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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302001 thru PS-2302500_ - PS-2302260
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PS-2302001 thru PS-2302500
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302001 thru PS-2302500_ - PS-2302260
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Last modified
4/3/2024 11:01:06 AM
Creation date
4/3/2024 10:55:29 AM
Metadata
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Template:
Permits_Development
DocName
PS-2302260
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Wilson Way, Bradford St., Funston Ave. and Stewart St.
Type - Permit Process
Trench
Address
1602 E. Lafayette St., Stockton,CA 95205
Application
California Water Service
Supplemental fields
Cross Ref
PWP730077
Type (2)
Encroachment Permit (EP)
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I NEW 8" PVC WATER <br />MAIN ON STEWART. <br />SEE SHEET 9 <br />w � <br />1 Q I <br />3 <br />I ao <br />N N ,4 <br />STA 400+05 'D' A K <br />400+00I q IG - <br />f� <br />TIE IN TO EX. 8" DI. <br />SEE DETAIL P <br />STA 400+03 'D'(, <br />STA 400+19 'D' <br />STA 400+34 'D' <br />ON <br />8" INV. IN=9.84 (SW) <br />8" INV. OUT=9.84 (NE) <br />2211 N WILSON WY <br />APN :117-070-50 <br />ul 11 <br />N <br />6797 <br />1 <br />SSMH, RIM=18.81 <br />8 <br />2270 <br />1 <br />N WILSON WAY <br />8" <br />INV. <br />IN=8.81 (SW) <br />INSTALL/ <br />RECONNECT <br />APN <br />:117-110-40 <br />8" <br />INV. <br />IN=8.56 (NE) <br />N. <br />G <br />2" GAS <br />6" <br />INV. <br />THRU=5.81 (NE) <br />6849 AD RIM=19.14 <br />6" <br />INV. <br />THRU=5.81 (SW) <br />8" <br />INV. <br />IN=17.54 (SE) <br />8" <br />INV. <br />THRU=5.81 (NW) <br />18" <br />INV. <br />IN=16.84 (SW) <br />8" <br />INV. <br />THRU=5.81 (SE) <br />18" <br />INV. <br />IN=16.74 (NE) <br />N <br />404+00 <br />18" <br />INV. <br />OUT=16.54 (W) <br />x 7089 <br />SSDI RIM=18.98 <br />W <br />LL <br />12" <br />INV. <br />IN=16.18 (NW) <br />LL J <br />- <br />12" <br />INV. <br />OUT=16.28 (NE) <br />Y - - <br />X <br />- <br />G <br />2„ GAS <br />G <br />SS <br />111 ri DO <br />N <br />- - - <br />30 STA 400+77 <br />SS <br />g SS 0 <br />T G <br />#6783 SSMH, RIM -19.11 <br />8" INV. IN -7.41 (NE) <br />2331 N WILSON WAY 8" INV. IN -7.41 (SW) <br />APN :117-070-50 8" INV. OUT=7.41 (SE) <br />I <br />2256 N WILSON WAY <br />APN :117-110-38 <br />6851 V. IN CB=1TC5 3=18.69 <br />18" IN.99 (E) <br />18" INV. OUT=15.89 (W) <br />6853 SDMH, RIM=18.79 <br />18" INV. IN=15.49 (E) <br />18" INV. IN=14.99 (NW) <br />24" INV. IN=14.49 (SW) <br />24" INV. OUT=14.09 (NE) <br />FZ <br />-GG 1 _ G <br />24' SD - <br />SS 6"SS i SS SS SS <br />402+00 <br />10' MIN <br />OD TO OD - <br />O <br />!n <br />31 STA 400+97 'D' 32 STA 402+12 'D' <br />SS SS S5� <br />C <br />- <br />x x x x x x x <br />LID <br />6888 CB TC®CB=18.44 FOC <br />18" INV. OUT=16.14 (SE) <br />1 2226 N WILSON WAY 2216 N WILSON WAY I 2208 NORTH WILSON <br />APN :117-110-31 APN :117-110-30 <br />APN :1WAY110-28 <br />I <br />� I <br />VINEWNSTALL \ <br />I <br />L STA 950+27 ABANDON EX. <br />WATER MAIN. <br />SEE SHEET 11 1 <br />G <br />I MLBX I O <br />SAN JOAQUIN COUNTY <br />2160 NORTH WILSON <br />WAY <br />APN :117-110-23 <br />X7088 CB, TC®CB=18.78 N <br />BOTTOM=15.98 <br />CAR PARKED ON GRATE <br />#7123 SSMH. RIM=19.68 <br />6" INV. IN=12.48 (SW) <br />6" INV. OUT -12.38 (NE) <br />G G <br />24"SD <br />2230 N WILSON WAY <br />APN :117-110-46 <br />I <br />±36' <br />D TO 0 - - <br />G - <br />LIP TO CL <br />6"SS SS <br />6" INV. IN=11.30 (SW) <br />6" INV. OUT=11.30 (NE) <br />2228 N WILSON WAY <br />APN :117-110-32 <br />I <br />INSTALL NEW 8" R - <br />PVC PIPE. <br />ALIGNMENT 'D' <br />SS <br />8 <br />h <br />X <br />LIP <br />8" PVC <br />894 LF <br />INSTALL/ <br />RECONNECT <br />1" WATER LATERAL <br />FOC <br />FRifi05 AND VALVES <br />Q <br />0 <br />N. <br />G <br />2" GAS <br />4 <br />In <br />` <br />LCL <br />1 <br />MLBX <br />8" GATE VALVE, PO W/ <br />RESTRAINTS <br />G <br />G <br />Isi0 <br />1 <br />F <br />8" TEE, PO W/ THRUST BLOCK <br />1 <br />K <br />8" RESTRAINT HARNESS, MJ <br />1 <br />L <br />6" FIELD LICK GASKET, PO <br />2 <br />N <br />404+00 <br />� <br />0 <br />m <br />W <br />LL <br />Z <br />LL J <br />- <br />_ <br />(N <br />U <br />INSTALL NEW 8" R - <br />PVC PIPE. <br />ALIGNMENT 'D' <br />w <br />N '^ <br />V, <br />3 <br />i <br />2148 N WILSON WAY <br />APN :117-110-44 <br />I � <br />I <br />INSTALL NEW 8" <br />PVC PIPE. <br />ALIGNMENT 'D' <br />TIE IN TO EX. 8"PVC. <br />1 1 f38 SEE DETAIL Q <br />1 OD TO ROW <br />s _ _ _ _ STA 408+87 'D' A - - - <br />AS <br />X G "OG G .. <br />%STA 950+20 SS 6"SS - yV 2a"s0 I <br />SS SS SS V -- 6"SS SS <br />STA 950+09 <br />1 405+00 <br />406+00 407+00 <br />D E 10' MIN <br />OD TO OD <br />0 <br />N t41 <br />J 1 LIP TO CL <br />REMOVE EX. FH35 STA 406+31 'D' <br />SS SS SS S <br />.Yx 8"SS SS - <br />- V1 �� <br />#7022 SSMH RIM=18.86 X X X <br />8" INV. IN=8.86 (SW) "'* 7114 AD, RIM=18.21 N. WILSON WY <br />8" INV. OUT=8.86 (NE) 18" INV. OUT=15.71 (SE) <br />SS SS <br />408+00 <br />STA 408+60 'D' <br />8"SS <br />SS <br />LIP J 2267 N WILSON WAY <br />FICC J APN :117-360-29 <br />SS <br />8tT- SSS - vv 8"PVC <br />SUMMARY OF THIS SHEET <br />SS <br />8 <br />SS <br />X <br />X <br />8" PVC <br />894 LF <br />INSTALL/ <br />RECONNECT <br />1" WATER LATERAL <br />14 EA* <br />FRifi05 AND VALVES <br />Q <br />2267 N WILSON WAY <br />APN :117-360-29 <br />N. <br />WILSON WY <br />w <br />N '^ <br />V, <br />3 <br />i <br />2148 N WILSON WAY <br />APN :117-110-44 <br />I � <br />I <br />INSTALL NEW 8" <br />PVC PIPE. <br />ALIGNMENT 'D' <br />TIE IN TO EX. 8"PVC. <br />1 1 f38 SEE DETAIL Q <br />1 OD TO ROW <br />s _ _ _ _ STA 408+87 'D' A - - - <br />AS <br />X G "OG G .. <br />%STA 950+20 SS 6"SS - yV 2a"s0 I <br />SS SS SS V -- 6"SS SS <br />STA 950+09 <br />1 405+00 <br />406+00 407+00 <br />D E 10' MIN <br />OD TO OD <br />0 <br />N t41 <br />J 1 LIP TO CL <br />REMOVE EX. FH35 STA 406+31 'D' <br />SS SS SS S <br />.Yx 8"SS SS - <br />- V1 �� <br />#7022 SSMH RIM=18.86 X X X <br />8" INV. IN=8.86 (SW) "'* 7114 AD, RIM=18.21 N. WILSON WY <br />8" INV. OUT=8.86 (NE) 18" INV. OUT=15.71 (SE) <br />SS SS <br />408+00 <br />STA 408+60 'D' <br />8"SS <br />SS <br />LIP J 2267 N WILSON WAY <br />FICC J APN :117-360-29 <br />SS <br />8tT- SSS - vv 8"PVC <br />SUMMARY OF THIS SHEET <br />PI <br />DESCRIPTION <br />QTY <br />INSTALL <br />8" PVC <br />894 LF <br />INSTALL/ <br />RECONNECT <br />1" WATER LATERAL <br />14 EA* <br />FRifi05 AND VALVES <br />ITEM <br />DESCRIPTION <br />QTY (EA) <br />A <br />8" 45' ELL, PO W/ THRUST <br />BLOCK <br />4 <br />C <br />8"X6" TEE, PO W/ THRUST <br />BLOCK <br />1 <br />D <br />8" GATE VALVE, PO W/ <br />RESTRAINTS <br />5 <br />E <br />6" GATE VALVE, PO W/ <br />RESTRAINTS <br />1 <br />F <br />8" TEE, PO W/ THRUST BLOCK <br />1 <br />K <br />8" RESTRAINT HARNESS, MJ <br />1 <br />L <br />6" FIELD LICK GASKET, PO <br />2 <br />36 STA 408+77 'D' * NOTE: EXISTING WATER SERVICES IN ALLEY <br />AND WITHIN THE EASEMENT BETWEEN WILSON <br />WAY AND N. FUNSTON AVE WILL BE <br />TRANSFERRED TO WILSON WAY. CWS TO <br />- SS - CONFIRM QUANTITY AND LOCATION. <br />0 20 40 60 <br />7255 SSMH RI / <br />8" INV. IN=10.54 (SW) <br />8" INV. OUT=10.54 (NE) <br />H: 1" = 20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />ADDRESS COMMENTS <br />FROM DDW AND <br />COUNTY OF SAN <br />JOAQUIN <br />OB -29-2023 <br />Dare: mrr. <br />DISTMET'HON❑ <br />MAT ❑ <br />SHEET <br />sT�rl�Tl El- <br />El - <br />PUT <br />PLAT SHEET CO.: <br />STK 20-30, 29-30 <br />SCALE: <br />DRAWN BY: <br />Y.XU <br />DESIGNED BY: <br />Y.XU <br />CHECKED BY: DATE: <br />APPROVED BY: DATE: <br />>+Z 0 <br />N O In N <br />(6 U 0) <br />> > o <br />ofW>o <br />U) y 0 <br />�ZZ mom <br />_ rn <br />Qo -2 <br />C � <br />Nln` I <br />O NOo3 <br />LLI <br />p 3 = <br />W <br />W (.) N 0 <br />U)Fzaa G <br />Wy03zN3a <br />rZzo2 �zo <br />zcYiz;�y3g <br />0 O W Z aas <br />J y Im <br />0 Z oc <br />LLF <br />°a R w <br />m <br />DISTRICT: <br />STOCKTON <br />CITY/COUNTY: <br />STOCKTON/SAN JOAQUIN <br />DATE: <br />MAY 22, 2023 <br />PROJECT ID.: <br />WO#00129026 <br />DRAWING NO.: <br />STK-9262 <br />SHT 10 OF 14 <br />
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