HomeMy WebLinkAbout2024-007 Reagan Retail and Office Center_8-29-24SI
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INV.IN=14.74' (S)
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CIRCLE K STORES INC
BK 6634, PG 1085
Zoning: B-2
Use: VACANT
n/f
JEFFREY SUTTON HEIRS ETAL
BK 9908, PG 0318
Zoning: B-2
Use: COMMERCIAL
n/f
TONI L SUTTON
BK 5240, PG 0048
Zoning: B-2
Use: COMMERCIAL
n/f
MCCLURE MEMORIAL PRESBYTERIAN
BK 1708, PG 0544
Zoning: B-2
Use: CHURCH
n/f
NEFTALI BALDERAMA GARCIA
BK 6283, PG 2899
Zoning: RA
Use: Single Family Residence
n/f
HILLSBOROUGH STREET LLC
BK 6472, PG 1344
Zoning: B-2
Use: COMMERCIAL
n/f
CAROLINE L. BORDEAUX
BK 3665, PG 0818
Zoning: RA
Use: Single Family Residence
n/f
SIMON P PARKIN
BK 1536, PG 2092
Zoning: B-2
Use: Single Family Residence
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1" = 30'
PROPERTY LINE
ADJOINERS
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
TREES TO BE REMOVED
LEGEND
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 7
JAE
CDC
CDC
24x36
8/29/2024
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CASTLE AVE.
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SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
EXISTING ONSITE IMPERVIOUS AREAS: (SITE IS VACANT)
SOILS TYPE: Ke (Kenansville fine sand)
Ls (Lynchburg fine sandy loam)
(Per NHC GIS Soil Map)
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 STEVEN L. BUIE, PLS, L-3402.
4. SITE IS LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER370168 3232 K,
EFFECTIVE DATE FEBRUARY 16, 2007.
5. NO WETLANDS, SURFACE WATERS, PROTECTED VEGETATED SETBACKS OR RIPARIAN
BUFFERS EXIST ON SITE.
6. PRIOR TO CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, ANY WELLS THAT ARE
EXISTING MUST BE PROTECTED AROUND EACH WELL HEAD/CASING AND CAPPED.
7. ALL PINE TREES ARE ASSUMED TO BE LOBLOLLY PINES. ALL GUM TREES ARE
ASSUMED TO BE SWEET GUMS. CONTRACTOR TO VERIFY SPECIES PRIOR TO CUTTING.
TREE PRESERVATION NOTES:
1. PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREE
PROTECTION FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOW
FENCE OR WIRE FENCE, SHALL BE INSTALLED AROUND PROTECTED TREES OR TREE
STANDS LOCATED IN CONSTRUCTION AREAS OR OTHER SITE AREAS THAT WILL BE
DISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A MINIMUM OF
FOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVE
FENCING SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION
ACTIVITIES.
2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED
WITHIN THE TREE PROTECTION FENCING.
3. IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION
IS DESTROYED, SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ON
THE PART OF THE PROPERTY OWNER WITHIN THREE YEARS AFTER COMPLETION OF
CONSTRUCTION, THEN REPLACEMENT TREES SHALL BE PLANTED ON THE SITE WITH
A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE RETAINED TREE. A
MINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACH
REPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE OR
FOR REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENT
0$<%(0$'(727+(&2817<¶675((,03529(0(17)81'(48,9$/(17727+(
PRICING STANDARDS IN THE COUNTY FEE SCHEDULE.
60'30'15'30'0'
Scale: 1"=30'
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES
QTY SIZE TYPE REPLACEMENT
INCHES
2 36"PINE 144.00
1 28"PINE 56.00
1 26"OAK 52.00
TOTAL REPLACEMENT INCHES 252
CREDITS FOR PRESERVED TREES
QTY DBH INCHES TYPE DOCUMENTED
INCHES
SIGNIFICANT
INCHES CREDITS
1 26"PINE 26 0.00
1 24"PECAN 24 0.00
1 36"OAK 36 0.00
1 21"OAK 21 0.00
1 18"OAK 18 0.00
1 15"OAK 15 22.50
2 12"OAK 24 36.00
1 11"OAK 11 16.50
1 8"OAK 8 12.00
1 16"PINE 16 24.00
TOTAL INCHES PRESERVED
TREES 74 39
TOTAL CREDITS FOR PRESERVED
TREES 111.0
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EXIT ONLY - ONE WAY
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STAIR
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TRIANGLE (TYP.)
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24 PECAN
INV.15.66'
INV.15.60'
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INV.OUT=14.67' (N)
INV.IN=14.74' (S)
RIM=17.52'
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CIRCLE K STORES INC
BK 6634, PG 1085
Zoning: B-2
Use: VACANT
n/f
JEFFREY SUTTON HEIRS ETAL
BK 9908, PG 0318
Zoning: B-2
Use: COMMERCIAL
n/f
TONI L SUTTON
BK 5240, PG 0048
Zoning: B-2
Use: COMMERCIAL
n/f
MCCLURE MEMORIAL PRESBYTERIAN
BK 1708, PG 0544
Zoning: B-2
Use: CHURCH
n/f
NEFTALI BALDERAMA GARCIA
BK 6283, PG 2899
Zoning: RA
Use: Single Family Residence
n/f
HILLSBOROUGH STREET LLC
BK 6472, PG 1344
Zoning: B-2
Use: COMMERCIAL
n/f
CAROLINE L. BORDEAUX
BK 3665, PG 0818
Zoning: RA
Use: Single Family Residence
n/f
SIMON P PARKIN
BK 1536, PG 2092
Zoning: B-2
Use: Single Family Residence
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PROP. BYPASS STRUCTURE
(SEE DETAIL)
(1) 8"X6" TEE
(1) 6" DELINEATION VALVE LOCATED 18" INSIDE R/W
(1) 6" C-900 PVC PRIVATE FIRE LINE
(1) 6" WATTS MODEL# LF957 RPDA
%(1'6
(1) 8"G.V.
2" WATER SERVICE (36" MIN. BURY)
R
2
5
'
8" FIRE SERVICE (36" MIN. BURY)
(1) F.H. ASSY
F.D.C. LOCATED ON CORNER OF BUILDING
PROP. PUBLIC U.E.
10'
PPES
PPES
RC
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RCP
R25
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EXISTING
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SITE DATA
PARCEL ID:R01109-001-001-000
CURRENT ZONING:B-2
PROJECT ADDRESS:5901 CASTLE HAYNE RD.
CASTLE HAYNE, NC 28429
CURRENT OWNER:REAGAN LLC
303 FOX LAKE DR.
CLINTON, NC 28328
TOTAL ACREAGE IN PROJECT BOUNDARY 6) DF
PROPOSED USE:RETAIL (1st Floor) &
GENERAL OFFICE (2nd Floor)
BUILDING SIZE:26,400 S.F. GFA TOTAL (13,200 S.F. FOOTPRINT)
BUILDING HEIGHT:6725<
CALCULATION FOR BUILDING COVERAGE:
PROPOSED COVERAGE 6)·6)
BUILDING SETBACKS:
FRONT:REQUIRED= 25'PROPOSED= 79'
SIDE:REQUIRED= 0' Interior/25' Street PROPOSED= 67' / 26'
REAR:REQUIRED= 35' To Res. Use PROPOSED= 36'
PROPOSED IMPERVIOUS AREAS:
BUILDINGS 13,200 S.F.
ASPHALT PARKING/DRIVE AREA 27,520 S.F.
CONCRETE SIDEWALK, C.&G., ETC. 5,385 S.F.
FUTURE 3,895 S.F.
TOTAL 50,000 S.F (66.0%)
PARKING REQUIRED:
RETAIL SALES USE: (2.5/1,000 sf )
13,200 SF/1000*2.5 = 33 SPACES
GENERAL OFFICE USE: (2.5/1,000 sf )
13,200 SF/1000*2.5 = 33 SPACES
TOTAL PARKING REQUIRED:66 SPACES (3 ADA)
PARKING PROVIDED:66 SPACES (3 ADA)
PARKING LOT INTERIOR LANDSCAPING
REQUIRED 27,520 S.F. * 8% 2,202 S.F.
PROVIDED 2,740 S.F.
FOUNDATION PLANTINGS:
NORTH FACADE: 60 LF X 20' FACADE X 12%
REQUIRED:144 S.F.
PROVIDED:255 S.F.
EAST FACADE: 220 LF X 20' FACADE X 12%
REQUIRED:528 S.F.
PROVIDED:580 S.F.
STREETYARD CASTLE HAYNE RD.: (25 S.F./LF FRONTAGE. 12.5' MIN./37.5' MAX. WIDTHS)
330 LF FRONTAGE 330- 25 LF DRIVEWAY = 305 LF FRONTAGE
REQUIRED: 25' X 305 LF 7,625 S.F.
PROVIDED:7,758 S.F.
STREETYARD LYNN AVE.: (12.5 S.F./LF FRONTAGE. 6.25' MIN./18.75' MAX. WIDTHS)
175 LF FRONTAGE 175- 19 LF DRIVEWAY = 156 LF FRONTAGE
REQUIRED: 12.5' X 156 LF 1,950 S.F.
PROVIDED:2,030 S.F.
EXISTING SEWER AND WATER DEMAND: 0 GPD
PROPOSED SEWER AND WATER DEMAND: 2,420 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
13,200 SF RETAIL SHOPPING CENTER (ITE CODE 820)
AM PEAK: 13 PM PEAK: 49 DAILY: 567
13,200 SF GENERAL OFFICE (ITE CODE 710)
AM PEAK: 20 PM PEAK: 19 DAILY: 143
PROJECT TOTAL: AM PEAK: 33 PM PEAK: 68 DAILY: 710
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 7
JAE
CDC
CDC
24x36
8/29/2024
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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 DRAINS, TO BE DIRECTED TO PROPOSED UNDERGROUND
INFILTRATION SYSTEM.
FIRE & SAFETY NOTES:
1. CONSTRUCTION TYPE: II-B (COMMERCIAL)
2. PROPOSED BUILDING TO BE SPRINKLED.
3. CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES
DURING CONSTRUCTION.
4. BUILDING INFORMATION SIGNS MUST BE PROVIDED IN ACCORDANCE WITH THE "2018 NC FIRE CODE APPENDIX
J" REQUIREMENTS.
5.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.
6. ANY DRIVEWAY GATE TO BE SIREN ACTIVATED AND HAVE KNOX KEY OVERRIDE.
7.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS ON A 4.5 INCH STEAMER
IN COMPLIANCE WITH NHC FIRE SERVICE REQUIREMENTS.
8. NO OBSTRUCTIONS WITHIN 36" AROUND A FIRE HYDRANT, INCLUDING BUT NOT LIMITED TO, STREET
SIGNS, LANDSCAPING AND UTILITY POLES AND BOXES.
9. NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE
JOB SITE.
10. FIRE APPARATUS ACCESS ROADS SHALL PROVIDE A CLEAR VERTICAL CLEARANCE OF 14 FEET INCLUDING TREES,
CANOPIES, BRIDGES, ETC.
11. DURING CONSTRUCTION, PREMISES IDENTIFICATION IS REQUIRED, AND MAY BE TEMPORARY IN NATURE
PROVIDED IT IS LEGIBLE AND WEATHER RESISTANT.
12. PREMISES IDENTIFICATION IS REQUIRED. ADDRESS NUMBERS ARE REQUIRED ON THE STREET SIDE. NUMBERS
6+$//127%(/(667+$1,1&+(67$//$1'ô,1&+(6:,'(0867%(:($7+(55(6,67$17$1'&2175$67
IN COLOR AGAINST THEIR BACKGROUND.
PROPERTY LINE
RIGHT OF WAY
EXISTING EDGE OF PAVEMENT
EASEMENT
PROPOSED WATERLINE
PROPOSED FIRE LINE
PROPOSED SANITARY SEWER LINE
RUNOFF DIRECTION
SPOT ELEVATION
PARKING LOT LANDSCAPING
STREETYARD LANDSCAPING
FOUNDATION PLANTINGS
LEGEND
25.5
60'30'15'30'0'
Scale: 1"=30'
UTILITY NOTES:
1. EXISTING WATER AND 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. PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL
ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR
"FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.
5. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA
WILL NEED TO BE ON THE LIST OF APPROVED DEVICES BY
USCFCCCHR OR ASSE.
6. 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.
7. 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.
8. SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL
SEWER GUARDS REQUIRED AT MANHOLES LOCATED IN TRAFFIC
AREAS.
9. SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT
RIGHT-OF-WAY LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO
BE PERPENDICULAR OR MUST ORIGINATE IN MANHOLE AND
TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE
CONSTRUCTED OF CLASS 50 D.I.P. WITH PROTECTO 401 CERAMIC
EPOXY LINING.
11. MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE
FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS.
12. NO FLEXIBLE COUPLINGS SHALL BE USED.
13. ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14. 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.
15. 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.
16. 3' SEPARATION BETWEEN JOINTS, FITTINGS, SERVICE SADDLES AND
WYES ARE REQUIRED FOR SS AND WATER TAPS.
17. ANY EXISTING SEWER AND WATER SERVICES NOT BEING UTILIZED
ARE TO BE ABANDONED TO THE MAIN PER CFPUA STANDARDS.
18. SOLID WASTE DISPOSAL IS BY PRIVATE DUMPSTER SERVICE.
C-3
4
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REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
VICINITY MAP (NOT TO SCALE):
2024-007
CLIENT INFORMATION:
Reagan, LLC
303 Fox Lake Dr.
Clinton, NC 28328
OF 7
JAE
CDC
CDC
24x36
8/29/2024
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CASTLE AVE.
SITE CA
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CASTLE AVE.
SITE
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HOLLY SHELTER R
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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" POSTS
FOOTINGS
CONCRETE
2"X6" CAP
PAVEMENT
ASPHALT
10'
4"X4" POSTS
DUMPSTER PAD & ENCLOSURE DETAIL
ELEVATIONS
PLAN
NTS
PROPOSED DRIVEWAY GRADE
2% MIN SLOPE
6' MIN FROM EX. EOP
TYPICAL DRIVEWAY GRADING SECTION
NTS
(;52$'6/23(
NTS
2" SF9.5A
8" ABC
PAVEMENT SECTION
COMPACTED
SUBGRADE1-1/2"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.
FINISHEDGRADE
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
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
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FILTER FABRIC
4"
8"6"
ANCHOR
FABRIC
SKIRT AS
DIRECTED
BY
ENGINEER
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
NTS
PUB
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COARSE AGGREGATE
2" - 3"
6" MIN.REQ
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GEO FABRIC LINER
CONSTRUCTION ENTRANCE TO BE 12' OR ENTIRE WIDTH OF
NOTE:
ENTRANCE. WHICHEVER IS GREATER.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
4' MAX.
NCDOT #5 OR # 57
WASHED STONE
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.
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M.
4"8"
x x x x
x ASPHALT
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
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.
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