NCC216350_Site Plan or Location Map_20211118

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SITE INFORMATION
CURRENT OWNER: JARCO PROPERTIES LLC
MAPN: 088603022732
PLANNING JURISDICTION: TOWN OF BUTNER
COUNTY. GRANVILLE
STATE: NORTH CAROLINA
MAP & DATA REFERENCE. GOOGLE AERIAL & EARLY COUNTY TAX MAP
DEED BOOK/PAGE. 0162110479
TOTAL AREA: SAC
FEMA PANEL#. N/A
FEMA ZONE. N/A
EXISTING USE. VACANT/ UNDEVELOPED
PROPOSED USE. 7,260 SF OFFICE/ WAREHOUSE
EXISTING ZONING: LI
ADJACENT ZONING: LI (EAST)
LI (SOUTH)
LI (WEST)
LI (NORTH)
ZONING OVERLAYS: NONE NOTED
WATER PROVIDER: SGWASA
SEWER PROVIDER: SGWASA
WATERSHED: UPPER FALLS LAKE
EROSION CONTROL DISTURBANCE THRESHOLD: 1 ACRE
STORMWATER DISTURBANCE THRESHOLD: 12,000 SF
PARKING REQUIREMENTS: INDUSTRIAL USE = 1 PER EMPLOYEE ON LARGEST SHIF
TOTAL PARKING REQUIRED: 6 EMPLOYEES = 6 SPACES
PARKING PROVIDED: 7 SPACES (6 STANDARD, 1 VAN ACCESSIBLE)
REQUIRED PROPOSED
STRUCTURE SETBACKS
FRONT SETBACK: 40' 90.40'
SIDE SETBACK. 35' 114.29' (EAST), 94.99' (WEST)
REAR SETBACK. 40' 170.52'
SIGN SETBACKS: 70'
MAXIMUM BUILDING HEIGHT. 50' 19.5'
MAXIMUM SIGN HEIGHT. 8'(MONUMENT) 25'(POLE)
EXISTING IMPERVIOUS AREA: 0 SF (0.009/6)
IMPERVIOUS AREA TO BE DEMOLISHED: 0 SF (0.0091o)
PROPOSED IMPERVIOUS AREA: ±38,322 SF (±17.609,o)
TOTAL IMPERVIOUS AREA: ±38,322 SF (±17.609,o)
PROPOSED IMPERVIOUS AREA CALCULATIONS:
BUILDING ±7,260 SF
CONC. SIDEWALK ±2,414 SF
GRAVEL ±19,975 SF
DRIVE/PARKING ±8,673 SF
TOTAL ±38,322 SF
SITE & UTILITY NOTES:
SSMH
RIM 373.56
RICHARD & DENISE FISHER
087604937020
DB 0096710098
CITY OF BUTNER
ZONING: RS
SIZE. I AC vy
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CHRISTOPHER JR & FELIC JOHNSON \
087604926980 /
DB 0096610037
CITY OF BUTNER �h
ZONING: RS p •D
SIZE. I AC
S1. SURVEY DATA AND LOCATIONS PROVIDED BY STEPHEN M. PUCKETT, PLS, DATED 01118120. FIELD
VERIFY EXISTING CONDITIONS BY DETAILED SITE INSPECTION PRIOR TO SUBMITTING BID AND
BEGINNING CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES.
S2. ALL SITE CONSTRUCTION SHALL BE IN ACCORDANCE WITH TOWN OF BUTNER CODE, NCDOT
STANDARDS AND OTHER APPLICABLE SPECIFICATIONS AS DIRECTED ON THE PLANS AND
DETAILS.
S3. ANY APPLICABLE OR REFERENCED SPECIFICATIONS SHALL SUPERCEDE ANY DETAILS PROVIDED
OR REFERENCED.
S4. CONTRACTOR SHALL MAINTAIN ANY EXISTING ACCESSES TO ADJACENT RESIDENCES,
BUSINESSES AND PROPERTIES AT ALL TIMES.
S5. CONTRACTOR IS RESPONSIBLE FOR OBTAINING OR INSURING THEY HAVEANYAND ALL PERMITS
NECESSARY FOR CONSTRUCTION.
S6. ALL OUTDOOR STORAGE SHALL BE SCREENED FROM PUBLIC VIEW BY OPAQUE FENCING,
SCREENING, OR LANDSCAPING, LIMITED TO REAR AND SIDE OF THE PRINCIPAL BUILDING, IF
HAZARDOUS AND/OR UNSAFE, SHALL MEET ALL LOCAL, STATE AND FEDERAL ENVIRONMENTAL
REQUIREMENTS, AND MUST BE ON THE PREMISES OF THE BUSINESS.
S7. ALL SITE AND BUILDING LIGHTING SHALL BE DIRECTED SO THAT IT DOES NOT SPILL OVER ONTO
ADJACENT PROPERTY OR RIGHT-OF-WAY.
U1. ALL NEW UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS OTHERWISE NOTED.
U2. ALL UTILITY CONSTRUCTION SHALL CONFORM TO SGWASA STANDARDS AND SPECIFICATIONS.
U3. IF REQUIRED, PRIOR TO THE CONSTRUCTION OF ANY WATER OR SEWER MAIN EXTENSIONS, TAPS
OR RELOCATIONS, THE ENGINEER OF RECORD SHALL BE CONTACTED BY THE GENERAL
CONTRACTOR TO DISCUSS CERTIFICATION REQUIREMENTS. FAILURE TO CONTACT THE ENGINEER
OF RECORD OR PROVIDE ANY OF THE REQUESTED DOCUMENTATION DISCUSSED MAY RESULT IN
THE INABILITY OF THE ENGINEER TO CERTIFY THE LINE AND POSSIBLE REPLACEMENT.
U4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF THE LOCATION AND/OR
RELOCATION OFALL EXISTING UTILITIES WITH THE APPROPRIATE UTILITY, AGENCY OR
COMPANY.
U5. AS IS STANDARD PRACTICE, IT IS ASSUMED THAT THE BUILDING CONTRACTOR AND ASSOCIA TED
PLANS ARE RESPONSIBLE FOR CONTINUATION OF ALL UTILITIES WITHIN 5' OF THE BUILDING
PERIMETER. PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL REVIEW BOTH SITE
AND BUILDING PLANS WITH THE SITE UTILITIES CONTRACTOR AND PLUMBING CONTRACTOR TO
ENSURE THAT THEYARE CLEAR ON THE TERMINUS POINTS AS WELL AS HOW EACH WILL TIE TO
THE OTHERS WORK.
U6. ALL PIPE INVERTS, TAP LOCATIONS & AVAILABLE CLEARANCES TO BE VERIFIED IN THE FIELD
PRIOR TO CONSTRUCTING STORM & UTILITY SYSTEMS AND SHALL BE ADJUSTED BY THE
ENGINEER IF NECESSARY. FAILURE TO REVIEW THESE ITEMS AT THIS TIME WILL RESULT IN THE
CONTRACTOR BEING WHOLLY RESPONSIBLE FOR THE FIELD REVISIONS AND ASSOCIATED DESIGN
COSTS OF THE SOLUTIONS PROPOSED.
Know what's below.
Call before you dig.
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LOCATION OF EXISTING 8" GRAVITY
LINE. \ \
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28
TOP = 329.15
INV. = 325.15
EXTEND NEW 4" PVC FROM SITE,
UNDER ESTATE DRIVE (VIA OPEN
CUT), AND DOWN TO GRAVITY LINE. /
LOCATE & MARK EXISTINGSERqCES &
LIMITS OF EASEMENT PIYO
DOING WORK. EXTENI 3
2% KEEPING A MIN. 3' CO,V ALL -
TIMES. / \ SS/
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-III 28
75LF-4" TOP =335.90
PVC @ 4.33% INV. = 332.00
75LF-4"
28 PVC @ 9.13%
TOP = 338.55
INV. = 335.25
TONY R & JO ANN S
SKIPPER
088603028512
DB 0707910567
CITY OF BUTNER
ZONING: LI
SIZE. 5.13 AC
SEWER TAP INSET
SCALE. V = 40'
TOP = 326.15
INV. = 319.15
75LF-4"
PVC @ 8%
5 LF - 4" PVC
@ 19.4%
EXIST. SSMH
RIM 328.75
INV. IN 377.86
INV. OUT 317.76
APROX. ±318.18
APPROX. ±318.15
.
351.5
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SEWER SERVICE INSET
SCALE. V = 40'
\� 1 " METER
1 " D,CDA BACKFLOW
PREVkNTER IN ABOVE
GROU D HEATED ENCLOSURE
� 45° BEND \
31
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WATER SERVICE INSET
Calculated Point
A
Fire Hydrant
)C�
Electrical Pedestal
EP
Septic Utilities
SU
Power Meter
PM
Septic Tank
ST
Clean Out COQo
Catch Basin
CB
Gas Meter
GM
Storm Drain Pipe
SD
Screened Porch
SP
Concrete
CC
Covered Porch
CP
Area Light
�7
Deck
DK
Utility Pole
H.V.A.C.
HV
Sanitary Sewer Manhole S
Retaining Wall
RW
Overhead Utilities
CHU
Asphalt Pavement
AP
Gas Line ----
G----
Brick Pavers
BP
Water Line ----
W----
Stone Pavers
SP
Telephone Cable -----
T----
Concrete
CC
Property Line
Curb Inlet
Cl
Right of Way Line
Yard Inlet
YI
Deed or Plat Line
Drainage Pipe
DP
Property Line Tie
Water Valve
D4
Overhead Utility Line
Fiber Optic
FO
Fire Department Connection
FDC
FO Marker Post
FP
Gas Valve
GV
Fiber Optic Vault
FV
Corrugated Plastic Pipe CPP
Traffic Signal Vault
TSV
Fire Protection Valve
FPV
Cable Vault
CV
Telecommunications Vault TV
Traffic Signal Box
TSB
Utility Vault
UV
GRAPHIC SCALE
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(IN FEET)
1 inch = 40 ft.
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C3 PROJECT #:
19-048
REVIEW PROJECT #:
SHEET #
C-1.3
= 10'