HomeMy WebLinkAbout24105 HooksArrows Civil_v1NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED
EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
REVISION NO.
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OGW O O D LD,
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5872-P .CIL C
N
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24105.DLD
8/16/24
JBS
C0
1 5
SHEET:
SURVEYOR
SITE AND LANDSCAPING PLAN
SHEET DESCRIPTIONINDEX
CIVIL SHEET LIST
CS-100
1
2
3
PG.
C0 COVER SHEET
5 SITE AND UTILITY DETAILSCD-100
AUGUST 2024
NEW HANOVER COUNTY, NC
DESIGN DRAWINGS
HOOKS AND ARROWS SPORTSMAN SUPPLY
Know what's below.before you dig.Call
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COVER
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MICHAEL UNDERWOOD and ASSOCIATES, PA
WILMINGTON, NC 28403
FIRM LICENSE # C-6019
PHONE: 910-815-0650
102 CINEMA DRIVE, SUITE
E-MAIL: mua-office@mua-pa.com
GRADING, DRAINAGE, AND UTILITY PLANCG-100
PRELIMINARYPLAN
NHC - TRC
AUTHORITIES HAVING JURISDICTION
NEW HANOVER COUNTY PLANNING AND ZONING 910-798-5151NEW HANOVER COUNTY ENGINEERING 910-798-7139AQUA NC DEVELOPMENT 919-653-6967
DUKE ENERGY DEVELOPER CUSTOMER 1-800-452-2777AT&T ENGINEERING 910-341-7664SPECTRUM ENGINEERING 910-763-4638
(No Scale)
Vicinity and Soils Map
N
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BRIDGE TO
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BEACH
CAPESIDE DR
GREEN VALLEY DR
ANCHORVIEW DR
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OCRACOKE
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SALTSPRAY LN
SOUNDSIDE DR
Lynn Haven
Fine Sands
NTS
GENERAL CONTRACTOR
OWNER
Hooks and Arrows Sportsman Supply, LLC
100 8th StreetCarolina Beach, NC 28428Dana and Jerry Vess
TIMELESS PROPERTIES CONSTRUCTION
2940 Orville Wright Way, Suite 600
Wilmington, NC 28405p: (910) 769-0308Info@timelesspropertiescc.com
4 UTILITY DETAILSCU-101
Signalized
Intersection
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Beach
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2-Stor
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William E.
Freeman
D.B. 6565-1678
Zoning: R-15
Land Use: Vacant
River
Road
20' Set
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William E.
Freeman
D.B. 6565-1678
Zoning: R-15
Land Use: Vacant
n/f
Eric Cory &
Annamarie
D.B. 5190-323
Zoning: R-15
Land Use: Vacant
Atwood
n/f
SOCAL, LLC
D.B. 6585-972
Zoning: (CZD) CB
Land Use: Commercial
n/f
SOCAL, LLC
D.B. 6585-972
Zoning: (CZD) CB
Land Use: Commercial
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SOCAL, LLC
D.B. 6585-972
Zoning: (CZD) CB
Land Use: Commercial
OHP
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INV 8.36
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TRAFFIC SIGNAL
VAULT
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INV 7.97
SURVEYOR COULD
NOT LOCATE END
OF PIPE
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50'
25'
14.0'
ONE
WAY
22'
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R15'
R20'
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8.0'9.0'
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7' FROM R/W
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
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OGW O O D LD,
P
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205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL C
N
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
CS100
2 4
SITE, UTILITY,AND PLANTINGPLAN
1" = 20'
(No Scale)
Vicinity and Soils Map
3. Current Zoning District: R-15
2. Tract Area: 11,025 s.f.± (0.25 ac.)
1. New Hanover County Parcel No.:
General Notes:
4. Comprehensive Plan Classification:
Development Notes:
the New Hanover County Zoning Ordinance.
1. All development shall be in accordance with
Hanover County regulations.
2. Project shall comply with all Federal, State & New
N
E
S
W
Community Mixed-Use
313110.36.8275
Development Data:
[PID R8514-004-008-000]
Total Building Area - 1,250 s.f.±
Retail and Private Office Parking - (@ 2.5 spaces / 1000 s.f. GFA)
** Spaces Prov'd. = 5 **
PROPOSED IMPERVIOUS AREA:
Total - 6,420 s.f.± (58.2%)
Max. Proposed New Building Height - 2-story / 25'
Proposed District - (CZD) CB
Rooftop -1,350 s.f.±
Walks -
4,750 s.f.±
2. This property is not impacted by any AEC.
3. There is no evidence of Conservation Overlay
resources.
4. This site is not impacted by any recognized
historic or archeological significance.
5. No cemeteries were evidenced on the site.
6. Existing trees are non-"significant" Pines.
No "Specimen" trees were identified.
7. There is no evidence of jurisdictional wetlands.
8. There is no evidence of endangered species or
habitat issues on the site.
Site Inventory Notes:
9. This tract is not impacted by any Special Flood Hazard
10. The site runoff will flow into the roadside ditches of
1. Soils: lY (Lynn Haven fine sand)
A detailed tree survey will be provided
during detailed design & permitting.
Area as evidenced on FEMA Map 3720313100K,
dated August 28, 2018.
S. Seabreeze Road, into the ICW watershed.
Utility Notes:
1. Water & sanitary sewer service will be provided by
AQUA utilities.
gas & telephone shall be installed underground.
2. All utility services, such as electric power, CATV,
Parking Area -
320 s.f.±
Site
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GREEN VALLEY DR
ANCHORVIEW DR
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SOUNDSIDE DR
Proposed Land Use: General Retail Sales
Lynn Haven
Fine Sands
Building - 1800 GFA / 1000 s.f. GFA = 1.8 Req'd
PRELIMINARYPLAN
1
1
SITE KEYNOTES:
6" HEADER CURB (TYPICAL - SEE DETAIL)
2
CONCRETE SIDEWALK (TYPICAL - SEE DETAIL)
3
4
TYPE 2 CURB RAMP (TYPICAL - SEE DETAIL)
6
7
8
9
10
11
PRIVATE LIFT STATION (SEE UTILITY PLANS)
ASPHALT PARKING PAVEMENT (TYPICAL - SEE DETAIL)
4" CONCRETE TURNDOWN WALK (TYPICAL - SEE DETAIL)
ACCESSIBLE SPACE WITH SIGN (TYPICAL - SEE DETAIL)
6-FT SHADOWBOX WOOD FENCE
BIKE RACK (5-SPACE, TYPICAL)
5
WATER SERVICE (SEE UTILITY PLANS)
EXISTING FIRE HYDRANT (360-FT HOSE PULL LENGTH TO BUILDING)
1
2
4
5
67
8
8
9
10
11
12 10'x70' NCDOT SITE TRIANGLES
12
12
12
LANDSCAPE SCHEDULE
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INV 8.36
TRAFFIC SIGNAL
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PP
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INV 7.97
SURVEYOR COULD
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INV 8.36
TRAFFIC SIGNAL
SUPPORT POLE
TRAFFIC SIGNAL
VAULT
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INV 7.97
SURVEYOR COULD
NOT LOCATE END
OF PIPE
11
11
9
10
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ONE
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(EP11.61)
(EP11.30)
(EP11.35)
(EP11.48)
(EP11.66)(EP11.64)
(EP11.10)
(EP11.09)
(EP11.13)
(EP10.99)
(EP11.65)
FFE: 1
2
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6
0
(EP10.96)
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(EP11.13)
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(EG11.45)
PG12.08
EP12.44
TC12.30EP11.80
TC12.44EP11.94
TC12.44
EP11.94
TC12.20
EP11.70
(EG10.98)
(EG9.74)
PG10.25
(EX. 18"INV 7.97)
PG8.50
15"PPES
INV 10.00
15"PPES
INV 10.00
EP11.35
EP11.35
EP11.60
PG10.55
PG10.55
EP11.50
EP11.75
TC12.40
EP11.90
15"RCP
INV 9.50
PG10.15
EP12.30
EP12.30
15"RCP
INV 9.50
TC12.30
EP11.80
TC12.60EP12.10
FM
FM
10' FROM R/W
7' FROM R/W
CURB TRANSITION
CURB TRANSITION
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
80
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205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL C
N
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
CG100
3 5
GRADING,DRAINAGE &UTILITY PLAN
1" = 20'
3. Current Zoning District: R-15
2. Tract Area: 11,025 s.f.± (0.25 ac.)
1. New Hanover County Parcel No.:
General Notes:
4. Comprehensive Plan Classification:Community Mixed-Use
313110.36.8275[PID R8514-004-008-000]
Proposed District - (CZD) CB
PRIVATE ZOELLER SIMPLEX
922 PUMP STATION PACKAGE(SEE SPECS)
SWALE #3
(SEE DETAILS)
SWALE #1
(SEE DETAILS)
SWALE #2
(SEE DETAILS)
EX. 18" CULVERT FIELD VERIFYWATER AND
SEWER TAPS
CONNECTION FOR CTS TUBING
W/MUELLER 110 COMPRESSION
2" IPT MUELLER 300 BALL
CURB VALVE B-25122, OR EQUAL
2" SINKING BALL CHECK VALVE
PART NO. 2142, AS MANUFACTURED
BY FLOWMATIC, OR EQUAL WITH MUELLER
FEMALE IPS x IPS, MODEL 208
W/ LEVER ACTUATOR
TRACER WIRE, TYP
RIGHT OFWAY/PROPERTY
LINE/EASEMENT LINE
CONTRACTOR TO INSTALL A
18"x30" RECTANGULAR CASTIRON VALVE BOX ASPHALT
COATED MODEL NO. MBX-5A
AS MANUFACTURED BYFASTECH, OR EQUAL
2" X 2" COUPLING (COMMERCIAL)
110 COMPRESSION CONNECTION FOR CTS
SHUT-OFF VALVE -
XX" SDR9 CTS FORCEMAIN SERVICETO PUMP STATION
XXX" PVC FORCEMAIN
FORCEMAIN SERVICE VALVE BOX
3
1
NOTES:
1.VEGETATE SWALES ACCORDING TO SEEDING SCHEDULEIMMEDIATELY UPON COMPLETION.
2.LINER SHALL BE EXCELSIOR MATTING OR COIR FIBERMATTING.
VEGETATE ENTIRE SWALE
1 FT
SEE
TABLE
BELOW
5
1
VEGETATED SWALE (TEMP. DIVERSION DITCH)
NOT TO SCALE
PRELIMINARYPLAN
NHC - TRC
ZOELLER 922 PRE-PACKAGE PUMP BASIN
FM SERVICE BOX
(SEE DETAILS)
WM METER & RPZ
(SEE DETAILS)
40LF 15" RCP CULVERT WITH PPES
65LF 15" RCP CULVERT WITH PPES
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
80
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205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL C
N
CU101
4 5
UTILITYDETAILS
NTS
PRELIMINARYPLAN
NHC - TRC
INSULATED ENCLOSURE -
"HOT ROK" OR SIMILAR
(EXTERIOR INSTALLATIONS ONLY)
DRAINAGEPROVIDE POSITIVEDRAINAGEPROVIDE POSITIVE
FLOW FLOW
#2 SHUT-OFF
VALVE
#1 SHUT-OFF
VALVE
180
°
F
M
A
X
175
P
S
I
M
A
X
CON
B
R
A
C
O
RPZ
TEST COCK #3
TEST COCK #4
TEST COCK #2
TEST COCK #1
AIR GAP DEVICE 12" MIN
AIR GAP
NOTES:
1.THE BACKFLOW PREVENTION DEVICE MUST BE INSTALLED IN AN ACCESSIBLE
LOCATION TO FACILITATE PERIODIC FIELD TESTING AND MAINTENANCE.
2.THE LOCATION SELECTED SHOULD HAVE ADEQUATE DRAINAGE FOR RELIEFVALVE DISCHARGE. DRAINAGE MAY BE PIPED AWAY, PROVIDING AN APPROVED
AIR GAP DEVICE IS USED. THE DEVICE SHALL NOT BE PLACED WHERE IT MAY
BECOME SUBMERGED IN STANDING WATER.
3.INSTALL THE DEVICE IN A HORIZONTAL POSITION WITH ADEQUATE CLEARANCEFROM WALLS AND/OR OBSTRUCTIONS, FOR TESTING AND MAINTENANCE. A 12" TO
30" CLEARANCE BETWEEN THE LOWER MOST PORTION OF THE DEVICE AND
FLOOD GRADE OR FLOOR SHALL BE PROVIDED.
4.A "Y" STRAINER MAY BE INSTALLED JUST UPSTREAM OF THE BACKFLOWPREVENTION ASSEMBLY TO ELIMINATE ANY DEBRIS FROM ENTERING THE DEVICE
AND FOULING THE CHECK AND/OR RELIEF VALVE.
5.NO UNDERGROUND INSTALLATIONS ALLOWED.
PROVIDE ADEQUATE HEIGHT OF
ENCLOSURE TO ENSURE A 12"
HEIGHT FROM RPZ TO EXISTING
GROUND DRAINAGE POINT
STANDARD BACKFLOW PREVENTION
DEVICE DETAIL
CENTERLINE OF WATERLINE
CORP. STOP
1" CTS POLY TUBING
BLOCK SUPPORT OR
1) CONTRACTOR SHALL PLACE METER BOX IN NON-TRAFFIC AREA
NOTE:
18" INSIDE ROW
3'
M
I
N
I
M
U
M
CE
N
T
E
R
L
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O
F
R
O
A
D
STONE AS NEEDED
SERVICE SADDLE
200 PSI SDR 9 SERVICE LINE
WATER MAIN
CRUSHED STONE
1"x1" COMPRESSION WYE
AS NEEDED (SEE WYE
SERVICE LINE CONNECTION
BY OTHERS
PLAN VIEW)
2) METERS SHALL BE SET BY AQUA UNLESS OTHERWISE SPECIFIED.
3) METER BOXES SHALL BE CAST IRON WITH DUAL CHECK VALVES.
CURB STOP,TYP
3/4" STANDARD WATER TAP INSTALLATION
CAST IRON METER BOX
WITH DUAL CHECKVALVE
R/
W
L
I
N
E
WATER METER-SENSUS AMR/AMI, PER SPECS, ORAPPROVED BY UTILITY
3'
S
T
A
N
D
A
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D
2'
-
6
"
M
I
N
I
M
U
M
EXPANSION CONNECTIONS, TYP
DUAL CHECK VALVE
ASSEMBLY, TYP
OUTLET BALL
VALVES WITH MIP
THREADS, TYP
WA
T
E
R
M
A
I
N
DOUBLE METER BOX
CORPORATION STOP
1" CTS (HDPE)
SDR 9 200 PSI
(TYP.)
1" CTS, TYP
SERVICE SADDLE
OR TEE
CONNECTION BETWEEN 1" CTS SERVICE LINE AND
YOKE BOX TO BE MADE USING A 1" BRASS UNION.
NOTES:
1.
INLET BALL VALVES, TYP
1" CTS, TYP
ACCEPTABLE DOUBLE METER BOXES
FORD DG 118-243
*OR APPROVED EQUAL-MUST
ACCOMMODATE SENSUS METER
1" x 1"
COMPRESSION
WYE
1" SERVICE LINE FOR
34" AND 1" METERS
**NOTE:
BACKFLOW PROTECTION DEVICE ISREQUIRED ON ALL IRRIGATION WATERMETERS AND ON ALL
COMMERCIAL/INDUSTRIAL WATER METERS
STANDARD WATER-IRRIGATION SPLIT DETAIL
REVISION NO.
PROJ. NO.24105.DLD
OF:
SHEET:
DATE:
SCALE:
DRAWN BY:
8.24.24
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205 Sierra DriveWilmington, NC 28409(910) 264-1071
5872-P .CIL C
N
CD100
5 5
CIVILDETAILS
NTS
PRELIMINARYPLAN
NHC - TRC
CURB END TAPER DETAIL
NOT TO SCALE
MIN. 2.5'
ELEVATION VIEW
PLAN VIEW
2.5'
CONCRETE
CURBING
NOTES:
1. CURB TO BE CONSTRUCTED IN 10 FT. LENGTHS.
2. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS NOT TO EXCEED 50FEET, AT THE ENDS, AND MID-POINT OF RETURNS AND AT ANY OTHER POINTWHERE NEW CURB ABUTS OTHER CONCRETE SURFACES.
STAND-UP CURB DETAIL
NOT TO SCALE
6"
12
"
6"x18"STANDUP CURB
FINISH GRADE 1" BELOWCURB
COMPACTED SUBGRADE
TAPER DOWN SIDEWALK
1:12 MAX SLOPE (TYP)
WALK 5.
0
'
M
I
N
.
5' MIN.
ISOMETRIC
FLUSH WITH PARKING LOT SURFACE
2%
M
A
X
.
SL
O
P
E
DETECTABLE WARNING PADSBEFORE VEHICULAR TRAVEL ACCESS
1:12 MAX SLOPE (TYP)
RAISED SIDEWALK OR TAPERED UP TO EXISTINGHARDSCAPE/SIDEWALK
CURB RAMP DETAIL (TYPE 2)
NOT TO SCALE
PAINT MARKINGSPER ADA GUIDELINES.
PAINT MARKINGSPER ADA GUIDELINES.
OPTIONAL WHEEL STOPS.
NOTE: PAVEMENT SECTION SHALL BE VERIFIED WITHGEOTECHNICAL ENGINEER OTHERWISE SECTION IS
TYPICAL FOR RESIDENTIAL STREETS IN THE AREA,
BUT ANY PAVEMENT FAILURES MUST BE AT THEOWNER'S EXPENSE.
GENERAL CIVIL-SITE NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL
PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS
ISSUED.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL
HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
THE PROJECT. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN
EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE
HOLDER OF SAID EASEMENT AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.
CONTRACTOR SHALL EMPLOY PROFESSIONAL SURVEYOR
TO PERFORM LOCATION OF EASEMENTS AS NEEDED.
5. CIVIL SITE PLANS DO NOT REPRESENT ACCURACY OR PIPE
PENETRATION LOCATIONS OF ALL STRUCTURES.
CONTRACTOR AND OWNER SHALL REFER TO
ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
GENERAL CONTRACT NOTES:
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATIONOF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALLEXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTORSHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY
PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO
LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO
AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM
ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF
UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER
OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND
INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH
REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
3.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE
MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE
CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK,
SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE
PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO
INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN
THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES" BY THE USDOT.
4.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL
BE REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF
ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE
BEGINNING CONSTRUCTION.
5.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT
TO DISTORTION.
6.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO
DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE
WITHOUT THE PERMISSION OF THE OWNER, ENGINEER
AND/OR ARCHITECT COUNTY.
7.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL
UNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES
ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE
ONLY APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FORANY DAMAGE TO UNDERGROUND STRUCTURES. THE CONTRACTOR ISRESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES. C A LL NC-811.
8.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
9.THE ENGINEER DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANS ANDMETHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL EARTHWORK NOTES:
1. THE CONTRACTOR IS REQUIRED TO STRIP TOPSOIL AND
ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILLOPERATIONS TO PROVIDE A COMPACTED CONTROLLED
PAVEMENT SUBGRADE, AND BUILDING PAD IN
ACCORDANCE WITH THE SUBSURFACE GEOTECHNICALEXPLORATION AND TECHNICAL SPECIFICATIONS.
2.THE CIVIL ENGINEER CAN RECOMMEND A TYPICAL
PAVEMENT SECTION
UPON REQUEST, BUT THE RESPONSIBILITY OF PAVEMENT
TESTING AND SECTION SHALL BE IN ACCORDANCE WITH
FIELD CONDITIONS AND GEOTECHNICAL SPECIFICATIONS.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL
HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH
THE PROJECT. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
3.ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN
EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE
HOLDER OF SAID EASEMENT AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH
OR REFERENCED IN THE RECORDED EASEMENT.
CONTRACTOR SHALL EMPLOY PROFESSIONAL SURVEYOR
TO PERFORM LOCATION OF EASEMENTS AS NEEDED.
5. CIVIL SITE PLANS DO NOT REPRESENT ACCURACY OR PIPE
PENETRATION LOCATIONS OF ALL STRUCTURES.
CONTRACTOR AND OWNER SHALL REFER TO
ARCHITECTURAL DRAWINGS FOR ALL BUILDING
DIMENSIONS AND DETAILS.
6" - AGGREGATE BASE COURSECOMPACTED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT
COMPACTED SUBGRADE IN
ACCORDANCE WITH THE
GEOTECHNICAL REPORT
2.0" - SF9.5C SURFACE IN ACCORDANCE WITHNCDOT SPECIFICATIONS
ASPHALT PAVEMENT SECTION
NOT TO SCALE
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT EXCEED 2.0% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND
IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING
SHOWN ON THE SITE LAYOUT PLAN.
3. CONTRACTOR SHALL USE 4" WIDE WHITE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
4. CONTRACTOR SHALL USE 4" WIDE YELLOW PAINT FOR
STRIPING ON CONCRETE PARKING LOTS.
8'8'
SIGN
PARKING ACCESSIBLE SPACE
DIMENSIONS AND STRIPING DETAILS
NOT TO SCALE
HANDICAP SIGN DETAIL
NOTES:
2.
1.
POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.
METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
8.
7.
6.
SPACING BETWEEN LINES.
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERS
BY 3M COMPANY.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
TRANSPARENT FILE #639.
SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"
4.
3.
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
COMPRESSIVE STRENGTH OF 3000 PSI.
CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
9.MOUNT ON BUILDING OR METAL POST AS DIRECTED.
NOT TO SCALE
12"
PARKING
RESERVED
$ 250
MAXIMUM
PENALTY
7'
PAVEMENT/GRASS
$ 250
PENALTY
MAXIMUM
9"
9"
2"
R7-8D
12"x9"
6"
18"
MUTCD
12"x18"
R7-8
R7-8a9"VAN
PARKING
RESERVED
ACCESSIBLE
18"
2"
12"x6"
12"
4" PAINTED LINE (TYP.)
8" DIAM.
1'-
4
"
10
"
1'-
1
0
"
8"
1'-2"
14"R
GENERAL NOTES:
1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.2.ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS.3.A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID STRUCTURES.4.IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS.5.CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
3600 P.S.I.
CONCRETE
COMPACTEDSUBGRADE
CONCRETE SIDEWALK SECTION
NOT TO SCALE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK DETAIL
GROOVE JOINT(5' MAX. O.C.)1/8" RADIUS
1/8"
3600 P.S.I.
CONCRETE
GROOVE JOINT(5' MAX. O.C.)1/8" RADIUS
1/8"
3"
COMPACTEDSUBGRADE
NOTE: PAVEMENT SECTION SHALL BE VERIFIED WITH
GEOTECHNICAL ENGINEER OR NCDOT DRIVEWAYINSPECTORS.
8" - AGGREGATE BASE COURSE
COMPACTED IN ACCORDANCE WITH THEGEOTECHNICAL REPORT
COMPACTED SUBGRADE INACCORDANCE WITH THE
GEOTECHNICAL REPORT
2.0" - SF9.5C SURFACE IN ACCORDANCE WITH
NCDOT SPECIFICATIONS
NCDOT ROW ASPHALT PAVEMENT SECTION
NOT TO SCALE
ASPHALTPAVEMENT