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\1829 N WILSON WAY <br />APN :117-150-19 <br />4976 AD RIM=16.97 <br />\� \ <br />FULL OF MUD <br />OipO S74 <br />\ /Cq \ u <br />� C S <br />0 <br />#4980 CB, TC\.451 m <br />12" INV. IN=14.35 (N) <br />12" INV. OUT=14.35 (S)/ <br />#4998 CB. TC®C13=18.53 <br />BOTTOM=14.83 <br />FULL OF WATER <br />4959 SSMH, RIM=18.87 <br />8" INV. IN=11.32 (N) <br />12" INV. IN=11.07 (W) <br />12" INV. OUT=11.07 (E) <br />3022 N WILSON WAY <br />APN :117-210-01 <br />NEW 8" PVC <br />WATER MAIN. / <br />SEE STK-21A / <br />NN <br />W <br />� E <br />a <br />PPSIO <br />INSTALL NEW <br />O <br />TIE IN TO EX. VAC. <br />O <br />800 LF <br />4331 sIN=1 RIM <br />_ <br />I PVC PIPE. <br />SEE DETAIL D <br />O= <br />� <br />6" INV. I <br />(NW) <br />(NW) <br />00 <br />RECONNECT <br />11 <br />'A' <br />O <br />672 LF <br />W Lv <br />OUT=14 <br />12" INV. OUT=11.64 <br />Z N <br />I <br />J <br />1 140 LF <br />FTRNSB AID VALVES <br />ITEM <br />1770 N <br />FUNSTON AVE <br />H <br />8" 45' ELL, PO W/ THRUST <br />2 <br />MRP STK-21A <br />DWG #9260 <br />l �O j; <br />�/ <br />In <br />'21 <br />® � A <br />100 00 <br />T <br />MRP STK-21A <br />r DWG 09260 <br />+ 6'PVC <br />/ CONNECT TO <br />fq / <br />STK-21A (TBD)11 W Q <br />TIE IN TO EX. 6"AC. N <br />/ N/ SEE DETAIL A N <br />io <br />1615 BRADFORD ST <br />APN :117-140-15 <br />ABANDONED 2" <br />I GALVANIZED PIPE <br />iv 4542 AD RIM=17.95 <br />110" INV. OUT <br />=14.75 (S) <br />_ SLIP _ <br />I r BC <br />G <br />SPEED <br />BUMP <br />A 103+06 'A' <br />A 103+16 'A' <br />±13 <br />OD TO ROW <br />1606 BRADFORD ST <br />APN :117-223-01 <br />1770 SCHOOL AVE <br />APN :117-223-18 <br />NEW 8" PVC WATER MAIN ON <br />N. FUNSTON. SEE SHEET 6 <br />1627 BRADFORD ST r� <br />APN :117-140-14 -rll <br />.6 BC 2 MINN FINSTALL NEW FH <br />I j LIP OD TO LIP r-� <br />I I <br />I I <br />I I <br />10'PUE I <br />1767 N FUNSTON AVE <br />APN :117-223-02 <br />I I <br />1759 N FUNSTON AVE <br />APN :117-223-03 <br />I I I <br />TIE IN TO EX. 6"AC. <br />SEE DETAIL C <br />1"G <br />#4468 SSMH. RIM=17. <br />6" INV. OUT=13.47 (S <br />04 <br />1 <br />/ 4873 SDMH RIM=18.3 <br />12" INV. IN=11.87 (NE) <br />/ 18" INV. IN=11.57 (N) <br />18" INV. IN=11.17 (W) <br />BOTTOM W 07 <br />AT <br />FULL OF WATER <br />/L/1 <br />876 SSMH RIM <br />" INV. IN=10.83 (W) <br />" INV. OUT -10.83 (E) <br />2 AD. RIM=17.81 <br />FULL OF DIRT <br />#4883 CB. TC®CB=17.93 <br />/4" INV. IN=16.43 (N) <br />1/2-"" INV. OUT=12.93 (SW) <br />r ( )STA 100+10 'A' <br />/i <br />-G <br />ATT <br />ATT <br />N� <br />lsoa N WILSO17-14 c <br />APN :117-140-1616 I I <br />I I <br />I I <br />s <br />16'PUE <br />4560 SSMH, RIM=18.72 <br />6" INV. IN=11.52 (NW) <br />12" INV. IN=11.12 (SW) = <br />12" INV. OUT=11.12 (NE) <br />I � I <br />-REMOVE <br />EX. FH C D E Q <br />t16' ABANDON EX. f <br />- _ - LIP TO CLI8"STL/AC PIPE _ _ _ __ O <br />LIP <br />ABANDONED 2' <br />GALVANIZED PIPE IP I0H M <br />J <br />O <br />12 SS <br />2.5 MIN OD _ vet F <br />102+00 TO GAS / N 103 m <br />G G G 3"GAS � <br />E E EG VE cv G I- Z W LU Uj <br />� I � <br />- Y <br />INSTALLNEW FH BRADFORD ST I i cD LIP <br />BC 1 B <br />" INSTALL NEW 8" PVC I I n <br />B PIPE. ALIGNMENT 'A' j j t21' TIE IN TO EX. 6"AC. Q I O <br />1 4820 SDMH, RIM=18.25 1 1 OD TO ROW SEE DETAIL B fII O <br />B 3/4 FF=6" INV. THRU=13.45 (N) 1770 EAST AVE v77 SCHOOL AVE 4641 SSMH RIM=18.50 IU <br />N I �i 6" INV. THRU=13.45 (S) APN ,117-222-01 I APN ,117-z2z-oz 6" INV. OUT=13.20 (SE) Ij N Q <br />CITY OF STOCKTON <br />I LV <br />1800 N FUNSTON AVE 11727 BRADFORD ST 1733 BRADFORD ST <br />APN 117-140-13 1 APN :117-242-22 APN :117-242-21 <br />X4465 SDMH. RIM=18.51 1 <br />8" INV. IN=12.51 (NE) <br />8" INV. IN=12.51 (NW) ABANDONED 4" I 16'PUE <br />BOTTOM=7.01 STL PIPE � I <br />I FULL OF WATER <br />CD <br />"0 83 AD RIM7. <br />=173 N N I <br />8" 43INV. OUT=13.23 (SW) #43 <br />REMOVE 1 10" <br />I 1 ABANDON EX. <br />N � X. _ 8"AC PIPE N I <br />LIP 11I <br />DD N$so 00. -� __ BC <br />G q <br />21 "SD hxvl iW "Vd <br />- - 12 SS <br />21"SD o <br />MIN OD TO COMM <br />r�106+00 1 (SEE NOTE 1) 107+00 co, <br />BRADFORD' ST <br />BC <br />JJ B C E <br />26 REE1 <br />F 2' MIN I 6"PVC <br />1-1/4 G <br />OD TO LIP 1 <br />I <br />1803 BRADFORD ST <br />APN :117-242-20 <br />INV. OUT -14.93 <br />SUMMARY OF THIS SHEET <br />PPSIO <br />INSTALL NEW <br />8 <br />TIE IN TO EX. VAC. <br />8' PVC <br />800 LF <br />4331 sIN=1 RIM <br />U'U) <br />U)yU <br />I PVC PIPE. <br />SEE DETAIL D <br />6" PVC <br />55 LF <br />6" INV. I <br />(NW) <br />(NW) <br />5 EA <br />RECONNECT <br />ALIGNMENT <br />'A' <br />8"AC <br />672 LF <br />ABANDON <br />OUT=14 <br />12" INV. OUT=11.64 <br />(SW) <br />I <br />6"AC <br />1 140 LF <br />FTRNSB AID VALVES <br />ITEM <br />1770 N <br />FUNSTON AVE <br />10'PUE <br />8" 45' ELL, PO W/ THRUST <br />2 <br />BLOCK <br />REMOVE EX FH I <br />APN :117-224-01 <br />6" 45' ELL, PO W/ THRUST <br />8 <br />BLOCK <br />1757 SYCAMORE <br />AVE <br />1-1/4"G <br />7 <br />BLOCK <br />D <br />8" GATE VALVE, PO W/ <br />9 <br />APN :117-224-02 <br />RESTRAINTS <br />E <br />6" GATE VALVE, PO W/ <br />7 <br />RESTRAINTS <br />NEW FH <br />8" TEE, PO W/ THRUST <br />1 <br />BLOCK <br />I <br />4221n ..SMH RIM=17.61 <br />1750 N <br />FUNSTON AVE1765 <br />I <br />SYCAMORE <br />AVE <br />6" INV. OUT=14.51 (SE) <br />APN <br />:117-224-18 <br />I <br />APN ,117-224-03 <br />I <br />1803 BRADFORD ST <br />APN :117-242-20 <br />INV. OUT -14.93 <br />SUMMARY OF THIS SHEET <br />PPSIO <br />DESCRIPTION <br />QTY <br />8' PVC <br />800 LF <br />INSTALL <br />U'U) <br />U)yU <br />>o <br />6" PVC <br />55 LF <br />INSTALL/ <br />1" WATER LATERAL <br />5 EA <br />RECONNECT <br />8"AC <br />672 LF <br />ABANDON <br />8" STL <br />128 LF <br />6"AC <br />1 140 LF <br />FTRNSB AID VALVES <br />ITEM <br />DESCRIPTION <br />QTY (EA) <br />A <br />8" 45' ELL, PO W/ THRUST <br />2 <br />BLOCK <br />B <br />6" 45' ELL, PO W/ THRUST <br />8 <br />BLOCK <br />C <br />8"X6" TEE, PO W/ THRUST <br />7 <br />BLOCK <br />D <br />8" GATE VALVE, PO W/ <br />9 <br />RESTRAINTS <br />E <br />6" GATE VALVE, PO W/ <br />7 <br />RESTRAINTS <br />F <br />8" TEE, PO W/ THRUST <br />1 <br />BLOCK <br />NOTES: <br />1. LOCATION OF AT&T LINES IS APPROXIMATE. <br />VERIFY PRIOR TO CONSTRUCTION. <br />I0Q <br />M <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 SANS N <br />JO UIOGOUIM <br />276-29-2.23-29-2D2a <br />nnre: mrr. <br />01�5rf OTHON❑ <br />PIAT ❑ <br />SHEET <br />sT�rI�TI 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 m <br />NOLo N <br />(6 <br />F-0) 0) <br />W <br />o <br />U'U) <br />U)yU <br />>o <br />(1)ZZ <br />mom <br />y <br />U_ <br />�W <br />v °� <br />Qo�� <br />C � <br />Nln` I <br />O NOo3 <br />D: <br />LLI <br />> Lu a <br />W ue <br />LLII v a~i o g <br />U) F Z Q a y <br />3zyWlo� <br />�DY LL J V <br />C O <br />zhheiz§4 4c � <br />a m <br />LLoe <br />LLI <br />(00 z a <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 4 OF 14 <br />