SW4090401_APPROVED PLANS_20100922

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�L/,y
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

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HANDICAP ACCESSIBLE
AREA H2I TO EXCEED 2%
IN PARKING AREAS AND 5%
wntt I u-'-y) ar
ON
SIDEWALKS.
,�;
FEA 797 4 / /
VICINITY MAP
NORTH N.T.S.
SITE INFORMATION
SITE INFORMATION
ZMNO OFF-STREET PARKING
E MSTING ZONING: ES-9 PROPOSED USES) RESO 1TIAL BLDG MUL71FAM
PROPOSED ZONING: RMS-S PARKING CALCULATIONS: = CALCS-BE OL W-
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MULTI -FAMILY RESIDENTIAL PARKING PROVIDED, 435 SPACES
SITE SIZE AND COVERAGE
TOTAL ACREAGE. 2e 16f - ACRE(S) REQUIRED G N SPACES:
SITE COVERAGES: LOADING/El ING i PROMOED:
BUILDING TO LAND 1LAX
PAVEMENT TO LAND 21.E X X FT.
OPEN SPACE 8B.1 B X
RUFFERYARDS
TOTAL 100 x ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED:
BUILDING SQUARE FOOTAGE• 15N1bso.FT. IMDTH REQUIRED. 15 MINIMUM
BUILDING HEIGHT: 2 do 3 STORY FENCE: OPTION: YES=
NUMBER NITS/LOTS• '4 UNITS/LOTS
WATER- _PUBLIC PRIVATE DEaNSITf: 9 LINITS/ACRE OR LOTS AM
SEWER- x PUBLIC PRIVATE REC AREA REQD0SFiN1T OR 5t.aACF
STREETS PUBLIC --.X-- PRIVATE REC. AREA PROVIDED: 164 000 SF 3.76 A,
PROPERTY tNFORIMATION
A portion of PIN 5896-75-5393 Block 48M Lot 101
PIN 5696-84-IM4 Blo& 4635 lot 013
BUILDING CHART
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96, X &V 3
B 104' X 54' 3
C 93' X 74' 2
D 97'X76' 2
E 106' X 80' 2
F 96' X 54' 2
PARKING INFORMATION
MUL71-FAMILY
1-BR I. 1.50 SPACES PER UNIT: 72 UNITS
108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS
210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS
64 SPACES
TOTAL:- 224 UNITS
382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300* SF
17 SPACES
POOL.
1 SPACE PER 100 SF: 1,200f SF
12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4
SPACES
TOTAL OFF STREET PARKING REQUIRED: 415
SPACES
TOTAL OFF STREET PARKING SHOWN: 418
SPACES
(INCLUDING 9 HANDICAP SPACES). 9 HANDICAP SPACES REQUIRED.
BUILDING SUMMARY
BLDG TYPE BUILDINGS UNITS/BLDG TOTAL UNITS
1
B. 1 12 12
e _ /­7 C 8 8 64
D 7 8 56
\ \ ry �7��E 4 8 32
7 F 3 8 24
TOTAL 26 N/A 224
/p, TOTAL LINEAR FEET OF PUBLIC STREET = 3.498f LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336t LF
CONSTRUC11ON SEQUENCE FOR 810-RETENTION CELL:
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION,
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
V./� / 4. INSTALL PVC PERFORATED UNDERDRAIN.
O / 5. INSTALL WASHED #57 STONE, WASHED SAND. GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL
/ O 7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
\ NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
--- S8 3'19"E FOR AT LEAST 15 DAYS,
•61' � (` CONSTRUC11ON SEQUENCE FO$II7LTRATION TRENCH:•
\ 1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION,
2. EXCAVATE AREA FOR INFILTRATION TRENCH.
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
�>-'TRENCH AREA.
s\ 5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
1 6. CONSTRUCT FOREBAY PER DETAIL
\ 7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
/ FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
�^ \ COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
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BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
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SEAL
024�74
DATE I ISSUED FOR
2 38/05/091 UMTY WKW St1BUITrAL
1 11 /10/08 FOR CONSTRUCTION
PROJECT NO. E-1014
DATE: 11 /11 /10
SCALE: 1"-50'
DWG. BY: DF
CHK. BY: MBW
C-8
WATERSHED PLAN
w/ FINAL GRADES(PH.3)

..+1', Gl:a, _ �•_..'f
VEGETATED BENCH PLANTING CALCULATIONS
VEGETATED BENCH AREA - 6.552 SO. FT.
6552 / 2DO - 37.76 x 50 - 1638 HERBACEOUS PLANTS.
PLANTS MUST BE AT LEAST 4 CUBIC -INCH CONTAINER (EQUIVALENT TO 2 FT
ON CENTER MINIMUM: 1.5 FT ON CENTER RECOMMENDED)
NOTES:
1.) PLANTS ARE RECOMMENDED, AND CAN BE SUBSTITUTED WITH SIMILAR PLANT
UPON OBTAINING PRIOR APPROVAL FROM NCDENR.
2.) UTILIZED DENR RECOMMENDED PLANT LIST FOR SHALLOW LAND.
VEGETATED BENCH PLANTING CHART
QN•
BOTANICAL NAME
COMMON NAME
SHALLOW WATER ZONE
234
IRIS GINICA
LUFLAC IRIS
234
PELTANDRA VIRGINICA
ARROW ARUM
234
SAURURUS CERNUUS
LIZARD'S TAIL
SHALLOW LAND ZONE
234
HIBISCUS COCCINEUS
SCARLET ROSE MALLOW
234
LOBELIA CARDINALIS
CARDINAL FLOWER
234
LOBELIA ELONGATA
234
LOBELIA SIPHILITICA
GREAT BLUE LOBELIA
WET POND PLAN
EMERGENCY SPILLWAY
EL 775.03
1"=20'
TOP OF DAM EL 775,05
3
1
100 YR. POOL: 775.06
10 YR PQ& 77 .
DAM MATERIAL 1 YR. POOL,• 774.90
HIGHLY IMPERVIOUS CLAY
COMPACTED TO 951E 3 10:1 SLOPE
STANDARD PROCTOR -11 T
FILTER DIAPHRAGM -
(SEE DETAIL. THIS SHEET)
1
1
71.00t L- 0 1�417f;
CARP PIPE
CLASS I
RIP -RAP
1
INV.: 768.00 INV.: 769.
KEY TRENCH COMPACTED
TO 957E STANDARD PROCTOR
LOCKABLE OR REMOVABLE
�HANDWHEEL OPERATOR
2e C. .A.P. RISER
W/ W TRASH RACK
S" DRAIN W/SHEAR GATE
AND UFT ROD
INV.: 769.10
TOP OF SEDIMENT STORAGE: 769.10
` CNORETE
TYPICAL DAM CROSS-SECTION ANTI -FLOATATION FOOTING
N.T.S.
O011110UOA10 AUAWW
TRAM ""I SIE DETAIL _ MANENT POOL EL. 773.50
THIS SIT. I I=1
1/2• U-BMT III -I 11
III=11 ,
TIF,
1;]OfCLASS I RIP -RAP BAFFLE
1.r wIL1ER aIIALITY =ORIFICE ,NV.: 773.50 =I 1\j4' .PER4M. POOL IL: 773.60 TT M OND EL.: 769.00
I-1 I I-1 I l-1 I I -I I l -1 I I -11131 l-111-111
1S' CA". DAMEL MI1A71T
• 1.41W 3H "M Uff
SECTION
w 3000 N.T.S.
Wv.� >� BAFFLE DETAIL
� ISO PCF
ISO
OONd1E1E III=
6' SGUARE umms _� SIX
RISER PIPE DETAIL
N.T.S. CHANNEL
DEPTH
PLACE 7W FLIER DIAPHRAGM
EIIMEIAMOENT DAY- AS FAR D004STREAM AS
POBSOM LEAVING A ON.
MAX. DOIIE7t
H/2 OR X
"ILTER aAPNRAGM
KEY THE
OR CUT
MAN" (*PtA%W DRAIN (SURIM N+DED
BY FLIER SAND) TO CONVEY SEtEPACE To
NOT STREA TOE. THE TN E EXT DELS ARE
FILTER DIAPHRAGM DETAIL
N.T.S.
PROPO® 3r 111A 14
3' x 1' OOR 111.0" EO
1RAyI RACK TORT
24"
SYNTHETIC FIL70 - I
FABRIC (AS PER NCDOT �-
SPEC. #1056 TYPE-2
EX. GROUND
EX. GRADE
6/1r DMA. N IMIAN RODS • 12' OC
-;A
IEVI Ms
PLAN
NOIES
RIP -RAP PIPE OUTLET PROTECTION
APRONS ARE TO BE CONSTRUCTED
ACCORDING TO THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL
RIPR-AP OUTLET PROTECTION
N.T.S.
CHANNEL SLOPE - D
A
(FT)
(FT)
(FT/FT)
3.0
10
1.02
1 0.00
-Wx14`1"MAwmw
Nfn- PLATES EAM
WELD ALL 07E11tSEC710NS
PROPO4ND 3r pIA. 10 OAUOE
OOIOlU"= ALJi11N1U
TRAM RACK SM I
3r x 1 4' WIX ALLMRJtI
ANIII-VOR= PIAIM EACH WAY,
*I= ALL. INIVI12ECTIONS
GAAP. RgEW
PROPOSED 24'
CA". RW
ELEVATION
TRASH RACK DETAIL
N.T.S.
,
EACH WAY, TYPICAL
WELD ALL IRTUISECTIOW
SUGGESTED MAINTENANCE SCHEDULE FOR WET DETENTION PONDS
BMP ELEMENT
POTENTIAL PROBLEM
HOW I WILL REMEDIATE THE PROBLEM
THE ENTIRE BMP
TRASH OR DEBRIS IS PRESENT
REMOVE TRASH/DEBRIS
THE PERIMETER OF
THE WET DETENTION
BASIN
AREAS OF BARE SOIL AND/OR
EROSIVE GULLIES HAVE FORMED
REGRADE THE SOIL IF NECESSARY TO REMOVE GULLY, AND
THEN PLANT A GROUND COVER AND WATER UNIL IL IT 1S
ESTABLISHED. PROVIDE LIME AND A ONE-TIME FERTILIZER
APPLICATION.
VEGETATION IS TOO SHORT OR
MAINTAIN VEGETATION AT A HEIGHT OF APPROXIMATELY SIX
TOO LONG
INCHES.
THE INLET DEVICE:
PIPE OR SWALE
THE PIPE IS CLOGGED
UNCLOG HE PIPE. DISPOSE OF THE SEDIMENT OFF SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE
OTHERWISE DAMAGED
EROSION IS OCCURRING IN THE
REGRADE THE SWALE IF NECESSARY TO SMOOTH IT OVER AND
SWALE
PROVIDE EROSION CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIP -RAP TO AVOID FUTURE PROBLEMS WITH
EROSION
THE FOREBAY
SEDIMENT HAS ACCUMULATED
SEARCH FOR THE SOURCE OF THE SEDIMENT AND REMEDY THE
TO A DEPTH GREATER THAN THE
PROBLEM IF POSSIBLE. REMOVE THE SEDIMENT AND DISPOSE
ORIGINAL DESIGN DEPTH FOR
OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO
SEDIMENT STORAGE
STEAMS OR THE BMP.
EROSION HAS OCCURRED
PROVIDE ADDITIONAL EROSION PROTECTION SUCH AS
REINFORCED TURF MATTING OR RIP -RAP IF NEEDED TO
PREVENT FUTURE EROSION PROBLEMS
WEEDS ARE PRESENT
REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS
USED, WIPE IT ON THE PLANTS RATHER THAN SPRAYING
THE VEGETATED
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST PROFESSIONAL PRACTICES
SHELF
SHOW THAT PRUNING IS NEEDED
TO MAINTAIN OPTIMAL PLANT
HEALTH
PLANTS ARE DEAD, DISEASED OR
DETERMINE THE SOURCE OF THE PROBLEM: SOIL, HYDROLOGY,
DYING
DISEASE, ETC. REMEDY THE PROBLEM AND REPLACE PLANTS.
PROVIDE A ONE-TIME FERTILIZER APPLICATION TO ESTABLISH
THE GROUND COVER IF A SOIL TEST INDICATES THAT IT IS
NECESSARY
WEEDS ARE PRESENT
REMOVE THE WEEDS, PREFERABLY BY HAND. IF PESTICIDE IS
USED, WIPE IT ON THE PLANTS RATHER THAN SPRAYING
THE MAIN
SEDIMENT HAS ACCUMULATED
SEARCH FOR THE SOURCE OF THE SEDIMENT AND REMEDY THE
TREATMENT AREA
TO A DEPTH GREATER THAN THE
PROBLEM IF POSSIBLE, REMOVE THE SEDIMENT AND DISPOSE
ORIGINAL DESIGN DEPTH FOR
OF IT IN A LOCATION WHERE IT WILL NOT CAUSE IMPACTS TO
SEDIMENT STORAGE
STEAMS OR THE BMP.
ALGAL GROWTH COVERS OVER
CONSULT A PROFESSIONAL TO REMOVE AND CONTROL THE
SONG OF THE AREA
ALGAL GROWTH
CATTAILS. PHRAGMITES OR
OTHER INVASIVE PLANTS COVER
REMOVE PLANTS BY WIPING THEM WITH PESTICIDE (DO NOT
SPRAY)
50% OF THE BASIN SURFACE
THE EMBANKMENT
SHRUBS HAVE STARTED TO
REMOVE SHRUBS DAMEDIATELY
GROW ON THE EMBANKMENT
EVIDENCE OF MUSKRAT OR
USE TRAPS TO REMOVE MUSKRATS AND CONSULT A
BEAVER ACTIVITY IS PRESENT
PROFESSIONAL TO REMOVE BEAVERS
A TREE HAS STARTED TO GROW
CONSULT A DAM SAFETY SPECIALIST TO REMOVE THE TREE
ON THE EMBANKMENT
AN ANNUAL INSPECTION BY AN
MAKE ALL NEEDED REPAIRS
APPROPRIATE PROFESSIONAL
SHOWS THE EMBANKMENT
NEEDS REPAIR
THE OUTLET DEVICE
CLOGGING HAS OCCURRED
CLEAN OUT THE OUTLET DEVICE. DISPOSE OF THE SEDIMENT
OFF -SITE
THE OUTLET DEVICE IS
REPAIR OR REPLACE THE OUTLET DEVICE
DAMAGED
THE RECEIVING
WATER
EROSION OR OTHER SIGNS OF
DAMAGE HAVE OCCURRED AT
CONTACT THE LOCAL NC DIVISION OF WATER QUALITY
REGIONAL OFFICE OR THE 401 OVERSIGHT UNIT AT 919-733-1786
THE OUTLET
FLEETYYD00 CIRCLE
G �
CITY Li
Cl TV Lrin'rs
c r LM iNG DR.
�114 �-
CITY OF
WINSTON-SALEM
�r1RY p SHADY *0 VIP,
k
do----- VICINITY MAP_
NORTH N.T.S.
SITE INFORMATION
LNG
DUSTING ZONING: RS-2
OFF-STREET PARING
PROPOSED USE(S) RE9 ENTIAL RM Y A71FAML
PROPOSED ZONING: RMS -S
TYPE OF REVIEW RE QUESTED:
PARKING CALCULATIONS
REQUIRED PARKING SPACES
MULTI -FAMILY RESIDENTIAL
PARKING PROVIDED: 435 SPACES
,.,
SITE SIZE AND COVERAGE
TOTAL ACREAGE 2Ei1§; ACRE(S)
=rG-/UN
REQUIREDPACES:SITE
COVERAGES:
BUILDING TO LAND _ 1250 7r;
LOADING/OVIDER
PAVEMENT TO LAND 2-3Ax
FT. X
OPEN SPA 68.18 x
RUFFERYARDS
TOTAL 100 %
ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED
BUILDING SQUARE FOOTAGE 1%11tZ*SQ.FT.
WIDTH REQUIRED: 15 MINIMUM
BUILDING HEIGHT. 2 & 3 STORY
FENCE OPTION: YES__.1I._
1NATER�>LPUEHUC PRIVATE
DENSITY CALCULATIONS
NUMBER 7 5WITS/LOT&_2? _UNITS/LOT5
DENSITY: 9 UNITS/ACRE OR EATS/ACRE
SEWER:-i_PUBLIC PRIVATE
REC. AREA REQ'D:149O SF/UNIT OR 0.51 ACRES
STREETS:,_PVBUC ,.,_.-X-PRIVATE j
REt AREA PROVIDED: 164 000 SF 3.75 AC
A Portion of PIN 5996-75-5393 Block 4638 Lot 101
PIN 5696-54-1E154 Block 4&M Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D TrX76' 2
E 106' X 80' 2
F 96, X &V 3
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-OR - 2.00 SPACES PER UNIT- 32 UNITS 64 SPACES
TOTAL- 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3.300* SF 17 SPACES
POOL.
1 SPACE PER 100 SF: 1,200E SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
III BUILDINGS
UNI7S/8LDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET 3.498E LF
TOTAL LINEAR FEET OF PRIVATE STREET 336t LF
LEGEND
LIMITS OF WETLAND AREAS
kPProw•ed ` tomiwat?r Permit C
: Onstructior, it aCcordan-= Wtn .,ies,.
y Ine stormwar ptM711t K"' .. .
RIPRAin`'te
u1 s r uire that the st,rrrw3t..r -tyslt:.
Inspect during construction. certify ccx:
Plans and spec>s, erns certify oomlianc,
r.t0ir•'wutef rules (ImIANCAC2H
Date
ROCK OUTLET PMTF_U0Us,n,-, r):;,:.
ROCK INLET PROTECTION
> Vpro-et! 1�i*orriwat9s Y4•rmit L'ocuments
rdanr � with .,Iese documents w + • + •
�IM rmwatei c�P.rmlt Ncrtb Carolina • • • • •
V90
iules require that the stvrmwai.a ysterr designer ' ` • • •
Inspect during cons,rur :ion. r,�rtity ccw�forrnay with ihr:
specs, anr' certify clurnpiianr.e with theOIT
ter rules_ (15A, NCAC 2H 1008 (l j 1
Date
) ��^(�aP watp 0 21 t)
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CONTACT ONE -CALL CENTER
1-800-632 4949
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pa.
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SEAL
0 2
#
DATE
ISSUED FOR
PROJECT NO. E-1014
DATE: 9/12/11
SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBW
c- I 0-H
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WESTCOTT, SMALL & ASSOCIATES, PLLC ,%%1%%j11,11f,,,,,, DRAWN B Y: P J R PROJECT S H T. NAME S H T. N 0 . DEVELOPER:
4015 MEETING WAY SUITE 105HCA�`' D ATE: 11 /11 /10
...........d DMA R
:� :,�F�ssra;�'� �-- R BI H N Mr. Barry Siegal
N
_ = WATERSHED BSC Holdings, Inc.
HIGH POINT, NC 27265 S�� = PROJECT N O .: E -1014
ozaaa2 P.O. Box 8306
PHONE, 336 812-3546 r ,
ROBINHOOD RD. DRAINAGE MAP 9
( l -� ..FH Greensboro NC -274
J ''- ' ••••�'�E� ��� REVIEW B Y. M B W
�04y � B `"��%% WINSTON SALEM TOWNSHIP, FORSYTH COUNTY C )
,,���flll����,,, Ph: 336 292 9010
FAX: [phone] NORTH CAROLINA Fax: [phone]
:
PIN 5896-84-1854
Block 4635 Lot 013
Sandra C. Shugart --
P.O. Box 5062
Winston-Salem, NC
27113-5062
ETAL
.ter, -._ ..-. ��..., 1 - _�....,. A
� 11 �, 1 r 1 ; .

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TR1EAM\
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BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 8590-88% SAND,
3%-5% ORGANIC, AND 8%-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 %.
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
8. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE BIO-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE 810-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
V
B10-CELL PLAN
I " = 20'
1** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
TOP OF PONDING
ELEV. = 791.00
CAPPED CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
810 AREA = 790.17
BOTTOM OF SOD
9" PONDING DEPTH GRASS ELEV: 790.00
ELEV. 792.00 3
71
a i I ELEV. 790.92
Ina
3'
2 FILTER FABRIC
it \-PLANTING SOIL MIXTURE 2'_0" 2.5' DEEP 3" #57 STONE
FILTER CLASS--11 RIPRAP
FABRIC ELEV.- 88.00 4" 4" WASHED SAND
24` LEVEL SPREADER
N.T.S
WASHED #57 STONE
15" ADS N-12 PVC PERFORATED UNDERDRAIN
OUTFALL
SHWT BELOW: 784.50
BIORETENTION AREA CROSS SECTION
N TS
m7w
iAWC
SPEC /
NOTES:
PLACE RIP --RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
Lo
(FT)
W
(FT)
RIP -RAP
CLASS
MIN, PAD
THICKNESS
4
15
3.75
8
9.25
II
35"
RIP -RAP OUTLET PROTECTION DETAIL
N TS
**TENNIS COURT
PERIMETER DRAIN ACTS
AS THE FOREBAY FOR
THIS BIOCELL.
CONS1RUC110N „SEQUENCE:
1. ONCE THE UPSTREAM SITE IS STABILIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEA.
SOIL
INSPECT AND VISUAL MONTHLY
REEAIR EROSION
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/30
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11/3C
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
CONSECUTIVE DAYS AND
BY HAND
AFTER
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
THEY REMAIN HEALTHY;
VISUAL/BY
AFTER PERIODS
REPLACE AS NEEDED WITH
HAND
OF PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
INUNDATION
VICINITY MAP
N O R TH N.T.S.
SITE INFORMATION
Z,ONINO OFF-STREET PARKING
EXfSTING ZONING: RS-9 PROPOSED USE(S)RIMDE MAL BLD6, M&REAMILi
PROPOSED ZONING: RMA-S PARKING CALCULATIONS: W
TYPE OF REVIEW REQUESTED: 412
MULTI FAMILY RESIDENTIAL PARKING
PARKING SPACES
PARKING PROVIDED: 4.3.;�-SPACES
SITE SIZE_AND �COVERAGE -
TOTAL ACREAGE: 2L16t ACRES) REQUIRED GAUNL SPACES:
SITE COVERAGES: LOADING/U ING S f' PROVIDED:
BUILDING TO LAND 12"SO %
PAVEMENT TO LAND 2L.' X FT X
OPEN SPACE 66.16 x BUFFERYARDS
TOTAL 100 x ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: TYPE II .
BUILDING SQUARE FOOTAGE 15321234n•F7 VADTH REQUIRED- 15' MINIMUM
BUILDING HEIGHT: 2 • 3 STORY FENCE OPTION: YES X
QF DENSITY CALCULATIONS
WMAMCIURE OTS
WATER- X PUBLIC PRIVATE NUMBER ; 7•95 NUNITS ACRE OR LOTS/ACRE
SEWER"_X-PUBLIC REC. AREA REO'D:100 SF/UNIT OR 0.51 ACRES
STREETS PUBLIC x PRIVATE REC. AREA PROVIDED: 164,000 SF 3.76 AC
A portion of PIN 5898-75-5393 Block 4838 Lot 101
PIN 5896-84-1854 Block 4835 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
O ba
u.5
r E c
CL
u u
C
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E
b u 'ap
�
yp
LQ
Q OO
u u
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° W
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u
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ES
r
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ro
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N
In
N
C
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�
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z�00
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�
0
0
�
U�
B 104' X 54' 3 con
C 93' X 7' 2
ID9T X 76' 2
E 106, X 80' 2 Z S•
F 96' X 54' 3 0 O
u �Cw
I
PARKING INFORMATION
}
(n
MULTI -FAMILY 0 Q
1-BR ! 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES Lk. z F
2-BR- 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES w J
3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL 224 UNITS 382 SPACES - �
CLUBHOUSE:
1 SPACE PER 200 SF: 3.300t SF 17 SPACES I U
POOL.Z z d
1 SPACE PER 100 SF: 1,200t SF 12 SPACES m O r a 1 N
TENNIS COURT: � O I- of
0
4 SPACES PER COURT 1 COURT 4 SPACES Z
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES W
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES) O <
C)
BUILDING SUMMARY 0 N
BLDG TYPE BUILDINGS UNITS/BLDG TOTAL UNITS F z 0
A 3 12 36
B 1 12 12 0 g�4 w
C 8 8 64 Q ac a
D 7 8 56 ,pN MUST -
E 4 8 32 JG �� 1 L 1 TY
F 3 8 24 A'p
TOTAL 26 N/A 224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF �- =
TOTAL LINEAR FEET OF PRIVATE STREET = 33fif LF � � � -
LEGEND
LIMITS OF WETLAND AREAS / BEFORE YOU DIG!w,.
CONTACT ONE -CALL CENTER
1-800-6324949
RIPRAP PAD -
„qrq-jtAA°
�9ry tl �..lgtyra•�IA ._ �_.
PREEMINENT EARTH BERM
y Q 7•
ROCK OUTLET PROTECTION 02
LL44�)42{{�� �~M
ROCK INLET PROTECTION ! +•.'9 Grra'. �'•'
••rrrrrrs••
GRASS/SOD �•�+•+�•�•� # DATE ISSUED FOR
CREEKr-
CLASS 11 RIP RAP
CLEANOUT OC.O.
PROJECT NO. E-1014
WASHED SAND
DATE: 7/20/11
SCALE: AS NOTED
WASHED #57 STONE Ivvv DWG. BY: BSD
CHK. BY: MBW
GRAPHIC SCALE C _ 1O-G
20 0 10 20 AS -BUILT
1. inch = 20 ft. GRASS BIOCELL #4
1
r .+ 1 1 !. r r.l. 1r i ; t77
�. 1• V'.I e:�. Fr i iYj 1�, 1 J j�' Ir, '•"" a
•I

TRENCH DRAIN
INV = 794,97
6" PVC TRENCH
DRAIN
TOP OF WALL
'1 FV = 7Q5.41
TRENCH DRAIN
INV = 794.31
INFINITY POOL
,LFV = 7Q1-n(
TRENCH DRAIN TRENCH DRAIN
INV = 794.37 TOP OF WALL /INV = 794.67
;71 FV = 7Q5 4n
PIPE DRAIN \ \ PIPE DRAIN
INV = 789.00 30LF 8" SCH 40 PVC INV = 788.70
TRENCH DRAIN #2 CROSS-SE00N
III
140.87LF 8" SCH
40 PVC DRAIN
"l 2.27% SLOPE
TRENCH DRAIN
,INV = 791.66
PIPE DRAIN
INV = 787 05
PIPE DRAIN
INV = 785.50
/ I
J
F �_ �.� �pj \ f [f]4 ��e�,
Ij
Parr 't r ia41*1
'�� S ^ _..ram r
mi
00
z­��
116
(TOTAL a .- r
AT
GAS qGN
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10 Q,
` .[ C d 2 '
FEFICE"D DOG
--
'ti
BYFFER
TREfICH D��RAIN 1- � � \ \ � � �Y� \ � +2 x� �v t 4
yy.N .i,n�[•lpf{ �/ iJ.67- Spy
11
%iLIF!!" l^1 '� 4 4 \
• - w4r SAND VOL;kY$ALL' COURT /� �_ \�\ \ \ ` 8,� '\ \\ -$la
1 \\' 41 TENNI
1 - f
411 794
Evil
ERYATT4N
.. •O ! 7 - % �� "G[ --- - ..- ._ 1 ��1. ` � ' �_ �-�~F i` - .. � \ \ / IWALL ■� \. _ � r:A.. \ O / ` -'r. •, ` ` -_.� ���_.� _'"� �� �_ � ,�.�.
'a INFILiR I3ON TRENCH^n\\ 15'\ a \ ` �•�-�
,� STREAM,
ITRENCH DRvU BIiFER r -�
I ,/ / g•� - \ .� �_=`\ \ j \ INV 794.
Ir � � , �`� I $ - F�-E •.�..$ 2&. 4Q_ �L19G. � \ �� \ � \\ �' � \ \ \\� �� = \ �' `� ., .. _�� .� `bti '9 � -' - '` -
`
' TE
RAIN G~ � � ` �:''" `„ 4 � `�V \ { •'� 98 `r
-7-
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FF ,� �0\ \ �% \ \ \ '�� '-..+-r \
P RAIN a " ' DRAIN
HC < g \ J \� \� \ \\\ \ �NV DR`�:� N P - / Q .
FF �52p.4 \ \ \ \ \�R �\� D` ,�,. a+ S DRAI 62 785 50 a CJ
1'G 8 0 _ Y \\ s /
�, \ \ - d. �.' ., \ C \ ZN
\ \ \ ` `��\\ ' .�� = r �� `1 ti. FE:\I 7974 ` / r l
:.�•-',:P �, _ _ �� � � ��s4 IN
A.
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inIFILTRl�TIo FFf `8.40 YDLO
34
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TYPC ' � - \ � � / � i ,, 1 � I �/ .r • ��1hVVV r %�/ _ \ \ � ,v\ `� �::YY/ 1 -� � _. f-
_�_ r� � / G: ��' �� ��� �_ �10,� .4D� c� �� i� I I' 4i� , ��� �• ti y � '+ \_
%5813 19" E 0_
FIFE: 83B. IN'�' ` ` \ ' f 8. fi 1 + 17-
G�
FF`Ff.J/831.41D
-TYPE-
x: ► -
TYPE ---
_ �A
<1Ll
FFL: 838.140' - \ ♦ i, PCB nCJH���,o �a� q�� l �� /� �/ ; /' �� /� _ _ W _ ` _ ` _. '' � , 1 - ,, �, + --..M' Q�I F+ -mac G Mj G ❑ � 0zl M
HC
� , "� _ � !�FE: \819.401 ,J %• ',� W���� �� � ��` - `rrS / _ _ _- . _ , -
a?s % �' �P HANDICAP ACCESSIBLE112
jl' ��aAREA UE TO EXCEED 27 c�
IN PARKING AREAS AND 5% `9J
tATCHLINE NW, ,'JGHAI'l PLACE(SHEET C-9) MATCHLINE NOTTINGHAM PLACE(SHEET C--9) ON SIDEWALKS.
�. g'.P.h '�E St r: r. t i+ ..It
, 1 ••r 1. I, ' -_ ' rt t r •i' t.. .s'. .
VICINITY MAP
- N.T.S.
SITE INFORMATION
SITE INFORMATION
ZONING OFF-STREET PARKING
EXISTING ZONING: RS 2 PROPOSED USE(S)RESIDENTIAL B T1FAMIL1
PROPOSED Will RMB-S -- PARKING CALCULATIONS: SEE CALLS BELOW
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MULTI -FAMILY REENTIAL-- PARKING PROVIDED: 435 __ -__SPACES
SITE,SIZE _AND COVERAGE OFF-STREET LQ
TOTAL ACREAGE: 28.161 ACRE(S) REQUIRED G/UNL SPACES:
SITE COVERAGES: LOADING /U ING 5 i PROVIDED:
,
BUILDING TO LAND 250 �
PAVEMENT TO LAND ?1-34- FT. X FT.
OPEN SPACE ff %
HUFFERYARDS
TOTAL 100 % ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: E II
BUILDING SQUARE FOOTAGE: _±SQ.FT. WIDTH REQUIRED:-15rMINIMUM
BUILDING HEIGHT: 2 do 3 STORY FENCE OPTION: YES X -
DENSITY CALCULATIONS
INFRASTRUCTURE NUMBER 7OF UNITSAOTS: Q24 UNITS/LOTS
WATER- x PUBLIC PRIVATE DENSITY: / 95 UNITS/ACRE OR LOTS/ACRE
SEWER: A PUBLIC PRIVATE REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS PUBLIC -X• PRIVATE REC. AREA PROVIDED: 154,000 SF 3.76 AC
A portion of PIN 5896-75-5393 Block 4638 Lot 101
I
PIN 5896-84-1854 Block 4635 Lot 013
BUILDING CHART
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106' X 80, 2
F 96' X 54' 2
PARKING INFORMATION
MULTI --FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300- SF 17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200t SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 418 SPACES
(INCLUDING 9 HANDICAP SPACES), 9 HANDICAP SPACES REQUIRED,
BUILDING SUMMARY
BLDG TYPE # BUILDINGS UNITS/BLDG TOTAL UNITS
A 3 12 36
B 1 12 12
C 8 8 64
D 7 8 56
E 4 8 32
F 3 8 24
TOTAL I 26 1N/A1 224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336f LF
CONl5TRUCTION SEQUENCE FOR BIQ-RETEN110N_ -CELL:
1, ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL,
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
CONSTRUCIIQN .SEQUENCE FOR INFILTR__ _AT(ON TRENCH:
1. 1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR INFILTRATION TRENCH,
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
TRENCH AREA,
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED, TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
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BEFORE I OV DIC;!
CONTACT O NF C AI_L CF \ I
1-800-632-4949
--- SEA
02�442
,5 ti
I # I DATE
Is-,.l-U FOP }
2 9/05/09 IJRJTY RNEW SUMO''
1 11 /10/c78 FOR CONSTY
PROJECT NO. E "
DATE: 8/05/09
SCALE: 1"=50'
DWG. 8Y: DF
GHK. BY: MBW _
GRAPHIC SCALE C-8
5I I I 5I on VV ATER 7H 1.1
Wil" HNAL G
I. inch - 50 it.

j 7 \
STREAM\,
BUFFER
04-
TRENCH DRAIN
{
INV •• 793.67
ALL # 1
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BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 85%-88% SAND,
3%-5% ORGANIC, AND 8%-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 %.
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
8. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE 810-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE BIO-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
;' � � : I .. � 1 I . . 7i s .,l t i. .. '; �! - � - • - -- - - _ . s _ � �f .:Cy � � i. '. !i � i'� �`�'i ± ...'�.• ...ir: _«.. f_
BIO-CELL PLAN-
1
1** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
TOP OF PONDING
ELEV. = 793.00
CAPPED CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
BIO AREA = 792.17
BOTTOM OF SOD
9" PONDING DEPTH GRASS ELEV: 792.00
ELEV. 794.00 3
�1
3 _f9 ELEV. 792.92 7,
1 �2" 3' 1s
Y-
1� �r
\-PLANTING S IL MIXTURE 2'-0" 2.5' DEEP
IFILTER CLASS-11 RIPRAP
FABRIC V.=790.00 " 4" WASHED SAND
4
24' LEVEL SPREADER
N.T,S
WASHED #57 STONE
15" ADS N-12 PVC PERFORATED UNDERDRAIN
OUTFALL
SHWT BELOW: 784.50
BIORETENTION AREA CROSS SECTION
NTS
- FILTER FABRIC
3" #57 STONE
NOTES:
PLACE -IP-RAP AROUND PIPE AS
DIRECTED
..
;...-
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�
y�,a� •^�.`..� sal rit•- .�1 •a �• • 1• i •�tlr _
E CLASS
EX 1' • 1
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
La
(FT)
W
(FT)
RIP -RAP
CLASS
MIN, PAD
THICKNESS
4
15
3.75
8
9.25
11
35"
NTS
,SEDIMENT DEPTH STAKE.
3' THICK
FOREBAY DETAIL (N.T.S.)
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
Appiz;
3ents
regu?f�
fu1e$ r eq I
E'f
9n"c.t ,�r
r { , High the
plans'jn U 4 Qr C
1i
Permit # 5VV4010401
gj5/a�
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAR
SOIL
INSPECT AND
REPAIR EROSIQN
VISUAL
MONTHLY
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/30
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11/30
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
AFTER
CONSECUTIVE DAYS AND
BY HAND
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
'
COMPLETED
INSPECT PLANTS TO ENSURE
AFTER PERIODS
THEY REMAIN HEALTHY;
REPLACE AS NEEDED WITH
VISUAL/BY
HAND
OF PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
INUNDATION
41/
A8
i FLMP OD CIRCLE
V
RC" lI `
Hh'000
� LANDfNG DR.
CITY OF
I INlNSTON-SALEM
CEt RY O��S SHAD 'Awt Gy
VICINITY MAP
N o R N.T.S.
SITE INFORMATION
7.MING OFF- STREET_PARKING
EXISTING ZONING:. RS-2 PROPOSED USE(S) RE5IDOTIAL OLDC• MULTiFAMIL`
PROPOSED ZONING: RMB-S PARKING CALCULATIONS: SEE CALCS BLI2W
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MULTI -FAMILY RESIDENTIAL PARKING PROVIDED:_ 435 _SPACES
SITE SIZE AND COVERAGEOFF-STREET LD
TOTAL ACREAGE: ___2&";L-ACRE(S) ]REQUIRED G/UNL SPACES:SITE COVERAGES: ADING/U ING S PROVIDED:
BUILDING TO LAND 12.' X
PAVEMENT TO LAND 21-34 X FTX FT
OPEN SPACE 8 j1 x RUFFERYARDS
TOTAL 100 R ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: E it
BUILDING SQUARE FOOTAGE:1=12SO.FT. WIDTH REQUIRED: 15' MINIMUM
BUILDING HEIGHT: 2 & 3 STORY FENCE OPTION: YESX
DENSITY CALCULATIONS
INESTRUCI,RE NUMBER QF UNITS/LOTS:�UNITSAOTS
WATER--X-._PUBLIC PRIVATE DENSITY: 7•95 UNITS/ACRE OR LOTS/ACRE
SEWER, x PUBLIC PRIVATE REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS PVBUC x PRIVATE REC. AREA PROVIDED: 164,000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN 5896-75-5393 Block 483a Lot 101
PIN 5896-54-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97'X76' 2
E 106' X 80' 2
F 96'X54' 3
PARKING INFORMATION
MULTI -FAMILY
1-BR •• 1.50 SPACES PER UNIT: 72 UNITS
108 SPACES
2-BR R 1.75 SPACES PER UNIT: 120 UNITS
210 SPACES
3-BR •• 2.00 SPACES PER UNIT: 32 UNITS
64 SPACES
TOTAL: 224 UNITS
382 SPACE5
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300f SF
17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200± SF
12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415
SPACES
TOTAL OFF STREET PARKING SHOWN: 416
SPACES
(INCLUDING 16 HANDICAP SPACES)
I:"I]P►I I►� ITA s : 1
BLDG TYPE
BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR
TOTAL LINEAR
FEET OF PUBLIC STREET = 3,498f LF
FEET OF PRIVATE STREET = 336f LF
LEGEND
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BEFORE YOU DIG!
CONTACT ONE -CALL C F Tt'R
1-800-632-4949 -J
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ROCK INLET PROTECTION ' C � � `'�•'S',4fC B W (;4lo`, I
#011 oil
GRASS/SOD • + • • • - • • • • # DATE ISSUED F')R
I
CREEK
CLASS II RIP RAP
CLEANOUT 0C.O. 1 8/05/0 UTIUTY REVIEW SV V-ks"
PROJECT NO. E -1014
WASHED SAND DATE: 08/05/09 F
SCALE: AS NOTED
WASHED #57 STONE .�'::�'.� DWG, BY; BSD
CHK. BY: MBW
GRAPHIC SCALE C_ 10_
20 0 10 20 40
BIO-CELL_:
1 inch = 20 it. GRASS #
LIMITS OF WETLAND AREAS �•
RIPRAP PAD
PREEMINENT EARTH BERM
ROCK OUTLET PROTECTION -:
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WESTCOTT, SMALL & ASSOCIATES, PLLC
at r r rrir���,
DRAWN BY: P J R
PROJECT
S H T. NAME S H T. NO.
DEVELOPER: OWNER:
4015 MEETING WAY, SUITE 105
,,,�µ�tl
�.. .NH CARpt, .,�
���F�'°��:=ROBINHOOD
MAN 1�
Mr. Barry Siegal PIN 5896-84-1854
HIGH POINT, NC 27265
f SEAL . =
Q2444�0
WATERSHED
BSC Holdings, Inc. Block 4635 Lot 013
P.O.PoBox 8306
PROJECT N 0.: E -1014
PHONE: [phone]
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y •.. ��NE.. & .
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'•,'4fcBw�-
-44t,"r111111
P OB INHOOD RD
� •
DRAINAGE MAP
Greensboro, NC 2741 g Sandra C. Shugart ETAS._
P.O. Box 5062
REVIEW BY: MBW
•
FAX: [phone]
10 ,••�
WINSTON SALE1.{ TOWNSHIP, FORSYTH COUNTY
t
i
Ph: 336 292- 901 0 Winston—Salem, NC
( )
Fax: [phone]
i
NORTH CAROLINA
[phone]
t
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.LLL:J.S'­;lJ_A,,-Spa'-�.-s
I INV.
$30.0
T �a
TOWNSENDGLE
l l NOTES:
4 PLACE RtP-RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
14 SP ACES
R LE 3
CT- 07 FMOCr
TAP
:,•"Mom'AL
.�70
Imo••••••••••\'r•••••� ' •1�
INV
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TYP - C
PROTE #3
N
co 29
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(0 /
B10-CELL PLAN.
BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 85%-88% SAND,
3%-S% ORGANIC, AND 87.-12% FINES (BY WEIGHT).
2. 810 RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 X
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
8. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE BIO-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE BIO-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
.•
5��
1** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
ELEV. 834.67
9" PONDING DEPTH
TOP OF PONDING
ELEV. - 833.59
-CAPPED CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
BIO AREA - 832.84
BOTTOM OF SOD
/- GRASS ELEV: 832.67
\\\-PLANTINGS IL MIXTURE
FILTER
ELEV. 833.59
�� •,_._
aw,���
FABRIC ELEV.-830.67 " 4' WASHED SAND
4
24" LM SPREADER
KT.S
WASHED #57 STONE
15" ADS N-12 PVC PERFORATED UNDERDRAIN
OUTFALL
SHWT BELOW: 824.50
BIORETENTION AREA CROSS SECTION
N TS
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
La
(FT)
WRIP-RAP
(FT)
CLASS
MIN. PAD
THICKNESS
3
15
3.75
8
9.25
II
35'
RIP --RAP OUTLET PROTECTION DETAIL
N TS
SEDIMENT DEPTH STAKE.
"&e owave AT nre TL n!
3' THICK
FOREBAY DETAIL (N.T.S.)
CONSTRUCTION SEQUENCE:
1. ONCE THE UPSTREAM SITE IS STABILIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
Approved Slofmiwate¢ ;�:ce r t .::
Construction in accordance wit,i these aocr . enm is
required by the storrnwater permit. Nwortr; Carolina
rules require that the sto,mwater system, destgner
Inspect during construction: certify conformity
glans and specs, anc certify comp4ance Witt-, thj
storm, water rules. (1 A.NCAC 2H . I008
Permit s SVy 02 D'�D% _ !)ate
by 5 --NC Divwionott ater t_a
r
Sheet_ G-^i_ _evisic ie
MAINTENANCE REQUIREMENTS FOR BIORETENTION AFEAS
DESCRIPTION
METHOD
FREQUENCY
TIME OF YE,kR
SOIL
INSPECT AND
VISUAL
MONTHLY
MONTHL'
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/;0
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11 /30
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
AFTER
CONSECUTIVE DAYS AND
BY HAND
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
AFTER PERIODS
THEY REMAIN HEALTHY;
REPLACE AS NEEDED WITH
VISUAL/13Y
HAND
OF PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
INUNDATION
t5� VICINITY MAP
ICI O R T H N.T.S.
SITE INFORMATION
ZONING OFF-STREET PARKING
EXISTING ZONING RS-4 PROPOSED USE(S)SNO116L FLM ML M-P&
PROPOSED ZONING: SMI-5 PARKING CALCULATIONS:
TYPE OF REVIEW REQUESTED: REQUIRED PARKING SPACES
MULTI-FAMIL,YMI)E'NTIAL PARKING PROVIDED:... 433 SPACES
SITE SIZE AND CO 9tM
TOTAL ACREAGE: -,.,,
2!l.1 ft ACRES) REWIRED G/UN SPACES:
SITE COVERAGES: LOAOING/U ING S FRONDED:
BUILDING 'TO LAND - 2_SO X
PAVEMENT TO LAND 2t_3a X FT. X FT.
OPEN SPACE b6.16 X
RUFFERYARDS
TOTAL IOD X ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED:25M
BUILDING SQUARE FOOTAGE:�ZjZ#SO.FT. WIDTH REQUIRED:_ 15 MINIMUM
BUILDING HEIGHT. 2 d. 3 STORY FENCE OPTION: YESrrS_lL_
WATER, EN
x PUBLIC PRIVATE D7 g OTS
UNITS/ACRE OR OOTS: 224IiS ACRE
SEWER - - A -- PUBLIC PRIVATE REC. AREA REWD:100 SF/UNIT OR 0.51 ACRE!
STREETS: PUBLIC x PRIVATE REC. AREA PROVIDED: 104,000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN 5896-75-5393 Block 48315 Lot 101
PIN 5M-84-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96'X54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106' X 80' 2
F 98' X 54' 3
MUL A -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL- 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300f SF 17 SPACES
POOL.
1 SPACE PER 100 SF: 1,200* SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE III BUILDINGS UNITS/BLDG TOTAL UNITS
A 3 12 36
B 1 12 12
C 8 8 64
D 7 8 56
E 4 8 32
F 3 8 24
TOTAL 26 N/A 224
TOTAL LINEAR FEET OF PUBLIC STREET 3,498f LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336t LF
LEGEND
LIMITS OF WETLAND AREAS
RIPRAP PAD
PREEMINENT EARTH BERM
ROCK OUTLET PROTECTION
ROCK INLET PR
GRASS/SOD; • •
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3 10.29.08 X UTUTY I 1.�-
2 08. 27.08 N UTIt1TY RD, 19 P)
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1 7.08.08 IRM III Ii M 01P
PROJECT NO. E-1014
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DATE: 06/14/10
SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBW
_
C-10-
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BI�-'O-CELL
GRASS
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11 r
B10-CELL PLAN
** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 85%-88% SAND,
3%--5% ORGANIC, AND 8%-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 %.
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
S. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
9" PONDING DEPTH
ELEV. 814.00 3
i 11.
E
PLANTING
FILTER
FABRIC
SHWT BELOW: 805.00
15" ADS N-12
OUTFALL
STREAM AND WETLAND AREAS
TO BE CLEANED UP.
TOP OF PONDING
ELEV. - 812.92
CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
810 AREA = 812.17
BOTTOM of SOD
/ GRASS ELEV: 812.00
ELEV, 812.92 7'
:2" 1
L MIXTURE I 2'-0"
4" WASHED SAND
24"
"-WASHED #57 STONE
PVC PERFORATED UNDERDRAIN
LEVEL SPREADER
M.T.S
2.5' DEEP
CLASS -II RIPRAP
- FILTER FABRIC
3- #57 STONE
BIORETENTION AREA CROSS SECTION
NTS
..7- T _
5
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PIPE
srllnlE•I
FABRIC
SPEC, f
NOTES.
PLACE RIP -RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
1
OUTLET
NUMBER
Do
(IN)
3Do i
(FT)
La
(FT)
W
(FT)
RIP -RAP
CLASS
MIN. PAD
THICKNESS
2
15
3.75
8
9.25
II
35"
RIP -RAP OUTLET PROTECTION DETAIL_
NTS
2' DEEP
SEDIMENT DEPTH STAKE.
MARK STAKE AT DEPTH OF
1.0' FOR CLEANOUT
0
CLASS II RIP -RAP
3' THICK
FOREBAY DETAIL (N.T.S.)
81.4-CELL-CONSTRUCTIONSEQUENCE*
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
IF STORMWATER INUNDATES THE 810-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE 810-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINE:R
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAR 1
SOIL
INSPECT AND
REPAIR EBOSIQN
VISUAL
MONTHLY
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/30
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11 /30
BEYOND TREATMENT
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
CONSECUTIVE DAYS AND
BY HAND
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
THEY REMAIN HEALTHY;
VISUAL/ByOF
AFTER PERIODS
REPLACE AS NEEDED WITH
HAND NDINUNDATION
PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
VICINITY MAP
N O R T H N.T.S.
SITE INFORMATION
zommfG
EXISTING ZONING: PR-9
OFF-STREET PARKING
PROPOSED USE(S) MMMMAL M MYLTIFAAW
PROPOSED ZONING: 08-S
PARKING CALCULATIONS. = CALCS 290
TYPE OF REVIEW REQUESTED:
REQUIRED PARKING: 412 SPACES
-- MULTI-EMLY-_RESIDENTIAL �,,
PARKING PR01rt0E0: 435 SPACES
!tITE SIZL AND COYMAGE
TOTAL ACREAGE: 2L1A ACRES)
OFF-STREET
REQUIRED CAN SPACES
517E COVERAGES:
LOADING /U ING PR0IADED
BUILDING TO LAND 1�0 X
PAVEMENT TO LAND-21 1�. X
FT. X FT.
OPEN SPACE -MAR _x
mimams
TOTAL 100 x
ADJOINING ZONING: RESIDENTI AL
TYPE RE: �E li
WIRED
BUILDING SQUARE FOOTAGE: 153212 ftQ.FT.
WIDTH REQUIRED• 13 -MINIMUM
BUILDING HEIGHT; 2 & 3 STORY
FENCE OPTION: YES-X
mmsmc
DENSITY CALCULATIONS
NUMBER QF UNITSAOT'5:�4 UNITSAOTS
WA ER-_._X PUBLIC PRIVATE
DENSITY: 7 gLUNITS/ACRE OR LOTS/ACRE
SEWER- -- I PUHUC - PRIVATE
REC. AREA REQ'D:100 SFAINIT OR 0.51 ACRES
STREETS ___X_PRIVATE RIVATE
REC. AREA PROVIDED: 164,000 SF 3.76 AC
PRQMTY INFggMrQN
A portion of PIN 5895-75-5393 Block 4638 Lot 101
PIN 5898-84-1854 Block
4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO STORIES
A
96' X 54'
3
B
104' X 54'
3
C
93' X 74'
2
D
97' X 76'
2
E
106, X 80,
2
F
96, X 54,
3
PARKING INFORMATION
MUL iI- F:�#AiLY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS
108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS
210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS
64 SPACES
TOTAL: 224 UNITS
382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300* SF
17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200t SF
12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415
SPACES
TOTAL OFF STREET PARKING SHOWN: 416
SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
BUILDINGS
UN1TS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
18
1 24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336f LF
LEGEND
LIMITS OF WETLAND AREAS
RIPRAP PAD
PREEMINENT EARTH BERM
ROCK OUTLET PROTECTION
ROCK INLET PROTECTION
GRASS/SOD
CREEK
CLASS 11 RIP RAP
CLEANOUT
WASHED SAND
WASHED #57 STONE
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 it„
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3 10.29.08 A U1N.ITY'r)" "IrA
2 08.27.08 N UIIJTY gl*vo cIp,
1 7.08. 08 9M IFJI 10l k' r+ x '
PROJECT NO. E-714 l
DATE: 09/01 /1 n - ... .
SCALE: AS NOTED
I DWG. BY: BSD
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WESTCOTT, SMALL & ASSOCIATES, PLLC
4015 MEETING WAY, SUITE 105
HIGH POINT, NC 27265
PHONE: [phone]
FAX: [phone]
DRAWN BY: PJR PROJECT SHT. NAME
DATE: 3/24/Q9 ROBINHOOD MANOR
PROJECT NO.: E-1014 WATERSHED
REVIEW B Y: M B W ROBn�oon Rn. DRAINAGE MAP
WINSTON SALEM TOWNSHIP, FORSYTH COUNTY
NORTH CAROLINA
SHT, N O.
PER:
Mr. Barry Siegal PIN 5896-84-185.4
BSC Holdings, Inc. Block 4635 Lot 013
P.O. Box 8306 Sandra C. Shugart - ETAL
I Greensboro, NC 27419 P.p, Box 5062
Ph: (336) 292--9010 Winston --Salem, NC
Fax: [phone]-5062
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1-800-632-4949
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# DATE ISSUED FOR
1 11 /10/08 FOR CONSTRUCTION
PROJECT NO. E-1014
DATE. 3/24/09
SCALE: 1 "=50'
DWG. BY: D F _
VICINITY MAP
N.T.S.
SITE INFORMATION
SITE INFORMATION
ZONING OFF-STREET PARKING
EXISTING ZONING: RS-9 _ PROPOSED USES) RIESIDE"AI 9LDG. MULt1FAMV
PROPOSED ZONING: RMB-S PARKING CALCULATIONS: 5" CALCS BELOW
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MULTI -FAMILY RESIDENTIAL PARKING PROVIDED:_ 435_ -_SPACES
SII_S17E AN) COVERAGE OFF-STREET_i
TOTAL ACREAGE: 2B•16f ACRES) REQUIRED NG/UNL SPACES:
SITE COVERAGES: LOADING/U INC S PROVDED:
BUILDING TO LAND 12.50 X
PAVEMENT TO LAND 21.34 % X
fi6
OPEN SPACE .16 X
BUFFERYARDS
TOTAL 100 x ADMNING ZONING: RESIDENTIAL
TYPE REQUIRED: TYPE 11
BUILDING SQUARE FOOTAGE:1=1L1SQ.FT. WIDTH REQUIRED: 45�MI�IM�M
BUILDING HEIGHT: 2 do 3 STORY FENCE OPTION: YES(_
DENSITY CALCULATIONS
INFRASTRUCTURE NUMBER QF UNITS/LOTS: 224 UNITS/LOTS
WATER- _PUBLIC PRIVATE DENSITY: / 95 UNITS/ACRE OR LOTS/ACRE
SEWER: X PUBLIC PRIVATE REC, AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS- PUBLIC X PRIVATE I REC. AREA PROVIDED: 164000 SF 176 AC
PROPERTY INFORMATION
A portlon of PIN 5896-75-5393 Block 4638 Lot 101
dt
PIN 5896-84-1854 Block 4835 Lot 013
BUILDING CHART
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104, X 54, 3
C 93' X 74' 2
D 97' X 76' 2
E 106' X 80' 2
F 96'X54' 2
PARKING INFORMATION
MULTI -FAMILY
1-BR 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300t SF 17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200t SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE 0 BUILDINGS UNITS/BLDG TOTAL UNITS
A 3 12 36
B 1 12 12
C 8 8 64
D 7 8 56
E 4 8 32
F 3 8 24
TOTAL 26 N/A 224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336f LF
C,QH,STR,UCTION SEQUENCE FOR-BIQ-EEIENTION_ CEL,LR.
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
CONSTRUCTION SEQUENCE FOR INFILTRATION TRENCH:
1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR INFILTRATION TRENCH.
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEX11LE FABRIC IN THE INFILTRATION
TRENCH AREA.
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
GRAPHIC SCALE C-8
50 0 25 50 100
WATERSHED PLA
I inch = 50 ft. WI FINAL GRADES(PH.

.. L _ L_. _I AL 2�' ' I_.I. r.l:.
CONSTRUCTION SEQUENCE EQR _ BEG RETENTION CELL:
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
QQ�STRUCTIQN SEQUENCE FOR-ANFILIBA]ION TRENCH:-
1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
2. EXCAVATE AREA FOR INFILTRATION TRENCH.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL PVC PERFORATED UNDERDRAIN.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
TRENCH AREA.
AND PLANTING SOIL MIXTURE.
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
6. CONSTRUCT FOREBAY PER DETAIL.
PVC PIPE.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
6. CONSTRUCT FOREBAY PER DETAIL.
8. PLANT GRASS/SOD.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP,
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
FOR AT LEAST 15 DAYS.
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RCBERT A. WELD & / / �� o�—
KAREN WELLS, cat - 1
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AREA t.QI TO EXCEED 2%
IN PARKING AREAS AND 5%
ON SIDEWALKS.
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CITY OF
NRNSTON-SALEM
VICINITY MAP
NORTH N.T.S.
SITE INFORMATION
SITE INFORMATION
EXISTING ZONING: RS-R
QM- STREET PARKING
PROPOSED USE(S) MIDENMAL BUM. MULPFAW
PROPOSED ZONING:15=5 ----
PARKING CALCULATIONS: C BELOW
TYPE OF REVIEW REQUESTED:
REQUIRED PARKING: SPACES
kv,
MUL IILY RESIDENTIAL
PARKING PROVIDED: ACES
_
SITE 517E AND COVERAGE
TOTAL ACREAGE: CRE(S)
-
REWIRED G/UN SPACES:
LOADING/U ING PROVIDED:
SITE COVERAGES:
BUILDING TO LAND 12 x
PAVEMENT TO LAND Z %
FT. x FT.
OPEN SPACE - JA X
RUFFERXMIDS
TOTAL 100 X
ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED:
1UILDING SQUARE FOOTAGE:1A? bsQ.FT.
WIDTH REQUIRED:
BUILDING HEIGHT: 2 6k 3 STORY
FENCE OPTION: YES X
INFRASTRUCTURE
WATER -,_PUBLIC PRIVATE
DENSITY CALCULATIONS
NUMBER ppF. uNITS/LOTS:22UNITS/LOTS
DENSITY: 7.95 UNITS/ACRE OR LOTS/ACRE
SEWER: -_I PUBUC PRIVATE
REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS• PUBLIC _A— PRIVATE
REC. AREA PROVIDED: 164,000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN MOO-75-5393 Block 4638 Lot 101
PIN 5896-84-1854 Block 4635 Lot 013
BUILDING CHART
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106, X 80' 2
F 96' X 54' 2
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR • 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300t SF 17 SPACES
POOL:
I SPACE PER 100 SF: 1,200f SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
# BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336t LF
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CONTACT ONE -CALL CENTER
1-800-6324949
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DATE
ISSUED FOR
1
1/10/08
FOR CONSTRUCTION
PROJECT NO. E-1014
DATE: 3/24/09
SCALE: 1 "=50'
DWG. BY: DF
CHK. BY: MBW
C.9 f
WATERSHED PLC - 6
w/ FINAL GR.ADES(PH.
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15'
STREAM
BUFFER
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C.O.
V
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C.O.
[310-CELL PLAN
1 " = 20'
BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 85%-88% SAND,
3%-5% ORGANIC, AND 8%-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 %.
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
8. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE 810-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE 810-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
1** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS
DESCRIPTION METHOD
FREQUENCY
TIME OF YEAR
SOIL
INSPECT AND
REPAIR EROSION
VISUAL
MONTHLY
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/30
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11/30
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
CONSECUTIVE DAYS AND
BY HAND
AFTER
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
THEY REMAIN HEALTHY;
VISUAL/BY
AFTER PERIODS
REPLACE AS NEEDED WITH
HAND
OF PROLONGED
INUNDATION
WHENEVER NEEDED
SIMILAR PLANTS.
12" PONDING DEP
PLANTING
FILTER
FABRIC __\
TOP OF PONDING
ELEV. - 775.17
-CAPPED CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
BIO AREA = 774.17
BOTTOM OF SOD
% GRASS ELEV: 774.00
ELEV. 775.17
r
2" 1•
MIXTURE 2'-0"
2.5' DEEP
CLASS --II RIPRAP
-
4" WASHED SAND
4"
30" LEVEL SPREADER
009TN..S
WASHED #57 STONE
24" ADS N-12 PVC PERFORATED UNDERDRAIN
OUTFALL
SHWT BELOW: 768.00
BIORETENTION AREA CROSS SECTION
N TS
SEDIMENT DEPTH STAKE.
"... !•TI 1. - -
3' THICK
FOREBAY DETAIL (N.T.S.)
NOTES:
PLACE RIP -RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
S`MTMEiIC FILiEII i-I I
FABRIC (A5 a NCDO =
mac. n056 TYPE-2)
EX ORMIND-
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
La
(FT)
W
(FT)
RIP -RAP
CLASS
MIN. PAD
THICKNESS
1
24
6
12
14
II
35"
RIP -RAP OUTLET PROTECTION DETAIL
N TS
CONSTRUCTION_ _SEQUENCE:
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
-FILTER FABRIC
3" #57 STONE
rl A/
j FLEET*000 CIRCLE
0C
01
L v I
cr•r trurrs
1
!' CITY OF
MNSTON-SALEM
11URY 0,��,5 5µA0Y ►A�Pn�!
VICINITY MAP
N CFR T N.T.S.
SITE INFORMATION
PIING OFF-STREET PARKING
EXISTING ZONING: RS-9 PROPOSED USE(S) RESIDENTIAL IM MULTIfAMIL'
PROPOSED ZONING: RMA-S PARKING CALCULATIONS: SEE CALCS BELOW
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MULTI -FAMILY RESIDENTIAL PARKING PROVIDED:. -SPACES
SITE S17F AND COVERAGE OFF-STREET LO
TOTAL ACREAGE: 28,101 ACRE(S)]RE()UIRED G/UN SPACES:
SITE COVERAGES: ADING/l1 ING S PROVIDED:
BUILDING TO LAND t2SO %
PAVEMENT TO LANDAU 'A FT, X FT,
OPEN SPACE A8-18 %
euFFERYARDs
TOTAL 100 7i ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED:
BUILDING SQUARE FOOTAGE: 1532123Se,FT, WIDTH REQUIRED:_ 15 MINIMUM
BUILDING HEIGHT: 2 & 3 STORY FENCE OPTION: YES X
DENSITY CALCULATIONS
NERASIBUrTRc
NUMBER � UN1T5/LOTS:_�UNITS/LOTS
WATER, PUBLIC PRIVATE DENSITY; 95 UNITS/ACRE OR LOTS/ACRE
SEWER' x PUBLIC PRIVATE REC, AREA REO'D:100 SF/UNIT OR 0.51 ACRES
STREETS' PUBLIC x PRIVATE REC. AREA PROVIDED: 164 000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN 5896-75-5393 Block 4538 Lot 101
dt
PIN 5896-54-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106, X 80' 2
F 96' X 54' 3
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT:
72 UNITS 108
SPACES
2-BR - 1.75 SPACES PER UNIT:
120 UNITS 210
SPACES
3-BR - 2.00 SPACES PER UNIT:
32 UNITS 64
SPACES
TOTAL
224 UNITS 382
SPACES
CLUBHOUSE:
I SPACE PER 200 SF:
3,300f SF 17
SPACES
POOL:
1 SPACE PER 100 SF: 1,200t SF 12
SPACES
TENNIS COURT:
4 SPACES PER COURT 1
COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED:
415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
# BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF
PUBLIC STREET =
3,498t LF
TOTAL LINEAR FEET OF
PRIVATE STREET =
336f LF
LEGEND
LIMITS OF WETLAND AREAS
�•
,
RIPRAP PAD
'm\'OCK OUTLET PROTECTION
ROCK INLET PROTECTION
GRASS/SOD
CREEK
CLASS II RIP RAP
CLEANOUT 0C.O.
WASHED SAND
WASHED #57 STONE
GRAPHIC SCALE
20 0 10 20 40
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_"ONTACT ONE -CALL CENTER
1-800-632-4949
CAROLI '•,
SEAL -
024442
# DATE ISSUED FOR
r
3 10.29.08 N UTILITY KM SUB#MITTA[
2 0&27.08 X UTIUTY REVIEMY Stj8MITIki
-. G'
1 7.08.08 GMX A ERM CAM k
PROJECT NO. E-1014
DATE: 03/24/08
I SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBW
C I O-A
BIO-CE1-1
GRASS . `.
r ; S r r, ?; -T�, r' P'T�TT

LOCKING OBSERVATION
WELL CAR
ELEV, $01.00
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YARD INLET
ITYI01
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oil
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AVI
OBSERVATION
WELL CAP WELL
INFILTRATION TRENCH
PIPE CHART
■ilfu��[I+i1��1■■i��l��-li■t1I'fI•I+lfl�I�lliY�1+��`,Cilr��li+I•1•
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INFILTRATION
TRENCH
W
D
L
SURFACE
I AREA
VOLUME
*BOTTOM OF TRENCH TO BE AT 0.OX GRADE.
1 FOREBAY SHALL BE 1
LINED MATH PAVERS
CROSS SECTION
FOREBAY DETAIL
LEVEL SPREADER CUSS-!! RIP -RAP
N.T.S
BYPASS
YARD INLET
ITYI/1
4- WASHED
SAND
PLAN
OPFANG
Cuss a cOMACRE e
1"OV
SECTIONA,4
MOTES -
BRA KM48aWYCAHBE
CCI CLA YBRACK J AOO
BRICK• ORCOWVCRETEBRICK.
COAACRE7EBOMW SHALL
BE PAIDAS BRICKAMSO/VRY.
ALL AIOMPTARJItl11VTSARE
TO BE urt W.
COACQF7ECOVER 710BEEPAID
FOR UAVER 7HEPAYITEM
4x4,PREGST c0NcRETE
YARD IALET COVER.
FOR DEPM$ OVER 4.O' USE
STEPS ON Ir CEW ERS.
STEPS SHALL BEIHACCORV-
ANCE WITH COG SM AW 14
B'X E' BR/ClYPAER
AT EACH CORNER rWO
COURSES HIGH
.9
DEDU67X WS FOR ONE PIPE
PIPE 812E
C.M.
R.C.
rr
a. am
D aw
4UAV"ES
BASE (C. Y,Y
N (PER FT. HE/0H7)
PIERS (C. Y EAQ'a
a.29ki
0.19a
C.'XI6
STANDARD 4'X4'BRICK
MASONRY YARD INLET
BMP element:
Potential proble=
How to remediate the bleat:
The entire $MP
Trash debris is pj2nt
Remove the trash debris•
The grass filter strip or
other pretreatment area
Areas of bare soil and/or
erosive gullies have formed
Regrade the soil if necessary to
remove the gully, and then plant a
ground coves and water until it is
established. Provide lime and a
one-timefertiU= application
Sediment has accumulated to
a depth of greater than six
inches.
Search for the source of the
sediment and remedy the POblem if
possible. Remove the sediment and
dispose of it in a Iocation where it
will not cause impacts to streams Dr
the BMP.
The flow diversion
structure (if applicable)
The structure is clogged
Unclog the conveyance and dispose
of any sediment off -site.
The structure is damaged
Make any necessary repair; or
replace if damage is too I- 'G fox
I'e Six.
Remove the accumulated diment
from the infiittation system and
dispose in a location that mull not
The trench
Water is ponding on the
sulfate foi more than 24
hours after a storm
impact a stream or the Bkl?.
The depth in the trench is
reduced to 75% of the original
design depth
Remove the accumulated sediment
from the infiltration syster: and
dispose in a location that Il not
impact a Stream oI the 1311,
Grass or other plants are
gz owing on the sur face of the
trench
Remove the plants, prefen,'aly by
hand If pesticide is used, "•ipe it on
the plants rather than s ra•
The observation welI(s)
The water table is within one
foot of the bottom of the
Contact the DWQ Stvrmw <tex Unit
immediately at 919-733-5TI
system fox a period of three
consecutive months.
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced turf
matting ox ripiap if needed to
event future erosion probJerris.
The outflow i is damaged.
17 air or r lace the i
The emergency overflow
berm
Erosion or other signs of
damage have occurred at the
The emergency overflow berm will
be repaired or replaced if beyond
outlet.
Y ail.
The receiving water
Erosion or other signs of
damage have occurred at the
Contact the NC Division of Water
Quality 401 Oversight Unit at 919-
outlet.
733-1786. _
CONSTRUCTION SEQUENCE:
1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2, EXCAVATE AREA FOR INFILTRATION TRENCH.
3• CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
TRENCH AREA.
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
s�GMS
t Es
qW
07
NQIE'-
IN THE EVENT OF A FAILURE, OWNER SHALL INSTAL
APPROPRIATELY SIZED PUMP INTO OBSERVATION WE,L
TO PUMP INFILTRATION TRENCH DRY.
L � VICINITY MAP
N Old TES N.T.S.
SITE INFORMATION
2ONINQ
EXISTING ZONING: Rs-9
OF'F—SMEET, PARKING
PROPOSED USE(S) RESIDENTIAL BLDG, MULTIFAMIL
PROPOSED ZONING: RII
PARKING CALCULATIONS: SEE CALCS BELOW
TYPE OF REVIEW REQUESTED:
REQUIRED PARKING: 412 SPACES
R MULTI —FAMILY RESIDENTIAL
PARKING PROVIDED: 435 SPACES
REQUIRED G/UN 1 SPACES:
TOTAL ACREAGE: 21111 ACRE(S)
SITE COVERAGES:
LOADING /U ING S PROVIDED:
BUILDING TO LAND -�_7L
PAVEMENT TO LAND 21.34 %
X
OPEN SPACE 66.19 X
TOTAL 100 %
ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: E II
BUILDING SQUARE FOOTAGE: AA212ASO.FT.
WIDTH REQUIRED:MINIMUM_
BUILDING HEIGHT: 2 & 3 STORY
FENCE OPTION. —YES
WATER X PUBLIC PRIVATE
DENSITY CALCULATION
NUMBER QF UNITS/LOTS:�UNITSAOTS
DENSITY: /7 95 UNITS/ACRE OR LOTS/ACRE
SEWER' X -. PUBLIC PRIVATE
REC. AREA REQ'D-.100 SI IT OR 0.51 ACRES
STREETS! PUBLIC x PRIVATE
REC. AREA PROVIDED: 164 000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN 5896-75-5393 Block 4835 Lot 101
PIN 5896-54-1554 Block 4835 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A
96' X 54'
3
B
104' X 54'
3
C
93' X 74'
2
D
97' X 76'
2
E
106' X 80'
2
F
96' X 54'
3
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-EIR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR - 2.00 SPACES PER UNIT- 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300E SF 17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200E SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498E LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336t LF
LEGEND
LIMITS OF WETLAND AREAS
RIPRAP PAD
ROCK OUTLET PROTECTION
PAVERS
GRASS/SOD
CREEK — — — —
CLASS It RIP RAP
CLEANOUT QC.O.
WASHED SAND
,r
WASHED #57 STONES �
GRAPHIC SCALE
20 0 10 20 40
1 inch = 30 it.
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BEFORE YOU DIG'.
CONTACT ONE -CALL CENTFR
1-800-632-4949
CARD
�i s•'' `` GAS l�''•. ',i
SEAL -
024442 =
d'
DATE ISSUED F?R
3 110.29.08 JRD UTIUTY REVIEW SU VTTAL
2 08.27.08 2ND UTIUTY RNEW cl1I, ;
1 7.08.08 6RIx & #RW CO % 9TNk
PROJECT NO. E-1014
DATE: 03/24/09
SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBA"
C 0 _
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INF. TRE'�` s
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YARD INLET
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P W MVAVAWAVAffl LTAVL AVAvwVow-w-,a9 — — — --
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INFILTRATION PLAN-
W_
1 =73�0
OBSERVATION
WELL CAP WEU
12'
aw,waw•w•w.w �.wn
w.w.w•rawarrr.•
+'
No"A►,•1
�+.n►.iww.w-�.w�
111-1
_
�VAVA.AVA.AV��
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a'
I•A-A.AVAQV AIFA
O.C. IN 4 ROWS
AROUND THE PIPE
U
ArAV
L
M-A-AwAA►A►AP
•
PAVAVAVAFAVAVAVA
it ^VAVATAVAVAT,
TCLww.AVAVA1NVA
'A
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IFOREBAY SHALL
• • :. • WITH PAVERS
�, '
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.A.Awi�AFA.w.A�
•
kVwwAVATAVA-A-A-AI
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l: ' l TRENCH :1 I / : • . . • .. GRAI
WASHED
-A.A.it�A��-
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SAND
1
INFILTRATION TRENCH
PIPE CHART
.-STRUCTURE
RIM ELEV.
Wjn..�IIIIIIILMM
Nlaialt hlue)z
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INFILTRATION
TRENCH
W
D
L
SURFACE
AREA
VOLUME
QONSTRUCT'ION SEQUENCE:
1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR INFILTRATION TRENCH.
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
TRENCH AREA.
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP,
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
NOTE:
IN THE EVENT OF A FAILURE, OWNER SHALL INSTALL
APPROPRIATELY SIZED PUMP INTO OBSERVATION WELL
TO PUMP INFILTRATION TRENCH DRY.
1 FOREBAY SHALL BE 1
LINED WITH PAVERS
CROSS SECTION
FORESAY DETAIL
107
�•'. 1•�
3* #57 STONE
•�=•=:�A
FILTER FABRIC
SPREADER
1 F DEEP
LEVEL
BMP element:
The entire BMP
The grass filter strip or
other pretreatment area
The flow diversion
structure (if applicable)
The trench
The observation welI(s)
The emergency over
berm
The receivin¢ water
BYPASS
YARD INLET
ITYI +2
SAND
Potential blew:
How to remediate the bleep:
Trash debris is t
Remove the trash debris.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then plant a
ground cover and water until it is
established Provide lime and a
one-time fertllizet application.
Sediment has accumulated to
Search for the source of the
a depth of greater than six
sediment and remedy the problem. if
irches
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams oI
the BNV.
The structure is clogged.
Unclog the conveyance and dispose
of any sediment off -site.
The structure is damaged.
Make any necessary repairs or
Replace if damage is too large for
I
Water is ponding on the
Remove the accum fated sediment
surface for more than 24
from the infiltrationsystem and
hours after a storm
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 75% of the original
from the infiltration system and
design depth
dispose in a location that will not
impact a strum or the BUIP.
Grass or other plants are 7
Remove the plants, preferably by
growing on the surface of the
hand if pesticide is used, wipe it on
trench
the lants rather than s is
The water table is within one
Contact the DWQ Stormwatel Unit
foot of the bottom of the
immediately at 919-7-43-5083.
system for a period of three
cor►aecutive months.
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
event future erosion problems.
The outflow p!p± is dame
R air or MLIaSe the
Erosion or other signs of
The emergency overflow berm will
damage have occurred at the
be repaired or replaced if beyond
outlet
r air.
Erosion or other signs of
Contact the NC Division of Water
damage have occur red at the
Quality 401 Oversight Unit at 919-
outIet
733-1786•
ffir,deweffll
�rE a' 3 -
lYf Ti%, 111i .x
is
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Ill p_ -
3 ,' 1,,`-'• '�:...
bY_
N07F&
BRIQYA"$"YO"aE
COMMOOVaAYBRIO( A/AW
BRIM, OR CONCRETE SMOAr
COACREIE BOITOW SWU
SE PAID AS SRI CK MA SOAI RY
Au MORMRJO/N75ARE
LOBE frrs W.
COMTREM COVER IDBEAIUD
FOR UNDER 7j6EPA)1ITEAI
4w,PR c4srCONO"
YARD IMEFCOVFR
FOR DIEP7HS OVE7r! 10* 4W
STEPS ON Yr crw7ERS,
S7EPS M&L BE IN ACCJOWL
ANCE Wlrfl COO' STD. Mtn
PL4N
COG SM ,M7es rX Ar&g1CArPff R
CONCREIF COVER ATE4CHCORNER 7M
COURSES HIGH
a�Enasxr
DE
DL
DE
:ad
e'
RussSCOW AETE: —�
25X PSI
SECT/ONA-A
DEDUCT AWS FAR OAE PPS'
MES42F
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rr
tax o.ay2
f1-
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rr
0.00 o.A?B
OUAINIIflIES
54SF /CY,I
H eFER17•. HEIGI/n
P/EM (C.Y. Z00
0.?AS
D..7�b
D D91?
STANDARD 4'X 4' BRICK
MASONRY YARD INLET
r
OF
u1Ai]Y
wvsTOv-S
aLEM
owll�41!
VICINITY MAP
N O R T" N.T.S.
SITE INFORMATION
720119 OFF—STRMI
EXISTING ZONING: R5-9 PROPOSED USES) RESIDENTIAL B= MULTiFAWLI
PROPOSED ZONING: _Redly$.- PARKING CALCULATIONS: SEL&ALCS_BELOW
TYPE OF REVIEW REQUESTED: REQUIRED PARKING: 412 SPACES
MUL-FAMI}`, RESIDENTIAL PARKING PROVIDED: 435 SPACES
SITE SIZE AND COVERAGE OFF�NGAJN�
TOTAL ACREAGE: 28.1§1 ACRES) REQUIRED SPACES:
SITECOVERAGES: LOADING/U 1NG PROVIDED:
BUILDING TO LAND 1250 %
PAVEMENT TO LAND 2L2 X FT. X FT.
OPEN SPACE 66-16 x
SUFFERYARDS
TOTAL 100 % ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: II
BUILDING SQUARE FOOTAGE:1AU12.:So.FT. WIDTH REQUIRED: 15' MINIMUM
BUILDING HEIGHT: 2 & 3 STORY FENCE OPTION: YES�
DENSITY ""L&TIONS
INFRASTRUCTURE NUMBER QF UN1TS/LOTS:, 224 UNITS/LOTS
UNITS/ACR
WATER- X PUBLIC PRIVATE DENSITY: 77 95 E OR LOTS/ACRE
SEWER!___L_PU8L1C -PRIVATE REC, AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS X PUBLIC REC. AREA PROVIDED: 164,000 SF 3.76 AC
EX ERIY INFORMATION
A portion of PIN 5896-75-5393 Block 4838 Lot 101
PIN 5896-84-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106, X 80' 2
F 96' X 54' 3
PARKING INFORMATION
MULTI -FAMILY
1-9R - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2-BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL: 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300f SF 17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200f SF 12 SPACES
TENNIS COURT-
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE I BUILDINGS UNITS/BLDG TOTAL UNITS
A 3 12 36
B 1 12 12
C 8 8 64
D 7 8 56
E 4 8 32
F 3 8 24
TOTAL 26 N/A 224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336f LF
LEGEND
00
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LIMITS OF WETLAND AREAS / • BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
RIPRAP PAD ,���tnr+
1111111
e N CARD 'y
�.� �...............��
Q
SEAL
ROCK OUTLET PROTECTION 024442
' e 0
PAVERS `'y •••••".
`
oil
loll,`,,`
GRASS/SOD �W�-+•�•+•� # DATE ISSUED FOR -
CREEK �. ...• — ... — �,
CLASS II RIP RAP
3 10.29.08 3RD UTILITY REVERT SUBMITTAL
2 08.27.08 2ND UTIUTY RE►AEMI SUBMITTAL �.
CLEANOUT 0C.O.`
1 7.08.08 IlZM A ERI161d1 MM PM
PROJECT NO. E-1014 `
WASHED SAND
r DATE: 03/24/09
SCALE: AS NOTED
!
WASHED #57 STONE DWG. BY: BSD
a�-?�-y ;
CHK. BY: MBW
GRAPHIC SCALE O
zo a to za as C
1 inch = 30 it. INF. TRENCH 12
k

CONSTRUCTION SEQUENCE:
1. ONCE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING EROSION
CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR INFILTRATION TRENCH.
3. CONSTRUCT BYPASS YARD INLETS AND PIPING.
4. INSTALL WASHED SAND, GEOTEXTILE FABRIC IN THE INFILTRATION
TRENCH AREA.
5. INSTALL WASHED #57 STONE, GEOTEXTILE FABRIC AND SCH 40
PVC PIPE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
IN THE EVENT OF A FAILURE, OWNER SHALL INSTALL
APPROPRIATELY SIZED PUMP INTO OBSERVATION WELL
TO PUMP INFILTRATION TRENCH DRY.
BMP element;
The enure BMP
The grass filter strip or
other pretreatment area
The flow diversion
strucmn (if applicable)
trench
The emergency overfio
be2m
The receiving wafter
Potential Emblem
How to renediate the blew:
Trash debris is Eesent.
Remove the trash debris.
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed
remove the gully, and then plant a
ground coves and water until it is
established hovide Bate and a
oro-timefestilizes application.
Sediment has accumulated to
Search for the source of the
a depth of gteater than six
sediment and remedy the problem if
�.
possible. Remove the sediment and
dispose of it in a location where it
Will not cause impacts to streams or
the BUT.
The structure is clogged.
Unclog the conveyance and dispose
of anr sediment off -site.
The structure is damaged.
Make any necessary repairs or
replace if damage is too large for
repaiL
Water is ponding on the
Remove the accumulated sediment
surface fat more than 24
from the inisitration system and
hours after a stot m,
dispose in a location that will not
impact a stream or the BMP.
The depth in the trench is
Remove the accumulated sediment
reduced to 7596 of the original
from the iniiitration system and
design depth
dispose in a location that will riot
impact a stream Qr the BIVip.
Grass or other plants are
I Remove the plants, preferably by
growing on the swface of the
hand. If pesticide is used, wipe it on
trench.
the pimp rather than s a
The water table is within one
Contact the DWQ Stormwatei Unit
foot of the bottom of the
immediately at 919-733-5083.
system fat a period of ttuee
consecutive months.
The outflow pipe is clogged
Provide additional erosion
protection such as reinforced tuff
matting of tiptap if needed to
event future erosion problems.
The outflow Ejptis damaged.
Repair or lace the pipe.
Erosion or other signs of
The emergency overflow berm will
damage have occurred at the
be t epaired or replaced if beyond
outlet
repan.
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet
733-1786•
1 FOREBAY SHALL BE 1
LINED WITH PAVERS
CROSS SECTION
FOREBAY DETAIL
01111111
1
/ . �L
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f -
•
r 76�= ,
f �
+
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r • � /i
0
. ' .
9I �9 INnLTRA CFI 'l e
OBSERVATION
7 " . ' . '30GRASSED '
ELL"FILTER .STRIP " " • ` . 1
ML
.�A.AVA.AVAV AV
w�w.w�w�w.iIL **.%
A.. :•A.A.A.A\AL• �.w`N
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784
r �\
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INFILTRATION PLAN-
1
FOREBAY INFILTRATION TRENCH LEVEL SPREADER 30' GRASS FILTER STRIP
(O 5X SLOPE)
FOREBAY SHALL BE
LINED WITH PAVERS
1 r
I 29'
SEDIMENT DEPTH STAKE. LOCKING OBSERVATION
ARK STAKE AT DEPTH OF WELL C% WELL
1.0' FOR CLEANOUT
I��.�vwv�.w.w�wvw� ' ►+wvw�wvw.wvwv�►v�
►A.w.A�A.A.A.A.A.1 FA.A.A.ATATAVAVAV
� I,.A.AVAVAVAVAVAVA1 i.ATA.ATA.A.ATAVA
i ►A.A.AvAvAvA.AvAvA 9vAvAvAvAvAvAvAvj FABRIC• • ��c
RkVA.AVA.A.AVAVAT9 FA.AVATATAVA.AVA #57 STONE
FAVA•A•A•A•A'r'A'FA . ►rAVATA.ATATATA.i4' SCH 40 PYC WITH
ffA.A.A.A.A.ATA.i FAVATA.ATA.A.A'AN
►A.ATATAVAVA/A.A4 ►.ATAVAVA.A.A.A.� i FILTER FABRIC
DRILLEDHOLES 0 6b 0AVA.A.ATAVAVA.I FAVAVATATAVATA��
=,Z,_A.r..rA•AVA1 ►.A.A.AVA.AVAVAVA DEEP
AROUND THE PIPE ►.A.AVA.A.AVA.AVA FA.AVAVAVAVA.AVA'R „ #57 MASS-11 RIP —RAP
VAVA.A.AVA'FATArA . ►TA.ATAWAVATATAT/
1kVAVAVAVA.A.AVA% FA.A.A.AVA.AVAVA STONE
VAVAVAVAVAVArTAVA LTATATATATAVA.A.1 a,
.. .
BELOW:SHWT +
►i G:Ih► TRENCH Q CROSS—SECTION
BOTTOM OF TRENCH. ,.
INFILTRATION
TRENCH
W
D
L
SURFACE
AREA
VOLUME
GRASS
_STRIP
h'hr`
F ern .:54/ 0 L0Lt0I
by
.sriart r G --'16
VICINITY MAP
N CPR T I- 4 N. T. S.
SITE INFORMATION
ZOINSi OFF-STREET PARKING
EXISTING ZONING: 113=2 PROPOSED USES) REMENTIAL 61.DG, MULTIFAMILI
PROPOSED ZONING: RMA-S PARKING CALCULATIONS:
TYPE OF REVIEW REQUESTED: REQUIRED PARKING SPACES
MULTI -FAMILY RESIDENTIAL PARKING PROVIDED: JA SPACES
TOTAL ACREAGE: 2L11U ACRES) REQUIRED G�UtJN SPACES:
SITE COVERAGES: 1230 Z LOAIIING/U ING PROVIDED:
BUILDING TO LAND
PAVEMENT TO LAND- 21,3.4 X FT. X FT.
OPEN SPACE ISa.16
TOTAL 100 x ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: I
BUILDING SQUARE FOOTAGE:1=2tso.FT. WIDTH REQUIRED: .15 MINIMUM
BUILDING HEIGHT: 2 do 3 STORY FENCE OPTION: YES_X..-
DENSITY CALCULATIONS
irTIONS
INFRASTRUCTURE NUMBER OF IfNITS/LOTS:�uNITS/LOTS
WATER' PUBLIC PRIVATE DENS TY.'7 95 UNITS/ACRE OR LOTS/ACRE
SEWER' PUBLIC PRIVATE REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS PUBLIC x PRIVATE I REC. AREA PROVIDED: 164,000 SF 3.76 AC
ERO j2TY INFORMATION
A portion of PIN 5698-75-5393 Biock 4638 Lot 101
A:
PIN 5a96-e4-1654 Black 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96' X 54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 108' X 80' 2
F 96' X 54' 3
PARKING INFORMATION
MULTI —FAMILY
1—BR - 1.50 SPACES PER UNIT:
72 UNITS 108
SPACES
2—BR - 1.75 SPACES PER UNIT:
120 UNITS 210
SPACES
3-13R - 2.00 SPACES PER UNIT:
32 UNITS 64
SPACES
TOTAL:
224 UNITS 382
SPACES
CLUBHOUSE:
1 SPACE PER 200 SF:
3,300t SF 17
SPACES
POOL-
1 SPACE PER 100 SF: 1,200f SF 12
SPACES
TENNIS COURT:
4 SPACES PER COURT 1
COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED:
415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
III BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR
FEET OF
PUBLIC STREET =
3,498f LF
TOTAL LINEAR
FEET OF
PRIVATE STREET =
336± LF
LEGEND
LIMITS OF WETLAND AREAS '
RIPRAP PAD
ROCK OUTLET PROTECTION
PAVERS
GRASS/SOD
CREEK — — — -- -- --
CLASS II RIP RAP
CLEANOUT 0C.O.
WASHED SAND
WASHED #57 STONE
GRAPHIC SCALE
20 0 10 20 40
1 inch 20 ft
6
CL
f
C �p
8
5�
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N
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in
\OtA MUSr
Z
a 9 a
y
BEFORE YOU DIG'
CONTACT ONE -CALL CENTER
1-800-632-4949
``���11i1ffNl,,J
CARPI/ �''•.
SEAL
024442
DATE ISSUED FOR
-Y
3 10.29.08 X UTIUTY RE►QEMM St19fIATTAL r=
2 08.27.08 N i1TUTY ($111EMP &INITTAL ,
1 7.08.08 M I ER09aM won IMrmuot
PROJECT N0, E-1014
DATE: 03/24/09
SCALE: AS NOTED
LWG. BY: BSD
CHK. BY: MBW
C-10-D
INF. TRENCH #3

B10-CELL PLAN
1 20'
BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 85%-88% SAND,
3%-5% ORGANIC, AND 87.-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEXTILE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5
3, PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
S. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE BIO-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE BIO-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE: HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
9" PONDING DEPTH
ELEV. 814.00 3
f.
PLANTING
FILTER
FABRIC T�
TOP OF PONDING
ELEV. - 812.92
CAPPED CLEANOUT PIPE
sv"rry
FABRIC I
VEC. r
PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVATION
BIO AREA - 812.17
BOTTOM OF SOD
% GRASS ELEV: 812.00
ELEV. 812.92
MIxTURE-\ 2'-0"
2.5' DEEP
CLASS--11 RIPRAP
EV.� 1 4" 4" WASHED SAND
24" LEVEL SPREADER
N.T.S
WASHED #57 STONE
15" ADS N-12 PVC PERFORATED UNDERDRAIN
OUTFALL
SHWT BELOW: 805.00
BIORETEN TION AREA CROSS SECTION
NTS
NOTES. -
PLACE RIP -RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
1
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
Lo
(FT)
W�RIP-RAP
(FT)
CLASS
MIN. PAD
THICKNESS
2
15
3.75
B
9.25
11
35"
RIP -RAP OUTLET PROTECTION DETAIL
NTS
21 DEEP
SEDIMENT DEPTH STAKE.
ARK STAKE AT DEPTH OF
1.0' FOR CLEANOUT
T
r
CLASS II RIP -RAP
3' - THICK
FOREBAY DETAIL (N.T.S.)
-FILTER FABRIC
3" #57 STONE
CONSTRUCTION SEQUENCE:
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR 810-CELL
3. INSTALL GEOTEXTILE FABRIC IN THE BIO--CELL AREA.
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
8. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WILL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
�,z��f , sl,MtcIobr
oq-
„+`'.rY
MAINTENANCE REQUIREMENTS FOR BIORETENTION AREAS
DESCRIPTION METHOD
FREQUENCY
TIME OF YEAR
SOIL
INSPECT AND
VISUAL
MONTHLY
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/15 TO 4/30
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11 /30
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
CONSECUTIVE DAYS AND
BY HAND
COMPLETION EOF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
THEY REMAIN HEALTHY;
VISUAL/BY
AFTER PERIODS
REPLACE AS NEEDED WITH
HAND
OF PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
INUNDATION
VICINITY MAP
N OR TH N.T.S.
SITE INFORMATION
Z(�J18G
EXISTING ZONING;
OFF-STREET PARKING
PROPOSED USES) RMMIIAL SLDG MIULTiFAML'
PROPOSED ZONING: RMA-S _r , .. -.,r . r_.
PARKING CALCULATIONS: SEE CALCS BELOW
TYPE OF REVIEW REQUESTED:
�ULT1-F�u-Y RESIDENTIAL
REQUIRED PARKING 412 SPACES
PARKING PROVIDED: 435 SPACES
5171' S12i AND COVERAGEOFF-STREET
TOTAL ACREAGE 2!l.16f ACRES)
REQUIRED G/UN SPACES
SITE COVERAGES:
BUILDING TO LAND 130 X
LO2.ADING/U ING PROVIDED:
PAVEMENT TO LAND 1�X
FT. X FT.
OPEN SPACE Bajax
SUFFERYARDS
TOTAL 100 X
ADJOINING ZONING: RESIDENTIAL
TYPE REQUIRED: 2r 11
BUILDING SQUARE FOOTAGE. 14;71 tSO.FT.
WIDTH REQUIRED: - 1 hLNIM�M
BUILDING HEIGHT: 2 4k 3 STORY
FENCE OPTION: YES_A_
INFRASMUGnM
WATER` X PUBLIC PRIVATE
DENSITY CALCULATIONS
NUMBER 7 � NITSAOTS:��UNITSAOTS
DENSITY- 7 977 UNITS/ACRE OR LOTS/ACRE
SEVRR ..,. A PUBLIC PRIVATE
REC. AREA REQ'D: f00 SF/UNIT OR 0.51 ACRES
STREETS PUBLIC ___X__PRIVATE
REC., AREA PROVIDED: 184,000 SF 3.76 AC
PROPERTY INFORMATION
A Portion of PIN 5895-75-5393 Mock 4638 Lot 101
PIN WOO-54-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A
96'
X 54'
3
B
104'
X 54'
3
C
93'
X 74'
2
D
97'
X 76'
2
E
106'
X 80'
2
F
96'
X 54'
3
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS
108 SPACES
2-811 - 1.75 SPACES PER UNIT: 120 UNITS
210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS
64 SPACES
TOTAL 224 UNITS
382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3.300* SF
17 SPACES
POOL:
1 SPACE PER 100 SF: 1,200* SF
12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415
SPACES
TOTAL OFF STREET PARKING SHOWN: 416
SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
0 BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
8
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8 1
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498f LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336f LF
LEGEND
LIMITS OF WETLAND AREAS
RIPRAP PAD
PREEMINENT EARTH BERM
ROCK OUTLET PROTECTION
ROCK INLET PROTECTION
GRASS/SOD
CREEK
CLASS II RIP RAP
CLEANOUT 0C p,
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CONTACT ONE -CALL CENTER
1-800-6324949
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SEAL
02444 =
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DATE ISSUED FOR
3 10.29.08 NO UTKJTY REVIEIr RWTTAL
2 08.27.08 M UIUTY REVEII► SUBMITTAL k_
1 7.08.08 aGfJI1G t EAa9al OIIRQ 11P"k
PROJECT NO. E-1014
DATE: 03/24/09
SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBW
C-10-E
BIO-CELL
GRASS #2
f

44"
3.3
.*E3LDG #20
7
4091
f �2 Y
1
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Q
BIO-CELL PLAN
1 " ;-= -2 (Y
BIORETENTION AREA NOTES:
1. PLANTING SOIL SHALL BE HOMOGENIOUS SOIL MIXTURE FREE OF STONES, STUMPS,
ROOTS, OR OTHER SIMILAR MATERIAL GREATER THAN 2" AND SHALL BE 857.--88% SAND,
3%-5% ORGANIC, AND 8%-12% FINES (BY WEIGHT).
2. BIO RETENTION AREA UNDER DRAIN SHALL BE SCHEDULE 40 PVC AND SHALL BE
UNDERLAIN WITH GEOTEX71LE FABRIC. THE BOTTOM OF THE SLOPE SHALL HAVE A
POSITIVE SLOPE TOWARD THE PIPE. LONGITUDINAL DRAIN SLOPES SHALL HAVE AN
APPROXIMATE GRADE OF 0.5 %.
3. PHOSPHORUS INDEX OF THE SOIL MIX SHALL BE BETWEEN 10 AND 30.
4. PERMEABILITY SHALL BE BETWEEN 2.5 INCH PER HOUR AND 6.0 INCH PER HOUR.
5. UNDERDRAIN PIPES SHALL HAVE A MINIMUM OF 4 ROWS OF PERFORATIONS AROUND
THE DIAMETER OF THE PIPE (MORE FOR PIPES 10 INCHES IN DIAMETER AND LARGER),
AND THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH ROW FOR
THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS SHALL BE 3/8" IN
DIAMETER.
6. PLANTING SOIL MIX SHALL BE TESTED BY AN APPROVED LAB PRIOR TO PLACEMENT.
7. CONTRACTOR SHALL PROVIDE WATER AND FERTILIZER AS NECESSARY TO ENSURE
VEGETATION IS PROPERLY ESTABLISHED.
8. CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT THE INSTALLED SYSTEM MEETS
ALL DESIGN SPECIFICATION UPON INITIAL OPERATION ONCE THE PROJECT IS COMPLETE.
IF STORMWATER INUNDATES THE 810-CELL FOR MORE THAN
72 HOURS AFTER A STORM EVENT THE BIO-CELL IS NOT
FUNCTIONING AS INTENDED AND A PROFESSIONAL ENGINEER
SHALL BE CONSULTED FOR REMEDIAL PLANS. PLANS SHALL
BE FORWARDED TO THE GOVERNMENTAL OFFICE HAVING
JURISDICTION FOR WATERSHED PROTECTION FOR APPROVAL.
a
.0
15�
** ALL BIO-CELL PIPES ARE AT 0.5% SLOPE MIN.
ELEV. 834.
3
11 P,
9" PONDING DEPTH
L114 1j
TOP OF PONDING
ELEV. = 832.92
-CAPPED CLEANOUT PIPE
TOP SOD GRASS AND
BOTTOM PONDING ELEVAION
BIO AREA - 832.17
BOTTOM OF SOD
GRASS ELEV: 832.00
PLANTING S IL MIXTURE
FILTER
FABRIC -� �. �.. 0PILLI4" WASHED SAND
4"
- 24" LEVEL SPREADER
N.T.S
WASHED #57 STONE
\--15" ADS N-12 `---PVC PERFORATED UNDERDRAIN
OU TFALL
SHWT BELOW: 824.50
BIORETENTION AREA CROSS SECTION
N TS
-1_" Li._ -1 12"1 sa.'�=, �_1_:•i..t� . •r._
SY THv
FABRIC
SPEC'
PIPE
NOTES:
PLACE RIP -RAP AROUND PIPE AS
DIRECTED BY THE ENGINEER.
OUTLET
NUMBER
Do
(IN)
3Do
(FT)
La
(FT)
W
(FT)
RIP -RAP
CLASS
MIN. PAD
THICKNESS
3
15
3.75
8
9.25
II
35"
RIP -RAP OUTLET PROTECTION DETAIL
N TS
1 2' DEEP
SEDIMENT DEPTH STAKE.
MARK STAKE AT DEPTH OF
' 1.0' FOR CLEANOUT
1
n
N CLASS II RIP -RAP
3' THICK
FOREBAY DETAIL (N.T.S,)
ELEV. 832.92
7 GRASS FILTER STRIP
2" 1
3'
2 FILTER FABRIC
3" #57 STONE
2 -0" 2.5' DEEP
CLASS -II RIPRAP
CONSTRUCTION SEQUENCE`
1. ONCE THE UPSTREAM SITE IS STABLIZED, REMOVE EXISTING
EROSION CONTROL MEASURES FROM PHASE TWO CONSTRUCTION.
2. EXCAVATE AREA FOR BIO-CELL.
3. INSTALL GEOTEXTILE FABRIC IN THE BIO-CELL AREA,
4. INSTALL PVC PERFORATED UNDERDRAIN.
5. INSTALL WASHED #57 STONE, WASHED SAND, GEOTEXTILE FABRIC
AND PLANTING SOIL MIXTURE.
6. CONSTRUCT FOREBAY PER DETAIL.
7. CONSTRUCT LEVEL SPREADER AND FILTER STRIP.
B. PLANT GRASS/SOD.
9. RESEED/ STABILIZE DISTURBED AREAS IMMEDIATELY AFTER
FINISHED GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE
COVER SHALL BE PROVIDED OVER DISTURBED AREAS WHICH MAY
NOT BE AT FINAL GRADE BUT WHICH WALL BE LEFT UNDISTURBED
FOR AT LEAST 15 DAYS.
a ,c:, r r
ruIE r
MAINTENANCE REQUIREMENTS FOR BIORETENTION ARIAS
DESCRIPTION
METHOD
FREQUENCY
TIME OF YEAt
SOIL
INSPECT AND
VISUAL
MONTHLY
MONTHLY
PLANTS
REMOVE AND REPLACEMENT
SEE
3/ 15 TO 4/ 3)
OF ALL DEAD AND DISEASED
PLANTING
AND
VEGETATION CONSIDERED
SPECIFI-
10/1 TO 11/0
BEYOND TREATMENT
CATION
WATER OF PLANT MATERIAL
SHALL TAKE PLACE AT END
IMMEDIATELY
OF EACH DAY FOR 14
CONSECUTIVE DAYS AND
BY HAND
AFTER
COMPLETION OF
N/A
AFTER PLANTING HAS BEEN
PROJECT
COMPLETED
INSPECT PLANTS TO ENSURE
THEY REMAIN HEALTHY;
VISUAL/BY
AFTER PERIODS
REPLACE AS NEEDED WITH
HAND
OF PROLONGED
WHENEVER NEEDED
SIMILAR PLANTS.
INUNDATION
i
.n
�1 EETWOpp CIRCLE
L� L)
R
C+TY E'N�-w
'ut. crrr uvn5
c,Ty CLAN NG DR.
C1TY OF
MNSTON-SACEM
NnyRY O��S 51iADY 1A►T" UIC
VICINITY MAP_
N OR TH N.T.S.
SITE INFORMATION
ZMING
EXISTING ZONING. _ RS-0
OFF-STREET PARKING
PROPOSED USE(S) RESIDENTIAL. IILK MULTIFAMIL
PROPOSED ZONING: RMA-S
PARKING CALCULATIONS:
TYPE OF REMEW REQUESTED:
REQUIRED PARKING.-.. 412 SPACES
MULTI-FAMILX BESIDENTIAL
PARKING PROVIDED: 435 SPACES
SITE SI7F AND COVERAGEOFF-STREET
TOTAL ACREAGE: 28.16t ACRES)
LOADING
REQUIRED G/UN SPACES: -
LOADING /U ING S PROVIDED:
SITE COVERAGES:
BUILDING TO LAND 12.39 %
PAVEMENT TO LANDS
FT, X
OPEN SPACE BS_18 ,_„x
RUFFERYARDS
TOTAL 100 X
ADJOINING ZONING: RESIDENTIAL
TYPE REQUIR, E III
BUILDING SOUARE FOOTAGE: 153212 SO.FT.
WIDTH REQUIRED:
BUILDING HEIGHT: 2 & 3 STORY
FENCE OPTION: YES_-
INFRASTRUCTURE
ER-
WAT_PUBLIC PRIVATE
DFINSITY CALCULATIONS
NUMBER 7 � NITS/LO TS: UNlTS/LOTS
DENSITY: 7 9b5 UNITS/ACRE OR LOTS/ACRE
SEWERL__�L_PUBLIC PRIVATE
REC. AREA REQ'D:100 SF/UNIT OR 0.51 ACRES
STREETS' PUBLIC x PRIVATE
REC. AREA PROVIDED: 164000 SF 3.76 AC
PROPERTY INFORMATION
A portion of PIN 5896-75-5303 Block 4638 Lot 101
ak
PIN 5896-64-1854 Block 4635 Lot 013
BUILDING TYPE BUILDING DIMENSIONS NO. STORIES
A 96'X54' 3
B 104' X 54' 3
C 93' X 74' 2
D 97' X 76' 2
E 106' x 80, 2
F 96' X 54' 3
PARKING INFORMATION
MULTI -FAMILY
1-BR - 1.50 SPACES PER UNIT: 72 UNITS 108 SPACES
2--BR - 1.75 SPACES PER UNIT: 120 UNITS 210 SPACES
3-BR - 2.00 SPACES PER UNIT: 32 UNITS 64 SPACES
TOTAL• 224 UNITS 382 SPACES
CLUBHOUSE:
1 SPACE PER 200 SF: 3,300* SF 17 SPACES
POOL.
1 SPACE PER 100 SF: 1,200E SF 12 SPACES
TENNIS COURT:
4 SPACES PER COURT 1 COURT 4 SPACES
TOTAL OFF STREET PARKING REQUIRED: 415 SPACES
TOTAL OFF STREET PARKING SHOWN: 416 SPACES
(INCLUDING 16 HANDICAP SPACES)
BUILDING SUMMARY
BLDG TYPE
# BUILDINGS
UNITS/BLDG
TOTAL UNITS
A
3
12
36
B
1
12
12
C
8
8
64
D
7
8
56
E
4
8
32
F
3
8
24
TOTAL
26
N/A
224
TOTAL LINEAR FEET OF PUBLIC STREET = 3,498t LF
TOTAL LINEAR FEET OF PRIVATE STREET = 336E LF
LEGEND
LIMITS OF WETLAND AREAS
RIPRAP PAD
PREEMINENT EARTH BERM ��I•'�I•id�
ROCK OUTLET PROTECTION
ROCK INLET PROTECTION
GRASS/SOD - • - -
CREEK
CLASS 11 RIP RAP
CLEANOUT 0C.O.
WASHED SAND
WASHED #57 STONE
GRAPHIC SCALE
20 0 10 20 40
1 inch 20 ft.
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CONTACT ONE -CALL CENTER
1-800-6324949
CA ,`�rNrnriiiy�r
•` KEN »....„.. I ••.
SEAL
02 4
'001
�#" 4,z
�lrfiirtrr«�
#
DATE
ISSUED FOR
3
10.29.08
30 UI1 M WOE# WTTAL
2
08.27.08
2ND UTRI REVIEW SUBiIIITTAL
1
7. 08. 08
AGING A M G #PR k
PROJECT NO. E-1014
DATE: 03/24/09
SCALE: AS NOTED
DWG. BY: BSD
CHK. BY: MBW
C-10-F
BIO-CELL
GRASS #3
r-1,rl tiyi ist, r .!
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Robinhood Residerltet Development
Project# 1114857
CObrRN
USDA
IISM
Pad
( )
T4Ist4.eGrace
s6nohAs Carsi�
Notes- (60"
MAT*de)25Y
yB
-
barn Weak
gr very liable
-
Os-2
014-1.4
5YR 416
-
day Shang
sbk firm
w1ca IrkiusiarsD.as-oz
0.01-D1a
T5YR 4xi
-
ban Weak
sbk friable
Transition: .Irnr4rsiorna 0.fi-2
0.14-1.4
5YR AIM
-
ktam Weak
sbk friable:
Transition, MXa
Inrirsbrc 0.6-2
0.14-1.4
7.SYR 616
25YMJ
-
�� -
AIR very triable
Fikraceous2-6
1A-14
25Y 6r3
-
6-Bald -
me very friable
kkieaceores 6-20
>74
Sesswal Fiph Welar Table: >84 Rclbs
AppareMMleler Table: NA inches
Robinhood Residental Development
Project # 11148.Si
Reim 1 �-ar:..n
Depth Caior
Hare. {iB) ptolarl PletleN
4tBDA - 05DA
per Es WNMd
Tesh.e Dade sb�rrW.e Cpgfatatary Notes 40M ItBIITNrI`1
A 04 10YR4P4 -
loam Weak gr very triable -
0.8-2 014-14
Bt 4-18 10YR 5.6 -
sandy loam Weak sbk kin -
2-6 1.4-14
R 18 - -
- - - - Rock
Seasonal High Water Table: >18 inches
Appar-d Water Table: FIR -inches
Robinhood Residental Development
Project # ill 148.$1
Boring Location 3
tIMM
Depit/ Color P4nWO ly
Harlam (no maw Qt..* TeGraft.e Graft Sreah.e Co�adrnoll M06M (W�1
I
USDA
Eslfnaleri
KBAT WA14
A 0-12 10YR 4f4 - Icam Weak gr verylrfable -
0.8-2
0-11-11
R 12 - - - - - - Rock
Seasonal High Vft F Tabu: >12 inches
Apparent Water Table: NA inches
Robinhood Residental Development
Project # 11148.S1
RM. t - A
Horizon
Caior
Telm.e Glade
ad.
Cat lobe cy Nukes
USDA
p•rneab t
(bah"
MIA
Eskmftd
MAT WaA1r)
Deptr
em "ter Q lam)
A
042
2SY 514 -
barn Weak
gr
very friable -
os-2
D.14-1.4
B11
12-30
7.5YR 5A -
sandy clay barn Moderate
sbk
fine -
0.6 - 2
0.14 -1.1
Bl2
3052
10YR &6 10YR 72
7.5YRwe
sally day loam Modeeale
sde
Fro -
ob-2
0.14-1.4
R�ff
7.5YR SM7 SYR &1
day Skorg
sbk
veryfim0.06-0.225Y8f1
7SYR 516
day Strong
sbk
entr. firm 6grarsiue
0B8-Q2
Of11 -0.14
Seasonal High Water Table: 30 inches
Apparem Water Table: NA inches
Robinhood Residental Development
Project # 1114831
CNnr
Depth
Herbert 00 Wiiant*)
Ikfiattaq Testr.e
-
Girsi a sb6clit a
- 'USDA USDA
pa ..... milk,
...Notes trot.) 4ZATtIft"
A 0-8 ltirri
- _ Writ
weak . gr -
wolfriable
-. -' - az-2 0-14-1,1
Bit 6-36 75YR 5M
- Gay
Strong sbk
arm
- 0.06-0.2 0.01-0.14
BC 3&78 75YR 5B
7.SYR BPI sally Gay loam
Moderate sbk
fmm
0.8 - 2 0.14 - 1.4
C 76S11 7.5YR 0P7
10YR 7dt loam
- Me
veryfnaMe
ParentMaterial
0.6 - 2 0.14 - 1 4
R 80 _
_ _
_ _
_
Rack
Seasonalfligh Wafer Table: >84 inchm
Apparent Wirer Table: NA inciws
LEGEN D
BORING LOCATION AND LABEL
•
•
Li
obinhood Residental Development
1>rojert # 11145.31
.
Horton
Depth
(in)
olor
(
Teah.e Grade
sinactt" cone stancy Notes
USDA
Perawgr�ryr
t+ahrl
USDA
Esamaled
MAT(hrAlr)
A
08
-
F7,5YR
bent Weak
gr verykiable -
Ob-2
D-1l-1.4
Bt
8-48
-
clay Strong
sbk firm -
0.06-0.2
0.01 -0.14
Cr
4"
10YR 5M
barn -
- friable Parent metenal
0.6-2
0.74-1.4
R
I 48
I _ I _ I
_ _
_ _ hock
Seasonal High Water Table: >E4 inches
Apparent Waler Table: NA inches
Robinhood Residental Development
Project # 11148.S1
Rorim Location 7
Depth
CBler
USDA
Pennua6dry
USDA
Haaaaked
atorimn
rn)
Ptalr&3 t■owo*
Taub" Grade S"Gk1M
C0A$ft4Mnc7r Notes
(%kM
KSAT (IM"
A
0-12
10YR U4 -
kram Weak
gr
very fnabla -
0.6-2
0.14-14
Bt
12„M
7SYR Sffi -
clay Moderate
sbk
firm -
006-0-2
0.01-0-14
Be
35-W
7.5YR 56 -
loam Weak
or
friable Micaceous
0b-2
0-14-1.4
C
8&8/
25Y - -
loamy sand -
ma
very friable Micaceous
Seasonal High Water Table:: >04 inches
Apparent Waler Table: NA inches
Robinhood Residental Development
Project # 11148.S1
Rnrinn I -nfid- A
Color
t�h
USDA
Pere
USDA
WBarbd (
Teh.e
Grm* Shuc3me
l.oe�acy
Notes
.whft(he)
(Muhrl
KSA7(--0
042 25YSr6
FA
-
loam
Weak or
very friable
-
DB-Z
0.14-14
12-36 10YR 5M
-
clay
Strong sbk
firm
-
0.08-02
0.01
75YR54STransition;
Peeblr;
38-fi4 10YR 516
7.5YR611
hen'�o
Moderate sbk
friable
NkaccoM';Pamn
leanest Ind.
2-6
1.4 - 14
C 84$4 10YR 5.6
-
loam
- ma
Made
-
0.6-2
0.14-1.4
Seasonal High Water Table: 184 inches
Appsrefd Water Table: NA inches
Robinhood Residental Development
Project # 11148.S1
Depth
Color
USDA
P•rwma.day
USDA
E>dpkged
Hgiyprt
r
tlas)
T.amgte
Graete strardrua Cwtsiatattey Notes
{srkr}
KSATCrn+hrl
A
05
-
loan
Weak or wtvfdahle -
O.b-2
0.14-1A
Bt
6-M
Sr.-
day
Gtmng sbk firm -
0.08-0.2
001 -0.14
BC
3&76
YR6N
loam
Weak sbk bade Transtbn
0.6-2
0-11-3.4
C
76-84
10YR 7i6
-
barn
- Me friable -
DO-2
0.1 - IA
Seasonal High Water Table: >04 inches
Apparent Water Table: N4 inches
"' J
CO
■ 00 1
0\I
E
S
SCALE I " = 100,
100 50 0 100
x
n v o fl Project: Location:
scfl (mil (b
- Robinhood Re5idental Development Forsyth CO., NC
CO C7 F Q
o Soil A PA
s
oD i-n cn Sheet Title: Client: 11010 Raven Ridge Road • Raleigh, North Carolina 27614 - Phone: [phone] Fax: [phone]
t� -
wwrv.SandEC.com
Stormwater Boring Map BSC Holdfing5, Inc.
LAPR 3 2009
©ENR - WATEA CQUALI
Mands & lwr Brarx