2018-01-26_REVISION - M1982147

• Permit No: M1982147
• IBM Index Class Name: REVISION
• Doc Date: 1/26/2018
• Doc Name: Request for Technical Revision
• From: Kurt Carlson
• To: DRMS
• Type & Sequence: TR6
• Email Name: JLE
• Email Name: WHE
• Media Type: D
• Archive: No

LOW POINT
STA - 69+05.79 4982.70
END DRAINAGE CHANNEL 'h U
STA 45+57.63
N: 1215257.53 /'✓/ R''""'
E: 3174619.03
LAKE 2 (SEE DETAIL, SHT 10)
LAKE 1
LAKE 2 OUTLET
STA = 45+89.64
(SEE DETAIL, SHT 9)
43
+fi
� P
� N
APPROXIMATE DRAINAGE CHANNEL ALIGNMENT JQ
ENGINEER AND CONTRACTOR TO DETERMINE 0V
FINAL LAYOUT IN FIELD DURING CONSTRUCTION
QP END DRAINAGE CHANNEL Q Z J
STA 57+71.73
OUTFACE HEADWALL STRUCTURE 5y}00 N: 12l4968.62 W
STA 50+05.87 E: 3175681.79 F UO N: 1214923.77 (SEE DETAIL, SHT 10) O W d
E: 3174955.21 m
(SEE DETAIL, SHT 10) BEGIN DRAINAGE CHANNEL N Z 0 Z
/ STA = 50+35.79 W Z Q
1174979.51
40 APPROXIMATE DRAINAGE CHANNEL ALIGNMENT Y O
BEGIN DRAINAGE CHANNEL ( E DETAIL,0 Z
STA = 26+40.52 ENGINEER AND CONTRACTOR TO DETERMINE tj
(SEE DETAIL, SHT 10)
N FINAL LAYOUT IN FIELD DURING CONSTRUCTION
E: 317309173091. g
: L.5 3 W�. a
(SEE DETAIL, SHT 10) Z
ZZVI LLu
LAKE 2 INLET C O
STA - 26+08.54 i
(SEE DETAIL, SHT 8) V H
OUTFALL HEADWALL STRUCTURE
STA = 22+00.75 W (�
: 1213846.48
E: 3173295.26
(SEE DETAIL, SHT 10) Q �'
END DRAINAGE CHANNEL J y
J 0
STA - 21+70.61 ; Z
N: 1213819.77
E: 3173309.24 APPROXIMATE O
(SEE DETAIL, SHT 10) DRAINAGE CHANNEL Y Q
ALIGNMENT W
NOTE: u a
APPROXIMATE DRAINAGE CHANNEL ALIGNMENT SHOWN. C 0
LAKE 3 ENGINEER AND CONTRACTOR TO DETERMINE FINALCC
O H
LAYOUT IN FILED DURING CONSTRUCTION. E' Lu
BEGIN DRAINAGE CHANNEL
STA - 16+23.12
N: 1213334.65 TOy. qqt
E: 3173563.01 5+00 0+00
(SEE DETAIL, SHT 10) _ 4988.00 =
z
o '
STA 7+01.75 a "
& �t
r canoux 111EItIA a
2DO 100 0 200 400 Ba0 DRAFT s
SC1IE M,FF1 NOT FOR o E
CONSTRUCTION e
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oo � ,
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5050 5050 o A
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5025 wn
LAKE 3 DESIGN WSEL 5019 .�tr e^-_- EC 70D o
r .. . __
A 5025
LAKE 2 GATE INVERT LAKE 2 GATE INVERT '' �t. I TLS '
LAKE 2 DESIGN W . 5015
\ STRUCTURE INVERT 1 LAKE 1 DESIGN WSEL: 5012 F _'
\� STA: 22+00.75 I �� ��� ��� •••5000 ` ELEV: 4988.00 / + A�00
STA: 16+23.12 / STA: 26+08.54 STA: 45+89.64 STRUCTURE INVERT Y`
ELEV: 4989.00 ELEV: 4987.00 ELEV: 4986.00 STA: 50+05.87 STA: 74 `C
STA: 0+54.83 ` .� --- - - \ EL EY: 4984.00 / LF�1(C(.��J�`y� o
ELEV: 5005.47 ', l`
\\ STA: 21+70.61 STA: 26+40.52 -- -� -- - -�-0";a\,Nv��G d
4975 `STA: 7+01.79 r ELEV: 4988.05
ELEV: 4988.00 ELEV: 4986.45 ELEEV:4955.35 4975
STA: 50+35.79 $TA: 57+71.73 STA: 69+05.79 �` E
ELEY: 4983.97 ELEV: 4981.28 ELEV: 4982.70 8
s°
4950 4950 sh-
-m ' o 0 00 0 -- a -
T.
0 -
0+00 2+50 5+00 7+50 10+00 12+50 15+00 17+50 20+00 22+50 25+00 27+50 30+00 32+50 35+00 37+50 40+00 42+50 45+00 47+50 50+00 52+50 55+00 57+50 60+00 62+50 65+00 67+50 70+00 72+50 75+ 0 (1T
E