2008-03-10_REVISION - M2004078

• Permit No: M2004078
• IBM Index Class Name: REVISION
• Doc Date: 3/10/2008
• Doc Name: RESPONSE TO TR-04 ADEQUACY REVIEW DATED 02/08/2012
• From: CIVIL RESOURCES
• To: DRMS
• Type & Sequence: TR4
• Email Name: ECS
• Media Type: D
• Archive: No

•
.;^-• 4,910 •" - '• ■ _ -
�J - �� EX. INV EL: 4910.31 i
1) \
�4-
o" � III[#1°�AIy:Tr
19 Ia8TG/
,7
./ ,' /
MINING BOUNDARY
11
I I! .I 8m 18 I! I B II
Ni 11111,11101M11121111111111111111/H11111111101,111 11
n! ! nl l!! iIIII IIIIIp1ImIIll11111111ll111Itl111II11 11 11 !II
11'111g i I iil!iiil 1I.1 iltl I lti I III IA
! nn !n 1 1 1 1 1 !! 11! 18! 1 I! . ! I n 1!! !!!"I. !
m !!!
n r n
111 In 11 n
!n n m
NL011W,1111111 101
REMOVE AkD REPLACE' • \
EXISTING'BARBWIRE FENE,
2 +0s
i RI Iil
n 111
11lUIlllll !I 11011 IOIINN0111111001 NIIIWIIINIIIIWWI0U061i111101111
SOUTH BOUND HWY 85
I n tt m I n t im! n n n 1 ' •
n p nn nn I nn In n nF
EX, 6" RCP
n111001 1 ImmmIIn MOH n DODD I nnnnmmunnn
I9I l IIIWIIiIU hull 11 to 8 111188 111 111WIhe11118 Nulls
INSTA
__ _ ON END
3 +50
/ 5' WIDE CHANNEL
/BOTTOM
/ •/
/ // /
i TYPE H RIPRAP: ,
/ / 168 SY/
/ / SALT FEFICE ;;; jype H
/ /
/ / 1
/
, / m N ,
/ p °1
/ /
`
4924'
4922'
4920'
4918'
4916'
4914
4912'
4910'
4908'
4906'
4904'
4902'
4900'
4898'
MINING BOUNDARY
/ / , T :
/
/ ! // / / , ! 1 \,t
tt
•
•
•
•
•
•
PIPE PLAN & PROFILE
• w
ID
g N U °
a; CI
2 +50
207.3 LF 24; I.D CASING PIPE`,
225.518 16 "1.0 CARRIER PIPE',
1 2 +75
• MINING BOUNDARY
NORTH BOUND HWY 85
•
•
\ \\ \
\ \\ \k \ A
\\\ \\
EX. 36i RCP
• r;
■ su.luapi ��Cu•.!�d .). .j
• STA: 3 +73.8 • 11
'BLIND FLANGE
16' I.D. HDPE
CARRIER PIPE
3 +75
STA: 3 +68.82
END OF CASING
0 10 20
W.M1 VIM
207.3 LF 24" I.D. CASING PIPE BORED a 0.75%
ALL WORK SHALL BE DONE WITHIN THE MINING BOUNDARY.
UNDER NO CIRCUMSTANCES SHALL ANY WORK BE DONE
OUTSIDE THE MINING BOUNDARY
STA: 1 +01.38
- BIR6T
EL: 4907.18 TYPE H RIP RAP
/ PROPOSED GRADE 0.5%
_Tatfrardik " -
EAST EDGE OF SOUTH PLATTE
FORCE TYPE BAFFLE
SWALE INV EL: 4906.83
(EDGE OF WATER ON3- 16.07) I
1 WEST END OF BAFFLE
STA: 1 +01.38
END OF GROUTED RIP RAP STA: 1 +41.83
STA:51 +31.83 GRADE EL: 4907.72
1 +00 1 +25 1 +50
w
5' I EX 20' ACCESS EASEMENT ACCE /
RECEIVED
MAR 1 0 2008
Division of Reclamation,
Mininn al,ri S t„
3 /
✓ /
//
EX DIRT
1 +75
2 +00
SOUTHBOUND HWY 85 _
2 +25
O 2.5 5 VERTICAL
O 5 10 HORIZONTAL
( IN TEt'l )
2 +50
2 +75
NORTH BOUND HWY 85
3 +00
NOTES:
1) ALL RIPRAP TO HAVE 6" TYPE 2 GRANULAR BEDDING LAYER IMMEDIATELY BELOW RIPRAP.
2) TYPE H RIPRAP (Dse =18 ") MATERIAL SPECIFICATIONS PER URBAN DRAINAGE AND FLOOD CONTROL DISTRICT.
3) THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING BORE PITS MEET ALL OSHA SAFTEY REQUIREMENTS.
4) ALL WORK/DISTURBANCE SHALL TAKE PLACE WITHIN MINING BOUNDARY ONLY.
5) CONTRACTOR SHALL INSTALL THE NEW 36' RCP AT THE SAME SLOPE AND ALIGNMENT AS EXISTING PIPE. 36" RCP SHALL
HAVE A MINIMUM OF 1 FOOT COVER.
6) ALL DISTURBED AREAS THAT ARE NOT COVERED WITH RIPRAP SHALL BE SEEDED WITH NATIVE SEED AND 20 WILLOW
PLANTINGS. LOCATION OF WILLOWS WILL BE DIRECTED BY THE ENGINEER.
N0.
\\ 3
s I MARK END OF-
PIPE W111 2x4
Z 10
3+25
DEYJIIPTION BY
REVISIONS
DATE
3 +50
CITY & COUNTY OF DENVER
LUPTON LAKES DEWATERING OUTFALL
PLAN & PROFILE
DESIGNED BY: AIS
DRAWN BY A1s
CHECKED BY:
HATE. FEB 2008
sail. AS NOTED
3 +75
X18 NO.
4924'
4922'
4920'
4918'
▪ 4916'
4914'
__w_
1.8' COVER _
CASING PIPE— 4912'
4910'
4908'
4906'
4904'
4902'
4900'
4898'
\
323 NN Street, P.O. Bps 680
CIVIL R E S'JU R C E S, L L C F,od ,1d co 805 o3 833 zeso (0
DWG:
SHEET:
C2