B01_Attachment_J-01_White_Buffalo_Clinic_100_.pdf

White Buffalo Clinic (Attachment J-01) 805 Assiniboine Ave, Poplar, MT 59255

DRAWING INDEX

General Information Architectural (continued)

GA 1.0 INDEX, CONTACTS, & LOCATIONS AA6.0

AA6.1

AA7.0

AA7.1

AA7.2

AA7.3

AA7.4

AA7.5

AA7.6

AA7.7

AA7.8

AA8.0

AA8.1

SCHEDULES

Civil

C1.1 DEMOLITION PLAN

C2. 1 LAYOUT PLAN

C2.2 GRADING PLAN

C2.3 UTILITY PLAN

C2.4 EROSION CONTROL PLAN

C3.1 LAYOUT DETAILS

C3.2 LAYOUT DETAILS

C3.3 LAYOUT DETAILS

Landscape

L 1. 1 LANDSCAPE PLAN

L 1.2 PLANTING DETAILS

L2.1 IRRIGATION PLAN

L2.2 IRRIGATION DETAILS

Arch itectu ra I

CODE PLAN

LOWER FLOOR PLAN

MAIN FLOOR PLAN

MAIN FLOOR PLAN (SOUTH)

MAIN FLOOR PLAN (NORTH)

ROOF PLAN

FFP, RCP, & GUARDS PLANS

EXTERIOR ELEVATIONS

BUILDING SECTIONS

WALL TYPES

TYPICAL WALL SECTIONS

TYPICAL WALL SECTIONS

STAIR/LADDER DETAILS

DOOR AND FINISH SCHEDULES

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS

CASEWORK DETAILS

CASEWORK DETAILS

Structural

SA0.1

SA 1.1

SA1.2

SA1.3

SA5.1

SA5.2

GENERAL NOTES

FOUNDATION PLAN

MAIN FLOOR FRAMING PLAN

ROOF FRAMING PLAN

DETAILS

DETAILS

Mechanical

MA1.0

MA2.0

MA2.1

MA2.2

MA4.0

MA5.0

COVER SHEET MECH SCHEDULES

CRAWLSPACE HVAC PLAN

MAIN LEVEL HVAC PLAN

ROOF HVAC PLAN

MECHANICAL DETAILS

MECHANICAL SCHEDULES

AA0.1

AA1.0

AA1.1

AA1.2

AA1.3

AA1.4

AA1.5

AA2.0

AA3.0

AA4.0

AA4.1

AA4.2

AA4.3

AA5.0

AA5.1

AA5.2

AA5.3

HOLLOW METAL DOOR/WINDOW DETAILS

WINDOW DETAILS

ALUMINUM ENTRY DETAILS

ROOF DETAILS

ABBREVIATIONS E.C. ELECTRICAL CONTRACTOR M.C. MECHANICAL CONTRACTOR

E.J. EXPANSION JOINT MFR MANUFACTURER

@ AT ELEV. ELEVATION MAX MAXIMUM

A.B. ANCHOR BOLT ELEC ELECTRICAL MBM METAL BUILDING MANUFACTURER

A.F.F. ABOVE FINISHED FLOOR EPS EXPANDED POLYSTYRENE MECH MECHANICAL

ALT ALTERNATE EQ. EQUAL MIN MINIMUM

ALUM. ALUMINUM ESB EQUIPMENT STORAGE BUILDING MISC MISCELLANEOUS

BM BEAM EXIST EXISTING M.O. MASONRY OPENING

B.U. BUILT UP EXP. EXPANSION MT MONTANA

CL CENTER LINE EXT. EXTERIOR NO. or # NUMBER

CDX EXTERIOR GRADE PLYWOOD FLR FLOOR N.T.S. NOT TO SCALE

CLG. CEILING F.C. FACE OF CONCRETE

CLR CLEAR F.R. FIRE RETARDAND/TREATED o.c. ON CENTER

CMU CONCRETE MASONRY UNIT GALV. GALVANIZED O.D. OUTSIDE DIAMETER

COL COLUMN GA. GAUGE OH OVERHEAD

CONC. CONCRETE G.C. GENERAL CONTRACTOR OPP OPPOSITE

CONT CONTINUOUS G.W.B GYPSUM WALL BOARD PL PLATE

CSK COUNTERSINK PLY PLYWOOD

HVAC HEATING, VENTILATION, AIR PNL PANELDBL. DOUBLE CONDITIONING PVC POL YVINYLCHLORIOEDIA or ¢ DIAMETER HWY HIGHWAY DIM DIMENSION QTY QUANllTY DN DOWN INFO INFORMATION R RADIUS D.S. DOWNSPOUT INS INSULAllON REBAR REINFORCING STEEL DWG DRAWING IWP INSULATED WALL PANEL REF REFERENCE EPS EXPANDED POLYSTYRENE INS

EA EACH LB POUND REQ REQUIRED

EIFS EXTERIOR INSULAllON LVL LAMINATED VENEER LUMBER RM ROOM

FINISH SYSTEM R.O. ROUGH OPENING

architects + design

SCH

SHT

SIM

SPI

S.S.

STD

SYM.

T&G

THRU

T.J.I T.O.

T.O.B.

T.O.F.

T.O.S.

T.O.W.

TYP

U.G.

us

VCT

VERT

W/

WC

WP

WWF

XPS

Plumbing

PA1.0

PA2.0

PA2.1

PA2.2

PA3.0

PA3.1

PA4.0

PA5.0

PA5.1

PA5.2

FPA2.0

COVER SHEET PLUMBING SCHEDULES

CRAWLSPACE DWV PLUMBING PLAN

MAIN LEVEL DWV PLUMBING PLAN

ROOF PLUMBING PLAN

CRAWLSPACE DOM. WATER PLUMBING PLAN

MAIN LEVEL DOM. WATER PLUMBING PLAN

MEDICAL GAS PLANS

DETAILS

DETAILS

DOM. WATER iSO PLAN

FIRE PROTECTION PLANS

Electrical

EA1.0

EA 1.1

EA2.0

EA2.1

EA2.2

EA2.3

EA3.0

EA3.1

EA4.0

EA5.2

EA5.3

COVER SHEET

ELECTRICAL SITE PLAN

CRAWLSPACE POWER & S.S. PLAN

MAIN LEVEL POWER PLAN

MAIN LEVEL S.S. PLAN

ROOF POWER & S.S. PLAN

CRAWLSPACE LIGHTING PLAN

MAIN LEVEL LIGHTING PLAN

DETAILS

PANEL SCHEDULES, SINGLE LINE DIAGRAM

SCHEDULES

SCHEDULE

SHEET

SIMILAR

SPRAY POLYURETHANE INS.

STAINLESS STEEL

STANDARD

SYMMETRICAL

TONGUE AND GROOVE

THROUGH

TRUSS JOIST IN CORPORA TED

TOP OF

TOP OF BEAM

TOP OF FOOllNG

TOP OF SLAB

TOP OF WALL

TYPICAL

UNDERGROUND

UNITED STATES

VINYL COMPOSITION TILE

VERTICAL

WITH

WALL COVERING

WATER PROOF

WELDED WIRE FABRIC

EXTRUDED POLYSTYRENE

CONTACTS

OWNER (BILLINGS):

BURKE HELMER, PE,)HS CCR

BILLINGS AREA IHS DIV. OF OEHE

PO BOX 36600

BILLINGS_. MT 59107

406--24 ,-7088

OWNER (POPLAR):

DANA MATEJOVSKY., FACILITY MANAGER

VERNE E. GIBBS Ht:.AL TH CENTER

107 H STREET

POPLAR, MT 59255

406--768-2128

ARCHITECT:

BRANDON JANSHEN, AIA

SDI ARCHITECTS & DESIGN

909 MAIN STREET

MILES CITYb MT 59301 406--234- 777

HEALTHCARE ARCHITECT:

RIC HELDT

Al�ACHA, ASAI

A&E ARCH TEC 1:, PC

124 N 29TH STREET, SUITE 100

BILLINGS� MT 59101

406--240-2633

CIVIL ENGINEER:

JAMES W. PAPEZ,_ PE

PEAKS TO PLAIN:, PC

404 N 31ST STREET, SUITE 405

BILLINGS, MT 59101

406--294-9499

LANDSCAPE ARCHITECT:

JOLENE REICK, PLA

PEAKS TO PL1<INS PC

404 N 31ST STREET, SUITE 405

BILLINGS, MT 59101

406--29s-9499

STRUCTURAL ENGINEER:

MILES BORGES PE

WHITTEN & BORGES

[J

PC

645 GRAND A VE S ITE H

BILLINGS� MT 59\01

406--240-5449

MECHANICAL ENGINEER:

TODD MELING PE

ASSOCIATED CONSTRUCTION ENGINEERING, INC

2040 HARNISH BOULEVARD

BILLINGS, MT 59101

406--24;:,-0136

ELECTRICAL ENGINEER:

TODD MELING, PE

ASSOCIATED CONSTRUCTION ENGINEERING, INC

2040 HARNISH BOULEVARD

BILLINGS, MT 59101

406--24;:,-0136

COMMISSIONING AGENT:

JOE DUROCHER

ELKHORN COMMISSIONING GROUP

1233 DELEA DR.

GREAT FALLS,_ MT 59404

406--781-3702

Canada

TOOLE

HILL

Idaho

DWG SET#:

ROSEBUD

BIG ORN

DANIE S

OOSEVELT

Wyoming

Poplar

North Dakota

South Dakota

Not to Scale

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Revisions

Copyright © 2019

BY STEVENSON DESIGN, INC.

JOB# 1637

DRAWN BJ

CHECK BJ

DATE 04/12/19

Index, Contacts, & Location

GA1.0

SITE DEMOLITION PLAN1 SCALE: 1" = 20'-0"

A S

S I N

I B

O I N

E

A

V E

N U

E

R

IV

E R

S

ID

E D

R

IV

E

H STREET WEST

DEMO EX. BUILDING,

SLAB AND FOUNDATION

LEGEND

REMOVE & LEGALLY DISPOSE OF EXISTING ASPHALT PAVEMENT

REMOVE & LEGALLY DISPOSE OF EXISTING CONCRETE

REMOVE & LEGALLY DISPOSE OF EXISTING CURB & GUTTER

DEMOLISH & LEGALLY DISPOSE OF EXISTING STRUCTURES

EX. FENCE TO BE REMOVED

EX. VEGETATION TO BE REMOVED & LEGALLY DISPOSED

EX. SIGN TO BE REMOVED

EX. OUTDOOR POWER RECEPTACLES TO BE REMOVED

EX. STORM SEWER

EX. SANITARY SEWER

EX. WATER MAIN

EX. NATURAL GAS MAIN

EX. OVERHEAD ELECTRICAL

EX. UNDERGROUND ELECTRICAL

EX. TELECOMMUNICATIONS

EX. CONTOUR1999

PROTECT EXISTING

CONCRETE PAD

REMOVE EX.

VEGETATION, TYP.

DEMOLITION NOTES

1. SEE UTILITY PLAN, SHEET C2.3, FOR UTILITY DEMOLITION AND RELOCATION.

2. EXISTING SITE FEATURES BASED ON TOPOGRAPHIC SURVEY COMPLETED BY

ESSEX SURVEYING DATED JANUARY 2018.

3. CONDUCT ALL WORK IN ACCORDANCE WITH THE MONTANA PUBLIC WORKS

STANDARD SPECIFICATIONS (MPWSS), CURRENT EDITION, AND WRITTEN

SPECIFICATIONS.

4. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED.

PROVIDE THE PLAN TO THE OWNERS REPRESENTATIVE AND AUTHORITIES

HAVING JURISDICTION FOR APPROVAL.

5. PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES AND

OTHER IMPROVEMENTS AT THE PROJECT SITE AND ON ADJACENT

PROPERTIES, EXCEPT THOSE INDICATED TO BE REMOVED OR ALTERED.

REPAIR DAMAGE TO EXISTING FACILITIES CAUSED BY CONTRACTOR'S

ACTIVITIES AT NO ADDITIONAL EXPENSE TO THE SATISFACTION OF OWNER.

6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, FURNISH AND INSTALL A

SITE ENCLOSURE FENCE IN A MANNER THAT WILL PREVENT UNAUTHORIZED

ACCESS TO THE CONSTRUCTION AREA.

7. PROVIDE A CONSTRUCTION TRAFFIC CONTROL PLAN TO THE ENGINEER &

JURISDICTIONAL AUTHORITY, AS PER SECTION 01570 OF THE MPWSS,

CURRENT EDITION.

8. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE

PROJECT SITE IN CONTRAST TO THE PLANS OR DIFFERING SITE CONDITIONS

TO THE OWNER'S REPRESENTATIVE.

9. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS. CONTRACTOR

SHALL FIELD VERIFY EXACT LOCATION AND DEPTH OF ALL UTILITIES PRIOR

TO DEMOLITION OR CONSTRUCTION ACTIVITIES.

10. LEGALLY REMOVE AND DISPOSE OF ALL SURPLUS MATERIAL FROM PROJECT

AREA TO OBTAIN LINE AND GRADE.

11. PROVIDE ABATEMENT IN ACCORDANCE WITH HAZARDOUS MATERIALS

ASSESSMENT.

12. SALVAGE ALL SIGNAGE REMOVED FROM THE PROJECT AND PROVIDE TO THE

OWNER.

PROPERTY

BOUNDARY

SAWCUT AND

REMOVE CONCRETE

CURB AND GUTTER

EX. CONCRETE

SIDEWALK TO

REMAIN REMOVE FENCE

REMOVE

CONCRETE

DRIVEWAY

SAWCUT & REMOVE

ASPHALT PAVEMENT,

APPX. SAWCUT LIMIT

REMOVE CONCRETE PAD

REMOVE EX. TREES

SAWCUT & REMOVE ASPHALT

PAVEMENT, APPX. SAWCUT LIMIT

SAWCUT & REMOVE CONCRETE

CURB AND GUTTER

REMOVE EX. CONCRETE SIDEWALK

REMOVE EX. TREES, TYP.

REMOVE EX. SIGN

SAWCUT & REMOVE

ASPHALT, APPX.

SAWCUT LINE

REMOVE EX.

CONCRETE CURB

AND GUTTER

REMOVE EX.

CONCRETE

SIDEWALK & DRIVE

REMOVE EX. SIGN

EX. CONCRETE

SIDEWALK TO

REMAIN

EX. CONCRETE

CURB TO

REMAIN

PROTECT EX.

TRANSFORMER

IN PLACE

C1.1

DEMOLITION

PLAN

REMOVE EX. TREE

DEMO EX. CONCRETE

STAIRS AND HANDRAILS

DEMO EX. FENCE

DEMO EX. SLAB AND

FOUNDATION

DEMO EX.

CLOTHES LINE

DEMO EX. FENCE

POSTS, TYP.

DEMO EX. FENCE

POSTS, TYP.

DEMO EX.

WOOD DECK

DEMO EX.

FENCE

DEMO EX. CONCRETE

STAIRS AND HANDRAILS

DEMO EX. BUILDINGS,

SLAB AND FOUNDATION

REMOVE AND SALVAGE

EX. TABLE AND SEATS

DEMO EX. SLAB ON

GRADE

DEMO EX.

SIGNS

DEMO EX. OUTDOOR

POWER RECEPTACLS

AND POSTS, TYP.

REMOVE EX. SIGN

REMOVE EX.

CONCRETE

SIDEWALK

REMOVE EX. TREE, TYP.

REMOVE EX.

FENCE

POSTS, TYP.

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BY BRANDON JANSHEN

DATE

JOB #

Copyright ©

DRAWN

CHECK

Revisions

F P

S U

W h i t e

B u f f a l o i n i c

REMOVE EX.

CONCRETE CURB

AND GUTTER

REMOVE EX. TREE, TYP.

SAWCUT & REMOVE

ASPHALT, APPX.

SAWCUT LINE, FIELD

COORDINATE

SAWCUT & REMOVE

ASPHALT, APPX.

SAWCUT LINE

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TV

AutoCAD SHX Text 40'

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GROUND FACILITIES.

AutoCAD SHX Text

BEFORE YOU DIG

AutoCAD SHX Text

3 WORKING DAYS

AutoCAD SHX Text 1-800-551-8344

AutoCAD SHX Text

CALL MISS DIG

AutoCAD SHX Text

(TOLL FREE) FOR THE

AutoCAD SHX Text

LOCATION OF UNDER

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OR

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72 HOURS

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KNOW WHAT'S BELOW

AutoCAD SHX Text

CALL BEFORE YOU DIG.

AutoCAD SHX Text UTILITY INFORMATION, AS SHOWN, INDICATES APPROXIMATE LOCATIONS AND THE TYPES OF FACILITIES ONLY, AS DISCLOSED TO THIS FIRM BY THE VARIOUS UTILITY COMPANY'S RECORDS. NO GUARANTEE IS GIVEN OR IMPLIED AS TO THE COMPLETENESS OR ACCURACY THEREOF. PRIOR TO CONSTRUCTION, VERIFY IN THE FIELD, ALL LOCATIONS AND DEPTHS OF EXISTING OVERHEAD AND UNDERGROUND UTILITIES (IN CONFLICT WITH THE CONSTRUCTION OF THE PROPOSED IMPROVEMENT). DURING CONSTRUCTION, USE EXTREME CAUTION WHEN OPERATING NEAR OVERHEAD AND/OR BURIED UTILITIES.

AutoCAD SHX Text 4/3/2019

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LAYOUT PLAN1 SCALE: 1" = 20'-0"

10 PARKING

SPACES

BUILDING

E X

I S

T I N

G

B

U I L D

I N

G

EX. SIDEWALK

10.00, TYP.

28±

EX. SIGN

LEGEND

SIDEWALK

PARKING SPACES

10.00

TYP.

11X17' GENERATOR PAD

(VERIFY SIZE PRIOR TO

INSTALLATION)

S I D

E W

A L K

S

ID

E W

A

LK

(T O

C U

R B

FA

C

E

6.50

E X

S

I D

E W

A L K

E X

S

I D

E W

A L K

EX. GENERATOR &

TRANSFORMER

PROPERTY LINE

EXISTING PROPOSED

TOTAL

SPACES

33 48

ACCESSIBLE

SPACES

1 2

ASPHALT PAVEMENT

EX. TRANSFORMER &

TELECOMMUNICATION

PEDESTAL

3-PHASE PRIMARY

PEDESTAL, REFER TO

PLAN C2.3

A S

S I N

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O I N

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N U

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C2.1

LAYOUT

PLAN

H STREET WEST

EXISTING ASPHALT

PARKING LOT

EXISTING

CONCRETE

20.00

PAVEMENT MARKINGS, TYP.

LANDSCAPE AREA

10.00, TYP.

6.50 TO

CURB FACE

MATCH EX. SIDEWALK

6.00

"EMPLOYEES ONLY" SIGNS

PROPOSED PARKING

LOT LIGHTING, SEE

MEP PLANS

8.00

LAYOUT NOTES

1. EXISTING SITE FEATURES BASED ON TOPOGRAPHIC SURVEY

COMPLETED BY ESSEX SURVEYING, DATED JANUARY 2018.

2. CONDUCT ALL WORK IN ACCORDANCE WITH THE MONTANA PUBLIC

WORKS STANDARD SPECIFICATIONS, CURRENT EDITION, AND

WRITTEN SPECIFICATIONS.

3. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE

PROJECT IN CONTRAST TO THE PLANS OR DIFFERING SITE

CONDITIONS TO THE OWNERS REPRESENTATIVE.

4. EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION.

CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION AND DEPTH OF

ALL UTILITIES PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES.

5. LEGALLY REMOVE AND DISPOSE ALL SURPLUS MATERIAL FROM

PROJECT AREA TO OBTAIN LINE AND GRADE.

6. PROVIDE TRAFFIC CONTROL PLAN PER MPWSS AND CITY OF POPLAR

REQUIREMENTS TO ENGINEER, COUNTY AND CITY FOR APPROVAL

PRIOR TO CONSTRUCTION.

7. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB OR BUILDING LINE,

UNLESS OTHERWISE NOTED.

8. DETECTABLE WARNING DEVICES ARE NOT REQUIRED FOR THE

ASSESSABLE RAMPS CONSTRUCTED AS PART OF THIS PROJECT.

9. AN BID ALTERNATIVE CONCRETE PAVEMENT SECTION IS PROVIDED ON

DETAIL SHEET C3.1 IN LIEU OF THE PROPOSED ASPHALT PAVEMENT

SECTION.

10. PROVIDE TRANSFORMER AND GENERATOR PAD SIZE, THICKNESS AND

REINFORCEMENT IN CONFORMANCE WITH MANUFACTURERS

RECOMMENDATIONS.

8X6' TRANSFORMER PAD

(VERIFY SIZE PRIOR TO

INSTALLATION)

1.50

6.50 TO

CURB FACE

BOULDER WALL,

SEE LANDSCAPE

PLAN 7 / L1.2

C3.1

C3.1

C3.2

C3.1

C3.1

C3.1

C3.1

C3.1

C3.1

C3.1

C3.1

C3.1 1-S

C3.1 1-S

C3.1 1-C

C3.1 1-C

C3.1 1-C

C3.1

C3.1

C3.1 1-S

C3.3

C3.3

C3.2

C3.1 1-S

C3.1 1-S

C3.1 1-C

"EMPLOYEES ONLY" SIGN

BOULDER WALL, SEE

LANDSCAPE PLAN 8/L1.2

C3.1

C3.2

C3.1

C3.1

C3.1

C3.1

5.00

5.00

C3.1 1-S

C3.1

C3.1

C3.1

C3.1

LANDSCAPE BED

PROPERTY

LINE, TYP.

PROPOSED PARKING LOT LIGHT, SEE MEP SHEETS

R10.50

R3.00

R3.00

R110.00

R20.00

R3.50, TYP.

R200.00

R10.00

MATCH EX. CG

MATCH EX. CG

MATCH EX. CG

MATCH EX. CG

MATCH EX. CG

MATCH EX. CG

MATCH EX. CG

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DATE

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Copyright ©

DRAWN

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Revisions

F P h i f f a i n i c

C3.2

FLAG NOTES

1. TRANSITION FROM "CATCH" TO "SPILL" CURB.

2. 6-INCH BOLLARD

1 1

C3.1

C3.3

L1.2

C3.3

FLAGPOLE, SEE

ARCHITECTURAL PLANS

C3.3

C3.3

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Point #

Elevation

96.00

96.60

96.69

97.10

97.68

97.50

97.09

96.89

97.03

97.05

96.77

97.13

97.79

97.53

97.49

97.93

97.19

96.79

97.61

96.00

95.92

95.92

95.63

95.59

96.01

96.07

96.91

96.83

97.94

97.92

97.19

97.43

97.43

97.72

97.70

95.58

95.92

96.00

96.62

96.79

97.15

97.66

97.68

97.81

97.59

97.50

97.70

97.77

98.10

97.58

97.46

97.21

95.58

95.92

96.00

96.49

97.01

97.30

96.83

97.28

97.06

98.06

Northing

1437882.97

1437883.07

1437880.67

1437863.96

1437873.27

1437880.73

1437897.44

1437892.82

1437901.33

1437900.94

1437893.42

1437931.90

1437945.60

1437928.89

1437926.49

1437938.14

1437928.83

1437912.13

1437908.63

1437907.55

1437906.64

1437882.05

1437881.11

1437905.72

1437871.37

1437915.64

1437927.44

1437926.51

1437948.05

1437949.15

1437949.63

1437952.56

1437960.23

1437958.95

1437960.06

1437970.09

1437970.98

1437971.91

1437972.01

1437969.61

1437952.51

1437965.74

1437967.03

1437972.87

1437990.69

1438006.12

1438020.53

1438022.45

1438026.74

1438183.31

1438181.30

1438200.29

1437994.63

1437995.55

1437994.37

1438012.36

1438016.95

1438062.83

1438066.51

1438157.27

1438195.32

1438184.09

Easting

3019279.42

3019282.64

3019286.14

3019289.27

3019338.91

3019378.72

3019375.58

3019391.81

3019380.05

3019377.98

3019335.13

3019386.80

3019366.55

3019369.69

3019373.19

3019326.75

3019277.11

3019280.24

3019277.85

3019274.81

3019269.89

3019274.50

3019269.50

3019264.98

3019271.80

3019263.66

3019269.66

3019264.75

3019347.04

3019352.94

3019384.08

3019403.66

3019402.23

3019344.99

3019350.89

3019253.11

3019257.83

3019262.74

3019265.96

3019269.47

3019272.67

3019343.21

3019350.09

3019381.28

3019377.94

3019381.61

3019392.62

3019395.92

3019427.79

3019406.73

3019390.84

3019388.31

3019248.32

3019253.22

3019258.53

3019354.29

3019357.17

3019392.21

3019395.65

3019383.48

3019378.38

3019357.69

Description

FL

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

FL/HP

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

FL

TC

TC

FL

FL

TBC

TBC

TC

TC

TC

TC

TBC/TC

TBC/TC

TC/ME

TC

TC

FL

TC

FL

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TBC

TA/ME

TA/ME

TA/ME

FL

TC

FL

FL

TBC

TBC

FL

FL/HP

FL

TBC

Point #

Elevation

98.12

97.65

97.71

98.21

97.50

97.75

97.48

97.07

97.43

96.93

96.87

97.34

96.70

96.96

97.00

97.43

97.43

97.55

97.55

98.13

98.13

96.00

96.89

96.82

97.71

97.66

97.61

97.55

97.80

98.19

98.19

98.25

98.25

98.16

98.16

98.13

96.59

96.70

96.83

96.83

98.16

96.91

98.16

96.91

97.14

97.75

96.89

98.25

98.25

95.75

96.03

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

Northing

1438173.66

1438167.78

1438161.82

1438155.81

1438066.82

1438064.66

1438033.86

1438017.10

1438032.85

1438031.25

1438029.78

1438029.17

1438001.02

1438036.17

1438037.64

1438046.00

1438047.47

1438055.33

1438053.86

1438043.25

1438051.11

1437996.48

1438015.93

1438014.82

1438056.21

1438048.81

1438039.48

1438035.72

1438160.96

1438159.85

1438151.90

1438150.78

1438144.31

1438150.20

1438156.68

1438157.79

1438181.53

1438164.56

1438159.71

1438166.47

1438152.56

1438155.35

1438158.22

1438161.00

1437928.59

1438166.91

1438191.53

1438130.83

1438124.94

1438047.82

1437960.34

1438138.90

1438159.53

1438094.66

1438092.45

1438059.04

1438049.64

1438041.78

1438034.96

1438042.82

1438040.61

Easting

3019359.09

3019360.38

3019361.18

3019361.48

3019389.89

3019373.71

3019349.75

3019260.31

3019344.35

3019338.54

3019330.68

3019324.69

3019263.33

3019329.48

3019337.35

3019327.64

3019335.50

3019334.03

3019326.17

3019312.98

3019311.51

3019258.14

3019254.09

3019248.19

3019374.84

3019372.88

3019365.74

3019359.64

3019354.74

3019348.84

3019306.40

3019300.45

3019265.91

3019264.80

3019299.35

3019305.25

3019321.18

3019253.80

3019267.58

3019303.62

3019271.97

3019271.45

3019302.11

3019301.59

3019384.38

3019353.94

3019358.71

3019352.53

3019353.64

3019238.82

3019255.49

3019237.06

3019347.14

3019359.28

3019347.51

3019353.77

3019303.65

3019305.12

3019268.75

3019267.28

3019255.48

Description

TBC

FL

FL

TBC

TBC

TBC

TBC

TBC

TBC

FL

FL

TBC

TBC

TC

TC

TC

TC

TC

TC

TC

TC

FL

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TA/ME

TA/ME

TC/TA

TC/TA

TS

BS

TS

BS

TBC

TC

TA/ME

TC

TC

TBC

TBC/ME

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

BLDG

GRADING PLAN1 SCALE: 1" = 20'-0"

A S

S I N

I B

O I N

E

A

V E

N U

E

RIVERSIDE DRIVE

C2.2

GRADING

PLAN

H STREET WEST

FINISH FLOOR

ELEVATION:

1998.27

ARCH = 100'-0"

1:6

MAX

0.97% 0.50%

M A

X

±3.6%

1:6

MAX

1. COMPLETE ALL SITEWORK IN ACCORDANCE WITH THE RECOMMENDATIONS

OF THE PROJECT GEOTECHNICAL REPORT COMPLETED BY TERRACON

CONSULTANTS, INC., DATED JUNE 29, 2017 AND SUPPLEMENTAL

GEOTECHNICAL REPORT COMPLETED BY MATERIAL TESTING SERVICES, LLC

DATED JULY 18, 2018 AND AUGUST 13, 2018.

2. FINISH FLOOR ON ARCHITECTURAL PLANS IS REFERENCED AS 100.00.

3. LONGITUDINAL AND CROSS SLOPE WITHIN ACCESSIBLE PARKING STALLS

AND UNLOADING ZONES SHALL NOT EXCEED 1.5% IN ANY DIRECTION.

4. ALL GRADES SHOWN ARE BASED ON A FINISH FLOOR ELEVATION OF 1998.27.

5. ADD 1900 TO ALL POINT ELEVATIONS SHOWN TO MATCH SURVEY DATUM.

6. POINTS SHOWN WITH 0.00 ELEVATIONS ARE FOR LAYOUT PURPOSES ONLY.

7. ENSURE POSITIVE DRAINAGE IS ACHIEVED AWAY FROM THE BUILDING ON

ALL SIDES DURING FINISH GRADING OPERATIONS.

GRADING NOTES

EARTHWORK QUANTITY ESTIMATES

THE EARTHWORK FILL QUANTITIES LISTED BELOW ARE AN ESTIMATED QUANTITY BASED ON THE BEST

AVAILABLE INFORMATION PROVIDED IN THE GEOTECHNICAL INVESTIGATION REPORT, AND QUANTITY

TAKE-OFFS GENERATED THROUGH AUTOCAD CIVIL 3D. THE VOLUMES LISTED ARE IN PLACE VALUES AND

DO NOT TAKE INTO CONSIDERATION SHRINKAGE AND SWELL. QUANTITIES PROVIDED ARE FOR

REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR COMPUTING THEIR OWN EARTHWORK

QUANTITIES PRIOR TO CONSTRUCTION.

ESTIMATED FILL (IMPORT) = 1,831 C.Y.

ESTIMATE CUT (EXPORT) = 4,703 C.Y.

NET CUT (EXPORT) = 2,872 C.Y.

GRADING LEGEND

EX. CONTOUR

PROPOSED CONTOUR

GRADE BREAK LINE

TBC TOP BACK OF CURB

TVG TOP OF VALLEY GUTTER

TC TOP OF CONCRETE

TA TOP OF ASPHALT

FL FLOW LINE

HP HIGH POINT

GB GRADE BREAK

PC POINT-OF-CURVATURE

ME MATCH EXISTING

TS TOP OF STAIR

BS BOTTOM OF STAIR

CONTROL POINTS

CONTROL POINT NORTHING EASTING ELEVATION TYPE

CP1

1438205.10 3019225.53 1996.53

120D SPIKE

CP2

1438206.47 3019217.35 1996.05

YPC

CP3

1437830.79 3019261.74 1996.23

MAG NAIL

CP4

1437806.69 3019298.69 1996.14

MAG NAIL

CP5

1437885.67 3019453.61 1997.11

MAG NAIL

EXISTING

BUILDING

1.5%

0.50%

1.50%

CP3

CP5

CP4

CP1

CP2

4.15%

1:12

LA

N

D

SC

A

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A

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IN

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T, S

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(4

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6)

-9

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W .P

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TO

PL

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IN

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P E

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P o p l a r

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P C

C o n t r a c t

I s

BY BRANDON JANSHEN

DATE

JOB #

Copyright ©

DRAWN

CHECK

Revisions

F P h i f f a i n i c

AutoCAD SHX Text

FF

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FEET

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UTILITY DEMO PLAN1 SCALE: 1" = 20'-0"

EX. BUILDING

E X

I S

T I N

G

B

U I L D

I N

G

EX. TRANSFORMER &

TELECOMMUNICATION

PEDESTAL. PROTECT

A S

S I N

I B

O I N

E

A

V E

N U

E

RIVERSIDE DRIVE

C2.3

UTILITY

PLAN

H STREET WEST

EX. FIRE

HYDRANT

EX. LIGHT

POLE

EX. FIRE

HYDRANT

REMOVE 90± LF EX.

GAS SERVICE

RELOCATE EX.

TELEPHONE

SERVICE BY

NEMONT

EX. 6" PVC

SEWER MAIN

LEGEND

EX. STORM SEWER

EX. SANITARY SEWER

EX. UNDERGROUND TELEPHONE

EX. UNDERGROUND ELECTRIC

EX. OVERHEAD ELECTRIC

EX.WATER MAIN

EX. NATURAL GAS MAIN

EX. FIRE HYDRANT

EX. GATE VALVE

EX. SANITARY SEWER MANHOLE

UTILITY POLE WITH STREET LIGHT

EX. TRANSFORMER

EX. TELEPHONE PEDESTAL

EX. TELEPHONE PEDESTAL

EX. CATCH BASIN

RIM OF STRUCTURERIM

INVERTINV

BOTTOM OF STRUCTUREBTM

PROP. WATER SERVICE

PROP. NATURAL GAS SERVICE

PROP. SANITARY SEWER SERVICE

PROP. GATE VALVE

REMOVE EX.

LIGHTPOLE

REMOVE 170± LF

EX. OVERHEAD

ELECTRICAL

SERVICE

EX. LIGHT POLE

PROTECT IN PLACE

REMOVE EX.

LIGHT POLE

CAP AND ABANDON

EX. SANITARY

SEWER SERVICE

1. SEE MEP PLANS FOR SITE ELECTRICAL IMPROVEMENTS AND UTILITY

SERVICE CONNECTIONS.

2. COORDINATE UTILITY RELOCATIONS WITH RESPECTIVE UTILITY OWNERS.

ELECTRIC & GAS: MONTANA DAKOTA UTILITIES (MDU),

P: (406) 653-1551

DATA/TELEPHONE/CABLE: NEMONT TELEPHONE COOPERATIVE (NEMONT),

P: (406) 768-9905

3. PROVIDE FLOWABLE FILL TRENCH PLUGS FOR ALL UTILITY PENETRATIONS

BENEATH THE BUILDING EXTENDING AT LEAST 5 FEET OUT FROM THE FACE

OF THE BUILDING EXTERIOR.

RELOCATE

EX. LIGHT

POLE BY

MDU

REMOVE EX.

TELEPHONE

PEDESTAL

CAP AND ABANDON

EX. WATER SERVICE

PROP. UNDERGROUND TELEPHONE

UTILITY NOTES

EX. 6" PVC

WATER MAIN

PROP. STORM SEWER

RELOCATE 120± LF

UNDERGROUND

ELECTRICAL SERVICE,

COORDINATE WITH MDU

RELOCATE EX.

JUNCTION BOX BY

MDU

REMOVE 135± LF EX.

2" GAS MAIN BY MDU

UTILITY PLAN2 SCALE: 1" = 20'-0"

PROPOSED

BUILDING

E X

I S

T I N

G

B

U I L D

I N

G

GENERATOR PAD,

SEE MEP

A S

S I N

I B

O I N

E

A

V E

N U

E

RIVERSIDE DRIVE

H STREET WEST

CONNECT TO

EX. GAS MAIN

BY MDU

GAS METER,

SEE MEP

PLANS

CONNECT TO

EX. GAS

SERVICE BY

MDU

CONNECT TO EX. SANITARY SEWER MANHOLE

RIM = 1995.53

EX. 6" INV. E. = 1989.07

EX. 6" INV. S. = 1989.04

4" INV. E. = 1989.14

4" PVC SEWER

SERVICE POC

INV. E = 1990.15,

SEE MEP PLANS

RELOCATE 200 PAIR

TELEPHONE LINE BY

NEMONT

2" DOMESTIC SERVICE

AND 1.5" METER,

INV. = 1992.15,

SEE MEP PLANS

4" FIRE SERVICE,

INV. = 1992.15,

SEE MEP PLANS

TELECOMMUNICATION

SERVICE, PROVIDE (2)

3-INCH CONDUITS

CONNECT TO EX. CATCH BASIN

RIM = 1995.20

EX. BASIN BOTTOM = 1991.67

EX. 8" INV. W = 1992.07

8" INV. E = 1992.67

CONNECT TO INTERNAL STORM

DRAIN,

INV. = 1993.50,

SEE MEP PLANS

LIGHTPOLE,

REFER TO

ELECTRICAL

SHEETS

LIGHTPOLE,

REFER TO

ELECTRICAL

SHEETS

2" GAS SERVICE BY

MDU, COORDINATE

FINAL LOCATION

CONNECT TO

EX. ELEC.

SERVICE BY

MDU

TRANSFORMER PAD,

SEE MEP

CAP AND ABANDON

EX. WATER SERVICE

EX. BUILDING

REMOVE 83± LF

EX. GAS SERVICE BY

MDU

REMOVE 190± LF

EX. UNDERGROUND

ELECTRICAL SERVICE

CAP AND ABANDON

EX. WATER SERVICE

EX. GENERATOR &

TRANSFORMER,

PROTECT IN PLACE

RELOCATED

UNDERGROUND ELEC.

SERVICE BY MDU,

COORDINATE FINAL

LOCATION

RELOCATED

UNDERGOUND ELEC.

SERVICE COORDINATE

WITH MDU

RELOCATED

JUNCTION BOX BY

MDU, COORDINATE

FINAL LOCATION

CONNECT 4" FIRE

SERVICE TO EX.

WATER MAIN

C3.2

C3.2

C3.2

CONNECT 2"

WATER SERVICE

TO EX. WATER

MAIN

REMOVE 32± LF 6"

SANITARY SEWER

ELECTRICAL SERVICE

POC, SEE MEP PLANS

LA

N

D

SC

A

PE

A

RC

HI

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TU

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/P

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IN

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IV

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IN

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S

TR

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(4

) 2

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-9

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S

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I G

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P o p l a r

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C o n t r a c t

I s

BY BRANDON JANSHEN

DATE

JOB #

Copyright ©

DRAWN

CHECK

Revisions

F P h i f f a i n i c

RELOCATED

LIGHT POLE

BY MDU

PROVIDE (4) 3-INCH

CONDUITS FOR

TELECOMMUNITATIONS

AutoCAD SHX Text Y

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AutoCAD SHX Text Y

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FF

AutoCAD SHX Text S

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AutoCAD SHX Text E

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TV

AutoCAD SHX Text S

AutoCAD SHX Text Y

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EROSION CONTROL PLAN1 SCALE: 1" = 20'-0"

C2.4

CONTROL

PLAN

PROPOSED

BUILDING

E X

I S

T I N

G

B

U I L D

I N

G

A S

S I N

I B

O I N

E

A

V E

N U

E

RIV

ERSID

E D

RIV

E

LA

N

D

SC

A

PE

A

RC

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TE

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TU

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LA

N

N

IN

G /C

IV

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E N

G

IN

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N G

N O

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ST

S

TR

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T, S

UI

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N

TA

N A

(4

) 2

-9

6)

-9

FA

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W .P

EA

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TO

PL

A

IN

S.

C

O M

P E

A K

S

T

O

P

L A

I N

S

D

E S

I G

N

P C

P o p l a r

M

T

I H

S

B

I F

P C

C o n t r a c t

I s

BY BRANDON JANSHEN

DATE

JOB #

Copyright ©

DRAWN

CHECK

Revisions

F P h i f f a i n i c

EROSION

SITE LEGEND

STABILIZED CONSTRUCTION ENTRANCE

NOTES

LIMITS OF DISTURBANCE

CONCRETE

WASHOUT AREA

EX. CONTOUR

PROPOSED CONTOUR

1. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IS REQUIRED. PREPARE AND PROVIDE THE PLAN TO THE OWNERS

REPRESENTATIVE AND AUTHORITIES HAVING JURISDICTION FOR APPROVAL.

2. THE EROSION CONTROL CONTROL PLAN AS PREPARED IS TO BE UTILIZED FOR REFERENCE ONLY. CONTRACTOR IS RESPONSIBLE FOR

PREPARATION OF THEIR OWN EROSION CONTROL PLAN PREPARED IN CONJUNCTION WITH THE STORM WATER POLLUTION PREVENTION

CONTROL PLAN.

3. EXISTING FEATURES BASED ON TOPOGRAPHIC SURVEY COMPLETED BY ESSEX SURVEYING, DATED JANUARY 2018.

4. PROVIDE BMP'S IN CONFORMANCE WITH MDEQ STORM WATER MANAGEMENT DURING CONSTRUCTION FIELD GUIDE FOR BEST

MANAGEMENT PRACTICES UNLESS OTHERWISE INSTRUCTED.

5. PROTECT EXISTING VEGETATION, EQUIPMENT, STRUCTURES, UTILITIES AND OTHER IMPROVEMENTS AT THE PROJECT SITE AND ON

ADJACENT PROPERTIES, EXCEPT THOSE INDICATED TO BE REMOVED OR ALTERED. REPAIR DAMAGE TO EXISTING FACILITIES CAUSED

BY CONTRACTORS'S ACTIVITIES AT NO ADDITIONAL EXPENSE TO THE SATISFACTION OF OWNER.

6. IMMEDIATELY REPORT ANY AND ALL DISCREPANCIES FOUND ON THE PROJECT IN CONTRAST TO THE PLANS OR DIFFERING SITE

CONDITIONS TO THE OWNERS REPRESENTATIVE.

7. NO KNOWN STREAMS OR IRRIGATION DITCHES ARE LOCATED ON THE PROJECT SITE.

8. NO PORTION OF THE SITE IS LOCATED WITH A DESIGNATED FLOOD PLAIN.

9. INSTALL PROJECT BMP'S PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

10. RESTRICT CONSTRUCTION TRAFFIC TO CONSTRUCTION ENTRANCE ONLY.

11. STABILIZE EXPOSED SOIL WITHIN 14-DAYS OF CLEARING OR INACTIVITY IN CONSTRUCTION.

12. STABILIZE OR COVER STOCKPILES AT THE END OF EACH WORK DAY.

13. COLLECT AND DISPOSE OF SOLID WASTE IN COVERED LEAK PROOF ONSITE CONTAINER.

14. COLLECT AND LEGALLY OF DISPOSE OF HAZARDOUS WASTE OFF SITE.

15. RECYCLE CONSTRUCTION WASTE AND MATERIAL WHEN POSSIBLE.

16. STORE CHEMICALS, PAINTS, PETROLEUM, FERTILIZER AND PESTICIDES IN A COVERED LEAK PROOF ENCLOSURE.

17. PERFORM DAILY CLEANUP OF CONSTRUCTION SITE TO ENSURE ALL LITTER IS CONTAINED IN AN APPROPRIATE ENCLOSURE OR

CONTAINER.

18. WASH OUT ALL CONCRETE TRUCKS ONLY IN DESIGNATED CONCRETE TRUCK WASHOUT AREA. REMOVE AND PROPERLY DISPOSE OF

CONCRETE RESIDUE AT CONCLUSION OF CONSTRUCTION OR WHEN CONCRETE RESIDUE OCCUPIES 2/3 THE HEIGHT OF THE CONCRETE

TRUCK WASHOUT.

19. LIMIT THE NUMBER OF ON-SITE CONTRACTOR VEHICLES TO LIMIT ON SITE TRAFFIC AND OFF SITE TRACKING.

20. PERFORM AN INSPECTION OF ALL BMP'S BI-WEEKLY AND AFTER EVERY STORM EVENT. REPAIR ANY DEFICIENCIES NOTED IMMEDIATELY.

21. REPORT ANY AND ALL SPILLS IMMEDIATELY TO THE SITE SUPERINTENDENT. ALL SPILLS AND CONTAMINATED MATERIALS SHOULD BE

IDENTIFIED, STOPPED, ISOLATED, CLEANED UP AND LEGALLY DISPOSED.

22. UTILIZE WATER TRUCK AS NECESSARY FOR DUST CONTROL.

23. PROVIDE FINAL STABILIZATION OF ALL DISTURBED AREAS IN CONFORMANCE WITH THE LANDSCAPING PLAN.

CONCRETE TRUCK WASHOUT AREA

INLET PROTECTION

CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE

CONSTRUCTION STAGING AND MATERIAL STORAGE AREA

JOB SITE TRAILER, DEBRIS AND HAZARDOUS MATERIAL STORAGE AREA

PORTABLE TOILETS

TOPSOIL AND EARTHEN SPOILS STORAGE AREA

FLAG NOTES

AREA OF DISTURBANCE

DESCRIPTION AREA

AREA DISTURBED 1.25 ACRES

RESTRICT CONSTRUCTION

TRAFFIC, STOCKPILING

AND CONSTRUCTION

MATERIAL STORAGE FROM

DRAIN FIELD

CONSTRUCTION AREA

PORTABLE TOILET

JOBSITE TRAILER

INLET PROTECTION

FLOW DIRECTION

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STD. CURB & GUTTER (MODIFIED)1

C3.1

LAYOUT

DETAILS

6"

1'-6"

M

I N

M

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R

R

M

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R

BACKFILL WITH

TOPSOIL

6" DEPTH, 1" MINUS CRUSHED

BASE COURSE (SEE NOTE)

FINISHED STREET

SURFACE TO BE

" TO

" ABOVE GUTTER LIP

M

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BACKFILL WITH

TOPSOIL

FINISHED STREET

SURFACE TO BE

" TO

" ABOVE GUTTER LIP

NOTES:

1. FOR NEW STREET CONSTRUCTION,

EXTEND CRUSHED BASE COURSE TO THE

BACK OF THE CURB. MINIMUM THICKNESS OF

CRUSHED BASE COURSE BENEATH CURB

AND GUTTER SHALL BE 6". FOR CURB AND

GUTTER REPLACEMENT PROJECTS, PROVIDE

A MINIMUM OF 3" OF CRUSHED BASE COURSE

BENEATH NEW CURB AND GUTTER.

CONSTRUCTION

JOINT (WITHIN

RADIUS ONLY)

MINIMUM SPACE

BETWEEN JOINTS:

5.25' ON CURB &

GUTTER

6"

1'-6"

R

NOTE:

SPILL CURB

LOCATION ON SITE

PLAN SHEET C2.1

DESIGNATED AS

NOTE:

CATCH CURB

LOCATION ON SITE

PLAN SHEET C2.1

DESIGNATED AS

1-S C3.1

1-C

MPWSS STD DWG# 02528-1

C3.1

CURB TAPER2 CONCRETE PAVEMENT (ALT. A-1)4

ASPHALT PAVEMENT REPAIR6 BOULEVARD CONCRETE DRIVEWAY7

PERPENDICULAR RAMP8 CONCRETE SIDEWALK BUILDING CONCRETE SIDEWALK9 11

NOT TO SCALE NOT TO SCALE NOT TO SCALE

NOT TO SCALE

NOT TO SCALE NOT TO SCALENOT TO SCALE

TOP OF CURB

FLOW LINE

ADJACENT

SIDEWALK OR

FINISH GRADE

SLOPE TRANSITION

FROM 6" CURB FACE

TO 0" CURB FACE.

ADJACENT

SIDEWALK OR

GRADE

FLOW LINE

TOP OF CURB

CONCRETE PAVEMENT

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

CONCRETE VALLEY GUTTER5 NOT TO SCALE

REINFORCE WITH #4

REBAR CONTINUOUS

M4000 CONCRETE

VALLEY GUTTER

3.00

ADJACENT

PAVEMENT

ADJACENT

PAVEMENT

NON-WOVEN GEOTEXTILE

SEPARATION FABRIC

MEETING THE REQUIREMENTS

OF SECTION 716 FOR HIGH

SURVIVABILITY OF THE

MONTANA DOT STANDARD

SPECIFICATIONS.

NOT TO SCALE

M4000 CONCRETE SIDEWALK

M4000 CONCRETE SIDEWALK

RECESS EXTERIOR SIDEWALK

AROUND PERIMETER OF BUILDING

1" BELOW FINISH FLOOR EXCEPT AT

DOORWAYS RAMP UP TO

" BELOW

FINISH FLOOR SEE GRADING PLAN

C2.2

XPS POLYSTYRENE INSULATION, SEE

ARCHITECTURAL PLANS

MPWSS STD DWG# 02529-5A

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

COMPACT 1" MINUS

CRUSHED BASE COURSE

±2 PERCENT OF ITS

OPTIMUM MOISTURE

CONTENT TO 98

PERCENT OF ITS

MAXIMUM DRY DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

ASPHALT PAVEMENT3NOT TO SCALE

ASPHALT PAVEMENT

GRADE 58-28

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

NOTES:

1. INSTALL PREFORMED EXPANSION JOINT FILLER AT ALL EXPANSION JOINTS, FOR THE FULL THICKNESS OF THE

SIDEWALK AND USE AT ALL JOINTS BETWEEN CONCRETE SIDEWALK AND STRUCTURES IN PLACE.

2. CONSTRUCT ALL JOINTS STRAIGHT AND PERPENDICULAR TO THE CENTERLINE AND SURFACE OF THE

SIDEWALK. WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO

OUTLINE ALL PANELS IN THE SIDEWALK, WHICH ARE TO BE, SO FAR AS POSSIBLE, SQUARE. THE LENGTHS OF

THE PANELS ARE DETERMINED BY THE WIDTH OF THE SIDEWALK.

3. PROVIDE TOOLED CONTRACTION JOINTS 1/8" (MIN.) TO 1/4" (MAX.) WIDE AND NO LESS THAN 1" IN DEPTH.

CONTRACTION JOINTS MAY BE CUT BY A GROOVE FORMING TOOL.

4. LOCATE EXPANSION JOINTS EVERY 100-FT (±30 FT) AT INTERVALS EQUAL TO THE NEAREST MULTIPLE OF THE

CONTRACTION JOINT INTERVAL.

R

6" DEPTH, 1" MINUS CRUSHED

BASE COURSE (SEE NOTE)

M

I N

NOTES:

1. CONSTRUCT ALL JOINTS STRAIGHT AND PERPENDICULAR TO THE CENTERLINE AND SURFACE OF THE

PAVEMENT. WHERE PRACTICAL, ALIGN ALL JOINTS WITH LIKE JOINTS IN ADJOINING WORK. USE JOINTS TO

OUTLINE ALL PANELS IN THE PAVEMENT, WHICH ARE TO BE, SO FAR AS POSSIBLE, SQUARE. THE LENGTHS OF

THE PANELS ARE NOT TO EXCEED 10-FEET.

2. PROVIDE TOOLED CONTRACTION JOINTS 1/8" (MIN.) TO 1/4" (MAX.) WIDE AND NO LESS THAN 1.5" IN DEPTH.

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EXISTING ASPHALT

PAVEMENT

2' MIN

ASPHALT

PAVEMENT

CONCRETE CURB

AND GUTTER OR

DRIVE APPROACH

POUR CONCRETE CURB AND GUTTER AGAINST

EXISTING PAVEMENT EDGE WHERE POSSIBLE.

IF CLEAN PAVEMENT EDGE CANNOT BE

OBTAINED SAWCUT REMOVE AND REPLACE

EXISTING PAVEMENT AS DIRECTED

COMPACT MINIMUM 3" OF 1" MINUS

CRUSHED BASE COURSE ±2

PERCENT OF ITS OPTIMUM

MOISTURE CONTENT TO 95

PERCENT OF ITS MAXIMUM DRY

DENSITY.

REFER TO ARCHITECTURAL

SHEETS FOR BUILDING

INSULATION AND TREATMENT

M

A X

6" CURB RETURNS

6.00

0.50, TYP.

6" CONCRETE

CURB & GUTTER

LIP OF GUTTER

LANDING

(4-FT. MIN)

RAMP

7.50

(1:12 MAX)

LANDING

4-FT MIN.

4"

4"

6"

6"

GUTTER

6" CURB RETURN (1 OF 2)

GRAVEL BASE

A

A

SECTION A-A

DROPOFF SIDEWALK (WITH CURB)10 NOT TO SCALE

" COMPACT 1" MINUS CRUSHED BASE

COURSE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO

98 PERCENT OF ITS MAXIMUM DRY

DENSITY.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

SCARIFY UPPER 2-FEET, AND MOISTURE CONDITION TO

WITHIN 2-3 PERCENT OF ITS OPTIMUM MOISTURE

CONTENT AND UNIFORMLY COMPACT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

6"

5"

M4000

CONCRERE

SIDEWALK

C3.1

MONOLITHIC CURB TO

MATCH 1ST STARIWAY

TREAD HEIGHT

2"

NON-WOVEN GEOTEXTILE

SEPARATION FABRIC MEETING THE

REQUIREMENTS OF SECTION 716

FOR HIGH SURVIVABILITY OF THE

MONTANA DOT STANDARD

SPECIFICATIONS.

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LAYOUT

DETAILS

PARALLEL CURB RAMP1 NOT TO SCALE

8.3% MAX

MAX CROSS SLOPE

1.5%

NO LIP. GUTTER OR PAVEMENT

SLOPE AWAY FROM RAMP 2% MAX.

SIDEWALK

RETAINING WALL

"RETAINING WALL

RAMP RAMP

SLOPE 8.3% MAX

SLOPE 8.3% MAX

LANDING

SLOPE 1.5%

SECTION B-B'

SECTION A-A'

A

1.5% MAX

B

8.3 MAX

B'

RETAINING WALL

CAST INTEGRAL

WITH RAMP

6' 2'

ACCESSIBLE PARKING2 NOT TO SCALE

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PARKING STRIPE

2" WIDTH, YELLOW

SYMBOL; PAINT

ACCESSIBILITY

INTERNATIONAL

YELLOW

STRIPES IN NON-

4" WIDTH, YELLOW

PARKING AREAS

10'-0" 10'-0"

10'-0" 10'-0"

C3.2

ACCESSIBLE PARKING SIGN3 NOT TO SCALE

SIGN: MUTCD (R7-8), GREEN

LETTERING, ARROW & BORDER,

SEE DIVISION 10 SPECIFICATIONS

WHITE SYMBOL ON BLUE

SQUARE

WHITE BACKGROUND

12"

MUTCD R7-8P, GREEN

LETTERING, WHITE

BACKGROUND AT VAN

ACCESSIBLE LOCATIONS

60" MIN. OR 84" WHEN

PEDESTRIAN

PATH FROM CAR TO

WALK PASSES

BY OR UNDER THE

SIGN

FINISH GRADE

2"X2" GALVANIZED SQUARE

STEEL POST. (12 GAUGE,

PERFORATED)

2-1/2"X 2-1/2" X 30"

GALVANIZED SQUARE

ANCHOR (7 GAUGE)

2 BAGS REDI-MIX TO ENCASE

ANCHOR. TOP OF CONCRETE SHALL

BE 3" BELOW FINISH GRADE.

8" x 3' ROUND

CONCRETE COOKIE

RAM-NEK JOINT

SEALANT

CAST IRON FRAME

AND COVER,

SLIP HUB TO

THREADED

ADAPTOR

45° BEND

4" PVC PIPE

4" PVC PIPE

THREADED

PLUG

NON-SHRINK GROUT

BACKFILL

SANITARY SEWER CLEANOUT4

UTILITY TRENCH5 NOT TO SCALE

WATER SERVICE6 NOT TO SCALE

FIRE SERVICE7 NOT TO SCALE

THRUST BLOCK 8 NOT TO SCALE

PARALLEL RAMP

C3.2

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F P h i f f a i n i c

"$100 FINE" SIGN PANEL

3RD RAMP LEG W/CURB

RETURNS, SLOPE PER PLAN

A

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C3.3

LAYOUT

DETAILS

3-RISER CONCRETE STAIR1 NOT TO SCALE

1.5±0.5% MAX

SLOPE AT

LANDING

1.00

17"

1.00

9"

12" LONG, #4 REBAR DOWELS, CENTER

W/ SIDEWALK SLAB; SPACE AT 2' O.C.,

TYPICAL TOP AND BOTTOM OF STAIRS

EXPANSION JOINT, 3/8" BITUMINOUS

RECESS AND CAULK, TOP

AND BOTTOM OF STAIRS, TYP.

6" DEPTH COMPACTED 1"

MINUS CRUSHED GRAVEL BASE

#4 REBAR, 12" O.C. EACH WAY

NO. 4 REBAR AT NOSE OF TREAD,

TYP. MIN CLEARANCE 1-1/2".

R

I S

E R

H

E I G

H T

SLOPE RISER

" PER FOOT

SEE ARCHITECTURAL PLANS FOR

RAILING DETAILS AND SCHEDULE.

REMOVE ALL UNDOCUMENTED FILL, TOPSOIL AND

ORGANICS. PRIOR TO BASE COURSE PLACEMENT,

COMPACT NATIVE SUBGRADE ±2 PERCENT OF ITS

OPTIMUM MOISTURE CONTENT TO 95 PERCENT OF

ITS MAX DRY DENSITY PER ASTM D698.

SECTION 02112 - REMOVAL OF EXISTING PAVEMENT, CONCRETE CURB, SIDEWALK, DRIVEWAY AND/OR STRUCTURES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY.

SECTION 02113 - ADJUSTING EXISTING MANHOLES, LAMPHOLES, INLETS, WATER VALVE BOXES, WATER SERVICES, AND FIRE

HYDRANTS TO GRADE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY.

SECTION 02114 RELOCATING OR REMOVING UTILITY POLES, STREET SIGNS AND MAILBOXES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.J - REVISE TO READ “REMOVE ALL SIGNS DESIGNATED FOR REMOVAL WITHOUT DAMAGING THE SIGNS. SALVAGE AND DELIVER ALL SUCH DAMAGED SIGNS TO THE OWNER.”

3.3 - MAILBOXES - DELETE IN ITS ENTIRETY

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.1.B.4 - COORDINATE ALL REQUIRED UTILITY RELOCATIONS WITH UTILITY COMPANY PRIOR TO COMMENCEMENT OF CONSTRUCTION.

3.1.I - REVISE TO READ "RE-SOD OR RESEED, AS SPECIFIED IN THE CONTRACT DOCUMENTS.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02230 STREET EXCAVATION, BACKFILL AND COMPACTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.A.1 - DELETE IN ITS ENTIRETY

2.3.B.3 - SAND FILL THAT CONTAINS GRAVEL SHOULD HAVE 100 PERCENT PASSING THE 2-INCH SIEVE. IF LEAN CLAY IS USED IT SHOULD HAVE A LIQUID LIMIT OF 40 OR LESS. FAT CLAY

SHOULD NOT BE USED FOR FILL.

3.1.A - REPLACE "REMOVE UNSUITABLE MATERIAL TO AT LEAST 12 INCHES BELOW SUBGRADE ELEVATION." WITH "REMOVE UNSUITABLE MATERIAL TO AT LEAST 24 INCHES BELOW

SUBGRADE ELEVATION".

3.4.B.1 - REVISE COMPACTION REQUIREMENTS FROM 95% TO 98% FOR FILLS LESS THAN 1 FOOT BELOW FINAL SUBGRADE ELEVATION.

3.4.G - PROOF ROLL FINAL SUBGRADE WITH A HEAVY WHEELED VEHICLE SUCH AS A LOADED DUMP TRUCK TO DETECT SOFT SPOTS. STABILIZE SOFT SPOTS PRIOR TO PLACING BASE

COURSE.

3.6.A - REVISED TO READ “FURNISH DUST CONTROL AS INDICATED IN THE STORM WATER POLLUTION PREVENTION PLAN PREPARED BY THE CONTRACTOR.”

3.7.C.1 - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

3.8.B.1 - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

3.8.B.2 - REMOVE REFERENCE TO SECTION 01500.

3.9.E - REVISE COMPACTION REQUIREMENTS THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02234 SUB BASE COURSE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.1 - REVISE TO READ “PROVIDE DENSITY TESTING IN CONFORMANCE WITH TABLE 3 OF THE PROJECT GEOTECHNICAL REPORT.”

3.3.A - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02235 CRUSHED BASE COURSE

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

1.3.1 - REVISE TO READ “PROVIDE DENSITY TESTING IN CONFORMANCE WITH THE PROJECT GEOTECHNICAL REPORT.”

3.2.G - REMOVE REFERENCE TO SECTION 01500.

3.3.C - REVISE COMPACTION REQUIREMENTS TO THOSE LISTED IN THE PROJECT GEOTECHNICAL REPORT.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02510 ASPHALT CONCRETE PAVEMENT

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

2.3.A.1 - UTILIZE GRADE (PGAB) PG 58-28.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02515 PORTLAND CEMENT CONCRETE PAVEMENT

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.4.B - ADD "PROVIDE 1.5# FIBERMESH 300-e3 REINFORCEMENT FOR PORTLAND CEMENT CONCRETE PAVEMENT."

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02528 CONCRETE CURB AND GUTTER

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.C - REVISE TO READ “PLACE AND COMPACT GRAVEL BASE MATERIAL TO A FIRM EVEN SURFACE IN CONFORMANCE WITH CONTRACT DOCUMENTS AND REQUIREMENTS OF THE

PROJECT GEOTECHNICAL REPORT.”

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02529 CONCRETE SIDEWALKS, DRIVEWAYS, APPROACHES, CURB TURN FILLETS, VALLEY GUTTERS AND MISCELLANEOUS NEW

CONCRETE CONSTRUCTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

3.2.B - REVISE TO READ “PLACE AND COMPACT GRAVEL BASE MATERIAL TO A FIRM EVEN SURFACE IN CONFORMANCE WITH CONTRACT DOCUMENTS AND REQUIREMENTS OF THE

PROJECT GEOTECHNICAL REPORT.”

3.4.B - ADD "PROVIDE 1.5# FIBERMESH 300-e3 REINFORCEMENT FOR ALL SIDEWALKS, DRIVEWAYS AND APPROACHES."

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02581 PAVEMENT MARKINGS AND MARKERS (PRE-FORMED PLASTIC, PAINTS AND ENAMELS)

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

2.1 - DELETE IN ITS ENTIRETY

2.2.C - DELETE IN ITS ENTIRETY

2.2.D - DELETE IN ITS ENTIRETY

2.2.E - DELETE REFERENCE TO SUBSECTION 714.05.

2.2.F.5 - REVISE TO READ “APPLY TRAFFIC PAINT AT 15 MILS WET THICKNESS IN A SINGLE APPLICATION.”

3.1 - DELETE IN ITS ENTIRETY

3.2.C - REVISE TO READ “BEFORE APPLYING PAINT, MARK THE ROADWAY OR PAVEMENT SURFACE BETWEEN CONTROL POINTS ESTABLISHED BY THE CONTRACTOR”.

3.2.K - DELETE IN ITS ENTIRETY

3.2.M - REVISE TO READ “APPLY (2) FULL APPLICATIONS OF THE SPECIFIED STRIPING. APPLY THE SECOND APPLICATION A MINIMUM OF 30 DAYS AFTER THE FIRST APPLICATION.”

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02660 WATER DISTRIBUTION

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02720 STORM DRAIN SYSTEMS

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 02730 SANITARY SEWER COLLECTION SYSTEM

REPLACE "ENGINEER" WITH "OWNERS REPRESENTATIVE" IN ALL OCCURRENCES.

PART 4: MEASUREMENT AND PAYMENT - DELETE IN ITS ENTIRETY

SECTION 03310 STRUCTURAL CONCRETE

ADD 1.1.B - STRUCTURAL CONCRETE AS DESCRIBED IN THIS SECTION IS ONLY FOR CONCRETE FLATWORK LOCATED OUTSIDE OF THE BUILDING AND SHOULD NOT BE UTILIZED FOR ANY BUILDING RELATED CONCRETE CONSTRUCTION. COMPLETE ALL BUILDING RELATED CONCRETE CONSTRUCTION IN CONFORMANCE WITH THE ARCHITECTURAL AND STRUCTURAL

ENGINEERING PLANS AND SPECIFICATIONS.

ADD 2.2.1.A.1 - USE TYPE I-II MODIFIED CEMENT FOR SULFATE RESISTANCE WITH A TRICALCIUM ALUMINATE CONTENT OF NOT MORE THAN 8 PERCENT, CONCRETE SHOULD CONTAIN AT LEAST 20 PERCENT CLASS F FLY ASH, PROVIDE AIR-ENTRAINMENT OF 4-7 PERCENT BY VOLUME AND LOWER THE WATER CEMENT RATION TO 0.4-0.45 IN CONFORMANCE WITH THE

PROJECT GEOTECHNICAL REPORT.

ADD 2.2.1.A.2 - DUE TO A HIGH POTENTIAL FOR SULPHATE ATTACK, USE TYPE V PORTLAND CEMENT WITH A RELATIVELY LOW WATER-CEMENT RATIO IN CONFORMANCE WITH THE

RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.

3.7.2.A - REVISE TO READ “THE CONTRACTOR OR THEIR MATERIALS TESTING COMPANY SHALL, DURING EACH DAY'S PLACEMENT, CHECK THE CONSISTENCY OF THE CONCRETE BY SLUMP TEST. A SLUMP TEST WILL ALSO BE MADE EACH TIME THE STRENGTH SPECIMENS ARE MADE. SLUMP TESTS ARE PERFORMED MEETING ASTM C143 “METHOD OF TEST FOR THE SLUMP OF

PORTLAND CEMENT CONCRETE.”

PART 4.1 - DELETE IN ITS ENTIRETY

NON-PROPRIETARY SPECIFICATION

REFERENCES IN THE SPECIFICATIONS AND PLANS TO EQUIPMENT, MATERIAL, ARTICLES, OR PATENTED PROCESSES BY TRADE NAME, MAKE, OR CATALOG NUMBER, SHALL BE REGARDED AS ESTABLISHING A STANDARD OF QUALITY AND SHALL NOT BE CONSTRUED AS LIMITING COMPETITION. THE CONTRACTOR MAY, AT ITS OPTION, USE ANY EQUIPMENT, MATERIAL, ARTICLE, OR PROCESS THAT, IN THE JUDGMENT OF THE CONTRACTING OFFICER, IS EQUAL TO THAT NAMED IN THE SPECIFICATIONS, UNLESS OTHERWISE SPECIFICALLY PROVIDED IN THIS

CONTRACT.

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BY BRANDON JANSHEN

DATE

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Revisions

F P h i f f a i n i c

SIGN POST2

REFER TO SPECIFICATIONS

FOR "EMPLOYEES ONLY"

SIGN PANEL, SEE DIVISION 10

SPECIFICATIONS

M

I N

FINISH GRADE

2"X2" GALVANIZED SQUARE

STEEL POST. (12 GAUGE,

PERFORATED)

2-1/2"X 2-1/2" X 30"

GALVANIZED SQUARE

ANCHOR (7 GAUGE)

2 BAGS REDI-MIX TO ENCASE

ANCHOR. TOP OF CONCRETE SHALL

BE 3" BELOW FINISH GRADE.

1"

FINISH GRADE

IN CONCRETE

ENCASE PIPE

GRAVEL FILL

FOOTING

16" DIA.

STEEL PIPE; FILL

SAFETY YELLOW

WITH CONCRETE

6"Ø SCHEDULE 40

12"

WHERE APPLICABLE

FROM BUILDING WALL

MINIMUM DISTANCE

COMPACTED

AND ROUND TOP

BOLLARD SLEEVE

BOLLARD3 NOT TO SCALE

NOT TO SCALE

SEE SPECIFICATION

SECTION 10

AutoCAD SHX Text 4/8/2019

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SLOPE

L1.1

LANDSCAPE

PLAN

PLANTING PLAN1 SCALE: 1" = 20'-0"

PLANT SCHEDULE

MATURE

SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE ROOT NOTES HEIGHT WIDTH

DECIDUOUS TREES

CBB 2 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2" CAL. B&B 15-20' 15-20'

GSK 4 GLEDITSIA TRIACANTHOS 'SKYCOLE' SKYLINE HONEYLOCUST 2" CAL. B&B 35-45' 25-35'

TAR 5 TILIA AMERICANA 'REDMOND' REDMOND LINDEN 2" CAL. B&B 30-35' 20-25'

CONIFEROUS TREES

PFV 3 PINUS FLEXILIS 'VANDERWOLF'S PYRAMID' VANDERWOLF PINE 8-10' HGT. B&B SPECIMEN GRADE 20-30' 10-15'

DECIDUOUS SHRUBS

CFI 10 CORNUS STOLONIFERA 'FARROW' ARCTIC FIRE DOGWOOD #5 CONTAINER 3-4' 3-4'

PJK 20 POTENTILLA FRUTICOSA 'JACKMANII' JACKMAN POTENTILLA #5 CONTAINER 3-4' 3-4'

POL 10 PHYSOCARPUS OPULOFOLIUS 'DONNA MAY' LITTLE DEVIL NINEBARK #5 CONTAINER 3-4' 3-4'

CONIFEROUS SHRUBS

JBA 7 JUNIPERUS VIRGINIANA 'BLUE ARROW' BLUE ARROW JUNIPER #15 CONTAINER 12-15' 3-4'

JCA 25 JUNIPERUS HORIZONTALIS 'MONDAP' ALPINE CARPET JUNIPER #5 CONTAINER 6-8" 3-4'

PAN 11 PICEA ABIES 'NIDIFORMIS' BIRD'S NEST SPRUCE #5 CONTAINER 3-5' 4-6'

PVC 7 PINUS MUGO 'VALLEY CUSHION' VALLEY CUSHION MUGO PINE #5 CONTAINER 1-2' 3-4'

PERENNIALS & ORNAMENTAL GRASSES

BES 26 RUDBECKIA HIRTA 'GOLDSTURM' GOLDSTURM BLACK-EYED SUSAN #1 CONTAINER SPACING AT 24" O.C. 20-24" 18-24"

CKF 10 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER'…