGN RECOMM NDED DEVELD PEK: (600) 400-013Z KAUFMAAI REM 393/' Ae`z eamplfwy: J.J.L. HALL FOREMAN, INC. 3 3i CO3P0.f1A00 ST �+ DRAWN 3186-L AIRWAY AVE. SHEE 1 A01 WILLSNIEE BOULEVAM ?Al"Z-/M, CA. 92807 F COSTA MESA , CAL. 92626- 4675 LOS, ANMILS fA. 960Z9 - /7y8 0/4> 999 5e039 Me//V/1 0 r.7Mir, D.E.L. 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