1994-10-04_REVISION - M1980244 ‎(2)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Date: 10/4/1994
• Doc Name: SURFACE WATER CONTROLS DETAILS
• Type & Sequence: TR7
• Media Type: M
• Archive: No

A
a
� b
I
%a
i 6 CONCRETE:
.,APRON,,. .... '.
2.5
T�
EXPANSION A
(TYP•)
1' -0"
0' -10"
3' -4 "0
5'Q2"
s
C -C W114G WALL (TYPICAL)
8
SCALE IN FEET
0 1 2 4
l
Job No / Dwg No: 943 -2720 / 0100
Last Update: 03:57p 30— Sep -94
ID
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b
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i�
r :y
:e
.. ' ".a,
SECTION A —A',&
NOT TO SCALE 0 0
13 -I�' APRON TOE WALL
8
!O A
in
NOTE:
WINGWALLS IN ACCORDANCE WITH C.D.O.T. M- 601 -20
2' MIN.,
C7
25
• A
6" CONCRETE
APRON.:
• :.
COMPACT AS sTRUCTU F FILL ON
�DOWNGRADIENT SIDE OF CHANNEL D � � B
EXISTING GROUND O
E TYPICAL UNLINED CHANNEL SECTION
8 JA4 NOT TO SCALE
2' MIN. A
max` - ^r
1
2.5 COMPACT AS STRUCTUAL FILL ON— 1
�DOWNGRADIENT SIDE OF CHANNEL,&
d 50 = 1.5 FT. RIP RAP
.e
0
A
s Ia
i
i
i
TYPE
B
D
A
3' -0"
5' -0"
B
3' -0"
(NEAREST INCH)
C
5' -0"
D
10' -0" Q
3' -0",&
M
UNLINED CHANNEL SCHEDULE
1
i 1.5
i
CUT CSP FLUSH AT
HEADWALL (TYP)
FINISHED FILL
SURFACE
H
18"
//
T � J.
END VIEW
`N PAINT OR TAR COAT
/ / CSP AFTER CUTTING
SIDE VIEW
HEADWALL DIMENSIONS
D= PIPE
DIAMETER (INSIDE)
H =D +30"
W= 3D +
18"
T= 0.4H
(NEAREST INCH)
4P OR RCP PIPE
_T
0
Q END VIEW CONCRETE HEADWALL
8 NOT TO SCALE
WIRE FABRIC 5 X 6 —W1.4 X W1.4
C OUTI=ALL DETAIL
g aj NOT TO SCALE
RECEIVED
MT p 4 1994
DIVISIOn of Mine" & Geology
Permit Number #: / // �Ya&
Class: =Perm#
SeclExhibk - 7i
class. evisian •--- •-/- ��- yy/--°/-l/-/-/-/ �-•- -- -- -- -- -- -- -- -- -- -- --•- • -• ---- i
L Typ_e/SB9_____._____ /�li 401 -----------------------
pass: D Report O Hydro =General
Doc Type
DAppI. DBOnd DEnforce D Inspect
CIJENT /PROJECT
CRESSON PROJECT
IIINIIINNIININIIIIIIIIWIUN
TITLE 19675
SM ACE WATER COIrETROLS DETALS
s Denver, Col rado DRAWN DATE 5/31/94
—~ �D SCALE AS SHOWN
_ *<
XIREVIMD Joe No. 943 -2720
APPROVED REF. NO. D100
FILL NO. DWG. NO. fA
n-Jnnn � nn
BEI CONTRACT C- 02/606201
— — EXISTING GROUND=
TYPE
B
D
RA
3' —O"
3' -0"
P
TYPICAL ruzRAP CHANNEL SECTION zL
RC
15' -0"
6' -0"
8
NOT TO SCALE
RD
15' —O"
3' -0"
RIPRAP CHANNEL
SCHEDULE
7
19/30/941
REVISED
ISSUED FOR CONSTRUCTION
6
7/1/94
ISSUED
FOR CONSTRUCTION
TR
AR
NOTE:
5
5/3/94
ISSUED
PER DESIGN REVISION
TR
AR
1. ALL
RIPRAP LINED CHANNELS SHALL HAVE A RIPRAP MINIMUM THICKNESS
OF 2 FEET.
4
4/15/94
ISSUED
PER ADDENDUM No. 2
TR
SCR
3
3/4/94
ISSUED
PER ADDENDUM No.1
TR
SCR
2
2/94
ISSUED
FOR EARTHWORKS BIDDER
TR
SCR
REV.
DATE
DESCRIPTION
DR. BY
CA31. EY
RECEIVED
MT p 4 1994
DIVISIOn of Mine" & Geology
Permit Number #: / // �Ya&
Class: =Perm#
SeclExhibk - 7i
class. evisian •--- •-/- ��- yy/--°/-l/-/-/-/ �-•- -- -- -- -- -- -- -- -- -- -- --•- • -• ---- i
L Typ_e/SB9_____._____ /�li 401 -----------------------
pass: D Report O Hydro =General
Doc Type
DAppI. DBOnd DEnforce D Inspect
CIJENT /PROJECT
CRESSON PROJECT
IIINIIINNIININIIIIIIIIWIUN
TITLE 19675
SM ACE WATER COIrETROLS DETALS
s Denver, Col rado DRAWN DATE 5/31/94
—~ �D SCALE AS SHOWN
_ *<
XIREVIMD Joe No. 943 -2720
APPROVED REF. NO. D100
FILL NO. DWG. NO. fA
n-Jnnn � nn
BEI CONTRACT C- 02/606201