SW6210901_Plansheet - Proposed Conditions/Site Plan_20210908

GENERAL NOTES
1, THE CONTRACTOR SHALL EMPLOYALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING LIGHTS, FLAGMEN, ETC. FOR MAINTENANCE AND PROTECTION OF
TRAFFIC AS REQUIRED BY CITY OF RAEFORD AND THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION. REFER TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD), LATEST EDITION, FOR DETAILS OF TRAFFIC CONTROL STANDARDS AND DEVICES.
2. THE CONTRACTOR SHALL PROTECT.ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION.
3. APPROVAL OF THESE PLANS IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS.
4„ COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR,
5, NON-STANDARD ITEMS (I.E. PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION,
6. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURBS OR EDGE OF PAVING UNLESS OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO
THE OUTSIDE FACE OF THE STRUCTURE,
7. EXISTING SITE CONDITIONS, GRADES, CONTOURS, UTILITIES AND OTHER EXISTING FEATURES FROM A SURVEY PREPARED BY MkILL SURVEYING
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "STANDARD DETAILS AND
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AND APPLICABLE CITY OF RAEFORD CODES AND ORDINANCES, THE CONTRACTOR SHALL MAINTAIN A
CURRENT EDITION OF THE STATE AND LOCAL CODES, ORDINANCES, STANDARD SPECIFICATION AND STANDARD DETAILS ON THE PROJECT SITE FOR REFERENCE
DURING CONSTRUCTION OF THE PROJECT.
9, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD
DIMENSIONS AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND ACTUAL FIELD CONDITIONS THE OWNER OR OWNER'S REPRESENTATIVE
IMMEDIATELY. CONTRACTOR SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING WITH WORK,
10. THE CONTRACTOR SHALL PROVIDE SMOOTH TRANSITIONS FROM PROPOSED FEATURES TO EXISTING FEATURES AS NECESSARY,
11, THE CONTRACTOR SHALL SEAL THE EDGE OF EXISTING ASPHALT PAVEMENT WITH TACK COAT IN ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS WHERE NEW PAVEMENT JOINS EXISTING PAVEMENT.
12. THE CONTRACTOR SHALL REPAIR, RESURFACE, RECONSTRUCT OR REFURBISH ANY AREAS DAMAGED DURING CONSTRUCTION BY THE CONTRACTOR, HIS
SUBCONTRACTORS OR SUPPLIERS AT NO ADDITIONAL COST TO THE OWNER.
13, ALL PAVEMENT JOINT$ SHALL BE SAWCUT PRIOR TO PAVING TO PROVIDE DURABLE AND UNIFORM JOINT.
14. CONTRACTOR SHALL REFER IO ARCHITECTURAL PLANS FOR EXACT LOCAT€ONSAND DIMENSIONS OF TRUCK DOCKS, EXIT DOORS, SIDEWALKS, PRECISE BUILDING
DIMENSIONS, AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS.
15. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SICNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS OTHERWISE
SPECIFIED. PAVEMENT MARKINGS IN OR LEADING TO PUBLIC RIGHT OF WAY ARE TO BE MADE WITH THERMOPLASTIC WITH REFLECTIVE GLASS BEADS, ALL
REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON
GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
16. CONTRACTOR SHALL INSTALL ACCESSIBLE RAMPS PER LOCAL MUNICIPALITY AND ADA STANDARDS AT ALL DRIVE AND BUILDING LOCATIONS AS REQUIRED.
17, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION, AT LEAST 48 HOURS PRIOR TO ANY
DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY THE CITY OF RAEFORD PUBLIC UTILITIES DEPARTMENTS FOR PROPER
IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE.
18. PROOF ROLL BUILDING AND ALL PARKING AREAS, NOTIFY OWNER OF ANY UNACCEPTABLE AREAS.
19, THE CONTRACTOR SHALL PROVIDE AS -BUILT RECORDS OF ALL CONSTRUCTION (INCLUDING UNDERGROUND UTILITIES AND STORM DRAINAGE) TO OWNER PRIOR TO
COMPLETION OF CONSTRUCTION.
TRAFFIC CONTROL NOTES
THE DISTRICT OFFICE OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO CONSTRUCTION.
TRAFFIC MUST BE MAINTAINED AT ALL TIMES AND TRAFFIC CONTROL MUST COMPLY WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND WITH THE
CURRENT EDITION OF THE NCDOT STANDARDS AND SPECIFICATIONS.
ALL LANE$ OF TRAFFIC ARE TO BE OPEN DURING THE HOURS OF 6:00 AM TO 9:00 AM AND FROM 4:00 PM TO 6:00 PM. A MINIMUM OF ONE 12-FOOT LANE SHALL BE
MAINTAINED AT ALL TIMES.
ALL ROADWAY SIGNS WHICH ARE TO BE REMOVED DURING CONSTRUCTION ARE TO BE REINSTALLED AS SOON AS POSSIBLE,
DURING NON -WORKING HOURS, EQUIPMENT IS TO BE PARKED AS CLOSE TO THE RIGHT OF WAY LINE AS POSSIBLE AND BE PROPERLY BARRICADED IN ORDER TO
PREVENTANY EQUIPMENT OBSTRUCTION WITHIN THE TRAVEL LANE.
ALL CONTRACTORS DOING WORK WITHIN STATE RIGHT OF WAY ARE TO HAVE A COPY OF THESE PLANS ON THE JOB SITE.
WHEN PERSONNELANDIOR EQUIPMENT ARE WITHIN 5' OF AN OPEN TRAVEL LANE, THE CONTRACTOR SHALL CLOSE THE OPEN TRAVEL LANE ADJACENT TO THE WORK
AREA USING APPROPRIATE TRAFFIC CONTROL MEANS AND METHODS UNLESS WORK IN THAT AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
THE CONTRACTOR SHALL NOT WORK SIMULTANEOUSLY ON BOTH SIDES OF AN OPEN TRAVEL WAY WITHIN THE SAME LOCATION ON A TWO-LANE, TWO-WAY ROAD.
THE MAXIMUM LENGTH OF A LANE CLOSURE ON THE PROJECT SHALL BE ONE MILE, MEASURED FROM THE BEGINNING OF THE MERGE TAPER TO THE END OF THE LANE
CLOSURE,
THE CONTRACTOR SHALL BACKFILL AT 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS
A DROP-OFF OF MORE THAN 3".
WHEN BACKFILL IS REQUIRED, IT SHALL BE AT NO EXPENSE TO THE OWNER.
THE MAXIMUM DIFFERENCE IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC SHALL BE 2",
WHEN LANE CLOSURES ARE NOT IN EFFECT, CHANNELIZING DEVICES IN WORK AREAS SHALL BE SPACED NO GREATER THAN TWICE THE POSTED SPEED LIMIT, EXCEPT
1 TON -CENTER IN RADII, AND SHALL BE SET 3' OFF THE EDGE OF AN OPEN TRAVELWAY,
DURING INSTALLATION, PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC, BE INSTALLED TO ENSURE PUBLIC SAFETY IN ACCORDANCE WITH THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS
ALL DISTURBED AREAS ARE TO BE FULLY RESTORED TO NCDOT MINIMUM ROADWAY STANDARDS.
MATERIALS AND WORKMASHIP SHALL CONFORM TO THE NCDOT ROADWAY STANDARDS AND SPECIFICATIONS (LATEST EDITION).
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�ONDUITS FOR AUTOMATIC
LICENSE PLATE READING
EQUIPMENT TO BE PROVIDED
AT ENTRANCE
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DEVELOPMENT DATA
ZONE: R•8
USE: SINGLE FAMILY RESIDENTIAL
PIN # 6942-5170-1029
DEEDIPAGE: 9471697
-
WATERSHED: NONE
FLOODHAZARD ZONE: NONE
OVERALL SITE AREA:
759,165 SF (11,43 AC)
TURNPIKE ROAD RIW DEDICATION:
29,416 SF (0.68 AC)
NET OVERALL SITE AREA:
729,749 SF (1675 AC)
NUMBER OF PROPOSED LOTS:
58
DENSITY:
3.46 LOTS/ACRE
R-8 ZONING DIMENSIONAL REQUIREMENTS
MINIMUM LOT AREA:
8,000 SF
MAXIMUM HEIGHT:
35 FT
MINIMUM LOT WIDTH:
60 FT
MINIMUM LOT DEPTH:
100 FT
MINIMUM FRONTICORNER SETBACK:
25 FT
MINIMUM INTERIOR SIDE SETBACK:
10 FT
MINIMUM REAR SETBACK:
20 FT
MAXIMUM LOT COVERAGE:
25%
MAXIMUM IMPERVIOUS SURFACE:
WA
W (2) FEETAND EIGHT (8) FEET IN HEIGHTABOVE THE CURB LINE ELEVATION OR
SETBACK
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CONDUITS FORAUTOMATIC
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EQUIPMENT TO BE PROVIDED
ATENTRANCE
GRAPHIC SCALE
60 0 30 60 120
I INCH = 60 FEET
50' RIW
30' PVM'T
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4' j 2,5' 2'j 13, 13' 2' 2.5' 4'
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CURB SECTION
PAVEMENT TREATMENT:
2" SF9.5A WI 9" STBC BASE
TYPICAL SECTION FOR 30' PAVEMENT
(ASPHALT RAISED CUR)
NTS
EXTRUDED ASPHALT
CURB SECTION
240
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CONSULTANT:
TRIANGLE SITE DESIGN, PLLC
4004 BARRETT DR, STE 101
RALEIGH, INC 27609
[phone]
LICENSE #P-0619
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EVELOPER:
Spout Springs Holdings, LLC
Attn, Allen Jordan
275 South Bennett Street
Southern Pines, NC 28387
[phone]
[e-mail]
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concepts and designs presented
herein, as an instrument of services, is
intended only for the specific purpose
and client for which it was prepared,
Reuse of and improper reliance on this
document without written authorization
and adaptation by Triangle Site Design,
PLLC shall be without liability to
Triangle Site Design, PLLC.
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Drawn
Checked
Approved
Project No. D02003
Original Submittal Date: August 23, 2021
Tito
SITE PLAN
Sheet No.
1'0