2023-12-07_REVISION - M2002020 ‎(2)‎

• Permit No: M2002020
• IBM Index Class Name: Revision
• Doc Date: 12/7/2023
• Doc Name: Adequacy Review Response
• From: City of Greeley
• To: DRMS
• Type & Sequence: TR3
• Email Name: HR1
• Email Name: MAC
• Media Type: D
• Archive: No

NOTE:
0' 7.5' 15' 30, ONLY THE TOP TWO COURSES OF
BOULDERS ARE SHOWN FOR
u CLARITY
1 INCH=30 FEET(11 X 17)
1 INCH=15 FEET(22 X 34)
ss
o \ \
\ O
� � o
\ \ \ \ o 0 0 4665
\ \ o
O
9x�
O / CO
\ O
� � N
� O
CY)
o \ >
8FT VOID FILLED RIPRAP APRON \ 0
SEE SHEET D1 Z
0
d q� ALIGNMENT FROM HYDRAULIC MODEL / U
to
LU
4660
��— J
66 — Z
E. d d a �� ���� CACHE LA PC@ RIVER
0
LOWER TWO WALLS TO BE KEYED INTO a , �
r THE BANK A MINIMUM OF 1 OFT AT A
30 DEGREE ANGLE FROM THE BANK AS
SHOWN. BACKFILL TO EXISTING GRADE da `
z AND REVEGETATE _
PROPOSED FENCE �}` — _ _ _4665
APPROX. 25FT X X1
SEE SHEET D3 46�0
d `
d a d ^
6
LI�F�
EXISTING POUDRE RIVER TRAIL d
BOTTOM ROCK WALL, SEE TYPICAL SECTION ON SHEET Di
LOWER PLANTING BENCH U 4388 z;
N MIDDLE ROCK WALL, SEE TYPICAL SECTION ON SHEET D1 -p
UPPER PLANTING BENCH 'Q• ;••
SOIL FILLED RIPRAP SLOPE, SEE TYPICAL ••••C�G�
SECTION ON SHEET D1 S�ONA\.`
CRUSHER FINES BUFFER,
SEE SHEET D1
Print Date: Nov 30, 2023 Sheet Revisions ^ POUDRE PONDS BANK STABILIZATION PROJECT Project No./Code
File Name: Stabilization Plan.dwg Date: Comments Init. Otak i STABILIZATION PLAN
8
ctnof/ V\ No Revisions: 20119E
G reeley Revised: Designer: CR Structure
3 � Detailer: KM Numbers
O Void: Sheet Subset: Subset Sheets: Sheet Number C8
0