2022-006 Pinnacle Storage Market St._7-27-22 NHC TRC SETMarket Street
Zoning: I-1 (NHCo)
n/f
Holdings, LLC
Shipping Container
Land Use:
D.B. 4791-167
Zoning: I-1 (NHCo)
GSI Wilmington
5809 Market, LLC
D.B. 6390-1028
Storage
N.
C
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G
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1
9
8
3
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2
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1
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)
EX. DI
TOP: 34.2
INV. 32.3
EX. 12" RCP
INV. 31.3
R05009-004-027-000
255,229 SF
$&
ZONE: I-1
(NEW HANOVER COUNTY)
EX.
METAL
BUILDING
6,015
WETLANDS DELINEATED BY
LAND MANAGEMENT GROUP
21" PINE
12" WATER OAK
9" WATER
OAK
C-0C
2
EX
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1" = 40'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
EX. EOP
EX. FIRE HYDRANT
LEGEND
SITE DATA
PARCEL ID:R05009-004-027-000
CURRENT ZONING:I-1
CAMA LAND USE CLASSIFICATION:URBAN
PROJECT ADDRESS:5731 MARKET ST.
WILMINGTON, NC 28405
CURRENT OWNER:STANLEY PEARSON G TRUSTEE
137 EDGEWATER LN
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS: SITE IS VACANT
SOIL TYPES:Se (SEAGATE FINE SAND) 68.1%
Ly (LYNN HAVEN FINE SAND) 23.5%
Mu (MURVILLE FINE SAND) 7.5%
JO (JOHNSTON SOILS) 0.9%
(Per the USDA websoil survey map)
OF 11
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-006
7/27/2022
24 X 36
CDC
JAE
CDC
Pinnacle Storage Market St, LLC
324 Greenville Ave.
Wilmington, NC 28403
Phone: 910-790-9490
SITE
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NOTES:
1.EXISTING SURVEY DATA FROM SURVEY BY JOHNNY J. WILLIAMS LAND SURVEYING, P.C.
2.THIS LOT IS LOCATED IN ZONE X AS PER FIRM MAP# 3720314800K, DATED: AUGUST 28, 2018.
3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING
WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES.
4. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE
TREE PROTECTION FENCING.
5.TREE PROTECTION SIGNAGE SHALL BE ADDED ALONG THE LIMITS OF DISTURBANCE ADJACENT
TO TREES EVERY 100' TO PROTECT TREES ADJACENT TO THE CONSTRUCTION SITE.
6.NO LONGLEAF PINES EXIST ON SITE.
80'40'20'40'0'
Scale: 1"=40'
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY DBH INCHES TYPE
REPLACEM
ENT
INCHES
1 30"PINE 60.00
1 24"PINE 48.00
1 36"OAK 72.00
2 28"OAK 112.00
1 27"OAK 54.00
1 24"OAK 48.00
3 22"OAK 132.00
1 21"OAK 42.00
1 20"OAK 40.00
1 19"OAK 38.00
3 18"OAK 108.00
1 36"MAPLE 72.00
3 18"MAPLE 108.00
2 18"BEAM 72.00
1 24"ELM 48.00
1 20"ELM 40.00
1 18"WALNUT 36.00
1 30"ASH 60.00
1 24"ASH 48.00
1 20"HICKORY 40.00
2 18"HICKORY 72.00
1 36"COTTONWOOD 72.00
1 32"COTTONWOOD 64.00
2 30"COTTONWOOD 120.00
1 28"COTTONWOOD 56.00
3 24"COTTONWOOD 144.00
1 20"COTTONWOOD 40.00
1 24"POPLAR 48.00
2 20"POPLAR 80.00
1 14"DOGWOOD 28.00
1 10"DOGWOOD 20.00
2 8"DOGWOOD 32.00
1 18"CHERRY 36.00
3 14"CHERRY 84.00
5 12"CHERRY 120.00
1 10"CHERRY 20.00
1 9"CHERRY 18.00
2 8"CHERRY 32.00
2 10"MULBERRY 40.00
1 8"MULBERRY 16.00
1 12"MAGNOLIA 24.00
1 8"MAGNOLIA 16.00
1 10"HOLLY 20.00
2 8"FARKLEBERRY 32.00
TOTAL REPLACEMENT INCHES 2512
CREDITS FOR NATIVE PRESERVED TREES
TYPE AGGREGATE
DBH INCHES CREDITS
UNREGULATED TREES 0 0.00
DOGWOODS & AMERICAN HOLLIES 330 495.00
LONG LEAF PINE, POND CYPRESS, BALD
CYPRESS, & HARDWOODS 60 90.00
OTHER NATIVE CONIFERS 0 0.00
TOTALS 390 585
* SEE LANDSCAPE PLAN BY OTHERS FOR REQUIRED MITIGATION.
(2,512-585= 1,927 REQUIRED MITIGATION INCHES)
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Market Street
Zoning: I-1 (NHCo)
n/f
Holdings, LLC
Shipping Container
Land Use:
D.B. 4791-167
Zoning: I-1 (NHCo)
GSI Wilmington
n/f
5809 Market, LLC
Self-Storage
Land Use:
D.B. 6390-1028
Storage
N.
C
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)
EX. DI
TOP: 34.2
INV. 32.3
EX. 12" RCP
INV. 31.3
EX.
METAL
BUILDING
BLDG-B
100' X 315
'
FFE: 33.5
BLDG-C
55' X 320'
FFE: 33.5
BLDG-A
50' X 450'
FFE: 33.5
3-STORY
B
L
D
G
95,700 S.F
.
G
F
A
110' X 290
'
FFE: 36.0
BLDG-D
50' X 320'
FFE: 32.0
15' PUBLIC
D
.
E
.
3
0
'
P
U
B
.
D
.
E
.
20'
1
5
'
15'
1
5
.
4
5
'
WETLANDS DELINEATED BY
LAND MANAGEMENT GROUP
1
5
'
28
27
27
R2
5
'
3
9
.
2
'
21" PINE
12" WATER OAK
RETAINING WALL
(DESIGN BY OTHERS)
2
8
C-1C
4
1" =40'
SITE DATA
PARCEL ID:R05009-004-027-000
CURRENT ZONING:I-1
CAMA LAND USE CLASSIFICATION:URBAN
PROJECT ADDRESS:5731 MARKET ST.
WILMINGTON, NC 28405
CURRENT OWNER:STANLEY PEARSON G TRUSTEE
137 EDGEWATER LN
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
NUMBER OF BUILDINGS:4
PROPOSED USE:MINI-STORAGE
BUILDING SIZE:87,600 GFA TOTAL (SEE PLAN FOR INDIVIDUAL BLDG. SIZES)
BUILDING HEIGHT:
BUILDING SETBACKS:
FRONT:REQUIRED= 50'PROPOSED= 409'
SIDE:REQUIRED= 0' PROPOSED= 6.4'L/17.6'R
REAR:REQUIRED= 0'PROPOSED= 105'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·255,229 S.F. =34.3%
PARKING REQUIRED: (87,600 SF WAREHOUSE):
MIN:0.5 SPACE/1000 S.F. = 44 SPACES
PARKING PROVIDED:*
*CUSTOMERS WILL PARK ALONG SIDE OF BUILDING WHILE LOADING AND UNLOADING*
FOUNDATION PLANTINGS: N/A (BUILDINGS HAVE ROLL-UP DOORS ALONG ALL FRONTAGES)
TOTAL PROJECT SITE DATA
PARCEL ID:R05009-004-027-000, PART OF R05009-004-034-000
CURRENT ZONING:CS(CD) (COW ZONING), I-1 (NHC ZONING)
CAMA LAND USE CLASSIFICATION:URBAN
PROJECT ADDRESS:5725, 5731, & 5737 MARKET ST.
WILMINGTON, NC 28405
CURRENT OWNER:STANLEY PEARSON G TRUSTEE
137 EDGEWATER LN
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
NUMBER OF BUILDINGS:5
OF 11
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-006
7/27/2022
24 X 36
CDC
JAE
CDC
Pinnacle Storage Market St, LLC
324 Greenville Ave.
Wilmington, NC 28403
Phone: 910-790-9490
SITE
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80'40'20'40'0'
Scale: 1"=40'
PROPERTY LINE
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
LEGEND
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3.NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6. OF THE UDO.
4.RUNOFF FROM ALL IMPERVIOUS SURFACES, INCLUDING ROOF DRAINAGE, TO BE DIRECTED TO PROPOSED
STORMWATER POND.
FIRE & SAFETY NOTES:
1.BUILDINGS A-D WILL NOT BE SPRINKLED
2.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
3.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX J"
REQUIREMENTS.
4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT
DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS
OF SECTION 510 OF THE 2018 NC FIRE CODE.
5.ANY DRIVEWAY GATE TO BE SIREN ACTIVATED.
UTILITY NOTES:
1.EXISTING SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY
AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
USCFCCCHR OR ASSE.
5.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER
METER BOX.
6.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED,
SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL
VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
8.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR
TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
9.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE
THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT
APPROXIMATELY 2' DEEP.
10.ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAIN SYSTEM TO WET DETENTION BASIN.
11.SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
12.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO THE MAIN PER CFPUA
STANDARDS.
13.36" MINIMUM BURY ON ALL WATER AND SANITARY SEWER LINES
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Market Street
Zoning: I-1 (NHCo)
n/f
Holdings, LLC
Shipping Container
Land Use:
D.B. 4791-167
Zoning: I-1 (NHCo)
GSI Wilmington
n/f
5809 Market, LLC
Self-Storage
Land Use:
D.B. 6390-1028
Storage
N.
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EX. DI
TOP: 34.2
INV. 32.3
EX. 12" RCP
INV. 31.3
EX.
METAL
BUILDING
DI# 6
RIM: 31.5
INV: 27.9
DI# 4
RIM: 31.5
INV: 27.0
DI# 2
RIM: 32.5
INV: 29.15
DI# 1
RIM: 32.5
INV: 29.5
BLDG-B
100' X 315
'
FFE: 33.5
BLDG-C
55' X 320'
FFE: 33.5
BLDG-A
50' X 450'
FFE: 33.5
30
"
R
C
P
SDMH#2
RIM: 29.5
INV: 25.0
3
0
"
R
C
P
3
0
"
R
C
P
15
"
R
C
P
1
5
"
R
C
P
1
8
"
R
C
P
1
8
"
R
C
P
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.4
33.2
3-STORY
B
L
D
G
95,700 S.F
.
G
F
A
110' X 290
'
FFE: 36.0
33.0
33.4
32.0
32.4
BLDG-D
50' X 320'
FFE: 32.0
32.4
29.5
29.5
32.4
29.5
NCDOT SDMH#3
RIM: 33.5
INV: 30.1
4
8
"
R
C
P
15' PUBLIC
D
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E
.
3
0
'
P
U
B
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D
.
E
.
32.85
20'
1
5
'
15'
1
5
.
4
5
'
WETLANDS DELINEATED BY
LAND MANAGEMENT GROUP
30
"
R
C
P
1
5
'
28
27
27
R2
5
'
MATCH EX. ASPHALT
3
9
.
2
'
21" PINE
12" WATER OAK
34.0
1
8
"
R
C
P
35.9
34.25
TW:32.9
BW: 28.5
TW:32.0
BW: 30.0
RETAINING WALL
(DESIGN BY OTHERS)
ADA PARKING SIGN
(TYP)
35.3
35.0
35.1
35.3
2
8
DI# 5
RIM: 32.5
INV: 30.0
DI# 3
RIM: 32.5
INV: 28.85
C-2C
5
1" =40'
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY LAND DEVELOPMENT CODE.
2.PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3.NO SIGNS ARE PROPOSED AT THIS TIME. ANY FUTURE PROPOSED SIGN IS SUBJECT TO SECTION 5.6. OF THE UDO.
4.RUNOFF FROM ALL IMPERVIOUS SURFACES, INCLUDING ROOF DRAINAGE, TO BE DIRECTED TO PROPOSED
STORMWATER POND.
FIRE & SAFETY NOTES:
1.BUILDINGS A-D WILL NOT BE SPRINKLED
2.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
3.BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX J"
REQUIREMENTS.
4.CONTRACTOR SHALL SUBMIT A RADIO SIGNAL STRENGTH STUDY FOR ALL COMMERCIAL BUILDINGS THAT
DEMONSTRATES THAT EXISTING EMERGENCY RESPONDER RADIO SIGNAL LEVELS MEET THE REQUIREMENTS
OF SECTION 510 OF THE 2018 NC FIRE CODE.
5.ANY DRIVEWAY GATE TO BE SIREN ACTIVATED.
SITE DATA
PARCEL ID:R05009-004-027-000
CURRENT ZONING:I-1
CAMA LAND USE CLASSIFICATION:URBAN
PROJECT ADDRESS:5731 MARKET ST.
WILMINGTON, NC 28405
CURRENT OWNER:STANLEY PEARSON G TRUSTEE
137 EDGEWATER LN
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
NUMBER OF BUILDINGS:4
BUILDING SIZE:87,600 GFA TOTAL (SEE PLAN FOR INDIVIDUAL BLDG. SIZES)
BUILDING HEIGHT:
BUILDING SETBACKS:
FRONT:REQUIRED= 50'PROPOSED= 409'
SIDE:REQUIRED= 0' PROPOSED= 6.4'L/17.6'R
REAR:REQUIRED= 0'PROPOSED= 105'
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·255,229 S.F. =34.3%
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 87,600 S.F.
ASPHALT DRIVES 96,155 S.F.
CONCRETE (SIDEWALK, C&G, ETC.) 1,185 S.F.
TOTAL 184,940 S.F (72.5%)
PARKING REQUIRED: (87,600 SF WAREHOUSE):
MIN:0.5 SPACE/1000 S.F. = 44 SPACES
PARKING PROVIDED:*
*CUSTOMERS WILL PARK ALONG SIDE OF BUILDING WHILE LOADING AND UNLOADING*
FOUNDATION PLANTINGS: N/A (BUILDINGS HAVE ROLL-UP DOORS ALONG ALL FRONTAGES)
PROPOSED SEWER AND WATER DEMAND: N/A
ESTIMATED TRIP GENERATION: (Per Trip Generation Manual, 10th Edition):
87,600 SF MINI-WAREHOUSE (ITE CODE 151)
AM PEAK: 12 PM PEAK: 27 DAILY: 210
TOTAL PROJECT SITE DATA
PARCEL ID:R05009-004-027-000, PART OF R05009-004-034-000
CURRENT ZONING:CS(CD) (COW ZONING), I-1 (NHC ZONING)
CAMA LAND USE CLASSIFICATION:URBAN
PROJECT ADDRESS:5725, 5731, & 5737 MARKET ST.
WILMINGTON, NC 28405
CURRENT OWNER:STANLEY PEARSON G TRUSTEE
137 EDGEWATER LN
WILMINGTON, NC 28403
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
NUMBER OF BUILDINGS:5
TOTAL PROJECT ON-SITE PROPOSED IMPERVIOUS AREAS:
BUILDINGS 119,500 S.F.
ASPHALT DRIVES 106,280 S.F.
CONCRETE (SIDEWALK, C&G, ETC.) 3,810 S.F.
TOTAL 229,590 S.F (71.1%)
PROPOSED OFFSITE IMPERVIOUS AREAS DRAINING TO WET DETENTION BASIN:
ASPHALT DRIVES 13,610 S.F.
CONCRETE (SIDEWALKS, C&G, ETC.) 1,635 S.F
TOTAL 15,245 S.F
PROPOSED OFFSITE IMPERVIOUS AREAS (RIGHT OF WAY):
CONCRETE SIDEWALK/DRIVE APRON:1,770 S.F.
OF 11
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-006
7/27/2022
24 X 36
CDC
JAE
CDC
Pinnacle Storage Market St, LLC
324 Greenville Ave.
Wilmington, NC 28403
Phone: 910-790-9490
SITE
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W
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1
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JU
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80'40'20'40'0'
Scale: 1"=40'
UTILITY NOTES:
1.EXISTING SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY
AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
4.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
USCFCCCHR OR ASSE.
5.IF CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST
PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER
METER BOX.
6.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED,
SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL
VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES DURING CONSTRUCTION.
CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS
SHALL BE REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
8.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR
TO STARTING THE PROJECT IN ORDER TO FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
9.THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL PLACE
THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT
APPROXIMATELY 2' DEEP.
10.ALL RUNOFF FROM IMPERVIOUS SURFACES TO BE DIRECTED TO PIPED STORM DRAIN SYSTEM TO WET DETENTION BASIN.
11.SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
12.ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED ARE TO BE ABANDONED TO THE MAIN PER CFPUA
STANDARDS.
13.36" MINIMUM BURY ON ALL WATER AND SANITARY SEWER LINES
PROPERTY LINE
RUNOFF DIRECTION
EXISTING EDGE OF PAVEMENT
PROPOSED EASEMENT
PROPOSED WATERLINE
PROPOSED SANITARY SEWER LINE
ENERGY DISSIPATER
SPOT ELEVATION
LEGEND
25.5
C-4 7
DE
T
A
I
L
S
NTS
OF 11
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2022-006
7/27/2022
24 X 36
CDC
JAE
CDC
Pinnacle Storage Market St, LLC
324 Greenville Ave.
Wilmington, NC 28403
Phone: 910-790-9490
SITE
PRE
L
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DO
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F
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CO
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U.S. HIGH
W
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1
7
MA
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L
U
T
H
E
R
K
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G
P
A
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K
W
A
Y
CA
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A
L
D
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I
V
E
JU
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G
E
S
R
D
.
SITE WORK NOTES:
1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
2.CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
7.THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF ACTUAL CLEARANCES ARE LESS THAN
INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT
WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
10.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE COMMENCING
CONSTRUCTION.
11.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS IN OR
ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF THEIR INTENT TO
EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH APPROPRIATE
PERSONNEL.
13.CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR OTHERWISE DISTURBED
BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
14.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
16.ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE CONSULTED AT
CONTRACTORS COST AS NECESSARY.
18.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
20.FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE PAID FOR BY
THE CONTRACTOR.
21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
8" CONCRETE PAD
W/CROSS-BRACING
ENCLOSURE GATES
6X6 - 6/6 W.W.F.
AT 3000 PSI W/
WOOD SIDING
HORIZONTAL
(TREATED)
4"X4" POSTSFOOTINGS
CONCRETE
2"X6" CAP
PAVEMENT
ASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
8-25-21 ADDED POROUS BAFFLE, WATTLE
AND ESC SKIMMER DETAILS.
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
x
4"8"
4"
x x x x
x
8
4"
ASPHALT
TURNDOWN SIDEWALK
NTS
CURB INLET DETAIL
NTS
VA
R
I
E
S
3000 PSI CONC.
FLOW
SECTION
6"
4"
8"
PRE-CAST CONC.
ASPHALT PAVEMENT
ELEV. VARIES
8"6"D 8"6"
GROUT
IN
S
I
D
E
W
A
L
L
BO
C
OR EQUALDEWEY BROS. MODEL CH-BN-2001FRAME AND GRATE2"
SEE PLAN FOR PIPE ORIENTATION & SIZES
NCDOT STD. NO.840.03 ORAPPROVED EQUAL
OF
B
O
X
DROP INLET DETAIL
3000 PSI CONC.
NTS
BRICK MASONRY
FLOW
6"
CONC. COLLAR
6"
DROP INLET TO HAVE SAND
LEAVE OPENING AS SHOWNTRAP, DROP FOOTING 12" &
ELEV. VARIES
ASPHALT PAVEMENT
SECTION
NOTE:
8"
2'-0"8"8"
1'-0"
VA
R
I
E
S
4"
CONC. COLLAR
SEE PLAN FOR PIPEORIENTATION
NOTE: USE DEWEY BROS.
FOR YARD INLETSBASINS AND CH-BN-47CH-BN 3A FOR CATCH
PLAN
CASTING
WHEEL STOP DETAIL
NTS
1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13
NOTE:
WIDTH x LENGTH x HEIGHT
1/2"1/2"6'-11"
FRONT VIEW
+2/(6
1/2"
END VIEW
4.5"
1/2"8"
9" x 7'-0" x 4"
4000 PSI @
4 - #4 REBAR
28 DAYS
CONCRETE:
REINFORCING:
PLAN VIEW
12"7'12"
2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
2'
2'
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
2:
1 16
"
19-GAUGE HARDWARE CLOTH
(1/4 MESH OPENINGS)
FILTERED
WATER
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(12 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF
ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS
NEEDED.
MAINTENANCE:
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE
PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP,
MIDDLE, AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MESH
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES AROUND THE WIRE, AND
SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT, AND
ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZED IT WITH
GROUNDCOVER.
MIN. 12-1/2 GA.
INTERMEDIATE WIRES
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
36" IN WIDTH. FABRIC SHALL BE FASTENED
SELF-FASTENER STEEL ANGLE TYPE.
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
TEMPORARY SILT FENCE
NTS
SPACING.
ENGINEER.
NOTES:
VARIES (6'-8' MIN.)
AS DIR. BY ENG.
STEEL POST
WIRE FABRIC
FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
COARSE AGGREGATE
2" - 3"
6" MIN.
GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
BOTTOM OF
SPILLWAY EL. 28.7
3
1
3
1
TOP OF BANK
6'
1 3
40'
28.7
EL. 29.0
EMERGENCY SPILLWAY DETAIL
NTS
EL. 29.0
NOTES:
1. WIDTH OF SPILLWAY TO BE PROTECTED WITH RIPRAP AS SHOWN ON PLAN. REMAINING
LENGTH OF CHANNEL TO BE STABILIZED WITH EXCELSIOR MAT AND SEEDED IN ACCORDANCE
WITH SPECIFICATIONS.
4'-0"
SECTION A - A
6"6"
BOTTOM
PVC PIPE ORIFICE
4'-0"
PLAN
INV. 25.0
INV. 24.0
GALV. BAR GRATING - 1" x 1/8" BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH TO 1-1/4" x 1-1/4" x1/4" GALVANIZED
ANGLE FRAME. MORTAR FRAME TO TOP OF OUTLET STRUCTURE & FACE OF WEIR.
TOP OF BANK
30" RCP
1
3
6"
30" RCP
A
NORMAL POOL 25.0
3
1
6"
A
CITY FLOOD POOL 28.15
NTS
DETENTION POND OUTLET STRUCTURE
4" SCREW TYPE PLUG
4" PVC PIPE
4" PVC CAP W/ 3.0" DRILLED HOLE ORIFICE W/
GALVANIZED WIRE CLOTH OVER SMALL
DIAMETER ORIFICE (8 MESH .020 WIRE)
24" WEIR
INV. 26.35
FLOOD POOL 26.35STATE
INV. 25.0
ENERGY DISSIPATOR
NTS
SECTION A - A FILTER FABRIC
SEE PLAN
SEE PLAN
1. CLASS "B" RIP RAP TO BE USED FOR ALL ENERGY DISSIPATOR AREAS.
NOTES:
COIR MESH** STAPLED INTO BOTTOM AND SIDES
WITH 11 GA. X 12" MIN. LANDSCAPE STAPLES
STEEL SUPPORT POST
24" INTO BOTTOM OR SIDE
DRAPE BAFFLE MATERIAL OVER 9 GA. MIN. HIGH TENSION
WIRE STRAND
SECURED TO POST. SECURE BAFFLE MATERIAL TO WIRE WITH
PLASTIC TIES EVERY 12"
CROSS SECTION
NTS
POROUS BAFFLE DETAIL
FLOW
POROUS BAFFLES
25%
SA
25%
SA
25%
SA
25%
SA
PLAN
2' MIN
3' MAX
3'
M
I
N
*
*IF TEMPORARY SEDIMENT BASIN WILL BE CONVERTED TO A PERMANENT STORMWATER BASIN OF GREATER DEPTH, THE BAFFLE
HEIGHT SHOULD BE BASED ON THE POOL DEPTH DURING USE AS A TEMP. SEDIMENT BASIN.
** COIR FIBER BAFFLE MATERIAL TO MEET THE FOLLOWING SPECIFICATIONS:
THICKNESS: 0.30" MIN TENSILE STRENGTH (WET): 900 X 680 LB/FT MIN.ELONGATION (WET): 69% X 34% MAX.
FLOW VELOCITY: 10-12 FT/SEC WEIGHT: 20OZ./SY MIN.MINIMUM WIDTH: 6.5'OPEN AREA: 50% MAX.
EXTEND 9 GA WIRE TO BASIN SIDE OR
INSTALL T-POST TO ANCHOR BAFFLE TO SIDE
OF BASIN AND SECURE TO VERTICAL POST.
3
1
6
1
3
1
TOP OF SHELF 25.5
BOTTOM OF SHELF 24.5
CLEAN OUT 20.5
CLEAN OUT 19.0
NTS
24.024.0 CLASS "B" RIP RAP
1' MIN. TUCK
(TYP.)
NON-WOVEN
GEOTEXTILE
FABRIC
NORMAL POOL EL. 25.03
1
*POND SLOPE TO BE SEEDED IN ACCORDANCE TO SEEDING SPECIFICATIONS
*6:1 VEGETATED SHELF TO BE PLANTED WITH WETLAND SPECIES I.E. PICKEREL WEED, DUCK POTATO, SWAMP ROSE, BLUE FLAG, & CARDINAL FLOWER. (OR ENGINEER APPROVED
ALTERNATIVE)
*VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS AT 24" O.C. IN A CHECKERBOARD PATTERN.
*VEGETATED SHELF PLANTING SHALL NOT BE PLANTED WITHIN 10' OF THE OUTLET STRUCTURES.
*A PUMP WILL BE PROVIDED TO DRAIN THE BASIN FOR MAINTENANCE AND EMERGENCIES
* ANY PORTION OF WET DETENTION BASIN USED FOR S&EC DURING CONSTRUCTION MUST BE CLEANED OUT AND RETURNED TO DESIGN STATE BEFORE USE AS A WET DETENTION BASIN.
EL. 29.0
TOP OF BANK
DETENTION POND & FOREBAY SECTION
6' EMBANKMENT
NORMAL POOL EL. 25.0
MAIN POOL
3
1
1
BOTTOMEL. 20.0
FLOOD POOL EL. 26.35
MI
N
.
6"
FOREBAY
3
1 BOTTOM EL. 21.53
FOREBAY BERM BEYOND
EL. 29.0
TOP OF BANK
ș
WATER SURFACE
FRONT VIEWEND VIEW
PROSEPECTIVE VIEW
PVC ELBOW
PVC TEE
PVC END CAP
PVC END CAP
PVC PIPE (8) 12" HOLES
IN UNDERSIDE
ARM ASSEMBLY
"C" ENCLOSURE
WATER ENTRY UNIT
SCEHDULE 40
PVC PIPE
PVC TEE
ORIFICE PLATE
(SEE SIZE BELOW)
SCHEDULE 40 PVC PIPE
(SEE SIZE BELOW)
FLEXIBLE HOSE
CONNECTED TO
OUTLET STRUCTURE ORIFICE
PVC PIPE VENT
NTS
FAIRCLOTH SKIMMER DETAIL
1. SKIMMER TO BE USED IN WET PONDS AND REMOVED AFTER SITE IS PERMANENTLY STABLE.
NOTES:
SKIMMER SPECS:
SIZE=4.0" SCH-40 PVC PIPE
ORIFICE=2.9" DIAMETER