20072022 Ver 2_Stormwater Site Plans_20080609

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PIN: 0860.03-33-3314 PID:193344
PIN:0860-01-20.8767 PID:193361. ¦
PIN:0769-0128-5772 PID:193301
PIN: 0769-0127-6679 PID:203869 ¦
DEVELOPER ¦
EAST DURHAM LAND COMPANY, LLC ¦
201 SHANNON OAKS CIRCLE
RALEIGH. NC 27517 . ' ~ ~ ~ V~
P: (919) 4653312 f x ~E} 'r°"`~~ ~ ~ j l
F: (919 4653383 ~ s, yz,,,~r. ~~~'y d
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n~;,
ENGINEER/LAND PLANNER ' t•-. ~
HORVATH ASSOCIATES, PA
16 CONSULTANT PLACE, SUITE 207 ~ L~ DEVELOPMENT SUMMARY
DURHAM, N.C. 27707 F
P: [phone] r- + ` a SITE SUMMARY H 0 RVATH
F:~9,9,49°-s9~ OVERALL PLAN - DWQ SUBMITTAL GROSS LAND AREA: 422.60 AC ¦ ASSOCIATE S
e-mail: [e-mail] EXISTING IONING: RR ¦
WATERSHED: F/J~B 16 CONSULTANT PLACE, SUttE 201
RTVHt BASIN: NEUSE ¦ DURHAM, NORM CAROLINA 27707
INDIXOFDRAWINGS: LEESVILLE ROAD/DOC NICHOLS ROAD, DURHAM COUNTY, NORTH CAR ~o~~~~ CAROLINA EXISTING USE: UNDEVELOPED LAND P 919,490.4990 F 919.490.8953 CRY UMR DINSIDE ®OUTSIDE ¦ 537 MARKET STREET, SUITE LL20 URBAN GROWTH AREA ®INSIDE DOUTSIDE CHATANOOGA, TENNESSEE 37402
ZONING: PDR 3A ¦ P 423.266.4990 F 423.266.5700
NS-t INFRASTRUCTURE LAYOUT MAP DEVaOPMENTTIER: SUBURBAN ¦
NS-7 DRAINAGE MAP ~Yww.hnrvafh~ssaclaf~s.c~r~
C450 WERAND # 1 B GRADING AND PLANTING PLAN LOT SUMMARY
0451 WETLAND # 1 B DETAILS TOTAL LOTS = 499 (369 SINGLE FAMILY LOTS;130 MULTFFAMB.Yj ¦
MAXIMUM BUILDING HEIGHT=35' ¦
0452 WERAND ~ 7 GRADING AND PLANTING PLAN
0453 WETLAND # 7 DETAILS MINIMUM LOTSIIE= 6,500SF ¦
C454 WETLANDS # 8A AND # SB GRADING PL4N AVERAGE LOT SIZE = 7,500 SF ¦ AT LEAST TWO PARKWG SPACES WILL BE PROVIDED PER TOWNHOME
0455 WEMNDS # 8A AND # SB PLANTING PLAN (THESE CAN BE FULRII®WTM THE USE OF GARAGES) ¦
0456 WEMNDS # 8A AND # 86 DEI'AIIS ¦ Q
G57 WEMND # 8B DEfAItS SINGLE FAMILY REQUIRE PARKING:2 PER UN(i= 738SPACES Z
C456 WERAND #k 9 GRADING AND PLANTING PLAN MULTI-FAMILY REQUIRED PARKING: 2PER UNR =260 SPACES ~ D O
0459 WETLAND # 9 DETAILS PARKING PROVIDED:1 SINGLE CAR GARAGE PER UNIT ¦ ~ Q ~
PARKING PROV0~:1 DRIVEWAY SPACE PER UNIT ¦ ~ ~ ~ Q
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SUN ~ ~ Q U ¦ v! W ,
WAKE FOREST HWY. (NC 98 Q~8 ~ On = ~FIY~.. yyAr. ¦ ~T(~NOSANpgp R~~A~~y ~
96, ¦ 0
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~O' IMPERVIOUS SURFACE AREA CALCULATIONS ¦
(Phase 1) ¦
TOTAL AREA = 422.60 AC (18,,408,566 SF) ¦
O~ MAXIMUM ALLOWABLE IMPHtVK)US AREA = 4,418,055 SF (2496) ¦
S,~``~ RoPO N STREETS /SIDEWALK /PARKING = 988,035 SF (5.3696) ¦
N ¦ TOWNHOMES: COVER SHEET
130 UNITS x 1,200 SFNNIT =156,000 Sf (0.8596) ¦
60' UNITS: ¦
152 UNITS x 2,400 SFNNR = 364,800 SF (1.989b) ¦
70' UNITS:
2 0 o~LF 105 UNITS x 2,800 SFNNTT = 294,000 SF (1.5996) ¦
80' UNTTS: ¦
U 112 UNTTS x 3,200 SFNN(T = 358;400 SF (1.9496) ¦
O MISCELLANEOUS RESERVE =13,254 SF (OA79K) ¦
O
d~ CLUBHOUSE/POOL =101,664SF (,5596) ¦
2~ TOTAL PROPOSE IMPERVIOUS AREA = 2,277,153 SF (12.3796) ¦ ¦
FUTURE IMPERVIOUS SURFACE AREA CALCULATIONS ¦
KINARD RD. ~ I T E y (Totd BuSd out) '
TOTAL AREA = 422.60 AC (18,408,566 SFJ ¦
MAXIMUM ALLOWABLE OVERALL IMPERVIOUS AREA = 4,418,055 SF (2496) ¦
AO ¦
PHASE (IMPERVIOUS = 2,271,153 SF (12.37%) ¦
O PHASE u RESERVE IMPERVIOUS AREA = 2,140,902 SF (11.63%) ¦
d p RD
ONE ¦ OVERAL FUTURE IMP8tVI0US AREA = 4,418,055 SF (24%) ¦
LEESVILLE ROAD PRP~N~ERp~N ¦
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APPROVAL STAMP ¦ ¦
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1 ~i ~wcoMM~rs I ~
VICINITY MAP ¦
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NO SCALE
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DRAWN BY: CHECI®BY:
¦ MLJ
¦ DATE
¦ 3/24/2008
¦ scA~ NSA
PROJECT NO.
THIS SITE PLAN WAS REVIEWED AND APPROVED UNDER THE 0713
UNIRED DEVELOPMENT ORDNANCE ADOPTED ON JANUARY 01, 2006. . SHIFT NO.
CASE #D06-233
c000
ZONING CASE #Z05-33
©COPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PJL ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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END CAP WITH i-1 /T ORIFICE ¦
3 L,F 4" PVC SIPHON TOP OF BERM ELEV = 388.00 TOP OFBERM = 388.00 BARREL INV IN =382.00 l h I 15"PRECAST HEADWALL ¦
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15"CAP WITH 4"ORIFICE 3 _ 3 INV = 381.00 25 YEAR WATER SURFACE ELEV = 386.20 INV =382.00 1 I 1
1 YEAR WATER SURFACE ELEV = 385.21 ' WETLAND # 1 B
1 I T.o.W. GRADING AND
_ ~'""""I f ~ . BARREL INV OUT = 381.00
POND BOTTOM - 382.0 I i x'lw, NATURAL GROUND 48 L.F,15 RCP ' ~ ~ ¦ PLANTING PLAN
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BOTANICAL NAME/ UANTITY HEADWALL Q cDOTCIASS'B'RIP-RAP ZONE COMMON NAME SIZE SPACING
15Lx18'Wxi8"THICK 18"THICK LAYER Trees&Shrubs DB#1B DB#7 DB#8A DB#8B DB#9 B#9 • • • • V ¦
CLASS'B' RIP-RAP
' 18' ZONE L Nelumbo lutea 1 T _ A ~ ~ A Q • 3' O.C. 30 - 50 80 1 ~ 40 50 40 - 50 40 - 50 FLOATING SPECIES: AMERICAN LOTUS 0-50 ¦
2' 2' Nymphaea odorata •0 -50 ¦
e ~ ` ~ e e ~ e ~ e e ~ e e ~ \ ~ e e WATER LILLY 1 QT• 3' O.C. 30 - 50 80 -100 40.50 40 - 50 40 -50 2' 1~ \\\\\e't\\\\e\'a\\\\\ 2" CL 2" CL ¦
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WETLAND EMERGENT HERBACEOUS SPECIES`. PICKEREL WEED 1 QT• 2' O.C. 20 - 40 50 - 80 20 - 30 20 - 30 20 - 30 15' 0-30 ¦
Ins virginiana 1 QT. 2' O.C. 15 - 25 40 - 50 20 - ~ 15 - 25 15 - 25 5-25 BASIN ID IAl [Bl I~l
PLAN ~ ~ BLUE FLAG IRIS . . Saururus cemus 2' O.C. .0-so NOTES: DB#1 B 385.3' 382.8' 2.5' ¦
° LIZARD'S TAIL 1 QT. 20 - 50 70 - 90 40 - 50 40 - 50 40 - 50 HEADWALL Carex pendula 1 GAL. 2' O.C. 40 - 50 70 - 80 20 - 30 30 - 40 30 - 40 1. DESIGN ASSUMES 2500 PSF SOIL BEARING - VERIFY IN FIELD
NOTE: WEEPING SEDGE ~0 - 40 2. CONCRETE STRENGTH -3000 PSI. DB # 7 364.9' 362.5' 2.4' ¦
a" A FILTER BLANKET SNAIL BE INSTALLED BETWEEN THE RIP-RAP ZONE 3: Itea virginica y;1 AND SOIL FOUNDATION. THE FILTER BLANKET Will CONSIST WETLAND SHALLOW LAND SPECIES: VIRGINIA SWEETSPIRE 3 GAL. 4' O.C. 60 - 70 120 -150 50 - 70 50 - 60 60 - 80 DB # 8A 348.6' 34T l.b' ¦
30" 0 RCP OF A MINIMUM 4 THICK LAYER OF STONE (NCDOT #57) DB # 8B 336. 334' 2. DRAWN BY: CHECKED BY:
UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED Asclepias incamata 1 QT 2' O.C. 30 - 40 60 - 80 20 - 30 25 - 35 25 - 35 SWAMP MILKWEED iv ti• - EQUIVALENT. 5-35 DB # 9 357.9' 356' 1.9' ¦ MLJ JES
Ilex glabra 3 GAL. 4' O.C. 15 - 25 40 - 50 20 - 30 15 - 25 15 - 25 5 - 25 ¦ DAtE
Clethra alnifolia 3GAL. 4'O.C. 15-25 40-50 20-30 15-25 15-25 s - 25 ¦ 6-2-2008
2' SWEET PEPPER BUSH 15' FILTER BLANKET ¦ SCALE
(SEE NOTE ) AS NOTED
SFf :TInN A-A
6 SHARP-CRESTED WEIR WALL DETAIL PROJECT 0713
r4'-~HW 72 PLUNGE P WITH VELOCITY POOL DISSIPATOR ALL WETLAND PLANTS TO COME FROM: PLANTING DETAILS C450 SCALE: N.T.S. 5 HOFFMAN NURSERY C450 SCALE: I"=]' SHEET NO.
5520 BAHAMA ROAD C450 SCALE: N.T.S. ROUGEMONT NC, 27572 800 203-8590 01/2 1 ~._2
www.hoffmannursery.com C450
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©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.& ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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KEY TRENCH AS SPECIFIED ( www.horvathassociates.com
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CEDARCIDE ON ;,k,: • ,..~,~;W~: PLYWOOD NCDOT CLASS'B' RIP-RAP BOTH SIDES OF ;~:~';,;f`~,~~';5°a"•«~=~•e~~';~:~ 7.5'LX4'WX18"THICK
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CEDARCIDE /"x4"CARRIAGE BOLT 4'
B ' r WITH WASHERS 'v 1' 1' 15"0 RCP INV = 382.00 a~P~~°° ¦ ~ ~~~P,~
2•':. HOT-DIPPEDGALV. SPILLWAY SIDE ` ~ ~]p`q, 1 1 ~f Bfl4SNi6100 ~ ~.~/D
AND BITUMINOUS •~>:°>=sd~ 18" SLOPES 3:1 . ~ 1' 0 0 0 o COATED ITYP) z,"4 I f RCP @ 2.U 1 /O 4"PVC 45 DEG ELBOW ' ¦
TOP OF GRADE ~ ~ ;•.f~ ~ NORMAL POOL ELEV = 382.00 ~ I I
q ~ ~ u ..n 4 ;,5!'.::.~ r. 4.. FILTER BLANK . K gym... ..»..T........e.-~ ~ f
~ 2 4"PVC CAP WITH ~
p ~ s% ' ~ 3~ 1 1-112" ORIFICE ¦ I I
• ~ • • SPILLWAY SIDE SLOPES 3:1
,e"Mw PLAN ' :i..
CONCRETE •••;~.°';.'a;~<,.,. ' I ~
•k BASE v p`Y`~.;~:~,.,>~.: NOTE: • • 4 • • . a • r.j~a; V, ;~°;1,,, 6 ; ,l y A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP >-RAP ~ ~ I MICROPOOL BOTTOM ~
Q • ~ • ° 1' a. ~ 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ( ~ ~ ELEV = 380.00 NSIST
~ : v ~ ';:s OF A MINIMUM 4"THICK LAYER OF STONE INCDOT #57) ' ~ . ~ ~ a . a 1 ~ UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED
• . • EQUIVALENT.
' Y2"MARINE-GRADE PLYWOOD y2' MARINE-GRADE PLYWOOD SECTION VIEW IBS-1088 SPEC) TREATED WITH CEDARCIDE BS-1088 SPEC TREATED WITH CEDARCIDE
( ) 4"FILTER BLANK ¦
PLYWOOD JOINT DRAWN BY: CHECKED BY:
7x6 PRESSURE-TREATED POST SECTION A-A ' MLJ JES
WITH CEDARCIDE ITYP) ~ DATE
~ 3-25-2008
~ SCALE
x 4"CARRIAGE 801TS AS NOTED
WITH WASHERS / ¦
HOT-DIPPED GALV. AND 3 WEILANU # I b SVILLWAY VLUNUt NUUL VLLUUII Y UIJJIf AIUK
2 WETLAND # 1 B PLYWOOD WETLAND BAFFLE WALL BITUMINOUS COATED E C451 SCALE: N.T.S. 4 WETLAND #1B DRAWDOWN ORIFICE PR°EC 0713
C451 SCALE: N.T.S. (nP) C451 SCALE: N.T.S. ¦ SHEET NO.
PLAN VIEW
C451
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY Of HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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TREAM BUFF R , - - ~ ~ ~ ~50' S , ~ ~ ~ , I -r + 1 J VAJPIABLE IDTH t 1 1,- ~ _ i $
~ ' ~ (~OI~ OF NK) ~ ~ ~ I ~ ~ ~ ~ 1 f ( \ ~ ~ E~ M NT ER A~CESS ~ ~ %r ~ j 1 ~ t
~ ~ i
~ ~
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/ ~ ~
~ ~
~ ~ ~ ~ !I ~ f~ I o ~ryO ~ OQ ~~~~0 ~b / ~ / 3670 ~ \ ~ ~6 `EVp 1 \ ~ \ ~ \4-M(, ~ / \l I ~ ~ ' O I ENO ~~]`3~ ~ ~ ~ ~ I ~ ~ ~ I
i ~ ~bb~ ~bry~ ~ ! j ~ ASSOCIATES
~ bhp ~ \ Q l 1 ~ ~ ~
b°` ~ ~ ~ ~ ~ ~ ~ ~
~ ~ ~b 3620 ~ ~'o ~ 50 SEE PLANT' LIST \ ~ ¦ DURHCAMUNORTH CAROLINA 270707
( j ~~t !r ~ ~ N L_QLE - 62:~\ ~ ~ l\~~ ~ t / ~~j/`,r 1 ~~I o 1 ~ ~ ~ ~ 1 ~ ~ ¦ P 919.490.4990 F 919.490.8953
j ~ ~ FO DETAIS
{ EX~rN~4„ C31~.F. x~~ ~ x~ ` ~ ~ ) 1~ J ~ l ~ ¦ 537 MARKET STREET, SUITE LL20
C~P ENp{V~(I~~QRI~CE ~ ~ m / ' j 1 °g~ ~ 1 \ ~ \ ~ ~ t~~~ ~ + ~I ~ m ~ ~ I ~ ~ ~ ~ ~ ~ ¦ CHATTANOOGA, TENNESSEE 37402 ~ ~ ~ ~ ~ ~ 0 1 , 1 P 423.266.4990 F 423.266.5700
a ~ f ¦
~A,E~', D 0F(15" RCtP c'a ~ ~ ~ G ~ ~ ~ { ~ 1 ~ ~ i~',- r ~ www.horvathassociates.com ~ ¦
~.-WIT EL~PLATE WYfN , ~ t` jx'~is~ 1 ~1 ~ ~ - - ~ _ f f j ~ ~ ~ ~ ~ ZO ~ N (
(4"P.y IFIC~ INV ='y62.5 t ~ ( ~ l 1 _ _ ~ ~ /I j ,
~ ~ ~ w } ~
43LF15 t 32 I) ~~sxs a , t t ? ~ ~ ~ - ~ `~l ( t
15" PR $j-HE~1SWALL ~ J N t Ix3~.s~ y $ \ L - ~ ~ ~ ~ C~C ~ ~ \ l~
}NV 6U - 362.0 ~ Q ~ \ ; 1 ~ L ~ ~ \ ~i~ \ 1 ff { ¦ ~~J ~ ~ ~ ~ ~ ~ f ~ ~ ~ ~ ! •
1~ ~ 1 ~ a& ,w ~ ~ ~ ~ ~ ~ ¦
SPILLWAY ~LU~ fe~PO~OL a ~ I l ~ ~ \ E ~ ~ J ~ ~ \
~
VELOC~~IS,, PATmR \ l ~ ~ ' ~ 2'~DFEP,~HANNEL LINED ~ ~ \ ~ ~ 3 ~ Y. A \ \ \ ~ ~ ~~1°~~ ¦ Q
}~`pJCDOT L ~ ,P ,~P \ \ ~1 ~ ~IT L~SS'B`RIPIb~P }/J ~~~1 1 ~ ~ ~ ~ ~ ~ U 1
a #
~ ~
' rl~~~,-'`~- - X11 _ , , ~i..: ~ ` F~~
` \ ~ ' Tats MnR~~ c~tr~ ~ ~ ~ \ ~
~ \ Pro ~ ~ ~ \ ~ PLYWO~'~ ~A,F LE WALE.,, ) °
~ ~ ~ mow, ¦ ~
~ ~ _ ~ -CUES? ELEV = 36~ ~ ~ 'l \ \
~ t ~ ! \ ~ \ 2' WIDE WEIR ~ ' 1
I ~ -ti (
\ 4 _ ~ ~ CRS D WE RP L ~y-/'^7,,-.' ~ ~ J~'~h\~`~~~J ~ ~ t ` \ ~
rx€ 7'[A~E~~NCR'fB SLOi~P~NCTONl \ ~ ~CR~SIELEV=-3`64.9-'" ~ ~ ~ ~ ~~'~l ~ \~l ` , ~ ~ I t~
LIt~~ED AA~lEL p~ ~ ~ ~
' WETLAND#7
GRADING AND
PLANTING PLAN
~ WETLAND #7 GRADING PLAN WETLAND ~ ,5 30 60
AND #7 PLANTING PLAN ¦
C452 scn~: i°=sa 2 0 15 30 60 ~
SCALE: 7"=30' N C4SZ SCALE: 1"=30' ~--~I"~---I ¦
SCALE: 1" = 30' N ¦
¦
¦
¦
¦
¦
¦
¦
¦
2:1 CHANNEL ~ DITCH
SIDE SLOPES (TYP) EASEMENT ¦ ','~~~wu~+rp~~I
'~.•~~.o~ ss i
• `:°1
..I
END UP WITH T' ORIflCE 3 4F 4" PVC SIPHON
15'PRECAST HEADWALL TOP OF BERM=364.0D BARREL INV M=362.W 7pp OF BERM ELEV =368.00 INV=362A0 - 1S'CAP WITH 4"ORIFICE
~ 3 IlII -III-III-III- II!-III-I ~3 1 INV=36250 25 YEAR WATER SURFACE ELEV =36626 I ~ =ill= l l l--I (ll l ~l l l~ :lit= l l l~ l ! ~ I =I I I-i l l~ l l i~ l ~ bbb I l! i l E 1{ I 1! I'°`~°"i 1 I[ i-"f I I--'I I I---E I I I I E"" I i i i I E"~'I I f I( ¦
BARREL INV OUT =%2.00 1 YEAR WATER SURFACE ELEV = 364.81 LINE CHANNEL WITH I I
[A] CLASS'[C]' RIP RAP ~
NJ~ ~ - 43 L.F. 15" RCP @ 1.16% POND BOTTOM=362.50 ¦
NANRAL GROUND e - - _ ~ ¦ ( I
i ~ i I -i I-III-() ~ I-I (I-I I i I-Ii'!i I (-I I i (-I (-iI 1'-I I I'- ' ~ 2. MICRO POOL 807TOM=360.50 p (-I) ¦
-'i'-'i'-I (I-i'-) i ITI I I-I i(-~ i-I ~TI I I~I I~-I I I~I ~ -I! I-) i I-" 1-" I-" i-) i -I' I-~ I ((I- ¦ I I
1=1 i I-1 I I--I i I-I 11=1 I i-I I i-I 11=1 11=1 11=1 1=1 11=1 11=1 I-1 11=1 I i-i i 1=1 i 1=1 11=1 11=1 11=1 11=1 I i-Iii-iii-i I I-iii-i 11=1 11-1 I i- ¦
=1 I I-1 I i-I I i-I I I-I I I-I I I-I I i-I I I-' - .,'-1 I I-I 11=1 11=1 11=1 I I-1 i 1=1 I I-1 11=1 11=1 11=1 I I-i 11=1 I I-1 11=1 11- ~ ¦ I (
KEY TRENCH ~A$ SPECIFIED CHANNEL SLOPE ¦
=III-I L I-C I I-i I I-1 I I-III-III. = T. BYG~,~CHNIC~~GIN~1-III-III-III-III-III-III-III-III-I CHANNEL ID [A) [B) [Cl MIN MAX ( (
_ =1 11=1 I I-I I i-III-III-III-i I f-III-III-III-I 11=1 11=1 11=1 11=1 I I-1 I I-1 DB# 1 B OUT 3' 2' 1 1 12 ¦
- I-TI-III-IT-III-III=III=III=III=III-III=III= - DB # 7 IN 2' 2' B 1 5 ~ DRAWN BY: CHECKED BY:
DB # se our 2' 2' 1 3 ~ 2 ' MLJ JES
¦ DATE ~ b-2-2~~8
NOTE: AREA CLEARED TO BUILD BYPASS CHANNELS ~ ,SCALE
SHOULD BE SEWN WITH GRASS IMMEDIATELY AFTER AS NOTED ¦
\A/CTI A 1 11"1 ~F7 I"1D D \A/11x'1\A/~1 r'1DICI!'`C !ll ITI CT PIPG ~ ~s /'~11\ IPTI'11 1/~TI 1 /1r r A /'~1 1 !~1 1 A \ IA III I(` /~/1\ / l'11 rT1' ~ DD/11Cf`T AIf~
3 NY rLIL-nivv TrI vnnrrvvrriv vv1L-L- I 1 ii L- I.VIVJIKUI.IIUIN Vr CHI.n %-nflwwCL 13 I.IAVlf-LCIC. ¦ w~w 0713
C452 SCALE:1"=5'
SCALE: 1" = 5'
r-4-%'~CHANNEL DETAIL sHlU"
C452 SCALE: NTS ¦ C452
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERLY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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¦
¦ ~ s
¦
¦ $ S~
• 7r
¦i
10.00' f
¦
3 3 3 ¦
¦ R
1 1 ~ ~
13 L.F. SHARP CRESTED WEIR ELEV = 364.90 ¦
0 ¦
N NATURAL GROUND ¦ HOD, / ~ (J
o 2 L.F. WEIR NOTCH ELEV = 363.70 ~
N O
N ASSOCIATES.
•
- - - -T 16 CONSULTANT PLACE, SUITE 201
4" TYP O ~ DURHAM, NORTH CAROLINA 27707
L ¦ P 919.490.4990 F 919.490.8953
1 1 ~ 537 MARKET STREET, SUITE LL20
1 1 ~ CHATTANOOGA, TENNESSEE 37402
KEY TRENCH (AS SPECIFIED P 423.266.4990 F 423.266.5700
BY GEOTECHNICAL ENGINEER) 5.00' 7.5' L X 4.6' W X 18"THICK ' www.horvathassoclates.com
CLASS'B' RIPRAP ~
¦
¦
KEY CONCRETE CONCRETE SLOPE PROTECTION
1' IN GROUND (TYP) SEE BASIN OUTLET STRUCTURE NOTE'D' ( 1 ¦
¦
¦
~ Q
Z
¦ Q J
¦ Q O
TOP OF BERM ELEV = 368.00 ~ ~ Q Q U
~ 0~
100 YEAR WSE = 366.60 .60 ~ J ~ ~ = 0 _ ~ W Uz
~ - z
~ U~
6.50' 2.00' 6.50' O Q
SHARP CRESTED WEIR ELEV = 364.90 ¦
~ WEIR NOTCH
ELEV = 363.70 ¦
~ ~
- ---------Li
' WETLAND #7
7.5' LX4.6' W X 18"THICK DETAILS
CLASS'B' RIPRAP
0 1 2 4
1
C453 scALE: r'=2' SCALE: 1" = 2'
4'-0" O.C.
2-ai4" POSTS SHALL BE EQUALLY
SPACED
0 0
i-3/B"ITYP.) ll~i 2X6 ; 2 PRESSURE-TREATED „~a_ ti:~.:,,~•.~r••.
MARINE-GRADE POST WITH a;',:~5"`;~:~~~~>_• "`:r>.'~"'~~a e''o.c. SPILLWAY BOTTOM ,r;~x',,~~:::-:~•:•,~~~:~.,°+•;;~;; NCDOTCLASS'B'RIP-RAP EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" 0 RCP ¦ ~~~~4
PLYWOOD CEDARCIDE ON .ti~•:,~: ,h•a~
B$-~ BOTH SIDES OF •..:•~:•~~,;5::°;~~=i;m.`• 7.5'LX4.6'WX 18"THICK ~ PLYWOOD ~•,.•(,~r<,~,:; A~,,.„-,; •wdPt.•.^• f."C.. ;K•er'P+r%uS v,d,.;;• 3 4"0 ORIFICE IN STEEL PLATE INV = 362.5 . JJAY SIDE ~ ~f
o SPEC o A A 18"THICK LAYER SPILLWAY SIDE 1.0' ~ SLOPES 3:1 ES 3:1 ~ ~ 1 4"PVC FLANGE EPOXIED TO STEEL PLATE ~
TREATED WITH # cLASS'B' RIP-RAP g, < : t ~ r ~ , ; ` a' MATCHING INVERT OF PVC TO INVERT OF 15"0 RCP ~ 0 0"
CEDARCIDE 3~"x4"CARRIAGE BOLT 4.6 ig .•ra ~.a+; ;p WITH WASHERS 1' 1' 15"0 RCP INV = 362.5 ~ ~~GIN~`~.®m ~ `,A
HOT-DIPPEDGALV. ~.rir: .9,:~:~'• SPILLWAY SIDE ¦ uwn~icW ~~a~~
AND BITUMINOILS SLOPES 3:1 e~,t 1' 1.5' 0 0 0 0 COATED (TYPI ""~y:.(.°:; 6~ 4" PVC 45 DEG ELBOW 15 .RCP @ 1.1
TOP OF GRADE ••a~ • ¦ NORMAL POOL ELEV = 362.5
~ _ 4"FILTER BLANK
I ~ ~ 2 4" PVC CAP WITH ~
e9 'sA r 4}}+. ~7. ' 'ih ~ ~ s.~ t 2"ORIFICE ~ i
SPILLWAY SIDE ' SLOPES 3:1
~ ~ ~2.~' ~ r._. 1.0' ~
4 . PLAN CONCRETE .:..,k.,;4';`,;•~.:~,,,: NOTE: ~ ~ ~ i
e BASE ..e ,y,~;'sp:.•. W.,.:.n~ - • a • ~ . a • ; ..g, , ~ 7.5~ A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP 'AP ~ ~ _ ; - MICROPOOL BOTTOM
*r'•:~••'~°•".".°:~~" '<`a~;.~•'%a, T F E B NKETWILICON$IST q ~ „k;.,:~,,~,,~,; &„~„•1 . a „ 1' AND SOIL FOUNDATION. HE ILT R LA ( ELEV = 360.5 ~ ~~IST ~ j ~ m.. ¦
~ ~ ~ • •s"<.`,!s;;~,•:.~,'``'' ' ~•t : ',,.:.P=;=': : OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) a . ~ 'e a . , UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED iD ~ ~ € ~ ~ ~ ~ ~ ~
• v 1 EQUIVALENT. _ ~T~ ~
Yz' MARINE-GRADE PLYWOOD y"MARINE-GRADE PLYWOOD ~ I ~ C - - W r..~.~__._.. ~ ~ ¦ i ~
SECTION VIEW (BS-1088 SPECI TREATED WITH CEDARCIDE BS-1088 SPEC TREATED WITH CEDARCIDE ( ~ 4"FILTER BLANK
PLYWOOD JOINT DRAWN BY: CHECKED BY:
2x6 PRESSURE-TREATED POST SECTION A-A ~ MLJ JES
WITH CEDARCIDE (IYPI ~ DATE
~ 3-25-2008
~ SCALE
%e' x 4" CARRIAGE BOLTS AS NOTED
wire wecuGac
HOT-DIPPED GALV. AND 3 WETLAND #7 SPILLWAY PLUNGE POOL VELOCITY DISSIPATOR PROJECT N0.
r2'-~WETLAND #7 PLYWOOD WETLAND BAFFLE WALL BITUMINOUS COATED 4 WETLAND #7 DRAWDOWN ORIFICE 0713
C453 SCALE: N.T.S. ¦ SHEET NO.
C453 SCALE: N.T.S. mP) C4S3 SCALE: N.T.S.
PLAN VIEW
C453
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROH189M

¦
~ J / ' % \1 HEADWALL ¦ o~ NCDOT CLASS ' 1' RIP-RAP
s'~ r -''r D EP Cc3N ~/E~f " ` f ~ / ~ ,~j /r / ~ i ~ ` ~ ~ \ • 20'L x 23'W x 24'THICK ¦
~v
, ~
2, 24"THICK LAYER ¦ ~ a , CLASS'i' RIP-RAP ~
¦
~s , ~ ~ ' 4"FILTER BLANK ¦ rT
30"0 RCP °
f..- `f / GPILL~C/AY.PL /~~Pf~~OL ~ \ ~.----kg'°~ y 93'P I ` I~ ~ ~ 1 , ~ ~ 20' ¦
OCI~~1SsIPAT & J / \ v'' N OT I I ~ ` J'~ ~ ~ j ~I
/ ~ ~1CA~OLCJt~~R~~~ / - J 1 r PLAN ¦
/ z.~t x~a~wx 18'JN I K` g 9' I ` ~ II ' r can S ILI~WAY PL GE POOL 1 f"~ ~ / / ~ \ ~Z / ~ ~ N~ D CITY ~B' R PRA`RR R OL ~ HEADWALL NOTE: ` A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP
AND SOIL FOUNDATION.. THE FILTER BLANKET WILL CONSIST ¦ 2:1
r~ ~ l,K~~~ CR~E i - " ~ ~ j~ uE E ~ , ~ i 7.5~~6.4~~ 18"THICY~~ i IC~ ~ 30" 0 RCP ~ OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) ¦
UNDERLAIN WITH MIRAFI FILTER WEAVE 7000R APPROVED , H O R VAT H ~ iv ti~~ EQUIVALENT.
IM ~.w ASSOCIATES
/ / ~ '1 f~ ' ~ ~ 0 i 951' O `,i ~ ~ ~ I •
_ 2' .IN~ 20' FILTER BLANKET ¦
~5~ PR~CA<ST FjE~VJP~L ~ / ~ - ~ , ~ ~ ~ I ° 2' DEEPrANNEL LIN~Q~l
/ / ~IMV~U~ 346.0 / ~ o o a 4'" S p~ ` 1 tJ WITH C ~-'r-P ~ SECTION A-A (SEE NOTE) ¦ DURHOAMUNORTH CAROLINA 270707 ~P , . ¦ P 919.490.4990 f 919.490.8953
/ r ' / 1~ o 0 3nb5 s C T E ~ ~ ~ j= ~ - ~
3 HW 13 PLUNGE POOL WITH VELOCITY DISSIPATOR 537 MARKET STREET, SUITELL20
j42 LF 15Y~ ~2 ~ ~M~ti~ a 7 ~ 1 ~ ~ ~ ~ ~ \ o ~ ,C - ~ ~ J ~ , / C454 SCALE: N.T.S. ¦ CHATTANOOGA, TENNESSEE 37402
I snA x ~ / ~C~~$% r° l ~ x o ~ -13 RED o o ` / r' P 423.266.4990 F 423.266.5700 ' ~ ¦
www.horvathassociates.com
¦
` ~ / i.I-~, ~ 'L~ / 0 Yo \ ~ ECTI N N~V= ~ ~ 1 y~~ k \ ' ~ ~ ' j FLARED END SECTION j ~ I NCDOT CLASS'B' RIP-RAP ¦
J 7,5'L x 9'W x 18"THICK ¦
~R~~ A A q ¦
.kpe-' ,/NORM OOL E 0 / CJ I,~'~ 2, 2,
~ f.^- ~ 3 1 P U P ~ i ~ ~ \ a3a.o` \ I N~JTC~H ES f 7 ¦
/CAP`EPID:PJ~ 1 yd2CP 6 347.0 348.0 ~ ~ ~t ELEV ~ 3~ ,21 18"THICK LAYER 2' CIASS'B' RIP-RAP ¦
"C~fffiH~EL PL~E WIT ~0° X20 ~ I SIP R P x ~ I ~ ~2 yNID SH~RP
= a- ~ ~ } ~"~flRIFI IVV ~3' .0 ssa.o ~6 24"T om ~ x~ 1 ~ ° C ESTE~ WEI ~ 4"FILTER BLANK
15"0 0-RING RCP ¦ ~ J
TEN 4 PV r ,moo ~ ~ N 3 C EST EV 1 ~.3~. ~ 7.5' ¦ Q O
CB.~ ENb H 1 " 3s?a I ~ ~ 3~ `moo ~ ~ YW ODAAFFL~ R E~ ~ 0 PLAN ¦ ~ ~ Q
~ / , _ ~ I 1 RE ~ LEV~= 335.2~~~~c,~ FLARED END SECTION ¦ ~ J =
. NOTE: ¦ 0 ~ A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP ~ _
~ \ r-' / Jam-'- f- ~ / ~ ~ ~ I ~ , . - 1 J I S't ~ PREC ~5~~ ~A~ T \ ~ 2;1 AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ¦ t ~ O
JAI \ 15" f~ 0-RING RCP OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) W V L UNDERIAIN WITH MIRAFI FILTER WEAVE 1000R APPROVED ¦ Z Z
~ EQUIVALENT.
~ ' ; . ~ \ / ~ / _ _ . ~ 1 l / ( 2 INV QUT = 333.0 333.0 ~ - , ~ ` ¦ ~ i •'r~' ~ iT ~ V
r~ , 1 ~ ~ f ? ~ _ O Q
2' ~ 7.5' FILTER BLANKET ¦ Q ~
/ ~ ~ ~ ~ - ~ / f ~ ~ ! RCP C~ 2J7% (SEE NOTE )
SECTION A-A ¦ ~
~ / ~ J J 3 CAP~~O~ 15~ RCP ¦ ~ P ~ 4 FES 97 PLUNGE POOL WITH VELOCITY DISSLPATOR
/ ~ ~ ~ ~ / `~--~p8~,) \ ~ ~ T ~ / ~ ; ~ 1 1 WkYH STEEL PU~TE WITH f TH ~ C454 SCALE: N.T.S.
i ~ i ~ / ~ ~ ~ f ~ ~ ~ ~ ~ ~ / ( /4 0,,:,CdRIFICE INV 334.~~
~ ~ ~ ~ ~ J ( ~ l ~J J s TE 4' ~VC 3~'F -~'/~f
/ ? ~ ~ ~ ~ J ~ ~fr% - CAP END WITH 1 V~/~'_, ,QRf~1'~~
~ VARIABLE WIDT r ~ ~ ~ / / ( / 2314" POSTS SHALL BE EQUALLY
,,~?s~ /~J SPACED ¦
B 13/8 (TYP I y2 0 0 2xd Y" MARIN&GRADE PLYWOOD NARINE-GRADE PLYWOOD ¦ WETLANDS (BS-1088 SPEC( TREATED WI1H CEDARCIpE (BS•1088 SPEC(TREATED WITH CEDARCIDE
PRESSURE-TREATED ¦ # 8A A N D# 8 B ,r MARINE-GRADE POST WITH PLYWOODJOIM ~ 8"O.C. PLYWOOD CEDARCIDEON ¦
(BS-l oae BOTH SIDES OF 2xb PRESSUREdREATEDPQST GRADING PLAN
% ~ - - - _ ~ j ~ ~ lJ ~'/~l ! 11/ ; ~ ~ off
f 120' o SPECS o PLYWOOD WITH CEDARCIDE ItYPJ ¦ TREATED WITH
~f / ~ / l t t( ) '/j f ' . 50' STRE BIkFFERr(Tlf~~ / f f CEDARCIDE ~"x4"CARRIAGEBOLT ¦ WITH WASHERS x 4"CARRIAGE BOLTS
HOT-0IPPED GALV. WITH WASHERS ¦ r'./' AND BITUMINOUS HOT-DIPPED GALV. AND
0 0 0 o COATS RYPI BITUMINOUS COATED / TOP OF GRADE ITYPI ¦
. / . ~ r ~ ~ , `f ~ . .r-` 1 ~ I 7 ~ ~ I : 5~ ~ ` ! ~I , ~x t i I ` I I , 1) . TOP F ~NYyj~ .,1~ ~ / ~ r r ml I I I I' PLAN VIEW ¦
WETLAND 8A AND 8B GRADING PLAN o ~5 3o bo Q CONCRETE ¦ a BASE , .s a
~ 5 WETLAND #8A PLYWOOD WETLAND BAFFLE WALL ¦
C454 scn~: r=sa
SCALE: I'= 30' ' • ` ° ~ p, ~ C454 SCALE: N.T.S. ¦
SECTION VIEW ¦
¦
LIFTING HOLES
¦
¦
¦
TOP VIEW ~
~ ~ ~ - ¦ m
WETLAND # 8A , 2 ' T - ~ ~ , 2' 3'-T ¦ 11 • 13 ~ •
i -9" ty~, ~
~ TRASH RACK - I ~ ~ - L ' ' ' - l • ~
TOPOFBERMELEV=352.00 ( _ - ~ 15" RCP TO BE GROUTED ¦ ` ~~+®o~~°±"~~~o®~J INTO HEADWALL AT ¦ g~ ~,5~`~~
JOBSITE BY CONTRACTOR ¦
WETLAND # 8B • ~ ¦
~m f ~ M
- ~ ~ ~ ~ - 75" FLARED END • SEND I
- - - I i I ~ _ I C I I_ - I_ ~ SECTION INV=337.00 JV = 337.00 ~ ¦
TOP OFBERM ELEV = 338.00 12"
lOYR ~ _ _ _ I _ - . I ~ I _ ~ If _ ~ _ ~ _ -I I _ roRE -I - I - - - - - - ~ ~ ~ ~ - - - _ I ~ -I T _ ~ I I- - I _ - I - - I I - f I _ I ! _ - ~ ~ I -~-jj _ i ~ ¦ 10 YR WSE = 336.39 I-' 1 I 1 _ I,,~~'. I- I ~ ~ T~ 6„ 6,. FRONT VIEW ¦
_ ,
FOREBAY BOTTOM - I I - I ~ I I.I SIDE VIEW 15"RCP ¦
ELEV = 331.00 I ~ I ~ ~I ~ ¦ I I
. l I ! _ T 61 1- I l ! I - NOTES: ¦
0 I I I 1. ALL CONCRETE TO BE 4000 P.S.I.
I ~ I I 2. REINFORCEMENT STEEL MEETS ASTM 615 GRADE 60 WITH 2" ¦ I I I I ~ ~~f E- MIN. CLEARANCE.
I I ~ 3. REINFORCEMENT SEf 12" C. ON C, COTH WAYS TYPICAL ¦
~ I _ I° I I • ~ 4. ALL EXPOSED EDGES CHAMFERED 3/4'". DRAWN BY: .CHECKED BY:
- - I I- - - I_ I I - ~ ~ T _I-,;,ICI,;; _ I C I I _ - I - - - ~I~ - I - _ I ` ~ - 5. PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ¦ I ~ ~ ~ CONTRACTOR, MLJ JES
- =1 - - - -I - - - - 6. PRECAST HEADWALL STRUCTURE SHOULD BE POSITIONED ¦ DATE
AROUND AN EXISING PIPE OR PIPE INSERTED INTO HEADWALL. ¦ 3-25-208 HEADWALL STRUCTURES SHOULD BE PLACED ON A PREPARED
FOUNDATION AS SPECFIED BY THE ENGINEER. SCALE
7. COMPACTION OF BACKFILL MATERIALS SHALL BE AS ¦ AS NOTED REQUIRED BY THE ENGINEER. ¦
8. VARRIOLIS HOLES SIZES & SHAPES AVAILABLE BY SPECIAL PROJECT NO
ORDER ONLY. ¦ 0713
r2---~RSER 96 TO FES 97 PROFILE ¦ SHEET NO.
C4J4 a 5 to 20 SCALE: I"=10' SCALE: i^= io'
6 HEADWALL DETAIL ¦
C454 SCALE: NTS C454
¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
4'-0" O.C.
2.3/4° POSTS SHALL BE EQUALLY ¦ '
i f SPACED 3" ¦ ,
1.318"ITYP.1 y„ o 0 2x6 Yt"MARIN&GRADEPLYWOOD ~"MARINE-GRADEPLYWOOD IBS•1O88SPECITREATEDWITHCEDARCIDE IBS•1088SPEC)TREATEDWITHCEDARCIDE ¦
PRESSURE-TREATED MARINE-GRADE POST WITH PLYWOODJOIM
'~,"'w„ B"O,C. PLYWOOD CEDARCIDEON ¦
(BS-1 O88 BOTH SIDES OF 2x6 PRESSUREdREATED POST ~ PLYWOOD WITH CEDARCIDE ITYP) ¦ 1.20' ° SPEC) o Y..Vj
TREATED WITH ¦ ~
CEDARCIDE ~"x4"CARRIAGEBOU ~ WITH WASHERS x 4"CARRIAGE BOLTS
HOT-0IPPED GAIV. WITH WASHERS ¦ AND BITUMINOUS HOT-DIPPED GALV. AND /
0 0 0 o COATED (iYPI BITUMINOUS COATED ¦ ~ TOP OF GRADE (TT'Pl
'r % fir/ ~ f ~ v'Y ~ ~ k ~ ~ ~ ~ ~ 1 ¦ ~ w(~("" ;A. ~ am .T' ` PLAN VIEW
d ~ ¦ I m
{ , 18"MIN e
j CONCRETE ¦ ~ ( .a ~ BASE ~
i~•.•. ~ 3 WETLAND #8B PLYWOOD WETLAND BAFFLE WALL ¦ H 0 RVATH
1 ~ ~ ~ ~ ~ ` „ " ~ ~ B 9 C455 SCALE: N.T.S.. ¦
¦ ASSOCIATES SECTION VIEW
~ ¦
16 CONSULTANT PLACE, SUITE 201
4 NOTE: PROVIDESTEPS 3 ¦ DURHAM, NORTH CAROLINA 27707 C457 ON INTERIOR AND C456 TRASH RACK ~ P 919,490.4990 F 919.490,8953
EXTERIOR OF RISER PER
i NCDOT STD. 840.bb ¦ 537 MARKET STREET, SUITE LL20 (SEE DETAIL) CHATTANOOGA, TENNESSEE 37402
ELEV = 348.1 ¦
f TOP OF RISER P 423.266.4990 F 423.266.5700
f ~ ~ ~ ~ ~ wry/ o' Z 3 ` ~ % ~ ' ~ I C \ \ ~ . / /f ~ NOTES: ¦ www.horvathassoclates.com ' ~
4 1. RISER STRUCTURES WITH MULTIPLE SECTIONS SHALL HAVE GASKETTED JOINTS ¦ ~I ~ C456 STEEL ANCHOR AND SECURED BY STAINLESS STEEL STRAPS (SEE C5/451
STRAP 2. EACH STRAP TO BE SECURED TO MANHOLE RISER BY (2) 3"xl/2" ¦ J POND BOTTOM ELEV = 347.0 : tl a
GALVANIZED STEEL CONCRETE ANCHOR BOLTS AND COATED WITH A _ 3 1----- f- BITUMINOUS COATING. ¦
~ ~ ~ ~ ~ ~ ! ~ ~ ~ ~ r. , , 3. SECURE 4EVENLY-SPACED 12"x4"x1I8" GALVANIZED STEEL STRAPS AT EACH ¦
v J / ~ F ~ I ~ I y ~ Ji ~ (!I I I,,d ! , ; JOINT OF RISER SECTION. A
' ~ 347.0 348 ~ 334.0 l 5 ~ _ ¦
~ ~ ~ o - - c ~ EE LA T LIST ~ k -
~ ~ / asao ~ ~ ~~OR~ET~ILS ' , J/ asap / _ iIS ~ I ¦
~ / -f ~ T~ 356.0 358.0 ~ I V I ~ F ~ 594p / o o f ~ / ~ ~ 1 ~ ~ ~ \
15"0 0-RING RCP ¦ p
a ~ ~ 1 ~ 1 ~
F t} ~ BARREL INV. IN =338.60 ¦ ~ 0
t \ ~
~ ~ ~ 60" NIGH EXTENDED ~ _ ~
' \ ~ BASE MANHOLE SECTION ¦
Z ,
~ UQ
¦
4 OUTLET STRUCTURE p
C455 SIDE VIEW (N,T.S.) ~
p
¦ >F .
¦
¦
¦
SPILLWAY BOTTOM < .>:s~.'•,~•a:°:~.. l.sk 'eta- ' ~ .:q ~ 0 SS'B' RIP-RAP
";!s;?'~:=s:.»~r.,•,...,,;' 7.5'L X 9.4'W X 18"THICK .-.~,a~: ~,.,.;,w.~. WETLANDS
A ~ ~ ~ A 18"THICK LAYER SPILLWAY SIDE
"d4: ~ SLOPES 3:1 f CLASS'B'RIP-RAP ' #8A AND #8B
~,O°r SPILLWAY SIDE .;J,.aK.: P 4, . ~-r . PLANTING PLAN
SLOPES 3:1 r'"`'.=a,,, ~ 1' ~18~~,x~
F ~ Po " ..5,,. ,A
• *~Q ~ 7,~` • ~ r'• 4" FILTER BLANK ~ ~!.fY3yi,~!'' Ct.,e;, is F ! , ia;.'y`_ 4 1 •1„ w
SPILLWAY SIDE 5 SLOPES 3:1
¦
PLAN ~.,y w ¦
WETLAND #8A AND #8B PLANTING PLAN o 15 ~ ~ z~~j ~u'~ ; . NOTE: ;=''w;= 7.5' A FLTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP ¦
C455 scn~e: r~=sa ?'r: ~:-W°$'tit;,~; ~~;'."'-1' a` , 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ¦
~,.,..4~ 1, .?r .'n. ~ , C w ~°';r~ts~t~.;R•°"" ~r~° OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) .
' SCALE: 1"= 30' p UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ¦ 1~ EQUIVALENT.
~ ¦
, 4" FILTER BLANK ` ~ ¦
k ~ ]E~ I ¦
SECTION A-A ¦
¦
¦ aN~~7N1l7Nd~ir 5 WETLAND #8A SPILLWAY PLUNGE POOL VELOCITY DISSIPATOR ~R~``~ ~
END CAP WIiFi I-I/4"ORIFICE 3 L.F 4"PVC SIPHON ~'q 9d®8 !eaw
BARREL INV IN =347.00 C455 scALE: N.TS. ~o w ~8 e
15" PRECAST HEADWALL TOP OF BERM = 352.00 I S" CAP WITH d" ORIRCE TOP OF BERM ELEV = 352.00 ¦ ~ x
INV=3/6.00 I INV=347.OD
3 I-III- 11-I ~TI I I 3
'-III-IIII-III-I I I_I I I-f I C-III- ~Y~RWATERSURFACEEL~,=3.26 BARREL INV OUP=346.00 + ~ _=II(-I_I,-f III- ^ p ~Y~Wf`TER SURFACE ELEV=348.88
¦
42 L.F. 15~~ RCP Z.3H/O POND BOIIOM=347.W EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" b RCP ¦
- NATURAL GROUND ` f ` Ti MICRO POOL BOTTOM=30.5.OD - ~ i ~-I i ¦ I I 3 4"0 ORIFCE IN STEEL PLATE INV =347.00
~ I-~ i~-" (-'i'-III- (-III-) I-I 1-"I-~' I-) I I-I' I-' (I-I I~-III-" ~ I-) I 4"PVC FLANGE EPOXIED TO STEEL PLATE ¦
-I 11=1 11=1 11=1 11=1 I ICI 11=1 I I-I 11-III-I 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-I 11=1 I(=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 I i-III-III-III-I 11=1 I I-I I i-I 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 C I-1 11=1 11=1 11=1 I I-1 11= MATCHING INVERT OF PVC TO INVERT OF 15"f6 RCP ¦ I I
15"0 RCP INV = 347.00 ¦
i I-III-III-III-I i I-III-III-III-III-III-III-III-I I. ~ TREdCH,~~S~~CIFIm~ ~-III-III-III-1 I I-I i I-III-III-i I I-I
-III_III-III-III-III-III-III-III-III-III-I _500'_ ~-BYG~T~HN;~EN~NEER, I I-III-I I i-i i I-i I I-III-III-I I I- ~'I ~~1 ~ L,~V/0 4"PVC 45 DEG ELBOW ¦ I I ¦
1=1IICIII-III-III-II1=1II-1I1=1II-II1=1II-II1=11I-II1=1I1=1I1=1II-II1=1I1=1II-1I1= - NORMAL POOL ELEV = 347.00 ~ I
-I I I-1 I i-1 I I-I I I-I I I-I 11-1 I I-I 11=1 11=1 I I-III-i I I-1 I I-1 I I-1 11=1 11= II ~ 2 4"PVC CAP WITH ¦
- -III-III-III=III-III-III=III=III-III-III= _ _ ~ ~ ~ I 1-1/4"ORIFICE ¦ I
~2 ~ 1 O I ¦ DRAWN BY: CHECKED BY:
MLJ JES
MICROPOOL BOTTOM ¦ ' ; ELEV = 345,00 DATE 3-25-200$
~ S
I
€ ,m,- ~ ..~„j i ! _ I i_~.. # ~ ~I~ ~ m ¦ scALE AS NOTED
I
PROJECT NO
¦ 0713
r2-\~WETLAND #8A DRAWDOWN ORIFICE OUTLET PIPE C455 o 2.5 s ,o ¦ SHEET NO.
SCALE: 1"=S SCALE: 1"= 5
6 WETLAND #8A DRAWDOWN ORIFICE '
. C455 C455 SCALE: N.T.S.
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
¦ f
¦ r I ~w..t
¦ ~
f' ¦
10.00'
¦ z._... _ r
¦
3 3 ¦
1 ~ ¦
¦
15 L.F. SHARP CRESTED WEIR ELEV WEIR ELEV = 348.60 ¦
¦
0
NATURAL GROUND _
POND. BOTTOM = 347000 ¦
; HORVATH 4(TYP) ASSOCIATES
~ - - - -
J
¦
16 CONSULTANT PLACE, SUITE 20T
1 1 ¦ DURHAM, NORTH CAROLINA 27707 ¦ P 919:490.4990 F 919.490.8953
1 1
7.5' L X 9.4' W X 18"THICK KEY TRENCH (AS SPECIFIED ¦ 537 MARKET STREET, SUITE LL20
CLASS'B' RIPRAP 5.00 BY GEOTECHNICAL ENGINEER) ¦ CHATTANOOGA, TENNESSEE 37402 P 423.266.4990 F 423.266.5700
¦
www.horvathassocfates.com
CONCRETE SLOPE PROTECTION KEY CONCRETE ¦
(SEE BASIN OUTLET STRUCTURE NOTE'D') 1' IN GROUND (TYP) ¦
¦
¦
¦
¦
¦ Q
Z
¦
¦ Q ~
¦ 0 Q
¦ NU
l
~~~J ~ 0~ d/ = o
¦
100 YEAR WSE = 349.73 W
~ = 15.00' Z
SHARP CRESTED WEIR ELEV = 364.90 U ~
¦ OQ
¦ ~ _
¦
0 ¦
¦
¦
7.5'LX9.4'WX 18"THICK WETLANDS #8A
CLASS'B' RIPRAP
AND #8B
DETAILS
~ 0 1 2 a
,
C456 scA~E: i -2 SCAIE; l" = 2'
6.3' DIA. REBAR RING ¦
4.1' DIA, REBAR RING ACCESS GATE
6.3 LFx7k2'kl, 6.3 LFx7k2'kl/4"ANGLE ¦
END CAP WITH 1-i/4"ORIFICE 1.0' ¦
3 LF 4"PVC SIPHON BARREL INV IN = 334.00 ELEV. =341.6( 4^ 3"xl /2"BOLT ELEV. =341.60 0.50' 2,~ n 1 /g" ¦
„ 15"PRECAST HEADWALL 0.50' * A - ¦
15 CAP WITH 4"ORIFICE INV = 333.00 (TOP OF RISER TOP OF BERM ELEV =338.00 INV = 334.00 TOP OFBERM = 338.00 (TOP OF RISERI - • ~ , ' ~
25 YEAR WATER 3 #4 REBAR (TY #4 REBAR (TYP.) ~ #4 REBAR + ~ ~ao°~~{ 3S1 ~ ~a~
SURFACE ELEV = 336.06 1 YEAR WATER 3 1 SURFACE ELEV - 336.10 1 BARREL INV OUT -333.00 0.73' ~ ¦ ~ ~ u
f ~ , day . TYP ~ y. u k.<. ¦ I w ~
POND BOTTOM = 334.00 ii ~ ~ ~ - , „q , ~ ~
= 36 L.F. 15 R v Ak CP@2,770 i M~~'... ~ • RISER JOINT ~,~°~~;~CIN~;~~°~~~ CENTER STRAP
1 1 _ MICRO POOL BOTTOM=332.00 ..R....-, ~ ELEVATION VIEW " ON RISER JOINT a <g ¦ ~ ~~~°~^1`~ $
I-µ- 2 I 2-- NATURAL GROUND ( ~ ~ ~ ~ w...__. ~ ~ ~ ~ r... ~,.Aa.' ¦ ~atrnusicsa~++4' 118 •ioll~
" ~ ~ ~ ~ ~ ~ . _ 6.3 LFX2"X2'7(1/4". n ws
( ........W. Sj ~...I_ 1..._.. 6.3 LFX2"X2'7(1/4" ANGLE ~ ; g~ ~a.. .A 3'k1/2"BOLT ¦ 4' DIA MANHOLE ~o ~ RISER ~ ~..''~s ~'r'F . ¦
#4 REBAR WELDED ~4 REBAR WELDED ~ u•~ ¦
(TYP) (SEE NOTES) (TYP) (SEE NOTES) 10o TYP ¦
w ¦ ,y
J ~ ~ ~ ACCESS GATE ¦ I I
~~h ~
~ ~ 4.1' DIA. REBAR RING ¦
6.3' DIA. REBAR RING ¦ I I '
¦ 3.15' I I
¦
PLAN VIEW ¦
NOTES: DRAWN BY: CHECKED BY: NOTES: ¦ MLJ JES
i. ALL REB i. ALL REBAR SHALL BE #4 REBAR.
2. ALL RE8 2. ALL REBAR AND ANGLES SHAH BE GALVANIZED WITH A BITUMINOUS COATING. ¦ DATE
3. THE HO' TRASH 3. THE HOT-DIPPED, GALVANIZED 2'kTxl/4"ANGLES SHAH BE WELDED TO THE REBAR ¦ 3-25-2008 TRASH RACK. ONCE WELDED, THE ENTIRE ASSEMBLY SHALL BE SECURED TO THE
MANN( MANHOLE RISER WffH ANGLES SITTING DIRECTLY ON TOP OF THE RISER. ¦ SCALE
AS NOTED
/ d \ CTFFI AN('N(1R CTI?AP ¦
v~~~ i wvn v~~ PROJECT NO.
3 4' DIA TRASH RACK C456 12° x 4'x 1/8° GALVIANIZED SCALE: N.T.S. 0713
r2-\~WETLAND#8B DRAWDOWN ORIFICE OUTLET PIPE C456 SCALE: N.T.S. SHEET NO.
C456 o 2.s s io SCALE: 1"=5'
SCALE: r'= s'
¦ C456
¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERLY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
¦
¦
¦
¦
¦
10.00' ¦
3 ¦ r
3 - 12L.F. SHARP CRESTED WEIR ELEV - 336.10 ¦
0 1 0~ r 1 ~
3 L.F. EIR NOTCH ELEV = 335.20 ci o ~ o
O N ¦ ~ N
N
NATURAL GROUND M V POND BOTTOM = 334.00
r- - - - - - 4" (TYP) ~ , H 0 RVATH
ASSOCIATES
J
16 CONSULTANT PLACE, SUITE 201
`r ~ DURHAM, NORTH CAROLINA 27707 ¦ P 919.490.4990 F 919.490.8953
7.5'LX6.4'WX 18"THICK
1 1 CLASS B RIPRAP ~ 537 MARKET STREET, SUITE L120
1 1 ~ CHATTANOOGA, TENNESSEE 31402
KEY TRENCH (AS SPECIFIED P 423.266.4990 F 423.266.5700 'ECIFIED ¦
BY GEOTECHNICAL ENGINEER L ENGINEER) www.horvathassociates.com
5.00 l ¦
CONCRETE SLOPE PROTECTION
SEE ( (SEE BASIN OUTLET STRUCTURE NOTE'D'} KEY CONCRETE ~
1' IN GROUND (TYP)
¦
¦
¦
¦ Q
Z
¦ Q J
¦ Q ~
_ , ¦ ~ O Q
U
~ ~
L 6.00' 3.00' 6.00' J ~
100 YEAR WSE = 336.46 0 W ~
= SHARP CRESTED WEIR ELEV = 336.10 z ' z
WEIR NOTCH ~ U~
~ ELEV = 335.20
~Q
~ ~ ~
' D
~ ~ ~ ¦
- -ice' •
~I--------- -
7.5'LX6.4'WX18"THICK ' WETLAND # $B
CLASS'B' RIPRAP
DETAILS
~ 0 1 2 a
C457 SCALE:1"=2'
SCALE: 1" = 2'
SPILLWAY BOTTOM ~ ` ^ ' EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" 0 RCP NOTES: ALL STEPS SHALL PROTRUDE 4"FROM INSIDE FACE OF STRUCTURE WALL. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION Q Z ¦
'•'^Yx°''~``°~:~;_,~°;~.`'p~~ NCDOTCLASS'B'RIP-RAP ,'m••"° 7.5'L X 6.4'W X 18"THICK 3 4"0 ORIFICE IN STEEL PLATE INV = 334.00 OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS ? ~ } " OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ~ ~ 3 ¦ ,
A " " A 18"THICK LAYER SPILLWAY SIDE 1 4" PVC FLANGE EPOXIED TO STEEL PLATE
;ka•;;~ SLOPES 3:1 CLASS 'B' RIP-RAP . ~ ` MATCHING INVERT OF PVC TO INVERT OF 15"0 RCP I ro 2 h T~ / o ~ I.. ~ 0 K a w . \ ? V 4~fi'Y cry ~i ay,
>'s I, 6.4'
'1`" " 15"DJ RCP INV=334.00 m a ~LLOQ d; \o.C,~O,yA~ilr ~Y~CS~~~,~ya. p ~I 0 O H ~ ¦ I ~~Ipyl i. a7~1~'~11(~ ~y~0, ~
SPILLWAY SIDE t"'•~ a u; . :r,:~„ 51~ ~I Q w o ¦ \VI °#9AY°~IUO9aC,9 . Y V ~~'~pJ~
SLOPES 3:1 18"<, ,<,.~~r; 1' ~ p 4" PVC 45 DEG ELBOW %,rn.gru~•. PLAN
'.ze' • ' '1 - ~a~'. ~ NORMAL POOL ELEV = 334.00 PLAN ~ SIDE m ~ 51DE ~ ELEVATION ELEVATION W , I
nk.aio °.j,4 `ti Fd ~F'•'l. Ct?'1Px• f'. P~ Q.f :i '•1 ~ ^.k k' i •~a 4"FILTER BLANK - .ty^. . ; f~ fp ~ ;
~ c ^ µ a y..P.,'4'•" yw^' if ,~y',;~. 4"PVC CAP WITH la vz' ~ CAST IRON p ~ ¦ LL m ELEVATION CAST IRON ELEVATION 0 W ¦ I
,g,r~:a:«'°;;~"n;'R" :~.;r;':@R:'^' 1 1-1/4"ORIFICE SPILLWAY SIDE
SLOPES 3:1 N 3 ~ H
PLAN r:• .0 .0 13lI6' O U ~
;.+,,;µ:y~,,~~.W,~,,.. NOTE: ~ MICROPOOL BOTTOM I^ 8314" ~ II/a' ~ #B BAR OR ¢O ~ ~
7•S A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP .~~,r;~„7.•0 • • .,A; ELEV = 332.00 u 114" - GALY'D. Z V). . P LYPR P l NE F Ll.l ~
-'~:;w,,, • 1' R * 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST 518" ~ PLASTIC H
~ as°>::::: OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) " 1~ UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ~ T J Q
EQUIVALENT, uz' SIDE SIDE O Z 1/lf' h - ELEVATION PLAN ELEVATION w Q ~
, i ~ COMPOSITE ~ ~ I I
4" FILTER BLANK #3 DEFORM REINFORCING STEEL 114" TEEL R D ¦
NOTE: DRAWN BY: CHECKED BY: ELEVATION SECTION A-A 12' NoT TO 8E IISEDINSANIfARY 3HEEflOF1
SECTION A-A ELEVATION SEWER MANHOLES. 840.66 ¦ MLJ JES
~ DATE
~ 3 25-2008
~ SCALE
AS NOTED
A Il/l"TI l\111 IIAn f~111111~/lei ni ~~~~~r~~~. .i~~~~.~.. n..nn.w
L VVCIL.f11VU fFt5t5 -)t'ILLIIVAT t'LUNC7k I'UUL VtLV(.:II;Y UIJJIrAIUK --~WETLAND #8B DRAWDOWN ORIFICE PROJECT N0.
SCALE: N.T.S. 3 C457 ¦ 0713 r4'-~NCDOT DRAINAGE STRUCTURE STEPS
C457 SCALE: N.T.S.
C457 SCALE: N.T.S. sHe~r No.
C457
¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
¦
¦ y N a 4~, ~ .y ~ yj ~ ~ I Y,.~
~ ~ ~ ~ ~ --fir ~ 1 ~ ~
° r,
~ ~ r ~ ~ ,K f C ~ . ~ d,..L . x.+:
B.. ~ ¦
"a ~ ~ 1 ~ f
TLS ~D I~ ~ ~ ~ ~ I ti -,--TLS 1~ "~I~ ~ ~ \ ~ ~ t ~ ~t ~ ! ~ ~ '
¦
RCP ~ B } I I f ~ '
BE~ ~ RCP ~ B \ CBY ¦

~ I ' I ¦
GE ASS 0 C I T E S
,,-PV L ¦
A FFfi' t ¦
# J 1 1~ ¦ 16 CONSULTANT PLACE, SUITE 201
' E t ~ DURHAM, NORTH CAROLINA 27707 £ ¦ P 919.490.4990 F 919.490,8953
,..w-~" , j ,
RI IC~ IN = - - _ f I ¦ 537 MARKET STREET, SUITE LL20
' 3'N• 368A 365A ~ . ~ ~ / 370U 359A gyyp ~ 368.0 368,0 ~ j r ¦ CHATTANOOGA, TENNESSEE 37402 ~ 364.0 362 0 , ~ ~ M ~ ` P 423.266.4990 F 423.266.5700
ssa.o 3 48/LF l~b~~
~--X362.0 O %1 ~ 358A 4.0 \ ~ ~ ~ ~,b; o , n~ ~ . www.horvathassociates.com
356.0 354. ~ ~ ~y~ n~' / 356.0 ~hv ~ 1.,, f ~~35 y`' ~ M ,
355.5 o J( / / ~ ~ ~ ~ 355.5 ~ ~ ~ , ¦
\ 3555 -~asb'~ ~qu~ ` ~ !//f t ~ ~ ~`4-,.,,
35.5 s ~ 95 ~ b ~ 1~ ~ ' h / ¦
~ ~ NORMAL OL ELE =336:0 ~ ~ o ~1 / ~ 355.5 ~ 356 1 ,I' _ ~ ¦
\ / ~ 355.5 3`.~b~ ~ ~ ~ f~~EC/AST ' ~ \
~ ~ , EA~ WA L
_ _ ~ \ INVOUJ~35~0 - - ~
360' / ~ ) ¦ Q J
-y - - ~ _ ~0 62 p1dN~ ~ ~ / 4" T4iIC~ON~ETE _ ' / ~
3 ~ r ¦ Q
R ~
_ _ C (7- - - _ 362 ..,r"' ~ ~ ; f / r"'`
~ ` -ZQY X620 ~ ~ ~ ~ J r~ /Y~ ~ ~ .
~'"W,4FIAB~E-WIDTH' _ ~16E'SIfiARP ~ j~ J, - _
~oT.n~w,a~€Ra~~ss- ~~.-~'R~s~swt~~r- / ~ / - - - - LL 0
_.~--._eas€n%tEw~- ~RESI-ALE =35-7.9-~ ~ -`'j
} ~ ~.~."5~ -~'f, R, M BUFFER,,. ~ ~ _ i ~1%WIDE EIR ~ ~ f ~ ~ ~ ~
~BP FB?CNK~._--- Nl0 ORES ~ ~
i .V .J ~ D
, .r''`te'" ~,r \ ~ N,,''~" _
\ \ ~ ~1 -'~`~1.?tL~WP1'-PtYJNGE..PO62L.. ass ~ - i ~
~ ~ \ \ jt ,..-a.s~r~c rsw x't-s rH~c ;.-f,., ~ . ~ \ ~
' WETLAND #9
GRADING AND
PLANTING PLAN
WETLAND #9 GRADING PLAN
AND #9 PLANTING PLAN '
C458 SCALE:1"=30' ~ 15 D 2 WETLAND scn~e:r=aa a C458 SCALE:1"=30' 0 15 30 60 ~
N 1' ¦
SCALE: 1" = 30' N ~
¦
¦
¦
¦
¦
0
om v [Bl ~ ~ ~ bra ¦
ti~z GENE 9ypp GEFiEHAt 1~0°T~~ r ~ ~ ~ ¦ p e 1N 7H~ 4'~Ci3t~C. l~lkd~il pYT~l~S, Pii@t°, ~u" ~Xl'R~l3%ON,~gI~T~ I,~.-°_.,,~.,. ~ ~
~.o~r 9yen. S4`. ^~s ~xA:. PIOi ~~aDm-. BETY a ~ ~ sa a~~vat,~ A~:~ ~r~arTS 1k711~r ~ PFlt3t'05Et1 az~c~~s u~r II:~ 1 ~ Q ~ '"~I ;ICI ~ : ~ ¦
A~~~a~~~~~ ~r.~a ~~t~v~c ~oz~~s~, ~T as1' ~PITERIfALS, I I~w.~~~.... ~ ~ ;I1i
t'3~~ BETIYE~N EXP~SYCIN JC~IN'C~. ~ I 'I ~ ~ ~~~~±+~2. t , • ~r I t E t~ ~ ¦ °°ascn~a~ar3~ez VIII.- ` . II=.-`I I--~ill-. ~.-~~~a
z.~+$~~. AS' ~°T~„~yi c~~ ,c~~~»l~~r 1"zarFl Ain s~~P 1~~~~,~~1~ 4°` 1~~~ PAVEIx az~cli~,~ ~ , _ ; r...~. ? ~ ~ , ¦ e . ~ , ~t &o ~ AS SHIM QR AS OTR£CTED .pY THE. El$GINEE~. ~ u~ r- ~ , =,b~, p
~o~ a~r~t C,R~1=S A60YE Eff105tUN a~~r~l~l~.; 1;~1~~1~~L, ~AT't"~t3G AS p~TH fl ~~~n a 4~~~,.
~y +~~~1@•~+~+srzo7~~s'~ ~>w~:~AVr~~~~ a.~~~z~~~U~ ws~~~~s o~ ~~:~r r ~ AN,~~._t1Ll"~`Ll"~" ~ ~ 1
cuo aY i At 111E f+7`~4~~~f3• _ ~ ~kA~ ~ ~~p ~ . YYY N S ,r((,{,!~ pit, bqy
END CAP WITH I-7/d'ORIFICE _ q~ 4° ~ ~9 ai?It~ a~~~0y`r
TOP OF BERM ELEV=362.00 3L.F 4"PVC SIPHON TOP OF BERM=36200 BARREL INV IN =356.00
IS' PRECAST HEADWALL 75CAP WRH 4"ORIHCE 3 3 ~NV=355.00 I ~
25 YEAR WATER ENV ~3~~~ ~ -III-III-~ I I~I I-) I I--) I I ~ SURFACE=~.~ ,y~RWATER - II-III=III=III-iII-III-III-III=III-III w..~.M,m:~~ ~
SURFACE ELEV=357.84 BARREL INV OUT=355.00 O Z
~ ~ &"~e CHANNEL ID [A] [g] CHANNEL SLOPE ~ . ~ ~ MIN' MAX [%J ~ t~
PONDBOnOM=~.~ - =III-1 I I-1 I I-III-III-III-III-III-III-III = : ' ~ p _ 48 L.F. 15" RCP @ 2.08% m = ~o 00 _ _ _ _ _ - - 1
~ d~~~~ _1~~~E~ JQ~~l7 QWIG ~~t~AN~~t~N DB# 7 OUT 1' 6' 10 30 F~+ ¦ I I
~ ~ ~ DB # 8A OUT 1' 6' 3 40 I:t ¦
-III-I I'-2= BO1OM'~'°° _ - I I-III-III-III-III-III-I I {-I i f-III-III-III-III-III-III-III-III-III-III-I I i-III I = NATU~~OUND m g DB # 9 OUT 1' 6' 2 40 ~ ¦ ( ( ~Id
-1 I I-1 I I-I 11=1 I I-I 11=1 I I-I 11=1 I I-t I I-1 11=1 I I--III-I 11=1 I I-1 11=1 11=1 11=1 I I-I 11=1 11=1 I I-I 11=1 11=1 11=1 I I-III-III e g
III-1 I I-1 I I-I 11=1 I I-I i 1=1 11=1 I I-III-III-1 11=1 I I-1 I~;- =1 11=_, }-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-I 11=1 f I-III-III- . o 0 r,nQ ~
- i I-III-III-J I I-i I I-III-I I I BY G~ ECHN^CA ~~NEER,- - 5' -III-i I I-III-III-III-III-III-III-III-I i I-i I I-III-III-III p
I I ICI 11=1 11- ~ ~ ~ ~ ~ f= 11=1 11=1 11=1 11=1 11=1 I I-III-III-1 I I-III-I 11=1 I I-1 11=1 I I-1 I!-1 11=~
- -1 I I-1 11-1 I I-1 I I ~ I I I i I I I-1 I I-1 11=1 I I-1 11=1 I I-1 11=1 11=1 ~ 9 ~ ~ -r. NOTE: AREA CLEARED TO BUILD BYPASS CHANNELS H ~ ' I (
~n SHOULD BE SEWN WITH GRASS IMMEDIATELY AFTER ~ DRAwN ar: CHECKED BY:
~;'tT_;~L~NG~`~q~~L ~GT~N t~,_ ~AV~l3 ~~T~ft CONSTRUCTION OF EACH CHANNEL IS COMPLETE. ~ ' MLJ JES
tfOt#~NC 1r CUE`iTAI~ 6~AL1r LtI~.GU1F~~~ AT EACH ENp ~ DATE
~s~ w~~i. ~~x ~Hti ~z~~~s s~ °~,fra ,nc~~~r'7a ~ 3-25-2008 't~rxaa~° a~xuaT~or+~ r.~~ r~~e~ rn. sr~u~~uw~ i~seBP~a~~ ~ ¦
wr»~ T~~ ~a.~v ~~..~~r ;o Eon ~ ~xe~. _ ~ scA~E AS NOTED
nw~ri or.in ~o nQe~ninn~ni~.i nQiGir,~ ni iTi Gr pipG ~
713 ¦ i7 l
C458 SCALE: 1"=5' 01 0.0 I ¦ PROJECT 0NO.
SCALE: l"= 5' ¦ SHEET NO.
4 CONCRETE CHANNEL ¦
C458 SCALE: I"=30' C458
¦
¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
¦ L
¦
6 ¦
¦ ~
10.00' ¦
3 3 ¦
1 1
¦
¦
14 L.F. SHARP CRESTED WEIR ELEV = 357.90 ¦
0 NATURAL GROUND ¦
0 1 L.F. WEIR NOTCH ELEV = 357.10 o o; : H O RVATH
o ¦ ASSOCIATES
M= ~ _ . T
_ _ _ ¦
4" TYP ~ 16 CONSULTANT PLACE, SUITE 201
r," ¦ DURHAM, NORTH CAROLINA 27707 L ¦ P 919.490.4490 F 919.490,8953
n.
¦ 537 MARKEt STREET, SUITE LL20
1 1 ¦ CHATTANOOGA, TENNESSEE 37402 P 423.266.4990 P 423.266.5700
1 1 KEY TRENCH AS SPECIFIED 7.5'LX7.6'WX18"THICK ¦ www.horvathassociates.com
CLASS'B' RIPRAP ¦
BY GEOTECHNICAL ENGINEER) 5.00' ¦
¦
- KEY CONCRETE
1' IN GROUND TYP ¦
CONCRETE SLOPE PROTECTION ¦
SEE BASIN OUTLET STRUCTURE NOTE'D' ¦
¦ Q
Z
TOP OF BERM ELEV =362.00 ° J ¦ Q~
Q ~Q ¦ U
---J ¦ ~ Q ~
- (Z/ _ ~ ¦ ~
- - L1J ~
z z - -
~ U -
0 100 YEAR WSE = 386.45 7.00 1.00 7.00 - ¦ Q 0
SHARP CRESTED WEIR ELEV = 357.90 ° i ~ ¦ ~
~ WEIR NOTCH ELEV = 357.10 ¦
¦
¦
~ ~
¦
~I--------- - ~ ¦
7.5'LX7.6'WX 18"THICK ' WETLAND #9
CLASS'B' RIPRAP EPOXY 15" Q STEEL PLATE TO GROOVE IN 15' 0 RCP ¦ D ETA i LS
3 4"0 ORIFICE IN STEEL PLATE INV =356A ¦
1 4"PVC FLANGE EPOXIED TO STEEL PLATE
, , ~ Y. . ~ ~ MATCHING INVERT OF PVC TO INVERT OF 15"0 RCP ~ ^y, S. b ~ k
15"0 RCP INV = 356.0 ¦
~ 0 1 2 a Q0f ¦
15" RCP @ 2.08 /0 4" PVC 45 DEG ELBOW ¦
C459 SCALE: i°=2' SCALE: 1" = 2' NORMAL POOL ELEV = 356.0 ¦ ~C.. k~~ '1.. ~lR..9 d Y 11
¦
t ~ I""""""-""-"" 2 4" PVC CAP WITH
1 1-il4"ORIFICE ¦
i ¦
~ ~ ~ ~ m--~-- ~ MICROPOOL BOTTOM ¦
~ ~ ~ ELEV = 354.0 ¦
a~-o° o.c. I ~ ~.a ~
z-3!a" POSTS SHALL BE E UALLY
Q SPACED
3"
0 0
1.318"QYP.I 2X6 ' 2 PRESSURE-TREATED ~ 4 WETLAND #9 DRAWDOWN ORIFICE~~~
MARINE-GRADE sae ~`$-;is' POST WITH „R •."+,'';s• s'"o.c. SPILLWAYBOTiOM ' s;=., ,
PLYWOOD CEDARCIDE ON 'f a " NCDOT CLASS'6' RIP-RAP BOTH SIDES OF ;.,A' ;;1`~ 3~;~fw~:~~~• 7,5'L X 7.6'W X 18"THICK C459 SCALE: N.T.S. ~ ~f~ tp' e"~
(BS-lO$8 PLYWOOD ' ~ , ~';f.:~ ''K"~~ SPILLWAY SIDE .WAY SIDE ¦ ~ g
1 10' ° SPEC) o A ' A 18 THICK LAYER ~ CLASS'B' RIP-RAP SLOPES 3;1 TREATED WITH 'ES 3;1 \ ~ _ .
CEDARCIDE 3 ~ :ei. 7.6' . ~ v
x a" CARRIAGE BOLT •n;• ~0 1. 1. WITH WASHERS >,a,:•~,
p`'r' r~ HOT-DIPPED GALV. SPILLWAY SIDE • 4~9e ~ ~~~ee1 p~~p~~
AND BITUMINOUS •~~&~;~r~ 1.5' 0 0 0 o COATED (TYP) SLOPES 3:1 .''4-~'•~ 1' ¦ V tl
TOP OF GRADE P HEADWALL NCDOT CLASS'B' RIP-RAP
~ I ~t ° I- " ~ • 4"FILTER BLANK 15'l x 18'W x 18"THICK ¦
+p r :'P"; „a:. `i: :,i.:: far. 18"THICK LAYER
• ~ - SPILLWAY SIDE A A CLASS'B'RIP-RAP ¦ 18' ¦ I I
SLOPES 3:1 2' 2' ¦
~ 18"MIN • . • . PLAN
CONCRETE ..:.r'".,°;•1<;<:,,,.., 2' 1 ~ ¦ I
BASE •m ,d . •a g'~j. :,~.~~.,>,..,,a NOTE: • • , ~ ' , a . ''y^,,,,, ~';,p~ ;~<;'~p 7.5' A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP RAP ° ~ ~r ¦
$ . , ,,5, .<< : , l • . , ~ „ 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST SIST 30"0 RCP A,'.;..;<." r,,, ,ti 4"FILTER BLANK ¦
~ . ` ~ ~ ~s<o•..; ' t•" ~ ' ~ f"'`•'~ OF A MINIMUM a' THICK LAYER OF STONE INCDOT #57) k • ~ ~ ~ ~ ~ . UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ED 15
. s 1' • ' ~ • • ~ ~ EQUIVALENT. ¦
Y2"MARINE-GRADE PLYWOOD Y'"MARINE-GRADE PlYW00D SECTION VIEW (BS-1088 SPEC) TREATED WITH CEDARCIDE (BS-1068 SPEC) TREATED WITH CEDARCIDE PLAN I ¦
4' FILTER ELAN HEADWALL ¦
PLYWOOD JOINT DRAWN BY: CHECKED BY:
2x6 PRESSURE-TREATED POST SECTION A-A 2.1 A FILTER BIANKEf SHALL BE INSTALLED BETWEEN THE RIP-RAP
WITH CEDARCIDE (TYP) 30" 0 RCP .F AND SOIL FOUNDATION, THE FILTER BLANKET WILL CONSIST ¦ DATE 3-25-2008
iv ~ ~ OF A MINIMUM 4"THICK LAYER OF STONE ~NCDOT #57) ¦
UNDERLAIN WTfH MIRAFI FILTER WEAVE 700 OR APPROVED EQUIVALENT. ¦ SCALE AS NOTED
x a"CARRIAGE BOLTS ~ ~
WffHWASHERS ~ _...a . _ .
HOT-DIPPED GALV. AND S WEILANU #Y SPILLWAY t'LUNGt t'UUL VtWCIIY UISSIt'AIUK FILTER BLANKET PROJECT NO
2 WETLAND #9 PLYWOOD WETLAND BAFFLE WALL BITUMINOUS COATED (SEE NOTE) ¦ 0713
C459 SCALE: N.TS. ~P) C4S~I SCALE: N.T.S. SECTION A-A ¦ SHEET NO.
PLAN VIEW
r5'**~~HW 9 PLUNGE POOL WITH VELOCITY DISSIPATOR . 0459
C459 SCALE: N.T.S.
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED