20091173 Ver 1_Site Plan_20091102

R~vlsior~s _
CUT NEW MANHOLE INTO EXISTING 12" CONTRACTOR SHALL SYM. DESCR4PTION DATE _ t3Y ~
SANITARY SEWER. CONTRACTOR SHALL REMOVE AND
I I F L I LL I I° L REPLACE 8LF OF 12 SANITARY SEWER AND RECONNECT TO I IVCDOT COMMEt~'S 6-24-09 DaC a~
HA L E RESPONSIBLE FOR I NEW MANHOLE. CONTRACTORS L B IT T T LI
ALL BYPASS PUMPING REQUIRED FOR PROPER INSTALLATION ' NOTES. ~ , ~ Zg~~ ® ~
. CONTRACTOR SHALL SIZE BYPASS OF NEW MANHOLE $1~ s~
PUMPS. FOR 100 000 GPD MAX. a 1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS ~ °
CO., TELEPHONE CO., AND THE 'HATER DEPARTMENT FOR
EXISTING MANHOLE THE EXACT LOCATION OF ALL UPIDERGROUND MAINS, CABLES,
4.71' RIM ELEV. 22 OR LINES BEFORE CONSTRUCTIONd $EGINS.
1 1' \ INVERT OUT ELEV. 2 2.0
MH X30 2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION ~
STA. 0+00 S-8 WILL BE MAINTAINED: 24 fNCHES VERTICAL SEPARATION ~
BETWEEN CROSSING OF SANTTARI° SEWER AND STORM SEWERS ~ h
1 S INCHES VERTICAL SEPARATION B EEN CROSSING OF ~ ~
Z SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND ~ N
s~ 10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER ~ ~ _ ~
1.~6 ~n 9 i V° ~ ~ \ 15 R/W ,5 (INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE ~ N v ~
.-3p4 \ ~ , „ ~ EXISTING SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE ~
70 52 7 ~ EXISTING GRAVITY RIGHT-OF-WAY , / \ ~ WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND ~ o o^
- n SEWER TO REMAIN 1 MH X36 X35 ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL
® » \ ~ 109 7 53 \ ~ STA. 11 +87.58 11+S7.5S S-Ef ~,,8 FEET FROM WATER MAINS. THE (,ONTRACTOR SHALL RECEIVE ~ ~ G o
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT ~ ~ WILL BE MADE AT DUCTILE IR ~ ~ '
IN MANHOLE EXIST G \ ~ ON PRICES.
RIM ELEV. 215.21 ~ \ 82LF 20 STEEL CASING TO BE ' ~ \ INSTALLED BY BORE AND JACK. w ~ ~ 'i'
INVERT ELEV. 210.27 EXISTING ~'i ! Q9 N
\ EXTEND CASING 5' MIN. BOTH \ 1 WATER MAIN WOODED AREA SIDES 0 PAVEMENT. ~ ~ ~ ~ i i, SEA ~ ~ ~
too ~ ~
\ ~ 32 NEW 1~ ~ 09`°11 ~o°'
PROPOSED 30 UTILITY EASEMENT A O EQU \ TREELINE 10` TEME 101 2 49
EXISTING A. +4®05 S- - 10' TEMPORARY ® ~ ~ ~ ~ a
EXlSTING RIGHT-OF-WAY 30 RCP A. 5+5® - CONSTRI CONSTRUCTION ~ ' TEMPORARY ~ ~
EASEE~ EXISTING FENCE TEMPbRARY \ ~ EASEMENT' SILT FENCE TYP. ~ a ( ) ~
SILT FENCE MH 33 \ i 0 C T~ ~ 2009 ~
- STA. 6+66.53 S-8
122 30 24 ~ 340.93 ' ~TtAPdDSAM STTOR ~8RA~6CH .
. \
I D 1 6 _ °1 \ - ; . r, WOODED AREA
\ _ _ ti TEMPORARY , + '
- 168°2726 - 1 STI STREA~~
MH 31 ~ ~ ~ CR \ s CROSSING ~ ~ ° , 4
STA. 2+23.12 S-~~ - ~ 1 ~ G 30 LIMITS ° s
\ ~ 144 4018 \ OF CLEARING ` © \ j A 90°0'0" ' MH X35 `I
CONTRACTOR SHALL INSTALL \ Z ~ • P1 0 9 U STA. 9+97,10 S-6 I.3" ~ p
G) ~ lT 124 2 43 EXCELSIOR MATTING ON ANY \ ~a 6~
RBED DITCH SECTION \ ~ a DISTU WATER BAR (IYP.)
ALONG US HWY 1 220 \ i ~ ~ 1 1 33°64'
\
\ , EXISTING SANITARY ~ ~ s
90LF 20" STEEL CASING TO BE \ ~ SEWER _ c PROPOSED 30' UTILITY EASEMENT
INSTALLED BY BORE AND JACK. c \ ~ ~
'MIN. BOTH \ EXTEND CASING 5 TEMPORARY
SIDES OF PAVEMENT. \ \ EXISTING SILT FENCE (TYP.) ~
v \ n M~l 34 8 PVC PIPE ~ JM~ ~34 SCALE: 1° = 50'
\ \ STA. 8+1 _1 STA. 8+13.46 S-B 50' 0 25° 50' 100'
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.Y 1
' 0 qeP ! V V OF: 16
A~

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REVISIONS
~ ~ SYM. DESCRIPTION DATE BY I!
.i e ~~~~~4 ~a~~°~p
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= -
Jw~ STA, 23+53.29 S-8 I~~~ ~ ~ ~ I
- 111°13'11" / - ` ~ a / ~68~m°c
- ~ / 400.00
/ ~ ~ a a i' ~ ~ ~ ~ a r EXISTING
r ~ s ~o
/ / ~ - 9 - - / - WETLAND ~ Q
k5° / 1 'TEMPORARY ~ M ~ c,~
AREA 2 CONTRACTOR SHALL INSTALL 8LF 0 WOODED ° /
° ' 19 8 DIP ®6.30 AND PLUG FOR ° CONSTRUCTION EASEMENT 18000 / / / FUTURE SANITARY SEWER LINE MH #39
/ STA. 20+45.28 S-8 " _
-
/ a / PROPOSED 30 UTILITY EASMENT MH 38 / ~ 1
/ STA. 16+45.28 S-8 LEE ;
STA. 0+00 S-9
/ ~ ~2 _
12• / WOODED AREA _ - - -8 - / 2 / MH X37 - - - ~ - - - EXISTING SANITARY SEWER # EXISTING .LIGHT POST
/ STA. 14+00 S-8 ~ © EXISTING SAN. SEW. CLEAN OUT ® EXISTING IRON ROD /PROPERTY CORNER
/ / / / - - - - - - - EXISTING WATER MAIN EXISTING RIGHT OF WAY MONUMENT
D4 EXiSTIIJG GATE VA LVE _ _
/ / EXISTING RIGHT OF WAY EXISTING FIRE HYDRANT '
r / ,i GAS - GAS - EXISTING GAS MAIN
WATER BAR TYP.} - ~ ~ - ~ ~ EXISTING DITCH LINE Cs~ EXISTING SEPTIC TANK
MH 36 - . 11 +87.58 S-8 o- o-~ -fl-
STA. EXISTING FENCE EXiSTIIJG WELL
~ _ _ _ = ~ EXISTING DRAINAGE PIPE EXISTING HOUSE
i ~ EXISTING POWER POLE/ GUY WIRE ~ ~ ~
as a SCALE: 1 = 50 EXISTING WATER METER PROPOSED SANITARY SEWER '
e a a s 50 0 25 50 300 EXISTING DOLLARD
PROPOSED SANITARY SEWER SERVICE ; ~
N - - PROPOSED UTILITY EASEMENT ~
___.______.l.-_.. _ _ _ T_.___ _ ~ ~ - - ..=.i
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i i ~ _ _ _ . _ I _ nTE: SEPT. 2Q0
' - t- _ ~.m. i ~ _ _ ~ ---F___ - ,v ~_-.--1._ i------ RESicNEO: JLH
(y ~ ~ ~ ~ i I ' _._x_ ~ r...___._.____
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r-__._,__ I 215 ~ ; _ _ _ _ ~.__rt____.~__.___. ~ ~ ~ _ -1-, . w'._ I _ i _ 2 1 5 CHECKER: DTU
- - ~ ~ i i _ _ ---r- -m __.._k_ ___._._._.~.._.._e I srai.e: AS SHOWN
~ r ~ ~ ~ ~ ------n---____.:_~._.._. - .._i ~ ~ m~n- _ . I__._ _ ~ r__ _ -,'r- SHEEP N0. IV
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I
~ 1 ~ 1- 4+ 1 1 17+ 1 + 1
a ~ a ~a' ~ . ® ~ _ _ _ _ _ _ _ _ _ _ _ _ m o e ww OF

~ _ _ L. _ REVISIONS
-
SYM. DESCRIP710N DATE 6Y ~
~ ~ ~
r~ ®tJ
~g~.~
~eP~,
~ ~ SCALE: 1" = 50' ®d® ~
~j SEEGO DISTRIBUTION 50° 0 25' S0° 100°
~ ~ ~ ~ \ .
~ ~
CONTRACTOR SHALL INSTALL 8LF
'RRRW 80 / 0% AND PLUG FOR
~ ~ 8 DIP ~ 1.0 ~ ~ ~
FUTURE SANITARY SEWER LINE \ N
~ \ , 9 09 CONTRACTOR SHALL INSTAL 8LF c ~
~ 7818 48 MH 41 ~ ~ \ ~ ~ ~ ~ CV t'I
8 DIP ~ 3.10% AND PLUG FOR STA. 26+24 S-8 FUTURE SANIT RY SEWER LINE / \ v ~ U ~ j
e STA. 0+00 5-11 ~ ~ ,g~ ~
MPORARY TE / ~r/'~ ~ ~ ~
/ n ® 9 SILT FENCE (TYP.) ~ ® C O
102 42 2 ~ ~
~ ~ ENN ~ ~ ~I
i ~ / S 6 PROPOSED. UTILITY / \ ~ ~ ~
~ ~ NCH / 21 EASEMENT / \ • ONTRACOR SHALL ~ i a ~ ~ N
t 99 / • / 165 22 48 / REMOVE AND REPLACE ~
/ / ~ to \ MH 43 EXISTING 24 RCP ~ TEMPORARY ~ ~ a'
i i ~ . _ WATER BAR (TYP.) ~ STA. 30+51.45 S $ ~ ~ SILT FENCE (TYP.) ~ E O
9 132'0`40 STA. 0+00 S-14
-15 108 39 33 ~ S-17 _ ~ ~ ~ ~ STA. 0+oa ® / , EXISTING ~ ~ ~ MH X44 ~ ' PROPOSED 30` ~
10' TEMPORARY ~ WATER MAIN ~ - ~ e ~ STA. 32+98.50 S-8 UTILITY EASEMENT ~b,~ ~ ~ a v~
9 9t EXISTING MH ~40 CONSTRUCTION EASEMENT i_._ / 8 5 44 R MAIN 104°30'56" TEMPORARY J~
WATE \ . ~ -STA. 23 190. ~ 'i
TEMPORARY SILT FENCE ~ ~ STREAM CROSSING ~
ILT FENCE ~ 24.0 ' ~ S - 5 c. 1
- - ~
WOODED AREA MH X42 _ - 68192 CONTRACTOR SHALL REMO'JE AND
STA. 28+60.83 S-8 . t n ,1• n~ 99 55 41 cd 178.261 REPLACE EXISTING FENCE L '
i
t 37LF 20" STEEL CASING TO I/
TEMPORARY BE INSTALLED BY BORE AND ~ ~ ` MH ~45
SILT FENCE TYP. ( ) JACK. EXTEND CASING 5 MIN. STA. 34+76.76 S-8
~ TEMPORARY BOTH SIDES OF PAVEMENT. WOODED AREA
~ STREAM CROSSING
40LF 20" STEEL CASING TO ~ ~ CONTRACTOR SHALL INSTALL 8LF " ii
BE INSTALLED BY BORE AND CONTRACTOR SHALL INSTALL 8LF t cp 8 DIP ®0.90% AND PLUG FOR
JACK. EXTEND CASING 5 MIN. 8 DIP C~ 3.20% AND PLUG FOR BOTH SIDES OF PAVEMENT. FUTURE SANITARY SEER LINE
FUTURE SANITARY SEWER LINE
~ ~
_ _ ~ , i ~ . i - l_.._-__ _ _ ~ --i ~ i _ i _ _ ~
~T-- _
I _ 1 _ -i . ~ ~ ~ W.. i I""-- ~ ~ ~ I i _ 1 t { _ ~ _ t I J___._ a _ j _t0a r _
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- __._..-.t.~.-.-. r___._..__ W__.-..-. ~ ~ _____-_~:~w ~ _ oaTE. SEF . y.__..._ ~-L.~.~.~ I ~ ~ _ - i DESIGNED: ~L1~
--i--- ---r-.__._ .~_.._..J__~..~-.__e_ -r. _ _ . ~ - - .........._.._.e.._~_ '
~ _ _T. ~._w..._ of ~ i J ~ ~ DRAWN DBC i ~ _ J_ _ i _ ~ _ _ _ _ _ ' : _ _ ~ J_____
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.-___.,,-_A ._..,.e_...._._-.___-_.... . ~ ~ r.. . _ i i a~ .Z.--- i ' r_ _.w ~ ~ i .~_._.r--.-. + ' ~ _ _ _ AS SH
_ ~ i 1 • g 2 1 ~ ~ _ - ---i-- __.___.r.. -r_.. _ 1 L ~ _ _ - _ -~i ~ ~ i~ _ - +T..__.... _ s ~ ' _a__-__;_- _ _ SCALE' _
~ - ~ ~ i , ~ _ _--i - i ~ _ i f-__ _j-- __i._ _ i -~----_~~__._1 ~n~ _w~.~._._._..~--i_.__.- 1- A__~_..~_-... T----.------ _ SHEET NO. i ------I--_.._~ ~ w._~ -j-______.~~._r ~ _
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e.J~J ~~°i'6d'6~ X9.8 Lid i ~J "a! ~ / I aev ~,.~a m mwar I:
_ ~ _

6 e
a
REVISIONS
NOTES: SYM. DESCRIPT{ON DATE DY
~ ~ a
WER CO. GAS 1. THE CONTRACTOR SHALL CONTACT THE PO , ~
CO. TELEPHONE CO., AND THE WATER DEPARTMENT FOR b ~ ~5~~
ACT LOCATION OF ALL UNDERGROUN{) MAINS, CABLES, NOTE: THE EX ~
CONSTRUCTION BEGINS. RAINFALL RUNOFF OR LINES BEFORE s~®~ ~ ®~s
SHEET FLOWS ACROSS SCALE: 1" = 50' °
DISTURBED AREA IP SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION 2.} P E 50° 0 25' 50° 100'
WILL BE MAINTAINED: 24 INCHES VERTICAL SEPARATION -i---1- ? ~I
BOSSING OF SANITARY SEWER AND STORM SEWERS B EEN C ~ ~_._.~w_~w_~.,_~
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF
T_R MAINS AND SEWER INCLUDING FORCE MAINS) AND WA I , ( a
ORIZONTAL SEPARATION BETWEEN SANITARY SEWER 10 FEET H ® ~
WATER MAIN'S. IF THESE INCLUDING FORCE MAINS} AND ( ~ ~
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE M ~ ~ ~
BOSSING AND WILL BE USED 10 FEET EITHER SiDE OF C C
LESS THAN 10 HORIZONTAL ALONG ENTIRE LENGTH OF LINE o
THE CONTRACTOR SHALL RECEIVE FEET FROM WATER MAINS. CONTRACTOR SHALL INSTALL 8LF ~ ~
APPROVAL FROM THE ENGINEER iN THE FIELD BEFORE PAYMENT R 8 DIP ~ 3.60 AND PLUG FO ~ ~ 1 ~ o
WILL BE MADE AT DUCTILE IRON PRICES. SANITARY SEWER LINE FUTURE Q ~ 'i
NTRACTOR SHALL INSTALL 8LF CO ~
8" DIP ~ 1.80 AND PLUG FOR _ ~ MEN X50 ~ ~ ~ ~ ~ i'.
FUTURE SANITARY SEWER LINE I STA.. 43+42.70 S-~
TEMPORARY ~ ~
( } SILT FENCE TYP, Qa . ~ cA
10 TEMPORARY PROPOSED 4" PVC SANITARY
144°54'7" CONSTRUCTION ~ ~ v~ ? SEDER SERVICE (TYP.) Va ~ ~
- 169°4'2" ° , ~ _ EASEMENT ~ a
,9412 38 I; _ - ®~g
17610 37 _ 122 4 .3g, MH #46 ~ MH X51 ~ o
STA. 36+07.59 S-8 2.67 _ 150,16' STA< 44+92.86 S-8 ~ M
20 ` , STA. 0+00 S-52 - 181.64
` ~
228.4 b EXISTING ° ,
171 41 59 ~ SHED 1°41'59» 115'20'14"
® MH 47 MH 48 WATER BAR TYP.} ( ~ ~
' STA. 38+36.03 S-8 STA. 40+38.70 S-8 119°18'35" - - ..a,
PROPOSED 30 UTILITY STA. 0+00 S-59 $ -
EASMEMENT MH X49
° ' 13" 9 i °28'g" STA. 41 +61.06 S-8 11559 TD S-8 `-hD Tp TD
TOR SHALL REMOVE AND CONTACC i MIH X52 ~ ~ ,
REPLACE EXISTING FENCE S1~A. 45+56.56 S-$ _.__l
0 .
~ ° w TEMPORARY
SILT FENCE (TYP.)
i .
. .
. , 8, TEMPORARY
104 30 56 TREAM CROSSING s° S
MH 45 ~
r~ STA. 34+76.76 S-8 S
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2 - -
5b+UU 1)0-t-UU _ OF.

8 _ _
REVISIONS ~
NOTES:
SCALE: 1° = 50' S~• DESCRIPTION DATE BY ~ i' ~ ~
TOR SHALL CONTACT THE POWER CO., GAS 1.) THE CONTRAC
CO. TELEPHONE CO., AND THE WATER DEPARTMENT FOR 8 50' 0 25' 508 100' " ~'.~y°~ ~y
A NDERGROUND MAINS CABLES THE .EXACT LOCATION OF LL U , i a ~a ' s
EFORE CONSTRUCTION DEGINS. OR LINES B
i OPEN CUT AND PATCH
° TH FOLLOWING MINIMUM PIPE SEPARATION 2°} PIPE SEPARATION, E EXISTING ASPHALT ROADWAY
MAINTAINEDe 24 INCHES VERTICAL SEPARATION i WILL DE
EWER AIND STORM SEWERS S EEN CROSSING OF SANITARY S MH X58
SEPARATION DETWEEN CROSSING OF 18 INCHES VERTICAL STA. 58+ 16.18 S-8 '
SEWER INCLUDING .FORCE MAINS) AND WATER MAINS, AND ( STA. O+OO S-32
PARATION BETWEEN SANITARY SEWER 10 FEET HORIZONTAL SE STA. O+OO 5-61 e ~
MAINS AND WATER MAINS. IF THESE INCLUDING FORCE ) (
SEPARATIONS CANNOT DE MAINTAINED, DUC1fILE IRON PIPE ~ MH X56 ~ ~ ~
4F CRROSSING AND WILL DE USED 10 FEET EITHER SIDE STA. 55+62.96 S-8
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL ~ ~ n
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE i ~ ~ m~ ~ ~ ~ ~
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT
WILL 8E MADE AT DUCTILE IRON PRICES. I ~ o I; ~ ~
$ ~ ' ~ ~ ~ ®z a; I'
CONTRACTOR SHALL _ CONTRACTOR SHALL U ~ ~ ~ ~ _ ~ '
REMOVE AND REPLACE ~ _ ---"'~r REMOVE AND REPLACE ~~'i
EXISTING FENCE ° ~ ~ EXISTING 15" RCP ~ ~ ~ ~ ~
$ ~ ~ ~ ~ a > ~ ~ ~ CONTRACTOR SHALL !i ~n
9 7 ®1 ' n 3.29 1 6 9 47 40 3 29 ~ 132 46 3 ~ ~ I ~ 9 9 45 INSTALL 8LF 8" DIP ~ ~ ~ ~ ~
PROPOSED 4" PVC SANITARY _ ~ f 6,~ ~ ®0.40% AND PLUG ~ ~
SEWER SERVICE TYP. ° rl ~ ~ - FOR FUTURE SANITARY °
$ 124°5'44" ~,~r 189.05' ~ _ ~;~e SEWER LINE ~ ~ o" ~I
- MH X54 5' m~ ;j ~ G
204. ,...r STA. 49+55.02 S-8 ~
MH X52 LIMITS OF CLEARING i ;LEAKING 83®44'35" ~ ~ ~ ® ~
STA. 45+56.56 S-8 TEMPORARY
SILT FENCE (TYP.) I o r n MH 57 86'40'S~3" ~ ° ~ TEMPORARY C ® f'
86°58'43" 94 29 7 i. ~ TEMPORARY STA. 56+27.13 S-8 SILT FENCE ~ ' ~ 'i
HORSE ~ _ _ . STREAM CROSSING
- _ _ in BARN
4 - ~ MH 55 ~ ~ ~ CONTRACTOR SHALL INSTALL 8LF _
325.11' STA. 51 +59.67 S-8 EXISTING ~ ~ 8'° DIP ~ 0.40% AND PLUG FOR _ '
TD ~D TD SILT FENCE ~ TD TD WATER MAIN ~ FUTURE SANITARY SEWER LINE ~

PROPOSED 30 ~ MH X53
UTI ITY EASEMENT STA. 48+81.67 S-8 L
109°58'49n STA. 0+00 S-31
TEMP. SEDIMENT N
~ CONTRACTOR SHALL INSTALL 8LF TRAP ~2 TEMP. DIVERSION ~ n
= 8 > 8 DIP C~ 0.40% AND PLUG FOR 5 Hx19 Wx38 Lx3 DITCH
FUTURE SANITARY SEWER LINE
_ . 1 - I - - ~-~L~ _ L ~ - ` ._.~r_ I i .-4-,__ -v ___:_____n___,..~ ~.w____, ~ .m_. _._,_.I____ -k--------r---- f --_~-__----_--l ---i------~-_-__ _ _ ~ - 4 t L ~ r
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2~ , f ~ , _ ; ---t-- -_1._ 275 _ f _
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~ ~ ~ _~.___L_______..-~._.._..~.._ - - --i-----~ - --i--_ . i - - - - ' I ~
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_ - - - - - t._.. _ ~ _____'1_._.._ _L_ ~ - ~ t ~ e I f ! a i I i } E ~ ' . ~ -
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2 j~ 4 r r I ~ f -r---- T = , _ 245 ~ ~
~ , ~ < ~ I
_ I - - - ' __~r _.._..___._._.~m~ k ~ _._.u__ ' i ~ + DESIGNED:
I i a i ' _ - ~ ~ i i i OBC
I t ~ __-._.L... } y__ _ ~ _ ~ ~ _._r._._.;._~___.._ _ t.._____~.___ _ _
i ~ - i i _ _ _ , ~ _ _ _ f ' i _ _ _ ._._.a--_-__ ' _ _ ~ _ _ i ! CHECKED: QTU r__._.._. -I _ _ _ ~ 0
L i ~ t _._L___. ~ __._t,_ _ . i ~ ! ~ _ri_-_- ' ` scai.~: AS SHOWN t__ _ _r_.____
~ _ , ~ .~._r._-_ - _r_.~-- - --t- - - - - - _ ~ ~ ~ ~ I `-"_--I- ~ i- ~ _i - - - - - - - ~ - - _ ~_____,._J _ t _ . ~ .._...___i-._ t- ! _ - - i__._.---~.-.---~-._ ~---.__L_~I__ __._.._.__.__v~___~ _ ~ . SHEET N0.
~ - 1 i _ r-- ! _ _ _ _ _ -
i - I - - --~u - i_ ~ m_ 3 - i I I _ - _ L.-- I ...r-_.- - - ~ - ~ ~ _ ~ - - > _._..~..j_..._.~.`_ ~ _`_T_ 1_ ~l"`- t i - ~ ter' _.__.__T`. _ _ _ v . ! ~ _ I rr ~ -.-.t~_..._,_
i ~ 1 - ' ~ _._.J _..___I-.~ _ _ 2~5
235 - - ----__.rw-_ _ _ _ _ _ , ;
~ ~ ~~~n ~~~nn inn .~+n ~n~.nn ~~~nn ~~~nn ~~~-nn a~n
'~~t ~ ~ ~ ®i-' ~ f 9 ~d B.p ear a ar w o w r ~ w w m o- ar w my ® a ~ ~ 4o e . 1 FO ®c w v o ee v w a . 16 Of:
L

-
- . _ . _ _ _ _ REViS1ONS

_ __A_: LC, ~ SYM. DESCRIPTI4Id DATE BY ,~y e ° ~
_ _ . -8 - - _ ~ EXISTING SANITARY SEWER "WER ~ EXISTING LIGHT POST ~ i~ ~
EXISTING IRON ROD /PROPERTY CORNER ~ cn LEAN OUT ® EXISTING RIGHT OF WAY MONUMENT
EXISTING SAN. SEW. CLEAN OUT SCALE: 9 ° = 50'
- EXISTING WATER MAIN p® EXISTING GATE VALVE 5®' ~ o a5' Sp' 10a'
r AY _ _ EXISTING RIGHT OF W ?AY EXISTING FIRE HYDRANT -1 ~ 1~ _
L~_ -
TING GAS MAIN GAS EXIS [S] EXISTING SEPTIC TANK
H LINE EXISTING D1TC EXISTING WELL °
~ XISTING FENCE E ® ~
PIPE ~ ~ _ _ = _ ~ .EXISTING DRAINAGE 'IPE EXISTING HOUSE
L._.____.J
GUY Wlf EXISTING POWER POLE/ .E/ GUY WIRE ~ N cR PROPOSED SANITARY SEWER
TING WATER METER EXIS ~ o'~
ING BOLLARD EXIST PROPOSED SANITARY SEWER SERVICE ° ~ ~ v
- - PROPOSED UTILITY EASEMENT ~ o o i
c9 z as
~ v
NTRACTOR SHALL INSTALL 8LF CO n. ~
" DIP ~ 0.40% AND PLUG FOR 8 t~ ~ ~ ~
ANITARY SEWER LINE FUTURE S CONTRACTOR SHALL INSTALL 8LF ~
h- 8~ DIP ®3.00 AND PLUG FOR ~ ~ ~ j
OPEN CUT AND PATCH FUTURE SANITARY SEWER LINE ~ ~ a t ~ ~ ~ ~
EXISTING ASPHALT ROADWAY c~ 1 ~ ~a f
t
I Wpm;;
MH ~58 ~ STA. 58+ 16.18 S-$ I~
+oo s-32 ~ STA. 0 WSJ , . ; caa c
4 14 TEMPORARY STA. 0+00 S-61 ~ ~ g
- CONSTRUCTION EASEMENT
MH 64 ~ 95°1757" ® 'l
~ ITARY STA. 69+98.53 S-8 I - ° ~ STA. 0+00 S-68 ~ _
° '45~ PROPOSED 4 PVC SAN T MPORARY 89 9 E
SERVICE TYP. ING SEWER ( ) STREAM CROSS ~ - w _ ® _ MH X61 ' ~ _ , STA. 66+80.77 S-8 S-8
_r 1 3'15'41n
S-8 - _ , , 99 RING ~C ~ 175 2 36 LIMTIS OF CLEA
303.86 - ~ c ~ 168°51 25 5 - . 1 ~ . .
- ' ~ . ~ 117°31'29" ~ -
83 44 35 86 40 53 4 r 2 5.349 1^ 29 25'48"~ ' r-- ~ EXISTING
s - 315.39
$ ~ $ 12'34 GRAVEL DRIVE
i ' ;ic PROPOSED 30 i !1 f--
N ~ EASEMENT ' ' ® - UTILITY 134'14'37" ° u~ TEMPORARY
$ I ~ STREAM CROSSING
~ RAGTOR SHALL INSTALL 8LF ~ CONT TEMPORARY
FOR MH fi0 0.40% AND PLUG ~ 8 DIP ~ TEMPORARY rl ~fi0 STREAM CROSSING ~ I,
SANITARY SEWER LINE STA. 64+35.4 FUTURE SILT FENCE (TYP.) CA. 64+35.43 S~-8 TEMPORARY TEMPORARY
SILT FENCE (TYP.) 62 ~ SILT FENCE (TYP.)
MH X59 TEMPORARY MH ~ MH X63 e
STA. 61 +20A4 S-8 SILT FENCE STA. 67+52.51 S-8 STA. 69+34.85 S-8
TEMPOF~ARY
SILT FENCE
a
_ _
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LC' E D SCRIPTION DATE BY i; ~g
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----8----= RY EWER :WER EXISTING LIGHT POST ~ d+~~=~~~.
EXISTING SANITA S ~ • i . ® EXISTING IRON ROD /PROPERTY CORNER i'
~ EXISTING SAN. SEW. CLEAN OUT .LEAN OUT ® EXISTING RIGHT OF WAY MONUMENT ~ ~ •
- - - - EXISTING WATER MAIN f'
- - EXISTING RIGHT OF WAY D4 EXISTING GATE VALVE SCALE: 1" = 50' AY 50' 0 25' S0° 100' i
-~3- EXISTING FIRE HYDRANT R~J ,
GAS EXISTING GAS MAIN Cs~ EXISTING SEPTIC TANK ~
i ~ ~ - ~ ~ EXISTING DITCH LINE
EXISTING FENCE EXISTING WELL -
_ _ _ _ ~ EXISTING DRAINAGE PIPE '_PE ~ EXISTING HOUSE ~
EXISTING POWER POLE/ GUY WIR GUY WIRE
EXISTING WATER METER. .R - - PROPOSED SANITARY SEWER a ~
ti> EXISTING DOLLARD ~ ~ PROPOSED SANITARY SEWER SERVICE ~ ~ ~
R HALL INSTALL $LF CONTRACTO S - - - - PROPOSED UTILITY EASEMENT s
.40~ AND PLUG FOR S DIP ~ 0 o Q
FUTURE SANITARY SEWER LINE
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OPEN CUT AND PATGH
EXISTING ASPHALT ROADWAY CONTRACTOR SHALL INSTALL 8LF ~ ~
co r 8" DIP ~ 3.00% AND PLUG FOR ~ o
FUTURE SANITARY SEWER LINE ~ ~ r ~ ~ N N
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STA., 0+00 S-32 ~ LsJ
STA. 0+00 5-61 ~ 10' TEMPORARY ~m~ 1 ~ ~v
CONSTRUCTION EASEMENT ~~t~~a
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TEMPORARY - - SEWER 5ERVICE (TYP.) STA. 0+00 S-6$
_ STREAM CROSSING ~ S-S - ~ W MH X61 ~ ~ ' ~
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y $ $ .1f, ~ PROPOSED 30 ~°...°..a ~a.34' EXISTING
~ UTILITY EASEMENT GRAVEL DRIVE
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~ CONTRACTOR SHALL INSTALL SLF $ 134°14'37" ~ TEMPORARY
r S" DIP ~ 0.40 AND PLUG FOR TEMPORARY ~ ' o ~ STREAM CROSSING
FUTURE SANITARY SEWER LINE TEMPORARY MH X60 X60 STREAM CROSSING
SILT FENCE (TYP.) STA. 64+35.43 64+35.43 S~-8 ~
MH X59 TEMPORARY TEMPORARY
STA. 61 +20.04 S-$ TEMPORARY SILT FENCE (TYP.) SILT FENCE (TYP.)
SILT FENCE MH X62 1
STA. 67+52.51 S-8 MH X63 ~
STA. 69+34.85 S-8
° v TEMPORARY
SILT FENCE
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