2021-04-07_PERMIT FILE - M2021019

• Permit No: M2021019
• IBM Index Class Name: PERMIT FILE
• Doc Date: 4/7/2021
• Doc Name: Adequacy Review Response
• From: Ames Construction, Inc.
• To: DRMS
• Email Name: JPL
• Email Name: JLE
• Email Name: SMS
• Media Type: D
• Archive: No

TABULATION OF STRIPPING
O
LOCATION DEPTH AREA VOLUME
NOTE,
FT SF CY A PORTION OF ITEM STRIPPING 7
51+00 65+75 2 226,046 16,744 (203-00600) 11,091 CY SHALL BE USE TO
58+20 65+40 0.5 75,260 1,394 FULFILL ITEM TOPSOIL (207-00205).
67+05 77+55 0.5 1 234,357 4,340
76+78 81+00 2 40,437 1 2,995
204+00 210+00 2 76,755 5,686
TOTAL 652,855 31,159
EXISTING R.O. .
STA 64+92
OFF 158.0'
e 8 STA 65.00
8 OFF 145.3'
+ STA 65.29
STA 63.32 OFF 146.1'
OFF 154.2' STA 65+51
STA 51.00 OFF 136.9'
OFF 61.4' STA 65.75
STA 61+91 OFF 98.4'
OFF 134.2' � B
STA 60+56 1�
OFF Q 113.4' STA 65 STA 52+51 EXISTING R.O.W. STA 58+20 OFF 136.
V OFF 53.2' OFF 78.0' STA 60+60 a,
OFF 114.2' STA 40
4� STA 53.83 + STA 58.72 OFF 132.4'
OFF 52.7' OFF 83.3' - 1
� STA 56.95 „% STA 65-40 �Z
O OFF 62.7' STA 59.14G) STA 62.79 STA 64.15 OFF 11.0'
STA 55.17 OFF 89.9' + OFF 2 OFF 134.4'
70 OFF 55.1' STA 56.09 STA .66 � /1 STA 63.41 - STA 65.09 y
OFF 56.6' OFF .7 OFF 132.3' OFF 10.7'
J _ -'STA 60.60 STA63.84 OFF 85.05
STA 6 -7
IV. �EMAy ACE OFF 1e3.1' '� OFF 133.0' STA 64+56
a ( STA 61.17 STA 63.50 OFF 17.6'
CL J STA 51.56 OFF 109.9' OFF 23.8' STA 65+48
m OFF 67.9' LIMITS OF PREVIOUS OFF 142.4'
STA 51.00 EMBANKMENT PLACED STA 62.19
STA 65•le
a_ OFF 62.8' STA 52.67 OFF 15.7' OFF 148.3'
Q OFF 61.5' ___ STA 61.14
Q OFF 5.2'
STA
-09
EXISTING R.O.W. STA 59.11 OFF 5e1'
cm
STA 58.20 OFF 13.5'
PROPOSED R.O.W. OFF 19.2' STA 64+82
9- OFF 181.�
N STA 63.96
STA 57+04 STA 63.34 OFF 181.4'
N OFF 73.5' STA 57• OFF 178.7'
m OFF 91.1' STA 8 9 STA 62+42
a OFF 183' STA 60 44
STA 61+42 OFF 170.5'
m OFF 138.4' OFF 156.3'
m
Q,
LEGENDe
Q�PDO LIEF
a y •
6' CUT GA ANN
cr
j
• 9
u 24' CUT
r- O/''E
45841
____ LIMITS OF PREVIOUS A-03/09/2021��
a EMBANKMENT PLACED
i Q�:•., ••��'
NOTE, / `cSSIONAI.��G
z 0' 50' 100' zee' STATIONS AND OFFSETS ARE BASED OFF
a THE N. LEMAY AVE. PROPOSED ALIGNMENT. /
m
N
n REVISIONS: DATE: CITY OF FORT O. y �� ❑ FOR REVIEW
COLLINS,' City Of DESIGNEE)
ED BY: DRAWN BY: I PISTRIP-01
xl�ENGINEERING DEPT. ��n5 TRANSPORTATION ® FOR CONSTRUCTION N. LEMAY AVENUE REALIGNMENT Y �•rN. SHEET
SCALE. DATE. STRIPPING LAYOUT PLAN
w CAPITAL PROJECTS Engineering ECM o 1pms,G,ce w�V;„aye Ca„n,,, 03/09/2021 AS-BUILT
f Qa�'.<'oinlen,Iineer ing T303.228.3000 F303228.3WI OF