NCC224112_Site Plan or Location Map_20221214

DocuSign Envelope ID: DE3A925E-8F22-4735-8716-058A4327E551
NOTES: I
1.) SEE PLAN & PROFILE SHEETS FOR HORIZONTAL I
& VERTICAL CURVE INFORMATION & ROAD GRADES.
2.) SURVEY INFORMATION INCLUDING EXISTING
TOPO PROVIDED BY:
McABEE & ASSOCIATES, PA PIV: 9G 15-9//3-3��75�,�
3 McABEE TRAIL, FAIRVIEW, NC 28730 R�'GER $ TERC�S/ ®EEM / I (�IO I
828-628-1295 / DB 4X0 PG" 7t4/ / °? 3.) TWO WALLS ARE PROPOSED AT THIS TIME. P 10 PG 41 /I I 6
4.) PROPOSED ROADS ARE TO BE PRIVATE & WILL ���// ' %� JIG T�y
HAVE A POA FOR OWNERSHIP AND MAINTENANCE.
5.) ELECTRICAL, TELEPHONE AND NATURAL GAS
WILL BE UNDERGROUND AS DESIGNED BY UTILITY N 23`533 /4
COMPANY. 4.24' // I
6.) PUBLIC SEWER WILL BE PROVIDED TO EACH
LOT. NO LOT WILL BE REQUIRED TO PUMP THE I I I
7.) PROPOSER.
D WATER SYSTEM SHALL BE TURNED -
OVER TO CITY OF ASHEVILLE.
/ /
8.) NO KNOWN CEMETERIES ARE LOCATED ON THE
N 53°3C (T W
PROPERTY.
35.98'
9.) EXISTING LAND IS VACANT.
\
10.) PAVEMENT DESIGN WAS DESIGNATED WITH
ASSUMING POOR TO FAIR SUBGRADE (GROUP 11,
I
PAGE 23 NCDOT SUBDIVISION ROADS MINIMUM
/
CONSTRUCTED STANDARDS) WITH 4" OF ABC, 2.5"
PROPOSED SEWER MAIN
'
119.06 & 1.5" OF S9.5C.
(SEE SEWER PLANS
FOR
11.) NO BASE COURSE SHALL BE PLACED ON
DETAILS)(TYP)
co
MUCK, PIPE CLAY, ORGANIC MATTER OR OTHER
UNSUITABLE MATTER, AND A MINIMUM COMPACTION
PIN �-2, : 5G5
9G 15-9-98-2LEDf�O
I O
RATE OF SUBGRADE PRIOR TO PAVING SHALL BE
MARTIN �
I
LESS THAN 95 PERCENT BY STANDARD PROCTOR
METHOD AND CERTIFIED BY A LICENSED
DB 5794 PG G99
I rl
I
PROFESSIONAL ENGINEER.
12.) THIS PORTION OF DEVELOPMENT IS NOT A
I
DRASTIC VARIATION HILLSIDE DEVELOPMENT.
13.) THE ROAD CORRIDOR DOES NOT EXCEED 90
I `
-
; :'y;:
FEET IN WIDTH ALONG 80% ITS TOTAL LENGTH; UP
_ ---
TO 20% OF THE LENGTH OF THE ROAD CORRIDOR
MAY BE GRADED TO A MAXIMUM WIDTH OF 135
I
FEET. THE CORRIDOR DOES NOT EXCEED 60 FEET PROPOSED VALLEY -
IN HEIGHT. CURB (TYP)
14.) ROAD CONSTRUCTION IN AREAS THAT EXCEED 1
30% NATURAL SLOPE OR IN AREAS THAT ARE PROPOSED SEWER MANHOLE -
HIGH HAZARD OR MODERATE HAZARD ON THE (SEE SEWER PLANS FOR
BUNCOMBE COUNTY SLOPE STABILITY INDEX MAP DETAILS)(TYP)
REQUIRE CONSULTATION WITH A NC LICENSED
GEOTECHNICAL ENGINEER.
15.) NATURAL AVERAGE SLOPE OF THE PROJECT
AREA IS 17.73%
16.) NO PORTION OF THE OVERALL TRACT IS
WITHIN THE 100 YR FLOOD PLAIN PER NC FLOOD PROPOSED
PLAIN MAPPING MAP NUMBERS 3700961800J & TOWNHOME
3700962800J. PANEL EFFECTIVE DATE 1-6-2010 I
17.) NO LOT SHALL HAVE A SLOPE
PERPENDICULAR TO THE RIGHT OF WAY IN EXCESS I
OF 18%.
18.) SITE LIGHTING TO BE DESIGNED AND \
PROVIDED AT THE COMPLETION OF EACH PHASE \ 1 I I
BY DUKE ENERGY IN ACCORDANCE WITH
BUNCOMBE COUNTY STANDARDS. ALL LIGHTING TO \ \I I
BE FULLY SHIELDED AND DIRECTED AWAY FROM PIN : ANA J I LENE PER '1
NEIGHBORING PROPERTIES. DI DB 50G3 PG 33,5N , I
19.) TWO RETAINING WALLS ARE CURRENTLY
PROPOSED FOR THIS PROJECT.
20.) PROVISIONS FOR ELECTRICAL SERVICE HAS 0 N
BEEN MADE WITHIN THE PROPOSED RIGHT OF WAY.
INDIVIDUAL ELECTRICAL SERVICES WILL BE �
DESIGNED, PROVIDED AND INSTALLED DURING \ \ \
CONSTRUCTION OF EACH RESIDENTIAL UNIT. \ \
PROPERTY OWNERSHIP
THE PROPERTY IS SOLELY OWNED AND
I
MAINTAINED BY ASHEVILLE AREA HABITAT FOR
HUMANITY. LOTS WILL BE SOLD TO INDIVIDUALS
\
\
AND COMMUNAL INFRASTRUCTURE WILL BE
\\
MAINTAINED BY A PROPERTY OWNERS _
\
\
ASSOCIATION.
ALL PORTIONS OF THIS PROPERTY WILL BE
\
SOLD TO INDIVIDUALS IN THE FORM OF
RESIDENTIAL LOTS AND/OR BE COMMON OPEN
SPACE MAINTAINED BY THE POA.
PROPOSED BUILDING
TENTATIVE DEVELOPMENT SCHEDULE
SETBACKS (TYP)
BEGIN CONSTRUCTION PHASE 1: MAY 2019
BEGIN CONSTRUCTION PHASE 2: MARCH 2O23
END CONSTRUCTION DECEMBER 2028
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0' LAN 10' LANE 2' SHOULDER \ Un
5' SIDEWALK 24"ROLL CURB
V)
5' SHOULDER 24"ROLL CURB
m
o
2:1 2%6 -
2:1 �
z
1.5" SURFACE- I `4'
COURSE (S9.5C) J ROADWAY
2.5" INITIAL TYPICAL SECTION
COURSE (119.013)
-`SEWER"
PIN: 9G 15-93-2049 S
MARTIN LEDFORD/
DERENDIA EVANS
DB 55G9 PG 100
PB 59 PG 154 /
O
Ln
N 85°24'05" W l l 8, 44'
M
GRAPHIC SCALE PROPOSED CONCRETE (TYP)
40 80 160
PROPOSED ASPHALT (TYP)
( IN FEET )
I
I PIN : 9G 1,543-5753 I I
C ER*E JETERYS I `
MELANIE GYVAU I
IDA 54 2 PG 14GG
PB 0PGI
I 1
I
I
PIN: 9G 15-93-G752
KRISTEN ONDEKDONK I
-K�OMAS QUARTARAR
J05EPH QUARTARARO I
JO DAN VETTORETTI
D15 G057 PG 724 I
rB 10 PG 41
iVjr�.zmr7 l 7 \ lJ 11V� 7 \mlmz -�m l�A
PROPOSED 18" CURB
AND GUTTER (TYP)
PROPOSED WATER LINE
(SEE WATER EXTENSION
PLANS FOR DETAILS)(TYP)
PIN: 9/15-93-7 51
/DRI GET N5 EY /
DB �f1E250 PG/900
/f'8 10 PG 41 '
NEW HEIGHTS
SUBDIVISION
PHASE 1
� I
9G I �3-5750-' /
N,�NCY ROWAn' PIN: 9G 1(5
/I LE 455G P,0'1579
EASTVIEW CIR
STARNES COVE RD
OLD HAYWOOD RD
VICINITY MAP
N TS
PO 1 PG 41 /
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RDb COL MALT AL-PHH-9f2"5- 30 OG55
DBE G 1 -P�G�
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/
X
/
CI1 ERYL LEI1 RKE
P5 IO P 41
�806�G 444
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PIN �8G25-O I G5/7
C�E $ JOYC ROBERTS
I
PROPOSED STORMWATER PB 10 PG 41
/
-
PIPE (SEE STORMWATER -
I / DB 14 9 PG GY4
/ -
PLANS FOR DETAILS) (TYP)
-
/
PROPOSED STORMWATER
N 63°5G,2
- �/ I
STRUCTURE (SEE STORMWATER
0�
l�
PLANS FOR DETAILS) (TYP)
N 63002125"
W 197.83'-TIE
PROPOSED SINGLE
FAMILY HOME
Fn,r: 55r925--737-4452
W DIANNE CONGER
y L204333 PG-J 204- -
m
DEVELOPMENT BLOCK
PROJECT NAME:
�r
m
i'PIN #
DB/PG:
PB/PG:
I ZONING
OWNER
DEVELOPER
ENGINEER
ACREAGE
�s BUILT UPON AREA
N SINGLE FAMILY UNITS
N TOWNHOMES
TOTAL
DENSITY
COMMON OPEN SPACE
WATER SYSTEM
SEWER SYSTEM
BUILDING SETBACKS
SI TE
PATTON
AVE
1-40
SMOKEY PARK HWY
F
0
ASHEVILLE AREA HABITAT
FOR HUMANITY
NEW HEIGHTS SUBDIVISION
- PHASE 2
9618-93-7302
5338/0092
209/12
R-2 (RESIDENTIAL)
(BUNCOMBE COUNTY)
ASHEVILLE AREA HABITAT
FOR HUMANITY
33 MEADOW ROAD
ASHEVILLE, NC 28803
ASHEVILLE AREA HABITAT
FOR HUMANITY
33 MEADOW ROAD
ASHEVILLE, NC 28803
JARED L. DERIDDER, P.E.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE, NC 28739
10.11 AC +/-
3.50 AC +/- (34.62%)
20 (33%)
40 (67%)
60 (100%)
5.93 UNITS/ACRE
1.44 AC +/-
ON SITE (PUBLIC) CITY OF
ASHEVILLE
ON SITE (PUBLIC) CITY OF
ASHEVILLE
FRONT 10'
SIDE 7'
REAR 15'
MAX ALLOWABLE BUILDING HEIGHT
PROPOSED BUILDING HEIGHT:
PARKING PROVIDED:
35'
SEE ARCHITECTS PLANS
120 SPACES (2 PER UNIT)
PROPOSED ROAD LENGTH (PH2) 2,017 LFt
CORRIDOR WIDTH 90' OR LESS: 2,017 LF (100%)
S CORRIDOR HEIGHT 60' OR LESS: 2,017 LF (100%)
"SOME PORTIONS OF THIS SITE ARE TO
BE MASS GRADED, THE ABOVE CALCULATIONS
ARE BASED ON ROAD CONSTRUCTION ALONE.
LEGEND
EXISTING 2' CONTOURS
PROPOSED 2' CONTOURS
S S --- EXISTING SANITARY SEWER MAIN
SS ------@ PROPOSED SANITARY SEWER MAIN
W W EXISTING WATER MAIN
W PROPOSED WATER MAIN
PROPOSED STORMWATER PIPE
• ■ PROPOSED STORMWATER STRUCTURE
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WG LA. C O M
NC LICENSE P-1342
ASHEVILLE
HABITAT
NEW HEIGHTS
PHASE 2
LOWER HOMINY T'SHIP
BUNCOMBE COUNTY
NORTH CAROLINA
SEAL =
041349
10/26/2022
REVISIONS
DATE
DESCRIPTION
i
a
Know what's below.
Cal I before you dig.
PROJECT NUMBER: 21181
DATE: 10-25-22
DRAWN BY: JRC
CHECKED BY: JLD
SITE
PLAN
C-200
SCALE: 1 "=40'