NCC224040_Site Plan or Location Map_20221207

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THE BOARD OF EDUCATION OF '
v v MECKLENBURG COUNTY PLAY AREA `.rl' �� �� ° �, • '"'r 9r
200 GILEAD ROAD CLASSROOMS
I
• PARCEL #Ol 7121 13 SITE DATA
- DB 1653/PG 91, DB 1653/PG 97, LOCATION: 202,204,206,208 GILEAD ROAD HUNTERSVILLE, NC
i`\ ////// //////////// DB 1652/PG 491 (PIN#01712109,01712110,0171211,01712112)
I /1 /�/�����11 �1 �1
ZONING: NR 11/ CURRENT ZONING: TND-U-CD
I I CURRENT USE: SINGLE FAMILY RESIDENTIAL/VACANT PROPOSED USE: MIXED USE
COMMERCIAL/SF RESIDENTIAL
• I // CONTACT: HENSONFOLEY (JAY HENSON)
704-875-1615
DETAILED URBAN OPEN SPACE - COURTYARD FUTURE CONNECTOR TO GREENWAY �� I HVAC I BUILDING TYPE: SHOPFRONT FOR NEW COMMERCIAL, ATTACHED HOUSE FOR TOWNHOMES
ITEM PROVIDED
N.T.S SUBJECT TO RELOCATION BUT NO
CLOSER THAN 140' FROM WESTERN — — —� ���
I ®— •— � � — — LOT AREA 3.94 AC
PROPERTY LINE
140' DISTURBED 10' BUFFER UNDISTURBED _ SPECIMEN TREE TO BE SAVED
_ SAV / FRONT BUILD TO LINE SEE PLAN
l0' BUFFER
.. -- ---- 10' BUFFER UNDISTURBED I
10' BUFFER DISTURBED - —. CAFETERIA/STAGE AREA
ALL PAVEMENT MUST BE ABLE
MIN SIDE SETBACK 20' (WEST PROPERTY LINE) 10' (EAST PROPERTY LINE)
_------------------ TO SUPPORT AN80,000LBFIRE APPARATUS I / /
TRANSITION FROM 6" CURB IJ _PRIVATE ALLEY. • • MIN. REAR SETBACK 14'
TO 8" CURB AT OCS. ' l I �� p , /
' � I I 14' REAR SETBACK MIN � � o NUMBER OF LOTS 31 LOTS
SEE SHEETS C06 AND C14 �'��
I I O" 1 G IL
LOT WIDTH RANGE LOW: 16' HIGH: 178' AVG: 31'
{ 20 SO A , LOT SIZE RANGE LOW: 0.03 AC HIGH: 1.55 AC AVG: 0.12 AC
TRASH DUMPSTER WITH °' I \ Z
ENCLOSURE WALL/OPAQUE GATE I `� ouMPSTER
�' OPEN SPACE 1 A9I,1 SERVICE DELIVERIES / PARKING (ANTICIPATED PARKING -SEE USES UNDER GENERAL NOTES FOR ALLOWABLE USES)
ALL PAVEMENT MUST BE ABLE
COTTAGE w L, EXISTING HOUSE:
TO SUPPORT AN 80,000 LB FIRE APPARATUS N COTTAGE TOW NHOMES Z 1 p 1 700 SF 1ST FLOOR + 2000 FUTURE EXPANSION + 800 SF PATIO SEATING=4500 SF
i r
� TOWNHOMES 25 23 Q� t` 1 700 SF 2ND FLOOR SMALL COMMERCIAL
I 18" CURB AND GUTTER �� 4' I 29 28 27 26 24 r , TOTAL SF FOR EXISTING BUILDING=6200 SF (13 SPACES REQUIRED ROUNDED UP)
5' CONC. 0 W • SURFACE
SIDEWALK . Q I � PARKING NEW COMMERCIAL BUILDING:
PERM. PAVERS 1 CAFETERIA/KITCHEN 6000 SF OFFICE ON 2ND FLOOR
9' we ,1 / / 2000 SF RESTAURANT + 800 SF PATIO SEATING=2800 SF
I® © w I N 28 1 ; 4000 SF RETAIL ON FIRST FLOOR=4000 SF
24 33' 33' 28'
.� � 16 TOTAL SF FOR COMMERCIAL BUILDING=12,800 SF (26 PARKING SPACES REQUIRED)
© 33
�.......... ® ° TOTAL PARKING REQUIRED FOR COMMERCIAL SPACE 19,000 SF=39 SPACES (ROUNDED UP)
N/F { 22 �� 88 SURFACE SPACES PROPOSED
URBAN OPEN SPACE
SA RA H MCA U LEY { I PERMEABLE PEDESTRIAN PASSAGE , 1 1 \ TOWNHOMES:
PROVIDE EDGE RESTRAINT ON PAVERS 29 UNITS AT 1.5/UNIT=44SPACES REQUIRED
300 GILEAD ROAD i ��� EX. PROPERTY LINE TO REMAIN �� �� N s ALL PERMEABLE PAVER AREAS 5800 SF COTTAGE 1 \ �1 \ 21 UNITS HAVE 2 CAR GARAGE (42 SPACES)
PARCEL #01712108 I SEE LANDSCAPE PLAN FOR CONCEPT TOWNHOMES
PERMEABLE P \� 8 UNITS HAVE 1 CAR GARAGE (8 SPACES)
DB 24288/PG 11 p PAVERS �" � 2 SURFACE SPACES
ZONING: NR ❑7 �5 Js �� 1 \ TOTAL PARKING PROVIDED: 52 SPACES
..{ DETACHED
1 i TOTAL
16 33' 33' 28 28' GARAGE
, ` 'HIGH HORIZONTAL SLAT j TOTAL REQUIRED FOR PROJECT 83 SPACE TOTAL PARKING PROVIDED 140 SPACES
11 24 1 1 PRIVACY FENCE r
0- s 1 FEMA MAP NUMBER 3710464000K
W 1 1 s COTTAGE
I I COTTAGE >_ TOWNHOMES , I
: TOWNHOMES , I FEMA EFFECTIVE DATE 09/02/2015
= 2000 SF POTENTIAL Z 18 19 20 I
I EXPANSION 9' 14 15 16 0' 17 ` I / THE BOARD OF EDUCATION WATERSHED MCDOWELL
� i "� IS �
1 w �� �� TYP. QI° OPEN SPACE 1 I OF SOIL TYPE CeB2, CeD2, CuB (Type B Soils)
ri
10' BUFFER AT HOUSE TO ALLOW FOR m.l I HC PARKING/SIGNS I o. MAIL KIOSK AND POSSIBLE 1 I MECKLENBURG COUNTY
ACCESS, HVAC UNITS, AND
. aJ �� �• OUTDOOR COMMON AREA 1 200 GILEAD ROAD
MAINTENANCE TO BE PERFORMED AS EXISTING __ � `SO' . ° 1 �- PARCEL #Ol 7121 13
�� I I
�B 1653/PG 91 DB 1653 PG
GENERAL NOTES
1 1 7 CONC. SIDEWALK 14' REAR SETBACK MIN ` , I / 97,
I °I EX. HOUSE CONC. DRIVEWAYS TYP: I. r I� \. 1 I DB 1652/PG 491 DEDICATION OF RIGHT-OF-WAY
I �{ 1 700 SF 2 STORY q PRIVATE ALLEY 1 I 1 / NIP 7 N IN • 40' FROM THE CENTERLINE OF THE ROAD TO BE DEDICATED AS RIGHT-OF-WAY TO NCDOT PRIOR TO ISSUANCE
I PERMEABLE G G
,„ 3400 SF TOTAL 1 T • �ADA� ' PAVERS s 0 1 OF BUILDING PERMITS.
COMMERCIAL 1 _ SIGNS (TYP) '° G 11\ 1 CLASSROOMS
DI T I ��/// • IF DEDICATING RIGHT-OF-WAY, A RECORDED PLAT W ILL NEED TO BE REVIEW ED AND APPROVED BY THE TOW N OF
w 100' 5' p �'p, I �..{ \ 1 I HUNTERSVILLE PRIOR TO ISSUANCE OF BUILDING PERMITS.
m I 3 STORY TOWN I 3 STORY TOWN 3 STORY TOWN 1
aI I \ I I 1 PERMITTED USES
L SPECIMEN TREE TO BE SAVED g 9❑ 1 \ \ • SINGLE FAMILY TOWNHOMES, RESIDENTIAL, AND COMMERCIAL USES.
0 1 rn 0 © � ❑ 1 11 12 13 I � I
LL,1 URBAN NEW BUILDING q O 3❑ ❑ I 0 1
OPEN SPACE PERMEABLE 6000 SF FOOTPRINT 1
o PLAZA PAVERS 12,000 SF TOTAL I ADA RAMPS PER NCDOT I 1 ,1 \ SERVICE ENTRY FOR
MODIFICATION REQUESTS
7400 SF STD. DETAIL 848.05 ` , HUNTERSVILLE ELEMENTARY • SEE C01 COVER SHEET FOR MODIFICATION REQUESTS.
�) 24'16't26 \
� . 27 16' 21' 716-26 27' 16'
W I 57' 29' NEW 26' 16' 16' 26' ACCESS
{ ? • THE PRIMARY VEHICULAR ACCESS IS THE SINGLE ACCESS DRIVEWAY LOCATED ON GILEAD ROAD.
GRASS +�� DRIVEWAY ® e
�. 3� ® s y s EX R/W
m _ I NA E
o I FUTURE 0' $1 FLUSH CURB s— S G G
N GHZ —� ° RESERVED R/W ° s � —
7' CONC. SIDEWALK Po s RESERVED R/W 10' jR1ANGLE S o, — EX R/W
Z EX R/W o_ -T CONC. SIDEWALK • ALL SIGNS SHALL COMPLY WITH THE TOWN OF HUNTERSVILLE CODE.
EX R/W POWER LINES- 70'—
—�__ —o- -
- CLOSE EXIST. DRIVEWAY TRASH
ADD 30" C&G
• GARBAGE SERVICES WILL BE PROVIDED IN A DUMPSTER FACILITY ON SITE FOR COMMERCIAL AND ROLL OUT TRASH
_
E- °g
1' MAINTENANCE EASEMENT BEHIND R/W
IN ALLEY FOR RESIDENTIAL UNIT
EXIST CURB 50'
�
75
_
— —
• TRASH PICKUP WILL BE SERVED PRIVATELY. A WASTE MANAGEMENT AGREEMENT WILL BE OBTAINED SEPARATELY
EXIST SIDEWALK
— o p O /� D
GILEAD ROAD �
CLOSE EX. DRIVEWAY
CI
ADD 30" C&G
HVAC / UTILITY EQUIPMENT
— — — NCDOT MAINTAINED (SR-2136)—
-�0
_
HVAC UNITS FOR TOWNHOMES WILL BE ADJACENT TO THE GARAGES
EX.
/
CLOSE EXIST. DRIVEWAY
— — _
—
DRIVEWAY
• HVAC FOR LARGE COMMERCIAL BUILDING WILL BE ON THE ROOFTOP
ADD 30" C&G
- _
• HVAC FOR EXISTING HOUSE WILL BE ON THE SIDE
—
VZI/_/��
����
�'VMILL&OVERLAY
EX
O
• HVAC UNITS WILL COMPLY WITH 7.6 OF THE ORDINANCE
GILEAD
DRIVEWAY
MAINTAINED (SR-2136)
I
WATER/ SEWER / UTILITIES
45' PUR"C R/W
1.5°s95c NCDOT
SEE NCDOT STD. DETAIL THIS SHEET POSTED SPEED LIMIT 25 MPH
PER NCDOT-EXISTING PAVEMENT TO BE REMOVED AND RE STRIPED
• WATER AND SEWER AVAILABLE WITHIN GILEAD ROAD.
60' R/W (EXIST)
FOR A LEFT TURN LANE -MILL AND OVERLAY.
CONRACTOR TO PROVIDE TRAFFIC CONTROL PER NCDOT GUIDELINES -MAINTAIN
I I
LU202'
III
WORK ON HALF OF THE ROADWAY AT AT TIME TO MAINTAIN THROUGH LANES IN EACH DIRECTION.PROVIDE
I
LIGHTING
%
I
APPROPRIATE SIDEWALK CLOSURE SIGNS/DETOURS-SEE TRAFFIC CONTROL PLAN
• THE LIGHTING FOR THIS PROJECT WILL MEET THE REQUIREMENTS OF 8.26.
�
SIDEWALK AND STREET TREES ALONG
I I
III Q III
GILEAD ROAD TO BE BONDED DUE TO POWER
I
ENVIRONMENTAL
I
LINE RELOCATION PROJECT. EXISTING WALL AND FENCE TO REMAIN
Q III
• EROSION CONTROL PLANS WILL COMPLY WITH CURRENT ORDINANCES AND BE APPLIED FOR DURING THE
EXISTING BUA SUMMARY
(SF)
(AC)
TOTAL EXISTING
18,438
0.423
EXISTING TO BE REMOVED
16,721
0.384
EXISTINGTO REMAIN
1,717
0.039
PROPOSED
BUA
(SF)
(AC)
COMMERCIAL
5,950
0.137
FUTURE EXPANSION
2,000
0.046
TOWNHOMES
29,910
0.687
CONCRETE
10,615
0.244
CURB
2,962
0.068
PERMEABLE PAVERS
53,792
1.235
TOTAL
105,229
2.416
II 0
I II 0
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TOTAL BUA
(SF)
(AC)
% OF SITE
SITE AREA
171,543
3.938
-
PROPOSED BUA
105,229
2.416
61.34%
EXISTING BUA TO REMAIN
1,717
0.039
1.00%
TOTA L B UA
106,946
2.455
62.34%
SAWCLIT SIFALL BE MINIMUM I'-Dtl°° INTO EXISTING PAVEMENT AND 1.5"
MILL & OVERLAY TD ADJACENT TRAVEL LANE AT SAWCUT LIMITS
Iwo
'3l: Y[L'SHIY3[Y� YY2iY
11%il:Rk14. IATIE(01".it 114
inr.t■
BASE COURSE
-,-' 1114 lbs/sy/in
N.T.S
NCDOT CURB & GUTTER INSTALLATION DETAIL I
WITHIN EXISTING AND FUTURE RIGHT OF WAY
TYP. PAVEMENT SCHEDITLE
WITHIN NCDOT RIGHT OF WAY
- - --SurfaceCimi- c IS9.50'ir It2
' - I.t' LI I I
.. .� > � .
. ?`...
N.T.S
4" 1
I
1
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1
> IW
x
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1
IEXISTING SIDEWALK
1
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EASTBOUND I CENTER DUAL TURN LANE I WESTBOUND
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40'
BIKE
yh
GILEAD ROAD FRONTAGE/CROSS SECTION .0
l' MAINTENANCE
W I EASEMENT
SMALL MATURING 7- bA
STREET. TREES ? 1
}
=A YTf _G STR1
NEW SIDEWALK 1 I COMMERCIAL
I I BUILDING
5' MIN
I
SIDEWALK AND STREET TREES ALONG
GILEAD ROAD TO BE BONDED DUE TO POWER
LINE RELOCATION PROJECT. EXISTING WALL AND FENCE TO REMAIN
COMMERCIAL SITE PLAN PROCESS.
• WATER QUALITY, POST CONSTRUCTION, AND STORM WATER MANAGEMENT WILL COMPLY WITH THE CURRENT
ORDINANCES AND WILL BE APPLIED FOR DURING THE SITE PLAN PROCESS.
BUFFERS/LANDSCAPING
• BUFFER YARDS SHALL BE PLANTED IN ACCORDANCE WITH ARTICLE 7.5 OF THE ZONING ORDINANCE. THE BUFFER
WILL BE NATURAL, UNDISTURBED WOODED AREAS, AND SUPPLEMENTED IF AN OPAQUE BUFFER IS NOT CREATED
WITH EXISTING VEGETATION PER ARTICLE 9.5 OF THE ORDINANCES.
TRAFFIC LOADING INFO
PER MANUFACTURER, BELGARD PERMEABLE AND INTERLOCKING CONCRETE
PAVEMENT SYSTEMS ARE MANUFACTURED TO ASTM C936 STANDARDS
REQUIRING AN AVERAGE COMPRESSIVE STRENGTH OF 8,000 PSI. FOR A
81,500 LB THEORETICAL DESIGN LOAD, THEORETICAL MAXIMUM TIRE PRESSURE
EXERTED ON THE PAVEMENT SURFACE IS 171.88 PSI.
PROJECT TIME TABLE
SUBMIT REZONING - DEC 1 2021
TOWN BOARD APPROVAL - APRIL 18 2022
SUBMIT COMMERCIAL SITE PLAN - JULY 2022
BEGIN CONSTRUCTION - FALL 2022
COMPLETE CONSTRUCTION - SPRING 2023
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REVISIONS:
2022/09/15 -TOWN REVIEW
2022/1 1 /03 -TOWN REVIEW
CO3 - SITE PLAN.DW G
PROJECT NUMBER: 221015
DATE: 07/15/2022 DRAWN BY:
JAH
CO3 19
SHEET OF
CO3 - SITE PLAN.DWG - PLOT: Justin - MON. 11-7-2022 3:33 PM