Attachment 1 - Project Drawings (DRAFT) UNITED STATES ... Government... · attachment 1 - project...
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Attachment 1 - Project Drawings (DRAFT)
Transcript of Attachment 1 - Project Drawings (DRAFT) UNITED STATES ... Government... · attachment 1 - project...
Attachment 1 - Project Drawings (DRAFT)
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UNITED STATES DEPARTMENT OF AGRICULTURE
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FOREST SERVICE - REGION SIX
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DRAWINGS FOR PROPOSED
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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J. SNYDER 4-8-87
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J. SNYDER 4-8-87
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NO.
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DESCRIPTION
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INDEX TO DRAWINGS
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MT. BAKER RANGER DISTRICT
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VICINITY MAP
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DATE
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DATE
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DATE
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APPROVED BY:
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RECOMMENDED BY:
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REVIEWED BY:
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REVIEWED BY:
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DISTRICT RANGER
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DATE
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DISTRICT RECREATION MANAGER
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FOREST ENGINEER
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1
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TITLE SHEET
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GENERAL NOTES
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EXISTING SITE PLAN
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PROPOSED SITE PLAN
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2
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3
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4
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5
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BAKER LAKE INFORMATION STATION
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R-6
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PACIFIC NORTHWEST REGION
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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Reviewed
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Drawn
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Design
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Checked
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Project Name
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of
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Sheet Title
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Sheet
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BAKER LAKE INFORMATION STATION
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TITLE SHEET
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1
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9
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7
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PARKING LOT, CONCRETE PAD AND SIDEWALK
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PROPOSED CONSTRUCTION LAYOUT DETAILS
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DESIGNED BY:
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FACILITIES ENGINEER
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DATE
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9
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92
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530
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542
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20
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405
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5
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410
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2
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5
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90
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BELLINGHAM
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EVERETT
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SEATTLE
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TACOMA
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ARLINGTON
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DARRINGTON
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CANADA
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UNITED STATES
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PROJECT LOCATION
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ENUMCLAW
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MT. BAKER
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DISTRICT
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DARRINGTON
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DISTRICT
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SKYKOMISH
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DISTRICT
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SNOQUALMIE
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DISTRICT
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MT. RAINIER
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NATIONAL PARK
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NORTH BEND
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SEDRO-WOOLLEY
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ASSISTANT FOREST ENGINEER
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6
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CONSTRUCTION DETAILS
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MT. BAKER RANGER DISTRICT
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8
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CULVERT AND ROCKWALL CONSTRUCTION DETAILS
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CONSTRUCTION CONTROL POINT SURVEY SITE PLAN
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9
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PROJECT LOCATION MAP
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T. WARTER
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N. FERRELL
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F. NISHIDA
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T. WARTER
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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T. WARTER
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T. WARTER
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N. FERREL
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MT. BAKER RANGER DISTRICT
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BAKER LAKE INFORMATION STATION
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NOT TO SCALE
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2
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LOCATION MAP
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GENERAL NOTES
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BAKER LAKE INFORMATION STATION
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MT. BAKER RANGER DISTRICT
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3
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%%uGENERAL NOTES:
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1. CONSTRUCTION CONTROL - THE ON GROUND MARKING WILL BE USED AS THE CONTROL POINT FOR THE
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PROPOSED PARKING AREA EXPANSION, CONCRETE SIDEWALK, AND CONCRETE PAD UNLESS OTHERWISE APPROVED BY THE
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CONTRACTING OFFICER (CO). THE CO WILL REVIEW CONTRACTOR CONSTRUCTION STAKING PRIOR TO CONSTRUCTION.
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2. MACHINE PLACED ROCK BOULDERS, ROCK WILL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION SECTION 251.04
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ROCK BOULDERS CAN BE OBTAINED FROM COMMERCIAL SOURCE AND SHALL BE APPROVAL BY CONTRACTING
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OFFICER. PLACE BOULDER LOCATION TO BE DIRECTED BY COR.
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3. CRUSHED AGGREGATE (5/8" MINUS AND 4" MINUS) SHALL BE OBTAINED FROM A COMMERCIAL SOURCE.
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QUANTITIES INCLUDE NEW PARKING AREAS, SIDEWALK AND CONCRETE PAD.
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4. CLEARING AND GRUBBING - EXCAVATE TOP ORGANIC LAYER TO MINERAL SOIL AND REMOVE MATERIAL TO DESIGNATED
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5. EXCAVATION - ALL WOODY DEBRIS FROM CLEARING, TOPS, LIMBS, ROOT WADS AND STUMPS
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WILL BE DISPOSED OF BY HAULING TO DESIGNATED SITE AS DIRECTED BY THE CO.
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6. CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AND ANY NECESSARY SIGNING FOR
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CONSTRUCTION PRACTICES AND PUBLIC SAFETY. ALL TRACFFIC CONTROL AND SIGNING SHOULD MEET MUTCD STANDARD.
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7. CONCRETE SIDEWALK CONSTRUCTION - WORK INCLUDES CLEARING AND GRUBBING, PLACEMENT OF AGGREGATE BASE,
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SURFACE COURSE AND COMPACT THE CRUSHED ROCK WITH A PLATE COMPACTOR TO A TIGHT COMPACTION
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R-6
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PACIFIC NORTHWEST REGION
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FOREST SERVICE
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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NOT TO SCALE
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STANDARD THEN PLACE CONCRETE. LEVELING TO CREATE FLAT WALKWAYS NOT TO EXCEEDING A 1%%% GRADE.
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9. NEW CXT RESTROOM IS NOT IN CONTRACT. CONTRACTOR SHALL CONSTRUCT CONCRETE WALKWAY FROM SIDEWALK
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TO ENTRANCE OF CXT RESTROOM BUILDING.
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8. ROCK WALL STONE TO BE ANGULAR WITH A FLAT FACE AND IRREGULAR AND NOT UNIFORM. COLOR TO BE
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BROWN OR GREY AND APPROVED BY CO.
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WASTE SITE SHOWN ON SHEET 2, DEPOSITE WASTE AS DIRECTED BY CO. GOVERNMENT WASTE SITE APPROX. 3.5 MILES FROM
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T. WARTER
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T. WARTER
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CONSTRUCTION SITE. WASTE SITE IS GATED, FS KEY WILL BE ISSUE TO CONTRACTOR BY CO DURING CONSTRUCTION.
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FIRE OFFICE
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HOUSE
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FOREST SERVICE
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MT. BAKER RANGER DISTRICT
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EXISTING SITE PLAN
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BAKER LAKE INFORMATION STATION
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NOT TO SCALE
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996
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THICK TREE AREA
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DRAINAGE SWALE
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24" ALDER-BUNCH
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48"C
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30"D
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24"H
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30"H
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CP #1
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ELEV. 1000
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CP #4
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ELEV. 998.11
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CP #3
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ELEV. 1004.46
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CP #2
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ELEV. 1005.96
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24"D
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1001
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1000
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CP #5
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ELEV. 966.35
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GATE
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36"M
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18"C
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15"C
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48"M
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48"M
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48"M
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36"C
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36"D
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36"D
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%%ULEGEND:
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C CEDAR
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D DOUGLAS-FIR
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H HEMLOCK
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M MAPLE
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36"D
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12"D
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POWER POLE
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FENCE
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SIGN
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EXISTING
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ASPHALT
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EXISTING
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ASPHALT
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18" CULVERT INLET
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18" CULVERT INLET
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%%UEXISTING SITE PLAN
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EDGE OF
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ASPHALT
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CP CONTROL POINT
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C. ANDERSON
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T. WARTER
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N. FERRELL
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F. NISHIDA
FS
R 11 - to end of road
N
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H
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HW
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20
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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of
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Sheet
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FIRE WAREHOUSE
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FIRE OFFICE
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WOOD SHED
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HOUSE
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DRAINAGE SWALE
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THICK TREE AREA
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DRAINAGE SWALE
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CP #3
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ELEV. 1004.46
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12
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POWER POLE
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N58%%D58'E (71.34')
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SIGN
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CULVERT INLET
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ROCK WALL
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THICK TREE AREA
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NIC
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18"x80' HDPE
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CONSTRUCTION CONTROL POINT
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EDGE OF ASPHALT
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SURVEY SITE PLAN
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EDGE OF EXISTING ASPHALT
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PAD
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CONCRETE
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R80'
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1
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2
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3
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4
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5
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6
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7
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8
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15
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13
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14
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12
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9
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16
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18
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17
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R20'
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10
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11
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19
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20
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TALL GRASS
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ASPHALT PARKING LOT
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CP #1
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ELEV. 1000
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CP #2
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ELEV. 1005.96
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CP #5
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ELEV. 996.35
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CP #4
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ELEV. 998.11
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EDGE OF EXISTING ASPHALT
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EDGE OF NEW ASPHALT
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AND CONCRETE PAD
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EDGE OF CONCRETE SIDEWALK
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%%UCONTROL POINT #1
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13
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14
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15
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16
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17
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18
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19
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20
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N61%%D19'E (64.58')
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N79%%D36'E (60')
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N89%%D55'E (72.14')
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S75%%D32'E (60.90')
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S59%%D37'E (59.65')
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S49%%D59'E (84.74')
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S25%%D20'E (28.49')
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S45%%D31'E (13.36')
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1
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N61%%D39'W (96')
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%%UCONTROL POINT #2
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2
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3
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4
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5
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6
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7
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8
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9
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N39%%D09'W (73.43')
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N27%%D23'W (74.70')
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N16%%D12'W (98.78')
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N00%%D00'W (93.36')
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N17%%D32'E (92.21')
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N25%%D14'E (61.50')
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N43%%D51'E (59.54')
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N6%%D40'W (61.70')
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10
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N49%%DOO'W (9.3')
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11
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N80%%D05'W (32')
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ELEV.
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--
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1007.50
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1007.50
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1007.50
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1006.70
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1006.60
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1006.70
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1006.70
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%%UELEV. 1005.96
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1006.50
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1005.96
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--
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ELEV.
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%%UELEV. 1000
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999.60
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999.58
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999.50
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--
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--
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--
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--
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--
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--
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MT. BAKER RANGER DISTRICT
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CONSTRUCTION CONTROL POINT
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BAKER LAKE INFORMATION STATION
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SURVEY SITE PLAN
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NOT TO SCALE
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5
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9
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CONTRACTOR SHALL CONSTRUCT THE
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CONCRETE SIDEWALK LEVEL WITH EXISTING
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CXT RESTROOM BUILDING
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-2%%%
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T. WARTER
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T. WARTER
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N. FERRELL
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F. NISHIDA
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EDGE OF NEW ASPHALT
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R-6
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PACIFIC NORTHWEST REGION
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T
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U
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R
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O
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F
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T
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G
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I
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C
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U
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E
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P
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R
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T
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M
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E
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D
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N
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FOREST SERVICE
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Drawn
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Design
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Checked
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Project Name
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Forest
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E
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L
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A
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A
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U.S. DEPARTMENT OF AGRICULTURE
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Reviewed
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of
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Sheet
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(NAIL ON ASPHALT)
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(NAIL ON ASPHALT)
N
NO
RTH
MAG
NETIC D
ECLIN
ATIO
N
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HW
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2
0
TO
B
AK
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L
AK
E
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FIRE WAREHOUSE
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FIRE OFFICE
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WOOD SHED
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HOUSE
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DRAINAGE SWALE
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R-6
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PACIFIC NORTHWEST REGION
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E
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L
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T
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U
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R
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O
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F
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T
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A
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G
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R
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I
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C
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U
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E
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P
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A
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R
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T
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M
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E
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D
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N
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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Reviewed
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Drawn
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Design
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Checked
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Forest
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of
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MT. BAKER RANGER DISTRICT
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PROPOSED SITE PLAN
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BAKER LAKE INFORMATION STATION
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NOT TO SCALE
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6
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9
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THICK TREE AREA
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DRAINAGE SWALE
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CP #1
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ELEV. 1000
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CP #4
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ELEV. 998.11
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CP #3
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ELEV. 1004.46
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CP #2
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ELEV. 1005.96
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GATE
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POWER POLE
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SIGN
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ASPHALT
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CULVERT
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ROCK WALL
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THICK TREE AREA
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TALL GRASS AREA
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NIC
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18"x80' HDPE
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18"x20' HDPE CULVERT
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EDGE OF ASPHALT OVERLAY
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40'
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PAD
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CONCRETE
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PROPOSED SITE PLAN
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60'
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BOULDER
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ROCKS
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200'
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7' CONCRETE SIDEWALK
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T. WARTER
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T. WARTER
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N. FERRELL
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F. NISHIDA
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ACCESSIBLE RAMP
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ACCESSIBLE RAMP
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EDGE OF ASPHALT OVERLAY
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EDGE OF ASPHALT OVERLAY
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EDGE OF ASPHALT OVERLAY
N
NO
RTH
MAG
NETIC D
ECLIN
ATIO
N
TO
S
TA
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H
IG
HW
AY
2
0
TO
B
AK
ER
L
AK
E
A
A
B
B
C
C
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FIRE WAREHOUSE
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FIRE OFFICE
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WOOD SHED
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HOUSE
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DRAINAGE SWALE
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R-6
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PACIFIC NORTHWEST REGION
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E
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L
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T
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U
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R
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O
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F
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T
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A
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G
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R
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I
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C
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U
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E
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P
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A
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R
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T
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M
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E
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D
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N
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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Reviewed
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Drawn
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Checked
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Forest
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of
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MT. BAKER RANGER DISTRICT
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PROPOSE CONSTRUCTION LAYOUT DETAILS
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BAKER LAKE INFORMATION STATION
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NOT TO SCALE
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7
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9
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THICK TREE AREA
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DRAINAGE SWALE
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CP #1
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ELEV. 1000
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CP #4
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ELEV. 998.11
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CP #3
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ELEV. 1004.46
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CP #2
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ELEV. 1005.96
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GATE
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%%ULEGEND:
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C CEDAR
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D DOUGLAS-FIR
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H HEMLOCK
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M MAPLE
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POWER POLE
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WOOD FENCE
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SIGN
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CULVERT
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ROCK WALL
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THICK TREE AREA
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NIC
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NIC
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NOT IN CONTRACT
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18"x80' HDPE
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18"x20' HDPE CULVERT REMOVE ASPHALT SURFACE AND NO ASPHALT REPLACEMENT.
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PROPOSE CONSTRUCTION
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EDGE OF ASPHALT OVERLAY
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LAYOUT DETAILS
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SAW CUT ASPHALT
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PAD
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CONCRETE
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ADA SIDEWALK
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CURB RAMP (TYP.)
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R8'
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R8'
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CONCRETE SIDEWALK
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TAPE TO COUNTY ROAD
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R-6
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PACIFIC NORTHWEST REGION
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E
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L
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T
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U
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R
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O
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F
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T
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A
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G
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A
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R
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T
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M
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E
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D
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N
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FOREST SERVICE
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U.S. DEPARTMENT OF AGRICULTURE
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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Reviewed
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Drawn
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Design
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Checked
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Forest
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T. WARTER
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T. WARTER
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N. FERRELL
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4. ALL MATERIALS SHALL BE OBTAINED FROM COMMERCIAL SOURCES
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5. ALL AREAS OF SOIL DISTURBANCE DUE TO THE CONTRACTORS'S ACTIVITY
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SHALL BE RESHAPED AND REPAIRED INCIDENTAL TO COST OF PROJECT
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MT. BAKER RANGER DISTRICT
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BAKER LAKE INFORMATION STATION
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PARKING LOT, CONCRETE PAD AND SIDEWALK
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NOT TO SCALE
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8
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%%UCLEARING LIMITS TYPICAL
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%%UNOTES
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EXISTING TREES
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1.
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ALL BRUSH WITHIN 5 FEET OF THE SHOULDER OF THE SIDEWALK
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OR THE BOTTOM OF THE DRAINAGE SWALE SHALL BE REMOVED.
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CONSTRUCTION DETAILS
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CONSTRUCTION.
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2.
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DO NO DISTURB
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%%UEXISTING PARKING, EXTENDED PARKING AREA AND SIDEWALK
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EXISTING COUNTY ROAD
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GROUND
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EXISTING PARKING AREA ASPHALT OVERLAY DISTANCE VARIES
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3.
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EXPANSION PARKING AREAS TO BE UNIFORMLY GRADED
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BEFORE PLACEMENT OF CRUSHED AGG., COMPACTION AND PAVEMENT.
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EXISTING PARKING LOT GRADE IS NOT UNIFORMLY LEVEL,
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CONTRACTOR SHALL REPAIR, PATCH OR GRIND, TO LEVEL SURFACE
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WITH UNIFORM GRADE FOR DRAINAGE AND TACK COAT BEFORE
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9
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EXISTING ASPHALT
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7' SIDEWALK
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SIDEWALK
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PARKING AREA
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EXISTING DITCH/SLOPE
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%%UACCESSIBILITY RAMP
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1:12 MAX
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4'
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2' X 4' TRUNCATED DOME DETECTABLE
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1:12 MAX
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WARNING, 6" SETBACK FROM CURB FACE
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RAMP
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RAMP
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CURB RAMP
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4" THICK AGGREGATE BASE, 5/8" MINUS
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WSDOT COMPACT METHOD 1
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WITH AGGREGATE SUB-BASE, 4" MINUS, 6" MIN.
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6X6 W2.9/W2.9 WELDED WIRE FABRIC
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APPROX. 10'
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EDGE OF EXISTING
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ASPHALT
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EXISTING COUNTY ROAD
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EXISTING PARKING AREA DISTANCE VARIES
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EXISTING ASPHALT
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18" HDPE CULVERT
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4" ASPHALT CONCRETE OVERLAY,
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HMA CI 1/2" PG 64-22 WSDOT MIX
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6" AGGREGATE BASE
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%%UCOUNTY ROAD, CULVERT AND PARKING AREA
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EXCAVATE TO MINERAL SOIL, BACKFILL
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12"
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2" ASPHALT CONCRETE OVERLAY,
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HMA CI 1/2" PG 64-22 WSDOT MIX
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2" ASPHALT CONCRETE SURFACING OVERLAY,
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HMA CI 1/2" PG 64-22 WSDOT MIX
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4" ASPHALT CONCRETE SURFACING,
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HMA CI 1/2" PG 64-22 WSDOT MIX
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COMPACT METHOD 1
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6" THICK CONCRETE SIDEWALK WITH
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SECTION A - A
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SECTION B - B
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683
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6"
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PARKING LOT, CONCRETE PAD AND SIDEWALK
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CONSTRUCTION DETAILS
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AND REFLECTIX EXPANSION JOINT
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F. NISHIDA
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7'
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5/8" MINUS WSDOT
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DEPOSIT OF NEW ASPHALT.
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SPACED EVERY 12 FEET.
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%%UPARALLEL SIDEWALK CURB RAMP
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SAW CUT
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3/8"
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PREMOLDED JOINT FILLER
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3/8" TO
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1/2" R
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1/8" TO 1/4"
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3/8" TO
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1/2" R
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1" MIN.
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%%UEXPANSION JOINT
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%%UCONSTRUCTION JOINT
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12'-0"
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4'-0"
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4'-0"
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4'-0"
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CONTRACTION JOINT
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IN SIDEWALK ONLY
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EXPANSION JOINT IN BOTH
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CURB AND SIDEWALK
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ASPHALT
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SIDEWALK
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%%UISOMETRIC VIEW
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%%UJOINT AND FINISH DETAIL
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BROOMED FINISH (TYP.)
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4" WIDE, SMOOTH-TROWELED
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PERIMETER
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E
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C
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C
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E
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E
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C
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EXISTING GROUND
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BED
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OR STREAM
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ORIGINAL GROUND
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C
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L
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MATERIAL TO BE
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DEPOSITED ON BOTH
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SIDES OF DITCH
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CULVERT
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DIAMETER
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EXISTING
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E
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E
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DITCH GRADE
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=
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OUTLET DITCH
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SECTION E-E
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CULVERT GRADE +1%
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12"
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%%UHAND-PLACED RIPRAP HEADWALL
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D
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3D
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FRONT ELEVATION
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12"
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12"
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12" MIN.
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SIDE ELEVATION
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12"
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1:1.5
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MT. BAKER-SNOQUALMIE NATIONAL FOREST
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MT. BAKER RANGER DISTRICT
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BAKER LAKE INFORMATION STATION
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CULVERT AND ROCKWALL
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NOT TO SCALE
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SUBGRADE
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SUBGRADE
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U.S. DEPARTMENT OF AGRICULTURE
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R-6
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Project Name
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Forest
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Sheet Title
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Sheet
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of
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Drawn
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Design
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Checked
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Reviewed
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FOREST SERVICE
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PACIFIC NORTHWEST REGION
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Scale
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D
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E
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P
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A
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R
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T
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M
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E
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N
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O
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F
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T
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A
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G
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R
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I
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C
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U
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L
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T
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U
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R
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E
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9
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9
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%%UCULVERT INSTALLATION
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ASPHALT SURFACING
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RIPRAP, CLASS 3
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CONSTRUCTION DETAILS
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SLOPE
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EXISTING
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SLOPE
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%%UCULVERT AND ROCKWALL
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CONSTRUCTION DETAILS
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%%UTYPICAL CONCRETE PAD INFORMATION AREA
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20'
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DISTANCE VARIES
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6X6 W2.9/W2.9 WELDED WIRE FABRIC
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6" THICK CONCRETE SLAB WITH
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3/4" ROUND EGDE (TYP.)
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6"
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36"
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18"
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ASPHALT
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SECTION C - C
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8" TO 18" DIMENSION
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ROCK STONE (TYP.)
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4-8"x8"x16" CONCRETE BLOCKS
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#5 REBAR @ 24" OC.
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TRANSVERSE
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#5 REBAR @ 11" OC.
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30"Wx8"Dx160'L
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CONCRETE FOOTING
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EXCAVATE TO MINERAL SOIL,
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BACKFILL WITH AGG. 5/8" MINUS
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WSDOT COMPACT METHOD 1
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LONGTITUDINAL
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3-#5 REBARS
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VERTICAL
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EXCAVATE TO MINERAL SOIL,
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BACKFILL WITH AGG. SUB-BASE 4" MINUS
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AND REFLECTIX EXPANSION JOINT/SAW CUT
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6"
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T. WARTER
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T. WARTER
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N. FERRELL
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F. NISHIDA
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12"
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%%UTYPICAL CONCRETE PAD INFORMATION AREA
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20'
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DISTANCE VARIES
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6X6 W2.9/W2.9 WELDED WIRE FABRIC
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6" THICK CONCRETE SLAB WITH
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3/4" ROUND EDGE (TYP.)
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6"
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ASPHALT
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SECTION C - C
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4-8"x8"x16" CONCRETE BLOCKS
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#5 REBAR @ 24" OC.
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TRANSVERSE
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#5 REBAR @ 11" OC.
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30"Wx8"Dx160'L
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CONCRETE FOOTING
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EXCAVATE TO MINERAL SOIL,
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BACKFILL WITH AGG. 5/8" MINUS
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WSDOT COMPACT METHOD 1
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LONGTITUDINAL
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3-#5 REBARS
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VERTICAL
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EXCAVATE TO MINERAL SOIL,
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BACKFILL WITH AGG. SUB-BASE 4" MINUS
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5/8" MINUS AGG. BASE WSDOT,
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COMPACT METHOD 1
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AND REFLECTIX EXPANSION JOINT/SAW CUT
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12"
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PAY ITEM "62005" (OPTION ITEM, ONLY ROCK STONE)
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PAY ITEM "60101"
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12"
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8"
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5 "12"
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6 "12"
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6"
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6 "12"
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1"
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6"
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CURB FACE DETAIL
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ROADWAY
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CONSTRUCTION JOINT
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3/8" PREMOLDED JOINT FILLER
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5/8" MINUS AGG. BASE WSDOT,
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COMPACT METHOD 1
