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- X17 <br /> 09-.rJ <br /> i <br /> /MPTP O YEMEN T PL A N5 FO � <br /> TRACT NO. /487 <br /> SUBDIVISIONS OF SAN JOAQUIN COUNTY <br /> SAP90 S RANCH UNIT NO . 2 <br /> PORTION OF SECTION 23 , T. 2S. 8 R. 4E. , M.D.B. & M. <br /> SAN JOAQUIN COUNTY, CALIFORNIA <br /> NOTES EGENLj <br /> J I . ALL WORK SHALL CONFORM TO SAN JOAQUIN COUNTY REQUIREMENTS. CURVE DATA <br /> 2. ELEVATIONS ARE BASEDON U.S.G.S. DATUM. BENCH MA=RK; TOP OF S.E. CORNER <br /> O CENTERLINE MONUMENT- SEE SHEET 3 G-4. <br /> OF W.S.I.D. CONCRETE BOX AT N.E. CORNER OF VON SOSTEN AND HANSEN RD. BENCH MARK- SEE NOTE 2 <br /> EL.= 76.28. P.P. POWER POLE <br /> ay s' ♦- STREET NAME SIGN - SEE SHEET 2 FOR LOCATION <br /> 3. INDIVIDUAL LOT DRAINAGE BASINS TO DRAIN STREET AND LOT AND TO BE CONSTRUCTED Roti a AND SEE SNEE"r3,.; G-3 FOR INSTALLATION. <br /> AS PART OF THESE PLANS, <br /> Y 74--S ORIGINAL GROUND CONTOUR 8, SPOT ELEVATION f5.o PROPOSED Lor liRADc <br /> I--.---.� >< <br /> �q Q L_ L•F•_J LEACH FIELD ( 10,000 S.F. ) <br /> 4. FOR CONSTRUCTION REQUIREMENTS SEE THESE PLANS AND SPECIAL PROVISIONS <br /> 4• C_ B .� STORM DRAINAGE BASIN ( 19 DEEP ) <br /> FOR SANTO RANCH , UNIT N0. 2. <br /> &QAt4T — S:0.4*% DIRECTION OF STREET GRADE IN PERCENT. <br /> I <br /> 5. T SHALL BE THE CONTRACTORS RESPONSIBILITY TO COORDINATE THE RELOCATION voN ScyT�nl O <br /> J WELL , PRIVATE ( TYP.) <br /> OF THE EXISTING POWER POLES ON HANSEN RD. *2- <br /> uNlrao.I Q <br /> LOCATION OF SOIL TEST FOR R-VALUE a SAMPLE NO. <br /> srATe uwv. Ro`' ( ALL TESTS WERE LESS THAN 5 .) <br /> 6. E XCESS EXCAVATION SHALL BE SPREAD UNI FORMLY ON LOTS. <br /> ~' w' <br /> UNIT No.2 -��--- PROPERTY PIN ( DO NOT DISTURB ), <br /> 7. CENTERLINE MONUMENTS TO BE DRAWING NO. G-4 OF DETAILS, SHEET 3. CONTRACTOR a Q 66R4C 1/ 1 -4 T 1 O /V S <br /> _ TO INSTALL CAST IRON MONUMENT BOXES. CONSULTANT ENGINEER TO SET <br /> �K. CENTERLINE <br /> 4 ° IRON SURVEY PIN. PROPERTY LINE <br /> RAW RIGHT OF WAY <br /> E•P EDGE OF PAVEMENT <br /> P.u.E- PUBLIC UTILITY EASEMENT-ELECTRIC, GAS AND TELEPHONE <br /> VICINITY <br /> / / /` / /f,/ / T Y " A� P TO BE UNDERGROUND WITHIN SUBDIVISION. <br /> 1� V i v WEST SIDE IRRIGATION DISTRICT <br /> NO 9CAL E <br /> R RADIUS <br /> s SLOPE <br /> y E E T / NO E X P FINISHED CENTERLINE PROFILE GRADE <br /> r a2a. BP-. <br /> GRADE BREAK <br /> ORIGINAL GROUND <br /> r I . TITLE SHEETQ (/ LJ /V T / T / E5 SIZE OF LOT IN ACRES <br /> Y <br /> 2. PLAN , PROFILE a CROSS SECTIONS <br /> LINEAR FEET <br /> 3. DETAIL SHEET ( FOR SAN JOAQUIN COUNTY) �.F• CUBIC FEET <br /> I . STREET 211A.C., 6"A.B., 8'9"IA.S. 41119 0 SF. 6A EACH <br /> s.F. SQUARE FEET <br /> t 2. STREET 2" AC. , 611A•B., 8L"A.S.- HANSEN RD. 3500 SF. cu.Yos. CUBIC YARDS <br /> j' 3. PRIME COAT (SC-250) 4.0 TONS A.C. ASPHALT CONCRETE <br /> l 4. STREET NAME SIGNS I EA. A.S. AGGREGATE BASE <br /> A S• <br /> AGGREGATE SUBBASE <br /> 5. CENTERLINE MONUMENTS 3 EA. 5e zso PRIME GOAT TYPE <br /> THE-GE PLA�,IS AND 5PEcIFiCATIOLIS IAAXE BEEN 6. TYPE IIA' BARRICADE 60 LF. <br /> REVIEWED AND NPP201JEP BY THE FOL.L.OWtM6 (• REMOVE a REPLACE TYPE "AI BARRICADE LUMP SUM <br /> l <br /> DEPARTMENTS. <br /> _ 8. CORNERS-BOUNDARY AND LOTS 31 EA. BY CONSULTANT\ <br /> DEPARTMENT BY DATE -- ENGINEER / <br /> .' 9. DRAINAGE BASII16 ( I" DEEP) 17700 CU.YDS. <br /> i4,-7r <br /> i <br /> : <br /> E PEI /5/ON9 -106 No. //0-02 OEP4�PTMENT OF OU6L/C INOR,(�$ <br /> NO. OE6iC?/AT/OAt 04TE 8Y /P P. WEL OUM f` Q al clOG /474E5, INC. F.B NO gAN i✓/OW +CS&,VrY, " d:/,eO.PN/A 5Q N7-05 41ZA NCAI - U II T 2 <br /> C0NS4/L7/N6 C/Ii/L EN6/NEEj?!N6 OE5/�N .R.oW. <br /> 3_ D2AINR6E 25H9lN LxA-rionl 3f7jl') ZA.u1 2431A. C,4/AMI/EL *77khzE,r STOCKTONyI CAL/F0A'ff1A OPi1H�N G,>,e B ARAf01/EO 8Y <br /> 2, 6RADES ON LOT CORINE25 3/3 ?9 ER-3 gC/BM/TTEO BY //, '' CHECKED ,e•pw 0—� t 3 9 ,'q T/ TLE SNEET <br /> ' 1. DWAIMAGE 5AStt4_rb INCLUDE ST Cr 2/t0,fm5AR.6 IN PC.E. 166:'35OArE : /Q -793CAGE AO S!/owN 01QEcr0,c of Pv4c/c woeKs 04 TE DINT. NO.�OF <br />