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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203097
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2203001 thru PS-2203500_ - PS-2203097
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Last modified
4/24/2023 11:58:26 AM
Creation date
4/24/2023 11:54:32 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2203097
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
Drake Ave., Hinkley Ave., Anteros Ave. and Main St. (See Attached DWGS for Exact Locations)
Address
1602 E. Lafayette St., Stockton,CA 95205
Application
California Water Service
Type
Trench;Bell Hole;Bore(up to 12 inch Dia)
Supplemental fields
Cross Ref
PWP730077
Type (2)
Encroachment Permit (EP)
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W <br />INSTALL 420' OF <br />6" DUCTILE IRON PIPE <br />ABANDON 430' OF U a G c c c <br />6 AC PIPE / �^ <br />DI RIM -27.90 co ;lp <br />12" INV. THRU=25.00 (N) CB TCOCB=29.49 <br />12" INV. THRU=25.00 (S) ±420' LF LESS THAN 4 LF 10" INV. IN=25.69 (S) <br />SEPARATION TO SD k y� �2•• SQ rl 12" INV. OUT=25.49 (N) <br />E-1 ' APN :157-263-180 CB TC®CB=29.33 � <br />APN HINK EY AVE APN :157-263-190 12" INV. OUT=26.63 (SW) / o <br />w 920 S HINKLEY AVE � APN :157-263-170 c� 930 S�-IINKLEY AVE a o <br />926 S HINKLEY AVEC 3901 E MAIN ST <br />w DI RIM=28.28 SSMH RIM=29.37 / TItNC P 10. APN : E MAIN ST <br />8" INV. IN=16.17 (NE) SSMH RIM=29.68 <br />' DI, RIM=28.07 DI RIM=28.15 12" INV. THRU=25.38 (N) 12" INV. THRU=19.38 (E) SDMH, RIM=29.87 <br />c� 12" INV. THRU=25.12 (N) 12" INV. THRU=25.70 (N) 12" INV. THRU=25.38 (S) DI RIM=28.36 8" INV. IN -16.17 (SE) (E) ROW (TYP) 12" INV. THRU=19.38 W <br />12" INV. THRU=25.12 (S) 12" INV. THRU=25.70 (S) V, 12" INV. OUT=25.36 (N) 8" INV. IN=16.17 (SW) O } T 12" INV. IN=25.57 (W) <br />a`4' 8" INV. OUT=16.07 NW (E) EDP (TYP) N \ 18" INV. THRU=24.77 S <br />G G I d, b ( ) x 4' CHAT LINK 2 ""t' ( ) <br />' WOOD FEN 5' IRON FENC ' CHA/NLINJC FEN C ^�' 12" INV. THRU=24.77 (S) <br />4' CHA/NLINK FENCE - F2NCE h <br />x x x x x x x x x xGo x <br />C IL DIRT DIT ¢ ATT ATT ATT ALL ATT AT ATT C LJ <br />nn <br />O q�I�T D 12" SD T2" D 12" SEb SD 12" SD 12" SD DIRT DWY DIRT <br />�I DWY DWY DWY DWY DWY 3"G - h 3"G 3"G <br />- 311G 3"G 3 'G 3"G 3"G 3' 3"G <br />8" SS 8" SS 8" SS 8" S 8" S K 8" SS 8" SS j 3"G <br />P <br />so"so}> }> o ss"so <br />410+001 <br />3.6 3.5'15 16 4.5' <br />` 6" AC E-1649 <br />�iFMAE]ILVEL DWY DIRT DWY DWY 14 cNil DWY 412+00 N <br />M��I CONC ACR CONC S/W DWY ACF <br />a 4' ��jj�1/A/NLl K H I N KLE Y AVE N WOOD FENCE 6' IRON FENCE h <br />FENCE x x x X <br />R <br />F <br />E mTIE-IN <br />/ DETAIL "" <br />SEE TIE-IN <br />n <br />I _ I APN :157-262-090 I ' <br />929 S HINKLEY AVE DETAIL e Gery <br />APN :157-262-080 SEE SHEET 4 <br />APN :157-262-070 927 S HINKLEY AVE <br />923 S HINKLEY AVE N <br />APN :157-252-100 <br />3835 E MAIN AT <br />oCIV <br />APN :157-273-020 <br />O 3828 E MAIN ST <br />SITE PLAN <br />0 20 40 <br />10 30 <br />SCALE: 1 "=20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />nATa: <br />QiIT. <br />OIBTIO MON❑ <br />TECH REVIEW: <br />YAP <br />.,ems <br />PIAT ❑ <br />8BS8'T <br />CHECKED BY: <br />SYSTEI[ <br />a� <br />ec®rATIc ❑ <br />STATION <br />SCNSYATIc ❑ <br />PLAT SHEET NO.: <br />STK 32-33 <br />;fN,\mo <br />DRAWN BY: <br />E. JACOBSEN <br />DESIGNED BY: <br />L. VILLANUEVA <br />TECH REVIEW: <br />DATE: <br />.,ems <br />10/4/22 <br />CHECKED BY: <br />DATE: <br />a� <br />10/4/22 <br />APPROVED BY: DATE <br />QRO F E S S/04 <br />ROdy�ec <br />� 7 m <br />cy-, EXP. 06-30-23 <br />9p�v_ <br />�OF CA <br />DATE: <br />10/04/2022 <br />PROJECT ID.: <br />00127376 <br />DRAWING NO.: <br />STK-9223 RI <br />SHT 6 OF 8 <br />W <br />� <br />E-4 <br />L) <br />W <br />R' <br />cn <br />z <br />z <br />� <br />� <br />x <br />� <br />w <br />� <br />w <br />d <br />L) <br />w <br />a <br />� <br />w <br />� <br />w <br />� <br />z <br />x <br />� <br />W <br />a <br />E- <br />E - <br />FDISTRICT: <br />DISTRICT: <br />STOCKTON <br />DATE: <br />10/04/2022 <br />PROJECT ID.: <br />00127376 <br />DRAWING NO.: <br />STK-9223 RI <br />SHT 6 OF 8 <br />
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