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 50162 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...

Page 1: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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)

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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

Page 2: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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%

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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

Page 3: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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:

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69’-NEW 24" RCP @ 4.4%

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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

Page 4: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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:

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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

Page 5: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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:

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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

Page 6: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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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’‘

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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

Page 7: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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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

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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

Page 8: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

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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

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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

Page 9: Y CL A EVE K W CONSTRUCTION TRAILER AREA LAND R AV ... · former hazmat canopy approx 82,000 cyd ... n i p a u l, m i n n e s o t a t w i n c i t e s a s s e m b l y p l a n t key

79

DE

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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

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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