HomeMy WebLinkAboutSW1240301_Plansheet - Other_20240923 (6) SEE LANDSCAPE
PLANS, FOR
OFF-SITE GRADING \2\ Q PERMANENT
EASEMENT \moo STABILIZATION.
OFF-SITE GRADING
EASEMENT-2160
\ _\
o\ �' f \ �\ \ \ \\1�s\\ �\ \ �'��,\ > >� ��\\\ �� \ I I — � � \ GENESIS ENGINEERING
\ — \ \, \\ �o s I ��X \ \ \ COLLABORATIVE
\ \ \\ \ \ I \ \\ \ sS, _ \ \ \ o � � ( II I \ \ I I \ \
\ o 3360 Martin Farm Road
v \ -215-5 RECP \\ \ \ \ \\\ 1 \ \ z 0 a LL I I I , \
Suite 200
-2175
/
TS Suwanee Georgia 30024
\ �/ ���� - ��-� / I '� �, I \ \ f / ! �'' ` 470.375.2001
;�� � I r / ti � I �, PS 2140 _ _ z II I /
� -�� —► - II -J www.genesiseng.net
\ - I
\ -� �2150 �Q\\�\\�~ - PS
CD 2112.62 II )
TS PS IP \\ \ �1 \ TS 2112 -
\ _ _ � \ IP III
\ `2145- \� �.� :��' - G \\ RECP III ,,,,``��� CAR���'
Ln
IP
\ II
a
\ "' N� \\ f \ \\ \\\ \ �� I \ PS
IP 9 84
f / - N\ \ \ J J 1 I III TEMPORARY SKIM ER SEDIMENT BASIN
it `,1 /f I I I I \ ( 1 III I DRAINAGE AREA=14.18 Ac
J 05 TS _ 1 _ I III L I
\ - � 11 REQUI ED VOLUME=25,652 cf
\\ 2 �° \ 2135 AT ELEVATION 20 9.98
/ f I I IP I PROVI ED VOLUM =53,771 cf
\\ '� CD \ \ I �� �-r- A ELEVATION 2102.25 I o9�19�
PS N �- \ III ol IP CLEA OU VO M =26,886 cf IP IP ` ` �'J C \ III ATFL�A ION" 2101 .09
TS I P \ / 1 I r \ I
I \ / l J III f � l
\ I P RECP
I III I I I
I \ \ \ \ III I STA�L S IM r-
-1„ 2095 A6 OI�IFir � oPs �c\ bPEN�NG I -2094
L I \\\ �I �� �N �l I TS SF r1v
I \ CONSTRUCTION EXIT _ \ i i I J \\ �J 45 /ll \\\\ 1\�\\\ 1 1 // •-r / �\ I
SF IP LATITUDE N35.4028
\ \ \ \ g LONGITUD1E=W82.5680 � x
/
\ 3 IP s\ f�J,�/ J I ) � s
CD \� \ 'L� ,y3� I 2135 �j �\`/ / r �_, //'y/ �,�h�// / r 1 I _ rn SF \ / — ram! *-
LLly
_ \
2134 XWERN
N � � / � r I / � 2106 /� x
��is/ ��3 :—� � / ( � � � RECP
� 2106 I h
RECP\ 214,
�
/ TS PS I
I P �i I P PS 20g7
�. M / . I .
\ \ s\ / ` \\ I
\\ \\ \\ / / a I � L0
2097
2130
PS / / Ba B / IP I RECP TS zloz _ _ 1 I ) V)
2106 c _ 0 /
\ \\ \ \ \ Z I
a
// / // -�" �.�� / / o^ / v 2103 U) z w
16°% / / / / / 1 I I / ( / / o TS PS ( I cn Q w 0 J
\\\\\ ® \ \ PS \ ��5�� / / // 2128 ti + 0 z
f 2115
// / / / �� I I I I I I / / / / / N 2115 / LL - / Q O
POROUS BAFFLE < i--i O �
/ // / OS (TYP.) 1 I LL LU Q Q o 0
2127 Z o I O
Z I p I I J z = w I�
3�\5� JI I�4 TS RECP J J N
\�
J
/ / IP / EROSION LEGEND � a O
2125 -
���\� / / / / / / / 211 Ts I Q w O w Q
✓\ � \ \ C / \ - = 2124 2124 / 5 Q > J
i- 2129. ✓ / IP DISTURBED AREA STABILIZATION '-' U
TS — - � � i / (Ps LU 24 W
W/ PERMANENT SEEDING Z
� � 21 U
►,9 \ x P S 2126 , D I I P I - Q LU
/ C7
C P ps DISTURBED AREA STABILIZATION TS' J = w 0
RECP TS IP 1p� TS W/ TEMPORARY SEEDING � � � � ('� Z
n I z �'
„ o
�poa —. ° x—�: — ,. .. w o '� � a
� 2 O � _
�P, �f\N _ / SF _, / N o _ RT RETROFIT
�� \G _� -�� \ \ \ \ +x yy IP / '2i ,, ' 1 N IP N 1K IP ' '" LU z z w w
Pvg� / /�� x x > w J/ \" \ �—
�i�����--\� \\ \ �+ / PS �' DOUBLE ROW SF O O c� Q
1 ✓� CD CHECK DAM
\\ / � , 2105-
C6pZ\
\ k /I / LIMITS OF DISTURBANCE /
\ \ / 1 CONSTRUCTION EXIT REVISIONS
\\\\\ \ \ � i I � I 18.37 Ac. � I CE
660 960L-� l I OWNER & MSD COMMENTS 06/14/2024
\ \\ \ [SBSEDIMENT BASIN IP , SBJURISDICTION COMMENTS 07/03/2024
YX CONSTRUCTION EXIT / J
LATITUDE=N35.4021 1 1 l NCDEQ SUBMITTAL 09/19/2024
LONGITUDE=W82.5693 N STORM DRAIN INLET
\\ \ I 1 IL PROTECTION Q
\ BLOCK & GRAVEL INLET
ooI IP BG PROTECTION
1 N �
EXCAVATED INLET PROTECTION ( )
DeB \\ \\ \ \ \ \ \ \ o� f N �Z / I \ 1 ��,Lp95 // p9tii OS STORM DRAIN OUT
\ \ \ zz
STABILIZATION
SEE MILLS RIVER SHOPPING CENTER \ \ \ \ \ \ 6pz IP II
OFFSITE ROADWAY IMPROVEMENT \ \ r \ \ \ \ \ \ \ \ \ \ z� — \ J _960Z� / 26oz SF SEDIMENT FENCE X
moo
PLANS" PREPARED BY KIMLEY-HORN \ \ \ \ \ \ \ \
�60 2
AND ASSOCIATES INC. FOR ROADWAY -66pZ �8602 � Z098 J ROLLED EROSION CONTROL
EROSION CONTROL MEASURES WITHIN
BOYLSTON HIGHWAY RIGHT-OF-WAY. J ✓� \����� \ \ PRODUCT
SURFACE ROUGHINING [ ]
SR
TREE PROTECTION FENCING
DASHED PAVENENi SHOVN FOR REFERENCE ONLY. NOi S�RyEYED _
_ \ TEMPORARY
/ CONSTRUCTION
� _ _ \ v FENCING '
` � Q EvE
OQ SOILS DELINEATION ' Ur
=O �� LIMITS OF DISTURBANCE - -
24-HOUR CONTACT PROJECT NUMBER:
21-118
ALEX WEIK
HARRIS DEVELOPMENT PARTNERS DATE:
919. 745 . 7017 05/02/2024
PENLAND ROAD IS AN ACTIVE ACCESS ROAD FOR THE EXISTING
ADJACENT BOJANGLES DEVELOPMENT. THE CONTRACTOR SHALL TAKE
EXTREME CARE TO NOT DISRUPT THE OPERATION OF EXISTING PHASE II
ADJACENT PROPERTY OWNERS. IT IS THE CONTRACTOR'S --
RESPONSIBILITY TO ENSURE THAT ADJACENT DEVELOPMENTS ALWAYS EROSION
HAVE SUFFICIENT ACCESS TO THEIR EXISTING ROADWAY • CONTROL PLAN
CONNECTIONS. IN THE EVENT VEHICULAR ACCESS WILL BE IMPEDED,
THESE ACTIVITIES SHALL BE COORDINATED WITH THE DEVELOPER ® GRAPHIC SCALE
AND ADJACENT PROPERTY OWNERS AND MAY HAVE TO OCCUR WHEN
BUSINESSES ARE CLOSED. 50 0 25 5o ioo 200
d
Know what's below. ( IN FEET )
Call before you dig. 1 inch = 50ft. C � 4n2