QJKL162003 - Repair_Pvmt Drawings 28 Jul 22.pdf

EXIT

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Y

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D

A

1 2

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AD

D D

3- R

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B

3 4 5

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6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GENERAL

TITLE SHEET

GI001 0

AS NOTED

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

REPAIR APRON & BASE PAVEMENTS

133rd AIR WING MINNESOTA AIR NATIONAL GUARD BASE

MINNEAPOLIS/ST. PAUL INTERNATIONAL AIRPORT

ST. PAUL, MINNESOTA

CONTRACT NO. W912LM-17-D-0004

ANG PN. QJKL162003

VICINITY MAP

NTS

LOCATION MAP

NTS

NORTH

NORTH

NORTH DAKOTA

SOUTH DAKOTA

IOWA

WISCONSIN

NORTH

PROJECT

LOCATION

PROJECT

LOCATION

MINNESOTA

MINNEAPOLIS SAINT PAUL

M

IN

NE

SO

TA

RIVER

M

ISSISSIPPI

R

IVER

MINNEAPOLIS - SAINT PAUL

INTERNATIONAL AIRPORT

MINNEAPOLIS -

SAINT PAUL AIR

NATIONAL

GUARD BASE

HENNEPIN

COUNTY

RAMSEY

COUNTY

MN-62 (CROSSTOWN HWY)

MN-62(CROSSTOWN

HIGHWAY)

M N-

M N-

M N-

M N

-5

MN-55

FOR SNELLING

STATE PARK

MN-62

M

INNEHAHA

AVENUE

AV

EN

U E

M

IN

N

EH

AH

A

AVENUE

MINNEHAHA

BL

OOMIN

GTO

N R

OAD

AI

R

LI

FT

D R

IV

E

AI

R

LI

FT

D R

AI

R

LI

FT

D R

M

IL

IT

IA

D R

IV

E

M

IL

IT

IA

D R

MILITIA DR

MINUTEMAN DR

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IN

UT

EM

AN

D

R

M

IN

UT

EM

AN

D

R

G

EN

ER

AL

M

IL

LE

R

D R

MUSTANG AVE

MUSTANG AVE

HERCULES AVE

HERCULES AVE

SPITFIRE AVE

SPITFIRE AVE

MIN

NEHAHA S

TR

EET

MUSTANG AVE

MUSTANG AVE

INDEX OF DRAWINGS

SHEET SHEET TITLE

GI001 GENERAL TITLE SHEET

GI002 GENERAL DRAWING INDEX

GI003 GENERAL LEGEND

GI004 GENERAL CIVIL NOTES

GC100 GENERAL PHASING PLAN

BB601 GEOTECHNICAL BORING LOCATION MAP

BB610 GEOTECHNICAL BORING LOGS

BB611 GEOTECHNICAL BORING LOGS

BB612 GEOTECHNICAL BORING LOGS

BB613 GEOTECHNICAL BORING LOGS

CP100 CIVIL KEYMAP PAVEMENT REPAIR PLAN SHEETS

CP111 CIVIL PAVEMENT REPAIR PLAN

CP112 CIVIL PAVEMENT REPAIR PLAN

CP120 CIVIL PAVEMENT REPAIR PLAN

CP121 CIVIL PAVEMENT REPAIR PLAN

CP122 CIVIL PAVEMENT REPAIR PLAN

CP130 CIVIL PAVEMENT REPAIR PLAN

CP131 CIVIL PAVEMENT REPAIR PLAN

CP132 CIVIL PAVEMENT REPAIR PLAN

CP210 CIVIL PAVEMENT REPAIR PROFILES ROAD MINUTEMAN DR AND AIRLIFT DR

CP211 CIVIL PAVEMENT REPAIR PROFILES ROAD SPITFIRE AVE AND MUSTANG AVE

CP212 CIVIL PAVEMENT REPAIR PROFILES PA640:02, PA641:02, PA645:02 PA687:04, PA642:02, AND PA662:04

CP213 CIVIL PIPE PROFILES MINUTEMAN DR AND BLDG 687

CP301 CIVIL TYPICAL SECTIONS

CP410 CIVIL NEW CONCRETE PA685:02

CP411 CIVIL NEW CONCRETE

CP412 CIVIL NEW CONCRETE

CP420 CIVIL NEW CONCRETE SPOT ELEVATIONS APRON

CP421 CIVIL NEW CONCRETE SPOT ELEVATIONS APRON

CP422 CIVIL NEW CONCRETE SPOT ELEVATIONS APRON

CP501 CIVIL PAVEMENT DETAILS SHEET 1 OF 6

CP502 CIVIL PAVEMENT DETAILS SHEET 2 OF 6

CP503 CIVIL PAVEMENT DETAILS SHEET 3 OF 6

CP504 CIVIL PAVEMENT DETAILS SHEET 4 OF 6

CP505 CIVIL PAVEMENT DETAILS SHEET 5 OF 6

CP506 CIVIL PAVEMENT DETAILS SHEET 6 OF 6

CT100 CIVIL KEYMAP PAVEMENT MARKING PLAN SHEETS

CT111 CIVIL PAVEMENT MARKING PLAN

CT112 CIVIL PAVEMENT MARKING PLAN

CT120 CIVIL PAVEMENT MARKING PLAN

CT121 CIVIL PAVEMENT MARKING PLAN

CT122 CIVIL PAVEMENT MARKING PLAN

CT130 CIVIL PAVEMENT MARKING PLAN

CT131 CIVIL PAVEMENT MARKING PLAN

CT132 CIVIL PAVEMENT MARKING PLAN

CT500 CIVIL PAVEMENT MARKING DETAILS SHEET 1 OF 2

CT501 CIVIL PAVEMENT MARKING DETAILS SHEET 2 OF 2

VC100 KEYMAP HORIZONTAL CONTROL PLAN SHEETS AND SURVEY CONTROL

VC101 HORIZONTAL CONTROL TABLES ROADS

VC102 HORIZONTAL CONTROL TABLES PARKING AREAS

VC111 HORIZONTAL CONTROL PLAN

VC112 HORIZONTAL CONTROL PLAN

VC120 HORIZONTAL CONTROL PLAN

VC121 HORIZONTAL CONTROL PLAN

VC122 HORIZONTAL CONTROL PLAN

VC130 HORIZONTAL CONTROL PLAN

VC131 HORIZONTAL CONTROL PLAN

VC132 HORIZONTAL CONTROL PLAN

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GENERAL

DRAWING INDEX

GI002 0

NONE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

ABBREVIATIONS

ADJ

APPROX

BLDG

BMP

BOC

CF

CJ

CL

CMP

CO

CONC

CP

CY

D

DIP

DIA

DR

EA

EJ

EL

EQ

(E)

EX

FL

FT

GA

H

HH

HMA

HT

INV

LB

LF

LS

LT

MAX

MH

MIN

ADJACENT; ADJOINING

APPROXIMATE

BUILDING

BEST MANAGEMENT PRACTICE

BACK OF CURB

CUBIC FOOT

CONSTRUCTION JOINT

CENTERLINE

CORRUGATED METAL PIPE

CLEANOUT

CONCRETE

CONTROL POINT

CUBIC YARD

DEEP

DUCTILE IRON PIPE

DIAMETER

DRAIN

EACH

EXPANSION JOINT

ELEVATION

EQ

EXISTING

EXISTING

FLOW LINE

FEET; FOOT

GAUGE (GAGE)

HIGH

HANDHOLE

HOT MIX ASPHALT

HEIGHT

INVERT

POUND(S)

LINEAL FEET

LUMP SUM

LEFT

MAXIMUM

MANHOLE

MINIMUM

MISC

MN MUTCD

MNDOT

MOD

MPCA

MUTCD

NTS

OC

PA

PCC

PH

PSI

PVC

R

RCP

ROW

RR

RT

SAN

SCI

SPEC

SQ FT

STD

STS

SWPPP

SY

TEMP

TOC

TRM

TYP

UG

W W/ W/O

MISCELLANEOUS

MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MINNESOTA DEPARTMENT OF TRANSPORTATION

MODIFIED

MINNESOTA POLLUTION CONTROL AGENCY

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

NOT TO SCALE

ON CENTER

PARKING AREA

PORTLAND CEMENT CONCRETE

PHASE

POUNDS PER SQUARE INCH

POLYVINYL CHLORIDE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

RAILROAD

RIGHT

SANITARY SEWER

STANLEY CONSULTANTS

SPECIFICATION(S)

SQ FT

STANDARD; STORM DRAIN

STORM SEWER

STORMWATER POLLUTION PREVENTION PLAN

SQUARE YARDS

TEMPORARY

TOP OF CONCRETE; TOP OF CURB

TURF REINFORCEMENT MAT

TYPICAL

UNDERGROUND

WIDE

WITH

WITHOUT

GENERAL NOTES

GUARDRAIL/HANDRAIL

FIELD MEASUREMENT NOTES

SAND

ROCK

EARTH

CRUSHED ROCK

CONCRETE

GRANULAR FILL

GENERAL MATERIALS LEGEND

DIMENSIONS AND SCALE

VIEW MARKERS GENERAL SYMBOLS

DRAWING NUMBER(S)

ON WHICH VIEW IS

CALLED OUT

VIEW IDENTIFICATION

NUMBER

DESIGNATES LOCATION

OF DETAIL

DESIGNATES DIRECTION

FROM WHICH PLAN OR

ELEVATION IS VIEWED

DESIGNATES CUTTING

PLANE OF SECTION

EL 100'-0"

REVISION IDENTIFICATION SYMBOL:

THE NUMBER IN THE TRIANGLE INDICATES THE REVISION

NUMBER IDENTIFIED. THE LETTER "A" IMMEDIATELY TO

THE RIGHT OF THE TRIANGLE INDICATES THE REVISION

IS PART OF A CONTRACT ADDENDUM. WHEN REVISIONS

INVOLVE LESS THAN ENTIRE DRAWING, PRINCIPAL

ASPECTS OF REVISIONS ARE "CLOUDED".

OUTLINE OF NEW OR RELOCATED OBJECT

EXISTING OBJECT TO BE REMOVED OR RELOCATED

EXISTING OBJECT LINE

MATCH LINE

MATERIAL BREAK LINE

SURFACE BREAK LINE

HIDDEN LINE

CENTER LINE

ELEVATION DESIGNATION

1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE. CONTRACTOR SHALL SURVEY AND MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS, AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED IN WRITING TO THE DESIGN PROFESSIONAL AND OWNER'S REPRESENTATIVE WITHIN TWENTY-FOUR (24) HOURS. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD

MEASUREMENTS, SHALL BE BORNE BY CONTRACTOR.

2. CONTRACTOR SHALL REVIEW CONTRACT DOCUMENTS TO DETERMINE THE EXACT LOCATION OF ALL WORK AND VERIFY SPATIAL RELATIONSHIPS OF ALL WORK. ANY QUESTION CONCERNING LOCATION OR SPATIAL RELATIONSHIPS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE. SPECIFIC LOCATIONS FOR EQUIPMENT, PIPELINES, DUCTWORK AND OTHER SUCH ITEMS OF WORK, WHERE NOT DIMENSIONED ON DRAWINGS, SHALL BE DETERMINED IN CONSULTATION WITH OWNER'S REPRESENTATIVE AND DESIGN PROFESSIONAL. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF THE

WORK IN PLACE.

ELEVATION B-S1

SF1,SF2

DETAIL C-S1

SF1,SF2

SECTION A-S1

SF1,SF2

A-S1

C-S1

B-S1

1 A

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE APPROXIMATE. OBTAIN FINAL DIMENSIONS FOR CONSTRUCTION

FROM THE ENGINEER.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE ASSUMED AND SHALL BE VERIFIED OR MODIFIED AS REQUIRED BY THE CONTRACTOR TO SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS ARE SUBJECT TO THE REVIEW OF THE ENGINEER.

DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

DIMENSIONS ARE GENERALLY TO SCALE, BUT SHOULD NOT BE SCALED. USE DIMENSIONS SHOWN. NTS (NOT TO SCALE) IS

SHOWN ONLY WHERE DIMENSION IS OBVIOUSLY OUT OF SCALE.

NUMERIC SCALE VALUES (1/4"=1'-0", ETC) APPLY ONLY AT FULL SIZE.

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY NOT APPEAR

ON THIS SET OF DRAWINGS.

2. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT

TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

3. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS

SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS

SHOWN ON THIS SHEET.

OR CL

OR PL

CENTERLINE

PROPERTY LINE

DIAMETER

SANITARY SEWER

STORM DRAIN

DRAIN PIPE

Ø

ST

CV

WATERMAINWM

CULVERTCV

TEMPORARY EROSION

CONTROL SYMBOLS

EROSION CONTROL STONE

CONCRETE WASHOUT

SILT FENCESF

INLET PROTECTION

STABILIZED

CONSTRUCTION ENTRANCE

EROSION CONTROL MAT

CULVERT

LIGHT POLE

GAS VALVE

SIGN

MANHOLE

GUARD POST / BOLLARD

AIR CONDITIONERAC

ELECTRIC MANHOLE

CONTROL POINT

STORM MANHOLE

GAS METER

SANITARY MANHOLE

POST INDICATOR VALVE

WATER VALVE

STOP BOX

MONITOR WELL

TELEPHONE MANHOLE

CO CLEAN OUT

CATCH BASIN

SOIL BORING

CONCRETE SURFACE

BITUMINOUS SURFACE

HANDHOLE

STORM SEWER

FENCE

120.0 EXISTING SPOT ELEVATION

GUTTER OR GROUND ELEVATION

TOP OF CURB ELEVATION

PROPOSED SPOT ELEVATION

110.00 110.50

110.50

GENERAL PLAN SYMBOLS

MAJOR PROPOSED CONTOUR

MINOR PROPOSED CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PAVEMENT MARKING SYMBOLS

TRAFFIC FLOW ARROW

(STRAIGHT ONLY)

TRAFFIC FLOW ARROW

(TURN ONLY)

TRAFFIC FLOW ARROW

(STRAIGHT OR TURN ONLY)

HANDICAP PAVEMENT MARKING

PAINTED TRAFFIC STRIPE

RIPRAP

PEDESTRIAN CROSSING

2.0%

SLOPE

HYDRANT

BUILDING OUTLINE

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GENERAL

LEGEND

GI003 0

NONE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

GENERAL NOTES FOREIGN OBJECT DAMAGE (FOD) PROTECTION - APRON AREA

CIVIL NOTES

SITE DEMOLITION NOTES - APRON AREA

1. ACCESS TO THE SITE IS CONTROLLED BY BASE SECURITY. WORK

WITH BASE SECURITY FOR ACCESS CLEARANCE FOR

CONTRACTOR/SUBCONTRACTOR EMPLOYEES PRIOR TO STARTING ANY

WORK.

2. ACCESS TO THE APRON AREA IS WITHIN HIGHER

SECURITY/CONTROLLED AREA ON THE BASE. COORDINATE ACCESS

AND CONSTRUCTION TIMES FOR THE APRON AREA WITH THE

CONTRACTING OFFICER, AND BASE SECURITY.

3. TEMPORARY TRAFFIC CONTROL TO CONFORM TO THE LATEST

VERSION OF “MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES”, MN MUTCD AND AS DIRECTED BY CONTRACTING OFFICER.

TRAFFIC CONTROL LAYOUTS, INSTALLATION AND MAINTENANCE ARE

THE RESPONSIBILITY OF THE CONTRACTOR AND REQUIRE MULTIPLE

LAYOUTS FOR CONSTRUCTION PHASING.

4. MAINTAIN PEDESTRIAN ROUTES THROUGH CONSTRUCTION.

5. REMOVE AND PROVIDE TEMPORARY STREET SIGNS IMPACTED BY

CONSTRUCTION. REPLACE SIGNS AFTER CONSTRUCTION IS

COMPLETE.

6. THE EXISTING UTILITIES SHOWN ARE LEVEL D. NOT ALL EXISTING

UTILITY LOCATIONS WERE AVAILABLE FOR DEPICTION ON THIS PLAN

SET. PERFORM UTILITY LOCATE PRIOR TO STARTING ANY WORK

(GOPHER STATE ONE CALL). FOR PRIVATE ONSITE UTILITIES

COORDINATE WITH CONTRACTING OFFICER AND FACILITY STAFF FOR

LOCATE MARKING.

7. VERIFY ELEVATIONS OF EXISTING UTILITIES AND LOCATIONS

REQUIRING POTHOLE. NOTIFY CONTRACTING OFFICER OF CONFLICTS.

8. MAINTAIN ACCESS TO BUILDINGS ON THE BASE DURING

CONSTRUCTION. PHASED CONSTRUCTION IS REQUIRED TO MAINTAIN

A MAIN ACCESS ROUTE THROUGH THE BASE. COORDINATE WITH

CONTRACTING OFFICER IN ADVANCE OF CONSTRUCTION AT LEAST 14

DAYS PRIOR TO ANY ROAD CLOSURES,

9. OBTAIN/PROVIDE ALL PERMITS REQUIRED FOR THE WORK SHOWN.

10. PROVIDE AND MAINTAIN STORM WATER POLLUTION PREVENTION PLAN

IN CONFORMANCE WITH MPCA AND STATE OF MN GUIDELINES

THROUGHOUT CONSTRUCTION.

11. PROTECT CATCH BASINS AND STORM SEWER INLETS WITH SEDIMENT

BARRIERS UNTIL FINAL RESTORATION IS ESTABLISHED ON ALL

DISTURBED AREAS.

12. RESTORE GRASSED AREAS WITH MIN 4" TOPSOIL AND SOD.

13. EXISTING CURB AND APRONS NOT CALLED OUT FOR REPLACEMENT

ARE TO BE PROTECTED IN PLACE.

1. PROVIDE FOD ORIENTATION BRIEFING TO ALL EMPLOYEES HAVING

ACTIVITY ON OR ADJACENT TO THE APRON, TAXIWAYS, HANGARS,

AND AROUND ANY AIRCRAFT.

2. NO CONSTRUCTION MATERIALS OR CONTRACTOR EQUIPMENT

SHALL BE STORED OR PLACED OUTSIDE OF THE TEMPORARY

CONSTRUCTION FENCING WITHOUT APPROVAL FROM THE

CONTRACTING OFFICER.

3. SECURE ALL MATERIALS STORED ON THE PROJECT SITE TO

PREVENT IT FROM BEING CARRIED BY THE WIND OR AIRCRAFT

EXHAUST ON THE AIRFIELD SURFACES.

4. KEEP THE PROJECT SITE CLEAN AND, IN A CONDITION,

SATISFACTORY TO THE CONTRACTING OFFICER. SPECIAL

ATTENTION TO DUST CONTROL IS REQUIRED WHEN CONCRETE

SAWING, GRINDING, AND DEMOLITION OPERATIONS ARE IN

PROGRESS OR WHEN WIND AND WATER CONDITIONS CAUSE

EXCESSIVE BLOWING OF DUST.

5. REMOVE DEBRIS OUTSIDE OF THE LAY DOWN AREA IMMEDIATELY.

6. REMOVE OR CONTAIN DEBRIS INSIDE THE LAY DOWN AREA ON A

DAILY BASIS.

1. IMPLEMENT PRECAUTIONS TO PRESERVE AND PROTECT EXISTING

PAVEMENTS FROM DAMAGE BY CONSTRUCTION EQUIPMENT AND

OPERATIONS. NO TRACKED CONSTRUCTION EQUIPMENT SHALL BE

ALLOWED ON EXISTING CONCRETE APRON AREAS WITHOUT PRIOR

WRITTEN APPROVAL OF THE CONTRACTING OFFICER.

2. PROVIDE TWO FULL DEPTH SAW CUTS IN CONCRETE AND ONE FULL

DEPTH SAW CUT IN BITUMINOUS TO PROTECT PAVEMENT TO REMAIN IN

PLACE. DO NOT UNDERMINE EXISTING PAVEMENTS TO REMAIN IN

PLACE.

3. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS

APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE

FIELD PRIOR TO CONSTRUCTION.

4. TAKE PRECAUTIONS DURING THE PERIOD OF WORK TO AVOID ANY

EXISTING ABOVE GROUND LIGHTING OR NAVIGATIONAL AIDS OR

UNDERGROUND CABLE OR UTILITIES WHICH TRAVERSE THE AREA.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE DUE TO

THEIR NEGLIGENCE. IT SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO NOTIFY THE FAA, WEATHER BUREAU, TELEPHONE

COMPANY, MINNESOTA AIR NATIONAL GUARD, POWER, UTILITIES, AND

MSP MAINTENANCE PERSONNEL BEFORE ANY WORK IS STARTED

WHICH COULD AFFECT ABOVE GROUND OR BELOW GROUND

FACILITIES. ANY CABLES OR OTHER UTILITIES DETERMINED TO BE IN

USE, WHICH ARE DAMAGED BY THE CONTRACTOR, SHALL BE REPAIRED

BY THE CONTRACTOR AT THEIR OWN EXPENSE AND IN A MANNER,

WHICH IS APPROVED AND INSPECTED BY THE CONTRACTING OFFICER.

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GENERAL

CIVIL NOTES

GI004 0

NONE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

H

ENTR

Y

EXIT

EN

TR

Y

EXIT

ENTRY

NORTH

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GENERAL

PHASING PLAN

GC100 0

AS NOTED

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

PHASING PLAN MAP

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

SPITFIRE AVE

SPITFIRE AVE

HERCULES AVE

G

EN

ER

AL

M

IL

LE

R

D R

MUSTANG AVE

MUSTANG AVE

BLDG 685

BLDG 682

BLDG 680

BLDG 686

BLDG 645

BLDG 641

BLDG 641

BLDG 687

BLDG 642

BLDG 640 BLDG

BLDG 619

BLDG 612

BLDG 610

BLDG 631

BLDG

BLDG 662

BLDG 656

BLDG

BLDG 665

PA SW:02

PA SW:01

PA SW:03

PA642:01

PA685:01

PA685:02

PA682:01

PA665:02

PA665:01

PA670:01

PA619:02

PA619:01

SPITFIRE AVE

PA

7:

PA

4:

PA618:01

PA613:01

PA

9:

PA640:01

PA638:01

PA610:01

PA

0:

PA610:02

PA631:02

PA662:03

PA663:01

PA687:01

PHASING RESTRICTIONS TABLE

A B C D

A -- X O O B X -- O O C O O -- O D O O O --

PHASE A

PHASE B

PHASE C

PHASE D

PHASING LEGEND:

NOTES:

1. THE PHASING SHOWN ON THIS PLAN REPRESENTS MINIMUM REQUIREMENTS. CREATE A

DETAILED PHASING PLAN AND SUBMIT TO CONTRACTING OFFICER FOR APPROVAL. DO NOT

COMMENCE CONSTRUCTION ACTIVITIES UNTIL PHASING PLAN IS APPROVED.

2. COORDINATE EACH WORK AREA WITH CONTRACTING OFFICER TO MAINTAIN ACCESS TO

FACILITIES AND LIMIT OPERATIONAL IMPACTS TO THE AIR NATIONAL GUARD. DO NOT BEGIN WORK

IN A NEW AREA WITHOUT PRIOR APPROVAL FROM CONTRACTING OFFICER.

3. PHASE A CONSISTS OF WORK ALONG THE NORTH/SOUTH MILITIA DRIVE CORRIDOR AND BUILDING

645 ACCESS TO THE AIRFIELD VIA SPITFIRE AVE.

4. MAXIMIZE PARKING LOT AVAILABILITY DURING DRILL WEEKENDS AS PUBLISHED BY THE 133RD

AIR WING COMMANDER.

5. PHASE B CONSISTS OF WORK ALONG THE NORTH/SOUTH MINUTEMAN DR. CORRIDOR AND

BUILDING 645 ACCESS TO THE AIRFIELD VIA, MINUTEMAN DR. AND GENERAL MILLER DR..

6. PHASE C WORK CONSISTS OF WORK ON THE AIRFIELD INCLUDING APRON REPAIRS AND PCC

CONSTRUCTION. DO NOT COMMENCE PHASE C WITHOUT PRIOR WRITTEN APPROVAL FROM BOTH

THE CONTRACTING OFFICER AND AIRFIELD MANAGEMENT. DELINEATE WORK AREAS WITHIN

PHASE C WITH LOW PROFILE BARRIERS. SEE DETAIL 1 THIS SHEET.

7. PHASE D WORK CONSISTS OF WORK NOT CAPTURED IN OTHER PHASES.

8. IN ORDER TO MAINTAIN A MINIMUM OF ONE CONSTRUCTION FREE NORTH/SOUTH ROUTE AND

AIRFIELD ACCESS FROM BUILDING 645, DO NOT PERFORM PHASE A AND PHASE B WORK

CONCURRENTLY.

O : MAY BE CONSTRUCTED CONCURRENTLY

X : MAY NOT BE CONSTRUCTED CONCURRENTLY

-- : NOT APPLICABLE (SAME PHASE)

GUARD FRONT GATE

SECURELY FASTENED

FLASHING RED LIGHTS

6" (MIN) TO 1' (MAX) WIDE ORANGE AND WHITE

STRIPES, STRIPE WIDTH S TO BE EQUAL

6' TO 10'

1'

LOW PROFILE BARRICADE

DETAIL

SCALE:

GC100

NONE

NOTES:

1. BARRICADE SHALL BE SUFFICIENTLY HEAVY TO REMAIN IN PLACE OR SHALL BE

WEIGHTED DOWN.

2. LIGHTS SHALL BE A MINIMUM OF 5 CANDELAS EFFECTIVE INTENSITY AND

POSSESS A FLASH RATE OF 55 TO 160 FLASHES PER MINUTE.

3. PLACE BARRICADES AT A MAXIMUM OF 24' INTERVALS. DUAL BARRICADES SHALL

BE USED AT CORNERS AND ENDS.

150' 300'0

SCALE:1"=150'

RDAPRON

PA640:02

PA

9:

PA

9:

PA631:01

PA

PO

L:

ENTR

Y

EXIT

EN

TR

Y

EXIT

ENTRY

SB 7

SB 20

SB 21

SB 22

SB 10

SB 9

SB 11

SB 19

SB 17

SB 13

SB 14

SB 15

SB 16

SB 18

SB 1

SB 2

SB 12

SB 3

SB 4

SB 5

SB 6

SB 8

200' 400'0

SCALE:1"=200'

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

NORTH

TYPE B-3 100%

GEOTECHNICAL

BORING LOCATION MAP

BB601 0

1" = 200'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

BORING LOCATION MAP

BORING LOCATIONS

BORING LATITUDE

(DEGREES NORTH)

LONGITUDE

(DEGREES WEST)

1 44°53'35" 93°12'02" 2 44°53'32" 93°12'00" 3 44°53'30" 93°11'58" 4 44°53'24" 93°11'58" 5 44°53'21" 93°11'58" 6 44°53'16" 93°12'02" 7 44°53'18" 93°12'10" 8 44°53'18" 93°12'04" 9 44°53'23" 93°12'05"

10 44°53'25" 93°12'03" 11 44°53'25" 93°12'07" 12 44°53'30" 93°12'01" 13 44°53'35" 93°12'10" 14 44°53'33" 93°12'08" 15 44°53'31" 93°12'07" 16 44°53'31" 93°12'11" 17 44°53'30" 93°12'17" 18 44°53'28" 93°12'09" 19 44°53'23" 93°12'14" 20 44°53'21" 93°12'19" 21 44°53'22" 93°12'21" 22 44°53'26" 93°12'22"

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

SPITFIRE AVE

SPITFIRE AVE

HERCULES AVE

G

EN

ER

AL

M

IL

LE

R

D R

MUSTANG AVE

MUSTANG AVE

BLDG 685

BLDG 682

BLDG 680

BLDG 686

BLDG 645

BLDG 641

BLDG 641

BLDG 687

BLDG 642

BLDG 640 BLDG

BLDG 619

BLDG 612

BLDG 610

BLDG 631

BLDG

BLDG 662

BLDG 656

BLDG

BLDG 665

PA SW:02

PA SW:01

PA SW:03

PA642:01

PA685:01

PA685:02

PA682:01

PA665:02

PA665:01

PA670:01

RDAPRON:01

PA640:02

PA619:02 PA619:01

SPITFIRE AVE

PA

7:

PA

4:

01 PA618:01

PA613:01

PA

9:

PA

PO

L:

PA640:01

PA638:01

PA610:01

PA

0:

PA610:02

PA631:02

PA631:01

PA662:03

PA

9:

PA

9:

PA663:01

PA687:01

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GEOTECHNICAL

BORING LOGS

BB610 0

NO SCALE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GEOTECHNICAL

BORING LOGS

BB611 0

NO SCALE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GEOTECHNICAL

BORING LOGS

BB612 0

NO SCALE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

GEOTECHNICAL

BORING LOGS

BB613 0

NO SCALE

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

ENTR

Y

EXIT

EN

TR

Y

EXIT

ENTRY

H

NORTH

200' 400'0

SCALE:1"=200'

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

CP110

(NOT USED)

CP111 CP112

CP120 CP121 CP122

CP130 CP131 CP132

TYPE B-3 100%

CIVIL

KEYMAP

PAVEMENT REPAIR PLAN SHEETS

CP100 0

1" = 200'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

M

IL

IT

IA

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

SPITFIRE AVE

SPITFIRE AVE

HERCULES AVE

HERCULES AVE

G

EN

ER

AL

M

IL

LE

R

D R

MUSTANG AVE

MUSTANG AVE

BLDG 685

BLDG 682

BLDG 680

BLDG 686

BLDG 645

BLDG 641

BLDG 641

BLDG 687

BLDG 642

BLDG 640 BLDG

BLDG 619

BLDG 612

BLDG 610

BLDG 631

BLDG

BLDG 662

BLDG 656

BLDG

BLDG 665

PA SW:02

PA SW:01

PA SW:03

PA642:01

PA685:01

PA685:02

PA682:01

PA665:02

PA665:01

PA670:01

RDAPRON:01

PA640:02

PA619:02

PA619:01

SPITFIRE AVE

PA

7:

PA

4:

01 PA618:01

PA613:01

PA

9:

PA

PO

L:

PA640:01

PA638:01

PA610:01

PA

0:

PA610:02

PA631:02

PA631:01

PA662:03

PA

9:

PA

9:

PA663:01

PA687:01

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

+0

+0

+0

+0

+0

10+00

9 81

RIM=816.0

RIM=815.7

RIM=816.1

RIM=816.3

RIM=816.6

RIM=816.1

RIM=816.4

RIM=818.2

RIM=818.2

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP111 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

REMOVE AND REPLACE 140

LF ASPHALT CURB. SEE

DETAIL 4 SHEET CP502

REMOVE EX CONC

CURB & GUTTER

INSTALL 62 LF CURB

REMOVE EXISTING CMP

REPLACE WITH 47 LF - 18" RCP.

SEE SECTION A

SHEET CP213 FOR PROFILE

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

M

IN

UT

EM

AN

D

R

MUSTANG AVE

BLDG

BLDG 659

BLDG

BLDG

BLDG

PA610:02

PA631:02

PA662:03

PA

9:

PA

9:

M

IN

UT

EM

AN

D

R

MUSTANG AVE

BLDG

BLDG

BLDG

BLDG

PA

VE

HM

AI

NT

:0

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

(MIN 2, MAX 4) AND REINSTALL CASTING. WRAP NEW RINGS/CASTING

WITH GEOTEXTILE FABRIC. SEE DETAIL 3 ON SHEET CP502.

PROTECT BOLLARDS

AND POLES DURING

CONSTRUCTION (TYP)

PROTECT MONITORING

WELLS DURING

CONSTRUCTION (TYP)

SE

E

SH

EE

T C

P1

SEE SHEET CP121

REMOVE AND REINSTALL

STOP SIGN.

PROTECT LIGHT POLE.

REMOVE AND REPLACE 10 SY

CONCRETE SWALE. PLACE 5

CY RIP RAP AROUND FES.

SEE DETAIL 2-CP503.

REMOVE AND REPLACE CONCRETE

DRIVEWAY PAVEMENT. SEE DETAIL D8 ON

SHEET CP301, MODIFYING VALUES WITH

THE FOLLOWING: 7" PCC PAVEMENT AND

5" AGGREGATE BASE COURSE.

BEGIN CONSTRUCTION

STA 10+41

END CONSTRUCTION

STA 15+65

BEGIN CONSTRUCTION

STA 16+20

END CONSTRUCTION

STA 23+87

BEGIN REPAIR

STA 11+75

OR NEAREST JOINT BEFORE

END REPAIR

STA 13+05

OR NEAREST JOINT AFTER

BEGIN REPAIR

STA 13+52

OR NEAREST JOINT BEFORE

END REPAIR AT NEAREST JOINT

AFTER 62 LF OF CURB

NORTH

18+00

19+00

20+00

21+00

22+00

+0

+0

+0

+0

+0

+0

+5

+0

+7

10+00

11+00

12+00

12+34

7 81

RIM=813.1

RIM=815.6

RIM=815.7

RIM=815.7

RIM=815.4

RIM=815.4

RIM=815.9

RIM=817.4

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP112 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

REMOVE AND REPLACE

125 LF CURB AND GUTTER

GRADE TO DRAIN

INSTALL 45 LF

SURMOUNTABLE

CONCRETE CURB

REMOVE AND REPLACE

5 LF CONCRETE CURB

AND GUTTER

MIN

UTE

MAN D

RIV

E

BLDG 631

MUSTANG AVE

BLDG

BLDG

BLDG 606

M

IL

IT

IA

D R

IV

E

M

IL

IT

IA

D R

IV

E

MUSTANG AVE

PA631:02

PA631:03

PA631:01

PA631:01

PA

6:

PA

6:

PA610:02 PA610:04

PA

PO

L:

PA

PO

L:

PAPOL:01

SEE SHEET CP122

SE

E

SH

EE

T C

P1

REMOVE EXISTING CONCRETE

PARKING STOP AND REPLACE WITH

CONCRETE PARKING STOP - 4 EA

REMOVE EXISTING PARKING

STOP AND REPLACE WITH

CONCRETE PARKING STOP - 6 EA

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

MATCH EXISTING

CURB AND GUTTER

STA 10+68

MATCH EXISTING

CURB AND GUTTER

STA 11+92

0.9%

0.9%

REPAIR SETTLED WATER MAIN

TRENCH PRIOR TO MILL & OVERLAY.

82 SY ON SHEET CP112.

61 SY ON SHEET CP122.

SEE SHEET CP122 FOR

CONCRETE SURMOUNTABLE

CURB CONSTRUCTION.

END CONSTRUCTION

STA 31+78

BEGIN CONSTRUCTION

STA 10+11

END CONSTRUCTION

STA 12+18

EN

D

C O

N

ST

R U

C

TI

O N

ST

A

+2

BE

G

IN

C

O N

ST

R

U C

TI

O

N

ST

A

+9

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

(MIN 2, MAX 4) AND REINSTALL CASTING. WRAP NEW RINGS/CASTING

WITH GEOTEXTILE FABRIC. SEE DETAIL 3 ON SHEET CP502.

5. TRENCH SETTLEMENT AREAS TO BE CORRECTED BY REMOVING

EXISTING BASE PAVEMENT (~20 FT WIDE), AND ADDING GRAVEL

BASE (COMPACTED IN PLACE) TO ADJUST/FILL SETTLEMENT. PAVE

BITUMINOUS BASE PATCH PRIOR TO WEAR COURSE PAVING.

END REPAIR

STA 11+92

OR NEAREST JOINT AFTER

BEGIN REPAIR

STA 10+68

OR NEAREST JOINT BEFORE

BEGIN REPAIR

STA 27+43 OF MILITIA DRIVE ALIGNMENT

OR NEAREST JOINT AFTER

END REPAIR

STA 19+93 OF MUSTANG AVE ALIGNMENT

OR NEAREST JOINT AFTER

EN

TR

Y

10+00 11+00 12+00 13+00820

RIM=817.3

RIM=816.9

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

NORTH

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP120 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

INSTALL BITUMINOUS

CURB ALONG DRIVEWAY /

TRASH ENCLOSURE, 35 LF

SEE DETAIL 4-CP502

BLDG 680

RDAPRON:01

PA680:01

BLDG 682

BLDG 685

RDAPRON:01

PA682:03

PA682:05

PA

2:

PA

2:

PA682:04

PASW:03

PASW:04

PASW:03

PASW:02

PASW:03

PASW:03

PASW:03

PASW:02

PA685:03

SEE SHEET CP130

SE

E

SH

EE

T C

P1

APRON PCC ESTIMATED QUANTITY OF REPAIRS FOR

PURPOSES OF BIDDING. INCLUDES BOTH CP120 AND CP130.

SPALL REPAIR = 410SY

CORNER BREAK REPAIR= 20SY

JOINT SEALANT REPLACEMENT = 20,000 LF

JOINT ROUTE AND SEAL = 750 LF

REPAIR EXISTING PATCHES = 20 SY

PROTECT EXISTING OIL

/ WATER SEPARATOR

PROTECT

BUILDING

SEE SHEET CP412

SEE SHEET CP411

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

BEGIN CONSTRUCTION

STA 10+20

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

(MIN 2, MAX 4) AND REINSTALL CASTING. WRAP NEW RINGS/CASTING

WITH GEOTEXTILE FABRIC. SEE DETAIL 3 ON SHEET CP502

5. PROTECT VALVE BOX DURING CONSTRUCTION.

6. PROTECT CASTING DURING CONSTRUCTION.

END OF CONCRETE SECTION

PASW:03 ALIGNS WITH RDAPRON:01

10+00

11+00

12+00

13+00

14+00

15+00

16+00

+0

14+00

+0

+0

+0

+0

+0

+0

+0

+0

13+00 14+00 15+00

11+06

10+00 11+00 11+96

10+00

11+0081

817 819818

" C

M P

RIM=817.8

RIM=816.4

RIM=819.2

RIM=818.0

RIM=816.8

RIM=817.3

RIM=818.6

RIM=818.1RIM=818.2

RIM=815.6

RIM=815.9

RIM=815.6

RIM=816.2

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP121 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

REPAIR SETTLED UTILITY

TRENCH PRIOR TO OVERLAY,

CUT AND PATCH BITUMINOUS

BASE COURSE PRIOR TO

WEAR REPLACEMENT, 30 SY.

GRADE TO

DRAIN TO INLET1

PROTECT

BOLLARDS DURING

CONSTRUCTION

PROTECT

BOLLARDS DURING

CONSTRUCTION

HERCULES AVE

BLDG 665

G

EN

ER

AL

M

IL

LE

R

D R

G

EN

ER

AL

M

IL

LE

R

D R

G

EN

ER

AL

M

IL

LE

R

D R

HERCULES AVE

HERCULES AVE

HERCULES AVE

M

IN

UT

EM

AN

D

R

M

IN

UT

EM

AN

D

R

M

IN

UT

EM

AN

D

R

BLDG

681 BLDG

BLDG 663

BL

DG

PA665:02

PA665:02

G

EN

ER

AL

M

IL

LE

R D

R

BLDG 683

BLDG 638

PA663:01

PA663:01

PA687:01

BLDG 668

BLDG 687 PA687:04

PA642:01

PA642:01

PA642:02

BLDG 642

PA662:03

PA662:03

PA662:03

PA662:04

PAVEHMAINT:01

PA638:01

PA

8:

PA642:02

PA640:01

PA640:01

PA640:01

BLDG 640

SEE SHEET CP131

SEE SHEET CP111

SE

E

SH

EE

T C

P1

SE

E

SH

EE

T C

P1

REMOVE EXISTING 36 LF CMP

AND REPLACE WITH 35 LF RCP.

SEE SECTION B

SHEET CP213 FOR PROFILE

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

BEGIN CONSTRUCTION

STA 10+76

BEGIN CONSTRUCTION

STA 10+14

BEGIN CONSTRUCTION

STA 10+05

SEE PROFILE C SHEET CP212

END CONSTRUCTION

STA 10+92

SEE PROFILE C SHEET CP212

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

(MIN 2, MAX 4) AND REINSTALL CASTING. WRAP NEW RINGS/CASTING

WITH GEOTEXTILE FABRIC. SSE DETAIL 3 ON SHEET CP502

5. TRENCH SETTLEMENT AREAS TO BE CORRECTED BY REMOVING

EXISTING BASE PAVEMENT (~20 FT WIDE), AND ADDING GRAVEL

BASE (COMPACTED IN PLACE) TO ADJUST/FILL SETTLEMENT. PAVE

SEE PROFILE D

SHEET CP212

23+00

+2

+0

+0

+0

+0

+0

+0

+0

+0

17+00

18+00

19+00

20+00 20+50

+0

+0

+0

+0

+0

+0

+0

+0

RIM=813.4

RIM=814.5

RIM=813.8

RIM=813.2

RIM=814.0

RIM=813.4

RIM=813.3

RIM=814.6

RIM=814.8

RIM=814.2

RIM=813.9

RIM=813.6 RIM=812.9

RIM=813.6

RIM=813.7

RIM=812.8

RIM=814.4

RIM=813.6

RIM=815.3

RIM=815.2

RIM=815.2

RIM=815.2

RIM=815.2

RIM=813.6

815814

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

NORTH

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP122 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

REPAIR SETTLED WATER MAIN

TRENCH PRIOR TO OVERLAY, CUT AND

PATCH BITUMINOUS BASE COURSE

PRIOR TO WEAR REPLACEMENT.

82 SY ON SHEET CP112.

61 SY ON SHEET CP122.

REPLACE 55 LF CURB WITH

CONCRETE SURMOUNTABLE CURB.

(SEE CURB TYPE S ON SHEET CP502)

PROTECT BOLLARDS

DURING CONSTRUCTION

HERCULES AVE

PA610:02

BLDG 610

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG 612

BLDG 614

BLDG 618

BLDG 613

M

IL

IT

IA

D R

M

IL

IT

IA

D R

M

IL

IT

IA

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

PA610:03

PA

0:

PA

0:

PA610:01

PA610:01

PA610:01

PA638:01

BLDG

PA610:04

PA

SU

PP

LY

:0

PA629:03

PA

9:

PA

9:

PA

9:

PA612:02

PA612:01

PACE:01

PA614:01PA614:01

PA613:01

PA613:01

PA613:01

PA618:01

PA613:01

PA613:01

PA613:01

PA613:01

PA618:01SEE SHEET CP132

SEE SHEET CP112

SE

E

SH

EE

T C

P1

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

REMOVE EXISTING CONCRETE TOP

SLAB, INSTALL NEW CONCRETE TOP

SLAB WITH MANHOLE FRAME/CASTING.

SEE DETAIL 2-CP502.

CONSTRUCT OPENING IN SURMOUNTABLE

CURB AND 6 FOOT WIDE VALLEY GUTTER

TO EXISTING STORM DRAIN, 8 SY.

ST

A

+7

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

(MIN 2, MAX 4) AND REINSTALL CASTING. WRAP NEW RINGS/CASTING

WITH GEOTEXTILE FABRIC. SEE DETAIL 3 ON SHEET CP502.

5. TRENCH SETTLEMENT AREAS TO BE CORRECTED BY REMOVING

EXISTING BASE PAVEMENT (~20 FT WIDE), AND ADDING GRAVEL

BASE (COMPACTED IN PLACE) TO ADJUST/ FILL SETTLEMENT. PAVE

SOD DISTURBED AREA, 10 SY

SEE VALLEY GUTTER DETAIL 1 ON SHEET CP503

BEGIN REPAIR

STA 22+76

OR NEAREST JOINT BEFORE

END REPAIR

STA 23+02

OR NEAREST JOINT AFTER

ENTR

Y

10+00

RIM=818.1

RIM=817.8

RIM=819.4

RIM=819.4

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP130 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

PA685:01

PA685:01

PA SW:02

BLDG 685

PA685:02

PA685:02

PA SW:02

PA SW:02

PA SW:02

PA SW:02

PA SW:02

PA SW:02

PA SW:01

PA SW:01

3 FT WIDE MILL

ALONG 410 LF LINE

410 LF OF 3 FT WIDE DIAMOND

GRIND TO CREATE FLUSH EDGE

WITH EXISTING CONCRETE

SEE SHEET CP120

SE

E

SH

EE

T C

P1

APRON PCC ESTIMATED QUANTITY OF REPAIRS FOR

PURPOSES OF BIDDING. INCLUDES BOTH CP120 AND CP130.

SPALL REPAIR = 410SY

CORNER BREAK REPAIR= 20SY

JOINT SEALANT REPLACEMENT = 20,000 LF

JOINT ROUTE AND SEAL = 750 LF

REPAIR EXISTING PATCHES = 20 SY

3 FT CONCRETE GRINDING = 410 LF

SEE SHEET CP410

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

WORK BOUNDARY LIMIT

ENTRY

+0

+0

+0

+0

14+00

+0

+0

9+

+0

+0

+0

11+00

12+00

13+00

14+00

15+00

16+00

17+00 18+00

+8

+0

11+00 12+00

13+00

14+00

15+00

15+15

10+00

11+00

12+00

13+00

14+00

15+00

10+00

10+96

+8

10+00

RIM=817.4

RIM=817.4

RIM=817.2

RIM=817.1

RIM=817.0

RIM=817.1

RIM=817.3

RIM=815.3

RIM=814.8

RIM=815.3

RIM=815.6

RIM=815.9

RIM=816.3

RIM=817.4

RIM=816.3

9 81

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP131 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

BEGIN 2' PAVEMENT WIDEN

2' GRAVEL SHOULDER

1 1

PROTECT BOLLARDS

DURING CONSTRUCTION

PROTECT BOLLARDS

DURING CONSTRUCTION

PROTECT BOLLARDS

DURING CONSTRUCTION

BLDG 686

M

IL

IT

IA

D R

PA687:02

BLDG 645

BLDG

BLDG 641

BLDG 641

BLDG 640

M

IL

IT

IA

D R

M

IN

UT

EM

AN

D

R

SPITFIRE AVE

SPITFIRE AVE

SPITFIRE AVE

SPITFIRE AVE

PA687:03

PA687:03

PA687:03

PA685:01

PA685:01

RD685:01

PASW:01

PASW:01

PA

5:

PA645:02

PA642:01

PA642:01

PA642:01

PA645:01

PA645:01

PASPITFIRE:02

PASPITFIRE:01

PA

1:

PA

1:

PA619:02

PA640:02

PA640:02PA

0:

PACOMTRAIN:01

SEE SHEET CP121

SE

E

SH

EE

T C

P1

SE

E

SH

EE

T C

P1

PROTECT

DRAINAGE

FLUME

PA

1:

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

WIDEN PAVEMENT BY 2'.

SEE DETAIL 5 SHEET CP502

2' GRAVEL SHOULDER

END 2' PAVEMENT WIDEN

2' GRAVEL SHOULDER

BEGIN CONSTRUCTION

STA 10+04

BEGIN CONSTRUCTION

STA 10+42

BEGIN CONSTRUCTION

STA 10+16

SEE PROFILE A SHEET CP212

END CONSTRUCTION

STA 14+99

SEE PROFILE A SHEET CP212

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

BEGIN CONSTRUCTION

STA 10+18

SEE PROFILE B

SHEET CP212

BEGIN CONSTRUCTION

STA 10+13

SEE PROFILE E

SHEET CP212

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

+0

RIM=815.1

RIM=815.1

RIM=815.2

RIM=814.9

RIM=814.4

RIM=814.3 RIM=814.2

RIM=814.4

RIM=814.5 RIM=814.4

RIM=814.6

RIM=815.7

RIM=815.4

RIM=815.5 RIM=814.5 RIM=814.5

RIM=815.8

D

A

1 2

C

AD

D D

3- R

C

B

3 4 5

F

E

G

D

6 7 8 9

REV.

10 11

CHECKED

DESIGNED

APPROVED

APPROVED

DATE

DRAWN SCALE:

NO.

A

DATENO. REVISIONS APVDCHKDDSGN

B

C

E

F

G

C STANLEY CONSULTANTS

0 1 2 3

AT FULL SIZE

IN

cm0 1 2 3 4 5 6 7 8

MINNESOTA AIR NATIONAL GUARD

REPAIR APRON & BASE PAVEMENTS

133RD AIRLIFT WING

MSP INTERNATIONAL AIRPORT

SIGNATURE

DATE

NAME

LICENSE #

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR

REPORT WAS PREPARED BY ME OR UNDER MY DIRECT

SUPERVISION AND THAT I AM A DULY LICENSED ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

PROJECT MNANG PROJECT NO.

28232.07 QJKL162003

THOMAS G. THOMPSON

07/28/2022 40503

TYPE B-3 100%

CIVIL

PAVEMENT REPAIR PLAN

CP132 0

1" = 40'

28232.07

F. ZIDANI, S. HANSEN

D.J. LITTERER

JULY 28, 2022

B. FEICHTINGER

T.G. THOMPSON

0 100% SUBMITTAL FZ BF TT 07-28-22

40' 80'0

SCALE:1"=40'

PROTECT BOLLARDS

DURING CONSTRUCTION

1 1

BLDG 619

PA618:02

SPITFIRE AVE

M

IL

IT

IA

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

AI

R

LI

FT

D R

BLDG

BLDG

BLDG 614

PA618:01

PA618:01

PA618:01

PA614:01

PA614:01

PA617:01

PA617:01

PA617:01

PA619:02

PA619:02

PA619:02

PA619:02

PA619:01

PA619:01

PA619:01

PA619:01

PA619:01

SEE SHEET CP122

SE

E

SH

EE

T C

P1

LEGEND:

ROUTE/SEAL CRACKS AND CHIP SEAL

(SEE DETAIL A1 ON SHEET CP301)

MILL & OVERLAY

(SEE DETAIL D3 ON SHEET CP301)

LIGHT DUTY: 3.5" HMA

(SEE DETAIL A4 ON SHEET CP301)

HEAVY DUTY: 5" HMA

(SEE DETAIL A6 ON SHEET CP301)

FULL DEPTH REPAIR, PCC

(SEE DETAIL D8 ON SHEET CP301)

CONCRETE JOINT, REPAIR

(SEE SHEET CP501)

EXISTING CONCRETE

CURB REPAIR

(SEE DETAIL 1 ON SHEET CP502)

BEGIN CONSTRUCTION

STA 10+81

1. VALVE BOX ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. VALVE BOX ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT VALVE

BOX DURING CONSTRUCTION.

2. MANHOLE ADJUSTMENT ASSUMES 2 ADJUSTMENTS FOR

RECLAMATION - DOWN FOR PAVEMENT RECLAMATION AND UP TO

FINISH GRADE. MANHOLE ADJUSTMENT ASSUMES 1 ADJUSTMENT

TO FINISHED GRADE FOR MILLING OPERATION. PROTECT MANHOLE

DURING CONSTRUCTION.

3. FOR CONCRETE CURB REMOVAL, SAW CUT AND REMOVE EXISTING

CURB TO NEAREST JOINT.

GENERAL NOTES:

KEYNOTES:

1. PROTECT EXISTING CATCH BASIN, PROVIDE INLET PROTECTION.

2. ADJUST VALVE BOX.

3. PREVENT DEBRIS FROM ENTERING MANHOLE DURING

CONSTRUCTION. DEBRIS IS TO BE IMMEDIATELY REMOVED.

4. ADJUST CASTING TO FINISH GRADE. REMOVE EXISTING CASTING

AND ADJUSTMENT RINGS, INSTALL NEW HDPE ADJUSTMENT RINGS

10+00

8.

8.

9.

9.

9.

12+00

9.

9.

9.

9.

9.

14+00

9.

9.

8.

8.

8.

16+00

8.

8.

7.

8.

8.

18+00

8.

8.

8.

8.

8.

20+00

3.8% 0.1% -0.2%0.8% 0.4%

-0.5%

PV

I S