SW4200702_Plansheet - Proposed Conditions/Site Plan_20210810

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NOTES:
• SEE ELECTRICAL DRAWINGS FOR SITE
REVIEW INFORMATION
ZONING
OFF-STREET PARKING (if applicable)
Proposed Use(s) Community Center
Type of Review:
Special Use Rezoning
Existing Zoning: I
LIGHTING PLAN
CONNECT TO EXISTING
SIDEWALK
Site Plan Amendment
Required Parking: 1 Spaces / 300 sf = 40
Special Use Permit (Elected Body Only)
Proposed Zoning: I
(more than one calculation may be needed)
• SEE ELECTRICAL DRAWINGS FOR
Final Development Plan
Parking Provided: 93 spaces
ELECTRICAL CONDUITS
_ _ _ _ _ _
Preliminary Subdivision
Proposed Uses: Community Center
_ _ _ — — — — _ _ _
Planning Board Review
(Town of Lewisville UDO)
0 BASE BID: SITE LIGHTING PROVIDED
OFF-STREET LOADING (if applicable)
X Commercial: New Const. or Addition
AND INSTALLED BY LOCAL UTILITY
Jurisdiction
\ /
City of Winston-Salem
Loading/Unloading Spaces Required:
ALTERNATE #3 -SITE LIGHTING
C /
Forsyth County
(Use UDO Terminology)
Loading/Unloading Spaces Provides:
PROVIDED AND INSTALLED BY GC
m C P #5
Village of Clemmons
Town of Walkertown
Size: ft. X ft.
� R1 \
Qu r-
DENSITY CALCULATIONS
X Town of Lewisville
Z A
R1 C)
Purpose Statement: The purpose of this request is
BUFFERYARDS � A �
to Receive commercial building permit approval G) y / 1
# of Units or Lots: CREPE
Adjoining Zoning: RS-20 o Z MYRTLE -may /��Q% I j \
Density: Units/Lots per Acre V) !(, I
INFRASTRUCTURE Type Required: TYPE-11 _ — � \6 _ _4
_ _ _
Public Private (Note: If more than one type of ~----------------------------
Water X —
residential product is proposed, Width Provided: 15 ft. � — — — — — — — — — — — — — — — — — — — — CREPE
X provide the number of units & � fCj'l Sewer �------------- MYRTLEStreets y typ ) WATERSHED CALCULATIONS22"CEDERSX densi broken down b e. TWO
This section only needs to be completed for -� -
Linear feet of public streets: ft. y p � � -� O I
projects located within designated water supply 30' UTILITY EASEMENT -PER COUNTY \ \ \
PROPERTY INFORMATION I a
SITE SIZE AND COVERAGES watersheds. See reverse side for calculation RECORD DRAWING #11792 /jijy F I O \ \
Total Acreage: 31.18 Acres 5885-14-9288 legend. - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ _� RT�F Spy
Site Coverages: PIN#'s------------------------------------ "q�T
Building to Land 0.96 % 5885-14-1447 ➢ WS-III Watersheds - Salem Lake,
Pavement to Land 11.71 % Abbotts Creek, and Lake Brandt / \ CREPE
Open Space 87.33 % Parcels combined in DB 3529 �� //� I
➢ WS-IV Watersheds -Oak ' i MYRTLE �� o
Building Square Footage: 11,719 sf• PG 1700-1703 Hollow/Randleman Lake, Kernersville - - - - - - - - - - - - - - — - - - - - -
Building Height 27.08' ft. Lake, Yadkin River, and Dan River-� ;_ i - - - - - - - - - - - - - - - 1
---------z��------�_r----- r 1
CP#6 / \ \ i -T �0A
SITE LEGEND A HORSESHOE PIT X \
ti - 5�
— — PROPERTY LINE \\\\��
— — — — — — EASEMENT CREPE
BENCH
MYRTLE \ `
PROPOSED CURB AND GUTTER I I I I I o'I , ,\ CREPE
\ I
SIGN ; C) I 36"WOOD I �n� MYRTLE
Z n I I= n I SPLIT RAIL CREPE \
WHEEL STOP SPORTS FIELD FENCE \ ,-� MYRTLE
�� �� I I
I °o I ; °o TOWN OF LEWISVILLE REPS / 5
i i C I I/
I n o I I a o I TAX PINS 5885-14-9288 & 5885-14-1447 MYRTLE
I I I c I AS COMBINED IN DB. 3529, PG. 1700-1703
r
TACT 1 & 2 OF PB. 49. PG. 50 CAMERA I \i .. N/ O
ZONING. RS-40 POLE -----_ I .�'� MATCH EXISTING
I
31.186 AC i i GPASPHALT
R50'
I I 18" CURB &
L ----- J L----- 20' INGRESS/EGRESS EASEMENT I u I GUTTER
______
46, PG 50 (TYP)
CREPE I R160'
i-------i I 1
�BLEACHERS MYRTLE
BLEACHERS 11 � ______ TURNDOWN I 5' CROSSWALK WITH
----- SIDEWALK I
BLEACHERS ' ' I DETECTABLE WARNING 20.
`------ STRIPS FLUSH WITH `
CURB RAMP ° MUTCD R1-1 STOP SIGN ' ASPHALT �` <
& 24" STOP BAR
j R30' / 12'
PROVIDE NECESSARY MEASURES TO i / R5'
MAINTAIN OAK TREES THROUGH ° a'
BRUSH DURATION OF CONSTRUCTION , 1.8.
22'NIAGNOL�, . 5' / RZ
BRUSH '(
1. ADDRESS:
2. PROPOSED USE:
3. ADJACENT USE:
4. REQUIRED PARKING:
5. PROPOSED PARKING
SITE DATA TABLE
1
i 8.5 R30' BIOCELL ACCESS EASEMENT R100'
26' 20' BIOCELL ACCESS (WIDTH VARIES)
WOODS J RS EASEMENT R5, R15' MUTCD R1-1 STOP SIGN
& 24" STOP BAR
R20'
ADA SIGNAGE / 36' /R15'
(TYP.) ��/
7 MUTCD R1-1 STOP SIGN 5
& 24" STOP BAR
R5
SIDEWALK FLUSH 18 R70' R5
WITH ASPHALT s
CURB RAMP ALTERNATE #�6 OAK 1 ° R15'
C "VAN ACCESSIBLE" ENTRY CIRCLE ° ° END CURB
ADA SIGNAGE SIDEWALKAND 4" FUTURE IRRIGATION
8 STAIRS ' SLEEVE (TYP) R3A.
�11
R5' 0 20' DRAINAGE
5
'
4" FUTURE IRRIGATION & MAINTENANCE
SLEEVE (TYP) I 36"OAK
I 18" CURB AND EASEMENT
CONNECT TO s GUTTER 42"OAK
STRUCTURAL SLAB ON R70'
SITE BENCHMARK GRADE
WOODS s I I
RAILROAD SPIKE ' °
i
N 18 OAK
-LEV. = 914.43'
CP#8 0
WOODS
xU
a
a
ao
co
CP#9
SAMUEL G. L UNSFORD & WIFE
L INDA L UNSFORD
TAX PIN 5885-13-9917
ZONING: RS-20
SEE STRUCTURAL
DRAWINGS FOR UTILITY
YARD & EQUIPMENT
CONCRETE SLABS
4" FUTURE IRRIGATION
SLEEVE (TYP)
ALTERNATE #1 U
CANOPY PLAN
(SEE ARCH DWGS) 104' O
1
EXPANSION JOINT
(TYP, 28' SPACING)
.5'
TOOLED CONTROL JOINT
(TYP, 4' SPACING)
INSET - ALTERNATE #1
.�, . 0 0
CP#11
RUSSELL J. SHEW & WIFE
DEL ORES G. SHEW
TAX PIN 5885-23-1906
ZONING. RS-20
x
w
w
Q
5
4 e °
d ° 0
s
CONNECT TO
STRUCTURAL SLAB ON
GRADE
PROPOSED
COMMUNITY CENTER
0
a,
EIP
' ♦ 26' ° EXTERIOR STAIRS WITH
CHEEK WALL AND HANDRAIL / 6'
(SEE DETAIL SHEET C-601) 16'
\ FLAG POLE W/ 6" 175
10.67' HIGH CURB
48 "OAK 5' /f i
\ FLUSH SIDEWALK
WITH ASPHALT TURNDOWN , RS
\ SIDEWALK
R50' /
R5' 8- (TYP) CURB RAMP WITH
CURB ' DETECTABLE WARNING
RAMP 8 18` . STRIPS R15' R
/�5- (TYP) / v
0° .
EEL STOPS .
Q 1 I (TYP.)
ADA SIGNAGE � R5' ° , �:
(TYP.) R25'
5
s CURB
RAMP
R50' R15'
® I R3
20' BIOCELL ACCESS END CURB
/ EASEMENT
R50'
5, BOLLARDS \
CONCRETE
NR & HANDRAIL R5'
W/ 12" TREADS R3 R2'
& 6" RISERS
CONNECT TO
RUCTURAL SLAB ON
GRADE
33'
20' FIRE
i DRIVE
3
f
DRAINAGE AND MAINTENANC
EASEMENT FOLLOWS BACK \
OF CURB
1 5
22' \
5'
(2) "NO PARKING - I
FIRE LANE"
SIGNS DUMPSTER PAD
&WOOD ENCLOSURE
(SEE DETAIL SHEET C-601)
\-R35'
tiQ;Po `�bl
61,
A 11
� 12 •�
WOODS \
30 "OAK 30 "OAK
DENNIS VASPORY & WIFE
PATRICIA S. VASPORY
TAX PIN 5885-23-3964
ZONING: RS-20
18" CURB & GUTTER
(TYP)
36" CURB
FLUME
BIOCELL I
SEE STRUCTURAL
DRAWINGS FOR UTILITY
YARD & EQUIPMENT /
CONCRETE SLABS
BIOCELL DRAINAGE
AND MAINTENANCE
EASEMENT OVER AND
/ 10' AROUND BIOCELL
HEDGE
ANA DUNN
TAX PIN 5885-23-6944
ZONING: RS-20
7632 WARREN PARK DRIVE, LEWISVILLE, NC 27023
COMMUNITY CENTER
COMMUNITY CENTER, RESIDENTIAL - SINGLE-FAMILY
1 SPACE / 300 GROSS SF BUILDING AREA = 40 SPACES
93 SPACES
RIGHT OF WAY PAVEMENT
REPLACEMENT FOR UTILITY
INSTALLATION PER NCDOT STD
654.01
10'X70' NCDOT SIGHT
DISTANCE TRIANGLE
MONUMENT �
SIGN W/ LIGHTING;
(COORD. W/ SIGN \
MANUFACTURER)
-R5' \ ��
�0,
A O
40.
O
d
I
10'X70' NCDOT SIGHT
DISTANCE TRIANGLE
M
00
0
Q
Z
SCALE 1 "=30'
0 30' 60'
TOWN OF LEWISVILLE
TAX PINS 5885-14-9288 & 5885-14-1447
AS COMBINED IN DB. 3529, PG. 1700-1703
TACT 1 & 2 OF PB. 49. PG. 50
ZONING: RS-40
31.186 AC
MAAILBO,X
G
C
N
S
C
adwarchitects
environmentsforfife
architecture planning interiors
six coliseum centre
2815 coliseum centre drive
suite 500
charlotte, north carolina 28217
t] 704 379 1919
f] 704 379 1920
www.adwarchitects.com
LEWISVILLE
COMMUNITY
CENTER
LEWISVILLE, NC
100% CONSTRUCTION
DOCUMENTS
SITE LAYOUT
PLAN
DATE 06.26.2020
PROJECT NO 19033
REVISIONS
NO DATE DESCRIPTION:
6
09/08/20
BIOCELL ADDED
7
10/05/20
EROSION CONTROL UPDATES
8
10/27/20
SITE SEWER UPDATES
9
11/16/20
PARKING LAYOUT SHIFT
10
04/26/21
TRANSFORMER SHIFT
11
06/07/21
SITE ENTRANCE UPDATE
12
07/22/21
SIDEWALK UPDATE
13
07/30/21
FIRE LANE PAVEMENT ADDED
THIS DRAWING IS THE PROPERTY OF ADW ARCHITECTS, PA. AND
SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR IN PART. IT
SHALL NOT BE USED ON ANY OTHER PROJECT OR GIVEN TO ANY
OTHER COMPANY OR AGENCY WITHOUT THE CONSENT OF ADW
ARCHITECTS, PA.
CA /'''%
SEAL
38573 =
c- 07/30/2021
�Ayy �PR�
SEAL
SHEET NUMBER