F O N C T I O N N A L I S A T I O N D E S C O Û T S E N T ...
Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd...
9
C LE V E L AND AV E E TEMPORARY ELECTRICAL FEED CONSTRUCTION TRAILER AREA 71 PLAN ( PHA S E 2 & 3) T R A FFI C I M PR OV EM EN T LOG I S T I C S AND MSG GRAPHIC SCALE 0’ 75’ 150’ 300’ PROPERTY LINE S OU T H M I SS I SS I PP I R I V E R B OU LE VA R D F ORD PARK WAY AV E NU E W O O D L A W N B OU LE VA R D M T . C U R V E AV E N U E C R ET I N F ORD PARK WAY PROPERTY LINE RAILROAD TRACK FENCE EXISTING SIGNAL LEGEND INGRESS/EGRESS CONSTRUCTION ACCESS WORKER PARKING CONSTRUCTION HMW WASHING STATION TEMPORARY WHEEL TRAFFIC NOTES A 50’ 162 ’ SECTION A-A VERT 1" = 30’ SCALE: HORIZ 1"=100’ A LIMITS OF PHASE 2 & 3 FORMER MAIN ASSEMBLY BUILDING SHACK FORMER FRAME FORMER GAS HOUSE FORMER FIRE WATER STORAGE TANK FORMER DIESEL PUMP ENCLOSURE HOUSE PUMP FORMER DIESEL FORMER PAINT FACILITY FAN FARM FORMER BUILDING GATE RELEASE FORMER CENTER TRAINING FORMER FORMER HAZMAT CANOPY APPROX 82,000 CYD CRUSHED CONCRETE STOCK PILE AREA 90’ 36’ 36’ 18 ’ 2 2 1 1 6 4 18 35 27 AVERAGE SECURITY VEHICLES PER DAY AVERAGE DELIVERY TRUCKS PER DAY AVERAGE ADMINISTRATIVE EMPLOYEE VEHICLES PER DAY AVERAGE CONSTRUCTION EMPLOYEE VEHICLES PER DAY AVERAGE CONSTRUCTION TRUCKS PER DAY FACILITIES STAND ALONE RESTROOM EQUIPMENT AREA CONCRETE CRUSHING BASIN TEMPORARY SEDIMENT BASIN TEMPORARY SEDIMENT PROJ ECT W :\Pr oj ect s \Pr oj ect s F- J \FORD0078\CAD\CUT SHEETS\Ph as e 2\FORD0078_SL01_Ph as e 2. dgn 12/ 3/ 2012 79 S A I N T PAU L, M I NN ES O T A T W I N C I T I ES A SS EM B LY PLAN T KEY PLAN tkda.com 651.292.4400 Saint Paul, MN 55101 444 Cedar Street, Suite 1500 BY DATE NO. DESCRIPTION 1 LLH DATE: OF THE STATE OF MINNESOTA PROFESSIONAL ENGINEER UNDER THE LAWS AND THAT I AM A DULY LICENSED BY ME OR UNDER MY DIRECT SUPERVISION SPECIFICATION, OR REPORT WAS PREPARED I HEREBY CERTIFY THAT THIS PLAN, PRINT NAME: SIGNATURE: LICENSE # 50097 Jeffrey Lynn Snyder 11/9/2012 SITE PLAN SUBMITTAL
Transcript of Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd...
CLEVELAND AVE
E
TEMPORARY ELECTRICAL FEED
CONSTRUCTION TRAILER AREA
71
PL
AN (P
HA
SE
2
&
3)
TR
AF
FIC IM
PR
OV
EM
EN
T
LO
GIS
TIC
S
AN
D
MS
G
GRAPHIC SCALE
0’ 75’ 150’ 300’
PROPERTY LINE
SOUTH MISSISSIPPI RIVER BOULEVARD
FO
RD P
AR
KW
AY
AVENUE
WOODLAWN
BOULEVARD
MT. CURVE
AVENUE
CRETIN
FO
RD P
AR
KW
AY
PROPERTY LINE
RAILROAD TRACK
FENCE
EXISTING SIGNAL
LEGEND
INGRESS/EGRESS
CONSTRUCTION ACCESS
WORKER PARKING
CONSTRUCTION
HMW
WASHING STATION
TEMPORARY WHEEL
TRAFFIC NOTES
A50’
162’
SECTION A-A
VERT 1" = 30’
SCALE: HORIZ 1"=100’
A
LIMITS OF PHASE 2 & 3
FORMER MAIN ASSEMBLY BUILDING
SHACK
FORMER FRAME
FORMER GAS HOUSE
FORMER FIRE WATER STORAGE TANK
FORMER DIESEL PUMP ENCLOSURE
HOUSEPUMP
FORMER DIESEL
FORMER PAINT FACILITY
FAN FARM
FORMER
BUILDING
GATE RELEASE
FORMER
CENTER
TRAINING
FORMER
FORMER HAZMAT CANOPY
APPROX 82,000 CYD
CRUSHED CONCRETE STOCK PILE AREA
90’ 36’36’
18’
2 2
11
6
4
18
35
27
AVERAGE SECURITY VEHICLES PER DAY
AVERAGE DELIVERY TRUCKS PER DAY
AVERAGE ADMINISTRATIVE EMPLOYEE VEHICLES PER DAY
AVERAGE CONSTRUCTION EMPLOYEE VEHICLES PER DAY
AVERAGE CONSTRUCTION TRUCKS PER DAY
FACILITIES
STAND ALONE RESTROOM
EQUIPMENT AREA
CONCRETE CRUSHING
BASIN
TEMPORARY SEDIMENT
BASIN
TEMPORARY SEDIMENT
(#20) ACCESS E
ASEMENT
(#20) ACCESS EASEMENT
ELE
CT
RIC E
ASE
ME
NT
(#23,
#24)
PR
OJE
CT
W:\
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KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
L STRUCTURE
L STRUCTURE
180°
NEW 24" RCP
NEW 24" RCP
APRON
POND EL. 805.0
BOTTOM OF
EL. 807.0
TO PROVIDE OUTER RING)
3/8" x 2" FLAT BAR (ROLLED
ANCHOR & CLIPS
PROVIDE (4) - M16 STAINLESS STEEL
EL. 803.0
EL. 805.0
72
NEW 12" RCP
~
1:5
1:5
SOUTH DRY POND OUTLET CONTROL STRUCTURE
EL. 799.6 6
TYPE IV - SPEC. 3733
GEOTEXTILE FILTER, MN/DOT
ALL REBAR SIZES ARE METRIC UNLESS NOTED OTHERWISE.
PROVIDE FULL PENETRATION TACK WELD EVERY OTHER BAR (MINIMUM).
CONCRETE BASE PER MN/DOT STANDARD PLATE 4011.
RISER FOR GRATE PER MN/DOT STANDARD PLATE 4020.
PRECAST MANHOLE STRUCTURE TYPE 4020 WITH TAPERED
KEY PLAN
1
2
3
4
BE FLUSH WITH FINISHED SOIL GRADE AS SHOWN IN DETAIL.
RIPRAP PLACED AROUND THE PERIMETER OF GRATE MUST5
NOTES:
FLOW
NO SCALE
C
C
72"
OUTLET STRUCTURE GRATE
SEE ABOVE DETAIL FOR
2-PIECE HOT DIPPED GALVANIZED
OUTLET STRUCTURE GRATE.
OUTSIDE MH WALL TO FLAT BAR = 1"
CENTER EACH WAY
BARS AT 4" ON
NO. 16 SMOOTH3 4
1
2
5
MN/DOT STD. PLATE 4180.
MANHOLE STEPS 16" O.C. PER
(4’ WIDE, 1.5’ DEEP)
7.0 CY RIPRAP CLASS II
FLOW
FLOW
5
18’-NEW 12" RCP @ 11.7%
DE
TAIL
SH
EE
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PR
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CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
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Phase 2\
FO
RD007
8_
DR
D01_
Phase_
2.d
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
L STRUCTURE
L STRUCTURE
180°
EX. 30" RCP
EX. 30" RCP
APRON
POND EL. 808.0
BOTTOM OF
EL. 810.0
TO PROVIDE OUTER RING)
3/8" x 2" FLAT BAR (ROLLED
ANCHOR & CLIPS
PROVIDE (4) - M16 STAINLESS STEEL
EL. 805.0
EL. 808.0
73
NEW 24" RCP
6 CONTRACTOR TO VERIFY EXISTING INVERT OF 30" RCP.
~
1:8
NORTH DRY POND OUTLET CONTROL STRUCTURE
EL. 798.4 6
1:8
TYPE IV - SPEC. 3733
GEOTEXTILE FILTER, MN/DOT
ALL REBAR SIZES ARE METRIC UNLESS NOTED OTHERWISE.
PROVIDE FULL PENETRATION TACK WELD EVERY OTHER BAR (MINIMUM).
CONCRETE BASE PER MN/DOT STANDARD PLATE 4011.
RISER FOR GRATE PER MN/DOT STANDARD PLATE 4020.
PRECAST MANHOLE STRUCTURE TYPE 4020 WITH TAPERED
KEY PLAN
FLOW
NO SCALE
C
C
72"
OUTLET STRUCTURE GRATE
SEE ABOVE DETAIL FOR
2-PIECE HOT DIPPED GALVANIZED
OUTLET STRUCTURE GRATE.
OUTSIDE MH WALL TO FLAT BAR = 1"
CENTER EACH WAY
BARS AT 4" ON
NO. 16 SMOOTH3 4
1
2
3
4
1
2
BE FLUSH WITH FINISHED SOIL GRADE AS SHOWN IN DETAIL.
RIPRAP PLACED AROUND THE PERIMETER OF GRATE MUST5
MN/DOT STD. PLATE 4180.
MANHOLE STEPS 16" O.C. PER
(4’ WIDE, 1.5’ DEEP)
7.0 CY RIPRAP CLASS II
FLOW
FLOW
5
5
NOTES:
DE
TAIL
SH
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69’-NEW 24" RCP @ 4.4%
PR
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CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
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CU
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Phase 2\
FO
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8_
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Phase_
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
74
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TYPICAL POST SPACING
8.00’
FENCE DETAIL
UTILITY DISCONNECTS NEAR SIDEWALKS
6.00’
CUT AND CAP UTILITY
UTILITY THAT HAS BEEN CUT
REMOVE SECTION OF
MIN
1.00’
EXISTING SIDEWALK
DO NOT DISTURB
EXISTING FENCE
EXISTING GROUND
CHAIN LINK FENCING
EXISTING OR PROPOSED
OVER CHAIN LINK FENCE
SOUND DAMPENING FABRIC
PHASE 2 AND 3
TO BE MAINTAIN AS SHOWN DURING
FENCE INSTALLED WITH PHASE 1 WORK2.
SHEETS 60 AND 61
AND SEDIMENT CONTROL DETAILS ON
FOR SILT FENCE DETAIL SEE EROSION1.
NOTES:
PR
OJE
CT
W:\
Projects\
Projects
F-J\
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Phase 2\
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
75
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OF EXISTING SEWER BUT NOT LESS THAN 1’-0"
DIAMETER31LENGTH OF BULKHEAD SHALL EQUAL
(WHERE SHOWN ON PLANS)
SEWER TO BE REMOVED
(WHERE SHOWN ON PLANS)
SEWER TO BE ABANDONED
(WHERE SHOWN ON PLANS)
SEWER TO REMAIN ACTIVE
PROPERTY LINE
BUILDING WALL OR
SIDE SLOPE
OSHA COMPLIANT
SALVAGED NATIVE BACKFILL
EXISTING WATERMAIN
PIPE CAP (TYP)
MECHANICAL
WATERMAIN CAPPING DETAIL
SOIL
UNDISTURBED
D
D
3D
MIN
0’-6" WHEN < 90°
* 1’-6" WHEN 90°
*
*
(SEE DETAIL THIS SHEET)
CONCRETE THRUST BLOCK
3. COVER FITTINGS WITH POLYETHYLENE (4 MIL)
ALL FITTINGS
2. CONCRETE BLOCK TO BE PLACED UNDER
1. 2500 PSI CONCRETE, 28 DAY STRENGTH
NOTES:
0’-6" WHEN < 90°
* 1’-6" WHEN 90°
45°
45°
D
MIN
6"
MIN
6"
SOIL
UNDISTURBED
Dt
t
3D
MIN
*
1’-6"
1’-0" WHEN < 90°
* 1’-6" WHEN 90°
D
6"
MIN
D/2
SECTION - BENDS
PLAN - BENDS
SECTION - TEES & PLUGS
PLAN - TEES & PLUGS
THRUST BLOCK DETAIL
D1’-6"
6"
MIN
D/2
EXISTING SEWER
SEWER CAPPING DETAIL
SALVAGED NATIVE BACKFILL
SIDE SLOPE
OSHA COMPLIANT
PROPERTY LINE
BUILDING WALL OR
HUBLESS CAST IRON CAP (TYP)
SOLVENT WELDED PVC ORCOUPLING AS NECESSARY (TYP)
MECHANICAL PIPE TRANSITION
RESTORE TO EXISTING GRADE
RESTORE TO EXISTING GRADE
SEWER BULKHEAD DETAIL
NO SCALE
NO SCALE NO SCALE
(ADJUST TO MATCH FINAL GRADE)
EXISTING STRUCTURE
1 LOCATION - SHEET 195 LOCATIONS - SHEET 15
3 LOCATIONS - SHEET 182 LOCATIONS - SHEET 14
14 LOCATIONS - SHEET 172 LOCATIONS - SHEET 13
1 LOCATION - SHEET 163 LOCATIONS - SHEET 12APPLIES:
PR
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CT
W:\
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Phase 2\
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
76
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FLOWABLE FILL
FILL TUNNEL WITH
APPROX TUNNEL WIDTH
5.00’
AP
PR
OX T
UN
NE
L
HEIG
HT
5.00’
CONCRETE LINING ON TUNNEL
*
OIL TUNNEL ABANDONMENT DETAIL
SANITARY TUNNEL BULKHEAD DETAIL STORM TUNNEL BULKHEAD DETAIL
OF WALL HEIGHT IN SOME LOCATIONS32
TUNNEL LINED UP TO APPROXIMATELY
ALONG BOTTOM OF TUNNEL
CONCRETE OR BRICK LINING*
APPROX TUNNEL WIDTH
2.50’
AP
PR
OX T
UN
NE
L
HEIG
HT
6.00’
TOP OF TUNNEL REMAINS UNLINED
* THE MAJORITY OF THE TUNNEL
IS LINED HOWEVER A FEW
LOCATIONS REMAIN UNLINED
* TO ACCESS TUNNEL LOCATED
2 FEET BELOW EXCAVATED SUBGRADE
BREAK THROUGH TUNNEL ROOF AND
FILL WITH FLOWABLE FILL OR ACCESS
AT FORMER MANHOLE / ENTRY POINTS
BY A LICENSED PROFESSIONAL ENGINEER
THICKNESS AND REINFORCING TO BE DETERMINED
BULKHEAD STORM SEWER TUNNEL WITH CONCRETE.
TYPICAL UPSTREAM MANHOLETYPICAL DOWNSTREAM MANHOLE
BOLTED INTO PLACE
PROPOSED METAL BULKHEAD
THRU LIMESTONE
12" DRILL HOLE
10" SOIL PIPE
CLAY SPLIT PIPE
CLAY SPLIT PIPE
SUMP BOWL
PRECAST CONCRETE
EXISTING HANGERS
ROOF DRAINS
ROOF DRAINS
SANITARY SEWER
SANITARY SEWER
FLOWABLE FILL
FILL WITH
FLOWABLE FILL
FILL WITH
SU
BG
RA
DE T
O 6’
DE
MO
LITIO
N
6.00’
SU
BG
RA
DE T
O 6’
DE
MO
LITIO
N
6.00’
TO B
OT
TO
M
OF B
RIC
K
RE
MO
VE S
TR
UC
TU
RE
TO B
OT
TO
M
OF B
RIC
K
RE
MO
VE S
TR
UC
TU
RE
(WHERE SHOWN ON PLANS)
FOR COMBINED SEWER
TUNNEL TO RIVER
EXISTING DRAINAGE
PROPOSED CAP
PROPOSED CAP
FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT FORMER MAIN ASSEMBLY BUILDING FFE = 813 FT
SOUTH TUNNEL MH INVERT = 803.8’‘
NORTH TUNNEL MH INVERT = 796.9’‘
SOUTH TUNNEL MH INVERT = 804.5’‘
NORTH TUNNEL MH INVERT = 797.5’‘
INVERT = 753.6’‘
INVERT = 755.1’‘
INVERT = 756.1’‘
BOTTOM OF STRUCTURE = 737.1’‘
BOTTOM OF STRUCTURE 749.1’‘
PR
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
77
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UNLINED TUNNEL IN SANDSTONE
GAS TUNNEL BULKHEAD DETAIL CABLE TUNNEL BULKHEAD DETAIL
AP
PR
OX T
UN
NE
L
HEIG
HT
7.00’‘
APPROX TUNNEL WIDTH
6.00’‘
AP
PR
OX T
UN
NE
L
HEIG
HT
6.00’‘
APPROX TUNNEL WIDTH
8.00’‘
TRAFFIC TUNNEL BULKHEAD DETAIL
AP
PR
OX T
UN
NE
L
HEIG
HT
11.00’‘
APPROX TUNNEL WIDTH
10.25’
UNLINED TUNNEL IN SANDSTONE
TUNNEL IN SANDSTONE
1" SHOTCRETE LINED
LICENSED PROFESSIONAL ENGINEER
AND REINFORCING TO BE DETERMINED BY A
BULKHEAD GAS TUNNEL WITH CONCRETE THICKNESS
LICENSED PROFESSIONAL ENGINEER
AND REINFORCING TO BE DETERMINED BY A
BULKHEAD GAS TUNNEL WITH CONCRETE THICKNESS
LICENSED PROFESSIONAL ENGINEER
AND REINFORCING TO BE DETERMINED BY A
BULKHEAD GAS TUNNEL WITH CONCRETE THICKNESS
PR
OJE
CT
W:\
Projects\
Projects
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FO
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Phase 2\
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
78
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TRAFFIC TUNNEL ELEVATOR CAP DETAIL
TRAFFIC ELEVATOR SHAFT
CONCRETE CAP OVER
EXISTING COLUMN
ARE CONCRETE LINED
ELEVATOR SHAFT WALLS
EXISTING COLUMN (TYP)
TRAFFIC TUNNEL ELEVATOR CAP SECTION A-A
AA
AP
PR
OX E
LE
VA
TO
R S
HA
FT L
EN
GT
H
10.00’
ARE CONCRETE LINED
ELEVATOR SHAFT WALLS
APPROX ELEVATOR SHAFT WIDTH
4.50’
EXISTING ELEVATOR SHAFT WALL
ELEVATOR SHAFT
CONCRETE CAP OVER
ENGINEERED FILL AND CAP
FILL ELEVATOR SHAFT WITH
WITH ENGINEERED FILL
ELEVATOR SHAFT FILLED
B B
PROPOSED CONCRETE CAP
PROPOSED CONCRETE CAP
DESIGN BY PROFESSIONAL ENGINEER LICENSED IN MINNESOTA
CAP DESIGN DETAILS TO BE PART OF CONSTRUCTION DOCUMENTS
DESIGN BY PROFESSIONAL ENGINEER LICENSED IN MINNESOTA
CAP DESIGN DETAILS TO BE PART OF CONSTRUCTION DOCUMENTS
ELEVATOR SHAFT WIDTH WITH COLUMNS
27’‘
ELEVATOR SHAFT WIDTH
25’‘
EL
EV
AT
OR S
HA
FT L
EN
GT
H
WIT
H C
OL
UM
NS
28’‘
EL
EV
AT
OR S
HA
FT L
EN
GT
H
26’‘
EXISTING STRINGERS (TYP)
MIN
6’
PROPOSED FINISHED GRADE
MIN
6’
PROPOSED FINISHED GRADE
SAND AND GAS TUNNEL ELEVATOR CAP DETAIL SAND AND GAS TUNNEL ELEVATOR CAP SECTION B-B
PR
OJE
CT
W:\
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Phase 2\
FO
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tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
79
DE
TAIL
SH
EE
T
ABANDON IN PLACE DETAIL
WORK PIT (SHEET 25)
PUMP ROOM
STEAM TUNNEL
SUBSTATION BASEMENTAPPLIES AT:
FINISHED FLOOR (TYP)
VARIES
VA
RIES
REMOVE WALLS TO DEPTH OF 6’
FLOOR TO REMAIN
EXISTING WALLS AND
TUNNELS WITH ENGINEERED FILL
FILL PITS, BASEMENTS AND
TO
PS
OIL
1.00’
REMOVE AND FILL DETAIL
CONVERYOR PIT
GLASS BASEMENT
PAINT SLUDGE PIT
WORK PIT (2) (SHEETS 22 AND 25)
CYLINDER PIT
EXISTING PIT (2) (SHEET 22)APPLIES AT:
DEP
TH
OF S
UB
GR
AD
E E
XC
AV
ATIO
N
6.00’
TO
PS
OIL
1.00’
TO BE REMOVED
PITS AND BASEMENT
FLOOR AND WALLS OF
VA
RIES
VARIES
WITH ENGINEERED FILL
FILL PITS AND BASEMENTS
FINISHED FLOOR (TYP)
SEEDING SHOWN ON LANDSCAPE PLANS
GRADE TO ELEVATION SHOWN ON GRADING PLANS
SEEDING SHOWN ON LANDSCAPE PLANS
GRADE TO ELEVATION SHOWN ON GRADING PLANS
DEP
TH
OF S
UB
GR
AD
E E
XC
AV
ATIO
N
6.00’
MIN
EXCAVATION
REMOVED DURING SUBGRADE
BACKFILL WITH ENGINEERED FILL
PR
OJE
CT
W:\
Projects\
Projects
F-J\
FO
RD007
8\
CA
D\
CU
T
SH
EE
TS\
Phase 2\
FO
RD007
8_
DE
T_
06_
Phase_
2.d
gn
12/3/2012
79
SAIN
T
PA
UL,
MIN
NE
SO
TA
TW
IN
CITIE
S
AS
SE
MB
LY
PL
AN
T
KEY PLAN
tkda.com
651.292.4400
Saint Paul, MN 55101
444 Cedar Street, Suite 1500
BYDATENO. DESCRIPTION
1 LLH
DATE:
OF THE STATE OF MINNESOTA
PROFESSIONAL ENGINEER UNDER THE LAWS
AND THAT I AM A DULY LICENSED
BY ME OR UNDER MY DIRECT SUPERVISION
SPECIFICATION, OR REPORT WAS PREPARED
I HEREBY CERTIFY THAT THIS PLAN,
PRINT NAME:
SIGNATURE:
LICENSE # 50097
Jeffrey Lynn Snyder
11/9/2012 SITE PLAN SUBMITTAL
