Circle K - 5717 Castle Hayne Road - Major Site Plans 11-11-2022_v1SITE 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 1
DISTURBED AREA:4.8 AC.±
EXISTING IMPERVIOUS
SURFACE AREA:41,606 SF (15.4%)
PROPOSED
IMPERVIOUS AREA TO
REMAIN:
103,824 SF (2.38 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
24 PARKING SPACES
1 ADA SPACES (1 ARE VAN ACCESSIBLE)
8 TRUCK SPACES
TOTAL: 25 SPACES + 8 TRUCK 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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11/11/2022
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37630.107
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
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
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
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
C8.0 LIGHTING PLAN
C8.1 LIGHTING DETAILS
A2.1 EXTERIOR ELEVATIONS
SR
1
3
3
8
SR1338
U.
S
H
I
G
H
W
A
Y
1
1
7
SR1002
(2)GA
(2)GA
WATER
RISER
ELECTRIC
STUB
MWELL
MWELL
CO
STUB
(2)GA
TPED
BLOCK WALL
MOUND
TR
E
E
LIN
E
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
TR
E
E
L
I
N
E
CONC
DIRT
ROAD
CONC
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
UTMKR
TPED
CO
CO
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
NO VISIBLE PIPE
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
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
SO
L
I
D
W
H
I
T
E
L
I
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
22
.
9
20.3
22
.
9
20.3
0.
2
'
0.
3
'
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
TO I-40E
SIGN
STOP
SIGN
EM/
ABANDONED OE
PP/LP
3.
7
'
3.1
'
CONC
OVER LINE
DIRT
ROAD
DIRT ROAD
ASPHALT
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# R01109-002-001-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
ZONING: B-2
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
PARCEL ID#
R01109-002-002-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
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
101,301 SQ.FT.
2.326 ACRES
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
)
BUILDING
FF=19.83'
HGT=11.91'
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
LOTS 1 THRU 20, BOTH INCLUSIVE
BLOCK 25 MAP OF CASTLE HAYNE
BOOK 48, PAGE 150
VACANT
COMMERCIAL
P.O.B.
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
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
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
N83° 40' 09"W
307.99'
2088
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2104
21052106
210721082109
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2187218821892190
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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
2515
2516
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
W
W
W
CE02
CE01
2084
2085
2086
2088
2089
2090
2091
20922093
2094
2095
2096
2097
20982099
210021012102
2103
2104
21052106
210721082109
21102111
21122113
2114
2115
2122
2123
2124 21252126
2127
2128
2129
2130
2131
2132
2133213421352136213721382139
2140
21412142
214321442145
2146
2147
2148
2149
2150
2151
2152
2153
2154
2155
2156
21572158
2159
21602161
2162
21632164
2165
2166
216721682169
21702171
2172
2173
2174 2175
2176
21772178
2179
2180 2181
21822183
2184
2185
2186
2187218821892190
2191 2192
21932194
2195 21962197
219821992200
2201
2202
2203
2204
22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
2220
2221
2222
2224
2225
222622272228
2229
22302231
2232 2233
22342235
22362237
2238 2239
2240
2241
2242
2243
22442245
2246
224722482249
2076
2075225022512252225322542255
2256
2257
2258
2259
22602261
22622263
2288
2289
2290
2291
2292
2293
2294
2295 2296
2297
2298
2299
2300
2302
2303
2307
2308
23092310
23112312
2313
2314
23152316
2317
2318
23192320
23212322
2323
2324
2325
2326
2327
2328
2329
23302331
2332
2333
2334
2335
2336
23372338
2339
23402341 23422343
23442345
2346
23472348
2349
23502351
2352
2353
2354
2355
2356
2357
23582359
2360
2361
2362
23632364
23652366
23672368
23692370
2371
2372
2373
2374
2375
2376
2377
2378
2379
2380
2381
23822383
2384
2385
2386
2392
23932394
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
24322433
2434243524362437243824392440
2441
2442
2443
24442445
2446
2447
244824492450
2451
2452
2453
2454
2455
245624572458
2459
2460246124622463
2464
2465
2466
24672468
2469
24702471
247224732474
24752476
2477
2478
2479
24802481
2482
2483
2484
2485
2486
248724882489
2490
249124922493
24942495
24962497249824992500
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
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
263626372638 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
PIPE LOCATION IS ASSUMED.
SURVEY WAS UNABLE TO LOCATE
IN THE FIELD DUE TO DEBRIS. CIVIL
HAS REQUESTED ADDITIONAL
SURVEY TO VERIFY PIPE
LOCATION, MATERIAL, SIZE AND
DEPTH
SURVEY NOTES
1.ON SITE BOUNDARY, TOPOGRAPHY AND PLANIMETRIC INFORMATION IS TAKEN
FROM A SURVEY BY FREELAND & ASSOCIATES INC. DATED 05/01/2022, LAST
REVISED 08/11/2022.. OFFSITE TOPOGRAPHY AND PLANIMETRIC INFORMATION
FROM OTHER SOURCES AND HAS NOT BEEN FIELD VERIFIED BY TIMMONS
GROUP.
2.ALL DISTANCES SHOWN ON SURVEY ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
3.THIS SURVEY DOES NOT REPRESENT A TITLE SEARCH BY THIS FIRM.
4.BASIS OF BEARING SHOWN HEREON IS NC GRID NAD 83 (NSRS 2007).
5.VERTICAL DATUM SHOWN HEREON IS NAVD88.
6.OTHER SOURCES OF INFORMATION INCLUDE AERIAL IMAGERY.
7.NOT LOCATED IN FLOOD HAZARD AREA PER FEMA MAP #3720323200K
(EFFECTIVE 02-16-2007).
8.THE UTILITIES ON THESE PLANS ARE APPROXIMATE ONLY, AND ARE NOT
ACCURATE FOR CONSTRUCTION PURPOSES. FOR FIELD MARKS CALL
1-800-632-4949.
C1.0
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11/11/2022
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
EXISTING CONDITIONS PLAN KEYNOTES
NUMBER DESCRIPTION
CE01
BENCHMARK #1
TBM
MAG NAIL
ELEV=19.78
CE02
BENCHMARK #2
TBM
MAG NAIL
ELEV=17.14
DEMOLITION KEYNOTES
NUMBER DESCRIPTION
D01 EXISTING FEATURE TO REMAIN.
D02
REMOVE EXISTING FEATURE IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED WITH LOCAL
MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
D03
RELOCATE AND MODIFY EXISTING FEATURE TO REMAIN IN SERVICE IN
ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.
CONTRACTOR TO COORDINATE AS NEEDED WITH LOCAL MUNICIPALITY,
INSPECTORS, AND/OR UTILITY COMPANIES.
D04
EXISTING FEATURE TO BE ABANDONED IN PLACE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL REGULATIONS. CONTRACTOR TO COORDINATE AS NEEDED
WITH LOCAL MUNICIPALITY, INSPECTORS, AND/OR UTILITY COMPANIES.
D05 LIMITS OF TRAFFIC CONTROL AREA. REFER TO SCDOT DETAIL 610-030-00 AND
610-025-00.
D06 PROPERTY LINE TO BE VACATED
D07 EASEMENT TO BE VACATED
D08 REMOVE 35 LF OF EXISTING STORM PIPE
D09 REMOVE EXISTING STRIPING
D10 RELOCATE SIGNAL WIRE
ROADWAY ASPHALT TO BE REMOVED
CD01 REMOVE EXISTING C-STORE BUILDING. ABANDON UTILITY SERVICES PER LOCAL
REQUIREMENTS.
CD05 REMOVE EXISTING DUMPSTER ENCLOSURE.
CD07 REMOVE EXISTING CANOPY AND MPDs. ABANDON UTILITY SERVICES PER LOCAL
REQUIREMENTS. REMOVE AND/OR CAP PETROLEUM PIPING AS REQUIRED.
CD11 REMOVE EXISTING USTs; CONTRACTOR TO REMOVE AND/OR CAP PETROLEUM
PIPING AS REQUIRED.
CD13 REMOVE EXISTING MPDs; CONTRACTOR TO REMOVE AND/OR CAP PETROLEUM
PIPING AS REQUIRED.
CD15 REMOVE EXISTING UST VENTS; CONTRACTOR TO REMOVE AND/OR CAP
PETROLEUM PIPING AS REQUIRED.
CD16 BUILDING TO BE DEMOLISHED IN PHASE 1A OF EROSION CONTROL.
TREE REMOVAL
TREE CLEARING
(2)GA
(2)GA
WATER
RISER
ELECTRIC
STUB
MWELL
MWELL
CO
STUB
(2)GA
TPED
BLOCK WALL
MOUND
TR
E
E
LIN
E
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
TR
E
E
L
I
N
E
CONC
DIRT
ROAD
CONC
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
UTMKR
TPED
CO
CO
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
NO VISIBLE PIPE
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
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
SO
L
I
D
W
H
I
T
E
L
I
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
22
.
9
20.3
22
.
9
20.3
0.
2
'
0.
3
'
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
TO I-40E
SIGN
STOP
SIGN
EM/
ABANDONED OE
PP/LP
3.
7
'
3.1
'
CONC
OVER LINE
DIRT
ROAD
DIRT ROAD
ASPHALT
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# R01109-002-001-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
ZONING: B-2
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
PARCEL ID#
R01109-002-002-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
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
101,301 SQ.FT.
2.326 ACRES
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
)
BUILDING
FF=19.83'
HGT=11.91'
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
LOTS 1 THRU 20, BOTH INCLUSIVE
BLOCK 25 MAP OF CASTLE HAYNE
BOOK 48, PAGE 150
VACANT
COMMERCIAL
P.O.B.
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
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I
A
B
L
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P
U
B
L
I
C
R
/
W
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
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
N83° 40' 09"W
307.99'
2088
2089
2090
2091
20922093
2094
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2096
2097
2103
2104
21052106
210721082109
2124 21252126
2127
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2132
2148
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21572158
2159
21602161
2162
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216721682169
21702171
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2173
2174 2175
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21772178
2179
2180 2181
21822183
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2186
2187218821892190
2191
2192
21932194
2195 21962197
2198
21992200
2201
2202
2203
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22052206
220722082209
2210
2211 2212
22132214
2215
22162217
2218 2219
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2222
2224
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22272228
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
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23152316
23192320
23212322
2323
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2325
2326
2327
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2329
23302331
2332
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23402341
23442345
2346
23472348
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23502351
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23582359
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23632364
23652366
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23692370
2371
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2373
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2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
2393
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2397
2398
2399 2400
2401
2402 2403
2404
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24072408
2409 2410
2411
2412
241324142415
2416
2417
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2420
2421242224232424
2425
2426
24272428
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2434243524362437243824392440
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2443
24442445
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244824492450
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245624572458
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246024612462
2463
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24672468
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247224732474
24752476
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248724882489
2490
249124922493
24942495
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24972498
24992500
2501250225032504
2505
25062507
2508
2509
2510
25112512
2513
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25192520
252125222523
2524
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252925302531
25322533
25342535
2536 2537
25382539
2540
25412542
2543
2544
254525462547
2548
2549
2550255125522553
25542555
25562557
2558
2559 2560
25612562
25632564
2565
2566
2567
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2569
25702571
2572
2573 257425752576
2577
2578
257925802581
2582258325842585
25862587
25882589259025912592
2593
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2598
2599
2600
26012602
2603
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2606
2607
2608
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2612
261326142615
261626172618
2619
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26222623
26242625
2626
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26302631
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2635
26362637
2638
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2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
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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
W
W
W
LO
D
LO
D
LO
D
LOD
L
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D
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LOD
LOD
LOD
LOD
CE01
D02
D02
D02
D02
D02
D02
D02
D02
D02
D02
D02D02
D02
D02D01
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D01
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D02
D02
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D03
D03
D08
D10
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DE
M
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T
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
R
C
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K
-
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2
7
2
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1
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N
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##
#
#
#
#
#
#
#
#
#
#
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NE
W
H
A
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O
V
E
R
C
O
U
N
T
Y
-
NC
37630.107
0
SCALE 1"=40'
80'40'
NA
D
8
3
DEMOLITION NOTES
1.ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO
REMAIN AND BE PROTECTED FROM DAMAGE.
2.CONTRACTOR TO OBTAIN, REFERENCE, AND UTILIZE ALL AVAILABLE ENVIRONMENTAL
REPORTS (PHASE 1 ESA, ASBESTOS, ETC.) FROM DEVELOPER.
3.ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION ACTIVITIES SHALL BE
DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE RULES AND REGULATIONS.
4.REMOVE/ DEMOLISH/ ABANDON AFTER EROSION CONTROL MEASURES ARE IN PLACE AN
APPROVAL OF THE INSPECTOR. REFER TO EROSION CONTROL PLAN.
5.REMOVE TOPSOIL AND STOCKPILE APPROPRIATELY ON-SITE. ON-SITE TEMPORARY
STOCKPILES SHALL BE LOCATED WITHIN CONSTRUCTION LIMITS.
6.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED BY THE OWNER
OR OTHERS EXCEPT WHEN PERMITTED UNDER THE FOLLOWING CONDITIONS AND THEN
ONLY AFTER ARRANGING TO PROVIDE ACCEPTABLE TEMPORARY UTILITY SERVICES. (1)
NOTIFY OWNER NOT LESS THAN ONE WEEK IN ADVANCE OF PROPOSED UTILITY
INTERRUPTIONS. (2) DO NOT PROCEED WITH UTILITY INTERRUPTIONS WITHOUT RECEIVING
OWNER WRITTEN PERMISSION. (3) COORDINATE ALL UTILITY RELOCATION WITH
APPROPRIATE UTILITY PROVIDER.
7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A
STRAIGHT AND UNIFORM JOINT WITH NEW CONSTRUCTION. ANY EXISTING PAVEMENT,
SIDEWALK, CURB & GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW
CONSTRUCTION SHALL BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED
AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH EXISTING
CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). UTILITY
INSTALLATIONS MAY UTILIZE OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE.
TRENCH IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR DETAIL.
8.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES. SHOULD DAMAGE OCCUR, NOTIFY ARCHITECT IMMEDIATELY.
9.SUBSURFACE FEATURES ARE SHOWN IN APPROXIMATE LOCATION. CONTRACTOR IS
RESPONSIBLE FOR SUBSURFACE UTILITY EXPLORATION TO DETERMINE UTILITY LOCATIONS
AND DEPTHS. THE CONTRACTOR SHALL USE NC ONE CALL (811) TO LOCATE ALL
UNDERGROUND UTILITIES. SCDOT SIGNAL LINE LOCATES ARE NOT PART OF THE SC
811/ONE CALL FOR UTILITY LOCATES AND MUST BE CALLED SEPARATELY AT 843-661-4812
FOR TRAFFIC SIGNAL LINE LOCATES 3 BUSINESS DAYS PRIOR TO ANY DIGGING WITHIN 1200
LF OF A SIGNALIZED INTERSECTION.
10.CONTRACTOR TO VERIFY LOCATIONS AND SIZES OF ALL EXISTING FEATURES PRIOR TO
COMMENCEMENT OF CONSTRUCTION. REPAIR AND REPLACE ANY DAMAGES TO EXISTING
UTILITIES RESULTING FROM CONSTRUCTION.
11.CONTRACTOR IS RESPONSIBLE FOR REMOVING OR ABANDONING ALL EXISTING UTILITIES
AND STRUCTURES REQUIRED TO COMPLETE SITE CONSTRUCTION, EITHER ONSITE OR IN
PUBLIC ROW, IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.
12.WATER AND SEWER ABANDONMENT SHALL BE DONE IN ACCORDANCE WITH CITY OF
SANFORD PUBLIC WORKS STANDARDS INCLUDING DISCONNECT FROM THE MAIN AND
REMOVAL OF SERVICES FROM THE RIGHT-OF-WAY.
13.ANY EXISTING UNIDENTIFIED SEPTIC SYSTEMS AND WELLS FOUND ON SITE SHALL BE
REMOVED OR ABANDONED IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AT NO CHARGE TO THE OWNER
14.VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXERCISE REASONABLE
EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT
IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
15.CONTRACTOR SHALL COORDINATE ALL CONNECTIONS, RELOCATION AND DEMOLITION
WORK WITH THE APPROPRIATE COMPANY OR JURISDICTION HAVING AUTHORITY AND
SHALL OBTAIN ANY PERMITS AS REQUIRED.
16.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND
OSHA REGULATIONS.
17.EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES ETC. TO REMAIN
WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS NEEDED TO FUNCTION PROPERLY
WITH THE PROPOSED FINISHED GRADES (WHETHER OR NOT INDICATED TO BE MODIFIED).
18.GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS PATHS, LOCATIONS,
LIGHTING ETC. WITH THE DEVELOPER.
19.CONTRACTOR SHALL NOTIFY APPROPRIATE DEPARTMENTS PRIOR TO BEGINNING ANY
WORK WITHIN PUBLIC RIGHT-OF-WAY.
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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E
DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
SITE LAYOUT KEYNOTES
NUMBER DESCRIPTION
CS01 C-STORE BUILDING, 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.
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.
CS41 CANOPY COLUMN (TYP.); REFER TO CANOPY PLANS 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
S11 VARIABLE WIDTH SCM ACCESS AND MAINTENANCE EASEMENT
S12
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
W
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
8
25
X
X
X
X
X
X
X
X
X
X
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
OH
P
OHP
OHP
OHP
OHP
OHP
MWELL
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
(3)GA
(2)GA
6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
EIP
1/2"
REBAR
MWELL
MWELL
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
SP/
PP SIGNAL WIRE
UTMKR
TPED
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
RIPRAP
DA
S
H
E
D
W
H
I
T
E
L
I
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DO
U
B
L
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L
O
W
L
I
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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
TO I-40E
SIGN
STOP
SIGN
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
"
W
20
2
.
3
4
'
(
T
I
E
)
S4
°
1
9
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1
8
"
W
18
1
4
.
2
0
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(
G
R
O
U
N
D
T
I
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)
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
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R
/
W
-
U
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I
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P
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V
E
D
)
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REBAR
P.O.B.
U.
S
.
HI
G
H
W
A
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#
1
1
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CA
S
T
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A
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)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
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(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
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2095
2096
2097
2103
2104
21052106
210721082109
2124 21252126
2127
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2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
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216721682169
21702171
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2174 2175
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21772178
2179
2180 2181
21822183
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2187218821892190
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21932194
2195 21962197
2198
21992200
2201
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22052206
220722082209
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2240
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224722482249
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2421242224232424
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247224732474
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248724882489
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249124922493
24942495
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24972498
24992500
2501250225032504
2505
25062507
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25112512
2513
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25192520
252125222523
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2536 2537
25382539
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25412542
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2550255125522553
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25612562
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25702571
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2573 257425752576
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257925802581
2582258325842585
25862587
25882589259025912592
2593
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26012602
2603
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264326442645
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26472648
2649
26502651
265226532654
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265826592660
26612662
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266426652666
2667 2668
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267326742675 26762677 2678
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2687268826892690
26912692
2693
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26992700
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270327042705 2706
27072708
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27132714
W
W
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25' FRONT & ST
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S
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10' TYPE A OP
A
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10'
TYPE A
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R55'
R60'
R30'
R120'
R360'
R30'
R20'
R20'
R15'
R35'
R20'
R25'
R25'
R3'
R15'
R15'
R120'
R360'
R15'
R15'
65'
12.5'
18'
15.5'
20'
18'
52'
24'
79'
54.4'
43.77'
40'
18'37'24'45'
35'
35'
9.5'
6'
32.54'
32.54'
40'
CS02
CS06
CS05
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CS35
CS41
CS03
S08
CS33
CS34
9.5'
5'
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CS26
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CS01
CS32
CS21
S06
CS10
S04
S02
S02
S05
S05
S09
S09
S08
CS04
CS14
R4'
13'
6'
6.5'
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WETPOND#2
CS07M
CS07M
CS08
CS08
CS08
CS08
COMBINED LOT AREA
270,769 SF
6.22 AC
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CS12
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11/11/2022
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AS SHOWN
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
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.
PAVING KEYNOTES
NUMBER HATCH DESCRIPTION
P01 EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P03 STANDARD DUTY ASPHALT PAVING; REFER TO PAVEMENT
SECTIONS DETAIL CK-170.
P04 HEAVY DUTY ASPHALT PAVING; REFER TO PAVEMENT
SECTIONS DETAIL CK-170.
P05 DOT ASPHALT; REFER TO PAVEMENT SECTIONS DETAIL.
P08 STANDARD DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P09 HEAVY DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P13 PRIVATE CONCRETE SIDEWALK; REFER TO PAVEMENT
SECTIONS DETAIL.
P14 PUBLIC CONCRETE SIDEWALK; REFER TO NCDOT DETAIL
#720-150-00
P16 BUILDING PAD; REFER TO ARCHITECTURAL PLANS BY
OTHERS.
P17 5" MONOLITHIC CONCRETE ISLAND PER NCDOT DETAIL
852.01 AND 852.02
P18 TRANSFORMER PAD PER UTILITY PROVIDER
SPECIFICATIONS.
P19 2" MILL AND 2" S9.5C OVERLAY
CP20 CONCRETE PAVING OVER UST TANKS. REFER TO FUELING
PLANS BY OTHERS FOR DETAILS.
CP21 THICKENED EDGE; REFER TO DETAIL CK-155 AND CK-150.
CP22 REFER TO CONCRETE PAVEMENT JOINT DETAIL (TYP.);
REFER TO DETAIL CK-175.
CP23 SPECIALTY CONCRETE; REFER TO KEYNOTES ON SITE
LAYOUT PLAN
P24 OPEN CUT REPAIR ASHPALT; 5" B25.0C, 3" S9.5C, 2" S9.5C
4.2' DEEP
NOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
PAVING KEYNOTES
NUMBER HATCH DESCRIPTION
P01 EXISTING PAVEMENT TO REMAIN UNDISTURBED.
P03 STANDARD DUTY ASPHALT PAVING; REFER TO PAVEMENT
SECTIONS DETAIL CK-170.
P04 HEAVY DUTY ASPHALT PAVING; REFER TO PAVEMENT
SECTIONS DETAIL CK-170.
P05 DOT ASPHALT; REFER TO PAVEMENT SECTIONS DETAIL.
P08 STANDARD DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P09 HEAVY DUTY CONCRETE PAVING; REFER TO PAVEMENT
SECTIONS DETAIL.
P13 PRIVATE CONCRETE SIDEWALK; REFER TO PAVEMENT
SECTIONS DETAIL.
P14 PUBLIC CONCRETE SIDEWALK; REFER TO NCDOT DETAIL
#720-150-00
P16 BUILDING PAD; REFER TO ARCHITECTURAL PLANS BY
OTHERS.
P17 5" MONOLITHIC CONCRETE ISLAND PER NCDOT DETAIL
852.01 AND 852.02
P18 TRANSFORMER PAD PER UTILITY PROVIDER
SPECIFICATIONS.
P19 2" MILL AND 2" S9.5C OVERLAY
CP20 CONCRETE PAVING OVER UST TANKS. REFER TO FUELING
PLANS BY OTHERS FOR DETAILS.
CP21 THICKENED EDGE; REFER TO DETAIL CK-155 AND CK-150.
CP22 REFER TO CONCRETE PAVEMENT JOINT DETAIL (TYP.);
REFER TO DETAIL CK-175.
CP23 SPECIALTY CONCRETE; REFER TO KEYNOTES ON SITE
LAYOUT PLAN
P24 OPEN CUT REPAIR ASHPALT; 5" B25.0C, 3" S9.5C, 2" S9.5C
4.2' DEEP
NOTE: CURB & GUTTER NOT HATCHED. REFER TO SITE LAYOUT PLAN FOR ADDITIONAL
INFORMATION.
W
T
52
0
0
S
Q
.
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(
R
3
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X
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OHP
OHP
OHP
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P
OH
P
OH
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OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP OHP OHP OHP OHP
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P
OH
P
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P
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P
OH
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OHP
OHP
OHP
OHP
MWELL
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
(3)GA
(2)GA
6.5' CHAINLINK
FENCEEIP 3/4"
OPEN TOP
EIP
1/2"
REBAR
EIP
1/2"
REBAR
MWELL
MWELL
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
SP/
PP SIGNAL WIRE
UTMKR
TPED
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
RIPRAP
DA
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D
W
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DO
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L
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W
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I
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DIRT
EIP 1"
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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
TO I-40E
SIGN
STOP
SIGN
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
"
W
20
2
.
3
4
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(
T
I
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)
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°
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R
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A
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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
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(5
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R
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(SR-1338) (50'
R
/
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LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
2515
2516
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
W
W
W
P04
P08
CP22
P13
P09
CP22
P18
P08
CP22
P13
P13
P08
CP21
CP21
CP21
CP21
2'
2'
CP20
43.77'
54.4'
P13
P04
P04P04
P04
P04
P13
P16
T01
T02T03
T03
T03
T03
SIGHT DISTANCE TRIANGLE PLAN KEYNOTES
NUMBER DESCRIPTION
T01 20' x 445' SIGHT DISTANCE TRIANGLE (RIGHT TURN W/ 40 MPH DESIGN)
T02 20' x 445' SIGHT DISTANCE TRIANGLE (LEFT TURN W/ 40 MPH DESIGN)
T03 10'X70' SIGHT TRIANGLE
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11/11/2022
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
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11/11/2022
W
T
52
0
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NO VISIBLE PIPES
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B
L
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R
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W
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2088
2089
2090
2091
20922093
2094
2095
2096
2097
2103
2104
21052106
210721082109
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2127
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2129
2132
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2152
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2162
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2172
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2174 2175
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2203
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220722082209
2210
2211 2212
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2218 2219
2220
2221
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2224
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22272228
2229
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2232 2233
2234 2235
22362237
2238 2239
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23502351
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2525
2526
2527
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25322533
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2536 2537
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2566
2567
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2595
2596
2597
2598
2599
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2604
2605
2606
2607
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2609
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2611
2612
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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
W
W
W
C2.3
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H
I
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K.MUPPALA
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11/11/2022
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37630.107
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D
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SCALE 1"=40'
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JOB NO.
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DESIGNED BY
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
W
T
52
0
0
S
Q
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.
(
R
3
)
8
25
X
X
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X
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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
OH
P
OHP
OHP
OHP
OHP
OHP
MWELL
TREE LINE
C/L DIT
C
H
CELL TOWER
NO ACCESS
GA
T
E
7.5' CHAINLINK
FENCE
TPED
(3)GA
(2)GA
6.5' CHAINLINK
FENCE
MWELL
MWELL
GRAVEL
35MPH
SIGN
ASPHALT
CURB
TELE
MARKER
2x4
T-PIT
UTMKRNO PARKING
SIGN
LYNN AVE
SIGN
SP/
PP SIGNAL WIRE
UTMKR
TPED
ASPHALT
TO I-40
SIGN
UTMKR
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
RIPRAP
DA
S
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E
D
W
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I
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L
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DO
U
B
L
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L
L
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W
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DIRT
HWY R/W SIGN
30' FROM C/L
NO PARKING
SIGN
MAILBOX
GRAVEL
TPED
UTMKR
DIRT
ROAD
6.5' WOOD
FENCE
TO I-40E
SIGN
STOP
SIGN
DIRT
ROAD
DIRT ROAD
AP
P
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A
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S6
°
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6
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20
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4
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(
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)
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9
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D
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D
(V
A
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HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
2515
2516
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
W
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C2.4
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
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2
7
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37630.107
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D
8
3
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SCALE 1"=40'
80'40'
JOB NO.
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SCALE
DESIGNED BY
CHECKED BY
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1
6
5
2
AS SHOWN
S:
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3
3
2
\
3
7
6
3
0
-
1
0
7
-
3
3
2
-
2
7
2
0
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1
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C
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D
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1
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2
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2
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A
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
GRADING & STORMWATER KEYNOTES
NUMBER DESCRIPTION
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
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. #
CB105
CB106
CB109
CB111
CB112
CB203
CB204
CB205
CB206
CB302
CB303
CB304
EW101
EW201
EW301
MH102
MH103
MH104
MH107
MH108
MH202
OS113
OS114
YI110
TOP
21.00'
22.19'
24.09'
20.44'
20.11'
23.51'
21.00'
22.19'
22.97'
21.87'
22.81'
23.64'
16.38'
16.52'
17.52'
17.00'
20.88'
20.62'
22.15'
24.04'
22.21'
20.50'
20.00'
18.81'
INV. IN
14.13' (24" RCP FROM CB106)
14.48' (24" RCP FROM MH107)
15.81' (18" RCP FROM YI110)
14.62' (24" RCP FROM CB112)
14.77' (24" RCP FROM OS113)
16.60' (15" RCP FROM CB205)
16.49' (15" RCP FROM CB204)
17.36' (15" RCP FROM CB206)
18.88' (15" RCP FROM CB303)
19.38' (15" RCP FROM CB304)
13.50' (30" RCP FROM MH102)
15.00' (18" RCP FROM MH202)
16.00' (15" RCP FROM CB302)
13.61' (30" RCP FROM MH103)
14.72' (18" RCP FROM OS114)
13.85' (30" RCP FROM MH104)
14.01' (24" RCP FROM CB105)
14.51' (24" RCP FROM CB111)
14.56' (24" RCP FROM MH108)
15.23' (24" RCP FROM CB109)
15.88' (18" RCP FROM CB203)
INV. OUT
14.13' (24" RCP TO MH104)
14.48' (24" RCP TO CB105)
15.31' (24" RCP TO MH108)
14.62' (24" RCP TO MH104)
14.77' (24" RCP TO CB111)
16.00' (18" RCP TO MH202)
17.00' (15" RCP TO CB203)
17.36' (15" RCP TO CB203)
17.80' (15" RCP TO CB205)
16.50' (15" RCP TO EW301)
19.38' (15" RCP TO CB302)
19.80' (15" RCP TO CB303)
13.61' (30" RCP TO EW101)
13.85' (30" RCP TO MH102)
14.01' (30" RCP TO MH103)
14.56' (24" RCP TO CB106)
15.23' (24" RCP TO MH107)
15.60' (18" RCP TO EW201)
15.00' (24" RCP TO CB112)
15.00' (18" RCP TO MH103)
16.42' (18" RCP TO CB109)
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
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 838.80 CONCRETE ENDWALL
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.34 TRAFFIC BEARING JUNCTION BOX
NCDOT 840.02 CONCRETE CATCH BASIN
NCDOT 840.52 PRECAST MANHOLE
NCDOT 840.52 PRECAST MANHOLE
NCDOT 840.02 CONCRETE CATCH BASIN
60 x 60 inch Rectangular Structure
60 x 60 inch Rectangular Structure
NCDOT 840.02 CONCRETE CATCH BASIN
STORM PIPE TABLE
FROM - TO
CB105 - MH104
CB106 - CB105
CB109 - MH108
CB111 - MH104
CB112 - CB111
CB203 - MH202
CB204 - CB203
CB205 - CB203
CB206 - CB205
CB302 - EW301
CB303 - CB302
CB304 - CB303
MH102 - EW101
MH103 - MH102
MH104 - MH103
MH107 - CB106
MH108 - MH107
MH202 - EW201
OS113 - CB112
OS114 - MH103
YI110 - CB109
UPSTREAM
INVERT
14.13'
14.48'
15.31'
14.62'
14.77'
16.00'
17.00'
17.36'
17.80'
16.50'
19.38'
19.80'
13.61'
13.85'
14.01'
14.56'
15.23'
15.60'
15.00'
15.00'
16.42'
DOWNSTREAM
INVERT
14.01'
14.13'
15.23'
14.51'
14.62'
15.88'
16.49'
16.60'
17.36'
16.00'
18.88'
19.38'
13.50'
13.61'
13.85'
14.48'
14.56'
15.00'
14.77'
14.72'
15.81'
SLOPE
0.40%
0.40%
0.40%
0.37%
0.35%
0.50%
0.50%
0.50%
0.79%
3.14%
0.50%
0.50%
0.33%
0.33%
0.33%
0.40%
0.40%
2.36%
0.35%
1.00%
0.60%
LENGTH
30.67 LF
86.68 LF
20.00 LF
29.66 LF
41.97 LF
23.29 LF
102.92 LF
151.73 LF
55.80 LF
15.91 LF
100.76 LF
83.21 LF
34.01 LF
73.98 LF
48.24 LF
20.00 LF
168.58 LF
25.43 LF
64.67 LF
27.61 LF
101.15 LF
DIA.
24"
24"
24"
24"
24"
18"
15"
15"
15"
15"
15"
15"
30"
30"
30"
24"
24"
18"
24"
18"
18"
MATERIAL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
DESCRIPTION
CL III
CL III
CL III
CL III
CL III
18 inch RCP
CL III
CL III
CL III
CL III
CL III
CL III
30 inch RCP
30 inch RCP
30 inch RCP
CL III
CL III
18 inch RCP
CL III
CL III
CL V
W
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
(3)GA
(2)GA
SP/
PP SIGNAL WIRE
NO VISIBLE PIPE
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
)
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
)
HOLLY SHELTE
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' P
U
B
L
I
C
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
2094
2095
2096
2097
2103
2104
21052106
2107
21082109
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
2187218821892190
2191 2192
2193
2194
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
2373
2374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
23932394
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
2448
24492450
2451
2452
2453
2454
2455
24562457
2458
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
2497
249824992500
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 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
26162617
2618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
263626372638 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
W
W
W
25
23
24
20
20
19
19
2
1
21
21
22
2
2
23
2
3
24
2425
2
5
22
2
3
2
4
24
25
23
24
25
23
24
23
242424
2
1
22
25
22
23
24
26
23
24
25
2
4
23
24
25
23
24
25
23
24
26
22
202122
20 181921
17
12
1217
18
20
19
20
18
19
2
1
22
20
1
9
2122
22
18
20
17
12
18
17 18
22
22
22
21
G28
G23
FF
E
=
2
5
.
5
0
CG01
CB203
CB109
MH108
CB304
CB303
CB106
CB205
MH107
MH103
CB302
MH104
CB206
CB112
CB105
CB204
MH202
CB111
YI110
OS113
EW201
1
8
"
R
C
P
24" RCP
24" RCP
24" RCP
24" RCP
24" RCP
3
0
"
R
C
P
15" RCP
15" RCP
15" RCP
15" RCP
15
"
R
C
P
18" RCP
18" RCP
15" 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
2
1
22
19
20
15 30
"
R
C
P
24
"
R
C
P
24
"
R
C
P
MH102
30" RCP
EW101
23
EW301
OS114
23
10'W BERM
EL: 22.00
10'W BERM
EL: 22.50
25
24
23
WET POND#2
(REFER TO DETAIL)
WET POND#1
(REFER TO DETAIL)
G32
G33
G33
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
C3.0
GR
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N
A
G
E
P
L
A
N
K.MUPPALA
K.MUPPALA
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
##
#
#
#
#
#
#
#
#
#
#
-
NE
W
H
A
N
O
V
E
R
C
O
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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
W
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
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
SP/
PP SIGNAL WIRE
NO VISIBLE PIPE
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
)
P.O.B.
U.
S
.
HI
G
H
W
A
Y
#
1
1
7
CA
S
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H
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Y
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R
O
A
D
(V
A
R
I
A
B
L
E
P
U
B
L
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C
R
/
W
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
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
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2226
22272228
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
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2314
23152316
23192320
23212322
2323
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2325
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23302331
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23632364
23652366
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2382 2383
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2421242224232424
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2434243524362437243824392440
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248724882489
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249124922493
24942495
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24992500
2501250225032504
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25062507
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25112512
2513
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2517
2518
25192520
252125222523
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252925302531
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25342535
2536 2537
25382539
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25412542
2543
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254525462547
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2549
2550255125522553
25542555
25562557
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2559 2560
25612562
25632564
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25702571
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2573 257425752576
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257925802581
2582258325842585
25862587
25882589259025912592
2593
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26012602
2603
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264326442645
2646
26472648
2649
26502651
265226532654
2655
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265826592660
26612662
2663
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2667 2668
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2679
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26992700
2701
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270327042705 2706
27072708
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27132714
W
W
W
25
23
24
20
20
19
19
2
1
2
1
21
21
22
2
2
23
2
3
24
2425
2
5
22
2
3
2
4
24
25
2324
25
23
24
23
242424
2
1
22
25
22
23
24
26
23
24
25
2
4
23
24
25
23
24
25
23
24
26
22
202122
20 181921
17
12
12
15
17
18
20
19
20
18
19
2
1
22
20
1
9
2122
22
18
20
1712
18
17 18
22
22
21
FF
E
=
2
5
.
5
0
SWK
25.25'
SWK
25.25'
SWK
25.25'
GND
24.84'
GND
25.01'
GND
25.07'
TC
24.00'
GND
21.89'GND
21.51'
GND
22.99'
GND
23.37'
GND
21.93'
GND
22.46'
GND
23.03'
GND
23.62'
GND
24.19'
GND
24.43'
GND
23.93'
GND
23.42'
GND
24.72'GND
24.43'
CROWN
SWK
25.50'
SWK
25.50'
SWK
25.50'
SWK
25.50'
GND
25.50'
GND
25.50'
GND
25.50'
GND
25.50'
GND
24.00'
GND
23.76'
GND
23.78'
TC
24.18'TC
22.93'
TC
22.53'
TC
21.84'
TC
21.86'
TC
20.85'
TC
20.70'
TC
21.57'
TC
22.37'
TC
23.23'
TC
23.64'
TC
22.81'
TC
21.43'
TC
21.00'
TC
19.85'
TC
19.32'
TC
19.30'
TC
21.51'
TC
22.19'
TC
23.16'
TC
23.84'
TC
23.77'TC
24.12'
TC
25.31'
TC
26.73'
TC
25.90'
TC
25.90'
TC
25.52'
TC
26.20'
TC
26.06'TC
24.83'
TC
24.25'
TC
24.08'
HP
24.32'
TC
24.09'
TC
23.15'
TC
23.34'
TC
22.90'
TC
22.19'
TC
21.93'
TC
21.94'
TC
22.25'TC
22.73'
TC
23.05'
TC
23.68'
TC
23.51'
TC
22.00'
TC
21.00'
TC
21.59'
HP
21.75'
TC
22.12'
TC
22.18'
TC
20.62'
GND-ME
19.12'
TC
18.46'GND-ME
18.06'
GND-ME
17.45'
GND-ME
18.08'
2
1
22
19
WET POND#2
(REFER TO DETAIL)
WET POND#1
(REFER TO DETAIL)
10'W BERM
EL: 22.00
10'W BERM
EL: 22.50
C3.1
SP
O
T
G
R
A
D
I
N
G
P
L
A
N
K.MUPPALA
K.MUPPALA
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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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
SPOT ELEVATION LEGEND
TC = TOP OF CURB
ME = MATCH EXISTING
GND = GROUND
SWK = SIDEWALK
PVT = PAVEMENT
HP = HIGH POINT
FC = FLUSH CURB
TW = TOP OF WALL
BW = BOTTOM OF WALL
MW
E
L
L
S5° 56' 36"W
330.14'
2
2
2
3
23
242
4
21
22
20
19
21
22
22
18
20
17
12
18
14
17
18
22
22
2221
CB203
CB205
MH202
OS113
EW201
15
"
R
C
P
15" RCP
18
"
R
C
P
18" RCP
24" R
C
P
6"
P
V
C
2
3
2
4
24
22.522
.
5
FOREBAY
MAIN POOL
RISER STRUCTURE
(SEE DETAIL)
EMERGENCY SPILLWAY
(REFER TO DETAIL THIS
SHEET)
RETAINING WALL TO
BE DESIGNED BY AN
NCPE
6' WIDE
VEGETATED
SHELF
10' BERM
5
10
15
20
25
5
10
15
20
25
1
9
.
4
19
.
1
1
9
.
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8
.
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1
8
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1
8
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7
.
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8
.
2
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.
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.
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3
18
.
7
8
18
.
6
0
18
.
4
0
17
.
4
0
18
.
1
7
10+00 10+50 11+00 11+50 11+88.13
EXISTING GROUND
FILTER DIAPHRAGM
(SEE DETAIL)
FINISHED
GRADE
3:1
100 YEAR WSE = 20.70'
MAIN POND
6' VEG. SHELF
(6:1 SLOPE)
BOTTOM ELEV = 12.00'
TRASH RACK WITH
ANTI-VORTEX
PERMANENT CONCRETE RISER
(REFER TO DETAIL)
2:1 SLOPE (TYP.)
SIPHON OUTLET
(REFER TO
DETAIL)
4" TOPSOIL
PERMANENT POOL ELEV. = 18.00'
TEMPORARY POOL / WATER QUALITY ELEV. = 19.50'
6' VEG. SHELF
(6:1 SLOPE)
FOREBAY
6" CLAY LINER INSTALLED PER
MANUFACTURER'S
INSTALLATION INSTRUCTIONS
EMERGENCY
SPILLWAY
SOD OR SEED
COMPACTED BERM (REFER TO DAM EMBANKMENT AND SOIL
COMPACTION SPECIFICATIONS - TYP.)
64.67' OF 24" RCP @ 0.35%
25.43' OF 18" RCP @ 2.36%
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
C3.2
SC
M
D
E
T
A
I
L
S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
NAD 83
0
SCALE 1"=20'
40'20'
N.T.S.
TOP OF RISER EL. = 20.50
5.0'
4.0'
6" MIN. WALL
THICKNESS
3000 PSI CONC.
(TYP.)
O-RING RCP
OUTLET PIPE
6" MIN. BASE
THICKNESS (TYP.)
6.50'
8.0'
O-RING RCP
FLOW
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
INV. = 15.00'
OUTLET PIPE
FLOW
5.0'
CONTRACTOR TO
CONSTRUCT CONCRETE
COLLAR IN THE FIELD
5.0'
NOTES:
1.MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE
REINFORCEMENT TO SUPPORT WEIGHT OF ANTI-FLOTATATION BALLAST.
2.CONCRETE ANTI-FLOTATION BALLAST SHALL BE A MINIMUM OF 140 PCF.
3.TRASH RACK FOR RISER NOT SHOWN FOR CLARITY.
4.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
4.0' W X 4.0' L X 1.00' H
CONCRETE ANTI-FLOTATION BALLAST
WRAP OUTSIDE OF PIPE JOINTS WITH
DOUBLE LAYER OF NON-WOVEN
GEOTEXTILE FILTER, COVER 2 FT. OF
PIPE CENTERED ON JOINT.
N.T.S.
SIPHON OUTLET DETAIL
INVERT = 18.00
6" PVC CAP WITH
SCREW TYPE PLUG
6" PVC CAP WITH
1.5" Ø DRILLED ORIFICE
8"
8"
8"
3"
6" ORIFICE SCH 40
PVC PIPE AT INV.
ELEV.= 18.00
SIPHON OUTLET
(REFER TO DETAIL)
5' x 5' (O.D.) PERMANENT REINFORCED CONCRETE
OUTLET STRUCTURE DETAILS
SIPHON OUTLET
(REFER TO DETAIL)
PROPOSED
POND BTTM
GROUT SIPHON
OUTLET INTO RISER
STRUCTURE
12" MIN.
HEIGHT VARIES WITH PLANTS
PLANT SPECIES (SEE TABLE)
2-3" DOUBLE SHREDDED HARD
WOOD MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
NURSERY SOURCES:
MELLOW MARSH FARM (919) 742-1200
CURE NURSERY (919) 542-6186
POND VEGETATED SHELF PLANT LIST
71 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 4' O.C.PLANT IN GROUPS OF 5
QUA.COMMON NAMEBOTANICAL NAME SPACING NOTES
70 LOBELIA SIPHILITICA GREAT BLUE LOBELIA 4' O.C.PLANT IN GROUPS OF 5
70 LOBELIA CARDINALIS CARDINAL FLOWER 4' O.C.PLANT IN GROUPS OF 5
70 EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED 4' O.C.PLANT IN GROUPS OF 5
70 ASCLEPIAS INCARNATA SWAMP MILKWEED 4' O.C.PLANT IN GROUPS OF 5
70 SACCHARUM BALDWINII NARROW PLUMEGRASS 4' O.C.PLANT IN GROUPS OF 5
MINIMUM REQUIRED PLANT DENSITY = 50 PLANTS PER 200 SQUARE FEET OF VEGETATED SHELF
(1,683 SF / 200 SF) * 50 PLANTS = 421 MINIMUM PLANTS REQUIRED.
THE FOLLOWING PLANTS SHALL BE PLANTED ON THE 6-FOOT WIDE VEGETATED SHELF BETWEEN THE ELEVATIONS
OF 17.0 - 18.0:
WET POND #1 PLAN VIEW
WET POND #1 PROFILE VIEW
11/11/2022
CI
R
C
L
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-
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&
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2
7
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-
NC
37630.107
EMERGENCY SPILLWAY TYPICAL SECTION
N.T.S.
EMERGENCY SPILLWAY
ELEV. = 21.00'
20' WIDE EMERGENCY SPILLWAY
LINE EMERGENCY SPILLWAY W/ NORTH
AMERICAN GREEN C125, OR EQV., AND
SOD
100-YR WSEL = SEE PROFILE
5:1 5:1
TOP OF DAM = 22.50'
(1) OUTLET
WEIRS
3.0' W X 1.0' H
INV = 19.50
N.T.S.
RISER JOINT CONNECTION
DETAIL
3.0"
6"
1/2"Ø GRADE 8
STAINLESS STEEL
CONCRETE LAG SCREW
12" x 4" x 1/2" STAINLESS
STEEL STRAP (4 PER
RISER JOINT)
CUT -OFF
(KEY TRENCH)
2' MIN. WIDTH X 2' DEEP MIN. INTO
UNDISTURBED SOIL ALONG
LENGTH OF EMBANKMENT
2.0'
2.0' BELOW
UNDISTURBED
SOIL
1:1 SLOPE
6.0'
PROPOSED
BERM
EXIST
GRADE
UNDISTURBED
SOIL
N.T.S.
CUT-OFF TRENCH (KEY TRENCH) DETAIL
N.T.S.
NOTES:
1.CONCRETE CRADLE SHALL ARTICULATE AT PIPE JOINTS.
2.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
3.NO FLOWABLE FILL ALLOWED.
CONCRETE CRADLE DETAIL
N.T.S.
O-RING RCP
12" MIN.
1/2 O.D.
4" MIN.
TOP OF DAM
2' MIN.
6"
12"
MIN.
Do
12"2'
3xDo
2'
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
#57 STONE
TOP OF DRAINAGE DIAPHRAGM
ASTM C-33 CONCRETE SAND
NOTE:
1.4" DRAIN OUTLETS FOR DIAPHRAGM SHALL BE PROTECTED BY AN APPROPRIATE RODENT GUARD:
12" X 12" STAINLESS STEEL MESH SECURED WITH STAINLESS STEEL CLAMP OR APPROVED EQUAL.
2.JOINTS WRAPPED WITH DOUBLE LAYER OF NON-WOVEN GEOTEXTILE FILTER FABRIC ON OUTSIDE
OF PIPE SHALL COVER 2 FEET OF PIPE CENTERED ON JOINT.
A
A
TOP OF DAM
TOP OF DRAINAGE DIAPHRAGM
EMERGENCY
SPILLWAY
2' MIN.
2' MIN.
3:1 TYP
.
3:1 T
Y
P
.
RCP WRAPPED IN DOUBLE LAYER OF
NON-WOVEN GEOTEXTILE FILTER
FABRIC AT PIPE JOINTS. COVER 2 FT.
OF PIPE CENTERED ON JOINT.
(2) NON-PERFORATED
4" SCH 40 PVC
(2) PERFORATED 4" SCH 40
PVC THROUGH WIDTH OF
STONE IN DIAPHRAGM
2'
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM DETAIL
CAPPED (TYP.)
2" LAYER OF #8 CHOKING STONE
BETWEEN SAND AND GRAVEL
N.T.S.
PLANT SPECIES NOTE: IF PLANT SPECIES PROVIDED ON
THIS PLAN ARE NOT AVAILABLE, ALLOWABLE
SUBSTITUTIONS CAN BE FOUND IN THE NCDEQ
STORMWATER DESIGN MANUAL.
MWELL
MWELL
NIP 5/8"
8"
P
V
C
8"P
V
C
N83° 42' 33"W
192.13'
20
0
.
5
3
'
S5
°
5
6
'
3
6
"
W
21
22
20
21
22
20
1819
21
17
14 12
12
1516
17
18
20
20
2122
20
CB106
MH107
MH103
CB302
MH104CB105
24" RCP
24" RCP 24" RCP
3
0
"
R
C
P
15" RCP
1
5
"
R
C
P
18" RCP
RISER STRUCTURE
(SEE DETAIL)
RETAINING WALL TO
BE DESIGNED BY AN
NCPE
FOREBAY
MAIN POOL
EMERGENCY SPILLWAY
(REFER TO DETAIL THIS
SHEET)
6' WIDE VEGETATED SHELF
20
.
5
22
22 22
22
SPILLWAY TW
20.50'
SPILLWAY BW
18.00'
10' BERM
TOP OF DAM
6"
12"
MIN.
Do
12"2'
3xDo
2'
(2) 4" SCH 40 PVC PIPE
PERFORATED THROUGH WIDTH
OF STONE IN DIAPHRAGM
#57 STONE
TOP OF DRAINAGE DIAPHRAGM
ASTM C-33 CONCRETE SAND
3,000 PSI MIN.
CONCRETE CRADLE
NOTE:
1.4" DRAIN OUTLETS FOR DIAPHRAGM SHALL BE PROTECTED BY AN APPROPRIATE RODENT GUARD:
12" X 12" STAINLESS STEEL MESH SECURED WITH STAINLESS STEEL CLAMP OR APPROVED EQUAL.
2.JOINTS WRAPPED WITH DOUBLE LAYER OF NON-WOVEN GEOTEXTILE FILTER FABRIC ON OUTSIDE
OF PIPE SHALL COVER 2 FEET OF PIPE CENTERED ON JOINT.
A
A
2" LAYER OF #8 CHOKING STONE
BETWEEN SAND AND GRAVEL
TOP OF DRAINAGE DIAPHRAGM
2' MIN.
2' MIN.
3:1 TYP
.
3:1 T
Y
P
.
RCP WRAPPED IN DOUBLE LAYER OF
NON-WOVEN GEOTEXTILE FILTER
FABRIC AT PIPE JOINTS. COVER 2 FT.
OF PIPE CENTERED ON JOINT.
(2) NON-PERFORATED
4" SCH 40 PVC
CONCRETE CRADLE SHALL
EXTEND THE FULL LENGTH
OF THE CONDUIT
(2) PERFORATED 4" SCH 40
PVC THROUGH WIDTH OF
STONE IN DIAPHRAGM
2'
2'1'
SECTION A-A
FLOW
DRAINAGE FILTER DIAPHRAGM DETAIL
CAPPED (TYP.)
N.T.S.
8
10
15
20
25
8
10
15
20
25
2
1
.
5
21
.
1
2
0
.
9
2
0
.
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2
0
.
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2
0
.
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.
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21
.
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20
.
9
2
20
.
8
5
20
.
6
0
20
.
2
4
10+00 10+50 11+0011+10.97
100 YEAR WSE = 20.18'
PERMANENT POOL ELEV. = 18.00'
TEMPORARY POOL / WATER QUALITY ELEV. = 19.00'
MAIN POND
FINISHED GRADE
TRASH RACK WITH
ANTI-VORTEX
PERMANENT CONCRETE RISER
(REFER TO DETAIL)
EXISTING
GROUND
6' VEG. SHELF
(6:1 SLOPE)
6' VEG. SHELF
(6:1 SLOPE)
SIPHON OUTLET
(REFER TO DETAIL)
BOTTOM ELEV = 12.00'4" TOPSOIL
6" CLAY LINER INSTALLED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS
FOREBAY
27.61' OF 18" RCP @ 1.00%
15.91' OF 15" RCP @ 3.14%
RETAINING WALL (TO BE DESIGNED BY AN NCPE)
RETAINING WALL
(TO BE DESIGNED
BY AN NCPE)
FILTER DIAPHRAGM
(SEE DETAIL)
EMERGENCY
SPILLWAY
2:1 SLOPE
(TYP.)
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
C3.3
SC
M
D
E
T
A
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S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
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NC
37630.107
NA
D
8
3
0
SCALE 1"=20'
40'20'
N.T.S.
TOP OF RISER EL. = 20.005.0'
4.0'
6" MIN. WALL
THICKNESS
3000 PSI CONC.
(TYP.)
O-RING RCP
OUTLET PIPE
6" MIN. BASE
THICKNESS (TYP.)
6.00'
7.50'
O-RING RCP
FLOW
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
INV. = 15.00'
OUTLET PIPE
FLOW
5.0'
CONTRACTOR TO
CONSTRUCT CONCRETE
COLLAR IN THE FIELD
5.0'
NOTES:
1.MANUFACTURER SHALL HAVE STRUCTURAL ENGINEER DESIGN CONCRETE
REINFORCEMENT TO SUPPORT WEIGHT OF ANTI-FLOTATATION BALLAST.
2.CONCRETE ANTI-FLOTATION BALLAST SHALL BE A MINIMUM OF 140 PCF.
3.TRASH RACK FOR RISER NOT SHOWN FOR CLARITY.
4.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
4.0' W X 4.0' L X 1.00' H
CONCRETE ANTI-FLOTATION BALLAST
WRAP OUTSIDE OF PIPE JOINTS WITH
DOUBLE LAYER OF NON-WOVEN
GEOTEXTILE FILTER, COVER 2 FT. OF
PIPE CENTERED ON JOINT.
N.T.S.
SIPHON OUTLET DETAIL
INVERT = 18.00
6" PVC CAP WITH
SCREW TYPE PLUG
6" PVC CAP WITH
1.25" Ø DRILLED ORIFICE
8"
8"
8"
3"
6" ORIFICE SCH 40
PVC PIPE AT INV.
ELEV.= 18.00
SIPHON OUTLET
(REFER TO DETAIL)
5' x 5' (O.D.) PERMANENT REINFORCED CONCRETE
OUTLET STRUCTURE DETAILS
SIPHON OUTLET
(REFER TO DETAIL)
PROPOSED
POND BTTM
GROUT SIPHON
OUTLET INTO RISER
STRUCTURE
12" MIN.
HEIGHT VARIES WITH PLANTS
PLANT SPECIES (SEE TABLE)
2-3" DOUBLE SHREDDED HARD
WOOD MULCH LAYER
1" COMPOST LAYER
AMENDED SOIL MIX
UNDISTURBED EARTH
NURSERY SOURCES:
MELLOW MARSH FARM (919) 742-1200
CURE NURSERY (919) 542-6186
POND VEGETATED SHELF PLANT LIST
79 EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 4' O.C.PLANT IN GROUPS OF 5
QUA.COMMON NAMEBOTANICAL NAME SPACING NOTES
79 LOBELIA SIPHILITICA GREAT BLUE LOBELIA 4' O.C.PLANT IN GROUPS OF 5
79 LOBELIA CARDINALIS CARDINAL FLOWER 4' O.C.PLANT IN GROUPS OF 5
79 EUPATORIADELPHUS MACULATUS SPOTTED TRUMPETWEED 4' O.C.PLANT IN GROUPS OF 5
79 ASCLEPIAS INCARNATA SWAMP MILKWEED 4' O.C.PLANT IN GROUPS OF 5
80 SACCHARUM BALDWINII NARROW PLUMEGRASS 4' O.C.PLANT IN GROUPS OF 5
MINIMUM REQUIRED PLANT DENSITY = 50 PLANTS PER 200 SQUARE FEET OF VEGETATED SHELF
(1,897 SF / 200 SF) * 50 PLANTS = 475 MINIMUM PLANTS REQUIRED.
THE FOLLOWING PLANTS SHALL BE PLANTED ON THE 6-FOOT WIDE VEGETATED SHELF BETWEEN THE ELEVATIONS
OF 17.0 - 18.0:
WET POND #2 PLAN VIEW
WET POND #2 PROFILE VIEW
EMERGENCY SPILLWAY TYPICAL SECTION
N.T.S.
EMERGENCY SPILLWAY
ELEV. = 20.50'
20' WIDE EMERGENCY SPILLWAY
LINE EMERGENCY SPILLWAY W/ NORTH
AMERICAN GREEN C125, OR EQV., AND
SOD
100-YR WSEL = SEE PROFILE
TOP OF RETAINING
WALL = 22.00'
TOP OF RETAINING
WALL = 22.00'
PERMANENT POOL
ELEVATION = 18.00'
WALL MATERIAL TO BE DETERMINED
BY STRUCTURAL ENGINEER FOR
WET CONDITION
PLANT SPECIES NOTE: IF PLANT SPECIES PROVIDED ON
THIS PLAN ARE NOT AVAILABLE, ALLOWABLE
SUBSTITUTIONS CAN BE FOUND IN THE NCDEQ
STORMWATER DESIGN MANUAL.
N.T.S.
NOTES:
1.CONCRETE CRADLE SHALL ARTICULATE AT PIPE JOINTS.
2.REINFORCED CONCRETE STRENGTH TO BE 3,000 PSI.
3.NO FLOWABLE FILL ALLOWED.
CONCRETE CRADLE DETAIL
N.T.S.
O-RING RCP
12" MIN.
1/2 O.D.
4" MIN.
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 TEMPORARY INLET PROTECTION; REFER TO DETAIL (TYP.)
EC106
SKIMMER SEDIMENT BASIN #1
DRAINAGE AREA=1.34 AC; DIST AREA=1.34 AC
REQ'D SURFACE AREA=498 SF; REQ'D STORAGE=2,412 CF
PROV'D SURFACE AREA=3,710 SF; PROV'D STORAGE=8,840 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 1.5" SKIMMER W/ 1.0" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=14.00'
EC107
SKIMMER SEDIMENT BASIN #2
DRAINAGE AREA=0.87 AC; DIST AREA=0.87 AC
REQ'D SURFACE AREA=1,011 SF; REQ'D STORAGE=1,566 CF
PROV'D SURFACE AREA=4.590 SF; PROV'D STORAGE=12,072 CF
(OR EQUIVALENT SURFACE AREA & VOLUME)
PROVIDE 2" SKIMMER W/ 0.75" DIA. ORIFICE ON
4'X4'X1'D CLASS B PAD; TETHER TO BERM
INV=16.00'
EC108
TEMP. DIVERSION DITCH #1
LENGTH = 184'; DRAINAGE AREA = 0.61 AC; S = 2.2%
Q10 = 0.7 CFS; V10 = 2.81 FPS
D10 = 0.50'; T = 0.68 #/SF
USE 0.50' FBD 0.50' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC109
TEMP. DIVERSION DITCH #2
LENGTH = 145'; DRAINAGE AREA = 0.09 AC; S = 2.1%
Q10 = 0.10 CFS; V10 = 2.74 FPS
D10 = 0.50'; T = 0.65 #/SF
USE 0.50' FBD 0.50' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC110
TEMP. DIVERSION DITCH #3
LENGTH = 245'; DRAINAGE AREA = 0.41 AC; S = 1.2%
Q10 = 2.10 CFS; V10 = 2.38 FPS
D10 = 0.50'; T = 0.46 #/SF
USE 0.50' FBD 0.60' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC111
TEMP. DIVERSION DITCH #4
LENGTH = 148'; DRAINAGE AREA = 0.06 AC; S = 1.4%
Q10 = 0.10 CFS; V10 = 1.68 FPS
D10 = 0.50'; T = 0.28 #/SF
USE 0.50' FBD 0.33' DEEP W/ 3:1 SIDES
LINE W/ N. AMERICAN GREEN (S75)
EC112 3 POROUS BAFFLES
EC113
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=18.00 CREST=19.00
EC114
15' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=20.00 CREST=21.00
EC115 3:1 SIDE SLOPE
EC116 CLASS A RIP RAP DISSIPATER PAD (3'W X 16'L X 12"D)
EC117 CLASS A RIP RAP DISSIPATER PAD (3'W X 25'L X 12"D)
EC118 2:1 SIDE SLOPE
EC119 TREE PROTECTION SIGN ATTACHED TO EROSION FENCE ALONG
TREE PRESERVATION AREAS
EC120 TEMPORARY SOIL STOCK PILE AREA
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
CLEAN WATER DIVERSION DITCH
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
HORSESHOE INLET PROTECTION
SILT/TREE PROTECTION
COMBINATION FENCE
SKIMMER
TEMPORARY DOUBLE INLET
PROTECTION
TOTAL DISTURBED AREA = 211,544 SF = 4.86 AC
(2)GA
(2)GA
WATER
RISER
ELECTRIC
STUB
MWELL
MWELL
CO
STUB
(2)GA
TPED
BLOCK WALL
MOUND
TR
E
E
LIN
E
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
TR
E
E
L
I
N
E
CONC
DIRT
ROAD
CONC
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
UTMKR
TPED
CO
CO
NIP 5/8"
REBAR
NIP
5/8"
REBAR
ASPHALT
NO VISIBLE PIPE
TO I-40
SIGN
UTMKR
TBM
MAG NAIL
ELEV=17.14'
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
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
SO
L
I
D
W
H
I
T
E
L
I
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
22
.
9
20.3
22
.
9
20.3
0.
2
'
0.
3
'
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
TO I-40E
SIGN
STOP
SIGN
EM/
ABANDONED OE
PP/LP
3.
7
'
3.1
'
CONC
OVER LINE
DIRT
ROAD
DIRT ROAD
ASPHALT
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# R01109-002-001-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
ZONING: B-2
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
PARCEL ID#
R01109-002-002-000
N/F
GREEN MEADOWS
PROPERTIES LLC
DB 1967-530
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
101,301 SQ.FT.
2.326 ACRES
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
)
BUILDING
FF=19.83'
HGT=11.91'
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
LOTS 1 THRU 20, BOTH INCLUSIVE
BLOCK 25 MAP OF CASTLE HAYNE
BOOK 48, PAGE 150
VACANT
COMMERCIAL
P.O.B.
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
)
HOLLY SHELT
E
R
R
O
A
D
SR-1002
CASTLE AVEN
U
E
(SR-1338) (50'
R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
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
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
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2333
23402341
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24992500
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252125222523
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2550255125522553
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270327042705 2706
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W
W
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16
18
20
21
161820
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14
16
19
19
14
16
LO
D
LO
D
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D
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D
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EC106
EC112
EC116
EC118
EC115
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EC108
EC109
EC110
EC111
EC116
EC107
EC112
EC101
EC101
EC102
EC103
EC102
EC103
EC104
EC114
EC115
EC116
EC117EC119
EC119
EC119
EC120
C4.0
ER
O
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I
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N
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P
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I
K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
R
C
L
E
K
-
R
&
R
2
7
2
0
9
1
5
-
C
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,
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-
NC
37630.107
0
SCALE 1"=40'
80'40'
NA
D
8
3
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE
AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT
THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY DEQ.
4.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.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE
SUPERVISION OF THE GEOTECHNICAL ENGINEER.
6.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.
7.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.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES
WEEKLY AND AFTER EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT
SEDIMENT RUNOFF.
10.PROVIDE NCDEQ 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 NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE
STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM
REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER,
ENFORCEMENT OFFICER, OR OTHER GOVERNING AGENCY.
PHASE I EROSION CONTROL CONSTRUCTION SEQUENCE:
1.OWNER/DEVELOPER/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.CONTRACTOR TO DIG A TEST PIT WITHIN THE LIMITS OF THE BOTTOM OF THE
STORMWATER CONTROL MEASURE. CONTRACTOR TO HAVE A LICENSED SOIL
SCIENTIST PERFORM AN INFILTRATION TEST AT THE BOTTOM ELEVATION OF
THE SCM AND IMMEDIATELY REPORT THE INFILTRATION RATE TO THE
ENGINEER.
3.OWNER/CONTRACTOR SHALL NOTIFY NCDEQ DEMLR (WILMINGTON, NC) AT (910)
796-7215 A MINIMUM OF 72 HOURS BEFORE START OF CONSTRUCTION ON EACH
PHASE.
4.ONLY CLEAR/GRADE ENOUGH TO INSTALL SEDIMENT CONTROL DEVICES AS
SHOWN IN PHASE I.
5.INSTALL CONSTRUCTION ENTRANCE, CLEAN WATER DIVERSION DITCH AND
TEMPORARY PIPE AS INDICATED ON PLAN. INSTALL SILT FENCE, SILT FENCE
OUTLETS AROUND THE PERIMETER OF THE SITE. DISTURB ONLY THE AREAS
NECESSARY FOR INSTALLATION.
6.ADJUST EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY FOR
PROPER OPERATION. INSTALL ADDITIONAL EROSION CONTROL MEASURES IF
DETERMINED NECESSARY BY INSPECTOR.
7.INSPECT ALL EROSION CONTROL DEVICES AFTER EVERY RAINFALL EVENT AND
AT LEAST ONCE PER WEEK. REPAIR AND CLEAN OUT AS REQUIRED.
8.NOTIFY NCDEQ DEMLR (WILMINGTON, NC) AT (910) 796-7215 FOR AN INSPECTION
AFTER THIS IS COMPLETED.
9.PROCEED TO PHASE 2 OF THE EROSION CONTROL SEQUENCE WHEN PHASE 1
MEASURES HAVE BEEN COMPLETED, INSPECTED, AND APPROVED.
JOB NO.
SHEET NO.
SCALE
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
11/11/2022
W
T
52
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IE=20.38
12"CPP
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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
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GA
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7.5' CHAINLINK
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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
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EIP
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UTMKR
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MAG NAIL
ELEV=17.14'
LINE
PER PLAN
LOCATION
LINE
PER PLAN
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CBDI
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FULL OF DEBRIS
CMP=14.45
15"CMP
FULL OF DEBRIS
TERMINUS UNKNOWN
CBDI
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FULL OF
WATER/DEBRIS
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ELEV=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
SSMH
SEALED SHUT
TOP=17.68
IE=12.48
(PER PLANS)
8"
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IE IN(8")=9.87
IE OUT=9.77
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2088
2089
2090
2091
20922093
2094
2095
2096
2097
2103
2104
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210721082109
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2127
2128
2129
2132
2148
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2151
2152
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2166
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2173
2174 2175
2176
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2179
2180 2181
21822183
2184
2185
2186
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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
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2261
2293
2294
2295
2311
2312
2313
2314
23152316
23192320
23212322
2323
2324
2325
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23302331
2332
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23402341
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2496
24972498
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
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2548
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25542555
25562557
2558
2559 2560
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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
W
W
W
25
23
24
20
20
19
19
2
1
21
21
22
2
2
23
2
3
24
2425
2
5
22
2
3
2
4
24
25
23 24
25
23
24
23
242424
2
1
22
25
22
23
24
26
23
24
25
2
4
23
24
25
23
24
25
23
24
26
22
202122
20 181921
17
12
12
15
17
18
20
20
2122
20
19
20
18
19
2
1
2
2
20
1
9
2122
22
18
20
17
12
18
17 18
22
22
22
21
LO
D
LO
D
LO
D
LOD
L
O
D
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
LOD
LOD
LOD
EC201
FF
=
2
5
.
5
0
EC202
EC203
EC203
EC219
EC205
EC205
EC212
EC213
EC214
EC219
EC218
EC218
EC218
EC212
EC215
EC216
EC217
EC220
LOD LIMITS OF DISTURBANCE
EROSION CONTROL LEGEND
SILT FENCE
TEMPORARY INLET PROTECTION
TREE PROTECTION FENCE
POROUS BAFFLE
CONSTRUCTION ENTRANCE
EMERGENCY SPILLWAY / RIP RAP
APRON
CLEAN WATER DIVERSION DITCH
TEMPORARY DIVERSION DITCH
CONCRETE WASHOUT
CHECK DAM
STOCKPILE AREA
W
SILT FENCE STONE OUTLET
WATTLE
HORSESHOE INLET PROTECTION
SILT/TREE PROTECTION
COMBINATION FENCE
SKIMMER
TEMPORARY DOUBLE INLET
PROTECTION
TOTAL DISTURBED AREA = 211,544 SF = 4.86 AC
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 40' X 50' CONSTRUCTION ENTRANCE; REFER TO
DETAIL
EC205 TEMPORARY INLET PROTECTION; REFER TO DETAIL
EC206 TEMPORARY HORSESHOE INLET PROTECTION; REFER TO DETAIL
EC212 3:1 SIDE SLOPES
EC213
20' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=20.00 CREST=19.00
EC214
20' WIDE SPILLWAY W/ CLASS B RIPRAP & NON-WOVEN LINER
OR 50 MIL HEAVY DUTY SILVER TARP
TOP=21.00 CREST=19.00
EC215 CLASS B RIP RAP DISSIPATER PAD (4.5'W X 9'L X18"D)
EC216 CLASS B RIP RAP DISSIPATER PAD (3.8'W X7.5'L X18"D)
EC217 CLASS B RIP RAP DISSIPATER PAD (7.5'W X15'L X 18"D)
EC218 TREE PROTECTION SIGN ATTACHED TO EROSION FENCE ALONG
TREE PRESERVATION AREAS
EC219 EXISTING ASPHALT PAVEMENT TO ACT AS STABILIZED
CONSTRUCTION ENTRANCE
EC220 TEMPORARY SOIL STOCK PILE AREA
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
C4.1
ER
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C
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I
I
K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
R
C
L
E
K
-
R
&
R
2
7
2
0
9
1
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-
NC
37630.107
NA
D
8
3
0
SCALE 1"=40'
80'40'
PHASE II EROSION CONTROL CONSTRUCTION SEQUENCE:
1.MAINTAIN ALL EXISTING EROSION CONTROL FEATURES PREVIOUSLY CONSTRUCTED AND ASSOCIATED WITH
PHASE I EROSION CONTROL.
2.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THE EROSION AND SEDIMENTATION CONTROL
MEASURES AND COMPETE THE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THE DEMLR
WEBSITE: HTTPS://FILES.NC.GOV/NCCLEQ/PLNERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORM
WATER/N PD E.S%20(IENERAL%20 PERMITS/D EM LR-CSW-MONITORING-EORM-REV-APRIL-L-2019.PDF.
TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT ON-SITE AND AVAILABLE FOR
INSPECTION AT ALL TIMES. IT IS RECOMMENDED A COPY BE KEPT IN A PERMITS BOX.
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 POINT
(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.BEGIN BRINGING FILL INTO THE SITE. IMPORTED MATERIAL WILL REQUIRE A PERMITTED SITE APPROVAL
BEFORE THIS PROCESS BEGINS. ALL FILL SHALL BE BROUGHT INTO THE SITE AND EVENLY SPREAD OUT
THROUGH THE SITE AS SHOWN IN LIFTS OF NO MORE THAT 1.0' AT A TIME. FILL SHALL BE ROLL COMPACTED BY
A DOZER OR EQUIVALENT AS IT IS PLACED.
6.REMOVE TEMPORARY DIVERSION DITCHES #1 & 2.
7.INSTALL SITE IMPROVEMENTS, STORMWATER DRAINAGE SYSTEM, UTILITY SERVICES, SIDEWALKS AND DRIVES
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.
8.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.
9.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.
8.INSTALL CURB & GUTTER AND GRAVEL BASE.
9.MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED BY EROSION CONTROL
INSPECTIONS PRIOR TO REMOVAL OR INSTALLATION. CONTACT THE EROSION CONTROL INSPECTOR TO OBTAIN
SIGN-OFF ON THE PLANS.
10.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.
11.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.
SEDIMENT BASIN DECOMMISSIONING SEQUENCE:
·SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL ENGINEER/CONSULTANT TO DETERMINE IF A BASIN
CAN BE REMOVED. INSTALL SILT FENCING OR OTHER TEMPORARY EROSION CONTROL MEASURES AS
NEEDED PRIOR TO REMOVAL OF THE BASIN.
·DEWATER BASIN USING A SILT BAG; SEE SEDIMENT DEWATERING BASIN SILT BAG DETAIL.
·REMOVE BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE
EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA IN PREPARATION FOR SEEDING.
·PERFORM SEEDBED PREPARATION, SEED, MULCH AND ASPHALT TACK ANY RESULTING BARE AREAS
IMMEDIATELY.
·WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL ENGINEER/CONSULTANT FOR APPROVAL OF
REMOVING REMAINING TEMPORARY EROSION CONTROL MEASURES AND ADVICE ON WHEN SITE CAN BE
ISSUED A CERTIFICATE OF COMPLETION.
12.AFTER THE EROSION BASINS ARE REMOVED, ENSURE RIPRAP PADS AND GRADES AT THE PIPE OUTLETS ARE
ADJUSTED TO FINISHED GRADE.
13.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. FAILURE TO DO SO WILL
PREVENT A CERTIFICATE OF OCCUPANCY FROM BEING ISSUED.
14.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.
AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE
PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT).
A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1.ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
2.A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
3.FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD SUBJECT THE CONTRACTOR TO
FINES AND PENALTIES ISSUED BY DEQ.
4.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.
5.EXCAVATION AND EARTH MOVING OPERATIONS SHALL BE CONDUCTED UNDER THE SUPERVISION OF THE
GEOTECHNICAL ENGINEER.
6.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.
7.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.
8.INSPECT AND PROPERLY MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER
EVERY RAINFALL EVENT.
9.INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY TO PREVENT SEDIMENT RUNOFF.
10.PROVIDE NCDEQ 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 NCDEQ. THIS AREA MUST ALSO BE AN UPLAND AREA.
11.CONCRETE WASHOUT TO BE LOCATED A MINIMUM OF 50' FROM ANY DRAINAGE STRUCTURE.
12.THE EROSION CONTROL MEASURES INDICATED ON THE PLANS ARE THE MINIMUM REQUIREMENTS.
13.ADDITIONAL MEASURES MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, ENFORCEMENT OFFICER, OR
OTHER GOVERNING AGENCY.
W
T
52
0
0
S
Q
.
F
T
.
(
R
3
)
FULL OF DEBRIS
IE=20.38
12"CPP
IE=18.94
4"CPP
IE=19.38
UNABLE TO LOCATE
TERMINUS
(3)GA
(2)GA
TELE
MARKER
2x4
T-PIT
UTMKR
SP/
PP SIGNAL WIRE
UTMKR
TPED
NO VISIBLE PIPE
UTMKR
LINE
PER PLAN
LOCATION
LINE
PER PLAN
LOCATION
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=13.11
8"PVC IE=15.88
CBDI
TOP=16.43
NO VISIBLE PIPES
BOTTOM
ELEV=13.72
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
TPED
UTMKR
15' DRAINAGE
EASEMENT
S6
°
0
4
'
5
6
"
W
20
2
.
3
4
'
(
T
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E
)
S4
°
1
9
'
1
8
"
W
18
1
4
.
2
0
'
(
G
R
O
U
N
D
T
I
E
)
15
'
SSMH
TOP=15.86
IE=9.31
CE
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A
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T
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T
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HOLLY SHELTE
R
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SR-1002
CASTLE AVEN
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(SR-1338) (50'
R
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W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
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W
)
N6
°
1
5
'
4
2
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E
4
2
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.
7
0
'
S83° 40' 09"E
313.45'
S67° 4
2
'
4
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W
483.3
2
'
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192.13'
L
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°
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305.69'
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°
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W
2088
2089
2090
2091
20922093
2094
2095
2096
2097
2103
2104
21052106
2107
21082109
2124 21252126
2127
2128
2129
2132
2148
2149
2151
2152
2156
21572158
2159
21602161
2162
2163
2165
2166
21672168
2169
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
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
2373
2374
2375
2376
2377
2379
2380
2381
2382 2383
2384
2385
2386
2392
23932394
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
24562457
2458
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
2497
249824992500
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 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
26162617
2618
2619
2620
2621
26222623
26242625
2626
26272628
2629
26302631
2632
2633
2634
2635
263626372638 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
W
W
W
FF
=
2
5
.
5
0
CU26
S
A
N
SAN
W
W
W
W
W
W
SA
N
CO101
CO102
CO103
CU18
CU19
CU04
CU17
CU06
U01
CU25
U04
CU03
CU37
CU01
CU01
CU04
CU07
CU11
CU12
CU13
CU23
U02
U03
U05
U05
U09
U06U06
U08
U10
U07
WET POND#2
(REFER TO DETAIL)
WET POND#1
(REFER TO DETAIL)
U12
U12
U07
U08
U11
U13
CO104
CO105
UTILITY PLAN KEYNOTES
NUMBER DESCRIPTION
CU01
CONTRACTOR TO VERIFY EXISTING UTILITY LOCATIONS PRIOR
TO START OF CONSTRUCTION. IMMEDIATELY NOTIFY CLIENT
AND ENGINEER IF DISCREPANCIES OR CONFLICTS ARE FOUND.
CU03 WATER LINE POINT OF CONNECTION; 12" x 6" TEE
CU04 2" SDR-9 PVC DOMESTIC WATER SERVICE; CONFIRM SIZE WITH
MEP PLANS BY OTHERS. ESTIMATED 52 GPM.
CU06
2" DOMESTIC RPZ BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE WATER METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU07 WATER LINE POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU11 1" IRRIGATION METER
CU12
1" RPZ IRRIGATION BACKFLOW PREVENTER (PER LOCAL
REQUIREMENTS) DOWNSTREAM OF THE IRRIGATION METER.
PROVIDE POWER TO HOT BOX. REFER TO DETAIL CK-240.
CU13
1" IRRIGATION WATER LINE. REFER TO IRRIGATION PLANS BY
OTHERS AND DETAILS CK-230 AND CK-235. INSTALL IRRIGATION
SLEEVES UNDER PAVEMENT. LOCATION PER IRRIGATION PLAN.
PROVIDE AS-BUILT TO CIRCLE K CONSTRUCTION MANAGER.
CU17 SANITARY SEWER POINT OF CONNECTION.
CU18 6" PVC SANITARY SEWER SERVICE @ 1/8" PER LF MIN. SLOPE, 4'
MIN. COVER (TYP.).
CU19 SANITARY SEWER CLEANOUT. TRAFFIC RATED IF WITHIN
PAVEMENT (TYP.). REFER TO DETAIL CK-205.
CU23 SANITARY SEWER POINT OF ENTRY TO BUILDING; REFER TO MEP
PLANS BY OTHERS.
CU26
ELECTRIC TRANSFORMER PAD LOCATION. COORDINATE WITH
LOCAL PROVIDER. LOCAL PROVIDER CAN SUPERSEDE THE
PROPOSED TRANSFORMER PAD LOCATION. PROVIDE TWO (2) 6"
CONDUITS BETWEEN POINT OF CONNECTION AND
TRANSFORMER. 24" MINIMUM BURY DEPTH WITH 18" OF
VERTICAL SEPARATION AT WATER AND SEWER CROSSINGS.
CU32
LIGHT POLE BASE; REFER TO DETAIL CK-190. REFER TO
LIGHTING, ELECTRICAL, AND STRUCTURAL PLANS BY OTHERS
(TYP.).
CU37 NON-FREEZE YARD HYDRANT (TYP.) WATTS TYPE HY-800 OR
APPROVED EQUAL.
U01 2" DOMESTIC WATER METER
U02 1" PVC YARD HYDRANT TO DIESEL CANOPY
U03 JACK AND BORE UNDER THE DOT ROW FOR THE PROPOSED 6"
WATER MAIN INSTALLATION
U04 APPROXIMATE LOCATION OF EXISTING 12" WATER MAIN.
CONTRACTOR TO FIELD VERIFY
U05 12" GATE VALVE
U06 6" GATE VALVE
U07 2" GATE VALVE
U08 1" GATE VALVE
U09 1" X 6" TEE
U10 2" X 6" TEE
U11 1" X 2" TEE
U12
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
U13 UST TANKS AND PAD; REFER TO FUELING PLANS BY OTHERS
FOR PAD SIZING AND PAVING DESIGN.
SANITARY SEWER STRUCTURE TABLE
STR. #
CO101
CO102
CO103
TOP
24.43'
21.91'
20.57'
INV. IN
19.63' (6" PVC FROM )
18.28' (6" PVC FROM CO101)
17.11' (6" PVC FROM CO102)
14.83' (6" PVC FROM CO103)
INV. OUT
19.53' (6" PVC TO CO102)
18.18' (6" PVC TO CO103)
16.50' (6" PVC TO CO104)
14.73' (6" PVC TO CO105)
DESCRIPTION
6 '' Cleanout
6 '' Cleanout
6 '' Cleanout
SANITARY SEWER PIPE TABLE
FROM - TO
- CO101
CO101 - CO102
CO102 - CO103
CO103 - CO104
CO104 - CO105
CO105 -
UPSTREAM
INVERT
20.00'
19.53'
18.18'
16.50'
14.73'
13.06'
DOWNSTREAM
INVERT
19.63'
18.28'
17.11'
14.83'
13.16'
12.85'
SLOPE
1.25%
1.25%
1.25%
1.25%
1.25%
1.25%
LENGTH
29.99 LF
100.05 LF
85.39 LF
133.25 LF
125.36 LF
17.06 LF
DIA.
6"
6"
6"
6"
6"
6"
MATERIAL
PVC
PVC
PVC
PVC
PVC
PVC
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
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DRAWN BY
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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
C5.0
UT
I
L
I
T
Y
P
L
A
N
K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
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K
-
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&
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2
7
2
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NC
37630.107
NA
D
8
3
0
SCALE 1"=40'
80'40'
UTILITY NOTES
1.CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (811) LOCATE ALL
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
2.ALL UNDERGROUND FEATURES INDICATED ON THE PLANS SHOULD BE
CONSIDERED APPROXIMATE IN LOCATION AND SHOULD BE VERIFIED IN THE
FIELD PRIOR TO CONSTRUCTION. NOTIFY THE DESIGN ENGINEER
IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
3.CONTRACTOR SHALL COORDINATE THE LOCATION OR RELOCATION OF ALL
OVERHEAD AND UNDERGROUND COMMUNICATION LINES, ELECTRIC AND GAS
SERVICE WITH THE APPROPRIATE UTILITY COMPANY AND/OR THE CITY PRIOR
TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL PROVIDE CONDUITS AS
REQUIRED FOR THESE UTILITIES UNDER PAVED AREAS.
4.ALL ILLUSTRATED UTILITY INFRASTRUCTURE IS DIAGRAMMATIC AND MAY NOT
REPRESENT THE ACTUAL SIZE OF INFRASTRUCTURE. NOTIFY THE DESIGN
ENGINEER IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES ARE NOTED.
5.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CASTLE HAYNE AND THE STATE OF NORTH CAROLINA
STANDARDS AND SPECIFICATIONS.
6.METERS WILL BE THE SAME SIZE IN DIAMETER AS THE SERVICE.
7.A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND ALL WATER METERS.
8.ALL 6" SANITARY SEWER SERVICES CONNECTIONS SHALL BE MADE INTO
MANHOLES ONLY.
9.UTILITY TRENCHES SHALL BE CUT AND PAVEMENT REPAIRED TO CASTLE
HAYNE STANDARDS.
10.ALL DISTURBED HARDSCAPE AND LANDSCAPING (CONCRETE, ASPHALT,
BRICK, TREES, SHRUBS, ETC) SHALL BE REPLACED ACCORDING TO CASTLE
HAYNE AND NCDOT STANDARDS AND SPECIFICATIONS.
W
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52
0
0
S
Q
.
F
T
.
(
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3
)
8
25
TREE LINE
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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# R011000-015-008-000
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)
PARCEL ID#
R01100-015-003-000
N/F
BIAN K. McDONALD
SHANNON C. McDONALD
DB 6271-422
ZONED: RA
PARCEL# R011000-014-004-000
N/F
DENNIS W. ANDERSON
DB 5271-1915
ZONED: B-2
(VACANT)
CE
D
A
R
S
T
R
E
E
T
(5
0
'
R
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U.
S
.
HI
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#
1
1
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(V
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HOLLY SHELT
E
R
R
O
A
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SR-1002
CASTLE AVEN
U
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(SR-1338) (50' R
/
W
)
LYNN AVENUE
(SR-1338) (50' PU
B
L
I
C
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
219821992200
2201
2202
2203
2204
22052206
2207220822092210
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
23822383
2384
2385
2386
2392
23932394
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
2448
24492450
2451
2452
2453
2454
2455
245624572458
2459
2460246124622463
2464
2465
2466
24672468
2469
24702471
247224732474
24752476
2477
2478
2479
24802481
2482
2483
248424852486
248724882489
2490
249124922493
24942495
24962497249824992500
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 2574257525762577
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
262926302631
2632
2633
2634
2635
263626372638 2639
2640
2641
2642
264326442645
2646
26472648
2649
26502651
265226532654
2655
2656
2657
265826592660
26612662
2663
266426652666
2667 2668
2669
2670
26712672
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
W
W
S
A
N
W
W
W
W
SA
N
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)
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
PROPOSED
MONUMENT SIGN
W/ANNUAL
PLANTING BED
PROPOSED
RETAINING
WALL
PROPOSED FUEL
STORAGE TANK
LC (36)
IC (27)
LM (27)
QL (1)
QL (1)
LC (18)
IC (17)
PROPOSED
RETAINING
WALL
LH (24)
LT (12)
LT (12)
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)
C6.0
LA
N
D
S
C
A
P
E
P
L
A
N
K.MUPPALA
K.MUPPALA
M.DAVIDSON
11/11/2022
CI
R
C
L
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K
-
R
&
R
2
7
2
0
9
1
5
-
C
A
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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
37630.107SCALE 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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PRELIMINARY - NOT RELEASED FOR CONSTRUCTION
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CASTLE HAYNE,
NCDEQ AND NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS
11/11/2022
PLANT SCHEDULE
SYMBOL QNTY BOTANICAL NAME COMMON NAME
MIN.
INSTALLATION
SIZE
LARGE TREE
NS 3 NYSSA SYLVATICA BLACK GUM 2" CAL. (MIN.)
QL 8 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: 480 LF * 25 LF = 12,000 SF
12,000 SF / 600 SF = 20
20 * 6 = 120 SHRUBS
20 * 3 = 60 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:
6" MIN.
EXISTINGROADWAY
ROADWAY
EXISTING
FABRIC UNDER STONE 12" MIN.
CROSS SECTION
PLAN
70' MIN.30' MIN.
15' MIN.
SEDIMENT ON SITE
BUT SUFFICIENT TO KEEP50' MIN.
2-3" COARSE
CONSTRUCTION SPECIFICATIONS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE
PLANS AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE
OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION
IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2"
STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
IT OUT A NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
NTS
CONSTRUCTION ENTRANCE
DETAIL
AGGREGATE
POROUS BAFFLES DETAIL
NTS
SUPPORT ROPE
TO WIRE TO
PREVENT SAGGING
SUPPORT POST
24" INTRO BOTTOM
OR SIDE
STAKE TO
SUPPORT WIRE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE
OUTLET ZONE
NOTES:
1.BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND
SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2.MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3.PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH).
PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4.BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5.TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP
OF THE BERMS
6.INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH
RAINFALL
INLET ZONE
35% of
basin
surface
area
1st Cell
25% of
basin
surface
area
2nd Cell
25% of
basin
surface
area
15% of
basin
surface
area
CROSS SECTION
PLAN VIEW
SECTION VIEW AT OPENING
FENCE AND
FABRIC
BURIED IN
TRENCH
6"X6" TRENCH,
BACKFILLED AND
COMPACTED
2'
STEEL POST
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC
OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
CROSS SECTION A-A
PLAN VIEW
NOTE:
STABILIZE DIVERSION DITCH WITH TEMPORARY
SEEDING AND EROSION CONTROL NETTING.
A
A
SIDE SLOPES
2 : 1 (MAXIMUM)
UPSLOPE TOE
STEEP CUT OR FILL SLOPE
2' MIN.
POSITIVE GRADE 1.0% MAXIMUM
2 : 1 SLOPE (MAXIMUM)
2'
MINIMUM
STEEP CUT OR
FILL SLOPE
TOP RIM OF DITCH
TOP RIM OF DITCH
20' FROM
PROPERTY LINE
CONSTRUCTION SPECIFICATIONS
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH,
STUMPS, AND OTHER OBJECTIONABLE MATERIAL
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION
MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY
POINT THAN THE DESIGN ELEVATION PLUS THE SPECIFIED
SETTLEMENT.
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT
MACHINE REGRADING AND CLEANOUT.
5. DIVERSION DITCHES MUST COMPLY WITH THE 7-DAY GROUND
STABILIZATION REQUIREMENT AT THE RIDGE OF THE BERM PER
NCDEQ.
6. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,
UNLESS IT WILL REMAIN IN PLACE LESS THAN 30 WORKING DAYS
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND
AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA
AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS
AS NEEDED.
WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO
BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
NTS
STANDARD TEMPORARY DIVERSION DITCH
MAINTENANCE:
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
NTS
RIP RAP APRON
SIDE VIEW
FRONT VIEW
HARDWARE CLOTH
WIRE FENCE
STEEL FENCE POST
GRADE
NOTE:
BURY WIRE FENCE, HARDWARE CLOTH, AND
SILT FENCE FABRIC 6 INCHES INTO THE
TRENCH
GRADE
18"
SILT FENCE
FABRIC
WIRE FENCE
STEEL FENCE POST SET
MAXIMUM 2 FEET APART
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
PLAN VIEW
FILTER OF 1 INCH DIAMETER #
57 WASHED STONE
STEEL FENCE POSTSILT FENCE FABRIC
ON WIRE FENCE
HARDWARE
CLOTH ON WIRE
FENCE
HARDWARE CLOTH
NOTE:
SILT FENCE FABRIC TO OVERLAP
HARDWARE CLOTH BY 12 INCHES
FLOW DIRECTION
FL
O
W
FL
O
W
FL
O
W
OVERLAP
12
INCHES
OVERLAP
12
INCHES
8"
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE
AND THERE IS A LOW AREA. USE AS A REPAIR
OF SILT FENCE FAILURES.
CONSTRUCTION SPECIFICATIONS
1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER
OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461, WHICH IS SHOWN IN PART IN TABLE 6.62B.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
EXPECTED USABLE CONSTRUCTION LIFE AT TEMPERATURE RANGE OF 0 TO 120° F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.25 LB/LINEAR FT MINIMUM STEEL WITH A MINIMUM LENGTH OF 5 FEET. MAKE SURE THAT
STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE FENCE WITH MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING
OF 6 INCHES.
MAINTENANCE
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
4"
NTS
STANDARD SILT FENCE STONE OUTLET
STD. # 40.35
3' MIN
COIR MESH OR JUTE, TRENCHED
INTO BOTTOM AND SIDE
4'MAX STAKE TO SUPPORT WIRE
EMERGENCY
SPILLWAY
6" MIN. INVERT ELEVATION OF
EMERGENCY SPILLWAY
SEDIMENT
STORAGE ZONE
DEWATERING
ZONE
INFLOW
STRUCTURE
3 YEARS MAX
3 MINUMUM
24 HOURS
SKIMMER
2 FEET
6:1
2:1
325 SQUARE FEET PER CFS OF Q10 PEAK FLOW
1800 CUBIC FEET PER ACRE OF DISTURBED AREA
10 ACRES
STONE
CROSS-SECTION VIEW
WDP10-12-2012 SKIMMER
SEDIMENT BASIN
STONE PAD
SUPPORT POST 24" INTO
BOTTOM OR SIDESSUPPORT ROPE TO WIRE
TO PREVENT SAGGING
BAFFLE DETAIL
DESIGN LIFE OF FABRIC
IS 6-12 MONTHS
TETHER
WDP 1-9-2012
JUTE OR COIR
BAFFLES
DESIGN LIFE:
BAFFLES REQUIRED:
MINIMUM DEWATERING TIME:
DEWATERING MECHANISM:
MINIMUM DEPTH:
MAXIMUM L/W RATIO:
MINIMUM L/W RATIO:
MINIMUM SURFACE AREA
MINIMUM VOLUME:
MAXIMUM DRAINAGE AREA:
PRIMARY SPILLWAY:
DESIGN CRITERIA
DATE: 7/11/07
1' FREEBOARD EMBANKMENT
FILTER FABRIC
REVISIONS DRAWN BY: WDP
PUBLIC WORKS DEPARTMENT
CITY OF RALEIGH
ENERGY
DISSAPATOR
TETHER
SKIMMER
EMERG
E
N
C
Y
9"-16"
STONE W/FABRIC
W/ IMPERMEABLE LINER
STONE ENERGY
DISSIPATOR
CO
M
P
A
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T
E
D
E
A
R
T
H
E
N
D
A
M
MIN. SIZE 15"CMP
12" SMOOTH WALL
5' CREST
WIDTH
SPILL
W
A
Y
EXTEND BAFFLES UP SIDES AS
TO NOT ALLOW FLOW AROUND
THE ENDS.
SECOND CHAMBER
FIRST CHAMBER
INLET ZONE
* AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY ELEVATION
AREA*
LAVERAGE
WIDTH W
PROVIDE STABLE TRANSITIONS FROM TEMPORARY DIVERSIONS INTO BASINS.
PROVIDE 25% BAFFLE SPACING WITHIN BASIN.
NOTES:
PIPE OR DITCH
IMPERMEABLE LINER
SKIMMER SEDIMENT BASIN
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST
WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH
OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE
HEIGHT OF THE FIRST BAFFLE. PULL THE
SKIMMER TO ONE SIDE SO THAT THE SEDIMENT
UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE
THE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND THE SKIMMER OR THE FIRST CELL.
MAKE SURE VEGETATION GROWING IN THE
BOTTOM OF THE BASIN DOES NOT HOLD DOWN
THE SKIMMER. REPAIR BAFFLES IF THEY ARE
DAMAGED. RE-ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM. IF
THE SKIMMER IS CLOGGED WITH TRASH AND
THERE IS WATER IN THE BASIN, USUALLY
JERKING ON THE ROPE WILL MAKE THE SKIMMER
BOB UP AND DOWN AND DISLODGE THE DEBRIS
AND RESTORE FLOW. IF THIS DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE
BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS
CLOGGED; IF SO REMOVE THE DEBRIS. IF THE
SKIMMER ARM OR BARREL PIPE IS CLOGGED,
THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S
SNAKE OR BY FLUSHING WITH WATER. BE SURE
AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER. CHECK THE
FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE
ANY REQUIRED REPAIRS WITH FABRIC THAT
SPANS THE FULL WIDTH OF THE SPILLWAY.
CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT
THE EMBANKMENT FOR PIPING AND
SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER
DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE
FORMING IN THE BASIN. SOME SPECIAL
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER
TO PREVENT THE SKIMMER FROM PLUGGING
WITH ICE.
SEEDBED PREPARATION
TYPE
TEMPORARY SEEDING SCHEDULE
DATE
AUG 15 - DEC 30 RYE GRAIN 120 LBS/ACRE
PLANTING RATE
SWITCHGRASS 50 LBS/ACRE
APR. 15 - AUG 15 GERMAN MILLET 40 LBS/ACRE
DEC 1 - APR 15
TYPE
PERMANENT SEEDING SCHEDULE FOR COASTAL PLAIN
DATE
APR 15- AUG 15 GERMAN MILLET 10 LBS/ACRE
BROADCAST SEEDING RATES
SPLITBEARD BLUESTEM 15 LBS/ACRE
AUG 15 - APR 15 RYE GRAIN 40 LBS/ACRE
OCT 1 - APR 1
AUG 30 - MAR 15 BIG BLUESTEM 200-250 LBS/ACRE
CONSTRUCTION SPECIFICATIONS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH
SOIL (SEE BELOW*).
5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED 4 TO 6 INCHES DEEP.
6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE
PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED REESTABLISHED
FOLLOWING ORIGINAL LIME, FERTILIZER, AND SEEDING RATES.
9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION
AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY:
AGRICULTURAL LIMESTONE - 1-1.5 TONS/ACRE ON COURSE TEXTURED SOILS AND 2-3 TONS/ACRE IN
FINE-TEXTURED SOILS.
SOILS WITH PH OF 6 OR HIGHER NEED NOT BE LIMED.
FERTILIZER - 700/1000 LBS/ACRE (10-10-10)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE
C7.0
NO
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K.MUPPALA
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CHECKED BY
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NC
37630.107
RE
V
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S
FRONT VIEW
PERSPECTIVE VIEW
END VIEW
ARM ASSEMBLY
"C" ENCLOSURE
PVC ELBOW
WATER SURFACE
BOTTOM SURFACE
SCHEDULE 40
PVC PIPE
ORIFICE
PLATE
PVC TEE
PVC VENT
PIPE
SCHEDULE 40
PVC PIPE
FLEXIBLE
HOSE
PVC END
CAP
PVC PIPE
12" HOLES IN
UNDERSIDE
PVC TEE
PVC END
CAP
WATER ENTRY
UNIT
SK
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E
NOTE: SKIMMER TO BE TETHERED SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
SW
-
2
0
.
1
9
STANDARD CHECK DAM
CONSTRUCTION SPECIFICATIONS
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
ROWS BY PLACING 2x4 WOOD STUDS THROUGH
BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 INCH OPENINGS OVER ALL
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4 TO 1/2 INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
SMOOTH IT TO AN EVEN GRADE. DOT #57 WASHED
STONE IS RECOMMENDED.
STANDARD BLOCK & GRAVEL DROP INLET PROTECTION
MAINTENANCE:INSPECT INLET PROTECTION AND
REMOVE SEDIMENT AFTER EACH
RAIN EVENT. GRAVEL SHOULD BE
REPLACED AND REPAIRS MADE AS NEEDED.
FLOW
PLACE GRAVEL BAGS SUCH THAT
NO GAPS ARE EVIDENT
BACK OF CURB
CATCH BASIN
CURB INLET
PONDING AREA FOR
SEDIMENT SEPARATION
PLAN VIEW
CURB INLET
SIDEWALK
CATCH BASIN
SECTION VIEW
NOTES:
1.PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND
AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF.
2.USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 1
2 INCH
(OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT.
3.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY.
4.WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET.
STANDARD GRAVEL BAG CURB INLET PROTECTION
FLOW
NOTE: GRAVEL BAG SHOULD NOT
BE HIGHER THAN TOP OF CURB
STANDARD HORSESHOE INLET PROTECTION
STANDARD TEMPORARY SILT FENCE STANDARD RIP-RAP LINED CHANNELS
16" X12' SIGN
1" BLOCK LETTERS
BLACK LETTERS ON WHITE
BACKGROUND
1/4" BLACK BORDER
ALL WEATHER MEDIA
200' SPACING BETWEEN SIGNS
PLACE SIGN ON ALL TREE PROTECTION
FENCING AND WHERE SILT FENCE
REPLACES TREE PROTECTION FENCING.
TREE PROTECTION AREA SIGNAGE
24"
8" MIN
24"
8" DOWN &
4" FORWARD
ALONG THE TRENCH
STEEL
POST
8'MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
4' MIN
INSTALLATION SPECIFICATIONS:
1.THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ON FOOT
HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF
NECESSARY.
2.INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART
ON STANDARD APPLICATIONS.
3.INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT
FENCE, AND AS CLOSE AS POSSIBLE TO THE FABRIC, ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4.INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT
FABRIC.
5.ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED
WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE
DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH
PUNCTURE AT LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE
SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6.WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS
AND SECURE WITH 3 TIES.
7.NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE
GROUND LEVEL.
8.THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY
DEVIATIONS BEFORE COMPACTION.
9.COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS.
COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE WITH THE
FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM
SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL OF FOUR
TRIPS.
10.TREE PROTECTION SIGNS ARE TO BE PLACED EVERY 50-FT AND FENCE
MUST REMAIN UNTIL CLOSEOUT OF PROJECT.MAINTENANCE:
1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT IMMEDIATELY.
3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
DO NOT ENTER
TREE PROTECTION AREA
PARA ARBOLES - NO ENTRE
ZONA DE PROTECCION
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
TREE PROTECTION AREA
DO NOT ENTER
18" - 24"MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
SILT FENCE KEY-IN DETAIL
STANDARD TREE PROTECTION FENCE/SILT FENCE COMBINATION
NCDOT UTILITIES ACCOMMODATION MANUAL
FIGURE 3-2. TEMPORARY SHORING
C7.1
NO
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
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11/11/2022
11/11/2022
CI
R
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R
&
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2
7
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-
NC
37630.107
EQ EQ
DIAGONAL 4"
PAINT
STRIPING AT
24" O.C.
ACCESSIBLE PARKING SIGN IN BOLLARD;
REFER TO PLAN FOR LOCATION
4" WIDE PAINT STRIPING (COLOR BLUE)
5'-0"11'-0"
16'-0"
NOTE:
1. ACCESS AISLE REQUIRED.
2. ACCESSIBLE SPACES MUST BE PROMINENTLY
OUTLINED IN COLORS OR LATERALS CONTRASTING
FROM REGULAR PARKING SPACES.
3. INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED
REFER TO DETAIL CK-110 AND CODE REQUIREMENTS.
4. ACCESSIBLE SIGN REQUIRED - MUST NEVER BE
OBSCURED.
*2% MAXIMUM SLOPE EACH WAY
NOT TO SCALE
ACCESSIBLE PARKING STALL# CK-105
REVISED: 2021-08-25
0" CURB
BAND;
REFER TO
DETAIL
CK-197
NOT TO SCALE
ADA PARKING STRIPING DETAIL
3'-0"
4" WIDE WHITE PAINT
STRIPING (TYP.)
3'
-
0
"
THIS SIDE TOWARD DRIVE AISLE
# CK-110
REVISED: 2021-08-25
BLUE PAINT
BACKGROUND (TYP.)
NOTE:
1.TO BE PAINTED PER AHJ REQUIREMENTS.
NOTES
STRAW BALE
STRAW BALE
(TYP)
10 mil PLASTIC LINING
VARIES
10' MINIMUM
BINDER WIRE
NATIVE MATERIAL
(OPTIONAL)
STAPLES
(2 PER BALE)
WOOD OR
METAL STAKES
(2 PER BALE)
SECTION B-B
NOT TO SCALE
10 mil PLASTIC LINING
B B
PLAN
NOT TO SCALE
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
PLYWOOD
48"X24"
PAINTED WHITE BLACK LETTERS
6" HEIGHT
LAG SCREWS
36"
36"
TYPE "ABOVE GRADE" WITH STRAW BALES
2"
8"1.12" DIA
STEEL WIRE
STAPLE
DETAIL
CONCRETE
WASHOUT
10' MINIMUM
VARIES
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
10 mil PLASTIC LINING
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
TWO-STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
SECTION B-B
NOT TO SCALE
B B
VARIES
10' MINIMUM
AA
10 mil PLASTIC LINING
10 mil PLASTIC LINING
SANDBAG
BERM
BERM
3'
LATH AND
FLAGGING ON
3 SIDES
PLAN
NOT TO SCALE
SECTION A-A
NOT TO SCALE
SANDBAG
TYPE "BELOW GRADE"
WOOD POST
3.5"X3.5"X8'
1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES
SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
4.HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL
OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED,
REPAIRED, AND STABILIZED TO PREVENT EROSION.
MAINTENANCE
AFTER CONCRETE IS POURED AT A CONSTRUCTION SITE, THE CHUTES OF READY
MIXED CONCRETE TRUCKS AND HOPPERS OF CONCRETE PUMP TRUCKS MUST BE
WASHED OUT TO REMOVE THE REMAINING CONCRETE BEFORE IT HARDENS.
EQUIPMENT SUCH AS WHEELBARROWS AND HAND TOOLS ALSO NEED TO BE WASHED
DOWN. AT THE END OF EACH WORK DAY, THE DRUMS OF CONCRETE TRUCKS MUST BE
WASHED OUT. THIS IS CUSTOMARILY DONE AT THE READY MIXED BATCH PLANTS,
WHICH ARE USUALLY OFF-SITE FACILITIES, HOWEVER LARGE OR RURAL
CONSTRUCTION PROJECTS MAY HAVE ON-SITE BATCH PLANTS. CEMENTITIOUS
(HAVING THE PROPERTIES OF CEMENT) WASHWATER AND SOLIDS ALSO COME FROM
USING SUCH CONSTRUCTION MATERIALS AS MORTAR, PLASTER, STUCCO, AND GROUT.
CONCRETE WASHOUT N.T.S.
MAINTENANCE
INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND
BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING
DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
CONSTRUCTION SPECIFICATIONS
1. USE SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER
OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE
CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0-120 DEGREES F.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LF STEEL WITH A
MINIMUM LENGTH OF 5'. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS
TO FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, USE WIRE
FENCE WITH A MINIMUM 14 GAUGE AND A MAXIMUM MESH SPACING OF 6
INCHES.
NATURAL GRADE.
18-24"
8"
24"
EXTEND WIRE TO BOTTOM OF TRENCH
SHEET DRAINAGE ONLY.
MIN 14 GAUGE 6" X 6" WELDED WIRE TIED TO STEEL
POSTS WITH PLASTIC OR WIRE TIES
ULTRAVIOLET RESISTANT
GEOTEXTILE FABRIC AT LEAST
95% BY WEIGHT POLYOLEFINS OR
POLYESTER CONFORMING TO
ASTM D 6461
FABRIC INTO TRENCH 8" MIN DEEP AND 4"
MIN FORWARD BACKFILL TRENCH AND
COMPACT THOROUGHLY
STEEL POSTS, MIN 1.33 LB/LF, MIN 5' LONG
AT 8' O.C. WITH STANDARD STRENGHT
FABRIC WITH WIRE FENCE
NOTE: SILT FENCES SHOULD NOT BE USED AT PIPE
OUTLETS OR IN AREAS OF CONCENTRATED FLOWS
(CREEKS, DITCHLINES, SWALES ETC.).
SILT FENCE N.T.S.
HARDWARE CLOTH AND GRAVEL YARD INLET DROP PROTECTION N.T.S.
MAINTENANCE NOTES:
1. INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL AND REPAIR IMMEDIATELY.
2. REMOVE SEDIMENT AND RESTORE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP.
3. CHECK THE STRUCTURE FOR DAMAGE AND REPLACE ANY DISPLACED RIPRAP IMMEDIATELY.
4. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET.
C7.2
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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.
C
-
1
6
5
2
AS SHOWN
S:
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3
3
2
\
3
7
6
3
0
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1
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7
-
3
3
2
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2
7
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3
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|
b
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Ki
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a
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p
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11/11/2022
11/11/2022
CI
R
C
L
E
K
-
R
&
R
2
7
2
0
9
1
5
-
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A
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T
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A
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N
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,
N
C
NE
W
H
A
N
O
V
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R
C
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N
T
Y
-
NC
37630.107
3'-0"
TYP.
3'
-
0
"
TY
P
.
6'
-
0
"
TY
P
.
NOTE:
1.ALL TRAFFIC FLOW ARROWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT PER DIMENSIONS ABOVE.
2.THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY.
1'-0"
TYP.
NOT TO SCALE
TRAFFIC FLOW ARROW DETAIL# CK-115
REVISED: 2021-01-15
1'-6"
TYP.
6'
-
0
"
TY
P
.
4'-0"
TYP.
2'-0"
TYP.
4'
-
6
"
TY
P
.
A
A
1/2"
6"6", 12" OR 18";
REFER TO CIVIL PLAN
6"
5"
12
"
7"
12", 18" OR 24"; REFER TO CIVIL PLAN
6"
6"
12
"
7"
1"
6"
SPILL CURB AND GUTTER
COLLECTOR CURB AND GUTTER
NOT TO SCALE
STANDARD 12", 18" AND 24" CONCRETE CURB AND GUTTER DETAIL
1/8" RADIUS 3" RADIUS
1/2" RADIUS3" RADIUS
JOINT FILLER
NOTE: MAINTAIN 50' MAX BETWEEN
JOINTS OR AT ALL RIGID OBJECTS.
1/8" RADIUS (TYP.)
# CK-120
REVISED: 2021-08-25
1:
1
4" MIN.
6"
A
A
1/2"
8"
14
"
1"
6"
JOINT FILLER
NOTE: MAINTAIN 50' MAX BETWEEN
JOINTS OR AT ALL RIGID OBJECTS.
1/8" RADIUS (TYP.)
NOTES:
1. CONCRETE CURBING SHALL BE 4,000 PSI MINIMUM AND FINISHED WITH A CURING COMPOUND.
2. CONTROL JOINTS SHALL BE SPACED AT 10' INTERVALS (15' SPACING WILL BE ALLOWED WHEN A MACHINE IS USED).
3. AT CONTRACTOR'S OPTION, THE GUTTER THICKNESS MAY BE INCREASED AT THE EDGE OF PAVEMENT TO MAKE BOTTOM OF GUTTER
CONTIGUOUS WITH BOTTOM OF ASPHALT PAVEMENT.
4. GUTTER PAN SLOPE TO BE ADJUSTED WITHIN ACCESSIBLE PARKING SPACES TO MATCH SLOPE BETWEEN SPOT ELEVATIONS.
1:
1
4" MIN.
8"
6"
6"
14
"
6"
3" RADIUS
3" RADIUS
7"
1/8" RADIUS
1/2" RADIUS
7"
7"
6", 12" OR 18";
REFER TO CIVIL PLAN
12", 18" OR 24"; REFER TO CIVIL PLAN
10' T
A
P
E
R
10' T
A
P
E
R
ELEVATION VIEW
PLAN VIEW
CONC
R
E
T
E
A
P
R
O
N
F
O
R
C
A
T
C
H
B
A
S
I
N
(
P
E
R
E
A
C
H
)
A
10'-0"VARIES 10'-0"
10'-0"10'-0"VARIES
SECTION "A-A"
6"2'-0"
2'-6"
12
"
7"
2'-6''
NOT TO SCALE
STANDARD CATCH BASIN CURBING TRANSITION (FOR USE WITH 24" CURB & GUTTER)
NOTES:
1. THIS DETAIL ONLY APPLIES TO PRIVATE PROPERTY.
EXPANSION JOINT;
REFER TO DETAIL (TYP.)REFER TO FRAME, GRATE,
AND HOOD DETAILS (TYP.)
EXPANSION JOINT
DEPRESSED
GUTTER LINE
REFER TO FRAME, GRATE, AND HOOD DETAILS
EXPANSION JOINT
EXPANSION JOINT
CURB AND GUTTER;
REFER TO DETAIL
1/8" RADIUS
1/2" RADIUS
3" RADIUS
EXPANSION JOINT
EXPANSION JOINT
REFER TO FRAME, GRATE,
AND HOOD DETAILS
CURB AND
GUTTER; REFER
TO DETAIL
# CK-125
REVISED: 2021-08-25
VARI
E
S
A
NOTE:
1.CONCRETE SIDEWALK SHALL BE XXXX PSI MINIMUM AND FINISHED WITH CURING COMPOUND. MEDIUM BROOM FINISH.
2.SIDEWALK TO HAVE A CONTROL JOINT EVERY 6' AND A 1/2" TRAVERSE EXPANSION EVERY 24', CONNECTION TO ADJACENT SIDEWALK, AND OTHER SURFACES.
3.A 6" DEPTH IS REQUIRED AT LOCATION OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS), AND IN HANDICAP RAMPS.
4.SIDEWALK REINFORCEMENT TO BE USED IN SIDEWALK ADJACENT TO BUILDING. ALL OTHER SIDEWALK TO BE NON REINFORCED SIDEWALK.
6'-0"6'-0"6'-0"6'-0"
REFER TO CIVIL PLAN FOR
WIDTH AND SLOPE
1/2" R (TYP)
REINFORCEMENT (REFER TO NOTE 5);
2" (TYP.)
4" TYPICAL SIDEWALK THICKNESS
6" THICK MINIMUM FOR SIDEWALK
THAT TRAVERSES COMMERCIAL ACCESS.
B
B
AA
PLAN VIEW
SECTION A-A
SECTION B-B
TRANSVERSE EXPANSION JOINT
SIDEWALK SURFACEJOINT FILLER
1/8" RADIUS4"
1/4"
1/2"
NOT TO SCALE
CONCRETE SIDEWALK DETAIL
3" (TYP.)
# CK-130
REVISED: 2021-08-25
EJ CJ CJ CJ EJ
6'-0"
24' TYP
EX
P
A
N
S
I
O
N
J
O
I
N
T
CO
N
T
R
O
L
JO
I
N
T
CO
N
T
R
O
L
JO
I
N
T
CO
N
T
R
O
L
JO
I
N
T
EX
P
A
N
S
I
O
N
J
O
I
N
T
ZIP STRIP. GC TO REMOVE STRIP AND
CAULK AFTER PAVING. NON-SHRINKABLE
CAULK TO COLOR MATCH CONCRETE.
ASPHALT SURFACE;
REFER TO PAVING PLAN
FOR SPECIFICATIONSCONCRETE PAVEMENT SECTION;
REFER TO PAVING PLAN
FOR SPECIFICATIONS
NOT TO SCALE
CONCRETE-TO-ASPHALT DETAIL
NOTES:
1. REFER TO APPLICABLE DETAIL FOR PAVEMENT, ABC, AND SUBGRADE DESIGNS.
# CK-150
REVISED: 2021-08-25
THICKENED EDGE; REFER TO DETAIL
BASE MATERIAL
AS SPECIFIED
NOT TO SCALE
AIR/VAC/WATER EQUIPMENT PAD DETAIL
3'
8'
4,000 PSI CONCRETE
PAD; 4" THICK W/ 6X6
W1.4XW1.4 W.W.F.
1/2" R (TYP)A
A
SECTION A-A3" (TYP.)
# CK-160
REVISED: 2021-08-25
2" (TYP.)
42
"
(
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.
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6'
-
6
"
M
I
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I
M
U
M
0'
-
3
"
MI
N
.
12" MIN.
NOTES:
1.4" STEEL BOLLARDS TO BE INSTALLED IN FRONT OF THE STORE WHERE SPECIFIED.
2.6" STEEL BOLLARDS TO BE INSTALLED UNDER GAS CANOPY WHERE SPECIFIED ON THE PETROLEUM
PLANS.
3.4" & 6" STEEL BOLLARDS WILL BE DELIVERED WITH PLASTIC COVER BASED ON NATIONAL ACCOUNT
AGREEMENT, INSTALLED BY GENERAL CONTRACTOR. REFER TO RESPONSIBILITY MATRIX.
4.REFER TO ARCHITECTURAL PLANS FOR BOLLARDS AT DUMPSTER ENCLOSURE.
36
"
M
I
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I
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OR
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S
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E
D
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D
P
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R
LO
C
A
L
S
O
I
L
T
Y
P
E
S
NOT TO SCALE
4" & 6" BOLLARD WITH COVER DETAIL
2,500 PSI CONCRETE
MINIMUM (TYP.)
COMPACTED SUBBASE
TOP OF PAVING
BOLLARD COVER TO BE SET FLUSH
WITH FINISH GRADE; CALC SEAL
BOLLARD OVER BASE (TYP.)
SCH. 40 STEEL PIPE BOLLARD FILLED
WITH 2,500 PSI CONCRETE. SIZE
DEPENDS ON BOLLARD LOCATION.
RED OR GRAY POST GUARD PLASTIC
SLEEVE PER SPECIFICATIONS;
TO BE INSTALLED OVER STEEL BOLLARD.
PRIMER COAT TO BE APPLIED TO
BOLLARD PRIOR TO INSTALLING COVER.
# CK-180
REVISED: 2021-08-25
FOAM
WRAP
(TYP.)
4" OR 6" DEPENDING ON BOLLARD
LOCATION.
4'
-
0
"
5'
-
0
"
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M
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N
T
S
12" MIN.
18
"
12"
NOT TO SCALE
BOLLARD MOUNTED ADA SIGN DETAIL
NOTES:
1.ONE REQUIRED AT EACH ACCESSIBLE PARKING SPACE.
2.WHERE ACCESSIBLE SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST
WITH SIGNS MOUNTED ON BOTH SIDES.
3.MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS,
AND WASHERS. CONTRACTOR SHALL SUPPLY AND INSTALL 5/16" NYLON WASHERS BETWEEN BOLT
HEADS AND SIGN FACE TO PROTECT FINISH.
4.SIGNS SHALL CONFORM TO THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD)" PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION (FHWA) FOR SIZE, COLOR, AND
DIMENSIONS.
6"
TOP OF PAVING
REFER TO DEDICATED DETAIL CK-180
FOR BOLLARD, SLEEVE, AND
FOOTING REQUIREMENTS.
8' LONG 2.375" O.D. RUST-PROOF
ROUND GALVANIZED POST INSIDE THE STEEL
BOLLARD AND ENCASED WITH CONCRETE
PENALTY SIGN WITH WORDING AS
REQUIRED BY STATE OR LOCAL LAW
THIS SIGN TYPICAL AT ALL "VAN
ACCESSIBLE" PARKING SPACES
REFLECTIVE ALUMINUM LEGEND AND
BORDER - GREEN WHITE SYMBOL ON
BLUE BACKGROUND - WHITE TYPICAL
AT ALL ADA SPACES
# CK-185
REVISED: 2021-08-25
24" DIA.
84
"
M
I
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U
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F
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R
A
2
5
'
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P
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S
FINISH GRADE OR CONCRETE SLAB
AS OCCURS
4000 PSI CONCRETE
LIGHT POLE BASE (REFER TO NOTE 1)
REBAR; REFER TO NOTE 1
CONDUITS
CONDUITS;
24" MINIMUM BURY DEPTH
36
"
M
A
X
I
M
U
M
NOT TO SCALE
LIGHT POLE BASE DETAIL
NOTES:
1. THIS DETAIL SERVES AS A GUIDE ONLY. REFER TO STRUCTURAL PLANS FOR LIGHT POLE FOOTING
REINFORCEMENT DESIGN.
2. REFER TO RESPONSIBILITY MATRIX FOR LIGHT POLE AND ANCHOR BOLT INFORMATION.
3. CONTRACTOR TO RUB BASE SMOOTH ONCE FORM HAS BEEN REMOVED.
4. CONTRACTOR TO USE LEVELING NUTS & GROUT TO LEVEL LIGHTPOLE. POLE TO BE PLUMB AND TRUE.
3/4" CHAMFER
BEVEL TOP SLIGHTLY IN ALL
DIRECTIONS TO SHED WATER
COMPACTED FILL
#3/0 AWG
IN 1/2" PVC
5/8" x 8' CU
GROUNDING ROD
# CK-190
REVISED: 2021-08-25
C7.3
NO
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
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11/11/2022
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Y
-
NC
37630.107
FINISH GRADE
NOTES:
1. TRANSITION FROM FLUSH CURB TO STANDARD 6" CURB HEIGHT OVER WIDTH OF THE PARKING STALL OR 10'.
2. REFER TO CURB AND GUTTER DETAIL(S) FOR DIMENSIONS AND CONCRETE SPECIFICATIONS.
SCORE FULL
WIDTH OF CURB
AND GUTTER
112"
BACK OF CURB
EDGE OF PAVEMENT
BA
C
K
O
F
C
U
R
B
ED
G
E
O
F
P
A
V
E
M
E
N
T
FACE OF CURB
NOT TO SCALE
CURB TAPER DETAIL
FRONT VIEW
PLAN VIEW
END VIEW
1" RADIUS
2"6"
WIDTH OF PARKING STALL
OR 10' CURB TAPER
FULL HEIGHT
CURB
# CK-135
REVISED: 2021-08-25
AREA PAVING
AREA PAVING
NOTES:
1.PREPARING, GRADING, SHAPING, AND COMPACTION OF SUBGRADE SOILS SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 501 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES (2006). PREPARING, GRADING, SHAPING, AND COMPACTION OF AGGREGATE BASE COURSE (CABC) STONE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 5, SECTION 520 OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PLACEMENT AND COMPACTION OF THE BITUMINOUS CONCRETE SHOULD BE PERFORMED IN ACCORDANCE WITH DIVISION 6, SECTION 600 OF THE
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES (2006). PROPER SUBGRADE COMPACTION, ADHERENCE TO THE NCDOT SPECIFICATIONS, AND COMPLIANCE WITH PROJECT PLANS AND
SPECIFICATIONS ARE CRITICAL TO THE PERFORMANCE OF THE CONSTRUCTED PAVEMENT.
2.CONTRACTOR MAY CHOOSE TO INSTALL INTERMEDIATE COURSES OF PAVEMENT TO STABILIZE THE SITE DURING CONSTRUCTION AT NO ADDITIONAL COST. CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE
ADEQUATE THICKNESS REQUIRED FOR INTERMEDIATE PAVING. INCREASES IN THE DESIGN PAVEMENT SECTION TO FACILITATE INTERMEDIATE PAVING SHALL BE PROVIDED AT NO ADDITIONAL COST.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGES TO SUBGRADE, INSTALLED BASE COURSE AND/OR INTERMEDIATE PAVING PRIOR TO PLACING SUBSEQUENT PAVEMENT LIFTS AT NO
ADDITIONAL COST.
4.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING PAVEMENT DURING ALL PHASES OF WORK. THE FINAL SURFACE OF PAVEMENT SHALL BE FREE OF ALL DEFECTS OR DAMAGE.
5.PER GEOTECH REPORT (NUMBER xxxx) BY xxxx DATED xxxx, xxxx AND CLIENT PREFERENCES.
6.PER NCDOT TIP U-x PROJECT SPECIFICATIONS BASED UPON 100% PLANS DATED xx/xx/xxxx.
S9.5B - SUPERPAVE
SURFACE COURSE
I-19.0B - SUPERPAVE
INTERMEDIATE COURSE
CRUSHED AGGREGATE
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
2.0"N/A
N/A8.0"
LIGHT
DUTY
HEAVY
DUTY
2.5"N/A
CONCRETE (4,000 PSI
W/ MEDIUM BROOM
FINISH)
CRUSHED AGGREGATE
BASE COURSE (ABC)
PER 520 NCDOT
STANDARD SPEC.
8.0" W/ 6X6
W1.4XW1.4
W.W.F.
6.0" W/ 6X6
W1.4XW1.4
W.W.F.
6.0"6.0"
STANDARD
DUTY
HEAVY
DUTY
COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180
8" NCDOT ABC STONE
4.0" I19.0C
3.0" S9.5B
COMPACTED SUBGRADE TO
98% DRY DENSITY, AASHTO
T-180
4.0" I19.0C
3.0" S9.5B
4.0" B25.0C
NOT TO SCALE
PAVEMENT SECTIONS DETAIL
COMPACTED SUBBASE
COMPACTED SUBBASENCDOT ASPHALT
NOT TO SCALE
NCDOT ASPHALT
NOT TO SCALE
ASPHALT PAVEMENT SECTIONS
NOT TO SCALE
CONCRETE PAVEMENT SECTIONS
NOT TO SCALE
# CK-170
REVISED: 2021-08-25
CRUSHED STONE
PER LOCAL CODES
45 DEGREE BEND
SIZE OF RISER PIPE PER LOCAL
CODES
4" MIN. 4,000 PSI
CONCRETE COLLAR
HEAVY DUTY COVER W/ LETTERS "C.O." CASTTHREADED PVC CLEAN
OUT PLUG
ADJUSTABLE HEAD
10
"
(M
I
N
.
)
WYE
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND
ELEVATION
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
12"12"
NOT TO SCALE
SANITARY SEWER CLEANOUT DETAIL
1" IN GRASSY AREA
0" IN PAVED AREA
NOTES:
1. REFER TO APPLICABLE
DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.
FLOW DIRECTION
FINISH GRADE; GRADE
SURFACE AWAY FROM
CLEAN OUT
# CK-205
REVISED: 2021-08-25
FLOW DIRECTION
CRUSHED STONE
PER LOCAL CODES
45 DEGREE BEND
SIZE OF RISER PIPE PER LOCAL
CODES
NEENAH R-6013 THRU R-6099
PER THE SIZE OF PIPE AS SPECIFIED ON CIVIL
PLANS
THREADED PVC CLEAN
OUT PLUG
FINISH GRADE; GRADE
SURFACE AWAY FROM
CLEAN OUT
ADJUSTABLE HEAD
10
"
(M
I
N
.
)
WYE
REFER TO CIVIL PLANS FOR PIPE SIZE, TYPE, AND
ELEVATION
PLUG WYE IF SERVICE LATERAL
DOES NOT CONTINUE
12"12"
NOT TO SCALE
STORM DRAIN CLEANOUT DETAIL
1" IN GRASSY AREA
0" IN PAVED AREA
NOTES:
1. REFER TO APPLICABLE
DETAIL FOR BACKFILL AND
BEDDING INSTRUCTIONS.
6" MIN. 4,000 PSI
CONCRETE COLLAR
INLET PIPE
FROM ROOF
DRAIN
# CK-210
REVISED: 2021-08-25
1:12 SLOPE MAX1:12 SLOPE MAX
NOT TO SCALE
DISPENSER SUMP DETAIL
NOTES:
1. REFER TO PETROLEUM PLANS FOR ADDITIONAL DETAIL ON SUMP AND DISPENSER
ATTACHMENT.
2. REFER TO CONCRETE PAVEMENT JOINT DETAIL.
NATIVE
SOIL
DISPENSER
FLANGE
SLOPE CONCRETE
AWAY FROM SUMPS ON
ALL 4 SIDESFINISH T.O.C. PER
CIVIL GRADES
REFER TO PAVING
PLANS FOR PAD
THICKNESS
1-1/2" HIGHER
MAX THEN T.O.C.
DISPENSER
SUMP
PLAN VIEW
SLOPE CONCRETE AWAY
FROM DISPENSER ON ALL SIDES
ELEVATION VIEW
DISPENSER (TYP.)
CANOPY COLUMN (TYP.)
BOLLARDS (TYP.)
# CK-200
REVISED: 2021-08-25NOT TO SCALE
IRRIGATION SLEEVING DETAIL
BEDDING AND COMPACTION PER SPECIFICATIONS
NOTE:
1.SLEEVE INSTALLER SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED.
2.SIZE PIPE TO ACCOMODATE IRRIGATION PIPING. 2" MIMIMUM DIAMETER.
3.ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT.
PVC SCH 80 SLEEVE
CAPPED MARKER PIPE.
PAINTED FLUORESCENT PURPLE
18"
12" MIN.
24" MIN.
12" MIN.
# CK-230
REVISED: 2021-08-25
LATERAL
LINE
LOW-VOLTAGE
WIRING
120 VOLT
WIRING
NOTE:
1.CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO
THE INSTALLATION OF PVC PIPING AND LOW VOLTAGE WIRING.
MAIN
SUPPLY
MAIN SUPPLY, LATERAL, AND
LOW VOLTAGE WIRING
NOT TO SCALE
IRRIGATION TRENCHING DETAIL
MAIN
LINE
LATERAL
12"
TUBING OR
WIRING
12"18"12"12"12"
20"
2"2"
TRACKING
WIRE#14-1
(YELLOW)
ALL 120 VOLT
WIRING TO BE
INSTALLED IN
ACCORDANCE
WITH LOCAL
CODE.
ALL MAIN
SUPPLY LINES
TO BE
INSTALLED IN
ACCORDANCE
WITH
MANUFACTURER'S
INSTALLATION
SPECIFICATIONS.
TAPE AND
BUNDLE TUBING
OR WIRING AT 20'
INTERVALS.
TIE A LOOSE 20"
LOOP IN WIRING AT
ALL CHANGES OF
DIRECTION GREATER
THAN 30°. UNTIE ALL
LOOPS AFTER ALL
CONNECTIONS HAVE
BEEN COMPLETED
8"
2"
MINIMUM
# CK-235
REVISED: 2021-08-25 NOT TO SCALE
# CK-212 BUILDING ROOF DRAIN CONNECTION
NOTES:
1.FOR ADDITIONAL INFORMATION, REFER TO ARCHITECTURAL, PLUMBING, AND STRUCTURAL PLANS
FINISHED GRADE
ROOF DRAIN LEADER;
REFER TO PLUMBING
PLANS FOR SIZE
ROOF DRAIN; REFER TO
CIVIL PLANS FOR SIZE
AND DEPTH
CONCRETE STEM WALL
AND FOOTING; REFER TO
STRUCTURAL PLANS
CONCRETE SLAB ON GRADE
REVISED: 2021-08-25
BUILDING; REFER TO
ARCHITECTURAL PLANS
BUILDING
EXTERIOR
BUILDING
INTERIOR
NOT TO SCALE
HOT BOX DETAIL
NOTES:
1.PROVIDE AN ABOVE GROUND HEATED HUBBELL FLIP-TOP FIBERGLASS HOT BOX ENCLOSURE, HB MODEL, HF
PART NUMBER, COLOR = WHITE (SAIL).
2.SIZE EACH ENCLOSURE TO ACCOMODATE INDIVIDUAL APPLICATION.
3.USE AN ALTERNATE ENCLOSURE ONLY IF REQUIRED BY JURISDICTION AND APPROVED BY CONSTRUCTION
MANAGER.
4.SLAB SIZE SHALL BE 9" LARGER THAN ENCLOSURE EXTERIOR DIMENSIONS AND 4" THICK MINIMUM.
5.ENCLOSURE SHALL BE ASSEMBLED PER THE MANUFACTURERS INSTRUCTIONS.
YACHT QUALITY
EXTERIOR;
HINGED LID
CONTINUOUS
HINGE ON REAR
LID SEAM
LOCKABLE HASP
AND STABLE FLANGE
DRAINPORT (TYP)
FIBERGLASS FLIP TOP ENCLOSURE
SINGLE ANCHOR DETAIL
LARGE FLIP TOPS WILL GET
DOUBLE ANCHOR (NOT SHOWN)
WEDGE ANCHOR W/
FLAT WASHER & NUT
INTERIOR ANCHOR
SLOTS ALLOW FOR
VERTICAL ADJUSTMENTS
INSULATION
NYLOCK NUT
HOT BOX CATALOG NUMBER
TYPE STYLE WIDTH LENGTH HEIGHT COLOR
OPTIONS LIGHTS FANS ALARMS
H-HEATED F-FLIP TOP FIBERGLASS ***W-WHITE (SAIL)N/A N/A N/A
* GC TO SIZE; REFER TO NOTE 2
# CK-240
REVISED: 2021-08-25
CUSTOMER ONLY SEATING SIGN DETAIL
NOTES:
1.MOUNT SIGNS TO POST WITH GALVANIZED OR CADMIUM PLATED 5/16" DIAMETER STEEL BOLTS, NUTS,
AND WASHERS. PROVIDE AND INSTALL POST, SIGN, AND 5/16" NYLON WASHERS BETWEEN BOLT HEADS
AND SIGN FACE TO PROTECT FINISH.
FINISHED
GRADE
9' LONG 2.375" O.D.
RUST-PROOF
ROUND
GALVANIZED POST
SIGN; REFER TO
PRODUCT
INFORMATION
# CK-199
REVISED: 2021-08-25
DESCRIPTION AND SIZE
ITEM #: C0029-SVD
SIZE: 24" X 30"
MATERIAL: 0.080" ENGINEERING GRADE
REFLECTIVE ALUMINUM
LAMINATE: NONE
MOUNTING HOLES: FOUR 1/4" HOLES
(ONE IN EACH CORNER)
PACKAGING: SOLD INDIVIDUALLY
STOCK HEADERS: C0029-RED BORDER
SIGN LAYOUT: SIGN WITH TEXT ONLY
ANTI-GRAFFITI OVERLAMINATE: NONE
MOUNTING OPTIONS: FOUR 1/4" HOLES
(ONE IN EACH CORNER)
1. CUSTOM COPY (LARGE COPY):
SEATING FOR CIRCLE K CUSTOMERS
ONLY
2. CUSTOM COPY (SMALLER COPY): NO
SMOKING NO LOITERING
DESIGN ADJUSTMENT: WE WILL ADJUST
YOUR DESIGN FOR BEST APPEARANCE.
30"
24"
6'
T
O
T
O
P
O
F
P
O
S
T
36" MINIMUM OR AS
NEEDED PER LOCAL
SOIL TYPES
0'-3"1'-6" MIN.
NOT TO SCALE
# CK-198 BIKE RACK DETAIL (TYPICAL OF 2)
2 1/2" CONT. STEEL PLATE,
PRIMED AND PAINTED,
WELD TO STEEL PIPE.
1/2" EXPANSION
BOLT AT 26" O.C.
REFER TO PAVING PLAN; MINIMUM
4" CONC. PAVING ON 4" A.B.C.
2" DIA. STEEL PIPE BIKE RACK,
PRIMED AND PAINTED.
1'-8"
2'-2"
2'
-
4
"
REVISED: 2021-08-25
2'-2"
2'
-
2
"
M
A
X
I
M
U
M
NOT TO SCALE
NOTES:
1.REFER TO DEDICATED DETAILS FOR BOLLARDS, BOLLARD MOUNTED ADA SIGNS, AND ADA STRIPING.
2.REFER TO SITE PLAN FOR STRIPING DIMENSIONS.
3.CENTER BOLLARDS ON ADA STRIPING.
# CK-197
NOT TO SCALECONCRETE BAND AND BOLLARD SPACING DETAIL
COLORED SCORED CONCRETE
TRUNCATED DOME AND DETECTABLE WARNING SURFACE
PLAN VIEW
INTERIOR FILLED JOINT DETAIL
SECTION A
A
PAINTED YELLOW CONFIRMING TO
FS 33538 AND ADA REQUIREMENTS
TAPERED EDGES
WHERE EXPOSED
18" x 18"
SCORE LINE
PROVIDE COLORED CONCRETE WITH
1/4" WIDE x 3/4" DEEP SCORED GRID PATTERN
AT 18" CENTER INGREE/EGRESS POINT AND
PEDESTRIAN WALKWAYS (CLIFFSIDE BROWN
#6804 BY: DAVIS COLORS OR SIMILAR).
FULL DEPTH SEMI-RIGID
JOINT FILLER OVERFILL
AND SHAVE FLUSH
SCRIBE LINE
C-STORE
FRONT ENTRANCE
COLORED BAND TO
BE CAST IN PLACE
COLORED CONCRETE TO
COMPLIMENT EXTERIOR ELEVATION
COLOR. (TBD BY OWNER)
DETECTABLE
WARNING
SURFACEACCESS AISLE
0" FLUSH
CURB
BOLLARD; REFER
TO DETAIL CK-180
ACCESSIBILITY
PARKING SIGN; REFER
TO DETAIL CK-185
2'-6"
0.65"
APART
0.2"
HEIGHT
WIDTH PER PLAN VIEW
W
18"
18"2'-6"
1.6"-2.4" APART 50%-65% OF THE BASE DIAMETER AT TOP
0.9-1.4" AT BASE
REFER
TO PLANS
2'-6"2'-0"5'-0" (TYP.)
BOLLARD AND
CONTROL
JOINT SPACING
REVISED: 2021-08-25
D
C7.4
NO
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N
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T
A
I
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S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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11/11/2022
11/11/2022
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-
NC
37630.107
NOT TO SCALECAR WASH ACCESSORIES DETAIL
C-START POSITIONING:
·WHEN INSTALLED AT THE WASH ENTRANCE,
THE C-START SHOULD BE LOCATED 12' FROM
THE WASH.
·FOR CURB MOUNT APPLICATIONS, THE
FRONT SURFACE OF THE C-START SHOULD
BE EVEN WITH THE EDGE OF THE CURB. TO
ACHIEVE THIS DIMENSION, THE BASE FRAME
SHOULD BE INSTALLED SO ITS LEADING
EDGE IS 7".
CONDUIT INSTALLATION:
A TYPICAL INSTALLATION WILL REQUIRE 3 CONDUIT
RUNS FOR POWER, DATA AND WASH CONTROL
LINES. DO NOT RUN DATA WIRES IN THE AC POWER
OR WASH CONTROL CONDUITS.
·CONDUIT SIZE SHOULD BE AT LEAST 3/4", A
LARGER CONDUIT MAY BE REQUIRED DEPENDING
ON THE QUANTITY AND GAUGE OF WIRES TO BE
INSTALLED.
·AS WIRES ARE PULLED THROUGH THE CONDUIT,
ENSURE THERE IS AT LEAST 6'. OF WIRE
EXTENDING FROM THE END OF THE CONDUIT
STUB.
·REFER TO ELECTRICAL CONSTRUCTION
DRAWINGS FOR ALL CONDUIT AND WIRING
REQUIREMENTS TO THE CONVENIENCE STORE.
3' TO 10'
SITE DESIGN
1'-4"
12'
2' TO 6'
4"
17 3
4 "
CONDUIT OPENING
(4" X 6")
C-START BASE
4 7
8"
9 3
4"
DATA CONDUIT
POWER CONDUIT
CONTROL CONDUIT
7"
CODED ENTRY SYSTEM AND
CONCRETE PAD
CLEARANCE BAR; REFER TO CAR WASH EQUIPMENT PLANS
CLEARANCE BAR ENTRANCEEXIT
DRYER TIME;
REFER TO CAR
WASH EQUIPMENT
PLANS
NOTE:
1.REFER TO ARCHITECTURAL AND ELECTRICAL PLANS FOR MECHANICAL ROOM INFORMATION. BUILDING LAYOUT ILLUSTRATED IS NOT SITE SPECIFIC.
2.CODED ENTRY SYSTEM PAD MUST BE PLACED ON DRIVER SIDE OF CAR WASH ENTRANCE.
3.REFER TO ARCHITECTURAL, MEP, AND CAR WASH EQUIPMENT PLANS FOR ADDITIONAL INFORMATION.
CAR WASH BUILDING
CURB AND GUTTER;
REFER TO CIVIL PLANS
6" THICK CONCRETE PAD
CODED ENTRY SYSTEM;
REFER TO CAR WASH
EQUIPMENT PLANS
CURB AND GUTTER;
REFER TO CIVIL PLANS
KEY PAD INTO CURB AND GUTTER
CONCRETE PAD - ISOMETRIC VIEWCODED ENTRY SYSTEM CONCRETE PAD
ACCESSORY EQUIPMENT - PLAN VIEW
36"L X 30"W X 6"T 4,000 PSI
CONCRETE PAD W/
6X6 W1.4XW1.4 W.W.F.
FA
C
E
O
F
C
U
R
B
# CK-375
REVISED: 2021-08-25
6" BOLLARD; YELLOW BOLLARD COVER; REFER TO DETAIL (TYP.)
NOT TO SCALE
CK-376 CAR WASH ROOF DRAIN CONNECTION
REVISED: 2021-08-25
OVERFLOW DRAIN LEADER;
REFER TO PLUMBING FOR SIZE
BUILDING
EXTERIOR
BUILDING
INTERIOR
BUILDING; REFER TO ARCHITECTURAL PLANS
CONCRETE SLAB; REFER TO
STRUCTURAL DRAWINGS
ROOF DRAINS;
REFER TO CIVIL PLANS
FOR SIZE AND DEPTH
ROOF DRAIN AND OVERFLOW
DRAIN; REFER TO PLUMBING
AND ARCHITECTURAL PLANS
FINISHED GRADE;
REFER TO RIP RAP SIZING
CONCRETE STEM WALL AND FOOTING;
REFER TO STRUCTURAL PLANS
NOTE:
1.PRIMARY AND SECONDARY ROOF DRAINS SHALL RUN INDEPENDENT FROM EACH OTHER; REFER TO
PLUMBING AND CIVIL PLANS.
2.FOR ADDITIONAL INFORMATION; REFER TO ARCHITECTURAL, PLUMBING, AND STRUCTURAL PLANS.
C7.5
NO
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K.MUPPALA
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M.DAVIDSON
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11/11/2022
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NC
37630.107
C7.6
NO
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
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SCALE
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CHECKED BY
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NC
37630.107
C7.7
NO
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A
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S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DRAWN BY
DATE
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11/11/2022
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NC
37630.107
C7.8
NO
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A
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K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
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DATE
RE
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-
NC
37630.107
LANDSCAPE EDGE
EXISTING GRADE OR GRADE OF
PLANTING AREA
PLANTING OR
MULCHED AREA
LAWN AREA OR
PAVEMENT
NOTE:
USE TRENCH EDGER AT ALL
EDGES OF BEDLINES TO
CONTAIN MULCH.
NOTE:
METAL LANDSCAPE EDGE
BY: COL-MET
COLOR: GREEN
TYPE: 1014-6 (14GA)
4 TRENCH EDGER DETAIL
NOT TO SCALE
NOTE:
1.REFER TO LANDSCAPE PLAN FOR GROUNDCOVER AND PLANT MATERIAL INFORMATION.
2.REFER TO TREE AND SHRUB DETAILS FOR ADDITIONAL SPECIFICATIONS.
TOP TO BE
FLUSH WITH
BACK OF CURB
2" MIN. OF GROUNDCOVER.
REFER TO CIVIL PLANS
FOR MATERIAL
CURB & GUTTER;
REFER TO DETAIL
REFER TO CIVIL PLANS
FOR DIMENSION
6 LANDSCAPE ISLAND DETAIL
NOT TO SCALE
EARTH
PREPARED SOIL
SOD AS SPECIFIED
UNDISTURBED SUBGRADE
PAVEMENT
SOIL & ROOT LAYER TO BE
LEVEL WITH TOP OF PAVEMENT
6" OF EXISTING SOIL THOROUGHLY
MIXED W/ 4" DEPTH OF TOPSOIL
ROLL SOD & WATER THOROUGHLY
1/2" EDGER TO BE SMOOTH CLEAN
& PARALLEL TO PAVEMENT
5 SOD DETAIL
NOT TO SCALE
3 EVERGREEN TREE - STAKING SPECIFIED
NOT TO SCALE
NOTE: STAKE EVERGREENS 6' OR
TALLER, ON SLOPES, WITH LARGE
CROWNS, OR IF LOCATED ON
WINDY SITES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT
STAKE UNLESS NECESSARY (SEE
NOTE). DO NOT WRAP TRUNK
SET ROOTBALL FLUSH TO GRADE
OR 1-2" HIGHER IN SLOWLY
DRAINING SOILS. DO NOT COVER
THE TOP OF THE ROOTBALL WITH
SOIL. ROOTFLARE SHALL BE
VISIBLE ABOVE FINISHED GRADE.
PRUNE SUCKERS
1:1 SLOPE ON SIDES OF PLANTING
HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
PRUNE CODOMINATE LEADERS
RUBBER HOSE
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
2"X2" HARDWOOD STAKE
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN 18" OUT
FROM TRUNK AND OUTSIDE OF ROOTBALL
IF FIELD GROWN CUT AWAY ALL
BALLING ROPES. REMOVE BURLAP OR
WIRE BASKET FROM TOP 13 OF BALL. IF
CONTAINER GROWN, REMOVE
CONTAINER AND CUT CIRCLING ROOTS
1" COMPOST LAYER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
4" X 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH
WITH MULCH
2-3" MULCH LAYER, MULCH TO EDGE
OF DRIPLINE. KEEP 4-6" AWAY FROM
TRUNK FLARE
6" SAUCER
3 X ROOTBALL
DIAMETER
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
2 DECIDUOUS TREE - STAKING SPECIFIED
NOT TO SCALE
PLAN VIEW
NOTE: ONLY STAKE TREES WITH
LARGE CROWNS, 2" CALIPER OR
GREATER, IF LOCATED ON WINDY
SITES, OR WHERE TAMPERING
MAY OCCUR.
PRUNE CODOMINATE LEADERS
REMOVE BROKEN, BADLY
DEFORMED, RUBBING, NARROW
CROTCH ANGLES, WATER
SPROUTS, OR CROSS-BRANCHES.
REMOVE TAGS, LABELS, AND
PLASTIC SLEEVING. DO NOT STAKE
UNLESS SPECIFIED (SEE
NOTE) DO NOT WRAP TRUNK
PRUNE SUCKERS
IF FIELD GROWN, CUT AWAY ALL
BALLING ROPES. REMOVE
BURLAP OR WIRE BASKET FROM
TOP 13 OF BALL. IF CONTAINER
GROWN, REMOVE CONTAINER
AND CUT CIRCLING ROOTS
1:1 SLOPE OF SIDES OF
PLANTING HOLE
SCARIFY SIDES BEFORE PLANTING
PLACE ROOTBALL ON
UNEXCAVATED OR TAMPED SOIL
TAMP SOIL AROUND ROOTBALL
BASE FIRMLY WITH FOOT
PRESSURE SO THAT ROOTBALL
DOES NOT SHIFT
4" x 18" PERFORATED CORRUGATED
PLASTIC PIPE; CAP FLUSH WITH MULCH
1" COMPOST LAYER
6" SAUCER
BACKFILL PLANTING PIT WITH NATIVE
SOIL. INCORPORATE SLOW-RELEASE
GRANULAR FERTILIZER
SET ROOTBALL FLUSH TO GRADE OR 1-2"
HIGHER IN SLOWLY DRAINING SOILS. DO
NOT COVER THE TOP OF THE ROOTBALL
WITH SOIL. ROOTFLARE SHALL BE VISIBLE
ABOVE FINISHED GRADE
2-3" MULCH LAYER TO EDGE OF DRIPLINE.
KEEP 4-6" AWAY FROM TRUNKFLARE
8' 2"x2" HARDWOOD STAKE,
2'-6" MIN BELOW SURFACE.
STAKE SHALL BE DRIVEN A MIN
18" OUT FROM TRUNK AND
OUTSIDE OF ROOTBALL
GALVANIZED WIRE GUY
12 GAUGE. ALLOW FOR A
SLIGHT AMOUNT OF MOVEMENT
3-2"x2" HARDWOOD STAKES
12 GAUGE GALVANIZED WIRE
ROOT BALL
3 X ROOTBALL
DIAMETER
B&B CONTAINER
REMOVE ALL STRING, WIRE, AND
BURLAP FROM TOP 13 OF BALL
REMOVE ALL DEAD, BROKEN,
DISEASED, AND WEAK
BRANCHES AT TIME OF
PLANTING
INSTALL SHRUBS SO THAT THE
TOP OF THE ROOTBALL IS AT
THE SAME GRADE AS
ORIGINALLY GROWN OR 1-2"
ABOVE IN POOR DRAINING
SOILS. DO NOT COVER THE TOP
OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY
FROM TRUNK
1" COMPOST LAYER
PROVIDE MULCH UP AND OVER
SAUCER
6" SAUCER
REMOVE CONTAINER. SCARIFY
PERIMETER ROOTS
BACKFILL PLANTING PIT WITH
NATIVE SOIL. INCORPORATE
SLOW-RELEASE GRANULAR
FERTILIZER
SCARIFY BOTTOM AND SIDES
OF PIT
1 SHRUB DETAIL
NOT TO SCALE
4.25'
3'
3'
6'3'
MULCH BED (TYP.)
SEE PLANTING SCHEDULE (TYP.)
MID COLUMN LOCATION (TYP.)
7 MID SIGN PLANTING DETAIL
NOT TO SCALE
C7.9
NO
T
E
S
A
N
D
D
E
T
A
I
L
S
K.MUPPALA
K.MUPPALA
M.DAVIDSON
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BY
DA
T
E
DRAWN BY
DATE
RE
V
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-
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|
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Ki
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M
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11/11/2022
11/11/2022
CI
R
C
L
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K
-
R
&
R
2
7
2
0
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1
5
-
C
A
S
T
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A
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N
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,
N
C
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
-
NC
37630.107