C-2 Attachment 3 Plans and Drawings.pdf
PDF 5 MB Posted
- Attached to
- BBVC Lakefront Trail and Outhouse Replacement Federal contract opportunity
- Solicitation number
- 1240BJ26Q0004
- Issued by
- Department of Agriculture Forest Service
About this file
This is a design and construction document set for the BBVC Lakefront Trail and Outhouse Replacement project located at the Begich Boggs Visitor Center in the Chugach National Forest, Glacier Ranger District, Alaska. The project is managed by the United States Department of Agriculture Forest Service.
The project scope includes demolition of existing double vault outhouses and related infrastructure, construction of new double vault toilet facilities with sheltered entrances, trail improvements including concrete and compacted gravel trails, site grading and drainage work, and landscape restoration. Key specifications require double vault outhouse construction rated for 150 mph winds with options for marine package corrosion resistance, raised wet hatch, owl guard, wastebasket, and hand sanitizer dispenser; CXT Inc. or approved equivalent as the manufacturer. Construction specifications mandate standard Forest Service specifications for trails and roads, contractor responsibility for identifying and protecting underground utilities, erosion and sediment control with silt fence installation, removal and disposal of vault and septic tank waste by septic tank pumper compliant with Alaska Department of Environmental Conservation requirements, and site rehabilitation including raking and vegetation promotion. The document set comprises eleven sheets including coversheet, general notes, demolition plan, overall site and grading plan, site plans (north and south), grading plans (north and south), and three detailed sheets specifying construction requirements for concrete trails, rip-rap details, outhouse pad cross-sections, retaining walls, safety railings, scenic overlook, parking details, removable bollards, and landscape retaining walls. Project coordinates are latitude 60°47'2.23" N, longitude 148°50'28.23" W, approximately 11.2 miles southeast of Girdwood on the Seward Highway.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C-1 RFQ 1240BJ26Q0004 - BBVC Lakefront Trail and Outhouse Replacement.pdf | ||
| C-2 Attachment 5 Quote.docx | DOCX document | |
| C-1 RFQ 1240BJ26Q0004 - BBVC Lakefront Trail and Outhouse Replacement.pdf | ||
| C-2 Attachment 1 SOW.pdf | ||
| C-2 Attachment 2 Specifications.pdf | ||
| C-2 Attachment 4 Wage Determination.pdf | ||
| C-2 Attachment 5 Quote.docx | DOCX document | |
| C-2 Attachment 6 Bid Bond SF24.pdf |
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Text version
3/3 /25
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FOREST LOCATION MAP PROJECT LOCATION MAP
SHEET OF
United States Department of Agriculture Forest Service
BBVC LAKEFRONT TRAIL AND
RECOMMENDED BY:
APPROVED:
REVIEWING ENGINEER
DISTRICT RANGER
DATE
DATE
FOREST SUPERVISOR DATE
FOREST ENGINEER DATE
DATE
3/3 /25
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ALASKA
PORTAGE VALLEY
CHUGACH NATIONAL FOREST
GLACIER RANGER DISTRICT
INDEX OF SHEETS
SHEET SHEET TITLE DATE
G-01 COVERSHEET 05/17/2024
G-02 GENERAL NOTES 05/17/2024
C-01 DEMOLITION PLAN 05/17/2024
C-02 OVERALL SITE AND GRADING PLAN 05/17/2024
C-03 SITE PLAN SOUTH 05/17/2024
C-04 SITE PLAN NORTH 05/17/2024
C-05 GRADING PLAN SOUTH 05/17/2024
C-06 GRADING PLAN NORTH 05/17/2024
D-01 DETAIL SHEET 1 05/17/2024
D-02 DETAIL SHEET 2 05/17/2024
D-03 DETAIL SHEET 3 05/17/2024
CHUGACH NATIONAL FOREST
PROJECT LOCATION
OUTHOUSE REPLACEMENT
DESIGN ENGINEER
LATITUDE: 60°47'2.23" N
LONGITUDE: 148°50'28.23" W
DRIVING DIRECTIONS: FROM GIRDWOOD, TRAVEL SOUTHEAST ON SEWARD HIGHWAY FOR APPROXIMATELY 11.2 MILES. TURN LEFT ONTO PORTAGE GLACIER ROAD FOR APPROXIMATELY 5 MILES. KEEP RIGHT TO CONTINUE ON PORTAGE LAKE LOOP AND FOLLOW SIGNS TO BEGICH BOGGS VISITOR CENTER.
N
RECREATION STAFF OFFICER DATE
4/15/2025
Jasmin Dalton
Digitally signed by Jasmin Dalton Date: 2025.03.03 12:10:09 -09'00'
JOSHUA
LATHAM
Digitally signed by JOSHUA LATHAM Date: 2025.03.03 14:04:29 -09'00'
TYLER
GLENN
Digitally signed by TYLER
GLENN
Date: 2025.03.06 15:20:01 -09'00'
GRIFFITH
BERG
Digitally signed by
GRIFFITH BERG
Date: 2025.03.06 15:08:33 -09'00'
CHRISTOPHE
R STEWART
Digitally signed by
CHRISTOPHER STEWART
Date: 2025.03.13 14:53:44 -08'00'
Digitally signed by
JENNIFER YOUNGBLOOD
Date: 2025.04.15 05:56:23 -08'00'
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
2/1 7/2
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CM/JD
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02 11
ALASKA
BBVC Lakefront Trail and Outhouse
Replacement
CHUGACH NATIONAL
FOREST
GENERAL NOTES
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1. SPECIFICATIONS USED FOR THIS PROJECT: STANDARD SPECIFICATIONS SPECIFICATIONS USED FOR THIS PROJECT: STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRAILS - FOREST SERVICE PROJECTS, STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS - FP-14, 2014 EDITION, AND FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION AND LOCATION OF ALL UNDERGROUND UTILITIES WITHIN THE LIMITS OF WORK PRIOR TO COMMENCING EXCAVATION OF EXISTING GROUND. CALL 811 OR (907) 278-3121. CONTRACTOR CALL 811 OR (907) 278-3121. CONTRACTOR TO PRESERVE AND PROTECT ALL UNDERGROUND AND ABOVE GROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND REPLACING ANY BROKEN UTILITY LINE AT CONTRACTORS OWN EXPENSE. 3. SURVEY CONTROL POINTS ARE NOTED ON PLANS. CONTRACTOR SURVEY CONTROL POINTS ARE NOTED ON PLANS. CONTRACTOR SHALL MAINTAIN ON-SITE SURVEY CONTROL DURING CONSTRUCTION. 4. ALL CONSTRUCTION IN THE CONTRACT DOCUMENTS SHALL USE THE ALL CONSTRUCTION IN THE CONTRACT DOCUMENTS SHALL USE THE ON-SITE SURVEY CONTROL POINTS. CONTRACTOR TO FIELD VERIFY LOCATIONS AND ELEVATIONS, AND REPORT ANY DISCREPANCY TO THE CO. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKING AND THE SECURITY OF STAKING DURING CONSTRUCTION. ANY RE-STAKING DUE TO THIRD PARTY DAMAGE WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. IF AN INCONSISTENCY OR CONFLICT WITHIN THE REQUIREMENTS IF AN INCONSISTENCY OR CONFLICT WITHIN THE REQUIREMENTS DOCUMENTS OR A SITE CONDITION INCONSISTENT WITH THAT REPRESENTED IN THE DOCUMENTS ARE ENCOUNTERED, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE CO FOR CLARIFICATION AND DIRECTION PRIOR TO PROCEEDING WITH THE WORK. 7. ALL SURFACES EXCEPT BOARDWALK AND BRIDGES SHALL BE SLOPED ALL SURFACES EXCEPT BOARDWALK AND BRIDGES SHALL BE SLOPED TO DRAIN AND PREVENT PONDING. 8. MULCH AND SEED ALL CONSTRUCTED SLOPES AND DISTURBED MULCH AND SEED ALL CONSTRUCTED SLOPES AND DISTURBED AREAS. 9. EROSION AND SEDIMENT CONTROL PLAN. SILT FENCE MUST BE EROSION AND SEDIMENT CONTROL PLAN. SILT FENCE MUST BE INSTALLED 5' UPLAND FROM THE HIGH WATER MARK INCLUDING TRAIL SHOULDERS OF EACH CREEK CROSSING FROM CLEAR LIMIT TO CLEAR LIMIT AND EXTEND UPLAND FOR 50 FEET ALONG CLEAR LIMITS OF THE TRAIL. WHEN TRAIL OR BOARDWALK PARALLELS CREEKS, SILT FENCE MUST BE INSTALLED ALONG THE EDGE OF CLEAR LIMIT NEAREST THE CREEK. CONTRACTOR SHALL PREPARE AN EROSION CONTROL PLAN FOR CO APPROVAL. EROSION CONTROL BLANKETS SHALL BE PLACED ON ALL SLOPES STEEPER THAN 2H:1V. 10. EXISTING ON-SITE BORROW MATERIAL MAY BE USED FOR FILL IN EXISTING ON-SITE BORROW MATERIAL MAY BE USED FOR FILL IN THE REQUIRED WORK. HOWEVER, EXISTING ON-SITE BORROW IS CONSIDERED UNCLASSIFIED BORROW AND SHALL BE SORTED BY THE CONTRACTOR TO ELIMINATE ROCK OVER 6 INCHES. ANY OVERSIZED MATERIALS SHALL BE INCORPORATED BACK INTO THE BORROW SITE FOR A NATURAL LOOK. BORROW SITE SHALL BE RE-GRADED TO HAVE A MAXIMUM SLOPE OF 3:1 (V:H), AND PATHWAY SHALL BE RECONSTRUCTED TO BE AT A MINIMUM 5.0' WIDE WITH 6" COURSE AGGREGATE. 11. ALL 403 PAY ITEMS INCLUDE ALL MATERIALS INCLUDING BASE ALL 403 PAY ITEMS INCLUDE ALL MATERIALS INCLUDING BASE AGGREGATES. 12. DOUBLE VAULT OUTHOUSE DECOMMISSIONING: REMOVE AND DOUBLE VAULT OUTHOUSE DECOMMISSIONING: REMOVE AND DISPOSE OF DOUBLE VAULT OUTHOUSE STRUCTURES AND DECOMMISSION VAULT. DECOMMISSIONING OF VAULT TOILETS SHALL COMPLY WITH ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC) REQUIREMENTS FOR VAULT AND SEPTIC TANK DECOMMISSIONING: 12.1. VAULT AND SEPTIC TANK MUST HAVE THE SEWAGE REMOVED BY VAULT AND SEPTIC TANK MUST HAVE THE SEWAGE REMOVED BY A SEPTIC TANK PUMPER. 12.2. VAULT AND SEPTIC TANK SHALL EITHER BE REMOVED ENTIRELY VAULT AND SEPTIC TANK SHALL EITHER BE REMOVED ENTIRELY OR CRUSHED IN PLACE. 12.3. VAULT AND SEPTIC TANK HOLE SHALL BE COMPLETELY FILLED VAULT AND SEPTIC TANK HOLE SHALL BE COMPLETELY FILLED WITH COMPACTED EARTH, SAND, GRAVEL, CONCRETE, OR APPROVED MATERIAL. 12.4. CONTRACTOR SHALL PROMPTLY REHABILITATE OR STABILIZE CONTRACTOR SHALL PROMPTLY REHABILITATE OR STABILIZE DISTURBED SITES AS NEEDED AND CONTOUR SITE TO DISPERSE RUNOFF, MINIMIZE EROSION, STABILIZE SLOPES, AND PROVIDE A FAVORABLE ENVIRONMENT FOR PLANT GROWTH, WHILE MINIMIZING AREA OF SOIL DISTURBANCE. 12.5. AFTER REMOVING THE STRUCTURES, LIGHTLY SCARIFY DISTURBED AFTER REMOVING THE STRUCTURES, LIGHTLY SCARIFY DISTURBED OR COMPACTED SOILS WITH A HARD RAKE TO PROMOTE REVEGETATION. 12.6. EVENLY SCATTER ALL SLASH OR ORGANIC MATERIAL DISPLACED EVENLY SCATTER ALL SLASH OR ORGANIC MATERIAL DISPLACED DURING THE REMOVAL OF THE STRUCTURE ON TOP OF THE SCARIFIED SOIL. 13. DOUBLE VAULT OUTHOUSE CONSTRUCTION: CONSTRUCT DOUBLE DOUBLE VAULT OUTHOUSE CONSTRUCTION: CONSTRUCT DOUBLE VAULT OUTHOUSE. FURNISH VAULT TOILET AS MANUFACTURED BY CXT INC (OR APPROVED EQUAL) AS FOLLOWS: 13.1. MODEL SHALL BE "DOUBLE ROCKY MOUNTAIN" VAULTED MODEL SHALL BE "DOUBLE ROCKY MOUNTAIN" VAULTED RESTROOM WITH CUSTOM SHELTERED ENTRANCES. 13.2. MUST BE RATED FOR 150 MPH WINDS. MUST BE RATED FOR 150 MPH WINDS. 13.3. PROVIDE "RAISED WET HATCH" OPTION. PROVIDE "RAISED WET HATCH" OPTION. 13.4. PROVIDE THE "MARINE PACKAGE FOR EXTRA CORROSION PROVIDE THE "MARINE PACKAGE FOR EXTRA CORROSION RESISTANCE" OPTION. 13.5. PROVIDE "OWL GUARD" OPTION. PROVIDE "OWL GUARD" OPTION. 13.6. PROVIDE WASTEBASKET OPTION. PROVIDE WASTEBASKET OPTION. 13.7. PROVIDE HAND SANITIZER DISPENSER OPTION. PROVIDE HAND SANITIZER DISPENSER OPTION. 13.8. COLOR: "NUSS BROWN" WITH BARNWOOD TEXTURE. COLOR: "NUSS BROWN" WITH BARNWOOD TEXTURE. 14. FOR ALL RIP-RAP USED IN THIS PROJECT, MATCH COLOR AND SIZE FOR ALL RIP-RAP USED IN THIS PROJECT, MATCH COLOR AND SIZE OF EXISTING RIP-RAP. SUBMIT PROPOSED RIP-RAP SOURCE TO CO FOR APPROVAL PRIOR TO PURCHASING AND HAULING TO SITE.
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DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
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CM/JD
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03 11
ALASKA
CHUGACH NATIONAL
FOREST
DEMOLITION PLAN
Feet
1:480
80400
BBVC Lakefront Trail and Outhouse
Replacement
T T
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REMOVE LAKEFRONT TRAIL
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SAWCUT SIDEWALK AT LOCATOIN DESIGNATED IN THE FIELD BY THE CO
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REMOVE LAKEFRONT TRAIL
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PORTAGE LAKE
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BBVC BUILDING
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WALKING PATH TO BE WIDENED CLEAR AND GRUB PER DETAILS
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CLEAR AND GRUB AS REQUIRED BY TRAIL STANDARDS
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RIP-RAP TO REMAIN
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RIP-RAP ALONG LAKEFRONT TRAIL TO REMAIN
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REMOVE STAIRS
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SIDEWALK TO REMAIN
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STAIRS TO REMAIN
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REMOVE RIP-RAP AND GRAVEL AS NEEDED ONLY. PRESERVE RIP-RAP WHERE POSSIBLE
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EXISTING TRAIL TO REMAIN
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STORMWATER OUTFLOW PIPE TO REMAIN
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STORMWATER INLET AND PIPE TO REMAIN
AutoCAD SHX Text DECOMMISSION AND REMOVE EXISTING OUTHOUSES AND VAULTS (TWO SINGLE VAULT OUTHOUSES). BACKFILL AND COMPACT WITH UNCLASSIFIED BORROW
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PRESERVE AND PROTECT ANY UNDERGROUND UTILITIES
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REMOVE EXISTING "SHARE THE ROAD" SIGN (APPROXIMATE LOCATION)
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PRESERVE AND PROTECT ANY UNDERGROUND UTILITIES
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EXISTING CULVERT TO REMAIN
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CONTRACTOR TO PRESERVE AND PROTECT ALL UNDERGROUND AND ABOVE GROUND UTILITIES
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UTILITY LOCATIONS ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR
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AutoCAD SHX Text ITEMS PERTINENT TO THIS DEMOLITION PLAN ARE IN BOLD LINES. BOLD LINES DO NOT INDICATE THAT ITEM NEEDS TO BE REMOVED. REMOVAL PER CALLOUTS.
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AutoCAD SHX Text DEMOLITION EXISTING IMPROVEMENTS EXISTING CONCRETE EXISTING GRAVEL WATER RIP-RAP GRASS DENSE ALDER EXISTING STORM DRAIN EXISTING TELEPHONE LINE EXISTING SEWER LINE EXISTING ELECTRICAL LINE EXISTING WATER LINE USDA FOREST SERVICE 3 1/4" DIAM. ALUM. CAP " DIAM. ALUM. CAP DIAM. ALUM. CAP USDA FOREST SERVICE 2 1/2" DIAM. ALUM. CAP ON 5/8" DIAM. REBAR 2" MAGNAIL SET BY FOREST SERVICE
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LEGEND:
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
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05/17/24
CM/JD
JD C-02
04 11
ALASKA
CHUGACH NATIONAL
FOREST
OVERALL SITE AND
GRADING PLAN
Feet
1:480
80400
BBVC Lakefront Trail and Outhouse
Replacement
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FRAME 1, SEE SHEET C-03
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FRAME 2, SEE SHEET C-04
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EXISTING TRAIL OF BLUE ICE
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SHORELINE
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CONSTRUCT SCENIC OVERLOOK
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PLACE WAVE BREAKING ROCKS AS COORDINATED WITH CO
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CONSTRUCT DOUBLE VAULT OUTHOUSE
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CONSTRUCT GRAVEL TRAIL
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CONSTRUCT CONCRETE TRAIL
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CONSTRUCT CONCRETE LOADING ZONE WITH STRIPING
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GRD 1002
AutoCAD SHX Text N 60° 47' 03.351"
AutoCAD SHX Text W 148° 50' 31.484"
AutoCAD SHX Text 118.07'
AutoCAD SHX Text 2480373.468'
AutoCAD SHX Text 1847332.602'
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GRD 1004
AutoCAD SHX Text N 60° 47' 01.676"
AutoCAD SHX Text W 148° 50' 28.746"
AutoCAD SHX Text 109.23'
AutoCAD SHX Text 2480205.826'
AutoCAD SHX Text 1847471.484'
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AutoCAD SHX Text N 60° 47' 01.994"
AutoCAD SHX Text W 148° 50' 28.829"
AutoCAD SHX Text 111.00'
AutoCAD SHX Text 2480238.036'
AutoCAD SHX Text 1847466.810'
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AutoCAD SHX Text N 60° 46' 59.283"
AutoCAD SHX Text W 148° 50' 28.272"
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AutoCAD SHX Text 2479963.295'
AutoCAD SHX Text 1847499.292'
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GRD 1004
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AutoCAD SHX Text 3 1/4” diam. aluminum cap cemented flush in sidewalk, in diam. aluminum cap cemented flush in sidewalk, in good condition. Located approx. 0.4 ft. from northeast edge of concrete sidewalk and approx. 45 ft. west of edge of water of Portage Lake. Cap is stamped as shown.
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AutoCAD SHX Text 2 1/2” diam. aluminum cap on 5/8” diam. diam. aluminum cap on 5/8” diam. diam. x 30” rebar, flush with ground. Located on rebar, flush with ground. Located on a grassy knoll south at edge of gravel path, approx. 20 ft. northeast of sidewalk and 40 ft. west of edge of Portage Lake. Cap is stamped as shown.
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GRD 1004
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PT 2
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AutoCAD SHX Text 3 1/4" diam. aluminum cap, on a 2 1/2" aluminum post, approx. 4" below ground, inside a 6" diam. PVC casing with aluminum cover, flush with ground, in good condition. Located on an alder covered knoll approx. 150 ft. southwest of main public entrance to Begich Boggs Visitor Center. Approx. 37 ft. west of curb. Cap stamped as shown.
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GRD 1002
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GPS
AutoCAD SHX Text 2” long Magnail flush with the cement in long Magnail flush with the cement in the sidewalk on the east edge of the southern parking lot. Located approx. 2 ft. east of the edge of parking lot, and approx. 20 ft. southwest of stairway.
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GRD 1002
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GPS
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AutoCAD SHX Text AREA DESIGNATED FOR BORROW. EXACT LOCATIONS AND QUANTITIES SHALL BE MARKED BY THE CO IN THE FIELD
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BEGICH BOGGS VISITOR CENTER
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PORTAGE LAKE
CONSTRUCT SIDEWALK TO OUTHOUSE
S
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
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R10
05/17/24
CM/JD
JD C-03
05 11
ALASKA
CHUGACH NATIONAL
FOREST
Site Plan South
Feet
1" = 20'
40200
BBVC Lakefront Trail and Outhouse
Replacement
Feet
1" = 10 '
20100
CONTRACTING OFFICER.
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CONSTRUCT CONNECTOR TRAIL TO TRAIL OF BLUE ICE
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APPROXIMATE WATERFRONT
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WIDEN EXISTING TRAIL TO 6'
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CONSTRUCT SCENIC OVERLOOK
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LOADING/ UNLOADING ZONE
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EXISTING TRAIL OF BLUE ICE
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PLACE NEW STRIPING FOR LOADING ZONE (TYPE A WATERBORNE PAINT)
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CONSTRUCT RIP-RAP WHERE STAIRS WERE PREVIOUSLY. MATCH EXISTING RIP-RAP AND SLOPE
AutoCAD SHX Text PLACE RIP-RAP OVER ENTIRE FOOTPRINT OF DECOMMISSIONED TRAIL. MATCH EXISTING IN SIZE AND COLOR
AutoCAD SHX Text TAPER LENGTH OF 15 FT FROM EXISTING TRAIL WIDTH (APPROX. 7.5 FT.) TO PROPOSED TRAIL (5.0 FT )
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CONST. CONCRETE PARKING
AutoCAD SHX Text CONST. REMOVABLE BOLLARDS, SPACED 5' O.C., TRAFFIC GUARD LOCKING HELIX LOCK SERIES HL2003 OR APPROVED EQUAL (27 TOTAL)
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AutoCAD SHX Text PROPOSED IMPROVEMENTS EXISTING IMPROVEMENTS PROPOSED CONCRETE PROPOSED GRAVEL EXISTING CONCRETE EXISTING GRAVEL WATER EXISTING RIP-RAP GRASS DENSE ALDER PROPOSED RIP-RAP PROPOSED SIGN 2" MAGNAIL SET BY FOREST SERVICE
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DETAIL FRAME
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CONSTRUCT COMPACTED GRAVEL TRAIL
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CONSTRUCT CXT (OR APPROVED EQUAL) DOUBLE VAULT TOILET WITH SHELTERED ENTRANCE.
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CONNECT TO EXISTING, MATCH WIDTH
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CONSTRUCT GRAVEL PAD
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KEYNOTES
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CONSTRUCT ACCESSIBLE REST AREA
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CONSTRUCT NEW MUTCD R7-6 "NO PARKING LOADING ZONE" SIGN
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CONSTRUCT CONCRETE TRAIL.
AutoCAD SHX Text INSTALL INTERPRETIVE PANEL IN RAILING (PANEL PROVIDED). CONTRACTOR SHALL DESIGN, FINAL DESIGN MUST BE APPROVED BY CONTRACTOR.
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CONSTRUCT RIP-RAP
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D-03
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/7/
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05/27/24
CM/JD
JD C-04
06 11
ALASKA
CHUGACH NATIONAL
FOREST
Site Plan North
Feet
1:240
40200
BBVC Lakefront Trail and Outhouse
Replacement
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BBVC BUILDING
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EXISTING WALKING PATH
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PORTAGE LAKE
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APPROXIMATE WATERFRONT
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CONSTRUCT RIP-RAP FOR TRAIL PROTECTION (CONTINUE FROM EXISTING RIP-RAP)
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EXISTING STORM DRAIN, PROTECT IN PLACE
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PLACE RIP-RAP OVER DECOMMISSIONED TRAIL LOCATION. MATCH EXISTING
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APPROX. 24.5'
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STA:2+74.60
STA:3+15.79
STA:4+08.63
STA:4+98.04
s s t s s t s s t:3 s s t s s t s s t s s t s s t s s t sst:10 sst:11 sst:12 sst:13 sst:14 sst:15 sst:16 sst:117
STA:0+10.00
STA:0+58.47
STA:0+68.16
STA:0+92.34
STA:0+97.34
STA:1+17.80
STA:1+21.85
STA:1+26.94
STA:1+54.10
STA:1+59.10
STA:1+89.10
STA:1+94.10
STA:1+97.38
STA:2+07.54
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STA:0+77.62
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STA:1+34.79
STA:1+39.79
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/1 8/2
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05/17/24
CM/JD
JD C-05
07 11
ALASKA
CHUGACH NATIONAL
FOREST
Grading Plan South
Feet
1" = 20'
40200
BBVC Lakefront Trail and Outhouse
Replacement
TRAIL OF BLUE ICE POINTS
STATION
sta:0+10.00 sta:0+58.47 sta:0+68.16 sta:0+77.62 sta:0+80.18 sta:0+92.34 sta:0+97.34 sta:1+17.80
Elevation
119.01
115.51
115.16
114.21
113.90
112.69
112.54
110.50
Northing
2479587.44
2479634.90
2479634.77
2479625.45
2479622.90
2479610.74
2479605.75
2479585.30
Easting
1847298.47
1847308.30
1847315.18
1847316.77
1847316.94
1847316.50
1847316.32
1847315.58
TRAIL OF BLUE ICE POINTS
STATION
sta:1+21.85 sta:1+26.94 sta:1+34.79 sta:1+39.79 sta:1+54.10 sta:1+59.10 sta:1+89.10 sta:1+94.10
Elevation
110.31
110.18
109.39
109.07
107.63
107.48
104.48
104.38
Northing
2479582.13
2479583.53
2479589.18
2479593.63
2479607.87
2479612.84
2479642.69
2479647.66
Easting
1847317.70
1847322.19
1847327.65
1847329.71
1847331.16
1847331.67
1847334.70
1847335.20
TRAIL OF BLUE ICE POINTS
STATION
sta:1+97.38 sta:2+07.54 sta:2+11.53 sta:2+26.27 sta:2+74.60 sta:3+15.79 sta:4+08.63 sta:4+98.04
Elevation
104.31
104.11
104.03
103.71
103.30
103.07
103.81
105.90
Northing
2479650.93
2479657.59
2479657.84
2479653.99
2479629.31
2479644.97
2479735.94
2479824.66
Easting
1847335.54
1847342.22
1847346.20
1847360.25
1847401.80
1847433.86
1847452.38
1847451.19
Feet
1:120
20100
OUTHOUSE POINTS
STATION
sst:1 sst:2 sst:3 sst:4 sst:5 sst:6 sst:7 sst:8 sst:9
Elevation
111.85
110.30
109.40
108.98
108.98
109.40
109.00
108.09
108.40
Northing
2479702.90
2479707.77
2479727.42
2479712.50
2479729.73
2479744.64
2479766.41
2479811.52
2479814.38
Easting
1847298.24
1847317.38
1847337.00
1847351.94
1847369.13
1847354.19
1847375.91
1847420.95
1847416.73
OUTHOUSE POINTS
STATION
sst:10 sst:11 sst:12 sst:13 sst:14 sst:15 sst:16 sst:117
Elevation
109.00
109.50
109.40
109.70
110.50
111.00
111.40
0.00
Northing
2479803.76
2479771.91
2479748.18
2479730.96
2479711.30
2479708.37
2479708.47
2479731.65
Easting
1847406.14
1847374.33
1847350.65
1847333.46
1847313.84
1847306.38
1847300.52
1847349.98
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MATCH EXISTING ELEVATION
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MATCH EXISTING ELEVATION ALONG ROAD
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AutoCAD SHX Text NOTE: POSITIVE SLOPE INDICATES UPHILL, NEGATIVE SLOPE INDICATES DOWNHILL TRAIL GRADIENT SHALL NOT EXCEED 10%. TRAIL CROSS SLOPE SHALL NOT EXCEED 3%
DETAIL FRAME
STA:0+00.00
STA:0+12.72
STA:0+82.55
STA:0+87.55
STA:0+91.12
STA:1+04.87
STA:1+17.72
STA:1+22.79
STA:1+30.58
STA:1+43.42
STA:1+54.00
STA:1+59.24
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO. REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
6/1 8/2
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CM/JD
JD C-06
08 11
ALASKA
CHUGACH NATIONAL
FOREST
Grading Plan North
BBVC Lakefront Trail and Outhouse
Replacement
Feet
1:120
20100
BEACH ACCESS TRAIL POINTS
STATION
sta:0+00 sta:0+12.72 sta:0+82.55 sta:1+04.87 sta:1+17.72 sta:1+22.79
Elevation
109.05
108.69
107.11
105.40
104.12
103.96
Northing
2480199.09
2480211.09
2480280.93
2480303.10
2480315.53
2480320.43
Easting
1847477.67
1847481.61
1847482.03
1847480.35
1847477.09
1847475.80
BEACH ACCESS TRAIL POINTS
STATION
sta:1+30.58 sta:1+43.42 sta:1+54.00 sta:1+59.24 sta0+91.12 stal0+87.55
Elevation
103.18
101.83
100.62
0.00
106.71
106.96
Northing
2480327.97
2480340.67
2480351.25
2480355.75
2480289.50
2480285.93
Easting
1847473.82
1847472.27
1847472.41
1847470.03
1847482.08
1847482.06
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TRAIL SLOPE SHALL NOT EXCEED 10%. TRAIL CROSS SLOPE SHALL NOT EXCEED 3%
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATEREVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/8/
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07/17/24
JJ/JD
JD D-01
09 11
ALASKA
CHUGACH NATIONAL
FOREST
DETAIL SHEET 1
NO.
BBVC Lakefront Trail and Outhouse
Replacement
COMPACTED TYPE D
AGGREGATE
6" ALL SIDES
MUTCD R8-3gP
LOADING ZONE SIGN
PARALLEL TO
TRAFFIC DIRECTION
BASE
SLEEVE
EXISTING
GRADE
2.5" SQUARE
PERFORATED
STEEL
TUBING
VARIES
5' MIN
36"
6"
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TRAIL DETAIL
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RIP-RAP DETAIL
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AutoCAD SHX Text CLEARING AND GRUBBING LIMITS NOTES 1. CLEARING LIMITS SHALL EXTEND A MAXIMUM OF 4FT. BEYOND THE FILL SLOPE AND 3FT. BEYOND THE CUT SLOPE CATCH POINTS. 2. RETAIN BRANCH COLLAR WHEN PRUNING BRANCHES. 3. GRUBBING DEPTH SHALL BE TO TOP OF COMPETENT GROUND FREE OF ORGANIC MATERIALS, MICA, CLAY LUMPS, OR OTHER DELETERIOUS MATERIALS, 1FT. MAX. APPROVAL REQUIRED FROM CO FOR ADDITIONAL GRUBBING. 4. VERTICAL CLEARING LIMIT SHALL BE 10FT. FOR ALL TRAIL TYPES MEASURED AT TRAIL CENTERLINE. 5. CO MAY DESIGNATE TREES TO BE REMOVED OUTSIDE OF CLEARING LIMITS.
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PRUNE BRANCHES JUST BEYOND BRANCHING COLLAR
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FILL SLOPE
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CATCH POINT
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CUT SLOPE
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CATCH POINT
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10' VERTICAL CLEARING
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TRAIL CORRIDOR CLEARING LIMITS
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ACCESSIBLE REST AREA DETAIL
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ACCESSIBLE REST AREA MAX SLOPE 3% ANY DIRECTION
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OUTHOUSE GRAVEL PAD
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DRAWINGS NOT TO SCALE
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DRAWINGS NOT TO SCALE
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DRAWINGS NOT TO SCALE
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DRAWINGS NOT TO SCALE
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DRAWINGS NOT TO SCALE
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MATCH COLOR AND SIZE OF EXISTING RIP-RAP. CO SHALL APPROVE FINAL SELECTION
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AutoCAD SHX Text RIP-RAP FILL BETWEEN SWITCHBACKS ON TRAIL (RIP-RAP SHALL BE PLACED ON ALL SLOPES 2:1 OR GREATER)
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SWITCHBACK TRAIL
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EXISTING GROUND
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GRAVEL TRAIL
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CONCRETE TRAIL
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4" TYPE IA PORTLAND CEMENT CONCRETE
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6" MIN GRADE B CRUSHED AGGREGATE
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AutoCAD SHX Text GRUB AND BACKFILL WITH SELECTED MATERIAL GRADE C TO FILL VOIDS AFTER ROUGH GRADING OF SUBSTRATE OR TO PROVIDE FINAL ELEVATION MATCHING ORIGINAL GROUND, 1FT. MAX ADDITIONAL BACKFILL SHALL OCCUR ONLY WITH APPROVAL OF CO
AutoCAD SHX Text COMPETENT GROUND FREE OF ORGANICS, MICA, CLAY LUMPS, OR OTHER DELETERIOUS MATERIAL COMPACTED TO 3 COMPLETE PASSES WITH A PLATE COMPACTOR OR UNTIL VISUAL DISPLACEMENT CEASES
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CLASS 1 NON-WOVEN GEOTEXTILE PER 714.01
AutoCAD SHX Text 3%
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2" GRADE E CRUSHED AGGREGATE
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GRAVEL PAD CROSS SECTION
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4" GRADE C CRUSHED AGGREGATE
AutoCAD SHX Text GRUB AND BACKFILL WITH SELECTED MATERIAL TYPE E TO FILL VOIDS AFTER ROUGH GRADING OF SUBSTRATE OR TO PROVIDE FINAL ELEVATION MATCHING ORIGINAL GROUND, 1FT. MAX ADDITIONAL BACKFILL SHALL OCCUR ONLY WITH APPROVAL OF CO
AutoCAD SHX Text COMPACTED TO 3 COMPLETE PASSES WITH A PLATE COMPACTOR OR UNTIL VISUAL DISPLACEMENT CEASES
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RUNNING TRAIL GRADIENT
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RUNNING TRAIL GRADIENT
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SIGN POST DETAIL
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DRAWINGS NOT TO SCALE
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VIEWING PLATFORM AND RETAINING WALL
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DRAWINGS NOT TO SCALE
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APPROXIMATE LOCATION OF INTERP. PANELS. NOT SHOWN ON OTHER VIEWS
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TWO TIERS OF 48" WIDE TAPERED LANDSCAPE RETAINING WALL BLOCKS
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TWO (2) KEY BLOCKS AT 44" ON TOP TIER, TO ADJUST FOR CHANGE IN RADIUS
AutoCAD SHX Text GRADE A - CLASSIFIED FILL, WELL GRADED, NON-FROST SUSCEPTIBLE, GRADED IN ACCORDANCE WITH ASTM C 136.
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SAFETY RAILING
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TOP VIEW
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SECTION VIEW
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6" BASE PAD UNDER RETAINING WALL BLOCKS. GRADE D CRUSHED AGGREGATE.
AutoCAD SHX Text PLACE RIP-RAP OVER LOCATION OF DEMOLISHED CONCRETE STAIRS. MATCH SURROUNDING RIP-RAP IN SIZE AND COLOR. TO BE APPROVED BY CO.
AutoCAD SHX Text DRAINAGE COLLECTION PIPE 4" HDPE, ASTM D 1248 PIPE,PERFORATED, WRAPPED IN TYPE C GEOTEXTILE FILTER FABRIC
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GEOTEXTILE FILTER FABRIC, NON-WOVEN CLASS 1
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EXISTING SIDEWALK
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DRAINAGE COLLECTION PIPE
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DRAINAGE COLLECTION PIPE OUTLET (DAYLIGHT)
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HDPE TEE CONNECTOR
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GEOGRID AXG19 (OR APPROVED EQUAL) SOIL REINFORCEMENT (3.2' LENGTH), OVERLAPPING)
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3%%% MAX
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EXISTING
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GROUND
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2" GRADE E CRUSHED AGGREGATE PER TABLE 703-2
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4" GRADE D CRUSHED AGGREGATE PER TABLE 703-2
AutoCAD SHX Text GRUB AND BACKFILL WITH SELECTED MATERIAL GRADE E TO FILL VOIDS AFTER ROUGH GRADING OF SUBSTRATE OR TO PROVIDE SMOOTH UNIFORM SUBGRADE PRIOR TO PLACING BASE COURSE, 1FT. MAX. (ADDITIONAL BACKFILL SHALL OCCUR ONLY WITH APPROVAL OF CO)
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PROVIDE SMOOTH TRANSITION TO MATCH EXISTING GROUND
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CLASS 1 NON-WOVEN GEOTEXTILE PER 714.01
COMPETENT GROUND FREE OF ORGANIC MATERIAL, MICA, CLAY LUMPS, OR OTHER DELETERIOUS MATERIAL, COMPACTED TO 3 COMPLETE PASSES WITH A PLATE COMPACTOR OR UNTIL VISUAL DISPLACEMENT CEASES
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATEREVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/8/
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R10
05/17/24
CM/JD
JD D-02
10 11
ALASKA
CHUGACH NATIONAL
FOREST
DETAIL SHEET 2
NO.
BBVC Lakefront Trail and Outhouse
Replacement
TOP VIEW
FRONT VIEW
SIDE VIEW
24"
11"
9"
2"
10"
12"
FORMLINER
RELIEF
Ø 7
Ø 9
24"
LIFT POINT
24"12"
48"
44" FOR KEY BLOCKS
3"TAPER ON BOTH SIDES
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SCENIC OVERLOOK SAFETY RAIL
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DRAWINGS NOT TO SCALE
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BUILD TWO (2) MOUNT FOR INTERPRETIVE 24"X36" PANELS FOR EACH SIDE RAILING
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INTERPRETIVE PANEL MOUNT
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DRAWINGS NOT TO SCALE
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INTERPRETIVE PANEL
AutoCAD SHX Text INTERPRETIVE PANEL MOUNT SHALL BE INSTALLED ON CONCRETE LOCATION TO BE DETERMITED BY CO
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MATCH RAILING MATERIALS FOR INTERPRETIVE PANEL MOUNTS
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LANDSCAPE RETAINING WALL - FULL BLOCK
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DRAWINGS NOT TO SCALE
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0.69" (TYP.)
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EACH SAFETY RAILING PANEL IS THE SAME SIZE, FIFTEEN (15) TOTAL
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0.69" (TYP.)
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TOP OF CONCRETE
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TOP OF CONCRETE
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MOUNTING PLATE W/EXPANSION BOLD AND SHIELD
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2 1/2" X 3/16" SW STL. TUBE POST
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FRONT VIEW
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SIDE VIEW
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PLAN VIEW
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ENLARGED PLAN VIEW
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1 1/2" X 1/4" STL. BAR CONT.
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2" X 2 1/2 " X 1/4" STL. TAB
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2 1/2" X 3/16" SQ STL. TUBE CAP & BOTTOM RAIL
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10 GA GALVANIZED WIRE CLOTH Q/ 3" OPENING WELD TO STL. BAR
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CLASS 1 NON-WOVEN GEOTEXTILE PER 714.01
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EXISTING GROUND
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EXISTING SOIL
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MATCH COLOR AND SIZE OF EXISTING RIP-RAP. CO SHALL APPROVE FINAL SELECTION
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RIP-RAP PROTECTION FOR TRAIL
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WAVE BREAKING RIP-RAP
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DRAWINGS NOT TO SCALE
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.
DATE
PROJECT NO.
DRAWING SHEET NO.
DATEREVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
/8/
:1 7 J
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R10
05/17/24
CM/JD
JD D-03
11 11
ALASKA
CHUGACH NATIONAL
FOREST
DETAIL SHEET 3
NO.
BBVC Lakefront Trail and Outhouse
Replacement
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REMOVABLE BOLLARD
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DRAWINGS NOT TO SCALE
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CONCRETE PARKING DETAIL
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DRAWINGS NOT TO SCALE
AutoCAD SHX Text 4" TYPE IA PORTLAND CEMENT CONCRETE REINFORCED WITH #4 REBAR 2 18" O.C. BOTH WAYS
AutoCAD SHX Text 10" GRADE A - CLASSIFIED FILL, WELL GRADED, NON-FROST SUSCEPTIBLE, GRADED IN ACCORDANCE WITH ASTM C 136.
6" GRADE D CRUSHED AGGREGATE
| BBVC Site Plan-GENERAL NOTES.pdf |
| Sheets and Views |
| GENERAL NOTES |
File details come from the government source that posted it. Updated .