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1.1 W xxxRW9W Ufa M a ON UN rN 1*90 MIMI I aWKWA k*11
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<br /> I- THE CONTRACTOR A6RLLS THAT HE SHALL ASSUME SOLE MD COMPLETE RESPONSIBILITY FOR
<br /> jobsi'm comwmNs DURING mL couKSL OF CONSTRUCTION OF THIS PROJECT, INCLUDING
<br /> A-
<br /> FORMULAS FOR CALCULffCN OF A
<br /> SAFETY OF ALL VERSON$ AND PROPERTY; TRAr THIS RLQUIYEMLNT SHALL APPLY CONTINU-
<br /> 4 UUSLY AND NOf BE LIMITED TO NURRALWORKING HOURS; AND THAT '['HE CONTRACTOR SUALL
<br /> STORM DRAIN POND'S VOLUME D"4"- INDEMNIFY AND HOLD THE OWNER ANU ENGINEER RARMLk.'SS FR(94 ANY AND U.I.
<br /> LIABILITY, KFAL OR ALLLGLO,
<br /> IN CONNLcrIUN WITH TiiE Pt.iaomANcE OF WORK ON q'HLS
<br /> PROJECT, EXCEPTING FUR LIABILITY AXISINC FROM THE' SOLE NEGLEGII.NCE OF THE UWNLR
<br /> 09 THE ENGINEER.
<br /> BASIC RVNOFF COEFFICIENTS
<br /> 2. ALL IhPRUVLKLNTS TO BE DUNE SHALL BE DUNL IN ACCORDANCE WITH THE, REQUIREMENTS OF
<br /> SURrACE COEFFICENT THE LOCAL UUIL.DING AUV(OKITIES, INCLUDING THE LATEST APPRUVED EDITIONS o rjjF
<br /> UNIFORM BUILI)V'46 CODE (U�B.C.), CALIFORNIA STATE bUILDING CODE FOR ACCESS TO
<br /> POND or fj/i,3�N 1,00 PHYSICALLY DISABLED PERSONS (TITLE 24� PART 2), UNIFORM PLVH,�ING CODE
<br /> UNIFORM FIRE CODE (U�F�C.)� UNIFORM MECHANICAL CODE LoCAL PUBLIC WORKS
<br /> PAVING (roncrote asphalt,0110tj swfaaa
<br /> 0.95 'R APPLICABLE CODES AND STANVAiU)S AS REQUIRED AND AMENDLI)
<br /> SrANDARDS, AND ALL OTHE
<br /> SUILDINO or ROOF . . . . . . . . . . 0,90 By LOCAL BULLDING AUTHORITIES.
<br /> COMPACTLO EARTH qrav*I WHEAE THE PLANS OR SPEC I FICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TE.M.S Orl
<br /> O�75 BUT NOT INCWLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GE'NLRAL PRACTICE
<br /> ,q
<br /> LAWN or LANDSCAPNO 0,20 15 TO PREVAIL AND THAT ONLY MATERIALS AND WOR.KMANSHIII OF THE FIRST QUALITY ARE-
<br /> TO BE USED.
<br /> LAIRThWORK
<br /> RUNOFF CALCULATED AT 3.12 0.2.16
<br /> 4, THE CONTRACTOK SHALL EXCAVATE� FILL AND GRADL THE SITE IN ORDER THAI' SITE
<br /> 10-ye or 4 0,-h o v r a tor ni
<br /> IRPROVEW-ATS CAN BE CONSTRUCTED TO THE GRADEs AND SLOPES SHOWN ON THESE PLANS,
<br /> ALTHOUGH AN AT'rk"T HAS BEEN WE TO BALANCE F,"TH CUTS AND FILL QUANTITIES, DUE 4
<br /> 0
<br /> TO APPkOXIKATI(%S OF EXISTING O;R4DES AND OTHER CONDITIONS NOT PRECISELY ILNOWN,
<br /> 'ucii (,u,r
<br /> 3 ccc THE ENGINEER DOES' NOT GUARANTEE THAT AN D FILL QuANTiTiFs WILL BALANCE,
<br /> F Q ri 4M V L.A$ AS EARTHWO" OpERATIGNS 1%)GRESS, MINOR ADjUSj,
<br /> RENTS IN CRADES RAY BE MADE IN
<br /> ORDER TO BRING THE CUT AND FILL, QUANTITIES Moo. IN BA 9, BUT SUCH CHANCES CAN
<br /> LANC
<br /> ONLY BE KADE AFTER APPROVAJ, OF THE OWNER OR ENGINEER.- THE COST UP SUCH ADJUSTMENTS,
<br /> SHALL BE PAID BY THE CONTRACTOR AND NO EXTRA PAYMENT WILL BE ALLOWED, ANY SURPLUS
<br /> P�c CV-,( MATERIAL SHALJ, HE DISPOSED OF OFF THE SITE AT THE CONTRAcToRls EXPENSE, ANY
<br /> �,DDITIONAJ, EARTH NEEDED TO C(WLETE THE 0
<br /> o N-SITE GRADING SIW.L BE PROVIDED AND PAID
<br /> 2 6,C0r,6 +D FOR BY THE CONTRACTOR.
<br /> PONO BASIN 98 x 1.00 x 026 _5 4
<br /> b cqe�, -4 9 GRADING CONTRACTOR SHALL BE kESPONsIBI.E FOR SPREADING, COMPACTING AND GRADING IN
<br /> PAYING 0.95 x 0.26 678z VARIOUS AREAS OY THE SITE SU0LUS EARR'NATERIAL EXCAVATED VROM BUILDING FOUNDATIONS
<br /> Xql) AJA, UTILITY TRKNCHES�
<br /> ' SITE
<br /> AIAL SHALL BE TRANSPORTED OFF THE
<br /> )A AFTER ALL GRADING AND FILLING IS COMPLETED. ANY EXCr'SS
<br /> ROOF A f)..110 x OF SAID SURPLUS MATE AT THE CoNTRAcToa,s
<br /> Ex P
<br /> COMR FARTH-LtIjQjq.Q, x 0.?ts x 0.26
<br /> A14Y FILL PLACED SHALL BE PROPERLY COMPACTED AS REQUIRED JjY 'I'HE E PLANS MSE
<br /> S AND T
<br /> 1,AWN R Ut L5.4Q.7 SPECIFICATIONS;
<br /> LANOSCAME EARTH FILL 1`0 ESTABLISH PAVED AREA AND AREAS WITH ROCK BASE ONLY, SUB-
<br /> SWrOTAL GRADE SHALL Ili-' COMPACTED TO A MINIMUM RELATIVE COMPACTION �11 �)Oz, EXCEPT
<br /> THAT AREA WITHIN 6" BELOW SL13GRADL SHALL COMPACTED TO A MINIMUM RELATIVE
<br /> 'T �?�
<br /> COMPACTION OF 95Z.
<br /> 0 THE NFEDF.10 PONO CAPACITY WNWAL X Z - - '/---4Ao -,
<br /> I - 1__ ) ()2-5
<br /> Q?,TFftN0X%,P,WjT�K NQ,A1Ik*W,�R b, FILL AND COMPACTION IN THE BUILDING AREA SILALL BE IN ACCORDANCE WITH THE'.
<br /> C% Pon PgriI<,1qLATl0N
<br /> 'P?w,fttll'et' PA417TY BUILDING PLANS A.ND/OR SPECIFICATIONS.
<br /> 1�/-I 114 6� ;vT�t w-,4,74lf, THES4 PERCENTAGES REFER TO THE, MAXIMUM DRY DENSITY As
<br /> pq OBTAINED BY AS'I'RD-
<br /> 011 1557-78 TEST PkOCEDURE.
<br /> L ao-:�6
<br /> peollrell Ale
<br /> 7, DUST CONTROL. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR THE ALLEVIATION OR
<br /> N,, _�'�iViWrff-CW—u DUST NUISANCE, AT THE CONTRACTOR'S EXPENSE.
<br /> N
<br /> 5 It I I I '' , I
<br /> In
<br /> -114 AT ALL MANHOLE COVERS� LARPHOLE AND WATER VALVE CASTINGS AND COVERS SHALL BE
<br /> MAV, (XTY 4'
<br /> "AL:i-, - "u IT4 ADJUSTED TO FINISKEI) GRADE AS REQUIKFJ.)�
<br /> 1-7-7 10 0 71 e� 1 1, 1, �� 1%x?A NoOb we4
<br /> �q,
<br /> 9. CONTRACTOR SHALL, LOCAT9 AND PRESERVE ALL FACILITIES INCLUDING GAS� WATER, I I TION,
<br /> RR GA
<br /> 141 IF 1� 'W)J(. POWYq, STREET LIGHTS. TELEPHONE AND OTHERS, WHICH MAY BE IN THE &R.EA OF
<br /> "FIV i7 TRucTicw.,RE,5PECTIVE UTILITY COMP&NIES S14. 'D PRIOR TO COn*_NCI-AU� T ?
<br /> CONS
<br /> ALI, BE NOTIFIE
<br /> OF WORK�
<br /> j
<br /> AGG�KEGATE BASE
<br /> P,�t 4�
<br /> IN" CXISTING 8 E.- T I C TANK
<br /> 10, AGGREGATE BASE SHALL BE CLASS 2 CONFORMING TO THE REQUIREMENTS OF SECTION 26-1028
<br /> OF THE CAL TRANS STANDARD SPECIFICATION OR EQUIVALENT. SPREAJ)ING AND COMPACTING
<br /> E'ell T^ AGGREGATE RASE SHALL CONFORM TO SECTION 26-1,04 AND 26-1�05 Oil THE CAL TRANS
<br /> Ir
<br /> STANDARD SPECIFICAT IONS.
<br /> LEACH FIELD IN ORMATION
<br /> ASPHALT CONCRETE
<br /> C
<br /> ASPHALT CONCRETE SHALL BE TYPE "B" AND SHALL CONFORM TO SECTION 39 OF TH
<br /> E AL
<br /> -7 TRANS Sli,.NDARD SPECIFICATIONS. THE PENETRATION RANGE OF PAVING ASFRALT SHALL E�L.
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<br /> Y, 'BE 85-100, AGGREGATE SHALL BE W9-H,&LF (1/211) INCH K&XIMUH KEDILIN GRADING FOR
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<br /> THIS PLAN HAS BEEN SPECIFICALLY ?RUAR1'��D FOR THE SITE DEVELOPMENT REVIEW
<br /> tMAN
<br /> COMMITTEE. IT INCLUDES ALL
<br /> I Fs 1,, K 111,04 WIff! 1 11
<br /> PARCELS OWNEJ) BY ACE TOMATO COMPANY. SITE
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<br /> At, �'E" DEVELOPMENT REVIEW OF PARat NO. 177-100-25, 15.78 ACRES WAS APPLIED FOR;
<br /> 4� T141S PLAN SHOWS SkTTIC TANKS, LEACH FIELDS AND WELLS OF LOT 25 AS WELL AS
<br /> PARCELS NO. 177-.100.-28, 177-100-29 and 177-100-30.
<br /> A, 1". it- 177- v, c- �5 SEE SITE PLANON SHEET ONE FOR ALL OTHER PROJECT/SITE INFORMATION NOT
<br /> SHO�
<br /> 1 7 P,, A 4N HERE. s"
<br /> R E V I S 1 0 N S
<br /> PLEASE NOTE:
<br /> H E E. IL
<br /> iE� �i�N DRAWN BY 60�35t
<br /> DESCRIPTION --P--
<br /> DATE —13Y 1. Those drawings and calculations are the property of Rq
<br /> 1, T ,7:� D E=" V "n
<br /> d wR Lit
<br /> CHECKED BY 3
<br /> Z ian in agreement and conditions that they
<br /> -e riot to be reproduced, copied or otherwise disposed of, DATE J-�P,.�2_c-
<br /> 51�
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<br /> A4XXC) F Greer Construction Co222j�Eanv, Inc. They are Inane
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<br /> directly or indirectly, and are riot to be used in whole or part Pik,
<br /> �;. J. NO. M. J. NO.
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<br /> T7 to assist in rnaking or to furnish any information for the making
<br /> of drawings, prints, apparatus, or parts thereof,
<br /> To J�Iio
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<br /> S H E E T T I T L E
<br /> T he acceptance of these drawings will be construed as an ac-
<br /> T ceptance of the foregoing conditions, and as an admission of
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