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<br /> FLOOD BASIN
<br /> SCALE IN FEET N �� ` ti� /�
<br /> GARAGE
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<br /> BOTTOM OF POND
<br /> nNfnRM� F. F. 106 . 87 \ ELEV. 102.6
<br /> L E TO END
<br /> F/,(//S,y FL OOR EL EVA T/ON
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<br /> lZl E 1 I J I I E4�/ c F. F. I O II . 8 7 r _ p`Z'� i EP EDGE OF PQ�'EM.E/4`T
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<br /> A.HOPO,SAL AF JOVED SUSXCT TO: �. I w LOT N o . 6
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<br /> 24t p GENERAL NOTES
<br /> r+P�:,mp Permit ,� [ i _.. --_ _..._—
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<br /> PRIVACY SGRFEAI _
<br /> AIJ, WORK SHALT. RF. PFRFORHrD IN ACCORDANCE WITH THF. CURRENT EDITION OF THE SAN JOAQUIN Co.
<br /> �. PAOPC�:`";L ��'Nf� T)fiSTGN STANi)ARDS AND STANDARD L'LA ''
<br /> N.a. COPIES OF SUCH. STANDARDS MAY RE ORTAINFD
<br /> AT ['LIF
<br /> CITY ENGINEERING OFFICE.
<br /> PRIOR TO START' OF CONSTRUCTION, THF, CONTRACTOR SHAT 1. VEP F
<br /> a L Y THE ALIGNMENT AND GRADE OF
<br /> � � ALT, FXTSTING UTILITY LINES. IF SICNIFICANT I)1SCRF.PANCY IN LOCATION IS DETERMINE, THE
<br /> by 2a CONTRACTOR SHALT. IMMF,DI.ATF1,Y CONTACT THE ENGINEER FOR .INSTRIfCt'IONS.
<br /> j
<br /> i+ T. (J)NITACTOR AGREES THAT HR SHALT, ASST E [
<br /> f JT S )T,F AND COMPLETE RESPONSIBILITY FOR JORSITE
<br /> j EA97 /-/ SWALE f:ONT)I'i'IONS TURING THE COURSE OF CONSTRIJCTION OF THIS PROJECT, INCT,UDING SAFETY OF ALT,
<br /> '1 �� \i /�� 4 j ff S� D, DDS I'T,RSFfNS
<br /> AND PRorF,RTY; THAT THT_S REQtIIRFMFNT STIAT.L APPLY CONTIN O
<br /> ` C_'pNFO?M i
<br /> 0 t U LSLY AND NOT AF. T,I.t�fITFD
<br /> _--..� TO tIORMAI, WORKING; IIOURS, ANT) THAT THE CONTRACTOR SHALT, DEFEND, INDF,FINIFY AND HOLD TLIT:
<br /> 04'13FR, TfIF. ENC:INEFR, AND THF CITY OF TRACY HARMLESS FROM ANY AND ALL. LIABILITY, REAL OR
<br /> •, AT,I.F(,FT) IN CONNECTION WITH TITS PERFORMANCE OF WORK ON TTIIS PROJECT, EXCEPTING FOR
<br /> !B 1R2. 'PIPE— � I o � �
<br /> t LIABILITY AP.ISING FROM THE SOLE NFt:1,ICFNCF OF THE OWNER OR THE ENGINEER.
<br /> �X/S T. /B 11?R1 GA T/ON P/PEL/,t/E m k
<br /> 4. TARTHWORK:
<br /> THF. CONTRACTOR SHALL EXCAVATE, FILL AND GRADE THE PROJECT SITE IN ORDER THAT SITE
<br /> 10�. 3 IMPROVF14ENTS CAN BE CONSTRUCTED TO THE GRADIS AND SLOPES SHOWN ON THESE PLANS. ALTHOUGH
<br /> (EX1S7.� AN ATTEMPT HAS BEEN MADE TO BALANCE EARTH CUT AND FILL QUANTITIES, DUE TO THE
<br /> f APPROXIMATIONS OF EXISTING GRADES AND OTHER CONDITIONS NOT PRECISELY KNOWN, THE ENGINEER
<br /> 89° 59 5� y1/ .app, 95r � DOES NOT GUARANTEE THAT SUCH CUT AND PILL QUANTITIES WILL BALANCE, AS EARTHW0RK
<br /> OPERATIONS PROGRESS, MINOR ADJUSTMENTS IN GRADES MAY BE MADE IN ORDER TO BRING THE. CUT
<br /> �� AND FILL UANTITIFS MORE. IN BALANCE, BUT SUCH CHANGES CAN ONLY BE MADE AFTER APPROVAI, OF
<br /> 6 T/G�}�� L/14�E PEP THE OWNERQAND FNGINEFA. THIS COST OF SUCH ADJ11STMFNTS SHALL BE PAID BY THE CONTRACTOR AND
<br /> SAN +,oAu.1<r couNrr
<br /> NE4A 7_lq bF, .d,2T44EW NO EXTRA PAYMENT WILL I3L A1,L04+IE1f, ANY SURPLUS EARTH MATERIAL SHALL BE DISPOSED OF OFF
<br /> [7
<br /> TYLE SITE AT THE CONTRACTOR'S EXPENSE. ANY ADDITIONAL EARTH MATERIAL, NEEDED TO C014PLETE
<br /> THE ON--SI.TE GRADING SHALL, BE PROVIDED AND PAID FOR BY THE CONTRACTOR, APPROXIMATE
<br /> -- EARTHWORK QUANTITY IS 550 CY ± .
<br /> THE GRAD114G CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING, COMPACTING AND GRADING IN
<br /> VARIOUS AREAS OF THE SITE SURPLUS EARTH MATERIAL EXCAVATED FROM BUILDING FOUNDATIONS AND
<br /> ALL UTILITY TRENCHES. AFTER ALL GRADING AND FILLING IS COMPLETED, ANY EXCESS OF SAID
<br /> SURPLUS MATERIAL SHALL BE DEPOSITED OFF THE SITE AT THE CONTRACTOR'S EXPENSE.
<br /> LEACH F'1E.'D G01V61A'ED �7C/ST. 4e�fc�iLTUeQ� l�sE
<br /> 4, 'EA == �• X00 S ANY FILL PLACED SHALL, BE PROPERLY COMPACTED AS REQUIRED BY THE PLANS AND THESE
<br /> SPECIFICATIONS:
<br /> a. EARTH FILL TO ESTABLISH PAVED AREA SUBGRADE SHALL BE COMPACTED TO A MINIMUM RELATIVE
<br /> COMPACTION OF 90%. EXCEPT THAT THE AREA WI1'HTN b" BELOW SUBGRADF SHALL BE COMPACTED
<br /> TO A MINIMUM RELATIVE COMPACTION OF 95%.
<br /> �Q ROFESSI f>. EARTH FILL TO ESTABLISH FINISHED GRADE OUTSIDF THE PAVED AREAS AND BUILDING AREAS
<br /> SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 80%.
<br /> %Y J• + c. FILL AND COMPACTION IN THE BUILDING AREA SIIALL BE '[N ACCORDANCE: WITH
<br /> I_Ze oF�y� THE BUILDING PIANS AND/OR SPECIFICATIONS.
<br /> � '\�' ' " ALL ARIAS TO BF. COVERED WITH ASPHALT C0NCRETE PAVFMFNT SHALL. HAVE A SLIBGRAUE COMPACTED TO
<br /> IN d C- 7 g x
<br /> Z9 5.0 RELATIVE COMPACTION TOA POINT b BF..I.fIW 5UT3CRAI)E,
<br /> IEx p. Da'e, r V)�
<br /> 5. THE WATER WELL AND SANITARY SEWER SERVICE SHALL BE CONSTRUCTED IN CONFOR –
<br /> `��� C1VIL �y�P MANCE WITH SAN JOAQUIN COUNTY LOCAL HEALTH DISTRICT REQUIREMENTS.
<br /> � OF CAI.IF�
<br /> ALk 6 . CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING NECESSARY PERMIT TO SAN JOAQUIN
<br /> COUNTY .
<br /> ` REV I S I o N 5 R . W. S I EG F I E D & ASSOC I SCAfLE: / -:20 SHEET
<br /> NO. —� D E 5 C R I P T I O N DATE BY ---
<br /> CONSULTING CIVIL ENGINEERS DATE J�r�. 19�2 TRIGUEIRO
<br /> F.B. INO. SITE PLAN
<br /> 4045 CORONADO AVENUE, STOCKTON , CALIFORNIA 95204 DRAVINN 2UG
<br /> m (209) 943-2021 DESIicN /2DC of
<br /> 7937 FILE NO.
<br /> Job No CHECKED AJL
<br /> Submitted By R.C.E, No. EXP. SAN JOAQUIN COUNTY CALIFORNIA
<br /> G - 4243
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