2020-11-19_PERMIT FILE - C1980007 ‎(3)‎

• Permit No: C1980007
• IBM Index Class Name: Permit File
• Doc Date: 11/19/2020
• Doc Name: South Prong Restoration Plan
• Section_Exhibit Name: Exhibit 80 TR-148 South Prong Restoration Plan
• Media Type: D
• Archive: No

p \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ 77 / / / / / // / \\ \\ \ \ \ \\ \\ \\ \\ \\ \ \\ \\ \ \\ \\ \\ \\ \\
END NORTH FORK OF \ \ \ \ \\ o�
`7�02 / / / / / \ SOUTH PRONG CREEK '-
/ ALIGNMENT
10
7714
---
_ ���
7695 -J / / \ \ \ \` TIE IMPROVEMENTS INTO \ \ \ 69) \ \ \\ \ \ . \ \\ \\ ------=-77p4_\\ / ---- �',, _
/ \ \ \\ EXISTING UPSTREAM \ \ \ \\ \\ \ \ \ \ \ '-
___� CHANNEL SECTION \1 \ \ \\, `\ \\ ,----------
-� CONTRACTOR TO COORDINATE �------7702--
\\\ WITH ENGINEER REGARDING -7701-----_ --
\\ CONDITION OF EXISTING BANKS. \,�' -----_
IF THEY CAN BE PRESERVED, p0"' END SOUTH PRONG CREEK
\\ BEGIN SOUTH PRONG CREEK \\ �\ \ THE CONTRACTOR SHALL PROTECT �� ALIGNMENT
I \ AND TIE INTO EXISTING BANKS.
L------ ALIGNMENT .\ \ 0 \ ^� \ x i \
�`� ------ o \ \
�V \ \ \�\ \\ \\ \\ \ \\ 6'
/ \ \ 69 '
/ ll
/ \ \ \ - 7 _
FLOW \ \\ \\\\\ \\ \\ 7 ---- - ,6'9S 9S� \'�\l"
694 --7 69
PC: 1+790
x / S / /
7693 6'
7693 /
BID: 1+72.07 2+00
_,�6$____76BB- o / \
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N a ��h CHANNEL SECTION
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6g2 co SOUTH PRONG CREEK I i // // // /// NOR
/
TIE IMPROVEMENTS INTO c 1`cp ALIGNMENT /// /,/
/ / ALIGNMENT LINE TABLE
Z EXISTING DOWNSTREAM
CHANNEL SECTION PROPOSED TOP OF / // �/ // // // LINE# LENGTH (FT) DIRECTION START POINT (N,E) END POINT (N,E) /
�6o BANKFULL CHANNEL (TYP.)
Q L1 6.67 N48° 41' 21.70"E (1446290.5800,372529.9330) (1446295.5885,372534.3347)
\ I I /_ L2 5.52 S37 10 38.62E (1446310.1576,372532.8662) (1446313.4915,372528.4703)
zo L3 20.67 N78° 05'45.44"E (1446331.5463,372521.7345) (1446351.7725,372525.9983)
L4 25.21 N88° 16' 50.73"E (1446356.7081,372526.5879) (1446381.9064,372527.3442)
z
/ III / // / // // // L5 2.43 N57° 08' 21.13"E (1446407.5363,372535.3221) (1446409.5780,372536.6410)
o // ESTIMATED LIMITS i I6g6
/ OF DISTURBANCE I / // // // // / ��� L6 6.98 N11° 33' 33.79"E (1446354.1906,372526.3984) (1446355.5895,372533.2381)
L7 8.39 N23 37 21.65 W (1446354.5733,372542.8557) (1446351.2114,372550.5424)
\ o r r r
N __-\\ \ / 1gg� L8 16.09 N12 58 01.28 W (1446350.2787,372553.3636) (1446346.6675,372569.0465)
Ld
------------- 5 ALIGNMENT CURVE TABLE
69_ ___---7695-----_-_ ���� \ \\\ 6gg //i/// // // // // //
of `_____- /�� 6 ' _\\ \\\ 7 ///// / // / // // // / / // // // CURVE # RADIUS (FT) LENGTH (FT) CHORD DIRECTION START POINT (N,E) END POINT(N,E)
�6g \ \ \ \ /////// / // / /
o \\ ------------------ J �' \\\ \\ ��/ // // // // /// /// // // // // / Cl 10.00 16.429 S84° 14' 38.46"E (1446295.5885,372534.3347) (1446310.1576,372532.8662)
___
\ -- -�6g� \ \ \ \\\ //%//// / / / / // // / // // // / 1446313.4915,372528.4703 1446331.5463,372521.7345
i '� ------------- C2 18.00 20.334 S69 32 26.59E ( ) ( )
cy) \\\ - __------__ �� ! _� j // /// /// /// // // /// // /// /// // C3 28.00 4.977 N830 11' 18.09"E (1446351.7725,372525.9983) (1446356.7081,372526.5879)
C14 -------------- --__ RESTORATION OF DISTURBED AREAS OUTSIDE
co
of CALL COLORADO ____ ---------__ OF PROJECT BOUNDARY (E.G. ACCESS ROAD) /// / // // // // // // // // // / C4 50.00 27.176 N72042' 35.93"E (1446381.9064,372527.3442) (1446407.5363,372535.3221)
R __-- ---- TO BE COMPLETED BY OTHERS. C6 16.00 9.825 N06° 01' 53.93"W (1446355.5895,372533.2381
v 1 _---7700 ) (1446354.5733,372542.8557)
� OR CALL UTILITY NOTIFICATION __ ------ --_ / ^ / I C7 16.00 2.976 N18° 17'41.46"W (1446351.2114,372550.5424 1446350.2787,372553.3636
6ELVTE�OF�Ot6FrA60 -___-__ / / / //// / / / / / / / / ) ( )
1 -800-922-1987
CALL 3-BUSINESS DAYS IN ADVANCE 5 0 5 10 FT
BEFORE YOU DIG, GRADE, OR EXCAVATE
o FOR THE MARKING OF UNDERGROUND
MEMBER UTILITIES
0
0
N
COMMENTS DATE JOB NO.
\ N0. BY DATE DESCRIPTION DESIGN DTL 10/28/20 SOUTH PRONG STREAM RESTORA T/ON PLAN 831-032.921
WRIGHT WATER ENGINEERS, INC.o -- ---- ---- ----
DETAIL DTL 10 28 20 REVISION NO.
2490 W. 26TH AVE. SUITE 100A __ - ---- ---- CHECK SIDS 10/28/20
DENVER, CO 80211 -- -- ---- ---- ---- APPROVAL
xvv SCALE SHOWN HORIZONTAL CONTROL AND GRADING PLAN SHEET NO.
v
[phone] FAX[phone] -- -- ---- ----
o __ ---- HZ.dwg 0
0