SW3220202_Plansheet C200 - Proposed Conditions_Site Plan_20221101

N 439987.62
REBAR I E 1467856.54
REBAR (FOUND) (NAD83)
N25' 14 47"W 895.42 (FOUND)Ll
EXISTING WOODED
AREA TO REMAIN
- - 20' SIDE SETBACK - o
/ LINE
EXISTING WOODS °o I11
_ 40' CLASS D BUFFER_ _ _ _ v
�o 0 0 0 0 0 0-0 0 -0 -o �-e- o
r
WOODEN DUMPSTER ENCLOSURE O 1
` I FUTURE o I I O (BASE BID), MASONRY ENCLOSURE SNOW OR FORMERLYgs
EXISTING FENCE I I (ALT #4, SEE ARCH. DWG. A404) UNION COUNTY BOARD OF EDUCATION o EX.NVARIES
WOODED AREA I o I O v DB J4651184 I r`
` TO REMAIN I I IRON PIPE (FOUND) 6 W HIGH BLACK VINYL 7 VEHICULAR CONCRETE DB 41851783 IRON PIPE (FOUND)
I N.C.S.P.C. C503 COATED CHAIN LINK PC J1591 N.C.S.P.C. y 10.5' 10.5
0 o I I N 439409.99 FENCE WITH BLACK BI-PARKING 12 C502 PAVEMENT PID 06192001A N 440046.73 ,' 1 1 ;
` \ ` ` I I II E 1468314.7- FIBERGLASS SLATS ELECTRIC
IC503 �1'41'v 733�1468012.97
- -
8012 g7
--CHINLINK GATE --- -�Q�I
I
(28.58)I I EX/STING WOODED ASPHALT PAVEMENT- 2 (704.74) EXISTING
I I AREA TO REMAIN HEAVY DUTY (TYP.) CO2 �WOODED AREA
o 20' SIDE' SETBACK
o
PERMANENT SCM TO REMAIN
\ ` MAINTENANCE ACCESS o o W 40' CLASS D BURR
WB-50 TRUCK TURNING
\ ` EASEMENT TYP.) MOVEMENTS 2.5'- - '` CC) -
26' MANUAL CHAIN 8 u' O yp�H
\ ` - PDE)/ LINK FENCE GATE C503J PARKI G pnF 0' N PDE FUL 1' CURB TAPER
PD FOR TOWN N C7 w N cD � Ojl �
�-0 0 0 0 0 0
° o CONDENSING UNITS (SEE - CD
VEHICLFS _ MECH.DWGS. PROVIDE MIN. 2' II AUTOMATIC GATE
I I v,
10' CLEARANCE FROM PROPOSED C] ,CS03L CONTROL ISLAND - 34d
EXISTING STRIPING
AND PVM'T MARKINGS
0
EXISTING DOUBLE
YELLOW STRIPE
0
0
RELOCATED
POWER POLE
0
0
` i I P� 3 d 5' CONCRETE APRON - 7 WATER LINES. SEE SHEET C400)
PDE Id f R
R C502 J o .° A� I I I =
\ o
FUTURE PARKS & I d 4' HIGH LOADING 24" X 24" _ _ _ _ _ 10'x70' SIGHT o
Q I I REC. UNCONDITIONED �� STEEL BOLLARD 3 0 STOP SIGN F TRIANGLE TYP. o: rn �I 1 12.
' S9.5C
` o STORAGE 5000 S.F. _ (TYP.) C503 DOCK (SEE \ S� (TYP.) o Ci ARCH DWGS) B" %IJ 6 r FUTURE - - - - - - - - (- - - - -1 N OVERLAY
\ 9 0
5°k�al I I � - -
a2 R� JQa o B . B . B • • • • • .. • • oa L - -PARKING LOT I I 24" X 24"
C'(1 00 � 0 N = - - - - - I I C' LANE STRIPE
5 00 /10 I qo ARAMPSIBLE /SIGNAGEIPING/ J C502 I STOP SIGN I 4" WHITE
9' 7' 18' 24'-*18' 20' I_ I r FUTURE
5`' CE (�JP� ♦ 0' 117' I - I BUILDING I
oD r 4 PAINTED CROSSWALK � I 4" WHITE
PROPOSED PARKS &REC/ EDGE STRIPE
4 V-6" CURB &
P� 9 FLAG
C502 GUTTER (TYP.)
��PS�R PDE \ ° - J� °� PUBLIC SERVICES BLDG. _ c503 POLE r c5o3 (TYP.) J \
I © vEsr cc«a. a J R Z�, 00 II R I r I O
GRAVEL PAVEMENT 6 ❑ ®3 ® ® o ® 2 BIKE Ap J TI I - I I FUTURE
E CC503 RACK
s � o • B • B • B •' _ i '• • • � � I CONCRETE 38� I I ADDITION I I
i91L `\ I I • • B 1N�C502 SIDEWALK (TYP.)
01 CONDENSING ❑ ��a 7Q I I I I I I
\ ` ROPOSED FUTURE PARKS & I UNITS �°
CM #1 I REC. UNCONDITIONED
STORAGE 5000 S.F. VEHICULAR CONCRETE 7 0 R
\� o I ELECT. TRANS. & GEN cn - W
\ \ ` I PAVEMENT C502 C4 (SEE ELECT. DWGS.) it \ SQ cue `sA 14 to W \ Ln o 03 ELASPHALT PAVEMENT- 2 16 � 14 4 PROPOSED LIGHT I o ° ° _
IB• B• K.F FKR" a,as® ® cD
co II I h
I
W Q
POLE TYP.) SEE
ELEC. DWGS.
I _
CD
WHITE LEFT TURN° -ORTOWN B B B°I 7 I N HEAVY DUTY (TYP.)
2'W X 2'H X 4'L o EHICLES ARROW PER NCDOT
STD
2'4WHITEINTERLOCKING
DRAWING 1205.08 (TYP.)
CONCRETE BLOCKS : co STRIPE (TYP.) m Q
o N T7.5' 18' 24'�IL18' 12' 18'�1e-24'- 18' 7' U) I V
\ ` 3Ca ` PUBLIC > p
o 0 0 0 0 4" WHITE 3'-9'/SP
\ �p
GREEN" Z ,� MINI -SKIP LANE
4" WHITE 4' PEDESTRIAN 7 � � � I Q oW I o
CONCRETE STORAGE BINS STRIPE (TYP.) GATE C503 MEOW
FOR LANDSCAPE MATERIAL 1 r° 9 FLAG POLES 3 I O I
CONCRETE PAD PICNIC I TRAFFIC LIGHT
/ (SEE STIR. DWGS) ACCESSIBLE 8 C503 10 ACCESSIBLE RAMP I i
TABLE BY OWNER) C502 ' O � I CONTROL BOX
RAMP "A" (TYP.) C502 I C502 W/HANDRAILS I I s
EXISTING CONDENSING UNITS CHARTERS OF
24"x24" scHooL
\ 6 8' HIGH BLACK VINYL ' (SEE MECH. DWGS.) VEHICULAR CONCRETE 7 0 4 WAY
C503 FREEDOM PLAZA
WOODED AREA co 00
` TO RE -MAIN C503 COATED CHAIN LINK PAVEMENT C502 (o STOP SIGN %cn R I I \\ I 'SCHOOL' PAVEMENT
\ ` FENCE (TYP.) ' / co (TYP.) - 7 7 I SCREEN WALL Z I MARKING PER NCDOT
` S� = 00 R I FUTURE MEETING I (SEE ARCH. I STD DRAWING 1205.08
\ EX/STING
NCDEO SUFFER ZONE ' `� `� I SPACE ADDITION I DWGS. (ALT) I ��"„ 1^f'A I
\ WOODED AREA cD'
TO REMAIN /D� VAR/ES) N O I
4i
R W I Ln
v
�a ARIEs� s� I N _ _
^� L4' V F-
<o� ��IpTN / MASONRY DUMPSTER 3 S I N
` C)-z ZONE ENCLOSURE(SEE
SEE �0 4 S s 9 5' _�
\ \
�< e�FFE� / ` ARCH. DWG. A404) R �Q. 7 c 10.8' I I I IW I w
ACCESSIBLE 3 2' WIDE �� p O $� 0 9 ��\ I J ' m O
` \ RAMP (SIMILAR) C502 I R o CONCRETE STEPS W/ I Q U
WHITE STOP
FUTURE �yy'�. FL C502 CHEEK WALLS AND � �
\ PARK ' / BAR (TYP.) 3C�8' �*20.9' � �0 Q 0
\ ` \ DEVELOPMENT ZONED X ASPHALT PAVEMENT- 2 7 -�tiFL S� R t
9` s; HANDRAILS (TYP.) O
STANDARD DUTY C502 ,p. R "c AN 3 I I 8' 6'
0' 2 BIKE I Z ^ U
(TYP.) �� CA R °° 4 .W 1 1.3' � � ' C503 RACK � O Lw
o cn r� 24' g' 1.® .. z O
\\�6" �� R R � � A Ul -P �® s E e I Q + T CT!' 3t s� 0 roAaio 5' I I a
`2� / = ■ E' ^�o �= 00 9� 4" WHITE STRIPE LAI Vf <
_ - �- E� 0 g' ,r20' 7' _ z
EXISTING 1 PROPOSED q W O
\ POODED AREA
A 1 1 5,R r^ �Q SR ^V AD - 2 BIKE � I
1 C CRETE 1g 4 FUTURE c5o3 'RACK TOWN HALL 7 - z
�o .5 5 o000 0
o�
1 E B E X4 6 R s 4j� ADDITION ©m� o - - AO 11 6' WIDE ASPHALT
1 ORl l
\ EL 1 o0 044i"-
DS RR"� o on ao A o0 0 /
� o I C502 WALK
SNOW OR FORMERLY `J� ZONED AE I 1 aL BRICK 1 co 10,
0 0 5' oA0pTOWN OF WAXHAW ��� T m - - - - - - - - CY
a n� ,� 1 5 SEGMENTALBLOCK
60091787 ` \ j 1 STRUCTURE 1
PUBLIC COMMON OPEN SPACE \ ` \ , 1 FFE.517561 SQ E-_E IIF 5 ACCESSIBLE ° ® �\�h I C503 RETAINING WALL
PC L1928 \ �i .T 1 2 ASPHALT PAVEMENT- �E C502 RAMP "Ell (TYP.) I 0�' � � 11
P/D 0616500JL \ \ ®v 1 6 , 1' CURB C502 STANDARD DUTY E QJ �TQV 10 4' HIGH DECORATIVE
,0- TAPER (TYP.) - - (TYP,) BLDG. OVERHANG I / 1 I C503 ALUMINUM FENCE
1 s L
00 \ 1 1 4 - _ 1O' 70, / 154'R AND COLUMNS (TYP.)
TR/,gNGLE °' �o I REBAR
m� G �- IGNj r T ■ ■ �� EXIST. Yw � � 166, R (FOUND)
20,Si 10'X�� XIST. R W F� _
- V1�AXHAW MARV �I R ADS �H - /,9.
\ FLOODWAY / N 1 as _ oN/ EIIIII O/ST. <v ucRi\o E I I
1,,� _ 4NCDOT MAINTAINED) _L6 oN/�
�� 6 '\GHT OF WAY PC 0 850 you
oss'R o r a U
\ _ L7 REBARS �N /
oN/u (FOUND)i /o I (FOUND)
/ ----
CP
/ off ,� off u / _ _ TELE TELE
L /
o / H U OH a WHITE LINE SEE SEWER PUMP STATION e`
_ REBAR - DRAWINGS FOR OFFSITE
/ HARDSCAPEIMPROVEMENTS 0 REBAR
FIBER OPTIC FIBER OPTIC
T/C (FOUND)
JV 4-LZ000 BOX (FOUND) I REBARS
2' WIDE WHITE STOP REBAR 7RAFFic ucvr
1�3(
ca W W 9 co �TPOL eox (FOUND)
Nj �� BAR AND STOP SIGN 6' TELE (FOUND)
1° SEE ENLARGED BEHIND CROSSWALK ` W Q9SF PLAN C700 R/
BRIOOE REBAR\
EX / / (FOUND) \
FUTURE LANE i \
REBAR
WIDENING
i FUTURE EDGE
III I
OF PAVEMENT SITE NOTES
23pE \ rn N E?ENCHMARK \
546.01 1 OR CORNER OF BUILDING UNLESS OTHERWISE NOTED. F CURB, EDGE OF PAVEMENT, I EL :co 547.10
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE \ W I ( AVD88) /
AND LOCAL STANDARDS.
3. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF 0 Q / \
\ i i FUTURE BRIDGE THE OWNER OR ENGINEER PRIOR TO PROCEEDING WITH WORK. I O GYC 3 m
(3 LANES) 4. PRIOR TO BEGINNING CONSTRUCTION, UNLESS OTHERWISE PROVIDED IN THE I O
CONTRACT DOCUMENTS, THE CONTRACTOR SHALL SECURE AND PAY FOR ALL
PERMITS (BOTH SITE AND BUILDING RELATED) INCLUDING BUT NOT LIMITED TO J 2 LEGEND
REGULATORY FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER O
/ EXECUTION AND COMPLETION OF THE WORK. Z
REBAR /y i m � EXISTING SIGN - - - - - - EXISTING CURB AND GUTTER
(FOUND) �6'• 5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
\ ?�- UTILITIES, AND RIGHT-OF-WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE (a -� PROPOSED SIGN PROPOSED CURB AND GUTTER
ZONING CODE SUMMARY AREAS.
PROPOSED LIGHT POLE PROPOSED FLUSH CURB AND GUTTER
O 6. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN
AND THE PUBLIC SHALL BE PROTECTED FROM INJURY. ' EIP EXISTING IRON PIN
\ �\F PROJECT NAME: WAXHAW TOWN CAMPUS REQUIRED VEHICLE PARKING: 3 SPACES/1000 SF PROPERTY LINE
7. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
_ VEHICLE SPACES: REQ'D REQUIRED � EXISTING LIGHT POLE
SITE �q�G�y9lfl
%'O
SC I NC
I
I
VICINITY MAP
W X AH W HWY
PROJECT ADDRESS:
4220 WAXHAW MARVIN RD. WAXHAW, NORTH CAROLINA 28173
TOWN HALL: 22,031 SF =
73
84
8.
USE CAUTION WHEN REPRODUCING COPIES OF THE CONSTRUCTION DRAWINGS.
E EXISTING EASEMENT
PS/P&R: 12,667 SF =
42
42
COPIES ARE SUBJECT TO DISTORTION AND INACCURACY IN THE SCALE OF
EXISTING UTILITY POLE
PARCEL ID NUMBER:
06192003A
DRAWINGS. VERIFY ANY DISCREPANCIES WITH BENESCH.
R/W
RIGHT-OF-WAY
-x-x-x- EXISTING FENCE
OWNER: TOWN OF WAXHAW
ACCESSIBLE SPACES:
REQ'D
REQUIRED
9.
ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL
TOTAL SPACES =
4
4
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),
HC
ACCESSIBLE SPACE
• •- PROPOSED CHAIN LINK FENCE
PLANS PREPARED BY:
ALFRED BENESCH & COMPANY PHONE # [phone]
VAN SPACES =
1
1
LATEST EDITION AS AMENDED.
PROPOSED USE:
GOVERNMENT FACILITY UNION COUNTY
JURISDICTION:
REQUIRED BICYCLE PARKING: 1 SPACES/ 15 VEHICLE PARKING SPACES
10.
ALL PAVEMENT MARKINGS SHALL BE FOUR (4) INCHES WIDE UNLESS INDICATED
EXISTING TREE TO REMAIN
• �- PROPOSED SCREEN FENCE
OTHERWISE ON THE DRAWINGS.
BUILDING HEIGHT:
VARIES (SEE ARCH. SHEETS) STORIES: 1 (BOTH BUILDINGS)
BICYCLE SPACES:
REQ'D
REQUIRED
11.
CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS AS SHOWN
EXISTING FIRE HYDRANT
OH/U-EXISTING OVERHEAD UTILITY LINE
TOWN HALL: 84 SP =
5.6
6
ON THE PLANS.
BUILDING COVERAGE:
TOWN HALL - 22,031 SF
PS/P&R: 42 SP =
2.8
3
12.
CONTRACTOR SHALL SAW -CUT EXISTING ASPHALT PAVEMENT AREAS TO TIE IN
14
# OF PARKING SPACES
PROPOSED STANDARD DUTY ASPHALT PAVEMENT
PS/P&R - 12,667 SF
SMOOTHLY TO PROPOSED PAVEMENT AT DRIVEWAY ENTRANCES.
34,698 Total Sq. Ft.
13.
REFER TO ARCHITECTURAL PLANS FOR ACTUAL BUILDING DIMENSIONS.
CENTERLINE
PROPOSED HEAVY DUTY ASPHALT PAVEMENT
LOT SIZE: 18.406
Acres
14.
THE ENGINEER WILL PROVIDE THE CONTRACTOR WITH AN ELECTRONIC FILE OF
®
ACCESSIBLE RAMP
ZONING: R-40
15
THESE DRAWINGS UPON REQUEST.
CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES ALL
• • B
PROPOSED BOLLARD
PROPOSED GRAVEL PAVEMENT
1111
YARD REQUIREMENTS:
EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE
Setback (front): 40
Ft. from R/W,
OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE OWNER.
Side Yard (L): 20
Ft. Side Yard (R): 20
Ft.
16. STOP BEFORE YOU DIG. CALL 811. IT'S THE LAW.
Rear Yard: 30'
Ft.
17. HEAVY DUTY PAVEMENT SHOWN ON THIS PLAN IS CAPABLE OF SUPPORTING AN
REQUIRED BUFFERS:
80,000 LB FIRE TRUCK.
Front: NO / YES
Ft. Rear:
(QY YES Ft.
18. ALL ROAD IMPROVEMENTS AT WAXHAW MARVIN ROAD AND KENSINGTON DRIVE TO
Side (L): NO / YES
Ft. Side (R):
QO / YES Ft.
BE COORDINATED WITH NCDOT PRIOR TO CONSTRUCTION.
Know what's below.
Call before you dig.
PROPOSED VEHICULAR CONCRETE PAVEMENT
PROPOSED ASPHALT OVERLAY NORTH
40 0 20 40 80
SCALE: 1 "=40'
adWaorrk;+nr+S
environments life
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
� benesch
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.benesch.com
P 704.521.9880
Corp. NC License: F-1320
Project#17.000405
WAXHAW
TOWN
CAMPUS
4220
WAXHAW MARVIN RD.
WAXHAW, NC 28173
CONSTRUCTION
DOCUMENTS
SITE PLAN
DATE 1.7.2022
PROJECT NO 20051
REVISIONS
NO DATE DESCRIPTION:
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.
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C200
SHEET NUMBER