2016-09-12_PERMIT FILE - M1989029

• Permit No: M1989029
• IBM Index Class Name: Permit File
• Doc Date: 9/12/2016
• Doc Name: Adequacy Review Response
• From: Aggregate
• To: DRMS
• Type & Sequence: AM4
• Email Name: PSH
• Email Name: WHE
• Media Type: D
• Archive: No

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0
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50 100 150
\ \ Scale In Feet -fir
NOTES: �o:, ^�p;•yyi� rc
\ \ \ 1. FOR WETLANDS,OPEN WATERS AND WATERS OF THE �. N
US LIMITS SEE LANDSCAPING PLANS.
2. FOR PROJECT CONTROL SEE CONTROL LINE B L
\ \ ________ PLAN DWGS CL-01 THRU CL-04. TOE OF BANK SHOWN C -
A _ �_-._ EXST GATE \ \ - \ FOR REFERENCE. H K d Z
-
�� - 3. APPROXIMATE LOCATION OF ANADARKO LINES ARE < rn
SHOWN.IN CASE OF EMERGENCY CONTACT I J
Y w
` �------ � � INFORMATION IS PROVIDED IN THE PROJECT co �
LIMITS OF ----------------- COORDINATION SPECIFICATION. N
CONSTRUCTION,TYP EXST FENCE —' _
_ � � 4. SURVEY WAS COMPLETED FEBRUARY OF 2015. EDGE
OF WATER AND OVERALL TOPOGRAPHY IS EXPECTED KEY MAP Oj
TO DIFFER SLIGHTLY FROM EXISTING TOPOGRAPHY < o J
SHOWN. IF FIELD CONDITIONS VARY SIGNIFICANTLY w
FROM WHAT IS SHOWN NOTIFY OWNER'S _
REPRESENTATIVE OF DIFFERENCES IMMEDIATELY. S_5 O a
d CITY 13 L 100058 T 5. FOR TREE REMOVAL INFORMATION SEE G-020. <wa
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TEMPORARY
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FOR MAINTENANCE ROAD , \ �- ` ( ^ — —
EAST OF BRIDGE PROFILE/ >o \ -� ,� '8� /j/ \_ _ F w x
SEE DWG CS-07 y \� \ �. _\yh < o�
\ J \lv mw
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� � o
PROTECT
EXST TREES��� A �O '^ - '._.) j�✓ VL8b/�.•� I / ��I /�-' \ \ i w
03
I
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\\ o w
CONTRACTOR TO
VERIFY POSITIVE GRADE -_
j \\ PROPERTY LINE,TYP m o Qi
ool
O
EDGE OF WATER yi
�..a J H U
z p4T 0
B
LuGs
\ \ CONTRACTOR TO PROVIDE
POSITIVE GRADE IN - Q©
M PRE-FLOOD CHANNEL,
- Q
w
O B� `. \ o (J SEE DWG C-103 FOR �� / Gi / c=i '
\ oy \ ENLARGED PLAN DETAIL r �� / / , w
L)
APPROX LOCATION OF GAS LINES.CONTRACTOR TO FIELD _
\ J O / / CIS ` _ VERIFY AND COORDINATE DURING CONSTRUCTION. ( H4 7\00 U i
w 0
W �Ao �� / / i/ r \ . :
a y, 7 w o C�
w p� _ (� _ZW
w _
g l _
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�� w�a� I s 1 ✓� �a 1 1�� \��/� 1J Z w
= RERMOVE - .I 'B7 _ / .��1� !� /�, ` \ � o U Z
I—I OW A\ ^ %i f L� \VBELU SANDBAR TO
Q WATER SUFACE 4 a Q
F—
17-OI
2'THICK TYPE M '1'� I - g ��i9
SOIL RIPRAP 1 �6.00 4.00
FROM STA B10N 10+00 — V
D TO STA B10N 15+30 DT-01 - `'� rr I '�'l �} ��S%
\ /�". S G$ /,� ✓� CONTRACTOR TO PROVIDE I\/
-�..\ B14N 14+00) 87 = / i F APPROX 20'BOTTOM WIDTH --
SHADINGPASTTOE �4a7 �'�,/�/� I f� MINIMUM AND 4:1 SIDE SLOPES
OF BANK INDICATES \ _ LIMITS OF SOIL - ='J�- -1 TO EXST GROUND 131307000062
BELOW GRADE RIP RAP SEE \ \ _ I __`_ RAP,NP �_I __Q�-$ /� CITY OF LONGMONT I Q
SECTIONS FOR DETAIL.TYP
_ I VERIFY SCALE
BAR IS ONE INCH ON U
Mq TCH�INE_ ORIGINAL DRAWING. Z)
D� I W
wG C'-O 2'THICK TYPE R —,r / �- DATE JULY 2016
OS 9 SOIL 14N 10 FROM �
O � STA 814N 10+00 TO PROJ 653819�
U STA B14N 11+19 DWG C-007 Z
Q
SHEET 35 Of 103 V
$PWURL SPWPATH FILENAME:SSR-FD-0007.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:31:09 AM