20060835 Ver 2_Site Plan_20070621

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t \ PROPOSED BUILDING, TYPICAL ,I 1141 ~ . , ~ CASHI~S
' 1i i ' ~ . ! l~O~. 553
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i r~/ ~ 10
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t ~ ` ~ BIORETENTION CELL #1 ~ (2,250 sf t -Intercepts ~ ~
I ~ z Drainage from Area # 1) BIORETENTION CELL • 111
SAND FILTER BED 1182 - r,
~ ~ { UNDERDRAIN, TYPICAL
~ ~ 1116 ~
t / ~ ~ ~ s
~ ~ I ~'`c t BIORETENTION CELL / ~
SECONDARY OVERFLOW ~ /
t ~ ~ ` ~ `t STRUCTURE AND PIPING, TYPICAL
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~ ~ ~ ` ~ ~ LOCATION MAP ~ g N
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LEGEND
1 ~ ? ` ~ ` R~ p - L P~ Pi. PROPERTY BOUNDARY (APPROXIMATE)
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r ' is r_ .......'D ..~.G~~~~ ~ . . . ' . ~ ~ ~ ~ _ RSA ° . . • ~ ` EXISTING CREEK (per Johnson Land Surveying)
~ ~ ~ ~ ~ ~.~0.4~ acres t):.~ ~ : ' ' ` R~ \ T ,
` ~ . 1 ~ ~ ~ ~ ~ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ . ~ PROPOSED ASPHALT PAVEMENT
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\ ~ 'I: ' L,: ~ PROPOSED CONCRETE SIDEWALK
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APPROXIMATE WETLANDS LIMITS - (per Fish & Wildlife Associates - Boaze)
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R~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - STORM DRAINAGE SYSTEM FOR INTERCEPTING OFFSITE DRAINAGE (AS NECESSARY)
• y , ' , . • ~ . . 11 Ott ~'r ~ ~ i. h• . . ~ ~ ~ ~ • ~ ~ ~ ~ ~ STORM DRAINAGE COLLECTION SYSTEM FOR ON-SITE STORMWATER
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~ ' ~ . ~ ~ - I ~ . • , • • • S, • • • • • • • - . ' ' . , I , ' ' , • . • ~ ' • ' . ' BIORETENTION CELL SAND FILTER UNDERDRAIN PIPING
. ~ ' • • • • • • ' • ~ y ' ' ~ ' • i ~ ~ 1 ~ ~ , EXTENDED UNDERGROUND . ~ s STORMWATER DETENTION ,___~___o~___o~ g~ORETENTION CELL SECONDARY OVERFLOW STRUCTURE & DISCHARGE PIPE
.ti .t ~ r ~r ~ _ ~ J ~ ~ ~ ~
' ~ ~ ~ ' ~ ~ SYSTEM (OVERSIZED PIPING
• WITH DISCHARGE RATE CONSTRUCTED BIORETENTION AREA WITH SANDBED FILTER AND UNDERDRAIN
I 1 • V~~ . ' . • • • ' . • • • • • • . • ~ ~ CONTROLLER)
I ~ . - - - - - - - - ON-SITE STORM DRAINAGE SUB-BASIN BOUNDARY
t ~ a1 • r ti•• •r.... ! `j`` • r f.. ~ ~
L - ~ ' ~ ~ ! ^n.. . ~
I BIORETENTION CELL #2 ~ T`.. , • • • . • • ~ ~
~ (1, 780 sf t -Intercepts • • , • • • . ' ' • • ~ • • M • . • ~ y.
I Drainage from Area # 2) ~y ~i • . ~ r...~ ,r'~, j.. \ / Sri ~Z ~ ~ ,.CT'` ~
~y _~y t -'Y
~y -may ''y, 'rte . ' .
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BIOR~TEN (2,140 sf ± - L +4v•- 7 c °T
s n erce s ~,',a ~r ra ~ . . s
Drain ge fro SE ARA S TEM r ~ ~ ~ e om rea r~~, r BIORETENTION CELL #6
` * ` 1• ~~t { ~eh 5~~ (2,760 sf t -Intercepts
Sig P -.,~i: ~~.v ~ ~ ~ ~ ~1^ 'anti ~ ` A ~ ~ ' ~ (0: 1~_a~cre ' Drain Drainage from Area # 6)
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qq~~ . • , ~ . M~', 1'" , • . .~~'~lt ' ~a ~'l~. , " ' ~ y~ \ ' t
~ btL • ~ M:qr,: ~'~L; fr. &reY~~.~ . . '
`f v.,, (r y `r . . 8 • ' . . ~ ~ • ~ • • '
O SIT PR JEC N ICA 'C r; . . { pi..h . . ~ J• ~ 1 ~ . ` ~„1,~~~' ' , .
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` , , , . r xy,~oz
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• , . • ~ ' ~ 25 0 50 100
• ' • • ~ ~r . ~ ' 1 . ' .
• • i~ L . ' • • f ~ ~ ~ ~ ' ~ ~ ~ EXTENDED UND ~i~." ~ ~ : ~ ~ ~ ~ STORMWATER D I~UNDERGROUND
. . ~ ~ ~ .TER DETENTION scn~e: ~ = ao rest
~~~~~`e~~~ STORMWATER SYSTEM COVER DISCHARGE WITH . ~ ~ z WITH DISCHARG ~ 1 ~ ~ : . ~ / LEVEL SPREADER ; ` ` ? \ CONTROLLER) )VERSIZED PIPING
. ~ • 111 HARGE RATE .ER)
/ • ' . • ' . . • ~ • y/~ ~ ~ ` ?
F • . • n~~A~~ r: . ~ \ ST ~ z DIS STORMWATER TO APPROXIMATE ROUTING OF FUTURE
+ n, ' i, ' ~y r-DISCHARGE TO UTILITY LINES, TYPICAL
L \A UPLAND BUFFER AREA
h ~ , ~~C ? :
~
~ . i ~f ti~ APPROXIMATE GPS LOCATION
~r~ = u , f>.• 4~ z OF EXISTING WETLANDS PER
` ? FISH & WILDLIFE ASSOCIATES,
1 I TYPICAL i
~ s ~ ' ~ ~ ~ ~
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BIORETENTION CELL #4 s ~ ~
(7,995 sf t -Intercepts L z
Drainage from Area # 4) \ A 5 5
s ` ~ S •
~ a ~ ~ N ~ a ¦ 5 a s
1 N ` ` ` ` ~ ` ` ` ` ~ ? ` ` ` S ` ` `
f ` ` ` , ~ a ~ S 4 `
\i ~ ? ? ~ ~ ` ~ 4 ti ? ~ N ` 4 f
~ ' , ` ` ~ ,f; R ~ 1 ~ ~ ti 5~ ~ ~
~ BIORETENTION CELL #5 ? 'o~ ~ ~ ~ ~ ~ ~ ~ - 0, ~ ; ~ ~ ~ ~ ~ ~ a ~y~
TOTAL TRACT AREA = 10.78 Acres ± (1,000 sf t -Intercepts ti ~ ? ~ ~ ?e h i S S ` ` ` ` i ~9
? ~ ~ ? t ~ ~ ~ ` ` ` ti ? ? ? ~ ? ~ ~ ~ ~ ~ ~ ~ ? ~ ~ ~ ~
TOTAL BUILT UPON AREA SHOWN = 6.15 ~c PERCENT BUILT UPON AREA = 57.1 % ± ores ± Drainage from Area # 5) ~ ~ ? ~ ~ ~ ~ ~ ~ ~ ~ s ~ ~ ~ ~ ~ ~ ? 'o r ~ ? ~ ? ~ ~ ? ? ~ ~ ~ ? ~ ? 1 1
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~w--....._ N ti ~v......~-....~ tr_._._y s--..ss L S7~~SSr~~SS w ` S~w~SS ` li--~,~ ` ? ~...ss,...,~,5 ` ~ 5 od ? ~ ~ ~ ~ ~ ~ ~
N ~ ~ ` ~ ~SS~$S 7i--...y ~ ~ s ~ ~ ~ ~ 1 ~ ~ ~ ~ ~ ~ ti ? ~-s~s`~+ss ~ 0 ~ ? e ~ ` ~ r~
EXTEN STORM ~ ....,~~L-.r..,..,.y o~ ~ ~ e ~ o ~ ~
i 7i =--1r ? 1r =_1„y 1 ? ~ a 1~----.-.- ~ 0 ~ ? ~
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REVISION NO. DESCRIP"f10N DATE BY Y a
, ~ L ofquist & Associates, Inc, i
i
, PLANNWG ENGINEERING DESIGN I
Professional Service Dedicated to Clients & Employees Il Citrus Drive Sylva, NC 28779 (828) 586 -1424 [phone] Fax
I
C 200'I. LOt9~BA~KK~. All nghb icmM. My repraducYaomreuce ofMis doaimrntwillwW Ne up~zs pvmission otLOfgwHRA.ssociaea, Ia.. is sbrclly poLibilM Drawn By: VWL Checked By: VWL File: A01.dwg e
Project No.: 0408J05 Plot Date: June 15, 2007 Scale: AS NOTED