Circle K - R&R 2722720915 - Castle Hayne, NC - Revised Civil Plans 04-18-2024SITE PLAN SUMMARY
PROJECT:CIRCLE K - R&R 2720915 CASTLE HAYNE - NC
OWNERS:CIRCLE K STORES, INC.
PROJECT ADDRESS:5717, 5801 CASTLE HAYNE ROAD, CASTLE HAYNE, NC 28429
PINS:R01100-015-001-000, R01109-002-002-000, R01109-002-001-000
JURISDICTION:NEW HANOVER COUNTY
ZONING:B-2 (REGIONAL BUSINESS)
EXISTING USE:CIRCLE K W/ GAS SALES, VACANT
PROPOSED USE:CONVENIENCE STORE W/ GAS SALES & DIESEL SALES
FLOOD ZONE:NOT LOCATED IN FLOOD HAZARDS AREA PER FEMA MAP #3720323200K
(EFFECTIVE 02/16/2007)
PROPOSED PROJECT
AREA:6.22 AC.± (270,769 SF)
EXISTING LOTS 3
PROPOSED LOTS 2
DISTURBED AREA:5.3 AC.±
EXISTING IMPERVIOUS
SURFACE AREA:41,606 SF (15.4%)
PROPOSED
IMPERVIOUS AREA TO
REMAIN:
118,484 SF (2.72 AC.±)
TYPE OF BUILDING
CONSTRUCTION:CONVENIENCE STORE: V-B (NON-SPRINKLERED)
TYPE OF CANOPY
CONSTRUCTION:II-B
PROPOSED
CONVENIENCE
BUILDING SQUARE
FOOTAGE:
5,200 SF
VEHICLE PARKING
SUMMARY: REQUIRED
CONVENIENCE STORES W/ GAS SALES: 1 SPACE PER 400 SQUARE FEET OF GFA =
5,200 SF / 400 SF = 13 SPACES REQUIRED;
TOTAL = 13 SPACES (1 MUST BE AN ADA SPACE)
VEHICLE PARKING
SUMMARY: PROVIDED
23 PARKING SPACES +
1 ADA SPACES (1 ARE VAN ACCESSIBLE)
TOTAL: 24 SPACES
NA
D
8
3
VICINITY MAP
NTS
CIVIL ENGINEER:
TIMMONS GROUP
MIKE DAVIDSON
5410 TRINITY ROAD
SUITE 102
RALEIGH, NC 27607
MIKE.DAVIDSON@TIMMONS.COM
PH: (984) 222-1610
5717 CASTLE HAYNE ROAD
CASTLE HAYNE, NORTH CAROLINA 28429
NEW HANOVER COUNTY
DEVELOPER:
CIRCLE K STORES INC
ANDY PRIOLO
1100 SITUS COURT
SUITE 100
RALEIGH, NC 27606
APRIOLO@CIRCLEK.COM
PH: (919) 566-1714
FAX: (919) 777-5139
CIRCLE K STORES INC
PO BOX 52085
PHOENIX, AZ 85072
SITE PLAN REVIEW
OWNER:SURVEYOR:
RDC
11921 FREEDOM DRIVE
#1110
RESTON, VA 20190
PH:(703) 668-0086
ARCHITECT:
CIRCLE K - R&R 2720915 - CASTLE HAYNE, NC
FREELAND & ASSOCIATES, INC.
JAMES R. FREELAND, PLS
323 WEST STONE AVE,
GREENVILLE, SC 29609
PH:(864) 271-4924
GENERAL NOTE
ALL CONTRACTORS SHALL VISIT THE PROJECT TO FAMILIARIZE THEMSELVES WITH SITE
CONDITIONS PRIOR TO BIDDING OR CONSTRUCTION. BY SUBMITTING A BID, THE CONTRACTOR
AND HIS SUBCONTRACTORS ARE CONFIRMING THAT THEY HAVE VISITED THE SITE AND HAVE
INCLUDED IN THEIR BID ANY ADDITIONAL ITEMS OF CONSTRUCTION THAT MAY BE REQUIRED
DUE TO EXISTING SITE CONDITIONS.
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
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SITE
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
S1.0 ALTA-NSPS LAND TITLE AND TOPOGRAPHIC
SURVEY
S1.1 ALTA-NSPS LAND TITLE AND TOPOGRAPHIC
SURVEY
S1.2 ALTA-NSPS LAND TITLE AND TOPOGRAPHIC
SURVEY
C1.0 EXISTING CONDITIONS PLAN
C1.1 DEMOLITION PLAN
C2.0 SITE PLAN
C2.1 PAVING AND SIGHT TRIANGLE PLAN
C2.2 VEHICULAR CIRCULATION PLAN
C2.3 VEHICULAR CIRCULATION PLAN
C2.4 VEHICULAR CIRCULATION PLAN
C2.5 ROAD WIDENING AND STRIPING PLAN
C2.6 ROAD WIDENING AND STRIPING DETAIL
C2.7 CASTLE HAYNE ROAD-CROSS SECTIONS
C3.0 GRADING AND DRAINAGE PLAN
C3.1 SPOT GRADING PLAN
C3.2 SCM DETAILS
C3.3 SCM DETAILS
C4.0 EROSION CONTROL PLAN - PHASE I
C4.1 EROSION CONTROL PLAN - PHASE II
C4.2 EROSION CONTROL PLAN - PHASE III
C4.3 EROSION CONTROL PLAN - PHASE IV
C4.4 NPDES SPECIFICATIONS
C5.0 UTILITY PLAN
C6.0 LANDSCAPE PLAN
C7.0 NOTES AND DETAILS
C7.1 NOTES AND DETAILS
C7.2 NOTES AND DETAILS
C7.3 NOTES AND DETAILS
C7.4 NOTES AND DETAILS
C7.5 NOTES AND DETAILS
C7.6 NOTES AND DETAILS
C7.7 NOTES AND DETAILS
C7.8 NOTES AND DETAILS
C7.9 NOTES AND DETAILS
C7.10 NOTES AND DETAILS
C8.0 LIGHTING PLAN
C8.1 LIGHTING DETAILS
A2.1 EXTERIOR ELEVATIONS
RW.1 RETAINING WALL NOTES
RW.2 RETAINING WALL DETAILS
RW.3 RETAINING WALL DETAILS
SR
1
3
3
8
SR1338
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7
SR1002
SITE LAYOUT KEYNOTES
NUMBER DESCRIPTION
CS01 PROPOSED CIRCLE K CONVENIENCE STORE, REFER TO
ARCHITECTURAL AND MEP PLANS BY OTHERS.
CS02 TRASH ENCLOSURE AND BOLLARDS; REFER TO ARCHITECTURAL
PLANS BY OTHERS.
CS03 GAS CANOPY; REFER TO CANOPY PLANS BY OTHERS.
CS04 HIGH SPEED DIESEL CANOPY; REFER TO CANOPY PLANS BY
OTHERS. REFER TO DETAILS CK-350 AND CK-365.
CS05 MPD; REFER TO DETAIL CK-200 (TYP.).
CS06 UST TANKS AND PAD; REFER TO FUELING PLANS BY OTHERS
FOR PAD SIZING AND PAVING DESIGN.
CS06S UST VENT STACK; REFER TO FUELING PLANS BY OTHERS.
CS06B UST VENT STACK ATTACHED TO BUILDING; REFER TO FUELING
PLAN BY OTHERS.
CS06C UST VENT WITHIN CANOPY COLUMN; REFER TO FUELING PLAN
BY OTHERS.
CS07M
MONUMENT SIGN; FURNISHED AND INSTALLED BY OTHERS.
VERIFY EXACT LOCATION AND LOCATION BEFORE ROUGH-IN.
PERMITTED BY OTHERS.
CS07P
PYLON SIGN; FURNISHED AND INSTALLED BY OTHERS. VERIFY
EXACT LOCATION AND DESIGN BEFORE ROUGH-IN. PERMITTED
BY OTHERS.
CS08
DIRECTIONAL SIGN; FURNISHED AND INSTALLED BY OTHERS.
VERIFY EXACT LOCATION AND LOCATION BEFORE ROUGH-IN.
PERMITTED BY OTHERS.
CS09 AIR MACHINE; PROVIDE CONCRETE PAD. REFER TO DETAIL
CK-160 FOR PAD DIMENSIONS.
CS09W AIR AND WATER MACHINE; PROVIDE CONCRETE PAD. REFER TO
DETAIL CK-160 FOR PAD DIMENSIONS.
CS10 24" CURB & GUTTER; REFER TO DETAIL CK-120 AND CK-125.
CS11 30" WIDE CONCRETE COLOR BAND "ZERO REVEAL" FLUSH CURB;
REFER TO DETAIL CK-197.
CS12 LIGHT POLE (TYPICAL - PER LIGHTING PLAN);
CS13
ELECTRIC TRANSFORMER PAD; GC TO COORDINATE LOCATION
WITH LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION.
CS14 EXISTING SIGNALIZED INTERSECTION.
CS15 SIGHT DISTANCE TRIANGLE (REFER TO C2.1)
CS16 30"x30" R1-1 "STOP" SIGN
CS17 CO2 TANK AND STORAGE CABINET; 4'x4' STANDARD DUTY
CONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS18 BUILDING SERVICE ENTRANCE SECTION; 3.5'x7' STANDARD DUTY
CONCRETE PAD IF LOCATED IN LANDSCAPE AREA.
CS19 AIR COMPRESSOR PAD TO HOLD DIESEL CANOPY AIR
COMPRESSOR; 3'X3' STANDARD DUTY CONCRETE PAD.
CS20 OUTDOOR SEATING AREA; REFER TO PLAN FOR CONCRETE PAD
DIMENSIONS.
CS21 TWO (2) OUTDOOR SEATING TABLES. ONE (1) U-LINE H-2126R
SQUARE STANDARD & ONE (1) U-LINE 2671R SQUARE ADA.
CS22 CUSTOMER ONLY SEATING SIGN; REFER TO DETAIL CK-199.
CS23 DOG WASTE STATION; TO BE PROVIDED BY AND INSTALLED BY
CIRCLE K.
CS24 BICYCLE RACK; REFER TO DETAIL CK-198 OR LOCAL
REQUIREMENT.
CS25
FLAG POLE; REFER TO CONSTRUCTION SPECIFICATIONS AND
FOOTING DESIGN BY STRUCTURAL ENGINEER. REFER TO DETAIL
CK-315.
CS26
4" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND CK-197
(TYP.). CENTER ON ADA STRIPING. 6' ON CENTER SPACING.
REFER TO PLAN FOR COUNT.
CS27 6" BOLLARD AND COVER, REFER TO DETAIL CK-180 AND FUELING
PLANS FOR LOCATION AND COUNT (TYP.).
CS28
TRUCK ISLAND PYRAMID BOLLARD AND COVER, REFER TO
DETAIL CK-365 AND FUELING PLANS FOR LOCATION AND COUNT
(TYP.)
CS29
4" CONCRETE FILLED BOLLARD PAINTED SAFETY YELLOW (TWO
COATS); REFER TO DETAIL CK-310 (TYP.). REFER TO PLAN FOR
COUNT.
CS30
6' WHEELSTOP AND INSTALLATION HARDWARE; REFER TO
DETAIL CK-305 (TYP.). CENTER WITHIN PARKING STALL. REFER
TO PLAN FOR COUNT.
CS31
ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
CODES) R7-8A (MUTCD) MOUNTED IN A BOLLARD; REFER TO
DETAIL CK-185.
CS32
VAN ACCESSIBLE PARKING SIGN (TYPICAL - PER ADA AND LOCAL
REQUIREMENTS) R7-8A (MUTCD) MOUNTED IN A BOLLARD;
REFER TO DETAIL CK-185.
CS33 ADA ACCESSIBLE AISLE AND STRIPING, PER ADA AND LOCAL
CODES; REFER TO DETAIL CK-105.
CS34
ADA ACCESSIBLE PARKING SPACE AND SYMBOL STRIPING;
REFER TO DETAIL CK-105 AND CK-110. PER ADA AND LOCAL
CODES.
CS35 DIRECTIONAL TRAFFIC ARROW (PER LOCAL CODES); REFER TO
DETAIL CK-115 (TYP.).
CS36 RETAINING WALL WITH 4' TALL NON-CLIMBABLE FENCE. REFER
TO DETAIL CK-325, CK-340, AND WALL DESIGN PLANS BY OTHERS.
CS37 6' TALL WOOD FENCE. 20' GATES PLACED ATOP ACCESS
EASEMENTS. REFER TO DETAIL CK-355.
CS38 6' TALL BLACK PVC DIPPED CHAIN LINK FENCE. 20' GATES
PLACED ATOP ACCESS EASEMENTS. REFER TO DETAIL ____.
CS39 CROSS-ACCESS DRIVEWAY.
CS40 RELOCATED I-40E SIGN.
CS41 CANOPY COLUMN (TYP.); REFER TO CANOPY PLANS BY OTHERS.
CS45 EXISTING MID SIGN TO REMAIN; TO BE MODIFIED AND
PERMITTED BY OTHERS.
CS49 10'x20' VEHICULAR STACKING SPACE (TYP.)
CS50 ADA TRAVEL PATH STRIPING; REFER TO DETAIL CK-335.
CS54 CAT SCALE. REFER TO MANUFACTURER SPECIFICATIONS AND
DETAILS.
CS55 30"x30" R1-1 "STOP" SIGN AND 24" WIDE "STOP" BAR.
CS57 AIR MACHINE PAVEMENT MARKING; REFER TO DETAIL CK-165.
CS58 FREEZER PAD; 6" THICK STANDARD DUTY CONCRETE PAD;
EXTEND PAD 6" PAST THE OUTSIDE OF FREEZER BOX.
S01 EDGE OF PAVEMENT
S02 END CURB AND GUTTER
S03 SAWCUT LINE
S04 CONCRETE CURB
S05 END CONCRETE CURB
S06 END CONCRETE GUTTER
S07 4" THICK CONCRETE SIDEWALK; REFER TO PLANS FOR WIDTH
DIMENSIONS
S08 PARKING STALL STRIPING PER LOCAL CODES (TYP)
S09 CROSSWALK STRIPING; REFER TO PLANS FOR WIDTH
S10
EXISTING MONITORING WELLS; CONTRACTOR TO ADJUST THE
RIM ELEVATIONS TO MATCH THE FINISH GRADE. PROVIDE HEAVY
DUTY TRAFFIC RATED LIDS IF LOCATED IN PAVED AREAS.
S11 VARIABLE WIDTH SCM ACCESS AND MAINTENANCE EASEMENT
S12
SEGMENTAL RETAINING WALL TO BE DESIGNED BY OTHERS;
INSTALL 42" RAILING/FENCE WHERE WALL IS 30" OR GREATER IN
HEIGHT. WALL MATERIAL FOR WET CONDITION TO BE
DETERMINED BY STRUCTURAL ENGINEER
S13 PROPOSED VARIABLE WIDTH ACCESS EASEMENT
S14 PROPOSED 50' PUBLIC DRAINAGE EASEMENT
V
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OHP
OHP
OHP
OHP
X
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
OHP
OHP
TREE LINE
EIP 3/4"
OPEN TOP
@ 263.60'
PT.
EIP 1/2" OPEN
TOP BENT @ 419.85'
EIP 3/4" OPEN
TOP @ 112.12';
0.81' LT OF LINE
EIP 1/2"
OPEN TOP
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
E
7.5' CHAINLINK
FENCE
TPED
EIP 1/2"
CRIMP TOP
@ 240.20'
IPF 1/2"
REBAR @ 420.07';
0.32' RT OF LINE
EIP 1/2" REBAR
@ 463.68';
0.13 RT OF LINE 6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
EIP
1/2"
REBAR
MWELL
MWELL
MWELL
CIRCLE K
SIGN
MWELL
MWELL
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
UTMKR
TPED
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
DA
S
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D
W
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DO
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DIRT
EIP 1"
OPEN TOP
EIP 1/2"
CRIMP TOP
HWY R/W SIGN
30' FROM C/L
NO PARKING
SIGN
MAILBOX
GRAVEL
TPED
UTMKR
TBM
MAG NAIL
ELEV=19.78'
DIRT
ROAD
EIP 1/2"
OPEN
TOP
6.5' WOOD
FENCE
EIP 3/4"
OPEN TOP
BENTEIP 1/2" OPEN
TOP BENT
IN ROOT
EIP 1/2"
REBAR
EIP 5/8"
REBAR
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
DIRT
ROAD
DIRT ROAD
MAG NAIL
SET
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
EIP 5/8"
REBAR
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
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20
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S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
EIP 1/2"
SOLID
ROD
EIP 1/2"
CRIMP
TOP
ED
G
E
O
F
R
O
A
D
ED
G
E
O
F
R
O
A
D
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
IPF MONUMENT
"CASTLE"
DISTURBED; NO DISK
N 219897.5401
E 2331812.6786
ELEV=20.15'
SIGNALIZED
INTERSECTION
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
NIP 5/8"
REBAR
P.O.B.
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
N6
°
1
5
'
4
2
"
E
4
2
1
.
7
0
'
S83° 40' 09"E
313.45'
S67° 4
2
'
4
3
"
W
483.3
2
'
N83° 42' 33"W
192.13'
L
1
3
N6
°
2
0
'
3
2
"
E
3
3
0
.
1
5
'
S83° 39' 54"E
305.69'
S5
°
5
6
'
3
6
"
W
3
3
0
.
1
4
'
20
0
.
5
3
'
S5
°
5
6
'
3
6
"
W
2088
2089
2090
2091
20922093
2095
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
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22052206
220722082209
2210
2211 2212
22132214
2215
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2218 2219
2220
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2222
2224
2225
2226
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2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
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22442245
2246
224722482249
2261
2293
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2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
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2329
23302331
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23402341
23442345
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2421242224232424
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249124922493
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2501250225032504
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25112512
2513
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25192520
252125222523
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25342535
2536 2537
25382539
2540
25412542
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254525462547
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2550255125522553
25542555
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2559 2560
25612562
25632564
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25702571
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2573 25742575
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
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26012602
2603
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261326142615
261626172618
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26302631
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264326442645
2646
26472648
2649
26502651
265226532654
2655
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265826592660
26612662
2663
266426652666
2667 2668
2669
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267326742675 26762677 2678
2679
26802681
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2683 2684
2685
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2687268826892690
26912692
2693
26942695
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26992700
2701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CFCC NORTH CAMPUS
UNCW
USE 117S SIGN
MWELL
MWELL
U.
S
.
HI
G
H
W
A
Y
#
1
1
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(V
A
R
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B
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25' FRONT & ST
R
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T
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A
R
D
S
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B
A
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K
25'
FRONT
&
STREET
YARD
STBK
25'
FRONT
&
STREET
YARD
STBK
10' TYPE A OP
A
Q
U
E
B
U
F
F
E
R
10'
TYPE A
OPAQUE
BUFFER
R35'
R20'
R25'
R25'
18'
54.4'
43.77'
18'
37'24'45'
35'
35'
9.5'
6'
32.53'
32.54'
40'
CS02
CS06
CS05
CS26
CS35
CS41
CS03
S08
CS33
CS34
9.5'
5'
CS09
CS26
S07
CS01
CS32
CS21
S06
CS10
S04
S02
S05
S05
S09
CS04
CS14
13'
6'
WET POND #1
WET POND #2
CS07M
CS08
CS08
CS08
CS08
COMBINED LOT AREA
270,769 SF
6.22 AC
S10
S10
CS12
CS12
S12
S12
S11
R50'
R50'
R8.5'24'
52'
R8.5'
78'
12'
18'
18'
22.75'
R8.5'
24'
R8.5'
R15'
CS15
CS15
14.53'11.33'
11.03'
16'11.98'12.16'
REFER TO ROAD WIDENINGPLAN
12'
S10
RETAINING
WALL #2
(285 LF±)
RETAINING
WALL #1
(155 LF±)
S10
S13
R3'
R24'
R80'
S14
S14
7'
CS16
CS40
R20.5'
CS45
R360'
R52'
70.75'
110.98'
84.72'
C2.0
SI
T
E
P
L
A
N
A.POCAI
332
M.DAVIDSON
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
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DESIGNED BY
CHECKED BY
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
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SITE LAYOUT NOTES
1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CASTLE
HAYNE AND NCDOT STANDARDS AND SPECIFICATIONS.
2.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVING,
BUILDING WALL FACE OR PROPERTY LINE UNLESS
OTHERWISE NOTED.
3.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, UTILITIES
AND GRADES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL
NOTIFY THE ENGINEER OF ANY EXISTING DISCREPANCIES
PRIOR TO COMMENCING ANY RELATED CONSTRUCTION.
4.AT LEAST 3-12 BUSINESS DAYS PRIOR TO CONSTRUCTION OR
EXCAVATION THE CONTRACTOR SHALL NOTIFY "NORTH
CAROLINA ONE CALL" (811) OR (1-800-632-4949) TO HAVE
EXISTING UTILITIES LOCATED.
5.PARKING SPACES ARE 9.5' WIDE X 18' LONG MINIMUM EXCEPT
HANDICAP SPACES WHICH ARE 8.0' WIDE MINIMUM WITH 8.0'
VAN ACCESS AND 5.0' STANDARD ACCESS AISLES.
6.REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS OF
THE BUILDING.
7.CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
DIMENSIONAL CONFLICTS PRIOR TO THE BEGINNING OF
CONSTRUCTION.
8.ALL CURB AND GUTTER ONSITE SHALL BE 24" WIDE. ALL CURB
AND GUTTER IN THE PUBLIC RIGHT OF WAY SHALL BE 30"
WIDE.
9.TRANSITION FROM 30" TO 24" CURB AND GUTTER IS TO
OCCUR ON-SITE. THIS TRANSITION SHALL BE 10' LONG
IMMEDIATELY ADJACENT TO PUBLIC RIGHT OF WAY OR AS
DIRECTED IN THE PLAN.
10.ALL DISTURBED CURB & GUTTER AND ASPHALT SHALL BE
REPLACED PER CASTLE HAYNE OR NCDOT STANDARDS AND
SPECIFICATIONS.
11.ALL DRIVEWAY DESIGN AND CONSTRUCTION MUST COMPLY
WITH CASTLE HAYNE. DRIVEWAYS SHALL BE PERMITTED
SEPARATELY.
12.NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL,
FENCE, FOLIAGE, BERMING, PARKED VEHICLES OR SIGN
BETWEEN THE HEIGHTS OF TWENTY-FOUR (24) INCHES AND
EIGHT (8) FEET ABOVE THE CURB LINE ELEVATION, OR THE
NEAREST TRAVELED WAY IF NO CURBING EXISTS, SHALL BE
PLACED WITHIN A SIGHT TRIANGLE OF A PUBLIC STREET,
PRIVATE STREET OR DRIVEWAY CONTAINED EITHER ON THE
PROPERTY OR ON AN ADJOINING PROPERTY.
11/11/2022
CI
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NC
37630.107
GRADING & STORMWATER KEYNOTES
NUMBER DESCRIPTION
G01
CONTRACTOR SHALL REMOVE DEBRIS & ADJUST GRADES
AS NEEDED TO ENSURE POSITIVE DRAINAGE TO THE
RECEIVING 18" RCP TO THE SOUTH.
G02
REMOVE AND REPLACE EXISTING 18" CPP WITH 18" RCP
FROM EXISTING CBDI TO NEW DI #103. MATCH EXISTING
INVERTS AND SLOPE.
G05 HEADWALL
G06 STORM PIPE (TYP.)
G07 CATCH BASIN (TYP.)
G08 FLARED END SECTION (TYP.)
G10 YARD INLET (TYP.)
G21 RIPRAP OUTLET PROTECTION
G23 ADA STALLS (MAX SLOPE 1:50)
G24 SIDEWALK (ADA ACCESS ROUTE MAX CROSS SLOPE 1:50;
MAX LONG. SLOPE 1:20)
G28 ADA ACCESS ROUTE (MAXIMUM CROSS SLOPE = 1:50; MAX
LONGITUDINAL SLOPE = 1:20)
G30 MATCH EXISTING PAVEMENT ELEVATION
G31 REFER TO EROSION CONTROL PLAN - PHASE II (C4.2 & C4.3)
FOR RIP-RAP SIZING
G32 VARIABLE WIDTH SCM ACCESS AND MAINTENANCE
EASEMENT
G33
RETAINING WALL TO BE DESIGNED BY AN NCPE; INSTALL 42"
RAILING/FENCE WHERE WALL IS 30" OR GREATER IN HEIGHT.
WALL MATERIAL FOR WET CONDITION TO BE DETERMINED
BY STRUCTURAL ENGINEER
G34 50' PUBLIC DRAINAGE EASEMENT
GRADING PLAN KEYNOTES
NUMBER DESCRIPTION
CG01 TAPER CURB AND GUTTER TO FULL HEIGHT OVER 10' (TYP.);
REFER TO DETAIL CK-135.
CG05 STORM CLEANOUT; REFER TO DETAIL CK-210. TRAFFIC RATED IF
WITHIN PAVEMENT (TYP.).
CG06 ROOF DRAIN SYSTEM, REFER TO PLAN FOR SIZE AND MATERIAL.
MINIMUM COVER OF 2' AND MINIMUM SLOPE OF 1.00%.
STORM STRUCTURE TABLE
STR. #
CB104
CB105
CB202
CB203
CB204
CB205
CB206
CB301
CB302
CB303
CB400
DI103
EW100
EW200
EW300
FES108
JB107
MH102
MH102B
MH201
OS101
OS106
TOP
19.59'
20.58'
23.57'
22.34'
22.00'
22.26'
22.63'
22.40'
22.17'
24.47'
18.82'
17.10'
16.24'
16.52'
16.52'
20.21'
23.85'
20.88'
19.57'
22.20'
20.00'
20.50'
INV. IN
14.50' (24" RCP FROM CB105)
14.50' (24" RCP FROM JB107)
14.76' (24" RCP FROM OS106)
16.60' (24" RCP FROM CB205)
16.20' (24" RCP FROM CB203)
17.10' (18" RCP FROM CB204)
17.36' (15" RCP FROM CB206)
16.80' (18" RCP FROM CB303)
17.00' (18" RCP FROM CB302)
13.58' (30" RCP FROM MH102B)
13.58' (18" RCP FROM CB400)
13.37' (30" RCP FROM DI103)
15.00' (24" RCP FROM MH201)
15.00' (24" RCP FROM CB301)
17.20' (18" RCP FROM FES108)
14.00' (18" RCP FROM OS101)
13.85' (24" RCP FROM CB104)
13.76' (30" RCP FROM MH102)
15.70' (24" RCP FROM CB202)
INV. OUT
14.30' (24" RCP TO MH102)
14.76' (24" RCP TO CB104)
16.00' (24" RCP TO MH201)
16.90' (24" RCP TO CB202)
17.55' (18" RCP TO CB203)
17.36' (24" RCP TO CB202)
17.80' (15" RCP TO CB205)
15.30' (24" RCP TO EW300)
18.00' (18" RCP TO CB301)
18.30' (18" RCP TO CB301)
14.25' (18" RCP TO DI103)
13.48' (30" RCP TO EW100)
18.81' (18" RCP TO JB107)
17.00' (24" RCP TO CB104)
13.85' (30" RCP TO MH102B)
13.76' (30" RCP TO DI103)
15.50' (24" RCP TO EW200)
14.30' (18" RCP TO MH102)
15.00' (24" RCP TO CB105)
DESCRIPTION
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.02 CONCRETE CATCH BASIN
CONCRETE GRATED DROP INLET TYPE 'B' (NCDOT STD 840.18)
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT ES-1 for 18 inch Pipe
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.02 CONCRETE CATCH BASIN
60 x 60 inch Rectangular Structure
60 x 60 inch Rectangular Structure
STORM PIPE TABLE
FROM - TO
CB104 - MH102
CB105 - CB104
CB202 - MH201
CB203 - CB202
CB204 - CB203
CB205 - CB202
CB206 - CB205
CB301 - EW300
CB302 - CB301
CB303 - CB301
CB400 - DI103
DI103 - EW100
FES108 - JB107
JB107 - CB104
MH102 - MH102B
MH102B - DI103
MH201 - EW200
OS101 - MH102
OS106 - CB105
UPSTREAM
INVERT
14.30'
14.76'
16.00'
16.90'
17.55'
17.36'
17.80'
15.30'
18.00'
18.30'
14.25'
13.48'
18.81'
17.00'
13.85'
13.76'
15.50'
14.30'
15.00'
DOWNSTREAM
INVERT
13.85'
14.50'
15.70'
16.20'
17.10'
16.60'
17.36'
15.00'
17.00'
16.80'
13.58'
13.37'
17.20'
14.50'
13.76'
13.58'
15.00'
14.00'
14.76'
SLOPE
0.81%
0.40%
1.29%
0.68%
0.60%
0.50%
1.25%
1.79%
2.85%
0.67%
0.79%
0.33%
1.98%
0.92%
0.36%
0.37%
1.97%
1.09%
0.44%
LENGTH
55.72 LF
65.30 LF
23.29 LF
102.92 LF
75.04 LF
151.73 LF
35.10 LF
16.80 LF
35.14 LF
223.35 LF
85.35 LF
34.01 LF
81.27 LF
272.83 LF
26.28 LF
47.71 LF
25.43 LF
27.61 LF
53.69 LF
DIA.
24"
24"
24"
24"
18"
24"
15"
24"
18"
18"
18"
30"
18"
24"
30"
30"
24"
18"
24"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
DESCRIPTION
CL III
CL III
24 inch RCP
24 inch RCP
18 inch RCP
24 inch RCP
CL III
24 inch RCP
18 inch RCP
18 inch RCP
18 inch RCP
30 inch RCP
CL V
CL III
30 inch RCP
30 inch RCP
24 inch RCP
CL III
CL III
V
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
W
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
(3)GA
(2)GA
MWELL
MWELL
MWELL
W
W
W
IE: 11.58'
SUBMERGED
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
ELEV=12.31'
8"PVC IE=15.88'
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
C
SSMH
TOP=17.37
IE IN(8")=9.87
IE OUT=9.77
SSMH
TOP=18.06
IE IN=9.96
IE OUT=9.86
8"
P
V
C
8"P
V
C
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
SSMH
TOP=15.86
IE=9.31
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
HOLLY SHELTE
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
2088
2089
2090
2091
20922093
2095
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
2182
2183
2184
2185
2186
21872188
21892190
2191 2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
222622272228
2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
23402341
23442345
2346
23472348
2349
23502351
2352
2354
2355
2356
2357
23582359
2360
2361
2362
23632364
23652366
23672368
23692370
2371
2372
23732374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
2393
2394
2395
2396
2397
2398
2399 2400
2401
2402 2403
2404
2405
2406
24072408
2409 2410
2411
2412
2413
24142415
2416
2417
2418
2419
2420
2421242224232424
2425
2426
24272428
2429
2430
243424352436243724382439
2440
2441
2442
2443
24442445
2446
2447
24522465
2466
2479
24802481
2482
2483
2484
24852486
248724882489
2490
249124922493
24942495
2496
2497
2498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
2514
2515
2516
2517
2518
25192520
252125222523
2524
2525
2526
2527
2528
252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
2545
25462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
2568
2569
25702571
2572
2573 2574
2575
2578
257925802581
2582258325842585
25862587
2588258925902591
2592
2593
2594
2595
2596
2597
2598
2599
2600
26012602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
261326142615
26162617
2618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
2636
26372638 2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
2671
2672
267326742675 26762677 2678
2679
26802681
2682
2683 2684
2685
2686
2687268826892690
26912692
2693
26942695
2696
2697
2698
269927002701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CBDI
TOP=16.43'
NO VISIBLE PIPES
BOTTOM ELEV=13.72'
SDMH
TOP=16.53'
TOP PIPE =13.06
IE FULL OF
DEBRIS=12.21
18" RCP
IE =11.82
W
MWELL
MWELL
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
8"
P
V
C
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
(V
A
R
I
A
B
L
E
P
U
B
L
I
C
R
/
W
)
25
24
2
6
26
20
20
19
19
21
21
22
22
23
2
3
24
2
4
25
25
2
3
2
4
25
24
23
24
2424
25
22
23
24
26
202122
20 181921
1
9
20
19
21
2
2
20
1
9
21
22
22
18
20
17
12
18
17 18
22
22
22
21
G28
G23
FF
E
=
2
5
.
5
0
CG01
CB202
JB107
CB303
CB205
MH102
CB301
CB206
CB105
CB203
MH201
CB104
FES108
OS106
EW200
1
8
"
R
C
P
24" RCP
3
0
"
R
C
P
18" RCP
24" RCP
15" RCP
24
"
R
C
P
24" RCP
24" RCP
24" RCP
18" RCP
24" RCP
6" PVC
6"
P
V
C
6" PVC
6" PVC
4" PVC
4"
P
V
C
4" PVC
4" PVC
4" PVC
6"
P
V
C
6"
P
V
C
6"
P
V
C
4" PVC
4" PVC
4" PVC
6"
P
V
C
4" PVC
22
19
20
24
"
R
C
P
24
"
R
C
P
DI103
30
"
R
C
P
EW100
23
EW300 OS101
10'W BERM
EL: 22.00
10'W BERM
EL: 22.50
WET POND#2
(REFER TO DETAIL)
WET POND#1
(REFER TO DETAIL)
G32
G33
G33
CB302
22
17
17
16 14
16 15
12
10
1114
GND
25.93'
←
←
G01
G02
26
27
26
25
24
23
22
21
23 24
25
26
27
G28
G23
CG01
CB204 18
"
R
C
P
1
8
"
R
C
P
2
3
2
0
2
3
24
23
2
5
RETAINING
WALL #2
RETAINING
WALL #1
(CONVERT TO CURB INLET)
(RAISE GRATE TO 17.85± )
CLASS B RIPRAP
15'L X 7.5'W X 18"TH
CLASS B RIPRAP
12'L X 6'W X 18"TH
CLASS B RIPRAP
12'L X 6'W X 18"TH
CB400
MH102B
3
0
"
R
C
P
18
"
R
C
P
G34
G34
CONSTRUCTION WITHIN THE PUBLIC DRAINAGE EASEMENT
TO BE OBSERVED DURING CONSTRUCTION BY
STORMWATER SERVICES (910.798.7077) AND A TURNOVER
MEETING IS TO BE SCHEDULED ONCE THE SYSTEM IS
READY TO BE CONVEYED TO THE COUNTY.
CONSTRUCTION WITHIN THE PUBLIC DRAINAGE EASEMENT
TO BE OBSERVED DURING CONSTRUCTION BY
STORMWATER SERVICES (910.798.7077) AND A TURNOVER
MEETING IS TO BE SCHEDULED ONCE THE SYSTEM IS
READY TO BE CONVEYED TO THE COUNTY.
HIGH POINT: 17.15'
4" PVC4" PVC
6" PVC
25
2
4
2
4
23
22
21
2
2
2
3
2
2
2
2
2
2
21
22
21
24
23
22
22
21
2
0
1
9
23
2224
232222
23 22
21
23
24
20
222120
22
22
23
2
3
24
24
2
0
1
9
2
223
21
20
22 2122
20 19
18
1
9
18
1
8
1
8
1
9
1
8
1
8
18
21
17
18
17
24
23
23
2425
2
6
28
BUILT-UPON AREA SUMMARY
EXISTING
BUILT-UPON-AREA 41,606 SF (15.4%)
POST-DEVELOPED
BUILT-UPON AREA 118,484 SF (2.72 AC.±)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
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A
N
A.POCAI
332
M.DAVIDSON
11/11/2022
CI
R
C
L
E
K
-
R
&
R
2
7
2
0
9
1
5
-
C
A
S
T
L
E
H
A
Y
N
E
,
N
C
CA
S
T
L
E
H
A
Y
N
E
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NC
37630.107
GRADING AND STORM DRAINAGE NOTES
1.CONTRACTOR SHALL CALL "NORTH CAROLINA ONE CALL" (811) AT LEAST 3
DAYS PRIOR TO DIGGING TO HAVE EXISTING UTILITIES LOCATED. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
2.CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED
IN ANY RELATED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS,
WATER METERS, ETC.).
3.EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST
AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY CONDITIONS
PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN ACTUAL
FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER
IMMEDIATELY.
4.THE CATCH BASINS AND YARD INLETS SHALL BE CONSTRUCTED IN THE
LOCATIONS SHOWN UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE
CONTRACTOR IS RESPONSIBLE FOR REPORTING ANY DISCREPANCIES IN THE
CATCH BASIN ELEVATIONS OR THE PROPOSED PIPE SLOPES TO THE ENGINEER.
THE CONTRACTOR IS ALSO RESPONSIBLE TO REPORT ANY CONFLICTS
BETWEEN ANY UTILITY, STORM DRAIN LINE, WATER LINE, SEWER LINE OR ANY
OTHER PROPOSED OR EXISTING STRUCTURE TO THE ENGINEER.
5.A LAND DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND-DISTURBING ACTIVITIES.
6.ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, VALVE BOXES,
CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISHED
GRADE.
7.ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY
THE OWNER'S INDEPENDENT TESTING LABORATORY.
8.ALL SPOT ELEVATIONS INDICATED ARE AT TOP OF CURB UNLESS NOTED
OTHERWISE. ALL ELEVATIONS ARE BASED ON VERTICAL DATUM NAVD88.
9.A PRE-CONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO ANY WORK,
GRADING OR INSTALLATION OF EROSION CONTROL MEASURES.
10.ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILITY AISLES ARE TO
HAVE NO MORE THAN A 1:50 (2.0%) SLOPE IN ALL DIRECTIONS. ALL SIDEWALKS
ARE TO HAVE NO MORE THAN A 1:20 (5.0%) SLOPE FOR THE LENGTH OF THE
SIDEWALK AND NO MORE THAN A 1:50 (2.0%) SLOPE FOR THE WIDTH OF THE
SIDEWALK.
11.CONTRACTOR TO IDENTIFY ALL NECESSARY SPILL CURB SECTION LOCATIONS
AND INSTALL TO ENSURE POSITIVE DRAINAGE TO STORM STRUCTURES.
12.IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF THESE SLOPE
REQUIREMENTS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE
OWNER PRIOR TO POURING ANY CONCRETE SO THAT A SOLUTION CAN BE
FOUND.
13.SPOT ELEVATIONS ARE GIVEN AT THE MAJORITY OF THE MAJOR BREAK POINTS
BUT IT SHOULD NOT BE ASSUMED THAT ALL NECESSARY SPOT ELEVATIONS
ARE SHOWN. DUE TO SPACE LIMITATIONS, THERE MAY BE OTHER CRITICAL
SPOTS NOT LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE
CONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL AND SHALL
ENSURE THAT ALL CRITICAL GRADE POINTS ARE STAKED AND FOLLOWED TO
PROVIDE POSITIVE DRAINAGE.
14.EXISTING VEGETATION WITHIN TREE PROTECTIVE AREAS SHALL REMAIN
UNDISTURBED UNLESS NOTED OTHERWISE. ANY AND ALL LANDSCAPING AND
EXISTING TREES AND SHRUBS TO REMAIN WHICH ARE DAMAGED DURING
DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
USING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE
OWNER.
15.THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN
OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF-SITE. THE
GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES
AFTER EACH RAINFALL EVENT OR AS DIRECTED BY THE EROSION CONTROL
INSPECTOR OR THE ENGINEER.
16.THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE DISPOSAL
OF ALL CLEARING AND GRADING WASTE MATERIALS GENERATED DURING
CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF-SITE
STOCKPILES AND/OR WASTE AREAS.
17.ALL CATCH BASINS MUST BE MARKED "DUMP NO WASTE DRAINS TO STREAM"
OR EQUIVALENT.
NA
D
8
3
0
SCALE 1"=40'
80'40'
LEGEND NOTES
1.TOP REFERS TO
1.1 CATCH BASIN: TOP OF CURB
1.2 YARD INLET: SILL
N/A
V
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
W
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
TREE LINE
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
(3)GA
(2)GA
MWELL
MWELL
MWELL
W
W
W
IE: 11.58'
SUBMERGED
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
ELEV=12.31'
8"PVC IE=15.88'
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
C
SSMH
TOP=17.37
IE IN(8")=9.87
IE OUT=9.77
SSMH
TOP=18.06
IE IN=9.96
IE OUT=9.86
8"
P
V
C
8"P
V
C
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
SSMH
TOP=15.86
IE=9.31
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
2088
2089
2090
2091
20922093
2095
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
2226
22272228
2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
23402341
23442345
2346
23472348
2349
23502351
2352
2354
2355
2356
2357
23582359
2360
2361
2362
23632364
23652366
23672368
23692370
2371
2372
2373
2374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
2393
2394
2395
2396
2397
2398
2399 2400
2401
2402 2403
2404
2405
2406
24072408
2409 2410
2411
2412
241324142415
2416
2417
2418
2419
2420
2421242224232424
2425
2426
24272428
2429
2430
2434243524362437243824392440
2441
2442
2443
24442445
2446
2447
24522465
2466
2479
24802481
2482
2483
2484
2485
2486
248724882489
2490
249124922493
24942495
2496
24972498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
2514
25152516
2517
2518
25192520
252125222523
2524
2525
2526
2527
2528
252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
254525462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
2568
2569
25702571
2572
2573 25742575
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
2594
2595
2596
2597
2598
2599
2600
26012602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
261326142615
261626172618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
26362637
2638
2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
2671
2672
267326742675 26762677 2678
2679
26802681
2682
2683 2684
2685
2686
2687268826892690
26912692
2693
26942695
2696
2697
2698
26992700
2701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CBDI
TOP=16.43'
NO VISIBLE PIPES
BOTTOM ELEV=13.72'
SDMH
TOP=16.53'
TOP PIPE =13.06
IE FULL OF
DEBRIS=12.21
18" RCP
IE =11.82
W
MWELL
MWELL
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
8"
P
V
C
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
(V
A
R
I
A
B
L
E
P
U
B
L
I
C
R
/
W
)
25
24
2
6
26
20
20
19
19
21
21
22
22
23
2
3
24
2
4
25
25
2
3
2
4
25
2324
23
24
2424
20
17
17
17
181921
21
22
25
22
23
24
26
2121
222223
202122
20 181921
1213
1
9
20
19
2
1
22
20
1
9
21
22
22
18
20
1712
18
17 18
22
22
21
FF
E
=
2
5
.
5
0
SA
N
S
A
N
SAN
S
SWK
25.36'
SWK
25.40'
SWK
25.39'
GND
25.11'GND
25.15'
GND
25.15'
TC
24.00'
GND
22.69'GND
22.41'
GND
23.31'
GND
23.90'
GND
22.75'
GND
23.20'
GND
23.64'
GND
24.04'
GND
24.39'
GND
24.51'
GND
24.17'
GND
23.80'
GND
24.77'
GND
24.47'
SWK
25.50'
SWK
25.50'
SWK
25.50'
SWK
25.50'
GND
25.35'
GND
25.50'
GND
25.00'
GND
25.50'
GND
25.03'
GND
24.26'
GND
24.58'
TC
24.34'
TC
22.63'
TC
22.16'
TC
20.82'
TC
19.59'
TC - LP
24.47'
TC
19.35'
TC
21.81'
TC
22.26'
TC
23.29'
TC
23.62'
TC
23.53'
TC
24.36'
TC
27.92'TC
26.17'
TC
26.41'
TC
24.93'
TC
22.88'
TC
22.17'
TC
23.34'
TC
22.40'
TC
24.02'
TC
24.27'
TC
22.83'
TC
22.34'
TC
22.48'
TC
22.68'
TC
22.30'
TC
20.62'
GND-ME
19.12' ±
TC
18.46'GND-ME
18.06' ±
GND-ME
17.45' ±
GND-ME
18.08' ±
22
WET POND#2
(REFER TO DETAIL)
WET POND#1
(REFER TO DETAIL)
10'W BERM
EL: 22.00
10'W BERM
EL: 22.50
TC
23.57'
GND
22.23'
GND
23.35'
SWK
25.35'
SWK
25.45'
GND
25.00'
TC
25.00'
TC
25.20'
GND
24.70'
+
+
TW/BW=22.0 TW/BW=22.0
RETAINING
WALL #2
RETAINING
WALL #1
TW=22.0
BW=21.5
TW=22.0
BW=21.5
TW
22.86'
BW
17.00'
TW
22.30'
BW
17.00'
BW
17.00'
TW
22.00'
TW
22.00'
BW
16.99'
TW
23.58'
BW
21.50'
TW
22.40'
BW
21.50'
TW
24.00'
BW
18.00'
TC
22.34'
TC
22.00'
TC - HP
23.17'
TC - HP
24.53'
TC - HP
26.38'
CROW
N
CROWN
TC - HP
28.28'
TC
18.44'
GND-ME
17.84' ±
TC
17.95'
TC
25.32'
24
23
23
22
23
24
25
2
6
25
24
23
22
23 24
25
26
C3.1
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
A.POCAI
332
M.DAVIDSON
11/11/2022
CI
R
C
L
E
K
-
R
&
R
2
7
2
0
9
1
5
-
C
A
S
T
L
E
H
A
Y
N
E
,
N
C
CA
S
T
L
E
H
A
Y
N
E
-
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NC
37630.107
NA
D
8
3
0
SCALE 1"=40'
80'40'
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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n
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
RE
V
I
S
I
O
N
S
P
E
R
D
E
V
E
L
O
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R
(
S
I
G
N
A
G
E
)
11
/
3
0
/
2
0
2
3
12
/
2
2
/
2
0
2
3
RE
V
I
S
I
O
N
S
P
E
R
N
C
D
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C
O
M
M
E
N
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S
01
/
1
0
/
2
0
2
4
BI
D
S
E
T
-
R
E
V
I
S
E
D
S
T
O
P
B
A
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N
U
S
H
W
Y
1
1
7
D
R
I
V
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W
A
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P
E
R
N
C
D
O
T
C
O
M
M
E
N
T
S
02
/
2
9
/
2
0
2
4
RE
V
I
S
I
O
N
S
P
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C
D
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M
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T
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RE
V
I
S
I
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N
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P
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C
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M
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N
T
S
03
/
2
9
/
2
0
2
4
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
PVT = PAVEMENT
HP = HIGH POINT
LP = LOW POINT
FC = FLUSH CURB
TW = TOP OF WALL
BW = BOTTOM OF WALL
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 PHASE I & II LIMITS OF DISTURBANCE
EC106 TEMPORARY HARDWARE CLOTH & GRAVEL INLET PROTECTION;
REFER TO DETAIL
EC107 CONCRETE WASHOUT; REFER TO DETAIL
EC112 3 POROUS BAFFLES
EC113 15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
EC114 PERMANENT RISER WITH TEMPORARY FAIRCLOTH SKIMMER
EC115 3:1 SIDE SLOPE
EC116 CLASS A RIP RAP DISSIPATER PAD
EC119 SILT-TREE COMBINATION FENCE; REFER TO DETAIL
EC120 TEMPORARY SOIL STOCK PILE AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
SKIMMER
TOTAL DISTURBED AREA = 5.3 AC
SILT/TREE PROTECTION
COMBINATION FENCE
LOD PHASE I & II LIMITS OF DISTURBANCE
W
CO
STUB
TPED
TR
E
E
LIN
E
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
TREE LINE
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
E
7.5' CHAINLINK
FENCE
TPED
TREE L
I
N
E
(3)GA
(2)GA
6.5' CHAINLINK
FENCE
MWELL
CO
CO
CO
MWELL
CO
CO
CO
CO
CO
CO
CO
CO
MWELL
CIRCLE K
SIGN
MWELL
MWELL
CO
CO
CO
CO
TR
E
E
L
I
N
E
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
CO
CO
CO
W
W
W
UTMKR
TPED
CO
CO
ASPHALT
IE: 11.58'
SUBMERGED
TO I-40
SIGN
UTMKR
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
18"CPP
18"CPP
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
ELEV=12.31'
8"PVC IE=15.88'
TPED
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
C
SSMH
TOP=17.37
IE IN(8")=9.87
IE OUT=9.77
REMOVE 4"PVC
SSMH
TOP=18.06
IE IN=9.96
IE OUT=9.86
8"
P
V
C
8"P
V
C
DA
S
H
E
D
W
H
I
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E
L
I
N
E
DO
U
B
L
E
Y
E
L
L
O
W
L
I
N
E
DIRT
HWY R/W SIGN
30' FROM C/L
NO PARKING
SIGN
MAILBOX
GRAVEL
TPED
UTMKR
DIRT
ROAD
6.5' WOOD
FENCE
DIRT
ROAD
DIRT ROAD
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
ED
G
E
O
F
R
O
A
D
ED
G
E
O
F
R
O
A
D
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
SSMH
TOP=15.86
IE=9.31
SIGNALIZED
INTERSECTION
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
2088
2089
2090
2091
20922093
2094
2095
2096
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
2226
22272228
2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
23402341
23442345
2346
23472348
2349
23502351
2352
2354
2355
2356
2357
23582359
2360
2361
2362
23632364
23652366
23672368
23692370
2371
2372
2373
2374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
2393
2394
2395
2396
2397
2398
2399 2400
2401
2402 2403
2404
2405
2406
24072408
2409 2410
2411
2412
241324142415
2416
2417
2418
2419
2420
2421242224232424
2425
2426
24272428
2429
2430
2434243524362437243824392440
2441
2442
2443
24442445
2446
2447
244824492450
2451
2452
2453
2454
2455
245624572458
2459
246024612462
2463
2464
2465
2466
24672468
2469
24702471
247224732474
24752476
2477
2478
2479
24802481
2482
2483
2484
2485
2486
248724882489
2490
249124922493
24942495
2496
24972498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
2514
25152516
2517
2518
25192520
252125222523
2524
2525
2526
2527
2528
252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
254525462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
2568
2569
25702571
2572
2573 257425752576
2577
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
2594
2595
2596
2597
2598
2599
2600
26012602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
261326142615
261626172618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
26362637
2638
2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
2671
2672
267326742675 26762677 2678
2679
26802681
2682
2683 2684
2685
2686
2687268826892690
26912692
2693
26942695
2696
2697
2698
26992700
2701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CFCC NORTH CAMPUS
UNCW
USE 117S SIGN
CBDI
TOP=16.43'
NO VISIBLE PIPES
BOTTOM ELEV=13.72'
SDMH
TOP=16.53'
TOP PIPE =13.06
IE FULL OF
DEBRIS=12.21
18" RCP
IE =11.82
W
MWELL
MWELL
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
8"
P
V
C
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
T
L
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(V
A
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A
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)
20982099
210021012102
211021112114
23
2
4
2
2
22
22
21
23
22
2
1
21
2122
22
23
2
3
2
3
23
1
9
18
1
8
1
9
22
2
2
23
22
22
23
21
2
1
2
1
21
21
22
22
21
2
2
22
2
2
20
EC114
EC116; 7'W X 9'L X 12"TH
EC112
EC115
EC113
EC101
EC102
EC103
EC102
EC103
EC104
EC116; 6'W X 9'L X 12"TH
EC119
EC119
EC119
EC120
TDD1A
TDD1B
SKIMMER
SEDIMENT
BASIN #1
EC101
EC103
EC106
EC107
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
W
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF/
T
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/
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SF
/
T
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SF
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SF
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SF/TPF
SF/TPF
SF/TPF SF/TPF
SF
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SF
/
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SF
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SF
/
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SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF/TPFLOD
LOD
L
O
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LODLODLOD
L
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LO
D
LO
D
LOD
LOD
LOD LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LOD
EC105
16
17 19
19
16
20
23
1
9
1
9
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M.DAVIDSON
11/11/2022
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
RE
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I
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N
S
P
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V
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N
T
S
01
/
1
0
/
2
0
2
4
BI
D
S
E
T
-
R
E
V
I
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E
D
S
T
O
P
B
A
R
O
N
U
S
H
W
Y
1
1
7
D
R
I
V
E
W
A
Y
P
E
R
N
C
D
O
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O
M
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E
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S
02
/
2
9
/
2
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2
4
RE
V
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I
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O
M
M
E
N
T
S
RE
V
I
S
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O
N
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E
R
N
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M
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E
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T
S
03
/
2
9
/
2
0
2
4
TOP WIDTH
"A"
MIN. DITCH DEPTH (FT)
"B"
SIDE SLOPE
"D"
LINER TYPE
&
THICKNESS
BOTTOM WIDTH (FT)
"C"
CHANNEL LINING / DITCH SECTION SCHEDULE
N.T.S
* NORTH AMERICAN GREEN OR APPROVED EQUAL
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED ASBESTOS
ABATEMENT AND UNDERGROUND STORAGE TANK REMOVAL PERMITS FROM NEW
HANOVER COUNTY AND/OR THE STATE OF NORTH CAROLINA PRIOR TO LAND DISTURBING
ACTIVITIES.
4.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY NEW HANOVER COUNTY.
5.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
6.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
7.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
8.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
11.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
12.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
13.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
14.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION CONTROL PLAN
AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF
CONSTRUCTION.
2.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING
UTILITIES (PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING
SPECIALIST, BETH WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE
START OF CONSTRUCTION ON EACH PHASE.
4.BEGIN CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS
REQUIRED TO INSTALL PERMITTED PHASE 1 EROSION CONTROL MEASURES.
5.INSTALL CONSTRUCTION ENTRANCE, SILT FENCE, AND SILT FENCE OUTLETS AS
INDICATED ON PLAN.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
5.NOTIFY NEW HANOVER COUNTY ENGINEERING SPECIALIST, BETH WETHERILL, FOR
AN INSPECTION AFTER SKIMMER SEDIMENT BASIN, AND DIVERSION DITCHES HAVE
BEEN INSTALLED.
6.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING
ORDER. SILT FENCE, SILT FENCE OUTLETS, AND OTHER SIMILAR MEASURES MUST BE
CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE
REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
7.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC105 PHASE 1 & 2 LIMITS OF DISTURBANCE
EC106 TEMPORARY HARDWARE CLOTH & GRAVEL INLET PROTECTION;
REFER TO DETAIL
EC107 CONCRETE WASHOUT; REFER TO DETAIL
EC112 3 POROUS BAFFLES
EC113 15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
EC114 PERMANENT RISER WITH TEMPORARY FAIRCLOTH SKIMMER
EC115 3:1 SIDE SLOPE
EC116 CLASS A RIP RAP DISSIPATER PAD
EC119 SILT-TREE COMBINATION FENCE; REFER TO DETAIL
EC120 TEMPORARY SOIL STOCK PILE AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
SKIMMER
TOTAL DISTURBED AREA = 5.3 AC
SILT/TREE PROTECTION
COMBINATION FENCE
LOD PHASE I & II LIMITS OF DISTURBANCE
S
A
N
W
20.44
23.04
23.24
22.9623.19
23.22
22.50
21.84
(2)GA
(2)GA
WATER
RISER
ELECTRIC
STUB
SHED
RAMP
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
TREE LINE
WELL BOX
ON CONC PAD
ELECTRIC
RACK
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
EIP 3/4"
OPEN TOP
@ 263.60'
PT.
EIP 1/2" OPEN
TOP BENT @ 419.85'
EIP 3/4" OPEN
TOP @ 112.12';
0.81' LT OF LINE
EIP 1/2"
OPEN TOP
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
E
7.5' CHAINLINK
FENCE
TPED
EIP 1/2"
CRIMP TOP
@ 240.20'
IPF 1/2"
REBAR @ 420.07';
0.32' RT OF LINE
EIP 1/2" REBAR
@ 463.68';
0.13 RT OF LINE
SHED
HGT=11.15'
TREE L
I
N
E
(3)GA
(2)GA
6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
18"CPP
FULL OF DEBRIS
IE=18.97
EIP
1/2"
REBAR
SPIGOT
MWELL
CO
CO
CO
MWELL
MWELL
AC
CO
CO
CO
CO
CO
CO
Co2 TANK
UTILITY
BOX
(3)ELECTRIC PANELS
AC
UNITS
CO
COLUMN
PUMP
ON ISLAND
(TYPICAL)CO
ELECTRIC
STUB
MWELL
CIRCLE K
SIGN
GP(TYP)
MWELL
MWELL
MWELL
MWELL
CO
CO
3.5'FC
(TYP)
1.5'FC
(TYP)
1'FC
(TYP)
CO
GP(TYP)
CO
GATE
ELECTRIC
STUB
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
SP/
PP SIGNAL WIRE
STUB
RIPRAP
18"CPP
FULL OF DEBRIS
IE=16.71
18"CPP
IE=14.49
(2)GA
POSSIBLE
ICV
PROPANE
STORAGE
REDBOX CO
CO
COLUMN
(TYP)
COICE
FREEZER
OVERHANG
BUILDING
FF=22.86'
HEIGHT=25.78'
3,091 SF
GATE
6 SPACES
7
R
E
G
U
L
A
R
SP
A
C
E
S
;
1 H
A
N
D
I
C
A
P
SP
A
C
E
OVERHANG
34
.
9
72
.
7
40.7
24
.
7
10.1
13
.
0
10.1
40.7
W
W
W
UTMKR
TPED
CO
CO
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
IE: 11.58'
SUBMERGED
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
TOP=22.21
IE IN/OUT=18.51
FULL OF WATER/DEBRIS
CBDI
TOP=21.62
IE IN/OUT=17.52
FULL OF WATER/DEBRIS
18"CPP
18"CPP
CO
CBDI
TOP=21.24
IE IN=17.44
IE OUT=17.34
FULL OF WATER/DEBRIS
CBDI
TOP=16.92
IE IN=13.02
IE OUT=12.92
PIPE SUBMERGED;
UNABLE TO
DETERMINE
SIZE/MATERIAL
8"PVC
UNABLE TO
LOCATE
TERMINUS
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
ELEV=12.31'
8"PVC IE=15.88'
8.1
8.
0
TPED
LOW SCHOOLS
SIGN
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
C
SSMH
TOP=17.37
IE IN(8")=9.87
IE OUT=9.77
REMOVE 4"PVC
SSMH
TOP=18.06
IE IN=9.96
IE OUT=9.86
8"
P
V
C
8"P
V
C
RIPRAP
SO
L
I
D
W
H
I
T
E
LI
N
E
DA
S
H
E
D
W
H
I
T
E
L
I
N
E
DO
U
B
L
E
Y
E
L
L
O
W
L
I
N
E
GMH
2 SPACES
DILAPIDATED
CURB
COLUMN
PUMP
ON ISLAND
(TYPICAL)
OVERHANG
DIRT
EIP 1"
OPEN TOP
EIP 1/2"
CRIMP TOP
HWY R/W SIGN
30' FROM C/L
NO PARKING
SIGN
MAILBOX
GRAVEL
TPED
UTMKR
TBM
MAG NAIL
ELEV=19.78'
DIRT
ROAD
EIP 1/2"
OPEN
TOP
6.5' WOOD
FENCE
EIP 3/4"
OPEN TOP
BENTEIP 1/2" OPEN
TOP BENT
IN ROOT
EIP 1/2"
REBAR
EIP 5/8"
REBAR
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
DIRT
ROAD
DIRT ROAD
WALL
SIDEWALK
MAG NAIL
SET
PARCEL ID# R01100-015-001-000
N/F
SOUTH BELT PROPERTIES LLC
DB 5279-1006
ZONED: B-2
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
EIP 5/8"
REBAR
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
169,468 SQ.FT.
3.890 ACRES
8.1'
OVERHANG
OVER LINE
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
EIP 1/2"
SOLID
ROD
EIP 1/2"
CRIMP
TOP
ED
G
E
O
F
R
O
A
D
ED
G
E
O
F
R
O
A
D
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
SSMH
TOP=15.86
IE=9.31
IPF MONUMENT
"CASTLE"
DISTURBED; NO DISK
N 219897.5401
E 2331812.6786
ELEV=20.15'
CONC
CONC
CONC
SIGNALIZED
INTERSECTION
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
NIP 5/8"
REBAR
COMMERCIAL
P.O.B.
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
WALL
N6
°
1
5
'
4
2
"
E
4
2
1
.
7
0
'
S83° 40' 09"E
313.45'
S67° 4
2
'
4
3
"
W
483.3
2
'
N83° 42' 33"W
192.13'
L
9
N6
°
2
0
'
3
2
"
E
3
3
0
.
1
5
'
S83° 39' 54"E
305.69'
S5
°
5
6
'
3
6
"
W
3
3
0
.
1
4
'
20
0
.
5
3
'
S5
°
5
6
'
3
6
"
W
N83° 40' 09"W
307.99'
2088
2089
2090
2091
20922093
2094
2095
2096
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
2226
22272228
2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
23402341
23442345
2346
23472348
2349
23502351
2352
2354
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2356
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23582359
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2361
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23632364
23652366
23672368
23692370
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2375
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2380
2381
2382 2383
2384
2385
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2392
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2395
2396
2397
2398
2399 2400
2401
2402 2403
2404
2405
2406
24072408
2409 2410
2411
2412
241324142415
2416
2417
2418
2419
2420
2421242224232424
2425
2426
24272428
2429
2430
2434243524362437243824392440
2441
2442
2443
24442445
2446
2447
244824492450
2451
2452
2453
2454
2455
245624572458
2459
246024612462
2463
2464
2465
2466
24672468
2469
24702471
247224732474
24752476
2477
2478
2479
24802481
2482
2483
2484
2485
2486
248724882489
2490
249124922493
24942495
2496
24972498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
2514
25152516
2517
2518
25192520
252125222523
2524
2525
2526
2527
2528
252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
254525462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
2568
2569
25702571
2572
2573 257425752576
2577
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
2594
2595
2596
2597
2598
2599
2600
26012602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
261326142615
261626172618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
26362637
2638
2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
2671
2672
267326742675 26762677 2678
2679
26802681
2682
2683 2684
2685
2686
2687268826892690
26912692
2693
26942695
2696
2697
2698
26992700
2701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CFCC NORTH CAMPUS
UNCW
USE 117S SIGN
REMOVE 35 LF±
OF 18" CPP
CBDI
TOP=16.43'
NO VISIBLE PIPES
BOTTOM ELEV=13.72'
SDMH
TOP=16.53'
TOP PIPE =13.06
IE FULL OF
DEBRIS=12.21
18" RCP
IE =11.82
W
MWELL
MWELL
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
18
"
C
P
P
8"
P
V
C
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
(V
A
R
I
A
B
L
E
P
U
B
L
I
C
R
/
W
)
V
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
SF
SF/
T
P
F
S
F
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF/TP
F
SF/TPF
SF/TPF
SF/TPF SF/TPF
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF/T
P
F
SF
/
T
P
F
SF/TPF SF/TPF SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF
SF
SF
SF
SF
SF
SF
W
SF
SF
SF
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EC120
TDD1B
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04/17/2024
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TOP WIDTH
"A"
MIN. DITCH DEPTH (FT)
"B"
SIDE SLOPE
"D"
LINER TYPE
&
THICKNESS
BOTTOM WIDTH (FT)
"C"
CHANNEL LINING / DITCH SECTION SCHEDULE
N.T.S
* NORTH AMERICAN GREEN OR APPROVED EQUAL
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED ASBESTOS
ABATEMENT AND UNDERGROUND STORAGE TANK REMOVAL PERMITS FROM NEW
HANOVER COUNTY AND/OR THE STATE OF NORTH CAROLINA PRIOR TO LAND DISTURBING
ACTIVITIES.
4.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY NEW HANOVER COUNTY.
5.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
6.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
7.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
8.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
11.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
12.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
13.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
14.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.CONTINUED FROM PHASE 1.
2.CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION CONTROL PLAN
AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF
CONSTRUCTION.
3.PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR MUST LOCATE ALL EXISTING
UTILITIES (PUBLIC AND PRIVATE). CONTACT THE ENGINEER IF ANY CONFLICTS ARISE.
4.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING
SPECIALIST, BETH WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE
START OF CONSTRUCTION ON EACH PHASE.
4.CONTINUE CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS
REQUIRED TO INSTALL PERMITTED PHASE 1 AND PHASE 2 EROSION CONTROL
MEASURES.
5.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
6.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING
ORDER. SILT FENCE, SILT FENCE OUTLETS, AND OTHER SIMILAR MEASURES MUST BE
CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE
REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
7.PROCEED TO PHASE 3 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 2
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
EROSION CONTROL PLAN - PHASE I KEYNOTES
NUMBER DESCRIPTION
EC101 LIMITS OF DISTURBANCE
EC102 SILT FENCE; REFER TO DETAIL (TYP).
EC103 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC104 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC106 TEMPORARY HARDWARE CLOTH & GRAVEL INLET PROTECTION;
REFER TO DETAIL
EC107 CONCRETE WASHOUT; REFER TO DETAIL
EC112 3 POROUS BAFFLES
EC113 15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
EC114 PERMANENT RISER WITH TEMPORARY FAIRCLOTH SKIMMER
EC115 3:1 SIDE SLOPE
EC116 CLASS A RIP RAP DISSIPATER PAD
EC119 SILT-TREE COMBINATION FENCE; REFER TO DETAIL
EC120 TEMPORARY SOIL STOCK PILE AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
SKIMMER
TOTAL DISTURBED AREA = 5.3 AC
SILT/TREE PROTECTION
COMBINATION FENCE
W
20.44
23.04
23.24
22.9623.19
23.22
22.50
21.84
(2)GA
(2)GA
SHED
RAMP
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
TREE LINE
WELL BOX
ON CONC PAD
ELECTRIC
RACK
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
EIP 3/4"
OPEN TOP
@ 263.60'
PT.
EIP 1/2" OPEN
TOP BENT @ 419.85'
EIP 3/4" OPEN
TOP @ 112.12';
0.81' LT OF LINE
EIP 1/2"
OPEN TOP
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
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7.5' CHAINLINK
FENCE
TPED
EIP 1/2"
CRIMP TOP
@ 240.20'
IPF 1/2"
REBAR @ 420.07';
0.32' RT OF LINE
EIP 1/2" REBAR
@ 463.68';
0.13 RT OF LINE
SHED
HGT=11.15'
TREE L
I
N
E
(3)GA
(2)GA
6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
18"CPP
FULL OF DEBRIS
IE=18.97
EIP
1/2"
REBAR
SPIGOT
MWELL
CO
CO
CO
MWELL
MWELL
AC
CO
CO
CO
CO
CO
CO
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BOX
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1.5'FC
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LYNN AVE
SIGN
SP/
PP SIGNAL WIRE
STUB
RIPRAP
18"CPP
FULL OF DEBRIS
IE=16.71
18"CPP
IE=14.49
(2)GA
POSSIBLE
ICV
PROPANE
STORAGE
REDBOX CO
CO
COLUMN
(TYP)
COICE
FREEZER
OVERHANG
BUILDING
FF=22.86'
HEIGHT=25.78'
3,091 SF
GATE
6 SPACES
7
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W
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TPED
CO
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REBAR
NIP
5/8"
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IE: 11.58'
SUBMERGED
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
TOP=22.21
IE IN/OUT=18.51
FULL OF WATER/DEBRIS
CBDI
TOP=21.62
IE IN/OUT=17.52
FULL OF WATER/DEBRIS
18"CPP
18"CPP
CO
CBDI
TOP=21.24
IE IN=17.44
IE OUT=17.34
FULL OF WATER/DEBRIS
PIPE SUBMERGED;
UNABLE TO
DETERMINE
SIZE/MATERIAL
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UNABLE TO
LOCATE
TERMINUS
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
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8.1
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0
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SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
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SSMH
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IE IN(8")=9.87
IE OUT=9.77
REMOVE 4"PVC
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IE IN=9.96
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OPEN TOP
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
DIRT
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DIRT ROAD
WALL
SIDEWALK
MAG NAIL
SET
PARCEL ID# R01100-015-001-000
N/F
SOUTH BELT PROPERTIES LLC
DB 5279-1006
ZONED: B-2
PARCEL ID# R01100-014-008-000
N/F
AMERICAN TOWERS LLC
DB 6027-2418
ZONED: B-2
EIP 5/8"
REBAR
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
PARCEL# R011000-014-009-000
N/F
ABBOTT INVESTMENT
COMPANY LLC
DB 5716-1136
ZONED: B-2
(COMMERCIAL)
PARCEL# R011000-015-008-000
N/F
MARILYN B. WALKER
DB 4852-860
ZONED: RA
(RESIDENTIAL)
PARCEL ID# R01100-015-002-000
N/F
JOHN EDWARD HIGGINS, JR. LIFE ESTATE
DB 6155-2081
ZONED: RA
(RESIDENTIAL)
PARCEL ID#
R01100-015-002-001
N/F
JOY M. HAMRICK
DB 6209-825
ZONED: RA
(RESIDENTIAL)
15' DRAINAGE
EASEMENT
169,468 SQ.FT.
3.890 ACRES
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
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(
T
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)
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°
1
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1
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W
18
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2
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(
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D
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CRIMP
TOP
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G
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R
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A
D
ED
G
E
O
F
R
O
A
D
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
15
'
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
SSMH
TOP=15.86
IE=9.31
IPF MONUMENT
"CASTLE"
DISTURBED; NO DISK
N 219897.5401
E 2331812.6786
ELEV=20.15'
CONC
CONC
CONC
SIGNALIZED
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LYNN AVENUE
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°
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5
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4
2
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4
2
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7
0
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313.45'
S67° 4
2
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3
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W
483.3
2
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N83° 42' 33"W
192.13'
L
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2
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305.69'
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5
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3
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W
3
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0
.
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°
5
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'
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6
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N83° 40' 09"W
307.99'
2088
2089
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21052106
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220722082209
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CFCC NORTH CAMPUS
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USE 117S SIGN
REMOVE 35 LF±
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04/17/202404/17/2024
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TOP WIDTH
"A"
MIN. DITCH DEPTH (FT)
"B"
SIDE SLOPE
"D"
LINER TYPE
&
THICKNESS
BOTTOM WIDTH (FT)
"C"
CHANNEL LINING / DITCH SECTION SCHEDULE
N.T.S
* NORTH AMERICAN GREEN OR APPROVED EQUAL
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED ASBESTOS
ABATEMENT AND UNDERGROUND STORAGE TANK REMOVAL PERMITS FROM NEW
HANOVER COUNTY AND/OR THE STATE OF NORTH CAROLINA PRIOR TO LAND DISTURBING
ACTIVITIES.
4.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY NEW HANOVER COUNTY.
5.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
6.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
7.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
8.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
11.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
12.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
13.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
14.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE III EROSION CONTROL CONSTRUCTION SEQUENCE:
1.CONTINUED FROM PHASE 2.
2.CONTRACTOR SHALL OBTAIN A COPY OF THE APPROVED EROSION CONTROL PLAN
AND MAINTAIN A COPY OF THE PLAN ON SITE THROUGHOUT DURATION OF
CONSTRUCTION.
3.OWNER/CONTRACTOR SHALL NOTIFY NEW HANOVER COUNTY ENGINEERING
SPECIALIST, BETH WETHERILL, AT (910) 798-7432 A MINIMUM OF 72 HOURS BEFORE
START OF CONSTRUCTION ON EACH PHASE.
4.CONTINUE CLEARING, DEMOLITION, AND LAND DISTURBING ACTIVITIES ONLY AS
REQUIRED TO INSTALL PERMITTED PHASE 1, 2, AND 3 EROSION CONTROL MEASURES.
5.REMOVE EXISTING BUILDING AND DRIVEWAYS AS REQUIRED TO INSTALL STORM
DRAINAGE SYSTEM FROM EW100 TO OS101, AND FROM MH102 TO OS106, SKIMMER
SEDIMENT BASINS, AND DIVERSION DITCHES. NOTIFY NEW HANOVER COUNTY
ENGINEERING SPECIALIST, BETH WETHERILL, FOR AN INSPECTION AFTER STORM
DRAINAGE SYSTEM FROM EW100 TO OS101, AND FROM MH102 TO OS106, SKIMMER
SEDIMENT BASINS, AND DIVERSION DITCHES HAVE BEEN INSTALLED.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR PROPER
OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF DETERMINED
NECESSARY BY INSPECTOR.
7.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING
ORDER. SILT FENCE, SILT FENCE OUTLETS, AND OTHER SIMILAR MEASURES MUST BE
CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED STONE FILTERS MUST BE
REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
8.PROCEED TO PHASE 4 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 3
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
V
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EIP 3/4"
OPEN TOP
@ 263.60'
PT.
EIP 1/2" OPEN
TOP BENT @ 419.85'
EIP 3/4" OPEN
TOP @ 112.12';
0.81' LT OF LINE
EIP 1/2"
OPEN TOP
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
E
7.5' CHAINLINK
FENCE
TPED
EIP 1/2"
CRIMP TOP
@ 240.20'
IPF 1/2"
REBAR @ 420.07';
0.32' RT OF LINE
EIP 1/2" REBAR
@ 463.68';
0.13 RT OF LINE
(3)GA
(2)GA
6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
EIP
1/2"
REBAR
MWELL
MWELL
MWELL
CIRCLE K
SIGN
MWELL
MWELL
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
W
W
W
UTMKR
TPED
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
IE: 11.58'
SUBMERGED
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
CBDI
TOP=17.47
FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
TOP=17.31'
FULL OF
WATER/DEBRIS
BOTTOM
ELEV=12.31'
8"PVC IE=15.88'
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
P
V
C
SSMH
TOP=17.37
IE IN(8")=9.87
IE OUT=9.77
SSMH
TOP=18.06
IE IN=9.96
IE OUT=9.86
8"
P
V
C
8"P
V
C
DA
S
H
E
D
W
H
I
T
E
L
I
N
E
DO
U
B
L
E
Y
E
L
L
O
W
L
I
N
E
DIRT
EIP 1"
OPEN TOP
EIP 1/2"
CRIMP TOP
HWY R/W SIGN
30' FROM C/L
NO PARKING
SIGN
MAILBOX
GRAVEL
TPED
UTMKR
TBM
MAG NAIL
ELEV=19.78'
DIRT
ROAD
EIP 1/2"
OPEN
TOP
6.5' WOOD
FENCE
EIP 3/4"
OPEN TOP
BENTEIP 1/2" OPEN
TOP BENT
IN ROOT
EIP 1/2"
REBAR
EIP 5/8"
REBAR
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
EIP 1/2"
OPEN TOP
DIRT
ROAD
DIRT ROAD
MAG NAIL
SET
AP
P
R
O
X
I
M
A
T
E
L
O
C
A
T
I
O
N
CU
R
R
E
N
T
T
A
X
L
I
N
E
EIP 5/8"
REBAR
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
EIP 1/2"
SOLID
ROD
EIP 1/2"
CRIMP
TOP
ED
G
E
O
F
R
O
A
D
ED
G
E
O
F
R
O
A
D
15
'
SSMH
TOP=15.86
IE=9.31
IPF MONUMENT
"CASTLE"
DISTURBED; NO DISK
N 219897.5401
E 2331812.6786
ELEV=20.15'
SIGNALIZED
INTERSECTION
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
/
W
-
U
N
I
M
P
R
O
V
E
D
)
NIP 5/8"
REBAR
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(50' R/W)
LYNN AVENUE
(50' PUBLIC R/W)
2088
2089
2090
2091
20922093
2095
2097
2103
2104
21052106
210721082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
2226
22272228
2229
2230 2231
2232 2233
2234 2235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
23402341
23442345
2346
23472348
2349
23502351
2352
2354
2355
2356
2357
23582359
2360
2361
2362
23632364
23652366
23672368
23692370
2371
2372
2373
2374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
2393
2394
2395
2396
2397
2398
2399 2400
2401
2402 2403
2404
2405
2406
24072408
2409 2410
2411
2412
241324142415
2416
2417
2418
2419
2420
2421242224232424
2425
2426
24272428
2429
2430
2434243524362437243824392440
2441
2442
2443
24442445
2446
2447
24522465
2466
2479
24802481
2482
2483
2484
2485
2486
248724882489
2490
249124922493
24942495
2496
24972498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
2514
25152516
2517
2518
25192520
252125222523
2524
2525
2526
2527
2528
252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
254525462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
2568
2569
25702571
2572
2573 25742575
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
2594
2595
2596
2597
2598
2599
2600
26012602
2603
2604
2605
2606
2607
2608
2609
2610
2611
2612
261326142615
261626172618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
26362637
2638
2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
2671
2672
267326742675 26762677 2678
2679
26802681
2682
2683 2684
2685
2686
2687268826892690
26912692
2693
26942695
2696
2697
2698
26992700
2701
2702
270327042705 2706
27072708
2709
2710
2711
2712
27132714
CFCC NORTH CAMPUS
UNCW
USE 117S SIGN
CBDI
TOP=16.43'
NO VISIBLE PIPES
BOTTOM ELEV=13.72'
SDMH
TOP=16.53'
TOP PIPE =13.06
IE FULL OF
DEBRIS=12.21
18" RCP
IE =11.82
W
MWELL
MWELL
STORM PIPE LOCATION
PROVIDED BY SURVEYOR
AND LABELED "LINE PER PLAN
LOCATION". CIVIL IS UNAWARE
IF THIS PIPE EXISTS.
8"
P
V
C
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
T
L
E
H
A
Y
N
E
R
O
A
D
(V
A
R
I
A
B
L
E
P
U
B
L
I
C
R
/
W
)
25
24
2
6
26
25
25
2
3
2
4
25
23 24
23
24
2424
20
17
17
17
181921
21
22
25
22
23
24
26
25
20 20212223
202122
20 181921
13
20
202122
1
9
20
19
2
1
2
2
20
1
9
21
22
22
18
20
17
12
18
17 18
22
22
22
21
EW200
EW100
EW300
24" RCP
30
"
R
C
P
24
"
R
C
P
EC201
FF
=
2
5
.
5
0
EC203
EC203
EC204
EC205
EC205
EC201
EC218
EC218
EC215 (9'L X 4.5'W X 18"TH)
EC201
EC201
EC218
EC203
EC203
EC203
EC202
EC202
EC215 (9'L X 4.5'W X 18"TH)
EC215 (15'L X 7.5'W X 18"TH)
EC203
20
20
19
19
21
21
22
22
23
2
3
24
2
4
13
16
1016
SF
SF
SF
W
SF
SF
SF
SF
SF
←←
←
←
←
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF/
T
P
F
S
F
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF/TP
F
SF/TPF
SF/TPF
SF/TPF SF/TPF
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF
/
T
P
F
SF/T
P
F
SF
/
T
P
F
SF/TPF SF/TPF SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF/TPF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
LOD
LOD
LOD
LOD
L
O
D
LO
D
LOD
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
SKIMMER
TOTAL DISTURBED AREA = 5.3 AC
SILT/TREE PROTECTION
COMBINATION FENCE
EROSION CONTROL PLAN - PHASE II KEYNOTES
NUMBER DESCRIPTION
EC201 LIMITS OF DISTURBANCE
EC202 SILT FENCE; REFER TO DETAIL (TYP.)
EC203 SILT FENCE OUTLET; REFER TO DETAIL (TYP.)
EC204 TEMPORARY 25' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY HARDWARE CLOTH & GRAVEL INLET PROTECTION;
REFER TO DETAIL
EC215 CLASS B RIP RAP DISSIPATER PAD
EC218 SILT - TREE COMBINATION FENCE; REFER TO DETAIL
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
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A.POCAI
332
M.DAVIDSON
11/11/2022
CI
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&
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2
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-
NC
37630.107
NA
D
8
3
0
SCALE 1"=40'
80'40'
GROUND STABILIZATION HATCHES
HATCH SITE AREA
DESCRIPTION
SLOPES STEEPER THAN 3:1;
REFER TO SECTION E OF NCG01
GROUND STABILIZATION AND
MATERIALS HANDLING
SLOPES 3:1 TO 4:1; REFER TO
SECTION E OF NCG01 GROUND
STABILIZATION AND MATERIALS
HANDLING
REFER TO NPDES STABILIZATION
NOTES AND DETAILS FOR ADDITIONAL
REQUIREMENTS AND INFORMATION.
PHASE IV EROSION CONTROL CONSTRUCTION SEQUENCE:
1.CONTINUED FROM PHASE 3.
2.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH
PHASE I, II, AND III EROSION CONTROL.
3.SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT
LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER
THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON
THIS PLAN. A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
4.BEGIN INSTALLATION OF THE STORM PIPE SYSTEM. INSTALL STORM DRAINAGE SYSTEM FROM OUTLET POINTS
(LOW END) AND WORK UPSTREAM. PIPE INLET PROTECTION SHALL BE UTILIZED AT THE END OF EACH WORK
DAY TO ASSURE PIPE NETWORK IS NOT INUNDATED WITH SEDIMENT.
5.INSTALL SITE IMPROVEMENTS, RETAINING WALLS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES,
SIDEWALK AND DRIVEWAYS AS SHOWN ON THE APPROVED PLANS. ALL OPEN TRENCHES FOR UTILITY AND
STORMWATER INSTALLATION SHALL BE PROTECTED FROM SEDIMENTATION BY PILING EXCAVATED MATERIAL
ON THE UPHILL SIDE OF EXCAVATION. PROVIDE PIPE INLET PROTECTION AT THE END OF EACH DAY. OUTLET
PROTECTION SHALL BE INSTALLED UPON COMPLETION.
6.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE
FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION, OFF-SITE
SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES. ALL MEASURES MUST BE INSTALLED PER PLAN
DETAIL. ENSURE CONSTRUCTION TRAFFIC IS LIMITED TO THE CONSTRUCTION ENTRANCE ONLY.
7.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY NEW
HANOVER COUNTY ENGINEERING PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION
CONTROL INSPECTOR TO OBTAIN SIGN-OFF ON THE PLANS.
8.MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET
PROTECTION, AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL.
CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
9.PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND
PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER
IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT BMPs UNTIL
ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
13.GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
·FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE
SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS. SLOPES GREATER THAN 3:1
REQUIRE GROUND COVER IN 7 DAYS.
·PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LAND-DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14)
CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
·ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14)
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
14.ONCE GRADING IS COMPLETE, ALL UTILITIES AND STORM SYSTEMS ARE INSTALLED AND THE SITE IS
COMPLETELY STABILIZED, CLEAN OUT SEDIMENT BASINS AND CONVERT TO WET PONDS AS FOLLOWS:
14.1.REMOVE ALL SEDIMENT ACCUMULATION FROM THE SEDIMENT BASINS, AND ALL DRAINAGE STRUCTURES.
14.2.REMOVE TEMPORARY SKIMMER.
14.3.REGRADE BOTTOM OF BASIN, BASIN SLOPES, AND SPILLWAY AS REQUIRED TO OBTAIN THE ORIGINAL PLAN
SPECIFICATION AND DETAILS OF THE WET PONDS.
14.4.INSTALL RISER STRUCTURES AND DISCHARGE PIPES PER SPECIFICATIONS AND DETAILS
15.AFTER THE EROSION BASINS ARE REMOVED, ENSURE RIPRAP PADS AND GRADES AT THE PIPE OUTLETS ARE
ADJUSTED TO FINISHED GRADE.
16.AT A MINIMUM OF SEVEN (7) DAYS PRIOR TO SCHEDULING THE STORMWATER FINAL INSPECTION, SUBMIT ANY
REQUIRED PAPERWORK TO THE EROSION CONTROL INSPECTORS FOR APPROVAL.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED ASBESTOS
ABATEMENT AND UNDERGROUND STORAGE TANK REMOVAL PERMITS FROM NEW
HANOVER COUNTY AND/OR THE STATE OF NORTH CAROLINA PRIOR TO LAND DISTURBING
ACTIVITIES.
4.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY NEW HANOVER COUNTY.
5.FIELD VERIFY ALL DIMENSIONS AND GRADES ON THESE PLANS PRIOR TO
CONSTRUCTION. FAILURE TO NOTIFY THE OWNER OF ANY DISCREPANCIES PRIOR TO
PROCEEDING WITH PLAN OR GRADE CHANGES, MAY RESULT IN NO EXTRA
COMPENSATION PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY.
6.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
7.VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING
UTILITIES SHOWN ARE FROM THE BEST AVAILABLE RECORDS AND FROM A SURVEY OF
ABOVE GROUND FEATURES. NO WARRANTY IS GIVEN OR IMPLIED AS TO THE ACCURACY
OF THE INFORMATION. ALL EXISTING UTILITIES SHOULD BE CONSIDERED APPROXIMATE
IN LOCATION AND VERIFIED PRIOR TO COMMENCING ACTIVITY ON SITE.
8.ALL ADJACENT ROADS TO THE SITE ARE TO BE SWEPT AND WASHED AT THE END OF
EACH WORK DAY TO ENSURE NO SEDIMENT COLLECTS ON THE ROADWAYS.
9.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
10.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
11.PROVIDE NEW HANOVER COUNTY WITH THE LOCATION OF OFFSITE STOCKPILES USED
TO STORE EXCAVATED SOIL FROM THE SITE. THE LOCATION OF OFFSITE STOCKPILES
MUST BE AN UPLAND AREA. IF AN OFFSITE BORROW OR SPOIL SITE IS UTILIZED, THEN
THE DISTURBED AREA FOR THE BORROW/SPOIL SITE MUST BE INCLUDED IN THE LAND
DISTURBANCE PERMIT. THE CONTRACTOR WILL PROVIDE THE LOCATION OF ALL
EXCAVATED SOILS USED FOR THIS PROJECT TO NEW HANOVER COUNTY. THIS AREA
MUST ALSO BE AN UPLAND AREA.
12.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
13.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
14.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
V
T
12
12
52
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0
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(
R
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)
W
W
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210721082109
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21602161
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2166
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2179
2180 2181
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2186
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2191 2192
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2195 21962197
219821992200
2201
2202
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22052206
2207220822092210
2211 2212
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2238 2239
2240
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22442245
2246
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2261
2293
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2295
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23192320
23212322
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2346
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23632364
23652366
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23732374
2375
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2381
23822383
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2395
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2399 2400
2401
2402 2403
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24272428
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2434243524362437243824392440
2441
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24522465
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248424852486
248724882489
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249124922493
24942495
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264326442645
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W
W
W
W
W W
SL-1
SL-2
SL-3
SL-4
SL-5
SL-6
SL-7
SL-8
SL-9
SL-10
SL-11
SODDED LAWN
SODDED LAWN
SODDED LAWN
SO
D
D
E
D
L
A
W
N
SODDED LAWN
SODDED LAWN
SODDED LAWN
10' TYPE A OPAQUE BUFFER
(EXIST. VEGETATION TO REMAIN)
SO
D
D
E
D
L
A
W
N
10' TYPE A OPAQUE BUFFER
(EXIST. VEGETATION TO REMAIN)
25' STREET YARD
25' STREET YARD
(EXIST.
VEGETATION TO
REMAIN)
25' STREET YARD
WET
POND
#2
WET
POND
#1
NS (3)QL (1)
QL (1)
QL (1)
IC (20)
ND (36)
120' TREE
TO PARKING
DISTANCE
(TYP.)
CRITICAL ROOT ZONE
(TYP. - PROVIDED FOR
EXISTING TREES
SCHEDULED TO REMAIN
THAT ARE NEAR
PROPOSED LIMITS OF
DISTURBANCE)
SIGHT
DISTANCE
TRIANGLES
PROPOSED MONUMENT
SIGN W/ANNUAL
PLANTING BED
EXIST. PYLON
SIGN TO REMAIN
PROPOSED
RETAINING
WALL
PROPOSED FUEL
STORAGE TANK
LC (37)
IC (27)
LM (27)
QL (1)
LC (15)
IC (17)
PROPOSED
RETAINING
WALL
LH (24)
LT (12)
LT (9)
LH (6)
QL (2)
IEB (19)
LT (3)
IC (6)
ND (34)
LM (44)
SIGHT DISTANCE TRIANGLES
CC (3)
EXIST. TREE TO REMAIN
(TYP. - REFER TO SURVEY
SHEET 3 OF 3 FOR TREE
SPECIES, SIZE, AND
DESIGNATION PER NEW
HANOVER COUNTY UDO)
LC (14)
LOD
LODLOD
L
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LO
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LOD
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LOD
C6.0
LA
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
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NC
37630.107SCALE 1"=50'
100'50'0
NA
D
8
3
LANDSCAPE NOTES:
PRE-CONSTRUCTION
·PRIOR TO CONSTRUCTION LOCATE ALL UNDERGROUND UTILITIES WITHIN AND
ADJACENT TO THE WORK AREA. LOCATIONS OF EXISTING BURIED UTILITY LINES
SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO
BE CONSIDERED APPROXIMATE. PROTECT ALL UTILITIES. REPAIR ALL DAMAGE TO
UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF
CONSTRUCTION.
·CONTRACTOR ENGAGED IN LANDSCAPE IMPLEMENTATION SHALL BE A LANDSCAPE
CONTRACTOR REGISTERED IN THE STATE OF NORTH CAROLINA.
·VERIFY ALL PLANT MATERIAL QUANTITIES ON PLANS PRIOR TO BIDDING. PLANT LIST
TOTALS ARE FOR CONVENIENCE ONLY AND MUST BE VERIFIED.
·PLANT MATERIAL SUBSTITUTIONS CAN ONLY OCCUR WITH PRIOR WRITTEN APPROVAL
BY LANDSCAPE ARCHITECT.
·PRIOR TO THE COMMENCEMENT OF ANY ACTIVITIES REQUIRING A BUILDING OR ZONING
PERMIT AN ON-SITE PRE-CONSTRUCTION CONFERENCE SHALL TAKE PLACE WITH THE
DEVELOPER AND THE ADMINISTRATOR TO REVIEW PROCEDURES FOR THE
PROTECTION AND MANAGEMENT OF ALL LANDSCAPE ELEMENTS TO REMAIN.
·ALL PLANT MATERIALS ARE SUBJECT TO LANDSCAPE ARCHITECT APPROVAL BEFORE,
DURING, AND AFTER INSTALLATION.
o ANY PLANT MATERIAL WHICH IS DISEASED, DISTRESSED, DEAD, OR REJECTED
(PRIOR TO SUBSTANTIAL COMPLETION) SHALL BE PROMPTLY REMOVED FROM THE
SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE.
·ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS
AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK".
o ALL PLANT MATERIAL SHALL BE HEALTHY, VIGOROUS, AND FREE OF PESTS AND
DISEASE.
o ALL PLANT MATERIAL SHALL BE CONTAINER GROWN OR BALLED AND BURLAPPED
AS INDICATED IN THE PLANT LIST.
o ALL TREES SHALL HAVE A STRAIGHT TRUNK AND FULL HEAD.
CONSTRUCTION/INSTALLATION
·CONTRACTOR IS ENCOURAGED TO COMPLETE TEMPORARY OR PERMANENT LAWN
COVER IN STAGES FOR SOIL STABILIZATION AS AREAS ARE COMPLETED AFTER
GRADING. THIS PLAN DOES NOT PRESENT ANY TEMPORARY STABILIZATION REQUIRED
AS PART OF SWPPP PLAN.
·CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED
PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT
PRIOR TO BEGINNING WORK.
·STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ALL
DEBRIS FROM THE HOLE. FILL WITH TOP SOIL, COMPACT, AND RAKE SMOOTH PRIOR TO
INSTALLING NEW PLANT MATERIAL.
·CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN
DELIVERY AND PLANTING TO MAINTAIN HEALTHY PLANT CONDITIONS.
·ALL LANDSCAPED AND LAWN AREAS ARE TO RECEIVE A MINIMUM OF 4” OF TOPSOIL.
·ALL LANDSCAPE ISLANDS SHALL BE GRADED FOR POSITIVE DRAINAGE WITH NO LOW
SPOTS ALLOWING WATER TO BE TRAPPED.
·INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS
ACCORDING TO PLANS SO MATERIAL WILL NOT INTERFERE WITH SIGHT DISTANCES.
·THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL
ALLOW FOR A 2.5' BUMPER OVERHANG FROM THE BACK OF CURB.
·ALL TREES MUST BE GUYED OR STAKED AS DETAILED.
·AREAS DAMAGED FROM PLANT RELOCATION OR OTHER ACTIVITIES OF LANDSCAPE
CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE
OWNER.
·CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING
INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER.
CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE
GUARANTEE. IT MAY BE NECESSARY TO TRUCK IN NON-CITY WATER TO MEET PLANT
NEEDS.
·USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE
FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH
LABEL RESTRICTIONS.
·ALL LAWN AREAS NOT PROPOSED TO BE SODDED SHALL BE SEEDED USING A LOCALLY
GROWN COMMERCIAL MIX MEETING LATEST STATE OF NORTH CAROLINA AGRICULTURE
STANDARDS FOR SEED AND PLANT CERTIFICATION.
·SEEDING AND STRAW NOTES FOR LAWN AREAS:
o RIP THE ENTIRE AREA TO DEPTH OF NOT LESS THAN 6”.
o REMOVE ALL LOOSE ROCKS, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE SMOOTH AND UNIFORM. DISPOSE OF WASTE MATERIAL OFF-SITE.
o CHISEL COMPACTED AREAS AND SPREAD TOPSOIL TO SPECIFIED DEPTH.
o APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY
AND MIX WITH SOIL. APPLY SOIL AMENDMENTS PER REQUIRED SOIL ANALYSIS
RECOMMENDATIONS.
o CONTINUE TILAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED.
o SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
o MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
o INSPECT ALL SEEDED AREAS AND IF POSSIBLE, MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON. IF GRANDSTAND SHOULD BE OVER
60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER, AND
SEEDING RATES.
o ANCHOR TACK WITH LIQUID ASPHALT AT 400 GAL/ACRE OR EMULSIFIED ASPHALT
AT 300 GAL/ACRE.
·PLANTING BEDS TO BE COMPLETELY COVERED WITH A MINIMUM 4" DEPTH OF
MATERIAL FROM A LOCAL SOURCE HARVESTED IN A SUSTAINABLE MANNER. REFER TO
LANDSCAPE SCHEME FOR MATERIAL SPECIFICATIONS.
·MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN MATERIAL PER
SPECIFICATIONS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR
BAILING WIRE SHALL BE REMOVED. DUST SHRUBS AND GROUND COVER AFTER
MULCHING TO REMOVE LOOSE MATERIAL FROM PLANTS. DO NOT PLACE MULCH IN
CONTACT WITH THE TREE TRUNK: KEEP A MINIMUM OF 4" AWAY FROM TREE TRUNK OR
BASE OF PLANT.
·MULCH AND NO-MOW MIXES SHALL BE REPLENISHED AS NEEDED, ESPECIALLY AFTER
HEAVY RAIN EVENTS. IF NO-MOW MIX GERMINATES AT A RATE OF LESS THAN 90%,
THEN REMOVE OTHER SPECIES AND RESEED.
TEMPORARY IRRIGATION
·CONTRACTOR TO PROVIDE AND MAINTAIN TEMPORARY IRRIGATION FOR SOD WITHIN
THE STORMWATER CONTROL MEASURE UNTIL SOD BECOMES ESTABLISHED.
INSPECTIONS/GUARANTEE
·LANDSCAPE CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR UPON COMPLETION
OF LANDSCAPE INSTALLATION. CONTRACTOR WILL VERIFY COMPLETENESS INCLUDING
THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE
FOR SCHEDULING A FINAL INSPECTION BY LANDSCAPE ARCHITECT.
·PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH
APPROVED PLANS BY A SITE PLAN REVIEW AGENT PRIOR TO THE RELEASE OF THE
CERTIFICATE OF OCCUPANCY.
·CONTRACTOR TO GUARANTEE ALL PLANT MATERIALS FOR ONE FULL YEAR AGAINST
DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. WARRANTY PERIOD
SHALL BEGIN UPON CERTIFICATE OF OCCUPANCY OR WHEN THE OWNER TAKES OVER
MAINTENANCE, WHICHEVER COMES FIRST.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
04/17/2024
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PLANT SCHEDULE
SYMBOL QNTY BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZE
LARGE TREE
NS 3 NYSSA SYLVATICA BLACK GUM 2" CAL. (MIN.)
QL 7 QUERCUS LAURIFOLIA LAUREL OAK 2" CAL. (MIN.)
SMALL TREE
LH 30 LAGERSTROEMIA 'ACOMA'ACOMA CRAPE
MYRTLE 8 FT HT. (MIN.)
LT 27 LAGERSTROEMIA 'TONTO'TONTO CRAPE
MYRTLE 8 FT HT. (MIN.)
CC 3 CERCIS CANADENSIS
'FOREST PANSY'
FOREST PANSY
REDBUD 8 FT HT. (MIN.)
SHRUBS
IC 70 ILEX CORNUTA
'BURFORDII NANA'
DWARF BURFORDI
HOLLY 18" MIN. HT.
IEB 19 ILEX X 'EMILY BRUNER'EMILY BRUNER
HOLLY 36" MIN. HT.
LC 68 LOROPETALUM CHINESE
'RUBY'
RUBY
LOROPETALUM 18" MIN. HT.
ND 70 NANDINA DOMESTICA
'FIREPOWER'
FIREPOWER
NANDINA 18" MIN. HT.
GROUND
COVER
LM 71 LIRIOPE MUSCARI 'BIG
BLUE'BIG BLUE LIRIOPE 12"
NEW HANOVER COUNTY LANDSCAPE REQUIREMENTS
REQUIREMENT CALCULATION
STREET YARDS:
UDO 5.4.6:
25 SF PER EVERY LF OF STREET FRONTAGE
50% STREET YARD AREA REQUIRED FOR SECONDARY STREET FRONTAGES
FOR EVERY 600 SF:
1. 1 CANOPY TREE OR 3 UNDERSTORY TREE
2. 6 SHRUBS
CASTLE HAYNE RD: 448 LF * 25 LF = 11,200 SF
11,200 SF / 600 SF = 19
19 * 6 = 114 SHRUBS
19 * 3 = 57 UNDERSTORY TREES
LYNN AVENUE: 143 LF * 25 LF = 3,575 SF
3,575 SF / 600 SF = 6
6 * 6 * 50% = 18 SHRUBS
6 * 1 * 50% = 3 CANOPY TREES
CEDAR STREET:
EXISTING VEGETATION IS BEING PRESERVED IN THESE
AREAS WHICH EXCEED THE PLANTING REQUIREMENTS IN
THE UDO
PERIMETER BUFFERS:
TYPE 'A' OPAQUE BUFFERS PROVIDED ADJACENT TO RESIDENTIAL ZONED
PROPERTIES
EXISTING VEGETATION IS BEING PRESERVED IN THESE
AREAS WHICH EXCEED THE PERFORMANCE STANDARDS
REQUIRED BY THE UDO
PARKING LOT:
UDO 5.4.5.C:
LANDSCAPED AREAS EQUAL 8% OF THE TOTAL VEHICULAR USE AREA
ONE TREE PER 144 SQ FT
TOTAL AREA: 85,997 SF
INTERIOR PARKING LOT LANDSCAPING: 85,997 * 8% = 6,880 SF
REQUIRED: 6,880 SF / 144 SF = 48 TREES
48 EXISTING TREE ARE BEING PRESERVED.
NEW PARKING LOT TREES HAVE BEEN PROVIDED TO MEET
MINIMUM SPACING REQUIREMENTS TO PARKING STALLS.
FOUNDATION PLANTING:
U.D.O. 5.4.7.B:
FOUNDATION PLANTING AREA EQUALS 12% OF THE AREA OF THE BUILDING
FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE
BUILDING FACE AREA: 3,075 SF
AREA REQUIRED: 3,075 SF * 12% = 369 SF
AREA PROVIDED: 651 SF
·CONSTRACTOR SHALL INSTALL HYBRID BERMUDA SOD
FOR LAWN AREAS AS INDICATED ON PLANS. OTHER
DISTURBED AREAS SHALL BE BERMUDA SEED
·IRRIGATION DESIGN BY OTHERS
LAWN NOTES: