A3-19-026-Pavilion Type B Submittal Drawings.pdf

PDF 9 MB Posted Aug 6, 2020

Attached to: Upgrade/Maintain Recreational Area Federal contract opportunity
Solicitation number: W50S7L-20-Q-0002
Issued by: Department of the Army National Guard

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B8-W50S7L-20-Q-0002 0001.pdf	PDF	Aug 25, 2020
Questions and Answers.pdf	PDF	Aug 25, 2020
B7-Site visit attendence sheet.pdf	PDF	Aug 25, 2020
B8-W50S7L-20-Q-0002.pdf	PDF	Aug 6, 2020
A2-00 00 00 SPECIFICATIONS-COMBINED.pdf	PDF	Aug 6, 2020

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CONSTRUCTION DRAWINGS

FOR

MANG JKSE 192403 UPGRADE/MAINTAIN

RECREATIONAL PAVILION

GREAT FALLS, MONTANA

MARCH, 2020

VICINITY MAP

PROJECT LOCATIONPROJECT LOCATION

SITE MAP

SHEET INDEX

CONTACT INFO PROPERTY OWNER

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SHEET NUMBER

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DESCRIPTION

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TOTAL 20 SHEETS

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COVER SHEET

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CIVIL NOTES, LEGEND AND ABBREVIATIONS

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PLANTING PLAN

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LANDSCAPE NOTES & SCHEDULE

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EXISTING SITE CONDITIONS AND SURVEY DATA

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LANDSCAPE DETAILS

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LANDSCAPE DETAILS

AutoCAD SHX Text JANA COOPER, PLA LANDSCAPE ARCHITECTURE AND PLANNING MANAGER TD&H ENGINEERING 1800 RIVER DRIVE SOUTH GREAT FALLS, MT 59401 406-761-3010

AutoCAD SHX Text MONTANA AIR NATIONAL GUARD 120TH AIRLIFT WING GREAT FALLS AIR NATIONAL GUARD BASE GREAT FALLS, MT

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CIVIL DETAILS

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IRRIGATION NOTES & SCHEDULE

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FABRIC SHADE STRUCTURE DETAILS

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IRRIGATION PLAN

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PAVILION & SHADE STRUCTURE DETAILS

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ELECTRICAL COVER SHEET

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ELECTRICAL ONE-LINE & SCHEDULES

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ELECTRICAL DETAILS

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ABBREVIATIONS

GENERAL NOTES

WATER NOTES

SCALING NOTE

UTILITY LOCATION

PAVING NOTES

LEGEND

EXISTING DESCRIPTIONNEW

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CONSTRUCTION

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CONC.

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CONCRETE

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CLEANOUT

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APPROXIMATE

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MIN.

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MINIMUM

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MISC.

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MAX.

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MANHOLE

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NUMBER

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PVC

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POLYVINYL CHLORIDE

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SIM

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SPECIFICATIONS

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SPECS

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WITH

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SCH

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ON CENTER

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POUNDS PER SQUARE INCH

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OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

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MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS

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AMERICAN WATER WORKS ASSOCIATION

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BOTTOM OF WALL

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1. NOTIFY ALL UTILITY COMPANIES IN WRITING AND SECURE THE EXACT LOCATION OF ALL EXISTING UTILITIES NOTIFY ALL UTILITY COMPANIES IN WRITING AND SECURE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE BEGINNING EXCAVATION. TELEPHONE CABLES IN THE PROJECT AREA ARE NOT SHOWN. 2. EXCAVATE ALL UTILITY CROSSINGS PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING EXCAVATE ALL UTILITY CROSSINGS PRIOR TO BEGINNING TRENCH EXCAVATION TO ENSURE CROSSING CLEARANCE. 3. ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, LATEST ALL CONSTRUCTION WILL CONFORM TO MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, LATEST EDITION. 4. PERMITTING AND FEES SHALL BE PAID BY CONTRACTOR. PERMITTING AND FEES SHALL BE PAID BY CONTRACTOR. 5. WHERE CURB, GUTTER OR SIDEWALK MUST BE REMOVED & REPLACED, DEMO SHALL EXTEND TO THE WHERE CURB, GUTTER OR SIDEWALK MUST BE REMOVED & REPLACED, DEMO SHALL EXTEND TO THE NEAREST CONTROL JOINT BEYOND LIMITS IDENTIFIED ON THE PLANS. ADDITIONAL REMOVE AND REPLACE QUANTITIES BEYOND PLAN LIMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. NO ADDITIONAL PAYMENT SHALL BE MADE TO ACCOUNT FOR THESE QUANTITIES. 6. ELECTRONIC DESIGN FILES IN CIVIL 3D VERSION 2018 AVAILABLE FOR CONSTRUCTION STAKING UPON ELECTRONIC DESIGN FILES IN CIVIL 3D VERSION 2018 AVAILABLE FOR CONSTRUCTION STAKING UPON REQUEST AND EXECUTION OF TDH "ELECTRONIC MEDIA WAIVER OF RESPONSIBILITY" FORM. ANY OTHER FORMAT OR SOFTWARE WILL REQUIRE PAYMENT FOR CONVERSION. 7. ALL SOIL STOCKPILES MUST BE CONTAINED WITH SILT FENCE. ALL SOIL STOCKPILES MUST BE CONTAINED WITH SILT FENCE. 8. EXISTING UTILITIES SHOWN ARE BASED ON ONE CALL UTILITY LOCATES AND AVAILABLE AS-BUILT DRAWING EXISTING UTILITIES SHOWN ARE BASED ON ONE CALL UTILITY LOCATES AND AVAILABLE AS-BUILT DRAWING INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXCAVATING EXISTING UTILITIES AND CONFIRMING CONNECTION REQUIREMENTS PRIOR TO ORDERING NEW FITTINGS. 9. ALL EXCAVATION SHALL BE TYPE 2 EXCAVATION PER OSHA AND ALL TRENCHES SHALL HAVE TYPE 'A' ALL EXCAVATION SHALL BE TYPE 2 EXCAVATION PER OSHA AND ALL TRENCHES SHALL HAVE TYPE 'A' BACKFILL UNLESS OTHERWISE NOTED. 10. DISPOSE OF EXCESS EXCAVATED SOIL OR DEBRIS OFF SITE. DISPOSE OF EXCESS EXCAVATED SOIL OR DEBRIS OFF SITE. 11. COORDINATE ALL TRAFFIC CONTROL, SITE ACCESS ISSUES, AND PERMITTING WITH PROJECT ENGINEER OR COORDINATE ALL TRAFFIC CONTROL, SITE ACCESS ISSUES, AND PERMITTING WITH PROJECT ENGINEER OR DESIGNATED OWNER'S REPRESENTATIVE. 12. ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY ALL STREET & TRAFFIC SIGNS THAT INTERFERE WITH CONSTRUCTION SHALL BE REMOVED & RESET BY CONTRACTOR. 13. CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONTRACTOR SHALL REMOVE ANY OBSTACLE (FENCES, CONCRETE SLABS, ETC.) THAT INTERFERES WITH CONSTRUCTION UPON APPROVAL OF PROJECT ENGINEER. 14. CONSTRUCTION MATERIALS TESTING MUST BE PERFORMED BY AN AASHTO ACCREDITED TESTING CONSTRUCTION MATERIALS TESTING MUST BE PERFORMED BY AN AASHTO ACCREDITED TESTING LABORATORY. 15. ADJUST ALL MANHOLE COVERS, VALVE BOXES, CURB BOXES, INLET GRATES, CLEANOUTS, ETC., TO FINISH ADJUST ALL MANHOLE COVERS, VALVE BOXES, CURB BOXES, INLET GRATES, CLEANOUTS, ETC., TO FINISH GRADE. 16. ANY EXISTING UTILITIES, OR SITE FEATURES THAT ARE NOT SPECIFICALLY CALLED FOR DEMOLITION, BUT ANY EXISTING UTILITIES, OR SITE FEATURES THAT ARE NOT SPECIFICALLY CALLED FOR DEMOLITION, BUT THAT ARE REQUIRED TO BE REMOVED OR RELOCATED TO FACILITATE NEW CONSTRUCTION, ARE THE RESPONSIBILITY OF THE CONTRACTOR. 17. QUANTITIES PROVIDED IN THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL QUANTITIES PROVIDED IN THE PLANS ARE FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO BIDDING.

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1. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE. ALL WATER LINES TO MAINTAIN A MINIMUM OF 6.5' OF COVER TO TOP OF PIPE. 2. ALL PIPING GREATER THAN 2" TO MEET AWWA C-900 OR C-905 PRESSURE CLASS 305 (DR14) ALL PIPING GREATER THAN 2" TO MEET AWWA C-900 OR C-905 PRESSURE CLASS 305 (DR14) REQUIREMENTS. ALL PIPING 2" AND SMALLER SHALL BE TYPE "K" COPPER. 3. INSTALL MEGA LUG STYLE RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, INSTALL MEGA LUG STYLE RESTRAINTS OR CONCRETE THRUST BLOCKS AT ALL WATER LINE FITTINGS, AS DETAILED HEREIN AND AS DESCRIBED IN THE MPWSS. 4. NOTIFY THE 120CES DEPARTMENT A MINIMUM OF 1 WEEK PRIOR TO BEGINNING ANY WORK NOTIFY THE 120CES DEPARTMENT A MINIMUM OF 1 WEEK PRIOR TO BEGINNING ANY WORK ASSOCIATED WITH PUBLIC INFRASTRUCTURE, SERVICE, AND METER INSTALLATION OR WITHIN CITY RIGHT-OF-WAY. 5. MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION AT CROSSINGS BETWEEN OUTSIDE OF MAINTAIN A MINIMUM OF 18" VERTICAL SEPARATION AT CROSSINGS BETWEEN OUTSIDE OF SEWER/STORM DRAIN PIPE AND OUTSIDE OF WATER PIPE. 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN OUTSIDE OF SEWER/STORM DRAIN PIPE AND OUTSIDE OF WATER PIPE. 7. ALL JOINTS SHALL BE PUSH-ON UNLESS SPECIAL RESTRAINT IS REQUIRED AND IN THAT CASE A ALL JOINTS SHALL BE PUSH-ON UNLESS SPECIAL RESTRAINT IS REQUIRED AND IN THAT CASE A BOLTED RESTRAINT FITTING SHALL BE USED. MECHANICAL JOINT FITTINGS SHALL NOT BE USED IN LIEU OF PUSH ON JOINTS.

AutoCAD SHX Text DRAWING SHEETS PRINTED FROM ADOBE PDF ELECTRONIC FILES ARE USUALLY NOT TO SCALE. VERIFY PRINTED SHEET SCALES FROM THE BAR SCALES LOCATED ON THE PLAN SHEETS.

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"CALL BEFORE YOU DIG"

AutoCAD SHX Text THE LOCATIONS OF UNDERGROUND UTILITIES REPRESENTED ON THIS DRAWING HAVE BEEN DETERMINED FROM A FIELD SURVEY AND FROM RECORDS OBTAINED FROM THE VARIOUS UTILITY COMPANIES. THE NUMBER AND LOCATIONS OF ALL UNDERGROUND UTILITIES SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL MAKE HIS OWN INVESTIGATION TO OBTAIN THE EXACT INFORMATION NECESSARY TO PROTECT OR ACCESS ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL CALL THE FOLLOWING NUMBER FOR ASSISTANCE : 406-755-8344 OR 800-551-8344.

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1. NEW PARKING LOT STRIPING TO BE 4" YELLOW PAINT PER MPWSS, UNLESS OTHERWISE NOTED ON NEW PARKING LOT STRIPING TO BE 4" YELLOW PAINT PER MPWSS, UNLESS OTHERWISE NOTED ON PLANS. ALL STRIPING ASSOCIATED WITH HANDICAP PARKING SHALL BE 4" BLUE PAINT. 2. ALL CONCRETE AND ASPHALT PAVEMENT SHALL CONFORM TO MPWSS, LATEST EDITION. ALL CONCRETE AND ASPHALT PAVEMENT SHALL CONFORM TO MPWSS, LATEST EDITION. 3. ASPHALT PAVEMENT OVER 3" THICK SHALL BE PLACED IN 2 LIFTS. ASPHALT PAVEMENT OVER 3" THICK SHALL BE PLACED IN 2 LIFTS. 4. ASPHALT MIX IS TO BE PG 58-28 OIL AND TYPE "B" AGGREGATE.ASPHALT MIX IS TO BE PG 58-28 OIL AND TYPE "B" AGGREGATE.

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WATER WELL

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WATERLINE

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STORM DRAIN

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SANITARY SEWER

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TREE - DECIDUOUS

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TRAFFIC SIGN

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ELECTRIC - OVERHEAD

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EDGE OF GRAVEL

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FIRE HYDRANT

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CONTOUR

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CONCRETE

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CURB & GUTTER

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BUILDING

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BARRIER POST

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BORING

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SANITARY SEWER MANHOLE

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WATER VALVE

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TC 1000.00

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STORM DRAIN MANHOLE

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SPOT ELEVATION

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ASPHALT SURFACING

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GRAVEL SURFACING

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GAS

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GAS VALVE

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TELEPHONE - UNDERGROUND

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MONITOR WELL

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FIELD INLET

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BUILDING 30

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BUILDING 27

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HERC LOOP

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2ND STREET

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AVENUE D

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CP-4019

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CP-4017

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CP-3495 ±279' NORTH OFAVENUE D

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PRESERVE AND PROTECT EXISTING INLET AND CONCRETE APRON

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DEMO 780 SF ASPHALT PAVEMENT

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DEMO 8 LF CURB AND GUTTER

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PRESERVE AND PROTECT EXISTING POWER PEDESTAL

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PRESERVE AND PROTECT EXISTING STORM DRAIN INLETS

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PROTECT EXISTING MONITORING WELL

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DEMO 266 SF ASPHALT PAVEMENT.

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PROTECT EXISTING FIBER OPTIC LINE

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POINT

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NORTHING

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EASTING

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CP-3495

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CP-4017

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CONCRETE NAIL

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MAG NAIL

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MAG NAIL

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SAWCUT AND REPLACE 854 SF NEW ASPHALT. MATCH EXISTING SECTION SEE DETAIL

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SAWCUT AND REPLACE 152 SF NEW ASPHALT. MATCH EXISTING SECTION. SEE DETAIL

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880 SF NEW GRAVEL SURFACING SEE DETAIL

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SAWCUT AND REPLACE 79 SF NEW ASPHALT. MATCH EXISTING SECTION SEE DETAIL

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8 LF TRANSITION CURB SEE DETAIL

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HANDICAP RAMP SEE DETAIL

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25 LF NEW CURB AND GUTTER SEE DETAIL

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SAWCUT AND REPLACE 266 SF NEW ASPHALT. MATCH EXISTING SECTION SEE DETAIL

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67 LF NEW CURB AND GUTTER SEE DETAIL

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HANDICAP RAMP SEE DETAIL

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HANDICAP RAMP SIM DETAIL

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NEW 12 LF FENCE SEE LANDSCAPE PLANS

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VOLLEYBALL COURT SEE LANDSCAPE PLANS

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CONCRETE UTILITY PAD, SEE ELECTRICAL PLAN

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NEW PAVILION AND SHADE-CANOPY, SEE LANDSCAPE PLAN (TYP)

AutoCAD SHX Text IRRIGATION LINE, CONTROL WIRE AND CONDUIT. SEE LANDSCAPE PLAN. MAINTAIN MIN 2' SEPARATION BETWEEN POWER AND IRRIGATION

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NEW 36 LF FENCE SEE LANDSCAPE PLANS

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NEW ELECTRICAL SERVICE, PER ELECTRICAL PLANS

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NEW 24 LF FENCE SEE LANDSCAPE PLANS

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COMPACTED GRAVEL FITNESS AREAS, PER LANDSCAPE PLANS (TYP)

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LANDSCAPE EDGING, PER LANDSCAPE PLANS

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EXPANSION JOINTS

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2290 SF CONCRETE SLAB/PLAZA, SEE DETAIL

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3423 SF CONCRETE SIDEWALK (TYP) SEE DETAIL

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CAST EXISTING INLET GRATE INTO NEW CURB LINE

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POWER PEDESTAL FOR FOOD TRUCK PARKING, PER ELECTRICAL PLANS

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PROVIDE SLEEVES TO EACH PAVILION COLUMN. SEE ELECTRICAL PLAN

AutoCAD SHX Text BBQ ISLAND, PER LANDSCAPE PLANS, PROVIDE SLEEVES FOR ELECTRICAL PER ELECTRICAL PLANS

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SAWCUT AND REPLACE 59 SF NEW ASPHALT. MATCH EXISTING SECTION. SEE DETAIL

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9951PE

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JURAS

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JOHN P.

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S C A L E

V I S

I O

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

19026-C004

T E

M A

E C

R E

A T

I O

N A

A V

I L

I O

G R

E A

A L

L S

O N

T A

N A

19-026

3/19/20

.DWG

CJS

JCC

JPJ

E n g i n e e r i n g

R E

L S

O N

T A h e n g i n e e r i n g c o m

19026-C004

S I T

R A

D I N

T Y

M I T

T A

.DWG

C004

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MATCH EXISTING (TYP)

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MATCH EXISTING (TYP)

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MATCH EXISTING

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MATCH EXISTING (TYP)

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MATCH EXISTING (TYP)

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3' CURB TRANSITION

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MATCH EXISTING

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MATCH EXISTING (TYP)

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HANDICAP RAMP CURB TRANSITION (TYP OF 6)

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MATCH EXISTING

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PROTECT TREES, PER LANDSCAPE PLANS, (TYP)

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MATCH EXISTING (TYP)

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JURAS

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S C A L E

MIN.

EXISTING STREET SURFACE

VERTICAL TRENCH WALLS WITH

SHORING TO CONFORM TO

O.S.H.A. REGULATIONS

SEE O.S.H.A. CONSTRUCTION STANDARDS

FOR EXCAVATIONS, SEC. 1926, SUBPART P

TYPE 2 PIPE

BEDDING WHERE

REQUIRED FOR SOFT

OR UNSTABLE

FOUNDATION

TYPE 1 PIPE

BEDDING

BACKSLOPE AS SPECIFIED

TO CONFORM TO

O.S.H.A. REGULATIONS

TYPE 1 EXC.

TYPE 2 EXC.

SLOPING, BENCHING, AND/OR

SUPPORT SYSTEM IN THIS

AREA TO CONFORM TO

O.S.H.A. REGULATIONS

INSTALL DETECTABLE

WARNING TAPE 18" MAX.

DEPTH (OPTIONAL)

TRENCH WIDTH=O.D. OF PIPE

PLUS 2'

MIN. TRENCH WIDTH=3.5'

SUBGRADE OR

GROUND SURFACE

1PIPE TRENCH DETAIL

C005

CONCRETE SIDEWALK DETAIL 4

C005

CATCH TYPE

CURB AND GUTTER DETAIL 6

C005

OPTION NO.1

OPTION NO.2

TYPICAL ASPHALT SAWCUT SECTIONS 2

C005

ASPHALT HEADER DETAIL

C005

3HANDICAP RAMP DETAIL

CONCRETE SLAB/PLAZA DETAIL 8

C005

TYPICAL ASPHALT SECTION 9

C005

COMPACTED GRAVEL SECTION 10

C005

NOT USED 5

C005

R E

V I S

I O

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

19026-C005

T E

M A

E C

R E

A T

I O

N A

A V

I L

I O

G R

E A

A L

L S

O N

T A

N A

19-026

3/19/20

.DWG

CJS

JCC

JPJ

E n g i n e e r i n g

R E

L S

O N

T A h e n g i n e e r i n g c o m

19026-C005

C I V

A I L

T Y

M I T

T A

.DWG

C005

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TYPE "A" OR "B" TRENCH BACKFILL. FLOWABLE FILL WITHIN CITY PAVED STREET LIMITS

AutoCAD SHX Text SELECT BACKFILL MATERIAL PLACED IN 6" LAYERS & COMPACTED AS SPECIFIED IN MPWSS SECTION 02221

AutoCAD SHX Text NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT, THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 12" FROM EDGE OF EXISTING PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT. MATCH EXISTING BASE COURSE & ASPHALT SECTION.

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SLOPE MAX. 1.5%%% TO ST.

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SLOPE MAX. 1.5%%% TO ST.

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CURB

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WITH SUB BASE

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STREET PAVING

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BREAKER

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INTEGRAL

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PROVIDE CONTRACTION JOINTS FOR PLAZA AND SIDEWALK AS SHOWN ON LANDSCAPE PLANS.

AutoCAD SHX Text EXPANSION JOINTS SHALL BE PLACED AT APPROXIMATELY 100 FOOT INTERVALS AND AT JUNCTIONS WITH SIDEWALKS AND OTHER STRUCTURES.

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ROUND ALL SIDE EDGES AND JOINT EDGES WITH EDGING TOOL.

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USE PREFORMED EXPANSION JOINT FILLER MEETING ASTM D1751 FULL DEPTH OF SIDEWALK.

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COMPACTED 1 " MINUS 12" MINUS CRUSHED BASE COURSE 4" MIN. THICKNESS

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BOND

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BOND BREAKER SHALL BE 15 OR 30# ROOFING FELT INSTALLED FULL DEPTH OF SIDEWALK

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COMPACTED 1 " MINUS 12" MINUS CRUSHED BASE COURSE 4" MIN. THICKNESS

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CURB DROP

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3" RADIUS

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4" RADIUS

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5'-0", UNLESS NOTED OTHERWISE.

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%%UNOTES:

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EDGING TOOL.

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1. CONTRACTION JOINTS CUT AT 10 FOOT INTERVALS.

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2. EXPANSION JOINTS AT 50 FOOT INTERVALS.

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3. ROUND ALL SIDE EDGES AND JOINT EDGES WITH

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4. THE TRANSITION LENGTH BETWEEN A NORMAL CURB

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SECTION AND A DROP CURB SECTION SHALL BE

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8" OF 1 " MINUS 12" MINUS CRUSHED BASE COURSE

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EDGE OF EXISTING

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ASPHALT

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SAWCUT OR

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EQUAL

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EDGE OF EXISTING

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ASPHALT

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NEW ASPHALT SECTION

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SAWCUT EXISTING ASPHALT

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EXISTING ASPHALT SECTION

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EXISTING GRAVEL SECTION

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NEW GRAVEL SECTION

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EXISTING ASPHALT SECTION

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MILL EXISTING ASPHALT

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EXISTING GRAVEL SECTION

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NEW GRAVEL SECTION

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NEW ASPHALT SECTION

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NOTES: 1. SEE ASPHALT TYPICAL SECTION SHEET C005.

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GEOTEXTILE SEPARATION FABRIC (MIRAFI 500X, GEOTEX 200ST OR APPROVED EQUAL)

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COMPACTED SUBGRADE

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ASPHALT SURFACE COURSE

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EXPANSION JOINT

AutoCAD SHX Text SURFACE TEXTURE OF THE RAMP SHALL BE THAT OBTAINED BY A COARSE BROOMING, TRANSVERSE TO THE SLOPE OF THE RAMP.

AutoCAD SHX Text CARE SHALL BE TAKEN TO ASSURE A UNIFORM GRADE ON THE RAMP FREE OF SAGS AND SHORT GRADE CHANGES.

AutoCAD SHX Text IF POSSIBLE, DRAINAGE STRUCTURES SHOULD NOT BE PLACED IN LINE WITH THE RAMP EXCEPT WHERE EXISTING DRAINAGE STRUCTURES ARE BEING UTILIZED IN THE NEW CONSTRUCTION, LOCATION OF THE RAMP SHOULD TAKE PRECEDENCE OVER LOCATION OF DRAINAGE STRUCTURE.

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THE NORMAL GUTTER LINE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE RAMP.

AutoCAD SHX Text CROSSWALK AND STOP LINE MARKINGS, IF USED SHALL BE SO LOCATED AS TO STOP TRAFFIC SHORT OF RAMP CROSSING.

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NO SLOPE SHALL EXCEED 1"=1'-0"(12:1) ON THE RAMP OR SIDEWALK.

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CURB

AutoCAD SHX Text 8.33%

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MAX.

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LAYDOWN CURB

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MAX.

AutoCAD SHX Text 8.33%

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MAX.

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FLOWLINE

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CURB

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SIDEWALK

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TRUNCATED DOMES AT BACK OF CURB

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BACK OF CURB

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NO SCALE

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COMPACTED SUBGRADE

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FINISH GRADE

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6" CONCRETE SLAB W/#4 BARS #4 BARS @ 18" O.C.E.W. CENTERED IN CONCRETE

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6" OF CRUSHED BASE COURSE - 1 " MINUS12" MINUS

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GEOTEXTILE SEPARATION FABRIC (MIRAFI 500X, GEOTEX 200ST OR APPROVED EQUAL)

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3" ASPHALT SURFACING

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COMPACTED SUBGRADE

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12" OF 1 " MINUS 12" MINUS MINUS CRUSHED BASE COURSE

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GEOTEXTILE SEPARATION FABRIC (MIRAFI 500X, GEOTEX 200ST, OR EQUAL)

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NOTES:

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AutoCAD SHX Text PROVIDE TRANSVERSE CONTRACTION JOINTS CUT AT LENGTHS APPROXIMATELY EQUAL TO THE WIDTH OF THE SIDEWALK CUT AT LEAST 1" DEEP.

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GEOTEXTILE SEPARATION FABRIC (MIRAFI 500X, GEOTEX 200ST OR APPROVED EQUAL)

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COMPACTED SUBGRADE

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BASE COURSE GRAVEL

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SURFACING GRAVEL PER SPECIFICATIONS

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NO SCALE

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PROVIDE CONTRACTION JOINTS AND EXPANSION JOINTS PER LANDSCAPE PLANS

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AutoCAD SHX Text FINAL LAYOUT OF EXPANSION AND CONTRACTION JOINTS TO BE APPROVED BY OWNERS REP PRIOR TO POUR.

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9951PE

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JURAS

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JOHN P.

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NOTE: ALL ABBREVIATIONS SHOWN

ABBREVIATIONS

ARE NOT NECESSARILY USED.

1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE CIVIL DRAWINGS FOR EXACT

DIMENSIONS.

2. REFER TO THE CIVIL PLANS, ELEVATIONS, AND DIAGRAMS FOR ADDITIONAL INFORMATION ON

LOCATIONS OF DEVICES AND ROUTING OF FEEDERS.

3. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE CONNECTION OF THE NEW PANEL

WITH CONTRACTING OFFICER.

4. COORDINATE ALL EQUIPMENT LOCATIONS WITH THE CIVIL ENGINEER AND CONTRACTING

OFFICER PRIOR TO ROUGH-IN. COORDINATE THE WIRING DEVICE LOCATIONS WITH THE CIVIL

ELEVATIONS AND EQUIPMENT INSTALLATION DRAWINGS. COORDINATE THE LOCATION OF THE

LUMINAIRES WITH THE CIVIL PLANS.

5. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR, AT NO

ADDITIONAL COST TO THE OWNER.

6. ALL 120V BRANCH CIRCUITS SHALL BE 3-WIRE (PHASE,NEUTRAL,GROUND). PHASE, NEUTRAL, AND GROUND CONDUCTORS SHALL BE SIZE 12 AWG UNLESS OTHERWISE NOTED. BRANCH

CIRCUITS SHOWN AS A SINGLE HOMERUN SHALL NOT BE COMBINED WITH OTHER CIRCUITS. ALL

BRANCH CIRCUITS AND FEEDERS SHALL HAVE EQUIPMENT GROUNDING CONDUCTORS

INSTALLED IN THE RACEWAY.

7. THE CONTRACTOR SHALL MAINTAIN FIRE-RATINGS FOR ALL CONDUIT PENETRATIONS THROUGH

FIRE-RATED CONSTRUCTION.

8. ALL MOUNTING OF ELECTRICAL DEVICES (LUMINAIRES, TRANSFORMERS, PANELS, OUTLETS, CONDUIT RUNS, ETC.) SHALL COMPLY WITH STATE AND LOCAL SEISMIC REQUIREMENTS. ALL

LUMINAIRES SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING SUPPORT HANGERS IN

COMPLIANCE WITH IBC AND NEC REQUIREMENTS.

9. ADA COMPLIANCE: ELECTRICAL DEVICES PROJECTING FROM THE WALLS WITH THEIR LEADING

EDGES BETWEEN 27" AND 80" AFF SHALL PROTRUDE NO MORE THAN 4" INTO WALKWAYS OR

CORRIDORS.

10. GFCI DEVICES SHALL BE PROVIDED AS NOTED AND SHALL COMPLY WITH NEC AND LOCAL

REQUIREMENTS. NO FEED-THRU GFCI PROTECTION SHALL BE PERMITTED FOR DOWNSTREAM

DEVICES. GFCI DUPLEX RECEPTACLES SHALL BE UL 943 2006 "LOCK-OUT" ACTION OR

"NOTIFICATION" COMPLIANT.

11. SWITCHES CONTROLLING LIGHTING LOADS: WHERE SWITCHES CONTROL LIGHTING LOADS

SUPPLIED BY A GROUNDED GENERAL PURPOSE BRANCH CIRCUIT, THE GROUNDED CIRCUIT

CONDUCTOR (NEUTRAL WIRE) FOR THE CONTROLLED LIGHTING CIRCUIT SHALL BE PROVIDED AT

THE SWITCH LOCATION.

12. ELECTRICAL DEVICE IDENTIFICATION LABELS: PROVIDE ADHESIVE FILM LABEL, MACHINE

PRINTED, IN BLACK, BY THERMAL TRANSFER OR EQUIVALENT PROCESS WITH MINIMUM LETTER

HEIGHT OF 3/8" ON ALL ELECTRICAL DEVICES. LABEL SHALL IDENTIFY ORIGINATING PANEL AND

CIRCUIT NUMBER IN THE FOLLOWING FORMAT: PANEL-CKT. REFERENCE SPECIFICATIONS FOR

ADDITIONAL LABELING REQUIREMENTS. WHERE THE PROJECT SPECIFICATIONS INDICATE MORE

STRINGENT LABELING REQUIREMENTS, THOSE REQUIREMENTS SHALL TAKE PRECEDENCE.

13. SITE PLAN DOES NOT INDICATE ALL OF THE UG UTILITY LINES (POWER, TELEPHONE, CABLE, WATER, SEWER, ETC.) REFER TO THE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION. THE

CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UNDERGROUND

UTILITY OR SERVICE LINES WITH ALL TRADES PRIOR TO ANY SITE WORK.

GENERAL NOTES (FOR ALL ELECTRICAL SHEETS)

WALL MOUNTED TELEPHONE OUTLET, +48" AFF

WALL MOUNTED TELEPHONE OUTLET

WALL MOUNTED DATA OUTLET

WALL MOUNTED COMBINATION TELEPHONE/DATA

CONNECTION TO PRE-WIRED EQUIPMENT

COMMUNICATION SYSTEM

CONDUIT STUB-OUT - CAP & MARK

NO. OF ARROWS INDICATE NO. OF CIRCUITS

CIRCUIT HOMERUN TO PANEL OR CABINET,

CIRCUIT TURNED UP

CIRCUIT TURNED DOWN

CONDUIT RUN

CIRCUITING

PANELBOARD

OUTLET BOX

FUSED DISCONNECT SWITCH

SAFETY DISCONNECT SWITCH

THERMAL-MAGNETIC FIXED

ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,

ENCLOSED FUSED DISCONNECT SWITCH

= SHUNT TRIP

= GROUND FAULT CIRCUIT INTERRUPTER

CURRENT TRANSFORMER

OUTLET WITH SPECIAL DEVICE, AS NOTED

WALL MOUNTED OUTLET WITH SPECIAL DEVICE,

WALL MOUNTED JUNCTION BOX

JUNCTION BOX, AS NOTED

JUNCTION BOX

AS NOTED

= GROUND FAULT INTERRUPTER

= 6" ABOVE COUNTER

STRAIGHT BLADE SINGLE RECEPTACLE

STRAIGHT BLADE DUPLEX RECEPT. ON EMERGENCY CIRCUIT

STRAIGHT BLADE DUPLEX RECEPT. HALF-SWITCHED

STRAIGHT BLADE DUPLEX RECEPTACLE

STRAIGHT BLADE DOUBLE DUPLEX RECEPT. (FOURPLEX)

GFI

SUBSCRIPTS:

POWER

POWER TRANSFORMER

GFCI

= ADJUSTABLE INSTANTANEOUS TRIP

ARE NOT NECESSARILY USED.

NOTE: ALL SYMBOLS SHOWN ON LEGEND

CIRCUIT BREAKER, MOLDED-CASE, THERMAL-MAGNETIC FIXED

GROUND CONNECTION AS NOTED

ELECTRICAL LEGEND

FUSES

SUBSCRIPTS:

SCHEMATIC WIRING GRAPHICS

DISCONNECT SWITCH

METER

BOLLARD

SURFACE MOUNTED RECTALINEAR LUMINAIRE

STRIP LUMINAIRE

DIRECTIONAL ACCENT OR WALL-WASH LUMINAIRE

WALL MOUNTED LUMINAIRE

SURFACE MOUNTED NON-LINEAR LUMINAIRE

WALL MOUNTED LINEAR LUMINAIRE

PENDANT MOUNTED LINEAR LUMINAIRE

POLE LUMINAIRE

LANDSCAPE LUMINAIRE

LIGHTING

UPPER CASE LETTER AT LUMINAIRES (EX: F1) INDICATES

LUMINAIRE TYPE.

= ALL LUMINAIRES IN AREA ARE TYPE F1, UNO

SHADING WITHIN LUMINAIRE DENOTES SECTION ON

EMERGENCY POWER.

WALL-MOUNTED LINE VOLTAGE SWITCH

LINE VOLTAGE SWITCH SUBSCRIPTS:

LIGHTING CONTROLS:

INDICATES TWO SWITCHES, ONE FACEPLATE

= DIMMERD

= 3-WAY

= 4-WAY

LOWER CASE LETTER INDICATES ZONINGa

MCP - MOTOR CIRCUIT PROTECTION

XFMR

VFD

TTB

RVNR

NTS

NIC

MLO

- WEATHERPROOF

- LIMIT OR POSITION SWITCH

- EXPLOSION PROOF

- TRANSFORMER

- VARIABLE FREQUENCY DRIVE

- UNDERGROUND

- TELEPHONE TERMINAL BOARD

- SAFE OR STOP/RUN

- WIREGUARD

- REDUCED VOLTAGE, NON-REVERSING

- SHORT CIRCUIT

- POTENTIAL TRANSFORMER

- OVER CURRENT

- NOT TO SCALE

- OVERLOAD

- NORMALLY OPEN

- NOT IN CONTRACT

- NORMALLY CLOSED

- MAIN LUGS ONLY

- NIGHT LIGHT

- COPPERCU

MCC

MCA

EWC

ETM

MCB

LOR

MCCB

GRC

FWE

FLA

FVNR

FVR

HOA

ELR

GFI

- LEVEL SWITCH

- MOTOR CONTROL CENTER

- MOLDED CASE CIRCUIT BREAKER

- MINIMUM CIRCUIT AMPS

- MAIN CIRCUIT BREAKER

- LET THROUGH

- LOCAL-OFF-REMOTE

- LIGHTING CONTACTOR

- ISOLATED GROUND

- HAND-OFF-AUTOMATIC

- HORSEPOWER

- FULL VOLTAGE, NON-REVERSING

- FULL VOLTAGE, REVERSING

- FULL LOAD AMPS

- GALVANIZED RIGID CONDUIT

- GROUND FAULT INTERRUPTER

- FURNISHED WITH EQUIPMENT

- ELAPSED TIME METER

- EMERGENCY STOP

- ELECTRIC WATER COOLER

- END OF LINE RESISTOR

- EMERGENCY

AFG

AFF

CPT

AIC

BFG

AFC

- ALUMINUM

- CIRCUIT BREAKER

- CORROSION RESISTANT

- BELOW FINISHED GRADE

- CURRENT TRANSFORMER

- CONTROL POWER TRANSFORMER

- ABOVE COUNTER

- AMPS INTERRUPTING CURRENT

- ABOVE FINISHED CEILING

- ABOVE FINISHED FLOOR

- ABOVE FINISHED GRADE

- TRANSIENT VOLTAGE SURGE SUPPRESSORTVSS

SPD - SURGE PROTECTIVE DEVICE

- DOOR SWITCHDS

EF - ELECTRONIC LOW VOLTAGE FORWARD PHASE

ER - ELECTRONIC LOW VOLTAGE REVERSE PHASE

J J

F N

UNO - UNLESS NOTED OTHERWISE

ADA - AMERICANS WITH DISABILITIES ACT

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

En gi ne er in g

M A

N G

J K

O N

A L

N G

S, M O

N A

JKSE 192403

03/19/2020

REFERENCE SCALE IN INCHES

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

www.imegcorp.com

920 FRONT STREET, SUITE 104

HELENA, MT 59601-3328

406.545.6421 FAX: 406.256.1191

.DWG

3/19/2020

A L

C O

S H

B S

U B

E000

CEL

BUILDING 30 MAIN

ELECTRICAL ROOM

EXISTING MAIN SERVICE

DISTRIBUTION BOARD MDB

PANEL "LP"

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

En gi ne er in g

M A

N G

J K

O N

A L

N G

S, M O

N A

JKSE 192403

03/19/2020

REFERENCE SCALE IN INCHES

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

www.imegcorp.com

920 FRONT STREET, SUITE 104

HELENA, MT 59601-3328

406.545.6421 FAX: 406.256.1191

.DWG

3/19/2020

A L

S U

B M

E100

CEL

FLAG NOTES THIS SHEET:

1. PROVIDE BOLLARD MOUNTED RECEPTACLE FOR FOOD TRUCK . EACH

RECEPTACLE SHALL BE CONNECTED TO A DEDICATED CIRCUIT. SEE MOUNTING

DETAIL ON SHEET E400 FOR ADDITIONAL ELECTRICAL REQUIREMENTS AND

INFORMATION. FIELD COORDINATE EXACT LOCATION WITH CONTRACTING

OFFICER AND CIVIL ENGINEER PRIOR TO ROUGH IN.

2. PROVIDE ELECTRICAL WP PANELBOARD LP IN NEMA 3R ENCLOSURE MOUNTED

ON UNISTRUT SUPPORT. SEE DETAIL ON SHEET E400 AND PARTIAL ONE LINE

DIAGRAM ON SHEET E300 FOR ADDITIONAL ELECTRICAL REQUIREMENTS AND

INFORMATION.

3. PROVIDE POWER FEED FROM MAIN SERVICE MDP LOCATED IN BUILDING 30 MAIN

ELECTRICAL ROOM TO NEW PANELBOARD LP. SEE CIVIL PLAN FOR EXACT

ROUTING. SEE ONE LINE DIAGRAM ON SHEET E400 FOR ADDITIONAL

ELECTRICAL REQUIREMENT S AND INFORMATION.

4. PROVIDE POWER CONNECTION FROM NEW PANELBOARD "LP" TO DUPLEX

RECEPTACLES BEING PROVIDED FOR FOOD TRUCK. COORDINATE EXACT

ROUTING WITH CIVIL PLANS. SEE DETAIL ON SHEET E400 AND PANELBOARD

SCHEDULE ON E300 FOR ADDITIONAL ELECTRICAL REQUIREMENTS AND

INFORMATION.

5. SEE ENLARGED POWER AND LIGHTING PLANS ON SHEET E200 FOR ELECTRICAL

REQUIREMENTS IN THIS AREA.

GENERAL NOTES:

A. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE PROVIDED IN NEMA 3R

ENCLOSURES.

B. COORDINATE EXACT LOCATIONS OF ALL EQUIPMENT AND RECEPTACLES AT BBQ

ENCLOSURE WITH CIVIL ENGINEER AND CONTRACTING OFFICER PRIOR TO

START OF WORK. REWORK CAUSED BY FAILURE TO COORDINATE WILL BE AT

THE ELECTRICAL CONTRACTORS EXPENSE.

C. ALL TRENCHING AND BACKFILL FOR ELECTRICAL WORK SHALL BE PROVIDED BY

THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE.

SCALE:

NORTH

ELECTRICAL SITE PLAN

1" - 10'-0"1

FLAG NOTES THIS SHEET:

1. REMOVE EXISTING 350A/3P BREAKER AND PROVIDE NEW

100A3P CIRCUIT BREAKER IN EXISTING SPACE. MATCH

EXISTING MANUFACTURER AND AIC RATING.

PAD-MOUNT

TRANSFORMER

UTILITY

METER &

CT'S

3000A, 277/480V, 3PHASE, 4W

NORTHWEST ENERGY

EXISTING "MDP"

M 1000A 3P

800A 3P

600A 3P

70A 3P

225A 3P

400A 3P

100A 3P

150A 3P

200A 3P

20A 3P

225A 3P

A C I G EH

R M

O M

4#2+#8GND

IN 1-1/4" PVC

EXTERIOR

LOCATED AT

PAVILION

1200A, 277/480V, 3PHASE, 4W

EXISTING "SECTION 1"

800A, 120/208V, 3PHASE, 4W

EXISTING "SECTION 2"

100A 3P

50A 3P

175A 3P

225A 3P

U S

D U

C T

NEW PANEL "LP" NEMA 3R ENCLOSURE

120 / 208 VOLT 3 PHASE 4 WIRE SERVICE

100 AMP GROUND BUS

10,000 AIC 100 A MAIN CB 100% NEUTRAL BUS SURFACE MOUNTED

T|S|O T|S|O

DESCRIPTION L R M|A|E|H PHASE L R M|A|E|H DESCRIPTION

R-FOOD TRUCK E 1250 20 1 A 2 20 E 800 R-GRILL ENCLOSURE

R-FOOD TRUCK E 1250 20 3 B 4 20 E 800 R-GRILL ENCLOSURE

L-PAVILION 180 20 5 C 6 20 E 800 R-GRILL ENCLOSURE

SPR 20 7 A 8 20 E 800 R-GRILL ENCLOSURE

SPR 20 9 B 10 20 360 R-N.E. (2) COLUMN

SPR 20 11 C 12 20 360 R-N.W. (2)COLUMN

SPR 20 13 A 14 20 360 R-S.E. (2)COLUMN

SPR 20 15 B 16 20 360 R-S.W. (2)COLUMN

SPR 20 17 C 18 20 SPR

SPR 20 19 A 20 20 SPR

SPR 20 21 B 22 20 SPR

SPR 20 23 C 24 20 SPR

M LOADS IN M

TOTAL 180 A VOLT-AMPERES 1440 A TOTAL

E 2500 E 3200

CONNECTED D.F. DEMAND

LIGHTING 0.2 1.25 0.2 CONNECTED 7.3 KVA

RECEPT. (FIRST 10 KW) 1.4 1.00 1.4 DESIGN 30.0 KVA

RECEPT. (REMAINDER) 0.50 DEMAND 7.4 KVA

MOTORS 1.00 SPARE 22.6 KVA

LARGEST MOTOR 1.25 CONNECTED

APPLIANCES 1.00 PHASE A 3.2 KVA

EQUIPMENT 5.7 1.00 5.7 PHASE B 2.8 KVA

HEATING 1.00 PHASE C 1.3 KVA

TRANSFORMER 1.00

OTHER 1.00 A TO B 86.3%

B TO C 48.4%

C TO A 41.7%

TOTAL 7.3 KVA 7.4 KVA ALL CIRCUIT BREAKERS

LOAD 20.3 AMPS 20.4 AMPS ARE 20 AMP, 1 POLE

DESIGN 83.3 AMPS UNLESS NOTED OTHERWISE

SPARE 62.9 AMPS SP = SPACE SPR = SPARE

L = LIGHTING R = RECEPTACLE M = MOTOR T= TRANSFORMER H = HEATING

S = SUBFEED E = EQUIPMENT A = APPLIANCE O = OTHER

NOTES:

LOAD SUMMARY MDP EXISTING

FEEDER/PANEL

[1] SECT 1

[2]

LIGHTING 0.2

RECEPT. (FIRST 10 KW) 1.4

RECEPT. (REMAINDER)

MOTORS

LARGEST MOTOR

APPLIANCES

EQUIPMENT 5.7

HEATING

EXISTING 1299.7

OTHER

CONNECTED KVA D.F. DEMAND KVA

LIGHTING 0.2 1.25 0.2 3000 AMP 277 / 480 VOLT 3 PHASE

RECEPT. (FIRST 10 KW) 1.4 1.00 1.4 EXISTING AIC 4 WIRE SERVICE

RECEPT. (REMAINDER) 0.50 MAIN LUGS ONLY 100% NEUTRAL BUS GROUND BUS

MOTORS 1.00

LARGEST MOTOR 1.25

APPLIANCES 1.00 TOTAL CONNECTED LOAD 1307.0 KVA = 1572.1 AMPS

EQUIPMENT 5.7 1.00 5.7 TOTAL DEMAND LOAD 1632.0 KVA = 1963.0 AMPS

HEATING 1.00 TOTAL DESIGN CAPACITY 2494.2 KVA = 3000.0 AMPS

EXISTING 1299.7 1.25 1624.6 SPARE 862.2 KVA = 1037.0 AMPS

OTHER 1.00

NOTES: [1] EXISTING LOAD IS BASED ON THE MCA FROM EXISTING RECORD DRAWINGS DATED 6-13-07. [2] ADDED PANEL LP LOAD

100A3P MB

SCOPE OF WORK

PARTIAL BUILDING 30 ONE-LINE DIAGRAM

NO SCALE

LOAD SUMMARY SECTION 2 EXISTING

FEEDER/PANEL

[1] PANEL

LIGHTING 0.2

RECEPT. (FIRST 10 KW) 1.4

RECEPT. (REMAINDER)

MOTORS

LARGEST MOTOR

APPLIANCES

EQUIPMENT 5.7

HEATING

EXISTING

OTHER 203.0

CONNECTED KVA D.F. DEMAND KVA

LIGHTING 0.2 1.25 0.2 800 AMP 120 / 208 VOLT 3 PHASE

RECEPT. (FIRST 10 KW) 1.4 1.00 1.4 EXISTING AIC 4 WIRE SERVICE

RECEPT. (REMAINDER) 0.50 MAIN LUGS ONLY 100% NEUTRAL BUS GROUND BUS

MOTORS 1.00

LARGEST MOTOR 1.25

APPLIANCES 1.00 TOTAL CONNECTED LOAD 210.3 KVA = 583.8 AMPS

EQUIPMENT 5.7 1.00 5.7 TOTAL DEMAND LOAD 210.4 KVA = 583.9 AMPS

HEATING 1.00 TOTAL DESIGN CAPACITY 288.2 KVA = 800.0 AMPS

EXISTING 1.25 SPARE 77.8 KVA = 216.1 AMPS

OTHER 203.0 1.00 203.0

NOTES: [1] EXISTING LOAD IS BASED ON THE MCA FROM EXISTING RECORD DRAWINGS DATED 6-13-07

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

En gi ne er in g

M A

N G

J K

O N

A L

N G

S, M O

N A

JKSE 192403

03/19/2020

REFERENCE SCALE IN INCHES

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

www.imegcorp.com

920 FRONT STREET, SUITE 104

HELENA, MT 59601-3328

406.545.6421 FAX: 406.256.1191

.DWG

A L

O N

E-

N E

C H

B S

U B

E300

44"

EXTERIOR EQUIPMENT RACK ELEVATION DETAIL

NO SCALE

PANEL

GALVANIZED

UNISTRUT

FRAME

12" DIA. BY 36" DEEP

CONCRETE

ENCASEMENT

GRADE

18"

30"

48"

12"

DIA

NOTES:

A. PAINT POLE WITH TWO COATS OF DARK

BRONZE PAINT WITH PRIMER

FOOD TRUCK RECEPTACLE MOUNTING PEDESTAL DETAIL

NO SCALE

3100 PSI

CONCRETE BASE

PVC CONDUIT PER SITE

PLAN AT A MIN. OF 36"

BELOW GRADE

FINISHED GRADE

SLOPE CONCRETE TOP

CONDUIT REQUIRED BY

RECEPTACLE AMPERE

RATING. SEE PARTIAL SITE

PLAN ABOVE

FILL STEEL TUBE WITH

CONCRETE TO ADD

RIGIDITY

CLOSE NIPPLE

4" SQUARE 10GA

STEEL TUBE

TUBE CAP

20A DUPLEX RECEPTACLE

IN WEATHERPROOF WHILE

IN USE COVER.

LP-1

LP-3

FEEDERS,

TYPICAL

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

En gi ne er in g

M A

N G

J K

O N

A L

N G

S, M O

N A

JKSE 192403

03/19/2020

REFERENCE SCALE IN INCHES

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

www.imegcorp.com

920 FRONT STREET, SUITE 104

HELENA, MT 59601-3328

406.545.6421 FAX: 406.256.1191

.DWG

3/19/2020

A L

S U

B M

E400

V I S

I O

SHEET

QUALITY CHECK:

JOB NO.

FIELDBOOK

DRAWN BY:

DATE:

19-026 L1XX

T E

M A

N G

J K

O N

A L

N G

S, M O

N A

19-026 03/19/20

.DWG

JCC

En gi ne er in g

R E

L S

O N

T A h e n g i n e e r i n g c o m

19-026 L1XX

N O

C H

S U

B M

.DWG

L100

GENERAL NOTES

PLANTING NOTES

LANDSCAPE SHEET MAP

MASTER PLANT SCHEDULE

AutoCAD SHX Text P

AutoCAD SHX Text

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279LAR

AutoCAD SHX Text

COOPER

AutoCAD SHX Text

JANA C.

AutoCAD SHX Text T

AutoCAD SHX Text E

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AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text D

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text I

AutoCAD SHX Text L

AutoCAD SHX Text S

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AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text C

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AutoCAD SHX Text A

AutoCAD SHX Text D

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AutoCAD SHX Text N

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AutoCAD SHX Text M

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 60'

AutoCAD SHX Text S C A L E

AutoCAD SHX Text

1. IN ORDER TO PREVENT DAMAGE TO BOTH VEGETATION AND PUBLIC UTILITY LINES, ALL TREES AND OTHER LARGE VEGETATION IN ORDER TO PREVENT DAMAGE TO BOTH VEGETATION AND PUBLIC UTILITY LINES, ALL TREES AND OTHER LARGE VEGETATION SHALL BE PLANTED NO CLOSER THAN THE MINIMUM DISTANCE SPECIFIED BY THE LOCAL JURISDICTION. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY DISTANCE FROM ALL UTILITIES AT TIME OF INSTALLATION. 2. ANY DAMAGE TO UTILITY LINES, RESULTING FROM THE ACTIONS OF THE CONTRACTOR IN THE INSTALLATION AND MAINTENANCE ANY DAMAGE TO UTILITY LINES, RESULTING FROM THE ACTIONS OF THE CONTRACTOR IN THE INSTALLATION AND MAINTENANCE OF REQUIRED LANDSCAPING SHALL BE THE RESPONSIBILITY OF CONTRACTOR TO CORRECT. 3. VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START. VERIFY WITH THE PROJECT MANAGER AND UTILITY COMPANIES THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START. REPAIR ANY DAMAGE TO EXISTING UTILITIES, CURBS, PAVEMENTS AND STRUCTURES WHICH OCCUR DURING THE CONSTRUCTION OF THE PROJECT OR AS A RESULT OF THE CONTRACTOR'S ACTIVITIES, AT NO ADDITIONAL COST TO THE OWNER. 4. SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR SAFEGUARD ALL BUILDING SURFACES, EQUIPMENT AND FURNISHINGS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSONS OR PROPERTY WHICH MAY OCCUR AS A RESULT OF NEGLIGENCE IN THE EXECUTION OF THE WORK. 5.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 7, 2020.