HomeMy WebLinkAbout855-146I
w
R
FO
'I
o �
FEET 10 0 10 FEET
I I l l l( l l l l l I
GRAPHIC SCALE
1 inch = 10 ft.
10 I' I� I A A ®r ' # INS
CO\ O
a
10" DEEP X 18" W/DE
ROCK LINED CHANNEL W/TH
2.-1 SIDE SLOPES
USE TYPE L RIP -RAP
(d50 = 9) A T 39 MIN.
GRADE
COORDINATE FINAL ALIGNMENT
AND ELEVA77ONS WITH ENGINEER
5' X 15' S77LLING BASIN
6" DEEP - SEE ELEVA 77ON 4� (, i
` W9EW ON THIS SHEET 7 O C
GJ
6 �, z
� U0
BOTTOM OF BASIN i
7915.0 -1 Y C I A
Bq a gN D /
m I
"7` /
PROP �� � g2g`L12 3 F `
4 r 26 E cR �. /NV OUT ��j 7924 7 — �r p� �`'�. cv u
ECTTON DE7 ON
THIS 30" P -RA 7926 \ 0 CA
: ?4F
co S /OS�"q�7f
0 \ O n r
_ /NV. OUT —7927
NEW 60" ' 7928 �V
30 L.F. -- D DRA /NAGE,- --- ti
28" X 0" SQUASH -7 MANN WE
1. R9'
::....'..':':':.::::' :::::'::'::'
�S 006'nn
C
ROCK LINED RIP —RAP DROP STRUCTURE
CROSS SECTION OF ROCK LINED DROP STRUCTURE
6' 30'
- - •• -ROOK DEPTH
:.�..:, �. i'., ::�.i;' :: ::iF'`:•i :: .'.,:'::,: 12' MIN FOR TYPE'H'
'• 12' FOR TYPE 'H'
USE TYPE 'H' RIP -RAP (d50 = 18') NEAR CULVERT IF UNSUITABLE SOILS EXIST, ADD 6 IN,
OUTLET AND TYPE 'M' (d50 = 12') IN ALL OTHER BEDDING OR FILTER,FABRIC
AREAS OF DROP STRUCTURE '
RACK DROP STRUCTURE - SECTION A -A
N.T.S.
PROFILE FOR ROCK DROP STRUCTURE
WHEN ENTERING POND,
CHUTE MUST EXTEND AT
LEAST 6' BELOW WATER LEVEL
PROPOSED CULVERT = OUT
6' MINIMUM TL
C7 CHANNE
O -
SEE PLAN
:.::. I• .: :.,.::;....MIN,9':..•.:::..f .
MIRAFI 140 -N FILTER FOR LENGTH ll-- STILLING BASIN�
FABRIC REQUIRED
ROCK DROP STRUCTURE ELEVATION VIEW
N.T.S.
3 p�i`"►� E R ti
DRAWN BY:
mm
CHECKED BY:
REVIEWED BY.•
DA TE
FOR
PINNACLE DESIGN CONSUL TING GROUP, INC.
CONSUL TING ENGINEERS • 0805 BUCK POINT RDAD
CARBONDALE, CO .81623 0 (970) 963 -2170
REI7SION DAIS I DESCRIP77ON
1 1 -30 -04 MODIFIED IN ACCORDANCE WITH
CITY OF ASPEN COMMENTS
BY 1 CHD
E. a, H.E.L
BOTO DESIGN ARCHITECTS ASPEN, COLORADO [DATE: CALE:
orz: /- _ /0'
ert: /- = 2'
PARK -DALE DRA INA GE S WA L E O U TFA L L PLAN
// - -9 -04
wo
ject No:
2004./4
SHEET NO:
/ OF /