Draft02_Drawings.pdf

B

O

M

B

E

R

U

L

E

V

A

R

D

H I G

H W

A Y

M

I S

S

I L

V

E

N

U

E

S

U

M

M

I

T

D

I

V

E

P

E

A

C

E

K

E

E

P

P

A

C

E

M

I

N

U

T

E

M

N

I

V

E

D

E

M

I

V

E

MY SIGNATURE ON

THE TITLE

SHEET APPROVES

THIS AND

ALL SHEETS IN THIS

PROJECT

REPAIR PRIDE PARKING LOT

PHASE 2

QJVF13-0067C

MINOT AFB, ND

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

S

C A

L E

P

L O

T

D

A T

E

D A

T E

M I N

F

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

K

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

G

D

W G

G

F A

D

100% SUBMITTAL

PROJECT

LOCATION

PROJECT LOCATION MAP NOT TO SCALE

G-001

C O

V E

R

S

H E

INDEX OF SHEETS

COVER SHEET

DESIGN ANALYSIS

SITE TOPOGRAPHIC SURVEY

SITE DEMOLITION PLAN

EROSION CONTROL PLAN

SITE PLAN

SIDEWALK LAYOUTS

OVERALL GRADING PLAN

NORTH GRADING PLAN

WEST GRADING PLAN

EAST GRADING PLAN

LOADING DOCK GRADING PLAN

UTILITY PLAN WATERMAIN ADJUSTMENTS

STORM SEWER PLAN AND PROFILES, SD-1, SD-2 AND SD-3

STORM SEWER PLAN AND PROFILE SD-4

STORM SEWER PLAN AND PROFILE SD-5

DETAILS SHEET 1

DETAILS SHEET 2

ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS

ELECTRICAL SITE DEMO PLAN

ELECTRICAL SITE PLAN

ELECTRICAL DETAILS

G-001

G-002

V-101

CD-100

CP-700

CP-100

CP-101

CG-100

CG-101

CG-102

CG-103

CG-104

CU-101

CU-102

CU-103

CU-104

C-501

C-502

E-001

ED-100

EP-100

E-500

MINOT AFB , NORTH DAKOTADraf t

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

G

D

W G

F A

D

100% SUBMITTAL

G-002

D E

S I G

N

A

N A

L Y

S

PAVEMENT THICKNESS DESIGN RECOMMENDATIONS

PARKING LOT 4" ACC PAVEMENT

12" AGGREGATE BASE COURSE

ENTRANCES/EXITS 6" ACC PAVEMENT

AND DRIVE LANES 12" AGGREGATE BASE COURSE

NOTES:

1. THIS SHEET IS FOR INFORMATION ONLY.

2. SEE SHEET CP-100 FOR BORING LOG LOCATIONS.

DESIGN CRITERIA

PAVEMENT DESIGN

1. ESTIMATES OF MINIMUM THICKNESSES FOR THE NEW PAVEMENT

SECTIONS FOR THIS PROJECT HAVE BEEN BASED ON THE PROCEDURES

OUTLINED IN THE 1993 GUIDELINE FOR DESIGN OF PAVEMENT

STRUCTURES BY AASHTO.

2. TRAFFIC LOADING INFORMATION WAS NOT PROVIDED BY MINOT AIR FORCE

BASE. THE ANALYSIS IS BASED ON AUTOMOBILE TRAFFIC AND AN

ASSUMED MAXIMUM OF 10 TRUCKS PER DAY.

3. FOR ASPHALT PAVEMENT THE MIX SHOULD MEET THE REQUIREMENT OF

NORTH DAKOTA DOT SECTION 410; FAA 43.

4. THE BASE COURSE SHOULD MEET THE REQUIREMENTS OF NORTH DAKOTA

816.03, CLASS 5. AS AN ALTERNATIVE, A RECYCLED CONCRETE

AGGREGATE MEETING THE REQUIREMENTS OF NORTH DAKOTA 817 MAY BE

USED. THE AGGREGATE BASE COURSE SHOULD HAVE A MINIMUM CBR OF

40. THE AGGREGATE BASE COURSE SHALL BE PLACED IN LOOSE LIFT

THICKNESSES OF SIX INCHES OR LESS AND SHALL BE COMPACTED TO A

MINIMUM OF 95% OF THE STANDARD PROCTOR MAXIMUM DENSITY

GRADING

1. GRADING CONFORMS TO UFC 3-201-01, TABLE 3.1 GRADING

2. THE MINIMUM CROSS SLOPE FOR ASPHALT PAVING AREA IS 1.5%

3. THE MINIMUM TRANSVERSE SLOPE OF CURB AND GUTTER AND VALLEY

GUTTER IS 0.5%

PARKING SPACE AND DRIVE LAYOUT

1. PARKING SPACE AND DRIVEWAY CONFIGURATION CONFORM TO

UFC-3-201-01, TABLE B-1 AND PARKING SPACE GUIDELINES FOR CITY OF

MINOT NORTH DAKOTA

2. STANDARD PARKING SPACES ARE 10' X 19'.

3. OVERSIZED PARKING SPACES ARE 10' X 21'

4. STANDARD HANDICAP SPACES ARE 10' WIDE WITH 5' WIDE LOADING AREA

5. VAN ACCESSIBLE SPACES ARE 10' WIDE WITH 9' WIDE LOADING AREA

6. DRIVES IN PARKING AREAS ARE TWO LANES, 24' WIDE TOTAL

WATER LINE

1. WATER LINE DESIGN CONFORMS TO CITY OF MINOT STANDARDS AND

SPECIFICATIONS

DRAINAGE

1. STORM WATER DESIGN CONFORMS TO UFC-3-201-01 AND CITY OF MINOT

STANDARDS AND SPECIFICATIONS

ANTI-TERRORISM STANDARDS

1. PARKING LAYOUT CONFORMS TO UFC 4-010-01, TABLES B-1 AND B-2, DOD

MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS. STANDOFF

DETERMINED BY THE FOLLOWING:

SITE IS LOCATED WITHIN A CONTROLLED ACCESS AREA

BUILDING CONSTRUCTION IS REINFORCED CONCRETE

STANDOFF DISTANCE IS 16 FEET

Draf

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

V

D

W G

F A

D

100% SUBMITTAL

V-101

S I T

E

T

O P

O G

R A

P H

Y

S

U R

V

LINE LEGEND

SYMBOL LEGEND

VERIFY COMMUNICATION

LINE LOCATIONS.

CONTROL POINT 101 NOT SHOWN ON THIS PLAN

NOTE:

UTILITIES SHOWN ON THIS PLAN REFLECT ONLY THOSE UTILITIES

LOCATED IN THE FIELD. SEE UTILITY PLAN FOR ADDITIONAL GIS

UTILITY INFORMATION PROVIDED BY MINOT AIR FORCE BASE

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

D D

W G

F A

D

100% SUBMITTAL

CD-100

S I D

E

D

E M

O L I T

I O

N

P

L

20 REMOVE FIRE HYDRANT AND BOLLARDS

3 EA.

REMOVE AREA INLET

2 EA.

REMOVE ENGINE BLOCK HEATER OUTLET

12 EA.

REMOVE LIGHTS FROM POLES

4 EA.

REMOVE POLE

2 EA.

REMOVE LIGHTS AND POLE

SEE SHEET ED-100

PROTECT EXISTING GEOTHERMAL

STEAM LINE

LOCATE AND PROTECT EXISTING

TELECOMMUNICATIONS LINE

REMOVE ABANDONED STEAM LINE

UNDER PROPOSED DRIVE

NOT USED

UTILITY ITEMSPAVING ITEMS

LANDSCAPE ITEMS

1 REMOVE ASPHALT PARKING LOT PAVING

9775 SQ. YDS.

AND ADJACENT CURB & GUTTER

50 LF

REMOVE ASPHALT PARKING AND ROAD

PAVING - 16120 SQ. YDS.

REMOVE SIDEWALK

2050 SQ. FT.

NOT USED

REMOVE CONCRETE

258 SQ. FT.

REMOVE CONCRETE

314 SQ. FT.

REMOVE CURB & GUTTER

271 LF

AND ADJACENT PAVING

236 SQ. YDS.

REMOVE CURB & GUTTER

20 LF

REMOVE CURB & GUTTER

26 LF

REMOVE CURB & GUTTER

15 LF

REMOVE CURB & GUTTER

85 LF

REMOVE CURB & GUTTER

161 LF

REMOVE CURB & GUTTER

178 LF

REMOVE CURB & GUTTER

10 LF

REMOVE CURB & GUTTER

14 LF

REMOVE CURB & GUTTER

51 LF

REMOVE SIDEWALK

152 SF

REMOVE CONCRETE SLAB

128 SF

REMOVE CURB & GUTTER

41 LF

30 REMOVE SIGNS, POSTS AND FOUNDATIONS

25 EA.

REMOVE TREES

22 EA.

E

GENERAL NOTES:

1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD INSPECT AND VERIFY THE

PROJECT LIMITS PRIOR TO BIDDING TO DETERMINE, SIZE, NUMBER AND LIMITS OF VISIBLE

OBSTRUCTIONS WHICH ARE TO BE REMOVED, RELOCATED OR SALVAGED INCLUDING TREES,

UTILITIES, ETC.

2. A LOCATION WILL BE DETERMINED BY THE CONTRACTING OFFICER FOR MATERIALS STORAGE AND

STAGING AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY AND PROTECTION OF ALL

STORED EQUIPMENT AND MATERIALS. TEMPORARY FENCING IS OPTIONAL. THE CONTRACTOR SHALL

ALSO RECLAIM THIS AREA AT THE CONCLUSION OF THE PROJECT

3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL DETOURS AND TRAFFIC

CONTROL MEASURES, AND MAINTAINING TRAFFIC THROUGH THE ENTIRE SITE WITH THE EXCEPTION OF THE

PHASE THAT IS CURRENTLY BEING CONSTRUCTED, UNLESS APPROVED OTHERWISE BY THE CONTRACTING

OFFICER. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

4. REMOVAL AND THE SALVAGE OF ITEMS SHALL BE IN ACCORDANCE WITH THE

SPECIFICATIONS. REMOVAL LIMITS SHOWN ON THE PLANS ARE THE ENGINEER'S ESTIMATED LIMITS AND WILL

NEED TO BE FIELD VERIFIED BY THE CONTRACTOR.

5. ALL CONCRETE AND ASPHALT REMOVAL ITEMS SHALL BE SAW-CUT PRIOR TO

REMOVAL. USE CARE IN DEMOLITION OPERATIONS ADJACENT TO STRUCTURES AND BURIAL PLOTS.

6. AREAS OF PAVEMENT REMOVAL SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE CONTRACTING

OFFICER. WHEN NEW PAVEMENT IS PLACED ADJACENT TO EXISTING SURFACING, THE MATCH

LINE SHALL BE FULL DEPTH CUT IN THE EXISTING SURFACE TO OBTAIN A VERTICAL, STRAIGHT EDGE.

NOTE:

ALL QUANTITIES ARE APPROXIMATE

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

P D

W G

F A

D

100% SUBMITTAL

CP-700

E R

O S

I O

N

C

O N

T R

O L

P

L

PROPOSED MAJOR CONTOUR - 5 FT INTERVAL

PROPOSED MINOR CONTOUR - 1 FT INTERVAL

EXISTING MAJOR CONTOUR - 5 FT INTERVAL

EXISTING MINOR CONOUR - 1 FT INTERVAL

CONTOUR LEGEND

EROSION CONTROL AND TURF ESTABLISHMENT NOTES

1. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE RESTORED BY THE CONTRACTOR AS

SOON AS PRACTICAL AND IN ACCORDANCE WITH THE NPDES PERMIT. MULTIPLE MOBILIZATIONS WILL BE

REQUIRED. THERE WILL BE NO COMPENSATION FOR MULTIPLE MOBILIZATIONS.

2. IN THE EVENT PERMANENT RESTORATION CANNOT BE PERFORMED WITHIN THE PERMITTED TIME FRAMES

THE CONTRACTOR WILL BE RESPONSIBLE FOR TEMPORARY STABILIZATION. TEMPORARY STABILIZATION

SHALL BE INCIDENTAL.

3. ALL TEMPORARY STOCKPILES SHALL BE STABILIZED AT THE CONTRACTOR'S EXPENSE.

4. THE DEPICTED EROSION AND SEDIMENT CONTROL PLAN SHOULD BE USED AS A GENERAL GUIDELINE.

THE CONTRACTOR'S CONSTRUCTION METHODS MY REQUIRE ADDITIONAL EROSION AND SEDIMENT

CONTROL DEVICES TO REMAIN WITHIN THE REQUIREMENT OF THE NPDES GENERAL STORM WATER

PERMIT.

5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MINIMIZING AREAS OF DISTURBANCE AND MUST

ESTIMATE THE AREA THAT WILL REQUIRE TURF RESTORATION BASED ON THE PROPOSED WORK AND

CONSTRUCTION METHODS.

LEGEND

INLET OR CULVERT PROTECTION BMP'S: INSTALL

SEDIMENT FILTERING BMP'S AT STORM DRAIN INLETS

AND CURB CUTS. TYPE OF SEDIMENT FILTERING

DEVICES SHALL BE DETERMINED BY THE CONTRACTOR.

12" EROSION CONTROL SILT FENCE OR 12" EROSION

CONTROL WATTLES (ECW) SHALL BE MADE FROM

WEED FREE STRAW, EXCELSIOR, COCONUT HUSK OR

YARD COMPOST. WATTLES SHALL BE STAKED ON EARTH

OR ANCHORED WITH SANDBAGS ON PAVEMENT OR CONCRETE.

EROSION CONTROL SILT FENCE OR EROSION CONTROL

WATTLES. MUST BE PLACED ON THE CONTOUR (LEVEL)

WITH "J" HOOKS ON THE ENDS.

PERMANENT SEEDING

SF

W-1

IP

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

P D

W G

F A

D

100% SUBMITTAL

CP-100

S I T

E

P

L

11 INSTALL LIGHTING, POLES AND BASES

SEE ELECTRICAL PLAN

INSTALL DOUBLE MAST ARM LIGHTING,

SEE ELECTRICAL PLAN

REMOVE AND REPLACE FIRE HYDRANT

3 EA.

RELOCATE WATER LINE

CURB OR AREA INLET

6 EA.

UTILITY ITEMSPAVING ITEMS

1 4" ACC PAVEMENT

12" AGGREGATE BASE COURSE

6" ACC PAVEMENT

12" AGGREGATE BASE COURSE

SIDEWALK

ASPHALT DUMPSTER PAD AND BACKUP

AREA FOR LOADING DOCK

TYPE I CURB & GUTTER

SPECIAL PAN

REINFORCED CONCRETE PAN

FUTURE DRYING TOWER (NOT IN CONTRACT)

HANDICAP PARKING STALLS

HANIDCAP ACCESSIBILITY SIGN - 8 EA

VAN ACCESSIBLE HANDICAP PARKING STALLS

VAN ACCESSIBILTY SIGN - 2 EA.

CONCRETE VALLEY GUTTER

RESERVED FOR SCI SIGN - 11 EA.

DEPRESS CURB AND SIDEWALK FOR HANDICAP

ACCESS

CURVE DATA

W PRIDE PARKING ROAD

GENERAL NOTES

1. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS NOTED OTHERWISE.

2. SIDEWALKS SHALL BE 5" THICK CONCRETE OVER 4” OF CLASS 5 GRAVEL BASE COURSE.

3. CONTRACTION JOINTS ON CONCRETE SIDEWALKS SHALL BE ¾” MIN. DEPTH AND SPACED 5

FEET ON CENTER.

4. CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE PROVIDED AT INTERVALS NOT

EXCEEDING 10 FEET.

5. ASPHALT PAVING MIX SHALL MEET NORTH DAKOTA DOT SECTION 410, FAA 43

SPECIFICATIONS.

6. ALL PAVEMENT MARKING SHALL BE 4” WHITE PAINT EXCEPT FOR PAVEMENT MARKING FOR

HANDICAP PARKING STALLS. SEE SHEET C-501.

7. REINFORCED CONCRETE PAN SHALL BE 3' WIDE AND 6" THICK WITH #4 EXPOXY COATED

REBAR.

B-X

BORE HOLE LOCATIONS

10A

9S

10S

10B

LEGEND

CENTER LINE

POINT OF INTERSECTION

CURB OR AREA INLET

WATER VALVE

FIRE HYDRANT

STREET LIGHT

PIPE FLARED END SECTION

WTR

10C

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

P D

W G

F A

D

100% SUBMITTAL

CP-101

S I D

E W

A

Y O

U

GENERAL NOTES:

1. SEE SHEETS C-501 AND C-502 FOR SIDEWALK AND RAMP

DEATILS

C

P

KEY MAP

SEE INSET A

INSET A

1"=10'

INSET B

1"=20'

SEE INSET B

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

G D

W G

F A

D

100% SUBMITTAL

CG-100

O V

E R

A L L

G

R A

D I N

G

P

L

PROPOSED MAJOR CONTOUR - 5 FT INTERVAL

PROPOSED MINOR CONTOUR - 1 FT INTERVAL

EXISTING MAJOR CONTOUR - 5 FT INTERVAL

EXISTING MINOR CONOUR - 1 FT INTERVAL

LEGEND

GENERAL NOTES

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) AND SHALL MAKE APPLICATION TO THE NORTH DAKOTA DEPARTMENT OF HEALTH FOR A NOTICE OF

INTENT TO OBTAIN COVERAGE UNDER NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES.

2. ALL ELEVATIONS SHOWN ARE TOP OF BACK OF CURB (TBC) UNLESS OTHERWISE NOTED OR LOCATED IN

PAVED AREAS.

3. CURB AND GUTTER SHALL HAVE A MINIMUM SLOPE OF 0.5%

4. ASPHALT PAVEMENT SHALL HAVE A MINIMUM CROSS SLOPE OF 1.5%

5. ANY DEMOLISHED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT WILL BE THE

CONTRACTOR'S RESPONSIBILITY TO REMOVE THIS MATERIAL FROM THE MINOT AIR FORCE BASE.

GRADING NOTES

1. THE CONTRACTOR WILL BE REQUIRED TO RAZE, REMOVE AND DISPOSE OF ALL STRUCTURES AND OTHER

OBSTRUCTIONS OF WHICH ANY PORTION ARE IN THE CONSTRUCTION LIMITS IN ACCORDANCE WITH THE

SPECIFICATIONS AND PLANS. UPON COMPLETION OF GRADING, THE CONTRACTOR SHALL BE RESPONSIBLE

TO DISPOSE OF ALL ROCKS, RUBBLE, AND EXCESS SOIL. SEED IN COMPLIANCE WITH EROSION CONTROL

PLAN REQUIREMENTS. COORDINATE THE EXACT LOCATION WITH THE CONTRACTING OFFICER. ALL

TRANSPORTATION, LOADING AND UNLOADING AND TEMPORARY DRAINAGE DURING CONSTRUCTION IS THE

CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL BE AWARE OF EXISTING DRAINAGE CONDITIONS

AND FACILITIES, AND SHALL PROVIDE FOR DRAINAGE AND EROSION CONTROL DURING ALL PHASES OF

CONSTRUCTION. DAMAGE CAUSED BY IMPROPER TEMPORARY DRAINAGE FACILITIES SHALL BE REPAIRED AT

THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

2. CONTRACTOR SHALL PROVIDE EROSION CONTROL BEST MANAGEMENT PRACTICES

(BMPS) TO PREVENT EROSION FROM OCCURRING AND SEDIMENT FROM REACHING

THE ROADWAYS AND STORM SEWER SYSTEM.

3. SHOULD THE CONTRACTOR IDENTIFY SITE OR MATERIAL CONDITIONS WHICH

WARRANT A MODIFICATION, A REQUEST FOR A CHANGE IN THE DESIGN MAY BE

SUBMITTED TO THE CONTRACTING OFFICER.

4. IF CONTAMINATED SOILS OR ANY UNUSUAL BURIED DEBRIS ARE ENCOUNTERED

DURING EXCAVATION, CONTRACTOR SHALL CEASE WORK AND CONTACT THE

CONTRACTING OFFICER.

5. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IF UNSTABLE MATERIAL OR

GROUND WATER IS ENCOUNTERED IN AN EXCAVATIONITRENCH BOTTOM.

6. A GEOTECHNICAL INVESTIGATION PREPARED IN NOVEMBER, 2013, WAS PERFORMED BY TERRACON. A COPY

OF THIS REPORT IS INCLUDED IN THE PROJECT SPECIFICATIONS. THE SUBSURFACE TESTING INCLUDED

TEST BORE HOLES AND INTERPRETATION OF RESULTS.

THE INTENT OF THE PROJECT PLANS WAS TO FOLLOW THE RECOMMENDATIONS OF

THE GEOTECHNICAL INVESTIGATION REPORT. IF ANY CONFLICTS OR DISCREPANCIES

OCCUR, CONTACT THE CONTRACTING OFFICER FOR DIRECTION.

GEOTECHNICAL TESTING WILL BE CONDUCTED DURING THE PROJECT, WITH

COORDINATION AMONG THE CONTRACTOR, GEOTECHNICAL FIRM, AND THE

CONTRACTING OFFICER. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL MATERIAL

AND COMPACTION TESTING. IF ANY TEST FAILS, THE MATERIAL WILL BE RE-WORKED

OR REPLACED BY THE CONTRACTOR UNTIL A PASSING TEST IS OBTAINED.

THE ENGINEER AND CONTRACTING OFFICER SHALL HAVE ACCESS AT ALL TIMES TO

ALL PARTS OF THE PROJECT SITE.

7. ALL PAVED ROADS ADJACENT TO PROJECT AREAS SHALL BE CLEANED OF

CONSTRUCTION DEBRIS AT THE END OF EACH DAY OR MORE FREQUENTLY IF NEEDED.

SEDIMENT AND MILLINGS SHALL BE REMOVED FROM ROADS BY SHOVELING OR

SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA.Draf

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

G D

W G

F A

D

100% SUBMITTAL

CG-101

N O

R T

H

G

R A

D I N

G

P

L

KEY MAP

C

G

TBC TOP BACK OF CURB

SW SIDEWALK

R RADIUS

L LENGTH

T TANGENT

Δ DEFLECTION ANGLE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENT

PCC POINT OF COMPOUND CURVATURE

ME MATCH EXISTING

HP HIGH POINT

CL CENTER LINE

FL FLOW LINE

EOP EDGE OF PAVEMENT

TOS TOP OF SLAB

ABBREVIATIONS

PROPOSED MAJOR CONTOUR - 5 FT INTERVAL

PROPOSED MINOR CONTOUR - 1 FT INTERVAL

EXISTING MAJOR CONTOUR - 5 FT INTERVAL

EXISTING MINOR CONOUR - 1 FT INTERVAL

BORING LOCATION

LEGEND

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

G D

W G

F A

D

100% SUBMITTAL

CG-102

W E

A

D I N

G

P

L

C

G

TBC TOP BACK OF CURB

SW SIDEWALK

R RADIUS

L LENGTH

T TANGENT

Δ DEFLECTION ANGLE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENT

PCC POINT OF COMPOUND CURVATURE

ME MATCH EXISTING

CL CENTER LINE

FL FLOW LINE

EOP EDGE OF PAVEMENT

TOS TOP OF SLAB

ABBREVIATIONS

PROPOSED MAJOR CONTOUR - 5 FT INTERVAL

PROPOSED MINOR CONTOUR - 1 FT INTERVAL

EXISTING MAJOR CONTOUR - 5 FT INTERVAL

EXISTING MINOR CONOUR - 1 FT INTERVAL

BORING LOCATION

LEGEND

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

G D

W G

F A

D

100% SUBMITTAL

CG-103

E A

A

D I N

G

P

L

NOTES:

1. BEGIN TRANSITION TO TYPE 1 CURB

2 CONCRETE VALLEY GUTTER. MATCH EXISTING

FLOWLINE ELEVATIONS AT PC'S.

3. 3' CONCRETE PAN. MATCH EXISTING GRATE

ELEVATION AT INLET AND FLOWLINE ELEVATION

AT EXISTING PC.

C

G

TBC TOP BACK OF CURB

SW SIDEWALK

R RADIUS

L LENGTH

T TANGENT

Δ DEFLECTION ANGLE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENT

PCC POINT OF COMPOUND CURVATURE

ME MATCH EXISTING

CL CENTER LINE

FL FLOW LINE

EOP EDGE OF PAVEMENT

TOS TOP OF SLAB

ABBREVIATIONS

PROPOSED MAJOR CONTOUR - 5 FT INTERVAL

PROPOSED MINOR CONTOUR - 1 FT INTERVAL

EXISTING MAJOR CONTOUR - 5 FT INTERVAL

EXISTING MINOR CONOUR - 1 FT INTERVAL

BORING LOCATION

LEGEND

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

G D

W G

F A

D

100% SUBMITTAL

CG-104

L O

A D

I N

G

D

O C

K

G

R A

D I N

G

P

L

NORTH LOADING DOCK

WEST LOADING DOCK

WEST LOADING DOCK

NORTH LOADING DOCK

NORTH LOADING DOCK

WEST LOADING DOCK

TBC TOP BACK OF CURB

SW SIDEWALK

R RADIUS

L LENGTH

T TANGENT

Δ DEFLECTION ANGLE

PC POINT OF CURVATURE

PI POINT OF INTERSECTION

PT POINT OF TANGENT

PCC POINT OF COMPOUND CURVATURE

ME MATCH EXISTING

CL CENTER LINE

FL FLOW LINE

EOP EDGE OF PAVEMENT

TOS TOP OF SLAB

ABBREVIATIONS

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

U D

W G

U

F A

D

100% SUBMITTAL

CU-101

U T

I L I T

Y

P

L A

N

W A

T E

R M

A

J U

S T

M E

N

PLAN 1

FIRE HYDRANT REMOVAL

AND INSTALLATION

PLAN 2

FIRE HYDRANT REMOVAL

AND INSTALLATION

PLAN 3

FIRE HYDRANT REMOVAL

AND INSTALLATION

PLAN 4

WATER MAIN INSTALLATION

GENERAL NOTES

1. EXISTING UTILITIES SHOWN ON THIS PLAN WERE DETERMINED FROM FIELD SURVEY (WATER,SEWER, STORM

SEWER), DIGITAL GIS INFORMATION PROVIDED BY MINOT AIR FORCE BASE, AND EXISTING UTILITY LOCATION

MAPS PROVIDED BY MDU AND VERENDRYE ELECTRIC.

2. AT ALL LOCATIONS WHERE THE PROPOSED UTILITY IMPROVEMENT CROSSES OR IS ADJACENT TO EXISTING

UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE EXISTING UTILITIES TO

ENSURE THAT THEY ARE NOT DISTURBED DURING THE WORK.

3. DISRUPTION OF EXISTING UTILITY SERVICE WILL NOT BE ALLOWED WITHOUT APPROVAL OF MINOT AIR FORCE

BASE.

4. UNDERGROUND COMMUNICATION LINES SHOWN ON THIS PLAN SHALL BE FIELD LOCATED BOTH

HORIZONTALLY AND VERTICALLY AT ALL PROPOSED UTILITY CROSSINGS AND GRADED AREAS OF EXCAVATION

AT SUFFICIENT LOCATIONS TO VERIFY THE LINE WILL NOT BE DISTURBED OR WILL NEED TO BE RELOCATED.

ANY CONFLICTS IDENTIFIED SHALL BE REPORTED TO THE ENGINEER AND CONTRACTING OFFICER

IMMEDIATELY.

5. SEE ELECTRICAL PLANS FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL FACILITIES.

6. ALL QUANTITIES SHOWN ARE APPROXIMATE.

UTIILITY CONTACTS

WATER WASTEWATER

BASE UTILITIES

RUSS GOHL/AMBER MIKKELSON

701-500-7440/701-340-4261

RGOHL@BASEUTIL.COM

GAS

MONTANA DAKOTA UTILITIES (MDU)

GLENN HOUSTON/NICK CAIN

701-857-6821/701-857-6820

GLENN.HOUSTON@MDU.COM/NICK.CAIN@MDU.COM

ELECTRIC

VERENDRYE ELECTRIC COOP (VEC)

JOHN WESTBY

1-800-472-2141

JOHNPW@VERENDRYE.COM

MIKE NILSON

CHIEF, OPERATIONS ENGINEERING

DSN 453-4843

COMM (701) 723-4843

CU

x

SD

x

EU

x

W x

SS

x

G x

W

EXISTING COMM LINE

EXISTING STORM DRAIN

EXISTING UNDERGRAOUND ELECTRICAL

EXISTING WATER MAIN

EXISTING SANITARY SEWER

EXISTING GAS

WATER

WV

FIRE HYDRANT

WATER VALVE

UTILITY LEGEND

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

U D

W G

F A

D

100% SUBMITTAL

CU-102

S T

O R

M

S

E W

E R

P L A

N

A

O

F I L E

S

S D

S

D

A

GENERAL NOTES

1. EXISTING UTILITIES SHOWN ON THIS PLAN WERE DETERMINED FROM FIELD SURVEY (WATER,SEWER, STORM

SEWER), DIGITAL GIS INFORMATION PROVIDED BY MINOT AIR FORCE BASE, AND EXISTING UTILITY LOCATION

MAPS PROVIDED BY MDU AND VERENDRYE ELECTRIC.

2. AT ALL LOCATIONS WHERE THE PROPOSED UTILITY IMPROVEMENT CROSSES OR IS ADJACENT TO EXISTING

UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE EXISTING UTILITIES TO

ENSURE THAT THEY ARE NOT DISTURBED DURING THE WORK.

3. DISRUPTION OF EXISTING UTILITY SERVICE WILL NOT BE ALLOWED WITHOUT APPROVAL OF MINOT AIR FORCE

BASE.

4. UNDERGROUND COMMUNICATION LINES SHOWN ON THIS PLAN SHALL BE FIELD LOCATED BOTH

HORIZONTALLY AND VERTICALLY AT ALL PROPOSED UTILITY CROSSINGS AND GRADED AREAS OF EXCAVATION

AT SUFFICIENT LOCATIONS TO VERIFY THE LINE WILL NOT BE DISTURBED OR WILL NEED TO BE RELOCATED.

ANY CONFLICTS IDENTIFIED SHALL BE REPORTED TO THE ENGINEER AND CONTRACTING OFFICER

IMMEDIATELY.

5. SEE ELECTRICAL PLANS FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL FACILITIES.

6. ALL QUANTITIES SHOWN ARE APPROXIMATE.

S T

A

R

N

E

C A

T C

H

B

A S

I N

R

E

I N

V

E

L E

V

S T

A

R

N

E

R

C

F

L A

R E

D

E

C

T I O

N

I N

V

E

L E

V

33 LF OF 15" RCP CLASS III @ 15.76%

EXISTING GRADE AT PIPE

PROFILE SD-1

S T

A

R

N

E

C A

T C

H

B

A S

I N

R

E

I N

V

E

L E

V

41 LF OF 15" RCP CLASS III @ 1.00%

S T

A

R

N

E

E X

I S

T I N

G

S

T O

R M

S E

W E

R

M

A N

H O

L E

R

E

V

I N

V

E

L E

V

W

I N

V

E

L E

V

I N

V

E

L E

V

EXISTING GRADE AT PIPE

PROFILE SD-2

S T

A

L

N

E

C A

T C

H

B

A S

I N

R

E

I N

V

E

L E

V

S T

A

R

N

E

A R

L E

T

R

E

V

I N

V

E

L E

V

I N

V

E

L E

V

I N

V

E

L E

V

PROFILE SD-3

GRADE AT PIPE

S T

A

L

N

E

A R

L E

T

R

E

I N

V

E

L E

V

70' LF OF 15" RCP CLASS III @ 1.00%

49' LF OF 15" RCP CLASS III @ 2.36%

G x

G x

G x

G x

G x

G x

Gx

Gx

Gx

Gx

Gx

Gx

Gx

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

S

Sx

S

Sx

S

Sx

C

U x

C

U x

C

U x

C

U x

N PRIDE PARKING ROAD

STA 6+29.7 - 44.0' R

N 17601916.1

E 1076422.3

15" RC FLARED END SECTION

PLAN SD-1

S

D

S

D x

S D x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

Ux

E

Ux

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

N PRIDE PARKING ROAD

X

X

S

D x

S

D x

S

D x

S

D x

S

D

E

U x

E

U x

E

U

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

S

D x

S

D x

S

D x

S

D x

S

D x

S

D x

S

D x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

N PRIDE PARKING ROAD

PLAN SD-3

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

U D

W G

F A

D

100% SUBMITTAL

CU-103

S T

O R

M

S

E W

E R

P L A

N

A

O

F I

0+00 1+00 2+00 3+00 4+00

BEG STA 0+00.00 N 17601411.98 E 1076381.40

TANGENT LENGTH 25.00' N 36°47'28.69" E

PI 0+25+.00 N 17601432.00 E 1076396.37

Δ 17°06'54.36" RIGHT

END 3+78.12 N 17601640.38 E 1076682.19

TANGENT LENGTH 353.72' N 53°54'22.88" E

ALIGNMENT DATA

SD-4

GENERAL NOTES

1. EXISTING UTILITIES SHOWN ON THIS PLAN WERE DETERMINED FROM FIELD SURVEY (WATER,SEWER, STORM

SEWER), DIGITAL GIS INFORMATION PROVIDED BY MINOT AIR FORCE BASE, AND EXISTING UTILITY LOCATION

MAPS PROVIDED BY MDU AND VERENDRYE ELECTRIC.

2. AT ALL LOCATIONS WHERE THE PROPOSED UTILITY IMPROVEMENT CROSSES OR IS ADJACENT TO EXISTING

UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE EXISTING UTILITIES TO

ENSURE THAT THEY ARE NOT DISTURBED DURING THE WORK.

3. DISRUPTION OF EXISTING UTILITY SERVICE WILL NOT BE ALLOWED WITHOUT APPROVAL OF MINOT AIR FORCE

BASE.

4. UNDERGROUND COMMUNICATION LINES SHOWN ON THIS PLAN SHALL BE FIELD LOCATED BOTH

HORIZONTALLY AND VERTICALLY AT ALL PROPOSED UTILITY CROSSINGS AND GRADED AREAS OF EXCAVATION

AT SUFFICIENT LOCATIONS TO VERIFY THE LINE WILL NOT BE DISTURBED OR WILL NEED TO BE RELOCATED.

ANY CONFLICTS IDENTIFIED SHALL BE REPORTED TO THE ENGINEER AND CONTRACTING OFFICER

IMMEDIATELY.

5. SEE ELECTRICAL PLANS FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL FACILITIES.

6. ALL QUANTITIES SHOWN ARE APPROXIMATE.

329 LF OF 24" CLASS III @ 0.10%

PROFILE SD-4

EXISTING GRADE AT PIPE

STA 2+36.19 COMMUNICATION LINE

APPROXIMATE LOCATION

OWNER TO PROVIDE LOCATION

CONTRACTOR TO VERIFY

S T

A

E

E X

I S

T I N

G

C

A T

H

S

I N

R

E

I N

V

E

L E

V

S T

A

N

E

R

C

F

L A

R E

D

E

C

T I O

N

I N

V

E

L E

V

STA 1+00.17

APPROXIMATE LOCATION

UNDERGROUND ELECTRIC

X

X

X

X

X

X

X

X

SD

x SD x

SD

x SD x SD x SD x

SD

x SD x SD x

SD

x SD x SD x SD x

SD

x SD x SD x

SD

x SD x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E U x

E U x

E U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E

U x

E U x

E U x

E U x

EU

x

EU

x

EU

x

S

Dx

S

D x

S

D x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U

C U x

C

U x

C

Ux

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

C

U x

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

Wx

W x

W x

STA 2+39.9 - 110.2' R

N 17601625.6

E 1076662.0

24" RC FLARED END SECTION

1+00

2+00

3+00

N PRIDE PARKING ROAD

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

U D

W G

F A

D

100% SUBMITTAL

CU-104

S T

O R

M

S

E W

E R

P L A

N

A

O

F I

0+00 1+00 2+00 3+00 4+00

GENERAL NOTES

1. EXISTING UTILITIES SHOWN ON THIS PLAN WERE DETERMINED FROM FIELD SURVEY (WATER,SEWER, STORM

SEWER), DIGITAL GIS INFORMATION PROVIDED BY MINOT AIR FORCE BASE, AND EXISTING UTILITY LOCATION

MAPS PROVIDED BY MDU AND VERENDRYE ELECTRIC.

2. AT ALL LOCATIONS WHERE THE PROPOSED UTILITY IMPROVEMENT CROSSES OR IS ADJACENT TO EXISTING

UTILITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING THE EXISTING UTILITIES TO

ENSURE THAT THEY ARE NOT DISTURBED DURING THE WORK.

3. DISRUPTION OF EXISTING UTILITY SERVICE WILL NOT BE ALLOWED WITHOUT APPROVAL OF MINOT AIR FORCE

BASE.

4. UNDERGROUND COMMUNICATION LINES SHOWN ON THIS PLAN SHALL BE FIELD LOCATED BOTH

HORIZONTALLY AND VERTICALLY AT ALL PROPOSED UTILITY CROSSINGS AND GRADED AREAS OF EXCAVATION

AT SUFFICIENT LOCATIONS TO VERIFY THE LINE WILL NOT BE DISTURBED OR WILL NEED TO BE RELOCATED.

ANY CONFLICTS IDENTIFIED SHALL BE REPORTED TO THE ENGINEER AND CONTRACTING OFFICER

IMMEDIATELY.

5. SEE ELECTRICAL PLANS FOR DEMOLITION AND CONSTRUCTION OF ELECTRICAL FACILITIES.

6. ALL QUANTITIES SHOWN ARE APPROXIMATE.

-0+20 0+00

0+20

0+40

0+60

0+80

1+00

1+20

1+40

1+60

1+80

2+00

2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80

S T

A

R

N

E

A R

L E

T

R

E

I N

V

E

L E

V

S T

A

R

N

E

A R

L E

T

R

E

I N

V

E

L E

V

S T

A

R

N

E

A R

L E

T

R

E

I N

V

E

L E

V

PROFILE GRADE AT PIPE

EXISTING GRADE AT PIPE

86 LF OF 15" RCP CLASS III @ 0.50%

99 LF OF 15" RCP CLASS III @ 0.58%

EXISTING 15" RCP

PROFILE SD-5

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

D

W G

F A

D

100% SUBMITTAL

C-501

D E

T A

I

E

10' MIN.10' MIN.

9'

10' MIN. 10' MIN.

5'5'

REGULAR SPACES VAN ACCESSIBLE

ACCESSIBILITY SYMBOL

(BLUE)

4" PAINTED PARKING

STALL LINES (BLUE)

ACCESSIBLE SPACES

4" PAINTED DIAGONAL

LINES (BLUE)

3'

1'-6"1'-6"

19'

STANDARD

4" STRIPE (WHITE)

21'

OVERSIZED

4" STRIPE (WHITE)

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F C

C

D

W G

F A

D

100% SUBMITTAL

C-502

D E

T A

I

E

NTS

3/16"

M

I N

1/8" MIN.

1/8" R.

M

I N

M

I N

5/8"

1/8" MIN.1/8" MIN.

W A

P

T H

1/2"

1/8" R.

1/8" R.

PREFORMED

NON-EXTRUDING

JOINT FILLER

JOINT SEALANT

W A

P

T H

1/2"

D E

P T

H

1/8" R.

1/8" R.

PREFORMED

NON-EXTRUDING

JOINT FILLER

JOINT SEALANT

BUILDING

WALL

SIDEWALK

SIDEWALK DETAIL

NTS

S L O

P E

TOOLED JOINT

SPACED TO MATCH

SIDEWALK WIDTH

ALL SIDEWALK SHALL BE A MINIMUM

OF 4" THICK CONCRETE, USE 2"

BASE COURSE UNDER SIDEWALK

EXPANSION JOINT

SPACED 100' MAX.

W I D

S H

O W

N

O N

P L A

N S

P

E R

F O

O T

F

T

M

A X

S L

O P

E

M

I N

3' MIN. 3' MIN.

TYPE 2

NTS

TYPE 3

NTS

M

I N

M

A X

DETECTABLE

WARNING

PANEL

NOTES:

SURFACE TEXTURE OF THE RAMP SHALL BE OBTAINED BY A

COARSE BROOMING AND TINING, TRANSVERSE TO THE SLOPE OF

THE RAMP.

DETECTABLE WARNING PANEL SHALL BE OF VITRIFIED POLYMER

COMPOSITE CONSTRUCTION, CAST-IN-PLACE TYPE,

MANUFACTURED BY ARMOR TILE TACTILE SYSTEMS, FEDERAL

YELLOW IN COLOR, OR APPROVED EQUAL.

CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON

THE RAMP, FREE OF SAGS AND SHORT GRADE CHANGES.

THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED

THROUGH THE AREA OF THE RAMP OPENING.

CROSS SLOPES SHALL NOT EXCEED 2%.

SLOPE *

12:1 MAX.

V A

R I E

S

S L O

F

T

M A

X

M

I N

M

A X

6" CURB

DETECTABLE

WARNING

PANEL

CURB &

GUTTER

SLOPE *

12:1 MAX.

V A

R I E

S

SECTION

ELEVATION

MATCH GUTTER SLOPE

1'

OPENING

24' O.C.

TOP OF CURB

15"

CURB CHASE

3"

4 - #4 REBAR

EQUALLY SPACED

4" COMPACTED

AGGREGATE

BASE COURSE

17"

8" COMPACTED

SUBGRADE

#4 REBAR - 12" O.C.

7"

6"

24"

6" 6"18"

30"Draf

SYMBOL DESCRIPTION

MOUNTING HEIGHT

TO CENTER OF

DEVICE UNLESS

OTHERWISE NOTED

ELECTRICAL SYMBOLS SCHEDULE

THIS IS A COMPREHENSIVE SYMBOL SCHEDULE. NOT ALL SYMBOLS ARE APPLICABLE TO THESE DRAWINGS

NEW OR SALVAGED LIGHT AND POLE. NUMBER INDICATES TYPE, SEE SCHEDULE.

ABBREVIATIONS

1PH SINGLE-PHASE

1P SINGLE POLE

3Ø THREE-PHASE

3PH THREE-PHASE

A AMPERES

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIC AMPERE INTERRUPTING CAPACITY

ALT ALTERNATE

BD BOARD

BLDG BUILDING

C CONDUIT

CAP CAPACITY

CATV COMMUNITY ANTENNA TELEVISION

CCT CIRCUIT

CCTV CLOSED CIRCUIT TELEVISION

CHEMO CHEMOTHERAPY

CKT CIRCUIT

COMM COMMUNICATION

CORR CORRIDOR

COTR CONTRACTING OFFICER'S TECHNICAL

REPRESENTATIVE

CR CARD READER

CU COPPER

DEMO DEMOLITION

DN DOWN

DPD DUCT PHOTO DETECTOR

E EAST

EA EACH

EEG ELECTROENCEPHALOGRAPHY

EKG ELECTROCARDIOGRAPHY

ELEV ELEVATOR

EMER EMERGENCY

EQUIP EQUIPMENT

ETC ETCETERA

EXIST,EXG EXISTING

FAAP FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FLR FLOOR

FSD FIRE/SMOKE DAMPER

FT FEET OR FOOT

G,GND GROUND

GA GAUGE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GP GENERAL PURPOSE

GYP GYPSUM

HP HORSEPOWER

HT HEIGHT

HVAC HEATING, VENTILATION, & AIR CONDITIONING

JB JUNCTION BOX

KW KILOWATT

LED LIGHT EMITTING DIODE

LTG LIGHTING

LV LOW VOLTAGE

MAX MAXIMUM

MC MOMENTARY CONTACT

MCCB MOLDED CASE CIRCUIT BREAKER

MECH MECHANICAL

MED MEDICAL

MIN MINIMUM

MLO MAIN LUGS ONLY

mm MILLIMETER

N NORTH

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NICET NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING

TECHNOLOGIES

No. NUMBER

NTS NOT TO SCALE

OC OCCUPANCY SENSOR

OCPD OVER CURRENT PROTECTION DEVICE

OX OXYGEN

P POLE

PA PUBLIC ADDRESS (OVERHEAD PAGING SYSTEM)

PF PLUMBING FIXTURE

PNL PANEL

PVC POLYVINYL CHLORIDE

RE, REF REFER TO, REFERENCE, REGARDING

REC RECREATION

RECPT RECEPTION, RECEPTIONIST

REFRIG REFRIGERATOR

REQD REQUIRED

REQMTS REQUIREMENTS

RM ROOM

STP SHIELDED TWISTED PAIR

SW SOUTHWEST

TELE TELEPHONE

TELECOM TELECOMMUNICATIONS

TIA/EIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION /

ELECTRONIC INDUSTRIES ALLIANCE

TV TELEVISION

TYP TYPICAL

UL UNDERWRITERS LABORATORY

V VOLTS

VA VETERAN'S ADMINISTRATION

VAV VARIABLE AIR VOLUME BOX

VAC VOLTS ALTERNATING CURRENT

W WATT

W WIRE

WG WIRE GUARD

WP WEATHERPROOF

J JUNCTION BOX

P14

E POWER PEDESTAL

1 PLAN NOTE

TRANSFORMER

PANEL

EXISTING LIGHT AND POLE

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F

E

E

D

W G

F A

D

100% SUBMITTAL

Q

JV

F

-0

7E

-E -0

.d w g

FD

JB N

M B

O

B

R E

V I A

T I O

N S

E L E

C T

R I C

A L

N

O T

E S

E-001

SPECIFIC NOTES:

1. REMOVE LIGHT FIXTURE FROM POWER POLE.

2. REMOVE LIGHT FIXTURE, POLE AND CONDUIT/CONDUCTOR.

3. REMOVE POWER POLE.

4. REMOVE POWER LINE BACK TO THIS LOCATION AND REUSE CIRCUIT FOR NEW

LIGHTS AS SHOWN ON EP-100.

5. REMOVE ELECTRICAL EQUIPMENT AND DEMO CIRCUIT BACK TO THE PANEL OR

CLOSEST TIE-IN POINT.

6. REMOVE LIGHT FIXTURE AND POLE, SALVAGE AND REUSE AS SHOWN ON EP-100.

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F

E

E

D D

W G

X

F A

D

F

-0

7E

-E D

-1

.d

E

C T

R I C

A L

S

I T

E

D

E M

O

P

L

ED-100

SPECIFIC NOTES:

1. INTERCEPT EXISTING CIRCUIT AT THIS GENERAL LOCATION. REFER TO THE

ELECTRICAL DEMO PLAN FOR MORE INFORMATION.

2. REUSE SALVAGED LIGHT AND POLE AT THIS LOCATION, SEE DEMO PLAN FOR MORE

INFORMATION.

3. JUNCTION BOX TO BE EQUAL TO QUAZITE #PG1118BA18 WITH A #PG1118HH00 LID

WITH 'ELECTRICAL' AS THE LOGO.

4. PROVIDE (2) 20A/1P MCCB IN PANEL FOR THIS PAIR OF CIRCUITS.

5. LOCATION OF NEW VEHICLE RECEPTACLE POST. PROVIDE 20A/1P MCCB IN PANEL

FP FOR THIS CIRCUIT. REFERENCE 3/E-500 FOR POST INFORMATION.

GENERAL NOTES:

A. ALL UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC UNLESS USED IN AN AREA

SUBJECT TO VEHICULAR TRAFFIC, WHICH THEN WILL BE SCHEDULE 80 PVC.

B. CAREFULLY COORDINATE TRENCHING WITH SEWER, WATER, AND OTHER ELECTRICAL

LINES, HAND DIG WHERE NECESSARY.

C. PROVIDE 1#10 PULL TAPE IN ALL CONDUITS.

D. LIGHTS TO BE CONNECTED TO 120V CIRCUITS AND ALTERNATE BETWEEN 2 CIRCUITS.

E. REFERENCE 2/E-500 FOR ALL LIGHT POLE BASES.

F. REFERENCE 1/E-500 FOR ALL JUNCTION BOXES TO BE PUT IN. NO SPLICES ARE TO

OCCUR OUTSIDE OF A HANDHOLE.

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F

E

E

P D

W G

X

F A

D

F

-0

7E

-E P

-1

.d

E

C T

R I C

A L

S

I T

E

P

L

EP-100

DOUBLE UNIT POWER POLE SAME AS SINGLE

UNIT POLE WITH ADDITIONAL MIDWEST

UO11CP6010 (OR APPROVED EQUAL ) POWER

OUTLET (NO PEDESTAL) NIPPLED

BACK-TO-BACK WITH PEDESTAL TYPE POWER

OUTLET. PROVIDE 1" NIPPLE THROUGH "I"

BEAM AND POWER FROM FEED-THRU LUGS IN

PEDESTAL WITH (3) #8 THHN CONDUCTORS.

FACTORY MANUFACTURED WEATHERPROOF

PEDESTAL (POST) TYPE UNMETERED MIDWEST

UDO11CP6010 (OR APPROVED EQUAL) POWER

OUTLET. BUSHED SLOTS IN COVER FOR CORDS.

COVER SHALL BE ADJUSTED TO CLOSE BY

GRAVITY. COVERS THAT LATCH OR OTHERWISE

CAN REMAIN OPEN ARE NOT ACCEPTABLE.

MIDWEST UO11CP6010 OR APPROVED EQUAL.

PAINT SAME AS "I" BEAM. SEE SPECIFICATIONS

FOR FURTHER DESCRIPTION.

CONCRETE

STEEL BEAM

1/4" TOP PLATE. WELD

ALL ROUND. FINISH SAME

AS STEEL BEAM POST

POWER OUTLET

W10X49 STEEL BEAM (VERIFY SIZE TO FIT

POWER OUTLET.) PAINT ONE COAT ZINC

RICH PRIMER AND TWO COATS BROWN

ENAMEL PRIOR TO SETTING AND MOUNTING

POWER OUTLETS.

LOOP FEED LUGS

WIREWAY WITH REMOVABLE

COVER (PART OF POWER

OUTLET)

PVC CONDUIT BROUGHT TO JUST ABOVE FINISH SURFACE.

PVC MAY BE FIELD BENT IN ORDER TO "KICK" HORIZONTAL

RUN OUT IN FRONT OF "I" BEAM.

CUT AWAY LOWER PORTION OF WIREWAY

FRONT TO ALLOW FOR ENTRY OF CONDUITS

FINISH SURFACE

(2) 20A

BREAKERS

5-20R DUPLEX GFCI

RECEPTACLES

MIN 20" DIA X 36" DEEP CONCRETE BASE

CONDUCTORS IN PVC CONDUIT

FROM PREVIOUS VEHICLE

RECEPT POST OR FEEDPOINT

ELEVATION VIEW

CONDUCTORS IN PVC

CONDUIT TO NEXT

VEHICLE RECEPT. POST

PLAN VIEW

M

I N

SCALE:

VEHICLE RECEPTACLE POST

N.T.S. -

NOTES:

1. SEE ELECTRICAL SITE PLAN FOR

LOCATIONS AND TOTAL NUMBER.

2. PROVIDE ONE EXTRA STUBBED

AND CAPPED CONDUIT IN EACH

BASE FOR FUTURE EXTENSIONS.

3. VERIFY DEPTH AND WIDTH OF

BASE WITH LUMINAIRE

MANUFACTURER. MINIMUM SIZES

AS SHOWN.

MINIMUM 5/8 INCH DIAMETER

X 10 FOOT COPPER CLAD

GROUND ROD.

3/4 INCH CHAMFER

POST LUMINAIRE AND BASE

BY DIVISION 26. SEE

LUMINAIRE SCHEDULE.

ROUND CONCRETE BASE

WITH (4) #5 VERTICAL AND #4

TIES AT 12 INCH ON CENTER

CONDUIT

(4) ANCHOR BOLTS

FINISH GRADE

SCALE:

LIGHT POLE PEDESTAL BASE

N.T.S. -

M

I N

I M

U M

APPROPRIATE

LOGO (NOTE 4)

SKID RESISTANT

SURFACE (NOTE 3)

LIFTING

EYE

PORTLAND CEMENT & CONCRETE

OR ASPHALT CONCRETE

BASE COURSE

BASE COURSE

EARTH

CONDUIT

C

A

B

TOP VIEW

(COVER)

TOP VIEW

(BOX)

ISOMETRIC VIEW

(BOX & COVER)

SIDE VIEW

(ELECTRICAL JUNCTION BOX INSTALLATION DETAILS)

2" (MIN.) 1

M

I N

NOTES:

1. THE COVER SHALL BE GASKETS WITH A MINIMUM OF TWO STAINLESS STEEL

BOLTS AND WASHERS.

2. THE COVER SHALL HAVE A LIFTING EYE.

3. THE SURFACE OF THE COVER SHALL HAVE A MINIMUM WET AND DRY

COEFFICIENT OF FRICTION VALUE OF 0.5 AS DETERMINED BY ASTM F 609.

4. THE COVER OF THE JUNCTION BOX SHALL HAVE THE APPROPRIATE LOGO IN

ONE INCH SIZE LETTER AND SHALL BE RECESSED. WHEN THE JUNCTION BOX

CONTAINS CABLE OR WIRES FOR A TRAFFIC SIGNAL THEN THE LOGO SHALL BE

"SIGNAL". WHEN THE JUNCTION BOX CONTAINS LIGHTING CONDUCTORS THEN

THE LOGO SHALL BE "LIGHTING".

5. THE ELECTRICAL JUNCTION BOXES SHALL COMPLY WITH THE AMERICAN

NATIONAL STANDARDS INSTITUTE (ANSI)/SOCIETY OF CABLE

TELECOMMUNICATIONS ENGINEERS (SCTE) 77 2007 SPECIFICATION FOR

UNDERGROUND ENCLOSURE INTEGRITY. THE LOADING REQUIREMENT FOR

ALL THE ELECTRICAL JUNCTION BOXES SHALL BE TIER 8 OF ANSI/SCTE 77 2007.

6. THE ELECTRICAL JUNCTION BOXES SHALL BE UL LISTED.

SCALE:

IN-GROUND JUNCTION BOX

N.T.S. -

M I N

I M

U M

M I N

I M

U M

24 INCH

MINIMUM

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

F I L

E

N

U M

B E

R

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

A

L E

P

L O

T

D

A T

E

D A

T E

M I N

R

S

E

N O

R T

H

D

A K

O T

A

M A

R K

D E

S C

R I P

T I O

N A

P P

R

D A

T E

C O

N T

R A

SHEET OF

SHEET

IDENTIFICATION

M I N

B

R E

P A

I D

E

P

A R

K I N

G

L O

T

P H

A S

E

M E

Y

M

D J A

B L O

N S

U

R F

R O

S

I G

N

I N

C

J U

X

Q J V

F

E

E

D

W G

F A

D

F

-0

7E

-E -5

.d

T A

I L S

E L E

C T

R I C

A L

E-500