1994-06-02_REVISION - M1977210 ‎(11)‎

• Permit No: M1977210
• IBM Index Class Name: Revision
• Doc Date: 6/2/1994
• Doc Name: DETAIL SHEET EXH G SHEET 3
• Type & Sequence: AM1
• Media Type: M
• Archive: No

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SEE OUTLET W01ti(S�
- DET -ALLS IN SECTION'A, -A
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DRAWN BY: �\
TO 01� 0
��911
Joseph C. Pell III
4215 Ridgeway Lane
Colorado Springs
Colorado 80908
(719) 495 -9097
BUT
0 25 So 1(>0
I _-
SCALE IN FEET: 1 ". - 50'
0100 SPILLWAY FLOW= 10.4 cfs
OCAPACITY = 300 cfs
d 2' 0
SPILLWAY DETAIL
SCALE I "= 5'
TOP 480
NATIVE ROCK or ROCK RIP RAP
WHERE RIP RAP CONDITIONS
DO NOT EXIST.
PROVIDE SILT
FENCE AT
DOWNSTREAM
TOE OF BERM
SEDIMENTATION
AREA
SUB-BASIN R -3 BERM DETAIL
SCALE I " =5'
T� R-3)
SOB'
PAINT ELEVATION
ON RISER (typ.)
LABEL ELEVATION
W/ 4' NUMBERS
POND INV. Q
RISER 40.0
NOTE: 3" DIAMETER PERFORATIONS
TO BE SPACED AT 18.8 "CENTERS
WITH 4"HOLES AT EACH
ELEVATION.
TO CONNECTION w/ 30° C S P
RISER DETAIL
SCALE I "= I
3' GRAVEL ND
BASE OF RISER
SECTION A - A
SEDIMENT & ENERGY DISSIPATION BASIN CROSS SECTION
SCALE I" = 10' H
I "= 5'V
i vl _ /G17 %--1-(C)
Ju.h 4, 19gq
SHEET 7rrtF EXHIBIT G
N N/A
DETAIL SHEET
SCALE:
A
AS NOTED
AMENDMENT 1994
DA�MARCH 1994
PROJECT:
S N Y D E R QUARRY
DESIGNED BY
SGB
CHECKED nw RG0
PREPARED BY:
A
Obering, 1' l��T urth & t-iseociatea
PROJECT NO
— 93623
Consulting Civil Engineers
SPL No.-
Registered Land Surveyors
1015 Elkton DriV0 -
Colorado Springs, Colorado _
Phone [phone]
oF3 9HEM
/
/
/
/
/
i
/
/
/
/
i
i
/
/
/
/
i
GP�uN/
/
/
NATIVE ROCK or ROCK RIPRAP
/
I5�
WHERE ROCK CONDITIONS DO
NOT EXIST.
/
TOP of RISER
0 loo
(46.
45.25
0 ELEV. 23
0_5
SPILLWAY--46.0 _ - -_
0 ELEV 45.60
24" CSP RISER
0100 ELEV 44.63
Q
/
w/ 0
°
j
6�THICK CONCRETE ANTI-
/
F
PERFORATIONS
°
SETTLING ZONE
/
SEEP COLLARS 12 °MIN.
°
°
/
ALL SIDES
42.1
/:..
STORAGE ZONE
= :4�;lDRAIN HOLES
POND INV
/
RISER= 40.0
,00
/
/
71 LF
of 30�� C S P na 2.82%
R_ 37.0
35.0
/X— TOP 34.0
N /
ENERGY DISSIPATION —�
BASIN
NATIVE ROCK or ROCK RIPRAP IF
/
NATIVE ROCK
CONDITIONS
DO NOT
/
30.00 BOTTOM
EXIST.
SECTION A - A
SEDIMENT & ENERGY DISSIPATION BASIN CROSS SECTION
SCALE I" = 10' H
I "= 5'V
i vl _ /G17 %--1-(C)
Ju.h 4, 19gq
SHEET 7rrtF EXHIBIT G
N N/A
DETAIL SHEET
SCALE:
A
AS NOTED
AMENDMENT 1994
DA�MARCH 1994
PROJECT:
S N Y D E R QUARRY
DESIGNED BY
SGB
CHECKED nw RG0
PREPARED BY:
A
Obering, 1' l��T urth & t-iseociatea
PROJECT NO
— 93623
Consulting Civil Engineers
SPL No.-
Registered Land Surveyors
1015 Elkton DriV0 -
Colorado Springs, Colorado _
Phone [phone]
oF3 9HEM
23043
-,r