20240840 Ver 1_Design/Maps/Site Plans Revised_20240809

New Development:
Total Site Size 195,148.80 SF
Total Site Area Excluded From TSA: 26,038 SF
Square Feet of Proposed ROW's 26,038 SF
Square Feet of Existing Utility Easements 0 SF
Square Feet of Existing Water Bodies and Stormwater Ponds 0 SF
Non Residential -Size of Parcel: Tree Save Area Required to Include:
185Acres Ten Percent (10%) of parcel area.
Total Required Tree Save Area (in square feet):
195,148. 80 - 26,038 X 10%
Total site size/limits of land disturbance Excluded Area Min. TSA
Tree Stand Method Used:
Area of Each Tree Stand:
Area 1: 9,203 SF
Area 2: 4,749 SF
Area 3: 3,017 SF
Total Square footage of Tree Stands Being Saved to Satisfy Minimum TSA:
0 30' 60'
SCALE 1 "=30' - HORZ.
North
WV
E
a
O
0
� I � III 5' SIDEWALK
o CONNECT LOTS 2-6 TO 6"
0 SEWER SERVICE CLEAN OUT AT
PROPERTY LINE
LnI0
N
U II
m C)
3 I
0
U
' __j
a�
In
rn
LLl
0
N
w EXTEND GRAVITY SEWER 3
al AS FAR AS POSSIBLE
INTO SITE IN PUBLIC
ROW. 0
Ld
I 0+ 00 W
m
m
0
CD0 I
It N 3
16911.08 SF
Total Required Tree Save Area
16,969 S F
GENERAL SITE PLAN NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN AND NEAR THE AREAS OF PROPOSED
WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO UTILITIES EITHER SHOWN OR NOT
SHOWN ON THIS PLAN IS THE CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY OF WINSTON-SALEM, PUBLIC WORKS DEPARTMENT,
AND OTHER SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY CAROLINA, PLLC.
4. NO SUB -SURFACE INVESTIGATION WAS PROVIDED BY MCCALL ENGINEERING GROUP, PLLC.
5. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH SEEDING
SPECIFICATIONS OF THE CITY OF WINSTON-SALEM.
6. ALL UTILITY & ROADWAY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND SPECIFICATIONS OF
THE CITY OF WINSTON-SALEM..
7. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT AND CITY OF WINSTON-SALEM
TRAFFIC CONTROL REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT ALL TIMES.
8. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY RELOCATION. CONTRACTOR SHALL
COORDINATE RELOCATION AND INSTALLATION OF ALL UTILITY SERVICES WITH THE APPROPRIATE
UTILITY SERVICE PROVIDERS.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED PER THE LATEST
STANDARDS OF THE LAND QUALITY SECTION OF NCDEQ AND CITY OF WINSTON-SALEM.
10. CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY MANNER SO THAT WORKERS AND THE
PUBLIC ARE PROTECTED FROM INJURY.
ZONE 1 ZONE 1
STREAM BUFFER DETAIL
OWNER: J
ANCHOR PROPERTIES OF RALEIGH, LLC 0 ��
ALEX ZENDAH/SAM HABLA yam" yy 0
503 WRENNSTONE COURT ��_`` EPPERCHASE D 0
APEX, NC 27539
336-926-6395
[e-mail] 1-40
PROPERTY ADDRESS: 1861 BURKE MILL RD WOOD D
HO�SP��N l'-3I NEW CASTLE DR
STREET DESIGN APPROVED
STREETS AND DRAINAGE
iSERAFIM MITROPOULOS & SETH PARKER JONATHAN & KATHRYN FRANKI DANIEL & EMILY GUMPRECHT
KALLIR01 GKOROGIA 2930 WOODWORTH DRIVE 2920 WOODWORTH DRIVE 2910 WOODWORTH DRIVE
� 2910 WOODWORTH DRIVE
I �nnnicrnni_coi rnn sir 27103 WINSTON-SALEM, NC 2710 �
WINSTON-SALEM, NC 27103 WINSTON-SALEM, NC 27103
6814-83-6825 I
' 6814- 83- 4825 I 6814- 83- 5825 1 6814- 83- 6825
ZONED: RS9 I ZONED: RS9 I ZONED: RS9 I ZONED: RS9
S89° 42' 44.44"E
38.80'
65.00' 41.31' 53.60' 94.96'
12 9° 53' 9.12"E S89° 55' 47.31 "E
SO° 50' 28.47'W
14.9 7'
25' REAR SETBACK
-
RANDY & ARVANETES
w / / 2070 LUDLOW LANE
Vol
r ao 00 I 16547.78 SQ FT / WINSTON-SALEM, NC 27103
' I " C° O 9470.70 SQ FT I o0 6814-83-6771
Ln 0 0.38 ACRES
N L� 0.22 ACRES Ln / / ZONED: RS9
JO ITANK AND GRINDER o I o
PUMP AT EACH LOT
----------- � ; 6079.91 SQ FT 10087.31 SQ FT z z / N`b�
\ 0.37 ACRES 0.23 ACRES / NI)
N DPE: 794.50 /
DPE:790.5 I ADA RAMP
DPE: 792.00 DPE: 792.50 I •�-
/ 14160.56 SQ FT
/ 0.33 ACRES
d 1 _
- j d.
------------- -d------- -r -- _ i//� \
5' DRY rpl UTY EASEMENT \ FFE: 797.00
d CB-3 .
d -- - \ N
FN
-� W g w=mow W O w w w w w4 w w 4 7 -�
- I 10' SIDE SETBACK
�v7 115.07'
Cn
C13-1 C\I +I 0 R WAYI o 06 _ S85° 38' 00.38"E
/ 0+00 STP-3
1/(
5 R 1. d CB-2 d -
•d ' f FIRE HYDRANT
CONNECT LOTS 1&13 TO GRAVITY - - _ _ _ _ _- _ _ / 5' DRY LITY EASEMENT _ - -
SEWER LINE - - - - 15' PRIVATE WEIR EASEMENT -
L�
UI
N
0
a-
C�
TIMOTHY & AMBER KNIGHT
I 2990 WOODWORTH DRIVE
WINSTON-SALEM, NC 27103
6814-83-1865
ZONED: RS9
H-
1W 4
w FFE: 795.00
N
Ld
V r
Ld
U
U M
a I �,
w --•.
1Ld
� 16293.45 SQ FT '
Z 0.37 ACRES
1
/ it i
•,° I r i
FIVE 1.5"-2"
PRIVATE FORCEMAIN
° _ _ _ _ PRIVATE SEWER EASEMENT
5' DRY U TY EASEMENT
t
W �1$� w W �`w
TREE SAVE AFEA
9,20217 SF 103.73'
� , '
N► o \
o
4
' �0-
_
lv -d-- - --- -(f) --�- --- - \ \ d` 20' FRONT SETBACK
Ivo -7\ .
SUBDIVISION SIGN / I SIX 1.5"-2" 1 1/ FFE:788.5 i FFE:
PRIVATE FORCE IN ! I i I \� i i / \ FFE: 798.00
/ CONNECT LOTS 7-12 TO 6"
SEWER SERVICE CLEAN OUT AT \\ •,d. \
PROPERTY LINE r \,I
\ 14174.96 SQ FT
FFE:792.00 0.33 ACRES
6 LQ
Z/ ° d FFE: 796.00 \ \\
FFE:799.00 \ W I I \
00 ii 15' PRIVATE
o v Irf 0 �' SEWER EASEMENT w \
d T ; I O I FFE: 794.00
5' SIDEWALK 0
1 L� 00 1302� 72 SQ FT oo \
0.30 ACRES !L I I 9•
0 9895.32 SQ FT 0 U �9
9329.03 SQ FT 15180.77 SQ FT O �3
13231.96 SQ FT o O 0.23 ACRES O p
0 i� 0.21 ACRES 0.35 ACRES410
6 S�
3 11205.64 SQ FT 0.30 ACRES cn
\ �` e o w
a \ i N I I"
0.26 ACRES I ', I I 0o 0 - o
o
1 I I 1 I I O
0 0
O CV
KO17.3
REE SAVE AREA �� �, 30 sF�M r o -
SIF aup", l N
+j TREE/SA VE EA
r
87.35' 4, /49.3 SIF /18 5. 7A r/ E3 A8.15'
S89° 44' 22.44"E S$ 44' .44"E S89° 44' 22.44"E S89° 41' 06.22
�UNNY HAW�EY 16.85' \
JESSICA FONSECA 2136 BRIGHTON COURT
1883 BURKE MILL ROAD I WINSTON-SALEM, NC 27103
WINSTON-SALEM, NC 27103 6814-83-3209
6814-83-0393
ZONED: RS9 I ZONED: RS9
65.
16911.08 SF
Total Required Tree Save Area
16,969 S F
GENERAL SITE PLAN NOTES:
1. IDENTIFICATION AND LOCATION OF ALL EXISTING UTILITIES IN AND NEAR THE AREAS OF PROPOSED
WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DAMAGE TO UTILITIES EITHER SHOWN OR NOT
SHOWN ON THIS PLAN IS THE CONTRACTOR'S RESPONSIBILITY.
2. CONTRACTOR MUST CONTACT NC ONE -CALL, CITY OF WINSTON-SALEM, PUBLIC WORKS DEPARTMENT,
AND OTHER SERVICE PROVIDERS TO LOCATE ALL UTILITIES PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
3. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY SURVEY CAROLINA, PLLC.
4. NO SUB -SURFACE INVESTIGATION WAS PROVIDED BY MCCALL ENGINEERING GROUP, PLLC.
5. CONTRACTOR TO SEED AND STABILIZE DISTURBED AREAS IN ACCORDANCE WITH SEEDING
SPECIFICATIONS OF THE CITY OF WINSTON-SALEM.
6. ALL UTILITY & ROADWAY CONSTRUCTION SHALL COMPLY WITH STANDARDS AND SPECIFICATIONS OF
THE CITY OF WINSTON-SALEM..
7. WORK WITHIN PUBLIC RIGHT OF WAY SHALL COMPLY WITH NCDOT AND CITY OF WINSTON-SALEM
TRAFFIC CONTROL REQUIREMENTS. A SAFE CONDITION MUST BE PROVIDED AT ALL TIMES.
8. CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED UTILITY RELOCATION. CONTRACTOR SHALL
COORDINATE RELOCATION AND INSTALLATION OF ALL UTILITY SERVICES WITH THE APPROPRIATE
UTILITY SERVICE PROVIDERS.
9. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED PER THE LATEST
STANDARDS OF THE LAND QUALITY SECTION OF NCDEQ AND CITY OF WINSTON-SALEM.
10. CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY MANNER SO THAT WORKERS AND THE
PUBLIC ARE PROTECTED FROM INJURY.
ZONE 1 ZONE 1
STREAM BUFFER DETAIL
OWNER: J
ANCHOR PROPERTIES OF RALEIGH, LLC 0 ��
ALEX ZENDAH/SAM HABLA yam" yy 0
503 WRENNSTONE COURT ��_`` EPPERCHASE D 0
APEX, NC 27539
336-926-6395
[e-mail] 1-40
PROPERTY ADDRESS: 1861 BURKE MILL RD WOOD D
HO�SP��N l'-3I NEW CASTLE DR
STREET DESIGN APPROVED
STREETS AND DRAINAGE
iSERAFIM MITROPOULOS & SETH PARKER JONATHAN & KATHRYN FRANKI DANIEL & EMILY GUMPRECHT
KALLIR01 GKOROGIA 2930 WOODWORTH DRIVE 2920 WOODWORTH DRIVE 2910 WOODWORTH DRIVE
� 2910 WOODWORTH DRIVE
I �nnnicrnni_coi rnn sir 27103 WINSTON-SALEM, NC 2710 �
WINSTON-SALEM, NC 27103 WINSTON-SALEM, NC 27103
6814-83-6825 I
' 6814- 83- 4825 I 6814- 83- 5825 1 6814- 83- 6825
ZONED: RS9 I ZONED: RS9 I ZONED: RS9 I ZONED: RS9
S89° 42' 44.44"E
38.80'
65.00' 41.31' 53.60' 94.96'
12 9° 53' 9.12"E S89° 55' 47.31 "E
SO° 50' 28.47'W
14.9 7'
25' REAR SETBACK
-
RANDY & ARVANETES
w / / 2070 LUDLOW LANE
Vol
r ao 00 I 16547.78 SQ FT / WINSTON-SALEM, NC 27103
' I " C° O 9470.70 SQ FT I o0 6814-83-6771
Ln 0 0.38 ACRES
N L� 0.22 ACRES Ln / / ZONED: RS9
JO ITANK AND GRINDER o I o
PUMP AT EACH LOT
----------- � ; 6079.91 SQ FT 10087.31 SQ FT z z / N`b�
\ 0.37 ACRES 0.23 ACRES / NI)
N DPE: 794.50 /
DPE:790.5 I ADA RAMP
DPE: 792.00 DPE: 792.50 I •�-
/ 14160.56 SQ FT
/ 0.33 ACRES
d 1 _
- j d.
------------- -d------- -r -- _ i//� \
5' DRY rpl UTY EASEMENT \ FFE: 797.00
d CB-3 .
d -- - \ N
FN
-� W g w=mow W O w w w w w4 w w 4 7 -�
- I 10' SIDE SETBACK
�v7 115.07'
Cn
C13-1 C\I +I 0 R WAYI o 06 _ S85° 38' 00.38"E
/ 0+00 STP-3
1/(
5 R 1. d CB-2 d -
•d ' f FIRE HYDRANT
CONNECT LOTS 1&13 TO GRAVITY - - _ _ _ _ _- _ _ / 5' DRY LITY EASEMENT _ - -
SEWER LINE - - - - 15' PRIVATE WEIR EASEMENT -
L�
UI
N
0
a-
C�
TIMOTHY & AMBER KNIGHT
I 2990 WOODWORTH DRIVE
WINSTON-SALEM, NC 27103
6814-83-1865
ZONED: RS9
H-
1W 4
w FFE: 795.00
N
Ld
V r
Ld
U
U M
a I �,
w --•.
1Ld
� 16293.45 SQ FT '
Z 0.37 ACRES
1
/ it i
•,° I r i
FIVE 1.5"-2"
PRIVATE FORCEMAIN
° _ _ _ _ PRIVATE SEWER EASEMENT
5' DRY U TY EASEMENT
t
W �1$� w W �`w
TREE SAVE AFEA
9,20217 SF 103.73'
� , '
N► o \
o
4
' �0-
_
lv -d-- - --- -(f) --�- --- - \ \ d` 20' FRONT SETBACK
Ivo -7\ .
SUBDIVISION SIGN / I SIX 1.5"-2" 1 1/ FFE:788.5 i FFE:
PRIVATE FORCE IN ! I i I \� i i / \ FFE: 798.00
/ CONNECT LOTS 7-12 TO 6"
SEWER SERVICE CLEAN OUT AT \\ •,d. \
PROPERTY LINE r \,I
\ 14174.96 SQ FT
FFE:792.00 0.33 ACRES
6 LQ
Z/ ° d FFE: 796.00 \ \\
FFE:799.00 \ W I I \
00 ii 15' PRIVATE
o v Irf 0 �' SEWER EASEMENT w \
d T ; I O I FFE: 794.00
5' SIDEWALK 0
1 L� 00 1302� 72 SQ FT oo \
0.30 ACRES !L I I 9•
0 9895.32 SQ FT 0 U �9
9329.03 SQ FT 15180.77 SQ FT O �3
13231.96 SQ FT o O 0.23 ACRES O p
0 i� 0.21 ACRES 0.35 ACRES410
6 S�
3 11205.64 SQ FT 0.30 ACRES cn
\ �` e o w
a \ i N I I"
0.26 ACRES I ', I I 0o 0 - o
o
1 I I 1 I I O
0 0
O CV
KO17.3
REE SAVE AREA �� �, 30 sF�M r o -
SIF aup", l N
+j TREE/SA VE EA
r
87.35' 4, /49.3 SIF /18 5. 7A r/ E3 A8.15'
S89° 44' 22.44"E S$ 44' .44"E S89° 44' 22.44"E S89° 41' 06.22
�UNNY HAW�EY 16.85' \
JESSICA FONSECA 2136 BRIGHTON COURT
1883 BURKE MILL ROAD I WINSTON-SALEM, NC 27103
WINSTON-SALEM, NC 27103 6814-83-3209
6814-83-0393
ZONED: RS9 I ZONED: RS9
65.
0'
91.78'
S89° 41'
06.22"E
S89° 41' 06.22"E
S89° 53' 42.94"E
JESSICA & MICHAEL ALFARO
2076 LUDLOW LANE
o WINSTON-SALEM, NC 27103
00 6814-83-6673
ZONED: RS9
S1 ° 15' 29.94"W
21.43'
SARA STEWART
2100 LUDLOW LANE
WINSTON-SALEM, NC 27103
6814-83-6574
ZONED: RS9
FRED HUTCHINSON
2833 STANDING BEAR WAY
MURFREESBORO, TN 37127
6814-83-6477
ZONED; RS9
SO* 23' 53.84"W
56.18'
'o JAMES MURPHY
2112 LUDLOW LANE
WINSTON-SALEM, NC 27103
6814-83-6369
ZONED: RS9
ELDRIDGE & SAMANTHA HANNING \
2130 BRIGHTON COURT
WINSTON-SALEM, NC 27103 ALEXIS /8c TAYLbR PULLEN EVAN KAISER \
6814-83-4343 212 LUDLOW NE 2118 LUDLOW LANE
ZONED: RS9 WINSTO -SALEM, NC 27103 WINSTON-SALEM, NC 27103
6 14-83-5258 6814-83-6323 \
/ZONED: RS9 ZONED: RS9
KIMEL PARK DR
0
5
g
VICINITY MAP
SCALE: 1 " = 2000'
REVIEW INFORMATION
TYPE OF REVIEW:
____ SPECIAL USE REZONING
____ SITE PLAN
____ SPECIAL USE PERMIT
_ _ FINAL DEVELOPMENT PLAN
__X_ PRELIMINARY SUBDIVISION
____ PLANNING BOARD REVIEW
JURISDICTION
__X_ CITY OF WINSTON-SALEM
____ FORSYTH COUNTY
____ VILLAGE OF CLEMMONS
____ TOWN OF WALKERTOWN
PURPOSE STATEMENT:
THE PURPOSE OF THIS REQUEST
IS FOR A PRELIMINARY PLAT APPROVAL
FOR A MAJOR SUBDIVISION.
INFRASTRUCTURE
WATER: 5101t PUBLIC__
N/A __PRIVATE
SEWER: 85 t _PUBLIC_
41 '_± _PRIVATE
STREETS: ___3 : _PUBLIC_
N�_A___PRIVATE
PROPERTY INFORMATION
PIN #'S
6814-83-3630
ADDRESSES:
1861 BURKE MILL ROAD
ZONING
EXISTING ZONING: RS9
PROPOSED ZONING:__ RS9-----
TYPE OF REVIEW: PLANNING BOARD REVIEW _
PROPOSED USES:
PLANNED RESIDENTIAL DEVELOPMENT
BUFFER YARDS
ADJOINING ZONING: ------RS9 ---
TYPE REQUIRED:_?________
WIDTH PROVIDED:_____ 25'
SITE SIZE AND COVERAGES
OFF STREET PARKING TOTAL ACREAGE:_____ 4.88t ACRES______
PROPOSED USE:_______SFR SITE COVERAGES:
PARKING CALCULATION:_______________ BUILDING TO LAND 12.78
PAVEMENT TO LAND
REQUIRED PARK IN G:____N1A ------ SPACES (INCLUDES SIDEWALK)
OPEN SPACE 78_44___%
PARKING PROVIDED:____ N/A SPACES TOTAL (100%)
BUILDING SQUARE FOOTAGE:__ 209Q___SQ. FT.
(IMPERVIOUS PER LOT, INCLUDES DRIVES, WALKS, & PATIOS)
STREET CONNECTIVITY INDEX BUILDING HEIGHT: 40 FT. MAXIMUM
1 LINKS/ 1 NODES = 1 DENSITY:13 LOTS/ 4.88±Ac. = 2.66f LOTS/Ac.
WATERSHED CALCULATIONS
THIS PROPERTY IS NOT LOCATED WITHIN A WATERSHED PROTECTION
AREA.
TREE SAVE AREA (TSA) SUMMARY CALCULATIONS:
NEW DEVELOPMENT:
TOTAL SITE SIZE: 212,572.80f SF (4.88f AC)
TOTAL TREE SAVE AREA REQUIRE: 16,911 f SF
FEMAAPPROVAL BY THE UTILITIES DIRECTOR OF THE WATER EFFECTIVE
MAP #: DATE
AND SEWER INFRASTRUCTURE DEPICTED IN THESE EFFECTIVE DATE JANUARY 2, 2009
PLANS DOES NOT CONSTITUTE APPROVAL FOR ANY
OTHER PURPOSE THAN THAT SET FORTH IN SECTION
64 OF THE WATER SYSTEM POLICY AND SECTION 36 OF
THE SEWER SYSTEM POLICY OF THE CITY/COUNTY
UTILITY COMMISSION. TO THE EXTENT OTHER PERMITS
LICENSES, PERMISSIONS OR THE LIKE MUST BE
OBTAINED TO COMPLETE THIS PROJECT, SUCH ARE
SPECIFICALLY NOT GRANTED BY THIS APPROVAL AND
MUST BE OBTAINED BY THE DEVELOPER AND/OR HIS
DESIGNEE.
I UTILITY DESIGN APPROVED
WATER & SEWER
UTILITIES DIRECTOR DATE
CONSTRUCTION. APPROVAL OF CONSTRUCTION
MUST BE FORMAL WRITTEN AGREEMENT. FAILURE
TO OBTAIN SUCH AGREEMENT PRIOR TO
BEGINNING OF CONSTRUCTION WILL RELIEVE THE
CITY OF ANY FINANCIAL PARTICIPATION IN THIS
CITY OF WINSTON-SALEM
CITY OF WINSTON-SALEM
PERMIT NUMBER
WATER:
SEWER:
DATE:
MINIMUM VERTICAL SEPARATION
SANITARY & STORM SEWER: 24"
*SANITARY SEWER & WATER: 18"
STORM SEWER & WATER: 24"
MINIMUM HORIZONTAL SEPARATION
SANITARY & STORM SEWER: 5'
*SANITARY SEWER & WATER: 10'
STORM SEWER & WATER: 5'
*THERE SHOULD BE EITHER 10' HORIZONTAL OR
AN 18" VERTICAL SEPARATION BETWEEN WATER & SEWER.
25' REAR SETBACK
F
?J ZJ
0K 0K
M. M.
cow La
vm vm
rn
D� TYPICAL D�
P>
r> BUILDING
1 ENVELOPE* I
0 0
o v
N rn
20' FRON SETS CK
�o uTairr
- - -
- - -
EASEMENT
5 C CRETE
SIDEWALK
- ----------
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 DRIVEWAYS)
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: x,000 SF INCLUDING BUILDING FOOTPRINT,
PATIOS, PRIVATE WALKWAYS, OUTBUILDINGS,
DRIVEWAYS, ETC.
RS-9 TYPICAL LOT LAYOUT
N.T.S
MCCALL
ENGINEERING
G R O U P. P L L C
U
I
n
n
0
p
O
U
CD
atr)
lk
00
CD
_�f
Z
N�UC)@)
#OZ
F--
pLLI
� IL
w
��c0-j
UOZ^J
Uj
JOO10Q
�11�a-
r0�
Z
�U=�J
C7
��U
�
z
LO =
w
of
LLJ
w
J
Q
U
U
00
�
Z:
Z:
>7
o
Q
(D
cV
J
J
J
LLJ
N
Z
CD
O
(V
Z
U)
L
a
n
o
LU
U
LU
>_
LIJU
Z
Z
Q
w
0
1-
cn
Q
[if
01-
Q
W
[if
=
U
=
O_
0
0
C�I
U
(n
(n
m
Z
0
I-
D_
O'
U
W
W
a
W - (V r� Lr> O
O
H
Z
>
�D
T��/�
Q
z
V 1
_j
0
rO
LU
E-
v
W
0
O
OF
SHEET NO.
C-2.0

E
a
0
LOT GRADING NOTES
1. GRADING OF RESIDENTIAL LOTS SHALL BE PER NORTH CAROLINA STATE BUILDING CODE: RESIDENTIAL CODE SECTION R401.3
DRAINAGE:
• SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION
THAT DOES NOT CREATE HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.
THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN HE FIRST 10'.
• EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL WITHIN THE 10',
DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES
WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING.
2. FINAL LOT GRADING IS THE RESPONSIBILITY OF THE INDIVIDUAL PERMIT HOLDER/OWNER CONSTRUCTING THE STRUCTURE ON THE
LOT UNLESS OTHERWISE NOTED.
3. APPLICABLE EROSION CONTROL MEASURES FROM NCDEQ EROSION CONTROL MANUAL ARE REQUIRED AND SHALL BE
CONSTRUCTED AND MAINTAINED TO ENSURE MINIMUM EROSION AND SILTATION DURING THE COURSE OF WORK.
4. THE FINISHED FLOOR ELEVATION (FFE) IS THE ELEVATION OF THE POINT ON THE TOP OF FOUNDATION. FFE SHALL BE 12"
ABOVE THE HIGHEST POINT IN THE ADJOINING DRAINAGE SWALE AS DEPICTED BY DRAINAGE ARROWS ON THE APPROVED
GRADING PLAN.
5. FINISHED FLOORS SHALL BE A MINIMUM OF 6" ABOVE THE DESIGNED PAD ELEVATION (DPE) PER GRADING PLAN. SIDE SWALES
AND REAR SWALES SHALL REMAIN IN PLACE, WITHOUT OBSTRUCTION.
6. ANY CHANGE TO THIS LOT GRADING PLAN MUST BE APPROVED BY THE ENGINEER OF RECORD.
7. ALL LANDSCAPING TREES SHALL BE PLACED OUTSIDE OF DRAINAGE DITCHES AND UTILITY EASEMENTS.
8. DEVELOPER SHALL MEET TREE PROTECTION STANDARDS DURING CONSTRUCTION AS REQUIRED IN CHAPTER B.3-4 LANDSCAPING
AND TREE PRESERVATION STANDARDS OF THE ORDINANCE
BUILDING PADS ARE XX' X XX'
UNLESS OTHERWISE NOTED
I I
Wv TIMOTHY & AMBER KNIGHT SERAFIM MITROPOULOS & SETH PARKER IONATHAN & KATHRYN FRANK DANIEL & EMILY GUMPRECHT
2990 WOODWORTH DRIVE I KALLIR01 GKOROGIA 2930 WOODWORTH DRIVE 2920 WOODWORTH DRIVE 2910 WOODWORTH DRIVE
WINSTON-SALEM, NC 27103 2910 WOODWORTH DRIVE I WINSTON-SALEM, NC 27103 WINSTON-SALEM, NC 27103 WINSTON-SALEM NC 27103
- I
WINSTONSALEM, NC 27103 I
6814-83-1865 I 6814-83-4825 6814-83-5825 I 6814-83-6825 ZONED: RS9 6814-83-6825 ZONED: RS9 I ZONED: RS9
ZONED: RS9 I I ZONED. RS9
TREE SAVE A EA
9,202.7 SF - h
'Oo ® - — — — — — — — — — — — — — — ® — — a —
ow
wo
25' REAR SETBACK �15
RANDY p9c ARVANETES
FFE 795.°°1 z 2070 eLUDLOW LANE
�Pxv ; ' WINSTON-SALEM, NC 27103
6814-83-6771
ZONED: RS9
I � ;
I iil c
- � r
I
i'
PRECAST RETAINING DPE: 794.50 1
WALL DESIGNED BY DPE: 790.5
jI TW:780 OTHERS) I /
f
o j' ' BW:779 DPE:792.00 I DPE:792.50
I I ! r `----! I Q .� JESSICA & MICHAEL ALFAR
� TW:785 • III 1 d
BW:77 TW:789
-1• • 2076 LUDLOW LANE
_ 1 `k BW:7775 WINSTON-SALEM, NC 27103
�1 \ 6814-83-6673
•
� d • ZONED: RS9
BW:774
I 1--------- TW: 781
'
5's RYJULITY EASEMENT \� FFE: 797.00
1
C B 3 - d . • • .�
W(V — — — — —
1 � o
I I �0+00. 1+0 \� 2+ ® 3+00 4+0 4 7 10' SIDE SETBACK
Is 90.37 LF OF 54" CB 1 \� V)
I HDPE ® O.x% ".0 I \ WAY 0 �—
I 1 0+00 -1 • ,sTP 3 _2 s. — SARA STEWART
1 2.100 LUDLOW LANE
S7 11 • WINSTON-SALEM, NC 27103
5' DRY LITY EASEMENT
/
• i ` I AT�S�WER EASEMENT 6814-83-6574
:Q • •
--w•Q Q• 20' FRONT SET K ZONED: RS9
FFE: 788.5 I FFE: 791.00 • Q /
Q' TW: 790 I FFE: 798.00
Q • Bw: 782 ; \ • .�\
FFE: 792.00
` FIFE: . E: 79600 � I � � � i RIPRAP PAD #1 I I
1 FFE 799.00 1 1 FRED HUTCHINSON
2833 STANDING BEAR WAY
MURFREESBORO, TN 37127
BW:781 ( I FFE: 794.00
1 l I 6814-83-6477
1
I ew:7$o ,� ,, ZONED; RS9
TW:787
♦ BW. 785 !. RETAINING WALL (DESIGNEDftft
BY OTHERS) ftft
ftft
--
TREE SAVE AREA — i ;�j; ', - - - _ - -� _ _ — DAMES MURPHY
s i —
3,017.3 SF •� �� r l 1 l - - - _ �s 2112 LUDLOW LANE
® i
a j TREE' SA E EA �— — _
- - - WINSTON-SALEM, NC 27103
oe 4, 7�49.3 F � i
El El El El El 6814-83-6369
,• ZONED: RS9
/BUNNY HAWLEY ELDRIDGE 8c SAMANTHA HANNING
JESSICA FONSECA I o
1883 BURKE MILL ROAD 2136 BRIGHTON COURT 2130 BRIGHTON COUR'os
WINSTON-SALEM, NC 27103 WINSTON-'SALEM, 27103 ALEXIS 18c TAYLbR PULLEN
EVAN KAISER
WINSTON-SALEM,.. NC' 27103 I 6814-83-3209 6814-83-4343 212 LUDLOW NE 2118LUDLOW LANE
6814-83-1393 I ZONED: RS9 ZONED: RS9 WINSTO -SALEM, NC 27103 WINSTON'-SALEM, NC 27103
ZONED: RS9
� 6 14-83-5258 6814-83-6323 \
\ h /ZONED: RS9 ZONED: RS9
�y
�y
�P2 EPPERCHASE D ��
1-40
D
ANEW CASTLE DR
KIMEL PARK DR 4y
J
0
5
g
VICINITY MAP
SCALE: 1 " = 2000'
ZONE 1
TOP OF BANK
OF STREAM
20'
50' 50'
B R U� ER
30' 20'
ZONE 2�
INTERMITTENT & PERRENIAL STREAM
DEVELOPMENT (10 -50 ACRES)
STREAM BUFFER
ILLUSTRATION
NOT TO SCALE
ZONE 1 — UNDISTURBED AREA OF VEGETATION EXTENDING THE FIRST 30 FEET
LANDWARD FROM THE TOP OF THE STREAM BANK'S NORMAL WATER LEVEL OF
OTHER WATER BODIES ON ALL SIDES OF THE SURFACE WATER MEASURED
HORIZONTALLY ON A LINE PERPENDICULAR TO A VERTICAL LINE MARKING THE
TOP OF THE BANK.
ZONE 2 — AREA OF VEGETATION BEGINNING AT THE OUTER EDGE OF ZONE 1
AND EXTENDING LANDWARD 20 FEET (50 FEET TOTAL BUFFER WIDTH) AS
MEASURED HORIZONTALLY ON A LINE PERPENDICULAR TO THE SURFACE WATER.
TYPICAL LOT GRADING TYPES
N.T.S
o� L
4
0
SID
E St ope
LOT GRADING TYPE A
DRAINAGE TO STREET & REAR SWALE
LOT GRADING TYPE B
ALL DRAINAGE TO STREET AND REAR LOT LINE
SIDE SWgLE
i
lotQom° Q��o=
SIDE SLOPE `� o�
i -
SIDE SWALE f '
LOT GRADING TYPE C
ALL DRAINAGE TO REAR LOT LINE
0 30' 60'
SCALE 1 "=30' - HORZ.
w I ll I I I /////
*NoSrE OR
O
11110
F c
MCCALL
ENGINEERING
G R O UP, P L L C
U
n
O o
C)U
CD ato
C� 0�� ��
Z N�UoU
�oz ow
LI__I Co J
UOz^J
Lu Jpo\0Q
CL K�
Z _,
C� LL \0
z L0 ch
LLJ w
Q
U
U
00 --1 z z > o
O cV J J J LLI
C:)N O Z
N �
Z
()
L0 Q
o Lu
Lu U Z Z LLB >_
C7
O cn Q w Q [if
()I- Q w [If = U =
m
Z
O
tL
U
w
w
Q
0
w — N V) Lo \O
O
H
H�
Z
�
Q
�
V1
a
0 O
1'�
W
Z
x
O
Q
1.4 z
O
F�
SHEET NO.
C-3.0
OF

30' ZONE 1
15' UNDISTURBED AREA
EXISTING CULVERT
�8�
TEMPORARY IMPACTS
FOR SANDBAGS, PUMP
AROUND, DEWATERING
ANCHOR WAY
STREAM CHANNEL TO BE IMPACTED
STREAM IMPACT MAP
LEGEND
® STREAM IMPACTS
❑RIP RAP STREAM
IMPACTS
NOTE
1. WETLANDS AND STREAM
VERIFIED BY PILOT
ENVIRONMENTAL INC. WITH
USACE AND NCDEQ-DWR ON
MAY 9, 2023.
G STREAM CENERLINE
RIP —RAP
KEYED INTO
STREAMBED
PUMP AROUND TO
DISCHARGE ONTO
RIP —RAP
Culvert Crossing
1 +.00 1
PROP. 2" FORCEMAIN
CULVERT INV. 771.50
STREAM INV. 772.00
PERMANENT
PERMANENT
PERMANENT
PERMANENT
TEMPORARY
IMPACT
LINEAR STREAM
LINEAR STREAM
IMPACT
KEYED IN
IMPACT
KEYED IN
TEMPORARY
IMPACTS
LOCIDTION
TYPE
IMPACT
IMPACT
RIP —RAP
RIP —RAP
IMPACTS
(SQUARE
(FEET)
(SQUARE FEET)
(FEET)
(SQUARE FEET)
(FEET)
FEET)
STP-101
STP-102
STORM/ROAD
CROSSING
147.68
551.87
20.66
82.83
35.27
361.66
REVI
DATE
DESCRIPTION
BY
I PROJECT 240009
1
DATE 5/29/2024
2
DESIGNED JLM
3
DRAWN JLM
4
CHECKED JLM
5
SCALE 1"=30'
6
SURVEYED N/A
STREAM IMPACT MAP
Anchor Acres Subdivision
1861 Burke Mill Road
WINSTON-SALEM
FORSYTH COUNTY NC
HEADWALL
O
PROPOSED
GRADE
PROP. 6" WATERMAIN
PROP. 2" FORCEMAIN
HEADWALL
EXISTING GRADE
STREAM INV. 773.00
CULVERT INV. 771.96
C A ROi
...
�� O ••FESS/ o•���i
a SEAL
• 0362 3
7/30
Ili �•
F �
! o " RI 06=
770
769 MCCALL
1+00 1+50 O E N G 1 N E E R I N G
GR0LIP, P L L C
1"=30'
MCCALL ENGINEERING GROUP, PPLC
5867 GROOMETOWN ROAD
HIGH POINT, NC 27263
[phone]
JEREMYLMCALLPE@G MAIL. COM