19991064 Ver 1_Site Plan_19990923

}
m
NOTES:
_ EXISTING GATE VALVE W
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS PROPOSED W:niER MAIN Q
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR EXISTING FIRE HYDRANT °
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, EXISTING WATER'. MAIN ~ - - -
OR LINES BEFORE CONSTRUCTION BEGINS. PROPOSED BUTTERFLY VALVE EXISTING ~ DI T :;H
H PROPOSED GATE= VALVE
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION RIGHT-OF-WA`s
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION PROPOSED FIRE HYDRANT EXISTING FENCE-
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS EXISTING REDUCER u~
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF . : ~ EXISTING TREE LINE z ~ o
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND / PROPOSED REDUC~.R - Z
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER EXISTING DRAiI;,~GE PIPE o E PROPOSED OR EXITING PLUG w ~
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE EXISTING TREE ~
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE EXISTING POWER POLE v TELEPHONE PE~C)ESTA~ ~
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND w EXISTING GUY ANCHOR °
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL RIGHT-OF-WA" MONUMENT
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE EXISTING WATER METER CABLE TELEVISl~)N BOX
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT EXISTING LIGHT POLE
WILL BE MADE AT DUCTILE IRON PRICES.
EXISTING FIBER OPTIC
i ME Eft VAULT
- SEl DETAIL r
SHE E:T 20 OF 21 ~ ~
~ „ . ~ PROPOSED 16 D.I. ~yy~xa~a~ti~~
MeM~ i WATER MAIN
_ ~ STA 63+39 W-1 CLEARING LIMITS ' o % yr
11-16" 45' BEND BEND ~
STA 60 + 65 W-1 ~ N y ~ • ~ ~~U$
END RESTRAINED A 7 W- ~I ~ f 63+5 /\i~` ~ (n`r ~ - r
JOINT PIPE STA 62+85 W-1 1-16" 45 BEN , r : 45 BEND ti~ ~ - .••r~a••
STA 59+35 W-1 - 1-16 45 BEND '••a••~•.4' ~eJ
BEGIN RESTRAINED ~ ~ x gyeu~~
JOINT PIPE I _ ~ ~ ~ ~ ~ w:~ A x ~ 1S
i i 7 ~ ~ ~ r
U~ _ c J --I ~
mQ~ ~ N D ~7 ~ ` x r
~ 17' .p _ Jan
~ I J O=O ~L N - m ~ U N ~ Z t~ i
mz+ I _ ~ _ O O -I ~ O - O Z ~ I ~ a~
_ ~ C ~
Z° ~ ~ ~ - rn C ~ ~ o U _ - ~ D Q ~r o
ODi I I ~o~ ~ ~ O -_-I ~ W ~ O
z ~ Q v~ ~ ~J I J N L. ~ ~ ~ ~ ~
Z J N - - STA 62+64 W-1 CJ1 ~ ~u ~ ~ c° ; as
1-16" 45' BEND ~ ~ ~ ~ ~
EXL~IING 32 ~r~g~
`~:d lL . ' o, , GRAVEL DRIVE I `a ~ ~ U
z ,t~ U
f
STA 60+00 W-1 ~ 1. I ~ , W ~
1-16"X6" RESTRAINED JOINT TEE 1-16" RESTRAINED JOINT l,,i ~ 'a . 0, ~
BUTTERFLY VALVE ~ ~ ,
1-6' GATE VALVE . ~ C
1-FIRE HYDRANT i, .
ASSEMBLY > i ~ "
~ O ~s - ~ ~ ~
i_ LT]
_ , _ _ _ - w-- - _ _ _ ~ . O f.
w I ~ I ~ , i ~I I r.
~ 1-16 45 (BEND 5' I BEND _ _ j _ _
i i z -
~ o~ I , i)5 1-16 45' BEN 285 2 45 BEND
285 ~ ~ - ~ - - _ _ _ _ - I - - _ _ _ - - - - { _ - - I Qo 265 _ _ _ fi ~ _ _ -
i I W~ i i I i i
1 I Z , - _ _1-_ f-- fi ,
- ~~WW ~ ~
I ? > ~ Q J 280 I
280 _ , _____e_ _ ~ 2 60 _ _ _ + _ _ _ l
O r t ~ ~ ~ O \ ~ I ' O
W J _ _ ~i ~i I j ~ ~ } _ ~ ~ ~
~ ~ , O X: ~
- ~ 3 MIN ~ ~ ~ ~ ~ W EXISTING GRADE ..,s ~ ~ 7 2~~5 I ~ .<a ` ~ U
2 5 275 _ ~ 255 ~ Q - ~ ~ - - ~ _z . 1- _ W
]g' t I ~ 1-16 45 BEND ~ J
~ Coq . S ~ ~ _ - Z . I _ ; ~ ~ _ _ ~ a Z Q
I q , t U > I ~ I Q >
ER ~ MAl G ~ 1- 2 ~0 . ; ~ I i O,o ~ U r
270 N i . _ ~ - ~ 250 ? w o ~ ~ ~ _ - _ ! Q~ J
I ~ ,,i a.'~ ' I W O O \ ~ 1 ~ F- ~ z Ll..
l ~ ~ _
- - - W - ~ t I I ~ ~
z ~ I - -EXISTING GF.ADE ~ I W z ~ ii S ~ F-
2 ~ 5 a,~ 265 I ~ Q ~ - S 245 _ . - - ~ - ~ _ _ _ Q ~ ~ Q o
I U o ~ i 3
i cnW ~o i I ~ wa. I W / ~ o z _ . _ t _ _ _ _ _ _ .
~a - - ~ o ~ - ~ , _i _ _ . _ _ _ _ ~ o
u ZI- N~ ' ~ qT i ~ F Q ~ I ~ z ~
-z _ ~W I ~.~0 260 ~ - _t _ FLOOD PLAIN ~ 240
Q , i cnm-, owe i i '9/ i ~ ~ \ ~ o
a ~
- t Z _ _ _ -_t _ _ _ + - _ - _ _ - ca
z o ~ cnw~ ! ~
255 2 5 3 255 I 235
_ - - - - - r_. , ~ ~ ~ i t ~ ~ ~ r
~ ; 1 ~ ~ _ a,
U ~ i ' _I. 1 _ _ j _ DATE: - - ~ 1 ~ ~ AUGUST 9.9
m I ~ ~ ~ ~ ~ ~ DESIGNED:
W I ~ 250 2 ~0 250 ,.,y,~_~ . 230 ~
w I ' I _ _ - _ _ - _ _ _ _ _ ~ Ar. T i ~
~ I ~ _ DRAWN:
~ I I i _ - - _ _ _ _ - _ _ _ j _ - - _ _ - --i - C D G - ~ - _ ~ I - - - _ _
w w ; - ~ 1 CHECKED, ~r•"~ 3' MIN ~ i ~ ~ MCW
z i ~ ~ ~ 245 2 ~ 5 245 I ~ 225 . _
o o ~ i ~ i R' scAEE: H - 50 - - -__t _ ---f--- _ - _
i
SHEET NO.
U 240 220 -4 220 7
1-- 240 m 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00
4+00 65+00 66+00 67+00 68+00 69+00 70+00
0 OF 21

NOTES:
m
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, EXISTI w 6 NG GATE VALVE Q
OR LINES BEFORE CONSTRUCTION BEGINS. PROPOSED WATER MAIN o
EXISTING FIRE HYDRANT EXISTING WATER MAIN
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION PROPOSED BUTTERFLY VALVE
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION EXISTING ~ DITCH
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS N PROPOSED GATE VALVE RIGHT-OF-WAY
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF PROPOSED FIR E HYDRANT
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND - ~ EXISTING FENCE
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER EXISTING REDUCER z EXISTING TREE LINE o
INCLUDING FORCE MAINS AND WATER MAINS. IF THESE STA 74+36 W-1 ( ) / PROPOSED REDUCER ~ z
SEPARATIONS 1-16 RESTRAINED CANNOT BE MAINTAINED, DUCTILE IRON PIPE li.S. ARMY CORPS W JOINT 45 BEND EXISTING DRAINAGE PIPE > ~ RPS W ~
ILL BE USED 10 FEET EITHER SIDE OF CROSSING AND - OF ENGINEERS ~A'~ E PROPOSED OR EXISTING PLUG ~ ~S EXISTING TREE ~
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL EXISTING POWER POLE ~
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE TELEPHONE PEDESTAL w EXISTING GUY ANCHOR °
APPROVAL FROM THE ENGINEER IN THE F STA 74+14 W-1 IELD BEFORE PAYMENT RIGHT-OF-WAY MONUMENT
1-16 RESTRAINED TEMPORARY SILT WILL BE MADE AT DUCTILE IRON PRICES. - o - o - o - PROPOSED SILT FENCE - CABLE TELEVISION BOX
JOINT 45 BEND , FENCE. SEE DETAIL
SHEET 21 OF 21 'I CD PROPOSED SEDIMENT TRAP
STA 7 2+89 W-1 EXISTING DROP INLET
„ » WETLAND AREA A . TOTAL 1-16 RESTRAINE D ,
IMPACTED AREA: 146.67 SQ. FT. JOINT GATE VALVE ~
~ PRI - ~ ~ STA 74+93 W-1 PROPOSED 16" D.I. „ „
STA 73+34 W 1 / _ _ WA WATER MAIN _ WETLAND AREA F ,TOTAL r IMPACTED AREA: .199 SQ. FT.
, ~ ~ ~ - 1 16 RESTRAINED BEGIN RESTRAINED ~ ~ ~ i , ~ ~ ~ JOINT 45 BEND
JOINT PIPE ~ ti I ~ T - ~ S A 75+14 W 1 WETLAND AREA "D". TOTAL NNw„„ / EXISTING RIPRAP w
STA 75--94 W 1 i 1-16 RESTRAINED . ~ ~ ~ , EN i SLOPE PROTECTION TYP / IMPACTED AREA: 1456.25 SQ. FT i ( )
CLEARING LIMITS / D RESTRAINED ~ ~ ~ JOINT 45 BEND ~ i ~ r
Y JOINT PIPE II w I f ~ ~ ~ ~ •;.z i I ~ _ N ;
w ~ - ~ r7 -S U ~ ~ tt.
\ ~ U Y' ~ Wa=
V ~ o P
'••......•~~G r ~ n ~ , , ~ ~ ~ , ~ , , ,i r7 ~ J -i 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~S'~ .J .~J~' r Y ~ k i ~i Y` _ ~ IIIN~
1 ~ ~ 1 ~ , ~y._ t 1 y : ' ~ ` ~ ~ r7 - ~ ~
~ . ~ c. r s. 3... - . 1,* . ~ ' f 'r r ~ - q , y. d ~ L: ~-,.,4. s _...y Z, _ v a ~ a ~+,f"
m ~ ,b.~.: d . .,....~._.,~.t..~L.-Y''..~'..~.t :l..a~ ft Y;~ [ s I..- T . - , . _ `Y..~'~`1_.i~i r. s...,.. < . F _ . ' a ~ e ~ ~ ~ -Ti t,. ~ . -KZn..~... ~ 1 V ' ~ rn O
t k D ~ i ~ ~ Y ~ X ,Y. H
{ ~ C~ J ~ ~ rn O Q ~ . . ~ . - _ tx. - ~ - ~ n
I N ~ o +~Z Q
Z+ ~-Ip O ~ Z (n i
Z~ ~ 1 _ - ~ ~ a; ~ C ~ ~~U ~
JC D~
d -I I , I~~ ~ ~ ~ O o~
~ - I TEMPORARY ~ O ~ , ~ TEMPORARY Z STA 73+00 W-1 ' ~ _ SEDIMENT TRAP #1 _ SEDIMENT TRAP 2 I, ~ Z C~ 41 C7 _
END X ~ ~ SEE DETAIL SHEET ~ E CELSIOR MAT o SEE DETAIL SHEET W i ~ ~ ~ v
SEE DETAIL SHEET i 21 OF 21 21 OF 21 i ~ ~
21 OF 21 C
~ c ~
_ ~ WETLAND AREA G .TOTAL W V ~ ,,-j; I t5p ~
I 'IMPACTED AREA; 82.89 SQ. FT. ~ C V ~
t~~ Zvi
WETLAND AREA "B". TOTAL L ~ ,J
IMPACTED AREA: 91.77 SQ. FT. ~ c v' T o W ~ ~ ~j 2
v a~
Q z 4
a~~
= J u~ N ti Y
~ 'Q O
_ .Q cn ~ -
- - - --i - - - - i ~ ; T_-- _ _ ~
1 I j o ~ I ~ ~
. 1 I - _ - - , I ~ i ~ ~ ~ ~ ~i - - _ f _ - { _ I
i I ~ ~ j ~
245 I ~ ~ . _ _ j ~ 6l N
- . i i - f- I ~ I r- - _ _ I _ - j ~ 245 I _ {
i i . ~ I ~ ,
f - - - - - --r ___--t--_ .
I i r _
240 ~ I I
- a i - --r- - FLOOD PLAIN I _ -a-- ~ 240
w o _ W
z - - T r ~ Q
_ _ _ _ _ ___i _ t - t _
1~~ ~o ~ 235 ~Z I W _ Z ~ ~ ~ Q
- - r _ _ _ _ ~ z - - - _ _ , _ ~ ~ 235 F-- Q ~
i •
II ~ I Z ~ ~ Z ~ _-_-----t-._-. ~ (fj w - 1 ~ I ~ W ~ ~ i O r' Z
m i ~ ~ ~ ~ ~ - - _ _ _ t Z Q _ ~ j ~
230 ~ ~ + Z ~ . i O ~
~ _ . EXISTING GRADE ------>L 230 z = _ _ ~ ~ w
- ~ z WQ ~ J ~ - i ~ I- ~ z L~
~ _ ~ ~ i _ - ~ ~ - _ _ ~ ~
~ ~ 225 - ~ i ~ ~ W z LL
o - ~ - - - - i ~ ~ F- ~
~ ~ - ~ ~ _ . - ~ - Q Q o 225
~u - - ~ ~ i ~ w _ _ s ~ ~ J ~ c } i _ ~ ~ 3 ~3 MIN ~ ~
~ ~ I f v~ r .+r.; is I, _ _ f _ _ i ~ Z _ i ~ Q
220 ~ , o, '.r. ~ - ~ , ~ I ~ z
cn ~ x - 4, ~ . a~, s: ' ~ Q _ _ _ - n ~ ~
~ ~ ~ p _ V ~ ii 220 a. S- X56--E~a: -MA+f~- - _ _ - __---T _ _ 4 _r ts~
~ ~ i O ~ ' ~ i II ~ i O
Z a II - i _ - - - - ~ i - _ _ _
U Q x- 215 ~ I i ~ O
_ m ~ w - - - _ Y 1. ~ ~ r`
w ~ 'I ~ ~ j - _ i 215 _ ~ _ Q
fJ> Q. _ w - - _ _ + + ~ i I
- - _ c~ Z I ~ , } DATE: _ _ _ _
c~ Z ~ ~ r~ 21 0 Q - ; F-- 1 j ~ _ t AUGUST 1999
- I~ w p _ - ~ i o ~ ~ ~ _ - - _ , I ~ I, DESIGNED:
o - - ro ~ j ~ ~ ~ I - ~ _ _ _ _ - ~ 1210 i _ - _ _ TAC - _ r _ - _
rn I ~ ~ ~I j DRAWN:
U _ _ r____---- _ ~ _ _ _ f _.i ~ i - - . - _.__t__ - - t DG
N I _ I CHECKED:
205 . o _ - - - - ' _ _ I I MCW
o _ _ - _ r I ~ 205 _
-
V = 5'
i SHEET NO.
I
200 L
L 200
m 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 8+00 79+00 80+00 81+00 32+00 --83+00 84+00
0F: 21

NOTES: }
07
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
W
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR C~ EXISTING GATE VALVE Q
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, PROPOSED WATER MAIN °
OR LINES BEFORE CONSTRUCTION BEGINS. EXISTING FIRE HYDRANT EXISTING WATER MAIN
r PROPOSED BUTTERFLY VALVE
2.) PIPE SEPARATION; THE FOLLOWING MINIMUM PIPE SEPARATION EXISTING ~ D. ~ CH
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION N PROPOSED GATE VALVE RIGHT-OF-WAY
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS PROPOSED FIRE HYDRANT
18 iNCHES VERTICAL SEPARATION BETWEEN CROSSING OF EXISTING FENCE
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND EXISTING REDUCER z EXISTING TREE LINE o
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER ~ ~n Z PROPOSED REDUCER - o
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE EXISTING DRAINAGE PIPE
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE E- PROPOSED OR EXISTING PLUG ~ EXISTING TREE
WILL BE USED 10 FEET EITHER SIDE OF CROSSING AND U t EXISTING POWER POLE
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL TELEPHONE PEDESTAL W °
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE EXISTING GUY ANCHOR . RIGHT-OF-WAY MONUMENT
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT -o-o-o- PROPOSED SILT FENCE
WILL BE MADE AT DUCTILE IRON PRICES. CABLE TELEVISION BOX
C~1 PROPOSED SEDIMENT TRAP
_ EXISTING DROP INLET
STA 93+65 W-1
1-16" RESTRAINED JOINT ~
22 1 /2 BEND STA 94+26 W 1
- 1-16" RES~i RAINED
' WETLANDS AREA "C". TOTAL JOINT GATE VALVE
IMPACTED AREA: 41.20 SQ. F-f,
~ STA 92+85 W- 92+85 W-1 STA 94+87 W-1
BEGIN RESTRAIP ~ RESTRAINED 1-16" RESTRAINED JOINT STA 95+67 W-1 °r ~
JOINT PIPE i - -CLEARING LIMITS ~ END RESTRAI M ~ PIPE 22 1/2 BEND NED
~ ~ JOINT PIPE ==y - ~ ; - -
. G`I`~d
1,~,'l_,X, 1~`
IM11H~
Y
u _ 4 f
r n 1 ~ ~ r _ _ 3_ ,a _ r ~ ~..r~ a~x s ~ ~ , ~ .a . ~ .r ti ~ . ~ t ~ ~ ~ x 1~: r r., _ r "4~~, 3 i 4 lr.~ f ~ .1 ,.j .l ~ J ~ ! S,~ wf iC~,,.4 - ~ •
. , 'i _ y - ,r :.r r~f d ~ '_r rl ~.r .r ~ ~~.i r . y ,(fi J r G::' u ' , . ~ 7. 'fir' i.~ i ~~~t '.a"
v ~r z: Y,' ~ Yt ,i r.~. ° ~ ~ti...1` r'.r "'.er~~' ~ a. ~s-a ~'T'~ ~ _ ~ r., , . ~ _ , . ~ .4r ~ ~ .V. - x s'~~ ~ ~ Z _ ~ ~ O CLL ~ U
~ r ~ .y ~ ~ ~~...,L. _ r.~ ~ ~ ~ ~ a ¢ ~ i u _ _ I F=
u, /~r~ ~ .,.11_._-..11 a - W a _ ~~o H ~
I O~ fTl , N _ ~ z as _ _ o Z N
mZ-}- O -I- Z W ~ = v a~
--I p ~ - _ . _ - ~ p _ Z _ _ _ - - _ . ~Ow mC9
~C rnUI ~ W ~ ~ WJ ~ N
D~ O I S _ ~ Q ~ N a~ ~ STA 92+00 W 1 STA 96+00 W --1 w a~ ~ ~
~ o a I, _ 8 f~ MAT ~ ~ w C ~ s: _ _ BEGIN EXCELSIO i__ END EXCEL510R MAT ~ - ~ I ~
Z ~ N SEE DETAIL SHEI I c ~ -J SEE DETAIL SHEI_ r ~
2 21 OF 21 ~ i ~ 21 OF 21 ~ z U;
~i, r V C n
C3 ~ 2 vi n_
. L? ~ ,J V t ~I
O W ~o = Lj 2 J
V ~ ~ ~ o ~n
Q Z ~ ~ O c~
~rn W ~ ~
r! ~ ~ J ~ ~ ~
'Q O ~ ~
'Q ~ o
_ I _ - - - ~ a; . _ _
I I i _ o I I ~ c
I ~ I I I I ~ ~ 1 ~ ~ ~ ui
- 1 i I o ~ } - ~ ~ ~
~ ~ ~ ~ ~ I 255 I ~ j N
_ _ _ _ i r. i 1 ~ ~ ~ I _ _ _ z I ~ 255 _ ~ _ ¦
r ~ O i _ ~ _ i i I ~
_ _ _ _ I _ ~ ~ ~ : ~ ~ ~
i 1. ~ r _ - _ _ _ _ o ~ _ _ _ _ ~ I _ ;
i ' i 250 z '
_ { _ ~ i o I- ~ WW ~ ~ 250 J _ -
- o Z_ +
~ ~ I Q Q ~ ~ co Z ~ W ' Cn
i _ _ a. _ ~ '
245 ~ ~ (n W ~ I ! d i WH ~ I ' ~
_ ~ ~ ~ ~ o i ~a ~ ~ ~ 245 Q
I t i I _ _ f ~ ~ - - _ _ . _ _ _ _ z z co r- _ „ -
i ~ Q o ~ z _
_ _ _ , - _ . _ . , I ~ ~ ~ _ _ Q
1 ~ ~ ~ i 240 ~ ~ w ~ p ~
FLOOD PLAIN i i U I
- 1 i i N ~ 240 z w tiro i ~ ~ i i co / ~ Y ~ ~ W p
i ~ i _ _ ~ - _ _ f - _ ~ _ - _ _ _ ~ ~ z l~. i IN /
_ ~ - ~ -w
235
. _ i { ; ~ ~ w / ~ ~ z ~
I ~ ~ _ _ . _ _ _ . o 235
i ~ EXISTING; GRADE _ z ~ 2 p ~ I Q ~ ~
I - _ _ _ Q + _ - - _ _ _ _ - _ _ f ' i ~ _ _ -I . _ ~ w ~ ~ Q Z I - - _
i l L_____ ~ ~ ~ ~ 230 ~ ~ ~ i cn - ~ ~
a, _ _ i w~ ~ Q ~ ~ = Q.
i ~ , } o ~ ~ I 230
~ ~ ~ i _ ro i ~ _ i ~ ~ o ? , ~ i i ~ z p i o
o - _ _l i _ - -f - - ~ ~ ~ _ w ~ ' o _ _ - _ .
o ~ ~ ~ I ~
225 _ - - m ' ~ ~ ~ ~ I ~ I
_ o ~ , i _ t _ ~ ~ ~ ~ 225 ~ I - _ ~
W ~ i I I i~ _ ~ ~ I- '•r i (n
_ ~ .e..., W _ _ 1 DAT E. _ _ __.__T_ j
, ~ ~ AUGUST 1999
220 MAIN 250 ~ D.I. WATER PO ED 16 CLASS , I ~ ~ ~ ~ DESIGNED:
o - ~ ~ ' Y _ _ _ ~ ~ ' ~ ~ ~ 220 _z_ _ _ . _ } _ _ _ _ _l _ ~ ~ TAC .
, ~ ~ ~ ~ ~ DRAWN;
U ~ F ~ ~ y._.__._-..__.___.. i ~ ~ ~ i _ _
I ~t a I I i ~ i ~ - - I ~ ~ i ~ CHECKED:
215 ~ I I _ _ _ _ a , - j ~ i N i MCW
~ j _ _ _ i - _ _ _ _ ~ _ _ i 15
00
LLJ ' U) M SHEET NO.
1
= 210_ 84+00 85+00 86+
I
m 00 87+00 88+00 89+00 90+00 91+00 92+00 ?2+00 93+00 _ 94+00. 95+00 96+00 -97+00 98 210 9
+00
OF 21

}
NOTES: m
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS EXISTING GATE VALVE
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR PROPOSED `~Y'ATER MAIN Q
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, EXISTING FIRE HYDRANT ° EXISTING W.",TER MAIN - -
OR LINES BEFORE CONSTRUCTION BEGINS. PROPOSED BUTTERFLY VALVE
- EXISTING ~ DiTCH
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION N PROPOSED GATE VALVE _ RIGHT-OF-'Yi'~,Y
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION PROPOSED FIRE HYDRANT
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS EXISTING FENCE
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF T EXISTING REDUCER ~n . ~ ~ ~ ~ ~ . EXISTING ~ f~EE LINE z
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND 0 / PROPOSED REDUCER ~ Z
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER EXISTING DEi,,INAGE PIPE - o
(INCLUDING FORCE MAINS) AND WATER MAINS. IF THESE E PROPOSED OR EXISTING PLUG w EXISTING TRkE ~ ~ '
SEPARATIONS CANNOT BE MAINTAINED, DUCTILE IRON PIPE ~ _ EXISTING POWER POLE
WILL BE USED 10 FEET EITHER SIDE Of CROSSING AND TELEPHONE i~'EDESTAI_ ~ W
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL EXISTING GUY ANCHOR ° u . RIGHT-OF-~~AY MONUMENT
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE EXISTING WATER METER
APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE PAYMENT CABLE TELE'~~iSION BOX
WILL BE MADE AT DUCTILE IRON PRICES. EXISTING LIGHT POLE
EXISTING FIBER OPTIC
ME: rE-R VAULT r
_ SE.I: DETAIL
S}-I:E:T 20 OF 21 ~1 r ~`i n NlN1~
_ PROPOSED 16 D.I.
_ STA 63+39 W-1 A ~ ~ W TER MAIN i9 W-1
1-16" 45' BEND CLEARING LIMITS BEND ~ o. ti
I ~N .3 ~ • ~
STA 60+6.~ W-1 / ~ ~
- END RESTRAINED I STA 63+57 W ~ ~ y ~ , 'P
JOINT PIPE- STA 62+85 W-1 STA 59+35 W-1 „ _ 1-16 45 BE 6" 45' BEND ' ~b''ti :'~a• ti ~U,~
BEGIN RESTRAINED 1-16 45 BEND ~ ~ ~ aa~' WIIg4iN
JOINT PIPE I ' _ r - -
~ 4 S.` ~
, x _ ~ ~ ~ ~ J U)
~ ~ (n l ~ i - I Clt d i ~ ~ 4.1 --I m O N D ~1 v~~'I
~7 A I I ~ . , M I ~ ~
cn 17 ~ In ~ ~ J z ~
m0~ N z + ~ _ m N U N +~Z w !n (3~ O
-I O _ jj 1 ` + O -i ~ ~ _ O Z ~ Z a~
Z~ _ ~ rn r ~ 00 C i..r U cv _ ~ D ~
~ C O - - ~ O -I ~ T; o
O I ~ _ _ -r~ o ~ I mU ~ -
Z _ J _ _ _ ~ ~ L' " ~I Z ~ W ~ N ~ ~ ~ -i c~ ~ ~a
STA 62+64 W-1 b r ~ c~ , ~U U~
1-16" 45' BEND C ~ s ~ ,
I~~TING 32 ~ ~ ~ Eh ~ c
GRAVEL DRIVE c ~u c~ ~ ~ ~ ~ L
~ ~
~ t~
sTA 60+0o w- ~ ~ W ~ ;L,
1-16"X6" RESTRAINED JOINT TEE ~ ~ s ~i ~ ~
1-16" RESTRAINED JOINT a~ ~ ,u
BUTTERFLY VALVE t.~
1-6" GATE VALVE
1-FIRE ~-1YLRAN T i~ ~
ASSEMBLY h ~
1~ ~
O , _ i _
w w '
~ i
1-16 45 I BEND 45 I BEND 'i _ , L ~ ~
z _ j i i ~i
285 o~ ~ ~ - 2$5 L )`J 1-16 5 BE I 6 5 BEND 265
o - _ _ _ r , _ _ _ ~
w ' z I i ~
n _ i _ _ _ _ _ _ i - _ _ i
I ~ ~ w w ~ ~
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i 1 ~ I i ~ ti~ ~ ~ _ _ Q Q o - _ f . _ f _ _ ~ S _
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U I _ _ _ - - _ _ ~ - - _ - - - I _ _ I f _ _ I _ _ _ _ _ _ I I i . ,
Y I _ _ m ! ~ ~ + _ _ ~ . t ; _ AUGUST 1999 I I t I~ i
n ! ~ ry I w 250 I I ! ~ I I i DCSIGNED:
250 ~ i 0 - _ Ll r _ - _ _ _ - I 230 i ~ i r TAC
W i i i I ~ I i DRAWN. ~ ~ ' i
i 3 ~ ~ ! I I o _ I _ _ ~ _ - I. _ _ . _ _ _ i _ _ _ _ _ _ _ _ - i I I , C DG
W ~ i r. _ , CHECKED:
s i 3 MIN i i ~.s MCY~
, ~a 245 245 ~ -5 ~ t _ _ - I y 225 I _ ~ - _ _ _ ~ _ _ _ _ _ f _ t SCALE: H - 5O F i
o
i
p I Cj) I SHEET NO.
T I i I
? J = L240.1 56+00 57+00 58+00 59+00 60+00 61 __240 121, 220
+00 62+00 63+00 64+00
3) 4+00 65+00 66+00 w 67+00 8+00 69+00 70+00 E 21

NOTES:
} D7
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS, CABLES, EXI w STING GATE VALVE Q
OR LINES BEFORE CONSTRUCTION BEGINS. PROPOSED WATER MAIN o
EXISTING FIRE HYDRANT EXISTING WATER MAIN
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION PROPOSED BUTTERFLY VALVE - - EXISTING ~ DITCH
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION
BETWEEN CROSSING OF SANITARY SEWER AND STORM SEWERS N PROPOSED GATE VALVE RIGHT-OF-WAY
18 INCHES VERTICAL SEPARATION BETWEEN CROSSING OF ~ PROPOSED FIR E HYDRANT
SEWER (INCLUDING FORCE MAINS) AND WATER MAINS, AND . EXISTING FENCE
10 FEET HORIZONTAL SEPARATION BETWEEN SANITARY SEWER EXISTING REDUCER z EXISTING TREt LINE o
INCLUDING FORCE MAINS AND WATER MAINS. IF THESE STA 74+36 W-1 ( ) ? PROPOSED REDUCER ~ z
SEPARATIONS CA 1-16 RESTRAINED NNOT BE MAINTAINED, DUCTILE IRON PIPE I U.S. ARMY CORPS WI JOINT 45 BEND / LL BE USED 10 FEET EITHER SIDE OF CROSSING AND I OF ENGINEERS EXISTING DRAINAGE PIPE > ~ BPS t_ w ~
E PROPOSED OR EXISTING PLUG ~ - ~S - EXISTING TREE ~
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HORIZONTAL ~ U EXISTING POWER POLE TELEPHONE PEDESTAL w
FEET FROM WATER MAINS. THE CONTRACTOR SHALL RECEIVE u
APPROVAL FROM THE ENGINEER IN THE FIELD F STA 74+14 W-1 BE ORE PAYMENT 1-16 RESTRAINED - TEMPORARY SILT EXISTING GUY ANCHOR ° RIGHT-OF-WAY MONUMENT
WILL BE MADE AT DUCTILE IRON PRICES. JOINT 45 BEND FENCE. SEE DETAIL ~ -o-o-o- PROPOSED SILT FENCE - CABLE TELEX ISION BOX
iSHEET 21 OF 21 CD PROPOSED SEDIMENT TRAP
STA 72+89 W-1 EXISTING DROP INLET
WETLAND AREA "A". TOTAL 1-16" RESTRAINED
IMPACTED AREA: 146.67 SQ, FT. JOINT GATE V ALVE ,
PRC ~ STA 74+93 W-1 ; PROPOSED 16" D.I. „ „ - -
STA 73+34 W 1 ~ j _ WAT 1 16 RESTRAINED ~ WATER MAIN WETLAND AREA F . TOTAL ~ IMPACTED AREA: ,199 SQ. FT.
BEGIN RESTRAINED . JOINT 45 BEND
JOINT PIPE / I STA 75+14 W-1 ~ r WETLAND AREA " " I EXISTING RIPRAP , _ D . TOTAL MKe~g,",
_ STA 7,~ 94 W 1 i r-- 1-16 RESTRAINED IMPACTED AREA: 1456.25 SQ FT. i SLOPE PROTECTION (TYP) / '`w ~ d~
-CLEARING LIMITS ~ END RESTRAINED I ~ JOINT 45 BEND - , I
~ i ' Y , JOINT F IPE I ~ I' ~ ~ o, I ~ ~ N
1 w _ ~ t ~ ~ - U
~ o ~ ~ I ~ ~ IJ ~ ~ r' tt~ ~S ~ iv== (V
~ I o _ r i . ~ a ~
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-a y ~ y.-,`. - r ~ ~ ~ ~ ~ _ . . ~ ~k o ~ A o- ~ f Y ~ < ~ i r ~ ~ ~ v ~ r , ~ ~ r ~ ~i_~ ~ ~ 4.,~... ~ ~ ~ • ' v r 'y'"~'~ In -
' ~ ~ ~ Tl ~I -i f~l O
~ 0 ~ D ~Tl
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~Io~ I ~ ~ I -P ~ Q N + z 4,
Z+ ~ i R1 / -i (j ~ ~ 1- ~ o~-H U
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JC - ~ ~ "V ~ D ~ =Z ~
O -I I 1 O U f7 q
~ - ~ I o , TEMPORARY TEMPORARY ~ Z V W ~ ~ V
z - ~ ~ ~ SEDIMENT STA 73+00 W 1 ~ TRAP #1 SEDIMENT TRAP 2 N ~ - ~ ~ ~ ~ I
END EXCELSIOR MAT i I ° I SEE DETAIL SHEE1~ SEE AI , i o DET L SHEET ~ ~ U o~ ~
SEE DETAIL SHEET ~ ~ 21 OF 21 21 OF 21 yc ~
21 OF 21 ~ Oo i c ~ ~
~___I WETLAND AREA "G". TOTAL I -
1 IMPACTED AREA: 82.89 SQ. FT. O~ 2 J ~ ~M1 C Q~ X 2~
~ ~ a_
~ y •J _
WETLAND AREA "B". TOTAL IMPACTED AREA: 91.77 SQ. FT. ~ C ~ = p Z C ~s,
> n v
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v _ - _ _ - ----flR@PB~Efl- ~f -~-LASS---~--Eta.-_-wf f~ --MA+Fd---- - - ~ _ _ _ _ - _ ~ _ _ - _ ~p v
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_ 4. I i _ I _ _ _ - _ ~ Z ~ ~ 4 f ~ i ~ _ ~ DATE: _I ' _ _ _ _ 1 _ r ~ AUGUST 1999
~ Z f ~ _
n 210 ;Q~~- ~ _ - - ~ _ I ;F"WO i ~ ~ i o ~ _ - - _ _ t _ _ _ ~ i ~ I ! I I ~ DESIGNED:
ro _ _ -T_ , o ~ ~ I ' ~ 210 1- _ _ _ _ _ TAC i ~ r
~ ~ ~ ~ ~ I ~ ~ I _ ~ i I ~ ~ ' DRAWN:
- _ - - _ , - _ ~ ' I ~ i
_ N j ( . a~ ~ ~ ~ I CDG _ _ - _ _
205 I~ o _ - ~ I ~ I _ CHECKED: I ~ I I
_ - ro ~i _ _ ~ _ ~ i MCW _ _ ~ ~ 205 f _ _ _ _ _ _
~ I
o ~
I V 5'
I f- - t SHEET NO. i
.200 I
70+00 71+00 72+00 73+00 74+00 75 00 ~ i
m +00 76+00 77+00 78+00 0 '8+00 _ 79+00 80+00
81+00 82+00 83+'00 84+00
OF: 21

NOTES:
1.) THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS m
CO., TELEPHONE CO., AND THE WATER DEPARTMENT FOR
THE EXACT LOCATION OF ALL UNDERGROUND MAINS CABLES, w
OR LINES BEFORE CONSTRUCTION BEGINS. PR EXISTING GATE VALVE Q OPOSED WATER MAIN o
2.) PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION EXI EXISTING FIRE HYDRANT STING WATER MAIN
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION EXISTING PROPOSED BUTTERFLY VALVE ~ DITCH
BETWEEN CROSSING OF SANITARY SEWER AND STORM S EWERS _ _ PROPOSED GATE VALVE
18 INCHES VERTICAL SEPARATION BETWEEN CROSSIN G OF RIGHT OF WAY
SEWER (INCLUDING FORCE MAINS AND WATER ) MAINS, AND ~ PROP EXISTING F OSED FIRE HYDRANT ENGE
10 FEET HORIZONTAL SEPARATION BETWEEN SANITAR Y SEWER
(INCLUDING FORCE MAINS AND WATER MAINS, IF THESE EXISTING z EXISTING TR REDUCER EE LINE o
SEPARATIONS CANNOT BE MAINTAINED DUCTILE IRON PIPE ? PROPOSED REDUCER ~'z EXISTING DRAINAGE PIPE > ~
WILL BE USED 10 FEET EITHER SIDE OF CROSSING A ND
ALONG ENTIRE LENGTH OF LINE LESS THAN 10 HO RIZONTAL - ~ PROPOSED OR EXISTING TREE EXI~~ING PLUG ~
FEET FROM WATER MAINS. THE CONTRACTOR SH ALL RECEIVE ' EXISTING POWER POLE TELEPHONE PEDESTAL w
APPROVAL FROM THE ENGINEER IN THE f IELD _ _ EXISTING GUY AN ~ ~
BEFORE PAYMENT WILL BE MADE AT DUCTILE IRON PRICES. RIGHT OF WAY MON CHOR UMENT
CAB ~ PROPOSED SILT FENCE LE TELEVISION BOX
Q] PROPOSED SEDIMENT TRAP
EXISTING DROP INLET
STA 93+65 W-1
1-16" RESTRAINED JOINT
WETLANDS AREA "C". TOTAL 22 1 2° ~ / BEND _ STA 94+26 W 1 ~
IMPACTED AREA; 41 .20 SQ. FT. 1-16" RESTRAINED
JOINT GATE VALVE
STA 92+85 W-1 y04 2+85 W-1 STA 94+
BEGIN RESTRAINS 87 W 1 ~ . RESTRAINED " -
'i CLEARING LIMITS JOINT PIPE 1-16 REST RAINED JOINT STA 95+67 W 1 PIPE ~ - N
i ~ 22 1/2 BEND END RESTRAINED - s r
- ~ i JOINT PIPE , ~ .
d` .
~A~
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~o~ ST>c ~U= W o ~ W I STA 92+00 W-1 ~ ~ o
N Z BEc STA 96+00 W-1 c~~ ~ BEGIN EXC i~ v ~ ELSIOR MAT ~ Ow 4~ ~ ~
SEf SE _ END EXCEL.~IOR MAI •o EDETAIL SHEE1 v~ ~ ~ ~
21 SEE DETAIL SHEET ~ ~ ~ 21 OF 21 ~7,
21 OF 21 ~ W ~ ~ o, ~
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_ _ _ i _ i _ _ _ _ I W ~ I ' U 1 I
_ _ ~ I ~ ~ ~ N 240 ~ - - _ , ,a - _ W _ _ _ ,f,
_ T ~ ~ ~l;xv zk .f Y '~ti~ S. r,F, .~A, p - LL -0.0. r'- ; n..4~ Q J
_ } W i ~ I cv I / F- ~ z LL
235 ~ _ _ _._n_- - ~ _ ~ I .n I ; ~ - - ~ p _ ' _ ~ ~
i _ _ _ ~ _ , ~ ~ - - i ~ i _ f _ I
i I _ t .GRADE ~ ~ / W t ~ z CL _ o _ _ _ ~ I-- ~
- _ ~ - EXISTING - _ ' _I ' a d. j _ ~ I _ _ ~ _ , _ 235 Q o
i ~ _ _ ~ ~ Q 3 ~ ; ~
J 230 ~ ~ _ ~ f„ m _ _ . _ _ . ~ Q Z
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o ~ ~ _ ~ _ - _ . _ I z o i _ _ _ _ ~ w ~
5 ~ ~ ~ _ - o i _ _
o ~ ; _ _ , _ _ ~ ~ i ~
W - _ , i I I 3 M!N 1--- _ _ ~ I ~ ~
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~ tr ~ ~ ~ - ~ ' - . . . a ti s' r~ , I ~ 1 ~ _ I
~k , 220 ~ , ~ _ ~ . ~ _ - ~ MAIN ~ - I _ - _ - _ _ _ ~ - DATE: I ~ ~ r _
o TR ~ _ _ . D 16 CLASS 250 D.I. WA E _ P_BQ_P_0 E o . ~ _ I o i ( ; AUGUST 1999
m , _ i ~ _ ~ - 1 W ~ ~ I 1 ---____.__1- _ . ~ DESIGNED: 220
_ _ _ I _ _ _
_ _ N ~ ~ _ _ I 3 Q i _ t I _ _ TP,C ~ ~ i _ ~ ~ DRAWN:
_ _ - i ~ 1 ~ - I - ~ ao _ _ CDG
o ~--e. I o - 1 _ - 1 OJ ~ f w _ _ I + - t _ ~ ~ ~ ~ CHECKED:
I i i ~ - N I I _ _ _ ~ ~ ~ ~ MCW
o ~ ~ ~ ~ I ,
CY) SCALE: H = 50
I i I ' i V= 5'
210 1 SHEET No.
m 84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00
_ _ L- 21
93+ - 00 4+ 94+00- 00 95+00 96+00 97+ -00 OF. 21
00 98+00