2022-015 Bluetail Industrial Park_1-25-23 - Planning Set2EX. BLOCK BLDG.
EX. METAL BLDG.
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EX. SHED TO BE REMOVED
N/F
INMAN DAN E MARIE P
R03316-004-001-001
DB 1353, PG 939
ZONE: AC
USE: COMMERCIAL
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NEW HANOVER COUNTY AIRPORT AUTHORITY
R03316-004-004-000
DB 6253, PG 2792
ZONE: AC
USE: VACANT
N/F
TF HOLDINGS LIMITED PTNP
R03316-004-003-000
DB 1783, PG 1251
ZONE: AC
USE: VACANT
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24
4
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8,900 SF TOTAL
APPROX. LOCATION EX. WELL
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EX.POWER POLE TO BE RELOCATED
(CONTRACTOR TO COORDINATE WITH
POWER COMPANY FOR RELOCATION)
PROP. LOT-A
$&
PROP. LOT-B
$&
BAY DOORS
N/F
AIC CONDOMINIUM ASSN INC
R03300-005-021-000
DB 4260, PG 0467
ZONE: AC
USE: COMMERCIAL
N/F
AIC CONDOMINIUM ASSN INC
R03300-006-002-000
DB 2380, PG 0860
ZONE: AC
USE: COMMERCIAL
N/F
TRASK ALEX M JR HRS
R03300-005-005-001
DB 9993, PG 1508
ZONE: AC
USE: VACANT
APPROX. LOCATION EX. DI
EX. GRAVEL/SOIL AREAS
TO BE RESURFACED
WITH GRAVEL
EX. GRAVEL/SOIL AREAS
TO BE REMOVED
EX. GRAVEL/SOIL AREAS
TO BE REMOVED
EX. OVERHEAD CRANE RAILS
(LOCATION IS APPROX.)
PROP. LOTLINE PR
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1" = 30'
PROPERTY LINE
ADJOINERS
SILT FENCE
LIMITS OF DISTURBANCE
PROP. DEMO AREAS
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-015
CLIENT INFORMATION:
Bluetail Properties, LLC
Dustin Braudway
366 Shorepoint Dr.
Wilmington, NC 28411
910-233-9629
OF 6
JAE
CDC
CDC
24x36
1/25/2023
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SITE DATA
PARCEL ID:R03316-004-002-000
CURRENT ZONING:AC
PROJECT ADDRESS:2701 BLUE CLAY RD.
WILMINGTON, NC 28405
CURRENT OWNERS:BLUETAIL PROPERTIES, LLC
366 SHOREPOINT DR.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS:
GRAVEL (DRIVES, PARKING & STORAGE):33,235 S.F.
BUILDINGS: 9,925 S.F.
ASPHALT: 1,440 S.F.
TOTAL:44,600 S.F.
EXISTING ONSITE IMPERVIOUS AREAS TO BE REMOVED:
GRAVEL (DRIVES, PARKING & STORAGE):12,428 S.F.
BUILDINGS: 145 S.F.
ASPHALT: 1,440 S.F.
TOTAL:14,013 S.F.
EXISTING ONSITE IMPERVIOUS AREA TO REMAIN: 30,587 S.F.
SOILS TYPE:No (Norfolk fine sandy loam) 83.4%
Wo(Woodington find sandy loam)16.6%
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.EXISTING SURVEYING PERFORMED BY F.W. JONES SURVEYING COMPANY.
4.SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720312900K, DATED
8/28/2018.
5.NO WETLANDS OR SURFACE WATERS EXIST ON SITE.
6.NO REGULATED TREE EXIST ON SITE.
60'30'15'30'0'
Scale: 1"=30'
EX. BLOCK BLDG.
EX. METAL BLDG.
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18
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9'
11
GRAVEL PARKING
AREA
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N/F
INMAN DAN E MARIE P
R03316-004-001-001
DB 1353, PG 939
ZONE: AC
USE: COMMERCIAL
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NEW HANOVER COUNTY AIRPORT AUTHORITY
R03316-004-004-000
DB 6253, PG 2792
ZONE: AC
USE: VACANT
N/F
TF HOLDINGS LIMITED PTNP
R03316-004-003-000
DB 1783, PG 1251
ZONE: AC
USE: VACANT
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8,900 SF TOTAL
DI#1
RIM: 47.8
INV: 44.9
DI#2
RIM: 47.8
INV: 44.5
15" RCP 18
"
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APPROX. LOCATION EX. WELL
PROPOSED PRIVATE DUPLEX
SS LIFT STATION
(SEE LIFT STATION PACKAGE)
DI#3
RIM: 47.8
INV: 45.0
5' C
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16
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TIE TO EX. SS FM W/
(1) 2" X 14" T.S.&V.)
(1) CONC. VAULT
(SEE DETAIL)
PROP. LOT-A
$&
PROP. LOT-B
$&
PRIVATE ACCESS, DRAINAGE
& UTILITY EASEMENT
(WIDTH VARIES)
10' D.E.
48.6
48.3
47.9
48.35
48.3
MATCH EX. ASPHALT
48.5
49.048.3
48.9
TAPER CURB
TO FLAT
49.0
49.0
49.0
49
49
50.0
49.5
50.4
49.5
49.25
48.8
49.3
48.7
49.0
49.3
50.3
UP
ADA PARKING SIGN
BAY DOORS
AIC CONDOMINIUM ASSN INC
N/F
TRASK ALEX M JR HRS
R03300-005-005-001
DB 9993, PG 1508
ZONE: AC
USE: VACANT
APPROX. LOCATION EX. DI
DI#5
RIM: 48.5
INV: 45.0
DUMPSTER PAD
& ENCLOSURE
48.8
49.5
150'
60
'BAY DOORS
BAY DOORS
SHOWROOMSHOP
16'
UP
48.9
48.9
48.9
48.8
48.5
48.3
48.9
23
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48.9
TAPER CURB TO FLAT
(TYP @ BUILDING)
49.0
48 48
48.9
51
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18
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49.25
48.35
DI#4
RIM: 47.65
INV: 45.25
48.5
48.25
48.5
49.25
49.5
15" RCP
48.4
48.5
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4546
22
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46
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5' X 5' CONC. PAD
ADA PARKING SIGN
OUTLET STRUCTURE
(SEE DETAIL)
SDMH#1
RIM: 46.75
INV: 44.65
47
48.2
48.8
48.9
48.5
EX. OVERHEAD CRANE RAILS
(LOCATION IS APPROX.)
PROP. LOTLINE PR
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OVERALL PROJECT SITE DATA
PARCEL ID:R03316-004-002-000
CURRENT ZONING:AC
PROJECT ADDRESS:2701 BLUE CLAY RD.
WILMINGTON, NC 28405
CURRENT OWNERS:BLUETAIL PROPERTIES, LLC
366 SHOREPOINT DR.
WILMINGTON, NC 28411
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
TOTAL ON-SITE IMPERVIOUS AREAS:
LOT-A 35,500 S.F.
LOT-B 35,000 S.F.
TOTAL 70,500 S.F. (67.7%)
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
17,900 SF LIGHT INDUSTRIAL (ITE CODE 110)
AM PEAK: 13 PM PEAK: 12 DAILY: 87
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 625 GPD
LOT-A SITE DATA:
PROPOSED USE:ARTISAN MANUFACTURING
PROPOSED LOT SIZE:6) DF
BUILDING SIZE:8,900 S.F. G.F.A.
BUILDING HEIGHT:
6725<
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·6)
BUILDING SETBACKS:
FRONT:REQUIRED= 50'EXISTING= 3'PROPOSED= 77'
SIDE:REQUIRED= 0'EXISTING=10'L/118'R PROPOSED= 20'L/64'R
REAR:REQUIRED= 0'EXISTING=53'PROPOSED= 163'
PROPOSED IMPERVIOUS AREAS:
GRAVEL PARKING AREA 6,095 S.F.
CONCRETE (SIDEWALK, C&G, ETC.) 1,090 S.F.
FUTURE 11,235 S.F.
TOTAL 18,420 S.F (30.65%)
TOTAL ON-SITE IMPERVIOUS AREA:
PROPOSED:18,420 S.F.
EXISTING TO REMAIN:17,080 S.F.
TOTAL:35,500 S.F. (59.1%)
PARKING REQUIRED ARTISAN MANUFACTURING: (1.5 Spaces per 1,000 SF GFA)
PARKING REQUIRED:13 SPACES (1 ADA)
PARKING PROVIDED:13 SPACES (1 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 13,395 S.F. * 8% 1,072 S.F.
PROVIDED 1,260 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE: 102 LF X 12' FACADE X 12%
REQUIRED:147 S.F.
PROVIDED:185 S.F.
WEST FACADE: 96 LF X 16' FACADE X 12%
REQUIRED:184 S.F.
PROVIDED:185 S.F.
STREETYARD: (MULTIPLIER: 18' MAX: 27' MIN: 9')
REQUIRED: 244' - 30' = 214' X 18'= 3,852 S.F.
PROVIDED:4,425 S.F.
LOT-B SITE DATA:
PROPOSED USE:ARTISAN MANUFACTURING
PROPOSED LOT SIZE:6) DF
BUILDING SIZE:9,000 S.F. G.F.A. TOTAL
BUILDING HEIGHT:
6725<
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·6)
BUILDING SETBACKS:
FRONT:REQUIRED= 50'PROPOSED= 79'
SIDE:REQUIRED= 0'PROPOSED= 83'L/54'R
REAR:REQUIRED= 0'PROPOSED= 12'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS ROOFS 9,000 S.F.
GRAVEL PARKING AREA 8,890 S.F.
CONCRETE (SIDEWALK, C&G, ETC.) 1,305 S.F.
FUTURE 2,298 S.F.
TOTAL 21,493 S.F (48.8%)
TOTAL ON-SITE IMPERVIOUS AREA:
PROPOSED:21,493 S.F.
EXISTING TO REMAIN:13,507 S.F.
TOTAL:35,000 S.F. (79.5%)
PARKING REQUIRED ARTISAN MANUFACTURING: (1.5 Spaces per 1,000 SF GFA)
PARKING REQUIRED:14 SPACES (1 ADA)
PARKING PROVIDED:15 SPACES (1 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 22,397 S.F. * 8% 1,792 S.F.
PROVIDED 1,900 S.F.
FOUNDATION PLANTINGS:
SOUTH FACADE: 150 LF X 16' FACADE X 12%
REQUIRED:288 S.F.
PROVIDED:305 S.F.
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-015
CLIENT INFORMATION:
Bluetail Properties, LLC
Dustin Braudway
366 Shorepoint Dr.
Wilmington, NC 28411
910-233-9629
OF 6
JAE
CDC
CDC
24x36
1/25/2023
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ADJOINERS
RUNOFF DIRECTION
PROPOSED SSFM
PROPOSED SANITARY SEWER LINE
ENERGY DISSIPATER
SPOT ELEVATION
GRAVEL PARKING AREA
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
LEGEND
25.5
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. RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS TO BE ROUTED TO PROPOSED WET DETENTION
BASIN.
1. EXISTING SANITARY SEWER SERVICE IS CURRENTLY AVAILABLE TO THE SITE FROM CAPE FEAR PUBLIC UTILITY
AUTHORITY PUBLIC SANITARY SEWER FORCE MAINS.
2. WATER WILL BE PROVIDED VIA EXISTING ON-SITE PRIVATE WELL.
3. ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
4. ALL SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS & STANDARDS.
5. 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.
6. THE PROCESS FOR TELEPHONE CABLE PLACEMENT: * FINAL GRADE WILL NEED TO BE ESTABLISHED. * POWER WILL
PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP. * TELEPHONE & CABLE TV WILL THEN PLACE THEIR CABLE AT
APPROXIMATELY 2' DEEP.
7. SOLID WASTE DISPOSAL BY PRIVATE DUMPSTER SERVICE.
8. ALL WATER AND SANITARY SEWER LINES TO BE BURIED AT 36" MIN. DEPTH.
9. 3' SEPARATION REQUIRED BETWEEN ALL JOINTS, FITTINGS AND SERVICE SADDLES.
10. NO FORMAL SITE LIGHTING IS PROPOSED AT THIS TIME.
UTILITY NOTES:
FIRE & SAFETY NOTES:
1. PROPOSED BUILDING 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.
60'30'15'30'0'
Scale: 1"=30'
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NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2022-015
CLIENT INFORMATION:
Bluetail Properties, LLC
Dustin Braudway
366 Shorepoint Dr.
Wilmington, NC 28411
910-233-9629
OF 6
JAE
CDC
CDC
24x36
1/25/2023
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NTS
2" S9.5B
8" ABC
DRIVEWAY APRON PAVEMENT SECTION
COMPACTED
SUBGRADE
COIR MESH OR SIMILAR, STAPLED OR
TRENCHED INTO BOTTOM OR SIDE.
STEEL SUPPORT POST
24" INTO BOTTOM OR SIDE STAKE TO
SUPPORT WIRESUPPORT ROPE TO WIRE
TO PREVENT SAGGING
CROSS SECTION
NTS
POROUS BAFFLE DETAIL
FLOW
POROUS BAFFLES
25%
SA
25%
SA
25%
SA
25%
SA
PLAN
PLAN
1" 6" 5 3/4"
MANHOLE DIAMETERSHALL BE 1'-0"LARGER THAN THE
FORM FLOW CHANNEL
3'-3" MIN. 3'-1 3/4" MIN.
CONC.MH BLOCKS PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
BLOCK CONC. M.H.
NTS
8"LARGEST PIPE 8"
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
NOTE
MIN WEIGHTS:FRAME: 208 LBS.COVER: 120 LBS.
3/4" CEMENT MORTAR SEAL
STD. M.H. RING & COVER
1'-0" OCM.H. STEPS @ 1'-0" 1'-0"
DOT APPROVED
PRECAST 4" RISER RING
PRECAST M.H. UNITS WITH CAST IN PLACE STEPS @ 12" OC
SIDEWALK
SECTION A-A
4' min
SECTION B-B
A
A
B B
1.0-8.3% (30"MAX RISE)
10% MAX (X=36"MIN)
8.3% MAX (X<36") (FOR ALTERATIONS
RAMP
CURB AND GUTTER
WARNING DOMES
2' MIN
1.6-2.4" (TYP)
RAMP WIDTH
0.2"
Flare
WARNING DOMES
4'
FLARE
2.
X
LAN
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1.6-2.4" (TYP)
TRUNCATED DOMES
BASE DIAMETER
0.9-1.4"
TOP DIAMETER 50-60%
OF BASE (TYP)
LANDING
NTS
WHEEL CHAIR RAMP DETAIL
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.
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
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"
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.
1-1/2"R(TYP)
WHITE SYMBOL ON BLUE BACKGROUND
LEGEND AND BORDER - GREENBACKGROUND - WHITE
12"
3/8"(TYP)
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
12"
COLORS
1-1/2"R(TYP)
LEGEND AND BORDER - GREENBACKGROUND - WHITE
18"
3/8"(TYP)
TO READ "VAN ACCESSIBLE".
BOLT TO WD. POST WITH 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS
9" x 1'-6" x .080 STD ALUM. SIGN
NUTS, BOLTS & WASHERS.
9" x 1'-0" x .080 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY $250,
GS 20-37.6". BOLT TO WD. POST
WITH 3/8" CANDIUM PLATED
PRESSURE TREATED 4"x4" POST.
FINISHED
GRADE
HANDICAPPED PARKING SIGN
WITH IDENTIFICATION SYMBOL.
1'-6" x 1'-0" x .080 STD. ALUM.
TO READ "RESERVED PARKING"
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHERS.
TYPICAL HANDICAPPED SIGN DETAIL
NTS
R7-8a Sign
(no arrows)
R7-8d Sign
R7-8P Sign
2
1
6
1
3
1
TOP OF SHELF 45.2
BOTTOM OF SHELF 44.2
CLEAN OUT 39.2
CLEAN OUT 36.9
NTS
44.244.2 CLASS "B" RIP RAP
1' MIN. TUCK
(TYP.)
NON-WOVEN
GEOTEXTILE
FABRIC
NORMAL POOL EL. 44.73
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. 48.0
TOP OF BANK
DETENTION POND & FOREBAY SECTION
5' EMBANKMENT
NORMAL POOL EL. 44.7
MAIN POOL
2
1
1
BOTTOM 37.9
FLOOD POOL EL 46.25
MI
N
.
6"
FOREBAY
2.5
1 BOTTOM EL. 40.22.5
FOREBAY BERM BEYOND
EL. 48.0
TOP OF BANK
3'-0"
SECTION A - A
6"6"
BOTTOM
4" PVC PIPE
W/1.5" ORIFICE
3'-0"
PLAN
INV. 44.7
INV. 43.7
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
15" RCP
1
3
6"
15" RCP
A
NORMAL POOL 44.7
2.5
1
12
"
3'
-
0
"
6"
6"
A
6"
TOP OF BOX 47.0
NTS
DETENTION POND OUTLET STRUCTURE
4" SCREW TYPE PLUG
4" PVC PIPE
4" PVC CAP W/ 1.5" DRILLED HOLE ORIFICE W/
GALVANIZED WIRE CLOTH OVER SMALL
DIAMETER ORIFICE (8 MESH .020 WIRE)
24.0" WEIR
INV. 46.25
FLOOD POOL 46.25
12
"
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=2.0" SCH-40 PVC PIPE
ORIFICE=1.9" DIAMETER
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
4"8"
x x x x
x GRAVEL/CONC.
TURNDOWN SIDEWALK
NTS
CLASS A CONC.
7"1/8"R
1"3"R
6"
1 1/2"R
3"R
1'
-
0
"
2'-0"
1'-6"6"
ASPHALT
DRAINAGE AWAY FROM CURB
CLASS A CONC.
24" CURB SECTION
NTS
ASPHALT
7"
2'-0"
3"R
1'-6"
1/8"R
1"
6"
6"
1'
-
0
"
DRAINAGE TOWARD CURB
SHALL SLOPE AWAY AS SHOWN
AWAY FROM CURB, GUTTER
WHERE RUNOFF IS DIRECTED
SLOPE
SLOPE
1 1/2"R
3"R
4"
ABC STONE
COMPACTED SUB-GRADE
GRAVEL SECTION
NTS
BOTTOM OF
SPILLWAY EL. 47.8
3
1
31
TOP OF BANK
10'
1 3
60'
EL. 47.8
EL. 48.0
EMERGENCY SPILLWAY DETAIL
NTS
EL. 48.0
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.
1" DIA ROD @ 5' MAX SPACING
LANDSCAPE ISLAND
2'
6" X 6" LANDSCAPE TIMBERS
PARKING SUFACE
6"
NTS
TYPICAL TIMBER PARKING EDGING DETAIL