SW3210503_Site Plan Exhibit_20210709

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Impervious Calculation:
58,890 sf Existing Impervious to be Removed
58,240 SF Proposed Impervious
650 SF Reduction in Impervious Surface Area
LIGHT POLE
SIGN
-W - -W
Ex. Crosswalk FDC WATER
VAULT
=IRE HYDRANT
--- -_ --_
SIGN
Parking Calculation:
Required: 1.6 spaces per classroom or 1 space per 3 auditorium seats,
whichever is greater.
Provided: 48 classrooms (42 classrooms + 6 mobile classrooms),
no auditorium
48x1.6=77 Spaces Required
97 Spaces Provided
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Site Notes:
1) Applicant:
2) Site Acreage'.
3) Parcel Number:
4) Current Zoning:
5) Soils:
6) Disturbed Area:
7) Drainage Basin
Union County Public Schools
Attn.: Keith Benton
201 Venus Street
Monroe, NC 28112
Phone: [phone] x6765
Keith. [e-mail]
29.92 Acres
04-282-001 A
Union County RA-40
TbB2 & CmB
2.4 Acres
Site drains to a tributary draining to Glen Branch
— X X
- - X �_"`_,-- rRM----._, FM ---_ Pro osed 5' ed ADA
ELEC
-TR-AM7MER \ FM --la compliant
SEPTIC p PUMP may- \9� FM - `-W-.._—_� ➢
BOX -' u _
NLTCH l 36"Oak SIGN - y __`' �,- NT ,
Id Osl ` GRAVEL _ FM 6O P FM R VE -
c HVA ..'r : ;:;c Public R/W d 1 E A //
.. t: ;-. s.• • ro ose stop
- -- BUItUILDING J l - 4 Proposed ----P-wposed stairs bar. --" rnl�o_
ONCESSIONS p W
GH with han ra�Ti F /
Site Notes CONCRETE (Crpb)and gutter See detail on C7 Roc-- _�� / 3 w _ _w
x :.;.-N _ T_ �� sheet C-7.1. WATE / I - - C
1) All boundary and topographic information was taken from 1 I / _ _ __ AUL w
a survey by Lawrence Associates, PA. a ' 8 —t— -- I&-frorrt sert�acr< _ _ i METER-
2) All improvements and construction shall be in accordance I / 20 �jjj _W� -
with state and local standards. I I ® 'tor d Bu rive pac r- - - 1o°Mo le I 1 SIGN
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3) Any discrepancies found in the field shall be called to the ( a„Maple/�-
attention of the owner prior to proceeding with the work. x w
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4) Prior to beginning construction, the contractor shall verify x I I e POWER P ANOU�r
that all required permits and approvals have been I x $ Proposed �_ a POLE
obtained from all regulatory authorities. I I c ryp- striping. -_�_ wnT
ME R
5) The contractor shall contact all owners of easements, DUGOUT xl j +_ ® Prop sed 18" curb an gutter-(typ.. /
utilities, and right-of-ways, public and private, prior to BRICK 1 idew sidewalk O ��/
working in these areas. I ' \ Slope s a to $-
;_, cv O l
6) Contractor shall maintain the site in a manner such that I x �� be flush with G-'2-> asphalt. lop sid wa to ! /
workman and the general public shall be protected from I , -P \ ,� 62 Faculty spaces fl sh itn a/
Injury. LIGHT POLE ass phalt.
a a \ Proposed wheel,
7) Do not scale drawing for actual dimensions, as it is a I �f \� Qa / /
\ stop (►yP) X /
reproduction and subject to distortion. X I I EX. ASPHAL IPA o / *Coe
IRRIGATION8) Refer to sheets C-3.0-C-3.1 for grading and drainage. I / VALVE �s
9) All storm drainage pipe must be NCDOT approved and 4 LIGHT POLE:' " (P
classclass 3 or greater.
10) All debris is 9 to be disposed of at an approved offsite
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location. I a-_ Q� / 4"Maple
11) All proposed sidewalks are to be ADA compliant.
48"Oak w /
I - — x — 8"CM
x I M 0°C/
x I "cM s°cM 8°CM 8°cM Existing curb and er to rema n,
I
I a i E CTRIC 8"CM M "CMMETANO
a /
I I T ANSFORMER \ 8-"-iAP„CM 10"CM
x � "CM g"CM /
- Q
Paving Legend: � � � � s"Houy � �
8"Holly 3 }
W o triping and cross
walk. Proposed hadicap spaces
• � � I 18"Cherry 18"Cherry ¢ � ,
x x " CLEANOUT and cross walk to be ADAi
i a ` Proposed Sidewalk J I I — ROOF OVERHANG CLEANOUT 3 CO 8"
nt. Proposed dtampster ad.
4'1 Concrete (4,000 psi) I 1 a — Q Proposed Leavy D ty,Concrete
y,• ; ' ° 6 Aggregate Base Course (ABC) LIGHT POLE x I 3 ,�
8" Concrete (4,010 phi)
• I CONCRETE �cLEANouT 6" Aggregate Ba a ourse (ABC)
a I I� #4 Reba/r at 12" O. . each way.
Q
Proposed Standard Duty Asphalt
I i METAL I W Concrete to b i ailed on 0.010 Poly
See detail #4 on sheet C-7.0. I x GHT POLE CANOPY 4
x � I 689.03 FIFE � o`�' Vapdr Barrier w' Broom Finish and
a I \ + Liquid Curep. ck apron area to have
3/4" dowel, (( ide smooth) installed at
Proposed Heavy Duty Asphalt I x I \\ ' e"CrepeM to Ex. AS LT
all control/torts. BRICK
I I 'S EX. CONCRETE STORAGE
See detail #5 on sheet C-7.0. I W BUILDING
° \ I ELECTRIC
x --- TRANSFORMER AC ,POWERPJY
z
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' CONCRETE MAIN SCHOOL BUILDING
Proposed 2" Asphalt X x i AS HAL z BRICK/MASONRY BLOW E N ••a ` •: / POLE TANK
a
a / I 8 CrepeMyrtle Q X. FENCE A. /
X_X_ K
F � a � P sad � � � PIN: 04-282-001A X. GRAVEL
UNION COUNTY BOARD X
stripin4(
689.03 FIFE OF EDUCATION / ;
Proposed 18" 5950/162 1�1 x
Proposed 8' high fence to match
curb and gutter.
existing.
sTORncE / � Ex. GRAVEL CLEANOUT B4ic E Proposed 20' diameter Gaga ball pit.
BUILDING / e CLEANOUT CONCRETE SlppyygL� x x x x , BUIL ING
sT0 E Contractor to install a 30'x30' turf pad on
3" of 78 stone on compacted subgrade.
I I EX. GRAVEL o SEWER I LIGHT
���
I METAL CANppy c 1 MANHOLE ,, WE
II EX.�#2L PO \
CONCRETE WqL = ` Existing double gate to remain.
a -
I i �I
\ CLEANOUT MOBILE a POWER I / I
Prop¢sed relocated gate with panic bar
4"crep611 `fie CLAS ROM % POLE CLA SR MOBILE I `�' hardware.
TRAILERLIGHT POLE( ! o ' MOBILE TRAILER I Q/ Existing gate with panic hardware
_ I cLassRooM / / to ,be relocated. Contractor to install a 6
TRAILER r _ _ y\ wide gate with latch in this area.
I CLEANOUT
_ JI,
x— X -- X— x• CLEANOUT r \ I a
LIGHT POLE
-P - -P ELECTRIC ` STEPS
I II Iy ELECTRIC
ONCRET ESIDEWALJ(ELECTRIC CLASSROOMS
TRANSFORMER C
TRANSFORMER BRICK
\ I
BUILDING SEWER U MANHOLE / EX. GRAVEL POWER }
POLE
a i 688.97 FIFE CLASSROOMS FFE CLASSROOMS //
\ TIN STt�RAGE /e GUY WIR
I i BRICK BUILDING \ B DING/ /
I
i 688.98 FFE / ! 1-4/
a \ CLEANOUT SVWER /
/AANHO�� EX. GRAVEL /
CLEAOUT f / / } PUMP STATION
SIGHT POLE - p _ _ CLEANOUT Q• \ / }
l -- -P--- -p- _ % }
I CON RE-
LIGHT SIDEWALK \—P _
O• CLEANOUT GUY WIRE
I \ GUY WIRE
6 -gyp P----P-- --P----P--%P� --P-- /e POWER
-P --POWER v / 1P - / POLE
I MOBILE a p POLE 18"Ook
° i c CLASSROOM MOBILE H MOBILE ! , ER fstl WIRE
I CLASSROOM STEPS
TRAILER TRAILER CLASSROOM �p POLE,-' +
Lr, TRAILER "—P _ . -P /
r`n F ^ .
rl`FF -LF
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p ELEC C ELECTRIC BOX
r TR FORMER ON POST
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
1 inch = 40 ft.
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