NCC230613_Site Plan or Location Map_20230308

:DGAR & SARAH SHORE
DB 1244, PG. 1130
TAX PIN: 6886-12-2730 J
ZONED: RS7 /r
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WATERSHED SITE DATA
6886-12-6750
A.
TOTAL SITE AREA
54,094 (SQ.FT.)
B.
PROPOSED DISTURBED AREA
54,094 (SQ.FT.)
C.
EXISTING IMPERVIOUS SURFACE AREA
32,533 (SQ.FT.)
D.
EXISTING IMPERVIOUS SURFACE AREA BUILT BEFORE 1993
32,456 (SQ.FT.)
E.
TOTAL REGULATED UNDEVELOPED SIT E AREA (A-D)
21,638 (SQ.FT.)
F.
TOTAL PROPOSED IMPERVIOUS SURFACE AREA
21,299 (SQ.FT.)
G.
REGULATED IMPERVIOUS SURFACE AREA (F-D)
-11�57 (SQ.FT.)
H.
PROPOSED IMPERVIOUS SURFACE AREA PERCENTAGE: (F/A)*
100 39.4 %
I.
REGULATED IMPERVIOUS SURFACE AREA PERCENTAGE (G/E)*100 0 %
J.
(IF RES19ENTIAL) UNITS PERAGRE
TYPICAL
PARKING DIMENSIONS
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PAMELA WOLFS et alp
DB 3225, PG. 4275
TAX PIN: 6886-12-3728
ZONED: RS7
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ALTON & TAMERA RU FELT
DB 2457, PG. 11 7
TAX PIN: 6886-12- 872
ZONED: RS7
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JOAN D'AMBROSIO
DB 2457, PG. 1098
TAX PIN: 6886-12-4805
ZONED: RS7
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NICK & CONNIE ANGEL "
DB 1509, PG. 6 6
TAX PIN: 6886 12- 2971
ZONED: RS7
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THE KORNER'S FOLLY FOUNDATION om TI G G
DB 2017, PG. 2410 W I o 1 L O o
TAX PIN: 6886-12-5601 1 o I xx I o
CURRENT ZONING: IP-C I D -26.0
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TWO-WAY PARKING I I � I � < N I I
GENERAL LAYOUT NOTES \ 1
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1. PARTIAL SURVEY COMPLETED BY ALLIED ASSOCIATES, P.A. DATED \ EA
R PAVEMENT FLUSH L \
4/19/2021. ADDITIONAL INFORMATION TAKEN FROM AVAILABLE TIJACK I x WITH SIDWALK
CITY/COUNTY PLANIMETRIC MAPS. \ I
2. ALL DEVELOPMENT SHALL CONFORM WITH THE KERNERSVILLE "UNIFIED
DEVELOPMENT ORDINANCE". \
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3. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, BACK OF CURB AND FACE
OF BUILDING, UNLESS OTHERWISE NOTED. VERIFY ALL BUILDING I I Imo 0 0�
DIMENSIONS WITH ARCHITECT PRIOR TO START OF CONSTRUCTION.
4. PUBLIC WATER AND SEWER SHALL BE INSTALLED IN ACCORDANCE WITH /
THE REQUIREMENTS OF THE CITY -COUNTY UTILITIES COMMISSION.
5. EXTERIOR LIGHTING ON THE PROPERTY SHALL BE DESIGNED TO THE KORNER'S FOLLY FOUNDATION
PREVENT SPILLOVER LIGHT ONTO ADJACENT PROPERTY. A LIGHTING DB 2062, PG. 2076 F/ CmI x
PLAN SHALL BE SUBMITTED TO THE TOWN ENGINEERING DEPARTMENT C x /
FOR APPROVAL. POLE LIGHTS WILL BE LEASED FROM DUKE -ENERGY, TAX PIN: 6886-12-3582
AND THE OWNER WILL SELECT FROM THE TRADITIONAL STYLES IN
CURRENT ZONING: IP-C
KEEPING WITH THE HISTORIC NATURE OF KORNER'S FOLLY. PARKING
LOT LIGHTING SHALL BE PEDESTRIAN SCALE AT 12-FEET IN HEIGHT OR
LESS WITH A DECORATIVE FIXTURE, HISTORICAL DESIGN. S/ 41
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GENERAL UTILITY NOTES N`L �` ��� xx �P y
1. ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF KERNERSVILLE "UNIFIED
DEVELOPMENT ORDINANCE" AND THE "DESIGN AND CONSTRUCTION SPECIFICATIONS." KEY NOTES
2. ALL WATERLINES SHALL BE INSTALLED WITH A MINIMUM OF 3-0" OF COVER, UNLESS O NEW STANDARD 2'-6" CURB AND GUTTER, NCDOT STANDARD 846.01 TO MATCH EXISTING. CURRENT
OTHERWISE NOTED ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE A
ROUTING OF THE WATERLINE ABOVE OR BELOW STORM DRAINAGE/SANITARY SEWER OVERLAY CONDITIONS COVER EXISTING GUTTER. INCLUDE MILLING/REMOVAL OF EXISTING ASPHALT INSTALL NEW GUTTER TO MATCH EXISTING ELEVATIONS AND OVERLAY WITH ASPHALT SURFACE COURSE
LINES TO MAINTAIN 18" MINIMUM VERTICAL SEPARATION AS WELL AS MINIMUM COVER AFTER CONCRETE HAS CURED. COORDINATE WITH DOT INSPECTOR.
REQUIREMENTS.
OB NEW NCDOT DRIVEWAY APRON BUILT TO RIGHT-OF-WAY. DRIVEWAY APRON BUILT TO RIGHT-OF-WAY.
3. MAINTAIN 18" MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AND 12" MINIMUM DRIVEWAY APRON SHALL BE CONSTRUCTED BY A BONDED AND LICENSED CONTRACTOR. PROVIDE 8" (MIN.)
VERTICAL SEPARATION BETWEEN UTILITIES AND STORM DRAINAGE PIPES. THICK CONCRETE APRON, (4,000 PSI MIN.) ON 6" COMPACTED ABC. INCLUDE ASPHALT OVERLAY TO MATCH
EXISTING PAVEMENT. COORDINATE WITH DOT INSPECTOR.
4. ALL PRIVATE WATER AND SEWER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE
WITH NORTH CAROLINA BUILDING CODE, LATEST EDITION. D NEW 4" (MIN.) THICK, 3,000 PSI CONCRETE SIDEWALK WITH BROOM FINISH. SIDEWALK SHALL BE TURNDOWN
STYLE ADJACENT TO PARKING/DRIVE AREAS.
5. ALL WORK SHALL BE PERFORMED/INSTALLED IN ACCORDANCE WITH THE D NEW HANDICAP RAMP IN ACCORDANCE WITH ADA ACCESSIBILITY GUIDELINES MIN. 6" THICK AT ALL
MANUFACTURER'S RECOMMENDATIONS. O (
INTERSECTIONS). HANDICAP RAMP SHALL HAVE DETECTABLE WARNINGS INSTALLED IN ACCORDANCE WITH
6. CONTRACTOR TO COORDINATE ALL UTILITY TIE-INS TO EXISTING WITH CITY -COUNTY ALL APPLICABLE REQUIREMENTS.
UTILITIES DIVISION.
O NEW STANDARD 2'-0" CURB AND GUTTER, NCDOT STANDARD 846.01.
7. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE TRANSITION TO MATCH EX. CURB ON THE STREET.
CONTRACTOR SHALL BE REQUIRED TO HIRE A THIRD PARTY UTILITY LOCATOR TO FIELD O NEW ASPHALT PAVEMENT. PROVIDE 2" S9.5C SURFACE COURSE ON 8" COMPACTED ABC BASE COURSE.
DESIGNATE UTILITY LOCATIONS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL BE MAY SUBSTITUTE 6" THICK 4,000 PSI CONCRETE ON 6" COMPACTED ABC. SUBMIT REINFORCEMENT AND
RESPONSIBLE FOR VERIFYING ALL PROPOSED UTILITY CROSSINGS. THE CONTRACTOR JOINT SPECIFICATIONS.
SHALL EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND
UTILITIES. NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT O NEW 4" WHITE PAVEMENT MARKING.
WOULD NECESSITATE A REVISION TO THE DESIGN.
D NEW R7-8, R7-8A AND R7-8D HANDICAP SIGNS WITH "VAN ACCESSIBLE" SIGN MOUNTED ABOVE AND 11$250
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UTILITY FEES. FINE" MOUNTED BELOW IN ACCORDANCE WITH ADA REQUIREMENTS.
9. CONTRACTOR SHALL VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS OF ALL O REQUIRED HANDICAP SPACE. THESE SPACES DO NOT REQUIRE PAINT MARKINGS ON ASPHALT TO
SANITARY SEWER SERVICES, WATER SERVICES AND DOWNSPOUT CONNECTIONS WITH DESIGNATE HANDICAP PARKING. PROVIDE CONCRETE WHEEL STOP.
THE OWNER/ARCHITECT PRIOR TO INSTALLATION. D NEW DUMPSTER PAD. PROVIDE 6" THICK 4,500 PSI CONCRETE WITH 6x6 W1.4xW1.4 WELDED WIRE FABRIC ON
4" COMPACTED ABC. PROVIDE OPAQUE VISUAL SCREENING 6' HIGH. PHASE 1 LOCATION SHOWN, TO BE
10. ALL UTILITY SERVICES ARE TO BE TERMINATED AT A POINT LOCATED 5'-0" FROM THE RELOCATED WITH FUTURE PHASE 2 PAVING OPERATIONS (N.I.C.)
BUILDING. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE FINAL
CONNECTION TO THE BUILDING. D STOP SIGN WITH WHITE STOP BAR (12" WIDE) PAVEMENT MARKING.
11. CONTACT UTILITIES C&M, 336-771-5132, EXT-208, FOR VAULT APPROVAL, BACKFLOW D PROPOSED 1 z " TYPE "K" SOFT COPPER WATER SERVICE. CONTRACTOR TO VERIFY EXISTING SERVICE PIPE
PREVENTER TYPE, EXACT LOCATION, AND INSPECTION REQUIREMENTS PRIOR TO SIZE AND LOCATION. COORDINATE WITH ARCHITECTURAUPLUMBING PLANS FOR EXACT LOCATION.
INSTALLATION.
OM NEW 1 z " COMMERCIAL, DOMESTIC, WATER SERVICE. PROVIDE METER BOX, COPPER PIPING AND SETTER
12. A CITY OF UTILITIES DIVISION INSPECTOR SHALL BE PRESENT WHEN MAKING OR PER UTILITIES DIVISION STANDARDS. 1 -1" METER TO BE PURCHASED FROM THE UTILITIES DIVISION.
TERMINATING WATER AND SEWER CONNECTIONS INTO NEW OR EXISTING WATER AND PROPOSED 1 z " DOUBLE CHECK BACKFLOW PREVENTER IN ACCORDANCE WITH HE UTILITIES DIVISION
SEWER LINES. ALL CONSTRUCTION, MATERIALS, AND SANITATION PROCEDURES SHALL STANDARDS AND SPECIFICATIONS. NO PLUMBING BRANCHES ARE ALLOWED BETWEEN WATER METER AND
MEET OR EXCEED THE REQUIREMENTS OF THE NORTH CAROLINA PLUMBING CODE AND BACKFLOW PREVENTER.
THE CITY OF WINSTON-SALEM STANDARDS, SPECIFICATIONS AND DETAILS.
DPROPOSED 4" SCH. 40 PVC SANITARY SEWER SERVICE AT 1.0% MINIMUM GRADE TO A POINT 5'-0" FROM
13. ACCEPTABLE WORKING CONDITIONS OF SANITARY SEWER STRUCTURES AND PIPING BUILDING. PROVIDE TRANSITION GASKET AT CONNECTION IF GOING FROM PVC TO CAST IRON.
SHALL BE VERIFIED BY THE CONTRACTOR AND ALL CONDITIONS FOUND TO BE COORDINATE WITH ARCHITECTURAL/PLUMBING PLANS FOR EXACT LOCATION. PROVIDE FOR NEW
UNACCEPTABLE SHALL BE REPORTED TO UTILITIES C&M, 336-650-7650, PRIOR TO ANY CLEANOUT AT CONNECTION TO EXISTING SERVICE POINT AT THE RIGHT OF WAY.
CONNECTIONS, EXTENSIONS, OR STRUCTURES BEING INSTALLED. THE CONTRACTOR D PROPOSED 4" CAST IRON CLEAN OUT. IN VEHICULAR AREAS, PROVIDE TRAFFIC RATED CLEAN OUT, WITH A
SHALL BE RESPONSIBLE FOR CLEANUP AND REPAIR OF UNACCEPTABLE CONDITIONS CONCRETE COLLAR.
THAT RESULT FROM FAILURE TO REPORT SUCH CONDITIONS PRIOR TO COMMENCING
WORK OR THAT RESULT FROM WORK BEING PERFORMED. SANITARY SEWER MAIN OR D SAW CUT PAVEMENT AND CURB AND GUTTER TO PROVIDE AND STRAIGHT AND UNIFORMLINE FOR REMOVAL,
MANHOLE CONNECTIONS SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH 4-INCH PROVIDE PAVEMENT PATCH IN ACCORDANCE WITH CITY OF WINSTON-SALEM OPTION "C", PROVIDE 2'-6"
CLEANOUT AND SHALL MEET THE UTILITIES DIVISION SPECIFICATIONS. CURB AND GUTTER AS REQUIRED TO MATCH EXISTING, CONTRACTOR TO OBTAIN STREET CUT PERMIT
FROM NC DOT.
WATER AND SEWER DEVELOPMENT FEES (PAYABLE TO THE COUNTY D ACCESSIBLE RAMP WITH HANDRAIL.
UTILITY COMMISSION) WILL BE PAID BY KORNER'S FOLLY.
CONTRACTOR TO COORDINATE WITH THE DEVELOPER, ALLOWING
TIME TO PROCESS PAYMENT. ALL OTHER PERMIT AND METER FEES O IRRIGATION SERVICE. PROVIDE COMPLETE IRRIGATION SYSTEM TO ALL LANDSCAPE AREAS WITH TIMER
TO BE INCLUDED IN THE CONTRACT COSTS. REFER TO PROJECT AND CONTROLS AT THE BUILDING. ADD (OR RE -USE EXISTING) 1" TAP FOR IRRIGATION SERVICE WITH NEW,
ABOVE GROUND, REDUCED PRESSURE BACKFLOW PROTECTION IN APPROVED ENCLOSURE WITH AN
SPECIFICATIONS FOR OTHER ALLOWANCES AND INFORMATION. APPROVED HEAT SOURCE IN ACCORDANCE WITH UTILITIES DIVISION STANDARDS. INSTALLATION SHALL BE
BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR. OWNER WILL PAY OR REIMBURSE UTILITY
COMMISSION DEVELOPMENT FEES. CONTRACTOR TO PROVIDE OTHER PERMITS AND FEES WITHIN
EXTERIOR LIGHTING ON THE PROPERTY SHALL BE DESIGNED TO ALTERNATE BID PRICE. INCLUDE IRRIGATION SYSTEM DESIGN BY NC LICENSED IRRIGATION CONTRACTOR.
PREVENT SPILLOVER LIGHT ONTO ADJACENT PROPERTY. A LIGHTING O CONCRETE WHEEL STOP.
PLAN SHALL BE SUBMITTED TO THE TOWN ENGINEERING
DEPARTMENT FOR APPROVAL. POLE LIGHTS WILL BE LEASED FROM — — — EXISTING PUBLIC HYDRANT LOCATIONS AND APPARATUS TRAVEL DISTANCE (OR FINAL HOSE PULL).
DUKE -ENERGY, AND THE OWNER WILL SELECT FROM THE SCHEMATIC SITE LIGHTING LOCATION. LIGHTS WILL BE LEASED FROM DUKE ENERGY (NIC). CONTRACTOR
TRADITIONAL STYLES IN KEEPING WITH THE HISTORIC NATURE OF TO COORDINATE SCHEDULE.
TO OF — — T
KER RSVILLE .01 x 327, PG. 131 L
TAX PIN: 6886-12-675� F,p
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PROPERTY INFORMATION:
PARCEL ID NUMBER: 6886-12-6750.00
PROPERTY OWNER:
TOWN OF KERNERSVILLE
P.O. BOX 728
KERNERSVILLE, NC 27284
PHONE: [phone]
EMAIL: [e-mail]
PROPERTY INFORMATION:
JOHN G. WOLFE, III
PARCEL ID NUMBER: 6886-12-5601.00
ROBERTA B. WOLFE
6886-12-3582.00
DB 2990, PG. 3614
TAX PIN: 6886-12-7825
PROPERTY OWNER/DEVELOPER
ZONED: RS7
THE KORNER'S FOLLY FOUNDATION
413 SOUTH MAIN STREET
KERNERSVILLE, NC 27284
PHONE: [phone]
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ZONING
EXISTING ZONING: IP-C
PROPOSED USES: GOVERNMENT OFFICES
MUSEUM OR ART GALLERY
TYPE OF REVIEW: CIVIL PLAN REVIEW
BUILDING PERMIT REVIEW
BUILDING SETBACKS
FRONT: 25'
REAR: 10,
SIDE: 5'
STREET: 20'
AGAINST RESIDIENTIAL: 40'
INFRASTRUCTURE
PUBLIC PRIVATE
WATER: 1 z"
SEWER: 4"
STREETS: N/A
LINEAR FEET OF PUBLIC STREETS: N/A FT
OFF-STREET PARKING
PROPOSED USE(S): MUSEUM OR ART GALLERY
REQUIRED PARKING: 1 SPACES/ 300 SF GFA
REQUIRED PARKING: 5,420 SF / 300 = 18.1 SPACES
PROVIDED PARKING: 19 PARKING SPACES (PHASE 1)
+28 SPACES, PHASE 2
BUFFERYARDS/STREETYARDS
BUFFERYARD
ADJOINING ZONING: RS7
TYPE REQUIRED: TYPE II
WIDTH PROVIDED: 15 FT
STREETYARD
WIDTH PROVIDED: 10 FT
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\ .J OBERT HERMAN
P����G x C D �J . _ & ALISON SCHIER
DB 3337, PG. 2104 z CL
PIN: 6886-12-9726 cD w Q
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( IN FEET )
1 inch = 20 ft.
• REFER TO SHEET C3 FOR DOWNSPOUT
CONNECTIONS AND ROOF LEADER SIZING.
• REFER TO SHEET L101 FOR PLANTING LEGEND,
AND PERMIT PLANTING PLAN AND CALCULATION;
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JAMES CROCKETT
DB 3337, PG. 2104
/ '' nn TAX PIN: 6886-12-8685
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LINDA JEAN HUFF HODGE
/ TAX PIN: 6886-12-8592
/ ZONED: RS7
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