NCC233239_Site Plan or Location Map_20231031

LEGEND
' 23
c GUY ANCHOR SS— SANITARY SEWER
E
# LINE SMOKET PN:K NW+ HOKM'V;
{k LIGHT POLE OHW— OVERHEAD WIRES 3A4p0
© ELECTRIC OUTLET N
I] ELEC.SERVICE/VAULT E— BURIED ELECTRIC LINE
El ELECTRICAL CABINET G— BURIED GAS LINE (TI
YFRIS T BURIED TELECOM.LINE NG t12
x®c HEATING/AIR UNIT W— BURIED WATER LINE
METAL FENCE LINE SANO NLL R mxi
ID TELEPHONE PEDESTAL ~x $g oll`M
© TELEPHONE MANHOLE U U LJ WOODEN FENCE LINE ii_ vl �'\
CD TELEPHONE VAULT ) TREE LINE
3
F GAS VALVE IPF= IRON PIPE FOUND
© GAS METER RBF= IRON REBAR FOUND
M WATER VALVE PKF= MAGNETIC NAIL FOUND
® WATER METER XF = CHISLED"X" FOUND
RWMF NCDOT R/W DISK FOUND VICINITY SKETCH (NTS)
GED
IRRIGATION CONTROL VALVE IPS= IRON PIPE SET
ED
BACKFLOW PREVENTOR PKS = MAGNETIC NAIL SET
UP VS = CHISLED"X"SET
© WATER VALVE MANHOLE CP = COMPUTED POINT(NO CORNER
A FIRE HYDRANT MONUMENT FOUND OR SET)
R/W= RIGHT OF WAY NOTES:
A POST INDICATOR VALVE N/F= NOW OR FORMERLYPIV ALL BOUNDARY INFORMATION IS SHOWN HEREON PER AN ALTA SURVEY BY SACKS
ESMT= EASEMENT SURVEYING& MAPPING DATED 28 OCTOBER,2020(REV. 1/25/21). SAID DEMOLITION AND GRADING ACTIVITY AT THIS SITE HAS BEEN RECENTLY COMPLETED AS
A FIRE DEPT.CONNECTION H/C = HANDICAP BOUNDARY SURVEY WAS NOT UPDATED IN CONJUNCTION WITH THE PRESENT OF THE DATE OF THIS SURVEY. NO EVIDENCE OF RECENT BUILDING CONTRUCTION
® Ch. =CHORD MAPPING. OR ADDITIONS WAS OBSERVED.
WELL
s SANITARY MANHOLE Typ.=TYPICAL ACCORDING TO PB 140 PP 1-2,THERE ARE AREAS OF POSSIBLE SOIL CONTAMINATION
APPARENT SOURCE OF TITLE: DB 4590 PG 161
SANITARY CLEANOUT 4 = CENTERLINE LOCATED ON THIS PROPERTY. NO OTHER EVIDENCE WAS OBSERVED OF THE PROPERTY
Po
POB = POINT OF BEGINNING PLAT REFERENCE: PB 118 PG 147 PARCEL B; PG 140 PG 1,AREA 1 BEING USED AS A SOILD WASTE DUMP, SUMP OR SANITARY LANDFILL.
m CONCRETE CATCH BASIN POC = POINT OF COMMENCEMENT
um CAST IRON CATCH BASIN T/C TOP OF CURB TAX PARCEL#9617430440 rHE BJECT PROPERTY DOES STREETNOT CURRENTLY DIRECT OR HIGHWAY. APROPOSEDACCESS ROADRI ACCESS RIGHT-OF-WAY DEDICATEDO A
WAY(SHOWN PUBLIC STREET
© DROP INLET w/GRATE FFE FINISHED FLOOR ELEVATION HEREON)WHICH WILL PROVIDE ACCESS TO THIS PROPERTY IS SHOWN ON PB 140,
© CONCRETE YARD DRAIN INVg INVERT ELEVATION PROPERTY ADDRESS: NONE ASSIGNED (NEAR 1451 SAND HILL RD.,ASHEVILLE, NC) PP 1-2 AND PB 168, PP 117& 119. AT PRESENT, SAID PROPOSED ACCESS ROAD
© STORM MANHOLE V TEMP.BENCH MARK TOTAL SITE AREA: 45.741 ACRES[1,992,473 Sq.Ft.], MORE OR LESS RIGHT-OF-WAY IS UNIMPROVED,AND THIS SURVEYOR HAS BEEN UNABLE TO DETERMINE
WHETHER SAID RIGHT-OF-WAY HAS BEEN DEDICATED FOR PUBLIC USE.
4 PIPE END/FLARED END + WTLANDS FLAG ALL DEEDS AND MAPS NOTED HEREON WERE USED AS REFERENCES IN
4 SIGN - PREPARING THIS SURVEY. THE PROPOSED ACCESS ROAD AS SHOWN ON PB 140 PP 1-2 IS SHOWN EXTENDING
ONTO THE SUBJECT PROPERTY. THIS SURVEYOR IS UNAWARE OF ANY OTHER
COURSES AND DISTANCES AS MEASURED
® MAIL BOX BY THIS SURVEYOR THIS SURVEY WAS ORIENTED TO N.C.GRID NORTH (NAD 83/2011) PROPOSED CHANGES IN STREET RIGHT OF WAY LINES AFFECTING THIS PROPERTY.
O BOLLARD SO4°03'34'W 768.255' USING SPECTRA PRECISION SP-80 GPS EQUIPMENT, HOLDING LOCAL THIS SURVEYOR DID NOT OBSERVE ANY EVIDENCE OF RECENT SIDEWALK OR
COBS STATIONS AS A FIXED HORIZONTAL&VERTICAL REFERENCE. SITE STREET REPAIR AND/OR CONSTRUCTION.
Mw "RECORD"COURSES AND DISTANCES POSITIONS Sr ELEVATIONS WERE ESTABLISHED USING THE WEIGHTED
MONITORING WELL [S O4)4'20" W] [768.281 LEAST-SQUARES AVERAGE OF THREE INDEPENDENT VRS GPS OBERVATIONS. ANY UNDERGROUND IMPROVEMENTS ARE SHOWN HEREON BASED ON SURFACE
EVIDENCE ONLY. THIS SURVEYOR CANNOT CERTIFY TO NOR ACCEPT
o TREE(2"+dbh) Glace of Survey: A LIABILITY FOR THE PRESENCE AND OR LOCATION OF BURIED OR
Positional Accuracy:0.01'Honiz./0.03'Vert. OTHERWISE NON-VISIBLE IMPROVEMENTS TO THIS SITE.
Tree Table Type of GPS field procedure:Rapid Static
Date or Survey:02 October,2020 SUPERIOR LOCATE INC.,AN UNDERGROUND UTILITY LOCATION CONTRACTOR,
BE-Box Elder Datum/Epoch:NAD 83(Tol1l) WAS UNABLE TO FIND/MARK ANY UNDERGROUND UTILITY LINES ON THIS SITE.
PublisneA/Flxed-control used:Local COBS Stations
BP-Bradford Pear Geoid Model:Geoid 12a THE PROPOSED DIVISION OF THE PROPERLY SHOWN HEREON MAY BE SUBJECT TO
CA-Crab Apple Combined qna factor:0.09979t 52 REVIEW AND APPROVAL BY THE LOCAL PLANNING JURISDICTION. THIS SURVEY SHOULD
units:US Survey Feet Ch-Cherry BE USED FOR SALES OR CONVEYANCES OF PROPOSED LOTS UNTIL SUCH TIME
Ho-Holly THE VERTICAL DATUM IS NAVD 88. AS THE DIVISION OF THIS PROPERTY HAS BEEN APPROVED.
Loc-Locust ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS UNLESS
Ma-Maple NOTED OTHERWISE.
Mim-Mimosa RECORD BEARINGS AND DISTANCES (PER PB 118 PG 147)ARE SHOWN
0-Oak HEREON IN BRACKETS.
P-Pine ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL
Pop-Poplar #3700961700-J, EFFECTIVE O6 JANUARY,2010,A PORTION OF THIS PROPERTY
SJ-Stinking Jim LIES WITHIN THE 500-YEAR FLOOD ZONE(FEMA ZONE'X',AREA WITHIN THE
Syc Sycamore 0.2%ANNUAL CHANCE FLOODPLAIN). THE LIMITS OF SAID 500-YEAR FLOOD
y y ZONE ARE SHOWN HEREON. NO PORTION OF THE PROPERTY LIES WITHIN THE
Wa-Walnut 100-YEAR FLOOD ZONE.
Wil-Willow WETLANDS ARE SHOWN PER A FIELD LOCATION OF WETLANDS FLAGS AS SHOWN IN
A WETLANDS REPORT PREPARED BY ECS SOUTHEAST, LLP
DATED 06 OCTOBER, 2020 [ECS PROJ #49: 12738]. THIS SURVEYOR CANNOT
CERTIFY TO THE COMPLETENESS OR ACCURACY OF WETLANDS MARKED
BY OTHERS.
ZONING INFORMATION:
KEY MAP (SCALE 1"=4O0') ALL ZONING INFORMATION IS PER A ZONING LETTER FROM THE CITY OF ASHEVILLE
DATED OCTOBER 20,2020
PROPERTY ZONING:CI-CZ (COMMERCIAL INDUSTRIAL-CONDITIONAL ZONING,
✓ 1 ORDINANCE#3921)
SHEET 3 DENSITY STANDARD- 8 DWELLING UNITS/ACRE FOR RESIDENTIAL
STRUCTURE SIZE STANDARDS- NONE
LOT SIZE STANDARDS - NONE
.--_____ LOT WIDTH STANDARDS - 100'
SETBACK STANDARDS - 35' (MAY BE REDUCED TO 5')
NG GRID(NAD 83/2011i 0'SIDE
10' REAR
r r SHEET 2, 25' CORNER LOT, SIDE STREET
IMPERVIOUS SURFACE STANDARD- NONE
BUILDING HEIGHT STANDARD- 80'
BASED ON THE AVALIBLE EVIDENCE,THIS SURVEYOR IS UNABLE TO
DETERMINE WHICH SETBACKS APPLY TO WHICH PROPERTY LINES,AND
IS THEREFORE UNABLE TO GRAPHICALLY DEPICT SETBACKS LINE HEREON;
THERE ARE NO MARKED PARKING SPACES CURRENTLY ON THIS PROPERTY.
THE REQUIRED#OF PARKING SPACES CANNOT BE DETERMINED AS IT IS
CALCULATED BY THE PROPOSED USE OF THE PROPERTY
✓ '-PROPOSED
L j LQT 1 J
PROPOSED LEG TABLE:
LOT 2 LINE FARING DISTANCE
L1 84'37'47" W 36.46' [N 84'36'44"W 36.49']
r T 1 L2 88'57'17" W 78.63' [N 09'03'52"W 78.64']
J L3 79'18'39" W 13.46' [N7022'12"W 13.46']
[N 01'57'34"W 1s7.69']
L4 01'51'52" W 167.64'
L5 17'55'37" E 80.91' [N 17'54'11"E 80.89'] CURVE TABLE:
L6 24'21'01" E 93.49' [N 24'19'56"E 93.49'] CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
/ L7 02' '37" E 36.45' [N '5'32"E 36.45'] Cl 511.00'8.06' 8.06' S 89'36'55" E O'54'12"
L8 02'1 4 01
'54" E 33.54' [s 01.50'41"E 33.44']
NI
L9 00'35'02" W 31.29'
r r -1 1
SHEET 4
L L
SURVEYOR'S CERTIFICATE
STANLEY ROBERT SACKS
I,STANLEY certify that this mop CARD
was drawn under my supervision from an actual ��•• Ci SHEET 5
survey made under my supervision;that topographic . :'Of ESS,�•, L 1 J
a is shown per an actual ground survey; QQ * (SHEET 1 of 6 NOTES)
and that the vertical accuracy of topographic data *: ITN REVISIONS: TOPOGRAPHIC SURVEY
conforms to the Unitesc States National Map Accuracy 01:!L-2913 • 11-4-20-ADD PROPOSED NEW LOTS
Standards. 7,Y U 11-9-20-ADD TOFU
i..� r 11-25-20-ADD TOPO PROJECT AV 2
S •y 12-1-20- PER REVIEW COMMENTS
Witness my original signature,professional license number Py•......-•R� 12-7-20— REVISE PROPOSED LOT LINE PLAT BOOK 118 PAGE 147 PARCEL B
d Seal this_??dday of� - AUGUST �,D. 2023. ROBE L SHEET 6
�_ n , 12-15-208 -ADD TOPO
12-18-20- PER REVIEW COMMENTS
SURVEYOR PROFESSIONAL LICENSE NUMBER L-2913 1-25-21 - REVISE PROPOSED PROP. DIVISION CITY OF ASHEVILLE, BUNCOMBE COUNTY, N.C.
1-26-21 - REVISE LOT AREAS3-5-
ARKS
UNLESS 51GNE0,SEALED AN0 DATED,THIS IS A PRELIMINNRY 5-17�21 -1 -A REVISE WPROPOSED ER MLOTS DATE OF LAST FIELD INSPECTION = 28 OCTOBER, 2020
PUT NOT FOR RECORDING,SALES OR CONVEYPNCES.
Land Surveyors 7 94211-ADD TOPO DOMINION ESMT. SCALE 1 INCH = 50 FEET
LtSSM osB agaraaRoad 8-EO- - UPDATEEISEASEMENTSROPOS CONTOUR INTERVAL = 1 FOOT (NAVD 88)
308-6 Greensboro,NC 2]o09 8-10-21 - REVISE PROPOSED LOT 1
(oro,)NC17409 8-25-21 - REVISED PROPOSED LOT 1 50 0 25 50 100 200
336)931-0568 9-9-21 - REVISE/ADD STORM
4-6-23 -ADD TOPO NORTH AND EAST OF SITE ,
wWW.66MLAND 4-19-23-ADD SEWER MANHOLE
SACKS SURVEYING&MAPPING,P.C. FIRM ucac na1 8-22-23-ADD SELECT INDIVIDUAL TREES DRAWING FILE NAME:ASHEVILLE-SANDHILLS.dwg