NCC222471_Site Plan or Location Map_20220711

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\ sRB ERB
RED— ERB
�9A FIELD o s 10' DRAINAGE EASEMENT
A! D CT Tti�s r } w 10' DRAINAGE a \\ PB 52, PG 74
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2 O� C0 D C\R Y CRDLE m �T o PB 52, P g
2 o m BARNWE L 1 o or
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0 �`� NORTH
\ >< 35' MINIMUM BLDG SETBACK o
F-1 F-1 1 F F-1 .09 .00
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VICINITY MAP BLDG #1 BLDG #2 BLDG #3 ` \ c� N\ ` 56
A B A B ? MAIL A B g C \Q Y s
NOT TO SCALE / �,� �0 N F
20 OKIOSKC) ' 1 W y_ 1 ` Q /
N/F / g01�, 9, WS
n z $' \ o �' N DBT4 39,HA NPGE671
DEPARTMENT OF TRANSPORTATION \ 1 \ Z �' ` PB 52, PG 74
DB 9425, PG 784 467
/ ` ` c. $
LEGEND: 7b ' '� M . BLDG #4 BLDG #5 BLDG #6 m
ECM® ECM —EXISTING CONCRETE MONUMENT
EIR a — �'; ° ` 0 ? \$ ` A B 25' A B 25' A Bz
O EIR EXISTING IRON ROD / ° /. g g, q_
EPK
ERG
O ERB—EXISTING REBAR O EPK—EXISTING PK NAIL �0 INSTALL NO °
J PARKING \C 1 ��rr\
N ` o
:...`:...... SIGN c� $ \ $\
1
0 COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY D / m
PILES — LOCATION EXISTING
N PROPERTY LINE
ADJACENT PROPERTY LINE / MAINTENANCE . VARIABLE UTILITY EASEMENT 24" ROLL CURB 6" PVC WATER MAIN I 1" EIP ,/4" --
_ . — _ °
�EASEMENT ) MINIMUM BLDG SETBACK "
— TIE LINE \ ` �/I�,/ � O — — — — — — � � � (PINCHED) EIR
-- RIGHT—OF—WAY \ "� 5' SIDEWALK EIP —�.
W6
ss SANITARY SEWER LINE
SD STORM DRAINAGE
w WATER LINE \ OPEN SPACE • • oc —
q, ACCESS/ MAINTENANCE DANISH DRIVE
PERMANENT EASEMENT \ y EASEMENT
7,006 SF / • • �HC RAMP `�' DANISH DRIVE VARIABLE N QEPK
� 00 (TYP) PRIVATE STREET UTILITY 0 — sa ,� sa �— 50' PUBLIC R/W
X FENCE LINE \ 0 . g, s' EASEMENT
❑ ❑ WOODEN FENCE \ s��50' 50'— 50• A 11/ 11/ \1' 0
TREE LINE \ so ♦ /
240 MAJOR CONTOUR so' PICNIC TABLE
243 MINOR CONTOUR \ 1ERB `�' `�' `�' '� 5 � (TYP) g ° 0 ° — — — — — — — — 5/a" — — — — — — — —
�' , 5/a"
/ ' C ERB
ERB
x 22e.44SPOT ELEVATION `a0' — 30' 30'— / `i' `i so' so. ` ` IMENT 30' MINIM nM BLDG SETBACK
BENCHMARK / \ \ 1/2" 30 Sao'
© TRANSFORMER ERB , \i \i. moo' \!/ \1' \11 \11 \11 \i. \11 \1. 5p' ��� � /`4 EXISTING EASE .
PP 30 — MI.-,
0, � 30, / so' ��`�'7so. r*1 TO BE ABANDONED 1 I `
• UTILITY POLE \ \ r� 30 � 30, _ y ❑ �M. T. I m I b , r
T GUY WIRE \ \ 40' DPB INAGE EASEME rZ 30 , / �� `sf lil I
❑ TELEPHONE PEDESTAL \ 52 PG 74 ,� ♦ ' �/ I I Q I
�v
oe\ ERB Toe— Toed �� 3 I $ n 20'
D4 WATER VALVE \ r 1 /2' r�P�4 PG 4^ — 3p' � J ' ❑
�CfFIRE HYDRANT roe\ 1 ERB roe�1 w / rye_ (USEABLE I A B A B
0 WATER METER \\ ERB Toes roes roe BRILL I - I
C SANITARY SEWER MANHOLE roeToo T OPEN SPACE I #
s 10,920 SF `�_ I BLDG 7 BLDG #8
U
'C0 CLEANOUT roe— Toes— 1 Ra� roe— j \ •1 I _ Q
ASPHALT Toes 1ERB 1ERB N m
0 BUILDINGS N/F '�� Toes ros \ I N
CHARLES KIRKWOOD ROBERTS, JR. &WIFE, \ 1/„
OPEN SPACE RENATE E. ROBERTS / rce� ERB 1ERB oe\ \ I I —_
USEABLE OPEN SPACE DB 2720, PG 757 / 1 r� m
1 a roe I
— Toe— Toe— TOP OF BANK DB 2815, PG 164 / 1" EIP roams
\� /ERB T�
PB 127, PG 149 �P1 HED)
30' STREAM BUFFER Ioe� \ - I I S Toe
— 50'— 50'— 50' STREAM BUFFER / I 1 \-- Toss rQe r $ I \ '� Os °s
SITE NOTES / 1 ; PP09
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE ERB AC`S/ I \ram \1I\ \ C 'req� I I� 6_5 /
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL ��—� I \Af
MAINTENANCE
CONTRACTOR. f 242 � 1 � . � •os � N/F
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE ��_�/ I \ r \ \ram\ \ \� EASEMENT RICKEY J. SMITH & WIFE, E SOS
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO __ r� ELISA L. SMITH I �� oT
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL / N/F , r0. \ �\ \ I I DB 3460, PG 78 0 p
JACQUELYN L. WILES I r 243 ew 3 r \` op O 2
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO / :> \ oe \ \ PB 52, PG 74
DB 10326, PG 158 x\ ER 1100 os U'
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL — \ \
DAMAGE INCURRED TO EXISTING UTILITIES DURING / PB 44, PG 42 N/F 0 U roe � ,� --�
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL I ANDREW S. BYUN & WIFE, r� \_
CONTRACTOR'S EXPENSE. BABARA A. PEREIRA (Z_� ) STD 708 \ I
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS. / DB 9331, PG 200 z ° / NG
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL I PB 44, PG 42 Q o 1��—�1 SHED
\S�
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER / �244, ERB
FEDERAL ADA AND LOCAL REQUIREMENTS. I N/F I �� \ r� �04, or
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE JEFFERY L. BELL \ \ r \`
FACE OF SIDEWALK UNLESS OTHERWISE NOTED. / I / �
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED. 1 11
DB 6726, PG 210 \ off\ r\ °�' oJc\ o
PB 44, PG 42 r oe
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH / I 1 / \ °e \ ` °F ` z
CONTRASTING STRIPE YELLOW ON CONCRETE AND ASPHALT �� 1 1/2" Nq
PARKING LOT). I 1 ERe o E F\ o� I 0
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY L)
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE 5/aERB"
1 / �'—� z
BACKGROUND OR A WHITE SYMBOL ON A BLUE 1 I �245
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER E.
9. ALL PARKING SPACES ARE TO BE LAIDID OUT
N/F
OUT IN \ I LUIS M. ROSARIO SILVADB PB 4410056, , PG 42 PG 105
ACCORDANCE WITH THE SITE PLAN DIMENSIONS. \ I / r0\ 1/4'
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN / \`
ACCORDANCE WITH STATE AND LOCAL LAWS AND � � � � � � � \ rQQ
REGULATIONS. — — — _ — / \ / / \ r08 \ Sa
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF � � \
FAYETTEVILLE AND STATE REGULATIONS.
SITE DATA
DEVELOPER
KING CONSTRUCTION, INC
MAILING ADRESS
8736 KING ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA 28306
PIN NUMBER
9499-83-5427 &
9499-83-7311
TOTAL LOT AREA
165,852 SF (3.81
AC)
AREA TO BE DEVELOPED
165,852 SF (3.81
AC)
PROPOSED ZONING
SF-10
EXISTING USE
VACANT
PROPOSED USE
TOWN HOMES
DISTURBED/DENUDED AREA
2.69 AC
SETBACKS REQUIRED:
FRONT
30 FT
SIDE
10 FT
REAR
35 FT
OPEN SPACE:
REQUIRED
16,585
SF
PROPOSED (TOTAL)
17,926
SF
USABLE
10,920
SF
PARKING:
REQUIRED
32
PROPOSED
32
DANDRIDGE DRIVE
60' PUBLIC RAW
QTY.1
TYPE
PLANTING SIZE
MIN. HEIGHT
SCIENTIFIC NAME
CANOPY TREES
11
WILLOW OAK
2" CALIPER
8'
QUERCUS PHELLOS
13
PRINCETON ELM
2" CALIPER
8'
ULMUS AMERICANA 'PRINCETON'
14
TULIP POPLAR
2" CALIPER
8'
LIRIODENDRON TULIPIFERA
5
AMERICAN HOLLY
N/A
6'
ILEX OPACA
SHRUBS
68
JAPANESE HOLLY
5 GAL.
18"
ILEX CRENATA
{
68
NANDINA
2 GAL.
18"
NANDINA DOMESTICA
68
CARISSA HOLLY
5 GAL.
24"
ILEX CORNUTA 'CARISSA'
68
LITTLE RICHARD ABELIA
2 GAL.
24"
ABELIA GRANDIFLORA
`S8
ERB' �246
N/F
TBM
4D COTTON SPINDLE #1 / ALBERT SCRUGGS JR. &WIFE,
N 493,146.250 THERESA H. SCRUGGS
E 1,998,504.263 \ / DPB 448 PG 42
4259
ELEV 248.48 \
NC GRID NAD 83 \ \ \
(2011) EIP
NAVD 88 � (PININ CHED)
247 /
/ N/F \
JOHN W. HILL & WIFE, / \
/ LORI A. HILL
DB 2330, PG 354 /
/ PB 44, PG 42
LANDSCAPING NOTES: /
1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS /
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD /
FOR NURSERY STOCK. /
2. SITE LIGHTING PLANS REQUIRE LIGHTS TO BE A MIN. OF 15 FEET FROM TREES. ANY ADJUSTMENTS IN THE FIELD
NEED TO COMPLY WITH THIS STANDARD AND BE APPROVED BY CITY STAFF.
3. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES
WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT FLARE WITH MULCH. /
4. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH A MIN. OF 4" AWAY FROM THE TRUNK
BASE.
5. ANY CHANGES TO THE PROPOSED PLANT SCHEDULE MUST BE APPROVED BY THE DESIGNER OF RECORD AND THE
CITY. IN CASES WHERE THE PLANT SCHEDULE ONLY INCLUDES THE PLANT TYPE AND DOES NOT INCLUDE THE
PLANT SPECIES, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT TO THE CITY FOR APPROVAL, A DETAILED GRAPHIC SCALE
PLANT SCHEDULE AND ASSOCIATED PLANTING PLAN PREPARED BY A PROFESSIONAL KNOWLEDGEABLE ABOUT
PLANT MATERIAL AND DESIGN, PRIOR TO PROCEEDING WITH INSTALLATION. 30 0 1s 30 60 120
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE CITY OF FAYETTEVILLE LIDO. THE OWNER OR
DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS
MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY.
( IN FEET )
1 inch = 30 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
DANISH DRIVE
TOWNHOMES
SITE PLAN
CLIENT
KING
CONSTRUCTION,
INC.
8736 King Road
Fayetteville, North Carolina 28306
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CALEB
DRAWN BY:
CALEB
CHECKED BY:
SCOTT
PROJECT NUMBER:
1624
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
JULY 6, 2022
SHEET NUMBER
C-200