|
1. BENMRARK OF CITY OF SIOCKON, (6S-9) EL. 28.865 BRASS DISK MARKING CITY OF SOCKTON TRAVERSE CONTROL
<br />NIMR NFNT STAMPED "6S-9" IN 3" DIAMETER PIPE 5' SOUTH OF THE SOUTH RAIL OF THE S.P.T. 00. TRACES ON THE
<br />(INTERLINE OF PAVING OF GERTRUDE AVENUE PRCJECITD NORTHERLY.
<br />2. ALL APPLICABLE FEES TO BE PAID AND PERMITS REQUIRED SHALL BE OBTAINED BY THE CONTRACTOR BEFORE ODNZIENMIENT OF
<br />CONSTRUCTION.
<br />3. ALL WORK SHALL CONFORM TO THE CITY OF SOCK'ON AND SAN JOAQUIN COUNTY CONSTRUCTION SPECIFICATIONS AND TIIE LATEST
<br />ADDITION OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND APPLICABLE STANDARD
<br />PLANS.
<br />4. CUMACOR SHALL INSPECT SITE PRIOR TO BIDDING.
<br />5. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL PERFORM THE NECESSARY EARTHWORK CALCULATIONS TO DETERMINE THE AMOUNT
<br />OF CUT AND FILL AND RESULTANT EXCESS OR SHORTAGE OF DIRT ONSITE, AND NOTIFY THE CIVIL ENGINEER OF HIS RESULTS. IT IS
<br />THE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE EARTHWORK SHALL BALANCE ONSITE. EXCESS OF DIRT SHALL BE DISTRIBUTE
<br />EVENLY O ALL LOTS, AFTER GRADING PLAN HAS BEEN REVISED TO ENSURE PROPER DRAINAGE.
<br />6. APPROPRIATE DUST CONTROL TO BE PROVIDED FOR TIE ALLEVIATION OR PREVENTION OF A DUST NUISANCE, AT THE CONiRACIOR'S
<br />EXPENSE.
<br />7. CONTRACTOR AGREES THAT BE SHALL ASSUME SOL AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DUURING THE COURSE OF
<br />aWTRUCTION OF THIS PRO=, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HDURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD
<br />THE CIVIL ENGINEER THE OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE
<br />OF am (v "as D.
<br />8. REFER TO THE SUIDIVISION MAP OF THIS SUBDIVISION FOR NECESSARY BOUNDARY AND LOT PROPERTY LINE DATA.
<br />9. CONTRACTOR SHALL BE RESPCNSIBLE FOR LOCATIONS AND PROTECTING ALL UNDERGROUND FACILITIES AFFECTED BY THE WORK AND
<br />SHALL CONTACT UNDERGROUND ND SERVICES ALERT (USA) 48 HOURS PRIOR To ANY EXCAVATION WORK FOR DETERMtIVRT/e,v AAI IOC -1 o�/
<br />OF UNDERGROUND UTILITIES. (PHONE 1-800-642-2444).
<br />io. THE EXISTING UNDERGROUND UTILITIES SHOWN WERE PII7TTED FROM EXISTING AVAILABLE RECORDS OBTAINED FROM THE UTILITY
<br />COMPANIES, NEITHER THE OWNER NOR THE CIVIL ENGINEER SHALL BE HED RESPONSIBLE FOR THE ACCURACY OF SUCH RECORDS
<br />AND O NOT GUARANTEE THAT AL UNDERGROUND FACILITIFD ARE LOCATED PRECISELY AS SHOWN. PRIOR TO BEGINNING (XN--
<br />SLRUXTION IT SHALE BE THE CONTRACTOR'S P23F SIBILITY TD ASCERTAIN WITH ALL UTILITY COMPANIES THE FIELD LOCATION
<br />ILITIES OF THEIR ADVISED L Da �WVRKILT TIES. ALL KNOWN 48 HOURS PRIORS OF UN ERGROLOF AL FAC
<br />IXCAVATIIIN THE AREA CONCERNED SHALL BE
<br />11. CONTRACTOR TO FOSE SANITARY SEWER AND WATER LINE FOR CONSULTING SURVEYOR'S TO VERIFY LOCATION AND
<br />ELEVATION PRIOR TO PLACEMR?r OF PIPES. ALL OST OF SUCH EXCAVATION AND BACKFILL SHALT, BE INCLUDED IN THE PRICE
<br />PAID FOR WARIOUS ITEMS OF WORK.
<br />12. ARMSTRONG ENGINEERING & DEVELOPMENT LTD., CIVIL ENGINEERS, SHALL SET ALL SURVEY CONTROLS AND CONSTRUCTION STAKES
<br />AS NECESSARY FOR COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF ALL SURVEY AND
<br />ONSTRUCTION STAKES. SURVEY AND CONSTRUCTION STAKES THAT ARE LOST OR DESTROYED DUE 'O CONTRACTOR'S NEGLIGENCE
<br />WILL BE SET BY THE CIVIL ENGINEER AT THE CONTRACTOR'S EXPENSE. CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR ANY
<br />WORK IF STAKED BY OTHERS -
<br />13. CONTRACTOR SHALL GIVE CIVIL ENGINEER A MINIMUM OF 48 HOURS NOTIFICATION PRIOR TO ANY AND ALL STAKING, INCLUDING
<br />UTILITIES.
<br />14. PRIOR TO ANY CORRECTIVE ACTION BY TBE CONTRACTOR WHICH IS NECESSARY DUE TO STAKING ERRORS, THE CONTRACTOR SHALL
<br />NOTIFY THE CIVIL ENGINEER FOR RESTAKING AND VERIFICATION OF PREVIOUS STAKING. SHOULD ANY CORRECTIVE WORK BE DONE
<br />PRIOR TO NOTIFICATION, THE CIVIL ENGINEERS ASSUMES NO LIABILITY FOR THE COSTS INCURRD FOR THIS WORK.
<br />15. CONTRACTOR SHALL BE HELD RESM14SIBLE FOR ANY FIELD CHANCES MADE WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL
<br />ENGINEER OR OWNER AND APPROVED BY THE CITY OF STOCKTON AND SA10-)oAQv/N coJ.vTy
<br />16. PAVEMENT WHICH IS 10 BE REMOVED SHALL BE SAWCUT ON A NEAT, STRAIGHT LINE AS SIDWN CN STRUCTURAL SECTION DETAIL.
<br />OA/ mlwx-i AVEVOR-
<br />17. All '0PPT/TF /mPROvBn.16A'r ToeAvC COM7i?ol JsTA/t/NG PRIOR To Co.�STiPucT/o.v 8FG/A1A11✓G.
<br />18. UPON COMPLETION OF BACKFILL, PRIOR TO PAVING, TBE CITY MAY INSPECT THE SANITARY SEWER LINES WITH
<br />CLOSED CIRCUIT TELEVISION EQUIPMENT. DEFECTIVE WORK SIIALL BE REPAIRED BY THE CONTRACTOR IN A MELTED APPROVED BY
<br />THE CITY PRIOR TO FINAL PAVING. TELEVISICN LOGS WILL BE MADE AVAILABLE TO THE CONTRACTOR FOR REVIEW.
<br />19. ALL MANHOLE RIMS, DROP INLET GRATES, SANITARY SEWER CLEAN OUT, WATER VALVE BOX AND SURVEY MON[M]Wr COVERS SHALL
<br />BE ADJUSTED TO FINISH GRADE TO MATCH THE CROSS STUPE'
<br />20. TRAFFIC CONTROL ON 1"IAlfl? SHALL BE MAINTAINED DURING THE TIME OF STRUCTICN. A TRAFFIC
<br />PLAN SHALL BE SUBMITTED TO THE S.4 -C. PUBLIC WORKS TRAFFICE DEPARTMENT PRIOR TO CONSTRUCTION.
<br />21. ALL TRAFFIC SIGNS AND MARKINGS SHALL CONFORM 'O THE MANUAL
<br />OF UNIFORM TRAFFIC CONTROL DEVICES AND CITY OF SPOCKON
<br />AND SAN JOAQUIN G o v vTr STANDARDS
<br />22. CONTRACTOR AGREES THAT BE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITUIONS DURING THE COURSE
<br />OF (DNSTRUCTICN OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PRQPERTY; THAT THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING LOURS; AND THAT THE CONTRACTOR SHALL DEFEND, TNDRWIFY AND TOLD
<br />HARMLESS, THE COUNTY OF SAN JOAQUIN, AND CITY OF SOCKTON, ITS ELECTED OFFICIALS, OFFICERS, EMPLOYEES, ASID AGENTS
<br />FROM ANY AND ALL CLAIMS, COSTS OF LITIGATION, DAMAGES AND ATTORNEY'S FEES, FOR PERSONAL INJURY OR PROPERTY DAMAGE
<br />OF WHATEVER NATURE WHICH ARE CLAIMED TO HAVE OCCURRED DURING THE TERM OF THE PROJECT.
<br />NOTE:
<br />DIRECTOR : DIRECOR OF PUBLIC WORKS
<br />CIVIL ENGINEER : ARMSTRONG ENGINEE RINGS & DEVELOPMENT LTD.
<br />OR ENGINEER
<br />MINER A VENUE
<br />XS -9I»/6
<br />NNINEF
<br />N '-
<br />0
<br />QC
<br />CA
<br />F]
<br />SUB D•
<br />v /39.9/'
<br />S•o/' , /V7/0.SO'93"'F 94.90'
<br />ip
<br />6' 4
<br />sl P
<br />a;
<br />�h
<br />Q'
<br />C
<br />S 7/ °SO' 33 " W
<br />C= 16.97
<br />112,08'
<br />I -[civic S 7/°SO'33'
<br />�4_ d/ //P
<br />S' wioE
<br />R of w OfDicATiov
<br />H �
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<br />V)
<br />V/CIMI T Y NAP
<br />N. T. S.
<br />APPRE V/ATIONS
<br />®
<br />) TO BE CONTACTED FOR PRE -CONSTRUCTION CONFERENCE PRIOR TO
<br />AB
<br />23. PUBLIC WORK (
<br />AC
<br />STARTING WORK.
<br />ACP
<br />2f. ANY EXISTING OVERHEAD UTILITIES SHALL BE RELOCATED U NDERaDLM'
<br />PL
<br />25. ANY ON-SITE WELL OR SUBSURFACE BORINGS SHAD BE PROPERLY ABANDONED IN ACCORDANCE WITH SAN JOAQUIN COUNTY AND
<br />ASB
<br />CITY OF STOCKTON CODES.
<br />AVE
<br />26. ANY EXISTING CONCREM IRRIGATION LINE ON PROPERTY NEED TO BE IDENTIFIED, REMOVED AND BACOF'ILLED IN ACCORDANCE
<br />BC
<br />WITH THE SOILS REPORT.
<br />BK
<br />27. LOCATION OF WATER AND SEWER SERVICES SHALL BE MARKED ON TRUE 1,wd, o s zy z/ v6, PER PRo v, 5 %ONS of Cos
<br />BM
<br />.Stmr,j rd D#kAwtNG wo 37, F'r w4el- 6-3 bloc P66tal" 2'x4j.
<br />BD
<br />28. AN PERNW/TSh'vvz BE OCTA/NEO fIrj"f TllE cOUNTy 49FS�9.� JOAN///N DEPi9RT�E�T
<br />BVC
<br />OF PU/3L/C /veRKf OR A/Vy APPLE/c/99LE A&ENc/Es PR/OR To THE GOMMENCEIIyENT OF u/O/1tY
<br />CB
<br />tr/rH/ti EX/ sTi ✓G cdaNry /teAowAys.
<br />C & G
<br />2 9. J RFIFf/G GotiTiPOL /s/usT /�E ryii9/NTi9/.vEA /✓1/FN G✓ai4/%/N6 L✓/Ti5/ti m<NER sT/QEET /�/ 6i/T.
<br />CNC.
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<br />CL OR Q,
<br />30, C✓oRlt !v/T///1✓ Th'E PW/ujq7E DRIVE 4L1 �nEEr t/4TEST S/9N ?Oi4QU/� Cou/*7�/ STi9/+/DJ9R01
<br />CO
<br />FOR 7-XSA/C// 9� IXC 4vi9T/ow l�i�OTFGT/O v, E/q/p7rywon t, /4 GGIPE G/9T<` /J/9SPj �7 GG/4EGATE rUd tYi¢sE�
<br />CR
<br />CGAT SE-L✓E/P /77/fl/N
<br />Cr
<br />.[/NE 6u/T.Y S�J4U! C fJ G/i9TEfP /�J/4/ltl .L/�t/E EXTENSIdN� SP/-Ul CCS i`
<br />D
<br />F//PF Al7-S
<br />DIA
<br />3/. /iL< SEt✓ER P/PE,1'/AAF5 GO.t/5-7-RUC7-" 191tO THF TTYE/t/C// EXC�gzW7-/0N 91VD 31hFCA-CIZL
<br />DI
<br />/¢ SSO C/�gTEl) /rte/TH /T SH/7LL Co.vfoRm TO C . O. S. STi9�10�9 PO SPEC/jam/C/9JjO tis
<br />DPW
<br />i9tio sr.9./JDi9/c'D PGr9rvs.
<br />MINER A VENUE
<br />XS -9I»/6
<br />NNINEF
<br />N '-
<br />0
<br />QC
<br />CA
<br />F]
<br />SUB D•
<br />v /39.9/'
<br />S•o/' , /V7/0.SO'93"'F 94.90'
<br />ip
<br />6' 4
<br />sl P
<br />a;
<br />�h
<br />Q'
<br />C
<br />S 7/ °SO' 33 " W
<br />C= 16.97
<br />112,08'
<br />I -[civic S 7/°SO'33'
<br />�4_ d/ //P
<br />S' wioE
<br />R of w OfDicATiov
<br />H �
<br />O N
<br />V
<br />V)
<br />V/CIMI T Y NAP
<br />N. T. S.
<br />APPRE V/ATIONS
<br />®
<br />AT
<br />AB
<br />AGGREGATE BASE
<br />AC
<br />ASPHALT CONCRETE
<br />ACP
<br />ASBESTOS CEMENT PIPE
<br />PL
<br />ANGLE
<br />ASB
<br />AGGREGATE SUB -BASE
<br />AVE
<br />AVENUE
<br />BC
<br />BEGINNING OF CURVE
<br />BK
<br />BACK
<br />BM
<br />BENCH MARK.
<br />BD
<br />BIOW-OFF
<br />BVC
<br />BEGIIWNQING OF VERTICAL CURVE
<br />CB
<br />CATCH BASIN
<br />C & G
<br />CURB & GUITER
<br />CNC.
<br />CONCRETE
<br />CL OR Q,
<br />CENTERLINE
<br />CO
<br />CLAN OUT
<br />CR
<br />CURB RETURN
<br />Cr
<br />COURT
<br />D
<br />S'TORAi DRAIN
<br />DIA
<br />DIANEIER
<br />DI
<br />DRAIN INLET
<br />DPW
<br />DEPARTMENT OF PUBLIC WORKS
<br />DR
<br />DRIVE
<br />EC
<br />END OF CURVE
<br />ELEV
<br />ELEVATION
<br />B
<br />BASE
<br />EP
<br />EDGE OF PAVEIENT
<br />EVC
<br />END OF VERTICAL CURVE
<br />EXIST
<br />EXISTING
<br />FC
<br />FACE OF CURB
<br />FG
<br />FINISH GRADE
<br />FH
<br />FIRE HYDRANT
<br />FL OR X
<br />FLOW LINE
<br />FT
<br />FEET
<br />G
<br />GRADE
<br />GB
<br />GRADE BREtlK
<br />IDRIZ
<br />IM14X NTAL
<br />HP
<br />HIGH POINT
<br />ID
<br />INSIDE DIA:11r-Ii
<br />IN
<br />INCHES
<br />INV
<br />INVERT ELEVATION
<br />L
<br />LENGTH OF CURVE
<br />LF
<br />LINEAR FEET
<br />Lai
<br />LOGY PONT
<br />AtH
<br />MANIDLE
<br />MISC
<br />MISCELLANEOUS
<br />N
<br />NORTH
<br />NO
<br />NUMBER
<br />CD
<br />OUTSIDE DIAMETER
<br />OG
<br />ORIGINAL GROW
<br />PL
<br />PLACE
<br />PL OR X
<br />PROPERTY LINE
<br />PRC
<br />POINT OF REVERSE CURVE
<br />PVC
<br />POLYVI.NYL CHIIDRIDE
<br />P MT
<br />PAVSIENT
<br />PUE
<br />PUBLIC UTILITIES EASEIIENT
<br />PVI
<br />POINT OF VERTICAL CURVE INTERSECT
<br />R
<br />RADIUS OR RESISTANCE VALUE (SOIL)
<br />RCP
<br />REINFORCED CONCRETE PIPE
<br />RD
<br />ROAD
<br />RP
<br />RETURN POINT OF CURVE
<br />R. R.
<br />RAILROAD
<br />R/W
<br />RIGHT OF WAY
<br />S
<br />SLOPE OR SOUTH
<br />SD
<br />STORM DRAIN
<br />SDI
<br />STORM DRAIN INLET
<br />SF
<br />SQUARE FEET
<br />SJ
<br />SAN JOAQUIN COUNTY
<br />ST
<br />STREET
<br />STA
<br />STATION
<br />STD
<br />STANDARD
<br />SW
<br />SIDEWALK
<br />TB,I
<br />TEMPORARY BENCH MARK
<br />TC
<br />TOP OF CURB
<br />TG
<br />TOP OF GRATE
<br />TI
<br />TRAFFIC INDEX
<br />TOD
<br />TOP OF DIKE
<br />TYP
<br />TYPICAL
<br />UG
<br />INDDERGROU ND
<br />U.S.G.S.
<br />UNITED STATES GEOLOGICAL SURVEY
<br />VC
<br />VERTICAL CURVE
<br />VCP
<br />VITRIFIED CLAY PIPE
<br />VERT
<br />VERTICAL
<br />W
<br />WATER OR WEST
<br />WV
<br />WATER VALVE
<br />WID
<br />WIDTH
<br />SATS
<br />STREET NAME SIGN
<br />SL
<br />STREET LIGHT
<br />SS
<br />SANITARY SEWER
<br />LH
<br />LAM? IDL
<br />MAX
<br />MAXIMUM
<br />MIN
<br />N,IINILRAl
<br />NOON
<br />1K)NUVI NT
<br />I N I?E X
<br />/ COVER SHEET'
<br />243 STREET G MjolA/ G 99 O.V41 eAs&
<br />.4 SEINER 1' 1"P.R0V&1"EA1T-f
<br />S WATER .Z 02 PR O 1/,EfiEw-s
<br />6 s/T.6" GRADIA16 PAAv
<br />32. C01L)7-R/9C76R 511/9tL CO,v7,19C7 C/Ty OF STOCK -TO/✓ SERV/OR
<br />GD/✓S?RUGT/o/t/ FNG/NEER 197 937- 8279 FR/OR 7'0 ThlE
<br />PRE- C01VS7-ltUc7-1ON
<br />SAN J0AQ/1/Al COUNry
<br />PuBL/c /0F/T4r/Y sFRv/CES
<br />Rpj0R00v'FD fly:
<br />S/G,vAT�/R
<br />CAL/FOlfAlm W09rE'R
<br />sfRa/cF co.
<br />APPROVED By.
<br />y
<br />S/GNAT!/RE +' . PATE
<br />In
<br />NO. 041111
<br />*41 R CAl1f�
<br />.f/¢sr"04F FINE D/SrR/cT
<br />yr(� ti� if l ar..�tv►.. o'►..(� .
<br />SERVICES
<br />SANITARY SEWER
<br />WATER
<br />STORM DRAINAGE
<br />E110TRIC & GAS
<br />TELEPHONE
<br />FIRE
<br />CA: 800-642-2
<br />CNV: 800-227.2600-
<br />RippRodEo Br: DAT
<br />9
<br />APPROVED RY: 1�(I/
<br />� 646��
<br />l,� Gi ry 6.vG/A/-FR
<br />S/CNRTvRf A9i G/ ry OF sroctfro V
<br />PROVIDED BY
<br />CITY OF S MKTON
<br />CALIF. WATER SE,?IVICE CG.
<br />S/9,VJQ4Q0/N GOVN7Y
<br />P. G. & E.
<br />PACIFIC BELL
<br />FAs7S/OE F/RE p/sT.P/CT
<br />COVER SHEET
<br />ARMSTRONG ENGINEERING
<br />& DEVELOPMENT, LTD.
<br />3840 N. SRdtF sT.
<br />/." vEGRs /vv 8940/
<br />7oz) t2O.7'Y20
<br />?✓ �l• /�cENo, 09161E
<br />/r! S- 9/- / 6 Po*R CEI S / - 41L
<br />pR TE : 4-22-96
<br />vEPflRTin�/Ta f=Pdv� �c Wa7r; s
<br />,519/4/ ralQvmv GOUNTyi Cf'L /F
<br />G9LF. .9S-.ENO41A-1 DN TE: 12 �O-
<br />RcEn>o; �/ZS
<br />ES/GNE,D By; w cA E?P• DATE : a
<br />RAU(A/By- wcA APP Of/ED ay:
<br />xv
<br />f/EC/YEo ay. D/REC70R F u8t/c WORK
<br />S ,dU/L T ff 5,09.1.T6^VJ1.✓ GOUtiTy G9.
<br />Aro1aC
<br />T AJO
<br />� �ARtEC �tAP
<br />EXISTING
<br />PROPOSED
<br />EXISTING
<br />PIOPOSEO
<br />gook /8, PAGE/z(°
<br />STORM DRAIN
<br />- E -
<br />- E -
<br />U. G. ELECTRIC LINE
<br />SORA DRAIN INLET
<br />-- '-
<br />- -
<br />POLE & OVERHEAD LINE
<br />6.t O
<br />Fcs �s
<br />x
<br />,
<br />i1
<br />-55--S-
<br />SANITARY SEVIER
<br />= - :
<br />_
<br />CURB, GUTTER &SSSIIDEWALK.S
<br />o
<br />T
<br />C C
<br />SS CLEANOUT
<br />__/: _ 1, _
<br />CONCRETE DRIVDI AY
<br />l
<br />SANITARY SOWER SERVICE�
<br />%,-
<br />�Y _'//:
<br />WHEELCTAIR MAP
<br />Q c e ^
<br />-W -
<br />--w
<br />WATER
<br />ZT'
<br />MONUMENTS
<br />WATER VALVE
<br />_ u _
<br />+
<br />SIRK;LT NAME SICT4
<br />N
<br />FIRE HYDRANT
<br />X Of
<br />FENCE
<br />32. 32' /07. 74C'
<br />-�
<br />---SNC
<br />BLOW OFF
<br />TRAFFIC BARRICADES
<br />WATER METER
<br />R-1 $
<br />R -VALVE LOCATION
<br />SOP SIGN
<br />KE Y MA
<br />SERVICES
<br />I N I?E X
<br />/ COVER SHEET'
<br />243 STREET G MjolA/ G 99 O.V41 eAs&
<br />.4 SEINER 1' 1"P.R0V&1"EA1T-f
<br />S WATER .Z 02 PR O 1/,EfiEw-s
<br />6 s/T.6" GRADIA16 PAAv
<br />32. C01L)7-R/9C76R 511/9tL CO,v7,19C7 C/Ty OF STOCK -TO/✓ SERV/OR
<br />GD/✓S?RUGT/o/t/ FNG/NEER 197 937- 8279 FR/OR 7'0 ThlE
<br />PRE- C01VS7-ltUc7-1ON
<br />SAN J0AQ/1/Al COUNry
<br />PuBL/c /0F/T4r/Y sFRv/CES
<br />Rpj0R00v'FD fly:
<br />S/G,vAT�/R
<br />CAL/FOlfAlm W09rE'R
<br />sfRa/cF co.
<br />APPROVED By.
<br />y
<br />S/GNAT!/RE +' . PATE
<br />In
<br />NO. 041111
<br />*41 R CAl1f�
<br />.f/¢sr"04F FINE D/SrR/cT
<br />yr(� ti� if l ar..�tv►.. o'►..(� .
<br />SERVICES
<br />SANITARY SEWER
<br />WATER
<br />STORM DRAINAGE
<br />E110TRIC & GAS
<br />TELEPHONE
<br />FIRE
<br />CA: 800-642-2
<br />CNV: 800-227.2600-
<br />RippRodEo Br: DAT
<br />9
<br />APPROVED RY: 1�(I/
<br />� 646��
<br />l,� Gi ry 6.vG/A/-FR
<br />S/CNRTvRf A9i G/ ry OF sroctfro V
<br />PROVIDED BY
<br />CITY OF S MKTON
<br />CALIF. WATER SE,?IVICE CG.
<br />S/9,VJQ4Q0/N GOVN7Y
<br />P. G. & E.
<br />PACIFIC BELL
<br />FAs7S/OE F/RE p/sT.P/CT
<br />COVER SHEET
<br />ARMSTRONG ENGINEERING
<br />& DEVELOPMENT, LTD.
<br />3840 N. SRdtF sT.
<br />/." vEGRs /vv 8940/
<br />7oz) t2O.7'Y20
<br />?✓ �l• /�cENo, 09161E
<br />/r! S- 9/- / 6 Po*R CEI S / - 41L
<br />pR TE : 4-22-96
<br />vEPflRTin�/Ta f=Pdv� �c Wa7r; s
<br />,519/4/ ralQvmv GOUNTyi Cf'L /F
<br />G9LF. .9S-.ENO41A-1 DN TE: 12 �O-
<br />RcEn>o; �/ZS
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