SW3220302_Plansheet - Proposed Conditions_Site Plan_20220308

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UNDERGROUND POWER
WATERSHED LINE 50.47'
WS-IV CRITICAL GAS LINE —
CABLE LINE
� � �--�----------�- ��' � EX. WATER
SEWER PUMP
_/,♦ 11 METER GAS LINE
< ° I CABLE LINE
1025.00 UNDISTURBED TREE LINE 30.8' °
N 83°20'00" E (TYP.)
WALL II (In- � 1 I1 ` I 1 J
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20' EX. UNDISTURBED 68.4'
. 5' _-- _ ,J
PROPSIDEWALK
LIGHT DUTY ASPHALT PAVING BUFFER —
_ TO BE USED IN PARKING
SPACES (TYP.)
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' CONCRETE FLUME �0SETBACK
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_ PROP. 5' SIDEWALK 3' ° —
21
PROP. RETAINING WALL 5' I
(BY OTHERS) O
1!11111111111 I'll 5' ° 8� PROP. DUMPSTER
LAKE NORMAN LUTHERAN CH.
DB 555-731
—WATERSHEL .�
— NOT IN WATERSHED
R5'
UNDISTURBED BUFFER
\ 4�
174'
TRUCK COURT
FLUSH CURB
4.775 AC +- 60'
DB 2990-634 1
FUTURE MANUFACTURING
BUILDING 12,000 SF
PROP. 5' SIDEWALK
(COORDINATE W/ ARCH PLANS
FOR DOOR LOCATIONS)
R5' PROP. 18" CURB J
AND GUTTER (TYP.)
PARKING SPACES
R35'
53'
— R20' 3
\ R35'
5 _
5' 1\J.J
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\qf� \ HEAVY DUTY 12, 15 R15 PROP. 18" CURB ASPHALT
C ASPHALT AND GUTTER (TYP.)
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I HEAVY DUTY
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ACPPAI T
LOADING DOCKWELL
R5'
24 v PROP. EOP
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♦ Ds' 6, R5' ' — 10' CLASS C LANDSCAPE BUFFER
R5' 24
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PROP. EOP I
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UNDISTURBED TREE LINE
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CROWN ATLANTIC CO. (TYP.)
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♦ UNDISTURBED
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BUFFER
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20' CLASS C LANDSCAPE BUFFER
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SITE DATA TABLE
LOCATION:
1417 N HWY 16 BUSINESS DENVER, NC 28037
PARCEL SIZE:
4.494 AC
ZONING:
PD-I
OWNER:
PSA DENVER LLC
3850 FERNANDINA ROAD
COLUMBIA SC 29201
EXISTING FRONT SETBACK
15MIN - 90' MAX
EXISTING SIDE SETBACK
15'
EXISTING REAR SETBACK
30'
EXISTING BUILDING USE
RETAIL, GUN RANGE & CLASSROOMS
EXISTING BUILDING SIZE
17,030 SF
EX. BUILDING ADDITION SIZE
5,203 SF
PROPOSED BUILDING USE
INDUSTRIAL MANUFACTURING
PROPOSED BUILDING SIZE
12,000 SF
REQUIRED PARKING SPACES
56
PROVIDED PARKING SPACES
81
FEMA MAP #
3710460300J
FEMA EFFECTIVE DATE
8/16/2007
SOIL TYPES
CeB2 AND Ud
WATERSHED
0.50 AC WITHIN WS-IV CRITICAL WATERSHED AS SHOWN
SITE LIGHTING BY OTHERS & SHALL COMPLY WITH LAND DEVELOPMENT STANDARDS
LEGEND
PROJECT BOUNDARY
BUILDING HATCH
PROPOSED BUILDING
CURB AND GUTTER
FULL DEPTH ASPHALT
— —
— — — — — BUILDING SETBACK
0
SIDEWALK
IRRIGATION CONDUIT
EXISTING SURVEY
HEAVY DUTY PAVEMENT
STOP 11
STOP SIGN W/ XX PARKING ROW
O COMPACT
HANDICAPPED
WHITE STOP BAR COUNT
CAR SPACE
PARKING SYMBOL
R1-1
S 87°29'58"W 213.17 ,pF
PARKING REQUIREMENT SUMMARY
EX. BUILDING AND PROP. ADDITION
• 9,000 SF OF RETAIL, CLASSROOMS AND
WAREHOUSE AREA
• 9,000 SF X 3'00
= 30 SPACES
• 20 GUN LANES X 1 SPACE PER LANE = 20 SPACES
• 30+20 = 50 SPACES
PROP. BUILDING
• INDUSTRIAL MANUFACTURING WITH 6
EMPLOYEES DURING GREATEST SHIFT
• 6 SPACES
TOTAL PARKING SPACES REQUIRED = 56 SPACES
GENERAL NOTES:
1. PART OF SITE LIES IN EASTERN LINCOLN DEVELOPMENT DISTRICT (ELDD)
2. A CLASS C LANDSCAPING BUFFER WILL BE REQUIRED AROUND THE PROJECT BOUNDARY
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND
LINCOLN COUNTY REGULATIONS.
IMPERVIOUS SUMMARY
ITEM
SQUARE
FOOT
ACRES
PERCENTAGE OF
TOTAL SITE
TOTAL SITE AREA
195,759 SF
4.494 AC
N/A
EXISTING BUA
50,545 SF
1.16 AC
25.82 %
EXISTING BUA TO BE REMOVED
16,572 SF
0.38 AC
8.47 %
EXISTING BUA TO REMAIN
33,973 SF
0.78 AC
17.35 %
PROPOSED BUA
70,025 SF
1.61 AC
35.77 %
TOTAL NEW IMPERVIOUS
103,998 SF
2.39 AC
53.13 %
IMPERVIOUS NET CHANGE
53,453 SF
1.23 AC
27.31 %
TOTAL PERVIOUS
91,761 SF
2.11 AC
46.87 %
60' RIGHT OF WAY
PER DEED BOOK 787-339
(30' EACH SIDE OF BOUNDARY)
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IAPPROX. LOCATION OF EX. 1-STORY METAL BUILDING
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ENCLOSURE
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PROP. 5SIDEWALK
5' 1
R 16'
CIAL BUILDING FFE: 847. I rn =
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ONE STORY COMMER ➢ Z' I
EX. BUILDING ° Z 1
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17,030 SF ° ➢ o II O 0-
R5' 7) R5' —/
PROP. EOP
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NEW ADDITION , ° �iI
5,203 SF O
EX. DRIVEWAY \
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ADD SIDEWALK FOR 1 I
ASPHALT PARKING AREA NEW DOOR 46.7 —I
15' SETBACK
50,14' V
525.26
S 86°1538"W
70
THE INVESTMENT CO.
DB 2224-807
PB 15-417
SITE
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VICINITY MAP
SCALE: N.T.S.
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE
PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO
BEGINNING CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED
ACCORDING TO STANDARDS OF THE DEPARTMENT OF TRANSPORTATION.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART
1926 SUBPART P, OR AS AMENDED.
Know what's below.
Call before you dig.
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REVISIONS:
CO3 - SITE PLAN.DWG
PROJECT NUMBER: 221011
DATE: 2/4/2022 DRAWN BY: KIW
CO3 12
SHEET OF
CO3 -SITE PLAN.DWG -PLOT: Kennedy -WED. 2-16-2022 8:46 AM