Attachment_3_Drawings.pdf

PDF 6 MB Posted Jul 18, 2018

Attached to: MORA-MNT ROADS GARAGE Concrete Floors, Trench Drai
Solicitation number: 140P8318Q0088
Issued by: Department of the Interior National Park Service

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Attachment 3 - Drawings

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Other files

File	Type	Posted
Sol_140P8318Q0088_Amd_0001.pdf	PDF	Aug 2, 2018
B03_Wage_Determination.pdf	PDF	Jul 18, 2018
Attachment_2_Material_Specs.pdf	PDF	Jul 18, 2018
Sol_140P8318Q0088.pdf	PDF	Jul 18, 2018
Attachment_5_-_Bond_Form_SF25A.pdf	PDF	Jul 18, 2018
Read_Me_First.pdf	PDF	Jul 18, 2018
Attachment_1_Specifications.pdf	PDF	Jul 18, 2018

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EXPIRES 09 / 30 /18

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PACIFIC

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DEWEY

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MEMORIAL V.C.

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HENRY M. JACKSON

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POINT

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SUNSHINE

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MUSEUM

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LONGMIRE

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ENTRANCE

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NISQUALLY

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GEORGE

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LAKE

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KNOB

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GOBBLER'S

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HEADQUARTERS (ASHFORD)

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TO TAHOMA WOODS, PARK

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ROCK

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COUGAR

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ROAD

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SIDE

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WEST

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LONGMIRE

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VISTA

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TAHOMA

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ANDREWS

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ST.

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HENRY'S

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INDIAN

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GLACIER

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TAHOMA

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TO PORTLAND

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LAKE

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SNOW

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STEVEN'S CANYON ROAD

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LAKE

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BENCH

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LAKE

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REFLECTION

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LAKES

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LOUISE

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LEWIS COUNTY

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PIERCE COUNTY

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PARADISE

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GLACIER

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NISQUALLY

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COWLITZ

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GLACIER

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OHANAPECOSH

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ENTRANCE

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CANYON

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STEVENS

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LAKES

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THREE

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TRAIL

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CREST

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SHRINER

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PEAK

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LAKE

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OLIVER

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CRESCENT LAKE

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GOLDEN

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LAKES

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PUYALLUP

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GLACIER

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GLACIER

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MOWICH

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NORTH

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LAKE

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MOWICH

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GLACIER

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RUSSELL

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GLACIER

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CARBON

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ENTRANCE

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RIVER

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CARBON

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LAKE

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EUNICE

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TOLMIE

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PEAK

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GREEN

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LAKE

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IPSUT CREEK

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MEMORIAL

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SUNRISE

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EMMONS

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FRYINGPAN

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MOUNT RAINIER

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14,410 FEET

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GLACIER

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GLACIER

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GLACIERS

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SARVENT

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GLACIER

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WINTHROP

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RIVER

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WHITE

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FREMONT

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WHITE RIVER

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ENTRANCE

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LAKE

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CLOVER

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MATHER

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JAMES

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LAKE

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LAKE ETHEL

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MARJORIE LAKE

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ADELAIDE LAKE

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MT.

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ELEANOR

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LAKE

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HUCKLEBERRY

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CREEK

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PKWY.

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& SEATTLE, WASH.

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TO ENUMCLAW

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LAKE

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HQ.

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YAKIMA

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ASHFORD

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MERWIN LAKE

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YALE LAKE

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OREGON

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WASH.

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SILVER LAKE

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CHEHALIS

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CENTRALIA

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LAKE

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RIFFE

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MORTON

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ELBE

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YAKIMA INDIAN

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RESERVATION

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LONGMIRE

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PACKWOOD

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LAKE

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RIMROCK

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CLIFFDALE

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NATIONAL PARK

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MOUNT RAINIER

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VILLE

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EATON

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OLYMPIA

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PUYALLUP

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TACOMA

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BREMERTON

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SEATTLE

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LAKE

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ENUMCLAW

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BELLEVUE

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KACHESS

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COLUMBIA R.

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SCALE OF MILES

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RESTAURANT

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GROCERIES

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FIRE LOOKOUT

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LODGING

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CAMPGROUND

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HQ.

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AMPHITHEATER

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RANGER STATION

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PICNIC AREA

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INFORMATION CENTER

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VISITOR CENTER

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PARK HEADQUARTERS

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LEGEND

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PAVED ROAD

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UNPAVED ROAD

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CREEK

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TRAIL

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PARK BOUNDARY

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COUNTY LINE

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MOUNT RAINIER NATIONAL PARK

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SCALE OF MILES

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SCALE OF KILOMETERS

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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DENVER SERVICE CENTER

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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REHABILITATE LONGMIRE ROADS GARAGE

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LONGMIRE

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PIERCE

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WASHINGTON

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CONSTRUCTION DRAWINGS

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PMIS - 157430

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PKG.

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NO.

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SHEET

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DRAWING NO.

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MOUNT RAINIER NATIONAL PARK

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PACIFIC WEST

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WASHINGTON

AutoCAD SHX Text NP-RAI/5316-A; 105/92,002; PARK MINI FOLDER 1993; REVISED & REDRAWN 1/95. UPDATED 11/98. SGS.

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PROJECT LOCATION

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LONGMIRE

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SHEET INDEX:

AutoCAD SHX Text SHEET SUB TITLE OF SHEET SUB TITLE OF SHEET TITLE OF SHEET TITLE OF SHEET SHEET SHEETSHEET

1 COVER SHEET COVER SHEET 2 G1 GENERAL NOTES / LEGEND G1 GENERAL NOTES / LEGEND GENERAL NOTES / LEGEND 3 G2 GENERAL NOTES / LEGEND G2 GENERAL NOTES / LEGEND GENERAL NOTES / LEGEND 4 C1 EXISTING SITE C1 EXISTING SITE EXISTING SITE 5 C2 SITE DEMO & IMPROVEMENT PLAN C2 SITE DEMO & IMPROVEMENT PLAN SITE DEMO & IMPROVEMENT PLAN 6 C3 SITE DETAILS C3 SITE DETAILS SITE DETAILS 7 A1.0 EXISTING FLOOR PLAN A1.0 EXISTING FLOOR PLAN EXISTING FLOOR PLAN 8 A1.1 DEMO FLOOR PLAN A1.1 DEMO FLOOR PLAN DEMO FLOOR PLAN 9 A1.2 NEW FLOOR PLAN A1.2 NEW FLOOR PLAN NEW FLOOR PLAN 10 A2.0 EXTERIOR ELEVATIONS A2.0 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 11 A2.1 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS 12 A3.0 BUILDING SECTION A3.0 BUILDING SECTION BUILDING SECTION 13 A4.0 DOOR & WINDOW DETAILS A4.0 DOOR & WINDOW DETAILS DOOR & WINDOW DETAILS 14 A4.1 ASSEMBLY TYPES & WINDOW DETAILS A4.1 ASSEMBLY TYPES & WINDOW DETAILS ASSEMBLY TYPES & WINDOW DETAILS 15 A5.0 DOOR & FINISH SCHEDULES A5.0 DOOR & FINISH SCHEDULES DOOR & FINISH SCHEDULES 16 S0.1 GENERAL NOTES & DESIGN CRITERIA S0.1 GENERAL NOTES & DESIGN CRITERIA GENERAL NOTES & DESIGN CRITERIA 17 S0.2 INSPECTION SCHEDULE AND LEGEND S0.2 INSPECTION SCHEDULE AND LEGEND INSPECTION SCHEDULE AND LEGEND 18 S1.0 FOUNDATION PLAN S1.0 FOUNDATION PLAN FOUNDATION PLAN 19 S2.0 ROOF FRAMING PLAN S2.0 ROOF FRAMING PLAN ROOF FRAMING PLAN 20 S3.0 CONCRETE DETAILS S3.0 CONCRETE DETAILS CONCRETE DETAILS 21 S3.1 CONCRETE DETAILS S3.1 CONCRETE DETAILS CONCRETE DETAILS 22 S3.2 CONCRETE DETAILS S3.2 CONCRETE DETAILS CONCRETE DETAILS 23 S3.3 CONCRETE DETAILS S3.3 CONCRETE DETAILS CONCRETE DETAILS 24 S3.4 CONNECTION PLATE DETAILS S3.4 CONNECTION PLATE DETAILS CONNECTION PLATE DETAILS 25 S3.5 TRENCH DRAIN & BLOCKING DETAILS S3.5 TRENCH DRAIN & BLOCKING DETAILS TRENCH DRAIN & BLOCKING DETAILS 26 S4.0 WOOD DETAILS S4.0 WOOD DETAILS WOOD DETAILS 27 M0.0 MECHANICAL COVER SHEET M0.0 MECHANICAL COVER SHEET MECHANICAL COVER SHEET 28 M0.1 MECHANICAL SCHEDULES MECHANICAL SCHEDULES 29 M2.1 MECHANICAL PLAN-ADDITION MECHANICAL PLAN-ADDITION 30 M2.2 MECHANICAL PLAN-REMODEL MECHANICAL PLAN-REMODEL 31 M3.0 MECHANICAL DETAILS M3.0 MECHANICAL DETAILS MECHANICAL DETAILS 32 P0.0 PLUMBING COVER SHEET PLUMBING COVER SHEET 33 P0.1 PLUMBING SCHEDULES P0.1 PLUMBING SCHEDULES PLUMBING SCHEDULES 34 P2.1 PLUMBING WASTE AND VENT-ADDITION PLUMBING WASTE AND VENT-ADDITION 35 P2.2 PLUMBING WASTE AND VENT-REMODEL PLUMBING WASTE AND VENT-REMODEL 36 P2.3 PLUMBING WATER AND GAS-ADDITION PLUMBING WATER AND GAS-ADDITION 37 P2.4 PLUMBING WATER AND GAS-REMODEL PLUMBING WATER AND GAS-REMODEL 38 P4.0 PLUMBING DETAILS PLUMBING DETAILS 39 E0 ELECTRICAL NOTES / LEGEND E0 ELECTRICAL NOTES / LEGEND ELECTRICAL NOTES / LEGEND 40 E1 ELECTRICAL DEMOLITION PLAN ELECTRICAL DEMOLITION PLAN 41 E2 LIGHTING PLAN LIGHTING PLAN 42 E3 POWER PLAN E3 POWER PLAN POWER PLAN 43 E4 ELECTRICAL SCHEDULES & DETAILSELECTRICAL SCHEDULES & DETAILS

DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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GENERAL NOTES / LEGEND

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

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%%UABBREVIATIONS:

AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE ARV COMBINATION AIR VAC & RELEASE VALVE COMBINATION AIR VAC & RELEASE VALVE B.T.M. BOTTOM ELEVATION BOTTOM ELEVATION COR CONTRACTING OFFICERS REPRESENTATIVE CONTRACTING OFFICERS REPRESENTATIVE CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE DI DUCTILE IRON DUCTILE IRON (E) EX EXISTING EXISTING F.G. FINISHED GRADE FINISHED GRADE FM SEWER FORCED MAIN SEWER FORCED MAIN HDG HOT DIPPED GALVANIZED HOT DIPPED GALVANIZED HDPE HIGH DENSITY POLYETHYLENE (POLY) HIGH DENSITY POLYETHYLENE (POLY) I.E. INVERT ELEVATION INVERT ELEVATION (N) NEW NEW NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE PE POLYETHYLENE POLYETHYLENE PG PRESSURE GAUGE PRESSURE GAUGE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE RW RAW WATER RAW WATER RWI RAW WATER INFLUENT RAW WATER INFLUENT S.F.H. STRUCTURAL FIRE HYDRANT STRUCTURAL FIRE HYDRANT SS SANITARY SEWER SANITARY SEWER SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SST STAINLESS STEEL STAINLESS STEEL SWPPP STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN T.O.F TOP OF FOOTING TOP OF FOOTING UG UNDERGROUNDUNDERGROUND

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WATERLINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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GRAVITY SEWER LINE WITH TYPE OF PIPE AND DIAMETER

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8" PVC S

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SEWER FORCE MAIN WITH TYPE OF PIPE AND DIAMETER

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4" PE FM

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STORM DRAIN WITH TYPE OF PIPE AND DIAMETER

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18" RCP ST

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AERIAL (OVERHEAD) ELECTRICAL

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UNDERGROUND ELECTRICAL

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AERIAL (OVERHEAD) TELEPHONE

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UNDERGROUND TELEPHONE

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EXISTING UTILITY TO BE ABONDONED

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6" DIP W

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EXISTING UTILITY (ABANDONED)

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6" DIP W

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EXISTING UTILITY TO BE REMOVED

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6" DIP W

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WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW FIRE HYDRANT

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FIRE HYDRANT

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NEW YARD HYDRANT

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NEW VALVE

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VALVE

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YARD HYDRANT

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NEW MANHOLE

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MANHOLE

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%%UUTILITY LINE SYMBOLS

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%%UUTILITY SYMBOLS

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%%UNEW VERSUS EXISTING UTILITY LINES

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%%UABANDONED UTILITY LINES

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SIGN

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UTILITY POLE

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GAS VALVE

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NEW CATCH BASIN

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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GAS LINE

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NEW METER

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METER

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NEW PULLBOX, 1 INDICATES PULLBOX NUMBER

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NEW SIGN

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CATCH BASIN

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CONTROL POINT

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%%UOTHER LINE SYMBOLS

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CONSTRUCTION LIMITS

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FENCE

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NEW CHECK VALVE

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COMBINATION AIR VAC & RELEASE VALVE

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NEW THRUST BLOCK

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%%UGENERAL NOTES

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1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS. 2. ALL UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON RECORD INFORMATION. NPS SHALL POT-HOLE ALL SERVICE CONNECTIONS, EXISTING LINES, UTILITY CROSSINGS, AND OTHER UG FEATURES TO VERIFY ACTUAL LOCATION, DEPTH, AND SIZE. CONFLICTS AND/OR NECESSARY MODIFICATIONS SHALL BE IDENTIFIED AND REPORTED TO THE CONTRACTING OFFICER PRIOR TO SERVICE DISRUPTION. 3. SURVEY / ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE NPS TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION. 4. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE NPS TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL DIMENSIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION. 5. PROTECT ALL EXISTING FACILITIES AND UTILITIES UNLESS NOTED TO REMOVE ON DRAWINGS. 6. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. 7. HOURS OF CONSTRUCTION SHALL BE BETWEEN 7:00 AM TO 5:00 PM MONDAY THROUGH FRIDAY OR AS APPROVED BY THE CONTRACTING OFFICER. 8. NPS SHALL BE REQUIRED TO REPAIR ANY UTILITIES/FACILITIES DAMAGED OR BROKEN DURING CONSTRUCTION. 9. NPS SHALL RETAIN AND PROTECT ALL BUILDINGS AFFECTED BY CONSTRUCTION. 10. NPS IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ALL CONSTRUCTION SIGNING FOR SAFETY AND TRAFFIC CONTROL. 11. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 12. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 DEGREES OR GREATER, EXCLUDING FUSION WELDED HDPE. 13. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED NECESSARY IN THE FIELD, OR AS DIRECTED BY THE CONTRACTING OFFICER FOR SUPPORT OF ALL PIPING BOTH NEW AND EXISTING. 14. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO RETAIN. 15. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. MECHANICAL JOINT RESTRAINT SHALL BE UNIFLANGE 1300 (SERIES) OR APPROVED EQUAL. 16. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. 17. THE NPS SHALL FILE AND SUBMIT A UNDER AN ACRE POLLUTION PREVENTION PLAN (UPPP) TO MEET THE REQUIREMENTS OF THE ENVIRONMENTAL PROTECTION AGENCY FOR CONSTRUCTION ACTIVITIES FOR THIS PROJECT, AS SPECIFIED. 18. NPS TO PROVIDE VAC TRUCK WHERE NECESSARY. NPS TO PROVIDE VAC TRUCK WHERE NECESSARY. 19. ALL EXCAVATED MATERIAL TO BE STORED IN AN APPROVED OFF-SITE LOCATION OR ALL EXCAVATED MATERIAL TO BE STORED IN AN APPROVED OFF-SITE LOCATION OR LOCATION IDENTIFIED BY THE COR. 20. ALL WORK TO BE COMPLETED BY NPS EXCEPT WHERE SPECIFICALLY IDENTIFIED.

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POWER VAULT

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ELECTRICAL PANEL

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JUNCTION BOX

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(E) WATER METER

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(E) WATER SERVICE

UGP UNDERGROUND POWER UNDERGROUND POWER UPPP UNDER AN ACRE POLLUTION PREVENTION PLAN UNDER AN ACRE POLLUTION PREVENTION PLAN W.F.H WILD LAND FIRE HYDRANT WILD LAND FIRE HYDRANT WTP WATER TREATMENT PLANT WATER TREATMENT PLANT WWTP WASTE WATER TREATMENT PLANTWASTE WATER TREATMENT PLANT

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DATE:

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DESIGNED:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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GENERAL NOTES / LEGEND

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 131712

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E.BUTLER

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C.JONES

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J. BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

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CODE SUMMARY

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ABBREVIATIONS

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ROOM NAME AND NUMBER

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DOOR NUMBER INDICATOR

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WINDOW/RELITE TYPE INDICATOR

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BUILDING SECTION INDICATOR

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WALL SECTION INDICATOR

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REVISION INDICATOR

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ASSEMBLY TYPE WITH NOTE INDICATOR

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DETAIL INDICATOR

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CENTER LINE INDICATOR

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EXTERIOR ELEVATION INDICATOR

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INTERIOR ELEVATION INDICATOR

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DIRECTOR'S

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OFFICE

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LOUVER TYPE INDICATOR

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T.O. SLAB

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ELEVATION MARKER

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AutoCAD SHX Text ACT ACOUSTICAL CEILING TILE or ACOUSTICAL CEILING TILE or SUSPENDED ACOUSTICAL CEILING AFF ABOVE FINISH FLOOR ABOVE FINISH FLOOR AFS ABOVE FINISH SLAB (1ST FLOOR UNO) ABOVE FINISH SLAB (1ST FLOOR UNO) ALT ALTERNATE ALTERNATE ALUM ALUMINUM ALUMINUM APPROX APPROXIMATE(LY) APPROXIMATE(LY) ARCH ARCHITECTURAL ARCHITECTURAL ASSY ASSEMBLY ASSEMBLY ASTM AMERICAN SOCIETY FOR AMERICAN SOCIETY FOR TESTING MATERIALS BLDG BUILDING BUILDING BOD BOTTOM OF DECK BOTTOM OF DECK CG CORNER GUARD CORNER GUARD CJ CONTROL JOINT CONTROL JOINT CL CENTER LINE CENTER LINE CLG CEILING CEILING CLR CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS COORD COORDINATE COORDINATE DIA DIAMETER DIAMETER DR DOOR DOOR DWG(S) DRAWING(S) DRAWING(S) EF EXHAUST FAN EXHAUST FAN ELEC ELECTRIC ELECTRIC ELEV ELEVATION ELEVATION EP ELECTRICAL PANEL ELECTRICAL PANEL EPT EPOXY PAINT EPOXY PAINT EQ EQUAL EQUAL EXIST EXISTING EXISTING EXP EXPOSED TO STRUCTURE EXPOSED TO STRUCTURE EXT EXTERIOR EXTERIOR FD FLOOR DRAIN OR FOUNDATION DRAIN FLOOR DRAIN OR FOUNDATION DRAIN FEB FIRE EXTINGUISHER BRACKET FIRE EXTINGUISHER BRACKET FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FF FACTORY FINISH or FINISH FLOOR FACTORY FINISH or FINISH FLOOR FIN FINISH FINISH FLR FLOOR FLOOR FLASH FLASHING FLASHING FOC FACE OF CONCRETE FACE OF CONCRETE FOS FACE OF STUD or FACE OF STRUCTURE FACE OF STUD or FACE OF STRUCTURE FRP FIBERGLASS REINFORCED PLASTIC PANELS FIBERGLASS REINFORCED PLASTIC PANELS FT FOOT FOOT FTG FOOTING FOOTING GA GAUGE GAUGE GALV GALVANIZED GALVANIZED GL GLAZING GLAZING GB GYPSUM BOARD GYPSUM BOARD GB GRAB BAR GRAB BAR GWB GYPSUM WALL BOARD GYPSUM WALL BOARD GYP GYPSUMGYPSUM

AutoCAD SHX Text HM HOLLOW METAL HOLLOW METAL HOLLOW METAL INSUL INSULATION INSULATION INT INTERIOR INTERIOR IRGWB IMPACT RESISTANT GYPSUM IMPACT RESISTANT GYPSUM WALL BOARD JNT JOINT JOINT LF LINEAR FEET LINEAR FEET MAX MAXIMUM MAXIMUM MATL MATERIAL MATERIAL MECH MECHANICAL MECHANICAL MFR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MTL METAL METAL NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NUMBER NOM NOMINAL NOMINAL NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OCC OCCUPANT (OCCUPANCY) OCCUPANT (OCCUPANCY) OH OPPOSITE HAND OPPOSITE HAND OPP OPPOSITE OPPOSITE PL PLATE PLATE PW PLYWOOD PLYWOOD PLAM PLASTIC LAMINATE PLASTIC LAMINATE PNL PANEL PANEL PPT PRESERVATIVE PRESSURE PRESERVATIVE PRESSURE TREATED PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PT PAINT PAINT PTD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER RCB RUBBER COVE BASE RUBBER COVE BASE RCP REFLECTED CEILING PLAN REFLECTED CEILING PLAN REQ'D REQUIRED REQUIRED RM ROOM ROOM RO ROUGH OPENING ROUGH OPENING SCD SEAT COVER DISPENSER SEAT COVER DISPENSER SD SOAP DISPENSER SOAP DISPENSER SF SQUARE FEET SQUARE FEET SHEATH SHEATHING SHEATHING SIM SIMILAR SLR SEALER SEALER SND SANITARY NAPKIN DISPENSER SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SLAB ON GRADE SPECS SPECIFICATIONS SPECIFICATIONS SS STAINLESS STEEL STAINLESS STEEL STRUCT STRUCTURAL

AutoCAD SHX Text SUPT SUPERINTENDENT SUPERINTENDENT SV SHEET VINYL SHEET VINYL TBB TILE BACKER BOARD TILE BACKER BOARD TC TOP OF CURB TOP OF CURB TCNA TILE COUNCIL OF NORTH AMERICA TILE COUNCIL OF NORTH AMERICA TH TOWEL HOOK TOWEL HOOK TPD TOILET PAPER DISPENSER TOILET PAPER DISPENSER TO TOP OF TOP OF TOS TOP OF SLAB or TOP OF STEEL TOP OF SLAB or TOP OF STEEL TOM TOP OF MASONRY TOP OF MASONRY TRANS TRANSITION TRANSITION TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE VG VALLEY GUTTER VALLEY GUTTER VS VINYL SCRIM VINYL SCRIM W WASHER WASHER WC WATER CLOSET WATER CLOSET WD WOOD WOOD WIN WINDOW(S) WINDOW(S) WOM WALK OFF MAT WALK OFF MAT WRB WEATHER RESISTIVE BARRIER WEATHER RESISTIVE BARRIER WRGWB WATER RESISTANT GYPSUM WALL WATER RESISTANT GYPSUM WALL BOARD

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APPLICABLE CODES:

AutoCAD SHX Text INTERNATIONAL BUILDING CODE (IBC) 2012 EDINTERNATIONAL BUILDING CODE (IBC) 2012 ED

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INTERNATIONAL BUILDING CODE

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NFPA 1

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FIRE CODE

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NFPA 101

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LIFE SAFETY CODE 2015 ED

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NFPA 10 (2013)

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STANDARD FOR PORTABLE FIRE EXTINGUISHERS

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NEC (2014)

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NATIONAL ELECTRICAL CODE

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NFPA 72 (2016)

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NATIONAL FIRE ALARM CODE

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NFPA 90A (2015)

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STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTILATING SYSTEMS

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NFPA 5000

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BUILDING CONSTRUCTION AND SAFETY CODE

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ICC/ANSI A117.1-2003

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STANDARD ON ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

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NESC

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NATIONAL ELECTRICAL SAFETY CODE

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NFPA 70

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NATIONAL ELECTRIC CODE

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IFC

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INTERNATIONAL FIRE CODE

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IPC

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INTERNATIONAL PLUMBING CODE

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IMC

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INTERNATIONAL MECHANICAL CODE

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AWWA

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AMERICAN WATER WORKS ASSOCIATION

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ADA AND ABA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (5 AUG 2005)

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CATEGORY:

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REFERENCE:

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APPLICATION/REQ:

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NOTES/CALCULATIONS

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PROPOSED CONSTRUCTION TYPE

AutoCAD SHX Text 1-STORY, TYPE 5-B, UN-SPRINKLERED, SEPARATIONS ON ALL SIDES, UN-SEPARATED BUILDING OCCUPANCIES

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OCCUPANCIES GROUPS

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IBC CHAPTER 3 & 4

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B = OFFICES

AutoCAD SHX Text IBC 304.1, BUSINESS GROUP B OCCUPANCY INCLUDES, AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF, FOR OFFICE, PROFESSIONAL OR SERVICE-TYPE TRANSACTIONS, INCLUDING STORAGE OF RECORDS AND ACCOUNTS.

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S-1 = STORAGE ROOMS

AutoCAD SHX Text IBC 311.1 STORAGE GROUP S. STORAGE GROUP S OCCUPANCY INCLUDES, AMONG OTHERS, THE USE OF A BUILDING OR STRUCTURE, OR A PORTION THEREOF, FOR STORAGE THAT IS NOT CLASSIFIED AS A HAZARDOUS OCCUPANCY. IBC 311.2, MODERATE-HAZARD STORAGE, GROUP S-1. BUILDINGS OCCUPIED FOR STORAGE USES THAT ARE NOT CLASSIFIED AS GROUP S-2.

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MIXED OCCUPANCIES

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F-1 OCCUPANCY REQUIREMENTS SHALL BE APPLIED TO ENTIRE BUILDING

AutoCAD SHX Text IBC 508.3.1 OCCUPANCY CLASSIFICATION: NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH 302.1. THE REQUIREMENTS OF THIS CODE SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 SHALL APPLY TO THE BUILDING.

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F-1 SHALL BE USED AS THE BASIS FOR GENERAL BUILDING LIMITATIONS

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508.3.2 ALLOWABLE BUILDING AREA AND HEIGHT: THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION.

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NO RATED ASSEMBLIES ARE REQUIRED

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IBC 508.3.3 NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES

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ALLOWABLE BUILDING AREA

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IBC TABLE 503

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ACTUAL AREA IS 3,037, 1-STORY THEREFORE OK

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TABLE 503: OCC F-1, TYPE V-B, = 1-STORY, 9,000SF.

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EXIT WIDTHS

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GENERAL

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BUILDING AREAS

AutoCAD SHX Text THE OVERALL FLOOR AREA IS SO SMALL THAT REQUIRED EXIT WIDTHS ARE SO INSIGNIFICANT THAT OCCUPANCY LOAD AND EXIT WIDTH CALCULATIONS ARE NOT NECESSARY

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EXIT DISTANCES

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IBC 1016.1

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F-1, UNSPRINKLERED = 200 FEET

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200 FEET IS A GREATER DISTANCE THAN THE ENTIRE PROPOSED BUILDING, THEREFORE OK

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ACCESSIBILITY

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IBC CHAPTER 11

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FULLY COMPLIANT

THE BUILDING APPROACH AND BUILDING INTERIORS ARE FULLY COMPLIANT.

'LCO215-1'

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SSMH 'LMHH3'

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'LCO215-2'

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SSMH 'LMHH5'

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'LLTP209'

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SSMH 'LMHI2'

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'LCO212'

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'LCO203'

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SSMH 'LMHI3'

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SSMH 'LMHI4'

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'LCO201-1'

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'LCO201-2'

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'LTP201'

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FF=2769.7'

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FF=2769.0'

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FF=2771.3'

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FF=2767.8'

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FF=2763.2'

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FF=2762.6'

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FF=2762.4'

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FF=2762.2'

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FF=2767.8'

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FF=2768.1'

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FF=2773.7'

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FF=2768.2'

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FF=2773.6'

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FF=2766.8'

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GENERATOR

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PORTABLE

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SPILL RESPONSE

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FLAMABLE STORAGE

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SSMH 'LMHH6'

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FF=2773.5'

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DO NOT ENTER FIRE LANE

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3" PVC S

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CP35

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CP36

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SDCB 24

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SDCB 23

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SDCB 25

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SDCB 26

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SDCB 27

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PROPANE TANK

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DF#2

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DF#2 WASTE OIL

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DIESEL TANK

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PROPANE TANK

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PROPANE TANK

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PROPANE TANK

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FUEL STATION

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SSMH 'LMHH4'

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SDCB 28

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SDCB 19

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OWS

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SCALE OF FEET

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AutoCAD SHX Text 4/25/18 08:26 CJONES R22 G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\CIVL\C1_SITE_PLAN.DWG XREFS: G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\P0019858W_BM00-REV.DWG; G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\NPS - STAMP.DWG;

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING SITE

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

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AutoCAD SHX Text NOTES: 1. DATUM: NAD 83 (2011) EPOCH 2010, WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAVD88 (USFT). 2. FIELD MEASUREMENTS FOR THE SURVEY WERE TAKEN BETWEEN SEPTEMBER 14 AND OCTOBER 7, 2017 WITH A TRIMBLE S6 TOTAL STATION INSTRUMENT AND MEET OR EXCEED A LINEAR CLOSURE OF 1,:15000. ALL MEASURING INSTRUMENTS AND EQUIPMENT WAS MAINTAINED AND ADJUSTED ACCORDING TO MANUFACTURERS SPECIFICATIONS.\ .\ 3. GPS MEASUREMENTS WERE MADE ON SEPTEMBER 14, 2017 USING TRIMBLE R8 MODEL 3 & 4 RECEIVERS WITH INTERNAL ANTENNAS. GPS DATA WAS PROCESSED WITH TRIMBLE BUSINESS CENTER, GPS NETWORK POST PROCESSING SOFTWARE VERSION 4.00, AND HELD TO NGS'S ONLINE POSITIONING USER SERVICE (OPUS). 4. THIS DRAWING ONLY REFLECTS AND VERIFIES THE FIELD SURVEY DATA OF THOSE FEATURES AND CONDITIONS PRESENT AS OF SEPTEMBER/OCTOBER, 2017. 5. UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED A COMBINATION OF PAINT LOCATES PROVIDED BY THE NATIONAL PARK SERVICE AND FIELD OBSERVATIONS. WASTE UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED A COMBINATION OF PAINT LOCATES PROVIDED BY THE NATIONAL PARK SERVICE AND FIELD OBSERVATIONS. WASTE UNDERGROUND UTILITY LOCATIONS SHOWN ARE BASED A COMBINATION OF PAINT LOCATES PROVIDED BY THE NATIONAL PARK SERVICE AND FIELD OBSERVATIONS. WASTE WATER STRUCTURE CONNECTIONS ARE BASED ON FIELD OBSERVATIONS AND PLANS PROVIDED BY THE NATIONAL PARK SERVICE TITLED "WASTE WATER SYSTEM" DRAWING NUMBER 105/100764, DECEMBER 2009, SHEETS 1-33. 6. ALL UNDERGROUND UTILITY LOCATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

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WATER METER

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BOLLARD

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WATER VALVE

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CATCH BASIN

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FIRE HYDRANT

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POWER TRANSFORMER

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POWER JUNCTION BOX/RV HOOKUP

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WATER VAULT

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WATER

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UNDERGROUND POWER

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CREEK/DITCH TOP

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FENCE

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CULVERT

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WATER SPIGOT

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LIGHT POLE

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IRRIGATION VALVE BOX

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SANITARY SEWER MANHOLE

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CREEK/DITCH TOE

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TREES

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UNDERGROUND TELEPHONE

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WATER MARKER

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GAS VALVE

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CLEANOUT

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A/C UNIT

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TELEPHONE PEDESTAL

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POWER MARKER

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5/8" REBAR W/ORANGE PLASTIC CAP

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CONCRETE EDGE

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PAVEMENT EDGE

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POWER METER

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GIN SPIKE OR PK NAIL

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POST

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SIGN

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FLAG POLE

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CONDUIT

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STANDPIPE

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GUY ANCHOR

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UTILITY POLE

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UTILITY POLE WITH DROP

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MAILBOX

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SEPTIC TANK

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TRAIL

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DITCH CL

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UNDERGROUND PROPANE

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AREA DRAIN

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STUMP

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ROCK WALL

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BUSH

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6" PVC S

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4" FORCED MAIN SEWER LINE

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SANITARY SEWER LINE (SIZE/TYPE AS NOTED)

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TELEPHONE MARKER

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BRUSH AREA

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AutoCAD SHX Text SSMH 'LMHH3' RIM=2759.63' 6" DI (SE) I.E.=2752.20' 6" DI (NW) I.E.=2752.15' SSMH 'LMHH4' RIM=2767.34' 6" DI (NE) I.E.=2759.94' 6" DI (NW) I.E.=2759.92' SSMH 'LMHH5' RIM=2768.07' 6" PVC (N) I.E.=2763.44' 4" DI (NE) I.E.=2763.22' 6" DI (SW) I.E.=2763.06' SSMH 'LMHI4' RIM=2762.19' 4" PVC (NE) I.E.=2757.0' 6" DI (W) I.E.=2756.63' SDCB 23 RIM=2759.39' 18" CMP (N) I.E.=2756.38' 18" CMP (E&S) I.E.=2756.12' SDCB 25 RIM=2762.49' 18" CMP (E) I.E.=2758.71' 18" CMP (W) I.E.=2758.67' SDCB 26 RIM=2767.34' 18" CMP (E&W) I.E.=2764.31' 18" CMP (N&S) I.E.=2764.39' SDCB 27 RIM=2766.95' 10" CPP (NE) I.E.=2765.60' 12" CMP (W) I.E.=2765.50' SDCB 28 RIM=2767.06' 10" CPP (SW) I.E.=2765.66'

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EXISTING BUILDING REMAIN PROTECTED IN PLACE

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NEW GARAGE ADDITION

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VICINITY MAP NTS

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PROJECT LOCATION

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NATIONAL PARK INN

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LEGEND

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MANHOLE/CATCHBASIN DATA

STAGING AREA FOR CONCRETE CONTRACTOR. STAGING FOR ROOFING & HEATING TO BE DETERMINED BY NPS

'LCO215-1'

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'LCO215-2'

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SSMH 'LMHH5'

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SSMH 'LMHI4'

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FF=2771.3'

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FF=2762.2'

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FF=2767.8'

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GENERATOR

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SDCB 26

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DF#2 WASTE OIL

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DIESEL TANK

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SSMH 'LMHH4'

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SDCB 28

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OWS

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SCALE OF FEET

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AutoCAD SHX Text 4/26/18 08:44 CJONES R22 G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\CIVL\C1_SITE_PLAN.DWG XREFS: G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\P0019858W_BM00-REV.DWG; G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\NPS - STAMP.DWG;

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DESIGNED:

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SITE DEMO & IMPROVEMENT PLAN

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REHABILITATE LONGMIRE

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ROADS GARAGE

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

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EXISTING BUILDING REMAIN PROTECTED IN PLACE

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NEW GARAGE ADDITION

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SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT

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REMOVE EXISTING OIL/WATER SEPERATOR TANK

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6" PVC 45° W/CLEANOUT

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6" PVC 45° W/CLEANOUT

AutoCAD SHX Text ± 18LF 6" PVC @ 1.0% MIN.(FIELD VERIFY LOCATION & INV. OF EXISTING LINE PRIOR TO PLACEMENT)

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REFER TO FOUNDATION & PLUMBING PLANS FOR LINE CONTINUATION

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(E) TRANSFORMER TO REMAIN PROTECTED IN PLACE

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(E) UNDERGROUND ELECTRIC TO BE RELOCATED. FIELD VERIFY LOCATION

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KEYNOTES

AutoCAD SHX Text 1 (E) UNDERGROUND POWER TO BE PROTECTED IN PLACE. FIELD (E) UNDERGROUND POWER TO BE PROTECTED IN PLACE. FIELD VERIFY LOCATION PRIOR TO SITE DEMOLITION OF ASPHALT, BUILDING AND PLACEMENT OF (N) BUILDING IMPROVEMENTS. 2 RELOCATE EXISTING UNDERGROUND ELECTRICAL SERVICE AND RELOCATE EXISTING UNDERGROUND ELECTRICAL SERVICE AND CONDUITS TO EXISTING TRANSFORMER. REFER TO ELECTRICAL PLANS FOR LOCATION OF (N) SERVICE CONTECTIONS TO BUILDING. FIELD VERIFY LOCATIONS PRIOR TO PLACEMENT. 3 (E) OIL/WATER SEPERATOR VAULT TO BE REMOVED DURING (E) OIL/WATER SEPERATOR VAULT TO BE REMOVED DURING DEMOLITION OF EXISTING BUILDING. 4 (N) 6" PVC CLEANOUT(N) 6" PVC CLEANOUT

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AutoCAD SHX Text NOTE: ALL WORK SHALL BE BY NPS UNLESS SPECIFICALLY NOTED TO BE COMPLETED BY CONTRACTOR.

CONTRACTOR TO STUB-OUT 6" PVC DRAIN

THE CONTRACTOR SHALL NEATLY GRADE THE SURFACE CONFORMING TO THE EXISTING GRADE SEE NOTE 1.

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1. NEW PAVING SHALL NOT EXTEND BEYOND THE EXISTING EDGE OF PAVEMENT. 2. INSTALL TRACER WIRE ON WATER AND MAINS.

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%%UNOTE:

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REMOVE AND REPLACE AC. NEW AC PAVING 1.5 TIMES ORIGINAL THICKNESS (SEE SPECS.)

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BASE COURSE

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SAW CUT EDGE

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TACK COAT (AC ONLY)

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(E) SURFACING & AGGREGATE BASE

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IMPORT OR NATIVE BACKFILL MATERIAL 95% COMPACTION

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TRENCH BACKFILL MATERIAL, PER SPEC 31 23 33 90% COMPACTION

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DETECTABLE MARKING TAPE

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WIDEN TRENCH AS NEEDED ABOVE PIPE

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IMPORT OR NATIVE BACKFILL MATERIAL 90% COMPACTION

AutoCAD SHX Text #8 INSULATED COPPER TRACER WIRE FOR PLASTIC PIPES. BRING TRACER WIRE TO CONC. BOX AT CAST IN PLACE COLLAR, POINTS SHOWN ON PLANS. FORCE MAIN ONLY.

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6" MIN. BEDDING(B.D.) WHEN REQUIRED (SEE SPECS 31 23 33.)

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CONCRETE THICKNESS, MATCH EXISTING

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ORIGINAL SURFACING & AGGREGATE BASE

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NEATLY GRADE THE SURFACE CONFORMING TO THE EXISTING GRADE.

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TRENCH BACKFILL MATERIAL, PER SPEC 31 23 33 90% COMPACTION

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DETECTABLE MARKING TAPE

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WIDEN TRENCH AS NEEDED ABOVE PIPE

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IMPORT OR NATIVE BACKFILL MATERIAL 90% COMPACTION

AutoCAD SHX Text #8 INSULATED COPPER TRACER WIRE FOR PLASTIC PIPES. BRING TRACER WIRE TO CONC. BOX AT CAST IN PLACE COLLAR, POINTS SHOWN ON PLANS. FORCE MAIN ONLY.

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6" MIN. BEDDING(B.D.) WHEN REQUIRED (SEE SPECS 31 23 33.)

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1. INSTALL TRACER WIRE ON WATER AND SEWER FORCE MAIN.

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%%UNOTE:

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RE-VEGETATE AND REPLANT PER SPECIFICATION 32 15 00

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(E) ASPHALT

AutoCAD SHX Text 2.0% Min.

AutoCAD SHX Text SAW-CUT EXISTING PAVEMENT 24" BEYOND EDGE OF (N) CONC. APRON. TACK COAT PER SPECS.

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(N) AC PAVEMENT TO BE 1.5 TIMES THE THICKNESS OF ADJACENT EXISTING PAVEMENT

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(N) BASE COURSE. MIN. 8" DEPTH OR MATCH EXISTING WHICH EVER IS GREATER, PER SPECIFICATIONS.

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(E) BASE MATERIAL

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SLOPE CONCRETE MIN. 2% AWAY FROM INSIDE COLUMN EDGEAND INTERIOR SLAB (TYP)

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MECHANICAL PLUG.

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4 - 1" DIA. HOLES ON 3 1/2" RADIUS.

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LEGEND:

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%%URING AND COVER

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%%USIDE

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SECTION A-A

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CAST IRON

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%%UPLAN

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%%USECTION B-B

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MECHANICAL PLUG.

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4 - 1" DIA. HOLES ON 3 1/2" RADIUS.

AutoCAD SHX Text 12" DIA. x 12" PVC, DIP OR CP.

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FIBER JOINT MATERIAL.

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PIPE MATERIAL TO MATCH SERVICE LATERAL.

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45%%D LONG SWEEP BENDS.

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"Y" FITTINGS.

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LEGEND:

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EXISTING OR NEW PIPE.

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BEDDING MATERIAL.

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MISSION COUPLER OR APPROVED SUBSTITUTION.

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UNDISTURBED MATERIAL.

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(PVC); ELECTROFUSED (HDPE)

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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SITE DETAILS

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J. BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

AutoCAD SHX Text 157430

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%%UTYPICAL TRENCH DETAIL PAVED AREA (AC OR CONCRETE)

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NTS

AutoCAD SHX Text 4/26/18 08:49 CJONES R22 G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\CIVL\C3-SITE DTLS.DWG XREFS: G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\NPS - STAMP.DWG;

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%%UTYPICAL TRENCH DETAIL GRASS REVEGETATION

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NTS

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%%UTYPICAL CLEANOUT DETAIL

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NTS

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%%UTYPICAL PAVEMENT MATCH DETAIL

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NTS

2 3 5 6 7 8 129 10 11

EXPIRES 09 / 30 /18

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PIPE ALLEY

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STORAGE

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FUEL TANK

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OFFICE

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CONF. RM

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RESTROOM

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RESTROOM

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VEHICLE BAY

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VEHICLE BAY

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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EXISTING FLOOR PLAN

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

AutoCAD SHX Text 157430

AutoCAD SHX Text A1.0

AutoCAD SHX Text 4/25/18 09:32 CJONES R22 G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\ARCH\A1_FLOR_PLAN-REV.DWG XREFS: G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\XA_FLOR_PLAN-2.DWG; ..\BASES\NPS - STAMP.DWG;

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SCALE OF FEET

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EXISTING FLOOR PLAN

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NOTE: ALL WORK SHALL BE BY NPS UNLESS SPECIFICALLY NOTED TO BE COMPLETED BY CONTRACTOR.

2 3 5 6 7 8 129 10 11

EXPIRES 09 / 30 /18

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OFFICE

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CONF. RM

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RESTROOM

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RESTROOM

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VEHICLE BAY

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VEHICLE BAY

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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DEMO FLOOR PLAN

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

AutoCAD SHX Text 157430

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GENERAL NOTES

AutoCAD SHX Text 4/26/18 08:53 CJONES R22 G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\ARCH\A1_FLOR_PLAN-REV.DWG XREFS: G:\CLIENTS\NPS\MORA\157430\LONGMIRE GARAGE\DRAWINGS\BASES\XA_FLOR_PLAN-2.DWG; ..\BASES\NPS - STAMP.DWG;

AutoCAD SHX Text 1 STAGE 1 - REMOVE EXISTING WALLS, PLUMBING AND FIXTURES, STAGE 1 - REMOVE EXISTING WALLS, PLUMBING AND FIXTURES, FLOORING, ELECTRICAL, INTERIOR CEILING FINISHES. 2 STAGE 2 - REMOVE EXISTING EXTERIOR WALLS, FOUNDATION, STAGE 2 - REMOVE EXISTING EXTERIOR WALLS, FOUNDATION, CONCRETE SLAB, DOOR OPENINGS AND FIXTURES, ROOF ASSEMBLY FROM GRID LINE 7 THROUGH 12, INTERIOR FINISHES AND ELECTRICAL FIXTURES. 3 REMOVE EXISTING HISTORICAL WINDOW. WINDOW TO BE REFURBISHED REMOVE EXISTING HISTORICAL WINDOW. WINDOW TO BE REFURBISHED AND RE-INSTALLED IN NEW GARAGE BAY. REFER TO SHEET A1.2 FOR NEW WINDOW PLACEMENT. 4 REMOVE HISTORICAL WINDOW, REFURBISH AND RE-INSTALL IN REMOVE HISTORICAL WINDOW, REFURBISH AND RE-INSTALL IN CURRENT EXISTING LOCATION. 5 EXISTING ALUM. SLIDING WINDOW TO BE REMOVED AND REPLACED EXISTING ALUM. SLIDING WINDOW TO BE REMOVED AND REPLACED WITH CASEMENT WINDOW TO MATCH EXISTING HISTORICAL WINDOWS ALONG EAST AND NORTH SIDES OF BUILDING.

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AutoCAD SHX Text INTERIOR REMODEL & REPLACEMENT OF EXTERIOR DOOR & WINDOW OPENINGS (NOT IN CONTRACT)

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ROADS GARAGE REPLACEMENT

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SCALE OF FEET

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DEMOLITION FLOOR PLAN

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1 2 63 4 5

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IT/COMPUTER WORK STATIONS

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DROP CEILING FOR PIPE CHASE

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WORK BENCH

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EXIST. INT. WALL TO REMAIN PROTECTED IN PLACE

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EXIST. BUILDING (NIC)

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VEHICLE BAY

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(E) FF=100.00

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NOTE: REFER TO STRUCTURAL PLAN 1/S1.0 FOR FINISHED FLOOR ELEVATIONS

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6" PVC WASTE FROM OIL/WATER SEPERATOR VAULT. REFER TO SHEET C2.0 & P2.1

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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FLOOR PLAN

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REHABILITATE LONGMIRE

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ROADS GARAGE

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AutoCAD SHX Text 139001

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E.BUTLER

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C.JONES

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J.BLOM

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LONGMIRE

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MOUNT RAINIER NATIONAL PARK

AutoCAD SHX Text 157430

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SCALE OF FEET

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FLOOR PLAN - ADDITION

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KEYNOTES

AutoCAD SHX Text 1 ALL DIMENSIONS ARE TO FACE OF WALLS UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE TO FACE OF WALLS UNLESS OTHERWISE NOTED. 2 REFER TO SHEET A5.0 FOR DOOR AND FINISH SCHEDULES. REFER TO SHEET A5.0 FOR DOOR AND FINISH SCHEDULES. 3 REFER TO SHEET A4.1 FOR WALL ASSEMBLY TYPES AND TYPICAL WINDOW REFER TO SHEET A4.1 FOR WALL ASSEMBLY TYPES AND TYPICAL WINDOW INSTALLATION DETAILS. 4 FINISH FLOOR ELEVATION SHALL MATCH EXISTING BUILDING FLOOR FINISH FLOOR ELEVATION SHALL MATCH EXISTING BUILDING FLOOR HEIGHT, SET BY CONTRACTOR TO ACHIEVE GRADES DELINIATED ON SHEET S1.0. 5 FIRE EXTINGUISHER CABINET AND EXTINGUISHER TO BE PROVIDED. FIRE EXTINGUISHER CABINET AND EXTINGUISHER TO BE PROVIDED. 6 24"x30" ATTIC ACCESS 24"x30" ATTIC ACCESS 7 HYDRONIC FLOOR HEAT CONTROL MANIFOLD BY CONTRACTOR. REFER TO HYDRONIC FLOOR HEAT CONTROL MANIFOLD BY CONTRACTOR. REFER TO PLUMBING PLANS. 8 (N) 8" WIDE PRE-SLOPED TRENCH DRAIN BY CONTRACTOR. (N) 8" WIDE PRE-SLOPED TRENCH DRAIN BY CONTRACTOR. 9 (N) 500 GALLON OIL/WATER SEPERATOR VAULT BY CONTRACTOR.(N) 500 GALLON OIL/WATER SEPERATOR VAULT BY CONTRACTOR.

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1 2 63 4 5

A B C

EXPIRES 09 / 30 /18

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text T.O.P.

AutoCAD SHX Text 0'-0"

AutoCAD SHX Text F.F.

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EXISTING BUILDING (NOT IN CONTRACT)

AutoCAD SHX Text 12'H x 15'W ROLL-UP OVERHEAD DOOR (PER SPECIFICATIONS)

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AutoCAD SHX Text S3.1

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TYP.

AutoCAD SHX Text 10"x10" ROUGH SAWN POST (TYP.)

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AutoCAD SHX Text S4.0

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AutoCAD SHX Text S4.0

AutoCAD SHX Text 1"x10" ROUGH SAWN TRIM CAP (TYP.)

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