Attachment_2_Drawings.pdf

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VICINITY MAP

SITE

PROJECT

NO SCALE SCALE: 1"=500'

MAFB PROJECT NO: QJVF14-0027

CONSTRUCT SGT PAD

MINOT AFB, NORTH DAKOTA

LOCATION PLAN

BASE GATE

LOCATION

PROJECT

HAUL ROUTE

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BOMBER BLVD.

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100% SUBMITTAL

16 MARCH 2016

GENERAL

G-001 COVER SHEET

G-002 INDEX OF DRAWINGS, LEGENDS AND GENERAL NOTES

G-003 ABBREVIATIONS

CIVIL

V-001 TOPOGRAPHIC SURVEY

C-101 GRADING PLAN

C-102 PAVING PLAN

C-103 COORDINATE PLAN

C-104 JOINTING PLAN

C-105 CIVIL DETAILS

ELECTRICAL

EG101 GENERAL ELECTRICAL NOTES AND SYMBOLS LEGEND

ES101 ELECTRICAL SITE PLAN

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 POWER RISER DIAGRAMS & ELECTRICAL SCHEDULES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND

ORDINANCES.

2. THE CONTRACTOR SHALL PERFORM ALL TESTING AND INSPECTIONS AS SPECIFIED,

OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY

INSTALLATION.

3. THE CONTRACTOR SHALL PROTECT EXISTING BUILDING AND SITE MATERIALS

SCHEDULED TO REMAIN, AND SHALL BE RESPONSIBLE FOR DAMAGE TO THE SAME

RESULTING FROM WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL

RESTORE DAMAGED EXISTING BUILDING AND SITE MATERIALS TO THEIR ORIGINAL

CONDITION.

4. CONTRACTOR SHALL EXERCISE CAUTION TO AVOID ANY DAMAGE WHEN

PERFORMING EARTHWORK, PAVING, OR ANY CONSTRUCTION IN THE VICINITY OF

EXISTING UTILITIES, BUILDINGS, AND LANDSCAPING.

5. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

CONTRACTING OFFICER IMMEDIATELY OF ANY DISCREPANCIES.

6. ALL DIMENSIONS LOCATING BUILDING AND SITE IMPROVEMENTS ARE TO FACE OF

BUILDING, BACK OF CURB, OR EDGE OF WALK, AND RUN PARALLEL OR

PERPENDICULAR TO EXISTING ROADS.

7. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE SUPPLIED BY THE

SAME MANUFACTURER, AND SHALL BE NEW, OF THE BEST QUALITY AND DESIGN, AND

FREE FROM DEFECTS.

8. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

9. UTILITY LOCATIONS SHOWN ARE BASED ON A REVIEW OF GOVERNMENT-PROVIDED

DRAWINGS, WHICH SHALL BE VERIFIED BY THE CONTRACTOR.

GENERAL NOTES

INDEX LEGEND

LEGEND NOTES

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE

PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE

EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR

IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU

OF SYMBOLS SHOWN ON THIS SHEET.

DISCIPLINE DESIGNATOR (ARCH, STRUCT, MECH, ELEC, ETC.)

SHEET REFERENCE NUMBER

1. SHEET NUMBERS:

A -1 0 1

SHEET TYPE DESIGNATOR; FOR EXAMPLE 1 WOULD BE

FLOOR PLANS, 2 ELEVATIONS, 3 SECTIONS, ETC.

(SEE A/E/C CADD STANDARDS)

INDEX OF DRAWINGS

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G-002

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ABBREVIATIONS

A

AB ANCHOR BOLT

AC ALTERNATING CURRENT

A/C AIR CONDITIONING

ACI AMERICAN CONCRETE INSTITUTE

ACSR ALUMINUM CONDUCTOR STEEL

REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

A.D. AREA DRAIN ADMIN.

ADMINISTRATION/ADMINISTRATIVE

AECS AUTOMATED ENTRY CONTROL SYSTEM

A.F.F. ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

A.I. AREA INLET

AIC AMPS INTERRUPTING CAPACITY (SYM

RMS)

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

AL ALUMINUM

A.L. ACTIVE LEAF

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

AP ACCESS PANEL

APPD APPROVED

APROX. APPROXIMATE

ARCH ARCHITECTURAL OR ARCHITECT

A.R.I. AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

ASSIST. ASSISTANT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWC ACOUSTICAL WALL COVERING

AWG AMERICAN WIRE GAUGE

∠ ANGLE

B

BATT INSUL BATT INSULATION

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

B.M. BENCH MARK

B.O. BOTTOM OF

BOT BOTTOM

BR BULLET RESISTANT

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BT BENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

C C or CND CONDUIT (FOR RACEWAY- ELECTRICAL

SHEETS)

CAP CAPACITY

CATV CABLE TELEVISION

CC CENTER TO CENTER

CB CATCH BASIN (OR CIRCUIT BREAKER)

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CFT CERAMIC FLOOR TILE

C.F.C.I. CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

C.F.G.I. CONTRACTOR FURNISHED

GOVERNMENT INSTALLED

C.G. CORNER GUARD

CHIM CHIMNEY

C.I. CURB INLET

CI CAST IRON

CIR CIRCULAR

CJ CONTROL JOINT

CKD CHECKED

CKT CIRCUIT

CKTBKR or CB CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLK CLERK

CLKG CAULKING

CLO CLOSET

CLOS CLOSED

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

C (CONT.)

CNTR CONTER

CO CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMM COMMUNICATIONS

CONC. CONCRETE

CONF. CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR JT. CONSTRUCTION JOINT

CONT CONTINUOUS

COR CORNER

CORR CORRIDOR

COV COVERED

CPL CEMENT PLASTER

CPT CARPET

C.P.S. ~ CYCLES PER SECOND (HERTZ)

CRES CORROSIVE RESISTANT STEEL

CRG CARRIAGE

CRSE COURSE

CS COUNTER SINK

CST CAST STONE TILE

CSMT CASEMENT

CT CERAMIC TILE or CURRENT

TRANSFORMER

CTG CLEAR TEMPERED GLASS

CTIG CLEAR TEMPERED INSULATING GLASS

CTL CARPET TILE

CTR CENTER

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CW COLD WATER

CWT CERAMIC WALL TILE

CYL CYLINDER

D d PENNY (as in nail - 10d)

D DATUM

DA DOUBLE ACTING

DB DRY BULB

DBL DOUBLE

DC DIRECT CURRENT

D.C.J. DOWELED CONTROL JOINT

DCJT DUMMY CONTOL JOINT

DCL DOOR CLOSER

DEG DEGREE

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA or ø DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIR DIRECTOR

DISSEM DISSEMANATION

DISC DISCONNECT

DIST DISTRIBUTION

D & M DRESSED & MATCHED

DN DOWN

DP DAMPPROOFING

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E

E EAST

EA. EACH

EA EXHAUST AIR

EAT ENTERING AIR TEMPERATURE

EES EMERGENCY EYEWASH & SHOWER

EIFS EXTERIOR INSULATION & FINISH

SYSTEM

EJ EXPANSION JOINT

EL or ELEV. ELEVATION - GRADE OR BUILDING ELEC. ELECTTRIC or ELECTRICAL

ELEV ELEVATOR

EMD ESTIMATED MAXIMUM DEMAND

ENCL ENCLOSURE

ENT ENTRANCE

E.P. EXPLOSION PROOF

EQ. EQUAL

EQUIP. EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

E (CONT.)

EXIST. EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F

F FAHRENHEIT

FA FRESH AIR

FC FOOT CANDLE

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

F.D. FIRE DAMPER

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

F.E.S FLARED END SECTION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG. FIGURE

FIN. FINISH

FIX. FIXTURE

FL or FLR FLOOR FLASH FLASHING

FLEX FLEXIBLE

FLG FLOORING

FLUOR FLUORESCENT

FOS FACE OF STUD

F.O. FIBER OPTIC

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

F.S. FULL SIZE

FSF FABIC SILT FENCE

FT. FEET

FTG. FOOTING

FW FIRE WATER

FWC FABRIC WALL COVERING

G

G GAS

G GUTTER

GA GAGE or GAUGE

GAL GALLON

GALV GALVANIZED

G.C.O. GROUND CLEANOUT

GEN GENERAL

G.F.C.I. GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

G.F.G.I. GOVERNMENT FUNISHED

GOVERNMENT INSTALLED

GFE GOVERNMENT FURNISHED EQUIPMENT

G.F.I. or GFI GROUND FAULT INTERRRUPTOR

GFRP GLASS FIBER REINFORCED PLASTER

GI GALVANIZED IRON

GL GLASS

GND or GRND GROUND

GOVT. GOVERNMENT

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL CONDUIT

GRTG GRATING

GSU GRAZED STRUCTURAL UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HCD HALON CONTAINMENT DAMPER

HD HEAD

HDR HEADER

HDRL HANDRAIL

HDW HARDWARE

HM HOLLOW METAL

HP HORSE POWER

HPL HIGH PRESSURE LAMINATE FLOORING

HIP HIGH PRESSURE

H.PT. HIGH POINT

HR HOUR

H.S. HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HT HEIGHT

HTG HEATING

HTR HEATER

H.W. HEADWALL

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRAULIC

HZ HERTZ

I I or EF IRON

IC INTERCOM

I.D. INSIDE DIAMETER

IDS INTRUSION DETECTION SYSTEM

I.E. INVERT ELEVATION

IES ILLUMINATING ENGINEERING SOCIETY

IN INCH

INSUL. INSULATION

INT. INTERIOR

INV. INVERT or INVERTER

I.P. IRON PIPE

J JB or J-BOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K

K KEY

kcmil or KCM KILO CIRCULAR MIL

KCP KEENE'S CEMENT PLASTER

KIP KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kvar KILOVOLT AMPERES REACTIVE kW KILOWATT

L

L LUMEN

LAB LABORATORY

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUNDS

LD LOAD

LDG LOADING

LG LENGTH

LIN LINEAR

LIS LAWN IRRIGATION SYSTEM

LNTL LINTEL LONG LONGITUDINAL

LP LOW POINT

LPS LIGHT PROOF SHADE

LR LIVING ROOM

L.R. LONG RADIUS

LT LIGHT

LTG LIGHTING

LT. WT. LIGHT WEIGHT

LWT LEAVING WATER TEMPERATURE

M

M THOUSAND

MACH MACHINE

MAINT. MAINTENANCE

MAS MASONRY

MAT or MATL MATERIAL

MAX MAXIMUM

M & B MATCHED & BEADED

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MDF MEDIUM DENSITY FIBERBOARD

MECH MECHANICAL

MER MECHANICAL EQUIPMENT ROOM

MET. METAL

MFG MANUFACTURING

MFR MANUFACTURER

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MOT MOTOR

MS MOTOR STARTER

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

N

N NORTH

N.C. NORMALLY CLOSED

NCO NON COMMISSIONED OFFICER

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NU or NO. NUMBER

N.O. NORMALLY OPEN

N.R. NOT REQUIRED

O

O.A. OUTSIDE AIR

OBGL OBSCURE GLASS

OBSC OBSCURE

OB WG OBSCURE WIRE GLASS

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF. OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

O.R. OBSERVATION RISER

OS & Y OUTSIDE SCREW & YORK

P

P PAINT

PA PUBLIC ADDRESS

PART PARTICLE

PBS PUSH BUTTON STATION

P.C.C. PORTLAND CEMENT CONCRETE

P.C. PIONT OF CURVATURE

PC PIECE

PERF PERFORATED

P.E. POLYETHYLENE

PH or ø PHASE

PHAR PHARMACY

P.I. POINT OF INTERSECTION

P.I.V. POST INDICATIING VALVE

PL PLATE

PLAS PLASTER

PL PLASTIC LAMINATE

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLY. WD. PLYWOOD

PNL PANEL

POL POLISH PORC PORCELAIN

PP PAINTED PANEL

P.P.M. PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN REFINISHED

PROC PROCESSING

PROJ PROJECT

PRV PRESSURE REGULATING VALVE

P.S. PRESSED STEEL

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.T. POINT OF TANGENCY

PT POINT or POTENTIAL (VOLTAGE)

TRANSFORMER

PTD PAINTED

PTN PARTITON

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

Q

QT QUART

Q.T. QUARRY TILE

QTRS QUARTERS

1/4 RD QUARTER ROUND

R R or RSR RISER

R.A. RETURN AIR

RAD or R RADIUS

RAG RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RESILIENT BASE

RC REMOTE CONTROL

R.C.P. REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROUND

R.D. ROOF DRAIN

RDGE RIDGE

RECP RECEPTACLE

RECR RECREATION

RECT. RECTIFIER

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVABLE

REPRO REPRODUCTION

REQD REQUIRED

RESIL. RESILIENT

REV REVISIONS

RFG ROOFING

RFS RAISED FLOOR SYSTEM

RGE RANGE

RGH ROUGH

RH RELATIVE HUMIDITY

RM ROOM

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RT RUBBER TILE

RUB RUBBER

S

S SOUTH

S.A. SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SPECIAL COATING

SCH SCHEDULE

SCIF SENSITIVE COMPARTMENTED

INFORMATION FACILITY

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

S.D. SUBDRAIN

SDI STEEL DECK INSTITUTE

SJI STEEL JOIST INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

S.F. SQUARE FOOTAGE

SFU STRUCTURAL FACING UNIT

SHLD. SHOULDER

SHT. SHEET

SHTG SHEATHING

SIM SIMILAR

SK SINK

SOV SHUT OFF VALVE

SP STATIC PRESSURE

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SQUAD SQUADRON

SS SOLID SURFACE

SSMR STANDING SEAM METAL ROOFING

S. STL. STAINLESS STEEL

ST STAIN

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STGR STRINGER

STL STEEL

STN STONE

STOR STORAGE

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUB FLOOR

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCHBOARD

SYM SYMMETRICAL

T

T TREAD

TAN. TANGENT

TBD TACK BOARD

TC TOP OF CURB

TCA TILE COUNCIL OF AMERICA

T.E. TOP ELEVATION

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

T.O. TOP OF

TOS TOP OF STEEL

TOIL TOILET

TOPO TOPOGRAPHY

TRANS TRANSVERSE

T'STAT THERMOSTAT

TT TERRAZZO TILE

TV TELEVISION

TYP TYPICAL

U

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTIBLE POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V

V VOLT

VB VINYL BASE

VCP VITRIFIED CLAY PIPE

V.C.T. VINYL COMPOSITION TILE

VD VAULT DOOR

VENT VENTILATION

VENT VENTILATOR

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

V.P.C. VERTICAL POINT OF CURVATURE

V.P.I. VERTICAL POINT OF INTERSECTION

V.P.T. VERTICAL POINT OF TANGENCY

V.R. VAPOR RETARDER

VS VENT STACK

VT VINYL-TILE OR VOLTAGE

TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL-WALL COVERING

W

W WEST

W WIRE

W/ WITH

WB WET BULB

WC WATER CLOSET

WC WALLCOVERING

WCO WALL CLEANOUT

WD WOOD

W.D. WASTE DRAIN

WD. BLK. WOOD BLOCKING

WD. DR. WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHM WATTHOUR METER

WHT WHITE

W.I. WROUGHT IRON

WKSH WORK SHOP

WNSCT WAINSCOT

W/O WITHOUT

WP WALL PANEL

WP WEATHER PROOF

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

X

XFMR TRANSFORMER

Y

YD YARD

Y.D. YARD DRAIN

S O

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A T

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N

O

F I L

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N

A M

E

D W

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B

Y

C K

D

B

Y

D E

S I G

N E

D

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D E

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IDENTIFICATION

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U B

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UG

UG

P

UG

P

UGP

UGP

UGP

UGP

CO

M M

CO

M

M

COM

M

CO

M

M

COMM

COMM

COM

M

UG

P

UG

P

UG

P

UGP

UG

P

UG

P

UGP

CONTROL POINT #75

5/8" REBAR

N:17602448.48 E:1078975.37

ELEV.:1626.60

(NAVD88)

CONTROL POINT #76

5/8" REBAR

N:17602218.46 E:1079293.72

ELEV.:1625.17

(NAVD88)

CONTROL POINT #77

5/8" REBAR

N:17602269.68 E:1078895.76

ELEV.:1627.18

(NAVD88)

POWER MH

RIM=1624.92

MANHOLE #10707

RIM=1623.08

MARKED "CONTROL"

PADLOCKED SHUT

CANNOT OPEN

15" RCP W/ FLARED

END SECTION

FL=1620.84

OVERHEAD METAL CABLE

BRICK BUILDING

S

D x

UTILITY NOTES

1. THIS DRAWING INCLUDES OBSERVED EVIDENCE OF

SERVICES AND UTILITIES EVIDENT AT THE TIME OF

SURVEY ONLY. NO RESPONSIBILITY OR LIABILITY IS

ASSUMED BY THE SURVEYOR FOR THE FAILURE TO SHOW

ANY BURIED SERVICE AND/OR UTILITY LINES EVEN

THOUGH THEY MAY EXIST. CONTRACTOR SHALL SUBMIT

AF FORM 103 (WORK PERMIT), PRIOR TO CONSTRUCTION.

NOTES

HORIZONTAL CONTROL IS BASED ON UTM 14 COORDINATE

SYSTEM SCALED BY THE COMBINED SCALE FACTOR

0.99988757 (GROUND TO GRID) AS PROVIDED BY NGS DATA

SHEET FOR MONUMENT DH9585.

VERTICAL CONTROL IS REFERENCED TO NAVD88. NGS

MONUMENT DH9585 WAS USED AS A BENCHMARK AND THEN

CHECKED TO THE MINOT AIR FORCE BASE BENCHMARK CP

102.

SCALE: 1" = 30'-0" 15' 30'0 60'

TOPOGRAPHIC SURVEY

N

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

SHEET 4 OF

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

POWER POLE AND GUY

LIGHT POLE

FLOW LINE

FLARED END SECTION

GUARD POST

CONTROL POINT

BUILDING

LEGEND

TELEPHONE RISER

POWER PULL BOX

UNIDENTIFIED PULL BOX

FIBER OPTICS PULL BOX

LARGE GALVANIZED POLE

POWER MANHOLE

A/C

OVERHEAD POWER

STORM SEWERSD

MANHOLE

UNDERGROUND POWER

COMMUNICATION LINE

T O

P O

G R

A P

H

R

V E

Y

V-101

S D

O

L D

L

K H

A

S

G T

V

D

W G

C J

OLD MERIDIAN CABLE

UG

P

UG

P

UGP

UGP

UGP

UGP

CO

M

M

CO

M

M

COM

M

CO

M

M

COMM

COMM

COM

M

UG

P

UG

P

UG

P

UGP

UG

P

UG

P

UGP

POWER MH

RIM=1624.92

OVERHEAD METAL CABLE

BRICK BUILDING

TOPSOIL STOCK

PILE AREA

ROCK

ACCESS

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

SCALE: 1" = 30'-0" 15' 30'0 60'

GRADING PLAN

N

1 0

EXISTING CONTOUR

PROPOSED CONTOUR

LIMITS OF CONSTRUCTION

LEGEND

SEEDING SEE SPECIFICATION 32 92 19

CONTRACTOR STAGING AREA

GRADING KEYNOTES:

G1. CONSTRUCT ROCK ACCESS ROAD. SEE DETAIL SHEET C-105.

G2. GRADE AND SHAPE AREA TO DRAIN TO CULVERT.

MATCH EXISTINGME

SPOT ELEVATION (TOP OF SLAB)1015.69

HIGH POINTHP

ME

ME

ME

ME

HP

HP

RIDGE LINE

EROSION CONTROL KEYNOTES:

E1. CONSTRUCT CITY OF MINOT STANDARD DITCH CHECK.

SEE DETAIL SHEET C-105.

E2. INSTALL EROSION CONTROL BLANKET IN SWALE.

G R

A D

I N

G

P

L A

N

C-101

C J L

C J L

K H

A

S

G T

C

D

W G

V H

SHEET 5 OF 14

UG

P

UG

P

UGP

UGP

UGP

UGP

CO

M

M

CO

M

M

COM

M

CO

M

M

COMM

COMM

COM

M

UG

P

UG

P

UG

P

UGP

UG

P

UG

P

UGP

POWER MH

RIM=1624.92

OVERHEAD METAL CABLE

BRICK BUILDING

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

SCALE: 1" = 30'-0" 15' 30'0 60'

PAVING PLAN

N

LIMITS OF CONSTRUCTION

LEGEND

CONTRACTOR STAGING AREA

PAVING KEYNOTES:

P1 CONSTRUCT 4" WIDE WHITE PARKING STRIPE.

TYPICAL STALL 12' WIDE 22' LONG.

P2 SAWCUT NEAT VERTICAL EDGE.

P3 CONSTRUCT THICKENED EDGE JOINT, SEE DETAIL

SHEET C-105.

P4 CONSTRUCT BOLLARD, SEE DETAIL SHEET C-105.

LOCATE IN FRONT OF BLOCK HEATER PEDESTAL.

P5 CONSTRUCT 4" WIDE WHITE PARKING STRIPE.

TYPICAL STALL 16' WIDE 75' LONG.

6" THICK PCC PAVING - SEE DETAIL SHEET C-105

6" THICK ACC PAVING - SEE DETAIL SHEET C-105

P1

STORM SEWER KEYNOTES:

D1. CONSTRUCT 12" FLARED END SECTION.

I.E. 12" = 1624.33

D2. CONSTRUCT 77.5 LF OF 12" RCP STORM

SEWER PIPE @ 2.00% WITH PIPE BEDDING.

D3. CONSTRUCT FLARED END SECTION

I.E. 12" = 1622.75

D4. CONSTRUCT FLARED END SECTION

I.E. 15" = 1624.49

D5. CONSTRUCT 70 LF OF 15" RCP STORM

SEWER PIPE @ 0.84% WITH PIPE BEDDING.

D6. CONSTRUCT FLARED END SECTION

I.E. 15" = 1623.91

D1

D3 D4

D5

D6

P2

P2

R

.0 0'

R 10.00'

.0

0'

R50.00'

12.00' TYP.

.0

0' R

.0

0'

R

.0 0'

.0

0'

R 50.00'

R

.0 0'

P3

P4

P A

V I N

G

P

L

C-102

J L

C J L

K H

A

S

G T

C

D

W G

V H

O

D2

P5

(BASE BID IS ACC, BID OPTION NO. 2 IS CONCRETE)

UNDER DRAIN KEYNOTES:

U1. CONSTRUCT 4" UNDER DRAIN. SEE DETAIL

SHEET C-105.

I.E. 4" = 1624.75

U2. CONSTRUCT 4" UNDER DRAIN. SEE DETAIL

SHEET C-105.

I.E. 4" = 1624.00

U3. TAP 4" UNDER DRAIN INTO 12" R.C.P. SEE

DETAIL SHEET C-105.

I.E. 4" = 1624.28 I.E. 12" = 1624.03

U4. TAP 4" UNDER DRAIN INTO 12" R.C.P. SEE

DETAIL SHEET C-105.

I.E. 4" = 1623.50 I.E. 12" = 1623.25

U5. CONSTRUCT 4" UNDER DRAIN. SEE DETAIL

SHEET C-105.

I.E. 4" = 1624.66

U6. CONSTRUCT 4" UNDER DRAIN. SEE DETAIL

SHEET C-105.

I.E. 4" = 1624.15

U7. CONSTRUCT UNDER DRAIN INSPECTION

HOLE. SEE DETAIL SHEET C-105.

I.E. 4" = 1623.89

U8. CONSTRUCT UNDER DRAIN INSPECTION

HOLE. SEE DETAIL SHEET C-105.

I.E. 4" = 1623.75

U9. DAYLIGHT 4" UNDER DRAIN INTO SWALE.

I.E. 4" = 1623.62

U1

U3

U5

U7

U8

U6

U4

U2

U9

SHEET 6 OF 14

COORDINATE POINT TABLE

POINT #

NORTHING

17602364.23

17602363.06

17602323.51

17602370.52

17602333.63

17602226.38

17602245.27

17602249.80

17602241.87

17602242.42

17602184.83

17602183.64

17602202.39

17602261.28

17602262.48

17602302.45

17602262.75

17602326.60

17602354.48

17602314.78

17602364.48

17602357.40

17602349.12

17602398.83

17602351.82

17602384.85

17602431.85

17602412.57

17602427.88

17602429.06

17602367.28

17602291.13

17602262.41

17602206.71

17602311.51

17602304.06

EASTING

1078950.10

1078951.72

1078982.30

1078999.36

1079101.13

1079397.04

1079403.89

1079419.37

1079413.29

1079429.03

1079445.87

1079447.48

1079399.06

1079505.61

1079504.01

1079473.97

1079443.58

1079360.18

1079323.75

1079293.36

1079287.95

1079222.87

1079146.75

1079141.34

1079124.30

1079033.20

1079050.23

1079004.10

1078998.83

1078997.21

1079185.56

1079170.72

1079479.11

1079437.63

1079348.63

1079292.55

COORDINATE POINT TABLE

POINT #

NORTHING

17602381.09

17602348.94

17602351.24

17602258.25

17602221.29

17602195.35

17602255.02

17602311.22

17602368.69

EASTING

1079031.83

1079182.01

1079321.31

1079442.88

1079422.81

1079424.38

1079329.76

1079174.69

1079016.14

UG

P

UG

P

UG

P

UGP

UGP

UGP

UGP

CO

M

M

CO

M

M

COM

M

CO

M

M

COMM

COMM

COM

M

UG

P

UG

P

UG

P

UGP

UG

P

UG

P

UGP

POWER MH

RIM=1624.92

MANHOLE #10707

RIM=1623.08

OVERHEAD METAL CABLE

BRICK BUILDING

S

D

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

SCALE: 1" = 30'-0" 15' 30'0 60'

COORDINATE PLAN

N

LIMITS OF CONSTRUCTION

LEGEND

CONTRACTOR STAGING AREA

6" THICK PCC PAVING - SEE DETAIL SHEET C-105

6" THICK ACC PAVING - SEE DETAIL SHEET C-105

C O

O R

D I N

A T

E

P

L A

N

C-103

C J L

C J L

K H

A

S

G T

C

D

W G

V H

SHEET 7 OF 14

OVERHEAD METAL CABLE

UGP

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

SCALE: 1" = 30'-0" 15' 30'0 60'

JOINTING PLAN - BID OPTION NO. 2

N

CONSTRUCTION JOINT

LEGEND

CONTRACTION JOINT

SCALE: 1" = 30'-0" 15' 30'0 60'

JOINTING PLAN - BASE BID

N

9 @ 12.5'

.0

0'

2'

EXPANSION JOINT

J O

I N

T I N

G

P

L A

N

C-104

C J L

C J L

K H

A

S

G T

C

D

W G

V H

O

5@

.5

4@12.5'

3@10.5'

30 @ 12.5'

2.

5'

.2 1'

9.81' 2 @ 11.0'

2.

5'

2.

7'

3 @ 12.7'

10.99'

SHEET 8 OF 14

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

I S

S U

E

D

A T

E

D A

T E

M A

R K

D E

S C

R I P

T I O

N

C O

N T

R A

SHEET

IDENTIFICATION

D A

T E

A P

P R

M I N

R

S

E

N O

R T

H

D

A K

O T

A

XX1

M

A R

M

A N

S I

D

X

C O

N S

T R

U C

T

S

D

B

M I T

T A

L

M

B

M I T

T A

L

S

U B

M I T

T A

L

12" AUGURED (MIN.)

CONCRETE

PROVIDE BOND

BREAKER @ POST (TYP.)

6" GALVANIZED PIPE

FILL WITH CONCRETE

PAINT YELLOW

TYPICAL BOLLARD

NO SCALE

ACC PAVEMENT DETAIL

PCC PAVEMENT DETAIL

DRAINAGE COURSE

NDDOT CLASS 5, 100%

MAXIMUM DENSITY

GEOTEXTILE

6" PCC PAVEMENT

DRAINAGE COURSE

NDDOT CLASS 5, 100%

MAXIMUM DENSITY

GEOTEXTILE

2" ACC PAVEMENT

SURFACE COURSE

4" ACC PAVEMENT

BASE COURSE

12"

12"

SAWCUT AND SEAL (INCIDENTAL)

PCC/ACC THICKENED EDGE DETAIL

ACC PAVEMENT

COURSE

PCC PAVEMENT

DRAINAGE COURSE

GEOTEXTILE

NO SCALE

NO SCALE

NO SCALE

STEEL FENCE POST (T-POST)

MINIMUM 5' LONG

4' MAXIMUM SPACING

F

L

O

W

INSTALL SILT FENCE

AS SHOWN BELOW

DITCH CHECK MACHINE SLICED SILT FENCE

NO SCALE

POST NOTCHES TO FACE

AWAY FROM FABRIC

20" MIN. POST EMBEDMENT

24" FOR SLOPES 3:1 OR GREATER

MACHINE SLICE 8"-12" DEPTH

(PLUS 6" FLAP) TRENCH MUST BE

COMPACTED BY LIGHT EQUIPMENT

PRIOR TO PLACEMENT OF STEEL POSTS

MONOFILAMENT GEOTEXTILE FABRIC

ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES

(50 LB TENSILE) PER POST IN TOP 8" OF FABRIC

C I V

D

T

A I L

S

C-105

C J L

C J L

K H

A

S

G T

C

D

W G

V H

O

O.D.±2'(MIN.)

D

M

I N

D

BEDDING

MATERIAL

R.C.P. STORM SEWER BEDDING DETAIL

NO SCALE

12"

2'-4"

4" MIN

12" TYP.

UNDERDRAIN DETAIL

NO SCALE

MINIMUM 24" OVERLAP (TYPICAL)

FILTER FABRIC

OPEN GRADED

DRAINAGE MATERIAL

4" PERFORATED PVC PIPE

8" DRAINAGE COURSE

UNDERDRAIN INSPECTION HOLE DETAIL

NO SCALE

15" RCP

GROUT

UNDISTURBED EARTH,

COMPACTED BACKFILL

MANHOLE FRAME & SOLID

COVER NEENAH R-3478

OR APPROVED EQUAL

BOND BREAKER

PVC UNDERDRAIN PIPE

CONCRETE BASE

INVERT ELEVATION PER PLAN SHEET

12"

MIN.

5" MIN.

2"

M

I N

WALL OF RCP PIPE

FERNCO DUCTILE IRON X HDPE/PVC

RUBBER COUPLING

4' UNDERDRAIN PIPE

CONCRETE SEAL

LINK- SEAL

MODULAR SEAL

4" DUCTILE IRON PIPE

HOLE TO BE CUT WITH

CONCRETE CORING

MACHINE

CONSTRUCT UNDERDRAIN PIPE TAP

NO SCALE

50' MIN.

M

I N

50' MIN.

M

I N

EXISTING

GROUND

EXISTING

PAVEMENT

EXISTING

PAVEMENT

EXISTING

GROUND

FILTER FABRIC

WASHED ROCK

OR WOOD CHIPS

ROCK ACCESS ROAD DDETAIL

NO SCALE

BITUMINOUS TACK

SUBRADE, 98%

MAXIMUM DENSITY

SUBRADE, 98%

MAXIMUM DENSITY

SHEET 9 OF 14