Private Pond - STA 325+00 Erosion Control Sheet

PROJECT REFERENCE NO. SHEET NO.
NOTE: R-342/B Ec-i7icoNsr.17
PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B RM/ SHEET NO.
AND TEMPORARY ROCK SILT CHECKS TYPE - A AT Pls SfG 325+85.19 Pl StG 338+47.89
ROADWAY DESIGN HYDRAULICS
DRAINAGE OUTLETS. (9s = 0`45"00" 0 = 17°47'45.9" (RT) ENGINEER ENGINEER
Ls = 200.00 D = 0°45'00.0"
CLEARING AND GRUBBING ST = 66.67 L = 2,572.8/
LT = 133.33 T = 1196.04 DETAIL AL o DETAILAM DETAILAN o
EROSION CONTROL FOR ' ��� `, FALSE SUMP
R = 7 639.44 � '?Q FALSE SUMP � iNot t Scale) FALSE SUMP � o
CONSTRUCTION SHEET 17 , (Not to Scale) o o Median D1iCh (Not to Scale) o _
SE — 0.03 Outside Ditch —1 2 f Outside Ditch
O Traffic Flow —.I2.0 Traffic Flow \ 2�i
D.S. - 70 mph �� Z0� 2�,� Mee Chart Below)y,� 20' 20' 2'
—5_ etc.
GI S'DitCh Slope fL Prop nod Ditch
Ditch Gratle L Ditch Gratle L nh
S— etc. --5-0.0'/. To 2.0'/. 20' Over 4.Oi ro 6.0'r. 40'S = Ditch Slope 'i Proposed Ditch Over 2.0% To 4.0'% 30• Over 6.0'% 50' f
STA. 319+00 -L- (CL) S=Ditch Slope
/ STA. 329+550 -L- (LT) STA. 325+00 -L- (RT)
STA. 322+50 -L- (CL)
STA. 325+00 -L- (CL) STA. 329+50 -L- (RT)
O O STA. 329+50 -L- (CL)
O �
O
N /6 O
LINE TSD WITH STONE FOR O
LINE THIS SECTION OF TSD WITH EROSION CONTROL CL B
STONE FOR EROSION CONTROL W/GEOTEXTILE LINER
CL B W/GEOTEXTILE LINER
PROP WW F NCE
R PROP. WW FENCE C R
W A
-L SC 32 +5/.86
- - TS 324+51.86 S - - S_
DER ' S
ER - _
----- �DJ4)D -- TS TS TSD T T D Sp p
S _ S —
--- ---------- --TSD---- _ SD S
S T
299.01' TAPER - -------- -------- ----- - -- S -
� Q -- S-- 0 1711 2 _�
I� 1 1 2GI / 1708 GRAD
`V 350
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� O �- --F- > Fs �b
L0 iQ)v owe
d
> N O
I� o a 1702 / o ' �/' _ 1705 FS �09
O Ln
C:) O � -L N 50 /4 28.0E ,
15" R - --I GI FS Lu O
QLn S PROP.DOUBLE FACE 2GI O
�I > CABLE GUIDERAIL
i - 1712CL
7- Z
Q JI --------------------------------------------------- -
--- -------- ------ 0
r TYPE 'A'_ N
\ CAT-1 30" RCP-IV S 2GI
� JB w/MH - -- - -
2 " RCP-IV FS
TYPE 'O
TSD S- S S \ END R
BERM GUTTER TS 51
O STA. 321+50 -L- 1707
� �20
R C R R�
PROP. WW FENCE RIP RAP ENERGY PROP. W FENCE
DISSIPATER BASIN 1
SEE DETAIL "Z"
600' CELERA N L E -500,UNIFORM TRANSITION LINE THIS SECTION OF TSD WITH
— _ STONE FOR EROSION CONTROL
CL B W/GEOTEXTILE LINER
LINE THIS SECTION OF TSD WITH
STONE FOR EROSION CONTROL
J CL B W/GEOTEXTILE LINER
n� a
NOTE: - /6
ALL PIPES L�TED IN JURISDICTIONAL
DETAIL Z � STREAMSARE TO BE BURIED 20% OF PI C. KR Go N R Co., INC.
RIP-RAPPED ENERGY DISSIPATOR BASIN DIAMETER UP TO 1 {i�0�EP H k PLA 105 L1DE 5 335
>(
DIM.1 RI RAP BASIN # RIP RAP NOT SHOWN
>(A 1.5 1. I< Y2;�+�12:t i I
B 1.0 1. CULVERT 2:1 I I APRON I 2158. _
C 1.0 1.0 CL ---- ----- 3 I I I P ~ _ C 1*5p'Og^ k
D t.0 1.5 L� ,f I I E C)
8OC)E 6.0 7.0
F 15 16 RIP RAP NOT SHOWN\\ J---
G 12
ALL DIMENSIONS APPROXIMATE PLAN i
G E
DISSI PATOR POOL APRON ST ART KING
w
F<< DB 1162 PG 281
°F
BASIN # LOCATION (AT OUTLET) CULVERT NATURAL PLAINS PREPARED BY
� 1 322+50 -L-RT Wo — -- GROUND
w 2 347+26 -L-LT z D —
� c
`ff A B
GEOTEXTILE
C SECTION
7N8 R;f ff
RUMMEL, KLEPPER & KAHL, LLP
STA. 322+50 -L- RT SUITE 350
» (EST 12 TONS CLASS I RIP RAP; 25 SY GEOTEXTILE; 20 CY EXCAVATION) 900 RIDGEFIELD DRIVE RALEIGH, NORTH CAROLVE 27609-3960
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NC LICENSE NO. F-0112 • [phone]