20231591 Ver 1_More Info Received_20240312

WHITE
OAK RIVER
NC /HWY 58
LETIER LOOP RD
VICINITY MAP N.T.S.
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BACKPACK FRIENDS
STORAGE BUILDING
MAINTENANCE
BUILDING
C
= 41 ,213 SF
A PORTION OF THIS LOT HAS BEEN DETERMINED TO MEET THE REQUIREMENTS FOR DESIGNATION AS A WETLAND, STREAM, OR
STREAM BUFFER. ANY SUBSEQUENT FILL OR ALTERATION OF THIS AREA SHALL CONFORM TO THE REQUIREMENTS OF THE RULES
ADOPTED BY THE STATE OF NORTH CAROLINA IN FORCE AT THE TIME OF THE PROPOSED ALTERATION. THE INTENT OF THIS
'PROVISION IS TO PREVENT UNAUTHORIZED WETLAND AND STREAM IMPACTS; THE PROPERTY OWNER SHOULD NOT ASSUME
THAT A FUTURE APPLICATION FOR PROPOSED IMPACTS WILL BE APPROVED BY THE STATE. PROSPECTIVE BUYERS ARE CAUTIONED
THAT PORTIONS OF THE LOTS SHOWN ON THIS PLAT ARE RESTRICTED IN USE BY THE JURISDICTION OF THE UNITED STATES ARMY
CORPS OF ENGINEERS 404 WETLANDS REGULATIONS. INDIVIDUAL LOT REVIEWS ARE ENCOURAGED. VERIFICATION OF LOCATION
AND RESTRICTIONS SHOULD BE MADE PRIOR TO INDIVIDUAL LOT DEVELOPMENT.
FIELD #1
240-00
L0r
AREA=2
w
404
WETLAND IMPACT
#2
= 0.08 AC:
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— —
— — — — — — — — — __---------�
50' STREAM BUFFER
-- -
127.92
.\ TOP OF BANK
S57037' 52 "W 1 . 1 2
190.16
166.07
N660 '02
N56°19'49"E
N58°18'19"E \---- ---
TOT4LI
LINE IS CENTER OF GODBY
BRANCH NOT MONUMENTED N69° •18 - •'
Og�1g
NOTES:
1) TOTAL TRACT
AREA BY POINTS - 1,306,557 = 29.94 AC
80°,9.�9
2) ZONE B-1
(CLEARED FARM FIELD, VACANT)
N/F
S3
CAMA LAND
USE = LIMITED TRANS I ST I ON
0 L D/B/A HUMPHRIES
3'),
EXISTING
AND ADJACENT LAND USE: WOODED/FARM LAND, FUTURE BUSINESS PARK
D.B. 665 PG. 73
PIN: 537602673683000
�I
3) NUMBER OF
COMMERCIAL LOTS: 3
AVERAGE LOT
SIZE = 48,296.35 SF
LEGEND SMALLEST LOT SIZE = 44,875.30 SF
4) SETBACKS:
0 EXISTING WETLANDS FRONT = 40' (TYP I CAL )
SIDE = 1 0'
PROPOSED N0. 57 STONE REAR = 20'
7) PROPERTY TO BE SERVED BY ON -SITE SEPTIC AND OFF -SITE SEPTIC.
PROPOSED ASPHALT AND PUBLIC WATER SYSTEM BY WEST CARTERET WATER CORPORATION.
PROPOSED CONCRETE 8) THERE IS NO RIGHT TO BUILD UPON OR OTHERWISE IMPROVE ANY
OF THESE LOTS UNTIL A VALID WRITTEN IMPROVEMENTS PERMIT HAS
------- CENTERLINE BEEN OBTAINED FROM THE HEALTH DEPARTMENT AS REQUIRED BY
STATE LAW. CONTACT THE CARTERET COUNTY ENVIRONMENTAL
HEALTH DIVISION CONCERNING LOT SUITABILITY FOR ON -SITE
SHEET # 3 OF 12 SUBSURFACE SEWAGE TREATMENT AND DISPOSAL SYSTEMS.
PROJECT #: PM2934-003A 9) WETLANDS VERIFED BY THOMAS CHARLES OF US ARMY CORPS.
DESIGN FILE #:Construction Drawings 2 Wetlands Permits.dgn
.0 0 0 .• 4
•
04 WETLANDS
BATHHOUSE
PROPOSED WELL
a
G
IMPERVIOUS AREA CALCULATIONS
HIGH DENSITY DRAINAGE AREA CALCULATION
DRAINAGE AREA DESCRIPTION
AREA (SF)
IMPERVIOUS AREA DESCRIPTION
AREA (SF)
LOT 1=
LOT 2=
50,094
LOT 1 IMPERVIOUS AREA (85%) =
42,580
50,094
LOT 2 IMPERVIOUS AREA (85%) =
42,580
LOT 3 =
44,867
LOT 3 IMPERVIOUS AREA (85%) =
38,137
LOT 4OFF-`,ITEPOND DRAINAGE AREA=
124,706
LOT 4 IMPERVIOUS AREAS
PROPOSED BUILDINGS =
7,260
ASPHALT PARKING =
65,372
CONCRETE SIDEWALK =
3,468
TOTAL HIGH DENSITY DRAINAGE AREA
269,761
TOTAL PROPOSED IMPERVIOUS AREA =
199,397
PROPOSED IMPERVIOUS AREA % =
73.92%
LOW DENSITY SPORTS
COMPLEX AREA CALCUATION
LOT 4 LOW DENSITY AREA =
996,899
SF
BUILDINGS =
31,480
SF
ASPHALT PARKING =
58,915
SF
CONCRETE SIDEWALK =
7,768
SF
TOTAL PROPOSED IMPERVIOUS AREA =
98,163
SF
PROPOSED PERCENTAGE IMPERVIOUS
AREA =
9.85%
m•
I
TOTAL PROJECT IMPERVIOUS AREA CALCULATION
TOTAL PROJECT AREA = 1,266,660 SF
TOTAL PROJECT PROPOSED IMPERVIOUS SF
AREA = 297,560
TOTAL PERCENTAGE IMPERVIOUS AREA = 23.49%
F `
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N/F
0 L D/B/A HUMPHRIES
D.B. 665 PG. 73
PIN: 537602673683000
REVISIONS:
Na BY DATE DESCRIPTION
I CC JJ224 PER DWR
N/F JB5 PROPERTIES, LLC
D.B. 1788 PG. 251
M.B. 34 PG. 536
PIN: 537601479582000
SITE PLAN
CRYSTAL COAST SPORTS
COMPLEX
WHITE OAK TWSP., CARTERET COUNTY, NORTH CAROLINA
CLIENT: JB5 PROPERTIES LLC DESIGNED:
CDF
ADDRESS: 1455 W. CORBETT AVE DRAWN:
SWANSBORO, NC 28584 CDF
PHONE: [phone] CHECKED:
CIVIC
TIHIIE CULLIP H(ER GROUP, P.A. APPROVED:
THE
& SURVEYING SERVICES CIVIC
151A HIGHWAY 24 DATE:
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 01 /19/24
-✓� 4 SCALE:
1
CHARLES M. CULLIPHER, P.E.