SW7090703_APPROVED PLANS_20090724

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT. NO.
SW ;V qd Za �
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

L/C 32-1460 GRANDY
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12.20P
12. OP 4,
STORMWATER DRAINAGE STRUCTURE SCHEDULE:
81 CATCH BASIN
Al
MOD. CATCH BASIN
W/WEIR WALL
RIM=8.00
RIM=10.40
INV=7.00
INV(A2)=6.00
61 TO 62 202'-15" RCP
® 0.5%
INV(C01)=7.00
INC(C1)=6.00
WEIR TOP=8.90
82 FES
At
TO A2 105'-15"
RCP ® 0.5%
INV=6.00
(CDROOF DRAIN CLEAN OUT
A2
MANHOLE
RIM=13.10
RIM=12.52
INV=9.16
INV=5.48
C01 TO CO2 36'-6" PVC ®
2.07.
A3
E
5.29
CO2 ROOF DRAIN CLEAN OUT
Al
TO C1 161'-15"
RCP ® 0.6%
RIM=11.81
INV=8.44
C2
MANHOLE
CO2 TO (Al) PVC ®
2.0%
RIM=12.00
INV=5.52
C2
TO C3 251'-15"
RCP ® 0.3%
NOTE:
Al SHALL HAVE ADDITIONAL
6" OPENING
C3
FES
I EAR OF STRUCTURE TO RECEIVE FLOW
INV=4.77
FROM SLOT DRAIN. WEIR WALL
SHALL BE
PLACED AT ELEV. 8.9' TO CONTROL
FLOW
TO OVERFLOW PIPE(E)
ALL
CROSS AND
LONGITUDINAL
SLOPES ALONG
ALL ACCESSIBLE ROUTES SHALL
BE
INSTALLED IN
ACCORDANCE
WITH ICC/ANSI
A117.1 2003 EDITION
L� i "'' 4. - --- -I 10.8G 10.90P _\�FL
- -�-i2:51200PA6 "TC 11.10TC = T OT
' 1' 13 0 C MGr %14 C 12.80TC s12.50P'
10.60P 10P, 12.3OP12.90TC 11.10TC 1070@ a''11.80P 12.40P `�- MANHOLEs A2 11 50PCIBASNH10.60P / - -- �- M.B.L---------------------- ---------------- ! 9.90TC
O$ 9.90FL I NOW OR FORMERLY____ 'l� 10.80TC ; ND DEl/ELOPME ^ll?T � 110.20 10.10TC �5" R11.10TC 11.80TC 12.1OiC 12.73TC i3.10TC 12.93TC 12.73TC !� `•30FL 995FLC 10.45TC fz2o ACRES
9.60P p2 oo 10.80TC 10.60P 11.30P 11.60P 12.40P 12.60P 12.60P 12.40P ! m 95FLD.E. ss8, Pc. ass
2 � 10 30P 'I, CONCRETE .• 12.53TCSLOT DRAIN CAfCH \9.9 - 00 12.LAi
BASIN 11.30TC12.70P10.80FL 1 8-1.25TC 11.70TC11.75P9.40FC - ID6ELM E
40 22R 10.75P 11.20P 11.45P 10.0 C
WIPE DOWN CURB 12.33TC�- . - �!� 11.70TC
13.12TC 13.00SW 1.3 TC 12.00P i 11.20P
11.95TC 12.50P 72 P.
10. OTC 10 60TC {
13.00T 10.0 L
- a
S
11.50P 11' OP I ? 11.4 = 12.78P rY3' QSW .. 13,10 » 10.50FLAel, 1 O 10FL 4.1 0TC
o CONCRETE SWOT DRAINS#1 S. 12.10P p I I 60PI
v i of W/3'x6� CLASS 1 RIPAP `4 k:r 12.80P Jp® 10.05FL I`\ AI 7G� 11.90TC
2% I 7 1 j 13.20TC .: o ��.�5� 11.40P
cnori 'e' j 13.00P ' ` ��6 I' ROp PROPOSED 20' PRIVATE
WINDOW p,
N 13.20TC 13.16SW CLEAT OUT CO2 DRAINAGE EASEMENT F,
W W i t ( C ; -�
z U Q Y 10.10T 12.20TC
a 7 I' 9.60P fAOP I �I+I "
Q N t CLEANOUT C01 �I Al. OP
a T
0 > - � v 1 .pflTC l 11.60TC � I I - 10 80P �
a r OP 36 -6 PVC ® 2.0%
11.10P I aDONALD s "I'
g j RESTAURANT 11 2G �1-2.50TC
d i r M 4587 r 11.10TC I G
7 I o = 3,900 SF ri r 10.60FL �\ i ; 1 OOP HP
6ID
_ 10.90TC 11.70TC 13:fl0 I `' I' -�
13.20TC 1 STORY 13.10SW 3 �� - 11.80TC
v IN, a 10.40P 11.20P 74 SEATS�� 11.30P
13.00P -
12.1 OP '
' �111QTC_ 11.50TC F-13.20 I 10.95TC
.:
1Q6 P 11.00P WINDO c 13.16SW • y? 11.5TC 1 .4
Il CONCRETE SLOT 12.65TC ;, 13.1OSW 13.1OSW
I)
N I 9.40TC t N SEE HANDICAP -'�� ' \�
I) 9.40P DRAIN #2 W/3 x6; a 1�.'%'.15P 13.10SW » » - z �, 11.45FL MANHOLE Cl r .,
13.00TC RAMP DETAIL A
2% i CLASS 1 RIPRAP, 0.' 5TC 12.40TC 12.80P 13.10SW 12.5OP" SHEET D-400.
11.85TC 1d L
0. 5P 11.90P
11.35FL 12.60SW 12.50TC 11 G
13.00TC
('I 13.00P 13.16SW"l3.1OSW 12.50P
I - - 13.00TC 13.lOSW Vl2.50PC ' I '', 1 J.SG�y
$ _ 10.88TC 2 -
V '
r'n
9.0OP 11 47PC i
1 12.40TC � 12.50P
11.90P
I
.
WIPE. DOWN CURB y
12.10TC 12.20TC 42.60TC 11.60TC
_T_ _ _ 11.60P 11.70P---------------
m I 4 r----- -----� 0 NY N 8 L _ 12.1 OP 11.1 OFL I �� ✓ r' ii i r
----- - N
✓------------12.00TC LINE
-
` ' �. 11.50P 12.26TC PROPERTY
„e SAMP DETAIL
h /
x - - R »g» 11.70TC 11.76P OOTC 12.80TC r % i
- f P
sEcnorr 'A' - --? .0' -k, -- J i 3 12.3G s _
2 ns SHEET D-400. 20P 12.34TC 1250 T 12.30P 12.05TC _ -��01 'Nn
ao BM
- 2 / 11 �61 TC 11.84P N 12.20FL G
1 T 11 P / 12.50TC 12.20TC 11.55FI , ?► / r
r i11.30TC 51 TC /� 12.50P , tia
' „ I o t'_ 11.01 P a -
1 Q 53P G
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--- -
-- 2.90TC - r f
o a s f ` 10.96P 10.83P CURB 12.20TL 12.40FL HP 13.OG It'. METAL GRATE
w a _ -
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114G 12.OG GRADE
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CNARLES R'; BEASLEY
I IW/4'x6' o D.B. 507,2PG. 326
CLASS 1
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Designed By: D. YEATES
Prepared By: D.YEA TES
Issue Date
04/20/09
Blakeway Project No.
6049.08
Sheet Number
G400
I K'. 39-14sn r.RANnY

L/C 32-1460 GRANDY
LEGEND OF GRADE NOTATIONS:
\ \ \ TC = TOP OF CURB
\ \ \ FL = FLOW LINE OF GUTTER
P = ASPHALT OR CONCRETE PAVEMENT SURFACE
\ SW = SIDEWALK SURFACE
G = GROUND SURFACE
\ \ \ M.G. = MATCH EXISTING GRADE
\ \ \ » \ H.P. = HIGH POINT OF GRADED SURFACE
NOTE:
1HE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN
DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION
OF THE INTERNATIONAL PLUMBING CODE.
moo•\ �� / �\,, � �\ �
biTCH
INVERT 0
— —
1 /
15" FES C2
1 W/4'X6' CLgSS
1 RIPRAP / 6' ®1�• �'~` \`` �%
\ U
NOW OR FORMERLY , C�
W&✓ LAND DEVELOPMENT LLC. s
18'
EL 10.00'
� SCOpE
ESTABLISH VEGETATIVE COVER FOR ALL SIDE NOTE: BMP1 AND BMP2 ARE
SLOPES AND MAINTAIN 6" HEIGHT. BOTTOM HYDRAULICALLY CONNECTED AT
SHALL BE COMPOSED OF NATIVE SOIL ELEVATION 8.00'. 2.5 X REQ.
VOLUME FOR COMBINED SYSTEM
(20,691 CF) IS MET AT ELEV.=8.43'
VARIES 18'
1.5"/24HR STORM VOLUME OF
SECTION A -A
EL 10.00'
OPE
CROSS SECTION OF INFILTRATION BASIN BMP-1
NOT TO SCALE
ESTABLISH VEGETATIVE COVER FOR ALL SIDE
SLOPES AND MAINTAIN 6" HEIGHT. BOTTOM
SHALL BE COMPOSED OF NATIVE SOIL
9' VARIES
EL 10.00'
3; � _
�k SCOpF
f2.20 ACRES
D.B. 858, PG. 389
CRO
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EC-1 STONE SCHEDULE
i
10.82P MG
HALF PLAN B
J /
TYPE A
TREATMENT
Q
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NOW OR FORMERLY
MOUNT ZION METHODIST CHURCH �Q �� ; �' _ Qq)o
D.B. 225, PG. 249
yV.nnn
dc
r� \ HALF PLAN T RIP w
N v TYPE B m • FILTER
TREATMENT L 3H �— B RIP RAP ��� at I
BEDDING
NOW OR FORMERLY
FORBES CORNER PHASE 2 \
P.C. H, SL. 273
P.C. H, SL. 309
P.C. H, SL. 311
LOCATION
RIP
RAP DIMENSIONS
A3
4'
x 6'x 2'
DEPTH
B2
4'
x 6'x 2'
DEPTH
C2
4'
x 6'x 2'
DEPTH
SLOT DRAIN /1
3'
x 6'x 2'
DEPTH
SLOT DRAIN #2
3'
x 6'x 2'
DEPTH
FILTER CLOTH
BEDDING
1.5"/24HR STORM VOLUME OF
12,381 CF MET AT ELEV.=8.32'
SECTION A -A
GROUND
NOTE: BMP1 AND BMP2 ARE
HYDRAULICALLY CONNECTED AT
ELEVATION 8.00'. 2.5 X REQ.
VOLUME FOR COMBINED SYSTEM
(20,691 CF) IS MET AT ELEV.=8.43'
9'
EL 10.00'
SCOPE
3:�
SS SECTION OF INFILTRATION BASIN BMP-2
C�I:T�lll.l�]
NOT TO SCALE
BMP SYSTEM NOTE:
8
BMP-1 AND BMP-2 ARE HYDRAULICALLY CONNECTED AT ELEVATION 8' TO
PROVIDE MAXIMUM SITE STORAGE DURING LARGER STORM EVENTS. OVERFLOW
ROUTING FOR THE COMBINED BMP SYSTEM IS PROVIDED IN STRUCTURE x "
CB-1(A-1) AT ELEVATION 8.9' IN THE FORM OF A WEIR WALL WATER LEVELS
EXCEEDING 8.9' ARE DESIGNED TO CONVEY SOUTH TO THE DITCH (FES C-2).
MIN. 3D \ /
HALF PLAN HALF PLAN
TYPE A TYPE B
TREATMENT TREATMENT
DETAIL SECTION A —A SECTION B—B
GENERAL NOTES:
1. FOR MULTIPLE LINE INSTALLATIONS DIMENSION D IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL
WIDTH M.
2. ON ANY SECONDARY ROADS INSTALLATION REQUIRING EROSION CONTROL TREATMENT WHERE NO
ENDWALL OR ENDSECTION IS SPECIFIED ON PLANS, CONSTRUCTION IS TO BE IN ACCORDANCL WITH
DETAIL 2 SHOWN ABOVE
3. TYPE A OR B TREATMENT TO BE AS SPECIFIED ON THE PLANS.
"
DRY RIP RAP
MIN. DEPTH
RIP RAP
CLASS 1
2'
CLASS II
3'
4. TYPE B TREATMENT THE TOP 8 OF THE STONE SHALL BE GROUTED IN ACCORDANCE WITH V.D.O.T ROAD d:
MIDGE SPECIFICATIONS, EXCEPT THE THE PORTION BELOW THE TOP 6' MAY BE CHOKED WITH FlNE MATERIAL
5. RIP —RAP FILTER CLOTH BEDDING TO BE INSTALLED UNDER ALL EROSION CONTROL STONE IN ACCORDANCE
WITH THE SPECIFICATIONS.
EC-1 STONE FOR EROSION CONTROL DETAIL
NOT TO SCALE
SECTION A —A �MoaFIEn CATCH BASIN 6' WIDE
NITS 8 '
m FLOW DIVERSION WEIR
WIDTH e 2 ROWS OF SOLID
BRICK OR 6' OF CONCRETE E
flow $
BAlP�1
NTS
INVERT:
m
FIN. GRADE ELEV. 8°90' FOR
TOP OF FLOW DIVERSION WEIR:
WEIR WALL IN MODIFIED CB -I (A -I
NOT TO SCALE
GRAPHIC SCALE
20 10 0 20 40
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Prepared By: D.YEA TES
Issue Date
04/20/09
Blakeway Project No.
6049.08
Sheet Number
C-401
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Designed By: D. YEATES
Prepared By: D.YEA TES
Issue Date
04/20/09
Blakeway Project No.
6049.08
Sheet Number
G402