HomeMy WebLinkAboutSDP200800166 Plan - Approved 2008-12-157-4
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AMENDED FEATURES
TODD M. PHIA
ilk
No. 22NO
r__ 0
Finished floors raised I'
2. Parking moved 4' and raised 3' Li z <
3. New f ire hydrant
SANITARY SEWER
Sprinkler line
5. Steps
In
ciooLl
LP
STORM SEWERI
7. Sanitary sewer elevation adjusted
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N LO
ED +
B. Yard drains & 6" plastic storm line 0
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11
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Installed 100 SF Biofilter for water quality
630
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11. New outlet pipe for biofilter
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E
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134
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WATER QUALITY ANALYSIS
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IMPERVIOUS AREA FOR HALF OF THE ROOF SYSTEM - 2,213 SF
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BIOFILTER—AREA REQUIRl - 2,213 SF * 4.0%-- 88.52 SF --01F BOTTOM AREA
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Ub (typ)
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W W - W
12 OUTLET PIPE
ELEV-610.26'
LANDSCAPE REQUIREMENTS
3 - 18" VIBRUM DENTATUM
i - 2.0" CAL CERCIS CANADENSIS
TOP OF BERM EILLV - 616.50
AMENDED FEATURES
TODD M. PHIA
ilk
No. 22NO
r__ 0
Finished floors raised I'
2. Parking moved 4' and raised 3' Li z <
3. New f ire hydrant
4. Sprinkler line
5. Steps
In
ciooLl
6. Retaining wall
STORM SEWERI
7. Sanitary sewer elevation adjusted
N LO
ED +
B. Yard drains & 6" plastic storm line 0
39. Roof drains redirected to biof ilter L
II
Installed 100 SF Biofilter for water quality
630
IS
11. New outlet pipe for biofilter
it
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ASTM C33 FINF
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ELEV=611.50'
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0
GRAVFI
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PIPE 1% MIN, SI OPE
2
cf)
WRAPPED
91 TER i..
TOP Of" BERM
ELEV = 616. hJ` _lOP El. E-V 616,00' B 0 T 4TOM INV 611.50'
E
0.5' WITH 12" STANDARD H 20, HINGED
134
Nyl_..OPLAST IN[ INE DRAIN
WATER QUALITY ANALYSIS
13 00
IMPERVIOUS AREA FOR HALF OF THE ROOF SYSTEM - 2,213 SF
Cr
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BIOFILTER—AREA REQUIRl - 2,213 SF * 4.0%-- 88.52 SF --01F BOTTOM AREA
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ELEV-610.26'
LANDSCAPE REQUIREMENTS
3 - 18" VIBRUM DENTATUM
i - 2.0" CAL CERCIS CANADENSIS
TOP OF BERM EILLV - 616.50 SIDE SI.OPE RE.GRADI D
Tn -, (kAA0
4" PVC ROOT F
DRAIN
AMENDED FEATURES
TODD M. PHIA
ilk
No. 22NO
1. Finished floors raised I'
2. Parking moved 4' and raised 3' Li z <
3. New f ire hydrant
4. Sprinkler line
5. Steps ciooLl
6. Retaining wall
ELEV=613.00'
7. Sanitary sewer elevation adjusted 4)
B. Yard drains & 6" plastic storm line 0
39. Roof drains redirected to biof ilter L
10. Installed 100 SF Biofilter for water quality
IS
11. New outlet pipe for biofilter
ASTM C33 FINF
Z z
ELEV=611.50'
0
SIDE SI.OPE RE.GRADI D
Tn -, (kAA0
4" PVC ROOT F
DRAIN
C V 'I rs: TODD M. PHIA
ilk
No. 22NO
IONAL
50% SAND//30% TOPSOIL.
0% LEAi::* M111,111CH
ELEV=613.00' SAND- _!.0)"......0 04"
IS ASTM C33 FINF
Z z
ELEV=611.50'
0
GRAVFI
P C4PERFORATEPVC AASI-fO M'"3.
PIPE 1% MIN, SI OPE
2
cf)
WRAPPED
91 TER i..
TOP Of" BERM
ELEV = 616. hJ` _lOP El. E-V 616,00' B 0 T4TOM INV 611.50'
0.5' WITH 12" STANDARD H 20, HINGED
134
Nyl_..OPLAST IN[ INE DRAIN
WATER QUALITY ANALYSIS
IMPERVIOUS AREA FOR HALF OF THE ROOF SYSTEM - 2,213 SF
BIOFILTER—AREA REQUIRl - 2,213 SF * 4.0%-- 88.52 SF --01F BOTTOM AREA
100 SF OF BOTTOM AREA PROVIDED IN BIOFILTER
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Z z
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5
SIDE SI.OPE RE.GRADI D
Tn -, (kAA0
4" PVC ROOTF
DRAIN
4" PERFORA7,7,1 PVC
OU11ET S[RUCI'URE PIPE @ 1% MIN, SLOPE
GRAVEL
MUTES:
12" NYLOP' - AS! RISER
1. Fhe Rio -Filter is no, Io be const.n.ic lied until the site is odeqU(Clely stabilize according to Resoi.jrcesPersonnel (434) 296-1,5861
2. The Bi o 41- e r soil mix must be Luck Bio--!=ilter Mix or tesltested arld approvedequivalent. For more inforl on please call Water Resources Dersonne, at434) 296-5961
GRAPHIC SCALE 1"=20'
M06_0 I
0 20 40 60
Ill
J
W
J
U
W
W
O W
cc
CL I En
PROJECT NO: 06.0793
INDEX TITLE:
SHEET NO:
2 OF 2
DATE: OCTOBER 29, 2008
50% SAND//30% TOPSOIL.
0% LEAi::* M111,111CH
ELEV=613.00' SAND- _!.0)"......0 04"
IS ASTM C33 FINF
ELEV=611.50'
NDE:R DRAIN GRAVFI
P C4PERFORATEPVC AASI-fO M'"3.
PIPE 1% MIN, SI OPE 1 /2 i WRAPPED
91 TER i..
TOP Of" BERM
ELEV = 616. hJ` _lOP El. E-V 616,00' B 0 T 4TOM INV 611.50'
0.5' WITH 12" STANDARD H 20, HINGED DESIGN
Nyl_..OPLAST IN[ INE DRAIN
4" PERFORA7,7,1 PVC
OU11ET S[RUCI'URE PIPE @ 1% MIN, SLOPE
GRAVEL
MUTES:
12" NYLOP' - AS! RISER
1. Fhe Rio -Filter is no, Io be const.n.ic lied until the site is odeqU(Clely stabilize according to Resoi.jrcesPersonnel (434) 296-1,5861
2. The Bi o 41- e r soil mix must be Luck Bio--!=ilter Mix or tesltested arld approvedequivalent. For more inforl on please call Water Resources Dersonne, at434) 296-5961
GRAPHIC SCALE 1"=20'
M06_0 I
0 20 40 60
Ill
J
W
J
U
W
W
O W
cc
CL I En
PROJECT NO: 06.0793
INDEX TITLE:
SHEET NO:
2 OF 2
DATE: OCTOBER 29, 2008