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HomeMy WebLinkAbout964 CONSTRUCTION NOTES AND ESTIMATED QUANTITIES * GENERAL NOTES . TITLE SHEET . FaR 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA N0. DESCRIPTION QUANTITY UNSTANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. I CONST 3" A.C. OVER 40•40 53 367 SF 2. ALL PIPELINES OR SUBSTRUCTURES Of ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, 2 CONST 6" CURB 8c GUTTER PER STD. DWG. NO. 303 . (�Yf1EO) 2 871 LFTRACT VALVES,,/SPE f/1 1r4A1TS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY 3 CONST. 4" P. C.C. SIDEWALK PER STD. DWG. NO . 310 . 6,200 SF 12937 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. NO. 305 9900 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. 40Z 4 EA RIGHT-OF-WAY. 6 INSTALL STREET LIGHT (5800 LUMENS H.P.S.V. ) 10 EA 4. �x/OR TO /rt�✓'TACC,471awOf,4t/Y /?D!r1W, A1NATE1PIALS 4r/rr l ,4ZZ eE S&rV1rrEP V rAErlm eA1V1NEET LlS'T/�t/C Alz TES13' of OETe'cm1'(/.9T/Orf/S L'Oit1PCETEO Tl7 !/ESP/fY: S/EI�E �AWZr:!S/S 441a e4A1,O EIJU/!/.� &Vr Of AGCRECATE d9SE. STiPEET TREES 68 EA 5. 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 'T>eACT BOUu-DA�`1 X1STlP.P.M. &./7 fME�lTS WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER, FOR I - PEP- P.M. b�17 9 _ -� APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. GE 7. AT THE COMPLETION OF PAVING,A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. O�/UE LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY 67Ae1L/TI; GYL C V1,v_ ,r ANO $/EIiE -N- �__` �t �C 8. WHEN-X1TP W23,7Y,-W 7&4r PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE J 4 7j` S+� SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND 8 �� ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER E MATERIAL. \ 9. CITY APPROVALTHE OFPLANS DOES NOT RELIEVE THE DEVELOP ER FROM RESPONSIBILITY FOR THE CORRECTION OF: ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE JT \ REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 1� 10. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN HAZARD FREE, ORDERLY STATE, /4 THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. TRACT S&NDRY 1 / / �� �.� .iii IS \ 11. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND PAVING O 59 G59458 57 S& cA UiQ ? �� REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC OR OTHER UTILITY LINE 55 �7 T INSTALLATIONS WILL BE THE RESPONSIBILITY OF TIMAc Z417AND SHALL BE ACCOMPLISHED IN / A� COMPLIANCE WITH APPURTENANT ORDINANCES AND STANDARDS. L 12. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 17 INDIRECTLY FROM HIS OPE RAT IONS,AWZ_)i�E,egVh17T WFACILITIES ARE SHOWN ON THESE PLANS. 48 49 5� 5Z C)3 / 13. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED BY STRUCTURAL SECTION, BE / 70 INSTALLED. 14- e04'7ACT ALL &rW/rP!'OSA-TFT AS/PEO&A02O,¢d AVII Y rX/DR /U ff'L'4t/Al/Oit/. 17 Q n /� Q TRACT BDURMY 15. ALL CURB AND GUTTER, WHERE GRADE IS LESS THAN 0.40%, SHALL BE STAKED WITH 3' OFFSETS AT �� E' Z$ L 9 /v lfi. �[5' INTERVALS. PLACE 3/4" DOWEL PINS AT ALL EXPANSION JOINTS. OP Or,#ATY J//�9LC QE SET ox 1we eo&1R,4Cro�P OSP e'WI/EE.P.PNP,14g, STAPES SrY,4LL QE - - QUANT/TIES SHOWN AKE FOk PE�CMIT PURPOSES ONLY. CLWTkAC70P /S TO bFTFRMIIUE �lT H T F 30 _ SErAIALL HivcE �ir//.�', f�'E OfRA!/EAfEHl ft7/rf/lS A�/!///H O.O/ f�T G3` S'l/B-G�PAOE EfEl�,4T/OiV J41S 1361A/ Ll UAAI T/T/ES ANb 8/b A CDMPL E TE TOB. D �I . .AW Ar/YOl lNaAPE T,4,fl .V fODl /rl//c'��Pl%9LS.,4DD/l/D/l%9L Sl.�.CES .N,/Y,�E .rE�GU/TEO ,BY E/lY E�t/G/•UEE.P AT lK9,riL`O ax 12�,P1/l'rs�L L'l/•PI�E .4iPEAS. 3tl/B-C•P.9GLc STAGES 510gLC BE /�f/ f2'.9�E BiP/O.P Ap /!Olt/�f/C /v �,P/YI/T SCOT LiYEC,E'/rf�G' Of �!'/B-CiPAOE Dl' 47 46 45 44 43 42 17. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE I 41 E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S r 40 RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. �8 18. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES 37 BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT I Sl+iPE L/C lf3r) 'jj�p SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE _� I FYI IXG IMPR EMENTS �TRFET 1/b'AT(1YlJ OTHER ITEMS OF WORK. pre P. AL/7 ' I ' � "54 19. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF QUANTITIES. 20. STREET S/G'rf/S PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 SHALL BE - - - - - - - 71ACI BO ACY CONSTRUCTED AT EACH INTERSECTION. _ �E-�!'/ST//i/G STiQEET 2/. PJ4l� a Syi�LL BE'�RfO,P�IfEO 1W �'L'D�Pl /�/�"E A�XW ^GALZir .OW /Wltw;W 1r WYlr 1.4126 f/ 1D J 1\j_ rJ �rq J\ ``. (� J I 1��0 / OETE�PtiI/rt/E $Zr':XC'll/•P.9L SEe,'z-a .1""iP/UP l0 ,-lv4z � �t�vwz J `J :J / t2 ALG UriL/r/E9, F/�E f/Y/��Pl�it/l$',5'I�PEET C/G,UrS; it�lD/C flOXE✓',ETC. 5'//LIGG ilE PCIICFrJ BEN/N/� THE 5Y/JEIy,EJL�(! n rZ Af 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��/D9fL,C BAS�IE�VI !r/!lJ.E _ 3' S`�L�t' �fS'Fir?EJVI 1 /YlE. 50' 2p5' 2� CD�I/TAcT Ti�'E f`OLLO4olo'&W IfS �P rtWlPED ` 7 '� A8 h/OTO EX6011411/Ort/' - -- -- - - -- 7/PAer NO. /,937 3, , J, �, , .�o�THE,��v o.�tFo��u�,� o,�s oo��,��r-2/9/ CITY OF RANCHO CUCAMONGA E. B/.PC'11 ST. �� �• .AREA, CAL. 926 2/ El/EL 0.04 � �AN)AN T. (7/4)529.2889 (7/4)529-2070 IN [rNE1�/.711 -- !, , _SOC/lf1E� Al 41W11 O�6011of EQ/SOT l Co/olflflr - TITLE SHEET F►� STREET IMPROVEMENT PLAN /7� ?IV,-15W10 CAL. 9/7!0/ - - - - - / 2 T./, ✓r 2 c�c��orvo� co. &Arte oisr,Pi�T- •y/cyLANO .�vE FOR G 4/ SAN BE,PNr9,P0/it/O SFO. 2 � JpR� rr�ic,�z SECTION RWIVe7 'l,V CL/C�9MONCA, 6&. 9/730 Q TRACT 12 93 (7/4) 987-259/ N p p `' p //�� d4CWXIof Arz6pllival Ae" oro&l�.9� tY-. .4oq �,p v,9eO p ,,, APPROVED BY DAT E MT )HAVER COURT �MONfi,, C sr"9/766 Ox 292o ------_ CITY ENGINEE R.C.E. 23889 MT. HOOD COURT 1EVELOPEk (600) 422- 4/32 y DESIGN RE NDED /,9cif�c Adrzz C'OM�.9�t/Y: HALL S FOREMAN; INC. KAUFMAN f BROAD 393CO3P0411900 ST DRAWN 3186-L AIRWAY AVE. SHEET 1160/ WILSNIfF BOULEWD CA. 92807 COSTA MESA , CAL. 92626- 4675 LOS ANGELES, CA. 90625- /7418 <7/9) 999 5639 Rte' R (714) 641-8777 OF �✓ (2/1) 311 - 500 V/C'o/ r/�1�9P ro A CHECKED � R.C.E.N0. 25917 DRAWING N0. `/B. 11 DATE MAY 13, 1985 FILE NO. 964 ✓.N. 3464 . 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