2016-09-23_REVISION - M2004031

• Permit No: M2004031
• IBM Index Class Name: Revision
• Doc Date: 9/23/2016
• Doc Name: Corrected Spillway Design Drawings
• From: Aggregate Industries
• To: DRMS
• Type & Sequence: AM1
• Email Name: ECS
• Media Type: D
• Archive: No

BURY RIPRAP USING 6"OF
TOPSOIL OR OVERBURDEN
MATCH EXISTING SLOPE-NO �36'TYPE H BURIED RIPRAP
STEEPER THAN 2.5:1 TOP CUTOFF WALL
15' EL.5040.8
JURISDICTIONAL WETLANDS (HIGHER ON SIDE SLOPES)
DO NOT DISTURB
C CONCRETE SPILLWAY SILT FENCE — — —
36'LAYER VEGETA D TYPE H BURIED RIPRAP T CUTOFF WALL EL.SORD.B SEE DETAIL E,SHEET 1 V LAYER TOPSOIL /
Sp30 OR OVERBURDEN 5060
URI PLATTE EXISTING GROUND 12*CONCRETE TOP CUTOFF
RIVER JURISDICTI WETLANDS 15' WALL EL 50390 3UREDLAYER TYPE H
15 URIEDRIPRAP SEE DETAIL G,
------------ RECLAMATION 'ro
SD40 ---- - OPE3:1)H:V) wao TYPE H BURIED THIS SHEET
SCARIFY TOP 1-COMPACT T RIPRAP
6033 S______
OUT PLATTE -SILT FENCE 596 STANDARD PROCTOR
THALWEG 5025 CONCRETE SAND
,V AND_ SLURRY WALL
EL.5028 CONCRETE CUTOFF WALL
wzo
curoFF wnu s0zo
SEE ETAIL D,SHEET{ 10'TYPE II BEDDING I 10"TYPE II BEDDING
APPROXIMATE
„IG„VYALL APPROX.TOP RIVER SIDE CUTOFF WALL
5000 CONCRETE CUTOFWALL FBE OCX SDI rD AND RIPRAP SECTION (TYPICAL)
-300 -250 -2D0 -150 -1DD -SO 0 SO 1 0 1�iy
SCALE:
NOTE:
EXISTING TYPE M RIPRAP BASED ON BANK STABILIZATION 0 10 20
PLANS FOR METRO WASTEWATER RE-AERATION WEIR w SCALE IN FEET
SPILLWAY TYPICAL SECTION LU y
G201 SCALE: U as
VERTICAL 0 15 30 NO.4 REBAR ON
HORIZONTAL 0 30 60 6"PVC WATER STOP v 18"CENTERS
JOINT SEALANT RIBBED W/CENTER BULB EACH WAY
I�1/4' w
w_ �o
U a
T 00 q
1"71 MIN. 7 I 1/4' p m U NO.3 REBAR ON
I 18"CENTERS En
CLR.
2
EACH WAY
e w
NOTE:
112"PJ BACKER R CONSTRUCTION NO.4 REBAR ON uj—
L—� JOINTS SHALL NOT 18"CENTERS C)a
EXCEED 15'SPACING. EACH WAY 70 De
3 NO.4 REBAR ON NOTE:MINIMUM U
CONSTRUCTION JOINT ��1 CONCRETE SPILLWAY(TYPICAL) ,z"CENTERS REBAR SPLICE a 6"PVC WATER STOP
EACH WAY LENGTH 1'-3" RIBBED W/CENTER BULB
SCALE: - SCALE:
- 1'
$ 15' 0 5 10
J
- SCALE IN FEET PIT SIDE
TOP OF r CONCRETE CUTOFF WALL (TYPICAL)
CUTOFF WALL BURY RIPRAP SCALE:EL.5039
(HIGHER ON USING 6'TOPSOIL OR 6"CLR n
.
SIDE SLOPES) OVERBURDEN 0 1 2
SCALE IN FEET
J
\ "36 TYPE H BURIED RIPRAP
� TOP OF CONCRETE
CUTOFF WALL REBAR SPNIMUM
LICE NO.4 REBAR ON
EL.50 (PIT SIDE)
€ / EL.504040.8(SPILLWAY SIDE) LENGTH 1'-3" 12EACH WAY
s 5 O O 3 1 BEGIN CUT
FLOOR OF MINE 1
Ii BEGIN CUT I BIKE PATH
BIKE PATH SLOPED 20:1 1
5050 10 SLOPED 20:1 TOP OF CUTOFF 5050
\ _ / -- — -- EXISTING I WALL HIGHER ON 10 r-G RIVER SIDE CONCRETE CUTOFF WALL (TYPICAL)
GROUND 10 SIDES LOPES —
SLOPE 10:1 ——_ — — SCAL E
10"TYPE II BEDDING 5040 5040 0 1 2
yI SEE DETAIL F,THIS SHEET SCALE IN FEET
� I�_ I v: BURIED TYPE H
a y -..��L.—rL`---T—r-----L----r—=��1 RIPRAP TO
PIT SIDE CUTOFF
LL
E AND RIPRAP SECTION TYPICAL 5030 /' +--�-- '- -----i------ ----+ I RIVERELEVATION SIDE
O
it
—r----—J-- 5030 RIVER SIDE AND TO
(TYPICAL) BOTTOM OF MINE ON
'01" SCALE: TOP OF CUTOFF 200 MINE SIDE
WALL HIGHER ON
0 SCALE IN FEET 10 5030 SIDE SLOPES CONCRETE CUTOFF WALL solo SEO FILE NO AGGREGATE INDUSTRIES
NOTES: a+oo B+DO 7+00 8+00 5+00 HAZELTINE GRAVEL RESOURCE
REVISIONS
1. CONCRETE CUTOFF WALLS TO BE PLACED IN EXCAVATED TRENCH. �� CUTOFF WALL PROFILE NO. DESCRIPTION DATE By SPILLWAY DETAILS
N G201 SCALE: 1 RIPRAP TYPE 05/08 GL
2. EXTEND BURIED RIPRAP AND CUTOFF WALLS A MINIMUM OF 10'BEYOND TOP vERncAL 0 10 20 2 RIPRAP EXTENSION 07115 GL TETRA TECH
� OF SPILLWAY CUT ON BOTH RIVER AND PIT SIDES OF SPILLWAY.
3 RAISE SPILLWAY 1 FOOT 12/15 GL
HORIZONTAL 0 50 100 JOHECKED
ESIGNED BY: EA13 APPROVED BY: RJT JOB NO. OwG:
3. RESEED ALL DISTURBED AREAS. SCALE IN FEET RAWN BY:FWP DATE: 01-15.0e
19-3919.018 sHEEr:
BRAWN
GL SCALE: AS NOTED C+'2O3