SW8881202_Approved Plans_19940421

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SIDE SLOPES 0 1:1 ALONG BANKS OF FASTEN PVC TO ANGLES WITH 5116"GALV. B z �', a o
CHANNEL. BOTTOM VEGETATION.
CHANNEL SHALL BOLTS,NUTS,AND WASHERS AT APPROX. CUT TRASH GUARD TO >1 w; 3
w1 a N
FIT SNUGLY OVER PIPE � N; o
BE STABILIZED WITH VEGETATION. BANKS 6 INTERVALS. z
SHALL BE STABILIZED WITH RIP-RAP. i
111111111.1111",
� O �I.O. = 17.5' MSL VEGETATIVE CHANNEL ��8"PVC ORIFICE GUARD ELEV.OF RISER,ER -� -�■�� � N II
1 I iii,
PROPOSED30" CMPI
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tO CI
' i , (1" -----=--•---S-_ Z
a/ '4, i 8 , , ' ,, INV.ELEV.,(E-
INV. ELEV. = 18.0' MSL �������
5 t 1i2' X 1 t/2" ANGLE. EMBED IN CONCRETE
�� I 1114, \
����,• / AT BOTTOM AS SHOWN IN SECTION B-B.
O N
FASTEN TO RISER AT APRON. 1" FROM TOP B �:� �y
(Ii ��� _ - SDT STENTORISER AT ANY SECTION A-A
ERTIIII►ir� .�
�� SIDE SLOPES ® 2:1 =- •s -�
PROPOSED 36" RISER AROUND POND M"r Z.�i�' 'Y
CORRUGATED METAL
Q WATER SURFACE Ili �1 TRASH GUARD ATE ALL PIPE SHALL BE ALUMINZED Ty ,
p�,a
10 ,.7p
(EL. 21 .6
ULVERT �� J
ll I 1111
' PROPOSED NORMAL A 4' '� I1? ELEv.BOTTOMWATER SURFACE WATER SURFACE t ift....:111,Q100 (EL. 18.9) ( `1 ��£" OFORIF{CE,EO 1 ORIFICE DIAMETER,d
(EL. 23.4)
6" ~�� GUARD EG
1 c SW POND # 1 .
�i ; /' � AL � �3: �'� ELEV.BOTTOM OFII -�
i r.` � ORIFICE �- �;.e1 (,� 7
i /
BOTTOM POND
(EL. 1 4.9) y "
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.:.:::::::.:::::.:.:::.;:*:.::::::.::::.::::•'1:::::•:.:::::11.':..'f::::::::::::::::::;1;!.::::::.::::::::"7:::%:77:;1/ RISER
© STORAGE (� RUNOFF. \ .../ C�-+ H
FROM 1" RAINFALL \K :�\
(EL. 20.7) ,` B�` �j �� F RISER TION B �..
Q � E-'
TOP VIEW O
0
N , EXISTING
24 CMP
R/W__ __- ! -___ STORMWATER POND OUTLET STRUCTURE Q' c�
. �� DETAIL W
-_ NTS
) ', STORMWATER POND OUTLET STRUCTURI DATA TABLE '�
AT R W I G RIVE 5� ' W STRUCTURE ~ Z
W E / .
I.D. d (in.) EQ (ft. MSL) R (in.) ER (ft. MSL) D in.) IE(ft. MSL) EG (ft. MSL) ► Q 8
1 2.0 18.9 36 20.7 30 18.0 18.5
2 3.0 17.5 48 19.3 26 17.0 17.3
t 3 1.5 14.0 30 15.0 24 13.6 13.8 E-4 0
. , / P4 Z h4
0-4
a4
PLAN OF STORMWATER POND SERVING AREA #1 Q
SCALE: 1" = 30'
STORMWATER DATA SUMMARY
Lo
FEATURE DESCRIPTION POND# 1 AMP#2 POND#3 •
Lo
Q100 WATER SURFACE
in
Q 1 0 WATER SURFACE
JUNCTION BOX (EL. 20.0) TOTAL DRAINAGE BASIN AREA(ac.) 11.73 28.41 6.38 r`
--
(EL./
21.1) - TOTAL BUILT-UPON AREA(ac.)
3.28 111.Oti 1.91 �-r}
r 2
\ TOTAL PERVIOUS AREA(ac.) 8.45 18.�5 -
EXISTING 36" PIPE
\ lik
COMPUTED RUNOFF
PROPOSED 36" CMP 17,977 49,648 10,154ini* `�
47
CC CV
.ate �, FROM 1"RAINFALL(cf)
SURFACE AREA OF POND 0.23 0.(-5 0.23
• W o
g NORMAL POOL(ac.) y Z
��
� INV. ELEV. = 17.0' MSL PROPOSED NORMAL � - U
• WATER SURFACE SURFACE AREA OF POND(aJ 1" 0.25 0. 1 0.26
i* y (EL. 17.5) RUNOFF ELEVATION(ac.) z o
I PROPOSED 48" RISER Cr
SW STORAGE DEPTH(ft.) 1.8 1 8 1.0 V l W �
0
1] o
,,, . i, rn 7 1 0 6 -, 0 ELEVATION OF ORIFICE(ft. MSL) 18.9 17.5 14.0
1 Oq �� J 23-- 2A 3.0 1.5 0 2
1 1 i n s� DIAIviETER OF ORIFICE(in.)
SW POND #2 ''
,I APPROX.TIME FOR DRAW DOWN(days) 2.8 3 4 3.6
ELEVATION OF RISER(ft. MSL) 20.7 19 3 15.0 o
iihot ...........„.ii, BOTTOM POND I -"�
STORAGE ® RUN OFF (EL. 1 3.5) _ 10 -YEAR PEAK Q(cfs) 32 30* 1* Z Z CO
FROM 1" RAINFALL I - Q O
(EL. 19.3) Iiii, -- - l00-YEAR PEAK Q(cfs) 48 3,* 6* C
11
U Y
a -
POOL ELEVATION G Q10(ft. MSL) 21.6 20 0 15.1 o
POOL ELEVATION�a Q100(ft. MSL) 23.4 21 1 15.3
22
- , EXISTING 18" CMP /'
^: EXISTING 24" CMP /
I // THESE VALUES ARE BASED ON ROUTED HYDR(X,RAPHS. (SEE CALCULATIONS.) C
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WATERWII� G DRIVE 0 ' R/W - - ___
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PLAN OF STORMWATER POND SERVING AREA #2 SPECIAL NOTE
SCALE: 1" = 30'
For continuation upstream and downstream of ponds,see plans by Joseph S. Hill, P. E.,titled Brisk
Landing Plantation,Oakbrook Ill Subdivision,revised December, 1989,and approved b, DEM II N'
under project#881202. di) u E 0 k J
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APR 2 1 1994 0
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O 15 30 60 120 retzoi �- = 2
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SCALE: 1 "=30' " N N. ac
This drawing is the property of Houston and Associates, P.A.and 42/ - a) V
a- from Houston and Associates,P.A. ©Copyrig v♦
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is not to be reproduced in whole or in part without written permission = .
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ALL RIGHTS RESERVED
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-------------- Existing Curb Inlet Catch Basin to be converted 1 , o -
_____________ to Flat-Top, Traffic Bearing Catch Basin. I
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------------- 'C� enf, :rr' LL. 1 V�
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1 Ai I ` `. --__----_
'1 F+! pe_\, ,1 I1 \ �` _ _. 4" & 12" PIPES •`�`�----
1 sfn I TO BE EXTENDED -------------- Emnsti
,1 9 a-,Aye , I,�,"; / '`*.`` ^9 R/w
', /pew\\\//,~ / - ` `• O" 'r\BR
11 11 1 , `_�Z., •
`, OQK DRIVEo
\ \ , ,.. —, ..— _______ ---.4 I—,
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, 1 k 41** //11..'16111.-\ ;I II;::
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1 1 1 1 '''���/// \ / ' 1 Z. / I ,1 47/4.4. ‘ 1 1 El v• . , 0 cl) H (i'
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1 1 1 I .p 1 1 / ! LOT 44 1
11 `� 1 I X 111 1 I f j LOT 45 a 3 PROPOSED I W 1 /
REALIGNMENT 1 , I I1 IIi 1 I ` I L'4 0
OF CARTPATH 1 ( • I • ' I 1
0 fll / I \1 i (n
CUT & REMOVE PIPE 1 II' ,, 11 'z I ! ' I / I GO
IN POND AREA 1pC)
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PROPOSED 1 11 n �� 1 i Q10 WATER SURFACE '
BOTTOM OF POND I 1 • , _ t I 1 (EL. 15.1) i �yy
(EL. 11.0) '1 I /i Ir I, p I II I I Q100 WATER SURFACE r ~ f•+*1
�� I 1 > I Z I 1 (EL. 15.3)
• z
��', _ i F— l_ PROPOSED
PROPOSED _ 4, ��,. /: 1 BOTTOM OF OPOND
TOP OF BANK • / \-
.. 1 ) NOTE: SEE SHEET#1 FOR"STORMWATER DATA SUMMARY".
/ 1
(1...,, •• I 1 w \ I. i PROPOSED
1 • \ • ' 1 PROPOSED 1 POND
\�' 1 \ ` �\• _---- [30" RISER 1
cop \ 11 I I 3:1 \ i 1
�EXlsuny 18 1 SLOPE t INV. = 13.6`M.S.L.
• • r
4111
CO
• I 3 \ 1 PROPOSED NORMAL '�
\\\
o % WATER SURFACE •
PROPOSED I PROPOSED 1 (EL. 14.0)
• •1 , o , TOP OF BANK t STORAGE O RUNOFF
POND 1 I I �+ 7 1 FROM 1" RAINFALL
1 m
1 O 1 x. / ICID C7\ \ �' 1 I .� .s..;.9..s.::. .,..,• ;.�:,,..,,.r-p..::. ...�. „„s .R.�n.-,<: ,.... ...a. „v.�, .—.: :.�. <.-,:.. .:.�,..: L3....d .. m r x. .s,.�..,,�.:t - -, .:-.- _3:1 SLOPE m \\TI.
. �" mfi 9 _. Y- - ,� T'
STORAGE O RUNOFF �'i t Tr) %FROM 1" RAINFALL 1 % S O��T H E R N OAKS j .�11. � ��..�. �1 11��11. W(EL 15.0) %1 �� CO
to % PHASE i 1 �� ���.� � ���M ��M ���. M�� C/) `t
PROPOSED NORMAL , v o % 0 ? ••••11.�.�...�����•� ml•��m . Nommim �.i�. ,
WATER SURFACE 1 MI I ` %STORAGE O RUNOFF s
(EL. 14.0) I `` % FROM 1" RAINFALL j i p k
't IMI
r 1 % (EL. 15.0) l �a } �: ,. I t ..y..._.... IIIII :.w, �.,,
Q1Q WATER SURFACE t % a f IIIIIII
, (EL. 15.1) ` , %-' g -
LOT 3 I j
�1 MUNN.__Mill I' ■■■ •■ .�•• 1■ ■■�■� Z cu
1 1 Q100 WATER SURFACEo \� PROPOSED NORMAL - - '-' J
EL. 15.3 \\"_...-7 '� _ fj l( ) t WATER SURFACE �■■ .■■� ■ ■��.■ O
LOT 2 'I7 ; ■ f ■■ ■■ � I I i I ` 1 ��■■ O
�/ (EL. 14.0) 1 I r
, t
4' WIDE ASPHALT CHUTE SPILLWAYS. , / \1 1 I PROPOSED 1 1 t„ ,_.. :.. .� �,, #�, � ,i .. -4 r 4 - f . , ._i i I is Y.� + +• .. s,. . .#t_..m.d .�.., v.... ...., �+ ll,I
TERMINATE ASPHALT AT OR — Y
1 1 � � j Ii { I I O
, ,
POND ,
, ,
BELOW 13.0' M.S.L. 1� 1 1 1 I f •• � j •m� MUMIII 4111
O
"_ -` �/ ���st, �� PROPOSED 12" CMP 1 �� ••••• I . . , , .
1 , . ,
�� 0 cs
CONNECTED TO 1 ����
-"' N� t� ` I- EXISTING CATCH BASIN. 1 L-- — ■■ � ■■ �; �■■■ ■ �., Z
EX tln9 RI 1 Li. 13.8' M.S.L. t —
" / (s i f c
t L0. = t 3.7' M.S.L. i
1 PROPOSED 1 ,-.- p j ■ a CV
-
' \ , BOTTOM OF POND J
■N U)
. \\• (EL---- q
`� 1WATER SURFACE L 3 ■ ■ ■ •fi• • r\ �. YY • . • • 1 +� I. 1• YL• • a -� §
"' p �1 3:1 SLOPE 1 -Q10 1 �� F 1 •, .. " 1'••' , C�
� ,� ` 11 �PR� oo-
I (EL. 15.1) 1 rIII 8 I A
-- O`'�� �� c�F.� Q100 WATER SURFACE a �/ I a t4 Z O
- -' O �,�..-CZ �o --_- r.� O ..,.,�. ,_ ,.✓: ......,., �,..,.w, „ri,.r»r ,. _ ..,:.mp., .,..�,,.� � - :.-�.�-,.�.am �.� .•I._._. ., -... :,-.._ C O 1(�
FOESQ �_ Q __ ,- ; ,_-- . ,� _ t , I
R
(.1)
'\\ , . ' 1111111111HIMMillinnins = 1111101111111111M1 I x
W - 0 15 30 60 1 20 �,<. a. F ?t .� u.� ti ,.1,,,. <.. . .. :_. .,x L r +.__- i ,�. ., k...., . __ >._.i .
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• Pam. 1 I
"" _ SCALE: 1 "=30' <—I - _ ¢3' • i , - , IIIIMBIIIIIMIIIIIIIIMIIIIIII t Z
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PLAN OF NEW ENTRANCE AND STORMWATER IGI •POND SERVING AREA #3 �_ i I I = I I
SCALE. 1't = 30' Y-, .9,,, e .. .. �,. .. . ..� +- .w_ w..m .. .s� . f. ....,. a�_ r �_ s -
— . - _-_- _ _ — -. _-+Y-_-- I .
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..,.. w.;..:- :..,F. ..d..,..f. .5.- .,..,. . . ,,"r . .._,:..<, .. - ,,-al.:.. . A .,...:.. ,,,. ..: ,_w w,:i.--_-6- 4-1.—6.,.s�i--1,,.-_-6.�=_L— s—.---....—i-- ,,-1— ., . - -�. -_ aw.vc--_,,+.:...- +®...n��,,, :..-w.,�uer.. .m..ms-.,-..M.:erzm,+�m1Mrua.o.
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This drawing is the property of Houston and Associates, P.A.and e 3 o
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is not to be reproduced in whole or in part without written permission u `o i.. .t
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afrom Houston and Associates,P.A. 0 Copyright 1994 0 N 0 U
o ALL RIGHTS RESERVED
93-0710 S

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APES O 1:1 ALONG BANKS OF
BOTTOM OF CHANNEL SHALL FASTEN PVC TO ANGLES WITH 5/16"GALV. �
I,IZED WITH VEGETATION, BANKS BOLTS,NUTS,AND WASHERS AT APPROX. 1)Tyr
STABILIZED WITH RIP-RAP. 6"INT€RVALS. ly,
.0. = 17.5' MSL VEGETATIVE CHANNEL
PROPOSED 30" CMP EXISTING DITCH 8"PVC ORIFICE GUARD 4/ ELEV.OF RISER,ER-
-. i ... .._.. • • • way
1 1 r t 41,1
k o f 4 -- ' 1 0,, i 1 I � (y
, ,-4 f ! i
/ ` // , .. tea, r
26 . r „� ,,,„ J J
f8 Lj /
� INV.ELEV,tE -
y
INV. ELEV. = 18.0' MSL - ♦��`�=N ;� a:"•++• ' "
�� ♦ mow`, � %6
/ems `JJ�� / 1 1/2' X 1 1/2" ANGLE. EMBED IN CONCRETE '^ �" "
��J� � �� "„°' a► // // AT BOTTOM AS SHOWN IN SECTION B-B. ,,
�J, � ;,,,,,,..1 .:,
i ., s �' // FASTEN TO RISER AT APROX. 1" FROM TOP + 4. 1.
' I�iI1WM‘'
�� i / OF RISER. DO NOT FASTEN TO RISER AT ANY w a
PROPOSED 36 RISER .
I ���., .„. SIDE SLOPES 0 2:1 / THE OTHER LOCATION.
1 /N I�% / asp t �`i
�� AROUND POND / t
�sasasrt .. / 'Vt. " Ai
{ Q 10 WATER SURFACE s��1 i , I / tvoTe:, th ,
j (EL" 21 .6) / tr � 5 TRASH GUARD `S
f �'
Gr/
„
4.
4
9 8 g 6 LVERTsM�►'
Q100 WATER SURFACE . i = 103 • ,.. ACE ' A A �i �� ie A ►
(EL. 23.4) 1 �� �_, ... '," �. ;� i r it�icl
�1 S4e 20.7 t. li'Soo 2� / R'd #I w t 41�p' �
// /''''
L((C,"
., 41:1.'Iiiir.. �/t, y
- ' h:-, m aw 1f
ZO1 _
.\ ,�t'.. :M` m.. 1. _ _ -.i 3, ' a' 11p '�_'= 4 l' i ,.Nl�" '1ryo/
\ `_ ••` ' )b • a / - RISER a ` � "`' ;r' a ' II I. or
N -
_
; / VIEW RISER a►� ;:..,
CC/ EXISTING s TOP OF %'
z
24" CMP ..- _ _
R/W -
-
_
/ f- c
u. •e STORMWA `, _ W '! �'�
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WATE W I I� G D I V 50 ' Ws DATA TABLE r -
f STORMWATER PO O_ % -* ^' tow* r„,J
- / i t " '-'6
STRUCTURE
- I.D. d (In.) SO(tt,MSL) �: R (ft. - C
1 2.0 18.9 3 20.7 VT* "' .5 4
,` ; - - --- _. _ .. - r 2 3.0 17.5 48 19.3 36 17.0 - a , 8' C) . '
II c 3 1.5 14.0 30 15.0 2 13.6 13.8
f- ..»r� v
\.1 + Cr-
, x
# d��?
PLAN OF STORMWATER POND SERVING AREA 1 S
, SCALE: 1" = 30' LLI
r
STORMWATER DATA SUMMAF,�= , �.
CO
CO
FEATURE DESCRIPTION POND#1 PQND#2 POND#3 •
Q100 WATER SURFACE Q10 WATER SURFACE TOTAL DRAINAGE BASIN AREA(ac.) 1 1.73 28.41 6.38 !�1 N
JUNCTION BOX 1 1 (EL. 20.0) r-
r-
(EL 2 )
- _--- --- ----- ------ _ TOTAL BUILT-UPON ARE 3.28 10.06 1.91
CC cs)
1ON
: .. 22
EXISTING 36" PIPE
PROPOSED 36" CMP �' TOTAL PERVIOUS AREA(ac.) 8.45 18.35 4.47 W
- "_` COMPUTED RUNOFF 17,977 49,648 10,154 C ° (n
/ ,N\
� FROM 1" RAINFALL(ci) co
CC N
, ft
' - 22 / SURFACE AREA OF POND 0.23 V. 0.65 0.23 ✓ W o
• PROPOSED NORMAL /o 000 cis
t ft
AJ WATER SURFACE @ NORMAL POOL(ac.) i ZI$34�'� f0060
(EL. 17.5) � Z U
I . ELEV. 17.0 MSL if II ill ity _ SW STORAGE DEPTH(ft.) 1.8 1.8 0 .+ I O �_
(1‘\itor
PROPOSED 48" RISER Ft.FVATION OF ORIFICE(ft. MSL) 18.9 17.5 • V 1 Z�� z
3oSa �3 1 � W �;
- _ I j 6 DIAMETER OF ORIFICE(in.) 2.0 3.0 1.5 O
•
l l 1 - ��c` APPROX.TIME FOR DRAW DOWN(days) 2.8 3.4 3.6 0 21 SW POND #2 tt ✓' ✓' Q Z9
7 1 .3 15... ELEVATION OF RISER ft. MSL) 20. 06 ,hs��p!
:- 574 I S = 3c�C>GO ( oo( c�N.
I )j'19� jOr 10-YEAR PEAK Q(cis) 32 30* 1* , , J- 4 CVS ZSO _ Qi ,,. B(ELOM 3 5)D ':// ti �4" Qi`� 100-YEAR PEAK Q(cfs) 48 38* b* (n miw,
POOL ELEVATION(a�Q10(ft. MSL) 21.6 20.0 15.1 i''1, 5 ,; O O O
N , � �� t POOL ELEVATION Ca Q100(ft. MSL) 23.4 21.1 15.3 1'$ �: � U
R/W 4011101.0.,
L
--- I
// * THESE VALUES ARE BASED ON ROUTED HYDROGRAPHS. CALCULATIONS.)"' Z� EXISTING 18" CMP Z4
' � (SEE S. <, . _
or
EXISTING 24" CMP if. _
/
01
"', -- - t ':' .,,, , Me, * . .jII r,z-
t. „.......f,I.)''1'•,'5.•...i)
.. „,,,(e, 1:'..t,..‘:,,,:,:.'.,:.,.,:, :".:
CZI)
4 -/ /, ,',,
--- _ ____,_,___„
_ -- - - __ ____
''''''':1'1::44‘1:;4' t'''l-'si i oi.ueo,i,o4n 4:n,'t,«3iI44-o-
P ,
,,
WATEWING I �' 0 ��W
,. - w
/
44".. ,:e041*.,,,,,' O •
• (.:- . ., ,-. - , , ,,,- ;- -,,,,,,,, ,,
"TORMWATER POND SERVING AREA #2 . `_'
SCALE: 1" = 30' SPECIAL NOTE
1.)..J'
"" ofsee plans byJoseph ' Hill P. L,titled Ida For continuation upstream and downstreamponds,
p
I sndin lantation Oakbrook HI Subdivision,revised December,1989,aydapproved by DEM
under project#881202. M4R 3 ' 1994 CV
g E C EA v -
s�`�� DEM
c �� / TyoJ # $ 881Z0Z' v-
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SCALE: 1 "=30' N., 0
2N
- N co -0w C cb This drawing is the property of Houston and Associates.P.A.and . a► 3 u
49
Q from Houston and Associates.P.A. ©Copyright 1994
r Sre � is not to be reproduced in whole or in part without written permission •`
tx cr> Qv 0 ci
AU.RIGHTS RESERVED
93-0710 S

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______ Existing Curb Inlet Catch Basin to be converted I I o
_______________ to Flat-Top, Traffic BearingCatch Basin. f
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Existing /W _ v
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---R-- 1.�`_ event, _`ri�� Ll- t 1 • 0.
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lig* usi
\ •\ . -
- ___---
, 4-4; . , , , .\\ •.,, TO BE EXTENDED Existing R/w
, Gn , 1 L.___ •
1 -
� __ _ KB O K DRIVE, I , , ;I` �`
444
1 I „__,
I 1 \ )_'-.- `�'_`I t`_�- ----------------------
1 1 \ t ____--yam_
____,
. /4-1k%\, , ,i-,.-<---__
__ , ______
___
, , i , .4N. / i / I -------_
2 ,
'� ' 1 11 / 1 // 1 / , _ n9 Co r2 ;moo i
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r -- -
��// 1 ' I f I / / /
1 I 1 1 e , 1 / I il , I / I I
%
1 1 1 ,� // , . , , ,, b / I r
0 i
---\ ,
%
1 ,, l ::i" [
ab / Ircdd
' . IP �l 1 pa /a 'rl , /� t LOT 44
t�, • 1g 0 5
v` 1 1 1 / I y , I LOT 45 GJ (6 rr
PROPOSED ,' I I1 /' / I j r 11��rr++��
REALIGNMENT — 1 I ,
1 1 4 ?
OF CARTPATH `II /1 /i• i -� J I N/, I r /v. N1 1 ; prir{CUT & REMOVE PIPE 1 ' 1 I • �� ,I 10 I
IN POND AREA 1 1 , I in I 1O • + Q WATER SURFACE I
PROPOSED i , r> /I n I i , (EL. 15.1) }
BOTTOM OF POND '1 I I •
11 If I I + Q100 WATER SURFACE Y 1
(EL. 11.0) 1 / 1 I I I (EL. 15.3) r
,, > I j I 1
,�' • ' ? 1 Z 1 I I I
I' ' I I PROPOSED 0
t
1 % I -1 BOTTOM OF POND
TOP of BANK -- ,.
- �� �� I (EL. 11.0) NOTE:SEE SHEET#1 FOR"STORMWATER DATA SUMMARY'.
_ _,_ ,_,
._..,_ _ _ _ ...._ __. , ' I ► i '�— PROPOSED
4,,,,,. 1 z `11 `‘ ‘-_,_ ____
tPROPOSED POND
p \� \ •- --TI30" RISER •
I \1 ,\�---- ) I 1 •
CO) 3:1 L_ •
_- \\
�EXlstin9 18" I SLOPE \�\�_ -• - t INV. = 13.6' M.S.L.
I } , t CCO
O
3 ,PROPOSED NORMAL
Lo
t WATER SURFACE
EL.
PROPOSED- .1 I 0 1 'TOP OFOBANK ► (EL.
14.0) PO
POND \\II\
(..,\\ ....
o
, . O x, \\ . / / r\ \ o \ i /..•
3:1 SLOPE • , a it ,,� --, I t m
, I ram,,
t ` SOUTHERN OAKS W Po
''0' ' tt �' — P HAS E I
E-l (n
�� t
PROPOSED NORMAL - 1t I N
WATER SURFACE - I ' \iv,
t
Q1O WATER SURFACE I
f t
111 1 ) i
t 1 f • cu
LOT 3 I 1 -
, Q WATER SURFACE A PROPOSED NORMAL - --- I-
, 100(EL. 15.3) f —t- " WATER SURFACE �� -\\
C
'1 (EL. 14.0) ,
LOT , / I�' t 1 y Cf) ` p
, 30 W
. r. . Cir'� 3 0 z
, ` 4' WIDE ASPHALT CHUTE SPILLWAYS. , ', PROPOSED t t
TERMINATE ASPHALT AT OR ',/ I POND t - _
, BELOW 13.0' M.S.L. I
`,II , t Q
1 j - -- lit
I PROPOSED 12" CMP t _
-- / ,, 1. CONNECTED TO t L __ I - r _ ^ Z C�
EXISTING CATCH BASIN. t h�l
IS--R/W ' 1 LI. = 13.8' M.S.L. t 1 r
- Ex t,n9 III L0. = 13.7' M.S.L. 111 ~J
F� {
---- / (
11• PROPOSED 2� J N
' \ BOTTOM OF POND f\1 J
,.. __--
A4 z
Rp o 00 / ��4 3:1 SLOPE ,,1 Q10 WATER SURFACE
R FACE l� •'" • - - ? -A(' • - PROFILE NEW�E ROM) "!i m
„' OU\- g�� Q100 WATER SURFACE ,a Z\ i 20
On1! _ �� O (EL. 15.3) �- ri, �� O ` 20 O
_ _ ci:
R
-, 2� - NI
I
1
-- 0 15 30 60 120 L._ n ��. "Es
9 CO
L, E%1sti,n R�W-' ,
1- 1 0
_-- I, SCALE: 1 "=30' al
--'- I ZT6foi --5-Ae ,11- ,.- 1024(., ,t10o
o
.,.._
. _ _ _
1
s4e is ---.. 10-11 4 ,
PLAN Or NEW ENTRANCE AND STORMWATER1. O •
_ POND SERVING AREA #41) - -
` SCALE: 1" = 30' T
ii
. O O C? sl_ _ I fl p
+ + ± + + +
0 O) a r+ I _ . . P9-'
r, r, 0 CV
STATION (FEET) r.•
0
SCALE: 111=50' (HORIZONTAL)
1 "=5' VERTICAL)
Z
Tr z
O al fr
= N
•/� N �' m
• <[ N m 'fl
r re
Mk drawing is the property of Houston and Associates,P.A.and v .1 a 3 '"
r+: is not to be reproduced in whole or in part without written permission . N v c o •- o
from Houston and Associates,P.A. 0 Copyright 1994 COU ) t/) C3 CO
' AU.RIGHTS RESERVED
.
93-0710 S

SIDE SLOPES O 1:1 ALONG BANKS OF
CHANNEL. BOTTOM OF CHANNEL SHALL 1
BE STABILIZED WITH VEGETATION. BANKS
SHALL BE STABILIZED WITH RIP-RAP. y
1.0. = 16.5' MSL
VEGETATIVE CHANNEL
PROPOSED 30" CMP EXISTING DITCH
{
I I / N
28 ��• t a�
l INV. ELEV. = 17.0' MSL II
Iliellifiggiligglanglitt ."1
�, .���G��
in �
J
PROPOSED 36 RISER / / s�o • A. 1,...,‘
SIDE SLOPES ® 2:1 Rj �� AROUND POND / - cn sC
y V
r
/
Q
l 9 .-1. *' ter
1\
PROPOSED NORIA_
�° WATER SURFAC
t
(EL. 17.9)
SW POND #1 1 % �"�
' BOTTOM POND
1 � i, 4-4
j (EL. 13.9) ,,
y - - ( ` (11
i O
z
O
1 // .,jam / % _ / fr
cd / EXISTING ?
{ R/w N / // 24" CMP S / -_ _ - -__ 2 all E2< O
§ _......." -
---- - r ! f -- r\ .. 1
! W
WATEWING DIVE 50 ' R \ W ;
i,4E-`, tD -
- --- .--
' - Qa
/ / ti\, . ,
r STORM1►V11ATER DATA SLN1MARlr. 0 HO U
►..a
FEATURE DESCRIPTION POND# 1 POND#2 POND#3 ^ p4 n
��4 `�0 g /� Y--I U as
3d �� TOTAL DRAINAGE BASIN AREA(ac.) 11.73 28.41 6.3H
¢ PLAN OF STORMWATER POND SERVING AREA #1 TOTAL BUILT-UPON AREA(ac.) 3.28 10.0E 1 91
97 SCALE: 1" = 30' TOTAL PERVIOUS AREA(ac.) 8.45 18.35 4.47 0
COMPUTED RUNOFF 17,977 49,648 10,154
FROM I"RAINFALL(ci)
' SURFACE AREA OF POND 0.23 ,I 0.23
NORMAL POOL(ac.)
_ SW STORAGE DEPTH(ft.) 1.8.- 1.8 2.0 411
CVCV
•
JUNCTION BOX ELEVATION OF ORIFICE(ft. MSL) 17.9 17.5 14.0 4 In
DIAMETER OF ORIFICE (in.) 2.0 3.0 1.5 4.. o
-r - T�
Vl
T _ _-. _- z2 APPROX. TIME FOR DRAW DOWN(days) 2.7 3.4 3.6 v
I1 EXISTING 36" PIPE --
I PROPOSED 36" CMP �- -
��- ELEVATION OF RISER(ft. MSL) 19.7 19.3 15 0
��� �� - 10 -YEAR PEAK Q(cfs) 32 30* 1* C
SIDE SLOPES k� 2 I
% 74--_ / \\\ e2 W cd
filli'llIlikrik
` �� 100 YEAR PEAK Q(cfs) 48 38* 6* �,j�I PROPOSED NORMAL I o WATER SURFACE Z A(EL. 17.5) i ti 20.0 151Cl° UINV. ELEV. = 17.0' MSL ��\�� ��. POOL ELEVATION C Ql0(ft, MSL) 20.G ftwol //-��
POOL ELEVATION ;a;Q100(ft. MSL) 22.4 21.1 15.3 7) Z o
fill f .
PROPOSED 48" RISER ii CC w Z
I_, � 7 L L * 'I'IIESE VALUES ARL BASED ON ROITED II1'1ROOR.PI IS (Slit.:CALCF �'1l lONS.) �l p
1 1 1 H ,_ � �_ I �1 0
SW POND #2 !1 � , - Z
BOTTOM POND �1,g t ,,, --i\ _ -24 0
(EL. 13.5) CO
0
Z Z
, , A ' 0
C 0 0=
\\, ..„......,...... ,
U
R/W 2-2
- -- -
f 22 24 `
v`
`--EXISTING 18" CMP -
d ` n
• EXISTING 24" CMP _
. C
2
if WATEWING DIVE 50 ' R/W co
V-- ..„ 4 , Z a-)
_ ,� ,
r ,'
- --- - -
It ,
' Li I a il LL\:15-.1 " ik
al op 4
xa
PLAN OF STORMWATER POND SERVING AREA #2
SCALE: 1" = 30' r . I >
,
SPECIAL NOTE N
FEB 2 3 1994
For continuation upstream and downstream of ponds,and for conf"guration of outlet structures, D l
see plans by Joseph S. Hill,P. E.,titled Brick Landing Plantation.Oakbrook III Subdivision, E M y..
'_ Sz31 ReV i5i ca/1 0
revised December, 1989,and approved by DEM under project #81t1202.
0 imiiiinmimiummiligl, 30 60 120 v
� • 'I. _ 2
CC
O N
SCALE: 1 "=30' 400
CO
n. 1 +I. G) 0 . .0Y
(I N V
a
1

I
1 j
I I
i
I I I
Existing Curb Inlet Catch Basin to be converted I I o
•_- - to Flat-Top, Traffic Bearing Catch Basin. i I
1 Li
___ I
I
I
��` �\ 1 ; I I :*. j h~�►.
t'•
fx
------ Existing R/W 9 Pope �„` .� 1 , I •I 1 y �.•
s
h'stiri r-_
g 7
1 2p 1 / ♦ ---___
� iasti•cp 1 �\
I ` ems` •• _____ Nor
` ` ________
1 f•Ij , 1 1 ...` • Existing R/�,y -- -
11 strn9 .0,,p \ 1, Ilia-%--�� _ `\`.`\ , .. _ 'n
1 Pi", \ 1 -_ ♦ p V{
1,1 P.
i�11 ♦♦` 4 ,AND12"PIPES O��BI�QOK�C �/..,,
TO BE EXTENDED DRIVE
at up1 , , Z---- --. 4e___.... , W
7.".. N.'.• c ..---_
2. ,.....,›.'"-' c)..,E--4 R4
—a:
-.; I 1 ; I i
1 1 `, , ,, ,
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i 41 ►,. N
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1 0 1 1 Q. 1 , I Ii E 1 , F-1 0./
1 o /,'
o
I O. 1 A
1 a a 1 h�
1 1 , I o, � a 1 LOT 44
1 _� / �J'
I, / 11 I I h / ' ,i '
o1LOT 45>.� 1 E-1 O f„a
REALIGNMENT / , 1 • Ii
OF CAPTPATH 1% % / ', )„,, , , , 2 c::: E--4 5s-'
1 h n
CUT & REMOVE PIPE 1 1 11 i f
IN POND AREA , ' 1 1 I 1 ;n I • I ' I ' / /_�
0(.......i C4
1 z CO r 1 W
PROPOSED 11 i , 1 �' I
BOTTOM OF POND 1 1 r 1 I I ' I I
II II I 1 1
(EL. 11.0) 1
> 411
•/I, . . -- • I,! _
� -
• \I 11 -,1 -- t PROPOSED O
- BOTTOM OF POND
PROPOSED _-' _r f � -_ •. , I (EL. 11.0)
TOP OF BANK 14 1 I 1, ,v r'---__1 NOTE:SEE SHEET#1 FOR-STORMWATER DATA SUMMARY".
N.
! _ :�.?: + I Z I I I PROPOSEDF _,
ii- a � ,
• !i�i a ,• 2 .' • 1 PROPOSEDR \ ,,. tiIND4'' I F % \\• 1 Ii 3 " ER th„ ,,,, ,* 1, a
�i I I 2:1 �1 i I I ♦ .
µP r 1 SLOPE I 1 z i •
_ CO
Exis�In9 8' C `' , \ INS. =
• . 13 1 111
j PROPOSED NORMAL j - •
WATER SURFACE I d
I WPROPOSED \ (EL. 1 4.0) 1LO
PROPOSED— -- , \-t 0 TOP OF BANKlig
POND 111 41 0
I o ' . I ^ O
1 s
CC
a m
1 x i r
2 SLOP r II t Y Y • r x 1 t - � -r r.. • .N: �� ,. .,.,. ,�- ,..
, 46I� \\ SOUTHERN OAKS i —� — —+ -- — T I a 1 W c-)
�' \\\_All,i)1
' '�,� ' \ _ PHASE I I 'n
r .. I.
II \
PROPOSED NORMAL I A 111
WATER SURFACE I �� V 1 ��\\ .
1 a i N
I
ti
CD
Ij
t
kT
, i\ i \ ---. 1 H —� — — I r i -- W 6-
f i
/ i ♦ 1 — 1 I d - Z t'3
! 1 i — U
LOT 3 i PROPOSED NORMAL -------1 l —_
- t WATER SURFACE % /� I j -r t d I
LOT 2 11 1 I ,3(� { I I I I 1 CL Z Z
4' WIDE ASPHALT CHUTE SPILLWAYS I
/,,
% \\\
ii,
\\PROPOSED v 1 r ft t . s_� w , , v
% l
TERMINATE ASPHALT AT OR '' I POND \% —
{
R tt
r
' t
Z I P ; 1 e s O
BELOW 1 .0� M.S.L. - , — I -- I q �— _
_ - / ��'r•11 \\ PROPOSED 1 O CMP 1 A I +—r j l ( � a C
�I CONNECTED TO 1 L___ I I ' _ ,, •— `i Z Cr)
EXISTING CATCH BASIN. A _ � � i t ; , •
1 --- P 1 II = 138' M.S.L. 1 , I —
X1s�1n9 L013 7 M.SI= L. 1
s
1 1 .:r. .-,ice _ a-._}-sv-- .>.: ..-<...,• .... - .-. ,._...,. .. ,..R.-, e. �. .,....,.. ,u-,., (\
,� I PROPOSED % —. J I: I
---- ,' •�� I BOTTOM OF POND \ J 1. I , �— N
la L..,. , • . a . ii --i,-;: .
0.
, __..._ v p,R0 / ��4 2:1 SLOP �i .E j. • i •r �. Zz
m
1
OPT �, — — x ....k . ..r. .y .__.. xa... � _ . ..,aC 0 c:
_- i� Qom° ;_-- _ , }
S •E
F — 1 Q
Co
i (1`
l
�- �- -r
0 15 30 60 120 .... _,: . - � _ e.=. ..,� ., .j..,�,, H. _ ,1..>r ,..- _ . __,. _ _ � •,�.. _ {._...�,,.-..- ��_. _ .;. _ -� -. .s:. .. , � .. _, �. � �CZ
/w
:
i
SCALE: 1 "=30' Z .r.--
l I rn
.
I `
;
1 i I t
e, I+ I
I
-- - - - — -
P OF NEW ENTRANCE AND STORMWATER
PONDS SERVING AREA #3 ! ! �—
I -', O ID
SCALE: 1" = 30" 1 , r
I F y
I
r - ---—_ —----- — —
I
c,L — - —,—+
I
r, I
.. ... .. ..... .. , ..i.:. .,�.::.::d..r. ....L ,.., .- .. }...... k...- � -. .. ., _>..a� -.A, l. �', 1,.. „I 1;,, 1,... sA...-rasok.�m, a.-n .. .,1....... .n. .... ..I •, ..
STATION (FEET) I y,,,,
0
CALE: 1 "=50' HORIZONTAL)
1 "=5' (VERTICAL) N z Z o
p 01 Cr
= N !,
n
•F• co N �' m
4) Q N m v
-116
c
w CO
t o - o 411
'^ O L
gf v/ CA L] C]

•
I
SHELTON GORETYPE e
( t <, 14 E 30T.r3' (IAII't CARTS /
-. .. .._. .. ....... -- .--- .. -- -_ - Y n
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2 ASPHALT I '
( " TR/ t ///
/ / 26 ... -._-_-_.._..,_-._- ___ _..--,--.., 1) \-\\--•
B SEDIMENT &AS/N s! I 8'`� J / j . iOfTCH tNV = c- AREA = O.1 AC. �� ! _
Dl.'CN INV. _ £3.3' - I `:8 J4 F t
- I EXISTING PAVEMENT r [,� 1 f(C +
1 J/2 S2 V YI X. EL EV. l4.4` ._.t \ �+ r s
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- .: - (ICI" • ♦� - , r,rlj. ..
i �la/, t `v. )� " t 8£DD/NG V V y \ f ► r.a. \ 4 `i g t.
27 O I. /DO. O 244�RCP�,,,. , - 0,rr1, 24.4 RCP ! �) a t / / •s !t 3n
lo
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i •�ll)fi, /IA F ,N iry-dI i/a�"r..�ir„ri/f,rJ.r•. / j fll((J/ '• POND f A F7 / �' # lSl
I \� rlati,rl+.>/1 ,:L. ,%Gr_�t1, Yf'14Jf14+nL•:_f..l r5Y•P • iFrSJd�jr71, n'• • ",6 d,. ``,. I.' `.�
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IiI ry E
vk, 's ,O: D 9 ,ri{ 1}� T I ! \� •E,f�` -,,y`trt-.,,.i `y" CAP : $ 52' 3D° ii STREET CROSSINGDEIL = I
;p.. rot
MN SC-3 `y f pDUAL 24'Q RCP`SUNDER CART IAllI - �'.
a 1e-e 1© ENTRANCE STREET - �/- yy �• / •3'v-,•7� t�" % 11111 B�s-P III _f 1I, / tOI rf+Y6.7({S4iAi.l1Cf -+'- /, 3 !6'If MfpYrNrER / ! �/L 't E / 1
�! i., II a -..T �,! �'4CONTROL • f£OIMFNTr s i1 i 6A3lN RISfR f'j 12U 3 `4 it fSEE OOTIET tTRVCT[fREINY. r /S.I OE T17t - MND E SJ /,^. �i\\\ fJPROV/DEJ CY11 I • ' ! / 'T� R!PqAP _•
INV SP=24.0'�Cy h\T - '1.f - r .1.�yr_�� ... �:"r, B -CMPj +
' ,. ito jVs7oRM sEyvER r,•,-rLc� I �, 7 =- =;t-'nr67NV. a 12.3' Ia~ EEI! "s ,;,` oDlTCN ANY. a P4 3` DIrCN INV. '- I STREET CROSSItlO $OUTLEgN OAKS SECTION ,�,rt' %24.Y ''� li12•• i®:v sE a6E1 " a (i3 N) `+ N 7T• OB'38°E' ° J '1� +P ROV/DE !CY �Y' l 1�I - :+ q:rl`Ganf� tii4r + \• V _ . 2a LS _ 130U' i tCR!P RAP /I111 •••I P •• i i3. ''c } --3G r• _ ' OMPLE'TEL.Y BED PfPE W[TH 12 INCH THICKNESS 1-' --- - -- -_ ,28 . ° o I OF STONEUPTO1�2PIPEDIAhE TE kSURROLR`JD p - i n+� ,i 6 I I�.ice. .yQI !Wf'ERt/2P1PE DIAMETER 1(1TMCIXaCRETEAND AS ETOALT•
II _ �a� ! tl••-- :{y iaiS TOP t•, ASVEG£fA TE0 7lEAo! ,Q .d'4 j
W I TF( '."14t C!WES'3 OF ASPHALT TOC uP•-' yI_ �f'hk rMt 'i3"s BUFFER 1 ` '+RS'J'--_ ` ^ of l GI NA L STREET GRADE I SEE DE TA t LS I• i ,� !�I _,1"1w - '• : - _� 1.•�Wt. I.yI ��II,yy� 23 � - 'm ; ujIv,fY.� t _I II1 •�, �� N, �' I2, REROUTE EX lSTlNG 6" / FORCEMA tN T DER !•EW IIf I Ir o ulr.�k - 1 qI ylf ;;•; 3/ -.� `30 29 I ne 24•• RC.P !F IYECE53ArtY USINc 2D LF 6. v1 _ , . ; - _ raI I: �`�� Sr-=U C' CLASS SI MJDIP AND d-6'° 9So MJ BENDS _ X -. 1 _ r' ,�{ ,1 � Ifc's':Pt.e '-'szI ,I6� 3• IFNECESSARY REROUTE EXISTING R' PIRATLR I? I a- c 1 .e„tLRibER ,, 1I +:_le k.P^'ii1 i.� LINE NEM21•• , RCpU51NG20L,' a'oCLASS 5} MJpI PAf•� 4-B" / A5oMJ H:_is: 5- 1:f �I .T d. "^• CB. # 7 w22 I ? .i _� .... 'I 1 r� $ � sE-ni -
•TO• Ict•'ff =23.6' '` IIryc _•
ar aJY„P �,..� 8 I1VV SP JNh=23.3' I "i; i A. NEY� 26" RCP70BELAIDABOVEEX45TINGB" ;6 , `<. rI�,yj \,-` =23.9' !MV SP= 3-B' � Ii i IfCI_A3551M-tDlGRAYFTY �EWRLINE -ram--� 1 • �IJ• �!�,1, 'I;1I' /j� L *` .h __..VI"0 . .RCT�¢.t% 13a. _ e LF -I••I -'��rNv 4'p RCP 23.0' 3. CONTRACTOR TOVERTEXT:ATEXISTING II a �' .}1 / s.e
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+ I I i - MH=D-IPG--� �' G.B: IB SEWER 1 S CONSTRUCTED OF MJD I P PRIOR TO � I . r y h -
i SS !� I Y I PROVrDf 3 C✓ RIP-AMP 1 ' -+ (. St ��
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