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<br />I 84LF LEACH LINE 10OLF LEACH LINE {I
<br />. ... �" -----------------------------------------------------_------ -1I I I II "1
<br />` I^� __I ....... ... ......
<br />. ."'-------------------------------- -------------- - - - - ..
<br />I I
<br />PnRyO�POSED ��
<br />i SP�Iti Y� ft ''`t o ' = .I I I. . '-1
<br />10OLF _ I i I ' LIl
<br />. . . . . . . . . . . :... LEACH - -- I I. ,III.1. .... ....
<br />. LEACH LINE Bl.flS
<br />'-------------------------------------------------' -------------------------------- - --- - ----- I 'I .
<br />I , I ..,. • 1 L N
<br />1 I
<br />. .I I I I'J . . I .......... ...... .....
<br />'I > 10OLF LEACH LINE i I 1' . 'i'{I ''.:........
<br />10OLF LEACH LINE
<br />I.. .....
<br />EX -SD PIPE
<br />IXIS71N PRO LINE _ . .. .
<br />SDCB '' 1 t59.72FL 10"
<br />`i ` I 1 I. .'Ii .... .........
<br />. . . . . 100LF LEACH LINE ---- - -----------
<br />66.00®FL 10OLF LEACH LINE ..... .. .
<br />$ ..I
<br />1 I I
<br />,
<br />. . .
<br />62.72FL 12 W 1 - - -r II 1I
<br />I �; p
<br />6LF 12 SD 5=0.0027 . . . . . . . . . __ _.- I 11 i i r ,:i
<br />;/ i __ LINE t00LF LEACH LINE - i �' j� `( II
<br />j 10OLF LEACH - I is
<br />-- -
<br />--------- - --- - -
<br />- - --- ---- -- --- - ------ ---- - I
<br />11 t
<br />1.
<br />I jj
<br />-
<br />I SDCB t00LF LEACH LINE 10OLF LEACH LINE `'
<br />I I 66.43RIM , __/ _ .... .. .....
<br />f _ ---FLEA-- - 1 1 ..._...
<br />-------------------------------------------- I - .....
<br />I I I "-------------- ----- ------------------------------------ ------------ 1 '" <'.' ' I / l ._. .
<br />•
<br />..:.:
<br />1 I 62.70FL 12 E.'.'.
<br />I I I '58.55FL 60" S w
<br />1 I 10OLF LEACH LINE
<br />x
<br />, I 10OLF LEACH LINE V.-
<br />� )i _ .
<br />I - PI..------------------------''----------------------------------------------------------------- - ....... . .. ..
<br />I., PI
<br />1
<br />I '', I 100LF LEACH LINE GOLF --- --- - -
<br />1 LEACH LINE
<br />I- - -- ....,
<br />-------- -- r'
<br />'4t' I. P I ..
<br />': • W.
<br />10OLF LEACH LINE :. -- 11 1' = 20'
<br />I---------------------- ----------------- ------ S ....... ...... ....
<br />` I 1 . . . . ,- -- ....... ....
<br />,
<br />_ ._
<br />I I . . ,%.I ...L......:...
<br />I i 10OLF LEACH LINE - 100LF LEACH LINE - I )i _
<br />.
<br />'i i , I . . . . '^ ...... .....
<br />...... ..
<br />1 --------------------------------------------------------- •----------------------- ; I o
<br />'. I ----- .....
<br />I 1 1 ....
<br />�:I': �, '..I
<br />I
<br />^I ,\ I i I 10OLF LI.
<br />EACH LINE ..II .
<br />. F EACH LINE ......
<br />1 1 , 100E L...
<br />,� 1 1 . . . . . . . . . . . . . L_, ------- - ---- -------- - --------- - ...,1. ...... ......
<br />;, , ------- ----- . .. ..
<br />1'1'11'..._. '1'1'1'1'. "111.1.. ...
<br />11 I �1 I :I .
<br />,,I F-- I . . . . . . . . . . .1. O ....I 1111.. 1111.. 1111.
<br />f , I 1111.. .....
<br />I
<br />10OLF LEA LINE
<br />I I . . . . . . . . . . . . . --------�-- y. 1'.I
<br />,1111 I
<br />I Ill
<br />............................
<br />, I ...,..II
<br />y ¢;
<br />; �i I .... . .::.:
<br />:.
<br />I .....
<br />i�" ' �I � `
<br />100LF LEACH LINE
<br />10OLF LEACH LINE
<br />, , lL 1 I -- ,, .. 1111.
<br />/`, I ',..,... j."__________________________________________________________________, 1111... 1111. 1111.
<br />:11 o I
<br />,I 1111... 1111..
<br />I , (�) 100LF LEACH LINE it
<br />t00LF LEACH LINE ___________ __1___-________ _
<br />--- I 11.11 .....
<br />�' ' I r '--`--------- ------ ----' --- --
<br />„ , , .•.. I.1111... 1111. ..
<br />I1111...
<br />1, I
<br />A ; I 1 ,wI ..........
<br />111.
<br />, ` I I :' . o t00LF LEACH LINE 1i
<br />---- ------- r
<br />n , I .......... 1111
<br />, I I , 10OLF LEACH LINE ........................
<br />1111. I
<br />I I,,----------------------------------------------------------------' ------ -- `!; 111_1 1111..
<br />n , I V r_ 1111. ..
<br />I --------------------------------------------------- - :... 1111.
<br />�I
<br />-f • I {j{
<br />I 1
<br />10OLF LEACH LINE 17 I v; : ",.ii .,.. ;. EX-SDCB 5564) ...........'... 1
<br />' I 10OLF LEACH LINE 111
<br />�I. J , I ------'
<br />/, I i - _ _ I t69 38RIM
<br />,I
<br />0
<br />/, ( I li 1 0 N ,..�� . 65.38FL 10 W... w
<br />r, I 50
<br />/ , I I . . 100LF LEACH LINE I- Fx1�"SD, o
<br />/, , I I TYP-� ) 10OLF LEACH LINE .'.'.'.'....... ':... .'.'.'.'... .'.
<br />. .
<br />„ . .'
<br />.
<br />I .. (NP) GOLF LEACH 1 : ..EXISTING RIGHT-OF-WAY
<br />/, ; ' I 1 10OLF LEACH LINE II
<br />/I : i I �I
<br />/ I ; I I I...... ....:..
<br />/. 1 i ! .o I- '•I
<br />....
<br />/i'', i I . . . . . . . 100LF H UNE tooLF LEACH LINE "L y ,'II '• %. ' . EXISTING PROPERTY LINE
<br />/, i I •
<br />1 I
<br />/I 'I I I . . . . . . . . 1 , {I .. ..... ....
<br />I. .i r' 1111.. 1111.. 1111.
<br />/, i 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10, 1 I (n -. II ... 1 1 1 1 . _ ... ........
<br />-CD
<br />//,' I i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CE TYP i OCF @CCiH LINE 1
<br />/ , I i ',,,. I . . . . . . . . . . . . . . . . . . . . . . . . . I '.:,I .. ..... 0 1
<br />. ..
<br />. .
<br />.............. ... .
<br />/, ,, , I I ''::`: {I '....�.....:.:.:.:.....'. ' ':':'.':':.:.:.
<br />% ) i _ 1001E LEACH LINE 10OLF LEAH LINE II . ....... ..
<br />i' I I I__ 11 ' I ........ ' .. '.'..."
<br />. .
<br />... .
<br />,i I .....
<br />{I . .
<br />/, } 10OLF EACH LIN t00LF LEA H UNE (i ...'.'..'.'......
<br />j, SDCB . '; _I' .'..
<br />f ; 68.43RIM Y` 1
<br />...
<br />/' SS.SSFL 60 )N o ) {I ..'.f.
<br />/; . . . . . 100E LEACH -LINE
<br />10OLF LEACH LINE _ _ �»='--' :;II
<br />%i , ')
<br />: `.Ii
<br />.. _
<br />%'I , �� t i ' I ... ..111'1".'.. ...
<br />..
<br />/ { (n'P) t00LF LEAH UNE 1 ................. 1111 o
<br />. . . 100LF LEACH LINE II :'.:.'.'.'....'.'.. '11'11'..?4. .T!Q.'....'
<br />:. :'JI ............. .........
<br />i; PROPOSED SPORTS FIELDS PROPOSED I ;:1; ::::'::: -::::::::
<br />" .. .. " " 10OLF LEACH LINE 10OLF H LINE {I .
<br />i- .. .... . SPORTS FIELDS
<br />r', 1,
<br />' I o :�" : .. .... 1111 .. :.'.
<br />48
<br />/I I I IOOLF LEACH LINE I t00LF LEACH LINE ,W: " ,,.,.Ii.....I...................................... I
<br />;,�
<br />/ I ; ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `� ', I ....... ..... :
<br />':, �I
<br />)I w
<br />�, II III.. . ......I.... ..I..I.......
<br />I 1,TYP 100LF LEACH LINE SIH _
<br />�, `' .. .. ... ' . �I KEY NOTES
<br />t00LF NE
<br />/ , > EXISTING R• TY LINE . I ,, ,
<br />. �I 11--'
<br />%, TJ 10OLF LEACH LINE jI ... .
<br />IA
<br />�' L ( PP I THIS PLAN SET SHALL ONLY BE UTILIZED TO CONSTRUCT THE SEPTIC
<br />"'
<br />�l I 10 .
<br />x" ,, i TYP ;:'/ / - :., 7, PP : ` �I :.::: .......... I I $YTEM IMPROVEMENTS.
<br />,,
<br />11
<br />%` ) t00LF LEACH LINE 100LF LEACH LINE V ® t" II'CIVIL IMPROVEMENT
<br />/I` r' /I . -
<br />o l f0.
<br />r' ,, II : DISTRICTORCALIFONTRACTOR RN A"�PERPAREREVIEW �D BY�NORSEF �TH� AR UNIFIED
<br />ENGINEERING�GROUP
<br />( /1111..'
<br />/.1.0 \ % . `. ''ji ... `1 1 1 1 FOR ALL OTHER CML IMPROVEMENTS. IF A CONFLICT IS FOUND
<br />/ 100LF LEACH LINE i / "Ij ( BETWEEN "CML IMPROVEMENT PLANS FOR COLONY OAK K-8 SCHOOL
<br />/ , 10OLF LEACH LINE
<br />�' / 4 i I w I RIPON UNIFIED SCHOOL DISTRICT, CALIFORNIA' AND THIS PIAN SET,
<br />` j II 0 CONTRACTOR SHALL CONTACT ENGINEER IMMEDIATELY.
<br />. o
<br />_ _, (TYP) 100LF H LINE O D , .' (i . I ®CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN
<br />�, / IGOLF LEACH -LINE- I , ::'I " " "' COUNTY STANDARDS WITH APPROPRIATE FTTINGS AND REDUCER.
<br />�' _ EL II CONTRACTOR SHALL VERIFY THE LOCATIONS Of THE UTILITY
<br />/, :. :.I 0
<br />.
<br />�' ( . ? . - .. .. L .1. 213LF 4"SS TYP� ijl
<br />.
<br />"" ""' "' CONNECTIONS WITH THE PLUMBING PLANS PRIOR TO CONSTRUCTION F
<br />.' :'
<br />`.. yi BUILDING.
<br />D STUBS AND STUB 5 FEET FROM THE FACE OF THE
<br />...
<br />.... .... ..
<br />".
<br />rn 5g' 'pp.....':
<br />, ? SS -TANK SS -TANK SS -TANK SDMH rn 1 {� .. flpSTING PROPERTY LINE'' I 1 ®CONTRACTOR SHALL INSTALL SEWER MANHOLE PER SAN JOAQUIN
<br />�I 7045ORIM 70.50RIM 70450RIM SS -TANK 70.72RIM o o I 11 COUNTY STANDARDS AND SPECIFICATIONS.
<br />�' 68.55FL 8 W 68.27FL 8 W 63.14FL 10 SE - ' `/'v .. .... .. ..
<br />68.83FL 4 FM 70.50RIM � 1..
<br />/ I I 68.02FL 8 W . . . . . . . . . . . . . . . . . . . . . f62.14FL(10")N . _ _ . , ,.II I ® CONTRACTOR SHALL EXCAVATE EXISTING SEWER LINE TO VERIFY THE
<br />'/ $' 5' o I' .. w HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO THE INSTALLATION OF
<br />.,...a.11 ..' .
<br />/ 0 ,, ......., . SS -TANK O O O O O O . SDCB b `� {I _ . o THE SEWER STRUCTURE/PIPE. CONTRACTOR SHALL INFORM THE
<br />PROPOSED 70.50RIM 59.98RIM w
<br />% , . ;... .'. w H ,, I I...... ENGINEER IF THE ALIGNMENTS ARE DIFFERENT THAN SHOWN.
<br />�` Q, 68.33FL 4 FM E 8 PER SAN JOAQUIN COUNTY
<br />/; WELL SITE , . SDCB 61.70FL 8")SW .. _ _'.'..'.%'.... STANDARDS AND SPECIFICATIONS.
<br />.> ; :1
<br />/` ,` ' :CI .. .. .. .. .. ... 1111. .. _ ................ .1111
<br />�I SDCO 69.79RIM
<br />58 23FL 72 S
<br />S -TANK .... SS -TANK :'1111.::..::11:11:.:..::.... . . ....... .:.:.:.::...... . . ) I:, �j
<br />CONTRACTOR SHALL CONNECT TO STUB
<br />a,
<br />I
<br />71.26RIM 65.69FL 12 S RIM ... . . . . . . .I ®CONTRACTOR SHALL INSTALL SEWER CLEANOUT PER SAN JOAQUIN
<br />f,.: �..................'.
<br />�, 050 0.50RIM ,--,-.-----.-�.....--__-._,..�......... t -` .I 1 COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAIL ON
<br />5.77FL 12 E .1111.....
<br />68.58FL 8 E_ -�.,.�__--.-.--1111.. ............. .. .. ;.'. � . L 1111. � II ' ................. .
<br />...1:111 68.30FL 8 E 1111. 1111.. .I... .. J . ... ... 1111. r.'...'. I .. .
<br />ZI I :1. ILII'. ',:... , 2LF 12"SD S=0.0020 SDCO ....�,. .. ___----�.......-------.�._./` ..:.---•_-a.......... ;. , _ { .'+ '1 1111 1 I, j::..:II 1111 .. 1111 ... SHEET C1.2 FOR ADDITIONAL INFORMATION.
<br />..I.....
<br />�1 r: 71.11 RIM I :' SD -RIS R I . 4:. i.'..............I `;:...
<br />llll ►�///%/ //»
<br />Fi' .. .. .. 1111.
<br />.. I II m CONTRACTOR SHALL INSTALL 4,000 GALLON PRIMARY SEPTIC TANK PER
<br />�, ... ; , SD -WYE o 0 o I ... .
<br />h 65.54FL 12 W,E Y F 1/ ) 69.90RIM I . I 1 L'.'...'..... .
<br />�; ; '.:: '' ' , 66.02FL 6 SE o t+ o Fn m o .:.: / , � I / ! �' .EX-SDCB(5443) " SAN JOAQUIN COUNTY STANDARD DRAWINGS AND SPECIFICATIONS. SEE
<br />v - N o ... 8.23FL 72 S .I L .SDMH I I Il . .
<br />\' , i ; . .. 65.77FL(12")W,E ^ o °°N o EXISTING RELOCATABLE , ' a,'.t70.53RIM I I'•. ' ,'1� .,' 169.52®FL DETAIL ON SHEET C1.2 FOR ADDITIONAL INFORMATION.
<br />�. L o I 63.55FL 10 E I
<br />w n n �.'..:.'.'I 1 ',I' I 10„ N :. al .. 63.59FL 10 W..:'.'. _
<br />S -WYE
<br />/' (/ :.1111,. 12 D DI .... --
<br />B U I L NGS 3 \1 /�1I i .I 63.45FL I CONTRACTOR SHALL INSTALL SEWER LEACH FIELD IN ACCORDANCE WITH
<br />/ .. ... �,�/ /L,; ... ::.. 1111. .F.... 1111. .. 1111.. .. 1111.. .
<br />1111 , , I'I I ..,.I .. o
<br />/ 561E 12 S=p 6 .65FL 12 N,W,E � / / ... "I l.'..:' I. 1•. ,I',','.','..' II SAN JOAQUIN COUNTY STANDARDS AND SPECIFICATIONS. SEE DETAILS
<br />(,- ~. 0020 '.: / .. �...... ,rt: f' . . . . D I
<br />�; '/ . , - 51 LF 1 " SSMH / 1/ V I I .. 1 r 1111... ON SHEET C1.2 FOR CALCULATIONS AND ADDITIONAL INFORMATION.
<br />f ., • , .: -. ��u
<br />- S=p 2 SD 22LF 12 SD 71.14RIM i I. ( D - OR ANY
<br />�� ��/� I' 'I CONTRACTOR SHALL COORDINATE WITH SAN JOA UIN COUNTY F00=0.0020 62.44FL 8 SW /�, _� " � ..... , 1.........'. �. : ' .f ' I INSPECTION DURING CONSTRUCTION BY COUNTYQPERSONNEL
<br />(� /�; ( : SLF 6"-.50 >- b 55LF 8 SS S= �. �.1/ Y1/ �......-„ . ` I.:d .t . 1 I; .'•
<br />0.0050 SD 62.34FL 8 NW �. , / .I/
<br />-- v
<br />`4LF 2 SD 5=0.0.020 8 SS
<br />SDCO i.. .. 11.11 i .r F I I .'
<br />�; I -��__ _�1 <^ I �I ®PROPOSED 100% LEACH FIELD EXPANSION AREA PER SAN JOAQUIN
<br />�, %- _ �� SDCO ., p.. ,: ., . .. 70.80RIM � } 5 . ... I ' 'i,. I : i, 1."<,:11 12LF 10"SD 5=0.003 L' I COUNTY STANDARDS AND SPECIFICATIONS.
<br />.... . I.•_,.......... ,-_I .... . . . . . . . , .. I. i• 'l I'..: I ' ' .. ..
<br />/ . a'..' SDCO 70.91 IM 65.51FL 12 S , ... I .. I I FEET WATER WELL SETBACK RADIUS UNE.
<br />�: 71.25RIM 65.66 12 W,E " ti '' 1 I. I .1 I ®150
<br />.. ..... . .. 1111. . . . . . .
<br />' I
<br />66.O6FL(6')NE x<F " ; 2LF 12"SD 5=0.0020 "1 I I fv I. { . l
<br />�'I i PROPOSE SSMH cov "i " 'S 1 t I ij ®CONTRACTOR SHALL *USE EXTREME CAUTION* WHEN INSTALLING SEWER
<br />�' t9 IM 0.o SD -WYE ..� j' l'...... h•- :.11 NEAR EXISTING UTILITES. CONTRACTOR SHALL ENSURE THAT THERE IS
<br />.. .. .. .. .
<br />/, 62.O6FL 8 SE 9 o 65-- 12 W,S _ . . . I ....L. n 'I .I. . .. 1 1 1 1
<br />�, SDCO BUILDING E o II SDCB 13 , ... I ADEQUATE SEPARATION BETWEEN THE PROPOSED SEWER AND EXISTING
<br />' 71.33RIM 61.96FL 8" NE '...:. a r'*FI .'. o I 'I . .I. 1 Ij o
<br />f I :' I UTILITIES CONTRACTOR SHALL NOTIFY ENGINEER IN THE EVENT OF ANY
<br />, .. . i 1 ]} I 56 00 '1111
<br />` f m to 11 . . . . N ,I t r1:.:: 1
<br />' FF- 71.0 0 69.58RIM v- K' I
<br />• . 67.45FL 6 S - N .y 67.27FL 12' SW e Y L 1 .. � I 1.. ( 1 CONFLICT.
<br />�; %r 67.20FL(12")W,E to ..'.' I. .1: .I '1111'.'.'. ( L'.a,.{I
<br />, SS -WYE � I . I:., , . I1 ® +USE EXTREME CAUTIOIN TO AVOID UNDERGROUND UTILTRES WHEN
<br />/ :' 1111.. , ..jm�
<br />ffi -' � +,:: ""' � o i^ I I I INSTAWNG FOOTINGS FOR WALLS AND FENCES AT ALL UTILITY
<br />��I 1.1.-., (TYP) <' 62.S 4 NW p20 I. . . . . . 7��� }. 1. :I . I 1:::..11. .
<br />I I '::SDCO :.......'. ,35LF j ..I,. 62.69FL8"SW,NE c, 0� '._ r . . . . . . . . IN/ 1 1 1 1 . J .:I 1...:,aAl .. I WALL/FENCE CROSSING.
<br />71.28RIM 2 SD S_0.0020 . -- ., •TOLE q*RIGHT-Of
<br />-
<br />/'I , ; .: .. � :., ':., .. ,• .,. SS = ` ,1:11::::1, 12 `;,, w -q , .j .:: 1. I I`.,:.J' EXISTING WAY CONTRACTOR SHALL INSTALL OBSERVATION WELL PER DETAIL ON SHEEP
<br />�. 67.29E 12 E ...:_ . , ... o-7 S 0.o20Q '12.5 1150 . . . . . I t� . I. I „ I ....
<br />f ASO ` `' ,:. it I C1.2.
<br />.. t -{;_ , I .. ... I. I `..., I . ...' .' 1111 ... '. .
<br />14LF 12 SD 5=0.002 ... p50 1:::111 SD -WYE . , .:. 33Lp 12' `' . . . . . . . . t .. I. i i I I '
<br />". �` A .: =o: �,, .:1111 .. ? 1 I . I -i . I I .:' :.I
<br />/ 0 1 I
<br />/, - `1 .� 67.52FL 6 SW S O 3$� 1 X20. ... 22LF _ _.- I. L. I ®CONTRACTOR SHALL INSTALL SANITARY SEWER LIFT STATION PER
<br />/, . , _ 2 SD 12 SD - 12 SD.. ^ . . .. 1 . .�. ..I :.I I . i. 11 .... .....
<br />I SDCO 67.27FL(12 )W,E S_0. S_0. ,,, .. 111_1, ...... ...j 1 ....., I ......I .. 1111 .....
<br />111.. 1111. MANUFACTURER RECOMMENDATIONS AND SAN JOAQUIN COUNTY
<br />/ 1 42RIM 0020 ,. :: 0020..
<br />71.34RIM '"� ..... 1 1. I . I". 'II STANDARD DRAWINGS AND SPECIFICATIONS. SEE DETAILS ON SHEET
<br />64.26FL 4 SE;... ,, , o ... SDCO l'..' J. L ... 1111 1.
<br />.E; " .-. .. .. .N ... .. .. ... .. :1111 i ( 1111..
<br />I.'.'.
<br />, 67.63FL 6 NE -i ,; . ............ I ... 0 I1.32RIM .... . ... i :. 1 t.. I .. LU • „1 ... x C1.2 FOR ADDITIONAL INFORMATION.
<br />/ I ( /.. .I 1111. 1111.. .. p
<br />. . 1. I, . I y
<br />I �,.. _ ., , . .::: • ` , .... :: ... .. - I SDCB
<br />,1111:"
<br />15LF 6 SD S 0.005 67.05FL 12 W,E ". I Q -,:.:^:.I
<br />/` .,_., . 3 ... .o .. .: i ,.: -...:.'..:.:. .J. 1 1 1111. 1111.
<br />', .,.,; a 68.98RIM I I V VA C
<br />�, ,.,., ,, y L . f_ _ I I , I ®CONTRACTOR SHALL INSTALL VALVE ULT TO MERGE DUAL DISCHARGE
<br />/, i ,,,, ' 7 < ., .., .: 0 , ' ��- 1,111. . ..: ., .. . " _ . •. .:. I . L'.' .II . '
<br />�c SDCO SD -WYE - ,I I_,8 ,.,a .. S RECOMMENDATIONS. SEE SHEEP C1.2 FOR
<br />/ >.,, ? +. 0 31 LF 12 SD 5-0.0500 _
<br />t .. 1111.._ : . SD WYE r
<br />/, ,.r :. 71.32RIM ;.•.Y ti ... 58.23FL 72" N .. II".; a.i ADDITIONAL INFORMATION.
<br />s.,., 1 , ., 67.12FL 12 S,W,E SDMH
<br />, �;' " x,. <v .. ., .: .SD-RSE�� _ .. ....a: SD -RISER` :..':..'• . . 64.23FL 12 E ' I.'� 1111 l 1. 1111.. I I .. ... 1111
<br />�, X. SD RISER SDCB I `.`:I .'. I
<br />L�j 67.53FL(6 ri, .' 71.04RIM I
<br />�I ��.�:....:.. w-..' 70.62RIM 70.22RIM-�69.72RIM 70.43RIM 58.23FL72"N.S. " 1 ....' I iI ..... .....
<br />.. .
<br />I. .
<br />�,, % (- ... 67.13FL 12 NE , o " " =`..': .-;` :. 28LF 12 SD 1'..'. (',.::.I ®CONTRACTOR SWILL INSTALL LIFT STATION CONTROL PANEL PER
<br />/, A'-<,'" x X ,I .. „ o . ., '.11 1 .:1:. 65.11FL(12 )NW.E 65.37FL 12 W I I . .--.--I . .
<br />Jnr•...:,; M 67.01 FL 12 W o 65.37FL 12 W,E 65.37FL 12 W,E " S=FLAT II MANUFACTURER'S RECOMMENDATIONS. SEE DETAILS ON SHEET C1.2
<br />( ) 60.371-1-kOU )S 60.37FL 60" S 60.37FL 60 S
<br />�; EXISTING PROPERTY LINE a _ x X�/f- : „. --60.37FL 60' S -- - -- _I _ _I vK I... { '{ ':�')i FOR ADDITIONAL INFORMATION.
<br />65.37FL 12" N '', Y.t _
<br />t ,x nfd :" 65.27FL 12" SE. �, w I I D I . . . . 11
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<br />:_..;,' ..: ." I I 8LF 12"SD I 1 28LF 12"SD I I :. r ;.',SD -RISER F 1.'>:JI ®CONTRACTOR SHALL INSTALL FLOW METER.
<br />;,-`, I -Z SDCB f ... . °° i i 28LF 12 SD I 2 S=FLAT I S -FLAT . . . . . . . . .
<br />ti. 70.44RIM SSMH t_I. I S FLAT _ I . .I i 69.98RM I: c`, 1 .:'I':..::'.: '.''.... .
<br />/;`i ., ., 70.64RIM I ! i I i i I I I ".. I . 1 f66.091FL 8')SE . I .-..II ®CONTRACTOR SHALL INSTALL INSPECTION PIPE AT END OF EACH LEACH
<br />67.19FL 12 N s' I I I I I I I . . . I. I .. w UNE PER SAN JOAQUIN COUNTY STANDARDS. SEE DETAIL ON SHEET
<br />/ d SSCO ('pw 63.12FL 4 W
<br />/ I ( 71.39RIM x` i"' 63.02FL 8" SINE 1 1 I I I I I I . . . . . .1 . 1 58.23FL(72")N ' .:..11 .. 0 C1.2.
<br />. .. 1111. 1111.
<br />/`I , ! .i' a4 n0.Cr1 ;t'.... ... '.., '•. , ..... : :" i I I I I 1 I I I �•:. I. I,,. II 'I'....'. ...... . I
<br />SEE SHEET No. C2.2 SEE SHEET No. C2.2
<br />C[) CONTRACTOR SHALL INSTALL DISTRIBUTION BOX WITH TRIMMER VALVE
<br />PER SAN JOAQUIN COUNTY STANDARDS.
<br />COPYRIGHT 2017 NORTHSTAR ENGINEERING GROUP, INC
<br />CLIENT FOCUSED • PASSION DRIVEN
<br />NORTHERN CALIFORNIA
<br />1110 IRON POINT ROAD, SUITE 200
<br />FOLSOM
<br />CALIFORNIA 95630-8301
<br />TEL: 916-355-9922
<br />www.wkarchbcts.com
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<br />SHEET No.
<br />C2.1
<br />SHEET No.
<br />C2.2
<br />Max Wan Medina
<br />C-24882
<br />Y1k06,10.17 JA
<br />CONSULTANT
<br />KEY PLAN
<br />\ Enghwvng Group, Inc.
<br />• CML ENGINEERING • SURVEYING . PLANNING -
<br />620 12th Street Aodesto, CA 95354
<br />(209) 524-3525 Pho (209) 524-3526 Fax
<br />FILE# XX -XX
<br />IDENTIFICATION STAMP
<br />W. OF THE STATE ARCHITECT
<br />APPL.# 02-115513
<br />AC FLS SS
<br />DATE
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<br />DRAWN: CRW
<br />CHECKED: JPE
<br />DATE: 061-02-17
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<br />PROJECT NUMBER 1520100
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<br />KEY PLAN
<br />\ Enghwvng Group, Inc.
<br />• CML ENGINEERING • SURVEYING . PLANNING -
<br />620 12th Street Aodesto, CA 95354
<br />(209) 524-3525 Pho (209) 524-3526 Fax
<br />FILE# XX -XX
<br />IDENTIFICATION STAMP
<br />W. OF THE STATE ARCHITECT
<br />APPL.# 02-115513
<br />AC FLS SS
<br />DATE
<br />mm
<br />imm
<br />mmm
<br />■mm
<br />.00
<br />mom ■om
<br />m®m - - •
<br />•
<br />DRAWN: CRW
<br />CHECKED: JPE
<br />DATE: 061-02-17
<br />SCALE: AS SHOWN
<br />PROJECT NUMBER 1520100
<br />ONSITE SEPTIC
<br />SYSTEM PLAN
<br />DRAWING
<br />C2.
<br />NUMBER
<br />
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