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;v ACTUAL LOCATION SHOULD BE FIELD VERIFIED PRIOR TO ANY WORK <br />------ <br />- - - -- - -� -- <br />cEXIST 2 NP GAS AWN <br />�YeYs <br />'-llN c(9 sYeJ---e(c .^frJ et`a [`-1 c�'9 o(e)- _ eYe e(c�--orFr---.(eN- �r= <br />- ^, cYc e(ri- eil ll9- c(9-�ir�- G.rer a(r_}c <br />.-s-) YCY-at_ vY�--�Yrl orEi s-. s(9-- 9e�+ _ <br />14. o_: <br />INSTALL WATER METER <br />i. <br />o <br />- __ „2..�' pq��" a ON ek <br />----- =----- ----r------ <br />C6 tNSTALL_fx 6"x 6" TEE \ <br />r_ CONNECT TO EXIST. WATER PER <br />o <br />EX. CI Je r"-- CIN OF STOCKTON REQUIRE <br />I e C6 DOUBLE CHECK VALVE ASSEMBLY -- _� \ <br />}- r & FIRE DEPARTMENT CONNECTION 1-1/2" DOMESTIC Y EXISTING GA3-LINE UNDER BUILDING TO <br />_22_!1 WATER SERVICE C9 - ,Bf-f2ECOCATED OR ABANDONED BY OTHERS <br />_ ,__ - <br />o ^' 21. N 21 21 _, 21Ai �f - "i \C6 INSTALL FlRE�tiXDRANT &GATE VALVE � 3 - �, 2�- t / <br />L <br />1 iCIiEj_-._1_.-._. `t` <br />-" -. - _. -- =- ?--- ---- '�----- --_-_.--------- --- --- ---`N-2Z5$�6 ---- ? - oU -z 121 <br />CT�CCESS EA MENT 4 Fa a <br />`' 1218EP YLJOEP o 'u - -_ _- _ <br />ti -e(tl <br />Co.) ._ece)._..__ _c(e -_ .tr)-3�.3__ull`_'__ q,_. t¢__. -•___ .. -1 ._ 6XL 2. <br />O <br />% 2� <br />EX. DI L W <br />� \ , � <br />25 <br />LINE D - <br />.1 . - - - __ -. ' .� -:. ' _` - _- - •' � -..._ _.- - 1238' - _23._. 21AAEP <br />fTSERVICE <br />� <br />Jr J EXPLOSION CONTROL WALL 2515FC (" 4 LINf40 tag' qj SIM! 4 14 60 *2p -' - If 2t TOP HYDRANT- 24CJF <br />12.3 r7RE NlCRgfJ PNC <br />_ � i4.9Fi �. <br />--------- ,. „I. 4 1P A - 3 � <br />SEE ARCH. & STRUCT. PLANS - <br />%" / 20' PROVIDE 6 MIN. x 1.5 MAX. 30' <br />i 30' .�-25 r OPENING FOR DRAINAGE TO <br />i 1 IIN( 11.!21 G( <br />'' <br />PROPOSED BUILDING <br />OFFICE STORAGE8.157W 1 9_'- <br />v 62 FF 1 a2xzlewoa r a5a R- <br />0 <br />z=' <br />�IIrw 52' 24-W8.2' <br />'- -;� I o 1, SEWER LATERAL SERVICE C6 ��� 11111 � IIµ � 00k°y N \ ? <br />R_3' <br />R-5 .216 s <br />1RADARSIIf 60'x 160' N� I i� 18.8' _ 1 uz V - 15:a5E� 96' 25 12.33' e' t1R R 3 148' <br />s <br />�- -� 40 EX6T 8' SANITARY SEI4ER <br />' 14 4a1rP ti <br />z• /� °%!.EB � �} \ ( 1114 LF 6" S�WER �5=0.01 MIN. V{�I- <br />�A i MJ �lW (TULP MIN SD(Ll '.,.. <br />2A ti �� 6 N t - so' s' 3b 3 AW CON. r 2., zz <br />INSTALL cEWER CLEANOU \ 7 ti <br />tzlC6 C6 \ or REPAIR R REPLACE EXISTING <br />ai ' Jai , i t �'� ~� r �` 3°' ',\ SS MOLE. CONNECT NEW C y <br />e <br />irA;'lo7 �,rf ,q \ .r 4, e o 0 0 0 O (MATCH EXISTING PI <br />Y SEWER PIPE TO MG <br />�, \ h 1� (MA OF EXIST PE). <br />tlS/oro2/ Ao1Noa <br />�aiaC <br />t1r°�or6%40{ <br />T,k CI07)S44470 <br />Fl. R MSI40MS <br />© C.WI K 2002 <br />3011®8 <br />3-31-04 <br />;r <br />25.32EP p25.31fP t sc� V ' - I <br />f <br />24.51EP ji <br />ns ¢16 <br />6 -- - - - 25 25 238.2 <br />}nx ` --- -15.5' 4 �� 1 <br />j • I 25 <br />PROPOSED RELOCATED 2" wEr , JQ N w� / 1'�LL <br />H.P. GAS LINE BY OTHERS <br />i .n Alv <br />a <br />72.5' % <br />\° a6 <br />� GAS LINE <br />by 0 BE ABANDONED <br />.5-401p0w° <br />/ ?9-0 <br />l <br />1 wt gv mt au- .r <br />APPROXIAMY LEASE LINE ) <br />e S 2'53'14" W 215.75' Z <br />EXIS71NG 1547 FIBER-OPTIC EASEMENT��- <br />a C <br />Nu Redd 1 S ,IV <br />r II <br />f r <br />+tet l <br />S <br />_ r 1 <br />01-847 <br />WJK <br />` __-23- <br />check By: US <br />I <br />NW SEPT. 03, 2002 <br />20 0 20 <br />6. <br />40 60 <br />SCALE 1" <br />= 20' <br />000r AND L47Y <br />SAN JOAQUIN COUNTY <br />LE6%I fP. LEASE ANNA' <br />-841E <br />NEW ASPHALT CONCRETE PAVEMENT <br />NUMBER <br />' <br />NEW PCC PAD OR SIDEWALK <br />MANUFACTURER <br />- - < - - <br />EXISTING CONTOUR <br />UNE <br />XX <br />PROPOSED CONTOUR <br />1 <br />m <br />BUILDING SETBACK LINE <br />--- <br />SLOPE <br />EXISTING SANITARY SEWER <br />D <br />20.24 <br />21.76 <br />2 <br />SUMP INLET <br />EXISTING WATER LINE <br />PACO <br />sntr� sots) <br />EXISTING STORM DRAIN <br />- <br />F F <br />NEW FIRE WATER <br />3 <br />4 <br />AREA DRAIN <br />JUNCTION BOX <br />NEW STORM DRAIN PIPE <br />SANTA ROSA CAST <br />SANTA ROSA CAST <br />--- <br />A <br />B <br />ss ss <br />NEW SANITARY SEWER PIPE <br />21.97 <br />21.58 <br />24.30 <br />24.30 <br />5 <br />LEASE LINE <br />5K W / STD GRATE <br />SANTA ROSA CAST <br />CO <br />NEW SANITARY SEWER CLEANOUT <br />- E <br />DI <br />NEW DROP INLET <br />6 <br />DI(E) <br />EXISTING DROP INLET <br />tT) <br />EP <br />EDGE OF PAVEMENT <br />_ <br />F <br />FF <br />FINISH FLOOR <br />7 <br />GL <br />GUTTER LIP <br />0.003 <br />TC.. <br />TOP OF CURB <br />_ <br />1 <br />18.67 <br />TOP OF PAVEMENT <br />- <br />zz.= <br />EXISTING ELEVATION <br />21.81 <br />Axw <br />PROPOSED ELEVATION <br />Q\01841,SITEPLAN2O.dM,GRADING5UTUI <br />PLANG9, DW1010203:3995PM <br />? <br />1 wt gv mt au- .r <br />APPROXIAMY LEASE LINE ) <br />e S 2'53'14" W 215.75' Z <br />EXIS71NG 1547 FIBER-OPTIC EASEMENT��- <br />a C <br />Nu Redd 1 S ,IV <br />r II <br />f r <br />+tet l <br />S <br />_ r 1 <br />01-847 <br />WJK <br />` __-23- <br />check By: US <br />I <br />NW SEPT. 03, 2002 <br />1. Pipe lengths are horizontal distance measured from center of structure to center of structure. <br />2. Roof drainage pipes shall have a 1% minimum slope and have 1 foot minimum cover in landscape grecs <br />and 2 feet minimum cover in paved areas. <br />3. Four inch lateral connections to rainleaders not included in pipe schedule. <br />Revisions By <br />1 sn..� N"mar <br />C3 <br />3 nr 7 <br />STRUCTURE SCHEDULE <br />PIPE SCHEDULE <br />SAN JOAQUIN COUNTY <br />SAN JOAQUIN COUNTY <br />Pro el CE No.:_0 <br />-841E <br />Proect No.: 07-841E <br />NUMBER <br />TYPE <br />MODEL <br />MANUFACTURER <br />LINE <br />INLET <br />UNE <br />OUTLET <br />GRATE <br />1 <br />CURB INLET <br />PER SJC D-13 <br />--- <br />SLOPE <br />-- <br />D <br />20.24 <br />21.76 <br />2 <br />SUMP INLET <br />PER DETAIL 0-C4 <br />PACO <br />24.30 <br />39.0 <br />B <br />19.50 <br />21.00 <br />3 <br />4 <br />AREA DRAIN <br />JUNCTION BOX <br />EK W / STD GRATE <br />EK W / STD GRATE <br />SANTA ROSA CAST <br />SANTA ROSA CAST <br />--- <br />A <br />B <br />21.58 <br />21.58 <br />q <br />C <br />21.97 <br />21.58 <br />24.30 <br />24.30 <br />5 <br />AREA DRAIN <br />5K W / STD GRATE <br />SANTA ROSA CAST <br />D _ <br />_19_53 <br />- E <br />19.53 <br />23.75 <br />6 <br />CURB INLET <br />PER SJC D-13 <br />10 <br />E <br />1318 <br />_ <br />F <br />18.88 <br />21.81 <br />7 <br />EX. DROP INLET <br />- <br />0.003 <br />F <br />I&E7 <br />_ <br />1 <br />18.67 <br />21.47 <br />8 <br />EX.CURB INLET <br />- <br />21.81 <br />_ <br />_ <br />F <br />12 <br />? <br />1. Pipe lengths are horizontal distance measured from center of structure to center of structure. <br />2. Roof drainage pipes shall have a 1% minimum slope and have 1 foot minimum cover in landscape grecs <br />and 2 feet minimum cover in paved areas. <br />3. Four inch lateral connections to rainleaders not included in pipe schedule. <br />Revisions By <br />1 sn..� N"mar <br />C3 <br />3 nr 7 <br />PIPE SCHEDULE <br />SAN JOAQUIN COUNTY <br />Proect No.: 07-841E <br />LINE <br />512E <br />TYPE <br />STRUCTURE <br />INLETGRATE <br />STRUCTURE <br />OUTLET <br />GRATE <br />LENGTH' <br />SLOPE <br />A <br />4 <br />HDPE <br />AD#3 <br />21.97 <br />- 24.30 <br />AD#4 <br />21.58 <br />24.30 <br />39.0 <br />0.010 <br />B <br />3 <br />HDPE <br />DI#2 <br />19.50 <br />21.00 <br />AD#4 <br />21.58 <br />24.30 <br />20.4 <br />-0.102 <br />C <br />4 <br />HDPE <br />AD#4 <br />- 21.58 <br />24.30 <br />LINED <br />19.68 <br />76.79 <br />17.0 <br />0.712 <br />D <br />10 <br />HDPE <br />CI#1 <br />20.24 <br />21.76 <br />AD#5 <br />19.53 <br />23.75 <br />238.0 <br />0.003 <br />E <br />10 <br />HDPE <br />AD#5 <br />i9.53. <br />23.75 <br />CI#6 <br />18.88 <br />21.81 <br />21TO <br />L.003 <br />F <br />12 <br />HDPE <br />CI#6 <br />18.88 <br />21.81 <br />ex DI#7 <br />18.671 <br />21.47 <br />71.01 <br />0.003 <br />1. Pipe lengths are horizontal distance measured from center of structure to center of structure. <br />2. Roof drainage pipes shall have a 1% minimum slope and have 1 foot minimum cover in landscape grecs <br />and 2 feet minimum cover in paved areas. <br />3. Four inch lateral connections to rainleaders not included in pipe schedule. <br />Revisions By <br />1 sn..� N"mar <br />C3 <br />3 nr 7 <br />