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HomeMy WebLinkAbout965 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES GENERAL NOTES DESCRIPTION QUANTITY UN TITLE SHEET FOR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA NOSTANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE 3S 2DO S.f STANDARDS AND SPECIFICATIONS. I CONST 3" A.C. OVER 4" A.B. 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 . (-,Wj9/F/EO) g66 4fTRAC 12935 VALVES,fI,PE NrPeANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 3 CONST. 4" PC.C. SIDEWALK PER STD. DWG. N0 . 310 . 5, /85 SI LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 CONST. DRIVEWAY APPROACH PER STD. DWG. N0. 3051 = I L I 4,785 S.f. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR Z EA. TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 5 INSTALL STREET NAME SIGN PER STD. DWG. NO. 402 RIGHT-OF-WAY. 6 INSTALL STREET LIGHT (5800 LUMFIVS 11/we. 1/ 6 EA. 4. PWioR To 14-V TLLA71oN ur A41r tAV",A Wmems TEPORr SHALL fere f1levIrrFO re T//E C/TY EAG'AGEE�P L/ST/rt�i' 4& TESTS OR DETER'v1.U,9T/Ort/S TO : ,f/E!/E //NAL MT ADVO S41VO E9.111V4Le'1t1,r Of , =4!. aMZ' BASE. 6 STRee-r MCeg 33 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,AMATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. \ LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY SiTAB/L/TY,O/L COiVTER/T AAA9 SIMe 4&ALY9/S Of #SP//ACT P4k0GC, - 8. WHEN? ;X/ROMAr&/T,,W 704 PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND \ 22 ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. T r JN r' -r rq��c-r 12 J /r e 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE J J J T1 L 1 _ a \ CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE 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 .S S/.i'EE '� THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. G sr S/Cif/l 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 TRACT A?D1W,4ApY INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE-AWR4VAND SHALL BE ACCOMPLISHED IN I I Y PEEP "Al. 86/7 �f COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. A dOU ley I I / �T �� ` 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND IT / SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,MW7/Xtd7AptOr"11 FACILITIES ARE SHOWN ON THESE PLANS. I 'hJ 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE 1 1 INSTALLED. 14- ZVNrACr ALL &M17 ' lV1VTANlE9 AS TE4UlXD, 4d fiMJM M/OSP M E,YL'. fl,,4l%ft /a /T /3 14 /5 \ �- 'co � �� �\ 15. /Z.5C-1146 P1W FACE �/zrdF'�/IIf zlew/N5' Al A�Zl X .9 SS�LL � STA,CE9 fAf9l7i/ 8'avFz_TS AT Q I 6iEE of/EE it/s ? / , Z7 / /�� 16. ALL CRAOE STAKES, S//gLL � SET BY 11W COrf/!.�'AeMe GTP mG/�,P. �4/QVC STAft'ES S/YALL A SFT ' I�UA�t/T/TlE3' Srrl / APE fO�P �E,Pti1/T ��PPD.SES GN/l Y, Cal/�t'.gC'TDe /,�' 111 L�TE.Prtl/rf/E I / c Its // / � Ar AL hl'NCE PP1311e,EOCE O c l 4Elffr- - m/if/TS O!a'/Tis'/& O.O/ 'va'r Gly .SU,B-CRAOE ELEl�.9l/Oit/.tif/O ff/S OGl/if/ O!/Ai(/T/t/ES �4rGlO BSO A L'OrGIPLEtE �/O�. /ALLl \ •/ / l/IJDiPE TJY•9�l/ SO I-mr /.l?EiPl�i9LS.i4DD/t/O/!/,qL ST.9.C'ES MAY GtE iPEOU/,PEO BI'L'/T}'Ert�G/if/EEiP I ��- I'`� �9 / / l / AS AEEOEO AT iR�,PPEO GAP !/E�PT/Lr4L C'U•PIiE ipiPEAS.SUB-afww sTAKES S//,9LL A!-7 lAl PLACE /-X/O.P 'v "oAvIt/C TO elKe- IMS OF S'UB•CRAOE BY /rVS�CT/OrV RE�✓'Ort/it/EL. 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE i7. ��1 (�/ E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED TRAGI dOU•t?JA�' 8 � � 5 4 � � � 5� / RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. �1 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE Q„, tZGW �' _ /.7 C.f.S. DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES QfJr'.f'EO L//'/rt/,Cl4S/N5 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 �Ij/e / �► �E./S+T/,{/�► $'jD,Pj�J �iP,q/,f/ OTHER ITEMS OF WORK. !r/�i/TAGE e IfIV. 8i:�/7 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 20. STREET S/CNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. TPACI BOUit/DAPY Slt'EFr L/�C//TrTlP� Z/. l�/rf/C Si'/�'r4LL dE �.Pfrl�PNlEO /A/ AL'eD.fMArl' A0771 R-110'ZZr 4W WvFA& 7' TESTS )We&' V �f R�TE,Pit1/AVE ST,PUZ'TUTAL SEL'T/O�VS''��P/O.P PO f/•V,4L �ArV APPiPO!/.9L) loE.e A.PiN. 8617 PROJECT tf)qp • PRIVATE ENGINEER 'S NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITYFOR 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 EXISTENCEAND 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. 6' g1dEllr�TL.t' EASFNE�t/l'� f?.lE- 'J'�ldEi�t.ft'1�f��E�/T ,P/�✓ �%✓ 50' zs' 26MN7..W7 ZW FOLLD!✓/�t/!' �9S iPfl,�U/rPEO, 7 . - /a' �B HoU.�s �,� o,� ro Ex� rio�rr. -- - ��oLrEcr ____ — TRACT NO. /?935 E. .B/,Crh' ST. CITY OF RANCHO CUCAMONGA li 1. 4 eEA, CAL. 9?6 2/ Q,4N}AiS/ " LEl/EL 004 " (7/4)5Z9.2889 (7/4)5Z9-r070 --�- — — — • . /35/ E. FiFANC/S S7. EO/SD/� 'y_* Foo(FrUHTrLULR09 154 � ��' STREET IMPROVEMENT PLAN N5OUr/,/fteAl 60fz' W/4 DEVEL 0AER OA/4ff/0, CAL. 917e* TITLE SHEET 7_7 3 '3 (7/4) 9810 -586/ y/Cf�/LANO AIDE Z V z ��9UFMi9iV BiPOAD ezIell /�lOr a-If l`O �/�9lE�P D/STEP/L'r� FOR T _ T l' 90,41 SAN BE.PNrq,PO/ivo Zq.. W R Yp 11601 f1/LS'f//�PE ,BOULE!/.4P17 RA�VC,4n CUC'AMONCA, !'AL. 91730 TRACT 12'935 LOS AMELES, CA. 900?5 -/748 (714)987-2591 #41 ZZ �E DDI�/Pl (?/3) 3/2-5000 GE�/E��/ rELfE�/�O/�E �OIyP/�/�y M �,p,V,g,PpA/p ,.j� APPROVED BY DATE Z 80 Locusr, moo. BOX 2920 - _ _- CITY ENGINEER R.C.E. 23889 fR0MONr9, CAL. 91766 (BOO) 422- 0132 144, DESIGN RE =NDED �wC/f/C ezz- z 44aM�•9/t/Y: W ✓✓�. HAL & FOREMAN; INC. 3 3 CD.PO.t/.900 ST 0 DRAWN 3186-L AIRWAY AVE. 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