1994-02-04_REVISION - M1977211 ‎(5)‎

• Permit No: M1977211
• IBM Index Class Name: Revision
• Doc Date: 2/4/1994
• Doc Name: MAIN CHANNEL DETAILS
• Type & Sequence: TR7
• Media Type: M
• Archive: No

Cn
0
M
m
Asa 'Ja:.v�.b*g,�ii.'�:s•17b'z��rL. .�_w�'' -d' -. a��ti-C. �w':.
oTOP OF DAM 0-46.0
EXISTING GROUND ri
SURFACE
1U5PILLWAY CREST EL. 42.0-
t W5_ yAR1E5 18' AV5. THICKNC-55
OF R117AP (MIN.
14' DIMENSION 12') ON
SPILLWAY CHANNEL
1' (BOTTOM AND 51DE
� SLOPES)
INSTALL RIPRAP
MOD C C
. TYPE H, ON 12" CROSS- SECTION -
TOP OF DAM 5 TYPE II BEDDING ON SH. 2
EL= 6x46.0 U.S. FACE OF DAM
TOP OF OUTLET STANDPIPE FROM THE TOP TO EMERGENCY SPILLWAY
Q EL= 6040.0 5 DIA. G.5.P. E.L. 40.0
` (2 EACH) . NOT TO SCALE
Q `
2 ` ` T - , OUTLET STRUCTURE
3 CONCRETE HEADWALL
5EE DETAiL SHEET 3
\ MATCH EX. GROUND
RIPRAP GRADE U _ \ SURFACE AT
�— STRUCTURE ,�0 �L ----- ----- - - - - = LOWER LIMIT OF
A INV. RIPRAP CHANNEL
(DOWNSTREAM FACE) aD 01 ` ���------------------------------- - - - - --
EL= 2�.5 EL= 24.5
L - - - -- SLOPE -- 2.0% j
-- EXI5TIN6
2 --------------------
B♦ J - - - -- = �� - - - -- FENCE ,
42" DIA. R.G.P. DI5CHAR6E CULVERT _ X
POND BOTTOM jp (I EACH PER STANDPIPE)
EL= 60130.0 n
I -I/2
I�
D00U0U0U0U0U0U0U0U0U0UC ,0
D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
300000000000000000000000
D0000 °_000 °_0000000 °_000000
3" GLR
CROSS SECTION A -A
AT j OF OUTLET STRUCTURE
SEDIMENT POND AND DAM
N.T.S.
1 G O ====1 A �
WAY5 EACH
FACE
SECTION B -B
SEDIMENT POND @ 517
N.T.S.
SEE ENERGY
D1551PATION
BA51N @517
DETAIL.
_ 5PILLWAY GRE57
EL= 42.0
� I
(TYP.)
UNDISTURBED GROUND
am
BOTTOM OF POND
EL= 30.0
fi -- -- - — _- - _
GRADE AND VE&ETATE
72=-o SPILLWAY AND 51DESLOPES TO MATCH EXI5TIN6 .002 &ROUND 5URFACE
RIPRAK° CUTOFF WALL
r/-
(12'-18" SIZE ROCK)
_�2" THICK LAYER
-r- -TYPE it BEDDING
MODIFIED TYPE H
RIPRAP
AVG. ROCK
DIMENSIONS
% 5MALLER
INCHES
BY' Vel&HT
3o
1100
24
50 -'10
I&
O -5o
MATCH EX. GRADE
H
_20_'
42" VIA. R�C'P
DA T® SHRQ�GH a 15'Yo
FLON III 23'
5'
RI P
LIMIT (TYP)�!:ii
16' -6"
CONCRETE HEAVKAL" r
STRUCTURE ® SO - SEE
LOCATION ON SH. 2
\4 1' TYP
EL. 275
I 6 I }
4'
40'
PLAN VIEW
RIPRAP CHANNEL SLOPE
AND BOTTOM WITH MODIFIED
TYPE H MATERIAL
RRIGK STONES(5)
MIN. SIZE: 48" X 36" X 36"
H
LALLOA 18" TO 24
FLOW AREA
EN STONES
ALfGN UPSTREAM FACE
F IRREGULARLY SHAPED
STONES TO FORM IMPACT
BARRIER
F6'
MATCH EX. GROUND
SURFACE ® EL. 24.5
NATURAL EX.
1 45° `12" THICK LAYER TYPE II-/ \_BURY STONE A MINMUM
` 6" BEDDING BELOW ENTIRE DEPTH OF L�
SURFACE, INCLUDING
TYP RIPRAP
3
SEE ENLARGED
I' FOOTING DETAIL
SECTION H -H
BASIN FOOTING DETAIL
NOT TO SCALE ENERGY DISSIPATION BASIN @ 517
NOT TO SCALE
M�
L ooa0000a0 -
(�
00(30000 O
0
EX. (00 "4) C.5.P. O 00000o0O
N 00000000
CONSTRUCT CONCRETE
HEADWALL, CHUTE AND
WIN6WALL5
M
4' AT TOE OF
OUTFALL STRUCTURE
2 FEET THICK.
CROSS- SECTION L -L
OUTFALIL STRUCTURE @ 514
MATCH GROUND SURFACE CONCRETE
L GRADED AS SHOWN C,,UTE
fON SH. 2M
J,
LINSTALL 15" MIN.
8' I THICKNESS OF
35, MOD. TYPE H
RIPRAP
SECTION M -M
N.T.5.
Permit Number /Vl- /qq� -1 //, P e,,,eL',Q�ra,w
Class. OPermn
Section /E ibis
. .°_.°_'_._'_— ._._ °'-- . °_._'_.—'.._._._._. i ciass:QRevisionT�NNtcQL Re/S:or //D, T}G -OfType /seq: i
Class: O Report Cl Hydro ❑General - - -'-
Doc Type:
DApplicabon (co-' only) ❑ Band O Enforw_-W ❑ Inspection
I
EX. 60 14 G S.P.
3'
f
q'
57RUGTURE #5 j I,
3'
I'
EX. GROUND
SURFACE 3,
SECTION N -N
END VIEW OF WINGWALL
N.T.S.
FEB - 4 1994
PIKCVIEW QUARRY
COI�ICC(?TUAL MIST GR M7, ITo A PLAfxt
MAW GCHQ ML
D NT&AQMB
-- TUTTLE APPLEGATE,
INC.
DATE:
7/7 93
SCALE:
Consultants for Land and Resource Development
roe No:
AS SHOWN
�
_ -
93-IIIPQ
11990 Grant Street, Suite 410
DRAWN BY:
SHEET
Denver, Colorado 80233
TPY /LLD
[phone]
CP�H KED BY-
OF
/CMA
g
SHJ.UWG
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0028