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<br />_ O � � 1� BFP
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<br />I �
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<br />1 y E5 l
<br />REFER TO AMS ASSOCIATES
<br />W2 I-i.�
<br />PLANS FOR COORDINATION ? �. ��
<br />€ AND CONSTRUCTION OF
<br />OVERALL SHOPPING CENTER ; F a ,_ ...
<br />SHOPS j
<br />i 3
<br />S f L ' S
<br />SCALE: 1"=20'-O"
<br />20 0 20 40
<br />Legend:
<br />General Notes:
<br />1 _ BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION SHOWN IS BY OTHERS_ EDA
<br />ASSUMES NO RESPONSIBILITY FOR PRIOR SURVEYS, EASEMENTS, DOCUMENTS,
<br />ETC., RELATING TO THIS PROPERTY, OR ENCROACHMENTS INCLUDING, BUT NOT
<br />LIMITED TO, WALLS, FENCES, BUILDINGS, TREES OR UTILITIES.
<br />2. THE CONTRACTOR SHALL VERIFY EXISTING GRADES AS SHOWN HEREON PRIOR TO
<br />COMMENCEMENT OF CONSTRUCTION. IF SIGNIFICANT DISCREPANCIES EXIST
<br />BETWEEN "AS -BUILT" INFORMATION AS SHOWN HEREON AND FIELD CONDITIONS
<br />THEN THE CONTRACTOR SHALL STOP ALL SURFACE WORK AND CONTACT THE
<br />DESIGN ENGINEER FOR REVISIONS.
<br />3. THESE PLANS REFERENCE THE CIVIL PLANS FOR EVERGREEN-MORADA RANCH
<br />RETAIL CENTER, BY:
<br />AMS ASSOCIATES, INC.
<br />1350 TREAT BOULEVARD, SUITE 250
<br />WALNUT CREEK, CA 94596
<br />TELEPHONE: (925) 943-2777
<br />FAX: (925) 943-2778
<br />DIAL TOLL FREE
<br />1-800-2272600
<br />AT LEAST TWO DAYS
<br />BEFORE YOU DIG
<br />UNDERGROUND SERVICE ALERT OF CALIFORNIA
<br />DRAINAGE KEY:
<br />20 INSTALL THREE (3) CARTRIDGE "STORMWATER MANAGEMENT" ASSEMBLY PER DETAIL 1,
<br />SHEET C4-2.
<br />21 CONSTRUCT "CHRISTY" U21 CATCH BASIN WI TRAFFIC RATED GRATE (OR APPROVED EQUAL)
<br />PER DETAIL 2, SHEET C4-2
<br />22 CONSTRUCT "CHRISTY" U21 CATCH BASIN W/ BOLT DOWN LID (OR APPROVED EQUAL) PER
<br />DETAIL 2, SHEET C4-2
<br />23 CONSTRUCT PRIVATE 12" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />24 CONSTRUCT 8" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS AND
<br />SPECIFICATIONS
<br />25 CONSTRUCT 8" PVC SDR35 STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />26 CONSTRUCT 4" PVC STORM DRAIN FROM TRENCH DRAIN
<br />27 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM KIOSK ROOF DRAINIDOWNSPOUT TO 8" PVC
<br />SDR35 STORM DRAW
<br />28 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM CANOPY DOWNSPOUT TO 8" PVC SDR35
<br />STORM DRAIN
<br />29 CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 5, SHEET C4-1
<br />30 INSTALL 6" "ALHAMBRA FOUNDRY COMPANY" TRENCH DRAIN WITH GRATE, TYPE 'A-2446'
<br />31 INSTALL 10" "NDS" ROUND CATCH BASIN #10605 ON 8" PVC RISER
<br />UTILITY KEY:
<br />SEWER
<br />S1 CONSTRUCT 6" PVC SEWER SERVICE - CONNECT TO SANITARY SEWER MANHOLE (AS SHOWN)
<br />52 CONSTRUCT 4"C-0. TO GRADE PER CITY OF STOCKTON STANDARD DRAWING No. 64
<br />(NATER
<br />W1 CONSTRUCT 1-112" PVC WATER SERVICE TO KIOSKICAR WASH AND CONNECTTO WATER
<br />LINE AS SHOWN
<br />W2 CONSTRUCT 314" PVC WATER LINE TO AIRIWATER SERVICE UNIT PER CITY OF STOCKTON
<br />STANDARD DRAWINGS AND SPECIFICATIONS
<br />W3 CONSTRUCT 314" PVC WATER LINE TO SINK AT CANOPY PER CITY OF STOCKTON
<br />STANDARD DRAWINGS AND SPECIFICATIONS
<br />W4 CONSTRUCT WATER LINE UTILITY BOX PER DETAIL 2, SHEET C4-1
<br />ELECTRICAL
<br />Ei ELECTRICAL TRANSFORMER PAD PER PG&E REQUIREMENTS
<br />E2 CONSTRUCT (2) 5" CONDUIT FOR 600 AMP, 120-208V, 3-PHASE 4 -WIRE ELECTRICAL SERVICE
<br />TO KIOSK PER PG&E PLANS
<br />E3 CONSTRUCT (1) 314" PVC CONDUIT FOR ELECTRIC SERVICE TO AIRIWATER UNIT
<br />OE4
<br />CONSTRUCT R T 2 1" PVC CONDUIT FOR SERVICE TO PRICING SIGN
<br />E5 PROVIDE (1) 314" PVC CONDUIT FOR THE VENT RISER ASSEMBLY, SEE TANK INSTALLATION
<br />DRAWINGS FOR ELECTRICAL WIRING REQUIREMENTS
<br />E6
<br />PROVIDE 1 314" CONDUIT WITH PULL ROPES FOR FUTURE USE AT VENT RISER
<br />E7 PROVIDE (1) 3/4" PVC CONDUIT FOR THE EMERGENCY PUMP SHUT OFF SWITCH STATION, SEE
<br />TANK INSTALLATION DRAWINGS FOR ELECTRICAL WIRING REQUIREMENTS
<br />E8 CONSTRUCT (1) 3/4" PVC CONDUIT FOR ELECTRIC SERVICE TO LIGHT STANDARD
<br />E9 CONSTRUCT ELECTRICAL VAULT PER ELECTRICAL DRAWINGS
<br />E10 CONSTRUCT (2) 1" PVC CONDUIT FOR ELECTRIC SERVICE TO CAR WASH ENTRANCE SYSTEM
<br />011 CONSTRUCT (1) 3/4" PVC CONDUIT FOR ELECTRIC SERVICE TO VACUUM STATION
<br />Utility Plan Notes:
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON ALL SHEETS OF THE
<br />PLANS.
<br />2. ALL WORK SHOWN ON THESE PLANS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND
<br />COMPATIBILITY TO THE EXISTING BUILDING SITE. ANY DISCREPANCIES AND UNEXPECTED
<br />CONDITIONS THAT EFFECT OR CHANGE THE WORK DESCRIBED HEREIN SHALL BE BROUGHT TO
<br />THE OWNER'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF
<br />DISCREPANCY UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
<br />TO PROCEED, HE SHALL DO SO AT HIS OWN EXPENSE.
<br />3. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AND INSTALLED PER THE LATEST VERSION OF THE
<br />STANDARDS, SPECIFICATIONS, AND ORDINANCES OF THE CITY OF STOCKTON AND THE UNIFORM
<br />BUILDING CODE, LATEST EDITION.
<br />4. THE DECISION OF THE CITY BUILDING OFFICIAL SHALL BE FINAL REGARDING SPECIFIC STANDARDS
<br />THAT SHALL APPLY AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY BUILDING
<br />OFFICIAL.
<br />5. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDING
<br />DEPARTMENT. THE CITY OF STOCKTON SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR
<br />NOTIFICATION TO THE CITY BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE DONE AT THE
<br />CONTRACTORS AND/OR OWNERS OWN RISK.
<br />6. ALL UTILITIES SHOWN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS
<br />AND KNOWLEDGE. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />THE LOCATION OF ALL UNDER GROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING
<br />SAME DURING THE COURSE OF CONSTRUCTION.
<br />7_ IF EXISTING UTILITIES ARE DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK, CONTRACTOR
<br />SHALL REPLACE OR REPAIR SAID DAMAGE AT NO COST TO THE OWNER.
<br />8. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE CITY
<br />OF STOCKTON, ITS' OFFICIALS, THE ARCHITECT, THE ENGINEER, AND THE OWNER SHALL NOT BE
<br />HELD RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS,
<br />9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT, AT 1.800.227.2600,
<br />FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION (GOVERNMENT CODE SECTION
<br />421614217).
<br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE AGENCY FOR THE
<br />LOCATION OF ALL UNDERGROUND FACILITIES.
<br />11. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING SO AS TO BE PLAINLY VISIBLE AND
<br />CLEARLY LEGIBLE FROM THE FRONTAGE STREET, NUMBER SHALL BE A MINIMUM OF 6 INCHES IN
<br />HEIGHT AND SHALL BE DISPLAYED ON A CONTRASTING BACKGROUND.
<br />12. GAS METERS, ELECTRIC UTILITIES ANDIOR ANY PART OF A FIRE PROTECTION WATER SYSTEM
<br />SUBJECT TO VEHICULAR DAMAGE SHALL BE PROVIDED WITH IMPACT PROTECTION. FIRE
<br />EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED IN SUCH LOCATIONS AS MAY BE
<br />DETERMINED BY THE FIRE MARSHALL. PORTABLE FIRE EXTINGUISHER SHALL HAVE A MINIMUM
<br />RATING OF 2A-10BC. SEE SHEET CA1-1 FOR ACTUAL LOCATION OF FIRE EXTINGUISHER(S).
<br />13. PRIOR TO WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL SECURE AN
<br />ENCROACHMENT PERMIT FROM THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT,
<br />14. ALL PARKING LOT CONDUITS SHALL HAVE A MINIMUM COVER OF 24 INCHES PER NEC. 300-5 (9) Ex.
<br />3_ ALL ELECTRICAL UTILITY INSTALLATIONS SHALL COMPLY WITH ARTICLE 514-5 OF THE NEC.
<br />LATEST EDITION_ ALL UTILITY TRENCH SECTIONS AND BACKFILL SHALL CONFORM TO THE CITY OF
<br />STOCKTON STANDARDS & SPECIFICATIONS AND/OR RECOMMENDATIONS CONTAINED IN THE SOILS
<br />REPORT, WHICH EVER IS MORE STRICT.
<br />15. SAWCUT OF EXISTING PAVEMENT SHALL BE ALONG A NEAT VERTICAL LINE PARALLEL TO THE
<br />UTILITY WHERE POSSIBLE AS DIRECTED BY THE ENGINEER OF WORK. REPLACEMENT PAVEMENT
<br />SECTION SHALL BE IN KIND ANDIOR PER CITY OF STOCKTON STANDARDS AND SPECIFICATIONS.
<br />N} 1:; l. I.
<br />YY�
<br />1-
<br />500 WEST CAPITOL AVENUE
<br />WEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />A
<br />A
<br />A
<br />design
<br />professionals
<br />civil engineers . land surveyors s land planners
<br />1998 sante barbara st . san lugs ohispo, ca 43401
<br />ph: 8051549-8658 • email: eda@edainc.com
<br />OVESS I
<br />Lic. No_ 26,431
<br />Expires 3131106
<br />Of=L
<br />CA
<br />SHEET TITLE
<br />UTILITY PLAN
<br />PROJECT NAME
<br />RALEY'S #356
<br />FUEL CENTER
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />PROJECT NO.
<br />2.3208.000
<br />DRAWN BY
<br />SCALE
<br />AS SHOWN
<br />E] DATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />U2-1
<br />SHEET OF
<br />d
<br />uj SAWCUT
<br />LINE
<br />- -- . — . NEW SEWER LINE
<br />z
<br />O
<br />U)
<br />0
<br />PROJECT BOUNDARY & ROW
<br />EXISTING SEWER LINE
<br />X
<br />w
<br />w
<br />:7 n_
<br />LOT LINE & ROW
<br />NEW STORM DRAIN .. ..
<br />FIRE HYDRANT
<br />EASEMENT
<br />EXISTING STORM DRAIN r � .......,_.,�. __...__T ae._ ___• _ ._r-.,._ ,...,,r -,.
<br />WATER VALVE
<br />e
<br />WATER METER
<br />a
<br />CENTERLINE -
<br />- NEW GAS LINE
<br />WATER BLOWOFF
<br />NEW FENCE CHAIN -
<br />G U - EXISTING GAS LINE - ._._
<br />CLEANOUT
<br />%%
<br />w
<br />EXISTING FENCE CHAIN
<br />NEW WIRE LINE
<br />MANHOLE
<br />O-
<br />NEW FENCE WIRE
<br />X - X - X EXISTING WIRE LINE
<br />ROAD MONUMENT
<br />•
<br />EXISTING FENCE WIRE
<br />-.-_.._ _.. _ _ __..- _ _. _ PATH OF TRAVEL - - - - - - ---- ---- ------ - - ----- - - ----
<br />JUNCTION POLE
<br />UTILITY GUY
<br />NEW FENCE WOOD
<br />❑ ❑
<br />STREET LIGHT
<br />E
<br />EXISTING FENCE WOOD -
<br />517E LIGHT
<br />`....
<br />❑ o
<br />...'
<br />EXISTING WALL
<br />STREET SIGN
<br />i
<br />NEW WALL
<br />TRANSFORMER
<br />®
<br />NEW WATERLINE
<br />-
<br />EXISTING WATERLINE ..:.__N......,.......,,...,..._..
<br />...,:.._....:,.:.._w.�....,-.,._ _,.a,... -._s_..,...__._.,.. -__
<br />WIRE P U LL BOXES
<br />DIAL TOLL FREE
<br />1-800-2272600
<br />AT LEAST TWO DAYS
<br />BEFORE YOU DIG
<br />UNDERGROUND SERVICE ALERT OF CALIFORNIA
<br />DRAINAGE KEY:
<br />20 INSTALL THREE (3) CARTRIDGE "STORMWATER MANAGEMENT" ASSEMBLY PER DETAIL 1,
<br />SHEET C4-2.
<br />21 CONSTRUCT "CHRISTY" U21 CATCH BASIN WI TRAFFIC RATED GRATE (OR APPROVED EQUAL)
<br />PER DETAIL 2, SHEET C4-2
<br />22 CONSTRUCT "CHRISTY" U21 CATCH BASIN W/ BOLT DOWN LID (OR APPROVED EQUAL) PER
<br />DETAIL 2, SHEET C4-2
<br />23 CONSTRUCT PRIVATE 12" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />24 CONSTRUCT 8" PVC STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS AND
<br />SPECIFICATIONS
<br />25 CONSTRUCT 8" PVC SDR35 STORM DRAIN PER CITY OF STOCKTON STANDARD DRAWINGS
<br />AND SPECIFICATIONS
<br />26 CONSTRUCT 4" PVC STORM DRAIN FROM TRENCH DRAIN
<br />27 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM KIOSK ROOF DRAINIDOWNSPOUT TO 8" PVC
<br />SDR35 STORM DRAW
<br />28 CONSTRUCT 3" PVC SDR35 STORM DRAIN FROM CANOPY DOWNSPOUT TO 8" PVC SDR35
<br />STORM DRAIN
<br />29 CONSTRUCT STORM DRAIN CLEAN OUT PER DETAIL 5, SHEET C4-1
<br />30 INSTALL 6" "ALHAMBRA FOUNDRY COMPANY" TRENCH DRAIN WITH GRATE, TYPE 'A-2446'
<br />31 INSTALL 10" "NDS" ROUND CATCH BASIN #10605 ON 8" PVC RISER
<br />UTILITY KEY:
<br />SEWER
<br />S1 CONSTRUCT 6" PVC SEWER SERVICE - CONNECT TO SANITARY SEWER MANHOLE (AS SHOWN)
<br />52 CONSTRUCT 4"C-0. TO GRADE PER CITY OF STOCKTON STANDARD DRAWING No. 64
<br />(NATER
<br />W1 CONSTRUCT 1-112" PVC WATER SERVICE TO KIOSKICAR WASH AND CONNECTTO WATER
<br />LINE AS SHOWN
<br />W2 CONSTRUCT 314" PVC WATER LINE TO AIRIWATER SERVICE UNIT PER CITY OF STOCKTON
<br />STANDARD DRAWINGS AND SPECIFICATIONS
<br />W3 CONSTRUCT 314" PVC WATER LINE TO SINK AT CANOPY PER CITY OF STOCKTON
<br />STANDARD DRAWINGS AND SPECIFICATIONS
<br />W4 CONSTRUCT WATER LINE UTILITY BOX PER DETAIL 2, SHEET C4-1
<br />ELECTRICAL
<br />Ei ELECTRICAL TRANSFORMER PAD PER PG&E REQUIREMENTS
<br />E2 CONSTRUCT (2) 5" CONDUIT FOR 600 AMP, 120-208V, 3-PHASE 4 -WIRE ELECTRICAL SERVICE
<br />TO KIOSK PER PG&E PLANS
<br />E3 CONSTRUCT (1) 314" PVC CONDUIT FOR ELECTRIC SERVICE TO AIRIWATER UNIT
<br />OE4
<br />CONSTRUCT R T 2 1" PVC CONDUIT FOR SERVICE TO PRICING SIGN
<br />E5 PROVIDE (1) 314" PVC CONDUIT FOR THE VENT RISER ASSEMBLY, SEE TANK INSTALLATION
<br />DRAWINGS FOR ELECTRICAL WIRING REQUIREMENTS
<br />E6
<br />PROVIDE 1 314" CONDUIT WITH PULL ROPES FOR FUTURE USE AT VENT RISER
<br />E7 PROVIDE (1) 3/4" PVC CONDUIT FOR THE EMERGENCY PUMP SHUT OFF SWITCH STATION, SEE
<br />TANK INSTALLATION DRAWINGS FOR ELECTRICAL WIRING REQUIREMENTS
<br />E8 CONSTRUCT (1) 3/4" PVC CONDUIT FOR ELECTRIC SERVICE TO LIGHT STANDARD
<br />E9 CONSTRUCT ELECTRICAL VAULT PER ELECTRICAL DRAWINGS
<br />E10 CONSTRUCT (2) 1" PVC CONDUIT FOR ELECTRIC SERVICE TO CAR WASH ENTRANCE SYSTEM
<br />011 CONSTRUCT (1) 3/4" PVC CONDUIT FOR ELECTRIC SERVICE TO VACUUM STATION
<br />Utility Plan Notes:
<br />1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS SHOWN ON ALL SHEETS OF THE
<br />PLANS.
<br />2. ALL WORK SHOWN ON THESE PLANS SHALL BE VERIFIED FOR DIMENSION, GRADE, EXTENT AND
<br />COMPATIBILITY TO THE EXISTING BUILDING SITE. ANY DISCREPANCIES AND UNEXPECTED
<br />CONDITIONS THAT EFFECT OR CHANGE THE WORK DESCRIBED HEREIN SHALL BE BROUGHT TO
<br />THE OWNER'S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF
<br />DISCREPANCY UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
<br />TO PROCEED, HE SHALL DO SO AT HIS OWN EXPENSE.
<br />3. ALL IMPROVEMENTS SHALL BE CONSTRUCTED AND INSTALLED PER THE LATEST VERSION OF THE
<br />STANDARDS, SPECIFICATIONS, AND ORDINANCES OF THE CITY OF STOCKTON AND THE UNIFORM
<br />BUILDING CODE, LATEST EDITION.
<br />4. THE DECISION OF THE CITY BUILDING OFFICIAL SHALL BE FINAL REGARDING SPECIFIC STANDARDS
<br />THAT SHALL APPLY AND ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE CITY BUILDING
<br />OFFICIAL.
<br />5. NO CONSTRUCTION SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CITY BUILDING
<br />DEPARTMENT. THE CITY OF STOCKTON SHALL BE NOTIFIED AT LEAST 24 HOURS PRIOR TO
<br />STARTING CONSTRUCTION. ANY CONSTRUCTION DONE WITHOUT APPROVED PLANS OR PRIOR
<br />NOTIFICATION TO THE CITY BUILDING DEPARTMENT WILL BE REJECTED AND WILL BE DONE AT THE
<br />CONTRACTORS AND/OR OWNERS OWN RISK.
<br />6. ALL UTILITIES SHOWN ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS
<br />AND KNOWLEDGE. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
<br />THE LOCATION OF ALL UNDER GROUND UTILITIES AND OTHER FACILITIES AND FOR PROTECTING
<br />SAME DURING THE COURSE OF CONSTRUCTION.
<br />7_ IF EXISTING UTILITIES ARE DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK, CONTRACTOR
<br />SHALL REPLACE OR REPAIR SAID DAMAGE AT NO COST TO THE OWNER.
<br />8. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE INDUSTRIAL SAFETY REGULATIONS. THE CITY
<br />OF STOCKTON, ITS' OFFICIALS, THE ARCHITECT, THE ENGINEER, AND THE OWNER SHALL NOT BE
<br />HELD RESPONSIBLE FOR ENFORCING SAFETY REGULATIONS,
<br />9. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICES ALERT, AT 1.800.227.2600,
<br />FORTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION (GOVERNMENT CODE SECTION
<br />421614217).
<br />10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE APPROPRIATE AGENCY FOR THE
<br />LOCATION OF ALL UNDERGROUND FACILITIES.
<br />11. ADDRESS NUMBERS SHALL BE POSTED ON THE BUILDING SO AS TO BE PLAINLY VISIBLE AND
<br />CLEARLY LEGIBLE FROM THE FRONTAGE STREET, NUMBER SHALL BE A MINIMUM OF 6 INCHES IN
<br />HEIGHT AND SHALL BE DISPLAYED ON A CONTRASTING BACKGROUND.
<br />12. GAS METERS, ELECTRIC UTILITIES ANDIOR ANY PART OF A FIRE PROTECTION WATER SYSTEM
<br />SUBJECT TO VEHICULAR DAMAGE SHALL BE PROVIDED WITH IMPACT PROTECTION. FIRE
<br />EXTINGUISHERS SHALL BE INSTALLED AND MAINTAINED IN SUCH LOCATIONS AS MAY BE
<br />DETERMINED BY THE FIRE MARSHALL. PORTABLE FIRE EXTINGUISHER SHALL HAVE A MINIMUM
<br />RATING OF 2A-10BC. SEE SHEET CA1-1 FOR ACTUAL LOCATION OF FIRE EXTINGUISHER(S).
<br />13. PRIOR TO WORKING IN THE PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL SECURE AN
<br />ENCROACHMENT PERMIT FROM THE CITY OF STOCKTON PUBLIC WORKS DEPARTMENT,
<br />14. ALL PARKING LOT CONDUITS SHALL HAVE A MINIMUM COVER OF 24 INCHES PER NEC. 300-5 (9) Ex.
<br />3_ ALL ELECTRICAL UTILITY INSTALLATIONS SHALL COMPLY WITH ARTICLE 514-5 OF THE NEC.
<br />LATEST EDITION_ ALL UTILITY TRENCH SECTIONS AND BACKFILL SHALL CONFORM TO THE CITY OF
<br />STOCKTON STANDARDS & SPECIFICATIONS AND/OR RECOMMENDATIONS CONTAINED IN THE SOILS
<br />REPORT, WHICH EVER IS MORE STRICT.
<br />15. SAWCUT OF EXISTING PAVEMENT SHALL BE ALONG A NEAT VERTICAL LINE PARALLEL TO THE
<br />UTILITY WHERE POSSIBLE AS DIRECTED BY THE ENGINEER OF WORK. REPLACEMENT PAVEMENT
<br />SECTION SHALL BE IN KIND ANDIOR PER CITY OF STOCKTON STANDARDS AND SPECIFICATIONS.
<br />N} 1:; l. I.
<br />YY�
<br />1-
<br />500 WEST CAPITOL AVENUE
<br />WEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />A
<br />A
<br />A
<br />design
<br />professionals
<br />civil engineers . land surveyors s land planners
<br />1998 sante barbara st . san lugs ohispo, ca 43401
<br />ph: 8051549-8658 • email: eda@edainc.com
<br />OVESS I
<br />Lic. No_ 26,431
<br />Expires 3131106
<br />Of=L
<br />CA
<br />SHEET TITLE
<br />UTILITY PLAN
<br />PROJECT NAME
<br />RALEY'S #356
<br />FUEL CENTER
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />PROJECT NO.
<br />2.3208.000
<br />DRAWN BY
<br />SCALE
<br />AS SHOWN
<br />E] DATE
<br />23 JUNE 2005
<br />PAGE NO.
<br />U2-1
<br />SHEET OF
<br />
|