|
AT&T - -
<br />SSMH
<br />RIM 20.31
<br />INV -2.5912"N
<br />INV -2.7412"S
<br />3 3
<br />--- --
<br />I II 2 I
<br />TU VY
<br />&TAT&T AT&T AT&T
<br />- - - 1+0t 2+00
<br />JJo SANGUINETTI LN
<br />C)� �M I
<br />___F1 2 S
<br />0+ 00
<br />-
<br />12"SS
<br />- _ - - - - - - - - - - - - - -
<br />PG&E - - PG&€ - - - - --G
<br />0
<br />PROPOSED MANHOLE
<br />AT&T
<br />8 -
<br />SDDI
<br />PROPOSED DRAIN INLET
<br />SD
<br />G
<br />RIM 18.80
<br />►�
<br />SHUT OFF VALVE
<br />DW
<br />PROPOSED DOMESTIC WATER LINE
<br />INV 15.80
<br />121 -vv
<br />-TELE TELE
<br />TELE
<br />w
<br />®
<br />SD INV
<br />FS
<br />1
<br />INV 16.0612"W
<br />N
<br />PROPOSED BACKFLOW PREVENTION DEVICE
<br />FH
<br />PROPOSED FIRE HYDRANT LINE
<br />SD INV ®
<br />o c
<br />IRR
<br />INV 16.061211E
<br />o,
<br />ri
<br />SDRW 1
<br />SD
<br />EXISTING STORM DRAIN PIPE
<br />RIM 20.50
<br />®
<br />EXISTING STORM DRAIN CATCH BASIN
<br />INV 16.8012"E
<br />EXISTING SANITARY SEWER PIPE
<br />O
<br />INV 16.8012"W
<br />I +
<br />PROPERTY LINE
<br />EXISTING WATER LINE
<br />SUKW 2
<br />OH
<br />RIM 20.50
<br />INV 16.7012E
<br />AT&T -
<br />EXISTING AT&T LINE
<br />INV 16.7012"W
<br />UTILITY LEGEND:
<br />'_ 1
<br />- - 2 3
<br />&T'G --&T-
<br />PG&E -
<br />AT&T - T -&T PGCE EI LEC
<br />2 2
<br />G G �\G 6 G G
<br />20LF-OFFSITE SCOPE- - - - - -
<br />8„FW 1 4 E E E U IL
<br />O O ELECTRICAL
<br />-
<br />5 5 O ELECTRICAL O o o + PROPOSED PROPERTY LINE 7
<br />TRANSFORMER
<br />ONSITE SCOPE
<br />45LFN J Cn J �
<br />00
<br />J N = CV U')`V
<br />`n 63LF I FF=20.58
<br />TFS
<br />0 67S T
<br />TFS 31 LF 5LF@S-0.010 SDDI 2 SDDI 3
<br />27LF RIM 19.76 RIM 19.76
<br />INV 15.5312"N INV 15.1312"N
<br />`V �'sl 100LF@S==0.003 INV 15.4312"S 100LF@S==0.003 INV 15.0312"S
<br />' 4"SS 4"SS
<br />N ° ° 96"SD-PERF 95LF@S=0.010 ® 100LF@S=0.010
<br />J �' °°°° 51 LF
<br />1 1-
<br />C -- - - -
<br />- - � 8„W
<br />AT&T AT&T -
<br />TI
<br />1 3+00 - -
<br />�"
<br />W J
<br />co
<br />UTILITY KEY NOTES:
<br />OINSTALL FIRE HYDRANT PER CAL WATER STANDARD DETAILS. SEE DETAIL 2, SHEET OC7.0
<br />OINSTALL VALVE BOX PER CAL WATER STANDARD DETAILS. SEE DETAIL 1, SHEET OC7.0
<br />OINSTALL THRUST BLOCK AND CONNECT TO EXISTING WATER LINE PER
<br />CAL WATER 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,
<br />SEE ELECTRICAL PLANS BY OTHERS FOR FURTHER DETAIL
<br />1 O PROPOSED UTILITY BOX SHOWN FOR REFERENCE ONLY, SEE
<br />ELECTRICAL PLANS BY OTHERS FOR FURTHER DETAIL
<br />3 O INSTALL TYPE 1 CURB INLET CATCH BASIN FOR ONSITE ROCK WELLS (FLUSH WITH GUTTER
<br />PAN) PER SAN JOAQUIN COUNTY STANDARD D -13A, SHEET OC7.1
<br />PG&E
<br />G
<br />5
<br />8°FW
<br />- 41 LF
<br />UTILITY CONSTRUCTION NOTES:
<br />ttv
<br />SSMH
<br />RIM 21.24
<br />INV -1.4912"NE
<br />INV -1.7312"SW
<br />AI, &T
<br />EXISTING
<br />RAILROAD TRACK
<br />INV -2.47 H'N
<br />INV -3.2312'SW
<br />--PG&L"w
<br />x EX-SSMH
<br />- ' EX -RIM 18.80
<br />EX -INV -4.0012"NE
<br />\ P -INV 12.70 4"NW
<br />0\
<br />O�
<br />\ 4"SS EX -INV -4.9012"SW
<br />\ 51_1=@�=0.010 \ \
<br />SSCO \
<br />`p RIM 19.00 \ \ \
<br />ATXT
<br />o�1_ INV 12.75 4"NW \ \ rss \ PROPERTY LINE \
<br />�oC X55 00 M INV 12.75 4"SE
<br />\ SANITARY SEWER
<br />12"SD INV 14.60 g"FW 8"FW EASEMENT
<br />4"SS INV 13.2/6 37LF 18LF \ '
<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 />EXISTING UTILITIES:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED A "ENCROACHMENT PERMIT PLAN SET"
<br />APPROVED FOR WORT{ WITHIN COUNTY R13HT-OF-WAY ONLY
<br />APPROVED: 2/10/24
<br />83375 DATE
<br />RCE NO.: EXP. DATE: 3/31/25
<br />ENCRoA.EHMENT PS -2201804 _ ATE 2/1124 CRH
<br />;'EHVIT NG.: IS"_.iED: Hy:
<br />1. CRIJ 1 II1l7 U I ILI IT UH I H Jr1UVVIV UIV I r11J LMT UU I VV/1J UD I MIIVCU r1'CUIVI H JUMV r - T Ur I nr_ V IJIDLC rCH I umr_o H I I nr- JI I r-/-HIVU 1"UDLIU mr-uU1'(U IVI/11 o
<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 />1 12/15/23 COUNTY
<br />COMMENTS
<br />2 01/08/24 COUNTY
<br />COMMENTS
<br />3 02/06/24 COUNTY
<br />COMMENTS
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />QRpF ESSj\
<br />No. /babL f"
<br />Exp. 12/31/24
<br />CIV'
<br />OF CA��F
<br />DATE SIGNED: 02/06/24
<br />SHEET TITLE
<br />UTILITY PLAN
<br />Proj Mgr AKM
<br />Drawn by ARM
<br />Date 02/06/2024
<br />Job No. 21172
<br />0' 10' 20' 40' SHEET:
<br />SCALE: V=20' 005mO
<br />6 OF: 9
<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 />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 />G
<br />EXISTING MANHOLE
<br />IRR
<br />PROPOSED IRRIGATION LINE
<br />ri
<br />EXISTING UTILITY BOX/VAULT
<br />SD
<br />EXISTING STORM DRAIN PIPE
<br />O
<br />®
<br />EXISTING STORM DRAIN CATCH BASIN
<br />SS
<br />EXISTING SANITARY SEWER PIPE
<br />O
<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 />OINSTALL FIRE HYDRANT PER CAL WATER STANDARD DETAILS. SEE DETAIL 2, SHEET OC7.0
<br />OINSTALL VALVE BOX PER CAL WATER STANDARD DETAILS. SEE DETAIL 1, SHEET OC7.0
<br />OINSTALL THRUST BLOCK AND CONNECT TO EXISTING WATER LINE PER
<br />CAL WATER 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,
<br />SEE ELECTRICAL PLANS BY OTHERS FOR FURTHER DETAIL
<br />1 O PROPOSED UTILITY BOX SHOWN FOR REFERENCE ONLY, SEE
<br />ELECTRICAL PLANS BY OTHERS FOR FURTHER DETAIL
<br />3 O INSTALL TYPE 1 CURB INLET CATCH BASIN FOR ONSITE ROCK WELLS (FLUSH WITH GUTTER
<br />PAN) PER SAN JOAQUIN COUNTY STANDARD D -13A, SHEET OC7.1
<br />PG&E
<br />G
<br />5
<br />8°FW
<br />- 41 LF
<br />UTILITY CONSTRUCTION NOTES:
<br />ttv
<br />SSMH
<br />RIM 21.24
<br />INV -1.4912"NE
<br />INV -1.7312"SW
<br />AI, &T
<br />EXISTING
<br />RAILROAD TRACK
<br />INV -2.47 H'N
<br />INV -3.2312'SW
<br />--PG&L"w
<br />x EX-SSMH
<br />- ' EX -RIM 18.80
<br />EX -INV -4.0012"NE
<br />\ P -INV 12.70 4"NW
<br />0\
<br />O�
<br />\ 4"SS EX -INV -4.9012"SW
<br />\ 51_1=@�=0.010 \ \
<br />SSCO \
<br />`p RIM 19.00 \ \ \
<br />ATXT
<br />o�1_ INV 12.75 4"NW \ \ rss \ PROPERTY LINE \
<br />�oC X55 00 M INV 12.75 4"SE
<br />\ SANITARY SEWER
<br />12"SD INV 14.60 g"FW 8"FW EASEMENT
<br />4"SS INV 13.2/6 37LF 18LF \ '
<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 />EXISTING UTILITIES:
<br />COUNTY OF SAN JOAQUIN
<br />DEPARTMENT OF PUBLIC WORKS
<br />APPROVED A "ENCROACHMENT PERMIT PLAN SET"
<br />APPROVED FOR WORT{ WITHIN COUNTY R13HT-OF-WAY ONLY
<br />APPROVED: 2/10/24
<br />83375 DATE
<br />RCE NO.: EXP. DATE: 3/31/25
<br />ENCRoA.EHMENT PS -2201804 _ ATE 2/1124 CRH
<br />;'EHVIT NG.: IS"_.iED: Hy:
<br />1. CRIJ 1 II1l7 U I ILI IT UH I H Jr1UVVIV UIV I r11J LMT UU I VV/1J UD I MIIVCU r1'CUIVI H JUMV r - T Ur I nr_ V IJIDLC rCH I umr_o H I I nr- JI I r-/-HIVU 1"UDLIU mr-uU1'(U IVI/11 o
<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 />1 12/15/23 COUNTY
<br />COMMENTS
<br />2 01/08/24 COUNTY
<br />COMMENTS
<br />3 02/06/24 COUNTY
<br />COMMENTS
<br />PROJECT
<br />SANGUINETTI
<br />LANE FRONTAGE
<br />IMPROVEMENTS
<br />1717 SANGUINETTI LN. I
<br />STOCKTON, CA 95205
<br />QRpF ESSj\
<br />No. /babL f"
<br />Exp. 12/31/24
<br />CIV'
<br />OF CA��F
<br />DATE SIGNED: 02/06/24
<br />SHEET TITLE
<br />UTILITY PLAN
<br />Proj Mgr AKM
<br />Drawn by ARM
<br />Date 02/06/2024
<br />Job No. 21172
<br />0' 10' 20' 40' SHEET:
<br />SCALE: V=20' 005mO
<br />6 OF: 9
<br />
|