NCC221060_Site Plan or Location Map_20220404

BENCHMARK
NCGS 7214"
ELEVATION: 20.18'
NAVD 1988
SITE PLAN KEYNOTES
S1
INSTALL 24" CURB & GUTTER AS SHOWN (SEE DETAIL ON SHEET C14).
S11
INSTALL 24' WIDE MANUAL DOUBLE LEAF GATE AS SHOWN.
S2
INSTALL 6' CHAIN LINK SECURITY FENCE ALONG PERIMETER OF SITE (SEE DETAIL ON SHEET C14).
S12
INSTALL HEAVY DUTY ASPHALT IN STORAGE YARD AS SHOWN (SEE DETAIL ON SHEET C14).
S3
INSTALL HEAVY DUTY ASPHALT IN DRIVE AISLES AS SHOWN (SEE DETAIL ON SHEET C14).
S13
INSTALL 24' WIDE MOTORIZED SWING GATE AS SHOWN.
PROPOSED LOCATION OF ABOVE GROUND LIQUID PROPANE TANK WITH 6" PIPE BOLLARDS AT 4' O.C. SLAB TO BE 6" OF
S4
INSTALL LIGHT DUTY ASPHALT IN VEHICULAR PARKING SPACES (SEE DETAIL ON SHEET C14).
S14
4,000 PSI CONCRETE REINFORCED WITH #4 REBAR AT 12" O.C. EACH WAY OR WWM WITH 6" ABC COMPACTED TO 98%
S. P.
INSTALL 8" HEAVY DUTY REINFORCED CONCRETE PAVEMENT AS SHOWN SEE DETAIL ON SHEET C14. (OWNER MAY
S5
INSTALL 6" ABC STONE IN GRAVEL STORAGE YARD AS SHOWN.
S15
SUBSTITUTE ALTERNATE HEAVY DUTY PAVEMENT SECTION AND/OR MATERIAL, WITH THE APPROVAL OF GEOTECHNICAL
ENGINEER, BASED ON SITE SPECIFIC SOIL CONDITIONS)
INSTALL 10' WIDE CONCRETE APRON ADJACENT TO BUILDING @ 1/8" PER FOOT AWAY FROM BUILDING. EXTERIOR PAD
S6
TO MATCH INTERIOR PAD. (SEE STRUCTURAL PLANS FOR SLAB AND REINFORCEMENT DETAILS). INSTALL EXPANSION
S16
INSTALL 4' CHAIN LINK FENCE ALONG PERIMETER OF SCM WITH 12' WIDE DOUBLE LEAF GATE FOR ACCESS &
JOINT BETWEEN 10' TRANSITION SLAB AND HEAVY DUTY CONCRETE PAVEMENT.
MAINTENANCE.
S7
INSTALL 6' WIDE CONCRETE SIDEWALKS ADJACENT TO BUILDING AND PARKING.
S17
INSTALL 20' MANUAL DOUBLE GATE FOR SEWER ACCESS AND MAINTENANCE.
S8
INSTALL CONCRETE WHEEL STOP 30" FROM SIDEWALK/CURB TO TIRE SIDE OF WHEEL STOP
S18
CONCRETE CURB TAPER (TYP)
PROPOSED LOCATION OF FUEL ISLAND REINFORCED CONCRETE SLAB WITH 6" CONCRETE FILLED PIPE BOLLARDS @ 4'
O.C. SLAB SHALL BE 6" OF 4,000 PSI REINFORCED TURNDOWN CONCRETE SLAB WITH #4 REBAR 12" O.C. EACH WAY WITH
INSTALL ADA RAMPS WITH DETECTABLE DOMES. CHECK WITH LOCAL INSPECTOR ON TYPE AND COLOR OF DOMES AND
S9
6" ABC STONE COMPACTED TO 98% S.P. (WELDED WIRE MESH MAY BE USED FOR REINFORCEMENT. SEE STRUCTURAL
S19
FOR GUIDANCE ON RAMP COLOR/TINTING.
ENGINEER FOR WWM SPECIFICATIONS.
S10
INSTALL PERSONNEL GATE TO REAR OF SITE AS SHOWN.
11E - -
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N/F
JAYBIRD PROPERTIES,
LLC
DB. 1767 PG. 561
BM. 2108 PG. 439
PIN 8-206-4A-OOC
I
EX. SAN. SEWER MANHOLE
RIM: 20.86'
INV. OUT (8") = 13.88'
I
S16
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8" SAN. SEWER LINE
S 28°37'50" E
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351.50' (MH-MH)
x
5
APPROX.GAS
LINE LOCATION
EX. SAN. SEWER MANHOLE
RIM: 20.86'
INV. IN (8") = 12.51'
INV. OUT (8") = 12.47'
INV. IN (4")(N) = 17.60'
INV. OUT (4")(E) = 14.30'
0.00' S 61 °15'36" W
N/F
HERBERT S. POTTER
REVOCABLE TRUST
DB. 3504 PG. 1810
BM. 2108 PG. 439
PIN 8-206-8003
PROPERTY LINE TABLE
LINE
BEARING
DISTANCE
L1
N 28°44'24" W
50.00'
L2
N 28°44'24" W
50.00'
SCALE: 1" = 40'
40' 0 40'
I SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
VICINITY MAP
SOUTH BOUND LANES ♦� SCALE: 1 "=500'
US HIGHWAY 17 -
0
150' PUBLIC R/W CD
NORTH BOUND LANES
N/F
MARVIN WHEELER &
CHRISTY M WHEELER
DB. 2428 PG. 40
BM. 2108 PG. 439
PIN 8-206-4-026
EIP
N: 491622.93
E: 2554694.99
N 61'15'36" E 781.82'
k 50
N/F
HEZEKIAH HARPER &
TROMONA HARPER
e DB. 2973 PG. 27
/ o BM. 2108 PG. 439
o PIN 8-206-4-050
CIO k
� lk
�. 51
N/F
/ co CRYSTAL HORTON &
>c PATRICK HORTON
DB. 3071 PG. 2
/ Q k BM. 2108 PG. 439
PIN 8-206-4-051
N/F
NORMAN S. COLEMAN
DB. 2532 PG. 251
BM. 2108 PG. 439
PIN 8-206-4-027
N/F
CHARLES LAMONT RAYNOR
& SHAWNTA F RAYNOR
DB. 3437 PG. 190
/ BM. 2108 PG. 439
/ PIN 8-206-4-052
NPS
WOOD FENCE POST
28 IN CONCRETE 0.2'
EAST OF CORNER
N/F \MEGAN DEWAR
& KEVEN DEWAR
DB. 3271 PG. 250
BM. 2108 PG. 439
PIN 8-206-4-028
� S2
NOTE: ALL WORK MUST COMPLY WITH APPLICABLE NORTH
�O N/F CAROLINA BUILDING CODES, HANDICAPPED ACCESSIBILITY CODE
20 REAR YARD } ALLEN L. MILLET &
409.06 S 61o1536W CAROLINE H. MILLET VOL. 1C., AND WITH THE TOWN OF RIVER BEND, CRAVEN COUNTY
\
AND NCDOT STANDARDS, DETAILS AND SPECIFICATIONS.
DB. 3506 PG. 1632
44 / 45 46 O BM. 2108 PG. 439 O PIN 8-206-4-025
N/F / N/F 24 NOTE: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY
N/F •
NICOLE P. DAVIS 0 4 IF ANY CONFLICTS, INCONSISTENCIES OR AMBIGUITIES EXIST BETWEEN
GROVER G. MILLS GROVER MILLS
& DANIEL C. DAVIS / N/F \ ARCHITECTURAL, P.M.E., STRUCTURAL & CIVIL DRAWINGS & 1
DB. 3247 PG. 46 & TAMMY P. MILLS & TAMMY P. MILLS SPECIFICATIONS. IF HIDDEN SITE CONDITIONS ARE DISCOVERED /
DB. 3568 PG. 686 DB. 3568 PG. 686 CHRISTOPHER A LASALLE
BM. 2108 PG. 439 DURING CONSTRUCTION/DEMOLITION, CONTRACTOR SHALL OBTAIN
BM. 2108 PG. 439 BM. 2108 PG. 439 / & PAMELA ANN LASALLE
PIN 8-206-4A-044 / PIN 8-206-4A-045 / PIN 8-206-4A-046 DB. 2631 PG. 240 \ WRITTEN RESOLUTION PRIOR TO PROCEEDING WITH CONSTRUCTION. Know what's below.
BM. 2108 PG. 439 OTHERWISE, CONTRACTOR PROCEEDS AT THEIR OWN RISK. Call before you dig.
PIN 8-206-4-024
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FINAL DRAWING
RELEASED FOR
CONSTRUCTION
THIS ORIGINAL SHEET IS 24"X36", OTHER DIMENSIONS
INDICATE IT HAS BEEN ALTERED. ALL INFORMATION
REPRESENTED ON THIS SHEET IS THE PROPERTY OF
RED LINE ENGINEERING, P.C. UNDER PENALTY OF LAW,
THIS INFORMATION SHALL NOT BE DUPLICATED IN PART
OR WHOLE WITHOUT PRIOR WRITTEN AUTHORIZATION
FROM RED LINE ENGINEERING, P.C. 2022
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REVISIONS: DATE:
ISSUED FOR: DATE:
REVIEW/PERMIT 2/7/22
LLL�
PROJECT NO.: 21-014
DRAWN BY: TAIL
REVIEWED BY: GJM
SHEET NUMBER:
C3
OF 19 SHEETS