Attachment 19 - Civil Drawings 2-4.pdf

PDF 9 MB Posted

Attached to
Y1DZ--463-301 Construct Mental Health Building and Surface Parking Alaska (VA-22-00023262)
Solicitation number
36C77622B0047
Issued by

About this file

Written by GovTribe AI ·

This package of construction drawings and specifications is for a project to construct a new mental health building addition and surface parking lot at the Alaska VA Healthcare System Muldoon Clinic in Anchorage, Alaska. The project involves constructing a new two-story building addition and associated site improvements including additional parking spaces, sidewalks, signage and landscaping. Site utilities include new domestic water and fire suppression lines, storm drainage systems, and electrical site lighting. Construction will include site preparation, paving, flatwork, landscaping and utilities. Bidders are advised to carefully review all provided drawings and specifications covering architectural, civil, structural and MEP scopes of work required to complete the project.

The solicitation for this design-bid-build project is being conducted by the Department of Veterans Affairs Technology Acquisition Center in Austin, Texas. Interested contractors should monitor the federal business opportunities website for release of the solicitation and respond in accordance with the instructions and deadlines provided. The construction drawings and specifications are intended to provide bidders with the necessary information on project scope and technical requirements to submit a responsive bid for the planned construction.

View the file

Other files

File Type Posted
0005 Attachment 1 - Anchorage AK Wage Rates.pdf PDF
36C77622B0047 0005.docx DOCX document
0004 Attachment 1 -Construct Mental Health Facility Question Responses 2.pdf PDF
36C77622B0047 0004.docx DOCX document
36C77622B0047 0003.docx DOCX document
0003 Attachment 1 - Geotechnical Assessment - VA Anchorage Mental Health - Submitted.pdf PDF
0003 Attachment 3 - VA fire protection manual.pdf PDF
0003 Attachment 2 - Geotech and Environmental Assessment Bldg 100.pdf PDF
Amendment 0002 36C77622B0047.pdf PDF
0002 Alaska Mental Health Facility - Bidder Question Responses.pdf PDF
36C77622B0047 0001.pdf PDF
Attachment A - Site Visit Sign in - Alaska.pdf PDF
36C77622B0047 0001.docx DOCX document
Attachment 2 - Specifications-VOL_2.pdf PDF
Attachment 20 - Civil Drawings 3-4.pdf PDF
Attachment 6 - Gen Drawings 3-4.pdf PDF
Attachment 21 - Civil Drawings 4-4.pdf PDF
Attachment 14 - Structural Drawings.pdf PDF
Attachment 17 - Fire_Protection_Drawings.pdf PDF
Attachment 24 - Limitations on Subcontracting - Construction.pdf PDF
Attachment 22 - JA Brand Name.pdf PDF
Attachment 18 - Civil Drawings 1-4.pdf PDF
Attachment 10 - Architectural Drawings 3-5.pdf PDF
Attachment 13 - Electrical Drawing.pdf PDF
Attachment 7 - Gen Drawings 4-4.pdf PDF
Attachment 8 - Architectural Drawings 1-5.pdf PDF
Attachment 5 - Gen Drawings 2-4.pdf PDF
Attachment 1 - Specifications-VOL_1.pdf PDF
Attachment 9 - Architectural Drawings 2-5.pdf PDF
Attachment 23 - COVID-19 Safety Protocols.pdf PDF
Attachment 4 - Gen Drawings 1-4.pdf PDF
Attachment 3 - Specifications-VOL_3.pdf PDF
36C77622B0047_1.docx DOCX document
Attachment 25 - Contractor Safety - Environmental Form.pdf PDF
Attachment 12 - Architectural Drawings 5-5.pdf PDF
Attachment 11 - Architectural Drawings 4-5.pdf PDF
Attachment 16 - Mechanical_Drawings.pdf PDF
Attachment 15 - Plumbing_Drawings.pdf PDF
Show all 38

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W

W

W

W

WATER PIPE SCHEDULE

LINE

P101

P103

P100

P102

P104

P105

P106

P107

BEARING

N90° 00' 00.00"E

N22° 42' 07.62"E

N62° 14' 57.19"W

N90° 00' 00.00"E

N00° 00' 00.01"E

N61° 29' 40.29"W

N00° 00' 00.00"E

N00° 00' 00.00"E

PIPE

12" DI CL-52

Ductile Iron Pipe

12" DI CL-52

Ductile Iron Pipe

Ductile Iron Pipe

Ductile Iron Pipe

Ductile Iron Pipe

Ductile Iron Pipe

LENGTH

43.46

237.60

15.52

60.93

45.93

16.86

8.19

19.10

START NORTHING

107534.6404

107534.6404

107534.6404

107534.6404

107534.6404

107580.5674

107534.6404

107542.8319

START EASTING

121594.4012

121698.7940

121594.4012

121637.8607

121637.8607

121637.8607

121629.2979

121629.2979

END NORTHING

107534.6404

107753.8351

107541.8647

107534.6404

107580.5674

107588.6128

107542.8319

107561.9299

END EASTING

121637.8607

121790.4947

121580.6704

121698.7940

121637.8607

121623.0463

121629.2979

121629.2979

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CU-103

DOMESTIC WATER-FIRE SUPPRESSION

ALIGNMENT AND PROFILE

1"=20'

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text

MW

AutoCAD SHX Text C.O.

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VAN

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

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AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

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AutoCAD SHX Text 8'

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AutoCAD SHX Text 4'

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CLINIC ADDITION FFE = 229.00'

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EXISTING VA CLINIC

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F&I NEW FIRE HYDRANT ASSEMBLY STA 0+50.42 (PIPE)

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POTHOLE TO EXISTING 12" WATER MAIN AND CONNECT

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N. MULDOON RD

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EXISTING 12" DIP WATER MAIN TO BE ABANDONED IN PLACE

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CU-104

DOMESTIC WATER-FIRE SUPPRESION

CROSS SECTIONS

1"=20'

TRENCH NOTES:

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

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AutoCAD SHX Text 16'

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AutoCAD SHX Text 1/8'' = 1'-0''

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AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

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AutoCAD SHX Text 2'

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AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

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AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

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AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

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EXISTING GROUND SURFACE OPPOSITE SIMILAR WHERE BOTH SIDES ARE PAVED.

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PAY LIMITS

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UNDISTURBED MATERIAL

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SEE NOTE 1

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1. SLOPE TRENCH WALLS ACCORDING TO THE SOIL CONDITIONS AND O.S.H.A. SAFETY STANDARDS. SLOPE TRENCH WALLS ACCORDING TO THE SOIL CONDITIONS AND O.S.H.A. SAFETY STANDARDS. INDICATED SLOPE IS FOR PAY QUANTITY DETERMINATION ONLY TO THE LIMITS OF RIGHT-OF-WAY. 2. PROVIDE TRENCH SHORING AS NEEDED TO SUPPORT EXCAVATION. PROVIDE TRENCH SHORING AS NEEDED TO SUPPORT EXCAVATION. 3. THE PIPE SHALL BE CONSTRUCTED AT THE LOCATION INDICATED ON THE PLANS. SURFACE THE PIPE SHALL BE CONSTRUCTED AT THE LOCATION INDICATED ON THE PLANS. SURFACE IMPROVEMENTS SUCH AS STREET, CURB, AND SIDEWALK SHALL BE RECONSTRUCTED TO THEIR EXISTING LOCATION AND GRADE BASED UPON THE PRECONSTRUCTION SURVEY. 4. CROSS SECTION AT DOMESTIC/FIRE PROTECTION WATER LINE.CROSS SECTION AT DOMESTIC/FIRE PROTECTION WATER LINE.

AutoCAD SHX Text

AutoCAD SHX Text

CU104

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PAVEMENT REPAIR SECTION, TYP.

AutoCAD SHX Text N.T.S.

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METALLIC WARNING TAPE

AutoCAD SHX Text

CLASS E BEDDING MATERIAL @ 95% COMPACTION

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SEE DETAIL 2 OF THIS SHEET FOR PAVEMENT DETAILS

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OF TRENCHOF TRENCH

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AutoCAD SHX Text 1.5

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VARIES

AutoCAD SHX Text

3' MIN

AutoCAD SHX Text DIP PIPE, AS SHOWN ON DRAWINGS WITH DETECTABLE UNDERGROUND WARNING TAPE AS SPECIFIED PER MASS.

AutoCAD SHX Text

2" A.C. PAVEMENT (CLASS E)

AutoCAD SHX Text

2" LEVELING COURSE

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REPLACE EXISTING MATERIAL OR PROVIDE SELECTED MATERIAL, TYPE C

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SELECTED MATERIAL, TYPE A

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SAWCUT & TACK COAT

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6" AGGREGATE BASE COURSE, GRADING D-1

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6" HMA, TYPE II: CLASS A APPLY TACK COAT BETWEEN EACH LIFT

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12" TYPE IIA CLASSIFIED FILL AND BACKFILL

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18" TYPE II (MIN) 95% MAX DENSITY

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REPLACE WITH NATIVE EXCAVATED MATERIALS COMPACTED TO 95% DENSITY.

AutoCAD SHX Text 12"

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24" MIN (MATCH EXIST. THICKNESS)

AutoCAD SHX Text

AutoCAD SHX Text

CU104

AutoCAD SHX Text

UTILITY TRENCH - TYPICAL

AutoCAD SHX Text N.T.S.

OF TRENCHOF TRENCH

W

W

G

G

G

G

G

S-10

EXIST. SDMH

STRUCTURE KEY NOTES

STRUCTURE DETAILS CONNECTED PIPES

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CU-105

STORMWATER ALIGNMENT AND PROFILE

1"=20'

AutoCAD SHX Text C.O.

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

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AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

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AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

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EXISTING VA CLINIC

AutoCAD SHX Text

EXISTING 18" CPEP

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PROPOSED GAS SERVICE

CLINIC ADDITION FFE = 229.00'

CU106

STORMDRAIN MANHOLE DETAIL

CU106

PRE-CAST

CU106

STORMDRAIN & CATCHBASIN MANHOLE NOTES

CU106

MANHOLE RIM ADJUSTMENT

LOCATION E F

E

F

CU106

COVER, INLET GRATE & FRAME

COVER-GRATE-FRAME NOTES

(MASS DTL 55-11)

(MASS DTL 55-10)

(MASS DTL 55-9)

CATCHBASIN & SD MANHOLE

MANHOLE FRAME INLET GRATE

MANHOLE COVER

CU106

CULVERT DETAIL

PROFILE

GS311

GS311

CU106

DITCH SECTION

CU106

INSULATION AT PIPE CROSSING

PLAN

SECTION A-A

A A

SILT FENCE NOTES:

CULVERT NOTES:

TYPICAL TRENCH SECTION

CULVERT NOTES:

CU106

TRENCH DETAIL

TRENCH NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CU-106

STORMWATER CROSS SECTIONS

1"=20'

AutoCAD SHX Text

APPROXIMATE SCALE:

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NTS

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FINISH GRADE

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AREAS

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LANDSCAPED

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ADJUSTING RINGS

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PRECAST CONCRETE

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(3 MAX.) 6" HIGH

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@ 90% DENSITY, MIN.

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USABLE BACKFILL

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PRECAST CONCRETE BASE

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3" MIN.

AutoCAD SHX Text 12"

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FINISH GRADE

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COVER & FRAME

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MANHOLE

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FIRELANE/WALKWAY

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TRAVELLED AREAS

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DIA.

AutoCAD SHX Text 25-1/2"

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48' DIA.

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CONCRETE

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PRECAST

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(INSIDE DIA.)

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48" MAX.

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24" MIN.

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MANHOLE FRAME

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ADJUSTMENT

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TYPE II CLASSIFIED BACKFILL

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@ 95% DENSITY, MIN.

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NO. 4 REBAR @ 12" OC,

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BOTH WAYS

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PRECAST CONCRETE

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REDUCING CONE

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12" MIN

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18" MIN

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1H:1V TYP

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6" MIN.

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18" MAX.

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STEPS @ 12" OC,

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INSTALL 90%%D TO FLOW

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TYPE II

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CLASSIFIED

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BACKFILL

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@ 95% DENSITY, MIN.

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REDUCING SLAB

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MASS DTL 55-14

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(SEE NOTE 2)

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MIN.

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MAX

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ECCENTRIC

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EXISTING SUBGRADE,

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SCARIFY & COMPACT

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APPROXIMATE SCALE:

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NTS

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GROUND LINE

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BACKYARDS, GRAVEL STREETS & ALLEY AREAS WHERE TRAVELLED

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UNDEVELOPED AND SWAMPY AREAS

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HIGHWAY R.O.W OUTSIDE TRAFFIC AREAS

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PAVED AREAS

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24" MIN

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AutoCAD SHX Text 6"-12"

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1. CONFORM TO MUNCIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS CONFORM TO MUNCIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) STANDARD DETAILS, LATEST EDITION: DETAIL 55-7: MANHOLE STEP DETAIL 55-8 MANHOLE STEP (ALTERNATE) DETAIL 55-14: REDUCING SLAB 2. CONFORM TO ASTM C470 & C478, LATEST EDITION. CONFORM TO ASTM C470 & C478, LATEST EDITION. 3. REINFORCEMENT STEEL FROM FIRST BARREL SECTION SHALL BE IMBEDDED IN REINFORCEMENT STEEL FROM FIRST BARREL SECTION SHALL BE IMBEDDED IN BASE SO BARREL SECTION IS CONNECTED WITH BASE. 4. PRIMARY LEADS NOT TO EXCEED 30" CMP* OR 27" RCP WITH INCLUDED PRIMARY LEADS NOT TO EXCEED 30" CMP* OR 27" RCP WITH INCLUDED ANGLE BETWEEN LEADS NO LESS THAN 135°%% OR PRIMARY LEAD NOT TOEXCEED 24" CMP OR 21" RCP WITH INCLUDED ANGLE LESS THAN 135°%%. (*INCLUDES PCMP & CPEP) 5. BLOCKOUTS TO BE FORMED. ENTIRE BLOCKOUT TO BE REMOVED AND BLOCKOUTS TO BE FORMED. ENTIRE BLOCKOUT TO BE REMOVED AND GROUTED SHUT AROUND PIPE. 6. RUNGS TO BE PLACED 12" ON-CENTER ON UNBOSTRUCTED SIDE OF RUNGS TO BE PLACED 12" ON-CENTER ON UNBOSTRUCTED SIDE OF MANHOLE, 18" MAX FROM BOTTOM OF MANHOLE & 6" MAX FROM TOP OF CONE. IF UNOBSTRUCTED SIDE NOT AVAILABLE, BOTTOM RUNG TO BE PLACED 6" OVER SMALLEST PIPE. 7. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4,000 PSI MINIMUM, COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4,000 PSI MINIMUM, EXCEPT BASE SLAB SHALL BE 3,000 PSI.

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APPROXIMATE SCALE:

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NTS

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MANHOLE COVER

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STORM

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3" LETTERS

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ASTM GRID PATTERN

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3/4" PICK HOLE

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DETAIL 55-11: MANHOLE FRAME

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DETAIL 55-10: MANHOLE COVER

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DETAIL 55-9: TOP INTAKE

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1. CONFORM TO MUNCIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS

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MANHOLE COVER

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(MASS) STANDARD DETAILS:

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APPROXIMATE SCALE:

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NTS

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CMP, CULVERT

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DITCH FLOWLINE

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EXISTING GROUND

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SECTIONS

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SEE NOTE 2

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CULVERT END

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PAVEMENT SECTION

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THAW PIPE SYSTEM

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SEE NOTE 1

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(SEE PLANS FOR SLOPE AND INVERT ELEVATIONS)

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(1.00% MINIMUM SLOPE)

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SERVICE DRIVE

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SECTION

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MAIN DRIVE

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SECTION

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APPROXIMATE SCALE:

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NTS

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TOPSOIL & SEEDING

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CENTER OF

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DTICH

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FINISH

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GRADE

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GRADE

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EXISTING

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4H:1V TYPICAL SLOPE

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(2H:1V MAX SLOPE)

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SEE LANDSCAPE

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APPROXIMATE SCALE:

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NTS

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WATER / SANITARY SEWER LINES

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CULVERT &

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STORM DRAIN LINE

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CULVERT &

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STORM DRAIN LINE

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6" THICK RIGID

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FINISH GRADE

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BOARD INSULATION

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MINIMUM

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SEPARATION

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SANITARY SEWER

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& WATER LINES

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CULVERT &

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STORM DRAIN LINE

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MINIMUM

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SEPARATION

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1. FILTER FABRIC SHALL BE CUT FROM A CONTINUOUS ROLL OF FABRIC. 2. JOINTS SHALL BE AT SUPPORT POSTS WITH A 6" MINIMUM OVERLAP. JOINTS SHALL BE AT SUPPORT POSTS WITH A 6" MINIMUM OVERLAP. 3. JOINTS SHALL BE KEPT TO A MINIMUM. JOINTS SHALL BE KEPT TO A MINIMUM. 4. REMOVE SEDIMENT/DEBRIS WHEN IT REACHES A HEIGHT OF 9".REMOVE SEDIMENT/DEBRIS WHEN IT REACHES A HEIGHT OF 9".

AutoCAD SHX Text

1. THAW PIPE SYSTEM SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-10.02, THAW PIPE SYSTEM SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-10.02, CULVERT THAW PIPE, STANDARD SINGLE THAW PIPE ASSEMBLY. 2. CULVERT END SECTIONS SHALL CONFORM TO ADOT/PF STANDARD DETAIL CULVERT END SECTIONS SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-06.01, END SECTIONS. 3. EXCAVATION SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE IN ACCORDANCE EXCAVATION SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE IN ACCORDANCE WITH APPLICABLE SAFETY STANDARDS. 4. CULVERT END MARKERS SHALL CONFORM TO ADOT/PF STANDARD DETAIL CULVERT END MARKERS SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-09.00, CULVERT MARKER POST.

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GEOTEXTILE FABRIC

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MIN.

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MIN.

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AutoCAD SHX Text 6"

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CULVERT

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1. THAW PIPE SYSTEM SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-10.02, THAW PIPE SYSTEM SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-10.02, CULVERT THAW PIPE, STANDARD SINGLE THAW PIPE ASSEMBLY. 2. CULVERT END SECTIONS SHALL CONFORM TO ADOT/PF STANDARD DETAIL CULVERT END SECTIONS SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-06.01, END SECTIONS. 3. EXCAVATION SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE IN ACCORDANCE EXCAVATION SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE IN ACCORDANCE WITH APPLICABLE SAFETY STANDARDS. 4. CULVERT END MARKERS SHALL CONFORM TO ADOT/PF STANDARD DETAIL CULVERT END MARKERS SHALL CONFORM TO ADOT/PF STANDARD DETAIL D-09.00, CULVERT MARKER POST.

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SIDE SLOPE, SEE NOTE 3

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FINISH GRADE (SEE PAVEMENT SECTION)

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CLASSIFIED FILL @ 95% MAX DENSITY, MIN.

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CLASS "B" BEDDING MATERIAL @ 95% MAX DENSITY, MIN.

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APPROXIMATE SCALE:

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NTS

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PIPE (O.D.)

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LANDSCAPING

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GEOTEXTILE

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FABRIC

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SEE NOTE 2

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CLASSIFIED FILL IN 24" LAYERS

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BACKFILL WITH TYPE II

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WET SOIL CONDITIONS AND

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OVEREXCAVATE FOR SOFT &

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@ 95% MAX DENSITY, MIN.

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MIN.

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MIN.

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@ 95% MAX DENSITY, MIN.

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TYPE II CLASSIFIED FILL

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USABLE BACKFILL

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@ 90% MAX DENSITY, MIN.

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CLASS "B" BEDDING MATERIAL

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PIPE

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@ 95% MAX DENSITY, MIN.

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ASPHALT CONCRETE PAVEMENT

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(MATCH THICKNESS, SEE NOTE 4)

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WARNING TAPE

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LANDSCAPED

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AREA

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PAVEMENT

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AREA

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SIDE SLOPE, SEE NOTE 1

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SEE NOTE 3.

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(MATCH THICKNESS, SEE NOTE 4)

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LEVELING COURSE

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@ 95% MAX DENSITY, MIN.

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18" TYPE IIA CLASSIFIED FILL

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@ 95% MAX DENSITY, MIN.

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MAXIMUM

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4" INSULATION BOARD

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(AS SHOWN ON SITE PLANS)

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1. SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE, AND IN ACCORDANCE SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE, AND IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY STANDARDS. 2. PLACE GEOTEXTILE FABRIC AROUND BEDDING MATERIAL WHEN SILTY SOILS PLACE GEOTEXTILE FABRIC AROUND BEDDING MATERIAL WHEN SILTY SOILS ARE ENCOUNTERED. 3. OVER-EXCAVATION OF MORE THAN 2 FEET BELOW BOTTOM OF PIPE OVER-EXCAVATION OF MORE THAN 2 FEET BELOW BOTTOM OF PIPE BEDDING CONSTITUTES "ADDITIONAL TRENCH EXCAVATION" AND SHALL BE DONE ONLY WITH WRITTEN APPROVAL BY THE RESIDENT ENGINEER. 4. MATCH PAVEMENT SECTIONS, SHEETS GS311 AND GS312.MATCH PAVEMENT SECTIONS, SHEETS GS311 AND GS312.

AutoCAD SHX Text

1. SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE, AND IN ACCORDANCE SIDE SLOPES SHALL BE AS VERTICAL AS POSSIBLE, AND IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL SAFETY STANDARDS. 2. PLACE GEOTEXTILE FABRIC AROUND BEDDING MATERIAL WHEN SILTY SOILS PLACE GEOTEXTILE FABRIC AROUND BEDDING MATERIAL WHEN SILTY SOILS ARE ENCOUNTERED. 3. OVER-EXCAVATION OF MORE THAN 2 FEET BELOW BOTTOM OF PIPE OVER-EXCAVATION OF MORE THAN 2 FEET BELOW BOTTOM OF PIPE BEDDING CONSTITUTES "ADDITIONAL TRENCH EXCAVATION" AND SHALL BE DONE ONLY WITH WRITTEN APPROVAL BY THE RESIDENT ENGINEER. 4. MATCH PAVEMENT SECTIONS, SHEETS GS311 AND GS312.MATCH PAVEMENT SECTIONS, SHEETS GS311 AND GS312.

AutoCAD SHX Text NOTES: 1. LIMITS OF EXCAVATION SHOWN ARE PAY LIMITS ONLY. SLOPE TRENCH WALLS ACCORDING TO LIMITS OF EXCAVATION SHOWN ARE PAY LIMITS ONLY. SLOPE TRENCH WALLS ACCORDING TO SOIL CONDITIONS AND O.S.H.A. SAFETY STANDARDS. 2. PROVIDE TRENCH SHORING AS NEEDED TO SUPPORT EXCAVATION AND STAY WITHIN ROW. PROVIDE TRENCH SHORING AS NEEDED TO SUPPORT EXCAVATION AND STAY WITHIN ROW. 3. DEPTH SHALL BE A MINIMUM OF 6" UNLESS THE PIPE DIAMETER IS 36" WHICH WILL REQUIRE DEPTH SHALL BE A MINIMUM OF 6" UNLESS THE PIPE DIAMETER IS 36" WHICH WILL REQUIRE 8" OF BEDDING MATERIAL. 4. PLACE LOCATOR TAPE PER MASS SECTION 20.13 ARTICLE 13.3.E.PLACE LOCATOR TAPE PER MASS SECTION 20.13 ARTICLE 13.3.E.

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

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AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

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AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

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AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

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AutoCAD SHX Text 8'

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2" LEVELING COURSE

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3" A.C. PAVEMENT (CLASS E)

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PORTABLE TRENCH

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LOCATOR TAPE SEE NOTE 4

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BEDDING MATERIAL, CLASS D.

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STORM DRAIN AS SHOWN ON DRAWINGS.

AutoCAD SHX Text 60 PSI EXTRUDED POLYSTYRENE INSULATION MINIMUM 6" OVER TOP OF OF PIPE WHERE LESSS THAN 4' OF COVER.

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EXISTING GROUND SURFACE

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PAY LIMITS

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UNDISTURBED MATERIAL

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SEE NOTE 1

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PAYMENT WIDTH FOR TRENCH

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OF TRENCHOF TRENCH

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VARIES

AutoCAD SHX Text REPLACE WITH EXISTING MATERIAL TYPE III SPECIFICATIONS OR IMPORTED TYPE II MATERIAL AS DIRECTED BY ENGINEER, COMPACTED TO 95% DENSITY.

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AutoCAD SHX Text 1.5

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CU106

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NTS

STORM DRAIN TRENCH SECTION

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-101

1"=10'

PAVING PLAN LEGEND

PAVING PLAN KEY NOTES

PAVING PLAN - BUILDING AREA

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MW

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MW

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MW

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VAN

AutoCAD SHX Text 1/2'' = 1'-0''

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AutoCAD SHX Text 16'

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

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AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 3/8'' = 1'-0''

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

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AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

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AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

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PROPOSED ADDITION

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EXISTING VA CLINIC

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N. MULDOON RD

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APPROXIMATE WORK-ZONE BOUNDARY

AutoCAD SHX Text CONSTRUCT CONCRETE SIDEWALK INSTALL TACTILE WARNING PAD CONSTRUCT TYPE I CURB AND GUTTER CONSTRUCT VALLEY GUTTER INSTALL CONCRETE WHEELSTOP

AutoCAD SHX Text PROPOSED TACTILE WARNING PAD PROPOSED CONCRETE EXISTING EDGE OF ASPHALT EXISTING CONTOUR LINE PROPOSED PAVEMENT MARKING EXISTING PAVEMENT MARKING EXISTING CURB EXISTING SIGNAGE PROPOSED SIGNAGE EXISTING LUMINAIRE

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PROPOSED WATERLINE

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CP104

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NOTE: SEE MECHANICAL DRAWINGS FOR SNOWMELT SYSTEM.

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CP104

W

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-102

PAVING PLAN - SIDEWALK AREA

1"=10'

PAVING PLAN CONSTRUCTION NOTES PAVING PLAN LEGEND

AutoCAD SHX Text E

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

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AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

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AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

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AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

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AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

CLINIC ACCESS ROAD

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CLINIC NORTH PARKING AREA

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ZUCKERT AVENUE

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PROTECT EXISTING "FIRE LANE" SIGNAGE

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CONSTRUCT 8,0' WIDE CONCRETE SIDEWALK INSTALL TACTILE WARNING PAD

AutoCAD SHX Text PROPOSED TACTILE WARNING PAD PROPOSED CONCRETE EXISTING EDGE OF ASPHALT EXISTING CONTOUR LINE PROPOSED PAVEMENT MARKING EXISTING PAVEMENT MARKING EXISTING CURB EXISTING SIGNAGE PROPOSED SIGNAGE EXISTING LUMINAIRE

AutoCAD SHX Text

AutoCAD SHX Text

CP102

AutoCAD SHX Text

SIDEWALK AREA PAVING PLAN

AutoCAD SHX Text 1"=10'-0"

AutoCAD SHX Text

CP106

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-103

1"=30'

PAVING PLAN CONSTRUCTION NOTES

PAVING PLAN LEGEND

PAVING PLAN - PARKING AREA

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

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AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text PROPOSED TACTILE WARNING PAD PROPOSED CONCRETE EXISTING EDGE OF ASPHALT EXISTING CONTOUR LINE PROPOSED PAVEMENT MARKING EXISTING PAVEMENT MARKING EXISTING CURB EXISTING SIGNAGE PROPOSED SIGNAGE EXISTING LUMINAIRE

AutoCAD SHX Text CONSTRUCT CONCRETE SIDEWALK INSTALL TACTILE WARNING PAD CONSTRUCT TYPE I CURB AND GUTTER CONSTRUCT ASPHALT PARKING LOT INSTALL PERMANENT BOLLARD INSTALL REMOVABLE BOLLARD

AutoCAD SHX Text

AutoCAD SHX Text

CP103

AutoCAD SHX Text

PARKING AREA CIVIL PAVING PLAN

1"=30'-0"

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-104

PAVEMENT AND SIDEWALK DETAILS

1"=30'

CP104

ADA PARKING STALL DETAIL

CP106

CP106

C

P

USFA STANDARD - ADA PARKING

CP105

CP104

ADA PARKING SECTION

CP106

CLASSIFIED FILL (OVER SILTY SUBGRADE)

CLASSIFIED FILL (OVER GRAVEL SUBGRADE)

CP106

CP104

CONCRETE SIDEWALK DETAILS

ADA PARKING STALLS -

CP106

ADA PARKING STALLS

CP104

LANDSCAPING

ADA PARKING STALL NOTE

CP104

CONCRETE SIDEWALK SECTION

CP104

SNOWMELT WALKWAY SECTION

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

20'-0" TYP

AutoCAD SHX Text

ADA PARKING SIGNS

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CENTERED ON STALLS, TYP

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2'-0" DETECTABLE WARNING

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SURFACE, SEE NOTE

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CONCRETE SIDEWALK

AutoCAD SHX Text

WHEELSTOP CENTERED

AutoCAD SHX Text

ON STALL, TYPICAL

AutoCAD SHX Text

STALL LENGTH

AutoCAD SHX Text

ADA PARKING SECTION

AutoCAD SHX Text 5'

AutoCAD SHX Text

AISLE

AutoCAD SHX Text

2.0% MAX

AutoCAD SHX Text 5'

AutoCAD SHX Text

AISLE

AutoCAD SHX Text 8'

AutoCAD SHX Text

STALL

AutoCAD SHX Text 8'

AutoCAD SHX Text

STALL

AutoCAD SHX Text 8'

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STALL

AutoCAD SHX Text 8'

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STALL

AutoCAD SHX Text 8'

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STALL

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STALL

AutoCAD SHX Text 5'

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AISLE

AutoCAD SHX Text 5'

AutoCAD SHX Text

AISLE

AutoCAD SHX Text

4" WHITE PAVEMENT

AutoCAD SHX Text

MARKINGS TYP.

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2' TYP

AutoCAD SHX Text 45%%D%%

AutoCAD SHX Text

TYP

AutoCAD SHX Text

2.0% MAX

AutoCAD SHX Text

ACCESSIBILITY SYMBOL

AutoCAD SHX Text

TYPICAL

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APPROXIMATE SCALE:

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NTS

AutoCAD SHX Text

1H:1V MAX SLOPE, TYP

AutoCAD SHX Text

12" TYPE I CLASSIFIED FILL

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

ADA

AutoCAD SHX Text

WHEELSTOP

AutoCAD SHX Text

TYPE II CLASSIFIED FILL

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TYPE I CLASSIFIED FILL

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@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

2" LEVELING COURSE

AutoCAD SHX Text

2" ASPHALT CONCRETE PAVEMENT

AutoCAD SHX Text

(18" TYPE I CLASSIFIED FILL OVER 18" TYPE II CLASSIFIED FILL)

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

(18" TYPE I CLASSIFIED FILL)

AutoCAD SHX Text

EXISTING SUBGRADE (GRAVEL MATERIAL),

AutoCAD SHX Text

EXISTING SUBGRADE (SILTY MATERIAL),

AutoCAD SHX Text

SCARIFY & COMPACT

AutoCAD SHX Text

SCARIFY & COMPACT

AutoCAD SHX Text

PARKING LOT SECTION

AutoCAD SHX Text

PARKING STALL

AutoCAD SHX Text

CONCRETE SIDEWALK

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2% MAX

AutoCAD SHX Text

1% MIN

AutoCAD SHX Text

APPROXIMATE SCALE:

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NTS

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

12" TYPE I CLASSIFIED FILL

AutoCAD SHX Text

EXISTING SUBGRADE,

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

6X6-W1.4XW1.4 WWF

AutoCAD SHX Text

TYP

AutoCAD SHX Text 1/2"R

AutoCAD SHX Text

WHEELSTOP

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2% MAX

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1% MIN

AutoCAD SHX Text 1H:1V

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SCARIFY & COMPACT

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MAX SLOPE

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1H:1V MAX SLOPE, TYP

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DETECTABLE

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WARNING STRIP

AutoCAD SHX Text DETECTABLE WARNING STRIP SHALL BE 24 INCHES DEEP IN DIRECTION OF TRAVEL. STRIP SHALL BE EXTEND THE FULL WIDTH OF THE CURB RAMP OR FLUSH SURFACE. DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE DIRECTION OF TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN THE DOMES. DETECTABLE WARNING STRIP SHALL BE YELLOW.

AutoCAD SHX Text

APPROXIMATE SCALE:

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NTS

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@ 95% MAX DENSITY, MIN.

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12" TYPE I CLASSIFIED FILL

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4" CONCRETE

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6X6-W1.4XW1.4 WWF

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2% MAX

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1% MIN

AutoCAD SHX Text NOTE: 1. ALL INSULATION SHALL BE RIGID BOARD HIGH ALL INSULATION SHALL BE RIGID BOARD HIGH DENSITY EXPANDED POLYSTYRENE INSULFOAM 1X. 2. INSULATION SHALL BE NON-WATER ABSORBING, INSULATION SHALL BE NON-WATER ABSORBING, CLOSED-CELL, EXPANDED POLYSTYRENE (EPS), AS SPECIFIED IN MASS. 3. INBOARD AND OUTBOARD INSULATION SHALL INBOARD AND OUTBOARD INSULATION SHALL OVERLAP 12" MINIMUM.

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CLASSIFIED MATERIAL

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LIMIT OF EXCAVATION

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ACP

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LC

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PCC

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4" INSULATION

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2" INSULATION

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2" INSULATION

AutoCAD SHX Text 2'

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12" MIN.

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

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SIDEWALK SNOW MELT SLAB, SEE MECHANICAL

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PARKING LOT

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APPROXIMATE SCALE:

NTS

DETECTABLE WARNING

PATTERN DETAIL

SECTION A-A

CP105

DETECTABLE WARNING PATTERN

GENERAL NOTES:

CP105

ADA SIDEWALK RAMP DETAIL

RAMP NOTES:

A

B

BA

SECTION B-B

PLAN VIEW

CP105

CP105

ISOMETRIC VIEW

TRUNCATED DOMES

CP105

SERVICE DRIVE GATE DETAIL

PLAN

GATE ELEVATION, INSIDE LOOKING OUT - (4) BAYS SHOWN

MANUAL DOUBLE SWING

CP105

BASE PERIMETER PICKET FENCE DETAIL

NOTES:

CP105

BASE CHAINLINK FENCE DETAIL

NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-105

PAVEMENT AND SIDEWALK DETAILS

1"=30'

AutoCAD SHX Text

RAMP

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

50% TO 65% OF D

AutoCAD SHX Text 0.9"

AutoCAD SHX Text 1.4"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 2.4"

AutoCAD SHX Text 0.65"

AutoCAD SHX Text 1.6"

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MAX.

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MIN.

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AutoCAD SHX Text A

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APPROXIMATE SCALE:

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NTS

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LANDING AREA

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4'X5' MIN

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@ 2% MAX

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RAMP

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WING (TYP)

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FLUSH

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DETECTABLE

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WARNING STRIP

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EXPANSION JOINT

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EXPANSION JOINT

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EXPANSION JOINT

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DETECTABLE

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WARNING

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SURFACE

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SCORE

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APPROXIMATE SCALE:

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NTS

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5'-0" TYP

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3'-0" MIN

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10:1 MAX SLOPE

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5'-0" TYP

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3'-0" MIN

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10:1 MAX SLOPE

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VARIES

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5'-0" MIN

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SCORE LINE,

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CURB

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12:1 MAX

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C RAMP

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TYPICAL

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SLOPE

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2"MAX,

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TYP

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SIDEWALK

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SEE NOTE 2

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SCORE LINE, TYP

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SCORE LINE, TYP

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CURB

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MONOLITHIC

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WITH RAMP

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PAVEMENT

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PAVEMENT

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CURB

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MONOLITHIC

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WITH RAMP

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12:1 MAX SLOPE

AutoCAD SHX Text

3'-0" MIN

AutoCAD SHX Text

DETECTABLE

AutoCAD SHX Text

WARNING SURFACE

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text 0.2"

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APPROXIMATE SCALE:

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NTS

AutoCAD SHX Text

LOCKING BAR

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(NOT TO SCALE)

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FACE TO FACE

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1"X2" INT UPRIGHT

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(RIVETS FACE TO OUTSIDE)

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U-CHANNEL RAIL

AutoCAD SHX Text 1 3/8" X 1 1/2"

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STRAP HINGE

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1" SQ PICKET TYP

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2" SQ GATE FRAME

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OUTSIDE

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INSIDE

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FLAT TOP CAP

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DROP BAR

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W/ HOLE FOR PADLOCK

AutoCAD SHX Text

TYP

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INDUSTRIAL DRIVE RIVET

AutoCAD SHX Text 1 3/8" X 1 1/2"

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3/4" SQUARE PICKET

AutoCAD SHX Text

SQUARE POST

AutoCAD SHX Text

U-CHANNEL RAIL

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FACE TO FACE

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RAIL BRACKET

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PRESSED POINT

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POST TOP

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APPROXIMATE SCALE:

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NTS

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FINISH GRADE

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NOM

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MIN DEPTH

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FOOTING WIDTH

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CONCRETE

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(2) ENDS

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NOM

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TYPICAL

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TYPICAL

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CORNER &

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TERMINAL

AutoCAD SHX Text

POSTS

AutoCAD SHX Text

2-1/2" DIA

AutoCAD SHX Text

CORNER &

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TERMINAL

AutoCAD SHX Text

POSTS

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2" DIA.

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ADJUSTABLE TRUSS ROD

AutoCAD SHX Text

TOP RAIL

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BOTTOM RAIL

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2" MESH FABRIC

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TYPICAL

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TENSION BAR

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TENSION BAND

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EXISTING GRADE

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MAXIMUM

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CLEARANCE

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INTERMEDIATE POSTS

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1. REMOVE AND REPLACE EXISTING CHAINLINK FENCE FOR UTILITY INSTALLATION.

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CONCRETE

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(SLOPE TOP TO

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DRAIN AWAY

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FROM POST)

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2. NUTS, BOLTS AND WASHERS SHALL BE STAINLESS STEEL.

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APPROXIMATE SCALE:

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NTS

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BARBED WIRE

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(3 STRANDS)

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1. CURB RAMPS SHALL BE ISOLATED FROM ALL OTHER CONCRETE CURB RAMPS SHALL BE ISOLATED FROM ALL OTHER CONCRETE BY THROUGH JOINTS. 2. THE SIDEWALK THICKENED EDGE SHALL BE CONTINUED THROUGH THE SIDEWALK THICKENED EDGE SHALL BE CONTINUED THROUGH BOTH WINGS. 3. THE WINGS SHALL HAVE A SLIGHTLY BRUSHED FINISH PARALLEL THE WINGS SHALL HAVE A SLIGHTLY BRUSHED FINISH PARALLEL TO THE CURB. 4. MIN LATERAL CLEARANCE FROM INLETS, POLES, HYDRANTS AND MIN LATERAL CLEARANCE FROM INLETS, POLES, HYDRANTS AND OTHER ABOVE GROUND OBSTACLES SHALL BE 1'-0" FROM THE DETECTABLE WARNING PORTION OF THE CURB RAMP. 5. DECTECTABLE WARNING SURFACE SHALL BE YELLOW, AND DECTECTABLE WARNING SURFACE SHALL BE YELLOW, AND SHALL BE LOCATED WITHIN 6 TO 8 INCHES OF THE CURB FACE. 6. RAMPS SLOPES SHALL NOT BE STEEPER THAT 2%. THE RAMPS SLOPES SHALL NOT BE STEEPER THAT 2%. THE TRANSITION SHALL HAVE A MAXIMUM SLOPE OF 1:12.

AutoCAD SHX Text

1. CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC MATERIAL UNDER BUILDING PAD FOOTPRINT BEFORE PLACING FILL. 2. SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO MINIMUM OF 95% MAXIMUM DENSITY BEFORE PLACING FILL. 3. SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL CONFORM TO APPLICABLE LOCAL, STATE AND FEDERAL SAFETY STANDARDS.

AutoCAD SHX Text

1. GATE FINISH SHALL BE BLACK. GATE HEIGHT SHALL BE 8'-0". GATE FINISH SHALL BE BLACK. GATE HEIGHT SHALL BE 8'-0". 2. ALL FASTENERS, NUTS, BOLTS AND WASHERS SHALL CONFORM TO SECTION ALL FASTENERS, NUTS, BOLTS AND WASHERS SHALL CONFORM TO SECTION 02824, ORNAMENTAL METAL FENCES AND GATES. 3. POSTS, FRAMES AND FURNITURE SHALL CONFORM TO MASS SPECIFICATION, POSTS, FRAMES AND FURNITURE SHALL CONFORM TO MASS SPECIFICATION, ORNAMENTAL METAL FENCES AND GATES. 4. GATE CONCRETE BASE SHALL BE DESIGNED BY THE GATE MANUFACTURER. GATE CONCRETE BASE SHALL BE DESIGNED BY THE GATE MANUFACTURER. MINIMUM DEPTH OF GATE BASE SHALL BE 48 INCHES BELOW FINISH GRADE. 5. PROVIDE MUNICIPALITY OF ANCHORAGE KNOX-BOX AND (2) GATE STOPS IN PROVIDE MUNICIPALITY OF ANCHORAGE KNOX-BOX AND (2) GATE STOPS IN CONCRETE BASE TO HOLD GATE IN OPEN POSITION.

AutoCAD SHX Text 1/2'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 4'

AutoCAD SHX Text 4'

AutoCAD SHX Text 8'

AutoCAD SHX Text 16'

AutoCAD SHX Text 8'

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

AutoCAD SHX Text 2'

AutoCAD SHX Text 2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/8'' = 1'-0''

AutoCAD SHX Text 1/16'' = 1'-0''

AutoCAD SHX Text 1/4'' = 1'-0''

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1'' = 1'-0''

AutoCAD SHX Text 3'' = 1'-0''

AutoCAD SHX Text 3/8'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text 1 1/2'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1/2'

AutoCAD SHX Text 1'

AutoCAD SHX Text 3'

AutoCAD SHX Text 6'' = 1'-0''

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 1/2"

AutoCAD SHX Text 3/32'' = 1'-0''

AutoCAD SHX Text

AutoCAD SHX Text 8'

AutoCAD SHX Text 4'

4'

CP106

CONCRETE CURB - WIDE DETAIL

WIDE CURB @ MAIN DRIVE-PARKING LOT

CLINIC ACCESS ROAD

GS311

A

CP106

CLINIC NORTH PARKING

LANDSCAPE

A

CP106

PARKING LOT

CURB "B" @ PARKING LOT/LANDSCAPING

CP106

CONCRETE SIDEWALK DETAIL

LANDSCAPED AREAS

CP106

WHEELSTOP DETAIL

WHEELSTOP NOTES:

CP106

PAVEMENT MATCH DETAIL

CP106

SIDEWALK - HEATED DETAIL

LANDSCAPINGLANDSCAPING

CURB NOTES:

SIDEWALK NOTES:

GENERAL NOTES:

GENERAL NOTES:

SIDEWALK NOTES:

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

FACILITY

MANAGEMENT

SERVICE

(FMS)

Phase

463-301 Scale

Dwg.AG MAC

A/E: STAMP

Revisions: Date:

HOOD RIVER ENGINEERS

1784 MAY STREET

HOOD RIVER, OR 97031

541-436-4723

ADAM GODDIN, PE

DEC. 9, 2020

MENTAL HEALTH BUILDING

BUILDING ADDITION AND PARKING

LOT

VA FORM 08 - 6231

A

B

C

D

E

321 4 5 6 7 8 of 63

9 10 11 12

F

G

H AVAHS Muldoon Clinic

1201 N. MULDOON RD, ANCHORAGE, AK

321 4 5 6 7 8 9 10 11 12

100% CONSTRUCTION DOCUMENTS

CP-106

PAVEMENT AND SIDEWALK DETAILS

1"=30'

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

SEE PAVEMENT/SIDEWALK DETAILS

AutoCAD SHX Text

TYPE IIA CLASSIFIED FILL @ 95%%% MAX DENSITY, MIN.

AutoCAD SHX Text 1H:1V

AutoCAD SHX Text

SEE PAVEMENT/SIDEWALK DETAILS

AutoCAD SHX Text

TYPE IIA CLASSIFIED FILL @ 95%%% MAX DENSITY, MIN.

AutoCAD SHX Text

TYPE II CLASSIFIED FILL @ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

SEE PAVEMENT DETAILS

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

12" TYPE IIA CLASSIFIED FILL

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

4" CONCRETE

AutoCAD SHX Text

2% MAX

AutoCAD SHX Text

EXISTING SUBGRADE,

AutoCAD SHX Text

6X6-W1.4XW1.4 WWF

AutoCAD SHX Text 1/2"R

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1% MIN

AutoCAD SHX Text

SCARIFY & COMPACT

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

2 PER WHEELSTOP

AutoCAD SHX Text

SET 1/2" BELOW TOP OF WHEELSTOP

AutoCAD SHX Text

PRECAST CONCRETE WHEELSTOP

AutoCAD SHX Text

FINISH GRADE

AutoCAD SHX Text

CENTERED ON

AutoCAD SHX Text

CONCRETE WHEELSTOP

AutoCAD SHX Text

PRECAST

AutoCAD SHX Text

PARKING STALL

AutoCAD SHX Text

#8 REBAR, 30" LONG

AutoCAD SHX Text

GROUT HOLES FLUSH WITH

AutoCAD SHX Text

TOP OF WHEELSTOP

AutoCAD SHX Text

1. WHEELSTOPS TO BE PROVIDED AT PARKING STALLS ALONG SIDEWALKS ADJACENT

AutoCAD SHX Text

2. DIMENSIONS MAY VARY SLIGHTLY FROM MANUFACTURER'S PRODUCTS.

AutoCAD SHX Text

TO THE BUILDING. SEE SHEET GS105, SIGNAGE AND STRIPING SITE PLAN.

AutoCAD SHX Text

(2) #4 REBAR

AutoCAD SHX Text

EDGE EXIST.

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

LEVELING COURSE

AutoCAD SHX Text

EXISTING

AutoCAD SHX Text

A.C. PAVEMENT

AutoCAD SHX Text

TACK COAT

AutoCAD SHX Text

SAW CUT

AutoCAD SHX Text

CLASSIFIED FILL (SEE PAVEMENT SECTIONS)

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

6" MINIMUM

AutoCAD SHX Text

& MATCH

AutoCAD SHX Text

(SEE PVMT SECTIONS)

AutoCAD SHX Text

(SEE PVMT SECTIONS)

AutoCAD SHX Text

1H:1V MAX SLOPE

AutoCAD SHX Text

APPROXIMATE SCALE:

AutoCAD SHX Text

NTS

AutoCAD SHX Text

4" CONCRETE SLAB W/ RADIANT HEAT TUBES

AutoCAD SHX Text

(SEE MECHANICAL SNOW-MELT PLANS)

AutoCAD SHX Text

2" RIGID INSULATION UNDER SLAB

AutoCAD SHX Text

12" TYPE IIA CLASSIFILED FILL

AutoCAD SHX Text

@ 95% MAX DENSITY, MIN.

AutoCAD SHX Text

EXISTING SUBGRADE, SCARIFY & COMPACT

AutoCAD SHX Text

6X6-W1.4XW1.4 WWF

AutoCAD SHX Text 1/2"R

AutoCAD SHX Text

TYP

AutoCAD SHX Text

1.0% MIN

AutoCAD SHX Text

2.0% MAX

AutoCAD SHX Text

1H:1V MAX

AutoCAD SHX Text

SLOPE, TYP

AutoCAD SHX Text

(SHEETS MH107 & MH108)

AutoCAD SHX Text

1. CURB EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL CURB EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL BE FORMED WITH A 1/4" EDGER. 2. EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE FILLED WITH A NON-ASPHALTIC FILLER MATERIAL, 1/2" WIDE AND 4" DEEP, WITH THE TOP 1" STRIPPABLE. PRIMER SHALL BE "EXTERNAFLEX" 1993 OR APPROVED EQUAL. PROVIDE AND PLACE CLOSED-CELL POLYETHYLENE BACKER ROD. SEALANT SHALL BE "EXTERNAFLEX" TWO-COMPOUND URETHANE, "POUR GRADE" NO. 1071-200, OR APPROVED EQUAL. EXPANSION JOINTS SPACING SHALL BE A MAXIMUM OF 30'-0" ON CENTER. PROVIDE EXPANSION JOINTS AT POINTS OF CURVATURE AND POINTS OF TANGENCY. WHERE CURB IS PARALLEL TO SIDWALK, CURB EXPANSION JOINTS SHALL ALIGN WITH SIDEWALK EXPANSION JOINTS. 3. TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". CONTRACTION JOINT SPACING SHALL BE A MAXIMUM OF 10'-0" ON-CENTER. WHERE CURB IS PARALLEL TO SIDEWALK, CURB AND SIDEWALKS SHALL HAVE MATCHING CONTRACTOIN JOINTS SPACED AT 5'-0" ON-CENTER. 4. STEEL TROWELING FINISH REQUIRED PRIOR TO BROOM FINISHING ON ALL STEEL TROWELING FINISH REQUIRED PRIOR TO BROOM FINISHING ON ALL SURFACES.

AutoCAD SHX Text

1. CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC MATERIAL UNDER CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC MATERIAL UNDER BUILDING PAD FOOTPRINT BEFORE PLACING FILL. 2. SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO MINIMUM OF 95% SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO MINIMUM OF 95% MAXIMUM DENSITY BEFORE PLACING FILL. 3. SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL CONFORM TO SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL CONFORM TO APPLICABLE LOCAL, STATE AND FEDERAL SAFETY STANDARDS.

AutoCAD SHX Text

1. SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL BE SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL BE FORMED WITH A 1/4" EDGER. 2. EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE FILLED WITH A EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE FILLED WITH A NON-ASPHALTIC FILLER MATERIAL, 1/2" WIDE AND 4" DEEP, WITH THE TOP 1" STRIPPABLE. PRIME, THEN PROVIDE AND PLACE CLOSED-CELL POLYETHYLENE BACKER ROD. APPLY SEALANT OVER BACKER ROD. EXPANSION JOINT SPACING SHALL BE A MAXIMUM OF 30'-0" ON CENTER. WHERE CURB IS PARALLEL TO SIDEWALK, CURB SHALL MATCH SIDEWALK EXPANSION JOINT SPACING. SEE SITE PLAN FOR JOINT PATTERN-SPACING. 3. TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". CONTRACTION TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". CONTRACTION JOINT SPACING SHALL BE A MAXIMUM OF 10'-0" ON-CENTER. WHERE CURB IS PARALLEL TO SIDEWALK, CURB SHALL MATCH SIDEWALK CONTRACTION JOINT SPACING. SEE SITE PLAN FOR JOINT PATTERN-SPACING. 4. STEEL TROWELING FINISH REQUIRED PRIOR TO BROOM FINISHING ON ALL SURFACES. STEEL TROWELING FINISH REQUIRED PRIOR TO BROOM FINISHING ON ALL SURFACES. 5. MEDIUM BROOM FINISH SURFACE IN DIRECTION TRANSVERSE TO TRAFFIC, WITH 6" WIDE MEDIUM BROOM FINISH SURFACE IN DIRECTION TRANSVERSE TO TRAFFIC, WITH 6" WIDE FINE BROOM FINISH AT EDGING, BOTH SIDES.

AutoCAD SHX Text

1. CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC MATERIAL CLEAR AND GRUB AREA, AND REMOVE ALL PEAT AND ORGANIC MATERIAL UNDER BUILDING PAD FOOTPRINT BEFORE PLACING FILL. 2. SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO MINIMUM OF 95% SCARIFY TOP 12 INCHES OF SUBGRADE AND COMPACT TO MINIMUM OF 95% MAXIMUM DENSITY BEFORE PLACING FILL. 3. SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL CONFORM TO SIDESLOPES SHALL BE AS VERTICAL AS POSSIBLE AND SHALL CONFORM TO APPLICABLE LOCAL, STATE AND FEDERAL SAFETY STANDARDS.

AutoCAD SHX Text

1. SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL SIDEWALK EDGES SHALL BE TOOLED WITH A 1/2" EDGER. JOINT EDGES SHALL BE FORMED WITH A 1/4" EDGER. 2. EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE FILLED EXPANSION JOINTS SHALL BE 1/2" WIDE. EXPANSION JOINT SHALL BE FILLED WITH A NON-ASPHALTIC FILLER MATERIAL, 1/2" WIDE AND 4" DEEP, WITH THE TOP 1" STRIPPABLE. PRIME, THEN PROVIDE AND PLACE CLOSED-CELL POLYETHYLENE BACKER ROD. APPLY SEALANT OVER BACKER ROD. EXPANSION JOINT SPACING SHALL BE A MAXIMUM OF 30'-0" ON CENTER. WHERE CURB IS PARALLEL TO SIDEWALK, CURB SHALL MATCH SIDEWALK EXPANSION JOINT SPACING. SEE SITE PLAN FOR JOINT PATTERN-SPACING. 3. TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". TRANSVERSE CONTRACTION JOINTS SHALL BE CUT TO A DEPTH OF 1". CONTRACTION JOINT SPACING SHALL BE A MAXIMUM OF 10'-0" ON-CENTER.

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