NCC220427_Site Plan or Location Map_20220121

ZONING
EXISTING ZONING:_RS
PROPOSED ZONING: ---
TYPE OF REVIEW: PLANNING BOARD REVIEW_
PROPOSED USES:
SINGLE FAMILY RESIDENTIAL
OFF STREET PARKING
PROPOSED USE:SFR
PARKING CALCULATION: ------- 1A_-__-__
REQUIRED PARKING:_____ N1A_____SPACES
PARKING PROVIDED:_____ N/A
----- SPACES
SITE SIZE AND COVERAGES
TOTAL ACREAGE:_14.60t ACRES_____
SITE COVERAGES:
BUILDING TO LAND
PAVEMENT TO LAND __822$__%
(INCLUDES SIDEWALK)
OPEN SPACE
TOTAL (100%)
BUILDING SQUARE FOOTAGE:___ 3�450__SQ" FT,
(IMPERVIOUS PER LOT, INCLUDES DRIVES, WALKS, & PATIOS)
BUILDING HEIGHT: 40 FT.
DENSITY:29 LOTS/14.60t Ac. = 1.99t LOTS/Ac.
INFRASTRUCTURE
WATER:
__ 1420't PUBLIC__ N_/A __PRIVATE
SEWER.
1230't PUBLIC__NLA __PRIVATE
STREETS:
__1380't PUBLIC__NLA __PRIVATE
BUFFER YARDS
ADJOINING ZONING:___ RS_9
TYPE REQUIRED:_____ NZA______
WIDTH PROVIDED:____N1A______
PROPERTY INFORMATION
PIN #IS______6815_ 15 _6697
TAX BLOCKS____________________
ADDRESSES:___0 CLIFFDALE DRIVE___
CURRENT OWNER:
HILDA W. SCARBOROUGH
2548 GREENS LANE
POWDER SPRINGS, GA 30127
CLIFFDALE WOODS SUBDIVISION
0 CLIFFDALE DRIVE
WATERSHED NOTE:
NOT LOCATED WITHIN A
WATER SUPPLY WATERSHED.
CONNECTIVITY INDEX:
MINIMUM REQUIRED: 1.2
PROVIDE) LINKS/2 NODES = 1.5
WINSTON-SALEM, NC
WINSTON-SALEM TOWNSHIP, FORSYTH COUNTY
STORMWATER NOTE
DRY DETENTION POND IS LOCATED IN COMMON OPEN SPACE. THIS
COMMON OPEN SPACE WILL BE RECORDED AS A PERMANENT DRAINAGE
AND ACCESS EASEMENT. THIS GIVES THE CITY OF WINSTON—SALEM
ACCESS TO ANY AND ALL STORMWATER CONVEYANCE MEASURES
LOCATED IN ALL DEDICATED COMMON SPACE. ACCESS TO DRY POND
SHALL BE VIA GRASSED ACCESS FROM THE END OF PLACID STREET
(60' PUBLIC R/W)
Cavalier Dr
Guinevere Ln
n
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VICINITY MAP
N.T.S
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CandleWYck
Manor Dr
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Now or Formerly I I Now or Formerly
Steven G. Jeck Now or Formerly Benjamin F Coleman Now or Formerly
- Y Now or Formerly 1 Now or Formerly
et ux, Frances C. Jeck Mary Virginia Stuart Kelton G. Cofer et ux, Sylvia H Coleman Phyllis E. Culbertson Trust I
Now or FormerlyNow or FormerlyBrian A.Thom son
Michael Danc et \Deed Book 2202, Page 3085 Deed Book 3273, Page 3166 Deed Book 3218, Page 2082 I p Phyllis E. Culberton, Trustee
X 9 Ashley Frazier Lyons g John William Anderson, Jr. Now or Formerly et ux, Lisa A. Thompson
Plat Book 17, Page 204 Plat Book 17, Page 204 Plat Book 30, Page 44 Deed Book 3020, Page 357
Deed Book 2532, Page 3522 \ g Deed Book 3342, Page 4412 g et ux, Dena Williams Anderson Isaac R. Lamb Deed Book 3430, Page 2085
g — PIN 6815-15-1929 Now or Formerly g Plat Book -2 Page 44
—I PIN 6815-16-2060 Plat Book 17, Page 204 PIN 6815-15-5984 et ux, Katie A. Lamb Plat Book 30, Page 44 g
Plat Book 17, Page 204 \I I �� I I I 9 I I i Deed Book 3224, Page 3734 I I William S. Fisher, III I g I PIN 6815-25-2926 I
PIN 6815-05-9947 1 \_ PIN 6815-16-3071 Plat Book 30, Page 44 Deed Book 3403, Page 3711 I Deed Book 2242, Page 1042 I PIN 6815-25-1916
PIN 6815-15-7996 Plat Book 30, Page 44 Plat Book 30, Page 44 1 Z W
PIN 6815-15-9906 I I w Q com' W w I
PIN 6815-25-0906 N z < Q w < Sanitary Manhole
enok o a g Q Rim 884.55
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S88°36'38"E -� a 214.96' Total la; 088°31'25"E -� 1
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Deed Book 2511, Page 4154 \ \ _ \ \ 1 O 19 9496t SF 1 N Q o SIGHT TRAINGLE NOW OY Formerly
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PIN 6815-05-7788 o I \ 2s \ 111275t SF 1 I I 21 I o r' I 9332t SF 19030t SF 1 9032t SF I ut I Debby M. Gibbs
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Now or Formerly Taylor Development Formerly
LLC
\� _ San" ar Manhole _— — = — _ / _ COMMON l /_ _ �_ I I 9750t SF ---------- -�'
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PIN 6815-05-9584 / o w Z j --------------------
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BUFF W
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--- III Dive
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4 I SETBACK 10
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CDil 9!
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rn BUILDING rn
I ;r, ENVELOPE* I ;r,
CD 03
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PUBLIC
RIGHT OF
LTo'FR- -- CK Y
WA
------------- - - --AY
iD' unuTY
EASEMENT
5' CONCRETE SIDEWALK
(WHERE H WN - -
CURB AND GUTTER
- - - - PUBLIC RIGHT OF WAY
-----------------------------
NOTE:
1. BUILDING ENVELOPE DIMENSIONS WILL VARY
WITH RESIDENCE AND LOT WIDTH.
2. FRONT SETBACK WILL VARY SLIGHTLY
DEPENDING ON LOT GRADE AND
BUILDER/OWNER PREFERENCE.
3. MOST LOTS WILL HAVE FRONT -LOADING
GARAGES, SOME LOTS MAY HAVE
SIDE -LOADING GARAGES WHERE PHYSICAL
CONSTRAINTS ALLOW.
4. IMPERVIOUS SURFACE ALLOCATION/LOT
3,360t SF. THIS 3,360t SF SHALL INCLUDE
ALL IMPERVIOUS SURFACE ON THE LOT.
5. IF A STANDARD CATCH BASIN MUST BE
CONVERTED TO DROP INLET DUE TO
DRIVEWAY CONFLICT A NEENAH FOUNDARY
R-3501-R SHALL BE USED. APPROVAL FROM
THE PUBLIC WORKS DIRECTOR SHALL BE
OBTAINED BEFORE ANY CHANGES WITHIN THE
PUBLIC RIGHT-OF-WAY.
TYPICAL LOT LAYOUT
1"=50'
nv. utl Conc I O----------------------I I ----------- ----- Ill 51III =___ -- ------
Now or Formerly ox / / I I I \ 20' --
r
Gayle M. Fishel 0 / G� -------------- ---
m I FIERMA ENT
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Deed Book 3054, Page j _ _ Sanitar Manho o� De s, P ------ wl DRAINAGE
% a y 6 IN Now or Formerly
3824PIat Book 17, Page 118 Rim 83 .84 o �� 2 I m
PIN 6815-05-9481 _ Shelf 83 26 • AND AC ESS
\ Ro wo I O 1 Taylor Development Group, LLC
Inv. 83 91 v Landscape g
D SD �— SD �- efO e 14339t SF wl S M� j 10536tF rASEM NT �111 Deed Book 3269, Page 4033
D S Timbers PIN 6815-25-5461
\\ (PD& E) 11060t SIF 3
SS � SS � SS SS � SS � S .n Encroach 1-------_--- _________� I I I I
9.88" " " I---------- I Fir
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36" ak III
North 855,4oZos \ 2V — �a 85.03' Total f- N89'04'10"W
Bost tsttaes.se o m m �m Rim as258 N89°50'47"W o 486,59' N89°17'10"W
a v m Drainage Manhole a `o o
m o o Drainage Manhole n
Sanitary Manhole Inv. In 8 a i,'9ron
Rim 842.13 `� I 36"0ok
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Inv. In 8 Rim 862.36 I I I Now or Formerly I � m IaG
Shelf 850.89 Now or Formerly Chulhi Choi Now or Formerly m
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s {Vow or Formerly5 Inv. 850,12 Myunghwa Huh
I 'G I I Glen Troiano I Robert M. Ross � �II
D \ Charles Hall II, C n Deed Book 3382, Page 1297 Now or Formerly III
�1i"ReAar 'Possible buried pipe r`1 m Now or Formerly Deed Book 3238, Page 2674 Plat Book 33, Page 184 Deed Book 2223, Page 481 Charles G. Vaughan, Jr. olll I _-----
/ et ux, Jasmine Hall g Plat Book 33, Page 184 g m
or\s ring covered, a�w d Donald E. Brittain Plat Book 33, Page 184 PIN 6815-15-6395 g Deed Book 2398, Page 150 v,Il�l N _
Deed Book 3378, Page 886 c� PIN 6815-15-7395 _
by concrete detPis. Q et ux, Vickey Brittain PIN 6815-15-5363 PIN 6815-25-1324 MII
Flow begins here. Plat Book 18, Page 13 s ZQ Deed Book 1235, Page 920 Now or Formerly O olll I SIN
PIN 6815-15-1374 g$ iWr� I\ y g n m II T
I � I Plat Book 18, Page 13 I Candlewyck Development Corp. I I °'
I Ddve _ 1 +gyp II PIN 6815-15-4324 Deed Book 1379, Page 1656UT
Plat Book 33, Page 184 III
TREE SAVE AREA SUMMARY CALCULATIONS: I�o�, PIN 6815-15-6318
NEW DEVELOPMENT:
TOTAL SITE SIZE: 635,976t SF (14.60t AC)
TOTAL SITE AREA EXCLUDED FROM TSA:
PROPOSED R.O.W.S 80,839t SF + EX. UTILITY
EASEMENTS 23.150t SF + EX. WATER BODIES &
STORMWATER PONDS Of SF = 103,989E SF
MINIMUM TREE SAVE AREA REQUIRED: _10% X12%
TOTAL REQUIRED TREE SAVE AREA (IN SQ. FT.):
TOTAL SITE — EXCLUDED AREA x MIN. TSA(12%)
635,976t SF — 103,989t SF =
531.987t SF x 12% = 63,838t SF 1.47t AC
TREE STAND METHOD USED: x YES _ NO
LIST THE AREA OF EACH TREE STAND BEING
SAVED: TO BE DETERMINED
TOTAL SQUARE FOOTAGE OF TREE STANDS
BEING SAVED TO SATISFY MINIMUM TSA:
DESCRIBE EACH TREE STAND
(AGE, HEALTH, SPECIES MIX):
NEW TREES METHOD USED: _ YES x NO
AREA CREDIT PER TREE: 750 SF
TREES REQUIRED:
TREES PROVIDED:
TOTAL REQUIRED TSA: 63,838t SF (1.47t AC)
TOTAL TSA PROVIDED: 69,273t SF (1.59t AC)
50' R/W 5'
5' UTILITY
UTILITY EASEMENT
EASEMENT 27' B-B TYPICAL
TYPICAL
11.50' MIN.,
11.50' MIN., TYPICAL TYPICAL
0' TREE SETBACK
R W 13.5' TYPICAL VARIES -SEE PLAN 13.5' TYPICAL VARIES -SEE PLAN I IR W 10' TREE
5' CONIC.
GRASS SIDWALK
OPEN SPACE - - - -
ASPHALT PAVING
NOTE: REFER TO PLAN FOR
ACTUAL SIDEWALK LOCATION.
*T/C = ci — 0.11' (1--%") CONCRETE SIDEWALK
b.b ITrICAL I 1" SF 9.5B SURFACE COURSE I ".. r'
VARIES -SEE PLAN VARIES -SEE
2" S9.5C INTERMEDIATE COURSE PLAN
O7" COMPACTED ABC (TYP) O
SANITARY SEWER 3" ABC UNDER CURB (TYP) WATER
3' MIN. COVER 3' MIN. COVER
TYPICAL STREET SECTION
NOT TO SCALE
COMPACTED
�SUBGRADE
RIP RAP OUTLET
PROTECTION
LEGEND
-------- 876--------
EXISTING MINOR CONTOUR
880
EXISTING MAJOR CONTOUR
876
PROPOSED MINOR CONTOUR
880
PROPOSED MAJOR CONTOUR
— — —
—
EXISTING CREEK
DRY UTILITY EASEMENT
DRAINAGE EASEMENT
BUILDING SETBACKS
PROPERTY LINE
INTERIOR PROPERTY LINE
STORMWATER PIPE
SANITARY SEWER PIPE
OD
STORM DRAIN MANHOLE
®
STORM DRAIN CURB INLET
®
STORM DRAIN DROP INLET
(D
SANITARY SEWER MANHOLE
"cP
EXISTING WATER SHUT OFF
EXISTING UTILITY POLE
-�
SIGN
GRAPHIC SCALE
60 0 30 60 120
( IN FEET)
1 Inch =60 Feet
DRAWING INDEX:
240
COVER SHEET
C-0.00
EXISTING CONDITIONS & DEMOLITION PLAN..............................................................................................................................................................C-1.00
SITE LAYOUT & UTILITIES PLAN ...................................................................................................................................................................................................................
C-2.00
EMMENCOURT PLAN & PROFILE . ............................................................................................................................................................................................................
C-2.01
CRAG DRIVE PLAN & PROFILE
C-2.02
SANITARY SEWER PLAN & PROFILE: E-SSMH-A to SSIVI
STORM PLAN & PROFILE: FES-105 to 117
C-2.03
STORM PLAN & PROFILE:CB-111 to CB-1 19,CB-1 15; CB-108 to CB-110. ..............................................................
C-2.04
OVERALL GRADING & STORMWATER MANAGEMENT PLAN
C-3.00
EROSION & SEDIMENT CONTROL: INITIAL CONDITIONS PLAN
C-4.00
EROSION & SEDIMENT CONTROL:GRADED CONDITIONS PLAN
C-4.01
EROSION & SEDIMENT CONTROL:EROSION PREVENTION DETAILS....................................................................C-4.02
EROSION & SEDIMENT CONTROL:
TEMPORARY SKIMMER BASINS & CHANNEL CALCULATIONS
C-4.03
EROSION & SEDIMENT CONTROL:NCGO1 REQUIRED NOTES
C-4.04
SANITARY SEWER DETAILS
C-5.00
SANITARY SEWER & WATER DETAILS..........................................................................................................................................................................................C-5.01
ROADWAY & STORM DETAILS
C-5.02
STORMWATER MANAGEMENT: DRY DETENTION POND
C-6.00
STORMWATER MANAGEMENT: DRY DETENTION BASIN DRAINAGE AREA............................................C-6.01
STORMWATER CALCULATIONS & DRAINAGE AREAS
C-6.02
I:
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Te1:336.294.9394
CERTIFICATE #P-0826
tvww.green mountainengineers.corn
[e-mail]
TEALS:
M
APPLICANT/DEVELOPER:
R.S. PARKER HOMES, LLC
CONTACT: GReg Garrett
PO Box 5967
High Point, NC 27262-5967
Phone: [phone]
[e-mail]
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SITE AREA: 14.60E ACRES
PARCEL ID: 6815-15-6697
DESIGNED BY: DFITZ/JY
CHECKED BY: VCT
DATE: 2020-06-22
PROJECT: 19-096
REVISIONS:
CALL 811
BEFORE YOU DIG .
SHEET TITLE:
COVER SHEET
SCALE: 1 " = 60'
SHEET NO.:
C-0.00