NCC216960_Site Plan or Location Map_20211216

25' REAR SETBACK
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17, ENVELOPE* 1 7,
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20' RON ?E CK
10' unuly
EASEMEN
ROLLED CUR
---------------
NOTE:
1. BUILDING ENVELOPE DIMENSIONS WILL VARY WITH
RESIDENCE AND LOT WIDTH.
2. FRONT SETBACK MAY EXTEND BEYOND THE
MINIMUM REQUIREMENTS, 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. A MINIMUM OF 2 PARKING SPACES PER
DWELLING UNIT PROVIDED IN DRIVEWAY(S)
AND/OR GARAGE.
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.
6. MAXIMUM IMPERVIOUS SURFACE AREA (ISA) PER
LOT: 4,500 SF
RS-9 TYPICAL LOT LAYOUT
N.T.S
THE RIDGE AT SUMMIT POINTE
WINSTON SALEM, NC
Now or Formerly
- \ /
licks, Anderson & Valerie
eed Book 1918, Page 079
PIN 6838-13-2343
\ \\
\
5545 Brookfield Ridge Dr
Winston Salem, NC
\SIM�— 1
2oDelS-9
Use: SFF Dwelling Unit
\\\ 1
\
\ 1
TREE SAVE/
AREA
27,350 SF\
Now Formerly
Hubbard Corp
(0.63 AC) }
Book Page
Deed Book 1918, Page 1031
PIN 68 kfi,ll 2539
5550 Brookfield Ridge Dr
\ \ \ \
Winston Salem, NC
\
Zoning: RS-9
Use: Vacant
\
\
\ \ \\
FORSYTH COUNTY
S
—SSMH EXISTING 8"
/ III SANITARY SEWER
III
NEW PROPERTY SF S
LINE
/ I I I IIII I I e. SF a —gIN
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TREE SAVE I II L
AREA 11 II \\ OAK POIN aR
121,688 SF �� )�\VI 1 .sa� e S
(2a9 AC) n o:� 9 0 —
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PROPOSED \ v A \ \ V�\ \� F �
TREELINE \ \ \\�\
as PIN -
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Now or Formerlyoo
Hioks, Book
n & g l07 \ \ \ \ \S�Mu— ,\ 1\\\\\\ \ \\ \ s
Deed Book 1918, Page 0791 �\ `�\\
PIN 6838-13-2343 I \ \ \ \ \ \ \� \\ \ \\ \\ \\\\\ \
5545 Brookfield Ridge Dr
s om, ons. i
Wnston Salem, NC //)� \ \ \ \ IN
Zoning: RS-g ' \ \ \ \\ \ \ \ \ \ \\\\\\\\ / \\ \ \ e -
Use:SF Dwelling Unit
COD
NEW PROPERTY
LINE
L VA
Naw or Formerly
Abell, Mark &Christine
Book 1638, Page 1534
PIN 6838-13-1122
135 Oak Summit Rd I I SSMH
Winston Salem. NC
Zoning: RS-9
Ise: SF Dwelling Unit I \/ I I
DRIVEWAY NOTE: 1 FEs\`100_ \ \ \II
EACH LOT SHALL HAVE A PAVED I A III
TURN AROUND ON THE PROPERTY.
CARS SHALL NOT BACK OUT ONTO
OAK SUMMIT ROAD ST H_-9
I A � 4129 F
I_�STMF1 10 A 1 � F
_ v
-0 NSF
1.0878 SF
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I1�75 SF
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8 \ IIIII =
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S
EXISTING 8"
SANITARY SEWER
APPROVED 8"
SANITARY SEWER
APPROVED 8"
SANITARY SEWER
S
NEW PROPERTY
LINE
S
s
I2tZSF////,��
3\ v \
Now or Formerly` \ ` \ \ k \ \ \ \ \\� \
Pressley Kimberly & Tegeder, Melissa
Deed Book
3473,
Page 2003 0 ?Os,
0 Oak Summit Rd
Winston ZoningsolRs ,9Nc 10236,SF \ \ \ \ \\ \\
Use. Vaccant
260 SF\
7
�A �� \
10284
10�64SF 5 �p���� VV,
/ C�— \, /
/ 92
Now or Formerly
Pressley, Kimberly &Tegeder, Melissa
Deed Book 3407, Page 1340
PIN 6838-1 /
Oak Summit
R Rd Win
Winston Salem, NC
Zoning: R
Use: SF Dwelling
Unit
Now or Formerly
Pressley, Kimberly & Tegeder, Melissa
Deed Book 3407, Page 1340
/ PIN 6838-12-5122
520 Oak Summit Rd
/ Winston Salem, NC \ \
Zoning: RS-9 / \
Use:SF Dwelling Unit
Now or Formerly \ \
Armstrong, Phyllis
/ Deed Book 1038, Page 651 /
I PIN t- Salem,
041
NC \
526 Oak Summit Rd
Winston Salem, NC
Zoning: RS-9
Use: SF Dwelling Unit
—� / I Now or Formerly
Far Oaks Gospel Chapel
_ _L Deed Book 00, Page 00
MANNING WOOD DR. — — — — — — — PIN Oak 11 it R T
534 Oak Summit Rd
T Winston Salem, NC
T _ Zoning: RS-9
I T �- Use: Religious Institue
s
S
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OF,
S
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET)
1 Inch =100 Feet
PURPOSE STATEMENT
THE PURPOSE OF THE PROJECT PROPOSAL IS TO SUBDIVIDE ONE LARGE (38.8
AC) EXISTING LOT INTO 13 NEW SINGLE FAMILY LOTS
TREE SAVE AREA SUMMARY CALCULATIONS:
NEW DEVELOPMENT:
TOTAL SITE SIZE: 533,610t SF (12.25t AC)
TOTAL SITE AREA EXCLUDED FROM TSA:
PROPOSED R.O.W.S Of SF + EX. UTILITY EASEMENTS
Of SF + EX. WATER BODIES & STORMWATER PONDS
Of SF = Of SF
MINIMUM TREE SAVE AREA REQUIRED: _10% X12%
TOTAL REQUIRED TREE SAVE AREA (IN SQ. FT.):
TOTAL SITE — EXCLUDED AREA x MIN. TSA(12%)
533,610t SF — Ot SF =
533.610t SF x 12% = 64,033t SF 1.47t AC
TREE STAND METHOD USED: _ YES x NO
LIST THE AREA OF EACH TREE STAND BEING
SAVED: NON —APPLICABLE
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
TOTAL REQUIRED TSA: 64,033t SF (1.47t AC)
TOTAL TSA PROVIDED: 149,038f SF (3.42t AC)
WATERSHED NOTE:
NOT LOCATED WITHIN A
WATER SUPPLY WATERSHED.
SITE SIZE AND COVERAGES
TOTAL ACREAGE: ----- _12.25 AC
SITE COVERAGES:
BUILDING TO LAND __?0.96_%
PAVEMENT TO LAND __ 1_45__%
(INCLUDES SIDEWALK)
OPEN SPACE
TOTAL (100%)
BUILDING SQUARE FOOTAGE:___ 4i500__SQ, FT,
(IMPERVIOUS PER LOT, INCLUDES DRIVES, WALKS, & PATIOS)
BUILDING HEIGHT: 40 FT.
DENSITY:13 LOTS/12.25t Ac. =1.06t UNITS/Ac.
PROPERTY INFORMATION
PIN #'S________ 6838= 13 =5326
TAX BLOCKS__L2F BL2994 PL 71-189
ADDRESSES:_ 517 OAK SUMMIT DR.
CURRENT OWNER:
SUMMIT POINTE PARTNERS, LLC
3608 W. FRIENDLY AVE.
GREENSBORO, NC 27410
RS9 SETBACK REQUIREMENTS:
FRONT: 20'
REAR: 25'
SIDE: 7' (20' COMBINED)
SIDE STREET: 20'
COMBINED SIDES: 20'
MAX HEIGHT: 40'
MIN. WIDTH: 65'
GENERAL NOTES:
1. PROPOSED GRADES ARE SUBJECT TO CHANGE DURING ENGINEERING DESIGN.
2. CUT AND FILL SLOPE LOCATIONS MAY VARY FROM THIS PLAN.
3. PAD ELEVATIONS MAY CHANGE.
4. TOPSOIL BERMS MAY BE ADDED.
5. PROPOSED TREE LINE IS APPROXIMATE. ACTUAL TREES TO REMAIN MAY CHANGED BASED ON FINAL ENGINEERING
DESIGN.
6. PROPOSED STORM WATER MANAGEMENT DEVICES, SYSTEMS & UTILITIES LAYOUT ARE SCHEMATIC AND SUBJECT
TO CHANGE DURING CONSTRUCTION DESIGN.
7. ROADS AND FIRE HYDRANTS MUST BE IN PLACE AND OPERATIONAL PRIOR TO ISSUANCE OF ANY BUILDING
PERMITS.
8. AN EROSION CONTROL/GRADING PERMIT WILL BE REQUIRED PRIOR TO COMMENCEMENT OF ANY SITE WORK
9. ROADS WILL BE DESIGNED AND CONSTRUCTED TO CITY OF WINSTON SALEM AND /OR NCDOT.
10. THIS PLAN DEPICTS CONCEPTUAL WATER AND SEWER LAYOUT, THE FINAL CONSTRUCTION DRAWINGS MAY VARY
FROM THIS PLAN WHILE STILL COMPLYING WITH ALL APPLICABLE CODES & ORDINANCE.
DRAWING INDEX:
COVERSHEET...........................................................................................................................................
C-0.00
EXISTING CONDITIONS...........................................................................................................................C-1.00
SITE LAYOUT & UTILITIES PLAN..........................................................................................................C-2.00
PLAN AND PROFILE: SUMMIT ROAD.................................................................................................
C-2.01
PLAN AND PROFILE: SANITARY SEWER OUTFALL......................................................................C-2.02
STORM CROSSING PLAN & PROFILE-I.............................................................................................
C-2.03
STORM CROSSING PLAN & PROFILE-II............................................................................................C-2.04
GRADINGPLAN..........................................................................................................................................C-3.00
EROSION & SEDIMENT CONTROL PLAN- INITIAL CONDITIONS .......... ........ ...............
............. C-4.00
EROSION & SEDIMENT CONTROL PLAN- GRADED CONDITIONS ..........................................
C-4.01
EROSION & SEDIMENT CONTROL PLAN- SINGLE FAMILY LOTS
.C-4.02
EROSION & SEDIMENT CONTROL DETAILS-I.................................................................................C-4.03
EROSION & SEDIMENT CONTROL DETAILS -II.....
C-4.04
EROSION & SEDIMENT CONTROL - GENERAL PERMIT - NCG-010000.................................C-4.05
SITEDETAILS- I..........................................................................................................................................C-5.00
SITE DETAILS-II..........................................................................................................................................C-5.01
STORM DRAINAGE CALCULATIONS.................................................................................................
.C-6.00
10% STUDY DRAINAGE MAP AND CALCULATIONS.....................................................................
C-6.01
GREEN MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
Email: [e-mail]
www.greenmountainengineers.com
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APPLICANT/DEVELOPER:
LeoTerra Development, Inc.
CONTACT: Buddy Lyons
3608 W. Friendly Ave., Ste. 202
Greensboro, NC 27410
Phone: (M) 336-671-1858
(0) 336-279-7280
(E) [e-mail]
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SITE AREA: 12.25t AC
PARCEL ID: 6838135326000
DESIGNED BY: JDY
CHECKED BY:
VCT
DATE: 2021.11.30
PROJECT: 20-024
REVISIONS:
2021.04.30 NAME CHANGE
CALL 811
BEFORE YOU DIG!
SHEET TITLE:
OVERALL SITE LAYOUT
SCALE: 1 " = 100'
SHEET NO.:
C-0-00