NCC230746_Site Plan or Location Map_20230321

D
YADKIN VALLEY SEWER
TIMOTHY B. HODGES & PIAUTHORITY
N ID:495109060542
BETH C. HODGES DEED BOOK 01416 PAGE 0670
PIN ID: 494112966404 ZONED: HB
DEED BOOK 00685 PAGE 0776
ZONED: HB
60_R/W - -
60' R/W N. C. HWY. 268 _ - PROPOSED VEGETATIVE CONVEYANCE - - -
60' R/W (PUBLIC INV=951.86'
AS PER SURRY COUNTY GIS a // N88°35'54"E N88°26'26"E
N87°57'59"E - k 16®
N88�0T4T' ` U„ - - 150�52'
N87°05'43"E N88°01'00"E ` 250.25' M// 162.74'
°12'40"E - �
46' -7 � G G G G
PROPERTY INFORMATION:
i LL ROAD PARCEL ID NUMBERS: 495109051954 & 495109051997
IC) TRACT 1 ACREAGE: 12.416 AC
BU Ty IS TRACT 2 ACREAGE: 3.491 AC
TOTAL ACREAGE: 15.907 AC
PROPERTY OWNER/DEVELOPER:
PARK RIDGE PARTNERS,LLC
1007 BATTLEGROUND AVENUE, STE 301
° GREENSBORO, NC 27408
PHONE: [phone]
T EMAIL: [e-mail]
EP N86 103.
93.57' G - - ° ENGINEER:
60�F/V�
70.03' � - INV=952.86' - - - -
EP - ® - - - 60I /W 5 c� h F� �- ALLIED DESIGN, INC.
o W - - C- . - PROPOSED DUMPSTER F \ �� o\ ` �� 4720 KESTER MILL ROAD
- - - M. F71V - - ENCLOSURE WITH GATES TO BE - WINSTON-SALEM, N.C. 27103
_ 15, REAR YARD
CONSTRUCTED WITH SAME rn�'-? PHONE: [phone]
VED - ;I MATERIALS AS BUILDINGS AND <C �s� m EMAIL: [e-mail]
N89°34'22"E
25 35'
CD Z
o o ENTRANCE 60' EASEMENT (INGRESS, EGRESS & _ _ -_ _ _ _ ' HAVE 6", 3,000 PSI CONCRETE PAD.
4 io *
w REGRESS) AS PER D_B_732,=F?G-LANDSCAPE SCEENING REQUIRED.
272 - ��
e « 0,8 PROPOSED VEGETATIVE CONVEYANCE /
® « ' "ZONE AE" I \
ewe H�_ ®� / �`�
� PROPOSED VEGETATIVE CONVEYANCE / / TOWN OF ELKIN
I
II 88°34'34"W � s ,�
J 20' TYPE B BUFFERYARD OPTIO 1 - ®� « ® / I PIN ID: 495109057929301
240.14' O� ALTERNATE COMPLIANCE) / I ^ 1 /\ ` / , DEED BOOK 01314 PAGE 0176
/ STREET TREE (TYP) PROPOSED CURB 0 / I LL ZONED: HB
PAVED I®� 41 / PLANTED EVERY 40' IN 6' « <
WIDE PLANTING STRIP ti� I S
F_' POSED VEGETATIVE CONVEYA
EVA
D « RECREATION «
AREA (8,087 SF) U -
n 43
9% « I N v-
3 DOG PARK 34,080 SF I w CID
35 34 «°� o (34 « ) �` PASSIVE OPEN SPACE I ILL m �, o
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33 e
32 ® I LL 100 YEAR FLOOD \
?� to -'
� ®� _ � I LINE (PER COMMUNITY
® I I PANEL #3710495100K �X b
DATED: 8/18/2009 \ )
/ G L- O �
�
,28 I I
C2B PROPOSED VEGETATIVE CONVEYANCE O C
I-------�
23 ILL
22 PER CHAPTER 6 OF THE TOWN \
0
ZONING ORDINANCE, EXISTING HEALTHY, MATURE VEGETATION
P� SHALL BE USED TO SATISFY
III7 I I PROPOSED \l" 15A" THE REQUIRED BUFFERYARD. LPL w`cr
MOOV & RENT I MAIL KIOSK (3) /r 20 / "ZONE X" cr cn `
PIN ID: 494112954818 «
8 /� 19
DEED BOOK 00732 PAGE 0272 D- S87°18'57"E ®�'o � '
2 8'5 O ,j 18 / 10.00' W "ZONE AE" `
ZONED: HB « 17 L1
20' TYPE B BUFFERYARD
(OPTION 1 -ALTERNATE COMPLIANCE) o*
N
is 9 15
I 10 14
z 11 i
o - 13
W ,
12 lE00
«
0
0
STREET TREE (TYP)
PLANTED EVERY 40' IN 6' S
WIDE PLANTING STRIP S 219.01' 26.15'
Rp R �g 2 S89°57'58"W m
L5 Sy 255.17' (TOTAL) !� o
"BRANCH„ ,--Illy � S
6
/ �° NOTE: THE CENTERLINE OF THE BRANCH IS
THE ACTUAL PROPERTY LINE
PROPOSED VEGETATIVE CONVEYANCE
/ �L10
S86°37'25"E
127.44' (TIE)
/ �
L13
WORTH WINEBARGER
/ /
J����yP
Gg �0
g�PNGN
PROP LLC ET AL
/ /
* �Q
FRANKLIN D. SMITH &
PIN ID: 495109051954 (REMNANT)
/ /
LENA W. SMITH
BUA CALCULATIONS- TOTAL
BUA CALCULATIONS- LOT 1
DEED BOOK 01484 PAGE 0971
ZONED: HB
tiF V
�<7�
PIN ID: 495109053328
y 022
February 13 2
February 13, 2022
/
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A OpOSF S�� F
DEED BOOK 00339 PAGE 0121
SQ. FT.
ACRE
SQ. FT.
ACRE
MAHALA HUFFMAN
/
/
ZONED: MDR
PIN ID: 494112954570
�I
5
^�
�S /L v
TOTAL SITE AREA: 692,908
15.907
TOTAL SITE AREA: 540,829
12.416
DEED BOOK 00588 PAGE 0845
o
ZONED: MDR
I
�
EXISTING BUA
EXISTING BUA
/ /
4
F
BUILDING: 0
0.000
BUILDING: 0
0.000
OPEN SPACE CALCULATIONS - TRACT 1
PAVEMENT/GRAVEL: 3,215
0.074
PAVEMENT/GRAVEL: 3,215
0.074
1
/ /
10/3/2022
TOTAL: 3,215
0.074
TOTAL: 3,215
0.074
OPEN SPACE REQUIRED
PERCENT BUA: 0.46%
PERCENT BUA: 0.59%
N86°54'26"E
(TIE)
190.1 /
`�a
EXISTING BUA TO BE REMOVED
EXISTING BUA TO BE REMOVED
126.27'
76°54'26"E
1,000 SQ. FT. PER UNIT
45,000 sq. ft.
EP
BUILDING: 0
0.000
BUILDING: 0
0.000
I`s
30' R/W (PUBLIC)
S
-
EP M M
PASSIVE OPEN SPACE (75%)
33,750 sq. ft.
PAVEMENT/GRAVEL: 0
0.000
PAVEMENT/CONCRETE: 0
0.000
I
M
M - -
- -
J
TOTAL: 0
0.000
TOTAL: 0
0.000
tj
ACTIVE OPEN SPACE (25%)
11,250 sq. ft.
PROPOSED BUA
PROPOSED BUA
MICHAEL E. MCGEE &
JANICE P. MCGEE
BUILDING: 61,337
PAVEMENTS: 65,242
1.408
1.498
BUILDING: 49,337
PAVEMENTS: 63,978
1.133
1.469
OPEN SPACE PROVIDED
V1 I
PIN ID: 494112956360
`
�cP�
PASSIVE:
34,080 sq. ft.
TOTAL: 126,579
FINAL DEVELOPMENT BUA
2.906
TOTAL: 113,315
FINAL DEVELOPMENT BUA
2.601
DEED BOOK 01638 PAGE 0653
(A
ZONED: MDR
10,
BUILDING: 61,337
1.408
BUILDING: 49,337
1.133
rri
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M'
ACTIVE:
11,480 sq. ft.
C
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PAVEMENT/GRAVEL: 68,457
1.572
PAVEMENT/CONCRETE: 67,193
1.543
O
�"'cS
J 2
TOTAL:
45,560 sq. ft.
TOTAL: 129,794
2.980
116,532
2.675
PERCENT BUA: 18.73%
PERCENT UA: 1.55%
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N86°50'20"E
292 90' (TIE)
2N
V
BRANCH LINE TABLE p
LINE LENGTH BEARING EIDSON FRIED
L1 6.75 S86°28'24"W GREEN TRUSTEE c N
L2 13.80 S86°16'42"W PIN ID: 494112959145
L3 16.22 S65°35'48"W DEED BOOK 01166 PAGE 0530
L4 23.31 S54°08'50"W ZONED: MDR
L5 45.99 N79033'57"W
L6 67.55 S68°32'46"W 20.00'
L7 36.52 S61 °02'48"W Al
L8 26.23 S44°54'04"W v
L9 25.50 S26°1319"W
L10 30.63 S82001'49"W LEGEND
L11 28.95 S43026'13"W
L1266.29 S68031'47"W S PROPOSED SEWER LINE
L13 42.03 N87039'19"W
L14 16.29 S61001'56"W
L15 46.30 S21001'40"W W PROPOSED WATER LINE
L16 28.64 S26041'32"W
L17 53.44 S19031'29"W _ . - . - . - . - . - . _ PROPOSED EASEMENT
L18 28.06 S33007'29"W
L19 58.24 S11°34'09"W
L20 53.70 S45025'21"W PROPOSED PAVEMENT
L21 56.84 S20029'49"W
L22 .12 S01
24
L23 24°28.22 S18°45'18"W PROPOSED CONCRETE
E'`1'�''t
L24 26.35 S5803300"W
L25 46.24 S20037'55"W PROPOSED OPEN SPACE
L26 1 16.301 S22050'25"E
L27 1 15.38 S21 °38'30"W
9" [­21"
2%
9.5" 7 12„ 7„
CABC (3" MINIMUM)
n'
VALLEY CURB AND GUTTER DETAIL
NOT TO SCALE
PLEASANT HILL RD
W
WISCONSIN
AVER
VICINITY MAP
NOT TO SCALE
REVIEW INFORMATION- TRACT 1
REVIEW INFORMATION- TRACT 2
TYPE OF REVIEW:
TYPE OF REVIEW:
X SITE PLAN APPROVAL AND REZONING
X SITE PLAN APPROVAL AND REZONING
JURISDICTION:
JURISDICTION:
X TOWN OF ELKIN
X TOWN OF ELKIN
PURPOSE STATEMENT:
PURPOSE STATEMENT:
THE PURPOSE OF THIS SUBMITTAL IS FOR APPROVAL OF
THE PURPOSE OF THIS SUBMITTAL IS FOR APPROVAL OF
PRELIMINARY SITE PLAN AND FOR APPROVAL OF REZONING
PRELIMINARY SITE PLAN AND FOR APPROVAL OF REZONING
SUBJECT PROPERTY FROM HB TO MDR - CD.
SUBJECT PROPERTY FROM HB TO MDR - CD.
ZONING
ZONING
EXISTING ZONING: HB
EXISTING ZONING: HB
PROPOSED ZONING: MDR (MEDIUM DENSITY RESIDENTIAL) - CD
PROPOSED ZONING: MDR (MEDIUM DENSITY RESIDENTIAL) - CD
PROPOSED USES: MULTI -FAMILY RESIDENTIAL
PROPOSED USES: SINGLE-FAMILY RESIDENTIAL
INFRASTRUCTURE
INFRASTRUCTURE
PUBLIC PRIVATE
PUBLIC PRIVATE
WATER: X
WATER: X
SEWER: X
SEWER: X
STREETS: X
STREETS: X
LINEAR FEET OF PUBLIC STREETS: 1,235 FT
LINEAR FEET OF PUBLIC STREETS: 0 FT
SITE SIZE AND COVERAGES
SITE SIZE AND COVERAGES
SEE BUA CALCULATIONS (TO THE LEFT)
SEE BUA CALCULATIONS (TO THE LEFT)
BUILDING HEIGHT: 35' MAXIMUM FT
BUILDING HEIGHT: 35' MAXIMUM FT
OFF-STREET PARKING
OFF-STREET PARKING
PROPOSED USE(S): MULTI -FAMILY RESIDENTIAL
PROPOSED USE(S): SINGLE-FAMILY RESIDENTIAL
REQUIRED PARKING: 2 SPACES/ UNIT
REQUIRED PARKING: 2 SPACES/ LOTS
2x45UNITS =90
2x4LOTS =8
REQUIRED PARKING: 90 SPACES
REQUIRED PARKING: 8 SPACES
PARKING PROVIDED: 115 SPACES
PARKING PROVIDED: 8 SPACES
DENSITY CALCULATIONS
DENSITY CALCULATIONS
# OF UNITS 45 TOWNHOUSES
# OF UNITS OR LOTS: 4 SF HOMES
# OF ACRES 3.49
# OF ACRES 12.42
DENSITY: 1.15 LOTS PER ACRE
DENSITY: 3.62 UNITS PER ACRE
MINIMUM YARDS
MINIMUM YARDS
FRONT: 30' (20' PROPOSED)
FRONT: 30'
REAR: 15'
REAR: 15'
SIDE: 10,
SIDE: 10,
CORNER: 15'
CORNER: 15'
BUFFERYARDS
BUFFERYARDS
ADJOINING ZONING: HB & MDR
ADJOINING ZONING: HB & MDR
TYPE REQUIRED: TYPE B AGAINST HB
TYPE REQUIRED: TYPE B AGAINST HB
WIDTH PROVIDED: 20' TYPE B (OPTION 1 -ALT. COMPLIANCE)
WIDTH PROVIDED: 20' TYPE B (OPTION 1 -ALT. COMPLIANCE)
15' TYPE C
TYPICAL SECTION VALLEY CURB AND GUTTER- TRACT 1
10'-0.. 6'-6"
UTILITY SHOULDER
ESMT
VALLEY CURB)
AND GUTTER
7" COMPACTED ABC
27'-0"
13'-6"
1" S9.5 A
f- 2%
F�
SHOULDER UTILITY
13'-6" ESMT
3'-6" 5'-0"
�S/w 3'-0"
2" S9.5 B
2%
1]IL
3" MINIMUM DEPTH
UNDER CURB AND GUTTER
VVH I tK
SANITARY SEWER 3' MINMUM COVER STORM SEWER
3' MINIMUM COVER 1.5' MINIMUM COVER
GENERAL NOTES
1. ALL DEVELOPMENT SHALL CONFORM WITH THE TOWN OF ELKIN CODE OF ORDINANCES.
2. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB AND FACE OF BUILDING,
UNLESS OTHERWISE NOTED. VERIFY ALL BUILDING DIMENSIONS WITH ARCHITECT PRIOR TO
START OF CONSTRUCTION.
3. EXISTING SITE BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY BY
ALLIED ASSOCIATES, P.A.
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SITE LAYOUT
PLAN
GRAPHIC SCALE SHEET
so 0 30 60 120 240
!6m- m
C 1 .2
( IN FEET )
1 inch = 60 ft.