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~ I_~/~/ ~ SUBDIVISION LAYOUT 2, Revisions:
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.r.~ - PRGPOSED STREET R/W 0 A°~'N 1NROAT CATCH BASIN ~ ~ EDGE !X' PAVEMENT ® ,K/NCDON BOX ~ 3~ r /
_ - ® ELECTRICAL IRANSFGI4MER / ~ - - - EDGE G}~ ART/GRAVEL ROAD i ' / ~ ~ ~ ~ EROSION CONTROL 4
IN ~ EXlS11NG STORM DRAINAGE MANHOI£ ! SURVEYED PROPERTY L E RUB ~ - ` ~ ~
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/ " W EXISTING WATER UNE PRA°OS£0 SANITARY SEWER MANHOLE ~4 . ~ SEAL
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- - EXlSANG DRAINAGE ~ U11UTY EASEiIIENT ® MAILBOX ~ k - - - - - - - - PRA~OSED PERMANENT DRAINAGE ~ B R/W MARXER 1'r ~ , ~ ~ r I DETAIL SHEET 10 ~
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r N - i Y f ~ ~ ~ H . ; s ~ ~ ~ . ~ _ j _ _ _ 760 .4 Cut Ahove The Retit
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r , h rr r _:r •r ,r r r, ~ ;r r r r r r _ ;r r ,r i { ,
llate; S/ 151U1
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00
02-0110 File #
SHEET NO.5

J N to N ~
a f J ~ ~ ~ ~ • ,~,y ~ _ . _ ,,~~'J ~ , . d _ _
~ - ~ . o~- Ls p L~ ~~L "aS~ 4,6 (1p X U
,f. X65, 1 11 _ N~ 'ly ~ '3`1y VERSlO,' -q++ 021' OF 5 f 6~,4 aq2 $dy ~ TE RARY DI p~ ~ dD A o
o ,rl~ y0 r 1.1 ubs
o x P rr__ a~ SEDIMENT ~ d0 11 BAS ? ~ ~ 1 G L
a J a _ ~ ~ . r~< , . ,r, IMI 50`LX3DX30V~ 4b~. O
J . J . • V~ 1 24 WIDE WE M d
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d rJ, $ ~ .c 4)
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. ; x ~ TEMPO ` RARY DNE$SIOP N RY DNE$SI ~ o ~ z ~ N ~ C ,.C,
x 00 J ~ 0 ti o Q ~ a o~
S ~ HJ,~If1,Y A df 0 A. C~, Q
~ q ~ ~ ~ o
0, ~i J ti 0 J ~ . tip` CURVE #5 DATA p ~ T~ " ~ ~ <=7591'35 T ~~,Q~~~,N'^° a w Q
1 q~.. E R-230.00' ti 0 ~.~•C~' ~ ~ Wdo~or,,~~u QZ
~ s , 7 `f=178.71 ~ 7 ~ ~ f~ ~ ~ C? F CB #IS 'L 1 ~ r N ~ t~ ~ ~
r° SED SED ~,BAS1N #S A=303.85' ~ ~ F., ~
' ~ ~ ~ SSLX. x L~ r , _ S A 3 ~ U ~ 55 L X 3'D 3!f~1Y, C-282.3 0 # 16 ~ ~ ~ Q
. x r"~ 8 WIDE 8' WIDE WEIR ~ E=61.27' 1NV. OUT- 06.0 D+ S 23+83.61 R-17''- Q C7 ~p , RIM=7 J0 ~ W Q iTS = z w
00 IMiTS : CLBA iNG L • ,IM 1~ M 48..8 p = 703:36 „ ~p y W =24°54'4U 0 ~ 0 .6b ~ ' D ~A .-1N1.I 7 5
~ L i A V ? 3.1 ~o
• ~ `Y OUTLET PROTE 0~ s~ x IN . pUT 0. 6 M LIrT PROTEC~t~10 „ + / K ~1 i 9 Odt1M=711.10 ~ ~
- ~ - b I1'L X 12.5`W X 24"7 r ~ n ~i SASS 1 RIP-RAP X 12.5"W X 24 T ~ C~ ~b 0 n n SS 1 RIP-RAF ~ 1 i
~ ti I Op •p° .r: ~ ST . 70. 1 L-54.1 T 2~k
# L 4~' ~ 1~ 4 S ~DIMENT BAS 3 ~ ~ . 6 U 1~ TCB~14
5'L X 3D X 30'1'4' S~' . =701.2 22+00 a \ TA.- 23+83,67 R-3 L29'
~ 4' V4'IDE WEIR • ' . 0 Sx 70` CRF,~K'~BUFFER • ' 1 •e' - + rV'. U11T=703.50 N S 1'3511 E
~ 0 '1 kOp 32"'' ~ 51.06 RIM=~O'.0{) a
0 • ' OUTLET PROTECTION t CB#12 /
~ i . ~ 35'L X 39'W X 24"T = 4+32.33 L 1' - ~ „ n ~ STA. 2 +32.33 L T ,,,r,~
1N1.IN=?08.(14 ~ • • • #8 LASS 1 R1P- 708.04 ) ~ ~ q Y DIVERS[ N
- H } 79 -1 T ~ 1~5' INV. OUT=1 ~ ~ ST 1 11. L l~1 . f=7 s. ( TEMPOR, CURVE A II _ ,
INV. 7 82 G~ ~ ' R1M=72 NT BAS[N #2 ~ ~ 0~ ~ - ER & BARREL SEDIME ~ . 0 7 62~. ~ , tiP, • 0 o SEDIME BASINS? ~ p ~ a ~ ~10L?~3D~20
36" .R & 30"BARREL AS ~L VE ?#3 DATA • x0 R I3.2 9 x0 ~ R~30.00' ~ ~ ~ 4' W iDE R
150LX Y75W <-71°3R d9" er y T =52.25' W t~
EMERGEN ILLWAY = 3: I SI S, R=230.00' A=102.75 - a ~ ~W
• ~ . • Q STA =16+33.611.50, _ , ~ 48 WIDEBOTTO, , .72 DEEP ~ , T-165.99 ~ ~ ~,o c== lol,~o Z ,,o ~ a a
g~ INV. IN=101,OG A=28?;56' • ~ ~ A #11 M=5.71 ~ V1 W
. ' OQ ~ ~ ~ 0 '1°I0 • ' 1 STA.=11+16.53 L-17` C=269.2U' ' / A ~ cP O ST - . 8 R-1T . „ a+ a ~ ~ STA.-1 D:=24°54'40 a~ F
Q@ L llr'~',IN=7d;.(,I E=53.64' 0 Z (NV #4 G A ` ~ 4 0 , ~IV~ --,14.56 ~ ~ Q v -
' ~ t ~ (NV.OlJT=701.41 'v1=43.50' 10~ ~'1~ A. 15 R1.86 R 53.1 S~ . ouT=71o.9s ~ p ~0
IN=703.14 B #S / IM=711.41 D=24°S4'40'~,. ~ RIM I~IM=120.26 Z ~ { Y I AL N ~ U T
' X70 . 7 • ' HW #10 ~ 2 5 IN + p0 a 1 ~ z 3' ~ z 80,6 R _ 3,8 W W
LE g STA.=19+80,61 R-33,83' V, otrr=~o2 T ; a oT ~ ~ a+o mv. nv=116.0 OF 16.0
=713.83 ~ CFTI @?+~ a4' a ro B. W ~VSd z
. _ ON p n. I p a 8' SHWLDER 1' IS' 15' Z" ~ 8' ~IIIDER 5~'~ ~ ~ Q
c1~~ V" ~ a ' 1.5' I-2 Z ,,M
a ^ ' • • ' ~ GRAPHI SCALE ' ^ 7b CREEK BUFFER GB rt6 G ,ALE 1 4 PER Ff. SL I ~ W i W
' RSIOr.. .=17+16,53 R~7' ~~C ~ ~ ~ ~ ~ Y ~~,'E o ~JO 160 . ~ J. W
gAR INV. [J~f7 o / ~ 3EDD+IEENT BASIN #4 =''1 .41 « « « M ~ E"I t" per foot elope 6 ABC ~ ~ ~ hr
~ RIM ~ 1 p1yF.RSI ~ ~ 30'L X 3'D X 15'W TESIPORAR 4" V M,i~l ~ f z ~
0 1' IDE WEIR W FEET U
4 l ~ ' _ CLE i.
M h ~ ~ ~ ~ ~ N
U ~ fi , ' Qn h UO r _ , . t - • ~ . - ~ ~ ~ c r
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HIGH P01NT' E 75 .77 ~ ' ' +N , ~ i tn~ E 2~0.0o vc Q,, ~r ~ } _ ~ N ~
f•" I ~ ~ HIGH ~POINT~ S ~ 9~?-9$.2~ r ' 4 OAO C ' y s ! LOW P NT ELEV 70 09 Q M g p HIGH R01" T ELEV = 725.Q9 _ o
- ~ ~ 1 ~ ! ~ f PVI STA - ~1 +9.73 v; r ! + LOW POf T STA - 5+ .21 Q pp 4 - N m HIGH PbINfi 5TA 21+50#21 ~ N q
! ~ ' i ~ i L W POINT'S EL~V 11;74 -..va, n r~v,.,,...w r..e............:., .r_ i _we, ' ..y r......-S. _ ~ . re » . , w„ . ' o _ . , . ~ RYA.. s 730 o
m LOW OINT STA = 1 ~+1d.53 + r ~ + w. _ PVI ELEV - 6 5..09 r U ~
~ 5 A ~15+~ .~53 ~ ~ s . K=~6 0 ~ , I o o o ~ PVt E EV' = 729.09 ev ~ .o ty .D.=20.0 .ZO ~ , ~ x. ~ ~ ~ b
325:00' VC f f t } ~ Ir ~ w ~ ! K - 20.0 ~ .C II tii v KI = 0 ~ ~
~ ~ E A.Q.: '.1.4.00.; ~ , . s ~ t _ ~ f_ , N v ~ ~ ~p ~ ~ ~
K = 0.00 ~ s., ~ ~ ' +n ~ m o j 'TI Q oo ~ U I""
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q C r rl U ,I
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~ ~ m F+ ~ ~ _ v~ t
f I
'
' 73'Fr ......740 _ 0~ + _ 710 °
0 ~
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3 CAR ~~0 ~0 ~ ~eeeep~ % ~I~
4 OF ' . , , . T30 . 74s ~ _ k 1 705 ~~~Oee~FESSIE'~~~i~
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48 ~I N 1
a 1 . 74fo 700
. Draw. Bv: JHD
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~ !0~ ,'o ~!o o r" r 00 h c0 c~ ih 00 d' ob ~ ?U1 r (D r'') r' o 0 00 `-~0 ~ ~ ~ M o oo , h .t ~ M ,E~ oo ~ ~ v ~ ~ M h o ~o ~ o a M'~ . n ~ ~ oo,~, o,, oo,~ ~r . ~ o o u~;. ~ to N;~ ~ u~ ~ r ~ ~ ~ rn ~ o ~ rn v . ~ , co N ~t ~r , r` , r` or t,; n d r~; ri ~ ~ ,r; coi ~ o_o; ' rn r~ ~j ~ ~ ~ M cy Uj ,n
N ~ O, 'ct h `t; Q h 1n fA r; (D N O' 00 h a c0.~ OO;;N O N r`l ~ '~t,~ ~ N M N ~ Nj e'er ~ Qr~ Oi tf) 't7 t} ,~`00 M M;M M N ~ N ~ NtM Y r t\ O ~ O O o. r r r-; f ~ M hM r ~N h~ ~N h~ h'~ h~ h,~ h~ ~'`.r`- ~ r\ h~ h!` h~ r~ h h tD s 00 .O N r7 d' ~ ~t t!1 ~ N, `t CJ; N N N 07 N N N ~ ~ r:~ tom;'-' t~ I~ N i~ N I~ N f~;N t~ N I~~N r N ~;(V ~ fJ f'~<N ~ ~ I~ ~ I~ ~ I~ f~ r r, ~ I~ li ~ ~
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n,,, o. ~ i ~ c m~
"at%,. J/t.l/VL
12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 File
# 02 -0110
SHEET NO.6

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a ~^p X l~'}~' 'a `q v ~0 r~ ~ 00 d N { R25 N ~ N ~ ~
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'die ' . OU'j~~688.75 ~ i S'DATA ~ ~ ~ Q4,76 ~ n Q ~a
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R=230.00 z ~ o
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, CB 4 ~ +7 9 OF STA = 21+00 L-1 T ~1=303,85. ~ 25+50.21 R- `C' / IS'~ ' IN=7 .57 H ~ Q 0 ~ ~ E-~ ¢
Cr=282.23: STA . ~ R ~ ~ ~ ~ ~ ,.w IN=700.00 .0 ~ INV, 0704.3 , o M ~ ~ a, w Q
Efi1.27 _ v ~9 0 o ~ w .38' ~ .1N-688.37 v =11 .35 r N f oO w W "
M~48 _ ~ Ijy r. ~ o, O O T-688.17 'y ~ D=24°54'4 INV . OU v, l~T ~ ~ 0 h ~
= 76 C A ~ q M X a R1R4 704. : ({w #25 i ~ 2~.~ o c; / w r/ ' r.y V
68,13 - 8 00 CB X22 ; ~ 0. , ~ 6 ~ ' m STA. Y5+ 0~~ 1 1' ~ i, ,c NM " y r
IT(V.IIV~687.71 ~ STA. - 28 ~ 54.34 L I a ~ ~ s IS _ 9 r' ~ . s~ ~ V f , ET 43 , [NV. IN-720.20 r • O 1• l
; Ou 4~ 4 U .o , t~' OF UT=720.0 6' • ~ ~ ~ p ~ F-~
~ ~ PROTEC Is•. V. 0 . N I 24"T ~ Cp =725.09 15~ p FISH ~ ~ W ti 38`L X 42. ~C , p4 ~o o ~ 0 4 5
i CLASS " RIP-RAP ?'1 g~ l~ ~ 59 ,12 ~ 1 ~I . 4 n XQ ~ # 7 CURVE ~6 DAT,A
6F ~ C4 ~x~~ 1 f ~ ~ iU~~~ <=87°52' ~ _ R=230.00' `
• 'o T=221.63'
~ ~ SEDIMF?~TIiASIN 0 CB#19 ~ A=352.?5'
40`L X ~ STA. 29.45.4 C=319.18' 0
4 WIDE WEIR ~n S4g dg ~ INV. lN-?2".33 9,40' 0 t~ 8 X >x
:n ~C •S?' O ~ - x'.13 1 C a Ii~V. OUT-7~ M=64.38' ~ (7
EK B~ FEf~, ~ O ~1=732.42 D=24°54'40" Z
k v ~ h o z ,
l ~ v~ ~ ~rl ~ s ` ~ ~ ~ #26 a ti~~ ca W
.a" t j z a ~ T~.- 33+01.08 L-1 ~ S ~
z - ~1g ~ ~ ~ c~. ..,~IVV.OUT=740,69 ~ O RI1v~=245,69..,,.., r~ W
r CB 0 ~ _ ~9+-45.40 R-I STA.
wV. OUT -727.6? 0 H 0~ 0 ~ A
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t • ~ Q y ; •o, Z ~ , , 2 3 o ~ U ,~y, 1.~~ CB \ a
FDIMENTBASiN#ll ' ~ ~ 0 = +01.0811-1T o TA. 33 ~ W
n 45'LX3DX30 / +00 UQ ~ rV. [N=740.35 W Q _ 32 W A F"
--C~ , / ~ IDE 1V EIR "'~I =___r-1-- ~ o INV. OUT=40.15 ~ ~ uj ~
• ~ ' v'. ~ RIM- ~ 45.69 H ~ Q
J 1 O G V" ~ Q ~
C~ SCAB GRAPHI ~ << ~ ~ r~::~D ~W . ~ ~ ~ w ~
w o za ,o ~ i 30 G 'y ~ ~ . W ~
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h to ~ ' , _ 7 ~ o ~ _ ~ P~'I STA. ~ 29t54.s9 v~ ! ~ ~ `s Q 4 , of "M
LOW POCNT ELEV 05.09 ~ c m h } ! + ~ c . ~ l_. PVI ELEV 735,57 ~ w _ a . N ~
I,OW POINY aSTA_~, 25±50 2 y....._.___.:._.... _ . _ _ . a. _ + N Q w~ ~ ~ ! A.D. _ -6:98 o h o h ~U ~
PVI. STA = 2~i+50.21 ' i w Q. t + P II 5 Q! SO . N ~ U ~ x II E; cv ~c r a V(- X5.82 ~ N er Z ~ ~ ~.i ~ "fl
w PVI EL~V = :695.09 ~ > N z ~ m i ~ II © vi ~ ~Z v~ ~ ~~r~
. ~ - > w w ~ > '
Ufn t ~ ~ C(; ~ 2000 ~ ~a w M F ~ • ? U v, U ~ w O~ a
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d » 7 ~-zzz . o
v;-.~~ rn _ _ 7 5 A Cul :11x>cc The Retie
m _ - • r. . . . N:
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,~L ~ 92 + ~ LP - ~ ^,1, OF , t
4.34`QF I w b rF 15".RCP N t7
5' '14q ~ y V) U 'P ra, ~ > 1 S' ~tCP ~Q.,1.0°r~ ,
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1' o ° 1/4 PER FT. St.OPE ~ ~ ~ L : ~ •
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3 fit, 1" per fdot elope 6 ABC k I N. 77
R q~, ~h 4 ~ F ~ ~ ~C ,~1,. i ~1 G 4` VA Y R 2 LLE GUTrE ~ ~ ~a ~
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p(7 OCfl ~r• ~ffl ~Cn ~U? min ~ti? ~1`.- C~I~7 tD~~) 0 hi N~ N N~ ~ ACV ~N M~ ~N) ~M Nli,~ ~-1'7 h,- ho ~:p ~O ~,O ~O ~o ~o cep ~.<< r.Q ~O r~~ h~ r-~:.. hh r~ her, hh hh hh ~~r~ P h h r~h h:r h h h h h r h h h h r r r. ~ r` ~ r` r ~ r ~ ~ r r` ~ r f`,~, r` r`,r. r f.' ~ r r f' r~ r r r` ~ SCale: 1'" _ ~0
vale; Dr i D, v~
34+50 35+00 35+50 36+00 31+00 31+50 32+00 32+50 33+00 33+50 34+00
24+ 00 24+50 25+00 25+50 26 0 C. ~ `'6 + 50 2 7 -4~> - C 0 -~28+00 28 + _ ~ 29+00 29+50 30+00 30+50 31+00 + ~ rt ~3 `~0 File # 02-0110
SHEET N0. 77

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u ~ . Y rn ~S ~ ' ~ ~ , ~ , i-
t ~ 0 ~ n,, Q ~ r ~ ~o C ti ti k `z ' Ri TECTiON . OUTLET P ) QO x s O.
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W qp 0 ~ • ~ ~ CB #28 ~ m w > , N ~ z Z~ STA.= 0+4b L-19"" ~ Q
~ ~ ~ T, CB #21 '1` T CB X36 1 ~ ti ~ `0 ~ ~ STA °0751.11 L-13 S = 6~ 32.4'' L-14.12' c ~ 0 ~ o, ~ ~ E-, 12 3A INV. IN 8.02
0 , 1NV. IN=?26.20 ~ ] .OUT=719,0 q' - ~ o H r~ C4 t . - ~ r,/~ ~ R o w OS INV. -7 O Q
0 ' ° 1N1'.OUT=726.0 ~ 1r1M='24,0 ~ R 25 q' - o ~ 1~ -742 ~ C7
=31.09 ~5 h ~ . . ~'o ~ ~ Q A.~ w r ~O n ~G p J ° O , - ?h oc b t~1 W
a q ~9 k 5~ `~o"'NNa~~°` oo ~ 4 a ~ ~ ~ ~V h r ~ ' h tl~
y, ~0 ~ GL' . M cG b 7 ~ r7 ~ 1 ~ P~ ii rV V3 1 0~ ~ ~ , , M ~ - ~ ~ 0 R50 ROCK DAM z
` A /S,, ~ d I ' q b ~ ~ ~ 0 ~ a 100 V~ ~ 0 31'13 02 E ~ SEDIMENT BASIN rrhh
X0.1 ' x R35 •Oo ~ r^ 9b 0 ~1 / , ' ~ ~ U 60`L X 4 )J ~ 45'w H
,513 ~ CB X20 ~ R35' 14' 1~JI17E WEIR x
A• z 7 STA.= 0+51. 7 R- Sp. 6p , . 7 3 F !S„
u a ~ iNV, IN=726. ~ OUTLET PROTEC'.TION
XO ti ~ ti ~ INV. Ot.T 7..6 19 L X 2l'V~ X p a i CB ~3 R35 S .=1+02.23 R~35.93'
0 a ; ~ RI114=?31.09 CLASS BRIP-RAP ~x O ti ru O CB X29 1NV, iN-?33.3?
N to ~ ~ ' vw• ~ 4 ~ - ..r =1 STA.-~ 0+46 R-13 N INV, OUT . 33.1't
o W~ 5 2 R 35, R3O ~ H 3_ `'o CB X34 ~ lNV,1N - r 3?..56 RfM='38.12
2~ x x STA•= 3+34:201.-61. •Q v 9~ D~ _ ~ r STA.= 3*55 I- , + INV.OIIT="'37.36 N 0
I ~ Imo'. IN-"03.5 0 INV.1N~704." ~ 0 ~ RIbI , ~32._ ~ V"
~ 1NV. OU .58 \ Q A, -"11.81 >S ~
o A ~
04 ~k a
~ w ~ a
3+ ~ 0 Op w ~ X i ~ ~ ~ ~
o X ^ Vj ~ W aav,
O 6~ , F sa z
A _ ~ CB #33 n z ~0 z
, b „i t3UTl.ET PROTECTIO ~ Q Z Q ~ HV~ 3l H'LX9.3wY18"T n ~ V
TA ST ' CURti'E ~7 DA iN_ J 05.54 ~ X ~ STA.=1+09.83 R-158.58' „ ~ ~ `CLASS B R[P-RAP Z W .
'~`o~pp '=74°20"51" r = 5.34 ~ INti'. TN=25.0 W
ft 150. ~M=71 .89 0 . = H1 T=113.75' STA: 3+5190 R-44 W A H a ~ Q
A=194.64' ~ t',v`V.IN="06,21 z o
C=181.21' G IC SCALE ~ V~ ~
E=38.25' z WP z
M-30.48' +c o m eo w w Q
I1=~38°11'50" a ti ~ ,0~2I ~ ~ ~
~M~ ~
(IN FEET) / ~ h t~
1 " • ~ 1 inch = 40 ft. 1'~12I a , ~ a ~ ~a ~ ~
. ~ ' U ~ N ~ o ~ C
C~! .i- .r- .r (N N f' s - ~ y,„ a z h- 4~
~ I HIGH: POINT ELEV _ 731.57 f N t ~t fi ~ a''d'N ~
© OM a
d H POINT S R= 0+72.85 r~ ~ o + _ ~ • _ ~T T o 000 ~ C~
, I .STA ~ 1+Q7.$5 1 ~.N..._, _ N N b
~ cv 11 o PVI LEV ~ 734,57 e t,? ~ r 1 E r C 2s' a tD a, r 0~
y ~ ~ ~ A.D. '•^17.00 ~ EO POINT EL V = 71~.1~ " 150; 00 VC uF__ Q K .00 L POINT S A 3+55 q F. N ' tt 3" 9' SHOULDER 1Z' 12' 2" 8~ SHOULDER 3" O~ ~ Z 0 ~
t ~ ~ ~
~ ~ HI H POINT ELEV 725.47 PVI -STA ; 3+50 ~ ~ , 1.5" Ir2 ` p 1/1 PER FT. SLOI~E Q
~ ~ ~ HIG~i POINT STA S±82.86 ~ ' VI ELEV . 705.52 co E _ . - O W ~~aII
N A.D, 3.00 , PVI 5'TA 5+5.03 0 , - + r;t. / , Z rC~ , . , _ ~ _ , _ _ ~ kC a op
Q ~ f/1
A.D. - -16.5 , ~ ~ I w ~4" WALLEY 6U7TER ~ G M A Qo o r O ~ . " F o~II~ a
3. V - Q w ~ ~ 200!0 C. K-9.35; ~ ~ mil ~ i~ ~ N ~ 0 H
> a ~ > w ~ W i ~M~~ V -r ' n
o N N a0 ~Qr s. I'~-th~~ m
M O ~ ~ ~I Fx
~ . y r ~ M N II Q, il. ir~Q
~r~~oc ~ ~ t%1 ~ ~ ~
40 ti' U w ~ ~ ~ ~
00~
~ ~C; 7 0 09 w w ~ ~ ~ ,
e ~
. ¢~s; _ ACut:\bnveTheRest
O ~ j~ w
ri N 1f~' '.s RSA ~
+ E" w~ ~ r~'+ 7 .O p ~ T i~ ~o o Revlslons: ly
r
+ r .r-, ~ 60 .
U ~ a u ~ 0 C,~ ; ~ ~M it~.•~ '~i' r c _ ~j ~3' ~ O~°„ Up
_ _ ' _ _ . ~ _ _Z.: ~ 6 n
v,r,~ v~:..,r. , m, 11 2 ~ ~ r ~ 6°~ ~ ~ h e p S~. \ ~ F ~ `o
U r iil
H ~a'~r~ ~ II j 0: w
U) CJ M I) Q r # {I ~ d LtJ J z w ,~~t/lll~~y
F- + Q ~ 0. ~~N~~~~ ` - ~I .
W - .
~I I wp ~ ~ ~ ~ ~ ~ ~ SEAL s
t- ~ Z ~ ~ 23530 J ~ ~ ~
- + J O ..1 j ti F • U ~I v~y ~ ~ ~i
U I~, , •
~OF~ o n y ~
4,d c
R ~
O 00 ~ Nl ~ ~ ~ h; ~ O O O cD O N N tD r~ N r~ r` M N I''? , h M O a0 O d Drawn : JHD Q Y
.d .u7 .N N .;cD .U7 .tO ~M N,~ ~u7 `t •K1 fir- r.~ ~cO ~ ~tD ~Oa ~ rn N u~''` ao ~ Cheiked $v: KBF .ao
~ to ~ p Mid ~ r- ~ Q ~'~00 ~ <D N M) N N r~ ~ Uj ~.Mj Q (~j O N ~j (~j mo't'') N tf ~ t0 O N.- to t,~ N cO ~ ~ r. N r ~ I`,r r ~ r`r. ~ ~,r` C• N h r~ h ~ r° ~ r,.N N N N N N N r. r, s~ r r, r~ r, r. ~ r~ rr~r~ r, r ~ r` r• r` r` ~ ~ ~ ~
r, r r` r` Scale: 1' = 40'
Date: 5/15/02
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4~ 50 5+00 5+50 o+oo o+so 1+00
File # 02-0110
SHEET NO. 8

_ %t''
Pi a Qut/et to Flat A s° wASHEO P r~
r/~r' a~~a[' ~t'sw ' sT~tE No Well-detlned Qhann
~~s ~c
1 A 4 y `
NT
~ L. ris~•r A r- A h~
1. Obtakr plow a,~+provd acrd r,~'o0arq permit form the N.G, Dept of Envdronment and •••r 't:''~'. 4 , to o to _ - p"'"f h M~1
Nafurd Re~urce~ Land A~dlly.SeCtion. • • , 5 1 .r~ ado
Z. Ffdd a pro-consftuetkxr conlbrertce of least are week prior to startkrq covrstructian ' , w o W ~ ~
N. , t. of £nvlronmenf and Naturo/ Resources, Lan4 Oudi! Sxtlon of the dote .'s•: ' ~ ' 1''•' and notffy die C y whin constroctdan kr. : • • ; how s ~ caw td
H ~ w ~
A`ading contractor' to begin construction. instil/ sediment bosdns, seed, muldr, and fL0 ~,',;T 'cawTaoL tack the basin area, fnstail ag r~e~essary arTt fence, tnstd! the gro?kd eonalrvctian entrance, and . • • y;+ ' Note: . STP'~ W c
b in dearA'r the carstrvctkrrr a'eo. . ~••,~a sediment cantrcY gone sham ~ o~
be No. 3 a No, 57. ~ y ! t Nr the 8farm drain 8 tan. Mstdl 'r,• ~ ` :1: { r t.• ; ~r••• lttie Mesh she!! be hordwaro ~ 4. Rough grade the construction ared and begn urs d/ g ; , . _ ~ ~Q f7
0 e d Udell far ' is ~ • ~ • ~ : ~ " :4 fI • ' } • Uoth 1J gouge min. and shGl ~ J ouGet and .inlet protection as storm Oroaroge is bebrg installed /f an aroo a t b en j•'.~; " s`. y'"•'~ '•.y t;; v have T/4 mesh opening. ~ .r ~ zU 0 ~i
30 da or more, without krg berkrg done on that aroa, then seed, mulch, and fade should be •..,i. ~ w ~ 8offom o! wire mesh shall `"s provided to ensure erosion will be kept fo o minimum, ~ " ~ be o mb of r' Derow mound ~a
Steel post shall be 5' m helgbt, be instilled r.5' deep • 2-3" COURSE AGt,REGATE ~
5 As an ores is brought fo famish grade, and the stone base a placed for the road, then ,y+• ~ into., and br o/ the silt-lostmer Lo ¢
seed, mulch, and tack shoW4 be provided for aN denuded aeos. ~sH angle steel type. SPAC!!K'i Wood post shop A• E' in C7 0 H
6. Leave dl erosion confrd devices in place until bgetotion has been estoblJshed ~ height, be InsroNed ro r 5' ~ N H~
fhcien / to withstand erosion and unto" stone base is aced for the attests. ` smrME'NT into., and be z x4" min. ,n s;ze SY! t r~ AaVIRAt P st s acre shall TE y STQYF ° P 9 be a max. 01 4' TIN ~ V L N RU E P Y Q TE W~
how r fZOw fCOw y- T E D
~tow j - - r I hi i_
~li?_i i 1yT~ I ~ I-I I ICI
r--~• 5FA'MENT I I ICI I I~ I~I~I i I_ I I1, ~1 _ ~ ~ -i V~ 1. Lv s the Iength of the np-rap apron. =1 ~ I-I ~ I=) ~ ~I ~
~ ST,~ III-1 I I-I I ~
=?_5 im s thr maximum stone d t e
1. All erosion and sedimart contrd practices will be checked for stability and operation ~AAfli A_A 6• / lowin ever run N- roducin rainfall but in no ease less than once ever week. An needed Y y a diameter but net less than 6° Filter
9 y o A 9 rgaoirs will be made immediately to maintakr dJ practices os designed. Nbrere eonslrucfion _ F Pi a outlet to Well-defined Fabric In a we./ de,rned channel extend the apron up the channe! banks to e/evot bn or Channel
TI T PR N D TA L causes major grade charges owrr o period of tlme, d/vrtrslon drtches wdl be located and 6° above the maxrmum toitwafer depth oT
maintained daily os necessary during the grading phase. to the top of the hank, whi!h ever rs 1ess.
A11 seeded areas will be fertilized, reseeded as necessary, and mulched according to the 9. A filter blanket of h7ter fabric should be
instructress fn the wading specifications fo maintain a vigorous, dense vegetative cover. installed between the r/p-rvp and soil /oundation
3. Outlet protection viii be installed when slam drain systan is instilled. F,lfer fabric w>I!
be placed under the entire stone section and veil! be repaired or rep/aced if damaged during any phase of construction. V
V U U
4. Sediment will be ranowsd from fha bosh when it reaches 1.0 foot blow the _ evnergancy spillway /e~'. The filter stone is fo be cleaned or replaced what the sediment pool sTEP r ~tiFP 2 - w
no longer drains properly, Diversions will be placed to d/rect as much surface wafer into the i r~ W
basin a8 rDOSSIble. ORItE SIEfL POSTS 18" JNIO GROUND ~~TA~H ~ F ~ C£ TO POSI~NC£ o° ANP EXCAVATE A 6' X 6" TRENCH UPMLL if D f B Clv OF 1Hf ~ a
ALONG IH£ LINE CY POSTS NtlQD POST'S rNTO THE EXCAVATED TRENCH 5. Grave! construction entrances wAl be cleaned or replaced when they no longer worker 4` !N DIAME1fR MAY 8E USED. ~ 0 ~ a w
PFAo~y _ Exr'sting ~ ~p„ar~ ,,,,yy H
i enf fence and bom around the inlel Ground Des;g~ 6. Sediment viii be removed from behind the sedm g Design ~ , / "V d 1 skies F-+
rotectfon when it becomes about 0.5 ft, deep of the fence. >he sediment fence will be Settle p Settled T max / Z .I•~, ~ ~ MCI Q
repaired as necessary to maintain a barrier MAX l0' + ~ ~ length i .
8£TwffN Posts • ; ' f , r • ! ~
a a ? Y • i . i i r • ' • ~ ~ , r ,max w p ~
i W ? a i i
_ Filter . . • , . . . • ~ aDrrC Filter .!q • ~ • r ^ ' Naturot ' Mai Fabric ; ~ 0 .r•,• . ~ Ground ~ ~
r a i+• Y W + • , L Y 3 A
e. T i 4 ? ~ . . J B Lo ~ w w ~
rS~.idTr~ w ~
SlfP 3 STEP 4 .Q~.~ ~ BACKF/Lt 1Hf 1RfNCH AND COMPACT ~cAnr vt~w a ~ ~
ATTACH 1Hf r]L lfR FABRIC TO 1Hf NfR£ THE SOIL F/R4rL Y TO ANCHUR 7Hf
1. a %CU/tUfal Ilme at the rate Of Z tans acre. FfNC£ ANL' fX]END THE' BOTrgll ~ 7HE BOrlOM OF TFIf Sl(f FENCE SO 1H,4T Apply 9r / FABRIC 6' wTD THE TRENCV, RUNOFF /S FcNt(XD TO GO THRDUCri rHE fFNCf AND CANNOT GO UNDER !T Class B rosion Control
2. Apply f0-f0-l0 commercid /ertilfter at the rota of 900 Ibs/acre. Stone r.+
_ _ a _ • _ ~ N
J. Seed in occordonce with fha fd/owing sdredule and application rates. ,t d__ _1_.. o
` Qd j~ ~ PLA(YTIAtG RATF ± -1 I I~ I f-f 11 I ~I I I-l I ~ ~eov curr~ac ~ I I i~l 11= I~~I I I - I I =1 11=l I
Au . 15-Nov. 1 Td/ fescue......,...,,,....,,,......300 !bs/ac, 180+ 9 Nov. 1-Mar. 1~! .......................Td/ Fescue dt.,..................,.3A'1 !bs/ac N Sediment , Sediment Storpge Area 1 ~'S ~ I I~ (I- I ~=1 I - - I 1=1 I ~ ~ N 4~
, Abruzzi Rye .........................25 !bs/ac. , ~ _ ~ i - - ~ - Ntashed ~ _l ~Ti~l 11=(I I=1 ~ ~ O~ C A stone -III-III,-III Filter
Mar. 1- 15 .........................Till Fescue.............,........,,.300 !bs/oc, w . . 0°Q ' Section B-B oo Ga ~ Fabric N ~
Ap g . . , r. 15-~Ad. 30.,.......HuHed common Bermuda rass........30 Ibsloc. ~ ~ ~ , Jul. 15-Aug. 15 Till Fescue &......................300 /bs/oc. a p N
? . i Y i -'IJ Brown f~ Mrilef A4............J5 !bs/oc. ` rrav z z liter - T PR TAIL ~ ~ sEC TLE E I RI P Fobrrc _ . ~y ' ~ d
Sorghum Sudan H}brlds......,JO !bs/ac. ~ ~ - ' zoo
* Neorily matched during the January -March period. NOTE: BOTT0,11 CF nLTER FABRIC MUST BF RO rb IN DETAIL DIMENT B E K DAM ROC ~
HElCHT ~`STffL POSTS PLACED IN TRENCH AND SECURED BY 4. Mulch wJth straw applied at the rote of 2 tons/acre. MAX- fnrrER BACXFnLINC wTnr sarL
3, WIRE fENC£ (HOG N7RE) MA ]fR1AL AND rAMPING OR BY PLAL7NC wa a ~ z ,o
~t~ tl~./~ ~ ~t~ ~ f0 ~ ~ F7(IfR fABRlC ABOVE~CRWND LEbfL H£rGWT OF 6` MlN: A Oo
1. Apply aqr%CU/fUrd lime Of the rate Of 2 fairs/acre. 2' BOTrQUF7(lE~FABRtC BURIED a . x A „
S" IN f.YCAVATfD TRENCH 2. Apply f0-10-ID commercial fertilizer of the rote o1900Ibs/ac. Q a
-S1FE1 POST DRIVEN 19" rNrO GROUND 0 ~r
3 Seed In occordorrce with the fd/owing schedule and applkotfon rotes. - ILT F N EDETAIL E C
Qgj~ ~ PLANTING RAIF W
Mor. „hna1 ................................Sericea Lespedeza...............,50 Ibs/ac.
Mar. Apr ...................................ADD Tdl Fescue OR......,......,50 !bs/ac Mor. ,Arne .................................ADD Waving Lovegross........5 Ibsloc.
one Serpt. 1 Till Fescue AND,,,...,,....,.,......ti0 lbs/ac, ~ ~
Brown tqo Millet A4............35 !bs/oc.
SoryVrum Sudan N}brids.,.....30 !bs/ac. ~ '
. M r, 1 ............................SerJceo L edezo,.....,...........70 Ibs ac. ~ 1 m;n. Sept o ~p / Exlstin (unhatled-unscorified) Uesr n i ~
~roun 9 2: ~ sides Till Fescue OR ......................150 !bs/ac. ,Settled To max Z i
Millet Gl? Sudan .....................201bs/ac. ~ . '*TfMPORARY - RESEED Septem ' i of the recommended rates A Cut Above The Rest
~ Weir a, ~ 1 .;E'~ CMP RISER Wi 1H
r ' h hat , ~ Length ' t f tons acre and ancho wrf o t ' • \ ~ . ~ . ~ , 4. Much with 3 rn. straw gop/red at the ra e o 2 / sp :.,K + ~ ~ ; ~ N Y 8' min 4-4.57 HALES EvE L
emulsion lode coat applied at the rate of 800 gallons/acre, + . , ---r--~---------~ ' 95q SPACED 4.5' FRAM TOP WITH ReV1S1~0215: TRASH RACK AND
~ ~ • Cam acted ICJ ~ 6E'D AF~F'ARAl1dV INDIES' , . P 5' ma,x. a f1/l OP OF DA ~ AN 11- upR rEX P1_ A 7E _ ~ o ~ HIcH wA rER
l s' =~y • r . 1. Surface water contrd measures fo be installed occarding to plan. \ ' ~ ~ 0.71' PI LWAV CRfST
~ , f ilter . ~ 1 sides N°t`" ~ t26~ ~ ~
2 Areas to be seeded shill be ripped and sroreod with available topsoil 3 inches deep, Fpbrr~: (rOGr1 d STOR W' 41 ~ i 'N
Tote/ seed bed r aced d fh shill be 4 inches to 6 Inches de max ' pep ep ep _ - ~ 7 91~ ~ ~ EARTH DAM (~CITtET PROTECTION
1 r from the surface so that 3' min 3. Loose rocks, roots, and other obsfructrons shot be emovtsd BAiIN SlZf = 200' LONG X 4.5' SEDIM NT ZEI~L ~ _ CLEAN FILL WITH 225' WIDE X 20' LONG DEEP 100 W1DE •N ~ 5. T5' ~ _ ~ Ot;~ COMPACTION X I " THI K A .
they will not interfere with estobllshment and maintenance at vegetation, ~ ~ B C CL SS 4 ' 6ARRfL, 38 RISER 2 43, ~ ~ 'E'' RIP-RAP
4. !1 NO soil test is taken, fertilizer and lime to be provided according fo the seedr'ng PLAN VIEW EMfRr;ENCY SPILLWAY = 3: 1 SIDES, c r /1//IIfII~
specifications abo?re. In addition, provide 650 lbs/oc. of super phosphate. 1 W1D~ BOT.OM, OT1 DEfP I ____._v_l___ 45' OF 3~" CMP i ~ - ,fit CARO,~~~ FLACE ,~5 - t i••~•• ~ i ~I
5. N a soil test I's taJren, provide lime and fertilizer according to the sod test report and WASHED STONE 4 3.4" ~~O~d•FESSlO~i2~i
submit orf fo the 6esi n en inset. _ %i0ss r9 ~ 9 g 5 min rvsion Lonfrvl AROUND RISER DIAMETER DRAW' USE ONE ~ Q~ ~9 i
i nil mixed with the soil duain seed bed .Sf0T72 6. Lima and fertilizer stroll be applred un farmly a g 2' THICK (>OWN HOLES ANT!-SEEP FILTER FABRIC i ~ ~ ~ • ~ _ „ , ~ ~ • SEAL ~ t hEr4~ ~ SPACED COLLAR CM ~
preparation. CONCRETE ~ Z 23530 ~ 60L T ON TYPE ~ • • ANIT-FLOTATION ¢
t A@q'AW CRIER fq4 SiA1°~T? ~ Ahq 011~7P QRAAED AREAS ` / , tS" THICK 5 X ~j 0 • I~~~ p
Wer'r Deplh ~ / 5' ~ y ;
The angle for graded slopes and fills shall be no greater than the angle which con be +r_ retained be v~sgetatlvn cover of other adequate erosion control devices or structures. Also ~C------ : ~Z B IN DETAIL DIM NT A EL TYPE E N BARR I ERA D R
18UC. ~u/t/ors ~ whenever a land-disturbing octlv/ty Is undertokar on o tract canpr/sing morn thou one acre, 8' max.
o fAclent to restrain erosion must be ~ Sea`r.mP,r: t StOra' e Aria 1~ J1 ff more than one acre rs uncovered, a ground c vet' sv yr planted or otherwise provided within thirty (30) wafting dogs on that portion of the tract upon ~ Was,hed
which further active construction is not being undsrtaken, provided that this section shall not Stone i Dra B : JHD Y
apply to cleared land forming the basin of the reservoir to be inundated. ~ Checked Bv: KBF
Seedin should ba done fn accordance with the ecs for that season of the ar ~ ' 9 ~ ~ .N ~
~ _ Scale. 0
Additiard erosion contra! measures main be required depending on the actual field SECTION Z-Z _ilter f T I f r /A /1
conditions. the following schedule and opplic&ion rote. Fabric X he+'gnt vale: i D vl-
SEDIMENT DETAIL BASIN
F11C # 02-011
SHEET NO.9

•r ~ I A
I -I I ~ ITT[ GP Ny~ N NW
.II Ilk - 1 JZ Z Z Y JY T/~
CARE1ltLY CDIiKtED 11(90'0.1 L~ I STAIOIIRD iR[CT01 BE116ITY I u i' ~w yJ11 <I JAI' V1 ~ 4 t 8' tTS a u+ Zsi ~ 3~ rn r- A B C D E F G H I J K L
A 23 yr ~~'p ~ E~ivph. ~p~ 15' 2 1/4' 8' 6' 4`-10' 9'-4' 3'-T 4'-2' t'-0' 1'-b' 3'-8' 6' S'-8' 2'-T 1'-0' S'-2' ~ ~
_ -irxe•zlb' • • I k - c' 16' 2 1/2' 8' 6' S-5' 10'-5' 3'-11' 4'-il' 1'-0' 1'-6' 4'-5' b' ti'-3' 2'-11' 1'-0' S'-6' H
I I ~ Ct7NC. BLOCK t D1A. PIPE rr x a x u• cocaTC Kacx M..,~ 24' 3' 9' 6' 6'-4' 12'-4' 4'-6' 6'-3' P-0` 1'-6' S'-9' b` T-5' 3'-6' 1'-0' 6'-1'
- I ~ tx>r~ maRDa1R 1wtEwwl v~ cwnER ( J ~ d L ~ r-I ~ 9a 30' 31/2' 8' 6' T-3' 14'-3' S'-1' T-7` 1'-0' 1'-6' T-i' 6' 8'-T 4`-1' 1'-0' 6'-a' ~ Q ~ 3' ~ rrT'll
1 L ~ y C ~ I ~ 36' 4' 8' 6' T-5' 15'-1' S'-a' T-10' t'-6' 2'-0' T-4' 6' 9'-4' 4'-8' 1'-6' T-3' W 1~; v.v.ICa - ~ r•~•I ~ I 42' 4 112' 8 b' 8'-4' 1T-0' 6'-3' 9'-2' 1'-6' 2'-0' a'-8' b' l0'-6' S' 3' 1'-6' T-10'
1!i D MIN. ~ ~ v L ~ ~ _ - 49' S' 8' b' 9'-4' t8'-Il' 6'-10' 10'-6' 1'-6' 2'-0' 10'-0' 6' 11'-T 5'-10' i'-6' 9'-5' r•i W
- - _-II S4' S 1/2` 8' 6' !0'-1' 19'-9' T-s' 10'-9' P-6' 2'-0' 10'-3' B' 11'-!0' b'-5' 2'-0 9'-0' ri•~i W wrc rut vti;.v tats rl ~
I ~ ~ ~ ~ ~ ~ VEEP HOLES USED PITH 15'-42' PIPE 4 riot I~ Ise' VILL BE PLACED 6' INSIDE VING1 llSE Die ~ tY ~ 18' PIPE roxDAt 60' 6' 12' 6' 10'-iD' 22'-5' B'-0' 12'-1' 2'-0' 2'-6' 11'-7' B' 14'-0' 7'-0' 2'-0' !0'-4' ~ ~ V'r ~ uie W^ ~ p
CLASS B 66'-96' WILL ~ PLACED 8' INSIDE PING Cpp11C1ED CitAN.l/IP IEOODIG a Dt 66' 6 1/2' 12' 8' A'-9' 24'-4' 8'-T 13'-5' 2'-0' Z'-6` l2'-11' 8' 15'-2' T-T P'-0' 10'-11' w Q GO 72' T 12' 8' 12'-5' 23'-i' 9'-2' 13'-T '-0' 2'-6' 13'-1' 8' 15'-3' 6'-2' 2'-6' 11'-6' 1 ~ C~
u91D rlcTOt 1s FRDNT ELEV. ~ 1-vr a ~ FADIT t99a _ ~ 0 TYPICAL SECTIQN A A 78' 71/2' t2' 8' 13'-4' 27`-0' 9'-9. 14'-11' 2'-0' 2'-6' 14'-s' 8' l6'-5' B'-9' 2'-6' 12'-1' Z V
_ ~,c 84' 12' 8' - ' -4' - - ?r'I 8' 13'-11' 27' 9 l0' 15'-i' 2' 0' 2'-6' 14'-7' 8' 16'-7' 9' 4' 3'-0' 12'-8' ~ Z
6' MpL I I ~ r D 90' B 1/2' 12' 8' 11'-10' 29'-9' 10'-ll' 16'-6' 2'-0' 2'-6' 16'-0' 8' 1T-10. 9'-IY 3'-0' 13'-3' Q w t 9' 12' 10' 15'-10' 3d-6' 11'-6' 16'-8' 2'-0' 2`-6' tT-li' ' 3'-6' 13'-l0' ~ ~
curxnED eAavD.~ • I 7SX STMOMtD P~TDR DMpTY 16'-8' 12' !0 6 n/ t~ A L02' 9 1/2' ti' 10' 16'-11' -10' 12'-1' 18'-0' 2'-0' 2'-6' 1T-6' lE' 19'-4' Il'-i' 3'-6' 14'-10' I~i+i! Q z
4 ~ TOP ELEV, V' t08' 10' U' 10' 17 '6' 33'-8' 12'-8' le'-3' 2'-0' 2'-6' 1T-9' 12' 19'-T 11'-8' 4'-0' 15'-5'
I iz x e x tb' cap, BLOC I NCITE~ SEE FILE NO, 71C-18 & 19 NDTE~ FILL EVERY CAVITY COMPLETELY t14' 10 1/2' 16' 10' 38'-5' '-10' 13'-3' 19'-T 2'-0' 2'-6' 19'-1' l2' 21'-0' 12'-3' 4'-0' 16'-3' H & 19 ~ ~
NDTE~SEE FILE NO. 71C-18 & l9 ~ FOR DIMENSIONS ;II II WITH 3000 PSI CONCRETE. 120' it' 16' 10' 19'-5' T-10' 13'-10' 20'-II' 2'-0' 2'-6" 20'-0' 62' 22'-2' 12'-10' 4'-0' l6'-I1' ~ Q T ELEV. Q C7
11=11 II ~ II_i II FOR DIMENSIONS SEE 71C-10 FDR FRONT ELEV, SEE 71C-i! FOR TOP ELEV. CONCRETE SHALL NOT FALL Q W
~ D NDrE+ 1 CONE) CUBIC FOOT MINIMUM DF q57 STONE [S REQUIRED BEHIND EACH WE 4INIMUM DF q57 WASHED MORE THAN THE HEIGHT DF 5 Gp LAYERS DF BLOCK. IEHIND EACH WEEP HOLE,
CLASS C NOTE 1 (ONE) CUBIC FOOT OF 1157 WASHED 1 l M
sIwED STONE IS REQUIRED BEHIND EACH r~cTDR Is WEEP HOLE. M~
SIDE ELEV.
V1 SIN tE P~ HEADWALL QF QF
TAIL P PE BEDDIN DE I
HEADWALL DETAIL DOUBLE-PIPE ~ BACK FACE FRONT FACE
V~ V WALL REINFORCEMENT SLAB >tif eta tw ~ u w u REINFORCEMENT rKt or vW.s~ A ~
a to BOR. VERT. B C L U
13' 113 ! 12' O.C. t3 8 12' OG. vim Lb( 8'-6' 13'•0' 7'-3' 8'-9' 224 t8' t.% 9'-4' 14'-4' 7'-!A' 9'-5' 2.70
24' 2,67 y-!p' 16'-10' 9'-0' 10'-T 3b4
30' 3A9 12'-1. 19'-4. 9'-2' U'-9' 4.72
421 3'-i' 20'-9' 11'-1' 12'-ll' 5.75 42' 4.90 4'-7' 23'-3' 12'-6' 14'-1' 7.03
1 48' 6.33 lb'- 23'-9' 13'-9` 15'-3' 8.52
54' N ! 12' O:C. 723 T ~ 2T-2' l4'-1D' 16'-5' 9.74 ',q
b0' 11,25 18'-!0' 30'-5' 16'-0' 18'-4' 14.14
66' A4 ! 12' O.C. 14.67 20'-1' -11' 1T-2' 19'-6' 19,M W 72' 15,75 21'-7` 34'-3' 18'-4' 20'-8' 20.96 a
79' 18.04 '-1' 36'-9' 19'-b' 1'-t0' 29,99
V 84' IS ! 12' QC. 19.32 4'-3' 38'-1. 20'-8' 23'-0' 25.59 ~ ~ W
sEE sTIIla111D DETUi vox GI. ixM[ t LAYER ~I W 90' 2L92 23 -9' 40 -8' 21-10' 24 -2' 28,93 .y ~,y
BS ! 12' O.C. 6 t 12' 0~ 26.3a 27'-4' 42'-0' 23'-0' 25'-4' 35.30 I~ Q 3' 102' 6 ! 10' OTC, 3226 - 44 -U' 24'-2' 26'-il' 42,53
1/2' PLASTER . _ _ 1•+ 0 l08' 3121 - ' 46'-4 25' 4' 28' 1' 45.15 Z
A 4" PROJECTION e ! 12. O,C. 40,78 ~ ^ 114' 31'-g' 49'-t' 26'-b' 29'-6' 5326 ~~jj M+/
r~ ~ N4 B 6' O,C. E,V, PRECAST CONCRETE SLAB ~ 120' 44.97 33'-3' S1'-8' 2T-8' 30'-9' 58.59 I~+ W W 0
N4 t 6' OC, E.V. ~ 110TE~ (1) ALL DIMENSIONS FOt A BIAIBLE W ,i ~ E'~ PD'E H.V. ARE SAi~ AS SINfLE
, ~ PIPE H.W. E1(CEPT AS SHOVN ABOVE. (2) THE DISTANCE BETVEEN PIPES
1 IN A DOUBLE PIPE H.V. IS 2 FT. ~ ~
_._,5- OPENING I-vr O I~-~ ~y A '+p
W Z
W lW Q FPM Mai
Q
8~ ~ ~ A
35- /l6' MM 15' OR 18' d n U
F~ . DIAMETER i~ ~ l~Id2 PLAN SHOWING LA v
tYt Q L1MMR t 'lAN StIOWING LATERALS N tY[ Q CMMeR t0 E
,~~r J.. ;,,IM i tt.i:~'1.;~~'~•~~ .':Y:;.' 'r .1 r'...,j i.,f~, DL~D I'/R s:. :~1•. ~.i.'~:.'Ir.'' Via.':'. .fy .1 ~ ;f ~ II~OI'/R • ~ ~I
' a ~or~s1 N
3000 PSI CONCRETE t ~ NDTESr t' ?u~ia rmpss l~o of s ~iritni ~i~ n ~ N
FRDNT VIEW SECTION A- w 3000 PS CONCRETE .~t,- _ iD~«aw a I Dar DAM o )tEM4M Dirt VIKR_ ~Tdl At1R CQId[lE 1Nt 0 3Q11 ~ M9 iNp MTW. SIT.
Either brkk nnsonr or Class 'A' concrete nay bt used to construct catch Yasins. ¦NOTE~ 4- 6' DIA, Y N N q
Concrete wolfs ore to be 6' thkk ~ the floor 6' of 3000 PSI concrete. 24' R,C.P. AND UP t'~ ' N ~ ~(JC~
&'kk wntls are to bt B' ehkk t the floor 6' of 3000 PSI concrete, USE PIPE DIAMETER PLUS 10' N • 'd' b
Steps requk'ed where depth ewcuds 4'-0'. zoo ' r n .lw
T RM I N R AT AT H NT 0
MAN LE TAIL a rr W lL
ET B IN D A z~
A o0 a x
A o a
a o
w
. .
. .
A Cut Above 7'he Rat
T I AL TI N
A r0aous DED [i DttOE Ir >r z 1'-a ror ff ayce ~ suit Q Revisions:
- AS111QT A
f
1 eS 9/16' ~ T
~ ~ I N
i m 3' B' SNOUIDQt 2" 12' 12' 2" B' SHOULDER 3'
' DS- ~ 9/16, MDi ~ 1.5" 1-2 ,~,1~'' i/4 PER f'I. SLOPE
O1'OMO IN HML ZI" x1a
DI f 6' OL. - E.H. r' >
~ n i 1• toot 6' ABC /111111 1 . ~•P• CAR 1~1I
24' VALLEY GUTTER ~ ~ ~ s•~•h 0~ 11 I ~ ~tirSS 10•y y
i ~ QO ~'ys-9
•t' 6 Q ~ • 4r t SEAL, S
~ ~ . ~ , r . ~ 23530 • IN
A K b .,.~.,.~v~.'~ i ~ ~H . c
1 C 9000 ?SI CCMCAETE • • ~ ~ •j10 s t' I~ 'It.
FRONT VIEW SECTION SECTION A-A ~ ' . 1 ~ L
~ ~ DM 110) IR' D1MEtER . i T j J
Nt>tt:
Either brick Masonry or Class 'A' concrete May be used to construct catch basins. 1r xis, ~ wrwrn. a' 81101M.OER 2' 'J' 13' 2" 8' SMOULDER t 1)1'& y: ~ ~ii~lifl" ~
Concrete walls are to be 6' thick & the floor 6' of 3000 PSI concrete. t-d 14 PER r> ~ ChCC ed By
Brick walls are to be B' thkk & the floor 6' of 3000 PSI concrete, ~ ' ~ ' • ' ~ ' ' ~ ' ° ' ' ' ' ` t
Steps required where depth exceeds 4'-0' ~ ~ ~ ~ ~ ~ ` ` ~ w Scale: NINE
9DOO nI callcxETE r as c' ,ue
!~1 . m~^f 1f7 T.. n~~T r. r,m . YT f s Tf'~T R A CTN il~'T A t~ f'T1~R ~ii'T A 1T R~ T A Ti c 24• vAl1EY C1ITTER 17at~~ 5/ 15102.
l.;A 1 l;ri ISAL3llr LL' 1 AM . ,..C..,... 4--x~,. ~ V 1W PIPES LESS THEN 24" PIPES 24" AND UP VL ICLRL S42& 'F
File # 02-0110
SHEET NO,