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M
<br />kouir
<br />FUTURE CHEROKEE PROJECT
<br />.ar;4WAl )61 R049 PIPE SYSTEM
<br />OPERMON
<br />NO CHANGE TO MASTER
<br />"CENTM
<br />FOR NEWTON AV40 PUMP
<br />ty) STATIONN SERVICEAREA
<br />Zs E4S7.-fiL r OF h0WON ROALZANI (BY OTHERS)
<br />NJJ26 12
<br />R 1955
<br />fZ 28.50 (s) ♦ \FF %'.�G`1�
<br />aUVIT OF IMPROVEMENTS f -OR
<br />S17E PLAN
<br />fz 26.69 (6 VJJ25
<br />V'- 12 R 14.62 (15�
<br />c- cp R 14.87
<br />0N7NUME OF EX 10' W119E
<br />4? 0 E456MENT FOR AIR REZ#T
<br />1,7,
<br />20'0 10 5j' 4-1 YALVE IN. 880,9,9804
<br />COS I-
<br />SSY/1 - M6WVMfNr 1402 4"
<br />(PERAWENT StSEMENT NO J)
<br />Ex. LOCATION OF TFIE CITY OF
<br />4" FM IN FINAL
<br />STI. 249# 14. 5 1, EX. 55kV /11, DESIGN LIT I�,p PROJECT WHELE +
<br />C/ RLM it m, a. 'Ins (S & IV) PRIIA)E STOCKTON AIR RELIEF VALVE
<br />1 12.74 (PUMP) STATION SAOR40i' EX. ZBffEASEMENT
<br />EX ssuly A2650 FZ 12.57 (6Y � a,� `� �/ // � / / /�
<br />FM
<br />VATE)
<br />XTERZINE OF EX. 20' WIDE
<br />STA �?44+0000, EX 551,fH 10 lb EASEMENT FOR 48' WATER PIPELINE
<br />IN 8808,9804 (PERMANENT EASEMENT
<br />AIV 29.52, EX, 16-35 (A( & S) R. + LlUtr OF 1#P,?OVfAfEN15 F -02R- NO. J)
<br />zs R-1
<br />12.08 S/fe PLAN
<br />R 15.05 1q)
<br />76�t 6-55(PPV), 5=0.01 (PRIVATE) -f 0fSUR*V0f AUTO AU070M INC TO NSTALL
<br />STA. 2J,915v� uv, tA. S*SMH 57M MNG p/pf 15 TS PER 96"ERR69 AGREEMENT WITH
<br />RIV 2882, EX J6 -S,- (N & 5) b RETfNTION 5/fi/
<br />FL 111-/9 06) It, Q Clfr OF SIOCYTON IMPROVEMENT PLANS 70
<br />Cl fZ 14.29 (67 BE PREPARED Sr INSURANCE AUTO AUCTION,
<br />INC AND APPROVED BY C17Y OF STOCKTON
<br />CITY OF srocnoN Pawr OFCONNECTION PER FNCRa4CHMENT PfRY1TfiE2UlRlUfN7S
<br />STA2JJk5OOO, EX 5SVV#V8 CNIFO) W14
<br />RIM 2895, EX 36 S'S pi & 5) Ft A cz 11.51 ("1
<br />RAW /a 11.28 (11
<br />--COS. /
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<br />STA. 228450.00, EV. 55MV 17
<br />RUM 28.95, kX. J6-55 (V & 6) R 11.22
<br />Ct-NIFRINE OF EX. 20' WIDE
<br />\\ �Spy� �0 /� SZ14-
<br />EASEMENT FOR 48" WAVER PIPELINE,E
<br />IN. 86089804 (PERMANENT EASEMENT
<br />STA 223,28 03, EX 5SUR /8 NO. J)
<br />RIM 29. 1-f EX 36 S5 (N & S) FL 11. 08,
<br />FU R£ CHEROKEEix 15-55 (w) N2551 ROAD PIPE SYSTEM
<br />S))A. 218-f61.46, OX. ssM7115 OrH-)
<br />Rht 2.9.90, EX J6"SS (N & ) lz 10.80
<br />STA. 214,,5243, EY. SSMV,14
<br />RIM JO. 94, EX J6 -SS (I/ & SE) -1 1018
<br />A88REVIATIONS I
<br />AC. ACRES STA. 21J*6728, EX SSYH 113
<br />RIV JOJ2, LIX. J6'55 (NW & S) Ft 9.99
<br />A.P.N. ASSESSOR PARCEL NUMBER L*. 3SUHp, fela 26.62,
<br />C. 0.S. CITY OF STOCKTON EX FL 1.82 J6-55 (NW & 5)
<br />DAG. DRAWING Ft J 32 (FUTURE 18
<br />N265J
<br />EZ. ELEVArIGN LEGEND
<br />ELEVATION
<br />Ex. EXIS77NG
<br />FG FIN/SH GRADE
<br />FV FORCE MAIN
<br />MH U41876`44NCE HOLE
<br />NO. NUMBER
<br />So/. Co. SAN 16HOU1111 COUNTY
<br />SS SANITARY SEWER
<br />11 TYPICAL
<br />PLUS OR MINUS
<br />NUMBER
<br />+ 25.34 EXIS771VG GROUND ELEVA7701V
<br />IV2650 MASTER PLAN NODE NO
<br />& COS BENCHMARK 191 (N4V266 DATUM)
<br />0 PROPOSED M41Nr,-NANC,- HOLE
<br />- PROPOSED SANITARY SEWER PIPE
<br />(D 2035 C.O.S. SY57FV NO -q MAINTENANCE HOLE
<br />2035 C.O.S. SYSTEM NO. 9 SANITARY SEWER PIPE
<br />EXIS77NG MAINTENANCE HOLE & SANITARY SEWER PIPE
<br />2035 C.O.S. MASTER SANITARY SEWER PLATE BOUNDARY
<br />PARCEL BOUNDARY
<br />SIZE OF PIPE & DIRECTION OF FLOW
<br />OWNS -'R
<br />WlbffVwR&mmWv STREET N01' RaID
<br />NWEFS PUCE s
<br />xstm
<br />Lcay L*F VENUE PIW61tl R040
<br />AW RA6f fi1LCOX fiw
<br />YD AVENUE
<br />Huy PfP67ANCE 0. 99
<br />N
<br />7OWH*W
<br />ORIV7
<br />C
<br />0 MIGVAY
<br />STA k
<br />AA S17
<br />1�1oy 141\
<br />9y a
<br />VICINITY MAP
<br />NO SCALE
<br />GENERAL NOTES:
<br />1. BENCH MARK USED.,
<br />ElEVARONS REFER TO NAV088 DATUM
<br />CITY OF STOCKTON BENCH MARK NO. 191
<br />ELEVATION = 32.14 (JANUARY 2011 CONVERSION TO NAVD86)
<br />BRASS DISK MARKING COS MONUMENT STAMPED "65-3" /8 MONUMENT WELL ON THE
<br />CENTERLINE OF THE PAVED DRIVEWAY FOR 7HE NORTH LEVEE ROAD OF THE DIVERTING
<br />CANAL ON THE EASTERLY SIDE OF CHEROKEE LANE "REVISED 04
<br />* BASIS OF HEARING• THE BASIS OF BEARING FOR THIS PLAN 15 A LINE BETWEEN CITY
<br />OF STOCKTON TRAVERSE CONTROL MONUMENTS 453-3 (C.05 BMJ/ 19 1) AND CONTROL
<br />MONUMENT 14S-2 (COS BMJ 402) WHICH RE14RS N04*28'213,W, 5,JOI.91'. ALL
<br />DISTANCES WERE MEASURED AT GROUND DISTANCES.
<br />* ELEVATION INFORMATION: SPOT ELEVATIONS SHOWN ARE GPS ELEVA77ONS FROM JUNE
<br />2019.
<br />4. THE EXISTING SANITARY SEWER SYSTEM SHOWN IN WILSON WAY IS PER THE CITY OF
<br />STOCKTON FILE NO. 4780C AS-BUILTS.
<br />5 THE PROPOSED SANITARY SEWER SYSTEM SHOWN IS PER 511F PLAN (PA -1900197) --AN
<br />JOAOUIN COUNTY
<br />6 THE LAND USES FOR THIS REVISION ARE 8415,60 ON THE C.O.S. ADOPTED 2040 GENERAL
<br />PLAN APPROVED 06C514DER 4 2018.
<br />Z ALL MN's ALONG WILSON WAY FROM THE INTERSEC77ON OF NEWTON ROAD AND WILSON
<br />WAY 5OUTHWESrERLY TO THE NORTH SIDE OF THE DIVERTING CANAL WERE PHYSICALLY
<br />LOCATED VIA CPS WITH RIM ELEVATIONS VERIFIED VIA SURVEY LEVEL LOOP 7HE FLOW
<br />ELEVATIONS WERE DETERMINED FROM PHYSICAL MEASUREMENTS DOWN EACH MH FROM
<br />EACH RlU RESPEC17VELY THIS INFORMATION WAS OBTAINED JUNE 2020
<br />8. SANITARY SEWER STATIONS FOR UAIN7ENANCE HOLES SHOWN ALONG WILSON WAY ARE
<br />RECORD STATIONS FROM THE ASSUIL T PLANS AND HAVE NOT BEEN ADJUSTED TO FIT
<br />THE ACTUAL VERIFIED MAINTENANCE HOLE LOCATIONS. HOWEVER WE FOUND THEM To BE
<br />IFE450NA&Y CLOSE TO PLAN LOCARONS.
<br />9 INSURANCE AUTO AUCTION, INC TO DEDICATE TO C17Y OF STOCKTON A 20' WIDE (MINIMUM)
<br />PERMANENT SEWER LINE EASEMENT 1??0M THE CENTRAL CALIFORNIA TRACTION RAILROAD
<br />RIGHT-OF-WAY TO CHEROKEE ROAD RIGHT -GF -WAY.
<br />/0. THE 5' PRIVATE SEWER LINE SHALL BE CONNECTED TO THE WILSON WAY MAINTENANCE
<br />HOLE AS SHOWN HEREIN. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT
<br />FROM THE CITY OF STOCKTON PRIOR TO CONSTRUCTION AND MEET ALL CITY CONDITIONS
<br />AND PAY ALL APPROPRIATE FEES.
<br />11. THE 6" PRIVATE SEWER LINE SHALL BE REVIEWED AND APPROVED BY SAN dOAOUIN
<br />COUNTY AS PART OF THE BUILDING PERMIT PROCESS.
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<br />kouir
<br />FUTURE CHEROKEE PROJECT
<br />.ar;4WAl )61 R049 PIPE SYSTEM
<br />OPERMON
<br />NO CHANGE TO MASTER
<br />"CENTM
<br />FOR NEWTON AV40 PUMP
<br />ty) STATIONN SERVICEAREA
<br />Zs E4S7.-fiL r OF h0WON ROALZANI (BY OTHERS)
<br />NJJ26 12
<br />R 1955
<br />fZ 28.50 (s) ♦ \FF %'.�G`1�
<br />aUVIT OF IMPROVEMENTS f -OR
<br />S17E PLAN
<br />fz 26.69 (6 VJJ25
<br />V'- 12 R 14.62 (15�
<br />c- cp R 14.87
<br />0N7NUME OF EX 10' W119E
<br />4? 0 E456MENT FOR AIR REZ#T
<br />1,7,
<br />20'0 10 5j' 4-1 YALVE IN. 880,9,9804
<br />COS I-
<br />SSY/1 - M6WVMfNr 1402 4"
<br />(PERAWENT StSEMENT NO J)
<br />Ex. LOCATION OF TFIE CITY OF
<br />4" FM IN FINAL
<br />STI. 249# 14. 5 1, EX. 55kV /11, DESIGN LIT I�,p PROJECT WHELE +
<br />C/ RLM it m, a. 'Ins (S & IV) PRIIA)E STOCKTON AIR RELIEF VALVE
<br />1 12.74 (PUMP) STATION SAOR40i' EX. ZBffEASEMENT
<br />EX ssuly A2650 FZ 12.57 (6Y � a,� `� �/ // � / / /�
<br />FM
<br />VATE)
<br />XTERZINE OF EX. 20' WIDE
<br />STA �?44+0000, EX 551,fH 10 lb EASEMENT FOR 48' WATER PIPELINE
<br />IN 8808,9804 (PERMANENT EASEMENT
<br />AIV 29.52, EX, 16-35 (A( & S) R. + LlUtr OF 1#P,?OVfAfEN15 F -02R- NO. J)
<br />zs R-1
<br />12.08 S/fe PLAN
<br />R 15.05 1q)
<br />76�t 6-55(PPV), 5=0.01 (PRIVATE) -f 0fSUR*V0f AUTO AU070M INC TO NSTALL
<br />STA. 2J,915v� uv, tA. S*SMH 57M MNG p/pf 15 TS PER 96"ERR69 AGREEMENT WITH
<br />RIV 2882, EX J6 -S,- (N & 5) b RETfNTION 5/fi/
<br />FL 111-/9 06) It, Q Clfr OF SIOCYTON IMPROVEMENT PLANS 70
<br />Cl fZ 14.29 (67 BE PREPARED Sr INSURANCE AUTO AUCTION,
<br />INC AND APPROVED BY C17Y OF STOCKTON
<br />CITY OF srocnoN Pawr OFCONNECTION PER FNCRa4CHMENT PfRY1TfiE2UlRlUfN7S
<br />STA2JJk5OOO, EX 5SVV#V8 CNIFO) W14
<br />RIM 2895, EX 36 S'S pi & 5) Ft A cz 11.51 ("1
<br />RAW /a 11.28 (11
<br />--COS. /
<br />j mowmw 1401 A -
<br />STA. 228450.00, EV. 55MV 17
<br />RUM 28.95, kX. J6-55 (V & 6) R 11.22
<br />Ct-NIFRINE OF EX. 20' WIDE
<br />\\ �Spy� �0 /� SZ14-
<br />EASEMENT FOR 48" WAVER PIPELINE,E
<br />IN. 86089804 (PERMANENT EASEMENT
<br />STA 223,28 03, EX 5SUR /8 NO. J)
<br />RIM 29. 1-f EX 36 S5 (N & S) FL 11. 08,
<br />FU R£ CHEROKEEix 15-55 (w) N2551 ROAD PIPE SYSTEM
<br />S))A. 218-f61.46, OX. ssM7115 OrH-)
<br />Rht 2.9.90, EX J6"SS (N & ) lz 10.80
<br />STA. 214,,5243, EY. SSMV,14
<br />RIM JO. 94, EX J6 -SS (I/ & SE) -1 1018
<br />A88REVIATIONS I
<br />AC. ACRES STA. 21J*6728, EX SSYH 113
<br />RIV JOJ2, LIX. J6'55 (NW & S) Ft 9.99
<br />A.P.N. ASSESSOR PARCEL NUMBER L*. 3SUHp, fela 26.62,
<br />C. 0.S. CITY OF STOCKTON EX FL 1.82 J6-55 (NW & 5)
<br />DAG. DRAWING Ft J 32 (FUTURE 18
<br />N265J
<br />EZ. ELEVArIGN LEGEND
<br />ELEVATION
<br />Ex. EXIS77NG
<br />FG FIN/SH GRADE
<br />FV FORCE MAIN
<br />MH U41876`44NCE HOLE
<br />NO. NUMBER
<br />So/. Co. SAN 16HOU1111 COUNTY
<br />SS SANITARY SEWER
<br />11 TYPICAL
<br />PLUS OR MINUS
<br />NUMBER
<br />+ 25.34 EXIS771VG GROUND ELEVA7701V
<br />IV2650 MASTER PLAN NODE NO
<br />& COS BENCHMARK 191 (N4V266 DATUM)
<br />0 PROPOSED M41Nr,-NANC,- HOLE
<br />- PROPOSED SANITARY SEWER PIPE
<br />(D 2035 C.O.S. SY57FV NO -q MAINTENANCE HOLE
<br />2035 C.O.S. SYSTEM NO. 9 SANITARY SEWER PIPE
<br />EXIS77NG MAINTENANCE HOLE & SANITARY SEWER PIPE
<br />2035 C.O.S. MASTER SANITARY SEWER PLATE BOUNDARY
<br />PARCEL BOUNDARY
<br />SIZE OF PIPE & DIRECTION OF FLOW
<br />OWNS -'R
<br />WlbffVwR&mmWv STREET N01' RaID
<br />NWEFS PUCE s
<br />xstm
<br />Lcay L*F VENUE PIW61tl R040
<br />AW RA6f fi1LCOX fiw
<br />YD AVENUE
<br />Huy PfP67ANCE 0. 99
<br />N
<br />7OWH*W
<br />ORIV7
<br />C
<br />0 MIGVAY
<br />STA k
<br />AA S17
<br />1�1oy 141\
<br />9y a
<br />VICINITY MAP
<br />NO SCALE
<br />GENERAL NOTES:
<br />1. BENCH MARK USED.,
<br />ElEVARONS REFER TO NAV088 DATUM
<br />CITY OF STOCKTON BENCH MARK NO. 191
<br />ELEVATION = 32.14 (JANUARY 2011 CONVERSION TO NAVD86)
<br />BRASS DISK MARKING COS MONUMENT STAMPED "65-3" /8 MONUMENT WELL ON THE
<br />CENTERLINE OF THE PAVED DRIVEWAY FOR 7HE NORTH LEVEE ROAD OF THE DIVERTING
<br />CANAL ON THE EASTERLY SIDE OF CHEROKEE LANE "REVISED 04
<br />* BASIS OF HEARING• THE BASIS OF BEARING FOR THIS PLAN 15 A LINE BETWEEN CITY
<br />OF STOCKTON TRAVERSE CONTROL MONUMENTS 453-3 (C.05 BMJ/ 19 1) AND CONTROL
<br />MONUMENT 14S-2 (COS BMJ 402) WHICH RE14RS N04*28'213,W, 5,JOI.91'. ALL
<br />DISTANCES WERE MEASURED AT GROUND DISTANCES.
<br />* ELEVATION INFORMATION: SPOT ELEVATIONS SHOWN ARE GPS ELEVA77ONS FROM JUNE
<br />2019.
<br />4. THE EXISTING SANITARY SEWER SYSTEM SHOWN IN WILSON WAY IS PER THE CITY OF
<br />STOCKTON FILE NO. 4780C AS-BUILTS.
<br />5 THE PROPOSED SANITARY SEWER SYSTEM SHOWN IS PER 511F PLAN (PA -1900197) --AN
<br />JOAOUIN COUNTY
<br />6 THE LAND USES FOR THIS REVISION ARE 8415,60 ON THE C.O.S. ADOPTED 2040 GENERAL
<br />PLAN APPROVED 06C514DER 4 2018.
<br />Z ALL MN's ALONG WILSON WAY FROM THE INTERSEC77ON OF NEWTON ROAD AND WILSON
<br />WAY 5OUTHWESrERLY TO THE NORTH SIDE OF THE DIVERTING CANAL WERE PHYSICALLY
<br />LOCATED VIA CPS WITH RIM ELEVATIONS VERIFIED VIA SURVEY LEVEL LOOP 7HE FLOW
<br />ELEVATIONS WERE DETERMINED FROM PHYSICAL MEASUREMENTS DOWN EACH MH FROM
<br />EACH RlU RESPEC17VELY THIS INFORMATION WAS OBTAINED JUNE 2020
<br />8. SANITARY SEWER STATIONS FOR UAIN7ENANCE HOLES SHOWN ALONG WILSON WAY ARE
<br />RECORD STATIONS FROM THE ASSUIL T PLANS AND HAVE NOT BEEN ADJUSTED TO FIT
<br />THE ACTUAL VERIFIED MAINTENANCE HOLE LOCATIONS. HOWEVER WE FOUND THEM To BE
<br />IFE450NA&Y CLOSE TO PLAN LOCARONS.
<br />9 INSURANCE AUTO AUCTION, INC TO DEDICATE TO C17Y OF STOCKTON A 20' WIDE (MINIMUM)
<br />PERMANENT SEWER LINE EASEMENT 1??0M THE CENTRAL CALIFORNIA TRACTION RAILROAD
<br />RIGHT-OF-WAY TO CHEROKEE ROAD RIGHT -GF -WAY.
<br />/0. THE 5' PRIVATE SEWER LINE SHALL BE CONNECTED TO THE WILSON WAY MAINTENANCE
<br />HOLE AS SHOWN HEREIN. THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT
<br />FROM THE CITY OF STOCKTON PRIOR TO CONSTRUCTION AND MEET ALL CITY CONDITIONS
<br />AND PAY ALL APPROPRIATE FEES.
<br />11. THE 6" PRIVATE SEWER LINE SHALL BE REVIEWED AND APPROVED BY SAN dOAOUIN
<br />COUNTY AS PART OF THE BUILDING PERMIT PROCESS.
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