Attachment_2_Drawings.pdf
PDF 12 MB Posted
- Attached to
- Repair PRIDE Parking Lot Federal contract opportunity
- Solicitation number
- FA4528-15-R-0014
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Attachment 2 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Contractor_Q A_-_15_May_15.docx | DOCX document | |
| Attachment_7_-_Revised_SOW_ _Drawings.pdf | ||
| SF_30_-_Add_Attachments.doc | DOC document | |
| Attachment_8_-_Contractor_Q A.docx | DOCX document | |
| 15-R-0014_Repair_Pride_Parking_Lot.doc | DOC document | |
| Attachment_4_Past_Performance_Questionnaire.docx | DOCX document | |
| Attachment_1_Specifications.pdf | ||
| Attachment_3_DB_Wage_Rates_ND_150002.pdf | ||
| Attachment_5_Financial_Responsibility.docx | DOCX document | |
| Attachment_6_Detailed_Construction_Breakdown.xlsx | XLSX spreadsheet | |
| Draft01_Specifications.pdf | ||
| Draft02_Drawings.pdf |
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Text version
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MY SIGNATURE ON
THE TITLE
SHEET APPROVES
THIS AND
ALL SHEETS IN THIS
PROJECT
REPAIR PRIDE PARKING LOT
PHASE 2
QJVF13-0067
MINOT AFB, ND
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100% SUBMITTAL
THIS DOCUMENT WAS ORIGINALLY
ISSUED AND SEALED BY
ARNOLD H. NIEMEYER ,
REGISTERED PROFESSIONAL
ENGINEER IN N NORTH DAKOTA,
LICENSE # 8195, ON 7/24/14.
THIS MEDIA SHOULD NOT BE
CONSIDERED A CERTIFIED
DOCUMENT.
PROJECT
LOCATION
PROJECT LOCATION MAP NOT TO SCALE
G-001
C O
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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
NOT USED
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 DAKOTA
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G-002
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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 WITH 90-DEGREE STALLS ARE TWO LANES, 24'
WIDE TOTAL. OTHER DRIVE DIMENSIONS ARE AS INDICATED IN THE PLANS.
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
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LINE LEGEND
SYMBOL LEGEND
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
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CD-100
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20 REMOVE FIRE HYDRANT AND BOLLARDS
3 EA. HYDRANT REMOVAL BY OTHERS.
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
NOT USED
REMOVE 329 LF OF 18" RCP AND FLARED
END SECTION
REMOVE 122 LF OF 15" RCP
REMOVE 10 LF OF 8" RCP
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
NOT USED
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
NOT USED
REMOVE SIDEWALK
152 SF
REMOVE CONCRETE SLAB
128 SF
REMOVE CURB & GUTTER
41 LF
32 REMOVE, RELOCATE, AND REINSTALL SIGNS,
POSTS AND FOUNDATIONS.
24 EA.
REMOVE TREES
22 EA.
REMOVE SIGNS, POSTS AND FOUNDATIONS
3 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
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CP-700
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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
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CP-100
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11 INSTALL LIGHTING, POLES AND BASES
SEE ELECTRICAL PLAN
INSTALL DOUBLE MAST ARM LIGHTING,
SEE ELECTRICAL PLAN
NOT USED
NOT USED
CURB OR AREA INLET
7 EA.
UTILITY ITEMSPAVING ITEMS
1 4" ACC PAVEMENT
12" AGGREGATE BASE COURSE
6" ACC PAVEMENT
12" AGGREGATE BASE COURSE
SIDEWALK
ASPHALT DUMPSTER PAD
TYPE I CURB & GUTTER
SPECIAL PAN
REINFORCED CONCRETE PAN
FUTURE DRYING TOWER (NOT IN CONTRACT)
HANDICAP PARKING STALLS
HANIDCAP ACCESSIBILITY SIGN - 7 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
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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
R
E V
I S
E D
D
W G
F A
D
100% SUBMITTAL
CP-101
S I D
E W
A L
K
L 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'
SEE INSET B
L I C
I T
A T
I O
N
N
O
F I
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
R
E V
I S
E D
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.
L I C
I T
A T
I O
N
N
O
F I
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
R
E V
I S
E D
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
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
R
E V
I S
E D
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
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
R
E V
I S
E D
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
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
R
E V
I S
E D
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
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
O
F I L E
S
S D
S
D
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%
48' LF OF 15" RCP CLASS III @ 2.37%
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
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
N PRIDE PARKING ROAD
X
X
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
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.
SPECIAL UTILITY NOTE
MAJOR COMMUNICATION LINES ORIGINATING FROM THE VICINITY OF THE NORTHWEST CORNER OF THE BUILDING
CROSS THE NEW 24" STORM SEWER BETWEEN STORM SEWER STATION 2+00 TO 3+00. CONTRACTOR SHALL
LOCATE THESE COMMUNICATION LINES ON THE GROUND BEFORE BEGINNING EXCAVATION ACTIVITIES.
329 LF OF 24" CLASS III @ 0.10%
PROFILE SD-4
EXISTING GRADE AT PIPE
STA 2+36.33 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
STEAM LINE
X
X
X
X
X
X
X
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
M
E
D W
N
B
Y
C K
D
B
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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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
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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
R
E V
I S
E D
D
W G
F A
D
100% SUBMITTAL
CU-104
S T
O R
M
S
E W
E R
P L
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
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N
E
A R
L E
T
R
E
I N
V
E
L E
V
S T
A
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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
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A T
I O
N
N
O
F I
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D W
N
B
Y
C K
D
B
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D E
S I G
N E
D
B
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D E
S C
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N M
A R
K A
P P
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F I
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B E
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S I Z
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S U
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I T
T E
D
B
Y
P L O
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C A
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P
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D
A T
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D A
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M I N
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S
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N O
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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
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P A
I D
E
P
A R
K I N
G
L O
T
P H
A S
E
M E
Y
M
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B L
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S
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I G
N
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C
J U
X
Q J V
F
C
C
R
E V
I S
E D
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
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A T
I O
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N
O
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N
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S I G
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F I L
E
N
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B E
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S U
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D
B
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P L
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P
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D A
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M I N
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N O
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O T
A
M A
R K
D E
S C
R I P
T I O
N A
P P
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D A
T E
C O
N T
R A
SHEET OF
SHEET
IDENTIFICATION
M I N
B
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P A
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P
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K I N
G
L O
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P H
A S
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M E
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B L O
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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"
L I C
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I O
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D E
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N M
A R
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P P
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T E
F I L
E
N
U M
B E
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S I Z
E
S U
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B
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P L
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P
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A T
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D A
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M I N
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N O
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H
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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
T
E S
E-001
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
L I C
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A T
I O
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F I L
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N
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E
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A T
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D A
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M I N
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S
E
N O
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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
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M
D J A
B L O
N S
U
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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. 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.
L I C
I T
A T
I O
N
N
O
F I
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
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C 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
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P
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F A
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-0
7E
-E P
-1
.R E
V
IS
E D
.d
E
C T
R I C
T
E
P
L
EP-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.
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
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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
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D A
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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
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P
L O
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D
A T
E
D A
T E
M I N
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S
E
N O
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SHEET OF
SHEET
IDENTIFICATION
M I N
B
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G
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-0
7E
-E -5
.d
T A
I L S
E L
E C
T R
I C
A L
E-500
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
| G-001R |
| G-002.R |
| V-101 |
| CD-100.R |
| CP-700.R |
| CP-100.R |
| CP-101.R |
| CG-100.R |
| CG-101.R |
| CG-102.R |
| CG-103.R |
| CG-104.R |
| CU-102 |
| CU-103 |
| CU-104.R |
| C-501.R |
| C-502 |
| E-001 |
| ED-100 |
| EP-100.R |
| E-500 |
File details come from the government source that posted it. Updated .