2018-03-09_REVISION - M1979097

• Permit No: M1979097
• IBM Index Class Name: REVISION
• Doc Date: 3/9/2018
• Doc Name: Request for Technical Revision
• From: City of Fort Collins
• To: DRMS
• Type & Sequence: TR6
• Email Name: AME
• Email Name: WHE
• Media Type: D
• Archive: No

APPROXIMATE EDGE OF 1 1
WETLAND VEGETATION 487 1 -
EXISTING CONTOURS (TYP.) / \
/ / 1 =_/ I 1 PHASE 2 - MAIN UNDERDRAIN LINE
11 (SEE INDEX SHEET C4)
:T
PHASE 2 - MAIN UNDERDRAIN LINE u
(SEE INDEX SHEET C4) LOCATION OF EXPLORATORY TRENCH PHASE 2 - MANHOLE #2 / g TEMPORARY NORTH-SOUTH GRAPHICAL SCALE IN FT:
FOR PHASE 2 UNDERDRAIN DESIGN ) (SEE INDEX SHEET C4) c ROCK TRENCH INSTALLED
(TO BE FILLED ONCE PHASE 2 \ / AS PART OF PHASE 1 TO REMAIN 0 25 50 100 z
UNDERDRAIN HAS BEEN INSTALLED) (SEE INDEX SHEET C3 FOR DETAILS) U y'
\ TEMPORARY EAST-WEST
\ ( ROCK TRENCH INSTALLED
PHASE 2 - MANHOLE M1
/ AS PART OF PHASE 1 TO REMAIN (SEE INDEX SHEET C4)
/ ! (SEE INDEX SHEET C3 FOR DETAILS) I
/ i EXISTING 12" PERFORATED
-487J\ 1 S / UNDERDRAIN PIPE INSTALLED
COTTONWOOD \ (SEE INDEX SHEET C3)AS PART OF PHASE 1
LAND AND
�J I
FARMS LTD I I STA. 1+94.00 W
PHASE 2 - MANHOLE /3 Q
PHASE 2 - SOUTHERN UNDERDRAIN LINE / -487J _ (SEERLL ETAI DL._5I)ANHOLE (TYP.) J Z
7+00� 12" PERFORATED SDR35 PIPE / ® Q
(SEE THIS SHEET) / % RIM ELEV = 4872.7 CITY OF FORT COLLINS Z
N=1lsssaso PARK PLANNING AND Z
E-211,587.01
` 7+50 s+oo s+oo 4+00 �� 3+00 2+0o DEVELOPMENT NOTES = J
-. W
PROPERTY 1. ANY DISTURBANCES TO ACCESS ROAD DURING a J
' BOUNDARY(TYP) PROPERTY OWNER (TYP).—,------
TYP). ' Z LL® \�\ CONSTRUCTION SHALL BE REPAIRED AND RESURFACED.
STA. 6+96.30 i 2. CONTRACTOR IS RESPONSIBLE FOR AS-BUILT SURVEY OF O O
END 12" PERFORATED PIPE ` \\ 1 PROJECT COMPONENTS. ALL SURVEYING MUST BE Q
INSTALL TERMINATION WYE CLEANOUT `7 PERFORMED BY A COLORADO LICENSED SURVEYOR.
AND CONCRETE COLLAR \\ ' 3. DISTURBED AREAS TO BE REVEGEATED WITH THE Q n'
(SEE DETAILS,®dc®) \ I �, FOLLOWING SEED MIX THAT WAS APPROVED AS PART OF N
\ ® / THE DRMS MINING RECLAMATION PLAN: W W
N-116,954.49 '
E-211,173.80 SLENDER WHEAT 3.6 LBSIAC
LODORN GREEN NEEDLE 3.6 LBSIAC Q Z
EXISTING TEMPORARY PVC PIPE FOR\ THICK SPIKE WHEAT GRASS 3.6 LBSIAC
GROUNDWATER MONITORING WELL (TYP.) SIDE OATS GRAMA 3.6 LBSIAC
BQ �� WESTERN WHEAT 2.7 LBS/AC a
)CELDER DITCH ' v INDIAN RICE GRASS ,9 TOTAL o8 0 LBBSIAC
a O
Z Q W Z
J a
~
a 4880 4880 J } Q CC
INSTALL TERMINATION WYE CLEANOUT ip UTILIZE ON-SITE SOIL MATERIAL O Id- G ~
a AND CONCRETE COLLAR UTILIZE ON-SITE SOIL MATERIAL Z TO FILL EXISTING GROUND TO W< U a CV
U GROUND EL. = 4873.4 TO FILL EXISTING GROUND TO of MAINTAIN 3' OF COVER OVER PIPE Z W W Oj
MAINTAIN 3' OF COVER OVER PIPE z o i w _
Q� <_o � � cnarn
m 11
0 `l o� 0 2 0 t O G Q Q W
U EXISTING GROUND ALONG a l a°D o o I X� CC
PROPOSED GROUND z �'c� 0 o w a LL C � = Z r
ALONG CENTERLINE PROFILE CENTERLINE + + O 9 CL C 1
w 4875 N<w Z o w=J 4875 I L Q C
O U LL
a va?m o v~a�cr W C)¢
0 G
PHASE 2 - NORTHERN
190.0 LF. 12" PERFORATED UNDERDRAIN LINE U Q
a SDR35 PVC O 0.10% (SEE INDEX SHEET C6) W
4870 4870 y= ►�y`STj
w 500.0 LF. 12" SOLID SDR35 PVC O 0.10% `
o \!
<
U A0.
TS
INSTALL PERFORATED 12" PVC O t
PIPE PER TRENCH AND SOUTHERN UNDERDRAINELINE \\o
o BEDDING DETAILS,®�
TO MAIN UNDERDRAIN LINE
z (SEE INDEX SHEET C4)
� 4865 4865 �P !`G
0
Qj
z z > a > a
4860 o Z o o 4860
<F HORIZONTAL SCALE IN FT: oz <Z oz
< o
N O z O <I N < < M
w o w rn 0 25 50 100 0 m ai o w m w ai
o m o two o �<m $ a m DRAWN BY: BAS
o a�"7 VERTICAL SCALE IN FT: m o a a o o N< DESIGNED BY: BAS
!2 + JO 1 + n + <� + 11
S tO Q Z W <Z W Z W o a z w CHECKED BY: BAA
d o N w j 0 1.5 3 6 < o < o 0 j d a j PROJECT NUMBER:
F- Z J F Z W H Z W H Z W
u 4855 N z z n w m? v w m? v w m? 4855 COFC 2016.05
7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 -0+40 DATE:
N 03/07/2018
V
SHEET: INDEX:
a
7 C5
REVISIONS:----