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<br />.o TRACT NO. /367
<br />SUBDIVISIONS OF SAN JOAQUIN COUNTY
<br />GLA55"A"56 2' AC OVER 9Y;Z' AB P-tMEDL41
<br />J
<br />T I = 3.5 ; R -VA W6 =5 {
<br />OAK
<br />i
<br />TYPICAL 50rSTREETSECTION -ACORN CT.
<br />I
<br />AC OIICE DET41L n
<br />NO GCALE--
<br />NO SCALE
<br />-ED CURS#
<br />NO SCALE
<br />NOT IN UNIT I
<br />ALL \NOP -V- SHALL CONFORM TO SAN JOAQUIN COUNTY REQUtStEMENTr,.
<br />2. ELEVATIONS ARE BASED. ON U.S.G.S. DATUM. SEE 514EET 2- FOR BENCH MARII
<br />3. FOQ CONS -Feu --no" @EQUIQEMENTS SEE THESE PLANS AND SPGCtAL
<br />P;ZOViStI FoGL OAK CWEEIC , L)t I1T N0.1.
<br />4, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES 2EGAf2DINC_3
<br />THE EXISTENCE ANPLDGWI"ION C11F FACILITIES IN TLIE C0t-4STG2VCTbN AR 6A.
<br />TNF 'UTLLITIES SHOWN ON TWE PLANS NAVE NOT BEEN VC-kXRSD 1N THE -
<br />FIELD ANP ARE SHOWN AS Mc-LbRTED t3Y TR -IE QESpeI IVE UTILI-Cy CAt./IPANLES.
<br />5. EXCESS EXC.AVAT►ON SHALL BE SPREAD UNIF012-ML�1 ON THE UMI As SHOWN
<br />ON -rt-AE PLANS OR. AS DIRECTED a%l THE ENCaINEE-P-
<br />6. CENTEQ.LINE MONUMENTS, DRAWING NO. G-4 ON THE SPEGIFICATtONS,SWALL
<br />BE 3/4' IRON PINS AND 'SET B`t T4tE ENGINEER THE COI.LTRAII S"ALL tIVS"CALL.
<br />CAST tRON MONuNENT BOXES.
<br />7. .JETTING OF STORM DRAIN TRENCHES WILL 13E AL oww OilmF A 2o% BOND FOR 3 TEARS K
<br />OBTAINED IN FAVOR.OF' "I 304!'Q.UTN COUNTY. THE SND WILL. PSE BASED ON COST OF
<br />PtPEr TRENGI•j EXCAVATIC>t-A AND BACWP(LL,AND STREET SECTION AC9,0eG TRENCH.
<br />5 /G w5
<br />516N No. INTE2%ECTION
<br />1. AsuLEY LaNc-
<br />OAK.WILDE AVE.
<br />2. 044WILDe AvE.*
<br />Nnomtq COL)Z-r
<br />HE-IG14-r TO '�5KsN
<br />C7+v MIN. tU t3t:71 \Vnn
<br />OG LAWE2. StC�N .
<br />7.0•MIN.T0 00MOM
<br />OP L0WE2 Sl6Pi.
<br />f/EET //VOEX
<br />L. TITLE SHEET
<br />2. GRADING PLAN
<br />3. PLAN + PROFILE
<br />4. FLAN 4- P20'FILE
<br />5. PLAN 4 PROFILE
<br />6. STORMWATE2 PUMPIND PLANT
<br />7.-10 PLAN -PRO(::ILE - MOSHEPZ 5L000EIH
<br />THESE PLANS AND SPECIFICATIONS HAVE
<br />BEEN REVIEWED AND APPROVED BY THE
<br />FOLLOWING DEPARTMEN-'S.
<br />DEPARTMENT
<br />BY
<br />DATE
<br />'5UILDIAJ4 PEP -r.
<br />PEW&n, If. Pry_
<br />-;7
<br />l�usc rc NEAL7-H
<br />43Cq(E A5 5«OW Ae
<br />UNIT N0. 1
<br />PORTION SE. %4SECTION 6, T.2 N.,R.7E.,M.D.B.&M.
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />INO, I OE:�'cQivr/0w IOA7E I BY I
<br />2 I P.4GE6 7-/O MOS ,6R -a- OUGF/ pkYF/GEri I /o/23
<br />j QUe1NFi�7fE'9-�:;Q.O.-/328e.a � /428t.t /Gj/{i
<br />EIGHT, MILE pl QD_
<br />Bat41b, UASI-IN1O�rniU'l.�y
<br />ill MORADA LAW;= U
<br />> U
<br />I
<br />M
<br />12/W
<br />6UTTE9- 2312ADE
<br />Id 20' 20' to,
<br />P2o FILE GRADE �pWES
<br />2 ?� 0,Gi
<br />AC OVER (0 AB 'PRMAEJD.,OVER. e)/;Z'AS
<br />TYPICAL 60' 6 T'P-EET SECTION-OACWILDE AVE.
<br />NO SCALE I' "
<br />4" 6"
<br />IJEP2 ES5 CATGI-1R SItJ 4" v, r -I trro..i No. A-42ota _. ..
<br />�'.'.-,- FROtvt C�uTTEiL EaRADfi .i: ..:
<br />a'
<br />AC MI E I 1 �µ y SEE DRAWING `
<br />lick} D -/o 4t+1 t Wta: CLA6t4C
<br />CATCW BASIN
<br />NO SCALE
<br />L E G END
<br />® GENTEQLINE MONUMENT (D2AWINe NO. %'moi SPECS
<br />(9 BM BENCH MARK- SEE SHEET 2)
<br />SVQL:"ET OR. GLTIrTER SLOPE IN PER. CENT }02
<br />® STREET NAme . __ : (DRAWING G-3 SPECS.
<br />-0- DENOTES PQOPEQTY PIN-DoNarDISTUQ-B.
<br />Q5 LOT NUMBER
<br />c CATGLI BASIN.* LATERAL (DRAWIIJG NO. 040 AW TA4C- 6MCII
<br />MAN HOLE (V12AW1NC� NO. ID -5 SPECS
<br />-Sd STOQ.M DRAI N
<br />DIRECTION-• 2p.TE OF SLOPE FOOT 901L FOOT
<br />A06 BAIRMICADE -TYPE'W' (D2AWIM6 6-5 SPECS)
<br />A 88 A2E VIII A T/ 0/1/5
<br />H. P. NIGH Polk -IT
<br />CAG. Cu28 4 GU -rE4L
<br />Q.of WAY
<br />/ / %Y (7r- CENTER -1 -NE
<br />SCALE l" =2800' E. P. EDGE OF PAVEMENT
<br />R. TLA.DIUS
<br />S. SUPE
<br />Ga. 61StTER GRADE
<br />P. FINISWED of P20F1L6 GRADE
<br />S.D. STORM D2AI N
<br />0W.0 . BEGIN VERTICAL CUIZV E
<br />P.R.V.C, POINT OF 0SVER5E VERTICALCURVE
<br />Q UA N T/ T I E S E.V.C. END VERTICAL Ct3vNE
<br />P 1. POINT OF lN1E12SECTION
<br />FOS SAe.1 . IoAQU\N CounJTY
<br />G.B. CATCH BASIN
<br />R.C, REVEKSE GVR.VE
<br />B.C. Ev--OlN CURVE
<br />I, Gv.AxD1,,Iepi ' ' . :', (STREET LOT) cy EXC, E.G. END CV2VB
<br />2. STREET - Z'AG,C7AB,SI/Z"A9 41,15(7 5f M•H• M+WHOLE
<br />G2.5va. GRAPE BPZEAIL
<br />3. STIZEL-P36,448 4 L. P. LINEAR FEET
<br />4-. Ppimc- GOAT - SC ZSO 63 TONS FE- PLOW LINE 1
<br />SD
<br />5. AC D(4e 000) LF B ER
<br />BAt G
<br />4
<br />FD. DITGHE-S -ASHLEY LANE 1100 LF:- A.C. ASA-IALT C-ONC12ETE
<br />A -PS. A669-E6ATE BASE
<br />7. ermp-M PUMPI`d� PLANT IEA A.S. A6G1zE.6ATE SUgBIaSE
<br />8, sp S.D (O-7 LF C.M.P. COPA-Ic2ATED METAL PIPE
<br />A.C.P. A56EsTos CEMENT PIPE
<br />9. 30" S.D. LF BAY• $,OvNcykm '.
<br />IO. IS S.D 308 LF C.0 . CEN -TER TO CENTER.
<br />Pv.C. POLyvINyL Ct-1LORIDE
<br />I I• 12 S.R 1467,LF W-14'". vNEATHE-2• "EAD METER
<br />12. IO S.D. G.B. LATERALS) 24-1 LF W.W. F:, UVri7E EATBRIC . ;.
<br />13, CATCH BASINS 9 EA
<br />14, 6 EA
<br />K�- SIGNS 2 EA
<br />IG. GEwre-p-L11,Ae MONUMENTS SEA
<br />I -T. BARRICADE - TYPE 131' I EA Q�®FES�d®
<br />I�. BAP-P-ICAbE A -QOSS OA-W1LPE 44Lp �O O P.
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<br />AT MOHE2 SUOUGI 1 cejQ y�1
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<br />ATF OF C wl\F��
<br />✓40 Na /54-610
<br />P, WEAL D UM f �
<br />C0N9UL T/NG CIVIL
<br />2¢3 E. CHANNEL ST,pEET
<br />SUBMITTED l+Y: // //
<br />/� �Gr/J2
<br />Q 5 5 0 ( / tl Tf S
<br />ENG /NEEQ/NG
<br />5rOCCrOW; C44IF0,CNIA
<br />,e.. G E. /10835 047E 7 ZA 78
<br />FB. NO. 3
<br />OEP4Rr4-fENT OP P(/8L /C WO.PK9
<br />541V 1040IJfAJ COUNTY, 0,4Z1A0g1j14
<br />PEW&n, If. Pry_
<br />EO ,BY
<br />u� lz" �� 5 �
<br />CkR.ECT + <f1P• l{1G W�tLt "5 OA E
<br />DRAWN 5. e B
<br />(NECKED Q PlfI
<br />43Cq(E A5 5«OW Ae
<br />OA A"CRE46e
<br />T/ TLE 5.Z1EET
<br />DRAIN DETAIL
<br />i
<br />,I INCLUDE Q''
<br />�
<br />c-4cTtot.l O F cor, mem
<br />C0e5 A-GuTTEQ
<br />UNIT SIp roa. CATGN
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