20061539 Ver 1_Site Plan_20061211

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i ~ i ~ PROJECT REFERENCE NO. SHEET NO.
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i RAW SHEET NO.
i ROADWAY DESIGN HYDRAUUCS
i ENGINEER ENGINEER
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INCOMPLE E FLANS DO NOT USE FOR / W ACQUISITION
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PRELIMIN RY PLANS
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i i h y N63~92i-
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i / 1- O ~ \ BRUS \ ~ o BRUSH ~i
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i 0' . ~ ~ -f ~ ` ` ~6`~~S68e" ry \ 53
w ~ ~ / ~ ~INS~ ~ ~ ~ ` 1- ~Q~ r . ~ O 929• • • • 'kb *46
~ i ~ \ ,n., - - - - - ~ APPROXIMATE -ft. " _ _ _
~ ~ i ~ \ ~Q1~ N 1 \ JUNK W
i ~UNK ~ ~ ~ ~ 0 /y ` ` ~ 'O , m 4 s
> ~ ~ ~ ~ ~ ~ PILE S
_ ~ ~ / ` . . 4 .00' 40.00' 40.00' ~ 37.70' 7~_ ~C~ N8 'S4'30'E N8~'~!'29'E 89'54'30'E N89'S4'2 E 89'54'29' S89'3 ~!V \ ~56 O ~ I 7~~CQ m
S89.35'17'E
h~~ i ~ ~ ~ / / UIN~ ~ ~ ~ CREE r' _ocn-- z
/ ~ ' ~ ~ TH 10 \NeOw + ~p ~5e ~ 0 O J L - • O o •
i UIN,n, / ~ of y ,C~ rr / ~ ~ ~ S6 . 0 p mL
EL. 33.68' H6 38 TH 8 6 I/2' PLASTIC O 3Sg2`~~ +H 9 ~J~` + ,3 ' ' ' ' -~~Lv 11+50.14 WATER LINE q• ~ . ~ ~ p 7~J. ~7 5 2' r' EIP •
MT. ZION ° S8 S89035'179E
I V2' CATV 11 +50.03 11 +93.0 2 •9 = EL. 20.78' SWA~IIIP CONDUIT 69.81 50.00 EL. 3.06 ~ • 6' PLASTIC A ~p ~o ~ ~ HOUSE OF PRAYER v, ~ o _ ~ cn m o
Sss~99~~9~~ WOODS TH I 6wAT• R`l NEC 2 ~ WATER LINE . ~ a ~ 9~ ~ ~ ~o a ~ ~s ~ , A W cn d ~
ti wa?~ c''~a` m
~ ~s~~. ~ 1 ~ .fir h ` ~2 a~_ EiP PAINT RFPI~NG N _ +72.4 ` ; ~ «ts.-?_ ~..15+00.00 15+50.00 FS~ /B,n ITnNS GL!~1' RIP RAF'?' ~ . ~~m R' ~ • 14 ~ 16 ~ 18 18 0 0 L I I
1 / \ % \ ~ ~ ~i ~ o 8, UFT o0 4 I/2' PLASTIC W • ~ _ ~.~Q 80.00 ~~'~6j ES 5 S.Y.F.F. ST. I.0 TONS ~ ~ g+~~5 ~ ~ H 5 N
~ 1 ~,r ~ ~ +Z6.64 / ~ \ O ` ~ ~ o , STATIO ~ FSS LINE o ~ , ~ ~ ~ ~ ~QE 15+50.00 +50.00 2 16+50.00 ST. 5 S.Y.F. ~ ~ ~ o + ~ ° + N
~ ~ ~ ~ a o IQ 50. CLASS II ~ ~ ~ ~c 60100 ~ ~ ~ ~ 56.67 _ w~ rn~' a + 4 W ~ 30.0 ' RIP RAP a , + .67 -w~~- ~ 50.00 W + G AGE I EL. 37.26' i
~ ^ ~ ' ~ ~c ~ o ~ + 5 ~ D I 7' AC x''40'62 r IS BLK BU R 25'~y I I I ~ eLK eus POT Sta. 2J+9p
7~ ~0.~ E ~o °D 2 B/KE LANE TYPE ill 4 + 50. F 2 ~ ~ . ~ 1t~ ~ T ~ yt _ _ _ _ oy WAT NE '4O
N 4'27' ~0 R - - Cgs, ~ RI A p ~ ~ +4' B/KE LAN R6 M- - - - . I sync-Rnr - - ~ L--
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EO w 01 v R7* E. sr
~ ~ ASSOCIATED PING FOUND ~ FROM WATER TERS TO ~~.E.~ _ . - - T~ ~n •
i OTHER STRU TURES ~ ~ 3 ~I SR 1438 DIXON FARM RD. 20' BST ~r xc 123
C StO.B 90.5 ~r ~
ii s,~ / _ u IPRAP IPRA~' TYPE III ~ - &~Z V RUSH Fs 4_ _ +50J2 sa esr
~ o • I - - y '1~. 4' BIKE LAN F Iil , c ' ~ - ' ~ ~K Hw - - - n ~p • RE PAN Exisra~c aiw ~ CONC RETAI HW
_ .TAI / dOp 17
i ~ / A' 0~'~ , ' ~ , 30. 30.06' °i BRU H ~ ~ ~ BRUSH 9 , ~ ~ 6 • 6 . ~ R .6 ~ 28 , I
i r i m TH 4 ~ ~ , ~ ~ ~ ~
e ,,~o; - ~ J2EXlSTlN6 ,0 88.36 88.36 B,r i REMOVE Jc ~ ~~c ~ + i ~ ~ ~ r~ GRASS ~ 150.00 18.9' 78 ~ ~ ~ / EL. 38.72' i~ ~ ~ 13 ~ o ~ ~ too
~ R ' G D CU 11 +63.52 ~ ' ' ~ ~ ~ ~ Wi ~ ~ 41/2 PLAST~ P~L~AET~ ~ ~ / 4 I/2' PLASTIC .BRUSH ~ ~ ~ o ~ ~
~ ~ ~ ; ~ j ? ' ~ ~ ~ ? ~Kl G ~ PAINT ~C 6~ `4 RAIN 60.00 e~~ ~ ~ FSS LIE PAINT R l G ~ ~ , ~ ~ ~ ~ ~ ~ / FSS LINE ~ ~ N _ ~ ~ ci, 5 pLP v
i~ ~ ~ k ~ ~ k 10+86.00 ~ TH 3 TH ~
_ ~ ~66J8 +40 + ~ ~ ' i i 5
'ii/ Sri , ~ ~ o TH 2 31.2 18.6 ~ ~ ~ ~ ~ / ~ ~ ~ m ~ ~ ~OG ~ ~ ~ ~ ~ • RUI S ~ GI 0 Nv 97.01" 00
e~ ~ o ~ + 3 5 O EL. 19.73' EL 26.q9 `t K' ~ 8 4 V2' PLASTIC 4 PLI4S ~ ~ ~ ~ .nay ~ ~ DOG S89'10 26'E ~ PEN 97. ~ ~c ~ ~ ~ ~ yP~P~ti c~ PEN - 0.00. 48' CHL N89'17 ~ O ANC 48' CHL N8977'58' E~ II N II~
i Qa / ~ ' FAITH HOPE ~ i i ~ / . TEMPLE HOLINESS (Q O i °o ~ ~ 4~ ~ FSS UNE S II~JE ~ ~ EL. 24.77'
~ F~~ I S BRICK ~ I/2' PLASTIC WOODS ; ~ ~ . • FSS LINE I ~ 588'08'05'E ~ ~ ~ ~ / ' - 32.82' . - NO A IATED PIPING FOUND
i TOND 2
/ ~P BRU ONO CLAIM o BRUSH' N 89'4235' W RAINBOW CRE - ,,.0~~ WOODS HTR FR ATER METERS TO ~ER STRUCTURES II
AAA ~~~~5 ~,y~L~• ~ 165.58' PROPERTY LINE MIIT RUN OF RAINBOW CRE ~ 4
~a a G~
°Pf~DACH SLAB -L- POT STA /4+T156 ~ ~
~ \ RIDGE -L- POT STA 14-f6356 ~ o p ~I N 3 II
t 4 ~ N
~ Bz 2 Bz 2 x x x ~ o o~Q ~ x
1 ~ 4

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i ~ -L- Pl Sto 20+9~OA9 00,909
O = 2' 3/' 0%~'' i D = 2' 32' 40J' VsAf (RT)
Pl Sto 9+46.7/ Pl Sto 10+90J2 J2 40J'
O = 3/' 38' 50.6" IRTI O = 5' 26' 58.7" ( D = 28' 54' 55.3" D = 3' 42' 34.0" B.7" (RTC L = 98.92'
X4.0" T = 49.47'
- ~ L = 109.45' L = 146.9/'
o% T = 56J6' T = 73.5/' R =2,25/.77' 7
R = 198J5' R = 1,54459'
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