NCC215175_Site Plan or Location Map_20210915

MATCHLINE - SEE SHEET C3.1 \.\ _ \\, 3os
PUBLIC DRAINAGE EASEMENT \ - LANDSCAPE EASEMENT
- RETAINING WALL W/ FALL PROTECTION \ �\ PUBLIC DRAINAGE EASEMENT /• Cl-$-194
TDD #26 (DESIGNED BY OTHERS) \ ��o /
-INSTALLED IN STAGE 2 I \ \ \ \ TDD #25 \ \ \ 8-193 /' • �s I \ 30 3 O D1-8-23 -
I TO 295 \ INSTALLED IN STAGE 2 i - _ /' \ p6 , '
TO 298 _ _ _ BG 290 I - - - `30s / \ \ n1237XI' \ - - \ — PUBLIC DRAINAGE EASEMENT
—BG 288- _ , — _ \ �\ \ I i 1 V
/ RETAINING WALL MAINTENANCE \ 1 � ' ` �- '
ACCESS EASEMENT - 1 \— � ��� / / / \ n1238 / ' ` D1-8-2 DA \ / / 12 $' -
\
-TG VC1-8-232
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/ BG 286
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I I I I \ EX. TDD #27 � I 1 I
\ I 111 \ L C 0 2
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�' - 1111111111 1 LIMITS OF DISTURBANCE (TYP.) _ \ \ \ \ \ \\ / \ �0 / Q
PER "WENDELL FALLS PHASE 8
I I I 111111 I 1 l CLEARING AND GRUBBING PLAN" DATED - \ VC1-8-186� \ / 12 \ DBL Dl� 228 7g \\ \\
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CONTRACTOR SHALL REMOVE- - \ - \ l - _ - _ - _ _ _ _ \ / / / 1 / pJ� , l
BASIN AS IT CONFLICTS WITH ESTABLISHING \ \ 1 \ l - _ �' \ / / / 1 / / / / , , / \ / 12 / / / / 13 x'
FINAL GRADES AND ONCE UPSTREAM AREAS -
HAVE BEEN LARGELY STABILIZED OR - - \ 1 / / \ \ \ / / - - - \ \ \\ N / 9� / / / 0\ / / /
l CONTRIBUTING FLOWS HAVE BEEN \ \ I \ \ _ - _ / _ _ - - \ \ / 1 / 1 / , ; �j / 1
REDIRECTED TO AL TERNA TI VE MEASURES. \ \ _ - - - - \ I V / / /
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DRAINS TYP. \ \ \ \ \ \ \
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BUFFER ZONE 2 (TYP) I \ \ \ \ \ \
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I /' ` 1 I I / ` \�--- --�7r--- /L��---/j// / l--_\ \/ I 1/ I 11 BUFFER ZONE 1 (TYP) \ I \ \ \ �\ \\ \\\\ ��9 \\ l \ \ \\ \\ \ \ Q
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MATCHLINE - SEE SHEET C3.3 \ k N�,�\ DRAINAGE
EASEMENT
A ISSUED FOR CONSTRUCTION 2019.06.06
REVAC. DESCRIPTIONS DATE
REVISIONS
SEAL
�
O\A CARD 1,1''/�'%
�. ......... ...
pQ�(�JESS/py q %�
Giz_ SEALC
036348
. 06/06/2019
/V� n Cni����P`1\\\\\
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vNFIQN4&CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
WENDELL FALLSt'll
y
NewlandCOMMUNITIES
STORM DRAINAGE
PIPING SUMMARY:
15" RCP
= 2,429
LF
18" RCP
= 485
LF
24" RCP
= 747
LF
30" RCP
= 288
LF
TOTAL
= 3,949
LF
LEGEND
WENDELL FALLS PHASE 8C,D,& E
CONSTRUCTION DOCUMENT SUBMITTAL
WENDELL, NORTH CAROLINA
GRADING PLAN (ENLARGEMENT)
TYPICAL LOT GRADING
SYMBOL TYPE DESCRIPTION
OType
A
Front to Back
©
Type B
Back to Front
©
Type C
Split to Back & to Front
(') I
Type D
To Right
OType
E
To Left
NPDES GROUNDCOVER STABILIZATION TIMEFRAMES
SITE AREA
STABILIZATION
TIMEFRAME
DESCRIPTION
EXCEPTIONS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES,
SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
SLOPES STEEPER
7 DAYS
14 DAYS FOR SLOPES
THAN 3:1
10' OR LESS IN
LENGTH AND NOT
STEEPER THAN 2:1
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR SLOPES
FLATTER
GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS
14 DAYS
NONE, EXCEPT FOR
WITH SLOPES FLATTER
PERIMETERS AND HQW
THAN 4:1
ZONES
NEW ROW
NEW LOT LINE
PHASE BOUNDARY
NEUSE RIVER RIPARIAN BUFFER
ZONE 1
NEUSE RIVER RIPARIAN BUFFER
ZONE 2
PROJECT BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
STORMWATER BMP MAINTENANCE &
ACCESS EASEMENT
PUBLIC DRAINAGE EASEMENT
PRIVATE DRAINAGE EASEMENT
PUBLIC SEWER EASEMENT
EXISTING WETLANDS
HARDWARE CLOTH & GRAVEL INLET
PROTECTION
GRAVEL BAG CURB INLET
PROTECTION
CALL N.C. ONE
CALL CENTER
BEFORE YOU 010
STOP
1—SM-632-4949
Avao unuTY
DAMAGE
NORTH
40 0 40 80
SCALE: 1 "=40'
DATE:
MARCH 19, 2019
MCE PROJ. #
02735-0244
DRAWN
DCR
DESIGNED
DCR
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
C3.1
HORIZONTAL'
DRAWING NUMBER
1 "=40'
VERTICAL:
C3.2
N/A
STATUS: REVISION
FINAL DRAWINGS A
ISSUED FOR CONSTRUCTION
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