W911SA21B2009 Drawings.pdf

PDF 10 MB Posted Jul 21, 2021

Attached to: Construct POV Lot Fale ARC, Sheboygan WI Federal contract opportunity
Solicitation number: W911SA21B2009
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

About this file

Written by GovTribe AI · Dec 28, 2023

This document is a sources sought synopsis for a federal contract to construct a POV lot at Fale Army Reserve Center in Sheboygan, Wisconsin. The Mission and Installation Contracting Command, Fort McCoy is conducting market research to determine if the requirement can be set aside for small businesses. The contract is estimated at $39.5 million with a period of performance of 270 days. Responses are due by July 28, 2021 and shall include company information, interest as a prime or subcontractor, pricing and experience information, and recommendations to improve the requirement specifications. The anticipated NAICS code is 237310 for highway, street and bridge construction.

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W911SA21B2009 PWS.docx	DOCX document	Jul 21, 2021
W911SA21B2009 Specifications.pdf	PDF	Jul 21, 2021

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88th READINESS

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W a y z a

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

CONTRACT NO.:

ISSUE DATE:

W911SA18D2006

TASK ORDER: W911SA20F2086

FEBRUARY 26, 2021

VOLUME 1

AEC_HOST_AG

2913 ERIE AVENUE, SHEBOYGAN, WI

SGT WILLIAM F. FALE ARC

POV PARKING LOT

PROJECT #28691.08.00

G-001 COVER SHEET

G-002 CIVIL LEGEND

CD-001 DEMOLITION OVERALL SITE PLAN

CD-002 DEMOLITION SITE PLAN SHEET 1

CD-003 DEMOLITION SITE PLAN SHEET 2

C-001 OVERALL-SITE PLAN

C-002 SITE-PLAN-SHEET 1

C-003 SITE-PLAN-SHEET 2

C-501 TYPICAL MARKINGS & PARKING DETAILS

C-502 SITE & FENCE GATE DETAILS

CG-001 OVERALL SITE GRADING PLAN

CG-002 SITE GRADING SHEET 1

CG-003 SITE-GRADING SHEET 2

CU-001 STORM WATER PLAN

CU-501 STORM DETAILS SHEET 1

CU-502 STORM DETAILS SHEET 2

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL SITE-PLAN

E-501 ELECTRICAL DETAILS SHEET 1

EL-501 ELECTRICAL LIGHTING DETAILS SHEET 1

EL-502 ELECTRICAL LIGHTING DETAILS SHEET 2

L.01 LANDSCAPE PLAN

J E

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C V

C M

5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota 55416-1235 www.stanleyconsultants.com

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF ILLINOIS.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

MAJID

ZARGAR

062-047370

L I

PROFESSIONAL ENGINEER

STATE OF ILLINOIS

MAJID ZARGAR 02-26-2021

11-30-2021

062-047370

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

JORDAN E. TURNER 02-26-2021

12-31-2022

P25705

I HEREBY CERTIFY THAT REVISION 0 TO THIS ENGINEERING DOCUMENT

WAS PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION

AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE

LAWS OF THE STATE OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

CASEY M. KONIARSKI 02-26-2021

11-30-2021

10973

CASEY M.

KONIARSKI

062-046258

L I

PROFESSIONAL ENGINEER

OF ILLINOIS

JORDAN E.

TURNER

P25705

2-26-2021

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GENERAL PLAN SYMBOLS GENERAL SECTION SYMBOLS

UTILITY PLAN SYMBOLS

PAVEMENT MARKING SYMBOLS

GENERAL NOTESROAD SIGN SYMBOLSVALVE SYMBOLS

GENERAL TREE SYMBOLS

3:1

TRAFFIC FLOW ARROW

(STRAIGHT ONLY)

TRAFFIC FLOW ARROW

(TURN ONLY)

TRAFFIC FLOW ARROW

(STRAIGHT OR TURN ONLY)

HANDICAP PAVEMENT MARKING

RAILROAD CROSSING

PAVEMENT MARKING

PAINTED TRAFFIC STRIPE

INTERSTATE HIGHWAY

US HIGHWAY

STATE HIGHWAYOR

MANHOLE

MANHOLE WITH VALVE

CATCH BASIN

HEADWALL

CULVERT END SECTION

YARD/FIRE HYDRANT

YARD CLEAN OUT

DEWATERING WELL

UTILITY POLE

LIGHT POLE

POLE SUPPORT

TOWER

TELEPHONE REDESTAL

GATE VALVE

CHECK VALVE

PLUG VALVE

GLOBE VALVE

BALL VALVE

POST INDICATOR VALVE

YCO

EARTH

ROCK

CRUSHED ROCK

CONCRETE

RIPRAP

RIPRAP (LARGE)

WATER LEVEL

CORRUGATED METAL PIPE (SMALL)

CORRUGATED METAL PIPE (LARGE)

SHRUB (SMALL)

DECIDUOUS TREE (MEDIUM)

DECIDUOUS TREE (LARGE)

CONIFEROUS TREE (SMALL)

CONIFEROUS TREE (MEDIUM)

CONIFEROUS TREE (LARGE)

PALM TREE (SMALL)

PALM TREE (LARGE)

SHRUB LINE

TREE LINE (SMALL)

PROPERTY LINE

RIGHT-OF-WAY

BASE LINE, DATUM LINE

ONE STATION MARK

FIVE STATION MARK

POINT OF CURVE,

POINT OF TANGENT

SURVEY HUB,

POINT OF INTERSECTION

SURVEY MONUMENT

PROPOSED CONTOUR

EDGE OF WATER

DITCH FLOWLINE

SWALE OR DEPRESSION

SLOPE (3 HORIZ TO 1 VERT)

SWAMP OR WETLAND)

BENCH MARK

SOIL BORING

FENCE

GUARD RAIL

RIPRAP

SIGN (ONE POST)

SIGN (TWO POST)

EXISTING SPOT ELEVATION

PROPOSED SPOT ELEVATION

EXISTING CUT OR FILL SLOPE;

ARROWS POINT DOWN SLOPE

NEW CUT OR FILL SLOPE;

ARROWS POINT DOWN SLOPE

TOP OF CURB ELEVATION

GUTTER OR GROUND ELEVATION

110.50

110.00

110.50

120.0

ROW

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND MAY

NOT APPEAR ON THIS SET OF DRAWINGS.

2. ALL UTILITY LINES ARE APPROXIMATE. CONTRACTOR TO VERIFY IN

FIELD.

3. COORDINATE WITH 88TH READINESS DIVISION AND CITY OF

SHEBOYGAN.

4. HORIZONTAL DATUM: NAD83 (2011), WISCONSIN COUNTY

COORDINATES SYSTEM, SHEBOYGAN COUNTY, US SURVEY FOOT.

5. VERTICAL DATUM: NAVD 88.

6. DEVELOP STORMWATER POLLUTION CONTROL PLAN IF REQUIRED.

STORMWATER POLLUTION CONTROL PLAN MUST CONFORM TO WE

DNR AND CITY OF SHEBOYGAN REQUIREMENTS.

EXISTING CONTOUR

UTILITY LINE SYMBOLS

EXISTING

COM

COMMUNICATIONS

ELECTRICAL

GAS

SANITARY

STORM DRAIN

TELEPHONE

WATER

PROPOSED

UNDERGROUND COMMUNICATIONS

RCP STORM DRAIN

UNDERGROUND ELECTRICAL

UNDERGROUND MECHANICAL PIPING

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UTILITY PLAN SYMBOLS

MANHOLE

MANHOLE WITH VALVE

CATCH BASIN

HEADWALL

CULVERT END SECTION

YARD/FIRE HYDRANT

YARD CLEAN OUT

DEWATERING WELL

UTILITY POLE

LIGHT POLE

POLE SUPPORT

TOWER

TELEPHONE REDESTAL

YCO

SURVEY SYMBOLS

POWER POLE

ELECTRIC BOX

LIGHT POLE

HYDRANT

GAS VALVE

SIGN

MANHOLE

GUARD POST

CONIFEROUS TREE

DECIDUOUS TREE

CONTROL POINT

GAS METER

SANITARY MANHOLE

ROOF DRAIN

WATER VALVE

COMMUNICATION JUNCTION BOX

CLEAN OUT

CATCH BASIN

FLAG POLE

SOIL BORING

POWER POLE ANCHOR

WELL

PCC PAVEMENT

EXISTING HMA PAVEMENT

HANDHOLE COMMUNICATIONS

OVERHEAD WIRES

SANITARY SEWER

STORM SEWER

FENCE

GAS MAIN

COMMUNICATION

FIBER OPTICS

REINFORCED CONCRETE PIPE

CORRUGATED PLASTIC PIPE

POLYVINYL CHLORIDE PIPE

STORM MANHOLE

DEMOLITION HATCHING

1. THE HORIZONTAL DATUM AND BEARINGS ARE BASED ON THE WISCONSIN

COUNTY COORDINATES 1. SYSTEM, SHEBOYGAN COUNTY, NAD83 (2011).

2. THE VERTICAL DATUM IS NAVD 88. THE SITE BENCHMARK IS THE TOP NUT OF

THE FIRE HYDRANT LOCATED 2. APPROXIMATELY 320 FEET WEST OF THE MAIN

ENTRANCE TO THE SUBJECT SITE, ON THE SOUTH SIDE OF ERIE AVENUE.

ELEVATION = 703.45, DEPICTED HEREON.

3. THE LOCATION AND EXTENT OF UNDERGROUND UTILITIES, IF SHOWN, ARE

BASED UPON EXISTING DRAWINGS 3. PROVIDED BY THE CLIENT, ABOVE

GROUND EVIDENCE AND A DIGGERS HOTLINE LOCATE PER TICKET NUMBER

20203200583. EXCLUSIVE OF EXCAVATION, THERE IS NO GUARANTEE AS TO THE

ACCURACY OR THE COMPLETENESS OF THIS INFORMATION. THE SIZE AND

LOCATION SHOULD BE CONSIDERED APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES MAY BE PRESENT. VERIFICATION OF THE EXISTENCE

AND LOCATION OF ALL UTILITIES SHOULD BE OBTAINED FROM THE UTILITY

OWNERS PRIOR TO ANY PLANNING OR DESIGN. IN ACCORDANCE WITH STATE

STATUTE, THE LOCATION OF UTILITIES SHALL BE CONFIRMED PRIOR TO ANY

DEMOLITION OR CONSTRUCTION.

SURVEY NOTES

NEW CONSTRUCTION, CURB

NEW CONSTRUCTION, PAVEMENT

NO PARKING MARKING

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GENERAL NOTES

1. ALL DEMOLITION MUST BE COORDINATED WITH THE 88TH

READINESS DIVISION AND THE CITY OF SHEBOYGAN.

2. BEFORE DEMOLISHING THE EXISTING FENCE, THE NEW FENCELINE

SHALL BE CONSTRUCTED.

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REMOVE TREE

APPROXIMATE ROW

DEMOLISH CHAIN LINK FENCE

WITH BARBED WIRE

DEMOLISH SWING

GATE

REMOVE TREE

REMOVE CURB

AND GUTTER

FALE ARMY RESERVE CENTER

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FOR CONTINUATION SEE SHEET C-02

GENERAL NOTES

1. DEMOLISH SHRUBS THAT ARE WITHIN THE CONSTRUCTION AREA.

NOT ALL SHRUBS ARE SHOWN ON PLANS.

2. CONTRACTOR SHALL COORDINATE WITH 88TH READINESS DIVISION

BEFORE DEMOLISH OF PERIMETER FENCE. NEW FENCELINE SHALL

BE ESTABLISHED BEFORE DEMOLISH OF EXISTING FENCELINE.

3. CONTRACTOR SHALL COORDINATE WITH 88TH READINESS DIVISION

AND CITY OF SHEBOYGAN BEFORE PERFORMING DEMOLITION OF

CURB AND GUTTER. TEMPORARY TRAFFIC CONTROL FOR ERIE AVE

WILL CONFORM TO STANDARD DETAIL DRAWINGS SECTION 15D OF

THE WISCONSIN DOT.

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C D

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REMOVE TREE

DEMOLISH CHAIN LINK FENCE

WITH BARBED WIRE

MEP PARKING

D E

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CD-003

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FOR CONTINUATION SEE SHEET C-01

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GENERAL NOTES

1. DEMOLISH SHRUBS THAT ARE WITHIN THE CONSTRUCTION AREA.

NOT ALL SHRUBS ARE SHOWN ON PLANS.

2. CONTRACTOR SHALL COORDINATE WITH 88TH READINESS DIVISION

BEFORE DEMOLISH OF PERIMETER FENCE. NEW FENCELINE SHALL

BE ESTABLISHED BEFORE DEMOLISH OF EXISTING FENCELINE.

3. CONTRACTOR SHALL COORDINATE WITH 88TH READINESS DIVISION

AND CITY OF SHEBOYGAN BEFORE PERFORMING DEMOLITION OF

CURB AND GUTTER. TEMPORARY TRAFFIC CONTROL FOR ERIE AVE

WILL CONFORM TO STANDARD DETAIL DRAWINGS SECTION 15D OF

THE WISCONSIN DOT.

C D

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FALE ARMY RESERVE CENTER

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NORTH

GENERAL NOTES

1. ALL PROJECT AREAS DISTURBED BY CONSTRUCTION OUTSIDE OF

PAVEMENT AREAS SHALL BE RESTORED BY SEEDING.

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700.51

700.34

700.29

699.79

700.07

699.25

699.43

699.91

699.70

700.53

700.31

700.04

700.73

700.46

699.89

699.92

700.69

700.66

701.30

701.39

700.84

700.75

700.29

1.50%

1.50% 1.50%

1.50%

3:1

6:1

4.49%

4.47%

1.50%

1.50%1.50% 1.50% 1.50%

1.50%

700.24

699.71

% 2

5:1

6:1

3:1

BOTTOM OF BASIN EL 697.07

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GENERAL NOTES

1. ALL SLOPES THAT ARE 3:1 OR GREATER WILL

REQUIRE EROSION CONTROL MATS.

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702.47

702.56

701.68

701.75

701.48

701.75

1.50%1.50% 1.50% 1.50%

1.50%1.50% 1.50%

3:1

1.50%1.50% 1.50% 1.50%

1.50%

5:1

701.95

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GENERAL NOTES

1. ALL SLOPES THAT ARE 3:1 OR GREATER WILL REQUIRE

EROSION CONTROL MATS.

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A D

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G M

R B

C V

E R

V E

N U

O V

E R

A L L S

I T

L A

C-001

X Y

Sheet

S O

L I C

I T

A T

I O

F I

D W

C K

D E

S I G

N E

D E

S C

R I P

T I O

2 3

4 5

M A

R K

D A

T E

S I Z

S U

B M

I T

T E

P L O

C A

L E

L O

A T

C O

N T

R A

D A

T E

A P

P R

O J E

M I T

T A

A R

E R

V E

D I N

E S

I V

I S

I O

D E

P A

R T

M E

U S

R M

I S

S I O

S T

A L L A

T I O

C O

N T

R A

C T

I N

O M

M A

N D

M I C

C F

O R

C C

O Y

O U

E E

F O

O Y

88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

W G

A N

S I

X X

W S

A D

J E

G M

R B

C V

789 10

25 26

35 36

6.00

6" PCC SIDEWALK

7 FT TALL CHAIN LINK FENCING

2 FOOT CURB AND GUTTER

8" WIDE CURB

2 FT CURB AND GUTTER

8" WIDE CURB

DETENTION BASIN

5" HMA

PAVEMENT

WHITE PAVEMENT MARKING,

PARKING SPACE LINE (TYP)

INSTALL ADA SIGNS (VAN

ACCESSIBLE)

INSTALL ADA SIGN

BOLLARD (TYP 12)

LIGHT POLE

SIDEWALK RAMP

INSTALL ADA SIGNS (VAN

ACCESSIBLE)

SIDEWALK RAMP

P A

C E

26.00

P A

C E

18.00

27.00

PROTECT COMM

LINE IN PLACE

DOUBLE YELLOW

CENTERLINE

STOP BAR

CURB CUT

STOP SIGN

(MUTCD R1-1)

FALE ARMY RESERVE CENTER

E R

N V

E N

U E

Point Table

Point #

Northing

177155.50

177162.26

177140.60

177147.35

177140.54

177147.41

177118.63

177118.60

177142.35

177159.85

177152.18

177134.23

177131.33

177130.83

177127.82

177125.51

177122.50

177120.97

Easting

210173.05

210233.09

210174.73

210234.76

210189.73

210219.76

210219.64

210189.65

210186.64

210222.64

210230.09

210384.46

210389.66

210381.34

210376.92

210354.90

210351.97

210349.01

210230.35

Description

BEGIN CURB REMOVAL

END CURB REMOVAL

RADIUS CENTER

END RADIUS

BEGIN RADIUS

RADIUS CENTER

DETENTION BASIN EDGE

Point Table

Point #

Northing

177126.14

177137.56

177115.62

176827.01

176822.01

176827.01

176822.01

176827.01

177106.00

177105.95

177113.99

177106.99

177098.99

177087.99

Easting

210225.28

210225.69

210186.65

210222.65

210173.12

210238.12

210173.12

210186.12

210191.12

210186.12

210218.12

210223.12

210238.12

210244.12

210261.34

210245.12

Description

DETENTION BASIN EDGE

END OF RADIUS

END OF CURB AND GUTTER

EDGE OF SIDEWALK

EDGE OF PAVEMENT

BEGIN RADIUS

END RADIUS

RADIUS CENTER

BEGIN RADIUS

END RADIUS

RADIUS CENTER

END OF CURB AND GUTTER

EDGE OF SIDEWALK

EXISTING SIDEWALK TIE-IN

GUARD POST

Point Table

Point #

Northing

177073.49

177065.51

177056.51

177047.51

177038.51

177029.51

177020.51

177011.51

177137.38

177125.97

177125.50

177127.83

177136.33

177154.30

176790.53

176952.84

176952.70

Easting

210245.12

210230.69

210230.28

210348.97

210354.97

210376.80

210384.54

210271.48

210271.50

210297.58

Description

GUARD POST

RADIUS CENTER

EXISTING FENCE TIE-IN

FENCE CORNER

FENCE BUILDING TIE-IN

S I T

E P

L A

N S

H E

C-002

X Y

FOR CONTINUATION SEE SHEET C-02

Sheet

S O

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F I

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D E

S I G

N E

D E

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R I P

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2 3

4 5

M A

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D A

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S I Z

S U

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P L O

C A

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L O

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P R

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M I T

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D I N

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P A

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I S

S I O

S T

A L L A

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C O

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M A

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M I C

C F

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C C

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E E

F O

O Y

88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

GENERAL NOTES

1. SEE SHEETS C-501 AND C-502 FOR DETAILS.

2. ALL TEMPORARY TRAFFIC CONTROL SHALL CONFORM TO THE

STANDARD DETAIL DRAWINGS SECTION 15D OF THE WISCONSIN

DOT.

3. PROVIDE TRANSVERSE CONTRACTION JOINTS SPACED 5 FEET ON

CENTER AND PROVIDE MAXIMUM PANEL LENGTH TO WIDTH RATIO

OF 1.25. CURB AND GUTTER JOINTS SHALL BE LOCATED TO ALIGN

WITH SIDEWALK JOINTS.

W G

A N

S I

X X

W S

A D

J E

G M

R B

C V

6.00

27 28

7 FT TALL CHAIN LINK FENCING

6" PCC SIDEWALK

2 FOOT CURB AND GUTTER

8" WIDE CURB

5" HMA

PAVEMENT

WHITE PAVEMENT MARKING,

PARKING SPACE LINE (TYP)

P A

C E

P A

C E

LIGHT POLE

18.00

27.00

MEP LOT

Point Table

Point #

Northing

177155.50

177162.26

177140.60

177147.35

177140.54

177147.41

177118.63

177118.60

177142.35

177159.85

177152.18

177134.23

177131.33

177130.83

177127.82

177125.51

177122.50

177120.97

Easting

210173.05

210233.09

210174.73

210234.76

210189.73

210219.76

210219.64

210189.65

210186.64

210222.64

210230.09

210384.46

210389.66

210381.34

210376.92

210354.90

210351.97

210349.01

210230.35

Description

BEGIN CURB REMOVAL

END CURB REMOVAL

RADIUS CENTER

END RADIUS

BEGIN RADIUS

RADIUS CENTER

DETENTION BASIN EDGE

Point Table

Point #

Northing

177126.14

177137.56

177115.62

176827.01

176822.01

176827.01

176822.01

176827.01

177106.00

177105.95

177113.99

177106.99

177098.99

177087.99

Easting

210225.28

210225.69

210186.65

210222.65

210173.12

210238.12

210173.12

210186.12

210191.12

210186.12

210218.12

210223.12

210238.12

210244.12

210261.34

210245.12

Description

DETENTION BASIN EDGE

END OF RADIUS

END OF CURB AND GUTTER

EDGE OF SIDEWALK

EDGE OF PAVEMENT

BEGIN RADIUS

END RADIUS

RADIUS CENTER

BEGIN RADIUS

END RADIUS

RADIUS CENTER

END OF CURB AND GUTTER

EDGE OF SIDEWALK

EXISTING SIDEWALK TIE-IN

GUARD POST

Point Table

Point #

Northing

177073.49

177065.51

177056.51

177047.51

177038.51

177029.51

177020.51

177011.51

177137.38

177125.97

177125.50

177127.83

177136.33

177154.30

176790.53

176952.84

176952.70

Easting

210245.12

210230.69

210230.28

210348.97

210354.97

210376.80

210384.54

210271.48

210271.50

210297.58

Description

GUARD POST

RADIUS CENTER

EXISTING FENCE TIE-IN

FENCE CORNER

FENCE BUILDING TIE-IN

S I T

E P

L A

N S

H E

C-003

X Y

FOR CONTINUATION SEE SHEET C-01

Sheet

S O

L I C

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F I

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S I G

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D E

S C

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2 3

4 5

M A

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S I Z

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P L O

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P R

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M I T

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D I N

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I V

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I O

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P A

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I S

S I O

S T

A L L A

T I O

C O

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M A

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M I C

C F

O R

C C

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F O

O Y

88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

GENERAL NOTES

1. SEE SHEETS C-501 AND C-502 FOR DETAILS.

2. PROVIDE TRANSVERSE CONTRACTION JOINTS SPACED 5 FEET ON

CENTER AND PROVIDE MAXIMUM PANEL LENGTH TO WIDTH RATIO

OF 1.25. CURB AND GUTTER JOINTS SHALL BE LOCATED TO ALIGN

WITH SIDEWALK JOINTS.

W G

A N

S I

X X

W S

A D

J E

G M

R B

C V

P I C

A L

A R

K I N

E T

A I L S

C-501

X Y

(WHITE AS INDICATED ON PLANS)

ALL PAVEMENT MARKINGS SHALL CONFORM TO MUTCD REQUIREMENTS.

VARIES - SEE PLANS

V A

R I E

S E

L A

N S

8'-0" (TYP)

4" WIDE, WHITE (TYP)

PAVEMENT STRIPING DETAIL

PAVEMENT MARKING DETAIL

PARKING SPACE LINE

NOTES:

GENERAL NOTES:

I N

2'-0'' MIN

6''

9'-0" VARIES 9'-0"

SIDEWALK

Y P

4" WHITE LINE (TYP)

8" WHITE LINE (TYP)

INSTALL 4" DIA SCHED 40 POLE W/ HANDICAP

SIGN (R7-8) & VAN ACCESSIBLE SIGN (R7-8A);

(INSTALL TO MATCH FENCE LINE POST CONC

BASE, SEE THIS SHEET FOR DETAILS)

45° (TYP)

HANDICAP PARKING DETAIL

WHEELCHAIR PAVEMENT

MARKING SYMBOL DETAIL

HANDICAP SIGN DETAIL

GRADE OR T/ PAVEMENT

HANDICAP SIGN

(R7-8, 12"X18")

VAN ACCESSIBLE SIGN

(R7-8A, 12"X6")

45° (TYP)

9'-0"

SEE

PLANS

VARIES

SEE

PLANS

1. SIGNS SHALL CONFORM TO WISCONSIN DOT REQUIREMENTS AND

MUTCD.

8" WIDE, WHITE (TYP)

SIGN POST

GUARD POST DETAIL

CONCRETE BASE

TOP OF CONCRETE SLAB OR

SURFACING WHERE SHOWN ON PLANS

1/2" ISOLATION JOINT MATERIAL

AT CONCRETE SLAB

6" DIA SCHEDULE 40 STEEL

PIPE FILLED WITH CONCRETE;

PAINT SAFETY YELLOW

FINISH GRADE WHERE

SHOWN ON PLANS

1'-6" DIA (MIN)

NO SCALE

Sheet

S O

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M I T

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D I N

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P A

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S I O

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A L L A

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C O

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M I C

C F

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C C

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F O

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88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

DOUBLE CENTER LINE (YELLOW)

(JOINT)

NO SCALE

I N

GRADE OR T/ PAVEMENT

SIGN POST

STOP SIGN

(R1-1, 36"X36")

STOP SIGN DETAIL

NO SCALE

CURB AND GUTTER

18"WIDE STOP LINE

Y P

STOP SIGN

TYPICAL STOP LINE PAVEMENT

MARKING WITH CURB AND GUTTER

EDGELINE

EDGE OF

FLANGE

W G

A N

S I

X X

W S

A D

J E

G M

R B

C V

SLOPE

3"R

2'-0"

I N

5" HMA SURFACE

4" AGGREGATE BASE

COMPACTED SUBGRADE

I T

I O

SECTION

CG500

VARIES

1'-6"

LANDING @ 2% SLOPE MAX

FORMED & POURED SEPARATELY

BOTTOM OF RAMP CURB WHEN

EXPANSION JOINT

TOP OF SIDEWALK

1/2"

S/W RAMP

LIMITS OF HEAVY BROOM

FINISH (TYP)

EXPANSION

JOINT

CURB AND

GUTTER

EXPANSION

JOINT

TOP OF

LANDING

GUTTER

FLOW LINE

INSTALL DETECTABLE WARNING

PAD IN CONFORMANCE WITH WI

DOT SIZE AND SHAPE

TRUSS ROD

TIGHTENING

DEVICE

CONCRETE

ENCASEMEMT

TRUSS

ROD

TRUSS

ROD

EXTENSION ARM

BARBED WIRE

STRETCHER

BAR (TYP)

FABRIC FENCE

BRACE POST

TOP RAIL

(ISOMETRIC VIEW)

(TWO BRACE POST ASSEMBLIES)

TYPICAL CORNER, ANGLE AND PULL POST DETAIL

CORNER POST

NO SCALE

M A

T C

X S

H E

I G

Y P

FENCE

FABRIC

TRUSS ROD

TIGHTENING

DEVICE

BOTTOM

TENSION WIRE

CONCRETE

BASE

BARBED WIRE ON

EXTENSION ARMS

CROWN - 1" MIN

2" MAX

CONCRETE

BASE

EXTENSION

ARM

10'-0" (MAX)10'-0" (MAX) 10'-0" (MAX)

PROTECTED

AREA

C L

E A

POST

FENCE FABRIC

NON-GATE POST

INSTALLATION DETAIL

PULL POST

BRACE RAIL

TRUSS ROD

(ONE BRACE POST ASSEMBLY)

PULL POST

INSTALLATION DETAIL

TOP RAIL

NO SCALE

POST SPACING POST SPACING

NO SCALE

POST TYPE

CONCRETE BASE DIAMETER (D)

D (INCHES) (MINIMUM)

CORNER, PULL OR END

LINE

SEE NOTE 2

NO. 6 AWG BARE

COPPER WIRE

CLAMP TO

GROUND ROD

GROUND

LINE

CONNECT TO TOP RAIL

WITH CLAMP

3/4" X 10' COPPER CLAD

GROUND ROD

TYPICAL GROUND ROD

INSTALLATION DETAIL

CONNECT TWICE (2)

TO FENCE FABRIC

CONNECT TO BOTTOM

TENSION WIRE

NO SCALE

SEE NOTE 2 REMOVE ALL FIN

MARKS FROM

JOINTING TOOL

1/2" MAX RADIUS

SIDEWALK HAND TOOLED CONTROL JOINT

1/4" MAX

I N

SIDEWALK SAWED CONTROL JOINT

6" PCC

4" AGGREGATE BASE

EARTH

TYPICAL 6" PCC SIDEWALK DETAIL

2.0%

NOTES:

1. MAXIMUM CROSS SLOPE 2.0%.

MAXIMUM RUNNING SLOPE 5.0% FOR ADA

ACCESSIBLE ROUTES.

EXPANSION JOINTS ARE NOT REQUIRED BETWEEN

SIDEWALKS AND CURBS THAT ABUT THE SIDEWALK

LONGITUDINALLY.

1/2" PREFORMED EXPANSION

JOINT MATERIAL, SEE NOTE 3

CURB AND GUTTER

S I T

E T

A I L S

C-502

X Y

1. 3-STRAND BARBED WIRE USED ON ALL CHAIN LINK FENCING.

GENERAL NOTES:

TYPICAL HMA PAVEMENT SECTION

6" STANDARD CURB DETAIL

CURB RUNOUT FOR ALL CURBS

NO SCALE

ADA SIDEWALK RAMP DETAIL

Sheet

S O

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F O

O Y

88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

W G

A N

S I

X X

W S

A D

J E

G M

R B

C V

4336 SQUARE FEET

2FEET DEEP WITH

4:1 SLOPES

3X3 INLET

MANHOLE

RIM:698.00

SUMP:695.50

INV IN:697.00 6"

INV OUT:696.50 10"

3X3 INLET

MANHOLE

RIM:698.00

SUMP:695.50

INV IN:697.00 6"

INV OUT:696.50 10"

CORE THROUGH

EXISTING CATCH BASIN

AND GROUT SEE DETAIL

SHEET CU-501

10' X 10' WIDOT

LIGHT RIPRAP

EXST MH

STA:10+00.00 OFF:0.00

RIM:698.48

SUMP:691.30

INV IN:693.30 10"

EXST INLET

STA:10+14.76 OFF:0.00

RIM:698.38

SUMP:694.91

INV IN:695.70 10"

INV OUT:695.70 10"

MANHOLE 3X3

W/2' TYPE C CASING

STA:10+42.01 OFF:0.04R

RIM:698.00

SUMP:695.50

INV IN:697.00 6" CORE

DRILLED HOLE WITH 2"

RESTRICTOR PLATE

MOUNTED TO EXTERIOR

OF STRUCTURE

INV OUT:696.50 10"

15' of 10" @ 16.26%

27' of 10" @ 2.94%

EXST GRADE

PROPOSED GRADE

EXST MH

STA:10+00.00 OFF:0.00

RIM:698.48

SUMP:691.30

INV IN:693.30 10"

EXST INLET

STA:10+14.76 OFF:0.00

RIM:698.38

SUMP:694.91

INV IN:695.70 10"

INV OUT:695.70 10"

MANHOLE 3X3

W/2' TYPE C CASING

STA:10+42.01 OFF:0.04R

RIM:698.00

SUMP:695.50

INV IN:697.00 6" CORE

DRILLED HOLE WITH 2"

RESTRICTOR PLATE

MOUNTED TO EXTERIOR

OF STRUCTURE

INV OUT:696.50 10"

15' of 10" @ 16.26%

27' of 10" @ 2.94%

EXST GRADE

PROPOSED GRADE

S T

O R

A T

CU-001

X Y

Sheet

S O

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F O

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88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

GENERAL NOTES

C U

W G

A N

S I

W S

A D

K M

G M

R T

G T

CLASS "C" PIPE BEDDING

CIVIL DETAIL CS-11

SEE NOTE 1

M I N

P I P

O D

M I N

REMAINING

BACKFILL

INITIAL

BACKFILL

P I P

N V

E L O

P E

PIPE BEDDING

NOTES:

1. SEE SPECIFICATIONS FOR ALLOWABLE TRENCH WIDTH.

TYPICAL TRENCH CROSS-SECTION

H R

O U

I A

R G

NO SCALE

TYPE "C"

NOTE: EITHER CASTING IS ACCEPTABLE

23" D

OUTFLOW PIPE

PLATE RESTRICTOR DETAIL: SECTION

PLATE RESTRICTOR DETAIL: ELEVATION

1 1/2"

ORIFICE HOLE

IN PLATE

4-1/2" DIA. EXPANSION

ANCHORS WITH WASHER

& HEX NUTS

ORIFICE HOLE

(DIA. PER DESIGN)

IN PLATE

SEAL AROUND THE PLATE

WITH EPOXY SEALANT

I N

ANCHOR EMBEDMENT SHALL BE 3" MIN.

PERMANENTLY SECURE TO PLATE

22" MIN.

I N

T Y P

SQUARE

MANHOLE

FLOW

GEOTEXTILE

FABRIC ONLY

BACKFILL AND COMPACT

TRENCH WITH EXCAVATED SOIL

ATTACH THE FABRIC TO

THE POSTS

WITH WIRE STAPLES OR

WOODEN

LATH AND NAILS

NOTE: 8' - 0" SPACING

ALLOWED IF A WOVEN

GEOTEXTILE FABRIC IS

USED.

WOOD POSTS

4' - 0" MIN. LENGTH

2' - 0" MIN. DEPTH

IN GROUND

FLOW

FOLD

3" MAX.

SUPPORT CORD

OR TENSION TAPE

GEOTEXTILE

FABRIC

NOTE: ADDITIONAL POST

DEPTH OR TIE BACKS MAY

BE REQUIRED IN

UNSTABLE SOIL.

SILT FENCE

WOOD POST

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

GEOTEXTILE

FABRIC

F L

O W

D I R

E C

T I O

F L O

D I R

E C

T I O

JOINING TWO LENGTHS OF SILT FENCE

15' MAX.

HOOK METHOD

1' - 0" MIN

2' - 0" MIN.

TWIST METHOD

GENERAL NOTES

DETAILS OF CONSTRUCTION NOT SHOWN ON THIS DRAWING SHALL CONFORM

TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND

APPLICABLE SPECIAL PROVISIONS.

HORIZONTAL BRACE REQUIRED WITH 2" X 4" WOODEN FRAME OR EQUIVALENT

AT TOP OF POSTS.

FOR MANUAL INSTALLATIONS THE TRENCH SHALL BE A MINIMUM OF 4" WIDE AND

6" DEEP TO BURY AND ANCHOR THE GEOTEXTILE FABRIC. FOLD MATERIAL TO

FIT TRENCH AND BACKFILL AND COMPACT TRENCH WITH EXCAVATED SOIL.

WOOD POSTS SHALL BE A MINIMUM SIZE OF 1

" X 1

" OF OAK OR HICKORY.

SILT FENCE TO EXTEND ACROSS THE TOP OF THE PIPE.

CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING

LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY USE ONE OF THE

FOLLOWING TWO METHODS; A) OVERLAP THE END POSTS AND TWIST, OR

ROTATE, AT LEAST 180 DEGREES, B) HOOK THE END OF EACH SILT FENCE

LENGTH.

TRENCH DETAIL

FLO

TIO

GEOTEXTILE FABRIC

EXCESS FABRIC

SILT FENCE

FLO

TIO

TIEBACK BETWEEN FENCE

POST AND ANCHOR

ANCHOR STAKE

MIN. 18" LONG

SILT FENCE TIE BACK

(WHEN REQUIRED BY THE

ENGINEER)

TRIM EXCESS FABRIC IN THE FLOW LINE TO WITHIN 3" OF THE GRATE.

THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF MAINTENANCE, USING A SEWN

FLAP, HAND HOLDS OR OTHER METHOD

TO PREVENT ACCUMULATED SEDIMENT FROM ENTERING THE INLET.

GEOTEXTILE

FABRIC, TYPE "FF"

WOOD 2" X 4" EXTENDS 8"

BEYOND GRATE WIDTH ON

BOTH SIDES. LENGTH VARIES.

SECURE TO GRATE WITH

WIRE OR PLASTIC TIES.

INLET PROTECTION DEVICES SHALL BE MAINTAINED OR REPLACED AT THE DIRECTION

OF THE ENGINEER.

MANUFACTURED ALTERNATIVES APPROVED AND LISTED ON THE DEPARTMENT'S EROSION

CONTROL PRODUCT ACCEPTABILITY LIST MAY BE SUBSTITUTED.

WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE SHALL BE TAKEN SO THAT

THE SEDIMENT TRAPPED ON THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET.

ANY MATERIAL FALLING INTO THE INLET SHALL BE REMOVED IMMEDIATELY.

FINISHED SIZE, INCLUDING FLAP POCKETS WHERE REQUIRED, SHALL EXTEND A MINIMUM

OF 10" AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL.

FOR INLET PROTECTION, TYPE C (WITH CURB BOX), AN ADDITIONAL 18" OF FABRIC IS

WRAPPED AROUND THE WOOD AND SECURED WITH STAPLES. THE WOOD SHALL NOT

BLOCK THE ENTIRE HEIGHT OF THE CURB BOX OPENING.

FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD 2X4.

GEOTEXTILE

FABRIC

10'

LIGHT

RIPRAP

GEOTEXTILE

FABRIC

I N

10'

C U

O U

CURB RUNOUT

WALL OF PRECAST MANHOLE

OR INTAKE STRUCTURE

CONCRETE COLLAR FOR PIPES 12" AND SMALLER

4" min.

1 3

6" min.

CONCRETE COLLAR IS REQUIRED WHEN

ANNULAR SPACE BETWEEN THE OUTSIDE

OF THE PIPE AND THE WALL OF THE

STRUCTURE IS 2 INCHES OR GREATER.

PROVIDE TWO #4 HOOP BARS IN CONCRETE

COLLAR. LAP BARS A MINIMUM OF 6 INCHES.

TROWEL CONCRETE FLUSH WITH INSIDE

WALL OF STRUCTURE.

KEYED NOTES

S T

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X Y

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M I T

T A

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D I N

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I V

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A L L A

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DIVISION

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S u i

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

INLET PROTECTION DETAIL

NO SCALE

PLATE RESTRICTOR DETAIL

NO SCALE

SILT FENCE DETAILS

NO SCALE

INLET CASTING DETAIL

NO SCALE

CONNECTION TO EXISTING

STRUCTURE DETAIL

NO SCALE

RIPRAP DETAIL

NO SCALE

C U

W G

A N

S I

W S

A D

K M

G M

R T

G T

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING SHALL CONFORM

TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND THE APPLICABLE SPECIAL PROVISIONS.

LETTER DESIGNATES THE TYPE OF COVER TO BE USED TO COMPRISE THE COMPLETE UNIT.

OF AASHTO T280 CAN WITHSTAND A VERTICAL LOAD OF 800 LBS. AND A HORIZONTAL LOAD OF 400 LBS.

ALL DRAINAGE STRUCTURES ARE DESIGNATED ON THE PLANS AS "MANHOLES 3X3-L", "CATCH BASINS 4-B", "INLETS 2X3-H", ETC. THE FIRST NUMBERS DESIGNATE THE SIZE OF THE STRUCTURE, AND THE FOLLOWING

MANHOLE COVER OPENING MATRIX

GENERAL NOTES

MANHOLE

COVER TYPE

ALL J'S K

L M

54 54

OPENING SIZE (FT)

2 DIA.

3 DIA.

PRECAST REINFORCED RISERS SHALL HAVE A TONGUE AND GROOVE JOINT WITH TONGUE UP OR DOWN.

SQUARE MANHOLES W/ FLAT TOP

MANHOLE

SIZE

3X3-FT

4X4-FT

5X5-FT

6X6-FT

ALL BAR STEEL REINFORCEMENT SHALL BE EMBEDDED 2 INCHES CLEAR UNLESS OTHERWISE SHOWN OR NOTED.

CERTIFICATION SHALL BE PROVIDED THAT INSTALLED STEPS WHEN TESTED IN ACCORDANCE WITH SECTION 10

STEPS MEETING AASHTO M199 AND THE FOLLOWING REQUIREMENTS SHALL BE INSTALLED IN ALL STRUCTURES OVER

5 FEET IN DEPTH: 16 INCH C-C MAXIMUM SPACING; PROJECT A MINIMUM CLEAR DISTANCE OF 4 INCHES FROM

THE WALL AT THE POINT OF EMBEDMENT; MINIMUM LENGTH OF 10 INCHES; MINIMUM WALL EMBEDMENT OF 3

INCHES. FERROUS METAL STEPS NOT PAINTED OR TREATED TO RESIST CORROSION SHALL HAVE A MINIMUM CROSS

SECTIONAL DIMENSION OF 1 INCH.

WIDTH (IN)

LENGTH (IN)

SEE MATRIX

DETAIL "B"

PIPE MATRIX

MANHOLES 3X3-FT, 4X4-FT, 5X5-FT AND 6X6-FT

D E

P T

H O

L A

N S

SEE

MATRIX

SEE DETAIL "A"

SEE DETAIL "B"

MORTAR

PRECAST REINFORCED

CONCRETE WITH

MONOLITHIC BASE

PRECAST REINFORCED

CONCRETE WITH

INTEGRAL BASE

2" (TYP)

RISER WITH TONGUE AND GROOVE JOINT

TOP WITH TONGUE AND GROOVE JOINT

TOP WITH PLAIN END JOINT

PRECAST REINFORCED

CONCRETE FLAT SLAB TOP

OUTSIDE

PIPE WALL

3" MIN. (TYP)

OUTSIDE

PIPE WALL

STEPS OF APPROVED POLYPROPYLENE PLASTIC COATED REINFORCEMENT BAR ARE ACCEPTABLE.

REINFORCING BAR MUST BE A MINIMUM OF

INCH AND MEET THE REQUIREMENTS OF ASTM A615.

CONCRETE BLOCK WILL NOT BE PERMITED FOR STRUCTURES GREATER THAN 4 FEET IN WIDTH.

ALL PRECAST MANHOLE UNITS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF ASTM C 913.

MAXIMUM PIPE DIAMETER DETERMINED BY 3 INCH CLEARANCE ON EACH SIDE OF THE OUTSIDE WALL OF THE PIPE.

SEE DETAIL "C". ASSUMES PIPE ENTERS PERPENDICULAR TO THE STRUCTURE.

4" MIN.

PRECAST

WALL

BED OF

MORTAR

DETAIL "A"

DETAIL "C"

UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE ENGINEER, THE CONTRACTOR SHALL NOT ORDER AND DELIVER

PRECAST MANHOLE UNITS REQUIRED FOR THE PROJECT UNTIL A LIST OF SIZES IS FURNISHED BY

THE ENGINEER.

6" MIN.

MAXIMUM INSIDE PIPE

DIAMETER

DETAILED DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR UNDERGROUND DRAINAGE STRUCTURES SHALL BE

SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT SUCH ALTERNATE DESIGNS MAKE PROVISION

FOR EQUIVALENT CAPACITY AND STRENGTH.

KEYWAY

JOINTS TO BE SEALED WITH

A BUTYL RUBBER SEAL PER

SEALANT MANUFACTURERS

RECOMMENDATIONS

CONFORMING TO ASTM C 990

(TYP)

FOR PRECAST MANHOLES PROVIDE REINFORCING STEEL IN ACCORDANCE TO ASTM C 913.

CONCRETE

MIN. SLOPE

1 IN./FT.

PLAN VIEW

CIRCULAR OPENING

PRECAST OR CAST-IN-PLACE

REINFORCED CONCRETE

FLAT SLAB TOP

SPLIT PIPE OR

FORM CONCRETE

TO FIT

2OR

6" MIN.

CONTRACTOR TO PROVIDE DRAWING(S) STAMPED BY A PROFESSIONAL ENGINEER FOR STEEL REINFORCING DESIGN

FOR CAST-IN-PLACE STRUCTURES.

SEPARATE PRECAST REINFORCED

CONCRETE BASE OPTION

4" OVERHANGING BASES ARE REQUIRED FOR ALL CONCRETE BLOCK INSTALLATIONS. 4" OVERHANG IS REQUIRED

WHEN SEPARATE PRECAST BASE IS PROVIDED. OVERHANG IS NOT REQUIRED ON PRECAST STRUCTURES WITH AN

INTEGRAL OR MONOLITHIC BASE.

BASES SHALL BE PLACED ON A BED OF MATERIAL AT LEAST 6 INCHES IN DEPTH, WHICH MEETS

THE REQUIREMENTS OF FOUNDATION BACKFILL. THIS BEDDING SHALL BE COMPACTED AND PROVIDE UNIFORM

SUPPORT FOR THE ENTIRE AREA OF THE BASE.

PRECAST REINFORCED FLAT SLAB TOPS MAY BE USED ON CONCRETE BLOCK STRUCTURES.

S T

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CU-502

X Y

Sheet

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2 3

4 5

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D A

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S I Z

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B M

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C A

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L O

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C O

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D A

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A P

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M I T

T A

A R

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V E

D I N

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I V

I S

I O

D E

P A

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M E

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S I O

S T

A L L A

T I O

C O

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C F

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C C

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F O

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88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

C U

W G

A N

S I

W S

A D

K M

G M

R T

G T

C T

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A L

L E

G E

N D

E-001

X Y

GENERAL NOTES

(SEE NOTE 3)

EXIT SIGN, ARROW INDICATES DIRECTION

WALL MOUNT

CEILING/RECESSED DOWNLIGHT

WALL MOUNTED DOWNLIGHT

POLE MOUNTED DOWNLIGHT

EMERGENCY BATTERY OPERATED UNIT

EXIT SIGN, SINGLE FACE, CEILING MOUNT SHOWN, WALL

MOUNT AS INDICATED BY WALL MOUNT SYMBOL

EXIT SIGN, DOUBLE FACE, CEILING MOUNT SHOWN,

WALL MOUNT AS INDICATED BY WALL MOUNT SYMBOL

SURFACE/PENDANT MOUNTED FIXTURE

EMERGENCY RECESSED FIXTURE

EMERGENCY SURFACE/PENDANT MOUNTED FIXTURE

LIGHTING

RECESSED FIXTURE

POWER

TRANSFORMER

FUSED DISCONNECT SWITCH

HORSEPOWER RATED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

COMBINATION DISCONNECT WITH STARTER

MOTOR (M = HP)

LOCAL CONTROL PANEL

GENERATOR

XFR

GEN

MANHOLE

HANDHOLE

FLOOR RECEPTACLE

DUPLEX RECEPTACLE

FOURPLEX RECEPTACLE

SINGLE RECEPTACLE

PANELBOARD, 208Y/120V OR 120/240V

TRANSFER SWITCH (AUTOMATIC OR MANUAL)

SPECIAL PURPOSE RCPT OR CONNECTION, 480V

SPECIAL PURPOSE RCPT OR CONNECTION, 240V

PANELBOARD, 480Y/277V OR 480V

GROUND CONDUCTOR

GROUNDING

GROUND ROD

GROUND

GROUNDING PIGTAIL

CATHODIC PROTECTION ANODE

CATHODIC PROTECTION

CONDUIT

RACEWAY

CONDUIT:

DUCTBANK

EMBEDDED

CONDUIT STUB WITH CAP

EXPOSED

FLUSH GROUND PLATE

LIGHTNING PROTECTION CONDUCTOR

LIGHTNING PROTECTION AIR TERMINAL

GROUND CONDUCTOR CONNECTION

GROUNDING CONNECTION TO STRUCTURE

CATHODIC PROTECTION TEST STATION NUMBER XX

CATHODIC PROTECTION UNDERGROUND

REFERENCE ELECTRODE

CATHODIC PROTECTION RECTIFIER NUMBER XX

UNDERGROUND DIRECT BURIAL

MEDIUM VOLTAGE POTHEAD TERMINATION

TXX

RXX

POWER SERVICE POLE

THERMOSTAT

COMBINATION TELE-POWER SERVICE POLE

SURFACE RACEWAY (WIREMOLD)

FINISHED FLOOR

CONDUIT TURN-DOWN

JUNCTION BOX

CONDUIT TEE BELOW

CONDUIT TURN-UP

ELECTRICAL DEVICE

MOUNTING HEIGHT

MEDIUM VOLTAGE STRESS CONE TERMINATION

SERVICE ENTRANCE METER

LIGHTNING PROTECTION SPHERE

THROUGH ROOF TERMINAL

1. ALL SYMBOLS AND ABBREVIATIONS SHOWN ON THIS LEGEND

MAY NOT APPEAR ON THIS SET OF DRAWINGS.

2. FOR GENERAL LEGEND AND ABBREVIATIONS, SEE "G"

DRAWINGS.

3. FIXTURE SIZES MAY VARY ON PLANS. X ON FIXTURE SYMBOL

DENOTES FIXTURE TYPE DESIGNATION. SEE FIXTURE

SCHEDULE. SEE LIGHTING PLANS

4. USE DIRECTIONAL ARROW ON EXIT SIGNS AS REQUIRED.

5. SEE TYPICAL WIRING SCHEMATIC PLANS FOR DIGITAL SMART

SWITCH REQUIREMENTS PER ROOM.

RECEPTACLE OPTIONS, IF REQUIRED:

GFI = GROUND FAULT INTERRUPTING

IG = ISOLATED GROUND

S = SWITCH AND OUTLET

WP = WEATHERPROOF

XP = EXPLOSIONPROOF

ARC = AUTOMATIC RECEPTACLE CONTROL

LIGHTING CONTROL:

LC = LIGHTING CONTACTOR

PE = PHOTOELECTRIC CELL

TC = TIME CLOCK

SWITCH, SINGLE POLE, LINE VOLTAGE

LINE VOLTAGE SWITCH OPTIONS:

3 = THREE-WAY

4 = FOUR-WAY

D = DIMMER

K = KEY OPERATED

P = PILOT

T = TIMER

a,b,c = DENOTES SWITCHING CONTROL

X EXTERIOR WEATHERPROOF CUTOFF FIXTURE

WALL MOUNT AS INDICATED BY WALL MOUNT SYMBOL

DS = DAYLIGHT SENSOR

OC = OCCUPANCY SENSOR

DIGITAL SMART SWITCH WALL STATION, CAT-6

(SEE NOTE 5)

Sheet

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DIVISION

y z a u l e v a r d

S u i

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

W G

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W S

A D

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G M

R M

B B

1"C

(LIGHTING)

EXISTING

PANEL EP-4

1"C

(LIGHTING)

E L E

C T

R I C

A L

I T

E P

L A

E-002

X Y

Sheet

S O

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M I T

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DIVISION

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

GENERAL NOTES

1. CONDUIT ROUTING SHOWN IS CONCEPTUAL. FOLLOW

GENERAL PRACTICE AND ENGINEERING JUDGMENT TO

ROUTE CONDUIT IN ACCORDANCE WITH SPECIFICATIONS,

DESIGN ANALYSIS AND NEC REQUIREMENT. COORDINATE

FINAL ROUTING WITH OWNER.

2. FOR ELECTRICAL LEGEND SEE SHEET E-001.

3. FOR LIGHT FIXTURE SCHEDULE SEE SHEET EL501.

4. FOR LIGHTING DETAILS SEE SL502 SERIES SHEETS.

KEY NOTES

1. EXISTING PANEL EP-4 PROVIDES POWER TO EXISTING

PARKING LOT POLE LIGHTS VIA CIRCUIT #17. CONTRACTOR

SHALL SPLICE EXISTING OVERHEAD CABLE (SEE DETAIL A2

AND A3, SHEET E-501 FOR EXISTING EP-4 PANEL

SCHEDULE. SEE DETAIL A4, SHEET E-501 FOR EXISTING

OVERHEAD CABLE ROUTING) AND CONTINUE WITH

UNDERGROUND CABLE/CONDUIT TO PROVIDE POWER TO

THE NEW LIGHT POLE FIXTURES. USE 2 #10 AWG, 1 #10

GND IN 1"C.

2. EXISTING WALL PACKS ARE POWERED FROM EXISTING

PANEL EP-4, CIRCUIT 4. CONTRACTOR SHALL EXTEND

CABLE AND CONDUIT TO PROVIDE POWER TO THE NEW

WALL PACKS. USE 2 #10 AWG, 1 #10 GND IN 3/4" C.

W G

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X X

W S

A D

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G M

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E-501

X Y

I N

RED WARNING TAPES

SEED BLANKET

4" TOP SOIL

COMPACTED

CA-6 TRENCH

BACKFILL

LIGHTING

CONDUIT ADAPTER (PVC TO RGS)

PVC CONDUIT

RGS CONDUIT

CONDUIT COUPLING

(SIZE AS REQD-2" MIN)

2'-0" RADIUS (MIN)

INSTALL CAPS AT END OF CONDUIT

PRIOR TO PLACING CONCRETE

A B

O V

R A

D E

EXOTHERMIC

CONNECTOR BURNDY

OR EQUAL

GROUNDING

CONDUCTORS

(TYP)

GROUNDING CONDUCTORS

EXOTHERMIC CONNECTOR

BURNDY OR EQUAL

GROUNDING - CONDUCTOR TO CONDUCTOR CONNECTION

DIRECT BURIED CONDUIT DETAIL

ELECTRICAL STUB-UP AT GRADE OR PAD

B U

#4@36

2-#4 CONT

TOP OF CONCRETE

℄ DUCT-2" MIN

TYP AT TOP,

BOTTOM & SIDES

GROUND CABLE

1 1/2"

I N

2-#4 CONT

I N

3" MIN

SIDE COVER

SINGLE CONDUIT

SPARE

EXISTING PANEL EP-4

EXISTING OVERHEAD CABLE TO EXISTING PARKING

LOT LIGHTS FROM CIRCUIT #17, PANEL EP-4.

EXISTING PANEL EP-4 SCHEDULE

Sheet

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88th READINESS

DIVISION

y z a u l e v a r d

S u i

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

W G

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X Y

Sheet

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DIVISION

y z a u l e v a r d

S u i

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M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

E L

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EL-502

X Y

POLYMER CONCRETE COVER

WITH SKID RESISTANT

SURFACE

4 STAINLESS STEEL

HEX HEAD BOLTS

WITH WASHERS

COVER LOGO:

"LIGHTING"

LIFT SLOT

COVER

BOX

POLYMER

CONCRETE BOX

TYPE L X W X D (NOMINAL)

2'-0" X 1'-1" X 1'-6" (LIGHTING)

NOTES:

PULLBOX ASSEMBLY SHALL HAVE A 10,400 LB LOAD RATING IN ACCORDANCE

WITH W.U.C. 3.6.

BOX AND BASE SHALL NOT CONTAIN STEEL REINFORCING.

PULLBOX SHALL BE SET ON COMPACTED GRANULAR FILL. PROVIDE BUILD-UP

BRICKS WITH MORTAR AS NECESSARY TO ACCOMMODATE DUCTLINE ENTRIES.

PROVIDE CONCRETE COLLAR RING SURROUNDING PULLBOX.

PROVIDE 3/4" X 10'-0" GROUND ROD IN PULLBOXES ADJACENT TO LIGHT POLES.

TYPICAL HANDHOLE INSTALLATION ELEVATION

SCALE: NTS

SEE NOTE 3

SEE NOTE 2

SEE NOTE 1

SEE NOTE 4

NOTES:

PREPARE THE EXCAVATION APPROXIMATELY 6 INCHES DEEPER THAN

THE DEPTH OF THE BOX, THEN ADD 6 TO 8 INCHES OF GRAVEL OR

CRUSHED ROCK FOR DRAINAGE.

PLACE BOX IN HOLE WITH TOP AT GRADE LEVEL.

FILL AND COMPACT SOIL TO GRADE LEVEL WITH COVER IN BOX.

3/4" X 10'-0" COPPER GROUND ROD. LEAVE 3" OF ROD ABOVE BASE OF

HANDHOLE FOR EXOTHERMIC WELDING GROUND CONNECTION.

GRADE

CONCRETE RING

AROUND BOX

COMPOSOLITE BOX

AND COVER

COMPACTED EARTH

IN COMPACTED EARTH

POLYMER CONCRETE PULLBOX

10"

SCALE: NTS

ANCHOR BOLTS TO BE FURNISHED BY

POLE MANUFACTURER, CONTRACTOR

SHALL COORDINATE SIZE AND

LOCATION

TO GROUND LUG ACCESSIBLE

FROM INTEGRAL POLE HANDHOLE

#6 BARE

COPPER

CLAMP

CONDUIT

GRADE

8 - #6 VERTICAL

3/4" DIA X 10'-0"

GROUND ROD

ALUMINUM POLE WITH

CENTER VOID FOR CABLES

SCH 80 PVC

A R

K I N

L O

LIGHT FIXTURE

DIMENSION

BELOW GRADE

OR BOTTOM OF

PAVEMENT AT

PARKING AREA

LIGHT POLE

HANDHOLE

L R

R O

U T

H A

M F

Y P

2'-0" DIA

I N

A X

3" CLR

1. SEE S-001 FOR CONCRETE REQUIREMENTS.

TYPICAL EXTERIOR LIGHT POLE FOUNDATION DETAIL

D J A

C E

O A

D W

A Y

SCALE: NTS

NOTES:

Sheet

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88th READINESS

DIVISION

y z a u l e v a r d

S u i

M i n n e a p o l i s

M i n n e s o w w w s t a n l e y c o n s u l t a n t s c o m

E L

W G

A N

S I

X X

W S

A D

A T

G M

R M

TREES CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY DETAIL

QUE ALB Quercus alba White Oak 2" Cal. B&B 3

THU OCC Thuja occidentalis American Arborvitae 4` Ht. B&B 1

TIL LIN Tilia americana American Linden 2" Cal. B&B 4

SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE CONTAINER QTY DETAIL

COR FLO Cornus florida Eastern Dogwood 15 gal. Pot 6

ROS SET Rosa setigera Prairie Rose 5 gal. Pot 16

Sheet

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V E t h

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88th READINESS

DIVISION

W a y z a t a

B o u l e v a r d

S u i t e

M i n n e a p o l i s

M i n n e s o t a w w w s t a n l e y c o n s u l t a n t s c o m

GENERAL NOTES

1. LANDSCAPE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS.

2. CONTRACTOR SHALL BE FAMILIAR WITH PLANS, DETAILS AND SPECIFICATIONS AS THEY

PERTAIN TO THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE

LANDSCAPE ARCHITECT IF ANY ITEMS CONTAINED WITHIN THE SCOPE OF WORK DEFINED

HEREIN, ARE IN CONFLICT WITH PROPOSED CONTRACT.

3. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FOR THE PROJECT

PRIOR TO COMMENCING CONSTRUCTION.

4. ALL QUANTITIES SHOWN IN PLANT LIST ARE FOR CONVENIENCE. CONTRACTOR SHALL BE

RESPONSIBLE FOR HIS/HER QUANTITY TAKE OFFS. IN SITUATIONS WHERE PLANS CONFLICT

WITH QUANTITIES SHOWN IN MATERIALS LIST, PLANT LIST, OR CONSTRUCTION LIST, THE

QUANTITIES IN THE PLANS SHALL GOVERN.

CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND

REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTSI, INCLUDING

N.P.D.E.S. REGULATIONS.

2. EXISTING UTILITY LINES ARE TO BE BLUE STAKED PRIOR TO CONSTRUCTION. CHECK AND

FIELD VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO EXCAVATION. TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION, THE CONTRACTOR MUST CONTACT _(state name)_ ONE-CALL SYSTEM (811) FOR LOCATION OF EXISTING UTILITIES. IF CONFLICTS ARE

DISCOVERED, CONTACT CONTRACTING OFFICER TO DETERMINE COURSE OF ACTION.

3. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND

APPURTENANCES ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION, SHALL

BE COORDINATED WITH THAT UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION

WILL BE ALLOWED FOR DELAYS OR INCONVENIENCES CAUSED BY UTILITY COMPANY WORK

CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO ALLOW

UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING UTILITY LINES

WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY

CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE

AND APPROVED BY THE CONTRACTING OFFICER.

5. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT

LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES RESULTING FROM THE CONSTRUCTION

PROCESS IS THE RESPONSIBILITY OF THE CONTRACTOR. ANY COSTS INCURRED FOR REPAIRS

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE AT HIS EXPENSE ANY AND ALL

PROPERTY CORNERS DESTROYED DURING CONSTRUCTION. ALL PROPERTY CORNERS MUST BE

RESET BY A REGISTERED LAND SURVEYOR.

PLANTING NOTES

1. PLANT MATERIAL SUBSTITUTION SHALL NOT BE MADE WITHOUT THE WRITTEN

PERMISSION OF THE CONTRACTING OFFICER. THE SUBSTITUTION OF MATERIALS DIFFERING IN KIND, QUALITY OR SIZE FROM THAT SPECIFIED WILL BE ALLOWED ONLY AFTER THE CONTRACT ING OFFICER IS CONVINCED THAT ALL MEANS OF OBTAINING THE SPECIFIED MATERIALS HAVE

BEEN EXHAUSTED. CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE THAT ALL MATERIALS

NECESSARY TO COMPLETE THE PROJECT AS SPECIFIED HAVE BEEN LOCATED AND ALL

REQUESTS FOR SUBSTITUTIONS MUST BE SUBMITTED NO LATER THAN 1 MONTH PRIOR TO

THE INITIATION OF THE GENERAL CONSTRUCTION OF THE PROJECT.

2. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. ALL PLANTS SHALL HAVE

NORMAL, WELL DEVELOPED BRANCHES AND VIGOROUS ROOT SYSTEMS. THEY SHALL BE

SOUND, HEALTHY, VIGOROUS, FREE FROM DEFECTS, DISFIGURING KNOTS, ABRASIONS OF THE

BARK, SUNSCALD INJURIES, PLANT DISEASES, INSECT EGGS, BORES AND ALL OTHER FORMS OF

INFECTIONS.

3. UNLESS OTHERWISE STATED ON THE DRAWINGS OR APPROVED BY CONTRACTING

OFFICER, ALL PLANTS SHALL BE NURSERY GROWN AND SHALL BE TAGGED WITH NURSERY

LABELS INDICATING SPECIES AND VARIETY.

4. BALLED AND BURLAPPED PLANT MATERIAL SHALL HAVE A SOLID BALL OF EARTH OF

MINIMUM SPECIFIED SIZE, HELD IN PLACE SECURELY BY BURLAP AND STOUT TWINE OR ROPE.

BROKEN OR LOOSE BALLS WILL BE REJECTED.

5. NATIVE SOIL, 85% BY VOLUME, SHALL CONSIST OF CLEAN, SOILS EXCAVATED FROM THE

SITE OR IMPORTED. NATIVE SOILS WILL EXIST IN COMPOSITION FREE FROM RUBBISH, ROCK/

STONES LARGER THAN 2" DIAMETER, BRUSH, SOD, FROZEN MATERIAL OR OTHER UNSUITABLE

SUBSTANCE THAT IS DETRIMENTAL TO PLANT GROWTH.

6. COMPOSTED ORGANIC MATTER, 15 % BY VOLUME OF PLANTING SOIL MIX SPECIFIED AS

FOLLOWS: COMPOST, OR MULCH, SHALL BE A COMBINATION ORGANIC CARBON SOURCES

SUCH AS STRAW, HAY, BARK, SAWDUST OR WOOD SHAVINGS AND NITROGEN SOURCES SUCH

AS MANURE, BLOOD MEAL, OR CHEMICAL FERTILIZERS. NITROGENSOURCES MUST BE ADDED

PRIOR TO COMPOSTING. THIS MIXTURE SHALL BE AEROBICALLY COMPOSTED AT

TEMPERATURES BETWEEN 120 F AND 160 F FOR A PERIOD OF NOT LESS THAN 100 DAYS.

WEED SEEDS ARE TO BE DESTROYED DURING COMPOSTING AND UREA AND AMMONIA FORM

NITROGEN ARE TO BE MINIMIZED. FINISHED COMPOST IS TO BE SCREENED TO PROVIDE LESS

THAN 2% REMAINING ON A 1/2" SCREEN. PROVIDE A CARBON TO NITROGEN RATIO OF LESS

THAN 50 PARTS CARBON TO 1 PART NITROGEN. SALINITY NOT TO EXCEED 3 MNHOS/CM AND

PH SHALL BE BETWEEN 5.0 AND 6.0.

7. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AND INSTALL QUALITY PLANT

MATERIAL, AND REPLACE ANY MATERIAL NOT MEETING THE STANDARDS OF THIS CONTRACT

AT NO COST TO THE OWNER. THE CONTRACT ING OFFICER ALWAYS HAS THE RIGHT TO REJECT

NON-COMPLIANT OR DEFECTIVE MATERIAL. ALL REJECTED MATERIAL SHALL BE IMMEDIATELY

REMOVED FROM THE SITE AND REPLACED WITH ACCEPTABLE MATERIAL AT NO ADDITIONAL

COST TO OWNER.

8. ALL COLLECTED PLANTS MUST BE PRESENTED ON THE SITE AND SHALL BE IN

ACCORDANCE WITH THE (STATE NAME) DEPARTMENT OF AGRICULTURE PLANT PROTECTION

ACT, REGULATORY ORDER NO. 4. AND AMERICAN STANDARDS.

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File details come from the government source that posted it. Updated Jul 21, 2021.