|
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<br />nnOQ I
<br />�L JJ
<br />PG&E
<br />AT&T
<br />G
<br />-TELE - TELE - TELE
<br />UTILITY LEGEND:
<br />SSMH
<br />RIM 20.31
<br />INV -2.5912"N
<br />INV -2.7412"S
<br />I \ '
<br />Oy
<br />I
<br />0
<br />I '
<br />I
<br />i
<br />33 3 _---- ------ ------ 3
<br />-
<br />T11
<br />8°W 8"
<br />2 2 2
<br />4- T& AT&T - i AT&T - AT&T- - AT&T AT&T -1 AT&T
<br />1+00 2+00 3+00
<br />�LL
<br />3 o] do SANGUINETTI LN. `-`J
<br />1 cocci
<br />1 -co CO
<br />UT�L _
<br />- -PG&E
<br />___ -_
<br />AT&T -
<br />-
<br />TBrT PGELEC -----AT&T--PG&E
<br />ELEC
<br />-G ----
<br />PG&E
<br />= &T -
<br />6
<br />®
<br />PROPOSED DRAIN INLET
<br />SD
<br />w
<br />G
<br />G G
<br />SHUT OFF VALVE
<br />G
<br />8
<br />117LF@S=0.003
<br />PROPOSED FIRE DEPARTMENT CONNECTION
<br />FW
<br />- - -
<br />- - -
<br />- - - - -
<br />-OFFSITE SCOPE-
<br />- - - - - -
<br />w w 1
<br />4
<br />0
<br />PROPOSED BACKFLOW PREVENTION DEVICE
<br />UTIL
<br />PROPOSED FIRE HYDRANT LINE
<br />0
<br />EXISTING MANHOLE
<br />PROPOSED PROPERTY LINE 7
<br />PROPOSED IRRIGATION LINE
<br />5
<br />ri
<br />EXISTING UTILITY BOX/VAULT
<br />SD
<br />5
<br />ONSITE SCOPE
<br />SS
<br />8„FW
<br />O
<br />0
<br />®
<br />EXISTING STORM DRAIN INLET
<br />45 F N Jco
<br />co
<br />J�
<br />OH -
<br />m ,�
<br />J m
<br />co
<br />r
<br />AT&T -
<br />`n
<br />PROPERTY LINE
<br />63LF
<br />FF=20.50
<br />TRANS
<br />„
<br />� FS
<br />6"FS
<br />��
<br />6"FS
<br />46LF
<br />5LF@S=0.010
<br />SDDI 2
<br />SDDI 3
<br />38LF
<br />RIM 19.93
<br />RIM 19.93
<br />L �,
<br />INV 15.5312"N
<br />INV 15.1312"N
<br />100LF@S==0.003
<br />INV 15.4312"S
<br />100LF@S==0.003 INV 15.0312"S
<br />�
<br />I
<br />4"SS
<br />4"SS
<br />J Co 96"SD-PERF
<br />95LF@S=0.010
<br />® 100LF@S=0.010
<br />M
<br />J
<br />51 LF -
<br />-
<br />UTILITY KEY NOTES:
<br />OIINSTALL FIRE HYDRANT PER CAL WATER STANDARD DETAILS. SEE DETAIL 2, SHEET OC7.0
<br />OIINSINSTALL VALVE BOX PER CAL WATER STANDARD DETAILS. SEE DETAIL 1, SHEET OC7.0
<br />OINSTALL THRUST BLOCK AND CONNECT TO EXISTING WATER LINE PER CAL WATER
<br />STANDARD DETAILS. SEE DETAILS 3 & 4, SHEET OC7.0
<br />OINSTALL 1.5" IRRIGATION LINE
<br />OSTUB WATER LINE, SEE ONSITE PLANS FOR CONTINUATION
<br />OPROPOSED ELECTRICAL CONDUIT SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS
<br />BY OTHERS FOR FURTHER DETAIL
<br />OPROPOSED UTILITY BOX SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS BY OTHERS
<br />FOR FURTHER DETAIL
<br />ORELOCATION OF EXISTING UTILITY POLE SHOWN FOR REFERENCE ONLY, SEE PLANS BY
<br />OTHERS FOR FURTHER DETAIL
<br />UTILITY CONSTRUCTION NOTES:
<br />2
<br />SSMH
<br />RIM 21.24
<br />INV -1.4912"NE
<br />INV -1.7312"SW
<br />SS EXISTING \
<br />A&T
<br />RAILROAD TRACK
<br />INV -2.4712"
<br />INV -3.2312"SW
<br />----- a EEX-SSMH
<br />--PG& EX -RIM 18.80
<br />0
<br />PROPOSED MANHOLE
<br />SS
<br />PROPOSED SANITARY SEWER LINE
<br />®
<br />PROPOSED DRAIN INLET
<br />SD
<br />PROPOSED STORM DRAINPIPE
<br />►/
<br />SHUT OFF VALVE
<br />DW
<br />PROPOSED DOMESTIC WATER LINE
<br />117LF@S=0.003
<br />PROPOSED FIRE DEPARTMENT CONNECTION
<br />FW
<br />PROPOSED FIRE WATER LINE
<br />®
<br />PROPOSED FIRE HYDRANT
<br />FS
<br />PROPOSED FIRE SERVICE LINE
<br />0
<br />PROPOSED BACKFLOW PREVENTION DEVICE
<br />FH
<br />PROPOSED FIRE HYDRANT LINE
<br />0
<br />EXISTING MANHOLE
<br />IRR
<br />PROPOSED IRRIGATION LINE
<br />ri
<br />EXISTING UTILITY BOX/VAULT
<br />SD
<br />EXISTING STORM DRAIN PIPE
<br />EXISTING STORM DRAIN CATCH BASIN
<br />SS
<br />EXISTING SANITARY SEWER PIPE
<br />O
<br />0
<br />®
<br />EXISTING STORM DRAIN INLET
<br />EXISTING WATER LINE
<br />OH -
<br />EXISTING OVERHEAD LINE
<br />AT&T -
<br />EXISTING AT&T LINE
<br />Know what's below.
<br />PG&E -
<br />EXISTING PG&E LINE
<br />Cal I before you dig.
<br />UTILITY KEY NOTES:
<br />OIINSTALL FIRE HYDRANT PER CAL WATER STANDARD DETAILS. SEE DETAIL 2, SHEET OC7.0
<br />OIINSINSTALL VALVE BOX PER CAL WATER STANDARD DETAILS. SEE DETAIL 1, SHEET OC7.0
<br />OINSTALL THRUST BLOCK AND CONNECT TO EXISTING WATER LINE PER CAL WATER
<br />STANDARD DETAILS. SEE DETAILS 3 & 4, SHEET OC7.0
<br />OINSTALL 1.5" IRRIGATION LINE
<br />OSTUB WATER LINE, SEE ONSITE PLANS FOR CONTINUATION
<br />OPROPOSED ELECTRICAL CONDUIT SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS
<br />BY OTHERS FOR FURTHER DETAIL
<br />OPROPOSED UTILITY BOX SHOWN FOR REFERENCE ONLY, SEE ELECTRICAL PLANS BY OTHERS
<br />FOR FURTHER DETAIL
<br />ORELOCATION OF EXISTING UTILITY POLE SHOWN FOR REFERENCE ONLY, SEE PLANS BY
<br />OTHERS FOR FURTHER DETAIL
<br />UTILITY CONSTRUCTION NOTES:
<br />2
<br />SSMH
<br />RIM 21.24
<br />INV -1.4912"NE
<br />INV -1.7312"SW
<br />SS EXISTING \
<br />A&T
<br />RAILROAD TRACK
<br />INV -2.4712"
<br />INV -3.2312"SW
<br />----- a EEX-SSMH
<br />--PG& EX -RIM 18.80
<br />1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT
<br />SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN COUNTY AND CITY OF STOCKTON
<br />STANDARD SPECIFICATIONS (LATEST EDITION) AND THE CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION).
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS,
<br />APPROVALS AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT
<br />3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UNDERGROUND UTILITIES AND
<br />DRAINAGE SYSTEMS WHETHER SHOWN ON PLANS OR NOT.
<br />4. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
<br />5. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, CITY PUBLIC SERVICE MUST
<br />MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND
<br />WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA.
<br />6. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK SHALL BE REMOVED FROM
<br />THE SITE BY THE CONTRACTOR, AT HIS EXPENSE.
<br />7. EXTREME CAUTION SHALL BE USED WHEN NEAR PG&E FACILITIES. EXACT DEPTH AND
<br />LOCATION OF PG&E GAS MAIN UNKNOWN
<br />8. WATER SERVICES NOT USED SHALL BE REMOVED AT THE MAIN. CONTRACTOR SHALL OBTAIN
<br />ENCROACHMENT PERMIT FROM CALWATER AND SAN JOAQUIN COUNTY FOR THIS WORK.
<br />9. PROVIDE AN 18 GAUGE (BLUE) TRACER WIRE WITH SITE PVC PIPING
<br />EX -INV -4.0012"NE /
<br />P -INV 12.70 4"NW
<br />�EX-INV -4.9012"SW \
<br />�y
<br />F�
<br />\ O
<br />\ rsss PROPERTY LINE \ \
<br />37LF \ SANITARY SEWER
<br />8"FW 8TW EASEMENT
<br />18LF \
<br />EXISTING UTILITIES:
<br />1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD MAPS
<br />OBTAINED FORM UTILITY COMPANIES.
<br />2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR UNDERGROUND
<br />FACILITIES PRIOR TO EXCAVATION.
<br />3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF UNDETECTED UNDERGROUND UTILITIES. ALSO, THE CONTRACTOR MUST ALLOW FOR
<br />CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS. THE CONTRACTOR IS
<br />RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS PRIOR TO CONSTRUCTION.
<br />4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF UTILITIES
<br />MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE
<br />LINES AS REQUIRED FOR CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY THE CONTRACTOR TO
<br />EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS EXPENSE.
<br />TRENCH EXCAVATION SAFETY PROTECTION:
<br />CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN /
<br />GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND ANY AVAILABLE
<br />GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN
<br />ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS, AND /
<br />OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S
<br />IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND / OR PROCEDURES SHALL PROVIDE FOR ADEQUATE
<br />TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
<br />EXCAVATIONS, SPECIFICALLY, CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
<br />SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS
<br />GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
<br />■
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />■ STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />UTILITY PLAN
<br />Proj Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />0' 10' 20' 40' SHEET:
<br />SCALE: V=20' 005mO
<br />1 6 OF: 9
<br />�"
<br />W J
<br />�M
<br />J
<br />12"SD INV 14.60 /
<br />4"SS INV 13.2/6
<br />117LF@S=0.003
<br />1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THIS CONTRACT
<br />SHALL CONFORM TO ALL APPLICABLE SAN JOAQUIN COUNTY AND CITY OF STOCKTON
<br />STANDARD SPECIFICATIONS (LATEST EDITION) AND THE CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION).
<br />2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS, TESTS,
<br />APPROVALS AND ACCEPTANCES REQUIRED TO COMPLETE CONSTRUCTION OF THIS PROJECT
<br />3. CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UNDERGROUND UTILITIES AND
<br />DRAINAGE SYSTEMS WHETHER SHOWN ON PLANS OR NOT.
<br />4. ALL UTILITIES SHALL BE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION.
<br />5. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, CITY PUBLIC SERVICE MUST
<br />MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND
<br />WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA.
<br />6. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK SHALL BE REMOVED FROM
<br />THE SITE BY THE CONTRACTOR, AT HIS EXPENSE.
<br />7. EXTREME CAUTION SHALL BE USED WHEN NEAR PG&E FACILITIES. EXACT DEPTH AND
<br />LOCATION OF PG&E GAS MAIN UNKNOWN
<br />8. WATER SERVICES NOT USED SHALL BE REMOVED AT THE MAIN. CONTRACTOR SHALL OBTAIN
<br />ENCROACHMENT PERMIT FROM CALWATER AND SAN JOAQUIN COUNTY FOR THIS WORK.
<br />9. PROVIDE AN 18 GAUGE (BLUE) TRACER WIRE WITH SITE PVC PIPING
<br />EX -INV -4.0012"NE /
<br />P -INV 12.70 4"NW
<br />�EX-INV -4.9012"SW \
<br />�y
<br />F�
<br />\ O
<br />\ rsss PROPERTY LINE \ \
<br />37LF \ SANITARY SEWER
<br />8"FW 8TW EASEMENT
<br />18LF \
<br />EXISTING UTILITIES:
<br />1. EXISTING UTILITY DATA SHOWN ON THIS LAYOUT WAS OBTAINED FROM A SURVEY OF THE VISIBLE FEATURES AT THE SITE AND PUBLIC RECORD MAPS
<br />OBTAINED FORM UTILITY COMPANIES.
<br />2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES WITHIN 48 HOURS PRIOR OF CONSTRUCTION TO LOCATE AND TAG THEIR UNDERGROUND
<br />FACILITIES PRIOR TO EXCAVATION.
<br />3. THE CONTRACTOR NEEDS TO ALLOW FOR THE POSSIBILITY OF UNDETECTED UNDERGROUND UTILITIES. ALSO, THE CONTRACTOR MUST ALLOW FOR
<br />CHANGES DUE TO UTILITIES BEING IN LOCATIONS DIFFERENT FROM THOSE SHOWN ON THE UTILITY RECORD DRAWINGS. THE CONTRACTOR IS
<br />RESPONSIBLE FOR LOCATING AND EXPOSING CONFLICTS PRIOR TO CONSTRUCTION.
<br />4. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF UTILITIES
<br />MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE
<br />LINES AS REQUIRED FOR CONSTRUCTION AND NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY THE CONTRACTOR TO
<br />EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS OR NOT, SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS EXPENSE.
<br />TRENCH EXCAVATION SAFETY PROTECTION:
<br />CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL DESIGN /
<br />GEOTECHNICAL / SAFETY / EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND ANY AVAILABLE
<br />GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT WORK AREA IN
<br />ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS, AND /
<br />OR PROCEDURES FOR THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR'S
<br />IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS AND / OR PROCEDURES SHALL PROVIDE FOR ADEQUATE
<br />TRENCH EXCAVATION SAFETY PROTECTION THAT COMPLY WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH
<br />EXCAVATIONS, SPECIFICALLY, CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR
<br />SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS
<br />GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.
<br />■
<br />SIEGFRIED
<br />3428 Brookside Road
<br />Stockton, California 95219
<br />209-943-2021
<br />Fax: 209-942-0214
<br />www.siegfriedeng.com
<br />CIVIL
<br />■ STRUCTURAL
<br />■ LANDSCAPE
<br />ARCHITECTURE
<br />■ SURVEYING
<br />■ PLANNING
<br />■ ATHLETIC
<br />FACILITY DESIGN
<br />REVISIONS
<br />No. Date Description
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />DATE SIGNED: 07/22/22
<br />SHEET TITLE
<br />UTILITY PLAN
<br />Proj Mgr AKM
<br />Drawn by ARM
<br />Date 07/22/2022
<br />Job No. 21172
<br />0' 10' 20' 40' SHEET:
<br />SCALE: V=20' 005mO
<br />1 6 OF: 9
<br />
|