NCC221641_Site Plan or Location Map_20220506

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2
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EXISTING
CEDAR CREEK ROAD
SR 1116
(VARIABLE WIDTH PUBLIC
R/W)
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CEDAR CREEK
SUBDIVISION
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LANDSCAPE BUFFER '� / ./ I
ROW
DEDICATION
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`\\\ MELISSA PAIGE PEARCE ! 1
\ \ \ D.B.2050, PG. 572 ,
\\ \\ B.M. 2006, PG. 283
\ \ PIN 1864-68-5055 1 ;
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KENNETH M. WILSON
\\\\ D.B. 1844, PG. 756
\ \ B.M. 2006, PG. 283 1 1
\ \\ PIN 1964-67-9758 j 1
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' \ \� EXISTING FLOODWAY 1 1
_ 140 \
a _ 141
I 142 /. .. 1 i •
STREET "All
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(VARIABLE WIDTH PUBLIC R/W� i i
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/ � I 100-YEAR FLOODPLAIN
l I / 136
8' MULCH TRAIL IN 10'
PUBLIC ACCESS EASEMENT/ 1
0
0
�i lG TH E R I G0.
EN SPACE#2133
% Y.
STO M.WATER FACILITY 6\
/ 29;908 SF �
MAIN ANCE/ACCESS
EASEMEI-(iyp..} : : : :.I .. : : : :\\� :\�� .\ . \ \\ L'
1 I ✓ _
151./ SCM I \\ \\ \ \ \
131 - l 152
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130 120 \ PUE \ O / `
STREtT
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p AS (50' PUB IC-R/VV.) 1 15 \ \ +\ / k.�/ 1 \\ �\I I\ \.\ 100-YEAR FLOODPLAIN
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\ f OPEN SPACE #1 \ `--I
I( 128
I \ \ \ + " - .I %, ': ', //,' w/ �A \ 10.75 AC. \ 100-YEAR BASE
1 56 ,,r' WJ� Wiiw:i ' I 468,155 SF \ FLOODELEVATION (TYP.)'
127 / 108 109 \ 113
126
\: y \\ • W \\ BFE 287 \ i
157 -'-°- .\\.'..e\c.'�'•W
50' TAR PAMLICO RIPARIAN \ +
125 II - \ J W a •� 5 BUFFER (FROM EACH SIDE OF TOP OF BANK)
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100 158 . \� ��1. • \ \ �+
PUE/' + '\.. fit• , \ /
106 O /' O +�'' - .A. ` •\{ : I1 `1 `. FRANKLIN COUNTY PUBLIC \
124 O� 105 \ 99 159 /'
� \ GREEN WAY EASEMENT •\
4 / 104 I 103 I 102 101 \ /- \ \ �` \\ .��• \ \ X / ST EET''IDII \ /- 98 .a� - :`; ° '
' ' I �' 160 : \\ '" \` `�' \ ROBERT E. 9CHAAF ,
123 /i - ,� I I /O // \ �' \ :\. �• 1 D.B. 888, PG.\345
(50 PUBLIC R/W) ; ; - \ /\ /' 9/�'fX: I D.B. 827, PG. �39 %
_ - '
- ' -_ r------------------------------------------ ♦ \ / ' \ \ - : % CTION D.B. 599, PG. 2R2 %
-� FLOODPLAfN i EASEMENT MNNTRU r
`------ �------� ----�---�--------�- \ 161 / : : �� W �� :D.C..M. G. $0 I D5, � 1
\ + / / B.M. 2002, PG. 17 i
ST EET B + ♦ /":, % PIN 1864-79-9717
�----_� l; STREET E '\��/� � � . ,, \
(50 UBLICIR/W) I I I (I I /�) \:y \\ - 1 62 " I1 II / / C/L DITCH (CANAL) OLD \
/ 5 PUBLIC R II I .� / \
1 PHAS \I l\ RUN OF FRANK CREEK \ \
/ P E 87 88 lO1O �������� ♦ '� � \
89 90 91 92 93 94 95 \ , j� `� �\\ \\ \ `• \
DOG PARK - - - _ �� - / i '\ \ x 164
OPEN SPACE
86�0.40 AC. :84$2: : 80 : 78::761 741 7270I :6 8
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' , MAIL KIOSK 17,472 SF ♦, -
9-7
ri ;' ,/ I1 3-41 --"--- 0C'" - I II I 1 39118511 41I1'(,J31 4�I 1 1I 1I 45I - 914�i 149' 1I 1511 15�--I1 , - ---\ - \s5\ \ -\ + \, _._ �`�•\ . `\\.•\,. . '�': ..W :.'. \
\ ,\ \
AAN.166 D.B. 2176, PG. 828\
B.M. 2005, PG. 173
•1 177I ROBERT E. SCH
3 38 r------------------------------------------ 63 PRF 1, SLIDE 94
PHASE 3 - ---r PIN 1864-87-6204 \6 \.\
P Ij35! I��\551 5716(SEE PROPERTY LINE
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40 42 44' Q �5&
168
I10' I I ` 7 ` \ 4 ` STORMWATER FACILITY
3130 :271 125 2 1 211 1911 II 117: :15 1 113 11 _ 1 170 \\` MAINTENANCE./ACCESS
� D ''I O .. ASENIENT .TYP: . \
33; 31 29 ' 128 26 241 221 20 I; 18 1 6 14 12 101 m Uj
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% EXISTING PROPERTY
LINE
EXISTING R/W
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WAKE ELECTRIC POWER
EASEMENT
OFFSITE ROADWAY
IMPROVEMENTS DESIGNED
BY OTHERS (INCLUDED IN
THIS SET)
STREET "F„ EXISTING
(50' PUBLIC R/W) -LANE STORE ROAD
SR 1118
(60' PUBLIC R/W)
15'
SELWYN HOLDINGS, LLC, ET AL
LANDSCAPE BUFFER
D.B. 2156, PG. 2173
D.B. 966, PG. 284
B.M. 2018, PG. 207
PRF 2, SLIDE 200A
PIN 1864-84-0936
PROPOSED PUMP STATION
PARCEL (TO BE DEDICATED
TO FRANKLIN CO.) SEE ,
PLANS BY LKC (INCLUDED
IN THIS SET)
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SL
R=15"
R=30"
o � a • /8
12' .
SLOPE = 3/4" 1 FT.
son 30"
30" ROLLED TYPE GUTTER
R/W
5.0
UTIL IY
SHEET C2.01
AREA "A"
SHEET C2.0
AREA "B"/
SITE LEGEND
LLLLD
■II■II■II■II■II■II■II■II■
000000000000
W W W W W
W W W W W
0
SHEETC2.03
AREA "C"
SIGNAGE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
SETBACK LINE
LIMITS OF DISTURBANCE
CENTERLINE
TRACT LINE
PEDESTRIAN TRAIL ACCESS
LANDSCAPE BUFFER
CODE COMPLIANT OPEN SPACE
TOWARDS TOTAL
WETLANDS
EASEMENT LEGEND
PUE 5' UTILITY PLACEMENT EASEMENT
GENERAL CURB AND GUTTER NOTES:
1.) PLACE CONTRACTION JOINTS AT 10' INTERVALS,
EXCEPT THAT A 15' SPACING MAY BE USED WHEN A
MACHINE IS USED OR WHEN SATISFACTORY SUPPORT
FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10' INTERVALS.
2.) JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE
ENGINEER.
3.) CONTRACTION JOINTS MAY BE INSTALLED WITH THE
USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHODS. CONSTRUCT NON -TEMPLATE FORMED JOINTS
A MIN. OF 1 1/2" DEEP.
4.) FILL ALL CONSTRUCTION JOINTS, EXCEPT IN 8" x 6"
MEDIAN CURB, WITH JOINT FILLER AND SEALER.
5.) SPACE EXPANSION JOINTS AT 90' INTERVALS AND
ADJACENT TO ALL RIGID OBJECTS.
6.) 4" MIN. C.A.B.0 UNDERNEATH GUTTER
30" ROLLED TYPE GUTTER
N.T.S.
NOTE: 30" ROLLED TYPE GUTTER SHALL BE USED UNLESS AT INTERSECTION CURB RETURN RADII OR
STORM CATCH BASINS (USE 30" STANDARD CURB AND GUTTER) OR UNLESS OTHERWISE NOTED.
50. 0' RIGHT OF WAY
11.5 27.0' ROADWAY
30" 11.0' 11.0'
UZ I FT. 2% SLOPE 2 K SLOPE
ROLLED
C&G
R1W
UTILITY
5_0' ESMT.
UTILITY SIDEWALK
30" STRIP
112" r FT._<
2 M 8_0PE
ROLLED
C&G
PAVEMENT DESIGN I TERRAIN MAX SLOPE
LEVEL 2:1
1-1/2"S9.5B ROLLING 2:1
1-1/2" S9.5B DELAY OVERLAY HILLY 1-112.1
4" MIN. C_A.6_C. UNDER C&C
RESIDENTIAL COLLECTOR STREET CROSS SECTION
SO' ROW - 27' B-B
N TS
SLOPE
NOTE:
1. ALL STREETS SHALL BE PUBLIC AND MEET NCDOT STANDARDS AND
SPECIFICATIONS.
2. ALL UTILITY EASEMENTS SHALL BE EXTENDED/CONSTRUCTED TO THE
ADJOINING PROPERTY LINE.
3. HOA SHALL BE RESPONSIBLE FOR THE MAINTAINING OF OPEN SPACE
AREAS, RECREATIONAL AREAS, DRAINAGE EASEMENTS, AND
STORMWATER CONTROL MEASURES.
4. THE 20' MINIMUM OPEN SPACE BETWEEN BUILDING ELEVATIONS
SHALL REMAIN FREE AND CLEAR OF PERMANENT OBSTRUCTIONS
FOR EMERGENCY SERVICES ACCESS. BUILDINGS SHALL NOT BE
CONNECTED BY FENCES OR OTHER MEANS.
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
FINAL DRAWING - RELEASED FOR CONSTRUCTION
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
GREENHAWK CORPORATION
1330 SUNDAY DRIVE
RALEIGH, NC 27607
JEREMY MEDLIN
PHONE: [phone]
GREENHAWK
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REVISIONS
NO. DATE
1 11. 05. 2021 REV. PER NCDEQ COMMENT
2 12. 07. 2021 REV. PER NCDEQ COMMENT
3 02. 21. 2022 SIGNATURE SET
4
5
6
PLAN INFORMATION
PROJECT NO.
GHK-2020110384
FILENAME
GHK2020110384-OAS1
CHECKED BY
TEP
DRAWN BY
SJB
SCALE
1" = 100'
DATE
09. 07. 2021
SHEET
OVERALL SITE PLAN
C2.00