20070018 Ver 2_Site Plan_20070924

m
3
to ~
z
0 0
'i~ofo~C~/e R o ° W
a. i
A
HWy 42 East v~^°ja.
~ . W Q
2 ~'r ~G Q ~
C l a y t o n ~ o r a r o s~ i ~ a ~'o
~o
0,,, O
Z
~~G SltE .S/f2
S F~~~
CAR ~ to0 0000 00000O~(0OGeSS /C oo°f~
_4?~ ~ '~j c oQ voo
SEAL o
0 19821 0
00 00 00 0
SECT/ON G ~ ° ~NG IN~0°°° 00000000
I 'r w. RI
I l-' f , Vicinit Map Of lilt
~ N.T.S. C
c o
u
0
~ ~ ~ i o ~ ~ z
~ ~ ~ RE REA T/ON ~ ~ ~ , .:.r 0
r ~ ~ ; ~ ~ SECTION H ~
\ ~ _ ~ ~
SECTION F ~ ~ i~
r
. ~~~~m~~~c~mm mom ~ 7~ ~t
~ ~ I ~
Drawing Sheet Index
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m m
~ ~ ~ ~ ~ ~ ~ ~ ~ ~m~~~~~~~ ~ ~ Sheet Number Sheet Title mot'
~ . ~ ~ n ~n 1/Pi~

~ ~ Wll04 m~
~ ~ ~ ~ ~ ~ ~ ~ 7.0 Site Overall
~ ~ ~ ~ ~ ~ ~~Q ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 7.7 Site Section l-A N ~
J ~ ~
,...~f ~ , ~ ~ ~ t~ ~ ~ ~ ~ ~ ~ ~ C~ ~ ~ 7.2 Site Section l-B
1,• ~y Vy ,,ff \ ~
•'~~f 7.3 Site Section l-C 0 U
l,',~ V'Y •t `~~y ~ ~ ~ ~ ~ C~ ~ Ct~ ~ a 0
1. ~ r y..l,~~ 2.0 EROSION NOTES 0
~~\)Y* •~M 1 ~ ~ ~ ~
. / 1 \t 1 f•~ ~ m 2.7 GRADING & EROSION
~
• Y ~.I m 2.2 GRADING & EROSION Section l-
v~, W cfl c~'~ ~2 I-B rn o rn
m 2.3 GRADING & EROSION Section l- m 2.4 GRADING & EROSION Section l- 2.5 Utility Overall ~ co co cat -
III , , '`..4 C z &-4 0

;Z) U
z~ ~
SECTION K 2.6 Area of Filling in Flood a -A o

~R t ~ ~ 2.7 Utility Notes W
,f O U
m 3.0 Street A Mill xa ~
t,,;,',~ co c CEMETERY EMETERY co
ti , ~,a,.5 ~ / i ~ v. m 3.1 Street A cont
O N a~
fi ~ , ,y 1~~1,~ \ ~ J., ~u4 ~,.ry, I ~ f m 3.2 Street A con t2
rn .i V ~ ~'4:t ' 7 k~ h t '~r m 3.3 Street B
W ~
N i ' i, m 3.4 Street B cont i
C
` \1 O J~ m 3.5 Street D
I ,r' • 4'~V;~ 04
\ /1 O / m 3.6 Street E *104
O \ ~:~v,....... \
i • M. 'S~, m 3.7 Street F
•
U 1 m 3.8 Street G & H
0 0
W ~ ~~,.,,r..' ll m 3.9 Storm Table
C ~
d ~`y ,iI ` D7 Erosion Details
C , D2 Erosion Details
n C~ \ l~1
THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
ER/OWNER DESIGN EN ~t LLC l~irl~ Righ 20072 8450 ~allls Of ble Carolir~ a 276 7 9 Raleigh, l~lorth Ca NGINEER D3 Erosion Details DRAWINGS, DESIGNS, AND DESIGN
0 J CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
h tm er D4 Erosion Details OR DUPLICATE THE DRAWINGS OR
C ~ y D5 Sewer Details DESIGNS ONLY WITH THE ENGINEER'S
0 0 WRITTEN APPROVAL.
C ~EUS2 .SUlf2 ,3~6 D6 Sewer Details
0 • 0 DATE S/1/07
I ~ Caroli~7a 2767.3 m D7 Water details DRAWN BY : RVM
~ • • Gary Lynch ~9~9) 6~0
U '0-5292 D8 Water Details JOB NO. :0001.0001
_ V) 919 ) 553p (919) 553 )-3-3787
SHEET NO.
~3-9970
0

1 ,J ~ . • . • ~ 1 1 f.J, r,,~, ,ti
' Pf J , ~ ni~ ~ ` if ~ Af yli ' l r • t !r , Rt.....,s.f,.. f,.,~ :,,~h ,I . `~i tf ,,li ~ f,r f' . J''I' '
f,~ iYy j,, r/~ $i~ f ~ . .c l,p I y'+u Y ~ J 1 4'.* ~ 1. , 9i r ik. .j' . f/ Zti I ~1 '~1r f' J y rf`'. '~l ,~,r '`44~ w,P it , ~ ~ J ,i { f
I , f f r ~IJ r ,F'.* ! { ';.Y fY~r 'i r''4J"~ 1• i %Y
~ t 1. l / 'ir: ~ ~ r ! .l / , r,r rr' J • f f, Ili' /r/f:
% r .
r E ~ ~ r.. I 'I' r! r r f a' f '/J rf fr ,I'r 'r , rf rr ff ~ l~ i r' r/ f r+ t r! rr rf r sr .d".-... '..r. ;i, ,r. / , • , • / Section I-B _ Sectio i n~ section I -A
J' ~ ~ ~ , a I rf I 1 r4q t,.:•y'J i y±r ~f r~. , r rr:..:.:. I r+r .l' ?•f ' f'l ' rr ~ ~ 1r' r r/ ,`r•
! I~i I ;Rr I I „ 1 ; '~h, 1 'ur4~l' 1 ~ i .ir I { , ! ~ `i, rr yh 1 1 (r I ' I i:y ,i r P` G:: i'r / ' ,y •~~J . rJ+',~, ,+t. r7.
, ' r ~ ~ s y ~ ` 1•~` ' 'fit /i J' r .i. , ~ : : ; r r f ~ . i„ : . / ! , ~ 1 ,1 t'r , r'~ hr, ~y,.r' J ~ r f / v r . f ~
~ ; ' j t, /r i 1 ! y'1 i rt 1, P ,r IIP ; r ,r on , , p ra. 1 l i,~ '.i, 1'i1 f' jy If i . , , , , 4.. . ; - - / • , . it ' .7'' ! y rf ,r' , , rs f z
1 f :r I ?t i I , 1, 1 11 i 1 1't 't,.4 f .i f I 1 ` e ~ f , Yfr ff ' . r r , : ' : „r .fir . { 4 i f ~l, i I ~ , . ;r. r, v' , tf f r,F fi l' J' ? r r , Ka,fS' /:.}If ! , ~ ; r' 4 v ,r , , J / . , ti 0 U)
'y; ~ . , ; } ~ ~ , ' , / y /Jr i I,: rt , ! , ' r",., I~I~ .\+(1'y,~i I ,.,f I ~ / ,,N r,' r ! r r r y "~';;r.nr :F r ( ~ '4:;,u~gl 4 r f rr ' '~1•r t s:. f+: ,ir.f""' li JF .fr r f ! r" ' d'r f I r 'P I / f,' ..r Y : rfl' r.. f - Vii' ~ ,,l r, J' ~~I • / , .i / ~ i..'', J: rf in,r • •'"„',•:nJ : t~ 4 n• a r~;lif f .r. r.. / .F/, yy i• J „ , , 1 .r rr •w„+. , .r. t ~ ~ k, t` ,1 ~ ri/ .r• :.Jf Y , . , r ~ it : : t r / / ~ , ) , • r / f Prf 'fir ..r r, , ~,f 'f ~ , J, . , , r , / ,A! >
; ' ~ 1 , ( r ~ •*4! r, r ' , r iY 1 r } i r • , r r ( l : f . rt r t \ •u,.. ''h•• l.T._,...• f':~ i i i J rrNS•, r . r ~ - ' ',v f ,r r i r` f , f ! J "rN ,'•r ,~i, M1 r,+ ~";Ji ~t' r' / r•^'" R:..~f ` . g : ,.c ~ Jf . 9f J ~ If ~ ' , r' ~,~'tf'4 ~ ~ 1. .J rj /r /lr ~,f!~ ",ff .r / r / . r ..,,,r ..i' . ..,....v , . ~ • } / , , i.r. . , ......rr ''fi'r r~'~ . :t "`--u4.., y~ ~i'~ . r ,r , r• / i' .,r J , , r , w
, ~ r ~ , ; , ' t ~ . r 1 f : ~ i. J'' ' ! ~ ! Vii' r .r ~Y'M • + f J i,~ . i '{4• .f / , _ r " : i I, i. ~gy93d I,;I:Ir.I 14 r„~ I r I / , • ? , w, . r',' ~ ,
, rJ f • { I, ~ ' r. ' i' t•. ,u1 r. rr i I r4 u~ , . . , r . •/I •il. 't ! ~ ~ it{Ir~ r I rr r... , . , ;r ' r ' .l . . . . r, , , 'rj '1 , . . , . • , is • ' r r` , , r . f
.r•:• /r. ~ ~ 1 • d , i ! r'! . I ' : . • >l /1 . ~ ,r , . ~ ~ Section I- / 1, ~ _ f~.. r . ~ r 7 ~ . / : ~
/ i f r . ~r ' } ; + r . , f ~ ~ ' , ~ .Cu n,.., f r ) r / , • • / y . , : / " / r..... ~ , ri r r j't. .A, n•R'~.YiA~{417bVRnp(AY7D•9i YZf .;F• • , • ~ . ' ' r/' • , : , r,; i / t , / i . . ~ : ' . . ' , ' i , • f
• r r ! r I : 1 r f :i J J r' fe'., ~~j.. i , r. r 7 , j { r 1 i r f I i r' J ~ i'~, r} •i y ' w f~ ~ J y,.. ' , r ; ' ! r r i t'• 't f ` tr ~ • • •f ' ' , „ ~ : • , ' r ~ j. , ; t _ . ~ ' , . ,r' t ~ ~ (...(.r. ,r
~ I r ~ I , ; i , ! r ' : ' / ~ : , ~ ~'F"' . • % ' ~ - public ~ U lJlt . osem . ° - f' r, i r , ' , . J' ~ ' 1 , r` . ~l8 Ju'r, n~ Bbx ".,.,r .~1 r r. r. r' f r! ,••r .fr ,f r'' tt4 (d./r., 'VAu/ ~ 1 r t • S. ° ...r' / ' rP r' P ;f fr irp-,.'' , LaV: ,r• r . t fir, 'I~j •t i f,~ .,,.o- I ~ f ~ 0 ,r~vr .J If,I.~!'~(I'i P \ A~,.,;r.:'° .,r r, r: .Jr.., /r.,,i,. i / ti. J' I~r,,• 1i ? Ji` r~r ~~1, 1~ ~ ro' ~ . . , tip{: t.. ~ ~ r' r ' ' s'1". j , r' ~ , ,r Y w
' ~ I. , • , , { / ~ , - d t . ures . , ~ ' r .r i.r~i~,y, O , , „ I ~Wr~ . : - u „ l , :t i + , n a.~v p , , 4 . l'~ i ' r t ,,.i... •4 • . ' J r ~ ~ ~ ~ r d - , Q
: i , , ~ , 8 ` . ' . r ' 4b f ,r' . , - , ,1 ~ ~ •jJ . `r.. , . . , , d ~ , ~ . . , 1 .r..., ,,r' . ,.d>, ,rrtnkw.r,,,,,..4i ...w V a rr, r A r" „x:, , .wf n•J r , nai~ i , ,r • : ~ 1 ~ , • e ~ ~ i w , : , 1 r + r~. / .,i r,. f . . q , 0
, t • ,n . , , ,r , + ` ~ . : ~ ~ ~ , ~ t , ? v ' r , + , o , , i r , , „ . ' r '.1 ~ ' ri ,,,,r'., i ~ e .,,r , ~ . r . r, y,, , A w+.r , j ` 3 • • ' 'i, r ,r' 1 ,'i .l ,l r~ Lb J
QJ ~ . q . , - , ~ ' , .,;f I ~ f ' { ' ' , r. , A _ / , , , ~ . . . . .Ir y~ r .,.r r,. I J [ : • ,r r,• F;r r?r nr•~ttr„ ,.iv• 4 , .Kr. • ...w { t , ' ...r•. ,r' ./'rr r'r ..r ,l w••t'• r• ~I%. I n i i' ''i I \.`t, / • ` ~ .r ~1. rr f • ~ I,..`. ' . , ~M.. . r . • , ~ s , , ' r in 0
';f r~• r J 'i. i r 1 „ , .r ~wr fM r ! I t ) . J rr. ,f r. + ' _ ~ rte/ r:r,':^~... rr' ~:t~,; I J '4 r w TI % • „ , r . ~ / _ h' It t 1 ~ ~r.,f { i ~ ~ •y i ~ , . , : , ; , . a ~ z
~r ,rr J • i ''r ; +r , ' ' ;r ,,r 10 Ut!llty Eoserr ,'f . ~t~llty Easement 1,i ;t ~ 1 I 1 Y i , • \~t , 1 +f • '4. w .r. , , ~ ...r..,
r rA,, r F' J ' ~ t, ! ' , 1 r+ : I . I . f J , r / rM . i r t , ~ , a 1 _ .a .l w,f, `F r : ! `r. : " 5 r rrr~ 1 1 • t'3'•„ ~ . . t ~ . 1 ~h n.,,' ,~rK \ .y ~1 ti ' , , '"1:.. ~ . . ? l'
'i'rJ l r .f ~ j f'~ i `'V J r'{• /.}~r. 1 ~r~ , . r , , , _ ' . : i , r I r~ r i t ;i . f • w r' S~ i ...r..... ' ~t , Rx r I r,:h r, .wf 1, u'. $•t s - ..;~..,rr r f~ •~'r 1 r ,r i i~• r r o t! t I 1 i ' , 1.,'r,* j l 'n 'r.,,,.,~,~ JY n 1 1~`r. , , , : , . , 7 • ~ J , \ J1, CAR 00000000OO~~~ -~~4!
/ ! " f r, r , ~ f { ' , , ; um a ion , r , / ; , ~ , .r . ; . - % ff + r: 1 7 r r~. I • , , 'w 1 . . , • ? . r. 'r , f ~ 'Nap
I ~ , / i / ' • • , ; r ~ •1? r+ 'I I ' i I i ! r, . , r / . . . , f r r R ~ , : ' r:::. r; . ~ ~ - r , ; , . , . , . 0 000V 4LET PROTECTION p QQ- roo
rl . ' ' _ ' r i f ,t y . in ! ~ p~, ' I' I' l , ' ,f 11 ` /gyp I r r i ,~F. 6 , • , , , , I i , , ' ~ Y, 1, _ ~ ' i . 1 , 1 1. , 0 SEAL 0 woo min 0 0 19821 °
. ; ~ . , ~ t ~ r lID 98'-• ,w - .r' /r r': f i t~~ / ~ r ,f ;r , , . , r ' ,r ; J ; ..r A, / ' ~ .1 1, J i ~'r$ f`r ,r" ' . r ` y "iG ~ ! ~ ' ~ .:y 1, , Xwo ,i O O
- ' : f0 Ufllit Easement ` Y ! i, ' , / ,f/ r r r / ' C f o0 f ! •,„.,r I:d rf r I~ i i r r' ,l ~i lvf }i.. , ~ ~ . ~ ' ~ It Easement r - r: tl' ;r ;r ;~r : , ,i lr , ~ ~ i i r'. . i J t~. . , , ?RY CONSTRUCTION t°°°
1, t / aN i i I ht`';1 • 'jt , it i ! ri i } , 1 ~ t I I I~ ;dlti~. . h i('!• I tt~t~ ~f/ R I i ~ , : f : t 1 / rr l 1, j - ; / ,r . / ~"!v 'i : , , a , . ; , \ • . ' lei LNG INE~°° E/EXIT 0000000000
: r ' _ • . . : ~ , " ' of ~ / r.'. . ' 1 r• / / r ) " `,~i ~r~ .r ~,'~:r' i/ ,._,F i r'. r, / r` f !r t ~ % 71,,f ~ r ,..I , . F . .r R~ 4. f• , ~ ,.ter' / ' r j ~ TD , ~ vv DITCH if - R ,RY DIVERSION ~G2
,w , 5 „ i { , . y I 1~'r i }f ' r alt ~ f I•. I i1 / ! I}t Ii ; A, r I f,' r , r,. . . /f r I ' ''S ~ ~ ',r~ it / i/:J I'~• 1 %I I l i; • / .,/I. % ~ , rF w. , 1 , , r ti , r , ~ 1 F ,,.t E_.7
` h I ~ 1 r ` tli. t" r r i i~ r~ I ! ! t 11 r ; 1 ~ ~ ; 11 1° 9 f a•.. ~ + , , r, : r... • l b. ~ ' Yf, I,. i / !I / fr /r ! ~ ~ i+, 11 - ~ , ' r . I . ...r. 0. ,a , , CONSTRUCTION ~ ~ , t ~ t , ~ V r ENTRANCE SEE ~ ~ p ~ t 0 Utrl rty Easement _ . D AREA LINE
~ I } f ' ~ ~r" • , „ / : r • 't r ' I 7 ' f t• N , ~ . EROSION 1~41C, " > r,, ~ .''3 , . i , ~ ~'~1 ~ SHEET 2 .
~ ' ~ ! , , ' , , , , ' ~ " , „ ~ ix 1 ,i ~ ,/rr r r ,.r! ~j !rJ 1' .r1 i' 1 7! .~ti• , ~ f~ ' % Q 3 • r; , I. ' • : 'i' % .h... ' ' i' rrr. ~r r 1 i ( r' i' ~ ti~'~'' ;++t~ i' ~ , '~71 7Q - . . - , . , r . . , RY SEDIMENT TRAP o
, ~ , J ' f.. y I ' ~ ~ r , t ,.,h , , . ~f jt , r ; r, t , . t f ` 'I i 4 I r 1' ~l J Ir ' : - , 'ti ~ , ,r , . a.. A v
, , / i ` . , .r ^ ..5~ ~.1, OQ - - PRON / DISSIPATER
. ,1 ' ~ .y I ~ ~ - 1,'' 1 i r. ~ rj y I : i 1 ~ r ~ 1 89 ' , , , , u, , i r : , . CB 61 w'-.~ z
~ ' ,f' ; ,r l , f t r i ! ' i : I , ( ` I ro. i t ~ 0' rr 1 f ~ , ~ 4 , ! 1 ,i t ~ . ,,r ~ c'x , >TECTION FENCE
t ~ I'; ' ~>t, ' I v l ~ ~ l r 1 ~,i / r f , / ' . , • ~,',r
, , . 1 f' f, r j' , • ` ; r ~ ~ 1 1i 1 , ~ ~ i I , , „ , 1' I M1 r 1j1, r ~1,~ I .t p,r' t ?1N O
I , lr / e. t ' ~ r ~ 1 i 1 I , . ~ ~ :J . , ` , „ CB 6 , . , , ; '.t' ' : I - ~Y r 75 I t ~ r I ! , . li M li ,
, \ ~ , , ~ / / ~ % 1 l' { ~ ? , , , _'i ? 4 -rl r/ ~C8 ; .1,~V, ; i ' ~ , ~ , r ~ y ~ ' ~ . . ~ . , f PHASE NUMBER
• - , ~ f t , I , ~8 ~ 4.~ ~ : r ~ r ~ • • , i ; r' r r ' 1} t . ~i I I' "'1 / . .,.`t I t r I : ~ ~ 0 1 - ~ t'; I ~ ,
`r'• ' ~ V • ~ JS / i~ , i ~ ~ ~ ij ~ ~ ~r 1 f r rr 1 ~ r S r tj r i. / Jr 4 / i:.. ~ } ; ; , ~ t ~ ~ ec ion _ 1 : , POUT DESIGNATION Q .
1 \ , ~ , , i ' i ! ~ i / ( I • I • , • • k : ,.,I ~ 1 / i it ,.1~ r ~t "r ~ ' / rr '•A ' r , ~ ~ ~I , ...,..w : , : ' ' ' ~ CB 62 , , t, , , ~ ~ r . ' t , ~ S ,ri
, i . , , ' i . ~I , ~rl' l~ ~ ~ ~ 9' I ( r i ~ / 1• i r I , I 1S / l , I I° / i ~ it ~ 1 % 1 11 1 ( 1 ~ r• i ~i.. f ~ , A~~ ti r ~ i•t t I I t S R ; J r ~ ~ ; r ~ I l ~ v; I r a~ i;,,~ WALL ~ w
• , , • , , , ./fir rf I,, , rweL, lr'~" ` r f, ii ~ ,r ,'c,, . / r' . ~ , r ~ . ' y I / 1 1\ „ is / %4 i % ~ 11 t ,I 'I • ` ` , r I r : l ~ ' ,
1 { r' 1. 1 % I l ~ rr r ' / I , ' .i ~ r I r' r f r i ' ` , C. f i J ~ 'f` , ` 'ti l 1, r ~ '1 ' j i i ~y i , 06
~ I it rrf ~ y1a / i,~ 'w+«w,,,,~,,, ~ ~'+n:` c '':t ~ B .f , , ~ , 'j 1 ! / / 1 , f 'r f i ~ r I ~ ' 1 , , 1 CB 15 1 ! ~ - ! , ' ~ ~ ~ ~ r : f ~ / / ~ I 1 ~ / : «1 ~ J r , t:' f J • ' . ~ ~ , ~ / ~ ! ~ tt i; ,1
/ I ^t•~ / / 1 I ` f 1: ~ tl JY'~~ 1 1 Ir , , r1 r ' f l.I ~ /1 i' I":% f 1 r i i 1 ; i ~ r '1 1 r. I / ~ / } r ( rt ~ : 1 I , _ i rAN
, • l V ~ ~ Trr !!r li rl f 1 i' r ( r` ji ~ ~:';;yl r/ ~eF V .v ~ ~ j/ 1 / JI ' - rtf ~ f ~ 1 1 i 1 t i f i i f r / ( f' Ir l r' ,1 / •J 1 ti r' 1 ~ f, + 1 ~ - + f ~ `f 1
^i 1 ~ is ~ ~ ,M1 F . ~ r i ~ i In k~ i/ irll i ~ r , r ~ ; t ~ ~ , . f,r ~ ; , , ~ ~ ce 64 + I
r " ~ , , , r • rr r; p , , L 1 .L ~ C'V~V i., + \ , "d ~ f ~ 1 I I a I t' i 1 ' 1~ ~ ~~l 1 ~ i f r' I 1 ~ I ~ ! r'' t ; ~ ~ ~ ~
i } :r I 1. ~ f j 7 ~ r t'l I • ( ~ r f i i t r 1~Y:1 , 1 i 1 ~ ~.1 r ~ , , I ~ !'ally ~ ii ~ r \ 1 I I ! ~ ~ 't I i ~ 1' i' ~ I ' l ~ r r 1 ' r I / 1 f1~ 1 ~ !j 1 1 ! i 1 ~ /~I AI 1 ~ 7 i, I I 1,,, ~ 1 r ; 1 % ~ i I i i ~ ~ 1 } Q 1 ~ w~
i / ^ .I ~ h. , ,rte'"• 1 1 r\ r 1 t f I 1 i 'i j ~ ~ ~ I i' / y,.w"'d "•x,~. ~ !i'~ 1 i iJF ~ i t ~ i l f ~ r I f 1 r,.f / r ; ~ r r CB 1,
, 1 1. I 1 I I 1 ( I i t . Y w i ~ l I r `I ~ i f i ~ 1'} ri ~ .,1 ~ ~ 1'~ , , 11,., . 1 L~•-~'~ ~ n. ; . / , t'j ~ ~ ~ rl~ N ~
~ + • , ,1 •j '',1 I I ! 1 ,i 'p, "an Utlllt ~7,, r a t ~ 'o\ ti.. :hh y 1 , , ~1 ii , , r i # i i 1 "'1 ~i 76 - t j' ~ i t ~ { 1 1 I r ! 1 ~~I S ; ~ 1 rr f r 1.• 1~
! ~ k ~ J I . ,.~'L.. ( ,}.I 1 + , i ~ ~ I ~ ~ III 1, Easement ~ r 1 ~ ; ~ I 'w. ` ~ µy, r ( l 1 l; ~ 1 `'~1 1 1 Ij ~ ~ i 1 i ~ ~ i '1 i ~ I ~ ~ ~ 4 '1 ..:i . ~ ~ ti 1 ~ . 1 ~ i ~ ~ ~ , ,I ~ 1 ~ 1 1} / ~ ~ I . 1 Z (
. 1 ~ i II 1 ( r ~ 1 l ~ ~ I: ~ ~ ~ 1 , J,,...1 b v.. r ~ I t , ~i ~ ~ Y~ , I i j ~ , I ~ /r ~ f i ti r ~ ~ I ~ ~ . l ~ , ~ ~ I f i ~
n~ r~ \ . I . ~ I I`~ ' 'ry, , . i'. r~ ~l i", f I' 1 i I ' 1 ^ l 4y I ~ '.1 i i G + ,I ~ ICI 0
tr• ~ f 1 l . r .h 1 1 ~ { ! •1 1 k. •''1 I I I ~ ' ~ / ('}1 \ t '1 J',% ,f 4 li it '1 t I:, ~ iii ! ~ t I ~ l i'f ' ~ f 1 r ~i ~ I , 1 ! ~f f 1 0
r f ~ ~ Q • ~ r ~ .1 . , , ^ L•~~ ~ ~ R Eosement.. ~ ~ , ~ ~ 1 I : \~'y- ~ ~ r , 1I 4 1 ~ f:~~ r.. i t ~ 1!~ ,^i ti ,'fir ~ - 4,.•I 1 I i ' i j j ~ ~.1 r I t r'~I 0
j, , ~f 4 r ~l . ~ , ;L ,I `y i r ' ' \ ~ ~ ~ 1 1 I , 1 s t ' ,v ~I , l ~ i + . i 'r~l 1` ''"~1 \ i 1 1 1- .1 1 1'' ` •'•1 \ . 1 1' ~ ~ 1 i ( 4',11 r ~ ~I(h, i ~ ll1\ ` 1 ' } 1'i 11 \ '1 I t 11 t I, ~ ~ l 1• ~ ~ ,
r' ~ '~l` f r , 1 H~ V 7 1 I 1. t ~ ,IV ~ X()•'' 1 1 1 1~ \ 1 1 ~ ,l. .`h Lj:\ ~ \ '1 7 'l l 1 11 1 ~V 1 1 I. ~ ll , ~ ' l I I • r ~ '1r. . ;ter,,, 1 ` ~`1 11 1 1 1 1 ~ I i ; f l i I 1 1, ti 4 I ~ 1 . : ,
„ . ~ ~ ;,4 :l l : + r`+... ~ lid 1 1` 1 1 i i ' ~ r ~11 ~ 1, 'l ; i 1 , ~ a,.r ` ~ 1 { rJ _ ~ ~ , I I, 1 S r ~ •,tiy 1 t ! r+' h I . + r ~ ~ + 1 11
~ . 1 ' 'v. ~ ~ ~ ti 1 1 ~ . i. 28 c . 1 ~ 1 . / ( I ~ • } \r , k
~sy _ v t.. L / , : / J~ r / _ ~ 1 \ I I i '~V 1 1 'I r !,S J i'~~, ../4. ~t~r~,l Yl lfl /'l i, r• ~ l i ~4 1' r, ~ ,r I II ill I 1 't i li.~ 1 1 ~1 , .~~y ;j(~ • ~ I i 1,. ' 1 i ~ i w co c~ cat
, .r ' ~ t,r .'1 y.. • r J ~'r f., 1j , + , S 1 , rl 11 1 I II ;1} , 1 1 1 ~ ~ ; 1. ~
~ , f• J f i i •,{I` J/J ,J' AI, t Iw ~ ~\r } i 1 I 1 ; 1'" } 1 11 , , 1 s , , , y I ~ 'l ''r ',IY.~• ~ J/.. I/ Y tih ~y, r.+ 1 f,. .i i I i ~ ; ,'1 'r~..- V {I ! ~ ~ + i ~ r ti 11 4 I ~ I .R. ~ ilr ~ i,i , •i ~
- ~ , d r'~~ • , J. ` r, .`1 I ; • i t , 1 i~ r 1 ~ ~ i ~ l 'Iyr ,i.y... ' r.....
r r , y'' , . ~ ~ 1 1 t, ~ I ~ 1 ' f.r I. i it ` ~'`I 1. ~ I i ~M 1 l r 1 ~ ~ 1 I ~ ~ i `.r
0 ~ .1 1r,... Y. . _0 r, Y . . '1, ~?51 I 1 ~ ~ • , ; • o ~ I .
r , ~;~~r' 4` ;t:;~ a ~ 1.,, rr? J'Jti.' r. , , i r , , \ "I r"` i ; • , I ) 1 1 'tl ~ I ' \ } ~ . . / ~ / .1,, ' , •:i' ~ ~ \I ~ Easement . ,,aE , J,.., r% ,J rrf kh ~ ` ;f ~ l• 11 'S I l . y rti k . 1, I ! - • I i 1 ~ ,1 ~ f ,1 + ~ ' ~ i'} ~ ,'i /'gyp 1 .s r r ! i• CiD 1
, r I A 1 i i ~ . 1 r.l 1 . 1 , L,7~,/ i ~ I ; ; ~I , f ' ` I . ..f,.. .....J ,i I` 1, /"y f r , 1 I• ~ !0 Utlllt I \ . ~;1 \ : , r , 't ~ a • . I ' ; 1\ 11 S r1 '1' ' Easement r t 1 I''I V : 1;11} 1. / i
.,Y ~ ~ '1 h r . .....:.r,. .a . .tr 1' ~ 1, if r \ 1.~ ' 'r~ ''ti,~,' r/~• ~ f 1 1 '1 rl IJ) w..,,,,,'". . '•+y.•. ; { ',i ~ i/ \ !A1 1' ~i .ti~,. r ~ 1, ` , ~ ~ ;1' . 11 i I,,I 9 1. w W z
, ~ L y, L Ln ri ~ , y \ ti • t l ~ y r ~ ! ! l , y, y „ °I+i J,'w r, e ~ y ' r~• , i; : i i ';/"1., •'W It 1 S , r 1 1 \ ~ y . , ::w ~ CONSTRU TlON ' ! `ENTRANCES , EE U O O -Ott
.~1• .f y ~ 1. ~ L ~ r'' a \ y, . ! ~.4y i.ti.~ O ~J /I / ! I~f SnL L • , 1 ~ . F ~ r ~ ~ ~ i'' ~ 1(; ~ •i ' + 1, . ti • ( ~ EROSION DETAIL, . ~ ;d ? ~ ,,.r SHEET 2
o ; ~ ~ /.y yti, z . y•~''`_ti a 1,' J% / ~ 1, "MI r,f'1~;''h,, r:'.~ 11 a .r ~ 1 1 1 1 t i, r. p 1 ~ RY i , . l ~ '.r
t~ rn 1, , • ~1, ' r+ r .4 , , ' r. ~ ~ % 1 , t
r., F , 1 " ~IY.r : Y 5 ~ , ' , , : ,n..., ~ h ~ i r 1.. _ .,.h,. " , i ti h 1 11.,.. _ ' , ~ r r ~ .~r! r,10 UtrJrty Easement . 1,:! a~
1l 't, ~tilr , ~ , , , L„ , • / i ~ ,y '•,.1,.~,, '\\ti`•. ii '\r'; J ~ ~ a„yip, i / ~ , CB 111 ~y. i ~ CB 117 ; /y `.?T. ~ , i is i , ' V~~.3L.., } 1 ...1. , ~ 'I { y'
t'~t ~ sir i . _ , ' • ,1 / , , . '4 ~ 1 , ~ t P / , . , • / \ I. , J~, r , - - ~ ..,may 1' 'i 'r I
. 11~t `~'.''l t.: 1 , , / , , \ ! ...h , ~ ' ~ 1! i; f .
.4,11' ~ 11 ' r / • 4h . „ , 1 , 43 ` . . i ~ r ' 1 i
yti. ,,1,~ ,"'•y,`` f I~ ~ } ( ,.1 4 / r : / •~rf' r r •/1 r r '~r..w Jaw 1. r i~ ~ •'h+. +,y ' t / r ~ y I , J%"/,, •~~Y, fJ , r ..;,.,...r` yh /,/~.R' r .1r~ '^"'jr r' a r , I \ i , ~ ~ i ~,>r I' \f I/ J J ? r' r'~ ~ rF J / r iJ ~~a 1 i.'. ?'r . t . ; . 11 4 ~ J•\ . ~J'~ r'' r!~...1. . / r ra, , J , , . , , , f J I ; ! r ~ , JI ` (l .:r~ % J , I;~;.,,It. A .r;•~ R .r e oin~ a ! I ~ ~ ` 11 : I I... ) . 1 i ~ }..~,i~i. ~ 'i.. , P,. ~ f /J r' ,/"•.,f / ..~r /P •'h . J ,v Z . • ; X11 ( ) ~ . , : ~ • , , 295 , , ~ >t. 1
y 1 j , f 1 , , 1 ~ ~ i ! ~ ~ r \ i v ~ 1`•. , I ~ fJ. ~ ,.7r • t ,J . , ~hh,.•r'" f 1 i ~ , f I I / .'1..., •r y ' ! ~ ~t,: 1," J' / ~h } ~:1 r c~.•• F' ,1 l~ J , r r. , / ' 1 ~ ~ , . ~ . 1 l 1 ~ . . +y,,~ .
,ti ~~,ti 1 , , „ , t' , :~S! h T / ` . , J 1'' ~~'h,. Ta 22V tiht5r; $'?r.' r~ y ` '2'.'r' , '.r, ,Ill P~ ~ -~1,a, ,~,1 ~t, ~"~'~IS,Yir;r., To 232 ~A. `l 4~'~.. 1 r .,4 ,.ti' ~
0 ,.,,y;;,. ~ f , ~ ' / , .r I. v' •a,,.. A ' A r., , /f i , ' , . 1 ~ rae(222}~~ I • To 218 •':c° :4, c!t ` <:,r,,, °'1wr''~ 1 Ir ~ P P( ~ .,:ya-. ,~a ~ Toe//222 ~ , r o~
J ,,y .,,L.,, .f ••l ~ ~ Toe.. • • - , l Y n Toe 217 . ~ ~ :~,~Ri~i; ~ + i ; ~ ~ ( ~ ; `~i ~ f . , . DI k~ oP~ ~
Yy''.,,~~, i . ~ `til:;., L y h.. w q «r/' e , . h l1 . , ,,..,.,h , A ~ ! • . I!' . , ' c ,y -,.h,._ J r ...1J Ir^ Toe 226 r t ; r , i r ( I ~r~ , ; 9~ ~ f r ~ . • ~ f T 2J4 f I •
``+.,~.4 ; r " i i f t,' " / Jr / i • / IJ f f ~ `'+i~ •I ` ~ h, y ' ~ ~ ~ ! ~1"., 1 t O % / O ' ,r..,. ~ ~ / r ~ ."i'~ a~ r..1!" / ~ J / / I"r r , 1, r , : , ~ ~ , / ~ J . JJ J ,,.r•' ~ /y J 'j,n, I / '`+f i., .r' I ,i^Jlt, \ / ~ % •`i'.:. / Jr ?y~~I r'•' 1 -`S. rd f .r. 1`'' h i ~ 1 '.~;~Y+) ,1 ~ ,.~ax:,!s1 ,:r~,.,l, „ Toe(226}.. , i r ~ j . j r•1 r' f ! f'.
w` "r~•, •,~r' r . •.r r r r 't `v.. r ,.X / v ~ ' J n ,1 ,,.,f.,,+.,,, '`\1'''' h ~ `''...y`••• ` j',. rJ ~ f l'~,. IJ ! nr ~.,.,,MI F l f/r ~ ? .rl'... f.....t:......~......L,".. . ot'' r ~ r ~ 1 ~ . - t rr f r, CB 110
V Lr r' 1 ' ~ , ,.,:,M Jr• ~ rr • : . . ~ .f' I . I op 228 ~ ; , ; , ~ ,
L" Y , . , a. . t . I ~ ,,,,..I~c" . , ' 1 • r.. 11 ,r,.,.... r , , , ,r (r j 3r~ Publ ,r k UtNlty Eosmen ~ ~ ! , t , ,
: } . ,w~ , : ~ 1 ~ T ~ Y \ . J r` . r :~f;,r ,fr 1 ~ ~ . ~CB 109
r~ V • .r 'f ir^ i ,I r r , ,
V, 3 r • ' 4 E , ~ , ~ r i % `ti/
~n , ' t J ~ , r 1 : . / J J. E THESE DOCUMENTS ARE INSTRUMENTS
0 ~ ~ , 1 I r 4 1 , ' ' ~ ~ ' _ I+i ` , IOr Utlll ~ ublk Utllit . ~ 0 40 80 160 320 OF SERVICE AND AS SUCH THESE
' ~ . ~ , I , - e t - , , asement ~ ~ - , ~ ~;,~r~ , -T r ~ CB 118 DRAWINGS, DESIGNS, AND DESIGN
D RAIN G A E c DIS U TR B ED r , , } ~ 1 ~t r . ,..r ,r ~ 1~ r' CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
UIR ED c 10 AR EA REA Q SPIL L l i~ .r f i 1 1 r" i' l ~ 1 r ' s ~ 1 ~ , ~ , " :,I 'i \ 1, r \ i' ~ ,r r~~ ~ IN FEET OR DUPLICATE THE DRAWINGS OR
W AY ~ RE QUIR D SU R C FA E BASIN N0. ACR ES ACRES CFS ASIN o DIM EN I S ON S LE NGT H VO L. C F A R EA ` `II ~ .1 1 il. I .I ' , / , 'i ; t , ~ ~ ~ r~ ~ ' ~ 80 ~''fr, 1 inch f t, d'' / ~ DESIGNS ONLY WITH THE ENGINEER'S
#1 4.91 19 .2 13.3 5 0 5.0 110 .0 2 OD o 348 5 5 90 1, .t y,".. F ..1~,,.. t 1. '•;:•i I - 1 , ~ , rr~.."'+7'~ . :1 /'r • 1 .w. G . , _ y f`/" • ~•w.... ..,_r. • .r. • a•.••.. ' ~M ••.._.,.i.. °~IYVif1Y' „}rI111M~1..•,..~4" w '~,X' J • • • •r WRITTEN APPROVAL.
s #2 1.72 .19 2.9 80 0 . X 160 0 . ,0 0 3 4 7 ....n w....,w , r r VV~W ~ 1 ,.....I v ~ _,,,,,I.... y.~e.., r,_.,,w„ ................w.,, ! Q ~ / it I i Y I • I • , ' j ! yi`~ t ; -
o #3 3.75 3 75 . 15.7 8 .0 0 X 160. 0 X 2.00 10 680 6 68 18 i 10 Uhlrty Easement ~ 1 / , ; 1 1~» r j' , r•~ 1 ! ; I~ .41. 1 } ~ , DATE S/1/07
U 2 2 8.1 45 0 X 9 o.o x2. 00 10 363 0 ! 3541 C;, i I ,.j, ' r, i',. t 1 t t''. r , nn n mini nv MX
J #5 1.64 1.64 6.9 40.0 X 80.0 X 2.00 10 2977 2984 QZ i i uRrrvviv a 1 K V ICI
w #6 5.86 5.37 21.7 70.0 X 140.0 X 2.00 10 9747 9437 D76 JOB NO. :0001.0001
#7 13.1 13.06 48.7 105.0 X 210.0 X 2.00 NEED RSR 23704 21222
#8 4.81 3.39 16.6 65.0 X 130.0 X 2.00 10 6153 7229 i i •
NOTE.• FOR BASIN #7 SEE DETAIL- SHEET 01 (SEDIMENT RISER BASIN SECTION DETAIL) e T D SHEET NO.
0 0 1. 1 .770 r. r
0 0 2.1
c
Ni

i
, r ..~/J~ - J. i . , , ~tf r ;ra .r.. ••l • ~ ~ ,
r - 3 ; J ~ ~ . J,;,. i ; ~ ,t r/ ~ I , . ! • , i
' t~ , ,r ,r- + ? „ ~J f "r f+ r ~ , J r, `,4 t , • ; .l.,; `
, . • r./• ' r~ ~ to f!, ,1 / ,r r / r PA . a • r . rr' r f rA , „ r' ~r' .r' , d ' ~ f . 19 - 0 - INL . rv.. , ~,,.,..7 ~.,-..r IROTECTION
' J' , 1 k i ,r'y ~ r f fJ:. . ~ • r ~.r ` . r f~ f,a,, j.,, ~ ! r f , , } 1 f r~ r: ,
it Jr i' ~ , , 11 r,.....~.- ! r . ,r ~"r. , ; r, ` e r, . , fyf~ l " ~ ` ~ D , : , / l f ,,,...'r. '1 :r , ,r h A '.r... it / .i,.i I... 1 r 1f i r.. r i ~ / , n ,I' r", Jf ~ fr ,r. f ~ ( ~ . ,.,,R cn
- . r;; i f t a ~ ;aJ,r . i ..v r•.' fr:r r~' '..+I....' f ,:fit ' J' . . ' 'r f ~ rf ' • , J .r I ~ f? / iY~~ )NSTRUCTION Z O
% i t3..; f . +J ~ i~ 3 . i I jit y' /f~)J ~'t ICY f p , _ , r. ^ ' . , ar I. O 8 ~.r ~ P . l ' r' ~ f ~ 0
• . ~2^ ;.t !,'r' /.rL fj Cdr" d° Y . ~ ~ , 1 I', •'t ' ~ r" try r ~ ,.r; ? , , ,.f ' r .r'•. ' , ,N , , , r ^..n r. - Jr' ~ ~ ;r < .fR ,Ji,, ff if 1• .l F' •'f1. I ~ r'' I!. ~ r F / 1 e. YD ! , t js' . . r ; VERSION DITCH > w
! a y.. ,h •.,,n J ' ,d' + .r t 1+' J~ it ,~r \ , ' F 5"'..r.~ , rr 't f f r 6 f r r .f , , , , . , . i .fr YI i J 1 _ , , ^ ' , , .r r i d~..... / f , it r' / r ;r F . /A Vii, - - r f.
r~. ti, „ , . Y f • r _ E , L. , Y ku ~ ~f) ash i. ' - - , • - •s;4• 1tq / r n , • , ,r w, j' f . ~ , . r+ ~ d fry ? r t,... ~ ` +r !f ~ ~ I ~ , . ~ r' , J' LINE
~ ~f "Srfi 11 y t, t r r~ ..,,er ...:r.,. i . ,r .f ~ a~. ; . ,r . , t • , • - , .
{?:~St ~I" ..;'F;:~:,'a,• a ;t~y~45Lny.i J: • rya ' .r r ,'fP .:fitly{, t pt lY~~,I 7 iy. , : f ~y ) r'., .,bA ly. Yf v, L~:.~,` ~);ff } ' dn. :'7r" ~ AJ` Li ~ . O ~ ~ f. { . , . " f," : r r 1, 1 ~ . , • , •h ~ / . : J7~; i. i :DIMENT TRAP
) ' dvYl~~ul~iy/~t.; n~ .5 I~SP '~.)yli .L, ~ y 1 ~ - '/f ,.a64{ 7f y' ~.•~h"'YU~1 .,~'d`+ ['1)L, ly SL\^ ffl 7~~bt ~k i,~' 1 j / I•jt'1t+1~' . ,~'~yn, ' 4, ~,,•!1„!~~y ~Y4•,: N+y 3 {i i ( ~ ,.~;r,,;.. J • . 1:f I , f . • • ' - 1.., . . , _ f, • , • . • . ~r - ~ r . ~ P ~ , • • ,
L,, i; / . •'EF ''y '~~~qy ~ • r i i ~ ~ .y ,J_ ~ , ~ti:,~Jf,,r , c • ' • , . • , • , r' 'i,, , , -t ~ • ~'r ~ , r r t, 1 ~ t / DISSIPATER
, , , 1 u 1 rA` ~~t,iL ~y.~~A, ..,I:-,~. ~ L-~f Ali - r , • , . ~ r r / , ~ ' . , , r 1' . , , . . ; , >r ' i . r~ , r ~ f.,...,,,.,,;., ~ ~ , rr ~I w
, . _ . f ~f j~ , ' • Af , f I • • 1~ w . , . 1.. u . ri. ~ , . rs, f' r ,f f r! 'ION FENCE Q
p ,r'~ 'r r `~7S { L, , ~dll^Yl~h' 'e + ~r~ .f )'J~~ .1• j{, L • ; ~ . 1~,. ) . • ~•"~y •y'y' ~i . , , , , r / .1, • • I 1 ' . •.r r.. • • , , ~......r h. I fir r(".. ~ • f' f1Y!~• 2.. ~~~1 ~11~ r . ' - ~ i r,.. , , ~1 ~ .r' 1 L . . • r'I' ,hl ~ • ~ v . , , . ..r f,
h'J ' : k L , , Neuse ~ •J •l • •t4 ' ,r ' VVV , • 1 . , • , . • . ~ . r' .
ffer , , ~~i~~F fll' . r Bu ve r, - n / t . r a ~ ^ ~y 'BSI, • rL• Y~° ~ ~ I . • , . _ ' . • , , r' , . I r • ff'f `,e~' fir' ~ Jr • • j y. I • ' 9 r~ f , f . , J r h 1 t ~ •...~w.,.. f' r ~ k C5
- .r F, ~ ,t ~.j~i "'k [gip%•~fJ { 7~'i.5~~ r r,j.~l , . , .rY may'' ,r, I ' • + h~., ! ! ' , r ~ fa • i , • . . • • , , f I± , • • • • /Ir • ~ I'7 r"~ r,: JI J 4 ~y 1\ ..fir.. 'I "~J' AAMi r ,..n. r' - ~ • t Irrp. f, huh -a r •r ~ `+hh, t ~ / ,t r.' . r ~ ~ ~ r r Z E NUMBER
f,~r ' ^ ~ . : : 1 r f l d 2i~ , • r' • • r M1 • • • ti , g • . , ...r.. " • , ~ , r.. , ~ ~ ~r+;~ ~'w.,, ~ fin' ~ ~ +
• r a ,r , . . / ,ti, .1~,.. f > 1~ . A" ' r . .a, , f q~ /i ~ ~ ~ i M1gfG'~MrypNNflrM;ati, 7 Y49,Ti1RptV0'$1YIU_=k~ f . e on , . , : i , , t Er ~r 1 p~ r DESIGNATION ``~~~~'~~?~Mi~r~.t,r~!``
, I r.r ? I~rf.a~++ 1, hAYy.pRt , f 1 KMJfrIA'Aliaq.'.VAI~~`1! l ~r` 1 . f • 1 - (ra Pa"" ' ' I ~ l . fr,~ , , . ~ , ~N CARD °°000000000 0/
} • : r' i _ ~ ~ • ..r„ . ter:. ""'~+kut, r- .r - , ~ , ,w , . • oo `Css / °°ti ` 01 o~ cif
+ 1~ • + ` , Yy. f vJ ' ~ ; y.+r•;. 4. h,,,•n. ~"1,a ~i\h 1NlgyMAY ' ' r..r.,.. y~~~ 5 " ' v,r ' r . f \ `t, a 'r ~ t. 'y' ~ ,ti.wi wr ..w.,- ~ 00° QQL roo
, r r + V.L~ ~ • ~ . ,w•., h 1 e .-.-.s 4 ' ,f,,...y, A.... a . r..an., • ~ ~ f/,J,,,.., , 7 , • • ~ ti,n 1 ~ .e• r ~ , , , / ,i . ' o r. , ~ i ~ , i ' J ~ S ° SEAL ° o 0 0 19821 0
f ..f r• \ 1 . 'd,.+ s,,. , i~ r , • N ~ J r , r i ~ ~ ( r S' • , _ i ~ /r • ~ r' s. rf r j
rim" :1 , • ,+r .rr• ..-r r 'gnu r:~ ` :ti':' r' I' 'f4 . >+ib{k,SY„k „ ~~*L~n ~~M r / r~ ' ihn ~ I : d ) ( 1 •L;4 >1I f i , •t , , ~~_~r . , . , . ~ `ti ' ~ h I,, ~(r eto - 41, 'f o ~-YVG IN o
~4~ k:v'1~a v4. ~ f:~• fy4:....'S,v ) I 4 erq{ ~ , 'A•vJ, i . Sf . 4. i1 r i , . f : 'r t r t i , , { H , ~ , r~..~ ..1, t / ~;i ~ , I ~ k.- 1, . k ~'4~ ~ ~ri • „ v 4" 000000000
L, i \ v' ry , . .5. t r .,•w ; r , ~ //.1~ ' ~ ty 11 ~ ~ //~?'t( i. ~4 ~\~t a y ' / ' J ~ 66 ' ~f,~~ ~~1 . r r . l4 . ~ . • ~ , R .0 r~ AIT
It'd j ' w'fl f. ~ 1 } 1 . ,4.,. ' f Af ^ ..'f1 r r: ''~'.h~ "r'•r>ryay,~~Ylt 'n f , r - f' ~ I~ ,f, r+" "'r' ""~J, ~ _ f . f''r I ~ L'.-.f, y ` 1 , "•Y . , . . , ; 0 0
. ~ ' ,r- .~'1 ~ * + , . : ,•f 'r ~ ~r r~+? ,y r''! C/ ~ ~ ,/r / wyth I f ~'fenn;qua i~ T~ t. f ' / ' ! f ,,r' t, ! n r r " • , • ~ ~ • , ,
' v(r(fr• w!x' •l+'~ ! " `%eL`I~~~fb.:b.• ALP , . , r.,hlL , , . _ ...v......... f ' / ' _ , ' ` . . 1 4 , ~ 1 r ,r ~ emen f ~ r, , , .10 f! t ~ . ,
'C..•.. a ~ , , ' ,,,.r' , . ~ r' • w.. ~ 8 1 ~ l J • . ~ r , ~ ~ ~ ~ ~ . ~ I , t 1' a r+ '4. r ' ` , f r , , r . ; ion I-B ~ . Sect i n I- Sect o A • , ~ ; . k , .u~ , n I-A
J C ' ,J M, ! / r ' : , ~ ; r 111 j r ! + ; y ~ ~ f r , / . ~ v ' ! r ' i' ? ! ~ ' f A! Arr..- f ~ r' ,i ' r ! ' • f r yr J c J / I ~ r ' • / , ' ~t i ~ 1 . lr ~ R,K~ . ns , + ~ ! ~ ' r t w, V
• , ' ' i f ' ' , . . r .r r y r,'' j .r. / yr" J ~j ~ ~ • ' / r \y r ~ , r' / ' ~ y , I f~ is ?a I /.r 1/.1 3 .'r ~ 1 I J r. / r f / ri / "yr~ I \ f r . . ..r , '.'NM k , , ~ . " 'tea 0
. . . i ( ~ ,r - ~ ~ j ,1 f~ ' r f , . , ' . ) j - f ~ k r f .f '~,.4 ,a f CB , • i ~r+ i rr J" , ' ^~k. A0 .y " z
I 'r . - r• ^ L ' + • .y.y • . if / f L`. ~t~ ' ' f r r. ' ` ' f + ~ 1 2 ~ k ~ , Y
vF`/ • f 1' ~ f / ,f / J ~ r` ~ is " r ~r r j1 l , r~ r , ~ i r .r ' , r f; J ! k,. • z
CB 99 . : 1 J / l t• • y • r•' ,r ~ 1 ~ 0.R" " ' „1.. 1 h ~ . 0
~1! .r ' •y. f ' ~ , ! , 1, • CB 03 ' ' " , ~ CB 100 . _ r, r ~ 11 1. ,r ~ ' I'~ `v M J ~ 4 11 1 1 . r C l ' , r
a ! t 1 it i t asem en • ' 0 Ut ~ ~ • • ' • f \ r / ~ "ti Sq r ~ ~ i~• f ~ i r' r I• rV' t 'h I !r, V ( ~ ~;r ~ fk ~ 1 . ` ~r t . "G a,~ 1 n~ ~ " Y 'h . +a h h
~ ~ ! 1 ! L , 'r~' i, . • 1 • „ . • j ; ~ J .1 , i ! ~ y fit: :f , f ' ~ r, 'i ^ ' ~ ` _ . hh ~.,t \
! ~ ! ~ L1 , • - . , • - ` ~ , r 1' ~ I , ~ r' \ ' , \ I, JIB r I ` _ ( ~ 01 , , \ f ) , r Section I-C , i Q c::
(11 : :r 1 : rr : ~ i~ ? ~ r,. , f ~ j ' r r , A,, ..3 i r J I I r I ff ~ r\ ~ ~k~ '~4 , ~ .A . ` 1 •h tl . i 1 • ~ 1 1 \ ~ _ Cl
i 1 ~ ~ + r; , ' ~ ~ ''f ' ' ~ d r r~ • • ,r ,r: , Q (I: , r , 1 r , / j`r ~ < N r 0 1 N ~~r .,r^,..r.! 4 , 1 5 ~ o
,L L n... vl.~~! - ~ h,.. 1, ~ ~ , /l • ) • • ~ c J l , , ! ! ~ ' . ! {•h ~ NTRANC SEE r•~ 3 w
i y` f 1 1 ) . 4 { F : ' 1 / r , , r y 1 ' ~ ''rr • j J I . ' a• / f ' i~ ~ _ V D U f!!~ f asem en f ~ i ~h / N • , , / % fig' 4~ ~ ~ ~ . -h- h ~ SN E con
• ,r . r ' } { ~ , ~ r ~ % i ~ i 1 ~ ,f / VVV ~ "yam d ~ ~ f ~ .170 , . i ~ i'
- . , • • • • .i A ,J'f A r l A~ i ~ f ti,.~ r '~t i I ''h rr •h ~ ~ 'h~
~7 ~ , r r! .f : r / t/~ I I 1 I J f'~.; ~r ! ~ .f n ~ r ~ f tin
I.,. i f ? ~ !r I .rr / , J I , ~ it 1 ! n l . , \ f ,I l ~ vv ~ ~
, { I f.. _ , t ! 1 , ~ ~ , rf f ! ~ .'i`+I \ 4 tit . •.`1 `'l~ rr ~ i~'~ ` i lip J' ' ~ 4'`. l I rrJ 1 ~1 7 '~4 r' ` I r ~ r I .I ,
~ H. ? ~ ~ , I / i for ! ! . mwot ~ . CB CB 61 y ~ y s. r -.mil / r' ,t ~ . , . • V r.. ~ ~ .
it % r/71en t r F / " ' ! ,4 i~ 9 1 ~ it '1 ~ ! i ' 11~ ~ + 1 ~ ~ '1 i.r' .r•' ~f ~i~ A J / r . r! 'fir i ~ :i'. rr l j,rr'~ , . t. ` r r r i ~l ~ 1 i \ / 11t , ,f 1~ ..4lf~•• I
~ r, , e ! i, r t ; ~ 'y' 1 i l^ ~ F r ' ~ rr ( r ` !r r l ! l r i k , j'. i ~ .r ~ 1 r 1 i \ \ Y J ~ r t y N ~
/ ~ ',t I , f' / ~ I,' i . ! ' ~ I 'i , I I 1 , t,. l ~ f rr ~ , • s 1 t i f ~ ~ , 4
r . ~ ( rr r i 1 ~ . , ' i - , ~ , 1
i t r ' 1 ~ , ~ ! ~1 r l r r/ ` ~ Jr ~ it i ~ i • r ,f ~ ~ _M . t, r r ~ 1 , i r' ~~1;1 CB 9 s,, . r ` I 0
, I it , r , ~ + , U a
/ , / ~ ~s 11 r ! r ~ % r ! r ~ 1' I s ~ ~ ~t 1` ` I 1, I 1 I r I I ~t it>r:~~ 1 i i ~ •1 1 ,ti ~ } j 1 J 0
f , r' l / r 1. ! ~ r ~ ! ~ ' ~ ' r'. . -..1 , I' i r ~ ~ ~ ~ ' r % `tl J 1 r r B 5 , i i ~ r , ~ ~ ' f , ( r I ( 5 r ! .I ~ / i / , yet `t `:~;f1 I I' ~ I I ~ 4 ~,,,1 t' ~ I i 1 0 ti
~ ~ ~ .1 i / ' % i !.4 Y ~ . f' /l 11/ i ~ ~ / ~ . J , r l ~ r •r .t i r~ I , r I `,i i ~ ~ l
i i ~ ! ~ i e i / • t~ ~ l 1 r ~ CB ~ 4 r~~ 1 ! ' r ,r %r 1 J r' Ir; , I ~ yr' r/ 1 'ti. f J 7 ~ I ,t ~ ~ ~ , ~ t ~ I ~
.I 1 ! f r i~ i• ~ r 1 1, r ~ ;1 ' + ! ~ f ~ .l r r , ; ,r r } f ~ t I ~ ' ~ t
1 ` . • . , / . ~ l ~ ~ ,r' ' r ,r + r , ~ 1 r ~ , . , • ~ `s ~ I i _ . , ~ , ~ I W c0 CrJ C~2
'rf r rl i + l 1 ! ~ i •4~, r l f V J. I 1 .r r . , 1'r IG.,... _ r' ' , i ~ J , / ~ ,r' rr , ~ i r i tt , , , ,1 1 ! ~ r ~ 1! . ~ . Co CO C\2 -
' ~ / 1 1 %'r 1 I: of + 1 J' • J 1 .V'1. t r ' 1,1 r ,1 ~ i r ,I ~ _ I I 1 ,E`? i , ~ ~ s:.ti I 1 ~ ,t ; ~ ~ ~I I i~ LfJ
! 1 I ~ B , ~ r ~f 'I ~ a j~ Jr / ' i if 71' ~ ~ r ,t A~ j ,r~ i , i' ,r~ r i 1 ' ~ / ' . s ,1 ~ X ` I I 1 ~ ~ 'I r,. d. I ~ .1 f , N;
! ' .1 ~ + .'!fit/ f f t •,I~ / ~ Ir ~ tr I ~Y / i ~ i 11 ~~.4ri. i \ ~ 1~ l ~ j a 1 '1 ~ r1 y 1 , I I ,.t
1 , i i 1 ~ , ~ 1 s / ! i ! ' I ~ f, I I J ~ , ,J l I~ ~ ` Y J 1 1 1 .1 .4', 1 Klr ri OcnV~ z~ ~
/l °ti t / r i' ~ ~ + , tf~ f ~ i \ , ~ ' I r r, r l~~ r i r' '4 ` i r ~ 1 t r 1 r' rl r r+ ti `l, S t .j. a T--4 o
-n / ~ ! ~ ~ 3, / I I r r ~ ~ I i' Y 1' ~ ~ / ~ . ` rI i r~ ~ f r fr I / ri ~ ~ ~ ri;v ~ ~ { /r ~ rr~ . ' j 1 ~ I r r ~ , rr ' r . ~ f r r ,r l i ' ~ / 5 y' I CIS r r ~ '1, ..i ~~f l`'. ~i ~ YI + ~ 't ' I I r'... ..1 I ` 1 , .1 - '
~ t ~ 'I ti i ! ~ r ' i l { i 1 ~ ~ t l iy j It 'I ~I' • i i ~~.l~ ~ + / ~ i ~ 1 i~ 1 , ~ j r r` i f S'. { r ~ i r i 1 r c ti, i i 1 r' , r _ , 'i J r ~ 1 ~ 1 , i , 1 i i I i I. I It r ~ t y~.f ; } ~ I { I '
~ f 1 1 f i' r it { 11 j t (I ! r l r I i I' i i / ~ , J f r ~ , I' i / t J ~ 1, t w U
rY1 I ~ l ~ 1 r, r W t 1 ' I I J; / 1.' r rr ~ r 1 r i ! , ! 1 , V X911 1 i .r' ~ / ( i c i r' ~ , wi S, , • 'y ' 11 I I ~ ~ V 3 l ~1, J I~ ~ ~ I 1 , ~ r I ?
~ j 1 U~ ~ / r ~ ~ r ' i i ~ ' j 1 : Y r' B / ~ l 1 li ~ r ; ~ ' r . r l r ~ , 1' i ` ~ 1 I CB 6 I~x , ~ ~ r 1 ~ ~ f J I
S` I ~ r± r' % ,I r f fJ ~ J ~ 1 1 'ti f~ , ' ~ ,i f r' ~ ~ i r , ~ j tj 1• ; f ~ • } f . ~ 1 } f t f ' 1 , . • ' i 5 ~ r ' , , r ' f • "4t r ~ fi . ~y l ,yr, J J J J l ~ • 1 y,. I'~.~ rr ? ~ 1 f{ 1 n co L -4
Q lr. , J I ~ ~ it ` i ~ 1 r ' I 1 ~ t J l r / ~ i rr r 7"r lei + y~ ~ J ~ . r , 1 1 1
o ~ I ~ ~ l ~ I i , 1 ! i ~ t ? ' W r r r I ~ 1.. 1 ~ I ~•4•. rte" •1~ ` ~I i ( .f.,._ ~~.f ~ , 1 it ( ~ ."rte I . '.;1 1, 'ye ~ ir. , i e ~ r ~ s' M11. / • r ti ' ~ i ~ .l 1 1 i ~ .I s'
\ 1~ f r a J t r- 1 E ~ i 1 f i ! . ~ l ~ ~ ~ f i 1 r ! a i ~ ~ ~ t, , 1 ~ ~ 1 ~I~ ~ tr , f ' ! l./ S t f + ` t r ~ ~ tw I~I 1 t , I . .,t 1 1, ~ f r 1' ~Irl
v , , I , ! , , t t ~ ~ { t 1. r 1~ j l ' r ~ i ~ y~ 1 rl ! j 1 f J ~ i / i ~ 1 O t 1 / , f f 1 } i , ~ r , 1 t i. , ; i , y J ~ f . r ~ , r 1 4• W q
''ti 4 r'. ~ i ' i i i. i ' y a ~ ~ l _ r 1 ! ! ! i r r r , , I f r / i ~ ~ i f , ' 1 - b 1 r . . r i ( J r ~ J ' j . 1 ti r ~ I • i ~t t r ~ J III . r r ,
. ` , ,s of , { ` ~ t ~ ~ ( I ~ , ~ i 1 'S. 1 _ C8 !1 i ~ t l I , • t 1 1 ' t ~ r b t 1 ~ i 1 ~ i ti f t , I i r . j ~ 1 ,f r ~ I r J, ~ 1 I' r ~''f . i r i
I r , , . ~ , . ; ! . 1.: r „ , 1 j f / . / ~ ~ 3 ~ + , ~ r
'31 `I `'M,~, r' i ~ ~ i. I + 1 fi r J t 1 4 i { I i r'/~ , ` r ; • , i ~ i ~ t i t' ~ S l~ ft r , f r j ( • fir t _ S ff • ~ 1 ~ r ~1, r i( J ~.r 1 ~ s~ i w......~, ~ ; J t i z J ~ t ; a }r
~ t ~ , I f 1~~ 1 { T \ , t 1 J 1 U rl~f r f ~ i i ; 1 j tt 1 ~ 1 1, I' r 1l t ` r j'.1 I irJt 1 ~ ' ) _ 1 ..1 t ~ ~ .r i f ~ i l ~ i I~ i t r 1 J
rY, . , r , n i ~ . em e f x + 1 1 ~ I ~ ! 1 . i ~ i ! , ~ f ~ ~ ' i f I '1 + i i ? l 1 a I i I 1 r', ~ ,a it , 1 r I y. t . t ~ J +
1 I ~ B 1~, ~ ~ ~ I ! , „ . i I Y ' i ~ r ,1 1 ~ ~ / 1 ~ ; 1 ~ r< I ~ f t ~ I ' 1 ~ ~ , \ ,i ~ j i ; ( 1 1 i r 1 :i r 1~1 I F l } ~ !t , ~ ~f 5 C2
1 > > t r r ~ ..r. 1 ~ ~ I 1 1 f 1 t } ( . ~ , J ~ ~ ! ; 1~ ~ v, ,f~ J ~ i ~~E. ~--o w
~ \ ~yt ,Y ~ ~ t t` 'tl haw,,, Y I~ ~ j I ~ t : 1 t + {.1 'S t 1 ~ i l ~ f i r ~ '~:•t 1 I ; I ! ~ ~ ! 1 ! i ~ I 1 1 1 1 ;ti ~ ~ j i l 1 S t '1; i j ' •.•l ti I 1 ( ( i t 11 IJj ~ , ~ ~ j 7) ! f f i •t 1 r ~ f f I, ~ 1 ~ t
( ; ! r , t , , ~ ~ r ~ ~ ~ , s: ~ 1 1~ i r 1 1 f ~ I ~ ~ e f t; r I~ J ~ 1. i~ ; N J 1. f ; . K
r r' ~ { i a { f 1 i 'ti 1 ! ' ! _ r ~ r j , 1 f ~I 1 i l~ ~ ' .1 r ! '1. 'ti I ~ ~ f t, ~ ( ~ i 1 r ; r r' I,~ i t ! ! 'i~~" ' i ~ l g`i ~ ,
n r ~ tr• It ,Y ;i 1 1 :I , T f6 ~ , ~ I / ~ I t th ~ 1 1 t 1 Y i ~ .1 f ~ i s. ~ , t, r i i t } r' I~ ~t =,r t } ; f,r i 1 i t ~ ' '
y ~I ~ ~ ' Easement ~ :ir ~ ~ t t 1 ~ t ~ ~ 1. I l' i i 1 r'F• r I 1 ? # . 1,,, ~ J ,f ; }
1 1 I t , 1.. 1. , I 'r: 1 ~ 1 It 1,, l 1 , 4 °I t ; 1 , v L^ l 1 S ` 1 f ~ ~ i i ~ ~ s ~ ~ v •I I , I i 1 I f r .l `L,..... i i r ~ ti (~i t ~ ~ f' ~ 5 '
~ ~ ~ \ ~ ti ~ , ~ 't 1. , k ' f ! , ~ ; ' J ~ ;'I, 4
; ~ ~ . J } { r ~ ~ ti i ~ , ~ 1 ~ , , i 1 THESE DOCUMENTS ARE INSTRUMENTS
t~ V ~ .,1 ,11 9 ~,r)., ~ ~ .,1 ~ y t I ` ' 1 ~ y I ~ ,4 1 I I e r .y ~ j r 1 ~,r~ OF SERVICE AND AS SUCH THESE
. i` , Y , sF , ~ ' r 1 ' ,N ~ - ~ ~ s i 4,, i i f I' , ' ~ 5 ~ ~ ~ 1, I i't. ` 1 S 1 4 ~1 O 1 ~ ' ,1 ~ ~ ~ i 1 , ! I y" I , t. 'r. I t 1 f ~ . r. r 1 y ` , ~ , DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
'+V . 1 t 1 1 r ~ ~ ''1 5 / ~ 5 r , 1 ~ r ~ , . 1, . ~ . PROPERTY OF THE ENGINEER. PUBLISH
v 1 C T OR DUPLICATE THE DRAWINGS OR
O O DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
L C DISTUR 1 AGE DRA N REQUIRED
C 54 Q 25 5( > 50 100 200 10 AY U SPI AREA SQUIRED SURFACE DATE 5/1/07
c z 0 LE L. C SINS BASIN D N CFS CR CRS A A E SNNQ. AI 'OL. (CF) AREA
C 10 348 o x 2.00 55.0 X 11 . 13.3 1.9 4.91 #1 3485 5790 DRAWN BY R V M
J IN FEET 0 5 00 1 34 6 . 2. 8. 1 19 o. 1.72 #2 345 1267
J J 1 1 inch = 50 ft. #3 3.75 3.75 15.7 80.0 X 160.0 X 2.00 10 6806 6806 6818 liub NU. :000l,UUUl
c #4 2 2 8.1 45.0 X 90.0 X 2.00 10 3630 3630 3541
#5 1.64 1.64 6.9 40.0 X 80.0 X 2.00 10 2977 2977 2984
N d' #6 5.86 5.37 21.7 70.0 X 140.0 X 2.00 10 9747 9747 9437 SHEET NO.
#7 13.1 13.06 48.7 105.0 X 210.0 X 2.00 NEED RSR 23704 23704 21222 2.2
0 0 #8 4.81 3.39 16.6 65.0 X 130.0 X 2.00 10 6153 6153 7229
c 0 NOTE: FOR BASIN #7 SEE DETAIL SHEET D1 (SEDIMENT RISER BASIN SECTION DETAIL) 'TAIL)
0 0
N

i
t'
'r ~ , ~ •1 ~ 1 Js r: i iP. % i }
i' J f / ~ , •x f, ~ i v f' • . ~ ~ r'1 7
r i• i ~ t I ~ ! i ~ ~'1. T4~ . ~ + f z 1 r~~ r"~ F r V) z
i `I ~f Jr . y„t , ~ ~ , .r ` I AR P o
, w ~ aY . , ? ~ , ,r~ XI N NT ,
' ~1 4 j!• ~.Jr//r~ i t '.y D ~ ,,.a. YD w
i i f/ •.f~' ~ 1 ~...1~„! ~ f 1` tt / t ~ ~ , , $
i• i I , + .ti - m S~ m , ~ ~
~ l '1 l/ o . i ~ 1 . D ,...r DL m
i i'{ { i r 1' ! I~1 , , s ,1. . f i 1 ~ ~ W ~l '1 1 t ~''i, W A N DI R E Z
i! i ' r,. ~ !i rl ~i is (;j'•~ is i~ r } , , t t , L, 5, , ; ~ 1 ~ 1. , ~l L ..L ~p ,r, J l., r
• ! f ~;5 i ;f; ' ~ 'l i ~ ~ y ``y A I A o RA R o o
' .t ~4 1 ~ i ~ 1 I ' ~ ~ t i ~E i ~i S •l ' t i . ~ , 't, 'l ~ L ~ . t o 0 o r• w
~f! ' 1{'I ~ t 3 I ,1,'i, i p ; I 1 1f ~ 1 ~ r 1 I j i i' I ~ I . I i ~ f i t j ~ ~ t . t I ~ ~ E T Q 0
j ~ f i } t ' i:i`i 1 i ; ~ I t ,L . f''1 I P T ,~r ~r~. ; .
t .r" :t ) ~ i f i i i i ~ r 1 ~ j 3 1 \ ' t ~ ' f i ,~r
rr • 4 ~ j~ i J ~ r , ' i , t r/ f ~ i ft ~ i S 1 ij i [ 1 r 'ti, , ~ 1 ,tM t \ 1 . ~ f ~ , ~ - 0 z
,1 i ~ i j f; ' ~ ' : { 1 ~ { y ~ 9 ~ f_,
!F ~ ; , ; . f it "i ~ f
i ~ f t ~ . , . v~ded B n And Detorls ro , , , ~ , r • g • . od . i ,,r ec ion r,..,.. ~y.rr ~ i r
' ~i 1 i 'i 41 ( r r f . 1. Rlcha . ~ r ! J ~ ! ~ i n r & Associates , meth Garde 1 hardson S f , ` , . , ' r ~i' r N Al9 4 00000000000 '
. Neuse i . t f t ( 1 ~ + i t ' II,, I a r i ' . ; 1 ~ , r~ 1' IPF / ~ ~ ~ ~ ~p 6~- wo pp C °p s
+ ,r r;' 1 r R~ ver u r;r, • ; ~ ~ t fer , • ~ ~ l; • , , r' j j 1 ' 4~ i + • , 1, , 1 ` , , , ~ ! ~ ~ ;1-~--~~...~' + ' ~ ~ ¢„t~ff~~~~~~~qq~jj:,,,~ fit., ....;1. i i
1 Y' ~ 1~ / ~ r ~ ! ! r ' : , i' r'` r , E ~ ' r (i ! , : / ! % ~ , ~ ' / r~. o SEAL o p ° s g 19821 o
1 , , r' f: , . r i ~ i : ri J I f' r` ~ Jr A t, ' ~ i : ~ + , , ' / r ~ iI' ' , • / f', ~I ;i f r' ~ l'~•~ f ~i ~`M r' '7~, l ~ , .,,1...` f ~ ';f, ; j r~ r ~ ; ~ i ~o
'r~, I.~~ li I f; J~ r,i : / 1~ ~ I / . • ~ ~~1 i . i I" . r , . F • " / f/ ~ J ~ J' j ~ ,1 °p°pO~VG IN~oop°°° °°0000°°°
I, • i /•/~+r~'r;' rr'f.' r;r'~.'' %~J+, /r~ ii r. r r / J,. f'fs• ;'jig , „ , _ , 4' F ` i i~ ,i i , . % : , j / ,,i / ,r . ~ V ~ + s r'+ e ~ ' r' ..%r ~i~1~.~. f • I ~ p~ ' yri RI
i ~ 1 i r..: n.... / / 1 , ~ r ~ ~ /'If J /r. , ~ r ~ ! . f l . • + ~ , . : / . / ~ J. 4:. ' r v.i G~~~ a r t
~ i t7 / I ~ ~ J ? . , . 1' I . i + I 4 r' I~ i r r / , . . , , /r r. rr ' ~ ! ~ ~..,....yf,...
i 1 1 J i i1 i . J' ~ i' ' i ! ~ , i , • ~ . . + i~ r / r ~ . AIL ' ~ ~ ~ T~.~ : r ~1 n ~ .i • ~ , J~
f ~ ' ~Permanenf Ouflef t ' r ~ Sfrucfure % , , - 30.-Public i! a«, • . , , • : i . ~ ~ ~ r t o ection - Sec
r ~ 1 1 1 r ~ 1 ~ I J ' + n .,.do ~ r + ' r 7 e J . . J. J ~ 0
f t ~ ~ i{ t ~ 1 II i 3' f ' 1 S I ~ : ; - , ~ : . - . , • - - - - - - - Not Ce to n n. red S r tures ; V
i , i ~ . ~ i t 'i % 't t t JJ I fry 1 `I 5 ~ / irr 1,~~ , / ' 4 • ~ + i , Z
f ~ ~ 1 ~ by t4 \ ` 'ti, ~ ~ ~ i r ~ ;f 1 '1 '1 elf i` i i. t 111 ~ e : , 5 . p n a f • , ; „ , ' ,
, ~ , , ~ I i ~ IS ~ ~ , `x:.`41 ~ r J' ~1 i ' ,1 ji i; 1 . L ~ • . ~I r + r ' i
• I r ~ 1 ~ ! j ~ i4 i { ~ `ti , ~ i i . - . , _ • 'i ~ r . • V' 1, i ' , ' ,
. , q ; , , i ~ ~ . , ~ . ~ : . , , i 'i , ~ r ~ .,t r. + ~a' NMI 1 , . . ~ ~ 149 O 1 . , i . i . , ~ + . r • / ° ! / ~ : ' .t, ~ ~1 u
i r r ~ 7j • i , , ' ' . I' J' . t . 1 ( . ' ~ , ,1 ~ i / i / •i l O ~ f r.. r~ _ 1,~ .5 ,
~ r i , i I ~ . ¢~1 ~fN~ +r.~`xW.
i~ 'r'~ / iI V . s ~ ~ ~ ~ ? . Util~t asemen , , • , . y ~ ~ . i n I-C
1 ~ ~ i,. 'l~ 1/ ~ : ~ i ,r / ~ . i r . . a I / r "f i ~i / Sect o
,jJ~ • ' ,r r , , • . i rr I r , , . . ; M---~ C/)
, % ;N J .,1, ~ % I 1 - r , . ' . ~ i + I 0 . ~ . r 1 4 / ^ ' i i i r w. I ~ " , , ti~,......,~ 0
I ~ I~ v y' i ~ ,f r ' ~ ! J , l , + / / I' t j _ y , , ~ r x,1 ...t.. ' ~ 1 ~ ~ ) .i ~ ...h... 4-4
, / ~ t t 1 1 ~ ~ ' ~ / t 'I f . , ! . , 1 ~ ! ~ r i , y 1 , ; . CC3 O~
( 1 / / ~ 1 1 1 r 7 I /a , i. i ~ 1 t r' r ~ ' I ~ i ' i. I I c ~ `.1,.~ ~ C r
it i / `I, ~ , + f ~ ~ 1~ i ~ f , ~ \
i' Yr ! i ' i ' 1. i ~ r ! i JJ I ,,,.,~i 11 : ~ i rl~ l / ~ r / er i t e vel S read ~ 1 t.. , t J ~ ~ j i I 1`} cz
140 L P bf ~ en . , • , i • • 't~ I = r ~ 1 ' „r, 1 t ' ~ ~ CB 99 tY. .'.~:~,~ti~ CB 99 • r,-1 1.
% it , t 1 CB . ! ~ ~ f ~ F i I I _ ~ , , ~ .
~ , ~ ~ r ~ f I ~ r ~ l1 ~~i~ I~ ~ i ` ~ t1 , ~ ~ ~ ~ ~ 1 / .t f ~ ~ / r r o men t ~ 1 Utrlr Ease 10 f R~~ Cf , . CB 03 CB 100.
/ j r ! i , ~ , , , ~ r / r r r . \t l J ~ i/ ? i ~ ~ - 1 1 J ~ ,
I ~ I. I l r/ rA 't I .r'~ ~ ~ j , ~ ,F ` N ~
~ i i ; 1 t ~ , ~ i ~ , j r t, j ~ ' ; r 1'i II y, r iti,; ~1 f i}; ~
~ , '~I f ,t , i ~ ~ f~ Outlet Structure r t , I ~ i ~ ; i i ~ I ,i ~ ,i ~ i r'
I , V- 1 t ' w r' n i + I ~ i i ! ,ii,. 0 U
~ S formed ~ ~ ~ I .t,. cour Hole 'Pre ~ , r ~ t \ i vt 1 i ~ )i r ! , ~ 1 1 I , ~ ~ s . ~ ~ j'' , f. ~ f' a 0
etarl Sheet D4 ~t See D ~ c f~ • 11 t ~ ~ ~ ' ! ! i' ~ ~ i I ~ , 1 1 r'. r t, i a
,1 I t. i ~l ~ ~l I j t ~ ~ / ! ~ ~ ; i i ~f i ~ I 0 ti
~ Y . ~ ~i ~I I ' 1 i I ~•L ,'l i , ~ i r j '.1.,~ 1, i' I + °,t'~ , t4 ` 1 ' j
n t • ~ ~ , ` asem e , V, ~t,, f r'' ~1 r' , . C
7., I ~ ' ~ ~ r~ ~ ~ ' ~i'
• t i i ~ t t j ~ • 4 't, 1 f • / 1 I' r i~ ~ ' 1.. Its ! ~ / Il l i ~ Q ~ ~ A. , W CO C') C\2
~ ~ i ~ ....r.. f' ~ 1 r I, I` 4~` , ~ 1 1 1 j ~ 11 V, t 1~ ~ .1 ~ ` ..1 I t ~.r-- orrn wa i ter Eo - Soren C!1
~ ~ '1 i I 1 'fit: f r ~ 1~ •'t i . .y` 1 ~4. ~ f 10 V t x, ! I . rl ~ ,i ' ~ ( J' i ~ i ~
. r , , r , i - . , f . ~ ~.~t . ` ` It \ ~ ~ ~ Se I] t ~ r ' ~ ~ IJ r... l a r 1 ~ , . ! ; , t , r r . ,•y ~ i ! , ~ i i . i r ,rr .J , I , zFw,,~o
ti i• r~ ~ ' ~ , 4 ~ ~ i r r I i l I l ~ J j i ;
• ~ , ~ . , , I t r' 1 ~ ! r 1 I ~ / r. I:. . ~ , ~ oz"z°' >00,0"
. i f ; 1 ~ 'i C , . 8 , i ! / ~ i , ~ / cf)
r' , .l 11 ~ / ' .,`r1r 1~, r~r~ it , r I``` , ~ • s+' / j ( ~ ~ F /
• , . Y r O f J I ~ 4 ~v ~ 1 i t . 1 ,t, \ j ~ i l I 1 ~ V ff ~ / +'~~i i ' ` .S, i r.') w W z
1, ~J.. ! \ y'' r ~ 1t•. I 1 ~ ~ ~ i ' `t ~'W. / t 1 ~ ~ 7 ~ t ~ t ,.i { p t r ' / j; ? i
Q. i ~y'~ ) ~ ~ ~ 1 ~i t r ..1. C~ 16 ' ~ t ~ 1 ',1'L~ . ! ~ ~ 'I ~ i 1 ,r r j I/r ~ ~ ! ~
\ ,4 f 1 1 A : \ , y } ~ I ~ ~ r `
V r ' ''I. 1; r i i J' ~ • ! t ~ I ' I 1 rti' ~ I I. I r~ I . , , ~1 1 ti' ti/ f 1 ~ 1 ! r l_.
~ ~rr '''t i.(~ ti, • , ~ j } , , , ' ~ t \ ~ M - 1 , . ' . I 8 ~ , ~ ~ I L au
f rnt C t\ O ' f J .V ~ l.,r j, i l r. `Q ~
\ . ~4~ ~ y7 ,r; . . e ti 1, ~ ~ r: i , f r ~ r ~'•i ..f ~
, , ~ . . , ;'t - ~ I ~ I ~r'- t; 1 1 ~ { f•, ~ i W ~
r, . , . ~ . , f ,,1 j ' ~ i . ~I, n I a ( ~ f' ~ ~ r r ~ ~ I i ~ i
. t ' r ~ . , r ` , • , , ` i - ° r ~ 1 , , y , i f , ~ \ t ~ ,r l it r , ~ j / i ~ ~
r' i 1 ;i r • i r S r 4 , i ~ ~ 1 i ~ ti. i ' , i ~ 1 ~ , ~i i
/ 1 . r... ` f, ~ r ~ ~ r: . ~r ~ \ ' f r`: ~ ~ ~ i , r~
C , f i I .i ~ 1 I ` , r' ,t I r , V ' r' T r: ,i r, ~i ~ ~ '1•'.;I 't. '1r - `l 'tip.': ~ ~ B ~ r ` 11, 1 1 M~11 ~ V •~i ' r ~ ~ 1 ; ; r ' ' ( ,i
, ~y ,r i 1 V 1 / r'< r ~ 1 t ( 1 r ~ , ~ T 1 ~r r I'' a REQUIRED ~
~ ` 'x ~ f i i ,f y. r ~ r l 4; , 1 i"~W+w may: •'':u `~',"r ~','~r':i,:~ . ; , 1a ~ .,1 R i` ED SURFACE
r • ~ i " ' • r ~ ........r t ~ . V 1 r~ ~ 1 ~ t J B . , E N S B 4 ~ ~ . ~ i F} AREA 5790 ~ W
• r 1 r' it 1 , a ~ , s i \ ~ r ~,,w , L, t , '~}L. ~ r f r1 ~ , . • . oa a 1 .9 , t, 1 1 .l 1 . t ~ i., r ~ MM f . W ~ ' / f 1267 ~
Y~ i r ~ ~ 5 I J ~ , , ~ r'~' r . • , . ~ O ~ , ' , r. ~ Q . 3, X m 6818
' . , i' • . ; , , 1 ~ . ` , 1' \ % 1 a r 1 / 1 1 3541
. , . C ,r ~ ` i:;~ ~ ,r..l i t vr, , r. - ,~1 - E I \ I r I j ~ ~ ~ . . 4 . 2984
A r;, I ' r • S ,4 1 ~ , ~ { 9 1 9437
~ , , . , I \ ~ i ~ r 4 'h 1' ~ \ Q0.. `'y,~l ~ t~ ~ . ; ~ . ~ 21222
- i~r Iii . '1. f . y, ' r `J. i i . s ~ , 3 6 1 00 ~C 3, 1 , 6. 9 3.3 t r r 7229
~ , . „ , ' . „ , r ; ~ . l . r ' / II. iL ` / ! ~ N ETA1~ AS1N SECTID D . 1MENT R1SER B HEFT D 1 SED . -i... ~ SEE DETAIL S ~ R BASIN 7 { NOTE, FO THESE DOCUMENTS ARE INSTRUMENTS
/ , , ~ , , . t' I ! / ! z t f' 1,. i / % ~ ~ •Y . I . r p . r,. f..'/... r.,.. ! a ,`1 ` ~ I • 5 ~ OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
,4., i • . i I ' i "r ' f /"f r r ~ \y ' CONCEPTS PRESENTED REMAIN THE
x ~ ~'I ` • - r•. , i ~ r f i 1.. ~ , PROPERTY OF THE ENGINEER. PUBLISH
! `ti, j L. / i rrM . : ~ ti t ~g/Y f' ^II . M , . ~ s OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
, \ 11. _ ~ r r, :~~a~'~~. 1 WRITTEN APPROVAL.
.r.J C r~ ' . . . / .'ti I N 1 V / ~J~~4 ~ ~ ti °4,. \ 200
i , ~ J ~ ~ y ~ ~ ~ 100 50 0 25 50 . ~f~, DATE 5/1/07
c - . . ~ ~ . `w,•. . 4i ~ ~ i ~ ` ~ . \
G • 2 , n, ~ 1 , ~ J 1 . )4 i \ ~n - ? ~1 ~ t It U . DRAWN BY RVM
C r i l IN FEET n t Easeme ~ ~ ~ - . ~ . - 50 ft JOB NO, :0001.0001 i
~ . n 1 inch
v J J
SHEET NO.
C a~
N 2.3
C
Q
C O 0
. I . . - - - -

i
Ir. •L , r
A}I ~'~'+;a tom, ~ " ~ ~ ~ L~ i , f, i ~ •L , ~ ~ y 4 , ~ t ' 1 ~r i t i tf I ~ ~ 4 ~ 1 1.1~'J ~ ~ F ~ -'j ~ I t i ~ .I ~ i } 1 : t ~ i I j •iy ~t i i 1, t' t ~ i I r ~f is -:x t ! ;r ~ r ~'r;..., ~~,....--i""r ttt 3,r 1 1, 11 ~ ~I • ,I, t , f ~ ~ ~ - - ~ 1. f ~ • Lem
1 , i „ r c ~ 7 ~ r t t'., ~ a 1~ J: I I l ' i , 1, , ~ r I 1 5f yl ,f •
,r~ ;elf . r . i'. ~ ' t ,ti ~ I,: L ~ x'!11 t a ro, Y , , ' r F ~ , y ~ ~ ~ r ~ ' T~ iJ , V ! ~ i f f { 1 J ~i• J ! 1 , V t ~I E ' ~ i t i : Y i 1
`L. r a J ~ Eas m n . J,. j 'S { i 2 ~ f ! + 1 li l t y ~ ~ 4 I~ t ~ } + r' t ~ l ~t , 1 r 1` ' r 1 ! i ' 1~ l,f t S 1~ ~ ~ r j i I
~~A ~N• ?.ry, f,.. y ~ i x A' `~1' r ` y 1 ~ , f j ~ t f f i ~ E i fy '~'i',' ~ r ~ t fV ~ ~ y ~ ~ , , ~ r ~ I ~ `,r ' 1 j' r,. I : ~ ~ ~ ~ ~ r ! r 4 ~ i i r i. , I
r 1 ' ,~t~i y ~ L X15 - ~ l 1c 1 i r ~ ~ ~ r l ~ E ~ ; f f• I r 1 U1
i 't 1 y 't, t ~ i 1 f. 1 ::4 i I i 1 .5 i I y ~ t ` ;it ~ ~ ! I ~ ~ f ~ tt li i t 5 jl , i ~ i + f t~ 1': i .f 4, I j ) 1 0
a _ . . , ..I \ •S 1'' 'f~i { i ~ 1t 7 i 5 i ! ~ ~ } . i 'tA i ''4 I i , j 1 i ~ rJ i i' ! r ~ ~ 1 ~ f, r , t t 1~ ! 1 ' i~ 1 1 , i 3 ss i 1 1 I ' ~I ' Cr)
, ~ 1. ~ J ~ ~ f 1 I ~ I t 4 1. ~ ~ : 1 ~ S I t l r ~ 5~'~ ` I'' f 1 {1 I 1 s t = ~ ~ , ~ 3~. ! ~ t { i' I w
~~r-~ ~ A ~ ~ ~ r , b , Ut i t , ~ ~l : 'L ~ 4 ~ t ; i -i , 'y ..5 ',S •~1 5 it r'{~ i t 1' ~ i' 1 4 s { 1 t~ ''tx •tlt 1' I ~ r ' } ~ j ~ / .1 1 ~ ! r f ry
y ~ r ' lkl4 ~ ~ ; Easemen ~r,~ m 4 J t ; 1 ~ 1 1 i 't i 4 i i, rt. ~ 1 i y ,5 t ' l ~ ~ = i f M. i i~~ i t ',l . 7 , 1 ',t l,` ' t 1 7 t ~ is V ,t, 'I ~ t 4 ` V l , : 1 f i • t, s. ~ ! ! ~ i ' t i I ~ } I f
- i ~ , • tt 0, 4, f , ' ' 1 ! t ~ i Y 5 5 , 'i,: ~ iii ~ ,t,~ t r,. } t ~ .,t S 't 5 ' 1, 'I , + ,,f ~ 4 1 ~ 'i ' ' ' I I j ! ~ ,r M~ ~ I I 1 , ? i ; ( ti: i' i ( r r 1 t
:y f ~ . r eye ~ ~ L ~t+"' ~r `'1' '~~•ti t ~ { } I .t 'y , ~ ~7 . , 'S y ~ s li > 1' 'S \ ~ t. 4 ; i s ~`1 1 , , ` t - I J i 'I ~ 'i w ~
l tl ~ r i r ' ' , • ~ ~ 'It ~1 ~L. s ~ ~ '1 ~1 ~ . is 1 1 i , ~ 1', t' s i C,,h 5 }i iy i N 1 i 1 i ~ , t ';l 5 t j 1 /fi 1, 1i \ 1 • t #,'.t: y 't 1 ` , I ~ I ~ 1 ~ y , I ; . ' • c . . I t...... ~'t • ' 4 i i f. 1 ~ i t,
+ ~ h,~;.. it '`.j\ Meuse , rJ 1, ,''S. f`. • LJ G ~.J~,~ 1 ~~It `y , ~ ~',1' '1 ~ y"~ > S i ~ ~ 4 i ; S • t f 't t ' I i i .4 ..,ti ~ ~ ; .~'t+ . 1 5 ~fy '.ii ''1 ~ N `l.. t .t i } ~ l y t ~ '1 ~i ~ F' 't ~ I I I j ^j.;. I i ~ ! r i i r t + s ~ ~ i r. ~ I M ! i I , I K ; • , t i : w
Rr ver ff r •~L Bu e , ,f, r~ L "4 , + u t 4~ ~ t1 t 1 ~ 1 e..,R, ~ ~ ~"r \ 1 i i , l\r L y t I I I' ~ ~l V ft i. ,ull 1 .1:' t1.,,, ~ 't ' S`, t, i10 •y 4 t 't ' ~ If It 1 l ~ ~ •1 i ~ , , j..~•.....•. I ~ ' ~ r ~ I t ~ I + r t ~ I r j , ~ r I i I s r 1 l 7' f r I ' t , i. ~ I . Q
' ' ~J,. J. ` ; d" i / f7,~ i , ',>F. ! i 5 •'1 •a ~ \ 1t ''1 i`",~ ~ ! 1 V• i 1 7', 4 i 44 l i i ~ t 4 i ~ +'I '1 5 f d r. 1 i , ,I S y i ~ ~ f i~.,t ~ y t , 1 , j.. ( i ~ ~ f , I. r , • _ } I ~ ~ , I , 0
A., 1. , l 'L . f ' r t t J.. ~4; i' ~ ' w I t ~ ` • ' 5 ..i ~ f,. , i i l , , 7 ~ .j , 4 • • .
' .lYO ! +.L; ~Y}~I 111, r J ' dl ! ~ ~;v . ~ J J y r , ~ r. 'j51' iJ , ' . 1 ~ t / I f , rl \ .1 t4 15 t 11'; l r 'I 1 \ 1 t (~y~p( 'ra 4 .~,Y x~+ 1 'y ~i~ l 1 V ii ( 7: 1 `tt tV ~'0~i !J 4' 7 5f ~ 1 I ~ 't l ~ ~ •15 t i. i ~t ,a , pyb~y,r' ti .ti, a t 1 ~ rl '~y I 'i y(( 'C, f' x r "i • ; ~ } ~ ...y,. „ .L
,r b .i ' ;I' ~7 , _ a~ i I ,,J/' ~l ~ ~ , C, '~I . ^ ~ I~ fir, Vl ~ r - t , r , , , Y1 J , , ~ f, 5Yy +„_r t .,.~4+. `{}f tt ,5 'S 1 I •i~ f \ ' { '.1 Sf Vt Ali 1', j'' ; t y (7 I~ {t a„ , 1 t ~ r~ , \ + `t , i ' t\,, J\ ~,t 1,,. : ~ i 'I 7 5t ` t', ' = t ........'41 11 . , ~t ' ~i I ' ~ z
! ~S,{'• , F.,. '7~,t,.' i is 7. r~ r , , . :t, . . r- j A f y~y~Y , ~ r f • V
! ~ . . ,alb , a. ~a. . 4 v, I, t 1 ? 'r 1 i ' r. I 1 1 } E 1! j ~ t r r r r r r r r r r r r r ''r 1
. . ..r. wI~l ' . t~ t t ~ ''.j i ` t t I.~ i . 6 1 1 ~ ~ 5 1 j ,:It { \ Sx i y . ~ t 'i+ 51 ~ ~ i t, 1 ~~y.. ,i i t { 1 f 4 I , r t 1 ~ , t s , i ~ ~ t i i r, r' , I , , , , , ~N CARq
i, ~ Ifs _ . - / • 5 , ~ . 1• ykt ~ 11 ~'`i: ,>.y `1' ~ i ti t ~t It i `I 5 'y,~ 1 ' ~ f t ' t ~ 1 .1 i., ~w 1, `t .tti k, t i ,t y ~ 'S t S, ti ~ t ~ '•.t - - 15 ~I 1 ; , ! ? ii 1 1 `l ,I t` 11 1 ( 't ~ ~ It 5 Z 1 : ~ 1 1 J . ~ ` I • r~ 1 i ~ 3 i I •7 ~j .•4i~s~•~~ . • • j i 'i ; ' 'c ~ O~ °°°ocoooo°OO ~~P-
~ rr,r ' J ~ ~V ~ ' ~tk ~ ~1 ' i4 `r t i' i ~ 5~; 7 ~`i i. 1 ~i i t '7 l ~,1 ~YU F ~ A A, l lt, I ~ 55 i ~ 1 ~ 1 t S ,I t , 4• • . ; ~ f .~.;,t_ q.~ ~ f ~ f ! j ~~.Ii,, i ( i" r`~""'fir a..,.::::t,, ~'l 0 0 o o o o
" 'L i 4 ~~k, s, . ; .~„r~,. . . ' `y, ' • , ~ r r ~ ~ , ,~1~ ~f f . J ,ij' .r' S t ' 'i. 1~ 7 ~l 'I t` B 25~ ~ ~ I i Y I i f ~ 1 1 1ti r j , .r , i o o SEAL son o o
J f~ J,. r , ' ' ~ ~ ~ : ~ { , t :tip • 't ~ , t f i ( t 1 ~ C I ~ c t ' I t r f. , 1 I 1 ~ ~ • Z { I., . it t Ago a 19821 0 a o
, . . r l r Ri Ra Doss, afor ~ ~ ~ f,."~ P P P , ; r , ~ ,.,y, ~i i1, J ~ ~ 1 1 5 1 l ~ '~l , i 11 n \ j 1 } r, ,r Uf111 ~ # ' t '1 . 1 ,r ~ ~ , i,~ y ~ ~ , , ``,ti ~ ~ I ' ~ .x ~ ~ , . 't. I ! I j 1 r~ i I I o o 00 1, 00 00
~ i d '~1 ~ ? , . f . J - f ~ ^ , 1 ~ r \ : , ~ sem en t , ~ ~ t 1. t~• ti . : , r ~ t~ Z 1 ' 1 i 1 1 ''w 4 4 E 1 ' I i ` 1 i ~ j 1 C8 11. .0~ o°°° GIN °°o
Preformed Scour Hole ..,.J^".~: ~i, rJ.. I', ,i J' , , • , ; • See Detail Sheet D4 - - 1 ,5 i "t l 1 i' l I , D 1 ~ t Uflll f . ~ ' ' , ~ ~ . Ease ~ ~ ~ i ~ 1 ~ -t; E ~ t~ ti ~ 1 1 I..f ' `.ry~lf . W RI G
- r . L r, J r , L~ , ~~...n tr. J. `r." ~ ~ y• , ~ J „ , , , ,i . . ~ fir, i " ~4..r t ' s' ~ 'i t 5 ar 4i ; LL .,ti ) I ~ s ~ ~ ; I. ~ 1' I j t j i i ~r
• J~ , . L~, ~ . ` J 4 \ ~ a ~ ! a' -F . . . , : t ti• t } I' r . ,
. . , ^ _ ...L..~,..,........ ,r r~ . , S uctu a . ; Outlet tr r , . , , rr. : , , , ` I : : , t ,,l f. t ~ ' ~ ~ i ; i si f t i ti ~ { `J R l U 1 N
~ `r,. r"~ J .f 1 . , . ~ f~l , M f~ ~ , • ,rpy ( i r,,,,.r E r,..... I ' r 'j N t RA N fry
, ` it , L L....,...........,..,.- 115 f~ .+r1t ,4 * , 1 - ` r'I : ! : '~1 } ~ '1, ~ r ~ ~ 1 I~ ~ , , I ~ ~ R , OSION D TAI E L ~ ~ 1 1
, - ' . .1 • , , 1 , L \ ^ n n J! Ifs w 4.~ , \ .............~..ur-.-...r, ' i L ..L L~ \ ..........r.... • \ . ;:7, 2 1 ' • , , • 1 1 ! t ; !j S + / ~ ~ r
, • / ri - Pond Des n And Details Provided B ~ , 4 •V t t ` 3 / ~n.~i ` 1 (v I +I, ~ 4 t i 1 i i ~ '.`'1 O
1 1 'LL ~ 'L f Richardson Smith Gardner & Associotes j, r r~~ ' , ~ . { S ti ` ~ ; ' ~ ; lrl`' j•. , ~ w I . . y r
, , , ~ „ r 1 ~ . 4 { ~ i.......• 1 ~ ,,t 1 ~ 1. ' i! + ' ' 1 , y fr ' ~ '
_ l , . ~ ~ , ' ~ ~ ~1 J r1A rJ;, , L ,`y , ^ I r, f ` t_:.... 1 r ~ ~ \ 1` ~ • r f ~ 11,.4, ~ t r asemen f h~ y I
, . i 1 ~'A n• L.. , 1 ^ ~ i. r, ~ J f , • , 7 ~ ~ V ! 1 I 1 0 ce 111 ~
7 f '-1L 9p L.,L , JJ % ~ / •r \ ` tit " i ~ r ' r • . ^ . + t
, , ' , 4'. ~L \ '',L F" v ` .`I `'L, JI ' ~ • ti „ l . , ~ . ~ . , ~ r, v, t
, , ~ \L ` 1 ~1.4L i r'. t / ,1 ' sl.. f ~ ~y~', v "'y 111 i ~ \ - jf r. ` ~ ~y i Q C=
%r 1 1 pmt Q ' /CB 43 ~ ~ ~
I 1 I J ~11 1,114 J~•'~ 11 `t. I \ \ ~ 1r ` I ~ r r,. , . V ^111 ` I ~ ~ 1`V 4 I .y V CV J/ . ~ L • L i ' `y ` .L r't ~ J , . ~ ^ r• "y~' r q , , ~ 1. 1 ` 1 \ ~ I~ ~ N w •i, ~ I n W C/)
, r f ~ I•... , 1 1 I 'j ~ . ^ t ~ ~I ' • ; , L. r { 'v f, t „ ,r. J,: , ~ti r. ! f ""t3trlla~p/a, '~y , ' 1 .y :r ~ rrr •~r ri ' f /}.,•.~~,ti rl~r. i., r.r ~ !rl.{' !/v t.~ /(II /ll lJ \ it's, •y~4, : ~ ~ f• `v yt ~ W o
I \•ti L'~` '..LL + J 1 L! J i ' 1( f ~ 1`\~ ,JJ • ~ . , , ^ , 1 J r~ J , r ~ f e ain ~n 4. Wall
~ ~ , ,J . f , ' , , r ~ J i 1 , t r I ~ J t { , t ~l 1 I r' r'1 . r ' • , ; , , t\ ~ ~ ~,~+la'i1'~"' ~s~ l ~ / 1 fit i, e'~ • ' h
! ~ ^1 ~ I ~ rh \ ` ,i, r 'f,, It ,r ' / r~ t ..J _ I ~ W a~ qw. Ask
~ , ~ , . ~ 1 ,j•• , .ti j,, r _ _ _ ` , ,r ,r 1 , a l 5 f , , y / ,l • ` "'>w: art ~ ~ I
' ~ Fly d~ ','4`~~ ~ / ~ ~ 9 . ! , r' , ( , i ' '71 , P', I ' ~ ~ t 1 r, T i ~ 1 ~ , q 1,~.. dam, ~/r.a•r. ~ ~ ':,F 1, f ' , ! v cit
L 'r' j• t . ; , ~ % 1 j , r . Y 't US E ' c. . , P ~ " t,,~ k .f ~ , T ~~t ~ .4 , ~ r T ,w . ! ~ 1fQ,f~3 r,~(~~i , ,..,;ti , + +I I ( I ~ ( .1 / 0 1218 ~ ~ ! P , ~ rig,,. r. r i ~ .
t ~1 '1/ Toe 1V OF ~ . , r ~ Toe 17 •fi{ h. ..i. .I / U•. ' ~ ' i~ ~ ` ~ ~ , r. ~i ~ ' f t j h lluiif~ ~ ? i• ~ 1 h r11~ ~ '`i I i + ~ ~ _ i ~ rr~,r I T , , - 0 4 ` I~
~ ! ~ / / ~ _ , f . . i .r f r S P . ~ C.)f A , r 1 Toe 226 ~I,I ~ ( , ~ r i r I~
v « / + ISj~ ,r , , 1 ~ J; , , ,r^• ~ I j ~ f+ r' a r I I I f ~ ~ ~ ~ ~ f l ~ i / To 4 ~ , 23
:l i it J,~•.f , •I i~ i i , ~ r ` ~ ~ i i~ 'til '1~,~114 r' 1 I r'r ! .f I I. ~ ' t ~ v ~ •.d~ f i ,t~~ r' ~ i ~Il ..~r' T'S1~• {ref'' f/,v',fl~a ~ ( ,'si i ieFr .r. ~ 1 7 l f~ r' ~ ! IJ. rr4+1 I e 226 .l1'~ y na ~ l ,
~ t / ; , . ' , r ; ~ ~i~" ` t :"f J ~ / r, ,.?.,r a' r~ ~ ~ , f y l i I' ~ ,r/ '~~~iu\frr .P~fi~~l r , i ~ r l r 1. r..r i r r-~~. i , ~t , Yr' ~ r ~ i ,f~ 3~+ ~ ~ 'I ~i' .c r7,~.1.' ~r•~ l I 1<.1 r
~ , • , . : " , • ~ i ~ i' • ' / ,ti:.+' ,r'~ / it r'r ' ~r r', r ~ r' f:' it e. ,,..1.!. ~ ~ /r ~ /J r ~ ..,.1'.._.... % ' ( , t ~ ~ ; f ~ ~ ,k
' / ~ ~ ~ ' t N r f'~ I.+Mr"'I.W~Ip ,t Y" ti~l ~ I ~ r( ~ i CB 110 ` ~ r, ~ i r i ( i ! .I 0 V
d' . '1 ~ n , tom„ 226 ! f ~ J ,y + r r; ~r j 1 I' f. i % i 7 . 0
' ~ ~ ~ ~a ~ f `I.. ' f Ifs . , ~ .1 , V r . . 'r p~al~""""" _ ,r. .t 7 ~ 1 If \ ~ ~ ~ ~ ~...ly»K1oM~ 1 r „ .1.. t.t 4 x Oe r ~i ~ `r ~ r C , j r' j !1 20 ~ ~ ~ J f ~ ~ Pu a blic ' ~ Uhli t E !
~4""u f . ~ ~ , i I I r d ;tit, • 1 ~ ~tl I i ! ~ ~ ! ~•s: . r f CB 1 %8 r j' i ~ ~ ~ f o
1 f~ ~ ~ ~I N u1YY'ultl~ . "'.C.~ 1 d a I r' ! ~ ' i • f ` ~ is ~ ,r
, , ' ~ ~ . . . `ly ~~dr{''~ .l.I w„ti " . ! a~ CB 109 k / / 1 ~ ,
.....lA,..~;.... ~ , + \ . . . ~ ~ \ ,~4 r ~ a r , r' ; ! ~ ~ . , ( i ~ ~ '
+~V • ' ~,1; Y . .~4r '•f.e Mr i~ 'I W ca M, cQ cn 0 m
/ + rl ,qpy~ ~ , h . ~hh' ~ I ,~f, ~ 1~ ~ ;~rjr r r' ~ ~Jr~ r~ f
. y. its' ~r ( i ~ ~ / ' , ! L~ . 4 ~ayNxly 1 1 ' 1 / r W Lo
~ i r f~. ~ i ~ l I~ i 7~ ~ ~ I t , . I I ; ' i i I fr. r J• a , ~ Pu . , Z W cQ 6
f ~ .j] 1 ~ I I i~ ~ \ \ ...1.. 1 % . ~ .......f t{ ~ 1 . ~ °y i..- ~ ..7, y ~ O _ _ ~ I Ufl~! _ t asem n . et c c Util~ , ti. t c. . C.0 ' ~ sr»en 1, , I ~ 1 semen t ~ r _ ~
0 i ~ ~ ~ 9 ~ 1 i., ~ - l { 1 ~ ~ 1 ...n..... r~ w.~. ~ ~ fr ......r • ~ r I . ...In 'iµ. ~ • ...r ( f 1 .~i i .i / 7 i .i • cl) Zo
• ~ ~ } 1 , ~ , ~ .i ,1 ~ ~ w . • ~ ' ~ u' O ' . J ' . 1 ~ 1 y ~ 1\ \ ~ ;,r l ' •'T ~ r'' f i • cn oa o *4 ~ U
~ ~ ~ ~ ~ = ~ ~ ti . ' ,1~ \ ~ ~ . ~ .t ~ • . ! ; / r~ 1 / / f ,h , ~ •r.1~~r I,. r
`~4. , . , ' 'ti ~'i ~ \ 1 ' ~'i ~ 1 ~ . 1. 1 r ~ 1; ~ ! ! ~ ~ i ~ ~ , ~ 1 ~ l 1 ; .,r,.. r r I I•~,. R, ' ter: ~f'~ r'' ! W ~ •
In I l ~ ti . ~ } ~ 4 ~ ~ 1!f y 1 I •x ~ ~ 111 • ~ t ~ ~ J? ray j ~ ~ !s• , C U
, r •...,t 1 1 f 1~1 1~ .1 1` r ~ 1 ~ , z r a 1 v" ' _ ~ ,
o ~ ~1~ ~ ~ N ~ ~ , L .r I 1. •...•..1 r , Id ..~,+w,r ri.w.... .Ir. .w . x err ~'•~4 1 ~ ..~..,........T.. x a.~...~...,..-.......ry+...:,,^r-r^ I..~..r...----~-...,, K• ' ~ 'a.. ..a. r. 1 4 .p. ..t« ..w., .n.. 1 ...~J } .l. .r:._.. 1I6 C 1 1 1 •f x,t ~ ---"w+r--.-`~,.'--e1L~."^Gf 11 1 .erw ro.,-..mm.+wlrr..~ . ' "~1,. F.. .:i ,4 , t i e.,, 1.,, ` ~ ~ . ~ r ~ . „ir" err. N't bb co
1 / / .n ~ ~ ~y ~ ^ " v.. ~ - _ ~ err _ , ~ ~ r < , ,........W~ r ? r,. , r ~ r~ P ! r ....e ~ . ,II y ~~lF '~.rr i . . , ~ 9
rn / ~ ~ e / . O r~ / ~j 1 ' . I ' , ~ F J • ~ ~ „ tt i „ f, ~ i •'h1 ~ ` J U
V ' ~i~ / ~ ) r . tl~l t ' asem en t ' ' 1 1 ~ I ~ , ~ ` ~ I 'sir' i ~ ' • , , U
N 1 , . , , ' I t ~ 1l II rr „ .w • ~ I . , ~o
C C ~ - ~ ' . ; . ~f . • ~ 1 ~ 1 ~ ;..1 ~ ,I , , i s 1 I { w
Q. .1; C , ' i ; i . 1 a~
C , 1 ~I ~I { ~ ; I . ! 1 ~ ~ . i ~ , 1 ~ f , ~ t1 s , ~ i ,
O - , ^ 1 1 ; ~ ~ !1 , , , ~ ~ r , • I ~ ~ i ~ ( t, t } 2,
0 ~ , r ;1 . , „ 1 : r ' ' ,r~ . L., i . ~ I!
4,.. ~`'"fir r °y ° ; ; 1 , ~ E 1 , I j . • ~ Jti 8 l` f. fr
c ~j U ; ~ . ~ , f . . , f jf 1 ' i ~ , } ` ~l . ,i j rr "F'~,f { Ir
Mr C ~a / _ ~ ~ , . _ .r, ~ i ~ ` r. i , :}f 'ROTECTION I
C I~Maamaemvsexa~»~hk.n. ~ +ev ..J ~,a~»xlan. ~ ~ ~ ,,sua~«cersaau'.r~.ua ~ xxror.,..wrnonivx. i ,f' •.r .~-1 ~ •4 1 .~.J ~ ' ~ UNYIa1MItlJtNri ~ ~ ~ r . f w.W..l~al ~ . t`r~.. ~ / allap//rlplalx4y14 i j h~ i 1' q ~ ~ i ~ W
. Mr xW/TluNnn. ~ j tt ~r i ,R, ~ 1 aawwl+.vmlL ~ t ~ nlvlararxnur ' wn nlelrn 1 .Y. . 1. xua"ti I ff MMpAlfyCnul .rrr,y lrw f L . 1/ ~ I "rlr~W r , ~1uwM`wx~ TT MMwra1NW C yI'~ I 'Y` ~ .t.. ~r a"~ i I,,, nwacvrsactvvs^ 1 kyy "1 1 / /
1 c O , y,. )NSTRUCTION
' r 'I i
L t~ a TD r¦~• YD JERSION DITCH
/ _
Section I- rn B Sec#~on I A 3 s~
i DL LINE
0 THESE DOCUMENTS ARE INSTRUMENTS DIMENT TRAP OF SERVICE AND AS SUCH THESE
rn DRAWINGS, DESIGNS, AND DESIGN
.{J D IN GE DI STU ED R UI RE D 0o P 00 0 0 / DISSIPATER CONCEPTS PRESENTED REMAIN THE
V .L 10 AR SPIL L AY UI ED SURF ACE o o~ PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
B AS IN N 0. AC E S S C S B SI N M ES N S LE NG H VO L. F AREA T F ON FENCE DESIGNS ONLY WITH THE ENGINEER'S
V #1 4. 9 1.9 1 3. 3 55. 0 11 2 10 8 79 a P • 1 WRITTEN APPROVAL,
T 1 r 80 1 7 #3 3.7 5 3.
Q 15. 80.0 X1 .0 .0 10 6806 6818 8.1 45 0 . X 9 50 0 25 50 140 2p0 DATE 5/1/07
U Section I-~ X .0 0 10 3630 3541 1 Rd 1 G;d G n ,~n n v nn n v _ _ _ . .fL nnn Ir-~r ni r ~ nr- . ,P?I _ IL @I ...ter..... _ -
,.W-r V.u &?U.U oU.V A Z.vv lu Z917 2984 #6 5.86 5.37 21.7 70.0 X 140.0 X 2.00 10 9747 9437 ~ it / rRV~C~. I rl-IHJC NUMt3 IN FEET) S e~ A n SHEET LAYOUT DESIGN NUMt3tK UKAWN UY RVM
r #7 13.1 13.06 48.7 105.0 X 210.0 ±X2~. .00 NEED RSR 23704 21222
LLJ #8 4.81 3.39 16.6 65.0 X 130.0 0010 6153 7229 1 inch = 50 ft. DESIGNATION JOB NO. :0001.0001
NOTE: FOR BASIN P SEE DETAIL SHEET 01 (SED/MENT RISER BASIN SECT/ON DETAIL)
~ ~ RETAINING WALL SHEET NO.
C O
KEY Plain O 2.4
U c

~ t~ i^^"s
1 1 / J~ Ir. ~till~t' '~.y l~~ /f r s % ri•, rt,.',iF}tY 1~1` ..k. • ,,1 , 1,'vc~ ~ rrllr ~ v~ 'a
r p,r',,,rt i~ i k r.;'~rl 'i, I,`i~ w a r.... ~ 1 r , „ 1 ~;d ~ , J al I ' 'r i ~ ~'i:~~j~~q~ it i ~b'1 •rtf~ • 1µ r~' i}G~~' .r' r r....,? r ~ ~ , '.A1i I ~'i i.~Yn~1A ! pAlr . ;,;fir ,,.k,1fiir 4,7>si.~~. +j~F~ , r'.~Lr X4114 .~~~~.r>:'. f , ~~4y; ;i'~;;r~ `
~ °-~t I . 'tip r~ i' ~ ~y rrr f ;kJ`It+. , ~..lyl' Bf~~::~~1 it il~' , i!''?~'~'' , dry ;1„' .ell~`~~, , , , V 'k~ ~n I `Ci ' ~ s~, S. . i ,.P
.ham' ~ A~ ~M~~ r r rJ .i i ~ i .~l' ' ~tGI 'n 1 j 1' ~ 'n v~ i
rJ 5'40, Al l 1 ~,r~ 1 yy ' },y~l,~l T ?!'tif lr V)
10~ ! rl~y. ~M e5r, F ~ . ~ ;t 1.. , S,a1 r i `h ~d, ~~:k4~ h, , ~~t~~ts,,f, 0
J' e i , ~`L. f ~ /1 r ~i, Cn
~~i ,r y' euse ~ ~ ,f,~c.c ~i„'..
f r ~ .'`~I • ~ ~'CrJC'ili, ~r,., ,.kr,..,,-. r' 1 , n: ~ G L ` ~ ~ \ w
,,t,' a • • , , ,4 rt r, . • p' ~ / / f t 11 ~ 1 III 1 I ~i' ` {'"~I~ ' .F . v 1.., y~7 ,.rte--..,,,ti I `
v, u ~c asemen _ x / .Jr ~ / F ...,,,,,,rt.. ~ it ' ~ .''r 1 i~` -r,..,,,,,
% 4 f. / r ~ r r l tr y t ~ rf er JI•r rf r, .,,..v:...... .••I !'r i~ .,w... jJ""J.. ti F~~1 f;, ~ I'I~'ki , v, ~f t r!'r r ~ df ''f ;,:~qi~, ~?I1. •jrt~ L; 'Ft s r~ i. }d~+,l n / ~ . ~ ~ r
n Box / - ~ 8X8 Jun tro / u is ~ i asemc r•.' P .P ..t ~ ...r,. rr'.,-,. .r; . ,.J,f,.., ~r.. ..r., 1$(I~ 1!11 t "1':yP} , 1~ asemen \ Y i ' i • ,
i ~ ~ o en ere n ruc c roc ores ' t N i r
f r 1, / , / p'~ V ~ '1, j s ~ ~0 . . ,4, co W
~i C / ~ ~ i . e , i / Q / ~ 0) ~ ~ ~
,ti 1 ~ 1 I \ O O C)
t ~ 4 / i / s: i / • ~ / i t ~ r r w , .,J. . _ _ ~ _..w.......,,, r , _ . ...................-..j... A i r ..r' . w.-~----------^-'- a
G ~ ~ J / 1 V' E: µ f r 1 ro i ~ n , • ' ~ . , n . Y~..,..... . • ...y y 6J ' Y. i , • 4 w .e„ r / . ~ 0
/ / l ~ ~ r ' ~ ~ / / ` 1 j r ~ ' _ c..._ / / ~ ~ r. , ~..._w - SSMH ~d ~ T ~ .s Q +0 } CB 9 ~ z
j ..r~ t O ~ 1 ~ "'~a. . . g 1 O ' ~ O
'r ~ J / . ,1 1 1 / ~ ' ~ / i N. '0 / l , U o~
1 / / t i / ~ ! • r / •~a ' / r ~ '•R, r~. .n" / ~ ' ~ ~ 'r' / 4~*
/ r ~ r asemen , • ;..A O / CB 0 `ice 0o° Ff'sS °°0-9 ,i
~ / ~ o s ~ / / l ~ ~ ~ , ~ ` ~ CB 9 0.;.. , _ . 0 k S -r \ W ,~r~, o o 01 i 00 0 ~;r o
~ ~ ~ ~ ~ ~ ~ 1 , .--,o . ' . ' ~ ~ ~ S~ 4 ~ Uft 0 SEAL o 0 ENO A. ° 0
N ~ ~.i r i V p'~, 3 , ~ti.. ~ ~ ~ ..~._..y~ . ~ ~ ~ ~ , 4 o a 19821 a i
~ r 1 1 l 1 ' ~ ...w.,......,.._.._,___. .v , ,~1.. ...f" ~ ..y. . Y ~t 1` 1, "y.. K ~ ' I. f '1r d ~r. ~ +~r, ~ ~ , 7:. ~ i y.', ~w..,,r..... .1..... r.. "7'1..., ' 1 . a ' r '•i w r' 1 s • ~ . r, 1 1 •1. a v , 4 I l,., r .d. •A I f ~ A .1 r; G 1 '1 Q ~ .1 4 ~r, • ~ ~ ~ r ~ r ~ . 1 _ r 5 ~ ~4 /`D ^ ~ 1~` 00 0 10 0
~a. .:L..M.....,,u.,~...~... . t / ` ' . . ~ t. y ~ 1 - 5 , ~ . ......„........,..,...~,..,..~.....1...~........a+.~.......1.r...•.r.w.rd,.rv~....rM....k..J......r.....rf...,....a.«~.. .....................r,............t~,•.•.........~..•..,...,..,..,.......,.,..,.,.,..~.,«. ~.~L:..:..... f~..... w.. ...I..w.. ...~..7... ...1.. .aL:~ ( 1 w 78 ~ r 46. ~ r 7+ ~ / , r. _ x P le"~00 **Ir 001~~-/VGlt o ,;rlx- °0000000 `
} ~ E / i ,r 1 / ~ s+o 0 4+DO h r- ~ B ~~r '~v 4 i pZ / ~ i 'r i4; I W A~10 ~W
~ SSMH 3 ~o '1 ~ SMN 5 SSMN 4 ~ ~ ~ ~ , SS ! 7 , / i \ i • ~.i , p , 4 1
1 / u c ~ ~ 8 97 6+ D r... ~ C, 7-~ ~ ~ 1. 18, ~ c 19.E ' r' ' S,r S i, ~ ~ Jr
. ~ ~ - . . 1'~ ~ 1 f r, j ~ r r t r ~ ' ! ~ ~ ~ 7 r f ~ 4 ~
SSMH 2 , - ~ ,f..J. ,<<,.~ ~ W W C ~ 1' ~ , i; ~ ~ ~ ~ r~.
/ r,,.-,.. 1~0~ ~ r ~I l~. CB 99 F ~ , ~ ~ O r. 1 r' I~ 8 ~ ~ } . s V
i~ - ~ / ~ 1 •6' 9. I . r C:)
, . B 8 - ~ . . . i 1 z. 4 / ,~1 `.f . l l . I 'I ` i i 'l
i r ase~ \ \ / J. \ ` ~ 5 . 4 0 ~ / / 0 asemen i 1 1 ~ 4 CB 103 . • ~ I CB 100 ' ~ ~ i asemen ~ i { Y r ~ r ; ~ ti ~ >emen ~ J ~
\ i ~ x ~ r ~ , . _.1 t ~ t ; . r ~ ~ ~ ~ o ,d.
i `,Mfr~'~ ~f ~ i ~ , r . ' ~ SSM ~ 2 ,..;1 ' ~ 1; a
i ~ ~ ~ / ~ ~ ~ ~ ~ 1 ~ t' ~ ~ f.' , 'ri ~ - it a ive Zelive Valve Cf)
~ , / / i t ~ ~ 4 , ~ rr,..~. ti f ' ~ ~ , ~ o
CA ~ rte., ~ ' ' t, , ~ , r , i j ~ "t , ani a ev itary Sewer Manhole ~
SSMH _ y Lc~. ~ / --T - ,,L ~ / , y . SSMH 4 L. , ~ f 1 , ,e . ' ~ 1 : ~ 3 ! Q
.L, I i . ; ! i a c assn c 8s . ;h Basin or Drop Inlet a
0 17 `L \ ~ 0 ~~t , cae ' r ~ i f'~ er one ~
f ~ ~ ~ orizon a ca e » > AT. _ u are n , 3d End Section
V e er Ica ca u er one ~ anita e~ itary Sewer Clean Out Q~
i urve a e. ~ nm en s - - - - - asemen a er a er er Meter N
n . , in e e . er a a . • or earn urve or is ante e a a lus _ _ _ o
o~~~ cry R~ tin n~ i e ac 5 ui n ater ain ~n~ ;er Main Label (See _ , r1
~ 95 8 "x6 "x6 Tee w/ - Cf N73' 07' 16.54"E 135.126 d = 34.1653 230.000 - 'T'' ' ~..J Water Main ;er Main Legend)
8» Gate Valves _ _ _ _ _ _ _ . _ _ _ _ _ _ _ PV/ ELEV = 774.057 _ . _ , C2 N78' OS 04.02'E 96.577 d = 24.2390 230. o0o A. D. 8.709 - - - - ~,y-'~w- Water Main & Valve ~ Road Curare d Curare Tag Number Q
~2~ 6 Gate Valves _ _ . _ . _ . _ _ _ _ _ _ K = _30:214. _ _ fFH (Curve Tab ~ _ . _ z Hydrant w/ Valve irve Table)
_ C3 N75' 46~ 13.12'E 78.339 d = 19.6107 230.000 ._.._......26.3, _VC L V a (D
02 6"x6"x6" Tee w/ _ _ _ . _ HIGH P %NT _STA -4+22 78 _ ~ C4 S82' 38 ~ 48.93 "E 93.891 d = 23.5548 230.000 - -
(3) 6" Gate Valves .HIGH P~ lNT ELEV......= ;178:391 " C5 S42' 36' 27.25' E 331.452 d = 56.5239 350.000 ~ 7 90 220 - o H/G PO/NT STA 73+26.66 220 ~ ~
790 - O3 6'x6„ 90° Bend _ _ _ . _ RVl__ LEU_....._y79:76.7. _ _ _ . . _ _ _ _ _ _ _ op _ ~ _r? . HIGH POINT EL EV = 206 363 - - _ 0 0 U)
6„ Gate Valve ..AD C6 S4' 34' 39.32'E 425.846 d = 19.5361 1255.000 -y~ _ _ _ , _ _ _ _ _ _ o~ o, _ V/ STA - ...12+38:16.- .
_.788 _ . _ _V/ ELEV_.- _203.63.7.... _
~4 11' ELBOW ~ 309' _ r~-~ _ ~ ~i _ . °o o~...._ _ _ . _ _ _ _ _ _ .
7 85 2 ~ 5 K= 38.988 215
7 85 ~5 22' ELBOW
06 45' ELBOW _ _ l _ _ _ ~ ...oho'.. _ _ . _ _ . _ _ co..r,, ~ _ _ ~o
N , _ _ cf.. ~ _ _ ~V..... . _ . , , f" _.~...r,~ rno.-+rn
07 70"x70"x8"x8" Cross _ _ _ . __.....~..ti....__...._._..... _ ..i ...m .m.~..... _ . ICJ _ . . _ _ _ 195. 91 SO 2~~
(7) 70" Gate Valve o. _ ; $210 zEW,,~o
780 (2) 8" Gate Va/ve ~ ~ 48'f? P _ _ _ . ~ ~i _ _
(1) 8'x6" Reducer _ _ _ C _ _ , . ~..6. 7~ ~ N.,. . . _ , _ _ j Y.._._ rn W W U .
v__v ao _ _ _ _ _ . _ _
Oq 00 CB 83 . 3 Minimum CB 96A: ' _ _ _ _ _ . _ _ _ _ _.~ce `o . ~~1 _ R
CB 84 CB 99 ~ A 205
7 75 7 75 205 ..r.. 6„ Zoo ~ ce s8 / n;_.., Pro
21 _ CB 96 _ 7 76~ ~ 99,E _ 00 m - ~ 2 9~ ~ _ U
"PVC SDR-21 ass 200 48"RAP 2 % ~ Q _ ~ g9°k
` _ _ _ _ _ _ _ _ , _ _ ..__ll._. _ _ .
ii / ~ 0.11'
7 70 ce a1 7~ 2~~ 3' Minimum 4 RCP _ _...~..O.fiO~ 200
_ _ _ _ 54"RCP 1.60' _ . 54 ~~RCP 1 _ . _ 0.679 ~ 48 RCP
5 _ ~ _ _ _ _ _ , 54....~p .228, 95 ~ . _ _ _ . _ _ _ 3.48% _ . Q. 09 _ _ _ _
~o _ ~ 54,,RCP 89._1.1' _ 0.6.19.. _ _ _ _ 8 PVC 157.15 34 87'
_ CB 80 _ ~ 0.629 _ _ ~ 6, _ _ _ _ 48 'RCP zzzzzz
7 65~ 6 + 8 P~ 31.44' _ 0.60% _ 113.5T_ ~ ~ 7 65 7 95 195
g 4 R _56% _ , 5 _ _ ~ 2. ;35'26' _ _ ~ 1.3 7q _ ~ 1.72' SSMH 6 _ . _ _ _ _ _ _ . . . _ 48'i4CP. . _ _ _ . . _ . . _ ~ 5.369' CB 86A p .75..___.. _ _
5 _ _ _ _ _ _ _ _ _ 34.98' STA St50. 0 (1.02L) SSMH 5 48'RCP
~ 0.8590 ~ 0.62q _ _ _ _ _ 6 g _ _ _ _ . _ _ _ TOP. 1.7 . _ . STA "6+93 66 _(2:98R) _ ~ D. ~f% _;93~
o NDI _ . . \ _ _ _ 2.04° _.TOP:.l25.62 - /NV /N: 167 15 lNV 7N.' 169 45 6!~°~° _ . _ ~.___...SSMH__9
' !NV /N: 166.00 SSMH 6 ~ ~ 9 ~ CB 86 ! `TOP: 208.70 190 ~ con ~
760 _ _ _ _ _ _ _ sSM _ _ _ ~ _ _ SfiA: 5+ 2~ 51.. ~0:19R) _ _ _ _ _ _ _ _ _ . _.~llVV lN:...194:80 .
9~ STA: +73.46 ~0.21L~; 3 _ _ vC 42 SSMH 2 _ TOP: 76.23 _ _ g P e ~ 25~ TOP:.1 2.43 0 (0. lNV l :162:04 ~ _ _ _ _ TOP.:17 _13 _ _ _ _ . INV._OUT•1..9.4..6Q..__ _
lNV /N: 64.00 . _ _ IN l/_ IN: 64:00 _ . . _ _ _ _ _ _h-93% _ _
J COL) /NV UT.• 161 80 lNV. OU .:1.63.8Q.. _ ~ ~ ' . _ ' . _ _ SSMH 8
155 7 85 185
7 55 iNV r :759.85 y _ 35.02 _ _ ..TOP 200.-10 _ ~
INV lN: 190'60 , _ _ _ . 48 "RCR_.._ _ _ . , . ~ ~ INV /N: 193, 00
p ~ _ _ --INV OUT, 19040 _
a 35.59" THESE DOCUMENTS ARE INSTRUMENTS
~ 5'SMH 1 _ _ _ _ _ _ _ . ~ 3 8'PVC j ~ 50 ~ 4.35%~ TOP: 165.30 7 50 7 80 180 OF SERVICE AND AS SUCH THESE
5' 0 Drop Manhole DRAWINGS, DESIGNS, AND DESIGN
1NV lN: 155:00... , _ . . _ _ _ . _ _ _ _ _ , _ . . SSMH .7 . _ _ . _ _ S FA:~ 10+75.77 ; (0: 22L _ _ CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
TOP: _191,32. _ OR DUPLICATE THE DRAWINGS OR
~ _ ; lNV lN: 184.50 _ lNV OUT.• 178.40 _ _ ` DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
o _ _ _ _ _ 745 775 175
745 o _ _ DATE 8/4/07
DRAWN BY RUM
_ _ _ _ _
J _ _ _ _ -7 n JOB NO. :0001,0001
l4U 7/U / / V
J 140 N
W P Lr) 00 00 00 0) N, C00 Q) 00 Q) C) LO Lf) N co N- (Z ~ N N SHEET NO. 0 0
N LNO LQ CY) 00 o~p °~a~p rn N~ No NO
rN, N N6 N6 R A N N N N N 3.0
C O O
5+00 6+00 7+00 8+00 9+00 1 10+00 70+50 70+50 77+00 72+00 73+00 14f00 )0 14-1-50
0+00 7+00 2+00 3+ 00 4+00 0 0
N

~ J Y7yoN Pry1J ~'lV ~ ~ ~ .
~ . ~ ~
~ ~ i ~1 ~ o 'F ~ w ~ ~'F N wl ~ ~i i
U ti , , ~ I I ~ r_. ,.r_
r ~ ~ : r. , r ~ ~ : ~ i,• 1~ r ~ ,h't?' ~ :1 ~ 4. fir. f ~ Sri ....i i 1 A` _ i ~ I ~ ~ o i .
. ,LZ W i Bi ~ - ~ n. _ ~ FH N Z 0
~ ~ o ~ _ - _ T~; 00
r . c~'' v~' s f- ~ . 4 ~ _ - a. ~ ~ _ _ 7+ 4. 3 ~ ~ J > Li
, s a' `~r. ° ~ ``5. ~n , - _ _ 20+00 ~ ~ '.33 _ f
, i ~ ~ 9+ 00 1 ~ ~ ~ ~ +o - - SSMH 12~`. 22+00 g 23+00 B ~ ~ I
~ O U ~ _
• ~ : 4 . ~ SOD 5, _
t `y ' 1 'r,~4 t 1
h,1 ~ t \ ~ . t ~ ~+8.00 + - - - - - - - - - - - - - - - / _ _ _ _ Street A w _ ~ _ N G, , , o --{o~--------- / r
~ , , f S CIS 4 ~5 ~ .1 ~ -1'n1.I 4 6" PVC SDR-21~ w ~B ~ _ ~ c~ _ . _ _ _ ;Citrss LUO.,... \ SS ~ 5 t ~ ~ \ W • ~ I
~ ~ \ 1~ ` ~ ~ - s H o P- ' z ; . 5 p' Public R/~ . Q
? f ' ~ 1~, ~ rrl r r. N~ ~ VC SCR y j k~~ 59 , . ~,as, .~00 ( i , ~ , ~ t~ +l ~ 0
.t .f• ~ .'S ti5 ~V 1 ~ y :i
i's, ! ~ ~ I ~ ~ ; : N ~ ~ ~ 4 ~ 9 B \46A
~ / r ~ ~ / ~ ~ ~ n CJ ~ ~ o ~ r / ~ J/,- ~ r I~
V~1.~ Iv v O ,5.~. I V. P' /
r'1' ' ~.J•. 1..~,.~ ~',r'~~r ~r ~ ~ ~ ~ ~ ~ ~
i ~ _ ~LL' 1 1 j,,, r k~• '••i.. (r7, ' err` ~ , ,r ,f _ \ \ fit CA
' 4 . / t~ r`/' ti ~ 5i; ,f T ti ,f N ~ , oooo °pOO q~/jj O 00eSS 00°O y O° O ~ 00 j
' ~ {j f ~ y ~ :I Curve Tab/e: Alignments Water Main L egen d: ~ 'Y !
~ / ~ . ~ O Q O 900 o SEAL o was
. •'+1 l ~ ~ { •1' . ,1 ~ i~ Curve Tab/e: Alignments Curve Chord Bearin Chord Distance De/ta Radius ~ ~ # g ~ 8 "x6 "x6 " Tee w/ ~ 4 ~ 0 19821 o O O 11 10 0
SSM . E , , ~ ~ Curve # Chord Bearing Chord Distance Delta Radius ci N73• o~~ ~s.s4"E 735.126 d = 34.1653 2so.ooo (1) 8" Gate solves r ~ 0 1 00 0 °00 i~
j ~ SMH9 ` . ~ . . . f , • ~ , . y ~ a~ (2) 6 " Gate Valves , C2 N78' 05' 04.02'E 96.577 d = 24.2390 230.000 04 t4l;F 00 40 V G 1 0 00000000 0~ tl tl 1 v/ A
,1 1 / f~ _ ~ ' , C 12 N57' S7' 10.84 "W 126.367 d = 31, 8897 230.000
, 4 r' 4 O ,'Y, 4, 1' f ( ' LEGEND C13 N36' 45' 56.33"W 42.031 d = 10.4851 230.000 C3 N75' 46' 13.12'E 78.339 d = 19.6107 230.000 O 6 ~ X6 ~~X6 Tee W~ ° ~ ~ ~
r1 : B6 4 , • F,~ ` ~.,,h J ~ (3) 6 " Gate Valves - ~ C4 S82' 38' 48.93"E 93.89f d = 23.5548 230.000 S 68 ss 1
. i r , ~ t~~7 ! ~ , 4 Buffer Zone 1 C14 N41' S8' 24.46"W 83.436 d = 20.9007 230.000
~ ~ , , ' ti ~ ' ' ~ 1 ~,.,.r ~ C15 N6' 43' 10.68"W 85.453 d = 75.1086 325.000 C5 S42' 36' 27.25'E 331.452 d = 56.5239 350.000 O 6 ~ X6 9~' Bend ~ ' 425.846 d = 19.5361 1255.000 6~~ Gate VQ~Ve ~ 4 -.P T..•
o ' `ti `i'r ~ ~ , ,1 v ~ ~ ~ p ,w A ~J ~ ~ Buffer Zone 2 C16 N2' 25' 41.77"E 172.439 d = 33.4044 300.000 C6 S4' 34 39.32E
C s J , 7 . 3 . ? \ X a ~ ` ~ ~ Easement Cl7 N2' 04' 41.52"w 116.189 d = 24.3915 275.000 C7 S3' 00' 45.25 "W 22.801 d = 4.3558 300.000 ~4 11 ~ E L B ~ W o Q
~ g M ~ 9 ~a ~,r 4~, ~~u f S. I ~ p
~ ~ ~ N ~ ; 1r` t +r r r O ~ ~ f ~ , 0 J k / foil, C 18 N3' 53' 19.62"W 81.119 d = 20.7703 225.000 oz ~ _ . _ Building Setback CS S45' 10' 20.08"W 327.033 d ~ 90.6231 230.000 O 22' ELBOW ~ L LO
l~ 1 i ' ~ /J " \ f ti C19 N1' 02' 09.68"E 28.547 d = 10.9207 750.000 C9 N74' )0' 31.30"W 127.698 d = 30.6817 230.000 O 45° ELBQIM a N
/1 ~.r~ ~ 1 ~,y~-~,y- Water Main & Valve C20 N20' 35' 25.91 "E 82.504 d = 27.1290 225.000 C10 N66' 04' 58.25"W 75.594 d = 14.4758 300.000 ~ ~ O ~~~X~~~X8~X8~~ Cl'OSS ~ t,
~ , ti ~ ca e SCOI -~-FH
~ 6 , 1,, : J ,~ti orrzon a ca ,W' ~ \ ,J ~ o/ Sco/e 7 50' Z Hydrant w/ Valve C21 NS' 15' 40.31 "E 13.859 d = 3.5296 225.000 C11 N66' 22' 17.02"W 60.253 d = 15.0529 230.000 ~Q" Gate VQIVe I ~ ~
- V r rca ca e e Scale 1 "=5' O Air Relive Valve (2) 8" Gate 1/a/ve
r x;: ~ r - (7) 8'x6" Reducer • ~ Q a
f ~ r 5 1 V ~4j f :.rt ~ Sanitary Sewer Manhole C~ _ . V/ ELEV 242.743.... _ _ . . _ . . _ , _ A. D. 8 70"x70"x8"x8" Cross U
p ' ! ~ _ (7) 10" Gate Valve ; . . _ .._294.... ~C . 250 ~4 CN
I ' ~ ryf ~ : 1; 3 ~ 1.. ~ . 0 j Q ¦ Catch Basin or Drop Inlet (2) 8 Gate Valve N.~_
r - . ~ SM~7 .S t 9 r ~ r ~ ~ QD
~SSMH 8.. '~ti f /w ~f vI ,~yM . _ ~ Flared End Section _ _ _ _
~ J• _ ar Sanitary Sewer Clean Out _ _ ~ op ~
d- d 245 03
~ 5 Q water Meter ' _ o ~ N _ _ . _
_ _
_ SQ-- Water Main Label (See _ _ _ ~ ~ _ ~ ~ .
Water Main Legend) _ . _ _ _ _ + ~ r ~ i i s
C[~ Road Curve Tag Number _ _ _ _ _ _ _ _ _ °0 N 35. DD 240 Ono
(Curve Table) ~ W CB 40 15 RCP , , , o...
220 240 220 Hoc PO/NT STA =13+26.66 ..v :.......1.5.. R..CP..... ~ , , _ , , 0.529' ~ . (D L
HIGH POINT ECEV = 206.363 _ i _....m m _ _ . _ _ _ _ , , CB 3 O -i.+
w,. _ _ _ . Vl__STA _iZ+38..1.6... _ i . C8 43 , , ~ ~ s U U,
V/ ELEV = 203:637 _ _ _ _ 1 . , . 7 MH 12 1 5 R S C 0 2.35
_ . _ . _ A.Q. _ ` C V S ,
K = 38.988.. 35 ~ _ _ _ LO.W ~Of~h1T ELEV = 2,13.467... _ s T P: 24D.47 . , io . , _ . . V 1N: 233. l 1 S , . , 3 Minimum
215 ~ vc~ 2 7 5 235 _ _ _ _ l STA = 76+34.25 _ ce 5s _ _ _ . f v oU ~ s T. 233.05 , p D R- 58.. ~ C ~ 4s ....1, .
_ V/ ELEV - 2~5~839_ _ ce 5~ 7 4 5 , _ _ W CO C''J Cat
N i ~ _ _ _ . _ _ _ _ _ A: D. 3:5'89`. _ _ _ _ _ i . _ __K - 43.023 _ _ _ _ _ ~ i STA. 22+00.7
. / _ _ j. ~ _ _ _ _ 8 + 7 230 cn ~ncc CQ - Lo
1NV DUT,~ 2 ' SM _ .15 RCP. . , ZW~ C)
2 7 0 2 7 0 230 _ _ _ _ _ ~ o _ _ _ . N _ d~o . 719 ~ , + : 73.. 4~, 70R. , . ; ~ 0 ~ ~ STA. 23 o p , TOP, 237,1 ~ o c~.._. E-.+
_ _ _ ~ ~ 6 _ 6 0 . , 1 V 1N: . O c
~ N _ . o~ .rn_ ao . , . _ _ _ _ _ _ ..~N. .pUT, 2..... 31;03.. . ~ ' ~
_ _ DR 'i 1-.. _ _ X21 _ _ ..CB 69 i , _ ~ N _ N ~ 55.14 ~ ~ ~ r~ j ~ ; 8 PVC cn ~ O 225
205 225 a 25 ~ ~ Z , ®5.00 , r....
205 ~ _ 6,. 200 ce s8 . _ _ __c~v. ~ _ _ ! _ _ _ ~j .v _ _ ~2 _ _ _ . , . 44 W ~ U
_ _ WW I
m ~ 2. 990 ~ - . . _ _ _ A N 1~ _ _ _ , I . . ..i . ~ ~ I y 1 Lo a4
o., 200 220 i _ _ _ _ _ 2 ~ ' ~ i . ~ ~ i 220 co
'20 - , Rc . , . i I P*
20D 3~ Minimum 4 "RCP m ~1 _ _ _ - - qD , 5 ,r i t ~ ~ i . ~ i i cu
_ p . _0.~ . ~ 0.6090 i 1 , „ ..I,.,. i 4 _
' i ' 1 I 1 n ~ , f
~ _ . _ _ . . 34 87' _ _ SSMH 9 ~ _ rop ~Manho/e . ~ _ 1 SSMH 11 , j ~ ~ ~ f f 215
L _ _ 4a'RCP 195 2 7 5 STA: 14+02.36 (7.82) , " i 1 . 1 ~ ~ t , , i ~ • r .....r... ,
y - 7 95 . :276 ...INV 1N: 194.80 _ . _ . _ _.5~p°~~ TOP 4 . a. 1 i • r......~ . ~ , . i . ~ t . ,
.48..RCP_. . _ _ , . _ _ _ . lNV nl/T,~ 194.60 ~ ~ lNV OUT~2179 J~_ 1 _ _ , . . ~ i _.....__..._......_._i......-..__......__..._....._._._.
CB 86A ~ 5.36 , 75~ _ _ _ _ _ ~P .r. P.. _ _ CB 56 ~ a ~ _ _ _ . s ~ ,..,...,....f .i t. .
~..93q _ _ _ 3' Minimum _ _ ; _ a _ _ _ ~ 9 ~ i i i 210
ai _ _ . SSMH-9 ~ . __62 _ 790 270 ~~p S' g ~ ~ ~ i y ' . ...,...,,.,i..., _ , 1
o ~ g Q ~ : roP: 2os. ~o CB 69A ~ _ _ _ . ~ f . i ....I„ i ..,.~........rv...__.....,,..... , ~ ~ ~ {
__CB 86': ~ ~ _ _ ; -1NV /N 194:80_._... _ . _ . . _ I , , i „ „ , , . . I f t f
_lNV OUT,' 94..6Q__ _ rn _ _ 1 i r y , , n......, • i . .,.,...,s.. i 1 i
~J ° o~ _ G. 3 CB 69 ~ . . r . , . 1 , f i ' 1 \004, 205
I 1 i. 1 , , 1 ~ r ~ .a i I 1 . . ~ . , _
7 85 SSA." 8 ~ 7 85 205 ~ Q J` ! 4 .23' . _ _ 4 .,,RCP.. _ i 3_.
;35:02.,_..__ TOP 200 10 _ _x_0.73% . ~ ~ r ! . , . i
48'-RGP.... _ lNV /N: 190 60 _ _ 12..47' 3 .00' _ _ , . ~ { . , ..t...... i
~ 7.71% lNV IN: 193 06 II~V OUT 190 40- _ _ _ i a I ~ ~ t ~ f 200
a _48 "RGP _ _ _ 4 »RCP I i 1 ' i THESE DOCUMENTS ARE INSTRUMENTS
n' ~ 8~ 2~~ ~QQ . ..7- i . . ~ ~ I . . ~ I . , , i i . . , I OF SERVICE AND AS SUCH THESE
3 ~ 8~ 5' ~ Drop Mo hole _ _ _ _ _ . _ _ _ _ 9 22, _ _ _ _ . ~ i.. _ 4 "RCP...... . _ _ _ i w., . . ~ i r 1 . ~ 1 DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
v SSMH 7 _ . STA. 10+ 75.77 (0.22L) . _ _ _ ~ 0.619 , . r. I~ . , - i i , i r..-...... .v PROPERTY OF THE ENGINEER. PUBLISH .
_ o TOP 19.7.3.2 _ _ . j , ~ 1 OR DUPLICATE THE DRAWINGS OR
lNV lN: 184.50 _ _ . _ _ _ 5' 0 _prop Manho/e _ _ _ _ _ _ . . _ _ 1 , 1,95 DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
~ INV OUT• 178.40 _ . 7 75 7 95 7 95 D~~' ~ _o. ~o~ ' ssMH ~o • STA: 15185.64 (8.19L) 1,, , y . , ; ~ j
~0 7 75 o _ _ _ _ _ _ _ _ _ TOP: 214:61 _ _ _ 1 ~ . . . , , .I.. , i ' . i
_ _ lNV_IN;_196.30_ _ _ _ _ _ _ _ _ lNV /N: 206.64 _ 1 . 1 ; . r { . ~ i DATE 8/4/0
_ , _ _ _ _ _ /NV.._OUi: 196.10 _ _ _ _ _ _ _ _ ' i t i DRAWN BY : R
790
7 70 7 90 790 N ~ ~ o N N JOB NO. :0001.0001
J 7 7O n. M ~ N1 1 ~ w_ J n ~ o M?~ ~ 0 0 o
p~ NN op '4 Lr) 0 0; ao ~ NN SHEE 3N0.
X00 Lo N~ raj N N cv N N N cV
w N N N N N N N N N N N N N
~ ca N~ N~ NN NN N 25+00
i 00 20+ 00 21-+00 22+00 23+00 24+00
0 70+50 11+00 72+00 13+00 14+00 14+50 144 0 74+00 15+00 76+00 17+00 78+00 79+00
0 0 c
u

r :r' ; :r .
1 J r~ r :7•~
j; , / .i . r:,, rr J
n r' / :i ~ ~r J „ i
/f ~ } ~ ,
r,~ % r +/,r;:. n C
r: ,r r• n V) z
y' ,I O
r ;J; ' ' e~ a"
~r,: ~ . +f / 7 i ~..t.. ' i ' I > Li
` I ~ ; ~I 1 CY
I,. ,J.,
J~ l: Q 'r...r.^w.w..~+.~
rf ~r r mow... 1 ~I r ~ i ~ I
. f w_ w.. 1 l i ~ / f ~ SSMH 64
r•' o ; rn ,
~o ~ . ~ o / . w
l . • Sri ~ uacua~~ ~ 1 l . r~ 0 ~ ~ . . / Q 0
f' f ~ Ir N , • ~ N ~ r A ' I ~
r r Y i .'7 FN 1 ^Y i P y ~'r t' ' r y 6 V .r ~ 1,. ~ ,
J~ r.~ ~ i . i~ rY 1 r 1 .r ..~,5. .:~.~l... w...,... v,....„.. ..,..w..«....r,.~.~........~......Y.. ....,w+.w,n .,.........~...~+~-.r.~~.~.w.~....r :.k... ~ ~1. . , ' 1' . r r . / w .r-ww. ~ iww......w..~w..~ -.Fr.n+...~.+ .i.. f .t. Y ~ r t ...,.r• • . / r..: ~ / :.,r~ . ; . . ice... t ..~5. ~ Y ~ ...,.x.t..:w. . , 0
. ' ' ` +O 80 „ z9+ 00 31 ~ ~ ~ SSMH 68 r ~ /a 3~+00 ~o ~ 32+00 , ~,y w Z
r ~r , . .r SSMH 68 , H~7 SSMH . ~ 6 r
ce 8 CB 44 . . . . CB 50 SSMH 66
r S: / rt; ? W r~ ,r ~ iy rr 1 X CAR
f ! ~ / ~ ,r . SD 2 ~r . ~ - _ ~ _ - - - - - - , ~ ~ ,.r H 65 ~ 0000000000000 oss /n°.°ooC i ~p O~ 00 0 00
/ ~ ~IQSS D'~ . _ 69 ~ dud Lud SA., i l.. ~ ~ , . r t c Q~ -V o 0 0 NOR SEAL ° 00
+rr - r p3 ~ ~ 1, ~ f, 1. ~ n ~ ~ . . ~ /r r' ' C 1 6 ~ °o 0 19821 0
~ n -T ./9 : d o z r~ fY ' 1 ~ 1 4 i , C~ ~ i r r o o ll~ 400~ °Qp ` ppp ~i 60
.f, .t ; ~ ' ~ , 4 t •.1! t i , , ~ , ~ •,.v., 1 e
r ' i r Q~ i~r ~ V f t' r' ~ o y S ~ 6 ~~?~k °p0°p0C° R1
l , •.i r / .r r,./ 4 , ~'1 d•. ~ / ~ ~ L / ~;r, ~
CB 109 /1; ~ , rT 1:~ rA ~i / ; ~ ~ ~ ~ •t ! ~ \
j~ t I ~ti~ ~~r~ 1~~ /r 1~ . 6 ~ v ~ d.~ ~(j
V r ~ ~ Q38 r~ ~ 3 ~ ~ ~ . 8 , t ; ~ 4 1 ; ~ i ~ \ A
X C X08 a. 1I 1
~ ~ uawso ~ 3 ~~i ,1,~~ n _ ,/9 d OZ r SSM 7 ~ / r \ / ~ B 7 4 ~ U
n^f~ - 110 C~ ~ . ~ r ~r . fI ,wr / ~ r .,.t ~ i z C7
f y , ss~ o D +.r / ~ , ~ 1 . 1 , . , . ...r , . _ i . , . f , , ~
+ ,vr J f !1. ~ " ~ i ~ % ~ ~ ' J ' i ~ ' . ~ Ire `r• . ~ '.i ' i' r / \ H
rt (I' ~t f~ r' ,j+ / 1, J r i err! rr ! i ~f rf ~ i r / , / % / / ~ r ~ /t ~ ~ ~ ~ i , 1. (Y)
~ f' t:, i f~~ 5 ~ r(....._ r ` ~ ~~~s~,.;; ~ J ~ ,41 . ....l,. f,• ~ ~ ~ ! 0
~~r~r 1,. ~ i' ~ r- ~ ~ l G ~ u~~~.~ . r i ,l ` i~ a
~ . ~Yf f~ /t ~ ~ • I ~ ~~~I: \ r~~..~ ~ .i' ,i i,y , /II
it i i J; n ~ ~ i J J J y i~ S3 n' r C)
a ~ ~ ~ . . , . r.. ~ i ay 11 ~~11~ ~ ' f',Py;' ~e~,~li'i~.IG~,. I~'~IY~~(I:I'~m~, r~dY .,uiWi~~`~ 1 t r', r', r ! r r, C)
+
ca e ~r ~ i i LO
orizon a ca e - i> > ~ ~ i ~ . . 1 ' ' N
er ica ca e = i i i ' ~I
~ S i
~ ; N ~
, . r... , _ ~ ~ a
Curve Table: Alignments . _ _ .......1.99._VC.. _ _ Im mw
240
Curve ~ Chord Bearing Chord Distance Delta Radius 240 240 _ _ SSMH 69 a
Cl N73' 07~ 16.54~~E 735.726 d = 34.1653 230.000 O ~ STA:25+92.64 (0.00)
C2 N78' 05~ 04.02'E 96.577 d = 24.2390 230.000 ~ N TOP: 232.90 , cfl N lNV /N: 228.62.
N ~r~--M~ttf- O6~-T.' 22E .4 _ '
C3 N75' 46' 13,12'E 78.339 d = 19.6107 230.000 a~
C4 S82' 38~ 48.93'E 93.891 d = 23.5548 230.000 235 235 ~ c~ > of o _ _ m. . _ . 235 o
C5 S42' 36~ 27.25'E 331.452 d = 56.5239 350.000 ~1 ~ ~ N _ 0
C6 S4' 34' 39.32"E 425.846 d = 19.5361 7255.000 3' Minimum _ N N 0
C7 S3' DO' 45.25 "W 22.801 d = 4.3558 300.000 CB 46A _ ~ ,
C8 S45' 10' 20.08"W 327.033 d = 90.6231 230.000 230 230 230
W co co Cat
C9 N74' 10' 31.30'"W 121.698 d = 30.6817 230.000 _ _ _ 109.38' , . _ _ . _ _ 8'PVC C~ '~~C ~OT--q (m
C10 N66' 04' 58.25"W 75.594 d = 74.4758 300.000 _ _ ,S, _ _ ~ 2.05q Ss ~o ~ C"J co C\2 - W I'*-- Lo
Cll N66' 22' 17.02"W 60.253 d = 75.0529 230.000 225 z,~o
225 . 9A~ ce 4s ~ 225 0-4
_ _ ~ . W' PO/N..T..ELE.V _203:2 6 _ _ _ _ 0 U)
_ _ - _ PVl-._ST,q,..._;._31+49.98.. _
_ ........139. $0'.....48':RCP _ ' . . _ _ _ P_ t%l...ELE..V...:.....2Q3.983 . a x ~ ~ U
Water Main Legend: ~~_0...549'_._.... 14.7...28... _ _ _ _ g RCP A. D. =1 5.77 . _ _ _ .K ..._.,......33.432 22 ~ ~ W
220 220 173 ~ VC w wz
0 s~~xs~~xs" Tee W~ LEGEND 0 0
(7) 8" Gate Valves s
_ ~o ~ _ ; . _ ~ CC)
(2) 6" Gate Vo/ves Buffer Zone 1 st8., ~ _ Coo \ _ r7 ~ _ . _ . _ _ . .
02 6 "x6 "x6" Tee w/ ~ Buffer Zone 2 2 ~ 5 275 275 W
(3) 6" Gate Valves SSMH 68 _ _ STA 27+ 67 (0:00)' _ _ . ~o
D ~3 6'x6" 90° Bend - - - - - - Easement CB 45... TQP: 228..1 ~F _ _ .v. _ _ ~ N _ - . _ W b.0
IN 1N: 222.24 S~j CB 44 . _ V _ . _ _
Q (7) 6 " Gate Va/ve _ Building Setback i t_.... _ _ _ _ _ CS'-.. ~~1 Ncv . i
O4 11 ° ELBOW ~,y-~~~y- Water Main 8 Valve 2 ~ Q A A~ o~ ~ ~ 270
#FH 270 ~c v
~5 22' ELBOW Hydrant wJ Valve Rio W s _ _ ......_1.._ _ s _
0 0 45° ELBOW z . ~o ~ _ ~SSMK. _ _ _ _ _ .
O Air Relive Valve 34.50' _ . ` 1 STA: 3 +64.96 (0.00 / _ ~TOP:~ 2 3:03_ _ _ _ . -
~7 70"x70"x8"x8" Cross RCP...
~ (1) 10~" Gate Va/ve Sanitary Sewer Manhole 205 205 lNV 6~ ~ 205 ,
(2) 8 Gate Valve ~ Catch Basin or Drop Inlet ce ,s~ _ _a.-839=-.,. , _ _ CB 50 _ _
(1) 8"x6" Reducer e _ CB 49 _
0 ° ~ Flared End Section i
~8 10"x70~x8"x8" Cross
(1) 70" Gate Va/ve ~ Sanitary Sewer Clean Out 200 200 200 _ _ _ _ _ ...._150.83 8 P.~
(2) 8" Gate Valve
o Q Water Meter a. 0.5b~' ~
Water Main Label (See _ . _ 95.07' THESE DOCUMENTS ARE INSTRUMENTS
Water Main Legend) ~ 95 _ - 8"PVC _ _ . OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
795 ' ro M nh l ~ 0.52 ' 7 95 SSMH 67 _ CONCEPTS PRESENTED REMAIN THE
J C~ Road Curve Tag Number (Curve Table) _ _STA. 3t+14.10_ (0:00) _ _ ..54..R F _ _ _ ~ 2.56 ' PROPERTY OF THE ENGINEER. PUBLISH
. .._TOP: 206.53.. _ _ _ _ _ i lNV /N.' 200.26 OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
0 WRITTEN APPROVAL.

790 0 790 790 DATE 8/4/07
~
~ ~ DRAWN BY RVM
r~; ~ rN N of c~~, ~1' ~0 ~0 N N 'N o~ ter? o~ iron non .nnni nnni
J J N N N ry NIA, N N N ry n' ry luuo ivv. :uuul uuui ~
W N SHEET NO.
25 25+00 26+00 27+00 28+00 29+00 30+00 f00 31+00 32+00 33+00 34-1-00
3.2
O O O
O
O 0

2-05
200
0
Ln
190
M
Cn,
185
180
z�
0
170
U
0
U
0
l e. A�nm en t s
Cure Alignments
Curve Tab
Curve
Chord Bearing
Chord Distance
Delta
Radius
C1
N73 07 16.54"E
135.126
4 1653
A 3.
230 .000
C2
N78 05' 04.02"E
96.577
A = 24.2390
230.000
C3
N 75 ' 46' 13.12 "E
78, 339
A = 19.6107
230.000
C 4
• 4 .93 E
S 82 38 8
93.891
A = 23.5548
230.000
C5
S42' 36' 27.25 "E
331.452
A = 56.5239
350.000
C6
S4. 34' 39.32 "E
425.846
A = 19.5361
1255.000
C7
SY 00' 45.25 "W
22.801
A = 4.3558
300.000
C8
• 0.08 W
S 45 10 2
327.03 3
A = 90.6231
230.000
C9
N74. 10' 31,30"W
121.698
A = 30.6817
230.000
C10
N66' 04' 58.25"W
75.594
A = 14.4758
300.000
C 11
N66. 22' 17.02 "W
60.253
A = 15.0529
230.000
Water Main Lecend.-
(ID
T
8x6 x6 ee
W/
5
„
8 Gate
Valves
a(1)
..... .
(2)
IN
SSMH 53
es
v6 Valves
2
6"x6 "x6" Tee
W/
SSMH
(3)
6" Gate
Valves
3
6x6 90° Bend
0
(1)
6 Gate
Valve
4
11°
ELBOW
C
5
22'
ELBOW
.35. _ ,... .
6
45°
ELBOW
7
10 A,x loll x8 x8 Cross
.77
(1)
70" Gate
Valve
O�
(2)
8" Gate
Valve
/
(1)
8"x6" Reducer
8
10 x 1 0')x8 x8
Cross
yLot
(1)
70" Gate
Valve
181.000
f,
8 Gate
V
Valve
a(2)
73+00
12+00
10+00
SSMH 54 \
.C8 39
Scale
5
..
..... .
"
IN
SSMH 53
Z
SSMH
4 7
Vertical Scale 1;P 5'
x• pG.
�
0
F6
STA: 9+ 77.23 (0.
9L)
�
o
C
TDP: 1.9
.35. _ ,... .
6 Oo
L O
A
.77
0
c)
-W -POINT .5.
_ LOW POINT EL
1 79
EV -- .50
............:... ..........
O�
' A.i"
+
CCB
/
PVI
STA =
12+00.00
V 1
3
yLot
LL
�.
181.000
QY
a)
r
......:.. .......
LLJ
A: 0:
�y
a
W�
Q)
Min im m
Y
m
.
O
-
3' Minimum
. -
00
_ _ _...........
0.....
j/C _
v..
a
... .
C8 1
........ ..
U
...... .
f..,.....
SSMH 46
Z
............................ ...
._.. , .....
_ ..............
Uj
TOP: _1.81 2
_.""'*'^" ... 0 �
U
INV /N: 1 94
LL.)
.
_
CB 12
CB 11
Gly
5
,.
R 2.
....
2 -4! -RC
_
.,.
ce 33
i
225
5.09%
r
CB 10
171.22'
9411:RCP
3.71
CB 9 3.5..
07q'..
..
.
_...._24...R.CP
._ ..........
.
24'
CP2,08
TOP: 233.87
5 0
GP
.....
......
...IN V. OUT -2,27,58,....
VC 126.89
...
. ......
5.0220
00
11
............. ...... ...
................ . .......... .
....... _......
i
N
'Ln
co
Ld
LdO
34:'99...
73+00
12+00
10+00
SSMH 54 \
.C8 39
Scale
5
"
IN
SSMH 53
Z
O
2
Vertical Scale 1;P 5'
x• pG.
�
0
F6
�
o
C
6 Oo
o
0
c)
S SSMH 70
38
/
+
CCB
/
CB 37
o
V 1
3
yLot
LL
r
0r
a)
r
U01
20 /
LLJ
\A,
CA 4*
0O°000
�°�,�0 °O'0O° 6fV5S
0
00
o° Q� -7- 0
o SEAL o ARM
mod 019821 0
[}+i
ii 40 0° `
00
°000pp000010
• ,,�� V, R1 G
Scale
5
"
Horizontal Scale 1 "= 50'
Z
O
Vertical Scale 1;P 5'
0
�
240
�
o
C
6 Oo
o
0
c)
U
+
LLQ
2.35
o
V 1
�
yLot
LL
a)
LLJ
O
L
�y
a
W�
J'
Min im m
Y
m
Q
. -
230
D
a
L
U
...... .
f..,.....
Z
............................ ...
._.. , .....
_ ..............
...................................................................
.
_.""'*'^" ... 0 �
ce 33
225
j M
._ ..........
TOP: 233.87
GP
......
...IN V. OUT -2,27,58,....
...
. ......
5.0220
............. ...... ...
................ . .......... .
....... _......
..�
_
Q- ..�,��fo...
34:'99...
'
f
.....:..... ..... ......
_...... .....26
_
45.78'
.....
®0 74%
_ _ ..._...... . ............._..
......
._..............,......_........ _..... ........ _.........
_......
18 "RCP
. 0
215
: /0"
\A,
CA 4*
0O°000
�°�,�0 °O'0O° 6fV5S
0
00
o° Q� -7- 0
o SEAL o ARM
mod 019821 0
[}+i
ii 40 0° `
00
°000pp000010
• ,,�� V, R1 G
5
"
Z
Z
O
0
�
z
�
o
C
o
0
c)
U
+
LLQ
o
V 1
�
yLot
LL
a)
LLJ
O
L
�y
a
W�
a
m
Q
D
a
L
U
0
Z
\A,
CA 4*
0O°000
�°�,�0 °O'0O° 6fV5S
0
00
o° Q� -7- 0
o SEAL o ARM
mod 019821 0
[}+i
ii 40 0° `
00
°000pp000010
• ,,�� V, R1 G
THESE DOCUMENTS ARE INSTRUMENTS
OF SERVICE AND AS SUCH THESE
DRAWINGS, DESIGNS, AND DESIGN
CONCEPTS PRESENTED REMAIN THE
PROPERTY OF THE ENGINEER. PUBLISH
OR DUPLICATE THE DRAWINGS OR
DESIGNS ONLY WITH THE ENGINEER'S
WRITTEN APPROVAL.
DATE 8/4/07
DRAWN BY :RVM
JOB N0. :0001.0001
SHEET N0.
3.3
5
"
O
Z
O
�
z
�
o
o
0
c)
U
+
N/�va
o
V 1
�
yLot
�
a)
O
L
�y
a
W�
a
m
poll
a
L
U
Cl)
THESE DOCUMENTS ARE INSTRUMENTS
OF SERVICE AND AS SUCH THESE
DRAWINGS, DESIGNS, AND DESIGN
CONCEPTS PRESENTED REMAIN THE
PROPERTY OF THE ENGINEER. PUBLISH
OR DUPLICATE THE DRAWINGS OR
DESIGNS ONLY WITH THE ENGINEER'S
WRITTEN APPROVAL.
DATE 8/4/07
DRAWN BY :RVM
JOB N0. :0001.0001
SHEET N0.
3.3

i
V A. H. 0 ~ A. ~
! ~ ` ~ } ' r{ ~4 [ / r t ~ •ti. r S 5 . for ~ / ~ m Ovate smen , ~ , t f _ ( y i' . N ';t.:i.
7 • i ~ ~ f ~ ! / / ~ r ; , SS . i ,t
I ~'tii 1~ !'~55 p CB 80: ~ 0 / CD ~ r ,f. , p 4 ,,.f ,'f ~ 0,' o. 7 t.
` 'i `r i s. rfi ~1 ~ q l ! r as / ,r X ~ / ~ , ; . ~ T. , ~ P t ,l ,i ? 1
~;r. ~,5}~~. j l ~ l ; ~ •W _.....--r , t~ , . , ~ ~t t' • ' ~ .s, U .
~~{a a p r~ 6 i 'rijl fl 'i i~ j t: , w \ , • f ~ , , ;i ! , 1 z
a~, 1` ~ 'ti ,1 r `s , ~ ~ f r , l~ ~ ~ ~ ~ . 4~ , . ~ a , 0
~5+~- r(f~,`i ! J , ~ ~ , , P ~ ~ C . ; ti O
h ~4 k2a ~4~~~;,, 1' (ti v, f~,~r i~ Sp _ SSM 1 ci ~ . asp 2~ . i1 D 16 ~ W o~
S, r ~ ntl~~ 's,.1,~?f,, Y`i5'ad~t~ ~~tRhf~ ~ 48 r ~I ~ ~ i ~ / Pr t,~ V' Of 97, 83 , ~ o / ~r-
fr. i:; ~A ~ ~ r ~ , ISM 43 ~ • , ti f E. ;
l :j 1~ ~ { S li r,. Y i . ~ O w.« ~ O ~ ~ / w M F J/ .1 1
r ( Y ~ / ~r~jy))' I~ u ,w1'~ l41 G . F ~ 6 f ; , 4 t~.,, ,
. ~ ~ b 5 ~ , t r . 'r ~ ~ ~O / ~ "7 ~ ~ ~ ~ / ~ ~ ~ ~ ; a
f ' k i ( 1 ` / " ~ w
. ~ ~ ;1; ~ ~ . ~ ~ • i ~ yti . ti > > B 4 C 1 9 .r , . o _ " ~ Q
. ~ t C r l ii r' r i f 1~ ,tr 1,7 . ~ ~ ~ X X ~ • . ~ ~ O \ ~ c _ ~ . s o ~ ~ P 0 ~ ~ 0 x ~o 0
.r' ' ~ I ,r ~ ~ fi , . 1 , i ; 1 / ~ r ' . V Pj ~ ~ W " . Cho ss 20 ~
~ ; ~ i I ~ 1 . r ~ l 11 1 % r ~ ~ i 7 ~ 1 ~ 'ti-. o W... - w ~ . o
~ .M''^ 111 j - 4...-.,... ~ ~ ii !r ~ • ..t•.... X ~0 ! ~ 0 1 SS o 1 1 Z
r ~ u ~ . ,i~ ~ ~ ~ ' „,s•,..,x V • y ~ 3 +00 o i
l., r ~ f ~ y • h • 1 x ~o r 46 , ~ ..._.,v.w~..._.. , , , 00
C U 1 ~ ~ ~ h ~ ~ . 15+ 00 ~ , •.,.r U . . ~ . rn . . _ ~ y , , ......:dry i,n.. • w. ~ ~....r.. ~...,,I.,..,.,,..:t:......:i~...., ~ CAR
r•~ \ V . , tir ~ 1~ v ~ 0000000000 `ice 00 0o I~ ? ~O° 0 ess/ 0°~ ~i
~ ~ t t \ ~ r ~ ~ ~ ~ n....:. i , , r ~ i 1 , i, o 0 loo
\ ~'ti j A~ i ~ l ' • J ' ..a... i ~ ~ • ~ / ~ , V , . " ~ j 0 loft o 0 SEAL o all* 0 0
V /y ~ 4 L f~r J ~ • ~ r+ ~4\ ~ , i~ i e~ ~ %up 0 19821 0 Iro 0
,~r ~ :s....•... , V .r ~ n ~j i LL i ` , V s r
r \ 1~ ' 'ti i / t FNG NNe'~o~°'o 0000000000
1~ 4 ~ ) \ t ~ 1 ! i ~ RI c~3
f r i i i 1 ~ 4 i~ i' i I~ 1l •..r~ I~ J • 4 r
I r , !~i ...:......I~.. ~!j ~ i l ; i j "e..ti ~ I i I 1 I
1 ' ~ i f ! r! .l~ I r_ r , ' ~ I ` /f .h r.7' 1 r~ i 1 ~ 1 .,1 ~ ~ 1 i '•r,.
~I ~ l 1 { I~ ~ / 1• r 1 I f ~ 1 F ~ . J, /i• ~ ~ ( is i 1' 1 n.,• j J i' t 1 i r ! f ~ I ' f r,." ~ , , f . " 0
'r V
z Q
ca e u i or~zon a ca e - a
» r z
er rca ca e - 0
a
~Q o
w
w
I
a er a~n en e I
. N y--
x x ee w 1
(7) 8" Gate Valves ~w~ P" L
Buffer Zone 1 (2) 6 " Gate Valves 785 185 W~ ~ ~-4
_ _ _ . K/GH PO/NT S A =14+ _ HIGH PO/NT E EV._- _ 1 _ _ _ _ _ _ _ _ _ RUl ELE1/ 1J5.O ~8~ _ m
~ Buffer Zone 2 ~2 6 "x6 "x6" Tee w~ _ =14+50.00. _ _ o . = 7'77, 250 _ ~ ~v _ _ _ .
(3) 6" Gate Valves 6+00:00 _ _ . + ~ _ N
- - - - - - Easement O 6 "x6 " 90 ° Ben d . l\ 1J5.000 _ ~
180 aD
Building Setback ~1~ 6" Gate Va/ve K = 7.785 785 V ~ 3' Minimum
3D0 -b`~----~- °o ~ _ _ . ` ~r _ F~._... _ _ ~ m _ _ _ _ _150% U
W--~~-W- ~Nater Main & Valve 04 11 ° ELBOW fFH ~5 22' ELBOW _ _ o~._ _ 147. 8' a 0
z Hydrant w/ Valve _ 0
~6 45' ELBOW 775 - . _ ce a 7 75
O Air Relive Valve _ _ _ iii W /
~7 70"x70"x8"x8" Cross _ _ _ . _ j j
Sanitary Sewer Manhole (1~ 10" Gote 1/a/ve W W _ _ W CO C''J Cat cf) (m
~ Catch Basin or Drop Inlet ~2~ 8" Gate Va/ve ~s _ _ _ _ _ _ _ _ C''J co C\2 -
(7) 8'x6" Reducer W 1"4- ?n
~Q Flared End Section Og 7 0 "x 7 0 "x8 "x8" Cross 170 _ ~ 32.73' _ g5 7 70 zEW,,,~o
. 1.S„ _ _ ~ . , 0590 ___.~._2~. _ . _ _
Sanitary Sewer Clean Out (1~ 10" Gate Valve _ _ ' __....SSMH 45~_.... O U) Z ~ T--4 r
(2) 8" Gote Valve _ _ TOP: 178.67_ cn x ~ a
~ Water Meter CB 6 _ _ _ _ 765 U
Water Main Label (See 765 lNt OUT.• 170.91
Water Main Legend) SSMH 4 _ _ . _ _ U
111:.94 _ .STA: 15 38.15_(2.29L) . _ 36 "RCP TOP: 17 .28
~ Road Curve Tag Number ( Curve Table) ' 36 "R P lNV ll~f: X66:58. _ . 3: 76.E
_ lNV 0 T.• 166.37..
760 7 60 a~
ce .s ~ 5 6•
0 _ _ _ w b°
Q _
0 755 ~y 755
N O o ~ _ 1:; r
~ Curve Table: Alignments N ~B ~6 / ~ 6~ G p~~ _ . SSMH 4
~ ~p STA: 17+ 4.13 (0.94R) _ _ _ . _ _ _ _ -TOP: t63. 8 _ . _ _ _ P. y 105.93,
Curve # Chord Bearing Chord Distance De/ta Radius 750 7 50
3 C12 N57' S7' 10.84"W 726.367 d = 31.8897 230.000 ~ lNV OUT. 153.00 y..~~qo . _ _ 5.99,9. _ _
_
C13 N36' 45' 56.33"W 42.031 d = 10.4851 230.000
C14 N41' S8' 24.46"W 83.436 d = 20.9007 230.000
C15 N6' 43' 10.68"W 85.453 d = 15.1086 325.000 7 45 745
C16 N2' 25' 41.77"E 172 439 d = 33.4044 300.000
Q C17 N2' 04' 41.52"W 116.189 d = 24.3915 275.000
i 3 C18 N3' S3' 19.62"W 81.119 d = 20.7703 225.000 THESE DOCUMENTS ARE INSTRUMENTS
~ 40 OF SERVICE AND AS SUCH THESE
N C 19 N 1 ' 02' 09.68 "E 28.547 d = f 0.9207 150.000 0 7 40 DRAWINGS, DESIGNS, AND DESIGN
C20 N20' 35' 25.91 "E 82.504 d = 21.1290 225.000 CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
- C21 N8' 15' 40.31 ' E 13.859 d = 3.5296 225.000 OR DUPLICATE THE DRAWINGS OR
0 0 DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
c
c c 735 735
DATE Z/12/07
0 N ~ O DRAWN BY ; RVM
v ~ ~ ~ ~ ~ ~ ~ ~
J IJOB NO. :0001.0001
O
W N 20+00 19+00 18+00 17+00 76+00 )0 75+00 14+00
SHEET NO.
r--
0 0 0 3.4
0
0

i
l 1 b
~ ~ C
. n i ~ i 4 t ~ ~ I . ~ ` i , ~ ~ 1 1 ,5 , ~ , y ,1. ` ~ ' t
~ N ~ o i, ; , co ,~h o ~ o G
, O ~ ! ~ V ~ N ~ ; ~ ~ •~4 , V) z
{ ;d~ o ~ ~ ~ j R 0
cn ~ti 1..: i i. y 1 ~ 3 'i~'~
7. O ~ \ ~ ~ 14 1 1 w
, , ~
4~ 13 +66 ti i'•, l~ ` ~
S >11 45 H 4 ~1 ' ~ ~ r 1 ~ ~ ~ l 1 , ,:y
CB 4 ' , iy , . ~
' ~ , + . . , 1
~ I. r . ; . , . / . P. r . - C. o ~o 1 ~ 4. w
M' 13 r~ ~ fp r . 5, 9 . 2 i , ` 1 ~
, . ~ ~ ~ . ~ , ~ ~`t a
~ ti ....r._~ 'i ~ bi,
. 1 W CB 9 l CB 9
~ , ~ { 1. ~ 0 z
/ ~ 1 - . „ r S SS ~ f r4 , ,
~ : ~ o ~ ~ oo ~ . f 0 ~ . ~ . 4
~ ~ ~ , . , ~ y F ~ 4 ,r- 'iJ
N~~N _ M ~ f ~ ~ . S V O 4 Za ~i jN CARD N o°°°oooooo° Ale SS oo/
~ ..V., ~ . ~ ~ ~ 4. Z . . r V 1 w~~ 1 © O ~ ~oo Ok ~Q,~ 007 00
~ . .i~-....,. 1 D W../ ~ ~ i ? w,; _ 1 i o Q~ O r o SEAL < o mum
O . .r„~,,? ..,g, , f ~ ~ o 1 ~ O ~ ~ O two lro 0 19821 0 4aft
i ~ . o ce ~ o r 2+ 0 0 ~ r f CB r4 + ~.n ,.,t O r 1 ~ 'J\ ,00 %
" , . j ? / ~ ~ .6 C. ~ ~ FNG I~ ` oo°° 000 000000
C r , ,°j u 1C .CB 7 ~ ~ C r _ B 2 RIG
~ CD 1 . i 1 ; S ~ ~ ~ o ti 1 ,t. ^11 tt
. r....~ o z _ ~ _ ....a. „ ~ ~ 5 ~ , ~ `1`° r1 ~ ~t V i, ,l
~ D. co 1 ~ J „ , ~ J ti w . .
~ Water Main Le4end: fr ; .r 4 1 ;rl . , 4'+1 1 M1'. r~~, C 4 ~ 1
. Q ~ + . ; r,_, . + w., 'F~ X 0 V
r ! t ~r. ~ ~ „ , i r.-. i V .....y
~ 1 + 0 ~ 1 , . ' O Q Y . ~ + 1 , i J ~ r i~ ` `•ti 0 z
_I rr...r,•^ , ti t r4
If ~ O - ,1 ~ D 102 i /
8"x6"x6" Tee w/ , 1 + ~ ~ \ C 9 0 i
(1~ 8" Gate l/alves . i L ~ , ~ .V.. ~ ~ . 1 . ~o L C s C~ ~ a
(2) 6" Gate Valves o ....r i. x _ S C O " \
fi i' ~ r.:> I ~ ,f co ~ ( . 'A ~ ~ _ ~ ~ a~
~2 6 "x6 "x6 " Tee w/ r+ ; , Q ~ ~ N
(3) 6" Gate Va/ves ;~~f 1 \ ~ -o ~ 0
~3 6'x6" 90° Bend r r _r 1: ~ ' i .'..---a ~ ~ J
(7) 6" Gate Vo/ve i , + / r Q B ~ i i ~ ~ ~ ~1 , ~ ~ ~ ~ 1,..~.
~4 11 ' ELBOW ~ ~ `1;'~ ~ a + o ~ ~ c ~ ~ ~ , ,
. l f ; r ~ SAA ,J ~ , . / U ri . B 9.. a o. . o
~ . o . . , . ~ ...r.' .,r . ~t. w
~5 22' ELBOW ~ _ 45° ELBOW i' i ,4 :w ~ ~ + ~ I f r ~ o l n _w.. ~ N
' / f1 9 O l L
v
O ~~~X~~~X8~X8~~ CI"OSS
(7) 70" Gate Valve a
(2) 8" Gate I/alve Sca/e Horizontal Sca/e 1 "=50~ N ~
(7) 8'x6" Reducer
Vertical Scale 1 "=5'
08 10"x10"x8"x8" Cross
(7) 10" Gote I/alve 0 U
(2) 8" Gate Va/ve 205 205 a 0
_ _ _
0 ti
_ _ _
_ _ _ _ _ _
200 200 W co c"~ C~2
f11 0 ~D m CO R2 -
W ~ Lo
z~N o
H/GH PO/NT FA =1 +61.28- _ _ _ _ LEGEND fs'' U cfl
795 - 795 cn-z
Pur sra ?~oo,oo _ _ Buffer Zone 1 cr) x ~ ~ U
PVl ELEV 783.765
A. _ K = 3:555 , _ _ ~ _ _ 200 VC _ . ~ Buffer Zone 2 i~ ~r
_ _ _ ~ _
790 90 - - - - - - Easement
o°
_ o.~ _ _ °o Building Setback o_ ~ _ _
_ OcV p~_ _ ; . o ~ - - Vy-~-~y- Water Main & Valve s~ a~
T O _ _ ~p o~p _ ~ _ -~FH _ _
n Q ~ r,~
7 85 ~ ~ 6:009 _ _ _ _ _ ~ W 7 85 z Hydrant w/ Valve . _ ~ O Air Relive Valve
d _ _ , W ;105.46'
N ~,41q _ W ~u 78"RCP _ c~ Sanitary Sewer Manhole
CB 15 3.279'. _ _ _ _
Curve Tpb/e: Alignments 80 ~ Catch Basin or Drop Inlet
o Curve # Chord Bearing Chord Distance De/ta Radius 8~ CB 14 _ 3' Minimum _ CB 101 -2.0 6" PVC SDR-21 _ _
Class .200 _ _ 34..51 6.0090 Flared End Section
~ C12 N57' S7' 10.84"W 726.367 d = 31.8897 230.000 rn 15 "RC _ x_0:5 9'
o~ Cf3 N36' 45' 56.33"W 42.031 d = 10.4851 230.000 _ CB goo _ _ _ • Sanitary Sewer Clean Out ~ w
3 CB 703_
~ C 14 N41 ' S8' 24.46 "W 83.436 d = 20.9007 230.000 7 75 4 ~ 47, ~ . 0 99% _ . STA;.1 # 8 .92 :-(O~ 1.OR) _ _ ¢ ,o ff 7 75 ~ water Meter
C15 N6' 43' 10.68"W 85, 453 d = 15.1086 325.000 . TOP: 182.73 ' 60~ ..35.;00' _ _ 2,_0 _ 24 "RCP Water Main Labei (See
e~ C76 N2' 25' 41.77"E 172.439 d = 33.4044 300.000 _ . _ _ lNV OUT.•...~.78.68 1.069 _ Water Main Legend)
a C17 N2' 04' 41.52"W 716.189 d = 24.3975 275.000 . _ _ _ _ _ _ ~ Road Curve Tag Number i
' , 70 (Curve Table)
o C 18 N3' S3' 19.62 °W 81,119 d = 20.7703 225.000 n. 7 70
rn C19 N1' 02' 09.68"E 28.547 d = 10.9207 150.000 _ 24. RCP. ~ 8.019
N CZO N20' 35~ 25.91'E 82.504 d = 21.1290 225.000 _ _ _ 5 _ ID 0 op Ma _ . SSM! ~ op Manhole _ . . THESE DOCUMENTS ARE INSTRUMENTS
SSMH 20 _ _ _ _ _ OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
J C21 N8' 15' 40.31 "E 13.859 d = 3.5296 225.000 _ _ _ _ _ TOP.' J 765 .50 (0.86R) TOP.' 177.84 _ CONCEPTS PRESENTED REMAIN THE
PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
0 c lNV OUT.• 16 our. ~s~.oo ~ 765 DESIGNS ONLY WITH THE ENGINEER'S
L C _ WRITTEN APPROVAL.
c
`o z DATE 8/4/07
c 760 760
c~ J DRAWN BY : RVM
J ~ o cn n., ~ N ~ 0(~ inR yin •nnni nnni
v I V%./LJ I V 0 VVV1I%d I
W ~ co ao~N/y~ ~N(y~ ~O/yV A l~ `V ^ "V A "
N A A A A A SHEET NO.
O O 0+00 1+00 2+00 3+00 -00 4+00 3.5
O O
O O
N

i
N.C. Crtd North

~ l / ~ / _ / ~ l u~ f PC-~ std
r J,r / / / •~s _ ~ l ~C~ I ¢ ~0 z 0
~ / " ~ L o ~ ~ , , _ ~ I U
/ L~ / ~ _ I
/ ~ _ _ o ~ + w
i I
~ _ ~ / / / t I 1 'Q ~
y ~ ~ i
1/,r~,/ _ ~f.. + N ~ ~ ~ 1 o
~ ~'r. / F~~.~f.,
w
• •t~~~ O `A,' i ~ ~ 'Y C v LEGEND JD Q
/ t ,t \ ~ 1 t, O ~ ~ ~ _ 0
~ ~ 0 x ~ ~ c~ Street C o ~n \ ~ ~ 1 Buffer Zon ffer Zone 1
Jl4 1 ~ / X ^i' ~ ~ ~ _ ~o R _ x ~ _ - ~50 Public /w ---~?N- Q
1`f ~ .l^ t ~ l• ! Y o 1 8+ 0 ~ ~ Buffer Zo ~ ~ ~ I ~ pC: offer Zone 2 Z
~ ~ f ~ . ; ~ Q ~ _ a ~ ~ n
~ r' . _r _ _ . +oo ~ Easement 6, _ X / ~ tl isement
.,h j~~,. / _ _ _ _ _ - ~ . , ~ _ _ _ Building S N i r r r r 4f ~H CARq
f ~ ~.5 r Y,.,, s ~ ilding Setback ~o°°°°°°°°°° ° G s S / 0°
r,:' . ti ~ ~ ,~`;..;fi ,Q ~ DO +00 _ W _t~~ - I - W ~ ~ w--N-~y- Water Mai ~ c~ a l ~ fFH ater Main & Valve o QQ- ~r o r
i' i I ^ ~ f . Z - - w ----o W - _ ~ - - w ~ _ U-_~==-= W~ ~ w ~ H~ --Crass 2.~0 - - -SEAL ° o o 0
,e~~ f r ` _ _ _ _ _ w ~ o~ Qi- - _ \ ~ ~ , ~ w ~ ~ 7~9s ~ z Hydrant w . ° ° 19821 ,drant w/ Valve 00 0 ° ~-0 ~
/ ,i :i ~V ~,,f N c?_----'_ V _ o° ° FjyG IN~~°° °
:I` V rfr • (i1 (1~ . m _ . V O Air Relive . 1 r Relive Valve 0000000000
r ~ . J~. , ~A ~V ~z~ p ' =j 8t8B 9f ~ ~ r Sanitary S ~ ~ ~ 't unitary Sewer Manhole
! f % . ` V Q 'J ~ r"~ Y-n *7
~tiy%~ \l .if I • Catch Bas . ~ itch Basin or Drop Inlet
r i .~f ~ 0 o X ~J ~ ~
~ I ~V ~ ~ ~ ~ ~ I ~ r~~~ ~ ~ ~Q Flared En ~ ~ ~ " m I fired End Section
~ ~ ~ ~ I cr, , ; ~ Sanitary S V
r;: o 0 . ~ ~a Enitary Sewer Clean Out 0
. I ~ ~ ~ ~ Water Me ii z ater Meter
. ~ . . J Z ~ I . ~
- - 5Q---~- Water Mai n~` I o ~ ~ ~ Water Mai v ~ ~ ~ i ~ Road Cu (Curare T 275 27 ater Main Label (See Z
0 ~ ~ ater Main Legend) O
r gad Curve Tag Number
:urve Table)
urve a e; rab/e; Alignments
urve or earn or Chord Distance De/ta Rodius
C1 12~ 2 N57 57 10.84 W 126.367 d = 31.8897 230.000 ~ ~ L1J 03
42.031 d = f0.4851 230.000 W
C13 4~ N36 45 56.33 W 275 c-q
C14 8~ N41 58 24, 46 W 83.436 d = 20.9007 230.000 mot- 4~
C15 N6' 43' 10, 68~~W 8 C16 N2' 25' 41.77"E 17 C17 N2' 04' 41.52"W 11 C18 N3' S3' 79.62"W 8 85.453 d = 15.1086 325.000
172.439 d = 33.4044 300.000 W co
116.189 d = 24.3915 275.000 Sca/e o ~ _ _ _ . _ _ _
Horizontal Sca/e 7 "=50' 81.119 d = 20.7703 225.000 2~~ _ _ _ _ _ _ 21 270
Vertical Sca/e 7 "=5" ~ o _ _ _ _
C19 N1' 02" 09.68"E 2 C20 N20' 35' 25.91 "E 8 C21 NS' 15' 40.31'E 1, 230 28.547 d = (0.9207 150.000
82.504 d = 27.1290 225.000 W _ . _ _ _
13.859 d = 3.5296 225.000 ` _ _ . ~ W ~ _ _ SOW POINT S A =6+60.OQ 0 U
20~ - 2 P1~l..SF,q_ . 6+00:00. _ _ _ _ _ 205
0 ti
P.VI ELE1/ ~ .186.000 _ . _
_ CB 90 _ _ ' 0 797 _ _
_ K
230 200 Wco M`Q to o .-i va
_ _ _ _ _ _ _ _ Water Main Lece~ nd: n d: 200 ~ 20 vc 2 3' Minimum ~c9 ~ , O to co cc CQ
_ _ _ _ _ _ _ V%- Lo
_ _ 8"x6"x6" Tee w/ ~g _ _ _ , . _ z
_ _ _ _ 8~, Gate Va/ves eves ° _ . (s,~VCO
225 - 225 (2) 6" Gate Valves Ives 795 ^ 79 ~ _ _ 795 ~ ~z~' o
_ _ _ _ GH POINT ELEV 21.1:.5 9 _ _ _ ~2 6 "x6 "x6" Tee w/
_ _ _ _PVl_ ST,4 = 2+50:00_ _ _ _ (3) 6" Gate Va/ves _ st9~ .,.,pCA m... m _ _ . _ a ~
_ P_~l. ELEV..-...214...614...... _ _ _ . IVeS _.~~o _ _ _ _ _ . w aO ~
A. D. = 03 6"x6" 90' Bend IVe _ _ _ ~ U
220 K = 2i:47o 220 (7) 6" Gate Valve CB 92
_ 790 cs a9 19 790 ~
04 11' ELBOW
_ ____o ~ ~ _ _ _ . _ . _ ~5 22' ELBOW
_ _ _ _ v_ _ _ _ _ 06 45' ELBOW SSMH 18 ~ ~p - 5' 'R~ Drop Monho/e a
STA5+0977 (1:82L _ A ~
275 g _ _ ~ 275 . 7 85 /NV /N: 187.80 'Q~ TOP: 180.07 7 8 ,rocs /NV OUT.° 186:00 - .35:00, _ ~ _ _ CB 88 _ INV .IN: ?74:60. _ . 785 w ~
d C _ _ (7) 70" Gote Valve
N . ao aj + o _ (2) 8 Gate 1/alve ~lVe _ _ _ _ ..1.5'RCP _ _ _ . _ _ _ _ _ _ . . _ _ _.INV_OU_T..~172.20 _ . ~ 1 06% ~ ,S
. (7) 8"x6" Reducer Ive _ _ .0?9 _ _ 60 q
CB 29 ~ W ~7
270 ~S~~r i m ) L ~ ~ » „ „ ~ . ~u_ 08 70 X70 XS x8 CrOSs ;ross ~ 8~ oss c s ' 6, , ~ S _ .moo o.~,~.. _ .__8. p. 180 ~
-6.00! 3.~~q ~ _ _ _____CB rn STA.2+23.12 (0.2 R CB 91 ~__ca 2~ . _ _ _ _ ~ \ (1) 70" Gate Valve
~ _ CB c
ce 2s (2) 8" Gate Valve lV6 CB 87 - - . _ _ _ __...009._. o ~ ~ W
C/ 'O` _
205 -2. o0 0 20 205 775 77 _ 175
_ _ __o. ? _ : _ _ _ .
a~ _ _
p _ _ _ . ~89~ CB 90 35 36
c X2.26. _ _ _ _ _ _ ~s,. _ _ _ . 78 RCP ~ _ sr
° 200 ~ D. 479' 76.90' ~~Jo 200 8"PVC 44.34' STA• 1+16 (0.25R) 770 ' ~8 77 ~ 07% 170
o, _ _ _ 3 _ ~ 4.999 TOP: 209..9 _ ~ _ _ . _ 18 RCP THESE DOCUMENTS ARE INSTRUMENTS
~ 34.5 J _ ~1°~° . ~8"R _ ~Q .e h' ~ 3. _ t . _ 34:'50 _ ~ 5.7~~...INV O(!T.• 2 3.51.. _ _ SOp . OF SERVICE AND AS SUCH THESE
18~~RCP _ _ _ _ DRAWINGS, DESIGNS, AND DESIGN
~ 3.54 _ _ . _ _ _ _ _ a _ _ _ CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
c°_' , 9 5 SSMH 57 ~MH 57 ~ 95 A: 0-1-38.38 (4.87L) 7 65 7 6 760 ~6 165 OR DUPLICATE THE DRAWINGS OR
o STA: 0-I-38 o _ _ _ ` .TOP: 20.7.1. ~ . _ _ I~ INV..IN; J, 9 _ . , P:20.~_~.~.. _ _ DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
V lN;..199.6 128.92' i
lNV OUT.• 1 T V OUT.• 198. 6 _ _ _ _ .1i5"RCP _ _ ---~-t&:499. ,
DATE 8/4/07
~9~ 790 160 DRAWN BY : RVM
J
J Lr) V 444. io LO~ (C) V-- LO LO LO Lr) 00 co -N IJOB No.:ooo .oooi ~
U Lli ti/ o NN LO LO
O 0 N O~ A p p N N d; co ~ A N UN ~ o) °o °o °o 00 1 A
NN NN cVN NN SHEET NO.
c
0 0+00 0 0 1+00 2+00 3+00 4+00 4+00 5+00 6+00 7+00 .8+00 3.6
0
0 0
~i

i
I
u~oN ?~9 ~ N
_
~ ~ t ti'•.. r1 ' •i 1 + ,l . J y : ~ . , . ,
. .,r i '~i . j r ~ f' 1 i r 'I \J . ~ . . , ~ r, h i ; ~f I ~ ticn
r rl I S 1 ~1 ~ r Q
1'y l q Q t + ~ 6
.`\+,i _ AI '.lti, I , r . r--'~"r~ 1 \ 4 , 12 +66. ~ 1D c~ ~ PC. ` w
~~~i~ r 1'S \ ~ e, Gbty~ ~ t +r'~ii$S7 'Ir 1^, J 1 t • J ~ i ~ , SS 1~1 7 , l ~ ~ ~v r
'F!+`" O . 0 ~ ~.,:Ji ...~i X o a , , o ~ ~.....r x ~ . ~ , r ~ . , (
a~~ ;~~~~•w, u,L.~..~l,,rr ~'l '%y 'J .r",~~~ •,P,y r ~ f `~I% r O ' . , ,,f ,
li l~ i. ~j 7 /1 i Q O ~ V v/ . ! ~ ~ ~ i''~, i l' i ~ ~ ~ , i 1.
. . . ~ . . r ~ /V , I'.. u er one h ) ~ , ! _ v ~ 14 f 1 1 ` ,G,, 8 A
, '..J A I ,r~ ~ 9. ` V ti t ~ ~ o ~ - . , . f, , ~ , 4 4 C 8 ~ , W
u er one ~ ; ~ ,rri~ `i r` ~ as•.. t ' i ; . ~ . ~ _ r..,_
. ~ f . ' , f ~ . ent ! , asem J ' ~ r r ~ - , Q
I . , ~ ,I } "ti r ~ ~ \ - _ - ..i~. ~.~..0 ~ 4~r ` _ ~ •••...2 • ( 1 '4'
f . . ui in a ac 1,, ~ ` p '`l. I~ w ' ~ f ti . ~ ` i o o CB , 1 i , ~ 6 , ~ . .
' ~ ~ D 26 J ~ ` Fr •.i i :~j r,. B 26 k ~V 1. ~ T. SMH 15 . y
f {1 .F.. ater ain a ve . ~ . a ~~I~~ / . r. J L V 6 O V
I, ,tit ,'+.i FH , p C, - , ~ ~ ~ .-r' y
ran w a ve ~ ~n>~ , 3 +'~,f I ~~~rr r ~ ' i. ' V ~ o++ T i nl ~ S ; 0 X , . . SSMH 14 1 ~
~~i. 1 v ; +k'. i liv a e free ~Xyh 'l~ I ~ r. 0 0 f . ~ i _ u ' rf *N CA1~ 00.0 00
c~ ',r. i ~ rf ~ , ~ c.,, i r ; ~ r ; 2 R ~ r 0 l~' 0 g, o WOO 0
+ ; ani ewer an o e f.. , , . , , SS u51 N G. w - V ~ P o o 0 4 o ~ . 2 r ~.,,1 ~ i 000 aft 0 SEAL 0 `k
r r..\ I~.,.. F j u .:r, ~ ~ rl r . - t - C F ~,1,,,,. r, ~ r.........,.. ~ ~ , . w ' ~ ~ B 6 , s O 0 .R f 1 f 0 0 = Sam Iwo ,.f
~ c assn or ro n e ~ ~ ~ ~ ~ ~ ,.fir. ; / ~ .r-._..,--.~..,. ;i~.,r.. . r 1 ~ Iwo 0 19821 0 aft `ti i i 0 p ` `'tiff j ~t 0° .
~ ~f,: ;ii' r. r~b ~ ! ~ i \ Flare n ec t ; 0 6 CB Z6-- ~ 0 r OD 2+ 00 SSMH _ V ~ r ~ rr{{ ~ ~ ~i ~ ~h I ;L I~
,,~3ay~. ~ i., ..r, l r ~ , r f J,. SSMH 56 _ i--~ r \ Y V i I I ~ ~ ~ ~ r, 00000000 Z w RI
: Vl ~ r'1 ~ I~ ani a ewer can u ~ ~ / .f ' ~ - A l , ;pedal Sedimen a a
. 1,,;; I N is r `y~ Contr. v 0 ~ r ~ ' l ' Con trol Fen co V
~ti7>r~ a er a er ~,d,~ ins ~ li.~;r : CB 34 ~i, .%~~1;,~ , i~ ~~,,t~~• ~ arm:. ; f, . ` -27 •~~-,.a , f ~ it ` . r ~ M i.., ~ I C ~
' ; 4~,r;~,,, r,ri~.,. ;1, B 2 .~44~ , ; ti rk.,, ; a ; ass 00 . . . t . . . _ • t er ~ ~ p ~ F ^~w 1. , o C. , tea r r f ; . ,
5 r a~n a e ee r ae . 4 4 ~~-~ti 1 r ~ 1 , ~F l ~ S' p X . tr S / 0 i . 4 ~ CJ^ : ~ B ~ ~ h 0 w' ~
n a er ain e e ,r.~r' , li S. l.' '~.,y~~. r ~ I ~ f
oa u rve a u m er , l~z ~ r„,:, ; ~ ~ . I '4' •.~,q. ~ti~ r i ^ ~ ~ l ...,r f i y ~ /mob/ J' r 4 `
urve a e ,.a ~f ~a . ~ ~ ; 7 ' 4 ~ z
3 ,.1 I+^t. r~`r ly'i j' O i ~ ~ I /
w ,r , I 0 ry S~ I t ! V ` + ~ I r : ~ it ~t;~ ~ ; j . O , ~ i 1 ~ ~ 1 i ..~._M. ' o cn , ; ~ Exis f ~n Bosrn 9 ~
~1 Ir ~ f ! ~ y ..N 6h' !V~ ' K`'` I 1 ~ ~ III . Prevrousl A rav d b Y PP: Y ~ ~
~ ~ . o r.}, .r a~~~~ , t~.~' ,tJr~' ` ~-f,.' co , ,N 12 14. 006 ~ , ~ i Con
ca e u ~ L uQ L 245 ?-4
or~zon a ca e ~i ~ - I
er ica ca e - 1
' l . ~ ~ LL c~

N
240
_ _ _ ,40o vc~
_
_ _
2 ~ _ 235
235 N - p ~ ~ ~ l , _ _ p ~ _ o " _ _ _ _ _ .
+.N _ _ _ _ ~ o ~ .
O _ ' _ ~ N
~ W \ _ ~ ~J _ ~N _ _ _ _ _ SOW POINT STA =7+50.OQ U a 0
j j l _ _ _ cri ~i Gi ~i _ _ _ LOW POINT EC V .._....210.708.... _ 2 W _~,u i Pl/l ELEV- 213.19.4 _ _ _ _ _ 230 ~
230 0
3~ Minimum _ _ _ W W . r= CB 76 _ _ _ _ _ ~1, 0, = 0.739'. _ _ _ ' _ _ _ _
_ K 7 .7.733 '
pR~ - 6.00q _ wcc co N
6" PSG ~ _ _ _ _ _ _ _ 6., A _ _ . v
225 g G _ _ _ _ _ _ ~ o. ~ ~ _ 2 _ ~ _ _ _ ~ o _ _ _ _ 225 _ r"- Lo
Water Main Legend: SSMH 56 BOSS _ Z~CQo
CB 34. P ~p°/' . STA 7+99.'5'7 (0:19R) o _ _ _ _
7 8"x6"x6" Tee w/ _2,p _ _ , . _ _ ._._CB 35. _ ~ 5 TOP:229.78. _ _ + ~4 (m X<
(1) 8" Gate Valves 220 -2.009 lNV OUT.• 226.08 SS H 16
g 2 _ _ . _ U ~ ~ o . _ . _ . , . _ _ _ . ' 220 a rn o a v
(2) 6" Gate Valves _ ` _ TOP: ..20..49. ~ INV OUT.• 2 5.20
02 6"x6"x6" Tee w/ dO m ^ N _ CB 74
(3) 6" Gate Valves _ ~ (ij ~u CB 75 ~ ~ _
_ . , . _ 5' 0 Orop. Manhole SSM 55 _ _ . o~a~ ~ Lo a
~3 6'x6" 90' Bend ~ 2 215 co
(7) 6" Gate Valve 275 TOP: 24.47 _ _ _ lNV l :219.29
11' ELBOW
Q~ Q)
22' ELBOW , 270 w ~
45' ELBOW 270 ,CB 77 2
~7 10 "x 10 "x8 "x8 " Cross
(7) 70" Gate Va/ve _..~A ' 9~9
(2) 8" Gate Va/ve _ . _ _ - a
o (1) 8'x6" Reducer 205 2 2-0-5
0 N STA.7+25.75 (1.12L) ,...TOp: 211.91
O ~~~X~~~XB XS~~ Cl"OSS _ _ , . - IlV 1/- lN: 205.60 _ _ . _ _ , _ _ CB 72
(7) 10" Gate Valve ` IN t/ DU T.~ 205.40 i CB
~2~ 8„ Gate 1/alve 2.OOq _ _ . _
2 153.87' 1200
200 _ _
a _ _
8'FVC..___.. _ _ _ _ 4.6290 _ _
a Curve Table: Alignmen is , 95 SSMH 14 195
STA: 8+80.2 1.39L) , _ _T P: 204 a'0 _ _ _ _ THESE DOCUMENTS ARE INSTRUMENTS
Curve # Chord Bearing Chord Distance Delta Radius _ _ lNV _ N; 198.30 OF SERVICE AND AS SUCH THESE
lNV O T• 196.20 65.34' ~ _ DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
c C12 N57' S7' 70.84"W 126.367 d = 31.8897 230.000 J 8'PVC _ _ ~ 4.909.. _ _ _ . PROPERTY OF THE ENGINEER. PUBLISH
~ C 13 N36' 45' 56.33 "W 42.031 d = 10.4851 230.000 _ _ , ~ _ _ _ _ . ,w. _ OR DUPLICATE THE DRAWINGS OR
o C f 4 N41 ' S8' 24.46 "W 83.436 d = 20.9007 230.000 ~ 9 c 190 DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
~ . C15 N6' 43~ 10.68"'W 85.453 d = i5.1086 325.000
~ C16 N2' 25' 41.77'E 172.439 d = 33.4044 300.000 _ _ DATE 8/4/07
c C17 N2' 04' 41.52'~W 176.789 d = 24.3915 275.000
~ ~ ~ o, ~ _ ~ ~ R.S ~ 185 DRAWN BY VM
J l.lO IV 12 JJ Iy.OL YV or.iia u - cv.iiv.i cc./.vvv J of Jvv.:uuui.uuui ~
N C19 N1' 02~ 09.68'E 28.547 d = 10.9207 150.000 Q) N, rn ~co ors ~o N o0CY) r~o ~N porn r~ cp LO N cs,LO c~o0) N~ NcV NN
0 N C20 N20' 35' 25.91 "E 82.504 d = 21.1290 225.000 N, co ~N ~tN~ ~rn ~LO SHEET NO.
°6 NN NN NN NN cVN NN NN Nc^y NN NN NN
L i C21 N8' 15 " 40.31 "'E 13.859 d = 3.5296 225.000 ~ 3.7
0 0
0 0+00 7+00 2+00 3+00 4+00 5+0( 5+00 6+00 7+00 8+00 9+00 70+00
0 0 0
~i

~!J ~ ~J \ , js
\ \ , ' • . ti ~
. , ~ ~ CB 68 , SSMH 9 . < ~Y ~ . , , ,~.;,,r: pis,: L~ ; j
. i ±,r. {r: in,gi~{j,'°' ~ ` ~ ~ r~ j', ~ , ,i
4 \ ,;~N. . : ' r,,,,....... , . ~ , . ~ ; . ~ . r,,. , . . . - r F r
, ~ , a ~ f . . , . , V ! Z
~J~ / \ { ~~~/jG \ \ ~.4`, a , I` y/ (;i , ,t 0
~ ~ CB 69 ''n \ ; rr \ , t` ( ~ , ~ r~ . ` . i ~ ~ ~ ` V)
c < : ; f` I t~ ' i` ~..1 r,, ~~'t i' . ~ { a W
1 ;1' ~ , i., t S', , ~ 6~ ~ ,i ~ i ~ ~ s ~ ~ ~ ~ ~ ;'i ° ! CL
,S , ~ ~ ~ r ~ j° . , , 0 ,i ~ ,
~ ; •9 h r , . ~ Y ' i ~ , a , Y t
/ ~/ti/ity Ease \ ~ E, , O \ ; , ~ t d y,, i f : r J,f j
/ I 't . ~ 5 ;1 i ,i ' A' , r rl f
D! 70 \ ti ~ l O i w 7 ~ \ r~t ~ Si ~ , : 9 t Tr V ; i , \ : ~ ~
n /e 9 ~r, , 7 - , ~ ~ 0 ~ ~ r Li
, 4 , . , ~f . i~ , ` . . y~. ~ , ~ ~ f .f ~ ~ , Q o
\ 9 ~ ~ ~B 69A 1, , ` ; ~A r 4 ;t ? O i - c~. _ ,i p ; R . ~ C• "
_ ~ t. ~ , _ ' ~ ,a ~ - _ ~ 36 CB 53 , j+~,l~ ~ 11 1 tiy, 4 2 CB 2 .E 0 ~ ~ 8
8 ~'VG SD ~ ~ SSMH 22 S . II ~ i f ~ 1 ~ 44. ~ ; o ~z
2 . V B ~ P 10 T, p ~ ~ 21 . y x 7 0 f SS H 12 C S 0 .
4 ~ ~ o SSMH 1 Q o+ o u ~c .9 9 t 1 Tr 1 ion 21 9e . C/ ass
2+49.00 C8 55 . , . , , s r I s Q ~
i t ' , 1 i.nn . ' .w i ry t. • CB 54 r f gyp, ~~;w. 0 p 1 U ~0 . , . , iµt 1. R / .~i`1~ ~CAO °0° ~
_ 4 , . a ~ ' ~ r~ ' ~ . M'' Y ....~..r j' J` ~ .f1r 1 `f O O of ~ °
f ~ ~c... ~ ~ . , , ~ ~ ~ ; . \ "Y.• ~Y o 4ft SEAL o° r
CBX5 ~ x CB 60; . 7 CB 61 CB 56 S 0 ' CB 59 ~ h - ; ,S 9 t ~ ) 9 ion 54, / :CB 40 ~ ~1 SSMH 13 8 o o 0 19821 0
_ ~ 16+ 9 e ~ : , C. ~ ~ , C , P 0 °
~,.J------. ~ t ; _ . , ~ 7 , s f ~ ~ ~ `'o ~f- °°4%GII4t~°°° Ate`!
- ~~~3 ~ ~ x~.,, 1 ~ ~ ~ , ~ °00°0°0°°° r~ V, Rk r
, 1 ~ c ' • ! ~ i 4.~•. 7 10 0 v,~~_ ~ f - . SSMH 54 ~ S h 9 t , ~~r
~ + ~ ~ f rr ~ ~ pan / ' Y ~i
-1 ~ ff f f ,i ! ~ 9 ~ ~;r.. . } , . ; ' 11 l,.., 1',, ~i ~ i
M.1 {~i ; . Iy ~ k. 1 i f + ~t a
f+ I j ~ "1 { 1 I i b i, 1 , ~ f ~ , JT ~ ~ ~ .
l y b V ` , 1 ~ 4 I I • _ i , o ! i s ~ ` l I . ;i ,.1 t V
~p~ ~ ~7 t , : a . i n~ ~ i V ~ r, Z 1 11
~ P • , , ~ ~ U ' ~ . C ~ Q ~ f t i S~ I' n ~ lt~} , Q'
I, ~ ~ ~ ` i~ O { ~e. ~ _ . _ , . r ,
~ . ! i ~ ~~i l~"~ / wti , ~ ~ ~ , o , ~ 1 o
\ ~ j ~ ' ~ . o . Q
Water Main L egen d: ~ ~ ~ r~~ ~ ~ ~ ~ ~ ~ ~ ~ 4 o , i ~ ~ ~ j 4 ~ r ~ V i
~ 1 f" 'j ~ ~ ~ 1~ t ' r ~ ~1 j'. r r ~ 1 / ~ .F ! ~ ~
0 8"x6"x6" lee w/ ~s 8» Gate Valves _ ~ SSMH ~ 1 ~ ~ ~ I t O ~ , ~ ~ ~ ~
o ~ ~ ~ '9
(2) 6" Gate 1/alves _ ~ ~i . ~ i Sa _ ~ ~ ~ ~ ~ •I( ` I Qa

~2 6 "x6 "x6 " Tee w/
(3) 6" Gate Valves 03
~3 6"x6" 90" Bend ca e ~ N ~
(7) 6 " Gate 1/al ve orizon a ca e - „ , LIB N
er ica ca e = mi . . n
04 11 ° ELBOW
0 22° ELBOW 240 240 W H i
~6 45° ELBOW
~7 70"x70"x8"x8" Cross
(7) 70" Gate Valve 255 255
(2) 8" Gate Volve 235 235 0
(7) 8'x6" Reducer _ _ _ _ U a 0
~8 70"xl D"x8"x8" Cross 0 ti
(7) 70" Gate Vo/ve 2so _ _ _ ' ~ 25o LEGEND
(2) 8" Gate 1/alve 230 230
Bu er one 1 ie 1 W to co CQ
C/20T--q M
_ _ . ~ Buffer Zone 2 ie2 Wc'J~~ -
245 245 _ _ _ _ _ _ Easement Z O
___..._3: 09" 0-4
225 Curve Tab/e: Alignments 225 0 stback O ~ z p~
6 009 - - Building Setback
Curve # Chord Bearing Chord Distance Delta Radius - - . _ _ . _ 02q_ _ . _ _ _ ~,y-.~--~,y- Water Main 8 Val 21.~ o CB 42 3" Minimum 240 -~-FH in 8 Valve a ~ M v
C1 N73' 07' 16.54'E 735. f26 d = 34.1653 230.000
° C8 41 _ _ z Hydrant w/ Valve /Valve f~T-, W Z U
C2 N78' 05' 04.02"E 96.577 d = 24.2390 230.000 220 220 _ Air Relrye Valve Valve Ln ~ a
C3 N75' 46~ f3.12"E 78.339 d = 19.6707 230.000 _ . . _ _ O
C4 S82' 38' 48.93'E 93.891 d = 23.5548 230.000 8,. pVC SDR-21 Class 200...... _ . . ~ Sanitary Sewer M 235 235 ~ ?ewer Manhole co ~ ,PM4
C5 S42' 36' 27.25'E 331.452 d = 56.5239 350.000 _ ~ 6'~ . . _ g"PVC 257.0 _ _ ~ Catch Basin or Dr . ~ Q. 5,19.. _ _ . _ _ _ . .in or Drop Inlet ~
T C6 S4' 34' 39.32"E 425.846 d = 19.5361 X255. o00 2 7 5 °9 275 O 3 Fy4 ~
o C7 S3' 00' 45.25 "W 22.807 d = 4.3558 300, 000 CB 55 40.59' 34.85' i _ . . _ ~ Flared End Sectio d Section
a C8 S45' 10' 20.08"W 327.033 Q = 90.6231 230.000 _ _ _ 15"RCP __f5"RCP... ~ 0.529..... _ _~..0~499 _ _ ? Sanitary Sewer CI .ewer Clean Out
_ _ _ a 3' Minimum 31~j9..
o C9 N74' 10' 31.30"W 121.698 d = 30.6817 230.000 230 230 _ _ _ . _ _ _ . , _ 0 Water Meter ter
C10 N66' 04' 58.25"W 75.594 d = 14.4758 300.000 2 -ce s3 - 270
~-i o Cll N66' 22' 17.02"W 60.253 d = 15.0529 230.000 _ 5~---~- Water Main Label in Label (See -
c _ _ CB 54 __~'J,~ _ 8 ss ~~SOR` Water Main Lege 225 225 ~ Road Curve Tag (Curve Table) in Legend)
N ~7 ~ 21 ve Tag Number
~ _ able) pr_,~ F-~ W
a 205 3 205
_ _ 7.9 , 48' RCP
Curve Tab/e: Alignments '48"RCP. 146.,5 , 41.2 ~.0. 39 L \4001,
0 5' 0 Drop a Curve # Chord Bearing Chord Orstance Delta Radius - s _..S.TA:-.15+85.6.4_. ( ~o C12 N57' S7' 10.84 "W 726.367 d = 31.8897 230.000 ~ o o TO • a 9rop anho/e g"RC _ ~ „0,559:.,., . , S..~H_.~~. _ _ ` p.73~
35.6.4_. (8.19L) _ ` 220 220
TO •214.67 35.00' ~ o 0 N ~ ~ ~ ~ p
L Ci3 N36' 45' 56.33"W 42.031 d = 10,4851 230.000 _..________._.fN.V.lN_2 INV DU • 7 j Ci4 N41' S8~ 24.46"W 83.436 d = 20.9007 230.000 _ _ N.V .!N_ 2Q6..64 _ _ _ _ ~ .3.-719. . ~ ~ ~ ~ ~ ~
V DU • 796.70 ~ O j ~ ~ N N N N N N N
~p 5 . THESE DOCUMENTS ARE INSTRUMENTS
~ C15 N6' 43' 10.68"W 85.453 d = 15,1086 325, 000 i N ~ 0.69% OF SERVICE AND AS SUCH THESE
J C16 N2' 25' 41.77"E 772.439 d = 33.4044 300.000 ~ 95 2+00 7+00 0+00 DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
C 17 N2' 04' 41.52 "W 7 7 6, 789 d = 24, 3915 275.000 7 95 PROPERTY OF THE ENGINEER. PUBLISH
o o o, OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
o C18 N3' S3' 19.62"W 87,119 d = 20.7703 225.000 Ord; o~,o WRITTEN APPROVAL.
C 19 N 1 ' 02' 09.68' E" 28.547 d = 10.9207 150.000 NN NN cvN
0 C20 N20' 35' 25.91'E 82.504 d = 27.1290 225.000 DATE 8/4/07
c C21 N8' 15' 40.31'E 13.859 d = 3.5296 225.000 3+ c 3+ 00 2+ 00 7 + 00 0+ 00 DRAWN BY : RVM
J [/-\n nin nnni nnni
J lium IV V. :000l UUU1
U
L.J N SHEET NO.
3.8
O O O
c- O
CO
IN

i
V !
z 0
Li
Note to Surveyor: Grnd/Rim E/evation is Not Back of Curb E/evation.
w
Note.' Q
Computations for Storm Systems "A'; "F'; and "l" have been 0
inc/uded in their entirety to assist the reviewer in understanding the
overall drainage system. Structure Numbers and System Letters o
should be used to find the. desired information. z
ao°oooo° 0~~
O ° ° °0 'mss
o 0 Q4 0 f
o S SEAL ° o -
0 19821 a 0 00
s~ o° ° ° GIN o
°OO°°°o°O i,~i`r RI
lilt
S stem A From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfalint TotalRunoff AdnlFlow ft ac ac C min min in/hr cfs cfs iA
inlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn From To LineLength Incr.Area TotalArea Run cfs cfs cfs ft/s in % ft ft ft ft ft ft ft ac ac System I 'ea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimU ~ min min in/hr cfs cfs cfs cfs ft/s in % ft ft ft ft ft
CB 17 CB 18 34.85 0.37 0.37 0.75 0.28 0.28 5 5 7.4 2.05 0 0 2.05 2.89 2.55 15 0.2 160.07 160 160.85 160.78 165.25 165.26 DI 102 CB 101 114.17 1.02 1.02 0 2.52 2.84 2.06 15 0.19 155.31 155.2 157.69 157.6 165.26 160.39 CB 101 CB 100 105.45 0.41 1.43 0 1.03 6.47 0.84 15 1 155.55 155.2 157.67 157.66 160.4 160.39 CB 100 CB 103 35 0.35 1.78 0 0.76 11.32 3.96 15 3.Q7 168.69 167.69 169.04 167.91 172.62 172.54 CB 103 CB 99 39.32 0.56 2.34 0 nd/RimUp Grnd/RimDn ,
CB 18 CB 4 56.92 0.1 0.47 0.7 0.07 0.35 5 5.3 7.3 2.52 0 CB 5 CB 4 34.91 0.2 0.2 0.7 0.14 0.14 5 5 7.4 1.03 0 0.55 0.56 0.56 5 5 7.4 4.14 0 4.14 10.02 4.18 15 2.41 180 177.25 180.81 178.42 184.58 ft ft ~
CB 16 CB 7 32.54 0.16 0.16 0.64 0.1 0.1 5 5 7.4 0.76 0 Q.65 0.27 0.83 5 5.6 7.2 5.95 0 5.95 18.99 4.27 18 3.27 17725 173.8 178.18 175.93 180.4 184.58 181.15 V
CB 15 CB 14 34.51 02 0.2 0.64 0.13 0.13 5 5 7.4 0.94 0 0 0.94 4.92 0.77 15 0.58 178 177.8 180.09 180.08 181.29 181.29 CB 77 CB 73 35 0.6 0.6 0 0.65 0.23 1.06 5 6.1 7 7.41 0 7.41 22.62 3.64 24 1 173.8 173.45 175.63 174.94 177.07 0.65 0.36 1.42 5 6.4 6.9 9.86 0 9.86 64.02 7 24 8.01 173.45 170.3 174.56 171.09 177.07 180.4 177.81 177.07 177.33
CB 14 CB 12 40.47 025 0.45 0.64 0.16 0.29 5 5.7 7.1 2.05 0 0 2.05 6.42 1.67 15 0.99 177.8 177.4 180.02 179.97 181.29 182.64 CB 76 CB 75 243.34 0.87 0.87 0 0.65 0.39 0.39 5 5 7.4 2.88 0 2.88 5.98 2.34 15 0.86 207.3 207 208.9 208.83 210.47 ° z 177.07 177.09
CB 28 CB 27 34.5 0.1 0.1 0.64 0.06 0.06 5 5 7.4 0.47 0 CB 29 CB 27 44.37 0.46 0.46 0.64 0.29 0.29 5 5 7.4 2.17 0 0 0.47 19.75 0.28 18 3.54 203.96 202.74 205.21 205.21 207.99 207.99 CB 75 CB 74 34.5 0.6 1.47 0 0.65 0.57 0.57 5 5 7.4 4.17 0 4.17 14.28 4.15 15 4.89 225.9 214 226.72 215.7 229.19 210.47 211.22
CB 27 CB 25 72.26 0.44 1 0.64 0.28 0.64 5 7.2 6.7 4.3 0 0 2.17 25.17 2.41 18 5.75 205.29 202.74 205.85 205.19 209.56 206.74 CB 74 CB 73 130.48 0.32 1.79 0 4.3 15.51 1.37 24 0.47 202.74 202.4 205.15 205.13 207.99 207.91 CB 73 CB 72 149.4 0.11 2.5 0 0.65 0.39 0.96 5 6.2 7 6.68 0 6.68 8.94 3.99 18 0.72 214 213.75 215.43 215.2 217.32 229.19 218.04 Z
CB 33 CB 32 42.9 0.95 0.95 0.64 0.61 0.61 5 5 7.4 4.49 0 0 4.49 14.79 4.36 15 5.24 222.45 220.2 223.3 221.84 225.69 223.7 CB 72 CB 71 35 0.11 2.61 0 0.71 5.57 0.58 15 0.74 220.46 220.2 222.05 222.04 223.7 223.7 CB 71 CB 67 39.73 0.37 2.98 0 5.64 5.65 4.6 15 0.76 220.2 219.85 221.45 221.15 223.7 222.95 DI 70 CB 68 112.87 0.88 0.88 0 0 8.07 16.08 5.23 18 2.35 219.85 219 220.93 220.52 223.28 223.95 CB 58 CB 57 35 0.25 0.25 0 9.76 28.35 6.01 18 7.29 219 212.95 220.19 214.42 223.28 216.71 CB 57 CB 56 247.77 0.26 0.51 0 10.54 24.8 6.36 18 5.58 212.95 202.4 214.19 204.6 216.71 207.91 CB 53 CB 54 34.81 0.22 0.22 0 0 15.52 22.62 5.94 24 1 202.4 202.05 203.8 203.82 207.91 207.9 CB 106 CB 105 31.22 0.83 0.83 0 16.41 42.35 6.01 24 3.51 202.05 195.3 203.48 197.65 207.9 198.99 0.8 0.26 1.21 5 6.4 6.9 8.42 0 8.42 24.15 5.39 18 5.29 213.75 206.85 214.86 208.56 217.32 0.65 0.07 1.67 5 6.8 6.8 11.39 0 11.39 22.65 724 18 4.65 206.85 199.9 208.14 201.11 210.47 217.32 218.07 217.32 211.22 ~
CB 31 CB 32 34.99 0.15 0.15 0.64 0.1 0.1 5 5 7.4 0.71 0 CB 32 CB 34 45.78 0.15 1.25 0.64 0,1 0.8 5 6 7.1 5.64 0 0.7 0.08 1.75 5 7.2 6.7 11.72 0 11.72 48.36 4.81 24 4.57 199.9 198.3 201.11 201 203.56 210.47 203.62
CB 34 CB 35 36.23 0.55 1.8 0.64 0.35 1.15 5 6.2 7 8.07 0 0.6 0.22 1.97 5 7.4 6.6 13.11 0 13.11 34.97 4.17 24 2.39 198.3 197.35 200.74 200.61 203.56 203.56 203.62
CB 35 CB 26 82.99 0.39 2.19 0.64 0.25 1.4 5 6.3 7 9.76 0 0.55 0.48 0.48 5 5 7.4 3.57 0 3.57 17.35 3.75 15 7.22 208.15 200 208.91 202.53 213 203.56 204.81
CB 26 CB 25 189.13 0.2 2.39 0.64 0.13 1.53 5 6.5 6.9 10.54 0 0.7 0.18 0.18 5 5 7.4 1.29 0 1.29 5.46 2.1 15 0.71 229 228.75 230.01 229.53 233.6 0.7 0.18 0.36 5 5.6 7.2 2.57 0 2.57 17.76 7.15 15 7.57 228.75 210 229.39 210.32 233.64 213 208.56 233.6 234.39
CB 25 CB 24 35 0.34 3.73 0.64 0.22 2.39 5 8 6.5 15.52 0 CB 24 CB 22 192.52 0.23 3.96 0.64 0.15 2.53 5 8.1 6.5 16.41 0 0.75 0.17 0.17 5 5 7.4 122 0 122 12.48 0.99 15 3.73 204.3 203 205.62 205.6 209.07 233.64 218.04
CB 22 CB 23 34.99 0.1 4.06 0.64 0.06 2.6 5 8.7 6.3 16.44 0 0.7 0.58 0.58 5 5 7.4 4.29 0 4.29 10.21 4.23 15 2.5 229.53 228.75 230.36 230.12 233.43 209.07 209.07
CB 23 CB 13 19621 0.27 4.33 0.64 0.17 2.77 5 8.8 6.3 17.46 0 0 16.44 20.94 5.87 24 0.86 195.3 195 196.86 196.82 198.99 ~gg.gg CB 105 CB 104 91.28 0.65 1.48 0 17.46 49.11 6.34 24 4.71 195 185.75 196.48 187.65 198.99 ~gg.g CB 104 CB 62 230.13 0.87 2.35 0 19.05 51.05 6.69 24 5.09 185.75 177.4 187.3 179.45 189.9 182.64 CB 64 CB 63 37.2 0.55 0.55 0. 0.7 0.46 1.04 5 5.1 7.3 7.59 0 7.59 17.99 6.41 18 2.94 228.75 226.07 229.8 226.95 233.52 233.43 233.52
CB 13 CB 12 163.92 0.5 4.83 0.64 0.32 3.09 5 9.4 6.2 19.05 0 CB 12 CB 11 33.71 0.36 5.64 0.64 0.23 3.61 5 9.8 6.1 21.88 p 0.7 0.61 1.65 5 5.5 7.2 11.86 0 11.86 40,75 5.71 24 3.25 225.47 218 226.69 219.3 231 0.75 0.41 0.41 5 5 7.4 3.04 0 3.04 6.26 3.34 15 0.94 223.93 223.58 225.15 224.68 2~8 R~ 233.52 231 >mq 231 225.41 P4 m
r~Q roan ~ n~o c n~ - 0 21.88 32.59 7.45 24 2.08 a ~~a ~ ,moo r,~ A70 GA ,e., DI 163 DI 162 92.39 0.1 n ~ nR nnR nnc e ~ _ )28 Al ~':)a 7a -.4 w
~ , v.oi u.o4 u. :~./ti 5 g g 6 22 7 0 CB 10 CB 9 33.41 0.11 5.98 0.64 0.07 3.83 5 10.3 6 22.79 p . ~ ~.~Y ioc.o~ ICSL.n4 DI 162 DI 161 168.57 0.13 023 4 22.7 24.51 7.71 24 1.17 176.7 174.69 178.39 176.58 182.64 178.61 ~ ~ i.4 U.44 v 0.44 16.22 4 15 6.31 249.6 243.77 249.87 243.91 252.01 0.6 0.08 0.14 5 9.3 6.2 0.85 0 0.85 11.51 2.05 15 3.18 242.16 236.8 242.53 237.46 246.27 252.01 246.27 r^
CB 9 CB 8 148.05 0.24 6.22 0.64 0.15 3.98 5 10.4 5.9 23.64 0 0 22.79 39.13 8.39 24 2.99 174.69 173.69 176.38 175.24 178.61 178.61 DI 161 DI 160 131.84 023 0.46 0 23.64 87.36 5.5 36 1.72 173.69 171.15 175.24 173.21 178.61 176.27 DI 160 DI 159 160.98 0.17 0.63 0 0.6 0.14 0.28 5 12.8 5.5 1.51 0 1.51 10.45 2.48 15 2.62 236.8 233.35 237.29 234.25 239.32 246.27 239.32 O
CB 8 CB 7 112.63 0.38 6.6 0.64 0.24 4.22 5 11.2 5.8 24.42 0 0 24.42 128.94 10.23 36 3.74 171.15 166.94 172.73 167.83 176.27 172.54 159 DI 158 69.11 027 0.9 0 0.6 0.1 0.38 5 14.2 5.2 1.98 0 1.98 8.82 2.91 15 1.86 233.5 230.5 234.06 231.39 236.05 ?39.32 236.05 ~ ~1 rn
CB 7 CB 6 111 0.27 7.03 0.64 0.17 4.5 5 11.8 5.7 25.51 0 0 25.51 39.53 5.14 36 0.35 161.94 161.55 163.82 163.65 172.54 166.84 DI 158 CB 157 81.57 0.04 0.94 0 0.6 0.16 0.54 5 15.6 5 2.72 0 2.72 9.19 3.57 15 2.03 230.5 229.1 231.16 229.97 233.23 ?36.05 233.23
CB 6 CB 4 106 021 7.24 0.64 0.13 4.63 5 12.3 5.6 25.81 0 CB 4 CB 2 108.27 0.3 8.21 0.64 0.19 5.31 5 12.8 5.5 29.11 0 0 25.81 163.24 5.57 36 5.99 161.55 155.2 163.17 157.46 166.72 160.39 CB 157 CB 63 73.06 0.26 1.2 0. 0.6 0.02 0.56 5 16 5 2.81 0 2.81 7.99 3.39 15 1.53 229.1 227.85 228.77 22g,gg 23q 0.75 0.2 0.76 5 16.5 4.9 3.73 0 3.73 15.61 3.87 15 5.84 227.85 223.58 228.62 224.79 234.21 ?33.23 234 w 234 234.85
CB 2 8X8 JB 113.77 0.3 8.51 0.64 0.19 5.51 5 13.3 5.4 29.73 0 0 29.11 164.04 6.05 36 6.05 1552 148.65 156.92 150.89 160.39 154.84 CB 63 CB 62 75.79 0.08 1.83 0 0.8 0.06 124 5 16.8 4.9 6.01 0 6.01 29.74 4.29 18 8.02 223.58 217.5 224.52 219.34 229.79 ?34.21 230.36 a
0 29.73 80.32 8.62 36 1.45 148.65 147 150.39 148.29 154.84 150.42 CB 62 CB 61 152.42 0.72 4.9 0 CB 125 CB 126 34 0.26 0.26 0. CB 134 CB 133 164.8 0.64 0.64 0 0.6 0.43 3.31 5 17.2 4.8 15.97 0 15.97 69.52 5.9 24 9.45 217.4 203 218.82 206.12 225.32 ?29.79 225.32 ~ V
0.85 0.22 0.22 5 5 7.4 1.63 0 1.63 6.55 1.33 15 1.03 203.2 202.85 206.96 206.94 210.38 '25.32 214
CB 150 CB 135 32.9 0.18 0.18 0 DI 149 CB 136 89.52 1.07 1.07 0. 0.7 0.45 0.45 5 5 7.4 3.3 0 3.3 182 7.85 15 7.94 246.16 233.07 246.89 233.43 247.46 0.8 0.14 0.14 5 5 7.4 1.06 0 1.06 10.38 0.87 15 2.58 231.47 230.62 233.43 233.42 236.14 10.38 210.38 '47.46 240.53
0.55 0.59 0.59 5 5 7.4 4.34 0 4.34 14.78 4.27 15 5.24 238.64 233.95 239.47 235.19 243 '36.14 236.15 0
CB 148 CB 138 33.96 0.43 0.43 0. CB 144 CB 143 132.93 0.53 6.53 O. CB 143 CB 142 70.98 0.53 1.06 O. CB 142 CB 141 47.23 0.27 1.33 O. CB 147 CB 145 33.3 0.11 0.11 0. 0.75 0.32 0.32 5 5 7.4 2.38 0 2.38 6.56 2.06 15 1.03 240.66 240.31 241.7 241.67 24526 243 238.82 v
0.65 0.34 0.34 5 5 7.4 2.54 0 2.54 7.92 3.2 15 1.5 253.37 251.37 254.01 252.4 258.31 :4526 245.3 0 '58.31 256.1
0.65 0.34 0.69 5 6.1 7 4.84 0 4.84 12.21 4.07 18 1.35 251.27 250.31 252.11 251.44 256.1 0.65 0.18 0.86 5 6.5 6.9 5.97 0 5.97 10.91 4.38 18 1.08 250.21 249.7 251.14 251.04 254.95 256.1 254.95
0.8 0.09 0.09 5 5 7.4 0.65 0 0.65 10.13 1.32 15 2.46 251.97 251.15 252.88 252.36 256.11 '.54.95 254.55
S stem F CB 146 CB 145 84 0.48 0.48 O. CB 145 CB 141 112.84 0.48 1.07 O. 'otalFlow GapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimU Grnd/RimDn CB 141 CB 140 32.79 0.51 2.91 O. cfs cfs ft!s in % p CB 140 CB 139 56.93 0.22 3.13 0. 0.65 0.31 0.31 5 5 7.4 2.3 0 2.3 12.66 2.91 15 3.85 254.38 251.15 254.99 252.31 256.34 56.11 255.66
From To LineLength Ina~.Area TotalArea Runoff~oeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AcInlFlow TotalFlow 0.65 0.31 0.71 5 6 7 5.01 0 5.01 11.9 3.88 18 1.29 251.15 249.7 252 251.09 255.66 56.34 255.66 55.66 254.55 (s1 Cp co N
ft ac ac C (min min inlhr cfs cfs cfs 'ft ft ft (ft R 'ft CB 139 CB 138 166.45 0.04 3.17 0. 0.65 0.33 1.91 5 6.7 6.8 13.04 0 13.04 34.43 5.66 24 2.32 249.35 248.59 250.63 250.09 254.55 0.8 0.18 2.08 5 6.9 6.8 14.16 0 14.16 29.98 6.45 24 1.76 248.39 247.39 249.72 248.7 254.55 54.55 254.55 ~ ~ ~ ~
GE 51 CB 50 34.23 0.83 0.63 O.GS 0.41 0.41 5 5 7.4 3.Q2 0 3.p2 CB 43 CB 39 34.48 0.22 0.22 4.7 0.15 0.15 5 5 7.4 1.14 0 1.14 3A2 11.OA~ 3.38 15 2.92 200 199 280.7 200.27 204.87 204.87 CB 138 CB 137 36.38 0.08 3.68 0. 0.8 0.03 2.12 5 7.1 6.7 14.25 0 14.25 46.52 6.14 24 4.23 247.04 240 248.38 241.44 253.46 54.55 253.46
C642 C641 34.35 0.23 U.23 0.75 0.17 0,17 5 5 7.4 1.27 0 1.27 1.14 X1.82 1.13 15 4.58 233.7 233.5 234.57 234.56 237.3 237.37 CB 137 CB 136 98.14 0.03 3.71 0. 0.8 0.06 2.5 5 7.7 6.6 16.43 0 16.43 61.96 7.43 24 7.5 239.6 236.87 241.04 238.11 245.3 53.46 245.3 W c\2
C B 41 CB 4Q 41.29 0.23 0.4G 0.75 0.17 0.35 5 5.6 7.2 2.48 0 2.48 1.27 4.51 1.04 15 0.49 236.G4 236.47 237.84 237.83 244.82 240.72 CB 136 CB 135 89.2 0.23 5.01 O. 2.48 4.61 3.18 15 0.51 236.47 236.26 237.63 237.1 240.1$ 240.2 CB 135 CB 133 48.94 0.15 5.34 O. 2.61 7.82 3.25 15 1.47 236.26 233.5 236.91 234.53 240.2 237.37 CB 133 CB 132 33.99 0.24 6.22 0. ~F•18 ?8.88 3.43 18 7.56 233.5 220.55 234.28 224.81 237.37 234.85 CB 132 CB 131A 121.87 0.29 6.51 0. 0.33 6.54 0.27 15 1.03 220.9 220.55 224.81 224.$1 234.17 234.21 CB 131A CB 131 106.59 0.04 6.55 0. 3.51 14.07 3.82 15 4.75 240.4 230.4 241.15 231.5 248.7 236.64 CB 131 CB 130 11926 0.06 6.61 0. 8.27 38.17 3.89 24 2.85 230.2 227.6 231.22 230.25 235.91 234.55 CB 130 CB 129 32.47 0.06 6.67 O. 2.11 7.11 1.93 15 1.21 245.2 244.8 246.11 246.12 248.32 249.32 CB 129 CB 128 154.66 1.05 7.72 0. 2.49 13.41 4.47 15 4.31 255.? 250 255.83 250.62 262.14 .254.88 CB 128 CB 127 125.27 0.74 8.46 0. 4.77 22.58 3.89 18 4.63 249.5 244.85 250.33 246.09 254.88 249.86 CB 127 CB 126 159.8 0.4 8.86 0. 9.06 44.72 6.83 24 3.91 244.7 239.12 245.77 239.86 249.32 243.18 CB 126 CB 61 52.44 0.38 9.5 0. 13.11 55.9 4.95 34 1.8G 238.3 237.7 239.51 239.18 243.18 243.19 CB 61 CB 60 36.84 0.72 15.12 0. 14.5 64.57 5.13 30 2.48 237.5 235.6 238.77 237.17 243.19 238.39 CB 6Q CB 54 48 0.88 16 0. 18.38 11~i.61 5.28 36 2.95 235.4 230 236.77 231.63 24Q.71 235.02 CB 54 CB 55 146.59 0.24 16.46 0.6 0.8 0.02 2.53 5 7.8 6.5 16.51 0 16.51 42.28 6.04 24 3.5 236.37 232.94 237.81 234.96 242.38 >_45.3 242.38 z E-q O 42.38 238.82
CB40 CB 39 188.49 0.43 0.49 O.S 0.02 0.37 5 5.9 7.1 2.61 0 2.61 CB 39 CE 3$ 171.21 4.14 0.^05 0.75 0.11 0.63 5 7.4 6.7 4.18 0 ~F.18 0.65 0.15 326 5 8.2 6.4 21.05 0 21.05 35.68 7.2 24 2.49 232.84 230.62 234.47 233.42 238.82 0.65 0.1 3.51 5 8.4 6.4 22.4 0 22.4 48.61 4.71 36 0.53 230.32 230.06 233.02 232.12 236.15 38.82 236.15 O cn
CB 37 CB 38 3A~.11 O.A6 Q.06 0.75 4.45 O.Lt5 5 5 7.4 0.33 4 0.33 0.7 0,17 4.12 5 8.7 6.3 26.05 0 26.05 154.33 6.55 36 5.35 229.96 228.14 231.59 229.81 240.53 36.15 238.13 Z ~
DI 119 CB 118 210.6G 0.68 Q.68 0.7 0.48 0.48 5 5 7.4 3.51 0 3.51 0.8 0.23 4.35 5 8.9 6.3 27.34 0 27.34 98.16 5.94 36 2.17 227.64 225 229.31 227.13 240.53 40.53 240.53 ,~j
CB 118 CB 109 91.29 1.18 1.86 0.6 0.71 1.18 5 6.2 7 8.27 0 8.27 0.85 0.03 4.39 5 9.4 6.1 26.97 0 26.97 106.15 5.89 36 2.53 225 222.3 226.66 224.43 235.69 40.53 232.93 ?-7 35.69 227.8 ;T-q W z ~
06122E CB 122A 33.41 0.44 0.44 U.65 0.29 0.29 ~ 5 7.4 2.11 0 2.11 CE 123A CB 123 120.63 0.52 Q.52 0.65 0.34 0.34 5 5 7.4 2,49 Q 2.4g 0.85 0.05 4.44 5 10 6 26.77 0 26.77 123.66 6.14 36 3.44 222.3 218.2 223.95 220.14 230.91 0.85 0.05 4.49 5 10.6 5.9 26.51 0 26.51 52.34 6.23 36 0.62 217.33 217.13 218.98 218.98 225.89 30.91 222.87
CE 123 CB 122A 100.54 4.52 1.U4 0.65 0.34 4.6$ 5 6 7.1 4.77 4 4.77 0.65 0.68 5.17 5 10.7 5.9 30.37 0 30.37 139.23 6.86 36 4.36 217.13 210.39 218.89 212.24 225.89 0-40 25.89 222.88 O U
C B 122A CB 122 142.75 0.51 1.99 0.7 0.36 1.32 5 6.6 6.9 9.06 d 9.06 0.65 0.48 5.65 5 11.4 5.7 32.42 0 32.42 121.97 6.37 36 3.34 209.89 205.7 211.7 208.04 219.38 ?5.89 216.22 ~
CB 122 CB 121 32.3 1.01 3 0.65 8.66 1.98 5 7.4 G.G 13.11 Q 13.11 0.65 0.26 5.91 5 11.9 5.6 33.32 0 33.32 88.91 6.02 36 1.78 205.69 202.85 207.53 206.62 215.36 0.65 0.25 6.38 5 12.6 5.5 35.19 0 35.19 68.3 4.98 36 1.05 202.85 202.3 206.27 206.12 210.38 19.38 211.09 t~,p 15.36 210 co
CB 121 CE 120 76.65 0.35 3.35 .0.65 0.23 2.2 5 7.6 6.8 14.5 Q 14.5 CE 12Q CE 114 182.$5 O.S6 ~.2 0.75 0.64 2.84 5 $.1 G.5 18.38 4 18.38 0.65 0.47 10.16 5 17.6 4.8 48.43 0 48.43 149.68 3.98 48 1.09 2Q2.3 .201.9 205.86 205.85 213.33 E9 ,P04 10.38 213.33
CB 117 CB 111 37 a.a7 0.07 0.8 0.06 0.46 5 5 7.4 0.41 0 0.41 0.7 0.62 10.78 5 17.8 4.7 51.14 0 51.14 113.56 4.13 48 0.62 201.9 201.6 205.65 205.6 212.21 13.33 212.8 ~
CE 115A CE 115 135.45 0.42 0.42 0.65 4.27 0.27 5 5 7.4 2.Q1 0 2.41 0.41 8.85 0.36 15 1.89 235.5 234.5 236.51 236.51 239.26 240.24 CB 55 CB 56 41.23 0.02 16.48 0.8 0.65 0.16 11.1 5 18 4.7 52.38 0 52.38 106.12 5.01 48 0.55 201.6 200.8 205.12 204.35 209.07 12.21 209.82 ~
CB 115 CE 11~ 33.22 0.42 0.84 4.G5 0.27 0.55 5 6.4 6.9 3.78 I} 3.78 2.41 12.41 3.08 15 3.69 249.5 2~~.4 250.07 245.19 254.27 248.5 CB 56 CB 59 34.79 0.41 17.4 0. 3.78 12.8$ 3.63 18 1.51 244.2 243.7 244.94 244.73 248.5 248.47 CB 59 CB 69A 90.15 0.52 17.92 0.6 0.85 0.02 11.12 5 18.6 4.6 51.62 0 51.62 122.53 4.47 48 0.73 200.8 200.5 204.02 204.12 213.17 0.7 0.29 11.76 5 18.8 4.6 54.36 0 54.36 121.77 4.64 48 0.72 200.5 200.25 203.76 203.9 217.72 )9.07 214.29 ~ •b.V 3.17 218.04 w ~
CB 114 CB 113A 113.42 4.68 1.52 4.7 4.4a 1.02 5 G.7 G.9 7.01 4 7.01 ~ CB 113A CB 113 141.48 0.58 2.1 0.7 0.41 1.43 5 7.5 G.G 9.46 4 9.46 7.01 31.5 4.49 24 1.94 243.5 241.3 244.4 242.57 28.47 246.03 CB 69A CB 69 121.57 0.14 18.06 0.6 0.65 0.34 12.1 5 18.9 4.6 55.72 0 55.72 188.36 4.64 48 1.72 200.25 198.7 203.54 203.62 217.72 7.72 218.41
~ DI 156 D1155 89.45 4.09 O.U9 4.8 0.47 0.07 5 5 7.4 0.53 0 0.53 9.46 39.02 4.26 24 2.98 241.1 236.9 242.19 238.76 246.03 244.54 CB 69 CB 68 50.12 0.36 18.42 0.6 0.65 0.09 12.19 5 19.3 4.6 55.62 0 55.62 145.66 4.92 48 1.03 199.7 198.45 203.17 202.7 213.42 7.72 214.17 ~
DI 155 D1154 92.7 0.13 0.22 d.8 Q.1 0.18 5 8.4 G.4 1.12 4 1.12 0.53 19.71 1.61 15 9.31 255.2 246.87 255.49 247.55 259.6 250.56 CB 68 CB 67 99.51 0.07 19.37 O. 1.12 4.6 2.31 15 0.51 24G.87 246.4 247.3 247.1 250.56 253.23 CB 67 CB 66 34.88 0.3 22.65 0.6 1.69 5.22 2.69 15 0.65 26.4 245.5 246.92 246.36 253.23 248.51 CB 66 CB 86A 145.5 0.46 23.11 0. 2.52 11.45 3.36 15 3.14 245.5 241.5 246.14 242.39 24$.51 244.57 CB 86A CB86 34 0.14 23.25 0.7 0.65 0.23 12.42 5 19.8 4.5 55.99 0 55.99 143.48 4.46 48 1 198.45 197.95 202.6 202.53 209.44 3.42 210.19
DI15~4 D1153 137.53 0.13 0.35 0.8 d.1 0.28 5 14 6 1.69 0 1.69 0.8 0.06 12.96 5 20 4.5 58.13 0 58.13 111.54 6.14 48 0.6 197.95 197.35 201.79 200.55 207.82 0.65 0.2 15.13 5 20.4 4.4 67.19 0 67.19 163.17 7.41 48 1.29 197.35 196.9 199.77 200.02 204.5 19.44 208.56 17.82 204.81
~O DI 153 DI 152 127.33 0.2 4.55 O.a ~.1 G 0.44 5 11.4 5.7 2,52 p 2 52 'o DI 152 D1151 114.52 4.18 d.74 0.8 0.15 0.59 5 12.3 5.6 3.3 0 3.3 0.7 0.32 15.45 5 20.5 4.4 68.42 0 68.42 322.86 7.53 48 5.05 196.9 189.55 199.35 192.65 203.68 14.5 203.98
° DI 151 CB 116A 125.29 0.18 0.92 0.8 4.14 0.74 5 13.2 5.4 3.98 0 3.98 3.3 16.42 3.01 18 2.44 211.5 238.7 242.19 240.13 244.57 241.69 CB 86 CB 85 195.17 0.46 23.71 0.6 3.9~ 8•$ 2.71 18 0.7 238.7 237.8 239.97 239.54 241.69 243.47 CB 93 CB 87 35.36 0.4 0.4 0. 6.5 37.64 2.8 24 2.77 237.8 237.5 239.39 239.09 243.47 243.26 CB 92 CB 89 35 0.65 0.65 0. 6.67 27.9 x.62 ~4 1.52 237.4 236.9 238.95 238.75 243.26 244.5 CB 91 CB 90 117.88 0.59 0.59 0.6 14.55 ?7.46 5.79 24 1.47 236.9 236.2 238.25 237.89 244.54 240.21 CB 90 CB 89 128.92 0.68 127 0.6 14.92 23.54 6.52 24 1.48 236.2 234.8 237.57 236.17 244:21 237.49 CB 89 CB 88 80.94 0.73 2.65 0.6 16.94 106.71 4.99 36 2.56 234.7 230 236.01 231.64 240.24 235.42 CB 88 CB 87 136.65 0.39 3.04 0. 32.45 110.82 6.27 36 2.75 229.1 227.6 230.92 230.03 235.42 234.55 CB 87 CB 85 39.59 0.72 4.16 0.6 0.75 0,11 15.56 5 21 4.4 68.07 0 68.07 423.12 7.46 48 8.68 189.55 186.6 191.99 189.74 195.9 X3.68 195.9 ~
n ~ CB 116A C 6 116 14.83 4.71 1.63 4.7 0.5 1.23 5 1 ~.1 5.3 6.5 0 g.5 0.65 0.3 15.86 5 21.1 4.4 69.18 0 69.18 379.19 7.02 48 6.97 186.6 173 189.06 177.6 194.58 a5.9 193.81
o~, CB 116 CB 113 32.37 0.05 1.68 0.7 0.04 1.27 5 14.1 5.3 6.&7 Q 6.67 0.7 0.28 0.28 5 5 7.4 2.07 0 2.07 10.45 1.17 18 0.99 1762 175.85 178.45 178.43 179.14 0.7 0.46 0.46 5 5 7.4 3.36 0 3.36 6.64 2.74 15 1.06 188.12 187.75 189.9 189.81 191.27 4.58 181.58 ~ 9.14 179.75
CB 113 CB 112 47.49 0.13 3.91 0.7 0.49 2.79 5 14.E 5.2 14.55 0 14.55 3 CB 112 CB 111 129.25 4.13 4.44 Q.7 0.09 2.88 5 14.6 5.2 14.92 Q 14.92 0.65 0.38 0.38 5 5 7.4 2.83 0 2.83 16.45 3.25 15 6.49 206.35 198.7 207.02 200.1 209.51 1.27 191.27
v 06111 CB 110 183.58 0.56 4.87 0.7 0.39 3.33 5 15.2 5.1 16.94 0 16.94 0.65 0.44 0.83 5 5.9 7.1 5.86 0 5.86 18.82 5.26 15 8.49 198.7 187.75 199.67 189.57 201.88 9.51 202.63 1\00A L _j
CE 110 CB 109 54.52 0.65 9.52 O.G5 0.42 G.59 5 16.4 4.9 32.45 8 32.45 0.65 0.47 1.76 5 6.3 7 1222 0 1222 29.41 7.15 18 7.85 187.75 181.4 189.08 183.05 19127 Pim" 1.88 192.02 ~
CB 149 CB 10S 37 0.4 11.7 0.65 0.26 8.03 5 16.6 4.9 39.38 4 39.36 39.36 84.93 6.99 36 1.62 227.4 226.8 229.4 229.37 234.55 234.85 CB 85 CB 84 35 0.37 28.24 0.6 11.28 145.41 6.94 3G 4.73 226.8 220.55 228.85 224.$1 234.85 234.85 CB 84 CB 96A 74.69 0.2 28.44 07 44.5 48.18 7.2 36 0.52 224.55 219.8 223.93 222.39 234.21 231.8 CB 96A CB 96 113.69 0.03 28.47 0.8 0.6 0.23 1.99 5 6.5 6.9 13.73 0 13.73 21.26 7.93 18 4.1 181.4 175.8 182.78 178.43 185.16 0.6 0.43 2.7 5 6.8 6.8 18.4 0 18.4 60.15 5.86 24 7.07 175.8 173 177.9 177.6 179.75 127 185.91 5.16 179.75
~ CB 148 CB 33 132.21 0.44 12.22 0.95 0.42 8.45 5 16.7 4.9 41.28 d 41.28 CB 3^o CB 46A 143.72 0.1 13.23 0.75 0.08 9.2 5 17 4.$ 44,5 0 44.5 0.65 0.24 18.8 5 21.7 4.3 80.73 0 80.73 265.98 6.68 48 3.43 173 171.8 176.85 176.5 181.58 9.75 181.58
i C E 46A C E 4G 149.96 0.19 13.42 8.65 0.12 9.32 5 17.4 4.8 44.65 0 44.65 0.75 0.15 18.95 5 21.9 4.3 81.18 0 81.18 213.51 6.81 48 2.21 171.8 170.15 175.7 175.1 179.85 1.58 180.6
~ CB 46 GB 45 203.G1 a.53 13.95 0.65 0.34 3.67 5 17.8 4.7 X45.81 0 45.81 X4.65 73.07 7.49 36 1.2 219.8 218 221.93 220.7 231.8 226A7 CB 96 CB 97 34.97 0.26 28.73 8 0.8 0.02 18.97 5 22.1 4.3 80.86 0 80.86 188.13 7.02 48 1.72 170.15 168.2 174.2 173.19 177.25 9.85 17725
CB45 CB 44 34.5 0.78 14.73 0.65 0.51 10.17 5 18.3 4.7 47.54 0 47.54 _o CB 44 CB 50 178 0.35 15.08 0.75 Q.26 10.44 5 18.4 4.7 48.6G 4 48.66 G5.81 147.58 7.45 36 4.9 218A608.09 220.22 212.4 226.47 214.36 CB 97 CB 98 126.76 0.58 29.31 0.6 X7.54 107.12 9.86 38 2.58 208.15 207.26 211.51 248.89 214.36 213.52 CB 98 CB 99 91.6 0.02 29.33 0.8 8 2.08 21.05 5 22.4 4.2 89.02 0 89.02 166.28 5.6 54 Q.71 168.2 167.95 172.7 172.68 174.95 0.65 0.38 21.43 5 22.5 4.2 90.36 0 90.36 161.04 6.03 54 0.67 167.95 167.1 172.04 171.58 174.95 7.25 175.69 4.95 175.69
CE 50 CB 49 157 4.09 15.8 Q.75 0.07 10.91 5 18.9 4.6 54.29 4 5Q.29 18.66 14$.46 8.62 36 4.96 206.2 197.38 208.42 199.62 214.34 204.78 CB 99 CB 83 229.93 0.2 31.87 O7 >Q.29 229.29 5.77 48 2.55 197.38 193.38 199.48 197.88 241.76 202.24 CB 83 CB 82 87.17 0.36 32.23 0.6 49.7 104.95 5.98 48 Q.63 193.38 192.9 197.18 195.72 202.24 240.77 CB 82 CB 81 35.48 0.31 32.54 0.6 ~2.6G 257.95 6.56 43 3?2 192.9 188.45 195.45 191.33 200.77 243.5 CB 81 CB 80 112.77 0.04 32.58 0.8 0.8 0.02 21.44 5 23 4.2 89.53 0 89.53 152.39 5.75 54 0.6 167.1 166.55 171.04 171.09 176.12 4.95 176.53 THESE DOCUMENTS ARE INSTRUMENTS
CB 49 CB 48 89.93 0.09 15.89 0.75 U.07 1 Q.9a 5 19.6 4.5 49.7 4 49.7 0.75 0.15 23.01 5 23.3 4.1 95.39 0 95.39 153.46 6 54 0.61 166.55 165.15 170.53 170.52 177.09 x.12 177.65 OF SERVICE AND AS SUCH THESE
" 064E JB 47A 138 1.19 17A8 4.65 0.77 11.75 5 20 4.5 52.66 0 52.6G 0.65 0.23 23.25 5 24.1 4.1 94.74 0 94.74 156.21 5.96 54 0.63 165.15 164.6 170.44 170.23 176.53 7.09 177.05 DRAWINGS, DESIGNS, AND DESIGN 3.53 173.88 CONCEPTS PRESENTED REMAIN THE
° J B 47A FES 47 1 Q5 1.19 18.27 0.65 0.77 12.53 5 20.6 d.4 65.3 p 55.3 i 55.3 260.38 G.11 48 3.29 188.45 185 190.65 189 243.5 185 CB 80 8X8 JB 195.18 0.04 32.62 0.8 0.65 0.2 23.45 5 24.3 4 94.95 0 94.95 180.84 7.61 54 0.85 164.6 164.3 169.2 167.84 173.36 0.8 0.03 23.48 5 24.5 4 94.83 0 94.83 304.3 8.12 54 2.39 164.3 161.6 167.09 165.12 173.46 3.36 173.7 PROPERTY OF THE ENGINEER. PUBLISH
0.8 0.03 23.51 5 24.9 4 94.17 0 94.17 470.68 9.12 54 5.73 161.6 150.42 164.38 1532 168.22 3.46 168.75 OR DUPLICATE THE DRAWINGS OR
c z 3.22 150.42 DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL
0
v
J J DATE 9/5/07
DRAWN BY:RVM
0 W
Q" JOB NO. :0001.0001
c c SHEET NO.
CD CD C 3.9
I

FLEXIBLE SEAL
LID SHALL BE LABELED 'WATER METER' AND MIN. 10 LF DIP WATER MAIN
SHALL BE 'AMR' TYPE WITH METAL FLIP-UP LID AND 2' HOLE FINISHED GRADE CENTERED ON MANHOLE
FOR USE IN PAVED AREAS FOR USE I COAT HYDRANT BONNET AND NOZZLE CAPS
COAT H 'OR USE IN UNPAVED AREAS N- T S' S' DIA. PRE 1. WATER MAIN SHALL BE DUCTILE IRON CONCRETE - VALVE BOX COVER PIPE 10 LF CENTERED ACROSS WITH FIAT MANHOLE. DIA. PRECAST )NCRETE MANHOLE
W/ "ALER W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT VALVE SILVER MODEL #1440 TH FLAT TOP
FINISHED GRADE l~r IN PAVED AREA i<MIN. 2 CAT DEPTH REQUIREDATO FgCI~R ~N z
METER <US GAL,) . FINISHED GRADE INSTALLATION OF AIR RELEASE IN UNPAVED AREA MANHOLE AT HIGH POINT OF LINE. 0
_ ~sr x ~'a" 7" MIN. PUMPING & HOSE CONNECTIONS >
13" MIN. CLEARANCE EQUAL TO COUNTY STANDARD ' BASE COURSE Li
BREAK RING TO BE SET WITHIN 2"-4" r - Of FINISHED GRADE 6" MINA I, _ C FINISHED GRADE ~ EN 2~-~' CONCRETE
MIN. 4' WASHED STONE VALVE 80X / - A TAMPED BACKFILL J ENCASEMENT AT 3.000 P.S.I.
L?CK TYPE 20" MIN. METER
STEP ANGLE CL CHECK BLOCK SUPPORT OR HYDRANT TEE VALVE BOX '
VALVE STONE AS NEEDED ~ ' WATERLINE SIZE VARIES ~ 2'-0' O ,
7r BURY AS ` ' SEE PLANS SPECIFlEU TAMPEO LOCKABLE 24" RING & COVER 3c COVER W D W/ 1" DRILLED ~
?R 1" CLASS 200 . POLYETHYLENE WATER WATER MAW BACKFILL 5' DIA. PRECAST PLAN NCDOT TRAFFlC RATED W/ i" D CONCRETE MANHOLE VENT HOLE WITH FLAT TOP USE STAINLESS STEEL HEXHEAD HEXHEAD BOLTS Q
• ~ SERVICE LINE CONCRETE VA~ CONCRETE THRUST BLOCK VALVE VALVE BOX FLUSH MATH FINISHED GRADE COVER GRADE Q
FINISHED GRADE I
. • . ~ WIDE BODY OR NOTE: DOUBLE STRAP SADDLE 1. MIN. OF 4 C 2. CONC. THRU SQ. FT. BEA REQ'D.). I. OF 4 CU. FT. STONE (MORE IF REQ~O). CONCRETE THRUST BLOCK / ~ CONCRETE ENCASEMENT BLOCKING .
NC. THRUST BLOCK TO HAVE MIN. OF 6 TAMPED BACKFILL J B 1. FT. BEARING ON SO110 BANK (MORE IF AT 3,000 P.S.I.
3. DRAIN HOLES :QED.). GATE VALVE SECTION AIN HOLES ANO FLANGES SHALL BE VALVE SHALL BE PLACED ON THE PLA~1 + ; MANHOLE STEPS
METER YOKE SHALL BE COPPERSETTER CLEAR OF C MUELLER ND. H-1404-2, 4. FIRE HYORAN .EAR OF CONC. WATER MAIN SIDE OF ROAD DITCH :E HYDRANT BARREL SHALL BE PLUMB. 1y~D P. MAY BE USED FOR VALVE BOX PIACE~ 16" O.C EXTENSIONS. 12" MIN. OLE STEPS SHALL BE .D 16" O.C. WHEN
FORD N0. VH-72-7W METER YOKE COMPLETE WITH //67 STONE FILL 3'4" TYPE 304 S.S. THREADED RODS 2. VALVE BOX SHOULD NOT CONTACT DEPTH OF MAN WATER MAIN OR VALVE. 5' MIN. i OF MANHOLE EXCEEDS 5'. ~ ~~'i ~ ~16 CAf~Q ,
DR APPROVED EQUAL FAR DUAL PURPOSE FITTINGS CORP. STEP (4 C.F. MIN.) HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT OR 3. CONCRETE PROTECTOR RING MAY BE USED IN LIEU OF ENCASEMENT IN oF~00°°00°0°00 . o~ ss Doti
3/4' SERVICE "Aqua-Grip" RINGS OR ROMAC UNPAVED AREAS. X00 /C)% -v
PAY ITEM GRIP RINGS MAY BE USED AT JOINTS IN LIEU OF THREADED RODS 24" MAX. o ow Wft 0 SEAL 0
WATER MAIN NOTE; FIRE HYDRANT ASSEMBLY INCLUDES ALL ITEMS EXCEPT MAIN LINE TEE 2" AIR VACUUM/P VALVE (SHORT BO 2" ISOIATiON VAI LVE BOX INSTALLATION INLET PIPING SHA ~ ~ ~ ~y r, ~~z ~ ti~ ~ • SCH 40 SS 316 /ACUUM/PRESSURE RELEASE 0 19821 0 SHORT BODY) 0 o°
1. C?NTRACTOR SHALL PLACE METER BOX IN NON TRAFFIC i00 p00 000 ~
AREA ONLY. Z, PLASTIC METER BOX SHALL BE CENTURY #1015, NDS D1200, 0,00VGIN °00000°
DR APPROVED EQUAL FIRE HYDRANT ASSEMBLY VALVE AND VALVE NOT TD SCALE kTION VALVE AND PING SHALL BE 1
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BMX. 4. METER YOKE TO MUELLER No. H-1404-2, FORD No. SS 316 .9-
VH-72-7W ?R APPROVED EQUAL. NAT TO SCALE f a ' ' t t~ z ~r~ , ~ . TAPPING SADDLE
5. METER TO MEET AWWA C-700-71 STDS. AND SPECS.
MIN. 12" #57 STONE 'ONE
STANDARD A/R SECTION ~,/ANHOLE FOR AIR RELEASE V
3/4~ 1" WATER METER SERVICE DETAIL DR WA TER MAIN
NOT TO SCALE 0 NOT TO SCALE Z
CONCRETE THRUST BLOCK z
AT 45' BEND. SEE THRUST BLOCK DETAIL
FOR DIMENSIONS ~F BLOCK. 18' MIN,
j _ CLEARANCE C/)
CONC. THRUST Q
COLLAR (3000 PSl) 10' MAX. RESTRAINED FLANGE ADAPTER
UNDISTURBED SO/L 4'-0" PR?POSED WATER MAIN "UNIFLANGE" DR EQUAL MJ ACCESSORY K CRY KIT
CONC. THRUST - COLLAR (3000 PSI) N?TE ALL PIPE SEGMENTS LESS H 0
TRENCH Q '°"::;iii; >:~irr~ ~ ~ it:::>;;: • ' • THAN 10' SHALL REQUIRE cto
a "~;:n:•>:::c•:::•>:t:~;•~:":<:;;;;i; WALL ~'a" S.S. THREADED REDS C~NCRE TE DTHRU~ST BL?CK
ANCHOR ;';c;:: :4 MECHAN/CAL - R/NGHOR• '~v ~ ' ~ MA/N RING ' : r ~ MA/N JOINT AT 90° BEND. SEE THRUST BLACK DETAIL EXISTING STORM SEWER 'FIELD L R :LD LOW" GASKET
TAPPED ' : r' PLUG FOR DIMENSIONS OF BLOCK, DR EQUAL EQUAL N
I - Rf1Tl RFC~IJTRFMFNTC
`~`m=I~IT~Iir~' rAMPEo
TRENCH BACKFILL SIDE IlF 45° BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED T
WALL UNDISTURBED SOIL SECTION SIZE 0 PLAN WATER LINE SHALL BE DUCTILE IRON DIP <BE~ ) DIP CPE)
6" 4,328 Z PIPE AT ALL AREAS WHERE MIN 12' N ~
CLEARANCE CANNOT BE MAINTAINED.
8' 7,694 Z INSTALL AT LEAST ONE JOINT CENTERED OVER STORM DRAIN,
SCHEDULE Q 12' 17,312 2 0 U
P/PE D/AMETER CONCRETE THRUST COLLAR ANCHOR COLLAR R/NGS REQUIRED STOR 16' 30,779 4 STORM PIPE O.D. + 3' z 0
• A B C 20" 48,091 6 PROPOSED WATER MAIN EXISTING STORM PIPE 3/4" THREADED TYPE 304 H
6'; 8'; 12" 1'-0" 1'-0" 2" ONE Q 4 0
16" 1'-4" 1'-0" 2" ONE 24' 69,252 g 1 EA, J?INT ?F DUCTILE IRON PIPE CENTERED ?R TYPE 316 S.S. RODS ~ MIN. 4 EA. ti
20" 1'-4" 1'-0" 3" ONE 2a" ~~-a° ~'-o" s" rwo REINFORCING UNDER STORM DRAIN
30" 1'-4" 1'-2" 4 TWO IF TOP DF PIPE IS WITHIN 3 FEET OF
36" 1'-4" 1'-4" 4° TWO GENERAL NOTES B?TT~M OF STORM PIPE. ~8~ M1N.
1 1. REDS AND NUTS SHALL BE OF TYPE 304 ?R TYPE 316 STAINLESS CLEARANCE w co c~ cat U] O r-+ m
NOTE.• 6" TO 16" MAINS - 12-NO. 7 BARS 20" TO 36"' MAINS - 12-N0. 8 BARS STEEL. 2. CONCRETE SHALL NAT CONTACT BELTS ?R ENDS OF MECHANICAL HARNESS RESTRAINT DETAIL N -
JOINT BENDS. NOT TO SCALE Z~~o
BARS PLACED AS SHOWN
VERTICAL BEND RODDING
AND BLOCKING DETAIL No. 5~ WASHED STONE NOT TO SCALE >TONE
THRUST COLLAR INSTALLATION
NOT TO SCALE a x ~
STORM SEW NOTE., SEWER CROSSING DETAILS
NOT TO SCALE U 1.4 0
lltI4
ALL TAPS 2" AND SMALLER SHALL B CONCRETE BLOCKING TAPS LARGER THAN 2'" SHALL BE M NO D/RECT TAPS SHALL BE MADE. SHALL BE MADE WITH TAPPING SADDLE ALL NOTES:
LL BE MADE WITH TAPPING SLEEI/E AND VALICE. 1. TAP ON THE MA/N SHALL BE MADE /N
MADE. THE POSIT/ON SHOWN. 2. LOCATE METER BOX AS SHOWN ON PLAN OR AS DIRECTED IN THE FIELD. W ~
EX/ST. WATER MAIN TAPPING SADDLE SHALL SHALL BE BRASS OR BRONZE FOR "CC" 3. P/PE FROM MA/N TO METfR STOP TO i
THREADS WITH DOUBLE )OUBLE STRAPS, FORD S-90, MUELLER BE LEVEL OR CONTINUOUS UP GRADE.
ti C M J BR2B OR APPROVED E4 TAPPING SLEEVE 7VE0 E4UAL. 4. TOP OF BOX TO BE AT LEAST 10" BELOW ELEVATION OF ADJACENT EDGE
OF PAVEMENT WHEN SET IN TAPPING SLEEVE SHALL BE BRASS OR ROAD/STREET SHOULDER, EXACT 3' ?F 1' RUBBER
~d BRONZE FOR "CC" THREADS, FORD S-70, LOCA710N OF BOX TO BE DETERMINED HOSE CDILED IN BOX MUELLER H-134, JCM 403 OR APPROVED /N FJELD. SET FLUSH WITH FINISH
No rES: EQUAL FOR SDR-21 PVC. GRADE WHERE NO PAVEMENT EXIST.
7. VAL ~E MARKERS SHALL METER B?X FINISHED GRADE BOX
BE PLACED A T R/W. 0 2. LETTERS 'iNV" SHALL
FACE TOWARDS VAL 1/E. CAST IN CONC. &
\ 3. MARKER SHALL HA 1/E FINISHED GRA PAINTED BLACK - ( ~
BRASS OR BRONZE EMBED 3'- 6' TAPPING VALVE WITH VALVE BOX NEW WATER MA/N CLASS 20 I .r,.rll~ ~ ~I~.J.~ x NIPPLE
ON TOP OR SIDE. 4. CONTRACTOR SHALL 4 EA. - #3 REBAR POLYETHYLENE II, LOCKABLE 1' METER STOP ' 1 ~
N STAMP DISTANCE TO (1 EA. CORNER) J
CENTER OF VAL t/E INTO 2~- 6~ CORPOR BRONZE CORPORATION STOP SHALL BE 1' CLASS 200 POLYETHYLENE
EMBED. SQUARE MARKER 5. BLOW-OFF ASSEMBLY WITH BEVELED CORNERS BRONZE WITH "CC" THREADS, SERVICE PIPE, LENGTH AS MUELLER B-25000, FORD FB600, REQUIRED 3
~ SHALL INCLUDE 7 EA. TAPPING SLEEVE + VALVE ASSEMBLY MUELLER JCM 403 JCM 403 OR APPROVED EQUAL ~ THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
MARKER W/ "BO" OR NOT TO SCALE S,S, HOSE CLA ISE CLAM DRAWINGS, DESIGNS, AND DESIGN
J "MV" CAST, NOTE.• TAPPING SLEEVE SHALL 8E CONCEPTS PRESENTED REMAIN THE
FABRICATED OF TYPE 304 S.S. COMPRESSION TYPE PROPERTY OF THE ENGINEER. PUBLISH IN TYPE CONNECTER OR DUPLICATE THE DRAWINGS OR
ANO PR0 SIDE A 360' SEAL AROUND EXISTING P/PE WITH FULL DESIGNS ONLY WITH THE ENGINEER'S
VALVE MARKER DETAIL L CiRCUMFERENT/AL GASKET. DUCTILE IRON PIP E P,V,C. PIPE 1" C?RPORATION STOP AND WRITTEN APPROVAL. !E
~ N?T TO SCALE CCLASS 50 CEMENT LINED) CCLASS 2OO) MIP x COMPRESSION FITTING i' CLASS 200 PQLYETHYLENE SERVICE PIPE
c z NpTE, ALL TAPS TO BE TO BE MADE ~N TOP QUARTER OF MAIN. DATE 10/22/2006
c STANDA ~NDARD WATER TAP DETAIL TAPPING SADDLE DRAWN BY : RVM
v J ninr Tn crei r JOB NO. :0001,0001
W %J "--WATER MAIN
C) w
Q MANUAL AIR RELIEF VALVE ASSEMBLY SHEET NO.
NOT TO SCALE
0 D7
C C
C C
C
N

i
O i
n~ W
i
i I
z 3 o ~
C / w
0 o W O
hie R ~J
IQ)
V)
42 Eosf A e / o HwY ~d n Oc
ZN W ~ ~ o
C l a y t o n ~ o ~ a ~ o 9 l l I ~I 9@b . Q ~ o ~
I ~ i ~
E
o
z
= - SI~Q
~.C,L ,$ItE
, ~P N CAIN o0Opoopo0O~~/
~P p0 ess / ppoo F p-v
o ! p p o
Q o~o o SEAL o
a 19821 0
SECT/~N G • i o0 Qpop
p00 Y `Op ttv. G IN vo 0000000 00
Vicinity Mai lilt
I ~ ? --~f ~ ~ J" r ~ ( i
" ~ N.T.S.
~ ~f ~
r r V
\o
i Z
d a
~ ~ ARE REAT/ON ~ ~ ~ ~ r ~ \ a
r ~ L,-; ~ \ SECT/ON H ~ ~ \
SECTION F ~ i~
, ~ l~
, ~2ti1~ m O ppp' UCD OO
\ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ m Drawing Sheet Index +Mj cd
~ ~ ~ m ~ ~ ~ ~ ~ D w
~ N
Sheet Number Sheet Title
J , ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ o~ ~v
y~ ~ 0 Cover
W~
~ ~ u~~ a,~ ~ ~ ~ 0 m m ~cm~~~ ~ a~ 7.0 Site 0 verall
~ ~ N ~
`-t ~ ~~0 ~ ~ ~ ~ ~ ~ ~ c~ce~~m~ ~ ~ ~ 7.7 Site Sheet 7

. ,~,r 7.2 Site Sheet 2 0
,y m ~ ~ ~ c~ ~ ~ ~ ~ ~ a~ ~ ~ ~ ~ ~ ~ ~ U C O
1\ 7.3 Site Sheet 3
f 1, , ti~~~ ~ _ ~ ~ m ~ ~ O
it V / , / 2.0 Erosion Notes
{ m ~ m
;.r.. ,r~~.~; ~~oct~~~~~ ~ ~ ~ m m 2.7 Grading & Erosion
,,;::y ~ ~ m m
,y co co c\2
~ ,n` ~ Y ~.y'~ .~~5 , 1. ~ ~c~c~~mma~~c~~ ~ ~ / ~ ~K ~ ~ m 2.2 Grading & Erosion J-A
. ~ h, x.,,11 ,,1 ~.,,~~'1; ~ `
~ ~~~~q~ m 2.3 Grading & Erosion J-B fs"~UCO
L ~ 1i~d~ m 2.4 Grading & Erosion J-C ~~7U~Fj 1~N; WA1F
~ SECTION K ,sj f~
~,,,~`ti\1,, 5~ ~ """"~k 2.5 Utility
~1..
~ ..~yu~, ~.lp\ h. , vii ~~Tti~. 2.6 Utility Notes
1: ^ ~ S ` CEMETERY :METERY ~ ~
~ ,v~ ;:z ~ ~;z ~ 3.0 Plan Profile Street G G
~ Q ti, i ~
rn 1 , `•I~~~~"IPni. m 3.1 Plan Profile Street H & l
' t~Yt,, i • 5 ~~r
' I':. l"'~ II'' ~r~I~ m 3.2 Plan Profile Street J & ~ 3.3 Plan Profile Street K & K ~
t ~.1. ~ 0 i~,
o ~
''=,''w . w. l~
ti' Q? ~ 1; Ql ~l
y ~ 3.4 Plan Profile Street K Con m 3.5 Outfall System G & L ,on t ~ -
Y}ti`• r I ~ "`~n `'I ~~~'1i~~ ~a
\v_ 1~yr ~1~1 ~r '^'~~1h~~1. Yry V / yxt. L W
i\,~~r O ~ ' r 'I
O , m 3.6 Storm Table
U 1
C D7 Erosion Details
0 W
C D2 Erosion Details
n v
D3 Erosion Details
THESE DOCUMENTS ARE INSTRUMENTS
.R/OWNER DESIGN EN >t LLC l~ir~ Rlgh t NGINEER D4 Erosion Details OF SERVICE AND AS SUCH THESE
DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
0 PROPERTY OF THE ENGINEER. PUBLISH
J n ~h tmyer D5 Sewer Detials OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
O WRITTEN APPROVAL.
r L L/ • 20072 8450 F-allls Of Neu leUS2 .SURE 306 D6 Sewer Details
'~'J C DATE 9/6/07
T ' Carolir~ a 276 7 9 Raleigh, l~lorth Ca Gary Lynch ~ ~ ~ ~ ~ n Carolina 27613 m D7 Water Details
~ • DRAWN BY : RVM
' U J n_ ~ ~ DS Water Detials I I'Y M A l _ (1 r1 A i (1 A !1 i
J 1JUD iv v. :uuul uuui ~
O (919) 553 W 3-3787
cv SHEET NO.
919 553 ~.3-9970
0
C O
O
O C i
N
.

~ . , V ,
` ~ ~f , 5 r' Pf ' , , s. • , , S. Y ti, r' ft J~
i . ~ r ~
, tti - - ''.fj 1~, S ~ w.,. ,.y ~ ~ r' 4 t,~~t~'r ~ , t}:. ~ ~ ~ I . Q1
l; ' ~ r ..4~,,,,r', r rrri 1 ~a, ,°~~N,'i r.;3.a~i?~4~TrF'1J+r..'%• r'•. .hd.d~ ~ a, y ' ~ J I /Y r' Y y rY~ ,Ir „ ~ ( J~. . • a:, , o • t ~ -
~ ~ r~. J....?,~, . rJ r~ r • ...-...f.,~ , f' Jf' , r.` , ' . ~ „r .w ~ 4J : +n, tires, I ~ - FES 166 ~ Q ' , - ~
: , , i ~ . : V o ~ C. 1
l• t ; . ~ , ~ 1 ~ ' ~ ~ I I A I } ' ~ . 1 t5 c n
• r . ~,.r 'r ' f ~ Z
, t ~ _ , x„~ 1 ~ _O V
l , ' i y ' t .r^"~ 1 r.•^ , • / ~
~ . , ~ i. ' ~ , FES 167 - . ,l 't LLLJJ l1._
/ ~ nM` ~•I •
1 r!lctlon , Const /
: / \ . ; _ ~ . i....... r. ~F". ~ En France See Erosion Defoil, ~ ,
/ r ..,..:.F ~ t . d ' heef 2 t ' S
i , f ~ , ,r i . . . F. r :1 ~ ' I,,~ . M,~~
: i'. r' f) ...I . 1 ~ . 1 J " r , i.. , , • L1J
. . , y , , • , • r Q
: . , + J , . , . , i i' ~ F e ?Y ,
2 ? r . ~ ! ' f f . . . : -r f ~ " ~ • ,
! ~ , i r 4 . . " of it _ „ . , . ~ ,4 ~ f' ~ ,F.,., , ~ r a. 1 ti ! , .r .i . ' , , ~ - • „ ,r , ~ I ~ ~ r e r J j J • ~ rR 0
r r r ! ~ . , ~.p;r~'. J ;i.. ~ ; /i '.s fFf .0 J!, ,r. .rt'' t~ r'~ .I .itiy ~ e' i ' ~ ~ . d~ f.r - Yl......f,(~„ !f'...~ ri I .:rJ' . ! i Y.. r / J / f f' r i + r r "L ~ . : i
. .r~ , . . ' . ! r! O p~ y / f ~ ~ , r' t f`. ~ A.. c' r d . ~.1 • ,
~ SBZ J - ~p( l j i pr, , , ,r ~ , ~ J 1 .r" ~ , rd~
• r .~.~~p iZ ` , ' : : ~ ~f , ~ I ~ ,i~Y ; ` ~ ~ , •Y, , ' . . I -~N CA140 ?i °oopoooo0OO
~ f... / i, ~ ~ ~ . , . .r. 1 1 , ~ . Section -A O o o"ice f~ ? ~O0 SS o
' R' ' t . ' J ,J : 1 J;~' 1 k . ...r , 1. • r~ < ' , r . , . , +„'f' ~ Section J-C ` o~ i ` o Q" -700
• , ~,~ryx ~ " »ti rig ! ,,~1' ~ : } „ i i ,~V iii}t r J~' 1~ ~ , % ~ , ~ ~ ( / : raj ? ' ~ ! 1" ,f r MCa ~ . « Y ' ',F r' r ,,t s, rr ~ , Y ' Ri Ro Dlssi ator ' . .r„ , . f ~ , ~ ~ , ; . ~,4, P P p ,r.. ~ J J , . ,1 - ~ , o SEAL o 0 0
" J . . ,r f is r. ,..F •r ,,.W.w.r....:.,~ ,v , w.:.w..wwr..~s~ r ~ ~ ! x~ err' w. !Gr . r ~ r + : . , . . , , . , r. ~ f .i ? y / . y; : ~ ......E J' , ,I!`, 0. i , 4um 0 19821 0 low O i
.i ! rr, 'q N.u+'w!'"•=n vrwnre..ri...~w.uan..w+.+..+•+.+~, w : r i ~ ~ , , y~~~, ,fib..:. ( ~ .....,.,r,.... ••n•,, R' f r / www.wwww.wYw~ w r' y` r~ ,,r,. ~~'ti. +nrflo tore • , , . ' ~F ~j . ,,.,.y.....»,. :..,:f? r r f . : , . if . y~ ~ ' ~ p°°
` i ' _ ; i ~ , ; i , r ~ , , tl... ' ..I / f }n~ : f : f , , , ' ~ + ~ ; IJr ~ f 1 °°°a NG IN o°o°
„..y . O . ~ i ~ ( ,r - ~ ~ ~ ~ « " ~ , ~ .r' ~ r? ~ ~r / rR f y . . y~, r , . r 1 FS , B 1A/ R lift
, r - . ~ w.w.S:..: w.,Y ~ i • , ~ . , , : S , . , . J . , - B3 ~ , , PP , TA ER EDGE F P N 0 A 1/EME T,
. . . i 1' rJ ....u.1 ' «.,,w^..'"'w-ma"r"".... ' 1n~ ' , ~ IA:' ~ . • .y. 'q9 } ~~pp
~ 5 r r • J . . w.....~.,~ 4,~ ,.."w~ , , J r, r ,..~r , ~,4. iY! X .l~r. • n~' Jr ~ JL./ 1 151 ,
1:'~ ; t ' r ° ii•. ' 1! ~ NSW W'YNw /M y/,~.r : tit . , „ ,,,.n ~ . , r / , . , / V yy,.r ~ «o..n~.r.+r~wr""'+~n ~ f .,f • 4 ~ ~y~k ~ +r a 4~tn. ~ , f f • . Yr - tiK. ' y ~ J , j , ..dn Y , c .1 ~ r « 'f f' 'r+ww..wru,r,w .r+' . y r~ y/ a dl, roe 'rro f l ,r / +wn,.~,m.,M~n..' '~i+*:.w... ec ion -
iii,'. ~ ~nM~,rl+w'""ww""n.' ~.,r""~o?~ rr,,mM^".M rtyW°ul+.'^~ r InW r ~ , ' , i" , ~ "r : i . f r : Yw 'nl F /<1 k~~ :,r+ J/ '~~ll/ f~ rr 1~ v~~MYbv11. / . r F r' ' 31 „'yam,,. 1• ~ f I y4 ; f .,i _ ; .r . „ , + " + , wn~,;' r {j`.....j....,. ,,,,.,.ens, I. , r ~ ~ ti u
r, , i ; re ~ . ,r~. _ _ ti d ,M,. F ~ J r<m 4 . ~ . r ! , •f. ti .
, : ~ ~ - 50 Publ~o W ~ ' ~ . , ! ~ 7 ' , „~r~,M.. ~ ~ • . . _ r " w.,,,r.,..~ • • . , A00 SILT FENCE ALONG z
~ d, : I ~ Y+ - , ';•,,.,,Y'r.y.w.wyr r., r, . ~ ! . ~5'::."'t.~.£,,.. S,F ~,.a . .T,...:~:r ::,,.,.:1.;.:...,.,:,.~,, .d« :l~'.i,„~o;„1 ~ L+,x ! .'.v:~.;~j .i: : ~,t 1 B 3 ..,.,•..1' i CB 15 ~ ~ ~ ' ~ • ° ~ ~ LOW SIDE OF STOCKPILE , . , \ . , / I• , I
`,t , . 7 / - , n M.V.: ~`r~ R'j, 'd, ' ~y ~ \ , h 153 ~ rl , z
, , ' > ,,yr , . f;, f Iti w . , • ~ r. , ,y N~ , ' Ir 1. a ' : _ : ,f . , , • N r orme o w o y r N P r n rshl Wlhm r A C ate a t o ou ~ ~ ~ •`I;• r O
' 6 ' B 61 , - . r. ` . 132 ~:w i ';ial1 ~ r`~,' ~,.i, I. ~ ~ ~ P 1 ~
. L M' ` y { ~ , ' « y i i I ~ J ~ 1 k' • ' • i , ~k~ '
. , . N. r ~ . . + ~ "S" C « ' ~ rr;! n, , o
' t y r. M...: , r ~ i f,~ J r CB 153- . fo- W Q
: 1 ' , I • ~ • • , i 4.•w"w,~. ~ , .h... ~ ~r ' o
,..,..w« _..,.~w . I _ ' a I , ~ '~.,vr+.uw ...rwf':.:wws.~......,.rvw ~J" ~ a.;.. ` ti,..,,;,,,,w,. , C o1 - 8 153-A > b ~3-A ~ w
/~O I. t , , f ~ ~ Jy w., ~ ~ti
¦ , ~ , ' ~ r~ 1',a 1 ~.~.,.r /'f1 }'r r `~k I od cz
, r- ~ ~ , , ' , : i'~, . I . S85 + ( r 1 ''F ~ ~ 8 153 B ' ~ 0) w
: , , ,t . . B 62 I~ . ~ Q1 a , 8 136 ~ . • ~,r•, . ~ ,
, t ~ - ~ ~ ~ ti' Q ~ ; ~ ;1 ~ :L INLET PROTECTION
. ( ~ ~ t•i '~I n~ ..n ~ CCU
M . ~ , _ ~ _ ,r, ~
v~ / \ r, \ 6 TEMPORARY ENTRANCE/E (IN FEET) ~ rpm rp. TEMPORARY ~ \ \ I inch = 80 ft. ~ sF ~ s~ . SILT FENCE )RARY CONSTRUCTION ~ w~
/ .~.~w C8 64 r .~-w- i h~ ,NCE/EXIT
~ C8 104~~. ~i \ ~ /4)0 1 r s , )RARY DIVERSION DITCH F~
2 reef • B 137 ~ . . , , r ~ ' ; , ,~.r r~ ENCE a
~ CB 105 50' , ublic R/W i ~ r ,.rw- O , , ~ r \ DENUDED AR TEMPOR4RY RIP RAP APR i v )ED AREA LINE ~
i ~ .rA~.a., ya........, ..,ya. \ 44 ~ j ' ~ ~ f .,.,r.....,..i. i i" ~ 1 8 • ~ ~ ' ~ , . ti r' _ -'fir i.
'r , 1 i . DI 158 1 • 's ~ r • I C 1 ~ ' . ' 0 )RARY SEDIMENT TRAP ~ a
, , , ~ , . , ~ ~ ADD SILT FE CE ALONG 0 ~ ~ ~ ,t • • 1~ 0
1 , .1 W SI T CKPI E I „ / r' A ~ . ~ ,P APRON 0 ti
, r•"~ li r , 1 .t'• 143 ,rr
ti , w. . ,r r0 L~ ~ i Tp ~ TREE PROTE ~F _ PROTECTION FENCE
; Dl 159 , „ ~ O ~r ADD SltT FENCE ACONC / ' rl h ,t , . ; , tOW SIDE OF STOCKPltE , r f.., , i
r DI 160. ~ 1 151 " D DI 161 ~ , 1 2 1 16Z ~ ~ B D r D CI CURB INLET INLET
. DI 152 w~...~'-- - . ..,,,,..:::".r..- 0 . • DI 154 / f ~ V) O ~ m -
k ~ . Dl 153 . ~ 2 1•. I C r ~ Dl 155 ~j', - 141 ,r r, . ~ \ ~ O# PROJECT PH Section SHEET LAYO \ RETAINING W . . ~ PHASE LINE :CT PHASE NUMBER W m r.-- ~
J i•, o ,n , r r ~ ~ ~ w ~ ~ r ~w ~ ~ ~ ~ ~~r¦ ~ ~I . zWCIQ o
~ • N . i 'LAYOUT DESIGNATION E--4
• C•. ~ • ~ ADD SILT ENCE ALONG 7 . LOW SIDE OF STOCKPILE , r' 1 163 B 7 . , .
f.. , CB 116A.. r,f. o . . r s v NING WALL co L -A
11 1 Y ' 1r
f J~I~ V , / ~~J rr~ ; ~K :LINE W
ter:,,.,.,,.,. „ i' . 1 r C8 115A e 1\ f~ } ~ , ~ G
:ti ~ W. 50 Pub R W 7 ,r~~~`' . , ~ 146 \ ~ DISTURBED L -EMPORARY SEDIMENT TRAP SCHEDULE REED LIMITS p ~ C> ~j
il, 1~ ""°'•TY ~M~wVwy. M ~..I..i ..yl,..kLi:~.yW~P. ;.:~,.1~.(: I~.1~. r..1 6 / ;,;r o
rr ' 112 .1J 7 J1~ 1 1 ",~I„ti 1^ ! ~ ~ ' i h co
MI' ~~'1~. 1 ' `J / f', ,,,ti . i` r'
~ _ r i Q ~ r ff , ' ~ t; . 1 t.1 =~i' ~ ,
1 . 1 '~,;f ~ fl N~ ~ ~ " 1~:, 1 ' •,r'~ ;t',,
~ • ~ .1 N r '~'i , 1~;~ r w ~
1t . ~ .w..,.. , f. ";i ~ d R/
i d r ~ C j ~ ti~ O ~ ? ~ r, fr.'. y, t^ f
: . ~ 117 0 ~ c~ ' 111 ~ B ~ ~ 7 } ~V ' ~ ~ r.
Y I ~ ~ , ;.7 , ' 1 Z3A
/r , ,..s r" ~ ,f.. T. ~ . . . , ,f
~ . R , r,; .
' ..r',' 0 ' ~ y )...j ~ .e~ • Ii ~ ~
y..., I, 0 ti ti f l 123 6--~ W
N ,I. ~ fir,, . 1 B '1" ~ ~ rP~
C E f• i , ~1 ` r.,ir 4 f. l~,s I;.. ~ t..
1. f . , { ' ~ p' iM' ~ ~ l 12 . s I,.1 `
I . 1' ` ? 5I .1 ~ . . F N w rm rl 0 or o e
+ ' ,I ~ ~A !hm r PAN Prnrsh! W G ou C a t e at o
C i ` is ~ 1P D
B 110 ,r,>~ . ; J ' r' ! r'' ; ' Y~••
~ ' , ubllc Ut~l~ ty Eesmen t ~ j., ~ ' r ~ ~ THESE DOCUMENTS ARE INSTRUMENTS
- ; , r CB 120 1°•~~ 122 L ~ . .r • CB 108 V - ~ r~ •r ~ OF SERVICE AND AS SUCH THESE
7. ` B 109 •I - . N ~ DRAWINGS, DESIGNS, AND DESIGN
o , , FES~;1 7 7 1/J ~ CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
/ 7 i 'M'tiw+i ~ ~ • ' 11 I . ';~I: tW' t • ~ • • • OR DUPLICATE THE DRAWINGS OR
...J 17 /f .i... .I' . b ~ publJc .1. s Utilrt .Eos ~ DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
~ men t / ~`"^4....... 154 N+ 1 Iy ~ ~ . . . / DISTURBED REQUIRED
~ 7 ~ .T r~ ~'+~r ^ ' ...rte , - r. AREA Q10 SPILLWAY REQUIRED SURFACE
L f Ir. 7 ,r (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA DATE 9/6/07
T - ADD SILT FENCE ALONG . . r a ~ _ ,r ' ' ~ ' LOW SIDE OF STOCKPILE • • ' DRAWN BY : RVM
. r C : , i 5.75 17.7 60.0 X 130.0 X 2.00 10 10436 7693
1.42 4.3 45.0 X 90.0 X 2.00 10 2577 1883 JOB NO. :0001,0001
DI 119 " w #3 6.71 6 6.69 20.4 65.0 X 140.0 X 2.00 10 12142 8887
c+ 1 #4 9.28 3 3.73 19.8 65.0 X 135.0 X 2.00 10 6770 8628 SHEET NO,
#5 3.73 3.8 11.6 50.0 X 105.01 X 2.00 10 6897 5040 2.1
c 0

I
Section J-A
Section J-C
, . ~ . , . ~ ~
• i , , ~ , . . . . i ~ ~ ~ j ' ~ ' , . , ;
'.1 1 ail' S,. 't ' . V 1 z
~ r ~ ~ it ~ y~ y i.. i, i i~ ~ ' / . . • , „ . , ~ ,r .y . u i 0
i 1. ~ 1 i' . '.r ~ is .i. r ' ~ / ' , f~ r~ - . r , ~ if ' . ,
~JV ~ , - ~ ' ~ tl.' i ~ t i r . , i. r~' :i W
. • ~ .....w i rTM.. . 1 - ' J. . , .~',,1 : '...f ~ l ...r:. t , C~ ¦..rrr.rr.
~ ~ { - , . i 1 i ' ' , i~ . ~ . , . /'r 5 ' ; i r. : r j ~ 1.......... . k I
/ 1 / ` l . , J j' ~ 'r r : Section J-B
, ~ , ~ . t yr. u • 1 r ' r~
i r ' ~ . ~ r . J • ' ~ ~ 1 • , r r,. • . y , , . " / fr / ` ,r J ~ • .
~ , r~gp . i:. r: f ; r ' i ~ i r , , wr ~ it i' t r' r f! ' , . r ! I ~ f W
'ty: f - r i r'It• ~ j' ; r ; r f , ,r. r: . ' ~ Q
~f~~ ' E {r ' I • VR~^'" / IMF t t ji ~ 'I . . ~~~K "yq¢;~.. 1 \ o. ' ~ - , 1 , ~ n \ . r ~y; , r ;r 0
t t , ' - i . 9 .::Gradrn In Wetlands ~ - `.1. ;'T e Finished . r ~ oB - , . ,r - ~ KEY PLAN . ~
t.. ~ uen~ It , ~ •1: h t i' \ bt ~ u~ ~ 1 .r `C~. 717:. i , . r . ~ 1 r " nl After 404 & 401- " . ; y , • ; 'z .y
>c ;v' ~ t t rr y, . { ~ , r, ,i, Permst A royal. yr PP . , , . , : ;r ~a, , . o - z
. r~ , 1, . ' .lam ~ , . i r,,rfr a ~ ` ~ . ~ , r uhf ~ ~ rl,' ~ r . r . . i. , r r_ , f~ , r
' ~ . - . ' ,..r , ' ~ . . 'l , r, ; : Y.' ,A ~r i it r'. ' r,. , 1 ~ / `.v / i r 1 r m
:u,~Y~, , i ` 1 1 ' - roP 2 r , ~ ~4 1 '•.v ',i . , r . Y ~ / f ; . ,
s, 9 ; . ' . ~ , "'f . i ~ Vii: . . . ~ , , TOE 214. D r , r... ~ OP 1 ~ ~ Y i'r , . ,r' o: i \ i" I . • ' f y is / ./,~I ~N CARD °000000000° ~00 o~ ss
` . ' . - ' ~ 2 0 r' r, r ~ • ~'~y~p : / + c a moo
..w-~'` ' ~ ! MME. Vlt~w. nvrrxM. } ,~WN~IM+A~~ .rnvyy u~wwln~ Mf%~ ' , ~a l ~ ~ ~t i ~ , pMM~wwr1 ' ~,.5~.. a~M1MM'.++1~wnvr~+?JMM1'1Mrry .Ms ~ , • / t t : J Mf; .r h ~ / 1 it ,Y' / i if I v ~rr N1'1 .MY rwrnM', ' ~~M~ : r r - ~ _ _ TOP 224.0) LEGEND . F : TOE 22.0) o SEAL o .00 woo 0 0
r , _ , ' ~ ~ i ~ r, r . , f.. ' r ~ , , .i I' . . . II ~ r RYA. / e . l ~ 1 .v...l.... r ~ / ' . ~ wu.x.,.. ~r~rrww.wvlwwnw..n.rsRnwrw....ov~nnl+..w: ww - , r r 'r r 1 r - i .,lrr^ ~ ~ moo goo 0 19821 0 woo
t • , . , , P . . ~ , i / , „ , r.. - . ~ .r .n+ww..:+r....wa«.y..n..A.,r.n...r.....w.n. +..rr...r.....w.w..i. r . ~ , , W ~ ~._...r_. • r , ; } goo 00
. . t TOE ~ 200, 0 TOE . .t~ . , , , ~ l , , , ; OP 1 , r . . : r-~- ~ ~ p GRAVEL INLET PROTECTI ~ I- LNGlNe~too ADZ TECTION '~i,~°0000000°°
A,, . ; ~ e.,,..;,., , ` . y ~ 1 • ~ • .a . . P 10. ~ , TDE 214. o l 1 , . - r , r . ~ ~ !`i VV RI G
1 O . 0 } : , 1 roP z 1 s. o f
~ , D Lt N U Nll L TI C E SE P 2 12, 0 • ~ ~ . . roE 214. o . ; . . . , : _ roE 20 . - ` . TEMPORARY CONSTRUCTI TRUCTION
' , t. F A Ml L ~ U THI WI H , . . ~ ; : : . : _ ' . • SB,3 ` ENTRANCE/EXIT
{ f • t, TAIL . rcET ~ • . • ; . ; ; , N roP 212, o ~ ~ 7D 7D ~ TEMPORARY DIVERSION D ?SION DITCH
. I , t . . _ ,,,,,,,w,.,w.. . ~ . , TOE 208.0 _.~w S' ~ SF sF - SILT FENCE V
t . 1 ~ ~,~.w r w.,~.•- P 1 .A ..rww........l...r.,. .......r..r
1 ~ t ! ,»w+.~pr nryl'^" .:YN'rW T w.a'rnY r/I~' r•r1.M'^ ~~drN." I?rrw^•M TD ~ - - DENUDED AREA LINE JE z
~ , ` ` ~ .~,,,,,,~wM' , ar rrw'w*" .~.~/yW ~rw" Rr.~ ~,,.~X ~ ~,MAAI,~,~wr w~,~yl „yM~ .?nlrM~" /P y.r.ad My^N _ . , 9 ~ TEMPORARY SEDIMENT T j I ENT TRAP
x{51 ~ 1 ,t ~.~Yh .rr~~ ~ r ...~.w.wyawnryMl..,..a : - - C8130 . C
h o . ~ ~ ~ ~ goo RIP RAP APRON 0
' ti . . o °
' , u1 ~ ~ Tp TREE PROTECTION FENC ~ CI CURB INLET FENCE
. ~ ~ ~ _r ,~,.,.r.r,,,,.:.rw ~ 1, t . . ~ 1•, , ~ ..,1....... 1 . ~ .t ...............U - . .1 .i,.
,t A ~ ' 0 . ...r. .r.. .r,. . . ~ r : ~,.r'^".
• 2 ~ r ,~~,,,,w r,,,,ur"""' ~~,w ,Ir''' ..w^"MM^ w,,,,d,..,:..r.~,.rr......r,.,+yw.... a~` war "w' M"~ :rm'r~'"r"'"~w ~ Q • O
t r t ~ 4 i i r - ..,,.,,~,.,,...rr,...r, ..,,.,,,,,,«..,.r--- ~~~rM i U# PROJECT PHASE NUMBER cf) UMBER O
1 may/ I ~ r
6 ~ ~ CB 60 ~t. 19 ~ \ Section gHEET LAYOUT DESIGNAT SIGNATION w
7 , F~ r 'r' Q : I - \'Yt ~ \
l , ~ :I i ,.,fir N N _ • ~ _ ¦ RETAINING WALL
r / , i t - N ~ , O N ~.~t L/~ N r
t/ , ~ 1 ~ _ _ Y i u
1 , 1, l~- W~
t/1 1 t~. 1~ _...`:w ce so ~ ~o I
~ ~ . 1 , 9 ~e 5 DISTURBED LIMITS
18 .1 M ~ ~ ' 4 - r J i I - _ - ~ / I N ~
~ ` '~'i 4 ~ f
~ ti p l~. 2 TD TD TD TD ' ' ~a
~14 ~ / 1
~ i i' ~ ~ ',i1 w i 0 U
~ co ,r, 1,. ,I I~ ~ ,r; 76 75 74 / / / i a 0
!i'', f ~ ~ ~ 9 18 i. . N ~ r ~ 4 ~
c0 ~ ,r r? ` C 62 v i 73 72 77 70 6 0 ti
t 1 i `A'l 'l ~ . VI ~i ~ ~G'~ 736
~~1 .r { ~.1 ~ ~,i .i ~ ~ 4'
r ~ y O f'~,; i O ,~o -
S ~ ~ ~ ~ o~ W Cc Co c\2
9 ;Z) co z C\2
N 18 , . ~ ~ 3 W V-- Lf'J
~ ? ~l < . t 7 03 ~ O
C~ 63 CB 64 1 ~ 4-4 ~D C O
i ~ i ~ O 'I
` ~ O 2 W' tp ' / C 137 cf)
i ~ ~'r ~ ; l; _ Beet J Q
i , s.' 4'' ~ r 189 cp ~ ~ F-, ~ tos (50' ublic R/W) - ' ~ O.
I a
i ~ ~ ~ ti ~ l3B x Lo bt
~ ~ 1, ~ J ~ a, C 157 0 h co a~
I ~ ~ ~ p ' ,~1 t0 ~ Q Dl 158 TOP (25 )
......,~,.:,..,_......~,........,:.,...,.a.,.._. ~ Q 1' . ~ ~ ce I GRAPHIC SCALE
N - N ~ tp 1' , , 70P (2370) ADD SICT FE CE ALONG 70E (740. ) T- 200 rT,
189 ;~w c-' ~ l i~ t ~j'' rY ~ ~ / ~ • TOE (235.0) LOW 5/DE 0 STOCKPILE) Q 1
j M U l 83 84 / roa (zav.o)i w ~
, i . r/rw~ .i;~ ~ ~ O i ; { F,? r"'r '1 4~; ~ r+~ TOE (235.0) I TOP (2x7.0) Q Q~ - / a IN FEET ) I
O , , N i O ~ ~ p~ TOE (237.0) TOP (252.0) U Dl 759 70E (243.0 / U 1 i ch = 50 tt.
, i ~ ~ lael ~ 1 tp ~ o
Q~ ~ ~ i~ E ' 1 ti~ \
~ ~,.I u i, .190 DI 757 DI 160 DI 16I ~ DI 152 - E (24 ~ 6 ~
- f.~ D/ 762 ~ TOP (249.0) Li
~ ; j ~ f~ ~ ~ ~ ~ b~j p--1 W
~ ..r. Z , ~ DI 153 -'---Dl 154 \0/ l55 _ 70P (245.0)
C , ; „ ~ i Q ~ j. ~ i S' 70E (211.0) AT H L -B
J. ~ ~ ~ ~ ~ C ! i ~ _ ' `
r , 4 ~ i : E 0 r ` ;j
0 ~ , .,,;i "s 7t' W 1;; a ; T 94 93 ~ 2 g~ 90
r L
r L _n U
L THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
V ' DRAWINGS, DESIGNS, AND DESIGN
CONCEPTS PRESENTED REMAIN THE
Jl J V TEMPORARY SEDIMEN DRAINAGE DISTURBED TENT TRAP SCHEDULE PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
J i DESIGNS ONLY WITH THE ENGINEER'S
n V/ REQUIRED WRITTEN APPROVAL.
0
v T AREA AREA Qt0 SPILLWAY REQUIRED SURFACE DATE 9/6/07
L.:. BASIN NO. (ACRES) (ACRES) (CFS) BASIN DI #1 5.85 5.75 17.7 60.0 X IN DIMENSIONS LENGTH VOL. (CF) AREA
Q X 130.0 X 2.00 10 10436 7693 DRAWN BY : RVM
C) J JOB NO. :0001.0001
J 4-1 #2 1.42 1.42 4.3 4S.U X #3 6.71 6.69 20.4 65.0 X 1 A yu.u x [u iu /.oii 000
C w X 140.0 X 2.00 10 12142 8887
N SHEET NO.
#4 9.28 3.73 19.8 65.0 X 1 X 135.0 X 2.00 10 6770 8628
O #5 3.73 3.8 11.6 50.0 X X 105.0 X 2.00 10 6897 5040 2.2
O O ML i
O
O 1O
N

i
. .i i ~ h 1
~ ~~~~M ' ~ r.~.~ ' DI 151 90 e D! 160
~ ~ . 1 .1 1 M~ita~ ~ 1 ~•MryNrrnw'.rann. y DI 161 ......w,~w r,.~, / ~ 2 ~ N~° LOW S/DE Iw ~ 42 SIDE OF STOCKPILk
.P. ~ DI 15, • o . DI 152" ~ DI 162 - 0 . „,.y,.w ~ NMMM~ ' _ B 14 P (264.0)
~ , ~ ~ ~ 2 . s~ MT.nYM+h~N r~aN ' ra:1xM~~ . ,f . 1 154 ~ D! 153 • ' w DI 15 r ~ T (260.0)
, . 5 ~ TOP 4 ~ ..r,~~. . ~ :~~..~....~...m.,~.~..~.w...... 2 . 5.0 4 ~ W ~ . CIO
~ t . . ~ ~ , T M . 2 I W ~nry 1. o . M~ 4, ~ , 2 8 ~ ,MATC H L I N E C- H C-C z
~ . ' . . ~ ~ , . , x r _ ~ ~ ~ ~ ~ - - :f~,- O c:n
v~~......_ _ ~ . . .~..„,.~.a_ h ~ fy _ ~y k' t { ~ TOE 259.0)
t 1 , , . , - ~ ~ ~ A . . DDS! L T N E CE . ENCE A ~ ~ LONG - r r / \ Li ry
_ ~ZO t f L S _ OW I F . T 0 c T P ~ tiw r~ OF 1 T P 1 K 1 ~ ~ ~ 63 LE 47 ~ y ~ l~ B 147
t . , 1, s CB 116A. ~ ~ .r ~ f .•r 2 g ,
4 B 1 ,Y,,,~..~~.,.,.. oV~ ~ r~ . D 156. r,~ ~ ~ ~ TOE (264.0) \l. _
.1 y, r 1 TP 49. o G~'~ 45,i~'
•~ti TO r 3 9, 0 ~ r`o f....--- _ _ 30
~ ei.. ~ti~ ' ~ r. ~ e...r....~ r.~.......r l.. ~ ~~y~ ids . . . CB 115 T P 54 .0 d' ~ `w, y .'~.r ~ 0 TOP (263, w
Y 1 r'' 1 +r CB 115A TOE (259.0 Q
~a•;;S is ~ ~ ° ~ . ; r'` . 0
1 , j --.-~..,r,~~ 3. r,...,, . r i 113A u . . ..........,.r.,,........... :r~~ 46 yr•, ....a.. ii 37
~ ~ ~ I~R~ukiiyYwM'n ~ +Men.Y Jru hY ~Nn.+.Y~YrawWYf•NnN4 ~ ~ ~r ! r x ......r,....,,.. ~ ~ t p r roP ~ s2. o> roP (2s4. of TOE ( 0~) TOE (258.0) O
+r t 112 MI~.,~„~ 7 1 ~'NYA MwhM~~r~ uA 'y F ~ F .~.MM i Ir r ~ CB 1 ~ • ~ ~ ,y ....r...~ VA r l......::. M ~ 't fwM1*. ~ ..~.M. R4 ~ ' / ' tiw. A ~o z
~ r ~ ~ 1 ! ; ,.r ~''r.•. f', d~
r , •ednan r" ~ f ' 32
~ 6 i ;`~l C A
i a o Z r'" ~ ° ~r""w TOP (263.0) QQ 000000004 ~~op V 0000 00 `a°0 oFess /Q°_ ov- .0 4.4 ° Y 0 00 00
y, Q ~ , • 5 ~ ' 1, . TOE (258.0) 4w* 0 0 00
f,' j J , 4 ,i , , . ~ : r ~r I - TOP NOW 0 0 100 0 s SEAL ~ O 0
j 5. 8 ~ ~ ToE ~ . 0 19821 °
f 1 I i 1 ~ 766 t~ r ! ~ . T _ 59. T 0 0 26 2.0 . f~ y/ 100 10 % 4%
~ ~ I r' ~ N j . . 25 . 50 T 61 .0 e- , O PVGINI0,°r'\'\**Oo '00/7 100 °0000000
~ t . l` . 4 ! ~ a r J :I~ - RIG V V G
r~ ~ ? o S CB 17 r ~ ~ ~ ~Y b
I ~ ~ C 111 ~ - ~ ' ~ . r,~. . „
, ' r'~~ - . .
r _ t 152 ` , ' ~ ~ ~ ~ 123A . _
4, , , t ,,r ^,:r - ~ , V
, . . , f,4~
, r ~ z
did , ~ { ~ , r~~ 'i~
i. ~ 1't .f ~ .1"r-'"-~'w......nu.~. '
I Q ~ ~ 'w ti N ~ . ``,i ..~W..,.. m o ,
' 4 y 't i~ \1. ~ ! / 123 N~1~M~ 'T.
. . ~ / { ` !PF ~r 1228 K...;~~r ~ ,
~ ~ 1 ~ ~ ,r ~
I . Q
• , ri ,f • ~ r' ~w"r .~r~, 2A . ~J0 ~ N w au
r it 1 ~ ~ f ~ ( > >'i, ' O r v U)
j ~i 1 w,,,s i 1 t' r,. ~,r o
t ~ j ) 1 1 y ,A i'r• f% Now or Formerly Walthom Group A NC Partnership Cf)
~ 1 ~ ~ ~ f ~ f, tt • ~ r i } ~ 1' ~ ; DB 3081 PG 0238 c1d o
i ~ C ~ 11 D ~,v..~.,-~ ~ 'F ~ ~`"w~ r
~ ! ; 4w ~ N nix
/x'20-P 1 / _ _ ublic Uti/ity Easmen t ,,.`~~l ~ r / CB 720
;r ~ ~ W~
SYSTE _ C8.` 108 / ~ 12 r .G- 122 E (247.0)
C 109 R , s 46 sB~ / ' ~ N~ N ~
FES 107 ; ~ . ~ ' 42 0
.
roP (25 o> a
TOE (246.0) 0 U
~ ~ TOP (257.0) Utili t Eos r y ~ _ y meet ?57.0) " C 0 y
y~ ~ TOE (246.0) '46.0) .
CB 118 TOE(245.0 Section J-A
. - d Section J-C
5 .
45 ADD SlL T FENCE ALONG W c0 C`'J ~t
~ ~ 44 LOW S/DE OF STOCKP/LE ~ C'"J CC C\2
~--a W t~ lf'J Z ~ Cl\ O
_ ~ ~
. -
` D/ 119 Section J-e
z C)
/ y.~/ ~
Lo b-C
h co
~ ~ _ TOE 045.0) KEY PLAN Q)

. - - GRAPHIC SCALE
50 0 25 50 700 200
0
LEGEND ( IN FEET )
3 1 inch = 50 ft.
N
' a GRAVEL INLET PROTECTION ~n ~i
0
c L -j a~ w
TEMPORARY CONSTRUCTION J
ENTRANCE/EXIT
o TD TD TEMPORARY DIVERSION DITCH r -1
. SF SF SILT FENCE
DENUDED AREA LINE
° TEMPORARY SEDIMENT TRAP
J
o ooq, RIP RAP APRON THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
o~~ TEMPORARY SEDIMENT TRAP SCHEDULE DRAWINGS, DESIGNS, AND DESIGN ~
~~.Tp TREE PROTECTION FENCE CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
DRAINAGE DISTURBED REQUIRED OR DUPLICATE THE DRAWINGS OR
CI CURB INLET AREA AREA Q10 SPILLWAY REQUIRED SURFACE DESIGNS ONLY WITH THE ENGINEER'S
WRITTEN APPROVAL.
v O# PROJECT PHASE NUMBER BASIN N #1 IN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA
#1 5.85 5.75 17.7 60.0 X 130.0 X 2.00 10 10436 7693 DATE 9/6/07
c Section J SHEET LAYOUT DESIGNATION #2 #2 1.42 1.42 4.3 45.0 X 90.0 X 2.00 10 2577 1883 DRAWN BY : RVM
RETAINING WALL W:s 6.71 6.69 20.4 65.0 X 140.0 X 2.00 10 12142 8887 JOB NO. :0001.0001
I IN #a #9.28 3.73 19.8 65.0 X 135.0 X 2.00 10 6770 8628
nt ~ . . . PHASE LINE
i #5 1*5 3.73 3.8 11.6 50.0 X 105.0 X 2.00 10 6897 5040 SHEET NO.
° DISTURBED LIMITS c 0
2.3
0 ,c
N

i
. , ;
r b +tr7 !r r' - ,11,t , r~ 'F , ~ rr ..r o r h ir'rtr' r l}!J ' r . ~ r ! ~ ~ ,A...;2r 1rr<r ~•l.~~, ,.}e'„r4r b ri r,..,. w:-~$r d c~n, Sect(on J-A
r . rs r 4i t}~ SYSTEM Q ~ \ Section J-C J-C
. h v, ;~r,~7u- " Zr. r ~ ' / y
• ' FES 166 ' ,
r C/n z
»"`f ~ IPI' O
to
~ Y,~~'"" w
/s.~' ~ C
\
/ _ _ - Section J-B
f/' _ FES 167 ;
~f,. f~ ; w
.Y_~ f~ ~ . f... _ c ~ KEY PLAN
,.r"~ . • f,,. f Q 0
onstruction \
Entrance See
r N N~ Erosion Detail, O z
~ , Sheet 2
• ,f ~r f
, `°0°°0000000 , '*40'
, ' / ~I FEss ~(~°-°ati:Q'-~ ° ` Y'9 O .p
son ° O goo ° SEAL °0
fe .1 NOR g 19821 0
' + 0
N~~~ ~ f 't. ~ J „ . e' 0 00 Oc el4tp O °00000000° O
F w R 1 GN
/ N 111 w
LEGEND
,4 ? , . f ; J. ' ~ .
_ .1 GRAVEL INLET PRO TEMPORARY CONS ENTRANCE/EXIT =T PROTECTION
~ t V
, . , } : ' ~ .
f . ',y I l 1„ r `ti. 'CONSTRUCTION z =XIT
~ 't I'; e ~ E
~~1 , TD TD• TEMPORARY DIVER 'DIVERSION DITCH
Ri R P a P r0 224. D , Rr R a rssr ator ~ P P P f . . sF ~ sF - SILT FENCE o
. TOE DENUDED AREA LIN REA LINE
. . . , , Q
r `4 ~ i ' ` : ~ / i, rP . ~ ~ 0 228. 0 ~ ~ Ov r e fl ow stru cture , TEMPORARY SEDIM 'SEDIMENT TRAP Q •
. -:f TOE 226, 0 , , . . . ' . ; oa~o~ RIP RAP APRON ,ON
, , . roP 232. o _ ~ . r~ L 000 0 00 C/3
. ~ . , roE ~ . 228.0 . _ . . 1 ~ y ~ ~ ~ /F S 165
. . - . , , r ~ OP 234.0 _ ..,M..,~ I ~~Tp ~ TREE PROTECTION :CTION FENCE
r-~ ~ TA nnrn rnnr ct
gut ~lso.v ~~y~~~~~ ~ . . . . . ~ ~ ~ T rhTrCR CUVt r , CI CURB INLET
YI. . . ~1 f' ~ ~ cn ~ 6zo N W cmp,
roP 242. o l0 240.0. gypq))1 ,a,h't ,air. , r / r J %fj , O# PROJECT PHASE N ect~on SHEET LAYOUT DES ASE NUMBER cl C45
, ~ ~~~~q~ 1'OE 232.0 J roE 23 , rJ ;~,n~~~~~~„ ,~~,~f ~ ~ 0 E JB 151 , W~
1'OP 238. ~~,t~~ l'OP 4 2 2, 0 ; ,rA, roE 23s. o . s~~, TOE 236.0 UT DESIGNATION
•f}~i, ~~~d 1 i JAI r ~ . l ,,l~ r ~-.~-.,...,..M..,......_.. i
i ' i i r j .....v..,.~ ~ 'j i . ' J ~ ~ ~ Y ' / ' J wrnw t.. w.. ~:i~ j!,,. ~ _ y RETAINING WALL ALL N ~ L
, y 40 2 Y.... f i ,
' r+w~"~ ~ . . ~ PHASE LINE a
+v., ,511 iU+~` M~,.~nw.r..~+"". r= ~ ~ ~ 1. , ~ . ' ~ . .
. ~ ADD . Sl T F L . EN C AL ON ,f G , ~r., , DISTURBED LIMITS ,IMITS o
ocK siL ,~~~,.1,, '`~y 1 CK D M d L W . 1 F T ; KP . 1 CB 1 ~ f ~ .'Y ' ' U a 0
y 1 t`~11 is ' IL ' I 1 . r" f~. . ~ ~~y'/ %
1~ Y`~~A IIf ~ ' ~'~I°., ~ C fi'u . ' '1 { . R~ ~ 1 . . . ' , . • , . ~ 1 53 0 ti
~ ~ L1j~;1 ~ ~ eflands 9 , ~ , ,i Now or Formerly
~ ~ .~~°1 To Be Fine hed 132 .M......~......~...,.,....~. ~.w ' ~ , r •3 I~ h onl Afte 404 & 401 y s- Y / , . Wolthom Group ANC Partnership
u~ Fermi t ; ro val. PP i`'i i' "1 r OB 3081 PG 233
. ~ i ~ , l;.~1 ~ W CO CrJ C~2
~ r~>~.. ; . ,,,Y.~. ~ B 13 . r t,• ~c ,'Z) Co CO nt
~ ~ n.ww.y~nwi..wri..~rwwr.~wu•..vw~w..+r....w.+ . •,mw / / l0 / i.`•.,, a~ GRAPHIC SCALE W 1**~ lo
l ~ l . .CTB 5 ,r.~ ^T.. r ~ 1 k+~ ; , . ~0 r ~ ; r so o zs Z w N O 200 ~ ....i
~ / / 'M .r i bwy Y~•. `i`•.. v.r . CB 153 C -
~1r ~1 ~ ~~T~ O cn m Z o
~ U B , p / s (IN FEET ) U)
~l.^ ~ ' j Y :'4^ .11 1 ..:i,. ''j.. , i ~ . ^ .f ~y 1 f 1 - 53 A , . r~ , .ly! 1 inch m 50 pG
Jr ~ ~ "^W. ~ , , : i ~ / i ~ . i ~ / ~ ~ , 5~
x r'~ , / { I i ` % ~ c) c
Y!^ \ r. % , Lo bt
r i r 153-8 , co as ~
136 ; . ~ , . /f I h%.~ r:% ~f I ~~1. /A ~
F ..f a~
~ ,.r" , , i1± • ~ % i
^I ~ \ V 1 ~ , n r 0 f~ p
. ~Dr 149 ~ - ~ ` j T 6
. ` \ „ 1 \ \ 1, ~ . ~ r ,~'~,f JA • I! I
> ~ ~ ,r. ~ r Y' / ~ / - ` T P
N O ' ~ ~ ~ J , D 7 i, ~ 1,: r~. - T 26 j 3. 0
r' i . .MM'"""".. ~ .r~ .
r,: t-~ ~ + r ~ `r.'R t .t' f
L n f i,~:" U ' ,f%' . ; ~ ToP . 69 .0 I
/ , , T . 64 .0 . w a--+ w
C 4 i • . . l ~J M r
f, . , . , ~
C ~ . , ~~.r' . • . r P ~ 'r
. , ~ o . r t 1.,. ~ f ,~t . ,,r r OP ~ 7 0, D ,
OE . _ ZE 0 T r OE . Z63 .0
~ ~ ~ i . 1 ~ . 5 5.- k
~ 4?~ , v 1 r _,.I ~ ~ , . . ~ ~ : ~ ,
T P 0 ~ 7 i i ~ IPF TEMPORARY SEDIMENT TRAP SCHEDULE
~ ~ ,I ;J. T 0 E .0 c / ~ ~ 43 ,,f' THESE DOCUMENTS ARE INSTRUMENTS
,xr'~ V F ,A. DRAINAGE DISTURBED REQUIRED OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
P 6 6 a m CONCEPTS PRESENTED REMAIN THE
o T .t 0 E s~ 1A: A it AREA AREA Q10 SPILLWAY REQUIRED SURFACE PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
, ,r N/(~ ~ O I F N AL N L W 1 SD E F sT KP 1 L 1. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) AREA DESIGNS ONLY WITH THE ENGINEER'S
ly\ ~i./ ~ r Y , 42 B 14 .M: 5.85 5.75 17.7 60.0 X 130.0 X 2.00 10 10436 7693 WRITTEN APPROVAL.
P C f ; ~ T
J ,r 1.42 1.42 4.3 45.0 X 90.0 X 2.00 1n ,QOo IF)ATF
Lli "x w,M y 28 6.71 6.69 20.4 65.0 X 140.0 X 2.00 10 12142 8887 DRAWN BY :RVM
I lr i` %•.!M 9.2$ 3.73 19.8 65.0 X 135.0 X 2.00 10 6770 8628
r f T f r r 3.73 3.8 11.6 L5 X 105.0 X 2.00 10 6897 5040 JOB NO. :0001.0001
C
G SHEET N0.
C
2.4
N

.k
} ~'4 i J M'yf r'
J 3 1
i ~ ~,I , ~ / I~
/ o / ~ O / 1 ~ -o o,
l f` c ~ / , Q / ~ i x ~ T
/ / ~ C / ' ~ , ~ ~ 7o S / ~ ~i
/ ~ j Ny ' / i ~ ?0 H.O.A. / ~ ~ 140
`U ~ 1 Stormwater / / ~ ~5 Eoseme~f /
~ 4 ~ ! ~ i ~ ~ ` ~ ~ / ~ / ~ 1
/ r ! f ~ / ` / 4 ~ , / + ti 1 o
.i. ~ s ~ / ~ i i ; t, C f)
3 ~ ~ ; ~ ~ ~ V ~ ti 4
"'n / ~ ~ ~ ~ ~ ~~t ~ ~ j i 4 Li
POWER LINE TO ; ~ ~ / ~ L- BE RELOCATED ~~t » ,
~n Tie To Exlstln 7 ' 2 Wo ter Maln UN 9 DERGROUD On Mil ton R oad With
,'S •;9 1 , 2x12 x8 Ta In Tee P9
~3 .a. ;.,a; WETLANDS And Valve yb
AREA GG 3189 „w ' SF, 0, 073 AC. 0 s
iry w
i ~ <.; eQ Q
r i;' ~ , ~ err, 0
~ ~ N.'b'y'~,. 1.
tip' a~ 6J O
ti v. ~ 'a ,ti 4y ` -,gyn. :4 ,i. ~ ~ PERENNIAL * IMPORTANT STREAM E 20' H.O,A, ~ Z
n s ~ ~F, , M1 v!4 Ih L '4w ~is~ IMPORTANT ~~y„, 5n ~ . "r~~~~ INTERMITTENT ¦ INTERMITTENT S STREAM H ¦ Stormwater ~ Eosement ~
~ p~~~W~'~'" STREAM G .u
r1 r`,,, ~ .,1: O0000°p0()
~:y.~:. ¦ °°o%/ SS / 000 'i
r ,~,,44.. T "16 FLAG H7 UNIMORTANT 0 p O i mom
t'~ `j"''~ F G5 4 i~l IMPORTANT INTERMITTENT INTERM/TTFNT STREAM E STREAM E 20' H.0 A, Stormwatsr 0 o l ow SEAL mom moo 0 19821 0 JIM
r"y ~ti i Easemen t
h~t; , i ;'et FLAG E121 FLAG E114A FLAG E180 LAG E180 O O O ~o ~v.
Y! ? ~ ,1? 4 ~°°°;NGIN~~°° ~j,IQ °ooooo0
lo' utir~ry Eos ~nr - !y~.~ - - - ~ - - r? +1? - WETYANOS ~ .F:
~ AREA HH 1, 604 ~ ~ SF. O.OJ7 AC.
.r-~x,~l L r""1 ~ SSMH 23 ee \ SSMH 24 ~ '
SSMH 22 - r,. 4 y... y00 s, 1 CIS
Y ~ . ,.y, L :..i,..-,. ..i . 7T"' ...,w •~TF'-w......._..,r° "`!'-'^wT'•~'.".w ..,M.....~....... r'.`.r m-we...........»...,.... a,r•. r Y ~a,~ C - . 8 , .5
; tP,, ~ JO Utipf fos enf , \ a \ ~ e rj' } /~"r' ct u
r r ; ~ „ ; , \ •'ti,
, , 8 r r.r....r... ~1 .w ~ 4 h. ~ 1w `R ~ Z
T... ~ ~I~ 1 • ,..r.e..r...~...w.~r.. r....~.r. ~1~ i h„~~' \ ~ ~;f~~ ~a ~ ,~i
/ I~ , r. w A yr. . i S' t _ ,1,, 4 ~ . ;SSMH 28 1
f~ ~ SSMH 25 O
~j :1,, ,E ~ SSMH 26 ~G ~ ' J l Q
~ b'e'; ~ 1 - - ~ SSMH 29 M ~ ~ SSMH 30 i ~ ~ S' ~ ~ 0 ~y~ ti h , ~
~ ~ 20 Publl ~ ~ ) - . ~ ~ . Easement ~ ~ of os 1. 0 p 0 \ R i ;
f ~ l CN N r „i ~ /w ~ J ,Q a , ~Q 10 Utilit
r' ~ ~ 4.. ~ \ ~ \ 4 , t i ~ ~ 4 ...AS.: : r,.._. N ~ ~ ~ ~ ~y osem n • u er one 1 Zone 1
'ti f ~ s., 8 ~ ~ ~ ~ ~ y 4
V`~ 1 ~ \ .ti ~ 6 1 ~ \ v \ v'M,~11, ~ •o f0' Ut11it Eose \ 4 N ~ q y ent 1 ~ Q u er one Zone 2
~ ~ ~ ~ ~ ~ ~ 3 r ~ \ \ 6 `~fo w , 0 h \ ~ , asement ent 03
,l ~ 6 I l,r ^y, , SSMH 27 y E "1
r t ~ k I ` ` { ~ T J^ ~r''~~ I in~j~'Q_ .h \ \ .r
r ~ 1 I ~ ? it 1 ~ ~ SSMH 31 I I ~ 6~ / 22 ~ Building Setba g Setback
~ 1~ I 1 ' ; a - ~ oc ,~r . 6 PVC Z S R-21 lass 200 5 ,r~.~~'~ '"a Ca c~ 4 / ~ ~ Wes--W- Water Main 8 Main 8 Valve
6 ~ ~ .r ~ ~ ~ ~ . ~ ~ ~ 1. ~ i ree t SSMH 33 i ,~1,,
l ~ w 5 ,P / u ~c R 4 4 ~ 4 ,s,~,; 23 ~ zFH Hydrant w/ Val \ O Air Relive VaIv O Sanitary Sewe r Catch Basin or t w/ Valve
j ~ 0 A, r., -......r._.._~
! i a \ - _ t , , se water SSMH 32 t ' ~ i' _ 6 J ` SSMH 34 / . ~,r SSMH 37 4 ~ i , R, 5 f , ive Valve N
} i ~ ',t ~ ~ .1 . ' 4 y Sewer Manhole ~ a
.,y~ ~ Blow Off r. ~ / ^ ° i ~ /
r 1 r'' / , of <<~ / r. 3asin or Drop Inlet ~
I i` i ,t , / ; SSMH 36 ~0 / U
~ ~ w . / 2 Flared End Se • Sanitary Sewer End Section °
;,1+ ~ r h ,r /
7 0 . l 1 . ~ W j ~ . / - i"~ y Sewer Clean Out
w o ~ ~ / ~ . , ~ ~ ~ , 'r'" ~ Water Meter Meter
1~ a~1 ~ 1 ~ w J. / 1~ /
1 ~ y / SSMH 35 Water Main La Water Main Le ~ Road Curve Ta ( Curve Table) Main Label (See W cc n N
1 r ~ ~ e Pic , / Vlain Legend) ~ ~ ~ ~ -
W......._.. y e t wrve Tag Number W I'*- LO
/ / 4 Table) Z ~ ~ o
~ p ~ ~ ~R- 1 C/a s ?00 SSMH 13 S M / , S H 41 ~ 4 ti / ~ ¦ ¦ ~ Phase Line _ine o ~ ~ coo
SSMH 38 7 e~ o / 4 ~ y.
. t f ~ _.,_L., T ~ 50 Pubh ti~ / SSMH 39 / ,R 4 4. Phase Number 6
/ J~ /Q _ ~ ~ 6 / slumber V) 1.4 z p~ v
i r . I~ ` i. '-i i
i ~:r'1 i ;.i,f ;..>i •J f' e'~ / w ao
10' Utilit Eose Y i~ ~ ~ \ ~ / Ubl~ty Eose nt ~ ;
r ~ ~r u~ v . /'y ~ SSMH 4 . 0
e ~ y{ 1 .f / Water Main Legend:
+i 1- 4 ~f r / / r P a~
Q0) J Q t ~y• ~ k / . ~ 0 8"x8"x6" Tee w/
O ~ SSMH 74 Y (2) 8" Gate l/alve (7) 6" Gate l/alves Valves
~ ~ ~ i. / f,,~,. Valves w ~ C2
1 °'f N ~ o • ` k.., i / , ~2 6 "x6 "x6 " Tee w/ X-I~j
it d'~ ~ / r~~ ~ ,~.,7. / 1 .-t- , ry ~h~ / ~ e 0 R / ,c W/
y (f /~I b~ / P~ O fr y y fY (3) 6" Gate l/alve ~3 6'x6" 90° Bend Valves ~ L j ,
~ f ~ ~ 1 ~ ~ - 2 / ' ~ R• ''ri. ' , Q / P? d - a
~ DO ~ I r ~1 ! , i f ~ 19 ; / tw, '~A .~r / (2) 6 " Gate l/a/ ve Valve ~
~ ~ t ~ <<~'~~ SSMH 73 .~r ~ !H 73 / , ~o ur~r~ty
Eas ait 04 11 ° ELBOW
~ ! ~c~ Oti 1 1 ~ FF ~ / / 05 22' ELBOW I-ij I--I W
t I / ,
f 6 r / ~ , ~,~r / 8 ~ ~ / ~6 45' ELBOW
~ ~ ~ ~ D A. St orm 6 / r,:•, water ~7 70"x70"x8"x8" Cros (7) 70" Gate Valve Cross
J I ~ ,~r Valve
~ ~ ( / ! i i ~ 1 / , . 6 r , I ~ I J ~ ~ l:~ / ~ f. ; (2) 8" Gate 1/olve I/olve
p ~ t....... ~ ~ f ,r 2 cn ~ SSMH 72
6 / , ~ 'f ~ / { ~ (7) 8'x6 " Reducer lucer
~ / ~ eat ~8 10"x10'x8"x8" Cros (7) 70" Gate l/alve Cl'OSS THESE DOCUMENTS ARE INSTRUMENTS
1 ! t?i~ty SSMH 69 ~ , . ~,c i pub i o ~ 0 ~ ~ VOIV6 OF SERVICE AND AS SUCH THESE
J r , ~rj` / ~ ~ r` ° ~ ~ SSMH 71 ' (2) 8" Gate l/alve DRAWINGS, DESIGNS, AND DESIGN Valve CONCEPTS PRESENTED REMAIN THE
o f~ / V / ~ f • PROPERTY OF THE ENGINEER. PUBLISH
~ ~ f ~ OR DUPLICATE THE DRAWINGS OR
~ s'/ .1'.. o ~ ~•M`~ DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
:r~ l;Il
~ .~r o •
U r a n r-~ T Trr c. r A T DATE 1/19/07
J k-rntirntk-, JILL-1Lr,
V) 80 0 40 80 160 DRAWN BY :RVM szo
W N JOB NO. :0001.0001
( IN FEET ) SHEET NO.
O O O 1 inch = 80 ft.
O
O O 2.5
N

. i ~ r-- ,
- . ~w FLAG H7
O
~T w 1 - FIA G5 ,
N 3 6
\ Sight Triong/e ~ 0 7 4 O
0 re c n
o ~ z O
(50' Publi ' R/W) r V)
o ~0' U h 10' Utility Eosement - ,rl W
4 PV - 1 Clo~ss_ 2~_ til p f
-~'-CB 125 1 ,r' lti~f lF~ r `.^4yti'
F' CB 130- ` ~ ~ A A
4tx SSMH 23~ ~ H 22 C~ 4 - ?3 _ 3+00 4+00 5+ CB 131 ` ~ O~~ 0 SF. 0.0 3~ X r... 1
1+00 SSMH 24 ~ \ ~ ^X ~ ~ r' ~ ~ ~ IY , rf
CB 126 Q 0 CB 127 CB 128 6+ p 2 ~~i~ 1 rFv
~ .A ~N _.s CB 129 r._ _ - ~ ~4 1 ~ ~ 1 ~ , r ~'t1''' / W E--
- - - - - 1,; y o y \ CB 131 A Q
0~ ir*, _ O 10' Utilify Easement - - - - - - - - - _ _ _ - - - _ _ ~ ~ ,
CB 60 CB 61 ~ ;
\ ~ ~ . , a ~ O
. \ x r. ~ ~ 0 ~ ~ ~ z
. ~ ~h~ ~ r1 I i ;pl ~ 1 \ I~ x V r i ~ ~ v ,1, ~ O . 0 O ~
t- `k I 1 ~ CLJ ! 3 ~ r r.~ 2 Q ~
66 67 4 ~ ~ 1 r I ~ i ~ ~ 1 S~`,?~ ~ ?,11 N 1111'rr~~I `NN ,jN CA1 q~~ '`i
Curve Table.' Alignments 0. ~ r r . ~ A r ~ + ? ~'e `NX00000000000 000 o
Curve # Chord Bearing Chord Distance De/ta Rad C1 N81' S9' S7.62'E' 83.194 d = 15.9403 300. C2 S75' 30' S2.92'E 112 791 d = 29.0317 225. C3 S68' 45' 28.81'E 40.503 d = 15.5183 150. C4 S59' 12' 45.97'E 89.234 d = 34.6087 150.O C5 S86' 04' 00.46 "E 30.543 d = 3.5005 500. C6 S63' 38' 46.81 "E 122.837 d = 48.3415 150.0 C7 N49' S7' 28.08'E' 89.422 d = 229238 225.0 C8 N55' S8' 19.37'E 42.727 d = 10.8953 225.0 C9 N54' 04' 12.60'E 24.738 d = 7.0916 200.0 C10 N52' 35' 03.37"E 146.051 d = 28.1767 300.0 C~ 1 N63' 38' 46.81 "W 143.310 d = 48.3415 175.0 C 12 N81 ' 40' O 1.96 "W 119.892 d = 12.3343 558.O 250 68 ~ \ ..,~.-~;x.;, 9 3 4. / o ° e O °0 O °
0 ~ Radius ~ C 300. o00 l 225.000 LEGEND ~ ~ SSM ~ H 25 ~ r. ,r, ~ ~ ~ ~ '1 CB 150 ~ ~ ~ ~ . i , + 1 ~ i ~ f, l O 10 O R - ° SEAL ° ago 0 so O _ O
~ { \ ~ .CB 135 ~ ~ - 1~.., SSMH h ~..A... 26 19821 ° am 0 i ell' ° O i
1, , 1 ~ ~ . 0 ~ ~ ~ 0 CB 153-C~ 00 % -0
S . IK~ p R, 1. ~ ~ ~Oof ~NGINeet 00000000
~so.ooo , ~ ~ 134 ? 1 0 0 ~ 1 0 r. / I' QO 6 1/ ' 111 N
Buffer Zone 1 150.000 ~ ~ , „1 0 1, w.,, X ~ ~Dc
w ~ . ~ `.x:.. ~ \ /Q
500.000 ~ Buffer Zone 2 J r
Water Main Lege t5o.000 - - - - - - Easement
225.000 Scale ~ 8"x8"x6" T Horizontal Sca/e 1 "=5p' Building Setback (2) 8" Gat 225.000 1/ertica/ Sca/e 1 "-5' (1) 6'" Gat 200.000 w~--W- Water Main ~ Valve ~2 6 "x6 "x6" T 300.000 zFH Hydrant w/ Valve ~3~ 6" Gat 03 6"x6" 90' 175.000 O (2) 6 " Go to ~ ~ ~ x ee w ~ ~ . r I ` e~ v .
a t e V1 a ves 4 ,.:,,CB 153-
10 Ut~li ~ ~ t Eosem 4 y en t . ~ ~ G ate Va! Ves r . ~ 1 O { Z
„ „ 0 x ee w .
„ . ~ at eV al ves . r SSMH 27
90 Ben d
Air Relive Valve ~ ~ ate v , al ve . con
558.004 ~4 11' ELBOW 1 ~ ~ re~
O Sanitary Sewer Manhole ~ 22• ELBOW L / W ~w 'M O
O .L W 0 1. / 5 p 5 k . ~o
~ Catch Basin or Drop Inlet ~6 45' ELBOW G 4 / 1 W 12+9 r, 2.68 cj) -92.68
O ~O~X~O XS~X Flared End Section (1) 10" Gat 1, N Il .:v' X X TOSS /
D Gate Vn/ vA
_ i Gate ~a/ve v1 ~ ~ o
25~ • Sanitary Sewer Clean Out ~2~ 8~~ Gate _ (7) 8'x6" R ~ Water Meter ~ 10"x10'x8'x (1~ 10~~ Gat Water Main Label (See ~2) 8" Gate "x6" Reducer
_ _ _
0'"x8~x8" Cross Gate Valve
245 Gate ~a/ve
_ _ Water Main Legend)
_ _ I _ _ ~ _ _ 45 _ ~ Road-Curve Tag Number Wa ~
_ _ _ (Curve Table) _ _ _ _ _ 26 _
_ _ _ ~ ¦ ¦ ~ Phase Line _ 265
240 _ _ _ _ _ _ a ~
_ _ _ _ _ _ _ -r-- - - - 4, Phase Number ~ - 240
~ _ _ _ _ _ ~ 0
_ _ _ - Profile Existing Ground _ _ ~ 26 _ _ _ ~
Center _ . 260 U 0
235. _ _ _ _ ; _ ti
_ 235 _ 255 - _ _ r,,
_ _ aw Po~N r s ? _ 255
230 - - Z~.;~__.~ ono.-,rn -
_ _ _ _ . .
_ PV/ STA = 3+50.00 ~ _ PV/ ELEV - 219.700. _ - ce ~3~ - 230 250 _ - _ _ _ _
_ _ _ ~ A~ D. =i 229 _ _ _ ; ~ J - - -
K - 89.662 _ ~ _ _ _ _ _ _ _ ~ ~ 25 _ 250 °cn zM ~
~ _ _ _ _ _ ~ _ 100'- V£ _ o°_ 225 _ , CB 130 / _ _ ~ ~ 8 PVC 143.94 p~ ~ U
_ _ -cs- ~ -----a _ _ CB 134 _ _ _ _ _ ~ 0.63 ' _ .
_ O . ^ _ ~ N _ _ CB 129 225 245 _ _ . _ _ _ _ ,
0.-j _
N V ~ _ ~ _ _ _ . ~ 24 _ _ _ 245 ° a x ~
_ _ _ ; _ _ SSMH 26
220 f _ _ _ __._mm_ ce~28 _ ~19.3~ _ _ . _ _ g~'. _ _ V . _ , . 49.8 (0.55L) STA 11 + a Poo
_ _ _ _ ------~6 RCP --3 ~4~ _ _ _ _ _ - - 240 _ _ ~ 220 x.31% _ 16q. _ TOP 253 36--_ . CB 133 _ _ GP ~~o._ PJ _OD% _ IN.V.IN,_247.5._ _
Q , _ _ .may... _ _ _ -CB 132 - ~y @ 5 --~}-5•__ _ - INV OU T.~ 24 30 _
L7 ' _ 40 240 w
_ j. ~ _ 34:42' o 2
N 2 7 5 - _ _ _ , \ ! 15 . O9 % - _ r, _ o . _ _ _ 1 Gloss _ _ i
o _ ~ _ _ 3. _ _ _ _ 3~,-,R~~-~.35q------ o _ 2.35 c pR 2
_ ~ ~ _ _ _ 2 7 5 ~ ~ ~ s _ _ ,,i CB 131A 8 P.
~o _ _ _ _ _ p - _ 235 235 ~ -
_ 127 ~ 8~~~ 2 4q. . 4~r.__ . STA: 6+31.58 (1 07R) _
3 270 ce ~2s _ _ ~ Shy -CB 126- ~ 1, ~ , ~ 7 94q _ _ _ TOP:. 1.81.._ CB 131 ~ lNV /N.• 21 .70" 5' -~1 Drop Manhol _ _ _
• CB 61 25~ lNV OU_T.,2 7_50._.__...__..__ i SSMH 25 _
_ . _ 51.7 _ 2 7 0 230 _ STA 8+9.3 86 (0 05R - _ -T-9R.~243:-~4 _r_-_ -
lNV /N' 234.50" ~
a _ 34. 1 ' 159.62 ~ _ _ _ _ 230 4.00 _ lNV OUT.• 230.60 230
0 205 ' ~--36 RCP _ _ ~ _ _ 121.88' ~ g' ~ _ 5.359 _ _ . _ _ _
3 _ _ _ - _ _ _ _ 36"RCP - - 205 _ . ~ : ~ _ __4B._54'_ _ _ _ . _ _
3 _ __...8 p~. ~.2% i _ j ~ 3 2, , 225 - - ~ _ _ CP ~p6.?~_. ~ _ 36"RCP h
! SSMH 2,~. _ _ _ _ _ _ 36,R x_2.53 ° % Z p, C9T a: 5449__.. ~ 225 _ , _
_ _ _ _ _ i _ STA 2+37.70 (1.0. ~ _ _ -~r ~P~~ yo _ _ _ ~ _ - _ 225
~ ZOO TOP•216.03 I _ i _ o - - - - - - - - - - - - l!~l-1< FN: 2455'=- _ _ _ THESE DOCUMENTS ARE INSTRUMENTS
cn - ------j. r -1------------ i _ V OUT.• 205.55 ~ o~ _ J_ ~ _ OF SERVICE AND AS SUCH THESE
o STA,• 0+ 8.48...(6.72..) ~ I N _ I _ 00 _ _ _ _ _ ~ MH 24 ~ . _ _ _ DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
= FOP. 209:18 _ _ TA: 6+.31.58 (1.07R) _ _ , - PROPERTY OF THE ENGINEER. PUBLISH
~ INV lN.: 198.35" _ _ . ; _ , _ T P:231.&1 ~ 220 ?2O OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
795 _ _ _ , 119.30' l V /N: 217.70„ WRITTEN APPROVAL.
J 3~6 RC P. ~ ~ OUT.• 217.50 _ _ _ _ _ i _ f _ . _ . _ . .
LLJ 795 275 DATE 3/16/07
N N N ?75 DRAWN BY:RVM i
cz; N ~ N N N N N 275
rh O ~ ~ JOB NO. :0001.0001
0+00 1+00 2+00 3+00 4-1-00 N N N N N N N
5+00 6+00 6+50 6+00 7+00 gf N N N SHEET NO.
0 8+00 9+00 10+00 11+00 12+00 12+92. e2
3.0

~ 1 ~`I ,lt
~ O ~ ~ ~ °o ~ 1 _ l ~ SSM/CB 131
i ~ Dl 155: 1,, + DI 153 ~ , + ~n ~ ' i
y.. . . w \ 1~ V/ z
/ / N ~ ~ ~ I ~ v ~ c~ N,+~h 0
f 4 't'r+i 1 z, ;1, ` c~, Q ~ I r ! ~ N~'
1o X ~o ; Q 9.3 1 \ `r, >'1 '1 y` ~ ~ L
Sight Triangle p 7 • ~
o o/ ~ o Z/ ~ ~ ~ ~ ` SSMH 33 _ ~ ~ ~ ~ ~ . 4 1 . '
I asement / , Jtrlrt E y ~
m -rrOL- , _ _ . c~ 10' Utility E CB 116A- . - ~ 116 . ` V DI 156 ~ ~ . 4 " " _ 1 I 1
. r4 .~i ~ ~ t, 1 - r, ~ 4 2 / I
0 pp 6" PVC SDR- 1 Closs 200 4 1 4 ~ treet l ~ j PT 9 ~ ~ 4 :CB 131A L
SSMH 13 ~ f ~0 W CB 115 r ~ 4 CB 115 W t w 4 p 1 _(50' Public. R/W~ _
SSMh! 38 3+0 1 CB 115A ~ ;~ti +00 ~ 1 ;r:7 1 / ~ . _ Water Main Q
CB 713 _ C5 - ~ - I 4 SSMH 39 ~ r . ~ ~ 6' PVC SDR-2l C/ass 200 ~ V k;- Main Le end:
CB 113A r _ ~ s / ~x \ ~ 0 ; 0 / CB 150•~~ w / 10 8x8 r: , (2) 8 8 "x8 "x6 " Tee w/ 0
_ _ . _ _ _ _ _ _ _"....r. _ QC . .x+... r ~ ~I .~~'r ~ r V.~ ~ ~ 1 R.. r \ ' r " ~ r ~ ...t... " , i r.. ..r..... (2) 8" Gate Valves z
I f12 _ - - - • CB 114 . V ~ 1 i 6' ~ r1 ~ (1) 6" Gate Valves
'~~I ire ~ ' f' 2 ry . ~ j' 2 3.30 2t 00 a CB 137 CB l36 ~ ~ o 6 "x6 "x6" Tee w/
~ ~ Sight Triang/e A . `1y CB 1 ~ Ir! 2 / i CB 135 CB 148 , f - _ ~ ~3, 6 ~ _ _ 6 . „ a . , (3) 6" Gate Valvesj%III I I I I III,~
\ ; / , , i ~ r~r 10 Utrlrt Easement ~ Q . O CB 138,.-_~---- old ~ 0 6„x6„ CA~q~ 6'x6 " 90' Bend 6% ~L \A OOOOOO
~ t 55 r k ~ X ,"4 ~ ~~f ~ ' ~cSS (2) 6" Go to Valve °aF00 °
J SSMH 40 ; Gj ~ o ~ ° ` ° i %ft 11' ELBOW o SEAL o
~ 58 56 C~ 5 7 i' / ~ ' k ~ 4 ~ ~ ,?gyp ~ \ CB 733 I l ~ ~ 11' E CB 132,'' S 22' E ° O
0 . ~ ~ e ~ O R` , . 1 ~ ! 0 / ! r, I~ Q ~ SSMH 34 ~ j ~o ~ I ~ ~C' 8~4~ 06 45' E alp 0 19821 0 22' ELBOW i 0 00 ~ O O ~
4 ~1 ~ ~.r ;i ~ ~ 3 96 45' ELBOW ~-°"v ooc~)NGIN le~ "x 10 "x8 "x8" Cross
/ ,1 ~ ~ ~ ~ / / I~r % r, ~ ~ 1.~ I !;z I Q ~o'X~ _ _ ~ D1~049 W L 10
Jr~ / / / ~ i-1• ~ r U ~ 1 10" Gate Valve ii' R~~i
r i .,1, ~~r / J~ t f SSMH 74 ~ ` PT.• 8+83.59 100 (2) 8 Gate Valve _7V
CB 717 , ~ ~G'B 111 0 . / .~rrr , . / / !rr ~ ~ ~ ~ I o (1) 8"X6"' Reducer
.i ~ L ~ r. / ~ , CB 123A ~ "x 10 "x8 "x8" Cross .9 10 o
o . , ~ / ~ k <R / \ / i ~ < J (1) 10" Gate Valve
~ / ~5 ~ ~ ~ ~ N ~ j ~ _ (2> Cs _ ~ (2) 8" Gate Valve U
c: o~ 0 I j 0 Z
z
ca e
orrzon a ca e Curve Tab/e: Alignments w
fl f ri 1 = e ca ca e
Curve # Chord Bea~inq Chord Distance Delta `a Radius
C1 N81' S9' S7.62'E 83.194 d = 15.940. C2 S75' 30' S2.92'E 112.791 d = 29.031 C3 S68' 45' 28.81'E 40.503 d = 15.518, C4 S59' 12' 45.97"E 89.234 ' d = 34.608 CS S86' 04' 00.46'E 30.543 d = 3.5005 15.9403 300.000 Cf)
29.0317 225.000 ~
15.5183 150.000
285 . . , . 34.6087 150.000 Cd
W LL
3.5005 500.000
C6 S63' 38' 46.81'E 722837 d = 48.341 48.3415 150.000 ry
i _ _ ' ~ _ _ _ - _ _ 280
280 . ---_____._._.__..__.C..---,. C7 N49' S7' 28.08'E 89.422 d = 22.923 C8 N55' S8' 19.37"E 42.721 d = 10.895 C9 N54' 04' 12.60"E 24.738 d = 7.0916 22.9238 225,000 r T 1 H OLM
; _ 10.8953 225.000 r-~l 06
~ 70916 200. 000 N a z
i _ ~ _ _ ~
C10 N52' 35' 03.37'E 746.051 d = 28.176 C11 N63' 38' 46.81 "W 143.310 d = 48.341 C 12 N81 ' 40' O 1.96 "W 119.892 d = 12.334 260 260 28.1767 300.000
_ _ ----J_..._._._. 275 48.3415 175.000
275 . _..__._.____.__._..__._...._.._.__.--------------------_._I......._ 12.3343 558.004 v
e w
~ 0 ti
_ . 270
270 _ _ _ _ `
_ _ _ _ _ _ _ _ _ _ _ _ W to n C\2
_ _ _ _ _ - _ LEGEND n Cfl Cat
265 W E"-- LO
265 - _ ~ - _ _ _ ~ ~ :LOW- PO NT STA.. rA.. +63. Z6 _ , i _ 2J~~.2±47.514 ~ 255 255 _ . - - Buffer Zone 1 Z~~o
LQW POl T - PV/ TA = 3+2 _ _ V _ _ . ne
3+20.79 _ _ _ ~ 06~2.~03... _ ; _ _ ~ Buffer Zone 2 Z one 2
_ ~ l A D V - _ 248. 248 462 _ ~ V) Q
. . . - 2:919" 2. 7.0 _ _ _ : _ _ . _ ~ - - - - - - Easement it
260 __i-------------__ _ ~s-2~~r . _ . _ _ i~__. ' _ _ _ .__...1.14' .VC ~s-2~~ r - _ ~ 26 0 , _ . _ , . _ 25 N _ ~ 25 0
2J~0 _ _ _ . _ Building Setback Setback ~ ,Wa p ~ o tit
N_ co
_ _ . _ 1 _ _ ~,y-~--~,y- Water Main 8 Va _ ain 8 Valve ~ ~ Q+ ~ ~
_ zFH Hydrant w/ Valve N/ Valve a~
255 _ ~ _ r. _ _ ...N~. _ _ _ ~ . 255 j - 245
. ~ _ _ _ . 24 _ CB 115A _ _ SOR.2~ _ 245 1-----~--- _ _ _ _ _ _ _ ~ Z ~p~ O Air Relive Valve 'Valve ~
z q
_ . _ _ _ _ _ _ _ v~.. W , _ v.. / ~ .~:~9 0,.. . . ce X37 O Sanitary Sewer _ _ _ - ~ ce t3s _ _ _ _ _ ~ Catch Basin or D Sewer Manhole
m m _ , Ct 5g ~ _ . _ _ . 6' PJC2~~_
25 0 _ - - - . - _ _ _ - P~ -,s8~ 250 2oQ~ 240 sin or Drop Inlet I ~
. I_ ~ 2.6s~_ 24 240 ---~8 Aso- ~ A Section _ a Emm~
_ _ , . .ce ~~5 CB 135 _ _ _ _ . _ _ Flared End Secti .,.89.53'... ~ _ . _ .
_ cett4. ~ _ 6 SDR_21 15"RCP • Sanitary Sewer _ _ _ _ . Sewer Clean Out
_ _ _ ~ ~_~6~~. ........CB 113A , . i r3.43 pVC x...5.24
245 ---------~-~=~cP-______--- ~ 1.949' , - SSMH- 3S 245 23 8 .9 __.STA•_4+6~?56 (139..,93L). Mass Z0~ _ ~5'_ Ater
O _ CB 116A i . _ _ _ . _ _ ~ _ _ $ P~ _ 5'% _ TOP: 255. ~ 1 98 235 ~ water Meter 235 _ 2- 36.39' SO----~ Water Main Lab _ _ , _ . _ .I _ 24 "RCP... _
CB 116 __.C~. 3. lNV /N:2 7.53„ _ _ _ _ _ ~ 7 50~ - Water Main Leg _ _ 89 2~ ain Label (See ~ ain Legend)
~ _ CB 113 110:83 _ ~ . ~ 18" RCP _ _ _ _ _ _ _ _ IN.V OUT..~47.33 _ _
3 ~ 2.779 :32:88.. _ _ 24^RC _ _ . _ . ~ Road Curve Tag rve Tag Number
.f 240 • ' . _ _ _ , _ (Curve Table) "able)
2 4 ~ ~ ~ 1.229 J _ _ _ _ _ _ _ , _ _ _ 23 33.22' 75" RCP 1.51 230 - . 230 ~ ¦ ¦ ~ Phase dine ne
- 33. . _ . _ 32..9 _ _ 15'R P
48.54, _ ~ _2. 8~.... _ _ _ _ _ _ _ 4, Phase Number umber
_ 36':RCP _ _ _ _ _ _ _ THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
g PVC _165.31 _ ~ _ i _ 235 ~ 0.549 _ _ _ Profile Existing _ _ - Kisting Ground DRAWINGS, DESIGNS, AND DESIGN
235 . _ _ _ _ . 22 225 I 225 center CONCEPTS PRESENTED REMAIN THE
_ _ SSMH 38 _ i J SSMH 13; _ STA: 33.62 (309:48L) PROPERTY Of THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
STA: 1 +03.25 (411.14L) _ TOP, 2 6.08,_._... DESIGNS ONLY WITH THE ENGINEER'S
TOP: 243.25_ ~ . _ _ . lNV l :237.02" _ _ . _ j INt/ lN:234,76•„ _ ~ . Y _ _INV 0 T.•236.48 _ ~ WRITTEN APPROVAL.
230 ~ 230 4 _ DATE 3/16/07
o 0 0 co o ~ rn o ~ o co o ~a ~o N~ 22 ~ ~ N N 220 220
~ rn ~ ~ ~ o~ a0~ NN DRAWN BY : RVM
~ N u~j ~ cfl O O c~ ~1 chi .inR NO -nnni.nnni
N
L' N N N ~ N ~ NIN
W 0+00 1+00 2+00 3+00 N 4+00 5+00 6+00 6+50 SHEET NO.
c 0 0+00 1+00 2+00 3+00
3.1
0 0
0 0
0 .0

x ~ \ \
~o F % ~J \ ~ \ \ 4h/ \ \ i ~ \ \ oo O \
i 'V / ~ Q ~ \ \ DI 155 DI 162
y ~r _ _ ~ ~ ~ i 55
73 72 V ~ 'CBa 36~:~ ~ ~~i moo, CB 115A
6 0 77 G~/' O
0 70 Foss ~ ~ SSMH 39 - 4
0 6 I I w
~ ~ ~ D/ 149 6 ~Q ~ ~
.et J O s~ ~ . ~ ~ i I ~ I
~ ~ (50 PW tic R/W) _ s~ ~ 0 4 i ~S~ ` ~ I
l ~ ~:"V % ~0~ 2 x \ ~ 6 F 6 I DI 163
\ ~ ~ ~ 6+24.27 S SSMH 31 CB 106 6" PVC S R-27 Class 200 / S ~ _ ~ 1 D/ 156 L - _ ~ ' 56 L
~ 7 ~ ~ ce X 04 20~ t / \ \ / li0 ~2~ \ ~ ~i~ • ~ . _ ~ ~1 4
g ~ +00 4+00 SSMH 33 3 ~ ~ CB 137 ~ SSMH 72 I 4i - - - - _ _ _ treet K W c I-
\ _ - ~ ~ CB 105 4 3f o ~ ~ 4 7 02 ~foo Q
4 ~ ~ O O , ~c8 1228_ C -E~,(~/~ ~Q ) / v. 2 PT.• 5+62.47
--z ~ r_ ~ "i ~ CB 138 ~ -1 ~ SSMH 34 ~ ~ - ass ~
_ , \ CB 122' - SSMN 73 3f-00 6" PVC SOR-21 CB 122A 4+00 W o W ?-21 ass 200 O
SSMH 32 ~ wo ter 6 _ _ 4 \ X -.r Z W-
~ CB 148 ~ / ~ - - - - - _ ~ S SSMH 40 _ ~ SSMH 74 00 _ 7+00
D/ 158 ~ V ~ ` . _ _ , C9 _ ' CB 123 ~ , - _ 4 _ ~o IIIINr~~r
~ ~ , - _ _ . _ _ CB 146 OooooooOO~A 00 Oo 4:0
1 ~ 78 a,oW off 80 8 7 82 8.3 g 0 - . T_ ~ _ 0 40 _ f ` g0 o J 1 00 00 0~
0; O \ O 84 ~ ~ I Oi ~ ~ W 00 o O , Q a O 000
~ ~ 79 ° SEAL ° O
~ ~ O ~s\~~,,, ~ / ~ G _ _ . M _ _ ~O ~'~l~ ~ s o 19821 a 00 o o
~ ~ j` ~-J ~ ~ V oo ~NG IN~o0° v
J L- D/ 159 ~ ooOOOOOo
- - - - - - - - - - - - - - - Of 160 D/ 157 _ D/ 161....._.. ' V ~ ~j 4 yNlll
CB 139
I Dl 152 _ , Dl 154 ~ DI 153 D/ 1. 6 86 ,y~,
_ _D/ lb5 ~ ~ \ +00 ~ , ~ \ \ I
\ \ ~
, $Xo SSMH 35 ~ LEGEN D V
\ g 7 ~ Water Main Legend: 0 z
95 94 9~3 92 9 7 90 0 0 0 0 1~ 8"x8"x6" Tee w/
\ ~ 0/~ 163 / ~ LCB 147 , Buffer Zone 1 (2) 8" Gate ~a/ves
~m nn ~ ~ ~i,7~ / (1) 6" Gate Va/ves
Buffer Zone 2 6'X6"x6" Tee w/ O 06
Curve Table: Alignments - - - - - - Easement (3) 6" Gate Valves
~3 6"x6" 90' Bend
Curve # Chord Bearing Chord Distance De/ta Radius Building Setback (2) 6" Gate Valve
C 1 N81 ' S9' S7.62 "E 83.194 d = 15.9403 300.000 4)
~y~.-w- Water Main & Valve ~4 11' ELBOW
C2 S75' 30' 52.92 ~ E 11 Z 791 d = 29.0317 225.000 ~5 22' ELBOW
C3 S68' 45" 28.81 "E 40.503 d = 15.5783 150.000 zFH Hydrant w/ Valve ~6 45' ELBOW
C4 S59' 12' 45.97"E 89.234 d = 34.6087 150.000 O Air Relive Valve 07 10'x10"x8"x8" Cross
Scale (1) 10"' Gafe Valve
C5 S86' 04' 00.46'E 30.543 d = 3.5005 500.000 Horizon to/ Scale 1 "=50' O Sanitary Sewer Manhole (2) 8" Gate Valve 0
C6 S63' 38' 46.81 ' E 122 837 d = 48.3415 150.000 Vertical Scale 1 "=5' (1) 8"x6" Reducer
C7 N49' S7' 28.08'E 89.422 d = 22.9238 225.000 • Catch Basin or Drop Inlet QS 10"x10"x8"x8" Cross
(1) 10" Gate Valve 06
C8 N55' S8~ 19.37"E 4Z./~l a iv.ayo~ GL.l.VVV Flared End Section " Valve to a , 280 c:
C9 N54' 04' 12.60"E 24.738 d = 7.0916 200.000 ,
• Sanitary Sewer Clean Out
C10 N52' 35' 03.37'E 146.051 d = 28.1767 300.000 _ _
Cf f N63' 38' 46.81 "W 143.310 d = 48.3415 175.000 ~ Water Meter . . _
C 12 N81 ' 40' O 1.96 "W 119.892 d = 12.3343 558.004 5~~ Water Main Label (See
Water Main Legend) 275 ° V o
2 70 C~ Road Curve Tag Number _ . r
_ , _ _ (Curve Table) 0 ti
2 70 _ _ _ . , _ _ _ _ ~ ¦ ¦ ~ Phase Line r.. r
~ -...,.w..., .
i ..~.wr.r+..++~.w 270
i I ~ 11 T . w co m Cat
265 Phase Number
265 - _ _ _ _ _ - Profile Existing Ground : . . w I%- Lo
_ ~ , .
_ . _ ~ = N O 265
_ _ _ _ _ _ 2 . cn Z o 0
- 260 ' 260 ~ _ V
. ~ _ _ _ , _ _ _ _ _ . _ ~ / _ ray ~ C) ;
_ _ . I ' _ ! . r . _ ~ . w z
' _ _ . , 1 ~ . _ ~ N "1 1260
_ t.. _ _ 0255 260 _ 2.06 ; _ C8 123A ~ . . _ . 1 ( l A' ~'~1
_ V V . ~ _ {i
25 _ _ _ . i i 0 co II/ SOR`
_ _ _i CB 139 _ _ _ _ _ ~ w . _ . -0 . _ BOSS C ?p0 2y 4~
~ _ . ~ y _ . . _ ~ . _ _Y~.__...~_ 255
. _ ~ _ z 255 ~ fi . _ . 3 ~ _ _ . . i ,
_ - 9 ~ 250 ~ _ 12 ~ CB , _ _ _ _ _ . _ . 3:.3~2
- 250 - _ _ . , . _ _ S _ . ; _ _ _ 74 ~ . . o, .w...M.........._.._.._ . ~ o ~
. o....._ ~ .38 0.0 S _ 0, TA~. 4+33 0 120,6 . E _ . t
S~ O _ . _ _ _ _ _ TOPS 260.03 15 CP B.Q._ _ INV, ; 250
_ . _ _ _ . _,~66.~'6_ _ _ ______w.. ---------j33:-5~9 t._....,. .w... ~ ~ u
n- ZJ~ O _ LOW ~P;OIN T S TA = +22.96 _ - 245 .15 RC P , ~ SS H 40 . ~ , _ .....w~_ _ 3.57 , ~ ~ _ _.....n.
245 COW PAINT ECEV = 247':687 _CCB 148. ~ _ ' . . CB 138 _ ~ PVI~ STA. 0+ 74_ <r _ CB , i 122A ~ , 33 9.53E ,S _ 1228 ~ ....TOP . .
.ssM~ . . _ _ _ r _ _ STA:5+ 1.63 (0.17R) N _ _ _ ELE _ 4 P 1/l V - 2 930 o w r...... N o~ . ~ ~ , IN. 1.45 h 1NV '2 w__t~...., .
N _ .TOP: 23 : 85 . _ . _ N _ _ P~ ~a%... _ _ _ _ _ A. D. = 2..59 _ ~ ~ f , ~ 1~ \.7 INV~ OU . O T. 5~ Z5 . . F
II~V ..~N~.. 26:80.,, _ _ _ _ _ _ op ~ 3• _ _ _ ; 4 _ _ ~ _ _ ~ r~ ~ K = 39.991 _ ~ ~ 245 N ---.-~oa'~vc i , I 42.»~~_ , W~ . . . . 245 4
o ~ INV OU :226.60 _ _ . _ A 'rte" VJ N 240 11 / ~ f RCP 100.13 _r_...._.._ 15 » ~ 1 ...94~ R P _ e i
+ _ +0~.~8 ~ m - ~ _ _ _ _ N _ ~ Z. 1 C 5 . V ~ ; V a _ ®6.09q , }
~ 24O SSMH 37 ~ ~ LOW +07. _ . __s~a: ~ 20: s4__(r4:9oR) _ _ _ _ . _ ___~r-_ N _ , lNT ELEV _ 237. __LOP_.rz ..1.82. _ _ ~ _ _ cii.. • ~ _Pl/l STA :39 237.618-_ _ ° _ .39 _ _ _ W i ~ , . . . . } 1
- _ _ _ 2 3 B 22 _ _ a . , ~ _ ~i
~ lNV l • 226.00" _ _PUI, ELE-V o _ _ _ ING 0 _ T 225? 80 _ . ~ ~P _ SMH 73 S . ; . 570-- ~ 'i ~ j _ 240
~n _ o _ _ . _ 235 240 ~ ~.8s~ ,2~ . _ 1 _ _ ..T P..~250..3~....... . 0 _
- ~ R 106 64'. _ _ _ SSMH_ 34 _ _ _ „ pJ~. _ N. 244.40 ~ . 1NV _ _ . ~ d ` _ _ _ ~ 43. ~ _ ~ . . THESE DOCUMENTS ARE INSTRUMENTS
235 _ _ .2..5~q _ 159 pos. _ _ _ _ 8` c ~SSMH 33 B~PVC 36.3 STA:2+00.37...{0 OR) _ 6 fit F _ _ ~ ..w.._. V DU IN _ OF SERVICE AND AS SUCH THESE
~ _ _ _ CB 106 5s 2~~ . , T4P: 240:62 ~ _.1.849. _ _ _ _ _ 24.,, CP. _ TOP: 245.67 ~ . _ DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
. lNV_QU.T,•.238..30 . _ _ _ _k. _ _ _ ~ ._..._.._.~._.._._.-.--.l!r---- I i 2.35 PROPERTY OF THE ENGINEER. PUBLISH
~ CB l05 ~ GIB _ _ LN Ii _1~1:236..~4'.' j _ _ PvG SpR~ ~ /NV OUT.•236.14 - J 2 _ 6 . _ _ 'P~~ . 4q~ _ _ r ' _ t ~ OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEERS
230 235 - _ - ' _ _ _ a ~ ~.'I5 ; _ ~ 2.48 e _ . _ _ S i , f.. f. s 1 ; ~ WRITTEN APPROVAL.
_ _ . , _ _ . _ . . i
9~~~5.. _ 0 3~$ o _..g'R~ , _ _ _ _ _ _ _ _ _ _ i 1 ~ 1 1 DATE 3/16/07
t ~ ~ i. 1 ~ ~ 230
~ 209.2}-'__ 33:9 ` 1S~R P _ ° 8'PVC. _ _ _ _ _ , _ _ _ _ _ _ _ _ 225 230 d- DRAWN BY : RVM ~co
0 O ~ N ~ O I~ ~ 0) O ~ ~ o~ o~ o~ o~ O , ~ . 06 Co JOB NO. :000110001
225 ~ 6.34 8 PVC ~ 2. 09 ~ ^ o o ~ o . o . O o0 J ~ ~0 00 cp 0~ d- ~0 Lo Lo N N
o X0.869' cps ~ ~ ~ ~ ~ ~ N ~ ~ ~ N N ~ ~ o~ N ~ ~ N N ~ N N - n. _ ~ ~ - . r- r- T \ 1
J N N O o V p N N N N N N I NIN NIN _I SHLL I NU.
o N N N N N N N N N 7+00
w 10 2+I00 3+00 4+00 5+00 6+100 3.2
0+00 1+00
7+ 00 6+ 00 5+00 4+00 3+00 00 2+ 00 1 + 00 0+ 00 f
0
0 0
0 0
0
N

\ \ \ 4 V l u> icy ~ ~ s . CB 738 4
ti o .R..,~:, k, ,
~ CB 148 ~ ~ 3
~ , : o • » N :r, + ' t VL./ 134 -,yh~:, ~ F:.
~ D/ 162 ~ ~ N ~ ^ , • , ~ r,
Dl 155 1 ~ SSMH 34 s ~ ~ % ,ri,..,„..... • ,l ~r ~ i ~ i ~
~ I I w~,, r, ,y • ~ f. ~ ~ , i ~
I ~ I ±:.i J . A x•15 n. w..~, i ~
I t . ?,1 J+ \ ao
I S' t. V > > L O- ~ i \ ~ c f)
~~9 I ~ I " ~ ~ ~ ~ i " C~ k / G \ O ~ \ N z 0
~ I ~ SSMH 26 / 0 0 ~ ,L ~ v 9 / F ~ 1 _
0• o ~ / s ~,i. z. k ~ ~ 1 1 .-'tea W
~ a , Dl 763 I ~ - VC SCR 21 C~pss 0 20 ~/fi...
D/ f56L J I Nan s,,.., ~ , o . - 4 CIO
I of ; o r,. \ \ _ _ _ ~ -
°o ~ D I ~ ~ ~ 4 ~ ~ JB 151 -~~f
~ 'r~, ~ ~ ~
~ ~N h 5+62.47 2 ~O ~ / CB 139 ~ ~ ~ ~ o } ~ o
~ _ _ / o - , ~ ~ o ~ t T } O , _ / w _l W
6'" PVC SOR-21 ass 200 w . , ~ ~
t~ _ _ W H~
40 CB 140 7+00 ~ 4 Q ~ i rn # - CB 15 2 p _ LEGEND i2 16 04 FES 165 - ~ ~ _ 4D
- - SSMH 41 8 I~ SSMH 35 9+00 - lOtO ~ ! ; W 10+0 .A . ; f 0
~ ~ / 1 C C d 1 +41, 1 ~ _ pr. 2 s ~ o s } s o _ s o ss c .w 5+ ~ _ v z ~ P CB 15 - 2 3C 0 o , 4 Buffer Zo iffer Zone 1
.v _ CB 146 CB 145 CB 141 Cg ~¢Z _ M.: _ . ~`0 0 -~~a; 4 _CB 143 . ~ C CB 153 ~ ~ - moo. Buffer Zo - °s~'~~ ~.y - - - - - - Easement iffer Zone 2
p ~r o * i 111 4'-7 „a., . w 7 ..F.. .~,::.T -
SSMH 28 , 2 , 1 0 4 0 ~ p 4 ~ , sement i -~k1 CARP 'i`
, , `h . ~ f ~ 7 :r. B 153--A ; ~ ~ 000000. 00 0 0 0
4 MH 36 ~ ..r.~ r r . Building S W---H---W- Water Mai °°°OF~SS iilding Setback i ° % ° ° -V ° ` °
,~CB15- . ..r... , , • ...Y _ o SEAL o
SSMH v.t:.. _ ~ > ~ O• ater Main & Valve 0 19821 0 0 mew "ft
~ F SSMH 7 2 ~ o G z FH Hydrant w '9 O Air Relive O Sanitary S ~ Catch Basi 400 0 o° ,drant w/ Valve °°°FNGN"~~t°°
12+9 , 68 ~ ~ ~ ~ ~ y ~ 7 00. °°OO°i O0°°°
~ ~ R1 Relive Valve
v Q
nitary Sewer Manhole
tch Basin or Drop Inlet
Flared End V gyred End Section
dater Main Leaend: o Q
• Sanitary S ~ Water Met Water Mai Water Mai Road Curv ( Curve Ta ~ ¦ ¦ Phase Line z Q nitary Sewer Clean Out +
8 "x8 "x6 " Tee w/ Curve Tab/e: Alignments
(2) 8" Gate I/olves iter Meter Z N
(1~ 6" Gate Valves Curve # Chord Bearing Chord Distance De/ta Radius 0 0 iter Main Label (See
iter Main Legend) CD
O 6 ~~X6 ~X6 Tee W~ C~ N81' S9' S7.62'E 83.194 d = 15.9403 300.000
(3) 6~~ Gate VOIVeS C2 S75' 30~ 52.92"E 112791 d = 29.0317 225.000 ad Curve Tag Number • vmn ~ C) urve Table) +M4 +
O 6 ~ X6 9Q ° Bend C3 S68' 45' 28.81 'E 40.503 d = 15.5783 150.000
~2~ 6~~ Gate VQ'lV@ C4 S59' 12' 45.97'E 89.234 d = 34.6087 150.000 ase Line
O ~ ~ ° ELBOW C5 S86' 04' 00.46'E 30.543 d = 3.5005 500.000 ~o~~ 4. Phase Nu G~ ise Number
~ ~ to
v 2 2 ° ELBOW ~o~ -~~s 46. ts7 E 122.837 d = 48.3415 150.000 Horizon f alv Sco/e 7 50' ~9' ~ - Profile Exis Center file Existing Ground w ~
O 4 rJ ° E L B 0 W C~ N49' S7' 28.08' E 89.422 d = 22.9238 225. D00 Vertical Sca/e 7 "=5' rter
C8 N55' S8' 19.37'£ 42 721 d = 10.8953 225.000
O ~~~X~~~X8~X8~~ Cl"OSS 290
~ ~ Gate VO/Ve C9 N54' 04' 12.60'£ 24.738 d = 7, 0916 200.000 290
~2~ 8~~ Gate l/alve C~~ N52' 35' 03.37'£ 146.051 d = 28.1767 300.000
8X6 Reducer C17 N63' 38' 46.81 "W 143 310 d = 48.3415 175.000 _ _ _ k 3~.5~6.
06
O8 7 0 ~ x 7 0 ~~x8 ~~x8 Cross C12 N81 ' 40' Ol. 96 "w 119.892 d = 12 3343 558.004 285
(7) 70" Gate halve ,t- E~__ _~g- ~ 28 c
(2) 8" Gate Valve _ _ ~ p?N E q.2 - 285 ~ c6
_ N~~N P~~~TP 22~5~ _ i_ NI~N_pJ J~ ESE p. 5 ~p0. U a
285 _ _ _P 3 0 y
i_ ~ _ _ _ _ ~ _ _ ~ _ , i _ _ ~ 285 280 ~ G 0 ti
_ ~ i _ _ . 28
280
LOW PO/ T STA =17+06.42. ! _ _ _ LOW POIN ELEV =....253.453. _ _ _
280 _ _ _ . _ _ _ 280 275 _ __PVl STA _ ~8+_~.~ 00 _ w eo c+~ cat
- - - _ _ _ PVl E-EV -._.251:061 _ _ ~V
~------,4,- _---~~0~-------_ _ _ _ ~ O _ _ _ _ . _ _ _ . _ _ _ K _ = 36..1.8.5.... ~ - 7
_ _ ~ ; 275 z Ew,,, ~ o
_ _ _ _ . _ _ _ 344' VC _ . _ N N...
275 - - - - - - . _ . ~n . . 000
275 270 H/GH .PO/Nl S7'A_ =1.2.+ .7..92 _ _ _ _ ~ . ~
~ _ ~ m -t--- . 04
_ _ _ ~ _ - ~ 2 7 ~ ~ _ ~ 270 T
H/GH PO/NT ELEV = 25 .969 _ _ \ _ _ _ _ _ _ PVl STA = 72+63. 1 _ w z ~ 00 0-4 C>
270 _ _ ~ _ _ _ ~ _ _ _ - - . _ f'~l ELEV = ...260.44. _ . 00 LO
_ _ _ ^ I I~... ~ as ~
• - _ _ _ 70 265 34.396 _ `J ~ - - + 26
OW P NT STA. =8+69.38 _ ' _ _ _ _ I 114' .VC _ _ _ _ 265
LOW PO/N ~ ELEV = 254, 4 2 - _ _ _ _ I _ , _ _ _ _ _ co N _ I _ - - 0 P%04
_ PUl STA 8+51.16 265 - ~~~r~-~~-- -------------~r-€rE~--=- - : ~~o-.._ V U _ .
o ra ~~-22. a2 0..00) A. D. - 4; 5 ~ ' u?_.._.._.__ ~ ' m_ d0 _ . _ , . _ q
TOP 257.53 ~ M lNV OC/T 253.40. ~ _ K= 28..Q10 ~ J _ ~ ~ 265 260 _.y._~.._..____.-_-~---
o ~ . 727' VC ~ . _ _ \ _ _ , ~ N ~ _ J _ o - 26 .P~ 2~ 260
_ . g _ _ t;.~ ~i _ CB 153-A
v _ . _ 260 i ~ _ W _ _ . 33...18' ~ _ _ _i ~ \oyy _ _ _ _ . _ _ ! - G E MWA~ _a
~ ~I- ~ SSMH 35 ~ ~ _ _ _ 260 255 15" RcP _ ~ . FES 165 , -
rn ,2 ~ cv. _STA: 8f 09 76 (O. aDRJ ~ t~ _ _ ~ _ 92, _ _TOP..255.09 I ~ N , ~ ---~r~r~------ -ce ~s3-~ _ ce ~s2
_ _ 3 /N V lN: 246.20 " ~ W 1.62 ~ CB _ CB 144...... _ . CB 153-B _ _ _ 25 _ \ _ _ con 255 r zloo-~j r--a w
~ m m INV OZJT.~ 246:00 . . CB 747 j _ _ _ i_ . _ >,5,.. _ i , _ _ _ 66.11 ' ~''Cp 1,s 9 _ ~ _
13 93' _ _ - - _ _ CB 143 _ 15 RCP _ _ ' 15 RCP _ _ _ _ z
255 ce X45 _ ~ _ _ ~ W W _ z. _ J . _ _ . ~ _ x...1.519' _ _ _ 21.." 1
33:30,1. CB 747 CB 142 ~-7:50 . _ _ 15 ~i4G CB 140 _ I i.. " m - 255 250 _ 6" pVC SDR- - _ _ - _ ~I ss 2~0 ~aS VC Sp 8'PVC`233.91
0 2.49' _ . _ ~ _ - - ______M~.
a i _ 3 ~6 F'CP 3 ~~2 _4. ~8.,, _ ~7.2 15""RCP..' 70.9$" _ _ _ _ ~ _ _ _ _ _ _ _ _ 0 250
~ . SSMH 37 _ , . . _ _ _ _ STA: 11+ .96 (0 50R) . _ SS H 28 ~ _ _ _ . _
250 84.40' ~o o,~,~~ - - - - _w~,~.~~° -_______TOP-25 . - - _ STA• 15+21.62 (.06R)
J t5'1?CP - 3.839' 8 PVC - _ IN.V OUT . ~ 53.75 SSMH 27 8'~PVC 233.91 ' 25 0 2 4 5 _ Toy: 06- _ - lNV OUT.• 247.00..- _ I _ _ THESE DOCUMENTS ARE INSTRUMENTS
_ i..__~ ~ 13og15 _ _ _ SSMN 36 - INV OUT.• 2 0.00 _ I STA: 12187..66 (0:87L)..._ ~ 0.609 _ ~ _A------- - - - - - - - 245 OF SERVICE AND AS SUCH THESE
c I_ ~ _ _ , _ STA:10+15.81 (2.33L) _ . . _ _TOP.• 2.5.9.84 _ _ 245 DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
56.93' TOP.• 256.38 _ _ _ lNV llU: 248.60" _ _ _ . _ /NV OUl 248.40 _ _ . _ _ , _ _ _ _ _ _ _ f PROPERTY Of THE ENGINEER. PUBLISH
245 ~ 24'l?CP _ ~ 3280' . ~ lNV-lN: 249:75" _ OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
~ 2.329 245 240 WRITTEN APPROVAL.
c Q~~/~~.~ IN.~~N~ c~o1~^ O°~ N ~ N
J n~ ~ ~ I!1 ~ d' ~ C!1 ~ 240 240 ir'\ A -r r- 0-% J* of 0% --v
N ryIN NIN N ry N LO N LO LO vHit .S/lb/U/
N LO 06 N N N cv N N h n ~ ~ LO ~ j r`~ d' CF c0 06 LO v DRAWN BY : RVM
CNI 7+00 8+00 9+00 10+00 11+00 N N N N ~ N N N N N N LO N LO v
72+00 13+00 14f00 74+00 75+00 ~6f N N N N N ~ JOB NO. :0001,0001
76+00 77+00 18+00 1 9+00 20+00 21+00
00 SHEET NO.
3.3

i
LEGEND
Buffer Zone 1
Buffer Zone 2 V
ti~ z _O
- - - - - - Easement V
b ~ - - Building Setback ~w L1._
(V S'~
O„ W---H--W- Water Main & Valve
3'~~Olr''9 zFH Hydrant w/ Valve
~ ~ ~ ~ FES 766
. ~ 2~ Class 2~~ 4 ' \ ~ ~ ~ r ~ O Air Relive Valve
~ pVC SCR _ ~ C1p _ ~ 4 ~ W
4 ~ ~ O Sanitary Sewer Manhole Q
~ ~ \ ~ 3 ~
p°` Catch Basin or Drop inlet
\ \ \ ~ ~ ry ~o~"' ~ Flared End Section 0
a ~ ~ ry z
o • Sanitary Sewer Clean Out
r r
w Sire ~ Water Meter CARP
lic R~~ ~ ~i ~4~ PUb Q i .T~, 4 ~ 4 0000000000 O~.0 ~,eSS / '0 0oO
O FES 167 - ~ ~ H-~' ~ ~ Water Main Label (See r Water Main Legend) 0 0, 0 low
I ' SEAL ago ° ° o 0 0
~ Road Curve Tag Number g 19821 0
/ ~ ~ k~ ~ ~ (Curve Table) ° ° °o 40 0( Aj
/ ~ ¦ ¦ ~ Phase Line ~OV G I °°000000°°
b~ ~ i ``tt
/ ti ti 4, Phase Number cap or V
a~ r
/ ~ - Profile Existing Ground
~ Center 0
V
/ ; ~ J; C)
Tie To Existing 12~~ Water Moin Water Main Legend, z LCD
On Milton Road With +
12"x12"x8" Taping Tee And Va/ve/ 01 8x8"x6" Tee w/ z It
(2) 8" Gate Va/ves (1) 6" Gote Vo/ves CN 0
a
Q2 6"x6"x6" Tee w/ (3) 6" Gote Valves
cal e ~3 6'x6" 90' Bend 0
Horizontal Scale 1 "=50' (2) 6" Gote Volve ~Q C:)
Vertical Sca/e 1 "=5' 04 11' ELBOW +
Q5 22' ELBOW
~6 45' ELBOW CN
07 f0"x10"x8"'x8" Cross
~ iv v~cc vvivc (2) 8 Go to Vol ve
Oyu 290 _ _ ~ _ . ~ _ _ _ _ (1) 8"x6" Reducer 0
_ _ ~ _ ~8 10"x10'"x8"x8"' Cross
(1) ld' Gafe ~o/ve
_ _ _ ~ (2) 8" Gate Valve
285 . - 285
o~.__ _ Curve Table: Alignments
\Z pool
N _ _ N _ _ Curve # Chord Bearing Chord Distance De/to Radius a~
N Cl N81' S9' S7.62'E 83.194 d = 15.9403 300.000
N .O$% _ U a
280 ~ I_.. _ ~ ~ ~ _ _ 280 C2 S75' 30' S2.92'E' 112.791 d = 29.0317 225.000 0
_ ~ _ _ C3 S68' 45' 28.81'E 40.503 d = 15.5183 150.000
Z FES 167 C4 S59' l2' 45.97'E 89.234 d = 34.6087 150.000 I
~ _
C5 S86' 04' 00.46 "E 30.543 d = 3.5005 500.000
275 - , ..re ro ~r~ EX;St;,,g _ 275 \ Water Moin On C6 S63' 38' 46.81'E 122.837 d = 48.3415 150.000 W c0 m C\2
' Milfon Road With - _ _ _ _ _ 12'k12"x8" Taping C7 N49' S7' 28.08"E 89.422 d = 22.9238 225.000 U1 O •-i M - ~ Co c0 N
i_ Tee A d ~o/ve
C8 N55' S8' 19.37'E 42 727 d = 10.8953 225.000 z,~o
8" PVC SOR 2> C9 N54' 04' 12.60"E 24.738 d = 7.0916 200.000
2 7~ _-_Class 200 _ _ . 2 70 C 10 N52' 35' 03.37' E 146.051 d = 28.1767 300.000 o;Z)z~ ~
FES 166 Cf l N63' 38' 46.81 "W 143.310 d = 48.3415 175.000 a
C 12 N81 ' 40' O 1.96 "W 119.892 d = 12.3343 558.004
_ _ ~ Wz a
265 _ _ a x U
~ ~ 265 `
oo
a~
A _ _
i 260 - 260
q
C
_ _
r 255 . 255
c 0
N
Cn
3 _ _ _ _ _ _ _
250 ~u_____. 250
U
ti= L 0 _ _ _
C _ _ _ _ _ _ .
_C _ _ , _ _
U~ 245 - - 45
_ _ _ _ _ _ THESE DOCUMENTS ARE INSTRUMENTS
N 0 J OF SERVICE AND AS SUCH THESE
DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
c _ PROPERTY OF THE ENGINEER. PUBLISH
c c 240 240 OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
0 WRITTEN APPROVAL.
T N ~ ~ ^ ~ ~ ~ ~ N ~ N N ~
N N N ~ DATE 3/16/07
U ~ J N N N N N
i DRAWN BY : RVM
Lo C W 21+00 22+00 23+00 24+00 24+50
1) V JOB NO. :0001.0001
C SHEET NO.
0 0
0 0 3.4
0

i
i
z
LEGEND 0 cf)
Buffer Zone 1 w
Buffer Zone 2
- - - - - - Easement
f ~ ~ ` - Building Setback
f ~'!f .4 y 6 , Li
.,1 s yy-N--~,y- Water Main & Valve Q
0
1 . z FH Hydrant w/ Valve
J 0 1 'i r ' 0 ~ 0 ~ . A . 0
CB 75 , mw CB 157 a~ er 6 O Air Relive Valve z
:1 DI 158 O Sanitary Sewer Manhole
1 l~,
BIoW V~f r ~ Catch Basin or Drop Inlet
, ~ r Ul
~ ' ' j { ~ ~ ' i w ,1:'V ~ ,i 3~ l~ Flared End Section o 00000000000
j ~ t t ~ ~ 1 ~ ~ i 1 +f, i o o o
f :;~j ~ ~ ; r , i ,f + 85 • Sanitary Sewer Clean Out o SEAL 0 100 0 19821 0 now ftft
1.,i :;,,i r` ; . Dl 159 ~ ~ , , ' ' 0 Water Meter 0 °0
. i c ~ 00 loo 00 04 o NGIN QOooo 0000000,000
~ , Dl 160 ~ " DI 151 ~ - . 1 161 . ~ - - - Water Main Label (See V r` R1 G
DI 152 0 - , Di X62 Water Main Legend)
~ f V - - - , r DI 154 v ~ ~ i~ .ter i I 'ter 8~j ~ Road Curve Tag Number
, t DI 153 ~ ~ - DI 155 , 155 ~ ~ (Curve Table)
3 ~ . ~ ~ ~ ¦ ¦ ~ Phase Line
l 0 \ \ 1 \ ~ V
J O ^ v I / O ~ O ~ , ~ a . O ~ ~ , ~ ~ \ ~ ~ / f,~~ L~ Phase Number 06
O e 0 7 \ ~ / ~ 0 z
0 0' o ~ Dl~ i63 / ~ - Profile Existing Ground
a - ~ ~ ~ , ~ ~ ~ , 0 , , , 8 9 ~ / i Center
i ~ 10 Unlit Easemen t ~ y CB 116A- Dl 156 / / / E
11~ 116 hL ; ~ + V a , ~ _ 0
0 00 6 PV - ~ C SOR ss 200 a
1~ 4 OD W ~ CB 115 w / ~,~0 cn
w ~ 4 ~ n oyy Q /,y1 Curve Table: Alignments ~Q
C6 115A ~ 4+00 f 8 U / pR'~ . CO
, ?n ~ ~ ~ / ~G 5 Curve # Chord Bearing Chord Distance Delta Radi P Cl N81' S9' 57.62"E 83.194 d = 15.9403 300.0 Radius
~4 cu 300.000 ,44
C2 S75' 30' 52.92 ~E 112.791 d = 29.03f 7 225.0 225.000 0
C3 S68' 45' 28.81'E 40.503 d = 15.5183 150.0 150.000 N
/~A r~Gn. ?n~ is n7»r OA '77A A _ 7A C/107 EGA A I cn nnn qzi'
Water Main Leq,.end: ''T -~:~y ~t •?~.yi C VJ.GJT v .~~r.~voi i;~v.v C5 S86' 04' 00.46'E 30.543 d = 3.5005 500.0 VVV 7
Scale 500.000
Horizontal Scale 7"=50' Q 8"x8"x6" Tee w/ (2) 8" Gafe ~vlves C6 S63' 38' 46.81'E' 122.837 d = 48.3415 150.O (1) 6~~ Gote Volves 150.000 0
l/ertica/ Sca/e 1 "=5'
02 6 "x6 "x6 " Tee w/ C7 N49' 57' 28.08' E 89.422 d = 22 9238 225.0 225.000 N ~ L.L
(3) 6" Gote Volves C8 N55' S8' 19.37"E 42.721 d = 10.8953 225.0 225.000 ~ a 06
03 6 "x6 " 90' Bend C9 N54' 04' 1 Z 60' E' 24.738 d = 7.0916 200.0 200.000
(2) 6" Gate Valve
2 70 2 70 ~4 11' ELBOW Cl0 N52' 35' 03.37'E 146.051 d = 28.1767 300.0 300.000 ~ U
~5 22' ELBOW Cl l N63' 38' 46.81 "W 143.310 d = 48.3415 175.O ~6 45' ELBOW C12 N81' 40' 01.96"W 719.892 d = 12.3343 558.0 175.000
558.004
07 10 z 10 "x8 "x8'~ Cross
(1) 10" Gate Va/ve
265 265 (2) 8" Gote Va/ve (1) 8"x6~~ Reducer
08 10"x10"'x8'"x8~~ Cross (1) 1 D" Gafe Vo/ve W co t~'~ C~2
(2) 8" Gote Vo/ve
zw~o
26~ Existing Ground 260 270
270 ~L) o cnz~ o
255 255 265
265 o a o
Existing Ground
~ co
Dl l63 a~
250
~ 250 260 260
T 9~
o ~
~i co Dl 756
245 X62 Proposed Ground 245 255 255
0 Proposed Ground
.mss. m ~
858. W
240 ~ 3 o. ~s~ ~ 240 250 ~ `A D/ 154 250
e
D/ 155 i
92.71 ' 1 D/ 160 X2.71 ' 1 D/ 153
~ 0.50 235 245 ~ 0.50 ' S3 15 "RCP
235 ~5 R~ o z~ 0. 59; 245
~,3,g•
C 15'RCP D/ 159 CB 157 ~ `3 p D/ 752
• 869,' D/ 158 THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
3 1~ CB 116A DRAWINGS, DESIGNS, AND DESIGN
y 230 2 'S~~ 230 240 ~'S~~''Cp Dl 151 CONCEPTS PRESENTED REMAIN THE
J 2 X39 81, 5 ¢g 240 PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
O in DESIGNS ONLY WITH THE ENGINEER'S
O WRITTEN APPROVAL.
225 225 235
235 DATE : 3/16/07
o~M o,~ oo~ ~o ~j~4 ~O ~N N~ DRAWN BY : RVM
J C6 q: N-) LO - N JOB NO. :0001.0001
O NN NN NN NN 00 N N N N N N N N N N cow N~ a0~ o co p N ~ L6 CO d' o
N N N N N N N N N N N N
SHEET NO.
7+50 7+00 6+00 5+00 4+00 3+ 00 2+00 1+00 0+00 0+'00 1 + 00 2+00 3+00 4+00 5+00 6+00 7+00
0 0 0 3.5
0
0
~i

I
c n
z
O ~ I
w
Note to Surveyor: Grnd/Rim E/evation is Not Back of Curb E/evation.
w
Q
System Q stem Q o
toff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn Note: » „
From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff Adnl ~t ac ac C min min in/hr cfs c FES 167 FES 166 75.24 0.87 0.87 0.5 0.44 0.44 5 5 7.4 3.21 System P cfs cfs cfs ft/s i n % ft ft ft ft ft ft Computations for Storm Systems A , F , and / have been included in their entirety to assist the reviewer in understanding the O
0 3.21 15.79 4.26 15 5.98 274.5 270 275.22 270.76 NA NA overall drainage system. Structure Numbers and System Letters z
shou/d be used to find the desired information.
CAR 0000000000 i
eSS 0~ ~ ~ F 07
From To LineLength Incr.Area TotalArea unoffCoe IncrC x A TotalC x A InletTime TimeConc Rnfallnt otalRuno AdnlFlow Tota ow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn °0 0 % Qq- o
ft ac ac C min min in/hr cfs cfs FES 165 JB 151 159.5 6.61 6.61 0.45 2.97 2.97 5 5 7.4 21.94 0 21 ~ cfs cfs ft/s in % ft ft ft ft ft ft 21.94 37.99 10.14 24 2.82 251.5 247 253.16 248.1 NA NA o SEAL a 0 o s 0 19821 0
~000 ~r o NGE 0000000000 R~ rG
S stem N nN
From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlo ft ac ac) C min min in/hr cfs cfs AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Gmd/RimUp Grnd/RimDn cfs cfs cfs ft/s in % ft ft ft ft ft ft System
0 1.63 7.95 2.56 15 1.51 254.2 2532 254.71 254.13 258.48 258 alArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow Total Flow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimU -nd/RimUp Grnd/RimDn
CB 153-B CB 153-A 66.04 0.43 0.43 0.57 0.25 0.25 5 5 7.4 1.81 0 0 0.49 7.01 0.74 15 1.18 253.6 253.2 254.18 254.14 257.33 257.33 From To LineLength Incr.Area TotalArea R 'ac C min min in/hr cfs cfs cfs) cfs ft/s) in % ft ft ft ft) ft ft ft o
CB 153-C CB 153-A 33.99 0.07 0.07 0.95 0.07 0.07 5 5 7.4 0.49 0 CB 153-A CB 153 115.89 0.28 0.78 0.58 0.16 0.47 5 6.4 6.9 3.28 0 0 3.43 9.29 3.66 15 2.07 253.1 250.7 253.84 252.42 257.33 255.48 ft) ac ac 0 4.83 7.92 5.99 15 1.5 250.6 250.1 251.48 250.81 255.37 255.48 DI 102 CB 101 114.17 1.02 1.02 1.02 0.55 0.56 0.56 5 5 7.4 4.14 0 4.14 10.02 4.18 15 2.41 180 177.25 180.81 178.42 184.58 184.58 181.15 V 180.4 177.81
CB 153 CB 152 33.23 0.36 1.14 a.54 0.19 0.67 5 7.1 6.7 4.5 0 0 5.45 13.15 7.72 15 4.14 249.3 247 250.23 247.57 255.37 242 CB 101 CB 100 105.45 0.41 1.43 1.43 0.65 0.27 0.83 5 5.6 72 5.95 0 5.95 18.99 4.27 18 3.27 177.25 173.8 178.18 175.93 180.4 177.07 177.33 °
CB 152 JB 151 55.49 0.14 1.28 0.5 0.07 0.74 5 7.2 6.7 4.94 0 CB 100 CB 103 35 0.35 1.78 1.78 0.65 0.23 1.06 5 6.1 7 7.41 0 7.41 22.62 3.64 24 1 173.8 173.45 175.63 174.94 177.07 2.34 0.65 0.36 1.42 5 6.4 6.9 9.86 0 9.86 64.02 7 24 8.01 173.45 170.3 174.56 171.09 177.07 177.07 177.09 Z
CB 103 CB 99 39.32 0.56 2.34 CB 77 CB 73 35 0.6 0.6 0.6 0.65 0.39 0.39 5 5 7.4 2.88 0 2.88 5.98 2.34 15 0.86 207.3 207 208.9 208.83 210.47 210.47 211.22 229.19 218.04
S stem From To LlneLengtN Incr.Area TotalArea R~inoffCoeff. IncrC x A TotalC x A inletTime TlmeConc Rnfallnt TotalRunoff Adn (ft) (ac} ac {C} (min) mill} {in/lir} cfs (c CB 17 CB 18 34.85 8.37 0.37 0.75 0.28 Q.28 5 5 7.4 2.05 CB 18 CB 4 56.92 Q.1 0,47 0.7 0.07 0.35 5 5.3 7.3 2.52 CB 5 CB 4 34.91 0.2 0.2 Q.7 0.14 Q.14 5 5 7.4 1.03 CB 16 CB 7 32.54 0.1G 0.16 Q.G4 0.1 0.1 5 5 7.4 4.76 S stem A CB 76 CB 75 243.34 0.87 0.87 J.87 0.65 0.57 0.57 5 5 7.4 4.17 0 4.17 14.28 4.15 15 4.89 225.9 214 226.72 215.7 229.19 217.32 218.07
Hoff AdnlFlow TotalFlow CapacF~dl Veloc PIpeSlze PlpeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RImDn CB 75 CB 74 34.5 0.6 1.47 1.47 0.65 0.39 0.96 5 6.2 7 6.68 0 6.68 8.94 3.99 18 0.72 214 213.75 215.43 215.2 217.32 217.32 211.22 C)
(cfs cfsl icfs) it/s (In' A (ft (f1) fl) R CB 74 CB 73 130.48 0.32 1.79 1.79 0.8 0.26 1.21 5 6.4 6.9 8.42 0 8.42 24.15 5.39 18 529 213.75 206.85 214.86 208.56 217.32 2.5 0.65 0.07 1.67 5 6.8 6.8 11.39 0 11.39 22.65 7.24 18 4.65 206.85 199.9 208.14 201.11 210.47 210.47 203.62
0 2.45 2.89 2.55 15 0.2 16Q.07 160 160.85 16Q.78 165.25 165.26 CB 73 CB 72 149.4 0.11 2.5 2.61 0.7 0.08 1.75 5 7.2 6.7 11.72 0 11.72 48.36 4.81 24 4.57 199.9 198.3 201.11 201 203.56 203.56 203.62 203.56 204.81 .
0 2,52 2.84 Z.Q6 15 0.19 155.31 155.2 157.69 157.6 165.26 160.39 CB 72 CB 71 35 0.11 2.61 Q 1.U3 6.47 0.84 15 1 155.55 155.2 157.67 157.66 160.4 16U.39 CB 71 CB 67 39.73 0.37 2.98 2.98 O.G 0.22 1.97 5 7.4 6.6 13.11 0 13.11 34.97 4.17 24 2.39 198.3 197.35 200.74 200.61 203.56 21 208.56 Q
0 0.76 11.32 3.96 15 3.07 168.69 167.69 169.04 1&7.91 172.62 172.54 DI 70 CB 68 112.87 0.88 0.88 0.88 0.55 0.48 0.48 5 5 7.4 3.57 0 3.57 17.35 3.75 15 7.22 208.15 200 208.91 202.53 213 0.25 0.7 0.18 0.18 5 5 7.4 1.29 0 1.29 5.46 2.1 15 0.71 229 228.75 230.01 229.53 233.6 233.6 234.39
CB 15 CB 14 34.51 0.2 0.2 U.G~t 0.13 0.13 5 5 7.4 0.94 0 0.94 4.92 0.77 15 0.58 178 177.8 18Q.09 18Q.08 181.29 181.29 CB 58 CB 57 35 025 0.25 0.51 0.7 0.18 0.36 5 5.6 7.2 2.57 0 2.57 17.76 7.15 15 7.57 228.75 210 229.39 210.32 233.64 233.64 218.04 209.07 209.07
CB 14 CB 12 44.47 0.25 0.~5 O.G4 0.16 0.29 5 5.7 7.1 2.d5 Q 2,Q5 6.42 1.67 15 0.99 177.8 177.4 180.02 179.97 181.29 182.64 CB 57 CB 56 247.77 0.26 0.51 ' 0 0.47 19.75 0.28 18 3.54 203.96 202.74 205.21 285.21 207.99 287.99 CB 53 CB 54 34.81 0.22 0.22 0.22 0.75 0.17 0.17 5 5 7.4 1.22 0 1.22 12.48 0.99 15 3.73 204.3 203 205.62 205.6 209.07 233.43 233.52 4
CB 28 CB 27 34.5 Q.1 0.1 Q.6a 0.06 0.4G 5 5 7.4 0.47 p 2.'17 25.17 x.41 1$ 5.75 205.29 202.74 205.85 205.19 2U9.56 24G.74 CB 106 CB 105 31.22 0.83 0.83 0.83 0.7 0.58 0.58 5 5 7.4 4.29 0 4.29 10.21 4.23 15 2.5 229.53 228.75 230.36 230.12 233.43 233.52 231
CB 29 CB 27 44.37 0.46 0.4G 0.64 0.29 0.29 5 5 7.4 2.17 CB 27 CB 25 72.2G 0.44 1 O.G4 0.28 Q.64 5 7.2 G.7 4.3 4 4.3 15.51 1.37 24 a.47 2fl2.74 202.4 205.15 205.13 2U7.99 207.91 CB 105 CB 104 91.28 0.65 1.48 1.48 0.7 0.46 1.04 5 5.1 7.3 7.59 0 7.59 17.99 6.41 18 2.94 228.75 226.07 229.8 226.95 233.52 2.35 0.7 0.61 1.65 5 5.5 7.2 11.86 0 11.86 40.75 5.71 24 3.25 225.47 218 226.69 219.3 231 231 225.41 Cd
CB 33 CB 32 42.9 0.95 0.95 0.64 0.61 Q.61 5 5 7.4 4.~9 i p 4.49 14.79 4.36 15 5.24 222.45 220.2 223.3 221.84 225.69 223.7 CB 104 CB 62 230.13 0.87 2.35 0 0.71 5.57 Q.58 15 0.74 220.46 224.2 222.U5 222.04 223.7 223.7 CB 64 CB 63 37.2 0.55 0.55 0.55 0.75 0.41 0.41 5 5 7.4 3.04 0 3.04 6.26 3.34 15 0.94 223.93 223.58 225.15 224.68 228.81 228.81 229.79 W L 252.01 246.27
CB 31 CB 32 34.99 U.15 0.15 4.64 0.1 4.1 5 5 7.4 0.71 ~ p 5.64 5.G5 4.G 15 8.76 220.2 219.85 221.45 221.15 223.7 222.95 DI 163 DI 162 92.39 0.1 0.1 0.1 0.6 0.06 0.06 5 5 7.4 0.44 0 0.44 1622 4 15 6.31 249.6 243.77 249.87 243.91 252.01 246.27 239.32 ct
CB 32 CB 34 45.78 0.15 1.25 Q.64 0.1 Q.8 5 & 7.1 5.64 0 8.07 16.x8 5.23 18 2.35 219.85 219 220.93 220.52 223.28 223.95 DI 162 D1161 168.57 0.13 0.23 0.23 0.6 0.08 0.14 5 9.3 6.2 0.85 0 0.85 11.51 2.05 15 3.18 242.16 236.8 242.53 237.46 246.27 239.32 236.05
CB 34 CB 35 3G.23 0.55 1.8 0.64 0.35 1.15 5 6.2 7 8.07 r•o ez ~o ~e st7 qci fl 39 2.19 Q.6~ U.25 1.4 5 6.3 7 9.76 > 0 9.76 28.35 6.Q1 18 7.29 219 212.95 220.19 214.42 223.28 216.71 DI1G1 DI16~ 131.84 0.23 0.46 0.46 0.6 0.14 0.28 5 12.8 5.5 1.51 0 1.51 10.45 2.48 15 2.62 236.8 233.35 237.29 234.25 239.32 „ ~ ~ n ~ n zst ~ ~d 7 5.2 1.98 0 1.98 8.82 2.91 15 1.86 233.5 230.5 234.06 231.39 236.05 236.05 233.23 ..%A rTl
VD JN V4 LV vr. CB 26 CB 25 189.13 b.2 2.39 O.G4 0.13 1.53 5 &.5 G.9 1 U.54 4 0 10.54 24.8 G.36 tt3 ~.~ts ~i~.yo cuc.w ~i4.~~ ~~Y.o ~v~.='• UI1bu ui~5y inu.ao v.ii v.v~
CB 25 CB 24 35 4.34 3.73 0.64 0.22 2.39 5 8 &.5 15.52 2 0 15.52 22.&2 5.94 24 1 202.4 202.05 203.8 203.82 207.91 247.9 DI 159 DI 158 69.11 0.27 0.9 0.9 0.6 0.16 0.54 5 15.6 5 2.72 0 2.72 9.19 3.57 15 2.03 230.5 229.1 231.16 zzy.yi 1:i3.L3 0.94 0.6 0.02 0.56 5 16 5 2.81 0 2.81 7.99 3.39 15 1.53 229.1 227.85 229.77 228.85 234 12~ 3 234/_6 4 .85 w 234.21 230.36 W
CB 24 CB 22 192.52 0.23 3.96 4.64 0.15 2.53 5 8.1 U.5 16.41 1 d 1G.41 42.35 6A1 24 3.51 2U2.05 195.3 203.48 197.65 2Q7.9 198.99 DI 158 CB 157 81.57 0.04 0.94 4 0 16.44 X0.94 5.87 24 0.8& 195.3 195 196.86 196.82 198.99 198.99 CB 157 CB 63 73.06 0.26 1.2 1.2 0.75 0.2 0.76 5 16.5 4.9 3.73 0 3,73 15.61 3.87 15 5.84 227.85 223.58 228.62 224.79 234.21 229.79 225.32 N (3~
CB 22 CB 23 34.99 0.1 4.06 4.64 O.Q6 2.6 5 8.7 &.3 1 G.44 G 0 17.46 49.11 G.34 24 4.71 195 185.75 196.48 187.65 198.99 189.9 CB 63 CB 62 75.79 0.08 1.83 1.83 0.8 0.06 124 5 16.8 4.9 6.01 0 6.01 29.74 4.29 18 8.02 223.58 217.5 224.52 219.34 229.79 225.32 214 ~ 4-4
CB 23 CB 13 196.21 0.27 4.33 U.G4 0.17 2.77 5 8.8 6.3 17.4G CB 13 CB 12 163.92 0.5 4.83 0.64 a.32 3.U9 5 9.4 G.2 19A5 5 0 19.05 51.05 6.69 24 5.09 185.75 177.4 187.3 179.45 189.9 182.64 CB 62 CB 61 152.42 0.72 4.9 4.9 0.6 0.43 3.31 5 17.2 4.8 15.97 0 15.97 69.52 5.9 24 9.45 217.4 203 218.82 206.12 225.32 0.26 0.85 0.22 0.22 5 5 7.4 1.63 0 1.63 6.55 1.33 15 1.03 203.2 202.85 206.96 206.94 210.38 210.38 210.38
CB 12 CB 11 33.71 0.36 5.64 0.64 0.23 3.G1 5 9.8 6.1 21.88 8 0 21.88 32.59 7.45 24 2.Q8 177.4 176.7 179.06 178.64 182.64 182.64 CB 125 CB 126 34 0.26 0.26 T 8 22.7 24.51 7.71 24 1.17 176.7 174.69 178.39 176.58 '182.64 178.61 CB 134 CB 133 164.8 0.64 0.64 0.64 0.7 0.45 0.45 5 5 7.4 3.3 0 3.3 18.2 7.85 15 7.94 246.16 233.07 246.89 233.43 247.46 247.46 240.53 236.14 236.15 ~
CB 11 C610 171.2 0.23 5.$7 Q.64 0.13 3.76 5 9.9 6 22.7 9 0 22.79 39.13 8.39 24 2.99 174.69 173.69 176.38 173.24 178.G1 178.G1 CB 150 CB 135 32.9 0.18 0.18 0.18 0.8 0.14 0.14 5 5 7.4 1.06 0 1.06 10.38 0.87 15 2.58 231.47 230.62 233.43 233.42 236.14 243 238.82 U°
CB 1 Q CB 9 33.41 8.11 5.98 O.G4 0.47 3.83 5 10.3 6 22.79 • CB 9 CB 8 148.05 4.24 6.22 0.64 0.15 3.98 5 10.4 5.9 23.64 .4 a 23.64 87.36 5.5 36 1.72 173.69 171.15 175.24 173.21 178.61 176.27 DI 149 CB 136 89.52 1.07 1.07 1.07 0.55 0.59 0.59 5 5 7.4 4.34 0 4.34 14.78 4.27 15 5.24 238.64 233.95 239.47 235.19 243 245.26 245.3 0
CB 8 CB 7 112.63 0.38 6.6 U.64 0.24 4.22 5 11.2 5.8 24.42 .2 0 24.42 128.94 1Q.23 36 3.74 171.15 166.94 172.73 167.83 176.27 172.54' CB 148 CB 138 33.96 0.43 0.43 0.43 0.75 0.32 0.32 5 5 7.4 2.38 0 2.38 6.56 2.06 15 1.03 240.66 240.31 241.7 241.67 245.26 0.53 0.65 0.34 0.34 5 5 7.4 2.54 0 2.54 7.92 3.2 15 1.5 253.37 251.37 254.01 252.4 258.31 258.31 256.1 256.1 254.95 o
CB 7 CB 6 111 0.27 7.03 a.G4 0.17 4.5 5 11.8 5.7 25.51 .1 0 25.51 39.53 5.14 36 Q.35 161.94 161.55 163.82 163.65 17.54 166.84 CB 144 CB 143 132.93 0.53 0.53 t1 0 25.81 163.24 5.57 36 5.99 161.55 155.2 163.17 157.46 '166.72 160.39 CB 143 CB 142 70.98 0.53 1.06 1.06 0.65 0.34 0.69 5 6.1 7 4.84 0 4.84 12.21 4.07 18 1.35 251.27 250.31 252.11 251.44 256.1 254.95 254.55
CB G CB 4 1UG 0.2'1 7.24 0.64 0.13 4.63 5 12.3 5.G 25.$1 CB 4 CB 2 108.27 0.3 8.21 6.G4 0.19 5.31 5 12.8 5.5 29.11 11 0 29.11 164.Q4 6.a5 3G 6.05 155.2 148.65 156.92 15Q.89 160.39 154.84 CB 142 CB 141 47.23 0.27 1.33 1.33 0.65 0.18 0.86 5 6.5 6.9 5.97 0 5.97 10.91 4.38 18 1.08 25021 249.7 251.14 251.04 254.95 256.11 255.66
CB 2 8X8 JB 113.77 0.3 8.51 0.64 0.19 5.51 5 13.3 5.4 29.73 '3 0 29.73 8Q.32 8.62 3G 1.45 148.G5 147 150.39 148.2~J 154.84 150.42 CB 147 CB 145 33.3 0.11 0.11 0.11 0.8 0.09 0.09 5 5 7.4 0.65 0 0.65 10.13 1.32 15 2.46 251.97 251.15 252.88 252.36 256.11 0.48 0.65 0.31 0.31 5 5 7.4 2.3 0 2.3 12.6G 2.91 15 3.85 254.38 251.15 254.99 252.31 256.34 256.34 255.66
CB 146 CB 145 84 0.48 0.48 CB 145 CB 141 112.84 0.48 1.07 1.07 0.65 0.31 0.71 5 6 7 5.01 0 5.01 11.9 3.88 18 1.29 251.15 249.7 252 251.09 255.66 255.66 254.55 i 254.55 254.55 W cc co N
System F CB 141 CB 140 32.79 0.51 2.91 2.91 0.65 0.33 1.91 5 6.7 6.8 13.04 0 13.04 34.43 5.66 24 2.32 249.35 248.59 250.63 250.09 254.55 254.55 253.46 cr) p .--4 m -
nlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn CB 140 CB 139 56.93 022 3.13 3.13 0.8 0.18 2.08 5 6.9 G.8 14.16 0 14.16 29.98 6.45 24 1.76 248.39 247.39 249.72 248.7 254.55 253.46 245.3 ~D m ~ ~
From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow ft ac ac C min min inlhr cfs cfs cfs cfs cfs ft/s in % ft ft ft , ft ft ft CB 139 CB 138 166.45 0.04 3.17 3.17 0.8 0.03 2.12 5 7.1 6.7 14.25 0 14.25 46.52 6.14 24 4.23 247.04 240 248.38 241.44 253.46 3.68 0.8 0.06 2.5 5 7.7 6.6 16.43 0 16.43 61.96 7.43 24 7.5 239.6 236.87 241.04 238.11 245.3 245.3 242.38 Z W ~ O
CB 51 CB 50 34.23 0.63 0.63 0.65 0.41 0.41 5 5 7.4 3.02 0 0 3.02 11.04 3.38 15 2.92 200 199 200.7 200.27 204.87 204.87 CB 138 CB 137 36.38 0.08 3.68 3.71 0.8 0.02 2.53 5 7.8 6.5 16.51 0 16.51 42.28 6.04 24 3.5 236.37 232.94 237.81 234.96 242.38 242.38 238.82 E 238.82 236.15 ~
CB 43 CB 39 34.48 0.22 0.22 0.7 0.15 0.15 5 5 7.4 1.14 0 0 1.14 4.92 1.13 15 0.58 233.7 233.5 234.57 234.56 237.3 237.37 CB 137 CB 136 98.14 0.03 3.71 0 1.27 4.51 1.04 15 0.49 236.64 236.47 237.84 237.83 240.82 240.72 CB 136 CB 135 89.2 0.23 5.01 5.01 0.65 0.15 3.26 5 8.2 6.4 21.05 0 21.05 35.68 7.2 24 2.49 232.84 230.62 234.47 233.42 238.82 236.15 238.13
C B 42 C B 41 34.85 0.23 0.23 0.75 0.17 0.17 5 5 7.4 1.27 0 0 2.48 4.61 3.18 15 0.51 236.47 236.26 237.63 237.1 240.18 240.2 CB 135 CB 133 48.94 0.15 5.34 5.34 0.65 0.1 3.51 5 8.4 6.4 22.4 0 22.4 48.61 4.71 36 0.53 230.32 230.06 233.02 232.12 236.15 240.53 240.53 ~ z ~ O
CB 41 CB 40 41.29 0.23 0.46 0.75 0.17 0.35 5 5.6 7.2 2.48 0 0 2.61 7.82 3.25 15 1.47 236.26 233.5 236.91 234.53 240.2 237.37 CB 133 CB 132 33.99 0.24 6.22 6.22 0.7 0.17 4.12 5 8.7 6.3 26.05 0 26.05 154.33 6.55 36 5.35 229.96 228.14 231.59 229.81 240.5 6.51 0.8 0.23 4.35 5 8.9 6.3 27.34 0 27.34 98.16 5.94 36 2.17 227.64 225 229.31 227.13 240.5 6.55 0.85 0.03 4.39 5 9.4 6.1 26.97 0 26.97 106.15 5.89 36 2.53 225 222.3 226.66 224.43 235.6 6.61 0.85 0.05 4.44 5 10 6 26.77 0 26.77 123.66 6.14 36 3.44 222.3 218.2 223.95 220.14 230.91 ~ V 240.53 232.93 ~ m 235.69 227.8 a x ~
CB 40 CB 39 188.09 0.03 0.49 0.8 0.02 0.37 5 5.9 7.1 2.61 0 CB 39 CB 38 17121 0.14 0.85 0.75 0.11 0.63 5 7.4 6.7 4.18 0 0 4.18 28.88 3.43 18 7.56 233.5 220.55 234.28 224.81 237.37 234.85 CB 132 CB 131A 121.87 0.29 6.51 230.91 222.87
CB 37 CB 38 34.11 0.06 0.06 0.75 0.05 0.05 5 5 7.4 0.33 0 0 0.33 6.54 0.27 15 1.03 220,9 220.55 224.81 224.81 234.17 234.21 CB 131A CB 131 106.59 0.04 6.55 0 3.51 14.07 3.82 15 4.75 240.4 230.4 241.15 231.5 248.7 236.64 CB 131 CB 130 119.26 0.06 6.61 225.89 222.88 z
DI 119 CB 118 210.66 0.68 0.68 0.7 0.48 0.48 5 5 7.4 3.51 0 0 8.27 38.17 3.89 24 2.85 230.2 227.6 231.22 230.25 235.91 234.55 CB 130 CB 129 32.47 0.06 6.67 6.67 0.85 0.05 4.49 5 10.6 5.9 26.51 0 26.51 52.34 6.23 36 0.62 217.33 217.13 218.98 218.98 225.8 7.72 0.65 0.68 5.17 5 10.7 5.9 30.37 0 30.37 139.23 6.86 36 4.36 217.13 210.39 218.89 212.24 225.8 8.46 0.65 0.48 5.65 5 11.4 5.7 32.42 0 32.42 121.97 6.37 36 3.34 209.89 205.7 211.7 208.04 219.3 8.86 0.65 0.26 5.91 5 11.9 5.6 33.32 0 33.32 88.91 6.02 36 1.78 205.69 202.85 207.53 206.62 215.3 9.5 0.65 0.25 6.38 5 12.6 5.5 35.19 0 35.19 68.3 4.98 36 1.05 202.85 202.3 206.27 206.12 210.3 15.12 0.65 0.47 10.16 5 17.6 4.8 48.43 0 48.43 149.68 3.98 48 1.09 202.3 201.9 205.86 205.85 213. 16 0.7 0.62 10.78 5 17.8 4.7 51.14 0 51.14 113.56 4.13 48 0.62 201.9 201.6 205.65 205.6 212.21 225.89 216.22
CB 118 CB 109 91.29 1.18 1.86 0.6 0.71 1.18 5 6.2 7 8.27 0 CB 1226 CB 122A 33.01 0.44 0.44 0.65 0.29 0.29 5 5 7.4 2.11 0 0 2.11 7.11 1.93 15 1.21 245.2 244.8 246.11 246.12 249.32 249.32 CB 129 CB 128 154.66 1.05 7.72 219.38 211.09 Lo a 215.36 210 ~ ~ . 0
CB 123A CB 123 120.63 0.52 0.52 0.65 0.34 0.34 5 5 7.4 2.49 0 0 2.49 13.41 4.07 15 4.31 255.2 250 255.83 250.62 262.14 254.88 CB 128 CB 127 125.27 x.74 8.46 210.38 213.33
CB 123 CB 122A 100.54 0.52 1.04 0.65 0.34 0.68 5 6 7.1 4.77 0 0 4.77 22.58 3.89 18 4.63 249.5 244.85 250.33 246.09 254.88 249.86 CB 127 CB 126 159.8 0.4 8.86 0 9.06 44.72 6.93 24 3.91 244.7 239.12 245.77 239.86 249.32 243.18 CB 126 CB 61 52.44 0.38 9.5 213.33 212.3 ~
CB 122A CB 122 142.75 0.51 1.99 0.7 0.36 1.32 5 6.6 6.9 9.06 0 0 13.11 55.9 4.95 30 1.86 238.3 237.7 239.51 239.18 243.18 243.19 CB 61 CB 60 36.84 0.72 15.12 212.21 209.82 209.07 214.29
CB 122 CB 121 32.3 1.01 3 0.65 0.66 1.98 5 7.4 6.6 13.11 0 CB 121 CB 120 76.65 0.35 3.35 0.65 0.23 2.2 5 7.6 6.6 14.5 0 0 14.5 64.57 5.13 30 2.48 237.5 235.6 238.77 237.17 243.19 238.39 CB 60 CB 54 48 0.88 16 16.46 0.65. 0.16 11.1 5 18 4.7 52.38 0 52.38 106.12 5.01 48 0.55 201.6 200.8 205.12 204.35 209.0 16.48 0.85 0.02 11.12 5 18.6 4.6 51.62 0 51.62 122.53 4.47 48 0.73 200.8 200.5 204.02 204.12 213.1 17.4 0.7 0.29 11.76 5 18.8 4.6 54.36 0 54.36 121.77 4.64 48 0.72 200.5 200.25 203.76 203.9 217.7 213.17 218.04
CB 120 CB 110 182.85 0.85 4.2 0.75 0.64 2.84 5 8.1 6.5 18.38 0 0 18.38 114.61 5.28 36 2.95 235.4 230 236.77 231.63 240.71 235.02 CB 54 CB 55 146.59 0.24 16.46 0 0.41 8.88 0.36 15 1.89 235.5 234.8 236.51 236.51 239.26 240.24 CB 55 CB 56 41.23 0.02 16.48 217.72 218.41
CB 117 CB 111 37 0.07 0.07 0.8 0.06 0.06 5 5 7.4 0.41 0 0 2.01 12.41 3.08 15 3.69 249.5 244.4 250.07 245.19 254.27 248.5 CB 56 CB 59 34.79 0.41 17.4 217.72 214.17 ~
CB 115A CB 115 138.05 0.42 0.42 0.65 0.27 0.27 5 5 7.4 2.01 0 CB 115 CB 114 33.22 0.42 0.84 0.65 0.27 0.55 5 6.4 6.9 3.78 0 0 3.78 12.88 3.63 16 1.51 244.2 243.7 244.94 244.73 248.5 248.47 CB 59 CB 69A 9b.15 0.52 17.92 17.92 0.65 0.34 12.1 5 18.9 4.6 55.72 0 55.72 188.36 4.64 48 1.72 20025 198.7 203:54 203.62 217.7 18.06 0.65 0.09 12.19 5 19.3 4.6 55.62 0 55.62 145.66 4.92 48 1.03 199.7 198.45 203.17 202.7 213. 18.42 0.65 0.23 12.42 5 19.8 4.5 55.99 0 55.99 143.48 4.46 48 1 198.45 197.95 202.6 202.53 209.4 213.42 210.19 209.44 208.56
CB 114 CB 113A 113.42 0.68 1.52 0.7 0.48 1.02 5 6.7 6.9 7.01 0 0 7.01 31.5 4.09 24 1.94 243.5 241.3 244.44 242.57 248.47 246.03 CB 69A CB 69 121.57 0.14 18.06 207.82 204.81
~ CB 113A CB 113 141.08 0.58 2.1 0.7 0.41 1.43 5 7.5 6.6 9.46 0 0 9.46 39.02 4.26 24 2.98 241.1 236.9 242.19 238.76 246.03 244.54 CB 69 CB 68 50.12 0.36 18.42 0 0.53 19.71 1.61 15 9.31 255.2 246.87 255.49 247.55 259.6 250.56 CB 68 CB 67 99.51 0.07 15.37 15.37 0.8 0.06 12.96 5 20 4.5 58.13 0 58.13 111.54 6.14 48 0.6 197.95 197.35 201.79 200.55 207. 22.65 0.65 02 15.13 5 20.4 4.4 67.19 0 67.19 163.17 7.41 48 1.29 197.35 196.9 199.77 200.02 204.5 204.5 203.98
~ DI 156 DI 155 89.45 0.09 0.09 0.8 0.07 0.07 5 5 7.4 0.53 0 0 1.12 4.6 2.31 15 0.51 246.87 246.4 247.3 247.1 250.56 253.23 CB 67 CB 66 34.88 0.3 22.65 23.11 0.7 0.32 15.45 5 20.5 4.4 68.42 0 68.42 322.86 7.53 48 5.05 196.9 189.55 199.35 192.65 203.6 23.25 0.75 0.11 15.56 5 21 4.4 68.07 0 68.07 423.12 7.46 48 8.68 189.55 186.6 191.99 189.74 195.9 203.68 195.9
s% DI 155 DI 154 92.7 0.13 0.22 0.8 0.1 0.18 5 8.4 6.4 1.12 0 DI 154 DI 153 137.53 0.13 0.35 0.8 0.1 028 5 10 6 1.69 0 0 1.69 5.22 2.69 15 0.65 246.4 245.5 246.92 246.36 253.23 248.51 CB 66 CB 86A 145.5 0.46 23.11 195.9 193.81 194.58 181.58
DI 153 DI 152 127.33 0.2 0.55 0.8 0.16 0.44 5 11.4 5.7 2.52 0 0 2.52 11.45 3.36 15 3.14 245.5 241.5 246.14 242.39 248.51 244.57 CB 86A CB86 34 0.14 23.25 0 3.3 16.42 3.01 18 2.44 241.5 238.7 242.19 240.13 244.57 241.69 CB 86 CB 85 195.17 0.46 23.71 23.71 0.65 0.3 15.86 5 21.1 4.4 69.18 0 69.18 379.19 7.02 48 6.97 186.6 173 189.06 177.6 194.5 0.4 0.7 0.28 0.28 5 5 7.4 2.07 0 2.07 10.45 1.17 18 0.99 176.2 175.85 178.45 178.43 179. 0.65 0.7 0.46 0.46 5 5 7.4 3.36 0 3.36 6.64 2.74 15 1.06 188.12 187.75 189.9 189.81 191.2 0.59 0.65 0.38 0.38 5 5 7.4 2.83 0 2.83 16.45 3.25 15 6.49 206.35 198.7 207.02 200.1 209.5 1.27 0.65 0.44 0.83 5 5.9 7.1 5.86 0 5.86 18.82 5.26 15 8.49 198.7 187.75 199.67 189.57 201.8 2.65 0.65 0.47 1.76 5 6.3 7 12.22 0 12.22 29.41 7.15 18 7.85 187.75 181.4 189.08 183.05 191.2 3.04 0.6 0.23 1.99 5 6.5 6.9 13.73 0 13.73 21.26 7.93 18 4.1 181.4 175.8 182.78 178.43 185.1 4.16 0.6 0.43 2.7 5 6.8 6.8 18.4 0 18.4 60.15 5.86 24 7.07 175.8 173 177.9 177.6 179.7 28.24 0.65 0.24 18.8 5 21.7 4.3 80.73 0 80.73 265.98 6.68 48 3.43 173 171.8 176.85 176.5 181.5 28.44 0.75 0.15 18.95 5 21.9 4.3 81.18 0 81.18 213.51 6.81 48 221 171.8 170.15 175.7 175.1 179.8 28.47 0.8 0.02 18.97 5 22.1 4.3 80.86 0 80.86 188.13 7.02 48 1.72 170.15 168.2 1 i4.2 173.19 177.2 28.73 8 2.08 21.05 5 22.4 4.2 89.02 0 89.02 166.28 5.6 54 0.71 168.2 167.95 172.7 172.68 174.9 25.31 0.65 0.38 21.43 5 22.5 4.2 90.36 0 90.36 161.04 6.03 54 0.67 167.95 167.1 172.04 171.58 174.9 23.33 0.8 0.02 21.44 5 23 4.2 89.53 0 89.53 152.39 5.75 54 0.6 167.1 166.55 171.04 171.09 176.1 31.87 0.75 0.15 23.01 5 23.3 4.1 95.39 0 95.39 153.46 6 54 0.61 166.55 165.15 170.53 170.52 177.0 179.14 179.75
DI 152 DI 151 114.52 0.19 0.74 0.8 0.15 0.59 5 12.3 5.6 .3.3 0 0 3.98 8.8 2.71 18 0.7 238.7 237.8 239.97 239.54 241.69 243,47 CB 93 CB 87 35.36 0.4 0.4 191.27 191.27
DI 151 CB 116A 128.29 0.18 0.92 0.8 0.14 0.74 5 13.2 5.4 3.98 0 0 6.5 37.64 2.8 24 2.77 237.8 237.5 239.39 239.09 243.47 243.26 CB 92 CB 89 35 0.65 0.65 209.51 202.63 201.88 192.02
CB 116A CB 116 10.83 0.71 1.63 0.7 0.5 1.23 5 14.1 5.3 6.5 0 ~ CB 116 CB 113 32.87 0.05 1.68 0.7 0.04 1.27 5 14.1 5.3 6.67 0 0 6.67 27.9 2.62 24 1.52 237.4 236.9 238.95 238.75 243.26 244.54 CB 91 CB 90 117.88 0.59 0.59 191.27 185.91
~ CB 113 CB 112 47.49 0.13 3.91 0.7 0.09 2.79 5 14.4 5.2 14.55 0 0 14.55 27.46 5.79 24 1.47 236.9 236.2 238.25 237.89 244.54 240.21 CB 90 CB 89 128.92 0.68 1.27 0 14.92 23.54 6.52 24 1.08 236.2 234.8 237.57 236.17 240.21 237.49 CB 89 CB 88 80.94 0.73 2.65 185.16 179.75
~ CB 112 CB 111 129.25 0.13 4.04 0.7 0.09 2.88 5 14.6 5.2 14.92 0 0 16.94 106.71 4.99 36 2.56 234.7 230 236.01 231.64 240.24 235.02 CB 88 CB 87 136.65 0.39 3.04 179.75 181.58
~ CB 111 CB 110 183.58 0.56 4.67 0.7 0.39 3.33 5 15.2 5.1 16.94 0 CB 110 CB 109 54.52 0.65 9.52 0.65 0.42 6.59 5 16.4 4.9 32.45 0 0 32.45 110.62 6.27 36 2.75 229.1 227.6 230.92 230.03 235.02 234.55 CB 87 CB 85 39.59 0.72 4.16 181.58 180.6 179.85 177.25
CB 109 CB 108 37 0.4 11.78 0.65 0.26 8.03 5 16.6 4.9 39.36 0 0 39.36 84.93 6.99 36 1.62 227.4 226.8 229.4 229.37 234.55 234.85 CB 85 CB 84 35 0.37 28.24 177.25 175.69
CB 108 CB 38 132.21 0.44 12.22 0.95 0.42 8.45 5 16.7 4.9 4128 0 0 41.28 145.01 6.94 36 4.73 226.8 220.55 228.85 224.81 234.85 234.85 CB 84 CB 96A 74.69 02 28.44 0 44.5 48.18 7.2 36 0.52 220.55 219.8 223.93 222.39 23421 231.8 CB 96A CB 96 113.69 0.03 28.47 174.95 175.69
So CB 38 CB 46A 143.72 0.1 13.23 0.75 0.08 9.2 5 17 4.8 44.5 0 0 44.65 73.07 7.49 36 1.2 219.8 218 221.93 220.7 231.8 226.47 CB 96 CB 97 34.97 0.26 28.73 174.95 176.53 THESE DOCUMENTS ARE INSTRUMENTS
r CB 46A CB 46 149.96 0.19 13.42 0.65 0.12 9.32 5 17.4 4.8 44.65 0 CB 46 CB 45 203.61 0.53 13.95 0.65 0.34 9.67 5 17.8 4.7 45.81 0 0 45.81 147.58 7.45 36 4.9 218.06 208.09 220.22 212.4 226.47 214.36 CB 97 CB 98 126.76 0.58 25.31 176.12 177.65 OF SERVICE AND AS SUCH THESE 177.09 177.05 DRAWINGS, DESIGNS, AND DESIGN
CB 45 CB 44 34.5 0.78 14.73 0.65 0.51 10.17 5 18.3 4.7 47.54 0 0 47.54 107.12 9.86 36 2.58 208.15 207.26 211.51 208.89 214.36 213.52 CB 98 CB 99 91.6 0.02 23.33 0 48.66 148.46 8.62 36 4.96 206.2 197.38 208.42 199.62 214.34 204.76 CB 99 CB 83 229.93 0.2 31.87 176.53 173.88 CONCEPTS PRESENTED REMAIN THE
i C B 44 C B 50 178 0.35 15.08 0.75 0.26 10.44 5 18.4 4.7 48.66 0 0 50.29 229.29 5.77 48 2.55 197.38 193.38 199.48 197.88 204.76 202.24 CB 83 CB 82 87.17 0.36 32.23 32.23 0.65 0.23 23.25 5 24.1 4.1 94.74 0 94.74 156.21 5.96 54 0.63 165.15 164.6 170.44 170.23 176.5 173.36 173.7 PROPERTY OF THE ENGINEER. PUBLISH
CB 50 CB 49 157 0.09 15.8 0.75 0.07 10.91 5 18.9 4.6 50.29 0 U CB 49 CB 48 89.93 0.09 15.89 0.75 0.07 10.98 5 19.6 4.5 49.7 0 0 49.7 104.95 5.98 48 0.53 193.38 192.9 197.18 195.72 202.24 200.77 CB 82 CB 81 35.48 0.31 32.54 32.54 0.65 02 23.45 5 24.3 4 ~J4.95 0 94.95 180.84 7.61 54 0.85 164.6 164.3 169.2 167.84 173.3 32.58 0.8 0.03 23.48 5 24.5 4 94.83 0 94.83 304.3 8.12 54 2.39 164.3 161.6 167.09 165.12 173.4 173.46 168.75 OR DUPLICATE THE DRAWINGS OR 168.22 150.42 DESIGNS ONLY WITH THE ENGINEER'S
~ CB 48 JB 47A 138 1.19 17.08 0.65 0.77 11.75 5 20 4.5 52.66 0 0 52.66 257.95 6.56 48 3.22 192.9 188.45 195.05 191.33 200.77 203.5 CB 81 CB 80 112.77 0.04 32.58 32.62 0.8 0.03 23.51 5 24.9 4 94.17 0 94.17 470.68 9.12 54 5.73 161.6 150.42 164.38 153.2 168.2 WRITTEN APPROVAL.
J JB 47A FES 47 105 1.19 18.27 0.65 0.77 12.53 5 20.6 4.4 55.3 0 .o 0 55.3 260.38 G.11 48 3.29 188.45 185 190.65 189 203.5 185 CB 80 8X8 JB 195.18 0.04 32.62
0 C~7 DATE 9/6/07
0
L DRAWN BY : RVM
I JOB NO. :0001.0001
U
U 10uC-C--r yin
J .I.d .~nLL i ivv.
0) 0 w
CI-4 d' 3.6
C) i
c") C
U
N . . . . . .
. . . . . . . . . . . . . . . . . . . . . .

FLEXIBLE SEAL
LID SHALL BE LABELED 'WATER METER' AND
SHALL BE "AMR" TYPE WITH METAL FLIP-UP LID AND 2' HOLE MIN. 10 Lf DIP WATER MAIN CENTERED ON MANHOLE
FINISHED GRADE
COAT H - - W/ "ALER METER <US GALJ FOR USE IN PAVED AREAS FOR USE IN COAT HYDRANT BONNET AND NOZZLE CAPS 'OR USE IN UNPAVED AREAS NOTES; 5' OIA. PRE - VALVE BOX COVER 1. WATER MAIN SHALL BE DUCTILE IRON CONCRETE M PIPE 10 L.i CENTERED ACROSS WITH FLAT T MANHOLE. DI A. PRECAST
W/ "ALERT" REFLECTIVE FIRE HYDRANT PAINT VALVE SILVER MODEL #1440 )NCRETE MANHOLE TH FLAT TOP
FINISHED GRADE 1~• L 1, MIN, 2. CONTRACTOR TO INSTALL WATER MAIN z
IN PAVED AREA AT DEPTH REQUIRED TO FACILITATE FINISHED GRADE INSTALLATION OP AIR RELEASE IN UNPAVED AREA MANHOLE AT HIGH POINT OF LINE. 0
5/e" x ~'a' 7" MIN. PUMPING & HOSE CONNECTIONS
13" MIN, CLEARANCE EQUAL TO COUNTY STANDARD L1 ~ ' ~ ~ 2~-~~ L
BREAK RING TO BE SET WITHIN 2"-4" BASE COURSE CONCRETE
MIN. 4' WASHED STONE OF FlNISHED GRADE 6" MIN, ~ I ~ l CO EN FINISHED GRADE / AT ENCASEMENT > AT 3.000 P.S.I.
LOCK TYPE 20" MIN. METER VALVE BOX TAMPED BACKFILL
STOP ANGLE CL CHECK BLOCK SUPPORT OR _ ~ ~ HYDRANT TEE _ _ _ - VALVE BOX
VALVE STONE AS NEEDED _ _ ~
7' BURY AS ' WATERIWE SIZE VARIES SPECIFlED • ' SEE PLANS TAMPED ~ LOCKABLE 24" RING & COVER 4 COVER
3/' OR 1' CLASS 200 _ _ _ WATER MAW - - - ` ~ 5' DIA. PRECAST PLAN NCDOT TRAFFlC RATED W/ i" O BACKFILL CONCRETE MANHOLE VENT HOLE W/ 1" DRILLED
. POLYETHYLENE WATER • • ~ SERVICE LINE CONCRETE VAL CONCRETE THRUST BLOCK WITH FLAT TOP VALVE VALVE BOX FLUSHTWITHEFIN S EDL GRADE AD HEXHEAD BOLTS Q GRADE
• . WIDE BODY ?R rto~: ~ COVER
DOUBLE STRAP SADDLE 1. MIN. OF 4 CU OF 4 CU. FT. STONE (MORE IF REQ'D). ~ CONCRETE THRUST BLOCK FINISHED GRADE
2. CONC. THRUS SQ. FT. BEA REQ~D.). VC. THRUST BLOCK TO HAVE MIN. OF 6 TAMPED BACKFILL ~ B . FT. BEARING ON SOLID BANK (MORE IF CONCRETE ENCASEMENT ~ 1 BLOCKING _ AT 3,000 P.S.I. ~ ~ _ .
Q'D.). GATE VALVE SECTION AIN HOLES AND FLANGES SHAD. BE VALVE SHALL BE PLACED ON THE PLAN _ z
3. ORAIN HOLES METER YOKE SHALL BE COPPERSETTER CLEAR OF C MUELLER N0. H-1404-2, 4. FIRE HYDRAN FORD N0. VH-72-7W EAR OF CONC. WATER MAIN SIDE OF ROAD DITCH MANHOLE STEPS t~ DE P. MAY BE USED FOR VALVE BOX PLACED 16" O.C. )LE STEPS SHALL BE :D 16" 0. C. WHEN
E HYDRANT BARREL SHALL BE PLUMB. EXTENSIONS. 12" MIN. 2. VALVE BOX SHOULD NOT CONTACT DEPTH OF MANH OF MANHOLE EXCEEDS 5. ?~,`,~,r111 ~~A/////
OR APPROVED EQUAL FAR METER YOKE C?MP~ETE WITH /~67 STONE FILL ~'4" TYPE 304 S.S. THREADED RODS (4 C.F. MIN.) HYDRANT LEG TO DIP MIN. 2 EA. PER SEGMENT WATER MAIN OR VALVE. 5~ MIN. 3. CONCRETE PROTECTOR RING MAY BE 6XA ? CAI, *4 0000000000
%y' SERVICE DUAL PURPOSE FITTINGS CORP. ST?P OR "Aqua-Grip" RINGS OR ROMAC USED IN LIEU OF ENCASEMENT IN UNPAVED AREAS. o°° jeSS / o00 00' f
PAY ITEM GRIP RINGS MAY BE USED AT JOWTS IN LIEU OF THREADED RODS 24° MAX. too law ° 0 ° Q o goo um o SEAL o
WATER MAIN NOTE, FIRE HYDRANT ASSEMBLY INCLUDES ALL ITEMS EXCEPT MAIN LINE TEE 2" AIR VACUUM/P VALVE (SHORT B00 o 0 _ 'ACUUM/PRESSURE RELEASE - 19821 sum 0 0 ftft
1. CONTRACTOR SHALL PLACE METER BOX IN NDN TRAFFIC ;HORT BODY) a o° °o° ~.°o0 `
AREA ONLY, Nl: ~VG I °
2, PLASTIC METER BOX SHALL BE CENTURY #1015, NDS 01200, OR APPROVED EQUAL FIRE HYDRANT ASSEMBLY VALVE AND VALVE NOT TO SCALE 2" ISOLAl10N VALV LVE BOX INSTALLATION ~NI.ET PIPING SHAL NOT TO SCALE x i-~ A~ a~~r r -SCH 4o SS Sts °°00000000° ,TION VALVE AND
3. CONTRACTOR SHALL CENTER METER YOKE IN METER BOX, SING SHALL BE//// R~ SS 316
4. METER YOKE TO MUELLER No. H-1404-2, FORD No. VH-72-7W ?R APPROVED EQUAL. } Y" XSys ( F n P ~
5. METER TO MEET AWWA C-700-71 STDS. AND SPECS. TAPPING SADDLE
MIN. 12" X57 STONE ONE
STANDARD A/R SECTION MANHOLE FOR W _ _ ; ; ; AIR RELEASE
3/4~ -I-1A WATER METER SERVICE DETAIL U
NOT TO SCALE :)R WA TER MAIN 0 NOT TO SCALE Z
CONCRETE THRUST BLOCK
AT 45' BENA
SEE THRUST BOCK DETAIL FOR DIMENSIONS OF BLOCK.
_ 18' MIN. • r..~ F.,.~ cj)
CONG THRUST CLEARANCE
COLLAR (3000 PSl) 10' MAX.
UNOISTURBEO SO1L 4 B + RESTRAINED FLANGE ADAPTER - "UNIFLANGE" DR EQUAL MJ ACCESSORY KI
~ , , ry CONC. THRUST - COLLAR (3000 PSl) PROPOSED WATER MAIN NOTE ALL PIPE SEGMENTS LESS ]RY KIT
~ ' TRENCH Q H
a A W CL ~'a" S.S. THREADED RODS RTHAN 10' SHALL REQUIRE C?NCRETE ~THRU~ST BLOCK
ANCHOR ~ 0.1.P. MECHANICAL- ANCHOR `~~v D.I.P. RING • MA/N JOINT RING MA/N AT 90° BEND. "FIELD L0 LD LOK" GASKET
TAPPED ' , . SEE THRUST BLOCK DETAIL EXISTING STORM SEWER FOR DIMENSIONS OF BLOCK. z OR EQUAL EQUAL N ~
PLUG I.. nnn r~rni irnr~erniTC~ tTl mot-
_i ~ - - - TAMPED IC L1L ICLIXUlRLI ILIV I J low
TRENCH BACKFlLL SIZE OF 45° BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED NpTE,
WALL UNDISTURBED SOIL SECTION SIZE O PLAN WATER LINE SHALL BE DUCTILE IRON DIP CBEL ) DIP CPE)
PIPE AT ALL AREAS WHERE MIN 12"
6' 4,328 2 CLEARANCE CANNOT BE MAINTAINED. N ~
8" 7,694 2 INSTALL AT LEAST ONE JOINT CENTERED OVER STORM DRAIN,
SCHEDULE Q 12" 17,312 2 0
STOR 16' 30,779 4 STORM PIPE O.D. + 3' U z
PIPE DIAMETER CONCRETE THRUST COLLAR ANCHOR COLLAR R/NGS REQU/RED A B C 0 H
6 ; 8 ; 12~~ f'-0" 1'-0" 2° ONE Q 20" 48,091 6 PR?POSED WATER MAIN EXISTING STORM PIPE 3/4" THREADED TYPE 304
16" 1'-4" 1'-0" 2" ONE 24' 69,252 g 1 EA. JOINT OF DUCTILE IRON PIPE CENTERED OR TYPE 316 S.S. RODS 0 ti
20" 1'-4" 1'-0" 3" ONE 2a" ~'-4° ~'-o" s" rwo REINF?RCING UNDER STORM DRAIN MIN. 4 EA.
30" 1•-4„ 1,_2„ 4 TWO IF TOP OF PIPE IS WITHIN 3 FEET OF
36~~ ~~-4" 1~-4" 4" TWO 1. GENERAL NOTES BOTTOM OF STORM PIPE. 18" MIN.
1. RODS AND NUTS SHALL BE OF TYPE 304 OR TYPE 316 STAINLESS CLEARANCE W co c~ ~t
NOTE, STEEL. 2. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL HARNESS RESTRAINT DETAIL U] O r-+ m
6"" TO 76" MAINS - 12-NO. 7 BARS 2 20" TO 36"~ MA/NS - 12-N0. 8 BARS JOINT BENDS. - w I'-- tfJ
BARS PLACED AS SHOWN NOT TO SCALE P'4 N C;
VERTICAL BEND RODDING
TONE O ~ Z ~
THRUST COLLAR INSTALLATION AND BLOCKING DETAIL No. s~ WASHED STONE NOT TO SCALE T--4 r
NOT TO SCALE
STORM SEW NOTE.• SEWER CROSSING DETAILS
NOT TO SCALE U
Nt bb CC) 0
a~
.HALL BE MADE W/TH TAPP/NG SADDLE. ALL NOTES:
ALL TAPS 2" AND SMALLER SHALL B CONCRETE BLOCKING TAPS LARGER THAN 2" SHALL BE M NO D/RECT TAPS SHALL BE MADE. .L BE MADE W/TH TAPP/NG SLEEVE AIYD VAL l/E. 1. TAP ON THE MA/N SHALL BE MADE (N
BADE. THE POSIT/ON SHOWN. 2. LOCATE METER BOX AS SHOWN ON
PLAN OR AS DIRECTED IN THE FIELD.
EX/ST WATER MA/N TAPPING SADDLE SHALL THREADS WITH DOUBLE S SHALL BE BRASS OR BRONZE FOR 'ACC" 3. P/PE FROM MAIN TO METER STOP TO OUBLE STRAPS, FORD S-90, MUELLER BE LEIiEL OR CON77N000S UP GRADE.
T CN ' BRZB OR APPROVED EQ rAPPIIVG SLEEVE 'QED EQUAL. 4. TOP OF BOX TO BE AT LEAST 10" BELOW ELEVATION OF ADJACENT EDGE
J Cw OF PA DEMENT WHEN SET IN TAPPING SLEEVE SHALL BE BRASS OR ROAD/STREET SHOULDER. EXACT 3' OF 1` RUBBER
a ~ J BRONZE FOR "CC' THREADS, FORD 5-70, LOCATION OF BOX TO BE DETERMINED HOSE COILED IN BOX
No rES. MUELLER H-134, JCM 403 OR APPROVED EQUAL FOR SDR-21 PVC. IN FIELD. SET FLUSH WITH F/N/SH
1~ 7. VAL ~E MARKERS SHALL GRADE WHERE NO PAI~EMENT EX/ST. METER BOX 3oX
~D BE PLACED A T R/W. FINISHED GRADE ~ W
2. LETTERS "MV" SHALL FACE TOWARDS VAL 1/E. CAST IN CONC. & P-4
0 3. MARKER SHALL HAVE FINISHED GRA PAINTED BLACK
BRASS OR BRONZE EMBED - ~M TAPPING VALVE WITH VALVE BOX NEW WATER MA/N CORPORA BRONZE TAPPING SLEEVE VALVE ASSEMBLY MUELLER ~ - x NIPPLE POLYETHYLENE
~ ON TOP OR S/DE. 3 6~ 4, CONTRACTOR SHALL 4 EA. - #3 REBAR 7r g3r,
STAMP DISTANCE TO ~ (1 EA. CORNER) LOCKABLE 1' METER STOP
CENTER OF VAL 1/E INTO ~ - 6 ;ORPORATION STOP SHALL BE 1" CLASS 200 POLYETHYLENE
EMBED. SQUARE MARKER IRONZE WITH "CC" THREADS, SERVICE PIPE, LENGTH AS 3
y 5. BLOW-OFF ASSEMBLY WITH BEVELED CORNERS ~ SHALL INCLUDE 7 EA. JCM 403 4UELLER B-25000, FORD F6600, REQUIRED CM 403 OR APPROVED EQUAL 'N, THESE DOCUMENTS ARE INSTRUMENTS
MARKER W/ "BO" OR NOT TO SCALE OF SERVICE AND AS SUCH THESE
"MV" CAST. S.S. HOSE CLA COMPRESSION TYPE 1E CLAM DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
NOTE: TAPP/NG SLEEVE SHALL BE FABRICATED OF T1PE 304 S.S. PROPERTY OF THE ENGINEER. PUBLISH
J AND PRO S/DE A 360' S£AL V TYPE CONNECTOR OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
VALVE MARKER DETAIL AROUND EX/STlNC P/PE WITH FULL CIRCUMFERENTIAL GASKET. DUCTILE I R ? N PIP E P.V.C. PIPE 1" CORPORATION STEP AND WRITTEN APPROVAL.
NOT T? SCALE 0 CCLASS 50 CEMENT LINED) CCLASS 2OO) MIP x C?MPRESSION FITTING 1' CLASS 200 POLYETHYLENE SERVICE PIPE E
NpTE, ALL TAPS TO BE TO BE MADE ON TOP QUARTER ?F MAIN. DATE 10/22/2006
c STANDA ?NDARD WATER TAP DETAIL TAPPING SADDLE DRAWN BY : RVM
J J inn nip nnna nnn"!
NOT TO SCALE WATER MAIN
V) C W
N v MANUAL AIR RELIEF VALVE ASSEMBLY SHEET NO.
NOT TO SCALE
O D7 a
O O
O O
0

~ .
1
~ r 1 ~ ~ 1 00 1'3 V2

i ~ .,+++..q... 3p ~L. p 2 S ecial Sedimen t , 'Y..
. 1~, ~ ....Control Fence . ~ : , '`w ,
r` ~ ~ ,,r , y° ~ / .,1 X~N Pt+~ u%UoK P~Aq ',7,N NOW
1 t' 54 3 ~ Ditch Liner ~ To =212 ~ ; ; P
{ ~ , Pro osed NA Green SC 150 , , . P , ~ t m=211 1 Bo t o Grade
s f. . ~ , I ti~ . i:'~ ~ 1; ,,,y 1 ~ ~
~ ~ ; ! ~ ~ To -214 N P
0 ~ , rBottom=208~ 2 ,I r I; ~I Stream
f. ~ 1 ~ ~ 151 Ra t am in Wall ~ q ' ~ 4 1'~ 1 \ I I I,y ` Side
Y 1 ~ , . _ ~t , 1 1 ~ CAR oO°ooooo°OZ/ ~~i
1 ~ Liner Chan e' ~ c 9 r ~ r' i ~ - 4 ..``~O °°O ess / Q O°°v _ O° O0 °I
! . , o , To - 205 { i ~ p ,I , . ~ - 41 i . ' r. Y Bo t tOm 20 0 ftft °Q pro 000 000
1~ i + , c' ' tw 1 { v ' ~ , , ,I ~ ti &AM o 0 SEAL ago
f 19821 0 00 ° ~Wft 0 0
i ,1 , "ti . 1;~ 'i - Vii. `~h i \ , , 27 1 ~ 5 0 00 cp
. ~ , t ' ~ , ~ I , , . . . r Duch Lmer ~ , 4' , . ~ , , I , ' ~ t, ~ . f • , el-, ooNGIN e'~00 0°
r ~ • ' I, ~ ' ~ w~ ~ NA Green-C125 ~t . 't; . ~ rte'. ' 4'• ' 1 / i a . 1 ~ • DI 152 . CB 104 VV R I
1 . V r: •4 , i 11, ~ . - i ~ i ' , ' • 1 ~ ~ ~ } ~,~;~r' + r 1 r' . . ` ` ~ , a , CB 122 . ~ ,7
. . 1 ~ ' . ~ , , . , . w.~, . ~ Check Dam a, • , • / 1 j , , , ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~,~'<ti ~ CB 127 i ~ ~ , ~ y , ~ ~ ~ ; , i'~ CB 113A~ CB 121 - r Ex~s tin Bosm ~ ~ . 9 _~'-off
y , • ~ ~ ~ ~ ~ S ec a Sedrmen t , t . I ~'a ~ . `w t I " ~ ~ ~ ' Con ro ence ~ , ~ r y~ r r ~ ~ y` . , ~ 1~ , , i ~ ~ r . en , Pre v~ousl A ro v ~ u e re a ed b r , Y PP Y . , , . , -
`F , ~ , . ti, , ? j ~ ~ ' 'w.. ` , , ' ff e , , r' ~ ~ ~ : . ' 1,: . ~ , NCDENR 12 14 2006 , ~ , , ~ , , ,
1 . , .~n \ s ~ ~ 1` l~ j'~ ti , ~ ~ ~ f: ~ ~ ~ ~ ~ ~ rev~ou . , ~ s rove w ~ , z ; t ~ ~ ~ r~ , is ur e ~m~ s ~ ~ , _ DI 159
~ . t ~ ~ . f '1 . , , ~ ; ec ion . ~ i E CB 120 _ , D! 151 . , , , DI 158 ~ , _ ,
. P i ; , , 1 1 S1 ~ ~ \ ~ ~ I .I + 1. ' t E I 1' , \ , f ~ r , i { - I A.. ` I i ~ . , i ~ ~i , , i , ' , xis in asrn . _ ~ ~ ~ 9 , 4 CB 116A ~ e u
, 1 ' t r . , , ~ ~ ti. , ~ , 1 ase ~ , I i ~ r' i ' , n i ' ; 1 ! I 1 : ~ B5 . ~ r • , l r rv~os A • rove P db . ~ ~ Y PP Y , ~ , 4 _ 006
rs ur e imp s ~ , . , r , ~ ' r ~ , y r ~ f. , 1 1 ~ , ~ ~ , 1i' i ~ ! , ~.~1 , C8 116 - 1 , CB 113
J , ~4` / y I { ; ' N • A / , i " ~ ~ ~ , ~ ~ , ~ ? ~ r . f , : ;I~, .r . . + n 1 - ~ ~ ~ r 1 r.. , ~ ~ ; , ,r, : ~ r CB 157 i % CB 63 j' L
, , i ;1 Q r , .I . : 1 v / `r 1 ~ I, 1 I R;'I Y~ ~ j f~ ~ i r 1 e ~ . , ~ , , Exrstrn 8osm . ~ ~ , ~ 9 _ , , r ~ ~ i, ~ ~ ~ Provide Tem oror ~ ~ ~ P Y ~ CB l11
V I 1 ~ r - , , . ~ C : , P ~ , rev~ousl A roved b I r ~ ~ .,r. , r / ~ . . > , , . . 4 ~ \ . ~ ' f ~ ~ . ' N ~ N ~ N ~ M CB 112 ~ ' 8orricade With Rood ~ , l7~ ~ ~ a y ~ ` i v O O f ' ' , f . , losure Sr na a See - ~ ~ :.,,.a.. { ,
~ ~ , ' ~ r , ase { a 'I, + ~ % i I .tea"'` . m, NR 1 006 r k ~ , . ~ , r 9 9 f ~ - ~ Detail Shee ~ t 06 ,per ~ ; - ~
,r ~ 1 ~ ~rr i t 1 ~ ~ 1. enu e rea~~ ; , ; I. , . I. Ij ~ ~ , ..i ~ ~ I ~ ; I• , ' ~ ~ , . ~ , , CB 110 a meter •
' 1 ' , ~ 1 l ~ ~ \y r' I v STA. 21+74181 ~ , r ; t, ~ ~ WIC ~ ,
1.~ ~ + ' i l i SB2 OFF• 4 0 , L . , . . ;c , ~ 4, For Head wall Desr n ~ 1 l f ~ . f , , . e:, . 9 , , i ~ . ~ , CB 109 . . . i 1 ht,+y
r r r. . r.. ~ it ( ' 1 1 f Liner Chan e,'.,r ~ .r + , , : , , , .1, ;Inv In 173.06 ~ t CB 54 , . . Deta Sheet . , . _ , : , 8 53' See rl :,....;~~,~~r~, yC 02 r . , . r , CB 118 l , ~ ,
. .h, . . ' . r 'I. r . r r~I ut ase ~ . „ . ~ ~ , ~ " I f n . . , , , J .o J .f . ; ~ 1 'L~ CB 08 'Z.~•i~r.
. , . ' ~ ~ ~ ,r'~. ~ . - .,~1. + ~1,1. ( , To -172 ' ~ ~ r 1 ~ ( ~ i , ~~Bottom=170 r~ i rs ur e imp s ~ - ~ Tem orar Stone , ~ , ~ o , P Y r ~ ' ~ ~ . r ' Exrstin Basin ; r 9 O
' ~ . , C ' n.. , ,r • . o To -176 Berm Durm ; ~ ~ j ~ ,r:~.. , ,,f G - . 9 Gradrn See ~ ~ • Prev~ousl A roved b ~ , ,,,,:~x~ • B2 atem o . ~ NCDENR 12 14 6 , ` ~ ~ Y ~
. ,y oo I , . • ~ ~ Ditch liner - Bottom-170 .rr . , NA Green-P550 ~ ~ r Detarl ~ ~ ~ ~ , , , , ~ ; , ~~r ~ . , . ~ 200. , ~ r O
1~ • II ~ i ~ ' . . `~,r ~ , ~ 75.50 Ratainin Wall I . '1 ' 9 iy., ~ CB 41 , CB 57 ~ '
r a ~ ' + I / For h For Headwall Desr n ~ .r~,, i ~,r ~ ~ ~ r,; ~ . , ~ , ~ S sfem I , 9 fCB 1 95 CB 55 Y CB 40 , -CB 39' y ~ d .
; ' . , ~ • p ~'E See C ~ A .;r ` y See De torl Sheet 03 ~~,.II~1~,.,~~^ .W~ ;~F ~ ~,~J/''r~' ~ ~ STA. 21 + 71108 . ,ter CB 56 . , ~'h. ' `ti,,
. ~ . . ( ~r Bottom 172 ~ a • ' 4 T _ ~ ; , sTA. ~ 'r 1 ' ~ 0 178 , 0 , 45, 96 R CB 194 ~ ~ - . ~ t ~ ~ Inv Out- 170,19 STAI 14+99.40 ~ . ~ ~ ~ ~ . 1I B 43 , . .,r CB 58 ~ ~ 1 ~ ~ 06 a~ ~ N
~;t: r ~ , , . ' 1.' ~ -Bottom -17 i 4 ~ ~ / OFF/ 40/2V ~ 0 ,r" ~r 'rAy` ~ ,,F ~~r~~r~/~/ ~ 4 i ~ , l + ~ C/) a~ 0)
~ ' Y , ~ i I 5~' 1.. .A ' I n v ( . . , l l nce Alon ~ . , ' Inv I n 159 . CB 187 ~ `s~ 0 ~ ~ ~ ~ , i % ~ , ' ' c
Add Sit ~ ~ I ~ ~ , 9 ~ : ~ S ec?al Sedimen t ~ 4 ~ . ' Check Dam . ~ . r P w i e o Stock ile ' rl 1 ~ ,~I ~ ~ r' { Lo Sd , P ~ 'Control Fence 1 I , . Over Pi e. ~ r~, ~ t,:~"'. f,, 'i ~ t t 1 Pi e To Be Installed Info Two Phases, ~ v.~ P ~ ~ C8 46A ~ A V 7D
• s+ 1 ~ p * + r ; ~ ? ,l r, i I t ~ Control ~ S ecral Sedrmen t 0 ,y p g C 1 ~ B 69A Control Fence . ~ - i ..-''r' -~,r, ~ ~ r r r f j Phase 1 P~ e Sh all m f' - ~ E t !n to Sediment Basin 2, , P P Y Phase 2 Pr e Sholl Continue To C8 38 After ~ ` - I~ m
c , i y 5 % ~J - f 1 J' ~ Existrn ~ . :GCB 186 ~ , ~ ~ CB 188 ~ - ~ ~ , , ~ r. ~ ~ For Headwall Desr n 9 P ? , '3 ~ ~ ~ i sediment Basin Is Removed And Road Is ~ L
Ed e of r ~ ~ , I 9 ~ • W FE~C] ~ ~ ~ ~r - ~ See Detarl Sh eet D2 Coin leted, P ~ ~ 5 CN
~ i r V ~ I I ~ '•A Pavement ~ ~ ' ~ ~ ~ ~ ~ -'rte'!;; ~ ~ - ~cmnnrnrv <'tnna~,~' ~ i ,r J i I ~ 'L i ~l. 11 • i _ ~ WMJ6
? ? ~ CB 89 22x85 ~ , , Berm Durin -i_ 9 CB 185 ~ 1, 89 s ~ F'- v
u Gradrn See , ` Construction 9 y:,.w 1 , C8 ~ ~ r r. ~ , jar. J ,i"" ~ ~ i ~ 0 - .r ~ ~ ~ ~ ~ Exrs tm Bann' ~ • r 9 3 ~ ~ ~ ~ . . ~
De tail - ~ . , Entrance ~ ~ ~ : ~ 17 0 CB 183. ~,i ~ ~ ~ : .,w, .f- ~ ~ ~ Prev~ousl A roved b y ~;t , . p , CB 184: N N i
t CB 175 ~ / ~ r ~ r ~ ~ CB 182 ~ ~ t~ BC , , : . , . 0 CDE R 12 14 2006 Y ase 2 - enu e rea , A.. CB 46
, .CB 174 ~ . 181. 185.45 , ~ ~ , , , r ` S ecial Sedim en t
~ r W 4~' ~ 1 ` , 1ki 1 Y~ n ' ~ •17~ ~ ~ ~ ~ ' ~ ; „i-- r P ~ ~r Control Fence ~ ~ , • , ,
~ i' ~ r . CB 172 ~ t~ r ~ ~ ~~~t ~ . r~ ,r ~ ~ ~ , - ~ „ti ~ , , ~ ~ ~ S ecial Sed~men t ~ • f P CB 180. h a ce ` Con trot F n ~ , '"?a, A
, r ~ CB 170 , ~ ~ , ~ ` 1;~~ , r ~ ' •ti i ~ .
: 4, em orar tone CB 173 1 ~ . 0 ~ 19 1 ~ ~ ~ , a ~ Berm Dunn . ' rr , , u er one ~
9 Gradin See . 9 'l ~ ~1.~ r , v ~ I REVISIONS
Q ~ , - 100 R W _ ~ Detail ~ ~ ~ ~ ,~ti, ~ ~ , . ; ~ , - . G' h ~ CB 9 u er one ~ A NO.
: For Head wall Des n g r~, ~ , See Detail Sheet 03 ( ` CB 192 r ~ ; r--r CB 191 ~ ~ ~ , , , : ,
1 .f~/ 1 1 ~ ~ ~ 1 , P : ~ ~ STA;14+70.30 ro vide Tem orar Barricade ~ ~ ~ ` ..y , ~ • ~ ~ , ! , as ment e ~r
See Detail Sheet 06 , C~ ~ ~ FF~ . 0 .51,28R C- ~ 1 , r , ~ _ a er ain a ve ~ ~ A
ca ~ ~ ~ In v Out- 157.06 ~ P ~ ~ - 180 ~ ~ / ~Y v " ; , JB 178 ~ ~ ~ ~ ~ , w r,. j G~ 45 4 ~ CB 44 - _ .
BC 1 ~ , 5, 39 ~ _ ~ ~ . 17 ~ , ~ ~ , ~ ~ ~ 't 7 , ~ - A FH rnw v a a e r ,
~ . 170 . , , JB 16 . . S ec~al Sedum en t , . P ~ , , wcc co c\t
. . ~ ~ , rr ..160-- , \ \ : , ~ a•.,.,_ Control Fence , , . ti . ~ ani a ewer an o e ~ co CO C\2 - W i"-- ln
~ 1 .w . ; , . _ , ~ . ~ , f ~ 1 • 1 , ~ • ~ . . ~ . , z PQ 1\1 O
- - . . ~ . / ~ - -Pond #1 e 4 / 1 ~ , FES 168 ~ ~ ~ Control Fence ~ ,..f? ..o°~e° ?t JB 190 JB 190A , ~ ~ ' ~ 1 ~ 0!1 r • / 11 Y ~ i ~ ~ at n e . c assn or ro . , ~ ; - r . ~ ~ ~ `L r ~ f ; 0-4
eeo r' ~ 1 , ~ _ ease ~ ~ ~ dB 1 / oo , / i, i ~ ~ `rte" ...,rte ~ Y r ~ ~ • w JB 177 ~`r y` \~e \ ` Y ~ f ~ ~ ~ ~ ~ r are n ec ion - ~ A cn Z >0
I {1 Baffles _ 1.. r ~ / ti, ,~'fl •r,. ~ i. ,r 1 P ~ , ~'-~1•• ~ i i I i! 7
~ .20 A art I P , ~ _ F I~ ~ i / ES -f , ~ ~ I 1 / ~ \ f FES 176' S ~ o oeo ~ ti , 000000 ~ ~ f ~ ~ r i~ ~ 1, ater ~ , ain a e ee , ; ~ - ~ - , a ~ o a x
I ~ ~ J ~ ' / ~ ~ ; Skimmer ~ ~ 1 ~ ~ ~ ti ooooe ~ ~ ~ ~ 000 ~ ~ ee 1 1 ~~h , UA ~i ~ ..1 ~ C 1 ; B 5 ater ai n e en . ~ i f
„ / , J ~ a / : . ~ 1~~ U ~R ~ J ~ r ~ ~ ~ ~ ' Syr R~ . I + ~ C8 50 , A' oa urve a um er . ; ~ ~ ~ . w
00000 ,~.w..........._..... / . j r "v , 1 , O.~ . , , , , , , ' ~ ~ ; r . urveae U C) riloo
ood a ~ , , . P _ FI I ~n ~ ~ - ~ ~ S ecial Sedimen t 1 ~ ti p ~ ~ ~ ~ /A~d 1j/ Po JJ ~ ^I - - ~ . oo a~n
. , ~ ~ Con trot Fence ` i : ~ , . ~ , ti • , . ~ ~ ~ Skimmer h ~ ~ A . co F."T 0
. 26 Wide : ~ . - , , . . Skrmmer Ouflet~..~~~ . : Emer enc S rllwa ~ . , C ~ s,~. , w .Flood lam ,.e '"ti ~ 11 ~ ~t ~ ree ~ ~ - ~ ~ ~ ~ ~ ~ . . I E- .
9 Y P Y , . . . ~ : .r f, _ " ~ o ~ ~ ~ 0 0 'e.. 'J' 'ti ~ Baffles ? ~ ' ~ '1 `S J s a~
e ~ 20 ~ S ecral Sedim n - . ~ , . ; t'. ~ . _ , ~,,ti ? _ . ~ Con trol F n ~ e ce • ` \ • 20 A art ~ ~ P . y ~ . ~ ~ r ro i e xis in roun ~ , A ~I { ` 7' ~ 1 f ' r ~ ~ I ~ ,
~ ~ ~ ~ . t • _ ~ ~ ~ 13 Wide _ ent r ~ ~ e ,~z~ . ~ k ~ i ' ~ . f
ti ~ ti Emer enc S ill wa 9 Y P Y , • , TD TD E , em ora ivers~on i c t ~ , CB 49 ~ ~ i i f r ~ ,y t ~ ~ i W b-0
S ecral Sed~men t . . p , i l ~ (i f i F SF
~ ~ Control Fence ~ ~ ~ , Skimmer Outlet ` ~ ~ r : ~ . I~
. • ~~.w, i ( ~ 1 I 1! I ~ - e im n a i e son u e ,r .
"~``n t ~ _ \ ~ \ ~e ~ ~ CB 48
- , n e ro ec ion , , ;
~M.,M1~4 f ~ i~ + r` ~ ' t ~ a~ f ~ i ~ ~ ; ! ! % ~
0 ~ - t ~ Exrsfrn Bosrn g r ~ t ~ e , s i !
~ Pre yr 1 A ous ro ved b , ~ ? Y PP Y ~ ~ ~ ~ ~ t ~ a ~ ' 1 ~ NC NR 1 DE 2 14 2006
SB 1. ,
ti ~ ( ~ t t t t
N ~ FES 47 ~ i ? ~ ~ ~
r- { ~ t S ~ i ~ ~ ~ ~
O 0 N i ~ ~ ~t ~ ~ I 4 i i ~ ~
J 1 i j 't r
t 1,' j ,
3 ~ ' ~ ' ,f THESE DOCUMENTS ARE INSTRUMENTS
~i 1 1~ OF SERVICE AND AS SUCH THESE
U C DRAWINGS, DESIGNS, AND DESIGN CONCEPTS PRESENTED REMAIN THE
C PROPERTY OF THE ENGINEER. PUBLISH
W C OR DUPLICATE THE DRAWINGS OR
.Q DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL
N D RAI NA GE DIS TU BED . E UI R ED 10 AR )I R ED
AR EA SPI LLWAY R R S RF CE BASI NN o. ac R ES AC ES C S AS IN DI M SIO F CE
3 S L NGTH VO . CF AREA Dnnrl 1 A 1 A A A A o~ 'fn n v n n v n nn . DATE : 5/25/07
ll ~.1 T ~.1 Y 41.0%) rV.V n 144v.v n /..uv /.n 1 040,Z yU45 140 100 o so goo zoo aoo
U C 0 Pond 2 3.96 3.76 11.75 45.0 X 90.0 X 2.00 13 6768 3820 .20 400 DRAWN BY : RVM
L C JOB NO.
W C_ ( IN FEET )
0 1 inch = 100 ft.
V) SHEET NO.
0 W
N 2.1
N
i

vN . ~ aN
I ~ ~ Rat In in Wall . s I'~ , ?~~Q CARo1
~ ~ • • • • ' • . • A••• • • 1 t ~ • • • • • t' • • • . • • . ~ • • ~ ~ 75.50 a , { , ~ 9 ~ ! 1 , i ~ / ~ 1 { i YY I - Y. 1. f` ` ~ Y ` ; ti~ ase : , Y , • . , f , ; r~ - ~ `fir ~ ` 'I ' . , ~ ~ { r~,, . , ? ? 00000000 Ae_ f OO°~i,~
~ ~ • • i It Fence Alon 0 z -.r d Si • .r ~ , 9 • • g Ex~strn Ba~ f' , ~ 4, 3 , , , ~ _ Previous ~ ~ J ting Basin 0 °to 0 00 viously Approved by o e
of Stock tle • ~ w Side P . , ~ y . . ~ '~s` . , h ~ Y - - . ro =180 ~ t , yy ,1 _ p , : ~ - NCDENR 12 + , ' 00 0 00 409 low 7ENR 1211412006 = o SEAL a
Existin ~ • . f. 9 ~ , . . . f • :f I Bottom=172 : ~ , 5 `.t ~ ' F r Headwal! Des n f ~ ~7 o r SlA, 21 +74.81 9 , low s 0 19821 0 ~y
Ed e o • . • • . r~. ,t • , f r ~ • • • ~ 1 i i•~ . , . , e Detail Sheet D2 ;r- ' ~ QFF, 43.96 L . °O p°O
P vem en t ~ ~ _ a ~ 1 I t. ~ I•• • • • • • • ^•.v'1 • . ' J•• • / i ' ~ ~ r . ~ r 178 t oA- ~ , ' ~ ~ , , , ,7r ~ - ~ r ~ , !n v In- 173.06 t, ~ , . , : , STA. 25+54.36 °°Q°°°°°
• I ~ ' ~ .r • • I t ~ i. ~ ~ . ..r. • • . • I I ~ ~ 8o t tom =176 ~ - ~ - ~ ~ . , . i W R1 G`
• Check D 1 • : . ,r. f, • • • Over Pie ~ i . • . P . . • r ~ ~ ~ ~ - ~ ~ F dw 11 Desr n , , or Hea a ~ 1 9 ~ ~ - ~ ~ , ~ ; ~ See Detail Sheet D3 j ~ r' tone ~f . ` ~ - ~ i Tem orar S ~ ' , , P Y ~ ~
f'''' ' ~ ~ { . + ; ~ tai . ,Y1 ~l,l ~ E, f I 1 ~ I, ,r ; . Berm Durin ~ ~ ~ • 9 a 1r I ~y. ~ ~ < <; - 1 ` ~ ~ , M~M- OT
j ,x - f r ~ ( ~ ~ ~ ~ j' ! t ~ 1 ~ < 1 Y g • Gradin See r, ~ , ~ t' \ N ~ Detoil I } f ~ L.... ..4 r .r i
r''r r I ~ t ,r ~ ;r r . J r''. ~ ~ . ~ , Y~ ~f., 'y 1, 'w • .
S ec~a! Sedrm en t . P ~ P , ~ . . ! E l ' . , 4+ o 2 . . 1r , . ~ ' ~ . l A o
f~` •I~ ,r' f ~ ~ i ' ~ i 7 .09 . +3 22 x85 P m , HD E le p ~ °'~I i Control Fence ~,~~:X ' I, l , ~ ~ ~ STA. 14+99.40 . ~ ~ S f ~ . / ~ 'ti 1 ~ ~ ~ t . ~ 7 j .v,~ r ` y``t ~ / /
I ,r' { + ~ r''` Construction •af~ I W FES , ~ ~ ~ ~ ~ ~ OFF. 40.29 L ~ ` - ' I ~ I v In 159, 00 ~ .ln ~ , !r O ~ „ r I r' ~ ~ ~
I` .y Entrance -r~- j ~ ^ t t 1 , ',i ? i i ~ S t I , . 1 r y ' ~ i t l.,,,..,.,,...Ky,....~ , .i r,: d ~ ~ ~ ,T i:.. •
i ..r~~ r 1 ~ ~ A i ~ II I, ~7; l~ I ~i ~1~ ' ..,•l""` „r"'~ Mme,. re• ~i % p 7.. ~ S' { " S~~y , .rf` ..s r ~ ~ 1 ? 4 ....p. . r e
5.45 , ; . , ~ lem oror Stone p y I .t ,r'^ r ~r'r' is ~ Berm Du 1 ~ ~I ~ ~ , I'Y ~ ; ~ ~ / ~I, ~ / ~ . ~ ~ , i ~ r. ..,-,.rte , ' ..r.'• ' `~.e ~i„. i y,.. ~ I i Yam.'„,,.. , • M•
9. ,r ~ r' ~ r ~ Gradrn See ~ r ~ r' 1 ~ ~ I , Y ~ - 1 I , ~ 1Y 4 , n ' Y ~ ~ ~ ~ ~ ,t Seca eimen ~ ~ r t , , , ~ ~ p . Y Y ~ : .y CB 195 ~~v r• . µ w. ~ r . ' • S
Detail. 1 ~ . . i . Yam„ I • ~ i ' ' I ( 1 Y 4 Y, - rol Fence ~ ~ Con t _ 'f / i 41' , f , . w.. . . ~ . t , ~ - , r..~,~ .Ir ; ~ ~y i .1.. r'~ • s.. h • ' ire' 4'f
~ c. I _ • ~ . ~ ~ ~ L.. . i * ~ ' t 111 ~ , t [1 ~ , . , , k Y ! / . .w.
. , 171 ~ ~ ' , ~ .m._......,,M... ~ CB ~ + , i 1 ~ . , . „ ; ~ , r,, ) cwt''.' .
...,.r . 1A ~ „ , t CB ~ .1 , t i 1 I ~ ..,:K . Y { s~Y ~ ~ ' _ ~ y,, , ._.....,,......,....,w,...,_.._.ti._.... CB 187 ~ .~r., , ~ ~ ~ Y CB 194 . . , , , ~ , 0
CB 174 { , , ~ , . , , . Y , ~r ~ „ ~ , I , I 1/11 ~ 1 ~ F r 'v.. ...v.,,................ K, , . 0+ ~ STA, 21 +71, 08 : . ,
i CB 175 I 10f DO ra 1 Y w ~ i „Y ~ ~ I I w hcf 1\ ~ 188 1 ` ~ M'r. ' \ « .nom. .nr~.«n rv 7 ~ OFF. 45, 96 R ~ • . ' Inv ~/'/~u t - 170.19 ~y r'd. ti ¦ CO
00 ~ y 12+ 4 ~ \ ~ ~ a I , 1 ~ " ' ; 00
. DO , ass 0 . ~ 8 ~ ~ ~ CB 189 .i 4 r r • . •r ~ , i , ' , . .i~ ~ ~ t
y . ~ ~ CB 183 ~ ~ r, Or 'c M / 4f l , ~ ~ ~ r , . j 1' f V ~ • , Ilrl ~ i / , • ~ ~ r ' 86 . 1 ~ . . ~ , CB , . ; ~ , . ~ _ , W
r~ 3+ OD ~D~ t , I ~ l O ~ I 1 ~ ~ f N . 4 - .4 ~ f ~ . . ~ , z +0 { . , 16 - a ~ . O . ~ ~ . „,,'t w I I ~ , • r ,,,.,1~ i r .r ,r.. 5 . ..r , t r'
• 1 ~ ~ Y1 I J CB 182 : ~ { . . , . ~ ~ Ii,;' ~ ` ~ r ' r ~ .r r ; , I Od r
CB 172 . _ 1 • . ~ , ,w , ; . Y .Y ~ ~ CB 185 I : ~ ~ ~ ~1 ~ ~ r i ~ ~ , - ~ I . i , r . ~ , .
. 180 / ~ CB X73 f: , ~ ~ ~ . s . { i } / * • i p ~•'1 ~ ' 1a ' ~ ~ ~ ~ ,
I •.....y,... " •4 r • wn.............. .,~.~A!~..•. ' 1 .~....i.r.•..........•...., 1 •.r., r 1 ice...... 1 ,.~.i i ~ , . 1 . L/ , ~ { ~ ...,r. ....Y.. ~ .,4 , ~ 9 ~ 7 ~ CB 181... I , ' < ~ ,r , 1 1 t ~ ~ 1 ' ~ ~ ~ '7 ,1 ` , ~ N
.........•n 1 1 ^ ` f ~ , . t ~ ..,M.. N ~l. ~ ~ ~ I I ; 1 I r , ~ ~ . , - i 1 , l ' r ~ d' cz
'i ~ ~ r A ~ ~ 'Y ~ r - , 1...L. , CB 17 . , • r ' ; d ~ ~ / ~ r 5 .h:... r ~ ~ ~ t , F r Headwall Desr n ~ , o g ,
i i ~ i', ~ v ' ,i I ~ 2 Y` ~ r f:' ',t ~y, 1 \ '1 ~ ~ - t•. ~ ~r ~ ~ , . De tal Sheet DZ , See ~ ;
I ( r C m oror Barricade I Provide le + i {a, ~ ~ ~ f ' ~ ~ S ec~al Sed~men t P ~ t ~ I 1
P y het 06 ,See Detail S e Control Fence „ w 4 - ~ , ' r ~ l ~
1 ? I , r . , I'> < , , , CB 180 y , 1 ~ ~ • i ` 4 i ~ r ti , CB 193 ~ - t. , ~
A BC ~ ~ - ~ Tem orar Stone r~ P Y ~ Berm Durm 14 ase ~ ~
~ 75.39 . i v I 9 ! \ S ~ 11~~ ~ ' ? ~ - ~ Gradrn See I e~ ~ ~ 9 enu e rea , I ~ t • ~ ~ 7
F r Headwall Desi n 0 9 ~ ~ Coo natnil ~hAAt n.~ ~ ~ Detail ~ ~ ~ ~ I. ~ t ; ,
v/VV Vv~v~i v~rvvr r.. - ~ % , 'r . ~ ~ , } ! ~ ~ 1 `t ~ , / ,t ~ t ~ t 1, Syr ~ I 1 ~ , 51 r ~ ,
; ~ .a: r. ~ r. ,,1 ~ ,,1~, ~ 1'', , ~ ~ ~ ' , ti ~ • ~ ~ ~ 1 ' \ r' , 1 i
~ ~ 1, . ~ .J . ~ ~.I, . 1 ' • 4 'I , 'i , 1 % ~ ~ J , t ~ ; , , lr~ , ~ , y ~ f ~ ~ ~ + ~ ',1 ~ ~ Basin
i , - ~ i , 1 y r Exr$tln i~~t 9 , ~ ` roved b ~ Prewousl A - y PP Y ,
r ~ , , , , ...r . t . , .i at '1 , ~ 1 .i , ~ . ~ ~ NR 12 74 2006 NCDE ~ ~ ~ ELI 1 l ,
If 1 ~ ~ ~ r STA, 14+70,30 i f C ` ~ ` A j'~ ~ r
I , ~ , n........ ,~1.~ I r - ...w.., ' ~ w~ ' ~ r~~ r..~.... `....,.h CB 179 . OFF, 51, 28 R 1 ~ ,.J 1 I I . , , ~ ' ;'i ~ ~ L r1 ~ ~ menf ~ ~ ~ , S ecial Sedi ,
' r . , ~ ,r ~ v„~Y` 1 . , a , . se Inv Out= 157, 06 ~ r ~ . a ~ . s . .1.._~?.. ~ . , - ; ~ Control Fence ~ ~ , , ~ REVISIONS
r ,r'~ ..ti , , _ L 4 i• .u + •..e...n.,..~ ~ 1 ' , ,1 ; , ` . ~1 y` ; , ~f 1 I ~ \ , NO.
.r i. •...n., ; ~ ~ ' ~ i i . i ~ ~ . , ~ , 'I ~ ` t ; ~ ,
r: .r , ~ ~ 1 ~ '1;~ y ~ ~ r ~ 1 ' ~ > ~ ,
1 ti ' , r ~t ~'I' ~ . ~ ~ a ; 3' ~ ! ~ ~ ~ ~ it ~ • ~ '1 /
i ~ ~ / ~ • / / ~ ~ / . ~ 1, , JB 169 ~ '1 ~ I 1 ~l Y ~ ~ ~ ~ CB 192 , . ~'U ~ ' _ CB 191 , , . , t ' 192 ' ~ ,
~ , a . , , II. , ~ 5 m R ~ to ~ _ ~ , b ~ ~ ~ ~ ~ L 1 1 \ ~ ~ 1~ - , - , ~ ~ ~ ~ ~ ~ ~ JB 178 r.r , ~ . ~ ~ ; ` !r
. ~ ~ 1 i i I j} ~ l ~ r t ~ , , 1 ~l 1 1 I ' . ' 4 ~ GAa I j t , ~ ~ , ~ ' 1 1~ i ` . , / ~ ~ , ti l r r 1 ~ ~ ~ ~ , wcon cQ
Baffles ~ ~ ,~b ~ , ~ . , , , } ~ l , ff ; v ~ .J r , ~ ~ , ~ ~ ; 1,...... l J, , ~ , r - t!1
2 Aar ` P 0 0 1 ~ . 1 . , ...QQ p o 0 0 ~ FES 168 I ~ / 1 ~ ~ 68 ~ . ~ f ~.ti` . t ~ / 1 r 1 ,
. ~ 04 o E ~ ~ o o I~ , o0 0o f 4 . . ~ _ o... 1 / ~ . • • i , 3 ~t ~ti t i • zWco F
o i ~1 0 ~,<< 1 • ; ~ ~ ~ Skrmm er ; ; t1,~, ' , f • ~ .N A' ial Sediment i ec \ S ~ P ; A, ~ 7 ~ f ~ , , r ~ ~ ~ , ` i ,
~ ti~ ~ ~ l~ , . / ~ I ~ f . ~ I ~ .r~ ~ , I;,~ - ~ ~ , Control Fence ~ ~ - F' ~ . , ~ u ~ ; 1 i ~ j ~ ~ ~ ~ ! } r ~ 1 i
r ` ~ / '1 1 ' ~ 1 ~1 ~ ' \ . ,i~ ~ ~ - ' 1 t v ~ , ti ~ k 1 ~ ~
Flood lain . ~ ' P . ,r f f i , ~ ~ u er one ~ ~ ~ ~ ~ ,
. 004 ' 4 4 , p ' i~' . ~ ~ , . . ' r / ~ , , y. ~ ~ 1 , , , ~l i . ~ - , r i~` - ~ u er one . ~w az w
• J , . ~ i? /yt / \1 ~ ~ Q i . J . ~ / ~ y ~ ~ ~ - i ~ , ~ ~ ~
r ` ~ ` ~ ~ ~ ~ 1 ti j' r , ~ ` ~ f ~ ...w JB 190 ~ r ~ ~ , S eclal Sediment ~ - ~ ~ ~ . - ~ . P ~ n i aseme 1 ,
` ~ ~ by ~ ` ~ \ ~ ~ JB 177....... 0~.... ~ ~r i Control Fence ~ ~ , - ~ ~ , yr . ~ . ~
~ i e . ~y. t l .4 rl ~ L. ' V 1~ t, , , y , . ~ 1 ~ ~ i 1 • f a er • ~ ~1 & Valve co
fit', ~ 1 . . Skim e r . ~ ~ ~I l ~ 1 f i } ~ Y~l ~ . J8 190A i ~ ~ ~ . F- J ~t ~ 5 ~ ~ i c ~ ~ 1 FH
~ .w,_.,.~._.. , . 26 Wide ` ~ . 1 \ t M , , ~ , ran w a ve ~ , i . , , 1 ~ ~ ~ ~ ,i Valve ~ Q)
• Emer enc S illwa ~ ~ I ~ t , 9 Y P y ~ , I, ~ 1 • . ~ - - r 1 ~ ~I ~ ~ FES 176' ~ ~ ; . \ ~ ~ ~ / ~ ~ ~ - j ~ nita ewer a , '4 a 3wer Manhole w ~
~l 1 'c ~ , ti. ~ ~ , i 1 ' . ~ I 1 1 ,ti l f„1..~. ~ i ~ ~ 6 ti . .,,ti , \ ~ ~ ~ o , ~ ~ 0 \ i ~ 0 \ ' Il ~ t 4 ~ ' / ' ~
v, d ~ • , , I ~ \ o cial Sediment , \ o . , y Se , o V ~ ~ % t ~ ~ ~ 1 5 , ~ ~ assn or ro atc 1 ~ , ~ ~ , In or Drop Inlet
.j ~ r . . - . . , . \ , Control Fence \ ~ ~ ~ y • \ `'ti tt t • ~ , ~ ~ ~ ' ~ ~ ~ ~
• . ~ , , ,1 ~ , 4.. \ ~ t l \i i\ ti } } \ . t L, ~ ' ~ a e r n ec ion ~ ~ ~ ~ . I Section ~ r
` . 'y„ ~ , 11 , , ` L, y ~ ~ , , \ ; ~ ~ ~ , - ~ ~ ,
, _ , ~............a ~ 1 ~ , . . ' ~ L \ r \ 1 ~ , ~ ~ 4 ; , ; \ \ ~ 4 a er ain a e ~ ~ 4 ~ . ~ ~ ~ , ens t , a er ain e n Label (See ~ - nLegend) -<4
1 ~m , ~ j+...,...., ~ ~ S ec~al Se en t \ ~ t r \ . n.. . . , . ` , \ i \ L~, ~ ' • ~ L ~ , i ~ 1 ~ i t;~
P t ~ ..1~` Control Fen c e '"w., ~ , L ' •L ~ i 1 LL\.~ L ~ r 1 I oa urve a r ~ urve a e 'e Tag Number
. ~ ~ \ •'L ~ , \ , • \ 1 . - . ble)
~ ~ ~ ~ ~ \
t , t ~ ~ v~ ~ ~ ~ t \ ~ ~ , ti ~ ~ ~ , - 1't 'r ee
1 '1 ~ •~t , , ~ \ 1 is ~ \ ~ ~ l , 1 ~ , - 4 1 , ~ 1 .f ,
N \ \ \ i • \ / l ~ \ \ ~ \ \ - - ro e x s in rc - sting Ground
C , ` . ~ Skimmer , i~ \ r , \ ~ ~L~~. ~ ~ \ Baffles.. ~ ~ ~ J ~ j . \ ` ~ , \ i / i , \ , • s en er
i.C) r •5~ 20 A arf y ~ ti ~ / , . p \ \ ~ h, ~ ~ ,,,r,. TD rn em ora iversi Diversion Ditch
C L L o \ ~ ~ 1 1 \ . , ~ f~ , r
C 11 \ _ ~ 5 1 i. f 1 1 1 py ~ \ ~ .1 I y 1 ~ ~ F SF S ~ t ence . , THESE DOCUMENTS ARE INSTRUMENTS
h • - 4 i ~ ~ . ; - -
C~ r. ~ . Flood tarn ,t . t L . 'i • 1 _ . \ > > '1 ~ ~d larn _ e amen as~on. p . t 1 , ie Basion. Outlet OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
~ ~1 ~ , , w, ~ t ~ ~ - ,1~~ CONCEPTS PRESENTED REMAIN THE
U \ 1 I 1 ~ , t\, 13 W de \ ~ ~ , 0 \ ` , ~ \ , Em er en c S rll wa r ct~on rote et n , ,1. .l Ct1011 PROPERTY OF THE ENGINEER. PUBLISH OR DUPLICATE THE DRAWINGS OR
r L V ' 9 Y P Y . • ~ ~ _ _ 4 , ~ ~ ' ` ~ ' DESIGNS ONLY WITH THE ENGINEER'S
J W ~ 1 ` t ~ ~ ` . ~ ~ ~ ~ I ~ i 4 ~ , WRITTEN APPROVAL. I
C . ~ ~ 1 A, ~1 , ` 1 , '1 1 \ i ` ' E'~
ti. 1 , ~ , l ,•y 1 i 1 ~ \ t ~ DATE : 5125/07
N • ~ R D URB G D!S RAl D R . ~ , , . ~ 1, , ~ J ~ If ~ ,
i A nce A DCA A~8 C~~~ ~ w~v RF[JI IIRFn Si ~ Y , tF~ SURFACE \ 1 ,r f ~ i DRAWN BY : RVM
CF AREA Special Sediment=a r 25 50 100 ~ 50 0
BASIN NO. (ACRES) (ACRES) (CFS) BASIN DIMENSIONS LENGTH VOL. (CF) ~ 2 9045 Con tro/ Fence \ Skimmer Outlet: ~ JOB NO..
Pond 1 9.14 9.14 27.83 70.0 X 140.0 X 2.00 26 16452 Pond 2 3.96 3.76 11.75 45.0 X 90.0 X 2.00 13 6768 3 3820 L1 t S 1
IN FEET SHEET NO.
50 f t. , 1 inch
2.2
w N
V
N

S tem
From To LineLength Incr.Area TotalArea Ru IArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AchlFlow TotalFlaw CapacFull Velx PipeSize PipeSlope Inv ElevUp Inv DevDn HGLUp HGLDn Grnd/RimU ~c C min min in/hr cfs cfs cfs cfs R!s m % ft ft? ft ft ft id/RimUp Grnd/RimDn t
System R istem R ft 'ac ac (ft) f CAR , 0000000 184.68 181.16 p~ ESS /
inoff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn DI 102 CB 101 114.17 1.d2 1.02 02 0.55 4.66 0.56 5 5 7.4 4.14 0 4.14 10.02 4.18 15 2.41 1$0 177.25 18Q.81 178.42 184.58 43 0.65 d.27 0.83 5 5.6 7.2 5.95 0 5.95 18.99 4.27 18 3.27 177.25 173.8 178.18 175.93 180.4 180.4 177.81 0 0° Vo7 9 0 00
From To LineLength IncrArea TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotelRunoff Ad ft ac ac C min min in/hr cfs cfs cfs cfs ft/s in % ft ft ft ft ft ft CB 101 CB 100 105.45 0.41 1.43 78 0.65 0.23 1.06 5 6.1 7 7.41 D 7.41 22.62 3.64 24 1 173.8 1 T3.45 175.63 174.94 177.07 177.07 177.33 *00 goo oQ o 00
C6 171A CB 171 25.83 2.5 2.5 0.85 2.13 2.13 5 5 7.4 15.68 8 0 15.68 62.51 3.19 30 2.32 169.5 168.9 172.5 172.46 174.5 174.53 CB 100 CB 103 35 0.35 1.78 B 0 33.88 39.68 6.9 30 0.94 168.9 167.79 171.72 171.48 174.5 174.75 CB 143 CB 99 39.32 0.56 2.34 34 0.65 0.36 1.42 5 6.4 6.9 9.86 0 9.86 64.0? 7 24 8.01 173.45 170.3 174.56 171.09 177.Q7 177.37 177.09 _ o SEAL o s
CB 171 CB 170 118.59 4.16 6.66 0.6 2.5 4.62 5 5.1 7.3 33.88 7 0 11.07 23.34 3.89 24 1.07 172.42 171.8 174.24 173.9 176 176.8 CB 77 C6 73 35 0.6 0.6 .6 0.65 0.39 4.38 5 5 7.4 2.88 0 2.88 5.98 2.34 15 0.86 207.3 207 208.8 208.83 210.47 210.47 211.22 0 1.9821 o ftft 229.19 218.04 a
CB 175 CB 172 58.21 2.5 2.5 0.6 1.5 1.5 5 5 7.4 11.07 4 0 11.24 12.9 6.71 18 1.51 175.95 175 177.24 176.45 180.38 179.77 CB 76 CB 75 243.34 0.87 0.87 87 0.65 0.57 0.57 5 5 7.4 4.17 d 4.17 14.28 4.15 15 4.89 225.9 21 ~ 226.72 215.7 229.19 47 0.65 4.39 4.96 5 6.2 7 G.G8 U 6.&8 8.94 3.99 18 0.72 214 213.75 215.43 215.2 217.32 217.32 218.07 F/V C ooooGlN o00
CB 174 CB 173 63 2.54 2.54 0.6 1.52 1.52 5 5 7.4 11.24 CB 173 CB 172 99.53 0.16 2.7 0.9 0.14 1.67 5 5.2 7.3 12.21 1 0 12.21 16.51 8.81 18 2.47 174.9 172.44 176.23 173.4 180.3 176.8 CB 75 CB 74 34.5 0.6 1.47 79 0.8 0.26 1.21 5 6.4 6.9 8.42 0 8.42 24.15 5.39 18 5.28 213.75 2dS.85 214.86 208.56 217.32 217.32 211.22
CB 172 CB 170 72.79 0.13 5.33 0.9 0.12 3.29 5 5.4 7.2 23.78 8 0 23.78 87.98 5.93 30 4.6 171.7 168.35 173.33 171.86 176 174.75 CB 74 CB 73 130.48 d.32 1.79 7 0 56.77 83.05 11.76 30 4.1 167.69 160 170.06 162.4 174.39 172 CB 73 CB 72 149.4 0.11 2.5 ;.5 0.65 0.07 1.67 5 6.8 6.8 11.39 0 11.39 22.85 7.24 18 4.65 206.85 199.9 208.14 X11.11 210.47 210.47 203.62 ~irrVV R~ G 203.66 203.62
CB 170 JB 169 187.52 0.03 12.02 0.9 0.03 7.93 5 5.7 7.2 56.77 6 0 56.06 101.89 11.63 30 6.17 160 155 162.37 157.39 172 158.42 CB 72 CB 71 35 0.11 2.61 CB 71 CB 67 39.73 0.37 x.98 61 0.7 0.08 1.75 5 7.2 6.7 11.72 0 11.72 48.36 4.81 24 4.57 199.9 198.3 201.11 201 203.56 98 0.6 0.22 1.97 5 7.4 6.6 13.11 0 13.11 34.97 4.17 24 2.39 198.3 197.35 200.74 2f~.61 203.56 203.56 204.81 0`7
JB 169 FES 168 81 0 12.02 0 0 7.93 5 6 7.1 56.06 DI 7d CB 68 112.87 0.88 0.88 88 0.55 0.48 Q.48 5 5 7.4 3.57 0 3.57 17.35 3.75 15 7.22 288.15 200 248.91 202.53 213 213 208.56
CB 58 CB 57 35 0.25 0.25 25 0.7 0.18 0.18 5 5 7.4 1.29 0 1.29 5.46 2.1 15 0.71 229 228.75 230.01 229.53 233.6 233.6 234.39
System S CB 57 CB 56 247.77 0.26 0.51 ~S 51 8.7 8.18 0.36 5 5.6 7.2 2.57 0 2.57 17.76 T.15 15 7.57 228.75 210 229.39 210.32 233.64 233.64 218.04 209.07 209.07
AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Gmd/RimDn CB 53 CB 54 34.81 0.22 0.22 . C B 106 C B 105 31.22 Q.83 0.83 22 0.75 0.17 0.17 5 5 7.4 1.22 0 1.22 12.48 0.99 15 3.73 204.3 203 2Q5.62 205.6 209.Q7 83 0.7 0.58 0.58 5 5 7.4 4.29 Q 4.29 10.21 4.23 15 2.5 229.53 28.75 230.36 230.12 233.43 233.43 233.52
From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rniallnt TotaiRunoff AdniFlo ~ft~ lac) lac) (min) (min) (inihr) (cis) (cis) (cfs) (cis) (cfs) (ft/s) (in) (ft) (ft) (ft) (ft) (ft) eft) CB 105 CB 104 91.28 4.65 1.48 48 8.7 0.46 1.04 5 5.1 7.3 7.59 0 7.59 17.99 6.41 18 2.94 228.75 226.07 229.8 226.95 233.52 233.52 231
0 2.99 0 1.69 18 0 179.85 179.85 181.38 181.35 184.45 184.45 CB 104 CB 62 230.13 Q.87 2.35 35 0.7 0.61 1.65 5 5.5 7.2 11.86 0 11.86 40.75 5.71 24 3.25 225.47 218 226.69 219.3 231 231 226.41 228.81 229.79
CB 195 CB 194 37.43 0.45 0.45 0.9 0.41 0.41 5 5 7.4 2.99 0 0 3.53 10.17 3.$2 15 2.48 179.85 175.33 180.6 176.43 184.45 181 CB 64 CB 63 37.2 0.55 4.55 .55 0.75 0.41 0.41 5 5 7.4 3.04 0 3.04 6.28 3.34 15 0.94 223.93 223.58 225.15 224.68 228.81 ~.1 0.6 0.06 8.06 5 5 7.4 0.44 0 0.44 16.22 4 15 6.31 249.6 243.77 249.87 243.91 22.01 252.01 246.27
CB 194 CB 193 182.19 0.81 1.26 0.09 0.07 0.48 5 5.3 7.3 3.48 0 CB 193 CB 192 20Q.35 0.41 1.67 0.6 0.25 0.72 5 6.4 6.9 5.03 0 0 5.34 14.93 4.3 18 2.02 175.3 171.25 176.18 172.41 181 180 D1163 DI 162 92.39 d.1 0.1 ,23 0.6 4.a8 0.14 5 8.3 6.2 Q.85 0 0.85 11.51 2.05 15 3.18 242.16 236.8 242.53 237.48 24627 246.27 239.32
CB 192 CB 191 27.25 0.37 2.04 0.6 0.22 0.95 5 7.5 6.6 6.27 0 0 6.98 38.51 4.02 24 2.9 171.25 170.46 172.19 171.77 180 181.5 D1162 DI 161 168.57 0.13 0.23 .46 0.6 0.14 0.28 5 12.8 6.5 1.v1 4 1.51 10.45 2.48 15 2.62 236.8 233.35 237.29 234.25 239.32 239.32 236.06
CB 191 JB 190A 155.26 0.21 2.25 0.6 0.13 1.07 5 7.7 6.6 7.05 0 0 7.91 67.19 4.55 24 8.82 170.45 156.75 171.45 157.95 181.5 160.65 D1181 DI 160 131.84 0.23 0.46 0 7.91 33.63 3.79 24 2.21 156.65 154.5 157.65 156.48 160.65 158.91 D1160 DI 159 160.98 0.17 0.63 .63 0.6 0.1 0.38 5 14.2 5.2 1.88 0 1.98 8.82 2.91 15 1.86 233.5 230.5 234.08 231.38 236.05 236.05 233.23 233.23 234
JB 190A JB 190 97.26 0 2.25 0 0 1.07 0 8.7 6.3 6.77 0 0 7.91 32.44 3.2 24 2.06 154.5 152.85 15625 155.72 158.91 157 D1158 DI 158 69.11 U27 O.S I.S 0.6 0.16 0.54 5 15.fi 5 2.72 Q 2.72 9.19 3.57 15 2.Q3 230.5 229.1 231.16 2~J.87 233.23 .94 0.6 4.02 0.56 5 16 5 2.81 0 2.81 7.99 3.39 15 1.53 229.1 227.85 229.77 228.88 234 234 234.85 ¦
JB 190 JB 177 80.21 0 2.25 0 0 1.07 0 9.4 6.2 6.61 0 0 2.37 10.92 1.34 18 1.08 170 169.6 172.53 172.51 173.58 174.83 DI 158 CB 157 81.57 0.04 0.94 CB 157 CB 63 73.06 U.26 1.2 1.2 0.75 0.2 0.76 5 16.5 4.9 3.73 0 3.73 15.61 3.87 15 5.84 227.85 223.58 228.62 224.79 234.21 234.21 230.36
CB 189 CB 184 37 0.41 0.41 0.9 0.37 0.37 5 5 7.4 2.72 0 0 9.52 10.92 5.39 18 1.08 176.75 176.35 178.45 178.13 180.14 181.3 CB 63 CB 62 75.79 0.08 1.83 .83 0.8 0.06 1.24 5 16.8 4.9 6.41 Q 6.01 29.74 4.29 18 8.02 223.58 217.5 224.52 219.34 229.79 229.79 226.32 226.32 214
CB 188 CB 185 37 5.16 5.16 0.6 3.1 3.1 5 5 7.4 22.84 0 0 0.66 10.92 1.81 18 1.08 180.7 180.3 181.01 180.85 184.36 184.49 CB 62 CB 61 152.42 0.72 4.9 l.9 0.6 0.43 3.31 5 17.2 4.8 15.97 0 15.97 68.52 5.9 24 9.45 217.4 203 218.82 2(16.12 225.32 .26 0.85 0.22 0.22 5 5 7.4 1.63 0 1.63 6.55 1.33 15 1.03 243.2 202.85 206.96 2(}6.94 210.38 210.38 210.38
CB 187 CB 186 37 0.1 0.1 0.9 0.09 0.09 5 5 7.4 0.66 0 CB 186 CB 185 115.46 0.08 0.18 0.9 0.07 0.16 5 6.6 6.9 1.11 0 0 1.2 19.42 1.83 18 3.42 180.3 176.35 180.72 178.62 184.49 181.3 CB 125 CB 126 34 0.26 0.26 .64 0.7 0.45 0.45 5 5 7.4 3.3 0 3.3 18.2 7.85 15 7.94 246.16 233.87 246.89 233.43 247.46 247.46 240.53 U) •
CB 185 CB 184 124.44 0.16 5.5 0.9 0.14 3.4 5 9.5 6.1 20.88 0 0 17.87 52.68 6.39 24 5.42 176.35 169.6 177.85 172.03 181.3 174.83 C B 134 C B 133 1 G4.8 0.64 0.64 .18 0.8 0.14 0.14 5 5 7.4 1.86 0 1.06 10.38 0.87 15 2.58 231.47 230.62 233.43 233.42 236.14 236.14 236.15 a)
CB 184 CB 180 95.77 0.18 6.09 0.9 0.16 3.93 5 9.9 6.1 23.82 0 0 25.49 52.19 8.68 24 5.33 169.6 164.5 171.38 166.26 174.83 178 C B 150 C B 135 32.9 0.18 0.18 0 2.06 14.95 2.39 18 2.03 166.75 166 167.3 167.31 170.27 171.42 DI 149 CB 136 89.52 1.07 1.87 .87 0.55 0.59 0.59 5 5 7.4 4.34 0 4.34 14.78 4.27 15 5.24 238.64 233.85 239.47 235.19 243 243 238.82 245.26 245.3
CB 183 CB 182 37 0.31 0.31 0.9 0.28 0.28 5 5 7.4 2.06 0 0 2.85 11.94 1.75 18 1.29 166 165.4 167.2 167.18 171.42 171.77 CB 148 CB 138 33.96 0.43 0.43 .43 0.75 Q.32 Q.32 5 5 7.4 2.38 d 2.38 6.56 2.06 15 1.03 240.66 240.31 241.7 241.67 245.26 .53 0.65 0.34 0.34 5 5 7.4 2.54 0 2.54 7.92 3.2 15 1.5 253.37 251.37 254.01 252.4 258.31 268.31 256.1 ~••J
CB 182 CB 181 46.41 0.12 0.43 0.9 0.11 0.39 5 5.5 7.2 2.79 4 0 3.59 10.55 2.03 18 1.01 165.4 164.5 167.07 166.97 171.77 ~ 78 C B 144 C B 143 132.93 0.53 Q.53 C B 143 C B 142 70.98 Q.53 1.06 .d6 0.65 0.34 0.69 5 6.1 7 4.8~ 0 4.84 12.21 4.07 18 1.35 251.27 254.31 252.11 251.44 256.1 256.1 254.96
CB 181 CB 180 89.12 0.11 0.54 0.9 0.1 0.49 5 6 7.1 3.43 0 0 30.37 66.84 6.13 36 1 164.5 163.65 166.26 165.96 178 178 CB 142 CB 141 47.23 0.27 1.33 .33 0.65 4.18 0.86 5 6.5 6.9 5.97 0 5.97 1 d.91 4.38 18 1.08 25U.21 249.7 251.14 251.04 254.95 254.95 254.56 U) 256.11 255.66 cu
CB 180 CB 179 84.62 0.19 6.82 0.6 0.11 4.53 5 10 6 27.26 0 0 31.65 80 6.33 36 1.44 163.65 162.5 165.44 164.78 178 177 CB 147 CB 145 33.3 0.11 0.11 .11 0.8 0.09 0.09 5 5 7.4 0.65 0 0.65 1 d.13 1.32 15 2.d6 251.97 251.15 252.88 252.36 256.11 x.48 0.65 U.31 0.31 5 5 7.4 2.3 0 2.3 12.66 2.91 15 3.85 254.38 251.15 254.99 252.31 256.34 266.34 255.66 E
CB 179 CB 178 79.93 0.26 7.08 0.6 0.16 4.69 5 10.4 5.9 27.87 0 CB 178 CB 177 116.5 0 7.08 0 0 4.69 5 10.7 5.9 27.58 0 0 31.65 191.95 5.98 36 8.28 162.5 152.85 164.29 155.51 177 157 CB 146 CB 145 84 0.48 0.48 .07 0.65 4.31 0.71 5 6 7 5.01 0 6.01 11.9 3.88 18 1.29 251.15 249.7 252 251.09 255.66 265.66 254.65 L. W
CB 177 FES 176 18 0 9.33 0 0 5.76 5 11.1 5.8 33.38 0 0 39.56 144.93 7.88 36 4.72 152.85 152 154.85 154 157 155.92 CB 145 CB 141 112.84 U.48 1.07 C 6 141 C B 140 32.79 0.51 2.91 .91 0.65 0.33 1.91 5 6.7 6.8 13.04 4 13.04 34.43 5.66 24 2.32 249.~i 248.59 250.63 254.09 254.55 254.55 264.66 a
C 6 140 C B 139 56.93 0.22 3.13 ~.13 0.8 0.18 2.08 5 6.9 6.8 14.16 0 14.16 29.98 6.45 24 1.76 248.39 247.38 249.72 248.7 254.55 254.66 253.46 -fm+ N 253.46 246.3 U) q4t
C B 139 C B 138 166.45 0.04 3.17 ~.17 0.8 0.03 2.12 5 7.1 6.7 14.25 0 14.25 46.52 6.14 24 4.23 247.04 240 248.38 241.44 253.46 ~.68 0.8 0.06 2.5 5 7.7 6.6 16.43 0 1f.43 61.96 7.43 24 7.5 239.6 236.87 24'1.04 238.11 245.3 246.3 242.38
ste C B 138 C B 137 36.38 0.48 3.68 stem A CB 137 CB 136 98.14 0.03 3.71 x.71 0.8 0.02 2.53 5 7.8 6.5 16.51 0 16.51 42.28 6.014 ~4 3.5 236.37 X32.94 237.81 234.96 242.38 242.38 238.82
From Ta LineLength Incr.Area TotalArea Runof~Coetf. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TatalRunof~ fl ac) (ac C) min) min inMr (cfs) IRunof~ AdnlFlow TotalFlow CapacFull Velac PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn CB 136 CB 135 89.2 U.23 5.01 x.01 Q.65 0.15 3.26 5 8.2 6.4 21 .Q5 0 21.05 35.68 7.2 24 2.49 232.84 230.62 234.47 233.42 238.82 238.82 236.15 236.15 238.13
cfs) cfs cfs} cfs ft/s} (in) n ~ R1 CB 135 CB 133 48.94 0.15 5.34 x.34 0.65 d.1 3.51 5 8.4 6.4 22.4 0 22.4 48.61 4.71 36 0.53 230.32 230.46 233.02 232.12 236.15 240.53 240.63
CB 17 CB 18 34.85 0.37 8.37 0.75 0.28 0.28 5 5 7.4 2.05 ',.05 0 2.05 2.89 2.55 15 Q.2 160.07 160 160.85 160.78 165.25 165.26 CB 133 CB 132 33.99 0.24 6.22 ..52 D 2.52 2.84 Z.Q6 15 0.19 155.31 155.2 157.69 157.6 165.26 160.39 CB 132 CB 131A 121.87 0.29 6.51 ..22 0.7 0.17 4.12 5 8.7 6.3 26.{15 0 26.Q5 154.33 G.55 36 5.35 229.96 228.14 231.59 229.81 240.53 ..51 0.8 0.23 4.35 5 8.9 6.3 27.34 0 27.34 ~ 98.16 a.94 36 2.17 227.64 225 229.31 227.13 240.53 240.53 232.93
CB 18 CB 4 56.92 0.1 0.47 0.7 0.87 0.35 5 5.3 7.3 2.52 CB 5 CB 4 34.91 0.2 0.2 Q.7 0.14 0.14 5 5 7.4 1.83 .83 0 1.03 6.47 8.84 15 1 155.55 155.2 157.67 157.66 160.4 168.39 CB 131A CB 131 106.58 0.04 6.55 ..55 0.85 Q.03 4.39 5 9.4 6.1 26.97 0 26.97 106.15 5.89 36 2.53 225 222.3 226.66 224.43 235.69 235.69 227.8 CN
CB 16 CB 7 32.54 d.1G 0.16 Q.G4 0.1 0.1 5 5 7.4 0.76 x.76 0 4.76 11.32 3.96 15 3.07 168.69 167.69 169.04 167.91 172.62 172.54 CB 131 CB 130 119.26 O.Q6 6.61 ..61 0.85 8.45 4.44 5 10 6 28.77 0 26.77 123.66 6.14 36 3.44 222.3 218.2 223.95 220.14 230.91 230.91 222.87 225.89 222.88
CB 15 GB 14 34.51 0.2 0.2 0.64 0.13 0.13 5 5 7.4 0.94 i.94 0 0.94 4.92 0.77 15 0.58 178 177.8 180.09 180.08 181.29 181.29 CB 130 GB 129 32.47 O.Q6 6.67 ...,r c wn ~ c~ ~c ADD 177 S2 177d 'IAfI M 17Q Q7 1R1 7G 1R?.6d - ..67 0.85 0.05 4.48 5 14.6 5.9 26.51 0 2&.51 52.34 6.23 36 0.62 217.33 217.13 218.98 218.98 225.89 - _ _ ~ , r „ n ~n a~ ~ ao ~z c oa ~a d ~ 717 1~ 71f1 '~A 7152 RQ 717 7d 77~ RA 97R RA 71 A ?7
CB 14 CB 12 4Q.47 0.2~ 0.45 0.64 0.16 0.29 5 5.7 /.7 ~.~a ;.~a v c.vo v.~r~ ~.o~ v.~~ • • CB 129 CB 128 154.66 1.05 7.72 219.38 211.09
Gg 2~ CB 27 34.5 Q.1 0.1 8.64 0.06 0.06 5 5 7.4 0.47 x.47 0 0.47 19.75 0.28 18 3.54 203.96 202.74 205.21 2Q5.21 207.49 ZQ7.99 CB 128 CB 127 125.27 0.74 8.46 ;.17 D 2.17 25.17 2.41 18 5.75 205.29 202.74 205.85 285.19 209.56 206.74 CB 127 CB 126 159.8 0.4 8.86 t.46 0.65 4.48 5.65 5 11.4 5.7 32.42 0 32.42 121.97 6.37 36 3.34 209.89 205.7 211.7 Za8.04 219.38 t.86 0.65 0.26 5.91 5 11.9 5.6 33.32 0 33.32 88.91 6.02 36 1.78 205.69 2Q2.85 207.53 206.62 215.36 215.36 210
GB 29 GB 27 44.37 0.46 U.46 0.64 0.29 0.29 5 5 7.4 2.17 4.3 0 4.3 15.51 1.37 24 0.47 202.74 202.4 205.15 205.13 207.99 2U7.91 9.5 0.65 0.25 6.38 5 12.6 5.5 35.19 Q 35.19 68.3 4.98 36 1.D5 202.85 202.3 206.27.206.12 210.38 210.38 213.33
CB 27 GB 25 72.26 0.44 1 0.64 0.28 0.64 5 7.2 6.7 4.3 CB 33 CB 32 42.9 0.95 0.95 0.64 0.61 Q.&1 5 5 7.4 4.49 ~.49 0 4.49 14.79 4.36 15 5.24 222.45 220.2 223.3 221.84 225.69 223.7 CB 126 CB 61 52.44 0.3$ 9.5 5.12 0.65 0.47 10.16 5 17.6 4.8 48.43 0 48.43 149.68 3.98 48 1.09 202.3 2Q1.9 205.86 205.85 213.33 213.33 212.8
CB 31 CB 32 34.99 0.16 0.15 0.64 Q.1 0.1 5 5 7.4 0.71 1.71 0 0.71 5.57 0.58 15 Q.74 220.46 220.2 222.05 222.04 223.7 223.7 CB 61 CB 60 36.84 0.72 15.12 i.64 0 5.64 5.65 4.6 15 0.76 220.2 219.85 221.45 221.15 223.7 222.95 CB 60 CB 54 48 0.88 16 16 0.7 0.62 14.78 5 17.8 4.7 51.14 0 51.14 113.56 4.13 48 4.62 201.9 241.6 2U5.65 206.6 212.21 212.21 209.82 209.07 214.29
GB 32 GB 34 45.78 0.15 1.25 0.64 fE.1 0.8 5 6 7.1 5.64 t.07 0 8.07 16.08 5.23 18 2.35 219.85 219 220.93 220.52 223.28 223.95 CB 54 CB 55 148.59 Q.24 16.46 6.46 0.65 d.16 11.1 5 18 4.7 52.38 0 52.38 106.12 5.01 48 0.55 201.6 200.8 2Q5.12 204.35 2Q9.07 6.48 0.85 0.02 11.12 5 18.8 4.6 51.62 0 51.62 122.53 4.47 48 0.73 200.8 240.5 204.02 2D4.12 213.17 213.17 218.04
GB 34 GB 35 36.23 0.55 1.8 0.64 0.35 1.15 5 6.2 7 8.07 CB 38 CB 26 82.99 Q.39 2.19 0.64 0.25 1.4 5 6.3 7 9.7& 1.7& 0 9.76 28.35 6.01 18 7.29 219 212.95 220.19 214.42 223.28 216.71 CB 55 CB 56 41.23 0.02 16.48 17.4 0.7 4.29 11.76 5 18.8 4.6 54.36 0 54.36 121.77 4.64 48 4.72 200.5 2Q0.2S 203.76 243.9 217.72 217.72 218.41
CB 26 CB 25 189.13 0.2 2.39 0.64 0.13 1.53 5 6.5 6.9 10.54 0.54 0 1Q.54 24.8 6.36 18 5.58 212.95 202.4 214.19 204.6 216.71 207.91 CB 56 CB 59 34.79 0.41 17.4 7.92 0.65 0.34 12.1 5 18.8 4.6 55.72 0 55.72 188.36 4.64 48 1.72 200.25 198.7 203.54 203.62 217.72 27.72 214.17 REVISIONS 213.42 210.19
CB 25 CB 24 35 d.34 3.73 0.64 4.22 2.39 5 8 G.5 15.52 5.52 0 15.52 22.62 5.94 24 1 202.4 202.05 203.8 203.82 207.91 207.9 CB 59 CB 69A 90.15 0.52 17.92 6.41 0 16.41 42.35 6.01 24 3.51 202.05 195.3 203.48 197.65 207.9 198.99 CB 69A CB 69 121.57 0.14 18.06 8.06 4.65 0.09 12.19 5 19.3 4.6 55.62 0 55.62 145.66 4.92 48 1.03 199.7 198.45 203.17 202.7 213.42 209.44 208.56 NO.
C6 24 GB 2~ 192.52 x.23 3.96 0.64 0.15 2.53 5 8.1 6.5 16.41 CB 22 CB 2~ 34.99 0.1 4.06 Q.64 0.06 2.6 5 8.7 6.3 16.44 6.44 D 16.44 20.94 5.87 24 4.86 195.3 195 196.86 196.82 198.99 198.99 CB 69 CB 68 50.12 Q.36 18.42 8.42 0.65 0.23 12.42 5 19.8 4.5 55.99 0 55.99 143.48 4.46 48 1 198.45 197.95 202.6 282.53 209.44 9.37 0.8 O.d6 12.96 5 20 4.5 58.13 0 58.13 111.54 6.14 48 0.6 197.95 197.35 201.79 2Q0.55 207.82 207.82 204.81
GB 23 CB 13 16.21 027 4.33 0.64 0.17 2.77 5 8.8 6.3 17.46 7.46 d 17.46 49.11 6.34 24 4.71 195 185.75 196.48 187.65 198.99 189.9 CB 68 CB 67 99.51 0.07 19.37 2.65 0.65 0.2 15.13 5 20.4 4.4 67.19 0 87.19 163.17 7.41 48 1.29 197.35 196.9 199.77 200.02 284.5 284.5 203.98
CB 13 CB 12 163.92 U.5 4.83 0.64 0.32 3.U9 5 9.4 6.2 19.05 9.05 0 19.05 51 .Q5 6.69 24 5.U9 185.75 177.4 187.3 179.45 189.9 182.64 CB 67 CB 66 34.88 0.3 22.65 1.88 4 21.88 32.59 7.45 24 2.08 177.4 176.7 179.06 178.64 182.64 182.64 CB 66 CB 86A 145.5 x.46 23.11 3.11 0.7 0.32 15.45 5 20.5 4.4 68.42 0 &8.42 322.86 7.53 48 5.05 196.9 189.55 199.35 192.65 203.68 203.68 195.9 195.9 193.81
CB 12 CB '11 33.71 0.36 5.64 0.64 0.23 3.61 5 9.8 6.1 21.88 >_2.7 0 22.7 24.51 7.71 24 1.17 176.7 174.69 178.39 176.58 182.64 178.61 CB 86A CB86 34 0.14 23.25 3.25 0.75 0.11 15.56 5 21 4.4 68.Q7 0 &8.07 423.12 7.46 48 8.68 189.55 186.6 191.99 ' 189.74 195.9 3.71 0.65 U.3 15.86 5 21.1 4.4 69.18 0 69.18 379.19 7.02 48 6.97 186.6 173 189.QB 177.6 194.58 194.58 181.58
GB 11 0610 171.2 0.23 5.87 4.&4 8.15 3.76 5 9.9 6 22.7 CB 10 CB 9 33.41 4.11 5.98 Q.64 0.07 3.83 5 1Q.3 6 22.79 2.7g ~ 22.79 39.13 8.39 24 2.99 174.69 173.69 176.38 175.24 178.61 178.61 CB 86 CB 85 195.17 0.46 23.71 0.4 0.7 0.28 0.28 5 5 7.4 2.07 0 2.07 10.45 1.17 18 0.99 176.2 175.85 178.45 178.43 179.14 179.14 179.75
GB 9 CB 8 148.05 0.24 6.22 0.64 0.15 3.98 5 18.4 5.9 23.64 3.64 0 23.64 87.36 5.5 36 1.72 173.69 171.15 175.24 173.21 178.61 176.27 CB 93 CB 87 35.36 0.4 0.4 4.42 0 24.42 128.94 10.23 36 3.74 171.15 166.94 172.73 167.83 176.27 172.54 CB 92 CB 89 35 0.65 0.65 ?.65 0.7 8.46 0.46 5 5 7.4 3.36 0 3.36 6.64 2.74 15 1.06 188.12 187.75 189.9 189.81 191.27 191.27 191.27 W CO Co C\2 209.61 202.63 ~ m c C -
CB 8 CB 7 112.63 0.38 6.6 0.64 0.24 4.22 5 11.2 5.8 24.42 5.51 0 25.51 39.53 5.14 36 0.35 161.94 161.55 163.82 163.65 172.54 166.84 CB 91 CB 90 117.88 0.59 0.59 ).59 0.65 0.38 4.38 5 5 7.4 x.83 0 2.83 16.45 3.2b 15 6.49 206.35 198J 207.02 200:1 209.61 201.88 192.02
CB 7 CB & 111 4.27 7.03 U.64 0.17 4.5 5 11.8 5.7 25.51 CB 6 GB 4 186 Q.21 7.24 U.64 Q.13 4.63 5 12.3 5.6 25.81 5.81 0 25.81 163.24 5.57 36 5.99 161.55 155.2 163.17 157.46 166.72 160.39 CB 90 CB 89 128.92 0.68 1.27 1.27 0.65 4.44 0.83 5 5.9 7.1 5.86 0 5.86 18.82 5.26 15 8.49 198.7 187.75 199.67 189.57 201.88 >_.65 0.65 0.47 1.76 5 6.3 7 12.22 a 1x.22 29.41 7.1 ~ 18 7.85 187.75 181.4 189.08 18;1.05 191.27 191.27 185.91 Zw N O
CB 4 CB 2 1U$.27 0.3 $.21 0.64 4.19 5.31 5 12.8 5.5 29.11 9.11 0 29.11 164.44 6.05 3b 6.05 155.2 148.65 156.92 150.89 160.39 154.84 CB 89 CB 88 80.94 0.73 2.65 3.Q4 0.6 0.23 1.99 5 6.5 6.9 13.73 0 13.73 21.26 7.93 18 4.1 181.4 175.8 182.78 178.43 185.16 185.16 179.75 E-'
GB 2 8X8 JB 113.77 0.3 8.51 0.64 0.19 5.51 5 13.3 5.4 29.73 9.73 0 29.73 80.32 8.62 36 1.45 148.65 147 150.39 148.29 154.84 150.42 CB 88 CB 87 136.65 4.39 3.Q4 CB 87 C B 85 39.59 0.72 4.16 x.16 0.6 0.43 2.7 5 6.8 6.8 18.4 0 18.4 60.15 5.86 24 7.07 175.8 173 177.9 177.6 179.75 179.75 181.58 fs, ~ ~ CO 181.5$ 180.6 ~ C/) z ~
CB 85 C B 84 35 0.37 28.24 ;8.24 0.65 0.24 18.8 5 21.7 4.3 80.73 0 8Q.73 265.98 6.6'S 48 3.43 173 171.8 176.85 176.5 181.58 :8.44 0.75 0.15 18.95 5 21.9 4.3 81.18 0 81.18 213.51 6.81 48 2.21 171.8 170.15 175.7 175.1 179.85 179.85 177.25 ~ ~ 0
System F CB 84 C B 96A 74.69 0.2 28.44 F CB 9fiA CB 96 113.69 OA3 28.47 :8.47 0.8 8.02 18.97 5 22.1 4.3 80.86 Q 80.86 188.13 7.02 48 1.72 170.15 168.2 174.2 173.19 177.25 177.25 175.69
From To LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow 4dnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Gmd/RimDn CB 96 CB 97 34.97 0.26 28.73 :8.73 8 2.Q8 21.05 5 22.4 42 89.02 fl 89.Q2 166.28 5.6 54 Q.71 168.2 167.95 172.7 172.68 174.95 174.95 175.69 a 174.95 178.53 9!4
ft ac ac C min min in/hr cfs cfs cfs cfs cfs ft/s in % ft ft ft ft ft ft CB 97 CB 98 126.76 0.58 29.31 :9.31 0.65 0.38 21.43 5 22.5 4.2 90.36 0 90.36 161 .U4 6.03 54 0.67 167.95 167.1 172.04 171.58 174.95 176.12 177.65 ~T* a z
CB 51 CB 50 34.23 0.63 0.63 0.65 0.41 0.41 5 5 7.4 3.02 0 0 3.02 11.04 3.38 15 2.92 200 199 200.7 200.27 204.87 204.87 CB 98 CB 99 91.6 O.Q2 29.33 0 1.14 4.92 1.13 15 0.58 233.7 233.5 234.57 234.56 237.3 237.37 CB 99 CB 83 229.93 0.2 31.87 :9.33 0.8 0.02 21.44 5 23 4.2 89.53 0 89.53 152.39 5.75 54 0.6 167.1 166.55 171.04 171.09 176.12 .1.87 0.75 0.15 23.01 5 23.3 4.1 95.39 0 95.39 153.46 6 54 0.61 166.55 165.15 170.53 170.52 177.Q9 C) 177.09 177.05 O
CB 43 CB 39 34.48 0.22 0.22 0.7 0.15 0.15 5 5 7.4 1.14 0 0 1.27 4.51 1.04 15 0.49 236.64 236.47 237.84 237.83 240.82 240.72 CB 83 CB 82 87.17 U.36 32.23 .2.23 0.65 0.23 23.25 5 24.1 4.1 94.74 0 94.74 156.21 5.96 54 4.63 165.15 164.6 17Q.44 170.23 176.53 176.53 173.88
CB 42 CB 41 34.85 0.23 0.23 0.75 0.17 0.17 5 5 7.4 1.27 0 CB 41 CB 40 41.29 023 0.46 0.75 0.17 0.35 5 5.6 7.2 2.48 0 0 2.48 4.61 3.18 15 0.51 236.47 236.26 237.63 237.1 240.18 240.2 Cg 82 C B 81 35.48 0.31 32.54 X2.54 4.65 0.2 23.45 5 24.3 4 94.95 0 94.95 180.84 7.61 54 0.85 164.6 164.3 169.2 1 fi7.84 173.36 ~ 173.36 173.7 co 173.46 168.75
CB 40 CB 39 188.09 0.03 0.49 0.8 0.02 0.37 5 5.9 7.1 2.61 0 0 2.61 7.82 3.25 15 1.47 236.26 233.5 236.91 234.53 240.2 237.37 CB 81 CB 80 112.77 0.04 32.58 12.58 d.8 0.03 23.48 5 24.5 4 94.83 0 94.83 304.3 8.12 54 2.39 164.3 161.6 167.09 16.~r.12 173.46 168.22 150.42 ~
CB 39 CB 38 171.21 0.14 0.85 0.75 0.11 0.63 5 7.4 6.7 4.18 0 0 4.18 28.88 3.43 18 7.56 233.5 220.55 234.28 224.81 237.37 234.85 CB 80 8X8 JB 195.18 0.04 32.62 0 0.33 6.54 0.27 15 1.03 220.9 220.55 224.81 224.81 234.17 234.21 X2.62 0.8 O.d3 23.51 5 24.9 4 94.17 0 94.17 470.68 9.12 54 5.73 161.6 150.42 164.38 153.2 168.22
CB 37 CB 38 34.11 0.06 0.06 0.75 0.05 0.05 5 5 7.4 0.33 0 DI 119 CB 118 210.66 0.68 0.68 0.7 0.48 0.48 5 5 7.4 3.51 0 0 3.51 14.07 3.82 15 4.75 240.4 230.4 241.15 231.5 248.7 236.64
CB 118 CB 109 91.29 1.18 1.86 0.6 0.71 1.18 5 6.2 7 8.27 0 0 8.27 38.17 3.89 24 2.85 230.2 227.6 231.22 230.25 235.91 234.55 bJD
CB 1228 CB 122A 33.01 0.44 0.44 0.65 0.29 029 5 5 7.4 2.11 0 0 2.11 7.11 1.93 15 1.21 245.2 244.8 246.11 246.12 249.32 249.32 0 2.49 13.41 4.07 15 4.31 255.2 250 255.83 250.62 262.14 254.88
CB 123A CB 123 120.63 0.52 0.52 0.65 0.34 0.34 5 5 7.4 2.49 0 0 4.77 22.58 3.89 18 4.63 249.5 244.85 250.33 246.09 254.88 249.86
CB 123 CB 122A 100.54 0.52 1.04 0.65 0.34 0.68 5 6 7.1 4.77 0 CB 122A CB 122 142.75 0.51 1.99 0.7 0.36 1.32 5 6.6 6.9 9.06 0 0 9.06 44.72 6.93 24 3.91 244.7 239.12 245.77 239.86 249.32 243.18
CB 122 CB 121 32.3 1.01 3 0.65 0.66 1.98 5 7.4 6.6 13.11 0 0 13.11 55.9 4.95 30 1.86 238.3 237.7 239.51 239.18 243.18 243.19 Note Note to SurveXor: Grnd/Rim Elevation is Not Back of Curb Elevation.
CB 121 CB 120 76.65 0.35 3.35 0.65 0.23 2.2 5 7.6 6.6 14.5 0 0 14.5 64.57 5.13 30 2.48 237.5 235.6 238.77 237.17 243.19 238.39 0 18.38 114.61 5.28 36 2.95 235.4 230 236.77 231.63 240.71 235.02
CB 12-0 CB 110 182.85 0.85 4.2 0.75 0.64 2.84 5 8.1 6.5 18.38 0 0 0.41 8.88 0.36 15 1.89 235.5 234.8 236.51 236.51 239.26 240.24
CB 117 CB 111 37 0.07 0.07 0.8 0.06 0.06 5 5 7.4 0.41 0 CB 115A CB 115 138.05 0.42 0.42 0.65 0.27 0.27 5 5 7.4 2.01 0 0 2.01 12.41 3.08 15 3.69 249.5 244.4 250.07 245.19 254.27 248.5 Note: Note: Computations for Storm Systems "A'; "F'; and "l" have been
CB 115 CB 114 33.22 0.42 0.84 0.65 0.27 0.55 5 6.4 6.9 3.78 0 0 3.78 12.88 3.63 18 1.51 244.2 243.7 244.94 244.73 248.5 248.47 Com 0 7.01 31.5 4.09 24 1.94 243.5 241.3 244.44 242.57 248.47 246.03 in cl u d included in their entirety. While only portions of those systems are ~ w
CB 114 CB 113A 113.42 0.68 1.52 0.7 0.48 1.02 5 6.7 6.9 7.01 0 0 9.46 39.02 4.26 24 2.98 241.1 236.9 242.19 238.76 246.03 244.54 /oCOt 0 0.53 19.71 1.61 15 9.31 255.2 246.87 255.49 247.55 259.6 250.56 layou 0 1.12 4.6 2.31 15 0.51 246.87 246.4 247.3 247.1 250.56 253.23 o vera 0 1.69 522 2.69 15 0.65 246.4 245.5 246.92 246.36 253.23 248.51 ShOUI 0 2.52 11.45 3.36 15 3.14 245.5 241.5 246.14 242.39 248.51 244.57 located in the Right-Of-Way of the Main Road, an overall storm n'o
o CB 113A CB 113 141.08 0.58 2.1 0.7 0.41 1.43 5 7.5 6.6 9.46 0 ~ DI 156 DI 155 89.45 0.09 0.09 0.8 Q.07 0.07 5 5 7.4 0.53 0 layout has been inc/uded to ossist the reviewer in understanding the
~ DI 155 DI 154 92.7 0.13 0.22 0.8 0.1 0.18 5 8.4 6.4 1.12 0 overall drainage system. Sturcture Numbers and System Letters
~ DI 154 DI 153 137.53 0.13 0.35 0.8 0.1 0.28 5 10 6 1.69 0 should be used to find the desired information.
DI 153 DI 152 127.33 0.2 0.55 0.8 0.16 0.44 5 11.4 5.7 2.52 0 0 3.3 16.42 3.01 18 2.44 241.5 238.7 242.19 240.13 244.57 241.69
DI 152 DI 151 114.52 0.19 0.74 0.8 0.15 0.59 5 12.3 5.6 3.3 0 N DI 151 CB 116A 128.29 0.18 0.92 0.8 0.14 0.74 5 13.2 5.4 3.98 0 0 3.98 8.8 2.71 18 0.7 238.7 237.8 239.97 239.54 241.69 243.47
CB 116A CB 116 10.83 0.71 1.63 0.7 0.5 1.23 5 14.1 5.3 6.5 0 0 6.5 37.64 2.8 24 2.77 237.8 237.5 239.39 239.09 243.47 243.26
C B 116 C B 113 32.87 0.05 1.68 0.7 0.04 1.27 5 14.1 5.3 6.67 r> 0 6.67 27.9 2.62 24 1.52 237.4 236.9 238.95 238.75 243.26 244.54 0 14.55 27.46 5.79 24 1.47 236.9 236.2 238.25 237.89 244.54 240.21
CB 113 CB 112 47.49 0.13 3.91 0.7 0.09 2.79 5 14.4 5.2 14.55 0 CB 112 CB 111 129.25 0.13 4.04 0.7 0.09 2.88 5 14.6 5.2 14.92 0 0 14.92 23.54 6.52 24 1.08 2362 234.8 237.57 236.17 240.21 237.49 THESE DOCUMENTS ARE INSTRUMENTS OF SERVICE AND AS SUCH THESE
CB 111 CB 110 183.58 0.56 4.67 0.7 0.39 3.33 5 15.2 5.1 16.94 0 0 16.94 106.71 4.99 36 2.56 234.7 230 236.01 231.64 240.24 235.02 DRAWINGS, DESIGNS, AND DESIGN
o~ CB 110 CB 109 54.52 0.65 9.52 0.65 0.42 6.59 5 16.4 4.9 32.45 0 0 32.45 110.62 6.27 36 2.75 229.1 227.6 230.92 230.03 235.02 234.55 0 39.36 84.93 6.99 36 1.62 227.4 226.8 229.4 229.37 234.55 234.85 CONCEPTS PRESENTED REMAIN THE PROPERTY OF THE ENGINEER. PUBLISH
-o CB 109 CB 108 37 0.4 11.78 0.65 0.26 8.03 5 16.6 4.9 39.36 0 0 41.28 145.01 6.94 36 4.73 226.8 220.55 228.85 224.81 234.85 234.85 OR DUPLICATE THE DRAWINGS OR
CB 108 CB 38 132.21 0.44 12.22 0.95 0.42 8.45 5 16.7 4.9 41.28 0 o CB 38 CB 46A 143.72 0.1 13.23 0.75 0.08 9.2 5 17 4.8 44.5 0 0 44.5 48.18 7.2 36 0.52 220.55 219.8 223.93 222.39 234.21 231.8 DESIGNS ONLY WITH THE ENGINEER'S WRITTEN APPROVAL.
~ CB 46A CB 46 149.96 0.19 13.42 0.65 0.12 9.32 5 17.4 4.8 44.65 0 0 44.65 73.07 7.49 36 1.2 219.8 218 221.93 220.7 231.8 226.47
CB 46 CB 45 203.61 0.53 13.95 0.65 0.34 9.67 5 17.8 4.7 45.81 0 0 45.81 147.58 7.45 36 4.9 218.06 208.09 220.22 212.4 226.47 214.36 0 47.54 107.12 9.86 36 2.58 208.15 207.26 211.51 208.89 214.36 213.52
o CB 45 CB 44 34.5 0.78 14.73 0.65 0.51 10.17 5 18.3 4.7 47.54 0 ~ CB 44 CB 50 178 0.35 15.08 0.75 0.26 10.44 5 18.4 4.7 48.66 0 0 48.66 148.46 8.62 36 4.96 206.2 197.38 208.42 199.62 214.34 204.76 DATE : 5/25/07
~ CB 50 CB 49 157 0.09 15.8 0.75 0.07 10.91 5 18.9 4.6 50.29 0 0 50.29 229.29 5.77 48 2.55 197.38 193.38 199.48 197.88 204.76 202.24 DRAWN BY : RVM
~ CB 49 CB 48 89.93 0.09 15.89 0.75 0.07 10.98 5 19.6 4.5 49.7 0 0 49.7 104.95 5.98 48 0.53 193.38 192.9 197.18 195.72 202.24 200.77 0 52.66 257.95 6.56 48 3.22 192.9 188.45 195.05 191.33 200.77 203.5
CB 48 JB 47A 138 1.19 17.08 0.65 0.77 11.75 5 20 4.5 52.66 0 w„ ~r~rn r nA r± A A LC7 A n cc ~ ~~n zst F 11 dR 4 7A 1 RR d5 1 R5 1 A(1 F5 1 RA 203.5 185 JOB NO.
Q) JB 47A FES 47 105 1.19 1 ~.1~ U. b* u.r r U V I JJ.J LVV.vv v. -rv v.~v vv. 1 1 1 ¦
C O
C W SHEET NO.
C
O c G 2.7
-F~ U O
W N
N

i , ~ ~ ` ~
~ Prior to /nstallation, Contacf .1 r.l`H. ..n4 ` ti ~ ~ \ 1 ~ \
i Johnston County Utility Dept. i \ To =178 - ~ t A - ~ ~ , ' f ~ ~ f
I For Fie/d Locotion Of 12" Watermain. Bottom=176 ~ . 1
' i ' V
~ i i ~ti k, t a
r ~ ~ ~ ~ , FH t' ti
~ ! 1 ~ ~ ; ~ ~ ~ ~ ~ ~ +
I Pha ~ STA: 13t 73.09 STA: 10+49.03 f ~ as ~ , t ~ e ~ ~ ~ L..~._.-.._.._._.._...._~._.....~., a s ~ ~ ~
~ STA. 14+99.40 ~ t~ ~ ~ ~ E - ~ ~ ~ ~ OFF; 40.29 L
~ r ~ !nv In=159.00 ~ ~ ~ ~e ` 23+00
~ ~ ~ ;
5 ~ r1 ~ ~ i
1 - ~ I ~ ~ ~ Raw) ~~~w ZZ ~ - . _ o ~k CA 14p O~po ~4//~~jj ppoooooa p°oo
~ f ~ 5 6 P U b ~ ~ ~ ice ~s5 - = ~ o ~p O` a 7 I~
1 ~ OFF.• 4.03'L Fy ~ 1 ~ ; e- { t \ 1'y ~ ~ pQ ~ CSI O o iYY o Q ~ o
CB 171 ~ 'ti o SEAL ° 0 10
G/ ~ 70 - - STA:12+25.54 C I " S - OFF.• 4.022 _ ~Q ~~n CB 171A e + 3 .t ~ ~ ~ , ~ 2 ,.,'i ~ Iwo 0 ° 198210 ° o '0 0
I 20' BC to BC W ~ .W i ~ ~ CB 187 2 ~1, ~ - 187' - ~ ~ ~ppo 4Q J 00 p00
~ 1Of00 CB l74 ~ W ~_CB lW5 ~ QO 1 l f~ J ~ f L'~ W ~ \ r ~ ' ~ r` ti 1rf r t d' ' 1 528, 3p' 13. CB 194 ~ ~l, \ I ~3.7$ \ \ ~ - STA:21+71.08 = oF~G INe~ IQ~ ooooao°
~ ~ 1 f 00 RO.50 ti. ~ ,t / i J,~ ~ ~ ~ r W . ` CB 188 i ~ 3 ( OFF.• 45.96 R 1,0
I Rl 00 + 12+00 N \ e- ~ p , ~ ; ' = Inv Out= 170.19
~ wGras ~ S9'29~ 20.79'£ I? ~ ~ ~ ~ W 8 ~ ~ CB 189 , ~ ~ CB 183 ~ ~ -
~ 481.14' ~ i ~ 14+ ~ 00 , , / Mo ~CB186 k
~ 13f pp ~ 0 # ~ 7+ o T r.. ~ ~ ~ 1 -
~ CB 172 4 ( . CB 182 - o , i', 1 1 1~ i ~ Buffer Zone 1 one 1
N . : _ CB 185 , . , " ~ ~ ~ ~ i..
~ - _ ca ~ ~3 _ ~ CB 184 - ~ \r , Buffer Zone 2 one 2
STA: 12+25.54 - ~ _ CB 8 . ~ ~ ~
~ STA: f0+49.03 - ' i ~ j STA: 11 +00.96 " ~ OFF.• 5.97 R pFF.• 15.98 ~R STA: 12+25.62 ~ ~ ~ ` `CB 170 ~ ~ ~ , 1 - 4 l ~ . ' ~ ' - - - - - - Easement nt
OFF.• 3.02'L ,1 ~ t t1 ~l ' 1~ ~ . ,_l.._ ~ ~ , t~ r ~ 1 ..f t r ` ~ ~ 1 lain & Valve
f.~ ~ ~ 5 ~ F~ ~ ~ ti .R LEGEND w--?/---w- water Main & v ; ,
V ~ STA: 10+49.03 8 ~C ~ 1 ~ 1 1 1 11 • t X l 2"x12"x1 d" Cross ~ ,~FH Hydrant w/ Val 2)12" Gate Valves w/ Valve
~ OFF.• 15.97'R 6 i ~ - i~, 1~ n ~ \ ~ ~ ~ ~
{ 5 Si ~ t ~ ~ ~ \ ti~ - CB 180 ~ ~ ~ , 1)10" Gate Valve ~ ~K O Sanitary Sewer w ~ Sewer Manhole
~ ~ 1, ~ ~ it . ~ 2 XI ~ ~ , ~ , ~ . , ~ ~ ~ ~ t 0"x10"x6"x8" Cross . Q~
~ l ~ _ - ~ 1 a 1 ~ ' ~ - ~ 1 i~ ~ \ ~ n 2)10" Gate Valves Catch Basin or 1) 8" Gate Valve assn or Drop Inlet
I ~ a~ ~ ~ ~ , i } ~ I II 1 ~ ~ ~ :nd Section
a ti t ~ t, ~ ti f N !1 1) 6" Gate Vavle ~ Fiared End Sect
~ 3 . ~ X X~ ~ ~ ~ t \ 5 ~ ~ ~ ~ 1 ~ 0"x10"x8"x8" Cross Water Main Lab 1) 10" Gate Valves Water Main Leg 3) 8" Gate Valve J lain Label (See CU
. 1 1 "w..w , f ~ ~ a lain Legend) 0
I ~t ` i` 1 ti ~ t~ i 4 ~ em ora 'emporary 8" Blowoff 8~ ~ Road Curve Ta gate Vaive To Be Curve Table: A/ignments (Curve Table) irve Tag Number U)
~ ~ ~ ~ t STA:14+70.30 ~1, a ~ ~ , e a Table) CU
I Phase 7 ~ , ti ~ ~ ~ OFF. 51.28 R ~ ~ ~ CB 179 a oca e~ relocated Proceeding - - - - - - Fioodplain inn ~ W
~ !n v Out= 157.06 a ~ ~ onstrucl 1 ~ , ~ ;onstruction Of Future Curve Chord Bearin Chord Distance Delta Rodius Creek CU
eve o n ievelopment. # g C
5 " u " Plug For Future Use Cf S18' S9' 47.26'E 330.348 d = 19.0147 1000.000
6 X 0" x 10" x 8" Tee
n , ?)10" Gate Valves C2 SO' 22~ 14.82'~E 1414.560 d = 56.2660 1500.000
" 1 a 7 II " 1) 8" Gate Valve
X ~ X 11 ••x8"x8"Tee L
ai 3) 8" Gate Valve
~~n
L / V i i v
a,
. _...,......r. . r
~ r ~ t 1
205
i
/ _ Existing Ground ..i. REVISIONS
_ . _ _ _
200 _ i NO.
i
p~T _STA =__77 85.00 . ,Q..._....... ~ _
~,~i~-EtEV..__.....~ x:88_ _ ; . _ . . _ . ~ i . {
X4.0 . ...Q09 K = 30.0 0 ~ 4 i ,t.,..„.......,.......
X 95 2~0~ vc PV/ ELEV = 7 6.70 . = o i w co c~ cat
_ - - K_.__..39~3 4_ . s r t ; . i 1
_ _ _ . _ _ _ _ _ _ . _ _ _ _ .25,x' _ i!G _ i 'LLA,
J i t~ O .ti _ ,i zH~o
O ~ I ' 'y^, N
790 r,, t N N o
._........o.oo...___.__ _ - ~ o 00 O 1~ N.. _ cf)
~ap _ _ _ _ _ QO_ ~ PI/I STA - 15+00.00 _ ~ oo _ _ ~ _.........PUI ELEV -165.98 - _ _ _ _ _ _ . _ _ v _ _ _ _ _ _ _ . _ U ~ ~ - _r... a
_ . _ _ _ _ _ p.. _...A:D...__..31:-389_ i._ _ m U 0~ V ~ _ _ _ v_ ~ _ _ . ..r.. n.._
. _ . _ ~ .x._...0..048-__ _ _ . _ _ _ _ _ _ _ _ . W W 5 w
~ ~ \ 7 85 342 VC ~i _ ...1 1 . .1 0
~ u
r p~ QO _ _ . - ~o ~ ac _ _ _ . CB 187 O__"~ _ _ _ ~ ~ 3 Minimum
_ _ _ _op . r
+ ~ ' ._....v. ~.w,. .._.._....:.~..~:.~.~s...~..... _ , a~
QO 3 Minimum U W - _ _ co ~ 3 j Minimum a DR 250 0 5 2
_ ~ _ , _ _ _ _ ~ _ . _ j.. _ . oa_ ~a gas 0 S _ _ _ _ . CB 188 - _ _ _
_ _ _ _ ~._.....j__W $°~0 37.00'
_ _ _ ~ 1 Q8% _ _ . . _ . 115.47'
. . _ _ _ _ _ R 2~~ _ _ _ _ 62.85' _ _ _ - - ~ $ .59.00' _ _ l $ RCP _
~~'~S~ 18'RCP ~ CB 175 24 RCP _ ~ 3.429'
7 75 ~ ~ 5~~ _ _ 99..E ' _ _ _ _ _ T _ p 2.47 37.00 _ _ _ _ _ _ _ ~,R
P _ _ aA... v
o _ ._2.,3~, CB 189 _ . . _ _ _ _ _ __.124;.45'. _
~ _ _ _ _ . _ _ __t3p. ~C_ _ _ _ _ _ _ _
_ . , _ 11 ............v.. _ . 4 ~ _ . . • RC j
7 70 CB ~gy'3' Minimum ' CB 782 I
. . ~ 0.94 9 0.94 37.00' J
. ~ i 18'~RCP _ ~ _ _ _ _ _
. _ . _ . 37 00' 18"RCP _ 1 '
o _ _ _ - - . 0 SCR 250 x._1:089` .y..,. ~ t . _ 5
765
46.42' _ _ i . ~ . .r 5... i
_ _ _ 3 _ _ _ ~-9~ 29~" _ _ _ _ k THESE DOCUMENTS ARE INSTRUMENTS
N i J ' _ r _ _ _ _ i ~ . ~ . N...., OF SERVICE AND AS SUCH THESE DRAWINGS, DESIGNS, AND DESIGN
6 ~ 1 CONCEPTS PRESENTED REMAIN THE
760 i t PROPERTY OF THE ENGINEER. PUBLISH
54' RCP . _ _ _ _ _ . . t I i . . , . 4 OR DUPLICATE THE DRAWINGS OR DESIGNS ONLY WITH THE ENGINEER'S
a _ WRITTEN APPROVAL.
i _ ...i.
i ~ DATE : 5/25/07
755 i A
N U /5J DRAWN BY : RVM
C L
C W JOB NO.
C
O SHEET NO.
Q 10+00 71+00 12+00 13+00 14+00
W N 75+00 76+00 17+00 18+00 79+00 20+00 21+00 22+00 23+00 24+00 3.0
V
N