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EXISTING
AVIATION DRIVE RELOCATED OVERHEAD EXISTING yy1P�
/ UTILITY LINE HARGRAVE ROAD o
(CONTRACTOR TOOf
EX. OVERHEAD COOANDRDINATE AS ASSOCIATED EX. POWER/UTILITY VARIABLE WIDTH PUBLIC R/W ti��F
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SIGHT TRIANGLE z
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POLE (SEE 'C5' LOS SHEETS) PER STD. 10.40E (TYP.) PER STD. 10.17A
3430Toringdon Way
8 Suite 110
79.6' 75' 83.3' THROAT WIDTH 56.8' 75' 125' THROAT WIDTH Charlotte, NC 28277
: - - - - _ - - - - - o 5' SIDEWALK - - phone [phone]
( ) R25' R25 � fax [phone]
I o ! o R25' N R25' _ TYP.
no no no - - � - - _
i°- - - - - - - - - � 2.5' CURB & GUTTER
�CURB TRANSITION PER -n - flu - PER LIDS 1010 SIGHT TRIANGLE license number: C-0293, C-187
VCDOT 846.01 (TYP.) O �-�_ DIRECTIONAL CURB RAMP PER NCDOT "-"-■-.-. -x-N---x- (SEE 'C5' LOS SHEETS)
GC TO COORDINATE g 5' > STOP SIGN DIRECTIONAL CURB RAMP TYPE 1 DTL. "
RELOCATION OF �►- \ - _ _ _ _
FENCE BEHIND R/W ` - - - _ 15' SETBACK
/ m - STOP SIGN www.mcadamsco.com
Z AIR/VACUUM PUMP 1.5' CURB & GUTTER
P PROPOSED ROW & 1' I 7-ELEVEN MONUMENT 0 STATION LING PLAN -PER LIDS 1010 - - _ _
/ CONSTRUCTION EASEMENT I I(SEE SIGNAGE PLANS) o _
/ 16.5 16.5 7-ELEVEN
ENTRANCERUCK 28.1'= I27.5' i I CLIENT
II / PER
CURB & GUTTER � � �
I PER LIDS 1010 I R10' R 0 z I I CStore Holdings III, LLC
STANDARD w
9 I R20' M PAVEMENT R50' � ( I i 801 EAST BLVD.
1.5' SPILL CURB PER o I CURB TRANSITION I CHARLOTTE, NORTH CAROLINA 28203
/ LIDS 1010
- 31.3 ? I PER LIDS 10.14
// EX. FENCE M I = ® .- - 18'X8' TRANSFORMER i7
w I' ° FUELING CANOPY ' I PAD 2' VALLEY CURB II
I NI I I a PER LIDS 1011 I SITE DATA
va a I a (SEE FUELING PLANS) �•` I
o' I I `rl I. • : ACREAGE:
' T I CURRENT PIEDMONT HARDWOOD LUMBER COMPANY,JACOB& T1 T �7
46' r � 9'� ~_� ; STORMWATER CONTROL OWNER: LACEE NICHOLS,CHARLENE P.HARRIS 5.36AC CROSLAl V D
I I I FUTURE EV I R30' I I REFER TO SURVEY FOR DB AND PG ` ._ / SOUTHEAST
I / SWITCHGEAR STRIPED in MEASURE I cn �
I / TURN DOWN CROSSWALK 20 X110 ACCESS PIN:6704 04 90 7177,6703 02 99 7992,6703 02 99 7795,6703 02 99 9965,
I EX. PROPERTY I CURB PER (TYP.) 5 7 .6' EASEMENT (SEE "C9" SHEETS) I 6704 04 90 8001,6704 04 90 9171,6704 04 90 7450,6704 04 90 6365,6704 04 90 5381
I I I LINE (TYP.) STD. 12 (TYP.) I I m 6704 04 90 9340,6714 03 00 0119
I Piedmont Authority For Regional Transportation STRIPED R6' R3 L R3 I ADDRESS: HARGRAVE RD&HARGRAVE LN
PID: 6704-04-90-9340
o I CROSSWALK I 11' 11' R20'
DB. 1639, PG. 0617 R15' CURB TRANSITION 1 CURRENT ZONING: BUISNESS
Zone: B (TYP.) R3' A fvlRE 1.5' SPILL CURB PER PER STD. 1.0 I CURRENT USE: COMME CIAL
I Area: 39,727 S.F. %.1. .• LIDS 1010 (REFER TO C8.01) I PROPOSED USE: CONVENIENCE STORE/RESTAURANT
I I I or 0.912t Acres FUTURE EV " 1I
CHARGING STATIONS fJ BUILDING GROSS FLOOR AREA: 4,650 SF
oo6 0 0 0 0 0 0• o ° :0 b o tl o •o o: a o�•oE-100 0
EXISTING ILq
R3' !00 R3' CONCRETE SLAB (REFER J SIDE YARD.
RD 10,
i &HARGRAVE LN SETBACK:
FUTURE EV UTILITY 0 TO FUEL PLANS FOR
HARGRAVE LANE I I I TRANSFORMER + : R3 o ADA SIGNS o �, ' SPECIFICATIONS) - - - - - - - - - - - - -- I REAR YARD: 15'
r 15' SETBACK - I TRUCK PARKING: 13 SPACES
60' PUBLIC R/W I I • : 7-ELEVEN STORE ° CAR PARKING: 44SPACES
I CURB TRANSITION -
I PER LIDS 1010 I 24' :;2 0 4,650 SF 24• w :e •.
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SHED (TYP.) :.° $; ° .24'.:• ©I '. : : I \ L1
I ®I DRAINAGE MAINTENANCE C) fV
GREASE CONTAINER R3' - cfl 93.4' o !' R3 UTILITY EASEMENT �� GENERAL NOTES. I�
EX. OVERHEAD / (�
UTILITY LINE (TYP.) I I HEAVY DUTY , co. r. I NO TRUCK �. (V Q
TRASH CONTAINER ASPHALT PAVEMENT I I PARKING SIGNS \ 1. CONTRACTOR TO REFER TO FAA PLAN FOR ADDITIONAL MEASURES O
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' I DUMPSTER ENCLOSURE WITH i R3' .•.. o:.. ;. . �. �/ J
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AND TRASH (SEE I ■ -9:.�• * :: I \ ° ° w O
ARCHITECTURAL PLANS) R8' R3' ADA RAMP PER R3' I U 1.5' CURB & GUTTER Q
EX. POWER UTILITY / RECYCLING CONTAINER ,j 5, STD. 10.31A 6" DEEP MOUNT I M co > Q
/ � - CURB TRANSITION BOLLARD PER N PER STD. 1010
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POLE (TYP.) / - - - - o PER STD. 10.41A STD. 2A HEAVY DUTY I D = Z Q U
/ "TRUCK PARKING ASPHALT PAVEMENT _
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ONLY' SIGN _ R40' I O L.I.
15' SETBACK - - - - - - - - � 4 • ��.� ( n
EX. R/W (TYP.) / TRUCK RATED WHEEL STOP 1.�' SPILL ChJRB�PER Imo, 1.5' CURB & GUTTER I COPPLEY MADELINE ET ALS SEWELL GAIL C O
/ URB TRANSITION �. LIDS.1040 e PER LIDS 1010 I PID: . 2178, PG. 23 1 z
(SEE DETAILS) PER LIDS 1010 I' I, I DB. 2178, PG. 2351
/ � • .�• I Zone: B z v
7-ELEVEN & TRUCK / f / I�'o'.I: I Area: 39,988 S.F. Q
ENTRANCE SIGN / / R10' R100' Q I'
/ 'DIE$EL°FUf�ING�CAN �Y1 I or 0.918t Acres W W � z
/ (SEE FUELING'PLftNS)
� 1.5' CURB & GUTTER ��I••B .� HEAVY DUTY
PER LIDS 1010 `11r �•� ASPHALT PAVEMENT O
8E
STOP BAR (TYP.) I `I W O v 1 M Z
3'X3'X4" CONCRETE PAD / M
FOR TRASH RECEPTACLE 0 � /
FiEAW DUTY , I'. I I EX. PROPERTY J
(TYP.) // CONeRE P PAVEMENT �. .j R75' LINE (TYP.) O 1`L ASPHALTYPAV PAVEMENT J': I I 7-ELEVEN MONUMENT EXISTING U
0 � � �� • .� � � (SEE SIGNAGE PLANS)
MARLIN DRIVE
CURB RAMP PER /
NCDOT 848.05 / / , 15' SETBACK
M R300' - - - - - - - - - - - - - - - - - - - - 1
/ U 40 PUBLIC R/W
/ // < I / / no EX. POWER/UTILITY _ 10 _ _ _ _ _
1.5' SPILL CURB PER j / -POLE (TYP.) _ -
ADA RAMP PER I LIDS 1010 EX. POWER/UTILITY , � - - - - - - - - - - - - - -
NCDOT 848.05 o I POLE (TYP.) / c
POWER/UTILITY �0
POLE (TYP.) - - - - - - - -
� � - of- - - - n0 - - - n0 no - - .�,I \A CARO<,,��'�.
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EX. OVERHEAD �;' • ' �:
EX. POWER/UTILITY I 1 // loll / / / vo UTILITY LINE (TYP.) O THE JOHN MCADAMSR ••: Z
POLE (TYP.) CURB TRANSITION / / vo ' m ' O
PER LIDS 1023 // / / ;� :COMPANY, INC..
C-0293vo
5' CONCRETE \ STOP SIGN / / / / / �� 9 F •••••••''�r0���
SIDEWALK PER \ \ R50' ��G�� A� /' / / ,,,o0 I A�,,,,,
NCDOT 848.01 \ z
SIGHT TRIANGLE
(SEE 'C5' LOS SHEETS) \ �� / / / /� , EX. OVERHEAD \`�� N CAR/ UTILITY LINE (TYP.) �� 4
o �O� 1.5' CURB & GLITTER / / // c° O9 S�O.,/�i
PER LIDS 1010 , g / / EX. POWER/UTILITY GRAPHIC SCALE �;'�� 'L °•� 'v i
0. SEAL
o �` \ / /, POLE (TYP.) 0 20 40 80 = • Q ��•e
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l inch=40ft.
2 \ \ .�/' EX. R/W (TYP.)
EXISTING / SITE LEGEND
DIXON STREET \� ,/ ,/�
REVISIONS
b 60' PUBLIC R/W SIGNAGE
LIGHT POLE NO. DATE
o
o EX. R/W (TYP.) \ j� / POWER POLE
o \ /
N
\ / CURB TRANSITION / / TRAFFIC DIRECTIONAL ARROW
PER LIDS 102 3 /
bD EX. POWER/UTILITY c� ACC ACCESSIBLE PARKING STALL
POLE (TYP.) `
VAN VAN ACCESSIBLE PARKING STALL
XX PARKING SPACE COUNT
PLAN INFORMATION
bD 0 STANDARD ASPHALT HEAVY DUTY ASPHALT STANDARD CONCRETE HEAVY DUTY CONCRETE ACCESSIBLE RAMPS
PAVEMENT SECTION PAVEMENT SECTION PAVEMENT SECTION PAVEMENT SECTION PROJECT NO. CPR22007
TYPE(Z TYPE© TYPE© FILENAME CPR22007-OAS.DWG
° �3" ASPHALT SURFACE COURSE,TYPE S9.5B
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�1.5" ASPHALT SURFACE COURSE,TYPE S9.5B • • • • • • • • • • ACCESSIBLE ROUTE CHECKED BY MDD
0
PHASE LINE
�3" ASPHALT INTERMEDIATE COURSE, 11.09C DRAWN BY JRD
6" PORTLAND CEMENT CONCRETE 10" PORTLAND CEMENT CONCRETE - - PROPERTY LINE SCALE 1"=40'
�8 AGGREGATE BASE COURSE - - -
w (4000 PSI, AIR-ENTRAINED) �(4000 PSI, AIR-ENTRAINED) RIGHT-OF-WAY LINE
DATE 02/20/2023
- - - - LOT LINE
SHEET
o - - EASEMENT LINE
a -
�10 AGGREGATE BASE COURSE
g COMPACTED SUBGRADE CENTERLINE
SITE PLAN
HEAVY DUTY
--*-6" AGGREGATE BASE COURSE --*-6" AGGREGATE BASE COURSE ASPHALT PAVEMENT
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d
COMPACTED SUBGRADE ° STANDARD CONCRETE PAVEMENT
COMPACTED SUBGRADE COMPACTED SUBGRADE
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0 a °
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION