HomeMy WebLinkAboutNCC230362_Site Plan or Location Map_20230209116 AIR FORCE WAY,
KURE BEACH, NC 28449
DEQ EROSION CONTROL SUBMITTAL
ISSUED DATE: 05.10.22
RE ISSUED DATE: 06.02.2022
SITE
VICINITY MAP
SCALE: 1" = 500'
A _,
SITE DATA
PROJECT NAME:
FORT FISHER 116
SITE ADDRESS:
116 AIR FORCE WAY, KURE BEACH, NC 28449
COUNTY:
NEW HANOVER
RIVER BASIN:
CAPE FEAR
DISTURBED AREA:
4.59 AC
EXISTING IMPERVIOUS AREA:
209,001 SF
PROPOSED IMPERVIOUS AREA:
227,629 SF
CIVIL ENGINEERING - GEOMATICS
STEWART
223 S. WEST STREET FIRM LICENSE #: C-1051
SUITE 1100 www.stewartinc.com
RALEIGH, NC 27603 PROJECT #: L20001
T 919.380.8750
STEWART INC. - CIVIL ENGINEER STEWART INC. - GEOMATICS
CONTACT: NATALIE CARMEN, PE CONTACT: FRANK G. MUNDY, II, PLS
PROJECT ENGINEER DIRECTOR OF GEOMATICS
919.866.4776 (T) 919.866.4806 (T)
919.380.8752 (F) 919.380.8752 (F)
NCARMEN@STEWARTINC.COM FMUNDY@STEWARTINC.COM
SHEET INDEX
C0.00 COVER SHEET
CO.10 GENERAL NOTES
C1.00
EXISTING CONDITIONS PLAN
C2.00
DEMOLITION PLAN
C3.00
SITE PLAN
C4.00
EROSION CONTROL NOTES
EROSION CONTROL PLAN PHASE 1
C4.01
C4.02 EROSION CONTROL PLAN PHASE 2
C4.03 EROSION CONTROL PLAN PHASE 3
C4.10 NPDES PLAN PHASE 1
C4.11 NPDES PLAN PHASE 2
C4.12 NPDES PLAN PHASE 3
C4.20 NCG01 PLAN
C9.10 EROSION CONTROL DETAILS
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NOTES:
1. THE UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE LOCATIONS AND ARE BASED ON
ABOVE GROUND FEATURES, PHYSICAL EVIDENCE, PAINT MARKINGS PROVIDED BY STEWART. THE
SURVEYOR DOES NOT GUARANTEE THAT ALL EXISTING UNDERGROUND STRUCTURES SUCH AS
UTILITIES, TANKS, PIPES, ETC. ARE LOCATED HEREON, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED. NO EXCAVATIONS WERE MADE BY THE SURVEYOR TO LOCATE ANY
BURIED UTILITIES OR STRUCTURES.
2. CONTACT NC 811 REGARDING UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR
CONSTRUCTION.
3. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING: UNDERGROUND
STORAGE FACILITIES; HAZARDOUS WASTE DEPOSITS OR MATERIALS OR WETLANDS OR BURIAL SITES.
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE
NOTED.
5. THE HORIZONTAL DATUM IS N.C. GRID NAD 8312011.
6. THE VERTICAL DATUM IS NAVD 88 IN U.S. SURVEY FEET. THE CONTOUR INTERVAL IS ONE FOOT.
7. THE PROPERTY LINES SHOWN HEREON ARE FROM NEW HANOVER COUNTY GIS. PROPERTY DATA
SHOWN HEREON FROM TAX DATA.
8. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A CERTIFIED TITLE REPORT AND THEREFORE
THE PROPERTY SHOWN HEREON MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHT-OF-WAYS,
EASEMENTS, RESTRICTIONS OF RECORD, OR OTHER ENCUMBRANCES NOT OBSERVED OR SHOWN
HEREON.
9. DATE OF SURVEY: 01/29/2020 THRU 03/12/2020 AND 01/14/21.
10. THIS SURVEY IS IN ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE
FLOODPLAIN) AND ZONE AE (EL 13) (0.2% ANNUAL CHANCE FLOOD HAZARD) ACCORDING TO FEMA
FLOOD MAP NUMBER 3720302800K, MAP REVISED AUGUST/28/2018.
.yA i4wel_l1:9iI�-191 IT/M7_10G7_TK�i�1
I, DURWARD S. LEGGETT, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY MADE UNDER
MY SUPERVISION; THAT THIS GROUND SURVEY WAS PERFORMED IN ACCORDANCE
WITH THE MINIMUM STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA; THAT THE RATION OF PRECISION IS 1:10,000 +; THAT THIS SURVEY WAS
PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRAPHIC/PLANIMETRIC
SURVEY TO THE HORIZONTAL ACCURACY OF CLASS "AA" AND VERTICAL
ACCURACY TO THE CLASS "C" STANDARD.
I FURTHER CERTIFY THAT THIS SURVEY WAS BASED ON HORIZONTAL AND
VERTICAL CONTROL POINTS DETERMINED FROM AN ACTUAL GPS (OR GNSS)
SURVEY MADE UNDER MY DIRECT SUPERVISION AND THE FOLLOWING
INFORMATION WAS USED TO PERFORM THE SURVEY:
HORIZONTAL POSITIONAL ACCURACY: 0.10 FEET
VERTICAL ACCURACY:.10 FEET
TYPE OF GPS: RTK/VRS
DATE OF SURVEY: 01/29/20
HORIZONTAL DATUM/EPOCH: NAD83(2011)
VERTICAL DATUM: NAVD 88
PUBLISHED/FIXED-CONTROL: NGS "NEW 4"
GEOID MODEL: GEOID12B
COMBINED FACTOR: 1.00012895
UNITS: US SURVEY FEET
APPROXIMATE
DIRECTION
ASS
SSMF
TOP 11.4E
INV N 8" PVC = 3.2E
INV W 4" PVC = 3.9'
INV E 8" VCP = 3.9E
INV S 8" PVC = 3.16 Co
Co
APPROXIMATE
DIRECTION
. a SEAL `
L-5085 _
•ry 1/21/21
UR
//11qRD' S.11 t IS
�O`�
APPROXIMATE
DIRECTION
STEPS
1
OHW
SSMH TO SSMH \ DIRECTION �P �G / CANNON -a4 X4" WOOD POST
NOT TO SCALE � U } \ 15PC / �
Z ' SLOPED /�� 0 12P
\- -j `. 7 W C,/` ANCHOR \ \ \ \ I / '
SS U CONC. fix / �- -ONC. ® 0 Z 0 CON-LDG.13
. CONC. 2 20 \ \ I I J
OHW SS ( 5 % BOx
ED TPED \ F OK W I I I \ k W WV \ I C.
4
I TP 7 S H FF=196' v.67 -� \ l 2 I
SSMH I , APPROXIMATE S � PAD Goy _ t`� t \ \ �23 OHW \ \ W C ' / • / FEMA FLOOD
TOP 14.18 �l DIRECTION 22PC \ U ASPHq XT UDED -O FO '- E M \ CONIC.\ OHW BOUNDARY LINE
INV N 8" PVC = 9.82 F \ LT �N�, -URB f! DECORATIVE E PAD OHW I / / / 44/ /
INV NE 6" PVC = 12.56 / C s E U
INV E 4" VCP = 8.73 l l E TIMBER - -CONC. BLOCK WALL CONC. 2� XTRUDED -O j ' (Z NE X)
INV SE 4" PVC = 8.32 / 20PC BENCH WALL f NC' CURB I ( MINIMAL f'LOOD RISV O /-y/
44
INC W 8" VCP = 7.13 ' 1 / 18LI SPHALT
z J �20 COVERED
0 A
TIMBER 0 O R0CI<� \ I I l Q / 2( 0.2% ANNUAL CHANCE
15PC U CONC. PADS CONC. CAR PAINT MARK I I0 FLOOD HAZARD
'"U(
/ STOP (TYP.) (TYP.) \ / I I I / STEPS INLET CONC. 1 STORY / fir`
0
CO W / � TOP 17.36 FP PAD BRICK I I / _4
C, - t
BENCH WITH INV 6" VCP =14.21 TIMBER / FF=21.76
LANDSCAPE gpO INV 8" VCP =13.37 CONC.
CONC.
f SLOPED ^ TIMBER (TYP.) Z ABOVE GROUND S�
APPROXIMATE ~ / CONC. LI_ - BFP PROPANE TANK
DIRECTION 15P¢'1 I WITH CO �. PAD
TIMBER � 6LI CONC.
F Li � 0 PAD Iry r
PO a ^co01
STEPS CONC. i �p NOj
/ J ttt /
� Li 18PC ��.�H 10TRE WALL Ci BLDG. 117 ( / /
CONC. F 0 BLDG.116 I ( UNDERGROUND ^1 /J
CONC. BLDG. BLOCKY GAS LINE U ) `-°
Lo
Li CONC. CONC. FF=23.45 z ^
�WM U �L F f UNIDENTIFIED O 0/ /Q
U � CONC. / UTILITY �`�,J � � E
/ T / T ATDIRECTION
ROXIMATE/ /
DIRE OXIIMATE I y \ O �� U U ^� GENERATOR WITH / / \ CT /
N D °i BRICK U DECOR IV TIMBER LI -� T CONC. PAD /r
CON I (TYP.) U BLOCKVALL ` I CO SSMH 8u / / / / \ ( E /
INLET C. U 1 CONC. STEPS TOP 18.18 APPROXIMATE U 2L � ( 'k
TOP 9.50 �0 \ 1� 8LI 2p
INV N = 5.66± � / o, � N INV NE 8" VCP =13.58 DIRECTION OF H / / H / E
INV W = 5.88± SLOPED \ 15PC/ I INV SE 4" DIP =15.90 LINE {Z1 ,20
��� INV SW 8" VCP = 13.58 0' H
INV S = 5.51± \ CONC. / o2 CONC. • E SSMH
1 BLDG. 125
(PIPES RECESSED) / \ �- \ 6' WOOD FENCE Z 4 L FF=22.94 FF=19.89 sLl E / 1 STORY BLOCK MH / TOP 14.92
\CON- `� /6.86
�� O TIMB R I SSMH FF=18.80 " 3" CLOSE/ INV N 8" = 12.2
/ EA - INVN4"=12.29
INLET TOP 9.79 \ \ TIMBER TOP 18.84 TIMBERS SIGN/LANDSCAPE (UNKNOWN) ` CONC. ` `PIPES / J INV S INV W " .44
79 MH UNKNOWN /
ro II ` \ 1 / INV NE 8" VCP =14.36 H I J / /
INV BOX = 5.33 18PO TIMBER E- TOP 18.84 v
O \ j CONC. INV SW =14.28 Q -�.• ASP ALT INV E 8" PVC 15.58 I
(PIPES RECESSED) ^o ` -E TIMBER s = 12CEDAR
1 ,I! E 4" PVC =15.62 /
Z , Q INV S 8" PVC =16.12 24PA M %
\ UO GO CONC.
-17-WOOD ROCKS/LANDSCAPE INV S 4" PVC =16.27
G
CONC.
DECK FF=17.60 TIMBERS
\ Lu CONC 18 HH Eq CONC. ^ (SE LED)
HH CO \ E I ~
T P 15
Q \ f- N " I DECORATIVE 10TRE DRIP LINE Fq �� ^cD/ l I W T
a ASPHALT \W BLOCK WALL ELEC. CONC HH _ II E / Co WQ /
g Z I I I PANELS CONC.
O o 0 � I I I MH (UNKNOWN) O \
f HEADWALL
EA r
a a 3 TOP 17.13 �2 gTREE CONC. ASPHALT BROKEN BLDG. 136 ASAREA USED
STORAGE /
a r INV N 8" PVC =13.47 �, I EXTRUDED 1 STORY
18PALM Q O �� I I I I ,INV N 4" PVC =13.50 �� RAMP EXTRUDED O�`� CONC. CURB METAL 1 / l
BRICK INV E 4" PVC =13.51 CONC. CURB �. O O FF=17.79 CO C / 12.47
CONC. W I I I I I INV E 8" PVC =13.51 17 /// /
co 18" RCP
18PALM
I I I I I
S RIPRAP
/ I /
POST W �� ,- APPROXIMA- \fir CONC.
LEGEND ` DIRECTION OF u \ ASPHq / l
E
-u-
SIGN
®
STORM YARD INLET
®
SEWER CLEANOUT
OS
SEWER MANHOLE
®
WATER MANHOLE
WV
m
WATER VALVE
FIRE HYDRANT
OP
BACKFLOW PREVENTOR
O WM
WATER METER
®
TEL-COM PEDESTAL
TPED
0
MANHOLE UNKNOWN
CWP
0
CABLE MARKER
®
POWER MANHOLE
❑T
TRANSFORMER
TELEPHONE MANHOLE
OH
HANDHOLE
GUY WIRE
J¢f
LIGHT POLE
4
LANDSCAPE LIGHT
0
UTILITY POLE
(�
HANDI-CAP SYMB
®
AIR CONDITIONER
•
BOLLARD
MB
0
MAILBOX
,!'
E • � _PALM
PALM
_PINE
0- PINE
PINE
0- OAK
OAK
Q-LI
CREPE MYRTLE
0 _PC
`0
BRADFORD PEAR
BUSH
LET TOP 9.18
L OF WATER)
(ZONE X)
MINIMAL FLOOD RISK /
� 0.2% ANNUAL CHANCE
OFLOOD HAZARD /
0
C) WOODS
l \A FEMA FLOOD /
SSMH \ BOUNDARY LINE
p TOP 15.28 \ /
\ INV NE8"VCP =8.01
INV 10.42 INV SW 8" VCP =7.98� \ /
15" RCP 1 _
CONC. U \
\ j� HEADWALL V /
-- � � ANCHOR LINE
I ` �
PROPERTY LINE FROMTHE HANOVER COUNTY GIS
WOODS
� <
r' \ _ �� NEW
�. T FO 81-I WV\
48TRE O F `
\ 7p APPROXIMATE F / O
�- U �U DIRECTION
24LI
EA �/15TREE WOODS O
ASPH
\ \_ \ 48TREE SS ALT
~ `_ -12 - / 0 12TREE 4V RCP 8.82 WOODS L - G�Eg ERI V ERFRO/V ROAD
24PINE
14- `
%/24PALM / ` f� FO
-13- \ \ �� O - GRASS �� S
INV 11.45 /J GJQ� ISLAND WITH
7/ Ci14r� ` a
� G Fp EXTRUDED SS
\ IN5"11.08 RCP HEADWALL EA .14- -7 \ 13\ \\ \ \ 24" RCP ` /� 10LI P �pGO� �6 ICON . CONC. CURB `w f ` S
CONC. \ SIGN \ ' \ ON JO 0,
WAL ` S�
- - \ \ J �Q f
U - ---- ,. � EA \ � � 1 FO �� 24PALM
55 FO I O# SSMH `
_ ill U FO \ / G� TOP 15.28
12 - CONC. /` 10LI 8LI INV NE 8" = 7.82
CWP - 13 J 1U ASPHALT HEADWALL/ / FO INV SW 8" PVC =7.76 14
1 � Fp FO T RIVERFRONT EA `'' FO C/j
-- -16- FO ROAD N O �- -15EA FT0 J
18QA �\ 24QA '\ POST -17- �� \ls F\ F � T EA CONC. � T FO / cop 24TREE - 24TREE I HEADWALL l /
JJ �3 22TREE (7)21TREE
`QFO MT�0 24QA ®\ 0 12TREE T P I O
\�8 j � 20TRE���.� � CONC. CAR TP - F F = FO 600AK J /
20TREE�, 20TREE `\ I STOP (TYP.) SIN/LANDSCAPE �� FO ~TPED - I
¢��3� -16, TI BERS r 3.1 FO T TPED
\ F � j 24QA 020TREE � � � � � \ O� INV 1 31. 2 / T CWP Y V ATER TOP 1MANHOLE � j - 19 -� Y ` \ / l
/ \ 24" RCP / J WATER STRUCTURE Co CWP
24�E /
1 p � /03 \ � '-- G
TIMBER z \' J
U-15 /-- -��� O 300AK
ICD 19
8PC J I Q / -16 12PINE l /
u� 0 7 _ Lf \ \ �_ I J f CONTROL POINT #2
c CONC. 9� o / \ \ - 17 _- I I f / MAG NAIL
coo
�7 W BLDG. 134 I I p -19 \, 48OAK
\ BFP 1 STORY I I �- -20 O
F W BLOCK ASPHALT X 1
FF=19.45 V �� o> DECORATIVE Lu / `,� \ WOOD
�c �� APPROXITE BLOCK WALL / / / ROPE F NE CE / DECK
� MA
I I I I I I W ----EtN�EW -17- EA LT Fq
• FP FLAG POLE I O' 'WIND
I I ss COVERED i SOCK / / NCGS MONUMENT
- O - CHAIN LINK FENCE I I I CONC. ; - l' 17� _� / / / / INV 12.29 "NEW 4"
�W"A\ \ PICNIC AREA a `_ CO I / 18" RCP FES
TREELINE I PULISHED DATA
I 0 BF P J - - - 16- / / % NAD83/2011
T N 79080.91
ASPHALT UNDERGROUND TELEPHONE LINE I O GRILL �~ -"" --- -� ``"` �1 � - -
I ❑ \ / / ' / E 2325183.75
FO UNDERGROUND FIBER OPTIC LINE BASKETBALL (TYP) \
COURT TOILETS \ \ I EL 5.41 NAVD 88
-GAS- UNDERGROUND FUEL LINE I O ASPHALT 1 STORYLOCK O \ \ \76 / /l CONTROL POINT #3 C.F. 1.00012895
LL TENNIS FF=16.72 U MH (UNKNOWN) \76 \ i MAG NAIL CONTROL POINTS GROUND LOCALIZED ABOUT NCGS MONUMENT "NEW 4"
G UNDERGROUND GAS LINE I U COURT CONC. \ ASPHgLT TOP 17.49 CONC \ / ' / �O INV NE 8" PVC =14.08 BETE STRIP
E UNDERGROUND ELECTRIC LINE = U ` a_ INV NE 4" PVC =14.18 -
O 0 `` 17 INV W 4" PVC =13.92
W
UNDERGROUND WATER LINE
-SS-
SANITARY SEWER LINE
-SD-
STORM DRAIN LINE
-OHW-
OVERHEAD WIRES
U
UNIDENTIFIED LINE
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
RCP
REINFORCED CONCRETE PIPE
VCP
VITRIFIED CLAY PIPE
CLF
CHAIN LINK FENCE
CONC.
CONCRETE
BLDG.
BUILDING
EA
EDGE OF ASPHALT
FF
FINISHED FLOOR
FES
FLARED END SECTION
MGS
MAG NAIL SET
1
SSMH
TOP 16.92
INV E 8" PVC = 11.30
iniv c p" ON - 4 4 05
Co ) EXT ED INV W 8" PVC =13.75
' RUp
5T SSMH _ CONC CONC.CUR13
TOP 16.42 HH -17E �- U 0 ASPHALT /
INV NW 4" PVC =12.34 -°_
INV NE 8" PVC =11 96
INV SW 8" PVC =11.95
OO CONC.
SSMH
- l
TOP 16.17
INV N 8" PVC =8.51 W 0ALUMINUM PANEL Co
�
INV W 8" PVC =4.19 ® PANEL RAMP /
SS INV SE 6" PVC =10.23 /
METAL BLDG.
INV E 6" PVC =12.16 1 STORY
FF=19.11 �, f
/ COMMUNICATION �^ FEMA FLOOD
RISER _ BOUNDARY LINE
Co
Co Co
0.2% ANNUAL CHANCE
SS /� FLOOD HAZARD
O \
-SS SSMH /ZQ (ZONE X)
TOP 15.57 MINIMAL FLOOD RISK
APPROXIMATE INV N = 4 \
INV NW 4" PVC VC =11.48
LINE INV NW 12" PVC =5.31 i2
DIRECTION OF \
4 \
p ! 30
a
O
pz
� I
2 I 3 I 4 I 5
CONTROL POINT TABLE
GROUND COORDINATES
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
2
85918.36'
2328831.62'
14.77
MGS
3
85577.92'
2328697.67'
15.87
MGS
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
LS�P
434 FAYETTEVILLE STREET SUITE 1700
RALEIGH, NORTH CAROLINA 27601
TEL. 919.829.2700 FAX 919.829.2730
WWW.LS3P.COM
MILCON PROJECT NUMBER: 94360-371901
NC SCO PROJECT NUMBER: 19-21526-01BA
STEWART
223 S. WEST ST., #1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750
A RO
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SEAL 'Z:
049487 =
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U22 JUNE 02
COPYRIGHT 2020 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
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No.
Description
Date
1 06.02.2022
REVISED P
KEY PLAN:
SHEET NAME:
TOPOGRAPHIC
SURVEY
DATE: 05.09.2022
DRAWN BY: RM
CHECKED BY: SL
SHEET:
clsoo
CONSTRUCTION DOCUMENTS
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1HEAVY DUTY
`I CONCRETE
PAVEMENT
RAMP AND HANDRAILS
W
ATCH EXISTING
ASPHALT
APPROXIMATE LOCATION OF
UNDER GROUND ELECTRICAL
BURIED 36"
STORMWATER
\ WETLAND
\ TP
REFER BtALDING 134
DRAWINGS FOFTI_ORK /
WITHIN THIS LINE
REFER BUILDING 134
DRAWINGS FOR
8" HIGH EXPOSED
EGATE CONCRETE
r
CURB
1 �
STAIRS (4 RISERS) AND C9.02
HANDRAILS
^T
1
8" HIGH EXPOSED C9.01
AGGREGATE CONCRETE
CURB
EXISTING UTILITY
STRUCTURE TO REMAIN
EXISTING
BASKETBALL
COURT AND
EXTENT OF STORMWATER —
WETLAND. SEE SHEET C5.00.
� �E o
FLUSH CURB AND RAMP TIE INTO EXISTING ASPHALT
RESERVED: VIP
4
RESERrf .STAFF
QSERQ:STAFF
DUTY
TREE PROTECTION FENCE, RESERVED: N
TYP. — —
I
11
AVY DUTY CONCRETE PAD 9.00
CpVN��C'\� AND RELOCATED HISTORIC
OM�N�N�W NPNpv�R CANNON
E — —
TIE INTO EXISTING ASPHALT
EXISTING GRASS ISLAND WITH
LIMITS OF DISTURBANCE EXTRUDED CONCRETE CURB
a�
_ EXISTING EDGE OF ASPHALT
o�
�P 1�c CWP
NEW POSTS AND SINGLE
SWING GATE
AIR FORCE WAY
1.5" S9.5C ASPH, LT OVERLAY
LIMIT OF DISTURBANCE, TYP.
TOTAL AREA:.4.13 ACRES
1 llmV I,VIVI,IIL 1 L \
SIDEWALK TO REMAIN-
0C7
z
EXISTING TRAILER \
TO REMAIN
m �> \
0
z \
w
0 15 30
�? SCALE: 1" = 30'
1 12 13 14 15
J
60
NORTH
SITE LEGEND:
SYMBOL DESCRIPTION
DETAIL
REFERENCE
PROPOSED BUILDING
SEE ARCH. PLANS
'.'. PROPOSED CONCRETE SIDEWALK
3/C9.00
PROPOSED CONCRETE PAVERS
5/C9.00
- PROPOSED ASPHALT
1/C9.00
PROPOSED HEAVY DUTY CONCRETE
3/C9.00
PROPOSED HEAVY DUTY CONCRETE
PAVERS
6/C9.00
PROPOSED RIVER ROCK
7/1-6.00
PROPOSED 8" CURB
1/C9.01
PROPOSED FLUSH CURB
2/C9.01
EXPOSED AGGREGATE
7/C9.02
CURB
PROPOSED CROSSWALK
N/A
ASPHALT OVERLAY
1/C9.00
PROPOSED SIGN
4/C9.01
H/C PROPOSED ADA PARKING SPACE
4&5/C9.01
m PROPOSED SEATWALL
8/C9.02
0 PROPOSED CIP WALL
6/C9.01
PROPOSED WHEEL STOP
3/C9.01
_ _ _ _ _ _ _ ACCESSIBLE ROUTE
N/A
SINGLE SWING VEHICULAR GATE
10/C9.02
o—V PROPOSED LIGHT
REFER TO
ELECTRICAL DRAWING
• ATFP REMOVABLE BOLLARD
8/C9.01
® BOLLARD AND SLEEVE
10/C9.01
TABLE AND CHAIR
11/C9.02
• FLAGPOLE
7/C9.01
TP TREE PROTECTION FENCE
N/A
LIMIT OF ALTERNATE #3
N/A
LIMITS OF DISTURBANCE
N/A
PA PLANTING AREA
N/A
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND SITE NOTES.
2. ALL EXTERIOR PARKING SIGNAGE TO MEET NCDOT
SPECIFICATIONS.
3. PARKING LOT STRIPING TO BE THERMOPLASTIC.
SITE ANALYSIS NARRATIVE
• THE NC NATIONAL GUARD LEASES BUILDINGS FROM SEYMOURJOHNSON
AIR FORCE BASE, WHICH OWNS THE SITE. THE PROJECT PROPOSES
REPLACEMENT OF AN EXISTING BUILDING THAT WAS DAMAGED DURING A
HURRICANE.
• THE PROPOSED BUILDING IS REQUIRED TO FIT WITHIN THE
LIMITS OF THE
EXISTING BUILDING 116 IT IS REPLACING.
• NEW PARKING AREAS AND DRIVEWAYS ARE PROPOSED IN THE LOCATIONS
OF EXISTING PAVED AREAS. EXISTING PAVEMENT SUBBASE
IS ANTICIPATE
TO BE REUSED.
90 PARKING SPACES
5 ACCESSIBLE SPACES
(52 ALT #3)
TOTAL SPACES 142 + 5
LS0
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No.
Description
Date
1 06.02.2022
REVISED PI
KEY PLAN:
SHEET NAME:
SITE PLAN
DATE: 05.09.2022
D RAW N BY: J P
CHECKED BY: DB
SHEET:
C100
s CONSTRUCTION DOCUMENTS