20180817 Ver 1 _Site 1 impact 09-28-18 _20180830

d'
/ 20' GREENWAY A
I
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I
NOTE:
SEE SHEET 2 of 2 FOR
OVERALL DESIGN
OF
110 LARGE OAKS DRIVE
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EIP
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a PROPOSED
CONTOUR
FILL CUT ELEVATION
p � � 359
CONSTRUCTION NOTES
10
CONTRACTOR SHALL REMOVE
Site 1 and Site 2
FALLEN TREE(S) AND DEBRIS.
O A
NEW CENTERLINE OF CREEK.
03
RIPRAP FACE (SEE 'SITE 1'
SECTION VIEW ON SHEET 4 &
DETAIL MS -42 ON SHEET 5).
®
RIPRAP FACE AT 3:1 (SEE 'SITE
2' SECTION VIEW ON SHEET 4).
CLEAN WATER DIKE.
©
SEDIMENT DIKE.
07
12 FT. TEMPORARY ACCESS
ROUTE.
/
SITE 1
SITE 1 STREAM & BUFFER IMPACT:
STREAM IMPACT= 95 L.F.
ZONE 1 BUFFER IMPACT = 2147 S.F.
RETNN,NG WN-�
T
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I
/I 365 aa6 651 �
—
MH
NEW TOB 359.78'
6s5
yf
70 '•:.t
III// .i�11ev..
� RIPRAP CLASS B FILL
0 TOB: 351.34' ,a66C, P
\ n
TOB: 351.60'
o.K D
C,
O
�LGNE,—
114 LARGE OAKS DRIVE � 1
36G �
112 LARGE OAKS DRIVE2G ` I sPNT,E,A,
5 SITE 2 STREAM & BUFFER IMPACT` Imo/ F
STREAM IMPACT = 47 L.F.
ZONE 1 BUFFER IMPACT = 208 S.F.85HE5 z o
/
35 d
A
—R DP 2161
j5a 1
— —J5 ♦ \ m 111
12
- - - - - - - o O
d
and west bank of
Site 1 and Site 2
O A
Prol. No. N/A
Design By: J. Patterson
Drawn By: S. O'Shea
Date: October 17, 2017
Scale Hor: V=20'
/
,EEE 21
M/H 'B'
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215 STRATHBURGH LANE
NOW OR FORMERLY ,
THO 215 &VICKI J. SCHUSTER
215 STRATHBURGH 3 /'
CARV,
2331069
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yZ"
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7
PIN 0772 33 1069 /
BM 1997, PG 1187
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dN11 -86
p
TIE INTO EXISTING TOP m �
a 12' TEMPORARY ACCESS ROUTE
OF BANK EL: 350.24' _
B" PVC . P�0 ti Y Z
2100 1" ZU�
107 GREENWAY OVERLOOK iso
ECM
NOW OR FORMERLY
— — — TOWN OF CARV O 4
---------------- —
7
r6n 2 STAgNG AREA
vENT
217 STRATHBURGH LANE
NOW OR FORMERLY
MICHAEL S. & WENDY J. ROONEY
217 STRATHBURGH LN
CARY, NC 2 751 8-9 036
PIN 0772 32 1909
HIM 1994, PG1187
•Y 1 � /
'"EE FA�EaRIAPsRsAP a
�i �•
M
ro
FILL
i
TOB: 349.52'
00
NE RIP RAP
ELEANOUT E r
Q
� U
( E Q
=REEK �> E
0)
c Q c LU
vENTO I s I °Ax 1s• , / wa ,r _„ uAaE 10 q... (D 1n 0 J
I / / O O 00 _J a, (n
U �Ny
W
LU
/ / CO POST e BIINuAxc 24 V /
/ VJ
LOWER MANHOLE TO NEW FOR SITE 1 REFERENCE 2 SECTION V1EW5 ARE Q N
GRADE AND REONLY TO SHOW SLOPES
MOVE k 0+70 SITE AND OTHER PERTINENT INFORMATION. THE C0 OZj
REPLACE RING & COMER SAMPLE DNES USED TO CREATE THESE 372
.
METAL POST NTH TYPE 1 SECTION VIEWS ARE NOT PERPENDICULAR Lr)
GRADE 11'-0° TO AUGNMENT. SOME DISTORTION AT THE
368 0O 2% RIPRAP 2'-0° MINIMUM THICKNESS OFFSET DISTANCES WILL TAKE PLACE. 368 (V
START 1'-0°— n
BEHIND MH vai
364 3 n 3'-0° BENCH 364
J O 4X SLOPE �xe
360 PE 7D Mt Low PONT p ro 360
%yA EL 354.Bir n
7 °wooe POST L356 EL• 380.0' Tae SMT Z.A �d 356
13 _ LL R gStyby tzi
352 MH RAp? U _ EXISTING GRADE _ _ 35
2
PRELIMINARY
GEOTEXTILE ---- - WT DO NOT USE FO
T iI a P�H�,G, FABRIC _ RIPRAP CLASS B
348 '- , „
TOM„ �- --x ' a a 348 CONSTRUCTION
SEE CONSTRUCTION NOTES NEW EAM
344 344
(THIS SHEET) (TYPICAL) CHANNEL w
aRgT 342 342
20 -10 0 10 20 30 40 50 60 70
M n M M Ma " a Signature
M
Revisions
2+12.90 SITE 2
August 28, 2016
Added Class B rira
360
- 356
1 352
344
340
360
356
352
348
344
340
along stream channel
and west bank of
Site 1 and Site 2
Prol. No. N/A
Design By: J. Patterson
Drawn By: S. O'Shea
Date: October 17, 2017
Scale Hor: V=20'
1111111111111111111111
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I
1111111111111111111111111111111111111111111111111111111
r•
n 111■111■111■111■111■111■
111■111■111■111■111■111■111■111■1111,
360
356
352
348
344
340
along stream channel
and west bank of
Site 1 and Site 2
Prol. No. N/A
Design By: J. Patterson
Drawn By: S. O'Shea
Date: October 17, 2017
Scale Hor: V=20'
OFFSET -40 -30 -20 -10 0 10 20 30 40 50 60 Scale Ver: 1 =10
m m
m ,�, SHEET NO.
ELEVA,10N5ExlsnNc7vnmosEe
p p 7 of 2