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L035 BRADFORD ST 2051 BRADFORD ST <br />APN :117-244-12 APN :117-244-11 <br />I <br />I <br />@@ E <br />cD 3586 SDAH, RIM=19.63 <br />Q 12" INV. IN=14.13 (SE) <br />24" INV. IN=12.43 (NE) <br />- <br />24 INV. OUT -12.43 (SW) <br />— <br />O <br />s <br />LO W-- _ —/ _ <br />+ <br />2115 <br />BRADFORD <br />OL <br />BRADFORD <br />Q W <br />8” PVC <br />N N <br />BRADFORD <br />I W <br />W W <br />Z N <br />s <br />BRADFORD <br />J <br />2143 <br />S <br />ST <br />I <br />I <br />ST <br />8" INV. <br />ww <br />H <br />Q <br />I <br />I <br />APN <br />APN BRADFORD ST APN BRADFORD 9 2079 BRADFORD ST <br />APN :117-244-10 APN :117-244-09 <br />APN :117-244-08 <br />I I <br />SAN JOAQUIN COUNTY <br />I <br />I I <br />INSTALL NEW 8" INSTALL NEW FH <br />PVC PIPE. <br />BRADFORD ALIGNMENT 'A' ABANDON EX. <br />STLIP <br />\ 6"CI PIPE I <br />I I / <br />U4 G <br />BC <br />117+00 118+00 LL <br />— C D E 11y+00 <br />SS 6"SS } SS 8"SS SS SS <br />. I N <br />4 5 H M gC I� <br />/ 3585 SSMH RIM=19.56 I n \ n <br />6" INV. IN -9.36 (SW) <br />I <br />J N 6" INV. OUT=9.16 (NE) CITY LIMIT LINL <br />I CD TIE IN TO EX. VAC.W� SEE DETAIL G CITY OF STOCKTON <br />HI I <br />I � <br />1753 E REGAL <br />N I u 1742 E REGAL ST 2046 BRADFORD ST 2052 BRADFORD ST <br />APN :117-260-46 APN :117-260-01 APN :117-260-02 APN :117-260-03 <br />I <br />I <br />Q <br />Y/ <br />+ � <br />N O <br />�jr <br />W <br />CL <br />I a <br />W W <br />Z <br />J N <br />Q OH — <br />� <br />SAN JOA UIN COUNTY <br />2151 BRADFORD ST <br />APN :117-246-08 <br />I Q ter <br />LIP TO CLI <br />INSTALL NEW 81,±21' ±21' <br />gBANDON EX. <br />PVC PIPE. OD TO ROW <br />cD ALIGNMENT 'A' 6 C PIPE <br />LIP �� N N 3' MIN <br />BC I I� ^� OD TO OD <br />— G G G GI G G- <br />6'Pvc /W/ <br />121+00 — _ — — — 122+00 — - <br />SS ss— Ss Ss 8 SS ss <br />- ATT AT <br />OH <br />— G <br />AV <br />1815 SANGUINETTI LN <br />APN :117-246-07 <br />I <br />I <br />TIE IN TO EX. 6"STL. <br />SEE DETAIL H <br />STA 123+58 'A' <br />STA 123+62 'A' <br />— G 7„GAS G G — <br />l' <br />123+00 <br />�— SS 8„SS SS <br />S+r0+�+��LIPi <br />BC BRAJI <br />CITY OF STOCKTON CITY LIMIT LINE <br />I I <br />I <br />I , <br />1533 WATERLOO RD <br />APN :117-250-02 <br />2140 BRADFORD ST <br />APN :117-250-09 <br />1733 SANGUINETTI LN <br />APN :117-250-10 <br />2101 BRADFORD ST 2115 BRADFORD ST <br />APN :117-246-14 APN :117-246-13 <br />I 1 �T <br />is* <br />W/ <br />I � IV <br />6 7 STA 119+27 'A'I c <br />STA 119 <br />0 +50 'A' E <br />PROTECT ADA <br />= CURB RAMP S, <br />3328 AD RIM=19.07 Q <br />8" INV. OUT=16.57 (SW) <br />3' MIN + tz <br />OD TO OD O <br />-- o — �3 <br />G 2"GAS G G W <br />�0� My �3 <br />120+00 I O <br />— — W LLI <br />W <br />ss SSS Jin <br />T ATT ATT <br />H <br />OH OH <br />■ 717'rf1 M t717T�'F� <br />2115 <br />BRADFORD <br />2119 <br />BRADFORD <br />ST <br />8” PVC <br />2127 <br />BRADFORD <br />ST <br />2135 <br />BRADFORD <br />ST <br />2143 <br />BRADFORD <br />ST <br />I <br />I <br />ST <br />8" INV. <br />APN <br />:117-245-12 <br />I <br />I <br />APN <br />:117-246-11 <br />I <br />I <br />APN <br />:117-246-10 <br />APN <br />I <br />I <br />:117-246-09 <br />I <br />I <br />Q <br />Y/ <br />+ � <br />N O <br />�jr <br />W <br />CL <br />I a <br />W W <br />Z <br />J N <br />Q OH — <br />� <br />SAN JOA UIN COUNTY <br />2151 BRADFORD ST <br />APN :117-246-08 <br />I Q ter <br />LIP TO CLI <br />INSTALL NEW 81,±21' ±21' <br />gBANDON EX. <br />PVC PIPE. OD TO ROW <br />cD ALIGNMENT 'A' 6 C PIPE <br />LIP �� N N 3' MIN <br />BC I I� ^� OD TO OD <br />— G G G GI G G- <br />6'Pvc /W/ <br />121+00 — _ — — — 122+00 — - <br />SS ss— Ss Ss 8 SS ss <br />- ATT AT <br />OH <br />— G <br />AV <br />1815 SANGUINETTI LN <br />APN :117-246-07 <br />I <br />I <br />TIE IN TO EX. 6"STL. <br />SEE DETAIL H <br />STA 123+58 'A' <br />STA 123+62 'A' <br />— G 7„GAS G G — <br />l' <br />123+00 <br />�— SS 8„SS SS <br />S+r0+�+��LIPi <br />BC BRAJI <br />CITY OF STOCKTON CITY LIMIT LINE <br />I I <br />I <br />I , <br />1533 WATERLOO RD <br />APN :117-250-02 <br />2140 BRADFORD ST <br />APN :117-250-09 <br />1733 SANGUINETTI LN <br />APN :117-250-10 <br />2101 BRADFORD ST 2115 BRADFORD ST <br />APN :117-246-14 APN :117-246-13 <br />I 1 �T <br />is* <br />W/ <br />I � IV <br />6 7 STA 119+27 'A'I c <br />STA 119 <br />0 +50 'A' E <br />PROTECT ADA <br />= CURB RAMP S, <br />3328 AD RIM=19.07 Q <br />8" INV. OUT=16.57 (SW) <br />3' MIN + tz <br />OD TO OD O <br />-- o — �3 <br />G 2"GAS G G W <br />�0� My �3 <br />120+00 I O <br />— — W LLI <br />W <br />ss SSS Jin <br />T ATT ATT <br />H <br />OH OH <br />■ 717'rf1 M t717T�'F� <br />H filitFF� <br />Hi <br />#3438 <br />SDMH, RIM=19.84 <br />8” PVC <br />717 LF <br />8" INV. <br />IN -16.24 <br />(SE) <br />#3301 <br />SSMH, RIM -19.61 <br />8" INV. <br />IN -14.34 <br />(NE) <br />8" INV. <br />IN=8.06 (SW) <br />8" INV. <br />IN=12.64 <br />(SE) <br />8" INV. <br />OUT=7.96 (NE) <br />24" INV. IN=12.39 (NW) <br />24" INV. OUT=12.34 (SW) <br />,#3439 AD, RIM=18.96 <br />8" INV. OUT=17.16 (NW) <br />REMOVE AND <br />REPLACE EX. FH <br />43055 SSMH. RIM=20.45 <br />BOTTOM= -2.05 <br />FULL OF WATER <br />13056 SSMH. RIM=20.85. <br />BOTTOM= -2.05 <br />FULL OF WATER <br />1533 WATERLOO RD <br />APN :117-250-02 <br />I <br />I <br />MRP STK-21F <br />DWG O(XXX <br />'I <br />w <br />0 <br />0 <br />IIS <br />hOL <br />:220 REE <br />U <br />F <br />m <br />O <br />U <br />y E — <br />A MRP STK-21F <br />DWG F= <br />�Q <br />x <br />W <br />Dz <br />W <br />z <br />z <br />N <br />I <br />S <br />m <br />SUMMARY OF THIS SHEET <br />FPNO <br />DESCRIPTION <br />QTY <br />8” PVC <br />717 LF <br />INSTALL <br />U) U) <br />Z'N <br />(1)ZZ <br />Mo <br />6” PVC <br />50 LF <br />INSTALL/ <br />1" WATER LATERAL <br />20 EA <br />RECONNECT <br />Qd-2 <br />6" CI <br />1 715 LF <br />ABANDON <br />Nln` I <br />6" AC <br />1 25 LF <br />FRiN06 ADD VALVES <br />ITEM <br />DESCRIPTION <br />CITY (EA) <br />A <br />8" 45' ELL, PO W/ THRUST <br />2 <br />BLOCK <br />C <br />8"X6" TEE, PO W/ THRUST <br />3 <br />BLOCK <br />D <br />8" GATE VALVE, PO W/ <br />6 <br />RESTRAINTS <br />E <br />6" GATE VALVE, PO W/ <br />3 <br />RESTRAINTS <br />H <br />6" 90' ELL, PO W/ THRUST <br />2 <br />BLOCK <br />J <br />8"X6" REDUCER <br />1 <br />0 20 40 60 I <br />H: 1" = 20' <br />ENGINEERING <br />DEPARTMENT <br />REVISIONS: <br />ADDRESS COMMENTS <br />FROM DDW AND <br />COUNTY OF S� N <br />JQ OIOGOUIM <br />o -06 -2f -2023-29-202328-202a <br />Dare: mrr. <br />DISTMBVTION❑ <br />M <br />MAT ❑ <br />SHEET <br />sT�T1� T1 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 OD <br />(1) O In N <br />Po) <br />W <br />>> <br />ofw <br />o <br />U) U) <br />Z'N <br />(1)ZZ <br />Mo <br />W_ <br />�UU—) <br />(n <br />c <br />5 <br />m' <br />Qd-2 <br />C � - <br />� <br />Nln` I <br />O NOo3 <br />r <br />LLI 3a <br />M, a <br />W U N O A <br />U) Fe F <br />W yO�'zcN <br />°wzw O <br />3pFLLj1VY O <br />z he <br />ic a - <br />0 <br />O°°6 W <br />LLym m a <br />O <br />LL <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 6 OF 14 <br />