20072022 Ver 2_Stormwater Site Plans_20080516

¦ PIN:0860-03 33-3314 PID:193344
PIN:0860-0120.8767 PID:193361 '
PIN: 0769-01-28-,5772 PID:193301 '
PIN: 0769-0127 6679 PID; 203869 ¦
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DEVELOPER
EAST DURHAM LAND COMPANY, LLC W o~-aoaa v2
201 SHANNON OAKS CIRCLE L
s .~rxv.. ~ t' RALEIGH, NC 27517 ~ ~
P: (979 4653312 ~ r ~ a'~
F: (919) 4653383 ~ ~
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ENGINEER/LAND PLANNER
HORVATH ASSOCIATES, PA ~ DEVELOPMENT SUMMARY •
16 CONSULTANT PLACE, SURE 207 ~ ¦ HORVATH
DURHAM, N.C. 27707 ~ ~ ~y -~i P: ~979~ 490-4990 SRE SUMMARY
F: [phone] - QV E RALL PLAN - D W Q S U BM ITTA L GROSS LAND AREA: 42260 Ac ¦ ASSOCIATE S
e-mail:Jeff.roachC)horvaihassociates.com ~_~~'~~.'~J _ EXLSIWG TONING: RR ¦
WATERSHED: F/J-B 16 CONSULTANT PLACE, SUITE 201
RIVER BASIN: NEUSE ' DURHAM, NORTH CAROLINA 27707
EXISTING USE: UNDEVELOPED LAND ¦ P 919.490.4990 F 919,490.8953
INDEX OF DRAWINGS: LEESVILLE ROAD/DOC NICHOLS ROAD, DURHAM COUNTY, NORTH CAR C~00 COVB2 SHEEP CAROLINA c~Y LIMIT DIHSIDE ®OUTS~E
URBAN GROWTH AREA ®INSIDE ©OUTSIDE ¦ 537 MARKET STREET, SUITE LL20 CHATANOOGA, TENNESSEE 37402
IONBJG: PDR 3A ¦ P 423.266,4990 F 423.266.5700 DEVB.OPMEMTI~t: SUBURBAN ¦
NS-1 INFRASTRUCTURE LAYOUT MAP r~ww.harvathassar~tates,ca~r
NS-7 DRAINAGE MAP LOT SUMMARY '
0450 WETLAND # 1 B GRADING AND PLANTING PL4N TOTAL LOTS =499 (369 SINGLE FAMILY LO1S;130 MULT~FAMIIY) ¦
0451 WEMND # 1 B DEfA1LS MAXIMUM BUILDING HBC~iT=35 ¦
0452 WETLAND # 7 GRADING AND PLANTING PLAN
0453 WETLAND # 7 DETAILS MINIMUM LOT SRE = 6,500 SF ¦
0454 WERANDS # &4 AND # 8B GRADING PLAN AVERAGE LOT SRE = 7,500 SF ¦
0455 WEMNDS # 8A AND # 8B PLANTING PL4N AT LEAST TWO PARKING SPACES WIIL BE PROVIDED PER TOWNHOME (THESE CAN BE FULFILLED WITH THE USE OF GARAGES) ¦ 'Q
C456 WEMNDS ~k 8A AND # SB DETAILS SINGLE FAMILY REQUIR®PARKNG: 2 PER UNt<= 738 SPACES ~ Z
0457 WERAND # SB DEfAIIS MULTFFAMILY REQUIR®PARKING: 2 PHt UNR =260 SPACES ' ~ Q O
0458 WERAND # 9 GRADING AND PLANTING PLAN ~~~~On~/~ PARK~IG PROVIDED:1 SINGLE CAR GARAGE PER UNIT ¦
0459 WETLAND # 9 DEfAIIS W ~LS~ PARKNG PROVID~:1 DRIVEWAY SPACE PER UNIT ¦ Q ~ Q
MAY 1 B ?008 Q Q U
MfaexonsA~o sio2Mwa~e e ~ ~p~
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WAKE FOREST HWY. (NC 98 ~0=
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IMPERVIOUS SURFACE AREA CALCULATIONS '
(Phase 1) '
TOTAL AREA = 422.60 AC (18,408,566 SF) ¦
O~ MAXIMUM ALLOWABLE IMPERVIOUS AREA = 4,418,055 SF (24%) ¦
STREETS /SIDEWALK /PARKING = 988,035 SF (5,36%) ' _.M....._..:,_.~_.......~....,~~.,~.
5~~~ RoPO N TOWNHOMES: N COVER SHEET
o~ 130 UNITS x 1,200 SFNNtT =156,000 SF (0,8596) ¦
60' UNTfSi ¦
152 UNITS x 2,400 SFNNtT = 364,800 SF (1,98 ¦
70' UNITS:
~~~~F 105 UNITS x 2,800 SFNNTf = 294,000 SF (1,5996) ¦
80' UNITS: ¦
U 112 UNITS x 3,200 SFNNIT = 358,400 SF (1,9496) ¦
O MISCELLANEOUS RESERVE =13,254 SF (0.0796) ¦
O ~
CLUBHOUSE/POOL =101,b64 SF (.5S%) ¦
~Z TOTAL PROPOS®IMPERVIOUS AREA = 2277.153 SF (12.3796) ' ¦
¦ FUTURE IMPERVIOUS SURFACE AREA CALCULATIONS
KINARD RD. SITE ~y (total Build out) '
TOTAL AREA = 422.60 AC (18,408,566 SF~ '
MAXIMUM ALLOWABLE OVERALL IMPERVIOUS AREA = 4,418,055 SF (2496) ¦
~O ¦
PHASE I IMPERVIOUS = 2277,153 SF (12,3796) ¦
4 PHASE U RESERVE IMPERVIOUS AREA = 2140,902 SF (11.6396) ¦
ONE R VICINITY MAP NO R~~ '
PO OV~AI. FUTURE IMPERVIOUS AREA = 4A18,055 SF (2496) ¦
LEESVILLE READ GPRP~N~ERP ¦
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APPROVAL STAMP ¦
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NO SCALE ¦ ¦ I I.
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DRAWN BY: CHK~D BY:
¦ MLJ
¦ DATE
~ 3/24/2008
¦ scar N/A
PROJECT NO.
THIS SITE PLAN WAS REVIEWED AND APPROVED UNDER THE ¦ 0713
UNIRED DEVELOPMENT ORDINANCE ADOPTED ON JANUARY 01, 2006. ¦ SHEET NO.
ASE #D -283 C 06
. cooo
ZONING CASE #Z05-33 ¦
©COPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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r M r ~ i ati. \ a w "m i. ^+1 w1 a`\ i ~°k. ~ .;}y„«;°`ae,...,..'~.... ~ 1SiB 1 ~ . ~..r r a e PROJECT NO.
¦ 0713
¦ sHEErNO.
OVERALL DRAINAGE MAP 0 75 150 300
Z NS-7 scALE: n--l 0' SCALE:I'- I0' Cam- NS-7
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©COPYRIGHT 2006 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

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~ I ~ DHSS T, / ~ 0 VELOCITY ~R ~ .
.M-~-~., t RIPR ELEV - - ~
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4-T#ICK CONCRETE ~ . I ~ "
-SL-OP..~ PRO ~ ~ , - ~ RE T 3 - ~ C S ~ i
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~ ~ ~ ` ~~8~ `~6p ~ ~ _ ` ~ .~w_.. \ ~ ~ ~ ¦ .ASS 0 C I A T E S
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,~..2 TALL MAl?~INE e451~ - ~ ~o I I~ ~ ¦ 16 CONSULTANT PLACE, SUITE 201
PLYV~OOD BAF L LL I 3 .V HI..-. - DURHAM, NORTH CAROLINA 27707 I 9q p ~ ` ` ' ¦ P 919.490.4990 f 919.490.8953
CRESS' L a~ EN
~ ~ ~ H T L P H ~ ! ~ ¦ 537 MARKET STREET, SUITE LL20
?.p ~ I / I ~Zp - ~ t CHATTANOOGA, TENNESSEE 37402 I _ 380.0 _ y ¦
3so.o IFICE 361.5 381.5 ~ P 423.266.4990 F 423.266.5700 r w~ ~ 361.5 ¦
381.5 ' ' I Lazo ~ ~ 1 1 www.horvathassociates.com
r l I ~ ° 382.0 382.0 ~ ; ~ ¦
+ ~ 4 / ~ \ ¦
I 45 T ~ 3 L. t l ass.o I 382.0 / ~ \ ~ ~'I ! r ¦
382.0 - D Wi~kl 1- IFS ~ ~ ~ 381.5 / _ r©NE~ ~ ~ 380.0- 381.5\`\ f I \ i ¦
NORMAI:\PO L LEV 38?~ 380.0 381.5 ~ ~ ! ¦
/ ~ E P A T LI T o 0
~''S HW 72 PL OOL ~ co F E Al ~S 379.0 / W--._. f ` 382.0 y ~ 379.0 f~ I ~ 70 ¦
3B2.o VELOCITY 0 384.0 H ~ ~ Q ¦
384A NC~(~ L I 386.0 ~ ~ ~ ~ ~ RC ¦ J
386.0 ~ 1 ' THI ~ 15 L X 18
0 388.0 ~ - - - - _ _ i Ir = 388.0 _ / ~ 1 ~ ~ ~ O ~ 390.0 ` - ~ \ ¦ O ~
390.0. ~ \ ~ ¦ ~ ~ Q 392.0 ~ r ,
392, c' o cA
YR LE WIDTH 394.0 q} 394.0 CA ~ ~ ~ ~ ¦ V) U o (L/
{ S 7. $ R ~ESS 396.0 C _ 396.0 ~ - ~ ¦ Q F- 398.0 ~ M``~e. ~ ~ I.i~ _ ~
398.0
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2 LAND # 1 B PLANTING PLAN o ,5 30 60 o
0 15 30 60 ,
0450 SCALE.1 -30 0450 SCALE:1"=30' '=30' ¦ ~ ~
SCALE: 1" = 30' SCALE: 1" = 30' ~ ¦
¦
¦
¦
¦
END CAP WITH 1-1/T ORIFICE 3 L.F 4"PVC SIPHON TOP OFBERM =388,00 ¦
TOP OF BERM ELEV =388.00 BARREL INV IN = 382.00 15"PRECAST HEADWALL ¦
15"CAP WITH 4"ORIFICE 3 3 INV = 381.00
25 YEAR WATER SURFACE ELEV = 386.20 INV =382.00 1 1 j ' WETLAND # 1 B
1 YEAR WATER SURFACE ELEV = 385.21 T.o.W. GRADING AND
I° T~°" BARREL INV OUT=381,00 ¦
• PLANTING PLAN
_ n - NATURAL GROUND POND BOTTOM -382.0 48 L. F. ~ . 5 RCP@2.01% T _
I j i MICRO POOL T ~
~ I~ BOTTOM-980.00 2" c~. 2° c~. ¦
¦
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#4@ 12" O.C. HORIZONTALS ¦ EACH FACE
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#4@ 12" O.C. FRONT FACE
¦
I #5@ 1 T O.C. BACK FACE 4" THICK CONCREfE ¦
PER NCDOTSPEC ¦
#4 @ 12"TIES ¦
¦
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0 2.5 5 10 3 T&6
~ B.O.W. ¦
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PLANT LIST • • • ¦
BOTANICAL NAME/ QUANTITY O ¦
HEADWALL CDOT CLASS'B' RIP-RAP NE COMMON NAME SIZE SPACING
18"THICKIAYER ZO Trees&Shrubs DB#1B DB#7 DB#8A DB#86 DB#9 15'L x 18'W x 18"THICK
CLASS'B' RIP-RAP ZONE l: Itea virginica U 'I 60 - 80
A •a• ~ A 18 WETLAND SHALLOW LAND SPECIES: VIRGINIA SWEETSPIRE 3 GAL. 4' O.C. 60 - 70 120.150 50 - 70 50 - 60 60 - 80 ¦
2' 2' Asclepias incamata _ _ 25 - 35 ~ ~ ~ ~ ~ o ~ ~ ~ ~ ~ ~ ~ ~ ~ SWAMP MILKWEED 1 QT. 2' O.C. 30 - 40 60 80 20 - 30 25 35 25 - 35 I I 2" CL. 2" CL. ¦
s, ~ 2~ 1' ~ ~ ~ ~ ~ a e. ~ ~ ~ ~ ~ ~ ~ ~ Ilex glabro 3 GAL. 4' O.C. 15 - 25 40 - 50 20 - 30 15 - 25 15 - 25 15-25
~~~~0~'~~,~0`~,~.~',~~~~ INK BERRY ~ ~ ~ v ~ ` ~ 0 ~ ~ ~ ~ ~ ~ e Clethra alnifolia ¦ i 5 - 25 1'-8" 1'-0" 1'-8"
~ SWEET PEPPER BUSH 3 GAL. 4' O.C. 15 - 25 40 - 50 20 - 30 15 - 25 15 - 25 ¦
4"FILTER BLANK ordata 30"fd RCP ' • <.•~q~a. ZONE 2. Pontedena c 1 QT, 2' O,C, 20 - 40 50 - 80 20 - 30 20 - 30 20 - 30 20-30 ¦
WETLAND EMERGENT HERBACEOUS SPECIES: PICKEREL WEED 15' Iris virginiana - 20.30 15-25 BASIN ID [AJ [B] [C] ¦
BLUE FLAG IRIS 1 CIT. 2' O.C. 15 - 25 40 50 15 - 25 15 - 25
PLAN ~ w Saururuscemus • • • LIZARD'S TAIL 1 QT. 2' O.C. 20 - 50 70 - 90 40 - 50 40 - 50 40 - 50 ~ _ ~ NoTES: DB# 1 B 385.3' 382.8' 2.5' ¦ 1. DESIGN ASSUMES 2500 PSF SOIL BEARING - VERIFY IN FIELD
HEADWALL Carex pendula 1 GAL 2' O.C. 40 - 50 70 - 80 20 - 30 30 - 40 30 - 40 30 - 40 2. CONCRETE STRENGTH -3000 PSI DB # 7 364.9' 362.5' 2.4' ¦
NOTE: WEEPING SEDGE
A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP ZONE 3: Nelumbo lutea AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST AMERICAN LOTUS 1 QT• 3' O.C. 30 - 50 80 -100 40 - 50 40 - 50 40 - 50 R:1 FLOATING SPECIES: 4o-so ~ DB # 8A 348.6' 34T l.b' DB # 86 336.1' 334' 2.1' ¦ DRAWN BY: CHECKED BY:
30" G RCP if;;'~ OF A MINIMUM 4"THICK LAYER OF STONE INCDOT #571 Nymphaea odorata 1 QT. 3' O.C. 30 - 50 80 -100 40 - 50 40 - 50 40 -50 40.50 ¦ MLJ JES DB # 9 357.9' 356' 1.9'
UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED WATER LILLY iv ~ EQUIVALENT. ~ DATE
¦ 3-25-2008
o-^t ~ ¦ SCALE
2 .FILTER BLANKET 15' AS NOTED
ICGC AII~T[ 1
SECTION A-A 6 SHARP-CRESTED WEIR WALL DETAIL PROJECT 0713
C450 SCALE: I"=]' SHEET NO.
----~PLANTING DETAILS ALL WETLAND PLANTS TO COME FROM: 4 72 PLUNGE POOL WITH VELOCITY DISSIPATOR 5 HOFFMAN NURSERY 5520 BAHAMA ROAD
C450 SCALE: N.T.S. C450 SCALE: N.T.S. ROUGEMONT NC, 27572 „2 2 C450
[phone] www.hoffmannursery.com
SCALE: I"= P ¦
¦
©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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1
-14 L.F. SHARP CRESTED WEIR ELEV = 385.30 ¦
-1 L.F. WEIR NOTCH ELEV = 385.00
0 NATURAL GROUND ¦ H ~ RVATH
CV N ¦ ASSOCIATES
N
¦
¦ 16 CONSULTANT PLACE, SUITE 201 ' DURHAM, NORTH CAROLINA 27707
M = P ¦ P 919.490.4990 F 919.490.8953
4 (TYP)
a. ~ { ¦ 537 MARKET STREET, SUITE LL20
y. 1 1 ¦ CHATTANOOGA, TENNESSEE 37402 P 423.266;4990 F 423.266.5700
1 1 ¦
KEY TRENCH (AS SPECIFIED www.horvathassoclates.com
BY GEOTECHNICAL ENGINEER) 5.00' 7.5' L X 4' W X 18"THICK ¦
CLASS'B' RIPRAP ¦
¦
KEY CONCRETE CONCRETE SLOPE PROTECTION ¦
1 IN GROUND (TYP) + (SEE BASIN OUTLET STRUCTURE NOTED )
¦
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¦ Q J
¦ Q O
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TOP OF BERM ELEV = 388.00 ; ~ J
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~ 100 YEAR WSE = 386. R WSE = 386.45 ~ ¦ U i
~ 7.00 1.00 7.00
i'~/ p= ' ~
~ SHARP CRESTED WEIR ELEV = 385.30 ~ ¦ ~
~ -WEIR NOTCH ELEV = 385.00 ~ ~ ~ ¦
• ~
~ ¦
~ ¦
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~ i ~ i

' WETLAND # 1 B
7.5'LX4'WX18"THICK ; DETAILS
CLASS'B' RIPRAP
0 1 2 4
SCALE:1 = 2'
4'-0" O.C.
z-sla" POSTS SHALL BE EQUALLY
SPACED
3.. 0 0
1-3/8" (IYP,I 1/++ 2X6
PRESSURE-TREATED POST WITH ~ :i`x,:?,! p %%'9.1:x`,. :a ; MARINE-GRADE fr" EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" 0 RCP ¦
a"o.c, SPILLWAY BOTTOM 7r~.°:;:.;.::,,,~:•;;,;•~•., .kga,.f LASS'B' RIP-RAP PLYWOOD CEDARCIDE ON . x.,,. ~ ,h. , NCDOT C "'1•~;:5t`n..w.a•,~,.', 7.5'LX4'WX18"THICK ¦ 3 4"~ ORIFICE IN STEEL PLATE INV = 382.OD
BOTH SIDES OF J`•"'"'!•r~ BS-1088 ;°~°_'.~''t<:'~~`~.x PLYWOOD SPILLWAYSiDE iPILLWAY SIDE ~ 1 4"PVC FLANGE EPOXIED TO STEEL PLATE ¦
A • r A 18"THICK LAYER 120' o SPEC) o _ SLOPES 3:1 iLOPES 3:1 . ~ MATCHING INVERT OF PVC TO INVERT OF 15"~ RCP .5 ¦
TREATED WITH # cLASS'B' RIP-RAP t a.' ' bf. .f ~A1.
CEDARCIDE /e' x 4"CARRIAGE BOLT WITH WASHERS ~ 1' 1' 15"0 RCP INV = 382.00 ¦
HOT-DIPPED GALV. w SPILLWAY SIDE '-~""""R
AND BITUMINOUS ';f-~ds;, ~ v r~~ 18" SLOPES 3:1 1' 15' ~ RCP @ 2.0 ~ /0 4".PVC 45 DEG EL&OW ¦
0 0 0 o COATED (TYP) a•"~a~.>k~•. ~P% ~ TOP OF GRADE ~ NORMAL POOL ELEV = 382.00
° u ~ ° • ~ `,M.°t';~r• :•~:8`i;= ~ ~ i•r ~ ' 4""FILTER BLANK i ~ i f t t
le 2 4"PVC CAP WITH ¦
;V A , 1 1-112" ORIFICE ¦
. , SPILLWAY SIDE SLOPES 3:1
~ Z 18"MIN ~ . PLAN
CONCRETE
~:;,;:ai.~x,~..~~ NOTE: ,a BASE a•.':z`:~.,~;a~ ; y. ,.a , a .I , ~ . ,P.; .ti , 7.5 A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP j MICROPOOL BOTTOM RIP-RAP ~ ~ ~ ~ ~ f t ~ _ ¦
• ~ ; ~ , "a l ~ a~ %"-;s,q,;,~, 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ~ ' "^a. ~ • Q, er'4,v':s;, °+,'i'%G ' '.vim" b:`:e ( j :oNSIST ~ " ~ ~ ( ~ ( ~ ~ ELEV - 380.00 ¦
~ : ~ ~.:.pN•~ OF A MINIMUM 4"THICK LAYER OF STONE NCDOT #57 •s a ~ W AFI F L ER WEAVE 700 OR APPROVED X57) _ ~ ~ 1 ( , E LOVED ~ ~ I E f ` I ~ ~ ~ ~ ~ _._,.,._....w ~ _w.~._.._.~ ~ ~ ¦
n , ~ ~ ~ " ~ ~ ~ 1, UNDERLAIN ITH MIR I T , ; , . ¢s EQUIVALENT.
~ y"MARINE-GR DE PLY OOD Y2' MARINE-GRADE PLYWOOD ~
SECTION VIEW (BS-1088 SPEC) TREATED WITH CEDARCIDE (BS-1088 SPEC] TREATED WITH CEDARCIDE 4"FILTER BLANK ¦
' PLYWOOD JOINT DRAWN BY: CHECKED BY;
2x6 PRESSURE-TREATED POST SECTION /~-A ¦ MLJ JES
WITH CEDARCIDE (TYPj ¦ DATE "
¦ 3-25-2008
¦ SCALE
x 4"CARRIAGE BOLTS ^ AS NOTED
~nnru wecucoc / \ - - - - - - - - • - • - - • - - - ¦
HOT-DIPPED GAL V. 3 WETLAND #16 SPILLWAY PLUNGE POOL VELOCITY DISSIPAIUK
2 WETLAND #16 PLYWOOD WETLAND BAFFLE WALL BITUMINOUS COATS C4S~ IttPI SCALE: N.T.S. 4 WETLAND #I B DRAWDQWN ORIFICE PROJECT NO.
C451 SCALE: N.T.S. SHEET NO.
C451 SCALE: N. S.
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

¦
¦
¦
~ ~ ~ ~ , k ~ ~ I ~ r ¦
i 150' STREAM BUFF R 1 ~ , , ,i - ~ ~ J ~ VARIABLE IDTH / ' ~ ~ ~ ` ~ j € ~ ~ ~ ~
i ~
(O~OF NK) ~ ' i' ~ f ~ ~ S'T[~ RMW~RA~CESS / 1 ~ } 1 r I r~ I J` ~ i ( ~ l 1 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~t
~ ~ ~ ~ ~ ¦ R ?
~ ~ \ '
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~ ~ o ~.5 ?o ~ ~ ~ ~ ~ ~ ,~yb~ ~ bryy X \ \ /
~ p ~3bb p ~b~~ f ~ / ~ ¦ ASSOCIATES a. ~ b~ 0 0
p 3b p 9 6 ~ \
~ `5b~ ~ b`b~ ' 3bb z ~ ~ \ ~ ¦ I I ~ X62 ~ * 5, \ 16 CONSULTANT PLACE, SUITE 201
/ } 9~~~\ 1 i, ` I ~ g' ~~e ~N LPOQLE - 62.~\ o t ~ ~ i ~~~i-~~~ ~ ~ o ~ ~ .o ~ SEE PLAN LIST DURHAM, NORTH CAROLINA 27707
~I 1 FOR. DETAI' S ¦ P 919.490.4990 F 914.490.8953 M ~ o. , ~
I ~ r ~ i ~ ( ¦ 537 MARKET STREET, SUITE LL20 f ~
C~4P EN ~'(2~~ O~RI CE a l ~ r ,'1 ~ / ` ` ~ ~ l' ~ `~1, ! r( ~j ~ ~ 1 ~ ~ ~ ¦ CHATTANOOGA, TENNESSEE 37402
r M ~ * * r ~ ~ 3 ~ ~ P 423,266.4990 F 423.266.5700
\ ~ ~ ¦ www.horvathassoclates.com
~-~NJI . EL~PCATE WxfH c ~ ~ )x"~° ~ . ~ ~ : I ~ ~ ~ ¦
` r4'pJr IFIC INV = 62.5 I ~ ~ ~j I ~ ~ l\ 1 _ - . \ ~ ~ ' ~ ~ ( ~I ~ ~ ~ ~ ~ ~ ~ ¦ ~h 1 ~ y ~ E
` t l~ ( t
w~~~ I o -.sue ¦
15"Q~ PR~ S~HE9d~WALI J g ~ ~x ~ $ ~ 7l-~=~, \ ~ ~C~ ~ /
\ 1NV OU 362.0 ~ Q ' 1 !
~ ~ t ~ ~ ¦ w~ ~ \ ~ I
~ O
SPILLW~UN ~E~P~OiOL I 4 ~ ~~s \ l ~ ~ ~ ~ 3 \
YELOCl~Y l~~P'ATOR \ i \ \ ' ~ 2',pE~l? RJP RAP LINED ~ 1 ~ ` ~ ; ~ ~ ~ ~ ~~,j o~
~/ydCD0TCL~6~~(PR~,AP ~ t \ ~'~H6tP1NEL~ ,K~~e6`so~a,2T I 7.5'L X 4.6'W ~X'~B~T~i~K ~ \ ~ ~ ~ ~ SLAPE{~~S~OLEXCEED 5%. r~ \ \ ~ l~ ~ ~ ~
¦
~ ~ t ~ ~ 362. ~ ~ r , ~ ~ ¦ N ~ ~ ~ „„„w I.i
~ r.,
~ ~,.m ~ ~ W ~ 1 ~ yf ~ ~ ¦ Z
` ` ~ ~ ~ \ ~ ~ N ~ 2 1' TALL MAR~~G$A~'E ~ 1 1.. ~ ~ 1` 1 1 `j / ~ ~ / ~ ^ CREST ELEV = ~b~W ~ ~ ~ \ l} ~ ~
¦ U
~a ~
`t , l ~ ~ ~ / \ 2' WIDE WEIR } `1 ~ ' ~/C'
' \ ` , j - ~ - ELEV = 363 7 4 ~ (
`l f ` ~C--\ / c 13'WIDESPFP.~P~ ~
a / ~ CRESTED WEIR ~ i' ~y ~ ~ ~ ~ 1 uF~~ ~pN~CR~TG- 4~~ T I~K CONCREfE~ ~ ~ ~ ~ J--- ~ ,l ~ ~ ~ ~
~INED~CHAN~IEL \ ~ \ ~ ~ \ t
SLQ~ PRC~i,~CTION ~ ~ ^r -ZCRF,$T ELEV =~3"b'4.9- ~ - jam-- ~ ~ y ~ ~ ~ . _,j ~ ~
' WETLAND#7
GRADING AND
PLANTING PLAN
WETLAND #7 GRADING PLAN
C452 SCALE: 1"=30' 0 15 D 2 W ETLAN D LAND #7 PLANTING PLAN 0 15 30 60 ¦
SCALE: 1"=30' N C452 SCALE: 1"=30' =30' ~ ¦
SCALE: 1" = 30' ~ ¦
¦
¦
¦
¦
¦
¦
¦
2:1 CHANNEL ~ orrcH I ¦
SIDE SLOPES (TYP] EASEMENT ¦
¦
¦
END CAP WITH T' ORIHCE
3 LF 4"PVC SIPHON
iSPRECAST HEADWALL TOP OF B62M=364.00 BARREL INV IN=362.50 TOP OF BERM ELEV =368.00 INV=362.00 15"CAP WITH 4"ORIFICE _ iµ1 ~ ~ ~-~y ~ , ~ ? ~ IM3 ~ i.~=
3 ~ 3 INV = 36250 1 ~I l l l l ;._w!~ I I<~"- E~ -11 ~ { ~----I ~ I I I I; ~ ~ ¦
~ I_I i I _ i ~ ~_I I _I I ~ 25 YEAR WATER SURFACE ELEV=36626 ~ ~ I i I = ~ I ~I I . d I I - I I~~ ~ ~ I_ i ~ I: I , I--~ 1 I-~I I IMmm~ ~ 1-
BARREL INV OUT=362.00 1 YEAR WATER SURFACE ELEV =364.81 I I i-'t I I----1 I I: T ~-~-'d I i"l i"""""! I I I I i----I l I a i l E~ 1`-f 1(~"I 11^~I I ¦ LINE CHANNEL WITH I
_ _ 1=1 I I ~ I I ICI I I~~ I I I~ I I I-1 I I,~ I I 1=1 I I; I ~ I=I IAI CLASS'[C]' RIP RAP ¦
- ¦
NATURALGROUN 43 L.F. 15~~ RCP Q 1.16%O POND BOTTOM=362.50 I I- -
¦ I I
1 i ~ -I i ~-I i I-III- I I__) I Iil I ~-I I I~I I'-I ~-I I'-III-I I __I i ~-I I I~ (I i I' _ MICRO POOL BOTTOM=360.50 2 ~-III-~ i ¦
- =1 11=1 11=1 I i-i i 1=1 11-1Ti=11 I-i i 1-1 I_i=1 I I-f I i-i 11=1 11=1 11=1 I I-111=1 11=1 I i-I i 1=1 11=1 I!=1 11=1 I=._ I-III-I i I-I 1I- ¦ ~ I
- I- I I I-1 11=1 I_I-1 I I-III-1 I I-I I i-III-III---=11 I-=1 I I-1 I I-I I-I 11=1TI~I I I-III-III-III-III-III-Iii-III-I 11-1 11=1 11=1 11--III-1 1I- ¦
- =1 11-1 I i f I 1=1 I I-I i I-Iii-I 11=1 I i-' . I- ...III--I I i-I 11=i { 1=1 f I-I 11=1 I I-I 11=1 11=1 11=1 11=1 i 1=1 I I-1 I I-i i 1- -
EYTRENCH (AS $PEgFlED ¦ I
-I I!-I I I_I I I-III-III-I i I- i I I =5ar_- BYGEOT~HNI~EN~N~R,-~ ~ I-i I I-III-I I i-i I I-III-III-I 11-I CHANNEL ?D (A] [B] [C
=1 I I-1 I I-TI-III-. I I-1 11=1 I I-I 11=1 11=1 11=1 11=1 I t-III-1 11=1 11=1 11-1 DB# 1 B OUT 3' 1' 2 ¦
- 1-1 I ICI I i=~ I I I-1 I I-1 11=1 I I^I I ICI 11=1 I I-1 11=1 11=1 - DB # 7 IN 2' 2' 2 ¦
DB # 8B OUT Z' ~ ¦ DRAWN BY: CHECKED BY:
¦ MLJ JES
¦ DATE
¦ 3-25-2008
¦ SCALE
AS NOTED
~~irr~ w ?~r~ 11~ nn A \A/1'1/\\t/\ ~ ~r~~r~~r ~r~ r-r r~~nr
3 VVCILAIVI.J ft/ VKHVVVVVVIV VKII'II..C VUILCI r'Ir'C o 2s s ,o PROJECT NO.
¦ 0713
C4SZ SCALE: 1"=S SCALE: 1 5'
(`4~CHANNEL DETAIL SHEET NO.
C452 SCALE: NTS ¦ C452
¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦
¦ ~
¦ ' m..
¦
¦
¦ r
a ¦ r~
10.00'
¦
3 '
3
1 1 ¦
¦
EV = 364.90 13 L.F. SHARP CRESTED WEIR EL ¦
. o ¦
N NATURAL GROUND ' H 0 RVATH
o ~ 2 L.F. WEIR NOTCH ELEV = 363.70 ~ -
nl O
N ¦ ASSOCIATES
M= . A T
r - - - ¦ 16 CONSULTANT PLACE, SUITE 201
4" (TYP) DURHAM, NORTH CAROLINA 27707
L ~ P 919.490.4990 F 919.490.8953
1 ~ ¦ 537 MARKET STREET, SUITE LL20
1 1 ¦ CHATTANOOGA, TENNESSEE 37402
KEY TRENCH AS SPECIFIED P 423.266.4990 F 423.266.5700
( BY GEOTECHNIGAL ENGINEER) 5.00' 7.5' L X 4.6' W X 18"THICK ~ www.horvathassociates.com
CLASS'B' RIPRAP '
¦
¦
KEY CONCRETE ETE L PE R T T CONCR S 0 P 0 EC ION
1' IN GROUND (TYP) SEE BASIN OUTLET STRUCTURE NOTE'D' ( I ¦
¦
¦
¦ Q Z
~ ~
¦ Q ~
TQP OF BERM ELEV = 368.00 Q ~ Q
U
¦ ~ p~
~ -
100 YEAR WSE - 366.60 166.60 ~ ~ Z ~ =p
¦ Z
~ U~.
6.50' 2.00' 6.50'
~ SHARP CRESTED WEIR ELEV = 364.90 O ¦ 0=
WEIR NOTCH
ELEV = 363J0

¦
' WETLAND #7
7.5'LX4.6'WX18"THICK DETAILS
CLASS 'B' RIPRAP
~ 0 1 2 a
' C453 SCALE: l °=2' SCALE; 1" = 2'
a,•a, o.c.
z-3~a" POSTS SHALL BE EQUALLY
SPACED
3" 0 0
1.3/8" iTYP.) 2X6 Y PRESSURE-TREATED
MARINE-GRADE . •~*,ws ~ ~:<':;~>r..5: POST WITH ,.~;,~4.=:~~:' t.:Rt - ; EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" 0 RCP ~
rr' o.c. SPILIWAY BOTTOM ~ ' PLYWOOD CEDARCIDE ON '~~`~'«s NCDOT CLASS'B' RIP-RAP ¦
~B$-1 X88 BOTH SIDES OF ~.•r,,.;;~..".:.. • ~ 7.5'L X 4.6'W X 18"THICK PLYWOOD ,:.;;~.,k.,_,„•,,~,T;;-. SPILLWAY SIDE 3 4"~J ORIFICE IN STEEL PLATE INV = 362.5 iPILLWAY SIDE 1 4" PVC FLANGE EPOXIED TO STEEL PLATE '
1 o SPEC) o A ~ A 18"THICK LAYER '~•,~s•r SLOPES 3:1 iLOPES 3.1 ~ ~ MATCHING INVERT OF PVC TO INVERT OF 15"0 RCP
TREATED WITH ~ • cLASS'B' RIP-RAP •~a x ,c
CEDARCIDE s ~'=1: 4.6' /8 x 4" CARRIAGE BOLT 15"0 RCP INV = 362.5 ~
WITH WASHERS ~0 1' 1' ~ v HOT-DIPPED GALV. .9;;.~:". SPILLWAY SIDE
AND BITUMINOUS ~:%•?~~ys, 1.5' SLOPES 3:1 1' I R C P @ 1 . ~ C7~ 4" PVC 45 DEG ELBOW ¦
0 0 0 0 COATED (TYP) .`;=~--a.`:~ ' TOP OF GRADE ..3: ~ ¦
~ 4 ~~~'"tom ~ ~5`=~• i t 4" FILTER BLANK NORMAL POOL ELEV = 362.5 .d... &11 i 4 ..f ~ ~ .
' ( 1 ~ ~ ~ 4" PVC CAP WITH ¦
~1 2"ORIFICE ~
• • ~ ~ • • ~ SPILLWAY SIDE 5~.~:4 - SLOPES 3:1 (
~ k 2-~ ~ IB"MIN ' ~q..
tt • . ,:a.... PLAN p' ~-CONCRETE •"~';°.»'6;{ • I ~ ~ 2.0' ~':o'
v:~a i,;k.<,. NOTE: ~ BASE ~ • . a • ='y~.;,`y,,.,,<>o.,~'; ~ A FILTER BIANKEf SHALL BE INSTALLED BETWEEN THE RIP-RAP RIP-RAP r,~. ~ ! ~ ; . - ¦ ' MICROPOOL BOTTOM
.c. ~ =~.;•":"~~••w'"%~;'<;''.P"•~s~;.;i's~:,~„ 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ,+7 ` ~ ~ ° OF A MINIMUM 4"THICK LAYER OF STONE NCDOT #51 :ONSIST ~ ~ ' 4 ~ ~ ELEV - 360.5
X51) ~ _.e..... ~ ~ ~ ~ m. ._,.a~..,. ~ ¦ ( i°
` 'b a ~ a ~ UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ~ .Q 1. . • EQUIVALENT. OVED I ~ ~ ~ ~ ~ ~ ~ ~
f Y2' MARINE-GRADE PLYWOOD Y2' MARINE-GRADE PLYWOOD , • ~ ~ ~ ~ ~ ~ ___m_,-... _
SECTION VIEW (BS-1088 SPEC) 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 (TYP) ¦ DATE
¦ 3-25-2008
~ SCALE
%g' x 4" CARRIAGE BOLTS AS NOTED
HOT-DIPmin PED GAW~AND 3 WETLAND #7 SPILLWAY PLUNGE POOL VELOCITY DISSIPATOR PROJECT NO.
4 WETLAND #7 DRAWDOWN ORIFICE 0713
r2_~WETLAND #7 PLYWOOD WETLAND BAFFLE WALL BITUMINOUS COATED C4J3 SCALE: N.T.S.
C "53 SCALE: N.T.S. (ttP) C453 SCALE: N.T.S. SHEET NO.
PLAN VIEW
¦ C453
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

1 ~ ¦
HEADWALL NCDOT CLASS'1' RIP-RAP ¦
20'L x 23'W x 24'THICK ` ¦ l~;~w.. r
iCINE~ CHANN~ /r~,f ~f / ~ l~ ~ ~ . 2, 2 ¦
_ 2, 24"THICK LAYER ¦
CLASS'1' RIP-RAP
' ¦
4"FILTER BLANK ¦ 30"0 RCP > `
' `'SPI4L-1~VAY PL~~~ P, ~OLD ,s / \ I " '~7 ~ ~ r ~l / ~ i , ` ' l 20' ¦
OCIY~'p1S51PATJJR ~ \ v~ N S ~ ~ \ ~ 1 ( / Z 5'L X 9/.4'W~'18'~ I K 9~ ~ ` ~ J ~ cup S~ILI~WAY PLWI~GE POOL 1 I ~
PLAN ¦
iE POOL ~ HEADWALL ¦
S ~ f ~ V LgCITY C~ISSIPA ~OR / / f' 1~~ ~ ~ ~ f`.. ~ I ~ 1 . ~ ~V N D~TG B' RIPRAY2 J A~R NOTE: ¦
~ RA ~ A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP
/ -'r ~ c,~ ~or~cR~re ~ - ~,,,.,.~a~:E E ~ ~ ~ ~.~4 x s`a~~C ~s^ rHicK,r TH IC1~ ~ 30" 0 RCP ° ~ 2.1 OF A MINIMOM 4' THIOCK,LAYER OF STONE (NCDIOT #0 )SIST ¦
i ~~PEOXECT7`oN,,n,~ o a ~ M 1~ I ~l ~j:°< UNDERLAIN WITH MIRAFI FILTER WEAVE 7000R APPROVED ¦ H ~ R VAT H
z N ti~ EQUIVALENT.
,i /i (I / 3~'~ ~5 ~ 15"Oit G P@1. G ~ o.I I I ~ ~ a~`a:~ . ¦ ASSOCIATES
2' ' 20' FILTER BLANKET ¦
f 5f0 PR~GAST F~E6~WjPLL c / / ~ ~ ~°5 1' D~ RfP-RAP.. '-RAP (SEE NOTE) 16 CONSULTANT PLACE, SUITE 201
0 ~ '~IP1V~U~ 346.0 / o + 4' S o ~1 ' LIN D`E~ L . SECTION A-A AFL\~ DURHAM, NORTH CAROLINA 27707
f; ~ r- i / ~i o ,mss ~ C ST E ~ O~ ~ ~ ~ ~ ¦ P 919.490.4990 f 919.490.8953
~ 3 . HW 13 PLUNGE POOL WITH VELOCITY DISSIPATOR ¦ 537 MARKET STREET,suITELL2o
~ ~42 LF 15Y0 ~z ~ ~ ,~ti~ ''SO' X~, o ~ e ~ i ~ rT ~ ` C454 SCALE: N.T.S. ¦ CHATTANOOGA, TENNESSEE 37402
~ ~ ~ ^ ~ ~ , / P 423.266.4990 f 423.266.5700
/ ~ ~ ¦ www.horvathassociates.com
6 5 --1- RED ~ ~ ~ j ¦
- ~J ti~~ ~'b Cf / ~1 ~ ~ - ECTI N Nom= I ~ o ~ - C ~ \ ~ ` FLARED END SECTION ¦ ~ NCDOTCLASS'B'RIP-RAP
1' ~ ~RC~` 9p6 ~ gain ^ ~ " { 7.5'L x 9'W x 18"THICK ¦
' #
, ~ '"i'/ " /~'/QpFO µ,5.m M ~ ~ ~ ~ case 3'~WIL~E~~2 ~ J~ / /~NORMA OOL EL .0 ( A A 9' ¦
~ I~ , ~ NprdH~RESf7( ~RE~'~ 2' 2' ~ ¦
~~~--CAPFND:P1~ 15%RC~P ° aa70 snao 3 1 P U E P ~ b a3a.o' ` ~ i ELEV =f 3fi 2:' ` \ ~ ~ 18"THICK LAYER
' ~ 'C+11'FH'S~EL PLACE WIT ~ ''l~ 35°.0 X20 - - I SIP R P I ~ x }x J l c~~ 12' ~IDF1SFi~RP ~ 2 CLASS'B'RIP-RAP ¦ ~~RP ¦ 4
. ~ Z
= 3' ~,4'f6-ORIFI IVV ~3' .0 X40 ~6 24~~ T ~a 1 ' + o Cf~ESTEI~ WEI1~ NEI , ~ ~ a~ 4"FILTER BLANK ¦ J 15"0 0-RING RCP g ;E~;~
1 / ~ ~ ~ ~ I ~ ~ 1 V ~•,.~I 0 7.5' ¦ Q ~
TEN 4` PV ,moo ~ ~ CREST E~tEV '3 1 ~ ~ ~ I j ~ 3 ' TA}L MARINE ~ E\ IE A , E~ ¦ ~ Q
C E H 1 ~ f 36zp ~ s~5 , YWtOOD ~AFFLE\ L ~ FLEA ` L, PLAN ~ ~ U
~ Jam. _ ~ ~ / ` ~ ~RE~ST ELEV = 335.2 ~~c,~ 35.2 ` FLARED END SECTION ¦ J
I..f.. _ NOTE: ¦ O ~
} A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP ~ _ (L/
f ~ / ~ ~ ~ I , . - / I ° 15{ fd PRECAST~~ 'RECAS,T 2~1 AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ¦ O 15" 0 0-RING RCP OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57f W U
/ ~ ~ f ~ ~ ~ ~ I / HEY~DWALL VALL ` UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ¦ Z
+r~: EQUIVALENT. Z 1T = 333.0 ~ N ~ N ¦ ~ U ~ I ~ 3 .p
~x A/ ~ ~ / ~ ' ` ~ , ~ ~ f 2 INV C3~T = 333.0 I
7.5' FILTER BLANKET ¦ 0
~ / f ~ r' ~'c' J / \ ~ ~ caw 36 LF ~ 5"fd ~ ~ ,r' / ~ y~ ~ i ~ j RCP 2.77% 2.]]°Jo (SEE NOTE ~ ~
SECTION A-A ¦ ~
O
'`r ~ ~ ~ ~ / ' ~ r 3 CAP END O`FL15' RCP I RCP f~' 4 FES 97 PLUNGE POOL WITH VELOCITY DISSIPATOR ¦
' ` ~ I J ! ~ / I ~ W~S,TEEL Pl:~.~E WITH ~ ~ \ \ ~ ~ "-`'~-F08£') in ~ ~j i t ~ J ~ / ~ ! ~,Q"f0,,,.~RIFICE INV = 334.q~ ~ ¦ :WITH ~ .f C454 SCALE: N.T.S.
~ ~ ii = 334.Qfl !
i -..=r ~ '-l' ? - ~ i ~ ~ ~ 1 1 ,.J~ ~-a EXTEND 4" f~C 3~ F. -!~'/'l j ¦
~ ~ ~ J ( ~f%'~ CAP END WISH 1-Y/.A,,,,QR / ~ 4'-0" O.C. ¦
~RC~,F' / ~ 2-31a° POSTS SHAH BE EQUALLY
f,, i '"f VP~.RIABLE WIDTS , ~ / / J SPACED ¦
~ _ - STO tvtCNAT ME T (TYP) ~ ~ - ~ / / / ~ ~ ; / /f/ ! ~ / _ ~r'"~ ~9'~ 3" ~ ~ WETLANDS 1.3/8"ITYP.) yZ, 2x6 ~i"NJ+RINE-GRADEPLYWOOD ~'"MARINE-GRADEPLYWOOp IBS-1088 SPEC) TREATED W8H CEDARCIDE IBSd088 SPEC) TREATED WITH CEDARCIDE ,r PRESSURE-TREATED ¦ # 8A A N D# 8 B MARINE-GRADE POSTWITH PLYWOODJOINf
/'f ~ 8"o.C. PLYWOOD CEDARCIDE ON ¦
~ (8$-1088 BOTH SIDES OF 2x6 PRESSUREdREATEDPQST GRADING P LA N
1 20' o SPEC) o PLYWOOD WITH CEDARCIDE ITYPI ¦ TREATED WITH
CEDARCIDE ~b"x4"CARRIAGEBOLT ¦
/ ~ / ~ / J. ~ 7~ J/ ! / f I 50' STRE BUFFER-(Y~f I j , WITH WASHERS ~'x4"CARRIAGEBOLT$ ~ HOT-DIPPED GALV. WITH WASHERS ¦
~ l ' / / / r' \ h~ f ~ ~ r / 1 ~ t ~ , ~t t r f ` t ~ , 1 J , TOP F ~'NYyJr' j . / / ~ r AND BITUMINOUS HOT•DIPPED GALV. AND o 0 0 o COATEDITYP) 81TUMINOUSCOATED
~X ,,r` TOP OF GRADE InPI ~ a ~ _ m
a _ - ~ ¦ ,m . I I- I' PLAN VIEW
. a• ~ ¦
72' ~ $ ' s , IB"MIN ~a°~ ¦
' CONCRETE ¦
WETLAND 8A AND 8B GRADING PLAN o 75 a BASE •A d
C454 scn~: r~=3o~ •"k~~ ~ 5 WETLAND #8A PLYWOOD WETLAND BAFFLE WALL ¦ a ~ ~ • C454 SCALE: N.T.S.
SCALE: 7"= 30' • 'd 4 , L . '4. ~ ~
SECTION VIEW ¦
¦ LIFTING HOLES
¦
¦
¦
¦
r TOP VIEW ~ ¦ ¦
WETLAND # 8A 2 _ ~ - ~rl ~ _ I T - ~ ~ 2
1 9 ¦
~ TRASH RACK ~ ' ' ' - r_- ~ I I . I - I - 15' RCP TO BE GROUTED ¦
TOP OF BQ2M EIEV =352.00 INTO HEADWALL AT
I 10BSITE BY CONTRACTOR ¦ I
WETLAND # 8B • ~ ¦
I
I I
- ~ 1 ( , - ~ 15" F4ARED END ARED END I I I
~ - i ~ L ~ 1 i I I 1 T I _ - _ I _ - I - - ~ - - I I - ~ r-~- I - - - sECnoN iNV = 3azao ~ ION INV =337.00 TOP OFBERM ¦
ELEV = 338.00 1 T
10 YR WSE = 336.39 - 3 ~i I ¦
-i ~i~ I I I - ~l Iii I I _ - I- - I-_ ~i~_ ~ - - ~ ~ - - ~ - I I i - I I l I- - -I I-I - - - I_ __T. I- t J I ~-I I t - I I - I - ~T- - 1 i ~i ~#l~~l ~ ~ I T~'I I~' 6" FRONT VIEW ¦ ~ I ! ' ~ 11~~ I 'I
FOREBAY BOTTOM I SIDE VIEW 15"RCP ¦ ELEV = 331.00 - ~ r -T I ~ -
I I I ~ I~ I I I ---I 111--- I I~~I---• I I' ~ I~ NOTES: ¦
- I ~f I - I - - I I- - I ' 1= I IIII I l I I (TI=1~, I ¦
i '1 ' i _ -~ll~l 11-I - - - ' I I-' I ~_I-' II- ~ -I I - _ I -I _ l - ~ - ~ - I _ - - .1 _ - . I I~ I I- I -~1j111- - I ~ I } ~I ~ ~ I "`y ~--~~I I.-= ' ~ 1. ALL CONCRETE TO BE 4000 P.S.I. ~:"i II _ i-~ I ! 2. REINFORCEMENT STEEL MEETS ASTM 615 GRADE 60 WITH 2" ¦
~ I~ i ""I ~I~-.""T~~-~,`I I""'" I1.-1I I I. MIN. CLEARANCE.
- - F- i -I I ~ - - I I _ I - 11- - - - I I I ~ I -i i - I I - I - I 1 - I - - - ( - I ~ - - - I I - - - -I 1 - I ~ - - I-- I - - _ _ - t- H I - I ICI I ~ I I-3 I"""II , . ~ I ~ I 3. REINFORCEMENT SET 12" C. ON C. COTH WAYS TYPICAL. ¦ 1L~ I 1 I ~~`~E ~ ~~~~.t.~~~•-- 4. ALL EXPOSED EDGES CHAMFERED 3 4". DRAWN BY: CHECKED BY:
w.. I ~ I ~ I ~ 5. PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY ' MLJ J ES
~ I ~ ~ I I CONTRACTOR. 6. PRECAST HEADWALL STRUCTURE SHOULD BE POSITIONED ¦ DATE
AROUND AN EXISING PIPE OR PIPE INSERTED INTO HEADWALL. ¦ 3-25-2008
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
Kct-4umCU DI IBC CIVVIIVCCK. ¦ 8. VARRIOLIS HOLES SIZES & SHAPES AVAILABLE BY SPECIAL PROJECT NO.
ORDER ONLY. ¦ 0713
(`2~RSER 96 TO FES 97 PROFILE ¦ SHEET NO.
C454 o s ro 20 SCALE: t^=io' r6--~PRE-CAST HEADWALL DETAIL ¦
- seas: r= is 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

i `"W.. ~ f ? ~ 4'-0" O.C. ¦
~ ~ 2.3/a" POSTS SHALL BE EQUALLY ¦
~ ? r ` i ~ ~ 1 ~ ' SPACED 3.. ¦
~ ~ ~ )~"MARINE-GRADE PLI9WOOD ~"MARINE-GRADE PLYWOOD I a `e 1.3/8" InP.) o o ~6
~ PRESSURE-TREATED i~-1~ SPECI TREATED WITH CEDARCIDE (BS-1088 SPEC) TREATED WITH CEDARCIDE ¦ ~ MARINE-GRADE PosrwlTH
"!.``',ti 8"O.C. PLYWOODJOIM \ PLYWOOD CEDARCIDE ON ¦
(6$_1088 BOTH SIDES OP 2x6 PRESSURE-TREATED POST
? {j} • f/ f ~ t3 i / i 3 120' ° .SPEC) o PLYWOOD WITH C~ARCIDE ITYPI ¦ ° ' TREATED WITH
I \ ~ 1 CEDARCIDE ~"x4"CARRIAGEBOLT ¦ `1
~ a ~ ~ ~ ~ \ t r WITH WASHERS x 4" CARRIAGE BOLTS f 1 WITH WASHERS ¦ HOT-0IPPED GALV. HOT•DIPPED GALV. AND
I ~ , pi AND BITUMINOUS BITUMINOUS COATED " '
~ i m f l 0 0 0 o COATED R1'Pi ¦ TOP OF GRADE InPI H a a b _
,4 ~ ~ I • ~ ,I, ~ PLAN VIEW ¦
~ ~ , 1 , ' ~ , 4 ¦
~
~ ~ ~ , ~ ~ / ! I Y J 2-z ~ a~ a 18"MIN ,aQ•. ¦ J CONCRETE ¦
O t / i. / y ISER ( x, BASE •e. Qr •
o ~ 3 WETLAND #8B PLYWOOD WETLAND BAFFLE WALL H ~ RVATH
r M ' ~ a w• ~ 4 a' a C455 SCALE: N.T.S. ¦
~ / ~y0 352' 3`~' M M t r i '0 I ¦ ASSOCIATES SECTION VIEW
¦
/ 3°~ \ , ~ 16 CONSULTANT PLACE, SUITE 201
M ~ ~ NOTE; PROVIDE STEPS ¦ DURHAM, NORTH CAROLINA 27707
3 .r 1 \ ` ~ ON INTERIOR AND C456 TRASH RACK Ca57 ¦ P 919.490.4940 F 919.490.8953 ~ EXTERIOR OF RISER PER
' NCDOT STD. 840.66 ¦ 537 MARKET STREET, SUITE LL20
9 ~ o ` 3h0~ ~ r~i ~ 7 t ~ e' 0 .o ~ ~ , ~ (SEE DETAIL) CHATTANOOGA, TENNESSEE 37402 ELEV = 348.T
5`~' ~ „ R M 3 ~ M ~ .-~~34' , d ti t ~ w \ ; , P 42326b.4990 F 423.266.5700 ~ • TOP OF RISER ¦
NOTES: ¦
O i ; • wwTK.horvathassociates.com \ J ` ~ 4 1. RISER STRUCTURES WITH MULTIPLE SECTIONS SHALL HAVE GASKETTED JOINTS ¦
o C456 STEEL ANCHOR a'. AND SECURED BY STAINLESS STEEL STRAPS (SEE C5/451 I STRAP 2. EACH STRAP TO BE SECURED TO MANHOLE RISER BY (2) 3'kl /2" ¦
~ ~ POND BOTTOM ELEV = 347.0 • ~ GALVANIZED STEEL CONCRETE ANCHOR BOLTS AND COATED WffH A
I I--' , BITUMINOUS COATING. ¦ \ yj J ~ ~ ~ ~ ~ ----I ~ ~ ~ ` f. 3. SECURE 4EVENLY-SPACED 12"x4'kl /8" GALVANIZED STEEL STRAPS AT EACH ¦
3 I o ~ ~ , , / ~ ~ I # , ; , I f~~ mmm , c 4 JOINT OF RISER SECTION.
t 334.0 t ' ~ t / ~ ~ i ¦
/ ~ 347.0 3as ~ EE LA T LIST ' / M ~ f f
~ I I I; # i" ~
/ r" 352 ~ a ~ " - 354.0 v ~ 1
r' d' ' 56.0 I M ~ W # E ~ ~ / 3 .358.0 ~ 0 ~I t ~ i ~ ~ ~ t ~ , 15"Q 0-RING RCP i ~ ~ I I I ~ ~ ¦ ~ J
r . ~ o ~ 33b ~ t 0 I ~ I ~ o p M ~ M E I3., =,g 0
' BARREL INV. IN = 338.60
E 5 r~ 1 ~ t o .5 - r 36?,p 00 3~ ~
~
f ~m o ~ ~
~ h ~ b0" HIGH EXTENDED ¦ ~ ~ ~ ~
~ \ BASE MANHOLE SECTION ¦ r 1 O
. ~ ~ i I ~ . W ~J Z z
~ d I ~ ~ ~
O k t 4 OUTLET STRUCTURE p =
~ ~ ~ ~ ~E ~ ~fl .ate-~°^ ~ ~ ~ C455 SIDE VIEW (N.T.S.~ ~ ¦ ~
~ ~ ' i ~ ¦ 1 d
¦
f3p,~ ! ' , ~ ¦
! ~ :.r 'i I ~ I s. r , ¦
~ A..M.. { r t 4 / .ham,.. ,
SPILLWAY BOTTOM x''' h`` Y 4~:"'~:
p,r t ~ ~ ~ ~ '~J• s 1 ~ '•9'<`'~~;~„'~'.:'.r,:<,°' NCDOTCLASS'B'RIP-RAP ~;:r,~;W ~"`~p`~''°'.~:'ti:a.`~ 7.5'L X 9.4'W X 18"THICK
WETLANDS ~a::a;`:5~:~',;;:: a ;~'~x>~,~~:u;b"r; ' SPILLWAY SIDE A ,t`~''•, A 18"THICK LAYER
/"`~,r °i+•.i SLOPES 3:1 Q ; ; CLASS'B' RIP-RAP ¦ ~ 8A AND TT V B
1 f
I ~~-~'~N. P _ 1' 1' _ PLANTING PLAN
o ~ ' ~ ~ SPILLWAY SIDE
1 1 f r SLOPES 3:1 •a;.«,aA;a 1 p ,~.-a.la
/ r ~ , . r x x ~ E ~ b~ air`.- Mp 4 ~
" " „,Z ~ ~ IU 4"FILTER BLANK
`i~~~j.~,.ba,:.'"y ~;a r"~,.'0 ~b~j'•"•~•~i4 b I.
SPILLWAY SIDE r, ai a ~ .d a= ~ _
SLOPES 3:1 ¦
PLAN ¦
•°;~•'•';;~:,'=m,;~°,~~...:.., NOTE: ~
1 Z 0 15 30 60 'Y' 9~* •a"~ •a.,, 7.5' A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP .
C455 SCALE:1°=30' ;v::r:w--~ ; : • 1 ; P AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST 4A'q C
SCALE: 1" = 30' ~ ~ ~ ~ ° y ' - OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) ' m 1IL~;° _ w~r _,,,E • p ~ UNDERLAIN WITH MIRAFI FILTER WEAVE 700 0R APPROVED ¦
EQUIVALENT.
m' 4"FILTER BLANK ¦ b ~ . ~.a ~ ~ ~ .h - ¦
SECTION A-A ¦
¦
¦
END CAP WITH 1-1 /4"ORIFICE 5 WETLAND #8A SPILLWAY PLUNGE POOL VELOCITY DISSIPATOR ¦
3 L.F 4"PVC SIPHON C455 SCALE: N.T.S.
BARREL INV IN = 347,00 „ TOP OFBERM = 352.00 TOP OF BERM ELEV = 352.00
15 PRECAST HEADWALL - 15" CAP WITH 4' ORIFICE INV = 346.00 3 ~ I ~ ~ ~ ~ ~ 3 INV = 347,00
v _ I _ I I 1 ; ,
1 ~ ~ ____t F I ~ { ..M.~ ` _ I E i 1 f I 25 YEAR WATER SURFACE ELEV = 366.26 , I_. _ ~ ~ , ...I EIS ~f , , ,.w. ; ~~.._m.. , ¦
BARREL INV OUT = 346.00 , ~ '"w , ? _°'r ~ ~ ~ _ i ; I ~ { 1 YEAR WATER SURFA E ELEV = 348.8 ~ 3 -
n POND BOTTOM = 347.00
I RCP @ 2.38% 42 L.F. 15 ~ _ EPOXY 15" O STEEL PLATE TO GROOVE IN 15" O RCP ¦
( i I ~ - J , j ~ , , 3 3 F { ~ ~ i'"--°. ~ I. ~ ~ 1... _,E ~ I ~.......9 ~_..i ~ ~^^E ~ E......[ ~ I~ 1~1 ° E t ~ - ~ , ~ ; MICRO POOL BOTTOM =345.00 - E , i 3 h , r..:._ 1 , I
E I I I 3 i ~ , ~ ~uM"~" 2 2 r I ~ ,._I NATURAL GROUND ' { . 1 ; , I } ~ {,~__.1 [ ~ ~ ~ ' I f __(j ~ E ~ 1 "1 t( 333 1 I ~ I i I t I_... I 3 t E i...~.- t I I . , ! 3 { "I { i I ~ 7 ~ , . _ { i I I i._........1 t € E "I 3 , i t 3 E 3 4"O ORIFICE IN STEEL PLATE INV = 347.00
,'f I r,....,...., . i...........1 __._...i t i :gym., 3,» ~ j E [ i I F ~ I I i ! ~ ~ k. e E 3 , ~ _ _ ' ~ t 1 I T ¦ I - ~ 4" PVC FLANGE EPOXIED TO STEEL PLATE I
I I IW_ ;J__ i 1 3 : ~ . E ; - , , : i I-~~ . ~ , ...E ~ I~". I I~.-~~ I. E ! :I I E a--- f MATCHING INVERT OF PVC TO INVERT OF 15"QJ RCP a
I ~ ------I 11.~. I , -~-I I iii I I-;~~,11-~(i I I I-----I [ E-----( €-----~I I I~l 11--- C I__.~. ~ _.~...I ~ I~- -I I-- I I 1 I- I I-- 1 I-- d I. , , II ,I I II I ~ ~ r . I__,o._ .~,,.E { , I 15"0 RCP INV = 347.00 ¦
{ e l___.. ~.,m..r. , ~ ~ €
I ~ ~ ~ ~ ~ °°"'.5.00"_°'" --KEY TRENCH (AS SPECIFIED - ~ ---~BY GEOTECHNICAL ENGINEER) - 15"RCP @ 2.38 /0 4"PVC 45 DEG EL80W ~ I
¦
NORMAL POOL ELEV = 347.00 I I y ..q ~ ¦ 'C
~ ~ 2 4° PVC CAP WITH ¦
~ T 1-1/4'"ORIFICE ¦ I I
~,I 1-...._.~... _I
^ DRAWN BY: CHECKED BY;
I _ { ~ ~ _ , ¦ I I L.o' ~',Q' ~..._m~_... MLJ JES
~ ~ ~ ~ ~ ~ ~ ~ MICROPOOL BOTTOM ¦ DATE.
ELEV = 345.00 ¦ 3-25-208
¦ SCALE
I I I 1 I I I i 1 I I I I-~---°- i 1 6 I I! I I I I! I~ i AS NOTED
PROJECT NO.
~---I I I I{ III III I I- I 1 I -----I I I I- I 0 0713
r2--~WETLAND #8A DRAWDOWN ORIFICE OUTLET PIPE C455 SCALE: 1"=5' 0 2.5 5 t0
¦ SHEET NO.
(T'~WETLAND #8A DRAWDOWN ORIFICE
- SCALE: 1"= 5' 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

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¦
¦ f
¦ ¦ r..,_ r~
¦ I~~
L =
¦
10.00' ¦
3 12 L.F. SHARP CRESTED WEIR ELEV = 336.10 ¦ ~ 3 r
_ ¦
0 1
3 L.F. EIR NOTCH ELEV = 335.20 0 o r.. )o - ~ ' _ o ~
O N ¦ O N
N NATURAL GROUND M
A POND BOTTOM = 334.00. '
~ - - - - - 4" (TYP) ¦ H a R VAT H
ASSOCIATES
J ¦
~ ¦ V
¦ 16 CONSULTANT PLACE, SUITE 201
DURHAM, NORTH CAROLINA 27707 ¦ P 914,490.4990 F 919.490.8953
7.5' LX6.4'WX 18"THICK
I, 1 1 CLASS B RIPRAP ~ 537 MARKET STREET, SUITE LL20
1 1 ¦ CHATTANOOGA, TENNESSEE 37402 P 423.266.4990 F 423.266.5700
KEY TRENCH (AS SPECIFIED SPECIFIED ¦
BY GEOTECHNICAL ENGINEEF 5.00 AL ENGINEER) www.horvathassociates.com
¦
CONCRETE SLOPE PROTECTION ¦
(SI (SEE BASIN OUTLET STRUCTURE NOTE'D') KEY CONCRETE 1' IN GROUND (TYP) '
¦
¦
¦
¦ Z
¦ Q J
¦ Q 0 O ~
¦ ~ ~ Q
• cn U
' ~ 0~
L 6.00' 3.00' 6.00' ~ 0~ = o
100 YEAR WSE = 336.46 o U
SHARP CRESTED WEIR ELEV = 336.10 36.10 ~ ' W Z Z
~ WEIR NOTCH U ~
ELEV = 335.20 ' 0Q
~ ~
¦
• ~ ~ ~ '
- -ice' ¦
•
¦
¦
7.5'LX6.4'WX 18"THICK ' WETLAND # 8B
CLASS 'B' RIPRAP
DETAILS
0 1 2 4
C457 SCALE:1"=2'
SCALE:1"= 2'
Yp^.
;rv.•.c;;.${;py, ~~~.a.;~ EPOXY 1 S" 0 STEEL PLATE TO GROOVE IN 15' Q) RCP SPILLWAY BOTTOM yp- • i'":, s ~`~e:' ~:~;V NOTES: ALL STEPS SHALL PROTRUDE 4"FROM INSIDE FACE OF STRUCTURE WALL. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION z z N ¦ OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS ~ 0 r
'Y~., :`.'f,. NCDOT CLASS'B' RIP-RAP .,;R:,;f~;. ;:e";°;~r' i;++'.e'r.^~;.' 7.5YX6,4'WX18"THICK = 4"0 ORIFICE IN STEEL PLATE INV 334.00 OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. O ¢ Q ¦ ~r~
A ~ `Y ' A SPILLWAY SIDE 1 18"THICK LAYER 4"PVC FLANGE EPOXIED TO STEEL PLATE UOt~z ¦
":;{~,'~'r,' CLASS'B' RIP-RAP SLOPES 3:1 , ; ~ MATCHING INVERT OF PVC TO INVERT OF 15"0 RCP I" ~ ~~=Z i" r ~ O~pW ¦
yai:r..; 5'~ 6.4' i ' RCP INV = 334.00 .f~ ~ P wwZQ
:~:j~ 000 ¦ 518"_, wry
SPILLWAY SIDE , M _s.-:~~"'• I QwCa ¦ r
SLOPES 3:1 ~°~~~'4~'' -18" < ~ ~ " PV DE EL W 1' p 4 C 45 G BO 't Y I a PLAN H p ¦
ii ~ • NORMAL POOL ELEV = 334.00 PLAN SIDE m N SIDE ELEVATION ELEVATION (
^S ~~:~:&a.i,~: 4"FILTER BLANK .y, Ai[ .4.., L w ¦
ta.~,,i;~ ~ i ...'~..u±e,:I is 3 ~ 2 ,.,,,.A~;x,; .r; 1'•. 4"PVC CAP WITH la ur CAST IRON p F- w cn ¦
1 1-1/4'"ORIFICE SPILLWAY SIDE I~ CAST IRON ELEVATION O Lli ELEVATION 3 ~ ¦ I
SLOPES 3:1 1 ~
L ~ I ° PAN I I 2. 1.0 13116' 0 " ~
:a~„a NOTE: I" 8314" 1114" ~ H88 ROR O ~ ¦ ~ (
, MICROPOOL BOTTOM ':;•~'-~~~'°~-:n''~',3`t 7.5~ A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP I ,T,~., • . ELEV = 332,00 GAIVD. N 114' POIYPR P LENE ° Q uJ ~ 5/8" ~ ~I ~ PVSiIC N / n I
, ' e '°,1'r• n : k.;.°..,.; 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST F; t„. ~`io' x^:04,., ~ ~,V~Ny .ea Y: ~ n .,......-..o.-.. ; OF A MINIMUM 4 THICK LAYER OF STONE (NCDOT #57~ e A.. ~°Y. r UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED ~ T ~ ~ Z ¦
1'
- n'` ' EQUIVALENT. ~ iE ur PtAN SIDE SIDE Z ¦ 1/s' ~ " - ELEVATION PLAN ELEVATION w Q
~ ~ ` •1 1 W_.._.. ~ ` ~ - - ~ COMPOSITE ~ I
4" HLTER BLANK i ~ REINFORCING STEEL ~ ¦ 83 DEFORMED ua° TEEL Roo ' DRAWN BY: CHECKED BY:
€ 3 ELEVATION SECTIONA-A IT NOT~OBEUSEDRVSANRARY SHEET1OFi
' SECTION A-A ELEVATION SEWER MANHOLES. 840.66 ¦ MLJ JES
¦ DATE
¦ 3-25-2008
¦ SCALE
AS NOTED ¦
/1 1111"TI A A II"1 J1A1'1 Pr111 1 1?! A nl 1 1? I/1P n/1/11 \ /PI /1 /'SIT\/ 111PPIn ~ T/'~n _ _ -
L vvciLHivu ~~D -)riLwvHr rLuivk-7C rwL vclv~,,ii IT ui33irHivK ¦ PROJECT 0NO. 713
r-~~WETLAND #8B DRAWDOWN ORIFICE C457 SCALE: N.TS. 3 4 DRAINAGE STRUCTURE STEPS
C457 SCALE: N.T.S. C457 SCALE: N.T.S. SHEET No.
' C457
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY Of HORVATH ASSOCIATES, P.A. ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED

¦ ~
¦
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~ ~
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a ~ ~ a n. _ , y t j j ~ ~
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t ~ _ ~ ¦
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~ ¦
' ~ G ~ k ~ < 1 i .4 1 G E I'
0. GE C459 ~ ~ S H4RVATH
~j ¦ ASSOCIATES
A - " ,

} ~ j ~ 16 CONSULTANT PLACE, SUITE 201
C459 y ~"~,,,,r'~" ¦ DURHAM, NORTH CAROLINA 27707 -r""- t ~ " ~ J ~ ¦ P 919.490.4990 ~ F 919.490.8953
E ~
_ _ RIFIC IN - 3~pp 3b80 bb0 ` / a 310.0 3b6A , 7"• t ~f ¦ 537 MARKET STREET, SUITE LL20 r
e 3 364.0 ~ f~ M 30'0 ~ 36b•0 ~ ~ 1 ~ ¦ CHATTANOOGA, TENNESSEE 37402 364.0 3620 , i ! r' ~ J M o 1 ~ j P 423.266,4990 F 423.266,5700
3b20 ~ 3 3600 >r ~ \ ~ ~ ° ° 1 / ~ ¦
56.0 ~ ~ 3 .o ~ o P .8~ ~ 35a
356'0 354 h~ - ' ~ , 0 356.0 354,0 f ~ o / ~ "0 ~ www.horvathassociates.com ~ ~ ~ by ~ ~yo , ~ ~ ¦
r,, 355.5 0 / ° ! 55.5 a"`' ~ h ~.~~^~c""~.~--355.5 0 355.5 r~ ' ~ ~ ,~~b ¦
~ ,,,~.',,.a--""" X 356
..w^"' / x,,,.~^"'"- 356.{{x~.... ~ P +o. ~ /
NORMAL OL ELE~, X6:0 ~ r--• 3560 ~ 355.5 356.0 ~ ~ ¦
355.5 1 , ~ ECAST
. ~ 360 ~ ' -
~ MINI 20 ~0 4 ICK~CONCRETE
~ _ ~ ~ ` 8P gOT~CTION`
~w ~ ~ R r- ~ 350 _ ~ s~'~ ~ ~ ~ U
ARi-ABLE-~WIDTH~' ~ I~E SI-~AR~P ' s a - J: ~ ~ C459 ~
0>~MW-ATER ACCESS p~ RESTED , ..~_M. """w -..,.....o'er \ ~ . ....,w..,~., ~ r' ~1 ` " ~ ¦
EASE w--~.,...-.. ~ ` - ~ Iv~,EEI~ ~ - CRES~LE = 3`7.9-~ ~-a-~--
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WETLAND #9
GRADING AND
PLANTING PLAN
1 0 15 30 60
(LAND #9 PLANTING PLAN
SCALE:1°=30' N C458 SCALE:1"=30' 0 15 30 60 ¦ "=30' ¦
SCALE: l"= 30' n' ¦ iV ¦
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OE~tEAA1. hf(#TES: ~FQ'CHE ~ COND. ~+AVEp DliGrir~, P1.~G1' ~Xl~A~'3IOP2.11~IF1TS AT ~~.:8. :...,I..., '~~~..w~'` ¦
r °''~st'aUS 3 1 Tl»1?VACS ANO Ai A1wL 07HE~ ~~OtEr13 i~Hl~F1E PROPOSED 1JITCHE~ Al1ElT' 1~~.-~ ' ~ 1{ ! ~sc~~ C7 ~ ~ N' , ~ x ¦
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~~~~a SHQ4~t~ OA AS 13IR1:C'iED 1Y1' ft'E ENGiNEEA. tdtF» C5~
I:r,~l~ ~~TCrI G,IiP,DI~5 A3t71rE, ~~~cz~l~ {~UN"1'ROL, I19~1'Al.l* rrra~c~ ~ DI"~C~ ~l8 ~ c ~ a~ ¦
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END CAP WITH 1-1 I ~ /4 ORIF CE ~le~swE>~~ ~r~lE PAVP~ ~c~~ A NI6tIN11~ ~IIDThf s~~ ~n" OR AS £iTRETI"D ~R,.~RAI~i~G~_ d~L~T !~T I ¦ ¦
TOP OF BER = 3 LF 4"PVC SIPHON M ELEV 362.00 BARREL INV IN = 356.00 TOP OF BERM 3b2.00
3 15"PRECAST HEADWALL 15"CAP WITH 4"ORIFICE 3 INV = 355.00
INV = 356.00 1 1 25 YEAR WATER I _ ¦
SURFACE ELEV = 358.62 1 YEAR WATER I I
SURFACE ELEV = 357.84 ~ BARREL INV OUT = 355.00 ~
POND BOTTOM = 35b.00 ~ ` ~ P~, . _ fi~ ~ CHANNEL ID [A] [B ~ ¦
48 L.F. 15"RCP _ @ 2.08 • ~q ~ >#W~~G_~t1~#V~~ ,~Q~N~' N~~i~ X~?AS~~..~~' DB# 7 OUT 1' b' ~ ¦ I I _
~ 3 s MICRO POOL BOTTOM = 354.W "..'w'
-2° ~ _ - -2- ~ I ~ E NATURAL GROUND DB # 8A OUT 1' b' ~ ¦
~.~L_ _-...,.I ~ DB # 9 OUT l' 6' ~ ~ ¦ I I ~ ~ ~..~x. _ „r,~, . ..r,_...,.~ ~
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:KEY TRENCH (AS SPECIFIED _ ~
I._..-."" 5.00'._... ~ -BYGEOTECHNICALENGINEER) ~
m.._.. ~ ~I I ~ ~i ~ ~ .,M;M.~,, ~ ~ cry ¦ ~ L.~~... ax,~_ 1 ~ ~
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DRAWN BY: CHECKED BY: P1't'.,~.NC"~~tLrTI~I~.F A°~~~i~ III, ¦ MLJ JES
BNONtIN~ 1'-~" Ol~~~`AI~ ALG RI*f~UII~EO-AT EA1~N E0 ' ¦ DATE • cslsT°nt gas env lar°rcH rs ~r~n ~c~~r r~ ~ 3-25-2008
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Wt'~H T~iE 1',~" 93EPTH, D~~TN A~ THE CWOeaiw Wit„ ~+Y-Ei~.. AEOt1CEp 11;(~ 1'•&" ra. i.s THk TqP OF ENE PIPS, ¦ SCALE
l A / rT 1 A 1. 111 11 r1 111"1 A 1 ~ / i'1 r11 ~ / ? I /1 n ~ r ~ /1 r ~ ~ 1- i ~-r n ~ ~ ac tvnTFn
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.~lQ 1850.01 ¦ PROJECT 0NO.
C4rJ$ SCALE: 1"=5 $50. Q1 SCALE: 1"= 5' 713
4 CONCRETE CHANNEL SHEET NO.
0458 C458 SCALE:1 "=30' ¦
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©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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14 L.F. SHARP CRESTED WEIR ELEV = 357.90
0 NATURAL GROUND
0 1 L.F. WEIR NOTCH ELEV = 357.10
o ~ • H 0 RVATH
r ¦ ASSOCIATES
- ~ M= PIL
4" (TYP) ' ~ ~ 16 CONSULTANT PLACE, SUITE 201
¦ DURHAM, NORTH CAROLINA 27707 ~ P 919.490.4990 F 919,490.8953
a
v ¦ 537 MARKET STREET, SUITE LL20
1 1 ~ CHATTANOOGA, TENNESSEE 37402 P 423.266.4990 F 423.266.5700
1 1 7.5'LX7.6'WX18"THICK ¦
KEY TRENCH AS SPECIFIED CLASS'B' RIPRAP ~ www.horvathassociates.com
( BY GEOTECHNICAL ENGINEER) 5.00'
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KEY CONCRETE ¦
1' IN GROUND TYP ~ )
• CONCRETE SLOPE PROTECTION ¦
SEE BASIN OUTLET STRUCTURE NOTE'D' ( ) ¦
Q
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TOP OF BERM ELEV = 362.00 ° J Q0
0~ ~Q
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p 100 YEAR WSE _ C/~ ~ ~ .5 Q
7.00 1.00 7.00 - - ¦ o
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P CRESTED WEIR ELEV = 357.90 SHAR i~ ¦ ~
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WEIR NOTCH ELEV = 357.10 ¦
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7.5'LX7.6'WX 18"THICK WETLAND #9
CLASS'B' RIPRAP EPOXY 15" 0 STEEL PLATE TO GROOVE IN 15" 0 RCP ¦ D E 1 A I ~~J
3 4"b ORIFICE IN STEEL PLATE INV =356.0 ¦
~ 4"PVC FLANGE EPOXIED TO STEEL PLATE
~ ` ~ MATCHING INVERT OF PVC TO INVERT OF 15'f~ RCP ¦ ~ k, t. .s -dr 'a K,
15"0 RCP INV = 356.0 '
~ 0 1 2 a Q0~ ¦ 15"RCP @ 2.0 V /O 4" PVC 45 DEG ELBOW ¦
C459 SCALE: i°=2'
SCALE: 1" = 2' NORMAL POOL ELEV = 356.0 ¦
I ~ ~ ~ ~ ~ ° ~ ~ ~ 4"PVC CAP WITH ~ 1 1-1/4"ORIFICE ¦
¦ F ~ ~ ~ ~ ~ E ~M ~ i ~
~ , i ~ --~-~--~-_w~. i ~ j ~ ~ MICROPOOL BOTTOM ¦
' ~ : ~ i ~i~~~~~~~~-~~ ELEV = 354.0 ¦
A'-0" O.C.
z~~a" POSTS SHALL BE EQUALLY um.~.~.m...+...wf.. i i ....m I .w...... ~......»....E,...,.«.! f ~ i.. f n......., ~ ~ ~ N {,..,„....e,......,....... ~ ~
SPACED
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0 0 ¦
t-318" Itrr.l 2x6 y2 PRESSURE-TREATED q..>..~~.,,\.y. • . . 4 WETLAND #9 DRAWDOWN ORIFICE ¦
MARINE-GRADE POST WITH ~ ~~~°<;x<,.~<""`'"''' - ~a~~:~ 8^o.C. WA BOTTOM ~ SPILL Y , ; A~.; ~ y'
• PLYWOOD CEDARCIDE ON . ":a~.; K NCDOT CLASS'B' RIP-RAP .,.,;f.;,:~:. C459 SCA1E: N.T.S. ¦
BS-1088 BOTH SIDES OF ~ `~«~6;y,•. 7.5'L X 7.6'W X 18" THICK PLYWOOD ''w?`~;~r`.^~ F,~ _ A A SPILLWAY SIDE iPILLWAY SIDE ¦
i 10' o SPEC o 18"THICK LAYER SLOPES 3:1 TREATED WITH . <; ~ cLASS'B' RIP RAP iLOPES 3:1 ¦
CEDARCIDE ~ -~1' 7.6' x 4"CARRIAGE BOLT •
WITH WASHERS ~0 1' T' ¦
t Y HOT-DIPPEDGALV. W DE AND BITUMINOUS SPILL AY SI ,u,; ¦
PE 3:1 Y,,. s;~ tk, ,--:ter 3,. 1.5' 0 0 0 o COATED (TYP( SLO S ; , 1' ¦
TOP OF GRADE • J ~t~ _ HEADWALL NCDOT CLASS'B' RIP-RAP
. 'g ~ G ~~.S it n Jyt t}f c ~ ( ~ { , i:~~ ~7~:: e . 4"FILTER BLANK IS'LxlB'Wx18"THICK ¦ I I 18"THICK LAYER
? - `I :g ..t i ~ ,-g .:'r;"ti'~':i.g`'~;. t.tr r";`.~~'~+o;',: iv i ' CLASS B' RIP-RAP ¦ A { .~::.aa: A
' ' ' ~ SPILLWAY SIDE 18' ¦
SLOPES 3:1 2' 2' ¦
72' ~ ~ ~ ~ ~ 18"MIN . i..' PLAN
CONCRETE 2' 1'
~ BASE . '+?~:i`a~::~°L•ae-, NOTE: s, 7.5 .''•'i; ~ , ;x , A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP > . RIP-RAP ~ ~ ~ ¦
"V ~ ` 1' d~'~`:'''' 1' AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ` ~ ~ ~~~~i'+,'=-'`~~i~"'~ 't~: ~ . OF A MINIMUM 4"THICK LAYER OF STONE NCDOT #57 :ONSIST 30"0 RCP A~.`•4••<:,• ~ ~ I I f57) _ 4"FILTER BLANK ¦
~ . ~ s . ~ ~ _ - UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED OVED 15
~ o ' 1 EQUIVALENT. ¦ PLAN I
~ y2' MARINE-GRADE PLYWOOD y2' MARINE-GRADE PLYWOOD ~ SECTION VIEW (BS-1088 SPECI TREATED WITH CEDARCIDE (BS-1088 SPEC) TREATED WITH CEDARCIDE ¦
4" FILTER BLANK HEADWALL ¦
PLYWOOD JOINT , , , DRAWN BY: CHECKED BY;
2x6 PRESSURE-TREATED POST SECTION A-A NorE: ' MLJ JES 2.1 A FILTER BLANKET SHALL BE INSTALLED BETWEEN THE RIP-RAP
WITH CEDARCIDE (TYP) 30" !?J RCP R`:.: AND SOIL FOUNDATION. THE FILTER BLANKET WILL CONSIST ® DATE
_ _ _ _ N OF A MINIMUM 4"THICK LAYER OF STONE (NCDOT #57) ¦ 3-2J~-ZOOS UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR APPROVED SCALE
_ EQUIVALENT. ® AS NOTED
%g' x 4" CARRIAGE BOLTS
_ WITH WASHERS n ~A,r~n A ?in .un inn I IAl A\/ ni i ~?inr n~~t vrt n~tTV I11[`(`In ATr1n
HOT-DIPPED GALV. AND 3 VVCIL/HIVU f 7 Jf ILLVVHT rLUIVVC rUUL VCLVLII T UW3Ir/1IUK I 15' I (SrILICK EE NOTE) nti ¦ rKwt~i 0713
r2_'\\WETLAND #9 PLYWOOD WETAND BAFFLE WALL BITUMINOUS COATED 459 SCALE: N.T.S. C (TYP) SECTION A-A
C459 SCALE: N.T.S. ¦ SHEET NO.
PLAN VIEW
5 9 PLUNGE POOL WITH VELOCITY DISSIPATOR ¦
C459
C459 SCALE: N. s. ¦
©COPYRIGHT 2007 THIS DOCUMENT AND THE DESIGN ARE THE PROPERTY OF HORVATH ASSOCIATES, PA ANY REPRODUCTION WITHOUT PRIOR WRITTEN CONSENT IS PROHIBITED