09R0030_Leech 20Lake 20EBS_Half 20SIze.pdf
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- W912ES09R0030
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| 09R0030_Leech 20Lake 20EBS.pdf | ||
| W912ES-09-R-0030 Specifications.pdf |
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C A N A D A
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
ST. PAULS.A.F. L/D’S
MINNEAPOLIS
GRAND RAPIDS
ST.CLOUD
GRAND
FORKS
EAU CLAIRE
MADISON
PORTAGE
VALLEY
CITY
S O U R
IS
R E
D
IV
F
T H
N
R T
H
M
IS
S
IS
S
IP
P I R.
S T
C
ROI
X
R.
M
INNE
S
OTA
RIVER
VICINITY MAP
CASS
LAKE
WALKER
BENA
FEDERAL
DAM
CASS
LAKE
LEECH
LAKE
MUD
LAKE
LAKE
WINNIBIGOSHISH
MISSISSIPPI RIVER
SCALE IN MILES
03 3 6
LEECH LAKE DAM
RECREATION AREA
LOCATION
PROJECT
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
DEVIL’S
LAKE
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
LEECH
LAKE
MILLE
LACS
LAKE
LAKE
PEPIN
BIGSTONE
LAKE
LAKE
TRAVERSE
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
LAKE
DARLING
SCALE IN MILES
0 200100 100
WI
SCONSIN R.
CH
IP
P E
W A
SHEYENNE R.
GRAND
RAPIDS
N
G-002
V
IC
IN
IT
Y L
O C
A T
IO
N M
A P
R A
W
IN
G I
N D
X
DESCRIPTION CAD. DWG. NO.SHEET.
I.D. NO.
SHT.
NO.
AS-BUILT
DWG. NO.
CONTRACT DRAWING INDEX
H L
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G I- .D
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X-XX/---
LEECH LAKE RIVER
G-001
G-002
C-101
C-102
C-103
C-104
C-105
COVER SHEET
VICINITY, LOCATION MAP & DRAWING INDEX
SITE PLAN
SITE REMOVALS
REVISED SITE PLAN
SITE LAYOUT
MISC. DETAILS
DESCRIPTION CAD. DWG. NO.SHEET.
I.D. NO.
SHT.
NO.
AS-BUILT
DWG. NO.
REFERENCE DRAWING INDEX
M46-P/3_20.1
M46-P/3-21.1
UTILITY SYSTEMS - GENERAL PLAN
UTILITY SYSTEMS - SEWER & MISC PROFILES
HL7401G001GI-001.DGN
HL7401G002GI-002.DGN
HL7401C001GI-101.DGN
HL7405C002CI-102.DGN
HL7405C003CI-103.DGN
HL7405C004CI-104.DGN
HL7405C005CI-105.DGN
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SCALE:1"=100’
MH
SITE PLAN
LEECH LAKE
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MH - PROJECT LOCATION(S)
MH
MH
MH
MH
MH
MH
BM
MANHOLE REHABILITATION LOCATION(S) (8)
(SEE DETAIL MHR ON C-105)
MH
NOTE:
1. Bench Mark is a chiseled "X" on top step of 3 steps at south end of dam near pool recorder house Elevation 1302.26 (1929 adj.)
SEE NOTE 1
LEE
CH
LA
KE R
IVER
PROJECT LOCATION
PARK
MANAGER
MH
MH
#9
#8
#4
Coll.
#5
#2
#1
#6 #7
REPLACE
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US Army Corps of Engineers
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LEECH LAKE
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A L S
VALVE
EXISTING RESTROOM BUILDING TO BE REMOVED
EXISTING FISH CLEANING BUILDING TO BE REMOVED
W
W
EXISTING 6" D.I.P.
80’0 40’
SCALE:1"=40’
SEE NOTE #6
SITE REMOVAL PLAN
ELEV 1301.86
PUMP
HOUSE
SEE NOTE #
MH
#7
ELEV 1301.7
ELEV 1301.9
ELEV 1301.9
Elev 1301.8
Elev 1301.5
Elev 1300.5
WORK LIMITS
Existing Boat Ramp
REMOVAL NOTES:
1. REMOVE EXISTING 10’ x 16’ FISH CLEANING BUILDING AFTER
ACCEPTANCE OF NEW BUILDING AND SEWAGE CONNECTION.
EXISTING BUILDING FOUNDATION TO REMAIN. BLOCK WALLS
ARE 4’ IN HEIGHT. REMOVE ALL DEBRIS FROM SITE. EXISTING
WATER LINE MAY BE ABANDONED IN PLACE.
2. REMOVE STUMP & DISPOSE. LEVEL REMOVAL SITE WITH CLEAN FILL.
3. REMOVE EXISTING VALVE PIT AND VALVES. SPLICE
EXISTING(2) WATER LINES AND LEVELTO EXISTING GRADE
WITH CLEAN FILL AS NEEDED.
4. REMOVE EXISTING REST ROOM BUILDING AND LEVEL SITE WITH
CLEAN FILL AS NEEDED TO RESTORE SITE DRAINAGE AND CONSTRUCT
NEW RESTROOM BUILDING. REMOVE ALL DEBRIS FROM SITE.
5. REMOVE EXISTING 48" MH (#7) AND REPLACE WITH 72" MH. NEW 2"
FORCE MAIN FROM PUMP TANK WILL CONNECT HERE. RECONNECT
EXISTING 6" DIP. SEE C-105 & REFERENCE DWG. M46-P/3-21.1 FOR MH
DETAILS. REMOVE ALL DEBRIS FROM SITE. LEVEL SITE WITH CLEAN FILL.
6. REHABILITATE TOP 2-3’ OF 8 EXISTING MANHOLES AS NEEDED TO STOP
INFILTRATION. SEE SITE PLAN C-101 FOR LOCATIONS, TYP DETAIL MHR ON
C-105 & REFERENCE DRAWINGS MP46-P/3-20.1 & 21.1. REMOVE ALL
DEBRIS FROM SITE.
7. SITE ELEVATIONS ARE APPROXIMATE. SEE SHEET C-101 FOR BM LOCATION.
8. GOV’T TO STAKE WORK LIMITS.
C-102
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Elev 1294.67 W/S
C-103
LEECH LAKE
25’
Existing
New 2" FM (240’)
Install New
Restroom Bldg, Fish
Cleaning Bldg, Pump
Tank, Utilities & Sidewalks
SCALE:1"=30’
0 30’ 60’
6" D.I.P.
4" D.I.P.
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NOTES:
1. Install new Pre-Engineered Restroom Building. See specifications.
2. Install new pre-engineered Fish Cleaning Building. See specifications.
3. Install new 2 compartment sewage tank. See specifications.
4. Gov’t to stake work limits.
MH
MANHOLE
REVISED SITE PLAN
WORK LIMITS
SEE NOTE #4
REVISE MH #7
48" to 72"
NEW MH
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View of Fish Cleaning Building Site and existing Pump House.
New Elec. & Water to New Restroom & Fish Cleaning bldgs.
New 4" Sanitary Line & Electric to Pump Tank
0 20’
SCALE: 1"=10’
10’
New Fish Cleaning Bldg.
(Approx. 26’ x 17’) w/5’ wide perimeter sidewalk.
See Note 2
Existing water faucet
New 2" Force Main
New 4" Gravity Sewer Line
New MH
See Note 3
New Fish Waste Tank
Existi ng
Parkin g Lot
Existi ng
Parkin g Lot
Existi ng
MH
New 8’x 4’ Bench Slab
Work Li mits
Work Lim its
SITE PLAN
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C-104
S
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P ump an k
(1 2’L x
6’W x
6’D
13’ x 8’ Bench slab
Ne w 5’ wi de si de wa lk
Existing P.H.
N e w s id e w a lk
Existing Lines
Existing Lines
New Restroom Bldg.
(Approx 26’ x 26’) w/5’ wide perimeter sidewalks
NOTES
1. Final Pre-Engineered building & sidewalk locations shall be established after building(s) submittals have been approved. Locations as shown are approximate.
2. Disassemble fence as needed to place new sidewalk. Re-erect fence in location directed by Contracting Officers Representative.
3. Re-establish site drainage pattern(s) upon completion of site improvements.
4. Anchor or ballast pump tank to prevent flotation.
5. Work Limits are as shown on C-103. Contractor may request additional work area. Repaint parking lot lines damaged during construction.
6. Approximately 350’ of new 5’ wide sidewalk are required in the new site plan.
S a n ita ry
ELEV -5.0
ELEV .25
M
IS
C
D E
T A
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C-105
2. Abandon existing waterline to existing fish cleaning house.
EXISTING
6" D.I.P @ 1 % Slope
M I N
New 2" Force Main
72" dia.
EQ,EQ, EQ,
24"
B E
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X X
Inspect and remove eroded concrete collar (varies 1-2’ -min)
( 8 Manholes total)
M I N
TYP. MANHOLE
SECTION
SECTION
NEW 72" MH
MH
3 #5’S
BOND BEAM WITH
2 #5 BARS
#5 WALL
REINFORCEMENT
FULLY GROUT
FOUNDATION WALL
#5 DOWEL BAR
6" CONCRETE SLAB
(SUB FLOOR)
TENSION LAP SPLICE
BOND BREAKER
1/2" EXPANSION MATERIAL
1/2" EXPANSION
MATERIAL
1/2" NO. 4 SEALANT
WITH BACKSTOP
MATERIAL (TYP.)
#4 @ 12" O.C.
EW, TYP.
FTW
SECTION
NOTE: CONTRACTOR TO DO FINAL DESIGN
SEE SPECIFICATIONS.
4" SIDEWALK (TYP)
6"X6" WITH W2.9XW2.9
6" GRANULAR BASE
TYP. FOOTING AND SIDEWALK
DETAIL FOR FISH CLEANING
HOUSE & RESTROOM
SCALE: 1"=1’-0"
REINSTALL
SALVAGED
CASTING
ELEV. 1306
MORTAR BETWEEN
CASTING, ADJUSTING
RINGS & STRUCTURE
CONCRETE COLLAR TO
ENCASE CASTING AND
RINGS. CONCRETE CURB
AND GUTTER MIX OR
MORTAR MIX SHALL
BE USED FOR COLLAR
DETAIL OF 48’ I.D. MANHOLE REHABILITATION
MANHOLE REHABILITATION
MHR
MATCH EXISTING GRADE
CONCRETE COLLAR TO
ENCASE CASTING AND
RINGS. CONCRETE CURB
AND GUTTER MIX OR
MORTAR MIX SHALL
BE USED FOR COLLAR
MORTAR BETWEEN
CASTING, ADJUSTING
RINGS & STRUCTURE
M I N
REPLACE 48" I.D. EXISTING MH #7
INV. ELEV 1301.59’
NEW 72" I.D. MANHOLE #7
PUMP HOUSE WATER LINES
1. Tie In for new restroom & fish Cleaning house. Install separate waterlines. Install Gate Valves each line.
Photo of typical Manhole rehab. Upper 1-2’ of adjustment rings are eroded.
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US Army Corps of Engineers
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File details come from the government source that posted it. Updated .