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<br />FUTURE
<br />L/LT.
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<br />STUB AOR FUTURE /
<br />IMPROVEMENT PLANS FOR
<br />TRACT NO. 2055
<br />TO TRACY II
<br />I VA LP 160 ROAD
<br />VELMA RD. MAURLAND LN.
<br />Ersi H.B. F. H. NOTE 8CAP% / n — M�Ir! w\� Gym ������ b0 -r ��rit4�I �I U �,���I ��\� a PLAIT u¢
<br />L N FAIROAKS ROAD �Te u� \ FELIZ w� PARK
<br />d' O o ALME9D0RA WAY
<br />- — —'T — - —'r _ — ,o'Pue �'o\ PORTION O F LOT 47 O F BR ICH ETTO TRACT
<br />/50.00 -
<br />r I �D PUE t�A' S �. OF CARBONA IRR I GATED FARMS IN SECTION
<br />44ROAD
<br />D. <
<br />I f Ho• I R=2 a �; \ 3, T3S, R 5E, M. D. B. a M. d3_
<br />= i Ho W 1 yo SAN JOAQUIN COUNTY CALIFORNIA a r 51E57A GTLOT 1 \ '._'... 4. PAIFOAK9c tS C's
<br />d•11 p Z LOT 14 y6o,TITLE SHEET ITE
<br />II I ti �'' VICINITY MAP
<br />7 \ y5 'ta \ X10 SGA LE
<br />;, I.
<br />I /30.00 M 150.00M �-� 7
<br />ExIsfmy /Z' GmVC/ ACCG9S RO! I o
<br />(ryPical) ' I N8905f'30"E 24974' m 50.24' m 9 \
<br />6
<br />I I u2 0
<br />I BOG LOT 2 �� a-, \ B.M. — B CAP CULVERT 2898
<br />�\ END G'C.L. FENCE SOUTH OF VALPICO ROAD,
<br />Dedicate 30'R/W
<br />I SEE SHEETS 2 TP/RU 7 v �' ��- NORTHS/DE, ELEV. //9.3/Cv.
<br />T27 S.J. Coun I I LOT 12 N FOR DETA/CS �� m �� ;, Midd/e _ _ Moin
<br />I
<br />43_ 2i /o S &8'03'39" E 473g9'(D) \
<br />LOT 13 \ <. ¢ 4, ./C?-
<br />'mo
<br />25'
<br />4'1 5'
<br />i 2'�O v Sa
<br />��3J��'/rtvli"r � Tec nr - - - - - �- . • . . �
<br />C
<br />?"A.C. OVER r. /. = 4.0� 7" A. a.
<br />* Ex/Sr. A.B. MAY BE
<br />45ELECT/VELY USED
<br />FOR PORT/ON of SURFACE AP41CoT L ANE
<br />R!'QU//QED A- 6- MAMMAL - IIA •11,a , . _ _ — - _ _
<br />m _
<br />Z LOT 3 ti cv. 5z e
<br />J 3ai 20' STUB FGK STUD FDR i J A0 'S9 6'tO, v d 2136..35,
<br />if
<br />/O PUE FUTURE RH.
<br />s FUTURE F.H-—z - _ rm�' ��' r j °i C 6q•46'W #�~
<br />t� V H- N
<br />REVISIONS DATE
<br />Finn Ra,
<br />s.r. Co. glx#A
<br />Not" C,131A
<br />c "! ORAZIO "' LANE —� Zso LOT 4 LAT 5 41,27cc
<br />'39.
<br />��
<br />EXIST, OC.. tz
<br />so' R/La a? _ _TRAINA _ COURT N `� R �r' C p� , o-
<br />' \ z w llf'lN w 6 1,
<br />I ofR f -- �.----�-�— LOT 9 9
<br />•�4 ,, a
<br />GENERAL NOTES :
<br />Lei LOT I I v LOT 10 m LOT 9
<br />H
<br />NO SCA LE I I I
<br />ro„Sir .V DR'kI+ I I
<br />CDAJ7X4C%
<br />Ho • I
<br />t Street
<br />so'• IN -. ..
<br />II
<br />II
<br />1 222.
<br />N 890 54'30"E
<br />LOT 8
<br />I 323.-39'
<br />Oat
<br />/450.7/' CDS /454.78' A4
<br />25' 5PCC/AL NOTES
<br />.I�
<br />/(o /(0 4' S' I I• AGGREGATE BASE SHALL BE CL.-•, 40"MAX. CONFORM/NIG TO
<br />SECTION 2G OF THE STANDARD SPECIFICATIONS, DEPT. OF TRABPORT-9770W,
<br />Ex/st. A.C. 8'i I I I STATE OF CALIF. , DATED JULY 198#.
<br />' 2 "A. C OVER
<br />T.I.=Cal /¢5"A. 5.
<br />5AWCUr EX/5T. A.C.,
<br />WIDEN FAIR0�9KS ROAD I' FROM E.P.
<br />TYPICAL SECT/ON
<br />NO SCALE
<br />iE THE EXISTING CROSS -SLOPE SHALL 8E
<br />CONTINUED ACROSS 77YE WIDENED SECTION.
<br />CROSS .SLOPE VAR/E8 THRU CURVE.
<br />Stra°et '
<br />R W
<br />R w 50,
<br />I •
<br />25' 1 25'
<br />c 5' 4' IL9 /� 4' s' c
<br />var r
<br />�
<br />/ T• /. _ •¢.O� �"A. C. OVER � G" "WATER MAIN,
<br />C 7 "A. 6. .30" OF Co VER /W//V,
<br />CrrR)
<br />ORAL/O LANE AND TRAINA COURT
<br />TYPICAL STRUCTURAL SECTION
<br />NO SCALE
<br />2, ASPHALT CONCRETE SHALL BE TYPE B , % "MAX. , MEDIUM GRAD/1V6,
<br />CONFORMING TO SECTION 39 OF THE STANDARD SPECIFICATIOlvS,
<br />DEPT. OF TRANSPORTATION, STATE OF C.9CIF. , DATED JULY 1984•
<br />3. .51/86RADE : THE TOP G" OF THE 5USGRADE SHALL 66 COMPACTED
<br />TO 95 `Yo R. C. .
<br />LEGEND:
<br />O STANDARD MONUMENT BOA(
<br />LOCATION OF SOIL SAMPLE mR iT' VAGUE TEST
<br />EX/ST/NG FEATURE �P. U. E. AS /ND/CATER /
<br />W G"WATER A4A/N, DRY LIVE, P.V.C. PIPES, C- OO,
<br />—J T — JOINT TRENCH CG, E, CTV, PHONE
<br />M WATER VAL VE f VALVE Box
<br />W.S. 313 WATER SERVICE 70 P11 -
<br />CAPPED AND 24" DEEP AT
<br />F/L . PLACE *4 REM 4K Z►f"
<br />LANG VERTICALLY AT EN ,
<br />LOT 7
<br />a
<br />.i !°V. G o ' 1 90.00
<br />SUBO/V/3/ON QOUNDARY
<br />I' DEEP. eSEE SHEET) 2-4 FOR L9CAT/ONS
<br />PAVED AREA UT/L/T/ES
<br />ELECTRIC/TY a 6AS : PG 4E - STOCKTON
<br />— - C209i dd - 22Co /
<br />WATER : WELL I EACH LOT.
<br />SANITARY SEWER : SEPTIC 6Y,5TEM, EACH LOT.
<br />6TORM DRAIN: RETENTION , EACH LOT.
<br />R
<br />P�0
<br />�bgtdtf
<br />INDEX OF SHEETS
<br />SHEET
<br />/
<br />T/TLE SHEET
<br />SHEET
<br />2
<br />ORRZ/O LANE - PLAN f PROFILE
<br />SHEET
<br />3
<br />TRAINA COURT - PLAN PROFILE
<br />SHEET
<br />4
<br />TRAINA COURT - PLANE PROFILE
<br />SHEET
<br />5
<br />APRICOT LANE - PLAN i PROFILE
<br />SHEET
<br />Co
<br />FA/ROAKS ROAD- PLANE PWOF/LE
<br />SHEET
<br />7
<br />MISCELLANEOUS DETAILS
<br />SHEET
<br />8
<br />GRADING PLAN
<br />DEVELOPER :
<br />WILLIAM D. EDWARDS
<br />635? W. CANAL BLVD.
<br />TAC Y , CA 95376
<br />TELEPHONE C2O0 835- 465/
<br />/. ALL TRAFFIC S/6N3 AND MARK/N63 SHALC IIE AGCORGtNB_ 04V 6ANw%P-IxU/N
<br />COUNTY STANDARDS, CONFORM/NB WITH UVhAP4M TR.4FF/C CONTROL Dw cg3.
<br />RBFER TO EACH 'J'MFFT FOR LOCATIONS.
<br />AT THE TIME OF ,ACCEPTANCE OF IMPROVEMENTS, 771E Ir6+60'LUtYdN a*I da 'a
<br />INCLUpE 06CLAR/NG TRAIN.! COURT AND APRICOT LAVE AT OKJIL/OLAYlt •
<br />AS 7WROOSH H14HWAY3.
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<br />Z, IT IS INTENDED THAT THESE PLANS REQUIRE ALL LABOR AND
<br />AND THE ENGINEERS INTERPRETATION OR CORRECTION THERPOF
<br />C
<br />MATERIALS NECESSARY AND PROPER FOR THE WORK CONTEMPLATED
<br />gMAT-T AF.{`nwin+��: viS. iikk; TM PLANS OR SPECIFICATIONS
<br />Z
<br />M
<br />,1
<br />- AND THAT THE WORK BE COMPLETED IN ACCORDANCE WITH THEIR
<br />COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />`
<br />TRUE INTENT AND PURPOSE. THE CONTRACTOR SHALL NOTIFY
<br />SHIP OF FIRST QUALITY ARE TO BE USED.
<br />r
<br />THE ENGINEER IMMEDIATELY REGARDING ANY DISCREPANCIES OR
<br />GENERALLY ACCEPTED'CONSTRUCTION PRACTICES, CONTRACTOR WILL
<br />Z
<br />AMBIGUITIES WHICH MAY EXIST IN THE PLANS OR SPECIFICATIONS..;
<br />AND THE ENGINEERS INTERPRETATION OR CORRECTION THERPOF
<br />gMAT-T AF.{`nwin+��: viS. iikk; TM PLANS OR SPECIFICATIONS
<br />DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN
<br />COMPLETE DETAIL IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL
<br />PRACTICE IS TO PREVAIL AND THAT ONLY MATERIAL AND WORKMAN-
<br />SHIP OF FIRST QUALITY ARE TO BE USED.
<br />3 CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH
<br />GENERALLY ACCEPTED'CONSTRUCTION PRACTICES, CONTRACTOR WILL
<br />Z
<br />BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE
<br />0
<br />PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT
<br />THIS REQUIREMENT SHALL B5 MADE TO APPLY CONT--INUOUSLY AND
<br />U)
<br />NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION
<br />CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD
<br />DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL -LIABILITY,
<br />REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF
<br />WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THl
<br />Q
<br />SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.
<br />W
<br />¢• THE CONTRACTOR ATTENTION IS DIRECTED TO THE REQUIREMENTS
<br />•-��
<br />CONTAINED IN CALIF. DEPT. OF INDUSTRIAL SAFETY AND CAL OSHA
<br />J
<br />WITH RESPECT TO EXCAVATIONS AND TRENCHING WORK.
<br />U)
<br />3• THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS. IT SHALL
<br />BE THE CONTRACTORS SOLE RESPONSIBILITY TO PROTECT ALL EXISTING
<br />♦A
<br />UTILITIES SO THAT NO DAMAGE RESULTS TO THEM DURING THE PER-
<br />FORMANCE OF HIS CONTRACT.
<br />Co. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXISTING
<br />IMPROVEMENTS FROM DAMAGE.
<br />U
<br />7• EXISTING UTILITIES ARE PLOTTED FROM AVAILABLE RECORDS
<br />CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT
<br />THESE UTILITIES. CONTRACTOR SHALL DO NO EXCAVATION UNTIL
<br />ALL UTILITY AGENCIES HAVE BEEN NOTIFIED AND BEEN GIVEN
<br />THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD
<br />0
<br />USA -(800) 642-2444,
<br />Vt 1
<br />S. STUB FOR FUTURE FIRE HYDRANT SMALL BE EXTEND 2' CM/N.� BEyOND
<br />�
<br />fV
<br />506E OF PAVEMENT. CAP END AND PLACE -*4 REBAR CZ'LONG!VERTICALLY
<br />AT END AND P BELOW GROUND AT END OF ACG MA/NS .
<br />1..1..
<br />9 • MOT/FY SAN ✓OAQU/N COUNTY FIELD EN6/NEE9 A MINIMUM OF 24 HOURS
<br />/N ADVANCE PR/OI( M SAGINNIN6 OF ANY WORK.
<br />/0, CONTiPACTOA' SHALL Ai/r&/.s LO S Ruc !w STA
<br />SCALE' I"=100'
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />DRAWN: NML
<br />ACHECKED' EFS
<br />Approved By
<br />JOB
<br />Yl? A L -3
<br />> - SHEET
<br />Henry AM. Hirata, RCE 21258 Date
<br />7, DersarI (c; „ Director of Public Works OF
<br />.41
<br />
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