B08_Attachment_2_A06_40648879_GRTE_JL_Boat_Launch_240168_CD_Drawings-rev_3_2024.pdf
PDF 10 MB Posted
- Attached to
- IMPROVE JENNY LAKE BOAT LAUNCH & PARKING Federal contract opportunity
- Solicitation number
- 140P1424R0013
About this file
This document appears to be a set of attachment drawings related to a federal contract opportunity for the "Improve Jenny Lake Boat Launch & Parking" project in Grand Teton National Park.
The solicitation, with number 140P1424R0013, is for a project consisting of rehabilitation of a portion of the Lupine Meadows Road, construction of a new asphalt parking lot, revegetation of disturbed areas, new ADA parking, a boat prep lane, trail system improvements, and ADA lake access improvements. The project has an estimated magnitude between $1,000,000 and $5,000,000, with a 150-day performance period starting within 10 days of the notice to proceed. The procurement is set aside for small businesses under NAICS code 237310 with a $45M size standard. Prospective offerors must be registered in SAM and submit proposals via email.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 140P1424R0013_Amendment_1_Q_and_A_0001.docx | DOCX document | |
| Sol_140P1424R0013_Amd_0001.pdf | ||
| Site_Visit_Sign_In_Sheet_0001.jpg | JPG image | |
| B08_Attachment_3_Teton_County_Heavy_WY20240033_01052024.pdf | ||
| B08_Attachment_7_Past_Performance_Questionnaire.docx | DOCX document | |
| B08_Attachment_1_GRTE_JL_Boat_Launch_240168_CD_Specifications-REV-3_2024.pdf | ||
| B08_Attachment_8_Limitation_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| B08_Attachment_4_GRTE_JL_Boat_Launch_240168_PRICE_EVALUATION_ONLY.xlsx | XLSX spreadsheet | |
| Sol_140P1424R0013.pdf | ||
| B08_Attachment_6_General_References.pdf | ||
| B08_Attachment_5_Project_Experience_Form.docx | DOCX document |
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Text version
11.21.2023
A
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VEHICLES WITH TRAILERS ONLY
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AutoCAD SHX Text 8/24/23 14:15 KYLE R19 F:\7112.30 GRTE JENNY LAKE BOAT LAUNCH AND PARKING\DWG\CIVIL\C05.0_SITE PLAN KEY.DWG
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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OF
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TITLE OF SHEET
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SITE PLAN KEY
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K. DRUYVESTEIN
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K. GAUTHIER
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JENNY LAKE BOAT LAUNCH & PARKING
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GRAND TETON NATIONAL PARK
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SCALE OF FEET
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SITE PLAN KEY
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BOAT LAUNCH AREA, SEE SHEET C5.5
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NORTH PLAN & PROFILE AREA, SEE SHEET C5.3
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PARKING LOT AREA, SEE SHEET C5.4
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SOUTH PLAN & PROFILE AREA, SEE SHEET C5.2
JLB ACCESS ROAD, SEE SHEET C5.6
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ROADWAY & PARKING LOT
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TYPICAL SECTIONS
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JENNY LAKE BOAT LAUNCH & PARKING
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GRAND TETON NATIONAL PARK
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MAIN ROAD
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STA 100+00 - STA 107+68.11
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TRAVEL WAY
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BOAT AND CAR PARKING AREAS
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VARIES SEE SHEET C6.0
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IMPROVED ACCESS ROADWAY SECTIONS AND PARKING LOT DRIVE AISLE
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VEHICLES WITH TRAILERS ONLY
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20 PARKING SPACES X 9' = 180'
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12' TYP.
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AutoCAD SHX Text 8/24/23 14:15 KYLE R19 F:\7112.30 GRTE JENNY LAKE BOAT LAUNCH AND PARKING\DWG\CIVIL\C05.4_SITE PLAN PARKING LOT.DWG
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DATE:
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OF
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PARKING LOT SITE PLAN
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K. DRUYVESTEIN
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K. DRUYVESTEIN
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K. GAUTHIER
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JENNY LAKE BOAT LAUNCH & PARKING
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GRAND TETON NATIONAL PARK
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AutoCAD SHX Text EXUM ACCESS: AS THE EXUM ACCESS ROAD LEADS TO EXUM MOUNTAIN : AS THE EXUM ACCESS ROAD LEADS TO EXUM MOUNTAIN GUIDES OPERATIONS, CONTRACTOR WILL NEED TO MAINTAIN A FORM OF ACCESS DURING CONSTRUCTION FOR EXUM EMPLOYEES. BEAR BOX PLACEMENT: CONTRACTOR TO COORDINATE FINAL BEAR BOX CONTRACTOR TO COORDINATE FINAL BEAR BOX LOCATIONS WITH NPS/CONTRACTING OFFICER. IRRIGATION NOTES: CONTRACTOR TO PREPARE AN IRRIGATION LAYOUT PLAN CONTRACTOR TO PREPARE AN IRRIGATION LAYOUT PLAN PRIOR TO INSTALLING TREES. THIS PLAN SHALL SHOW BACKFLOW PREVENTOR, AND VALVE BOX LOCATIONS. IRRIGATION LAYOUT PLAN SHALL BE REVIEWED AND APPROVED BY CO. BASED ON ACTUAL MEASURED WATER PRESSURE ON-SITE, THE SYSTEM SHALL BE DESIGNED WITH ENOUGH IRRIGATION ZONES TO ENSURE PERFORMANCE AT EACH BUBBLER. ALL NEWLY PLANTED TREES SHALL BE IRRIGATED WITH AT LEAST ONE BUBBLER THAT PROVIDES SPECIES APPROPRIATE WATER VOLUME. TREES WITH ROOT BALLS 30" OR GREATER SHALL BE IRRIGATED WITH TWO BUBBLERS LOCATED ON OPPOSITE SIDES OF THE ROOT BALL. DUMPSTER & RECYCLING CONCRETE PAD: CONTRACTOR TO CONSTRUCT CONTRACTOR TO CONSTRUCT CONCRETE DUMPSTER PAD, PROCUREMENT AND PLACEMENT OF DUMPSTER & RECYCLING FIXTURE BY NPS.
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SITE IMPROVEMENT FOOTNOTES::
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SCALE OF FEET
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PARKING LOT SITE PLAN
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MAIN GRAVEL ROADWAY
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DISTURBANCE LIMITS, TYP.
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WOODEN BOLLARDS, TYP.
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MECHANICALLY PLACED BOULDERS, TYP. (X39)
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BEAR BOX, TYP.
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CONCRETE PAD FOR PORTABLE TOILET, 9'X10'
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PARKING LOT STRIPING, TYP.
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EDGE OF GRAVEL ROADWAY
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26' WIDE GATEWAY TO BE PROCURED AND INSTALLED BY NPS.
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MONOLITHIC EDGE SIDEWALK, TYP.
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LAYDOWN CURB SECTION TO ALLOW ACCESS FROM ACCESS AISLE
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CUSTOM "JENNY LAKE BOAT LAUNCH PARKING" SIGNAGE, SEE SHEET C8.0
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CUSTOM "JENNY LAKE BOAT LAUNCH PARKING" SIGNAGE, SEE SHEET C8.0
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DUMPSTER & RECYCLING LOCATION W/ 19' X 12' CONCRETE PAD
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AutoCAD SHX Text 2" CONDUIT AND IRRIGATION LINE TO BE PLACED IN SAME TRENCH, SEE SITE PLAN OVERVIEW FOR SOURCE/TIE IN LOCATION. CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER ON TIE IN INFORMATION.
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AutoCAD SHX Text SITE IMPROVEMENT GENERAL NOTES: 1. CONTRACTOR WILL FOR NOT ENTER THE JENNY LAKE WETTER CONTRACTOR WILL FOR NOT ENTER THE JENNY LAKE WETTER PERIMETER UNDER ANY CIRCUMSTANCES WITH ANY EQUIPMENT. 2. THE CONTRACTOR SHALL IMPLEMENT PROPER SAFETY MEASURES TO THE CONTRACTOR SHALL IMPLEMENT PROPER SAFETY MEASURES TO PROTECT WORKERS, PARK EMPLOYEES, PARK VISITORS, AND WILDLIFE DURING CONSTRUCTION. 3. CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. THERE ARE NO KNOWN UTILITIES WITHIN THE PROJECT AREA, HOWEVER THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT NO UTILITIES EXIST IN AREAS OF CONSTRUCTION. 4. SEE SHEET C6.0 FOR PARKING LOT GRADING. SEE SHEET C6.0 FOR PARKING LOT GRADING. 5. SEE SHEET 8.0 FOR SITE SIGNAGE PLAN.SEE SHEET 8.0 FOR SITE SIGNAGE PLAN.
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IRRIGATION AND CONDUIT LINE TIE-IN LOCATION::
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SCALE OF FEET
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EXUM PARKING LOT/BUILDINGS
AutoCAD SHX Text SHARED TRENCH TO BE ROUTED ALONG THE SIDE OF THE EXISTING ROADWAY, MINIMUM 2' OFFSET. APPROX. LENGTH OF IRRIGATION LINE = 620 FEET.
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STOP SIGN
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STOP SIGN
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RAMP ARROWS FOR INFORMATIONAL PURPOSES ONLY, TYP.
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AutoCAD SHX Text 516" FIBER GLASS SNOW STAKE, PRELIMINARY LOCATIONS SHOWN, STAKES TO BE PLACED BY NPS ROAD CREW.
AutoCAD SHX Text 10X GOVERNMENT FURNISHED LODGE POLE PINES, TO BE PLANTED WITH 12' OF SEPARATION BETWEEN EACH TREE, SEE SHEET L1.0
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DETECTABLE WARNING PANEL
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TRAILER PARKING ONLY SIGN
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TRAILER PARKING ONLY SIGN
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AutoCAD SHX Text CONCRETE PAD FOR FUTURE TRASH AND RECYCLING - 4'X6' (RECEPTACLES NOT IN CONTRACT)
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C8.3
8/24/23 14:15 KYLE R19 F:\7112.30 GRTE JENNY LAKE BOAT LAUNCH AND PARKING\DWG\CIVIL\C08.3_GENERAL CIVIL DETAILS.DWG
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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GENERAL CIVIL DETAILS
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AutoCAD SHX Text 189892
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K. DRUYVESTEIN
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K. DRUYVESTEIN
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K. GAUTHIER
AutoCAD SHX Text 03.09.2024
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JENNY LAKE BOAT LAUNCH & PARKING
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GRAND TETON NATIONAL PARK
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%%UBOAT ACCESS DETAIL (CONCEPT ONLY)
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NTS
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AutoCAD SHX Text BOAT ACCESS NOTE: FOR CONCEPTUAL UNDERSTANDING ONLY, : FOR CONCEPTUAL UNDERSTANDING ONLY, CONTRACTOR TO COORDINATE FINAL ORIENTATION WITH CONTRACTING OFFICER.
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1. MINIMUM OF SIX (6") INCHES (COMPACTED DEPTH) OF CRUSHED AGGREGATE BASE COURSE MINIMUM OF SIX (6") INCHES (COMPACTED DEPTH) OF CRUSHED AGGREGATE BASE COURSE SHALL BE COMPACTED TO 95% PROCTOR DENSITY PER THE PROJECT SPECIFICATIONS. 2. CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR A SQUARE PANEL AS CONTRACTION JOINTS SHALL BE SPACED SO AS TO FORM AS NEAR A SQUARE PANEL AS POSSIBLE, NO SINGLE PANEL SHALL EXCEED EIGHT (8') FEET ON ANY SIDE. 3. CONTRACTION JOINTS SHALL BE A MINIMUM THREE-FOURTHS (3/4") INCHES DEEP. CONTRACTION JOINTS SHALL BE A MINIMUM THREE-FOURTHS (3/4") INCHES DEEP. 4. EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC MATERIAL SHALL BE PLACED AT EXPANSION JOINTS OF ONE-HALF (1/2") INCH THICK MASTIC MATERIAL SHALL BE PLACED AT THE FOLLOWING LOCATIONS: 4.1. EVERY FIFTY (50') FEET OF UNINTERRUPTED SIDEWALK. EVERY FIFTY (50') FEET OF UNINTERRUPTED SIDEWALK. 4.2. GRADE BREAKS. GRADE BREAKS. 4.3. ALONG SIDEWALK INTERFACE ALONG SIDEWALK INTERFACE 5. FINISHED SIDEWALK SURFACE SHALL BE BROADCASTED OBSIDIAN AGGREGATE WITH A BROOMED FINISHED SIDEWALK SURFACE SHALL BE BROADCASTED OBSIDIAN AGGREGATE WITH A BROOMED FINISH, AS APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE. 6. NO SIDEWALK SHALL BE POURED WITHOUT AN INSPECTION AND APPROVAL OF FORM PLACEMENT BY THE CONTRACTING OFFICER'S REPRESENTATIVE.
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SIDEWALK PANELS SHALL BE AS SQUARE AS POSSIBLE
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CONTRACTION JOINT SHALL BE A MINIMUM 3/4" DEEP
AutoCAD SHX Text AGGREGATE BASE COURSE 6" COMPACTED DEPTH (COMPACT TO 95% OF PROCTOR DENSITY PER THE PROJECT SPECIFICATIONS)
AutoCAD SHX Text SUBGRADE (COMPACT TOP 6" TO 95% OF PROCTOR DENSITY PER THE PROJECT SPECIFICATIONS)
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CONCRETE SIDEWALK, SEE NOTE 5 BELOW
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%%UTYPICAL SIDEWALK SECTION DETAIL
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NTS
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BROADCAST OBSIDIAN AGGREGATE AND PROVIDE BROOMED FINISH, SEE NOTE 5
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NOTE: REINFORCE AND REINFORCE AND PLACE JOINTS PER SPECIFICATION
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MONOLITHIC CONCRETE SIDEWALK
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PAVEMENT STRUCTURE (SEE PAVEMENT TYPICAL SECTION )
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AGGREGATE BASE COURSE, PER SIDEWALK SECTION BELOW
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COMPACTED SUBGRADE (TYP)
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1.5% MAX.
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%%UTYPICAL MONOTLITHIC SIDEWALK DETAIL
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NTS
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6X6 - W1.4 X W1.4 WELDED WIRE FABRIC REINFORCEMENT AT PAVEMENT MID DEPTH
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34" TALL HAND RAIL, SEE DETAIL 4 OF THIS SHEET
AutoCAD SHX Text BOULDERS TO BE PLACED IN ORDER TO FACILITATES A "U" WHERE PEDESTRIANS CAN PLACE THEIR KAYAK FOR LAUNCH THIS "U" WILL BE MINIMUM 4' WIDE
AutoCAD SHX Text CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER TO OBTAIN SLAB LIKE BOULDERS THAT ARE FLAT/RECTANGULAR IN NATURE
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CONTRACTOR TO FILL LARGE CRACKS/GAPS WITH FILL MATERIAL WHERE NECESSARY
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1" RADIUS
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%%UBOAT ACCESS HANDRAIL
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NTS
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1.9" OD 0.065" WALL THICKNESS
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SEE MOUNTING INSTRUCTIONS THIS DETAIL
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CONCEPTUAL ROCK SLAB
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PRE-DRILLED HOLE TO BE FILLED WITH HIGH STRENGTH ANCHORING EPOXY
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CONTRACTOR TO SET HANDRAIL IN ROCK SLAB TO BE LEVEL
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MOUNTING INSTRUCTIONS
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2.15'
| Sheets and Views |
| 1 G_COVER - Cover |
| 2 C01.0_Legend - Legend |
| PLOT |
| 3 C02.0_Site Plan Over View & Notes - Overview & Notes |
| PLOT |
| 4 C03.0_Project Control Points - Project Control Points |
| PLOT |
| 5 C04.0_Demolition Plan - Demo Plan |
| PLOT |
| 6 C05.0_Site Plan Key - P&P KEY |
| PLOT |
| 7 C05.1_Typical Sections - Details |
| PLOT |
| 8 C05.2_Plan & Profile S - P&P S |
| PLOT |
| 9 C05.3_Plan & Profile N - P&P N |
| PLOT |
| 10 C05.4_Site Plan Parking Lot |
| PLOT |
| 11 C05.5_Site Plan Boat Ramp |
| PLOT |
| 12 C05.6_Site Plan JLB Access Road - JLB ACCESS ROAD |
| PLOT |
| 13 C06.0_Grading Plan Parking Lot |
| PLOT |
| 14 C06.1_Grading Plan Boat Ramp |
| PLOT |
| 15 C06.2_Grading Point Table - POINT TABLES |
| PLOT |
| 16 C07.0_Road Cross Sections - CROSS SECTIONS |
| PLOT |
| 17 C07.1_Road Cross Sections - CROSS SECTIONS |
| PLOT |
| 18 C08.0_Sign & Striping Details - Details |
| PLOT |
| 19 C08.1_General Civil Details - Details |
| PLOT |
| 20 C08.2_General Civil Details - Details |
| PLOT |
| 21 C08.3_General Civil Details - Details |
| PLOT |
| 22 C08.4_General Civil Details - Details |
| PLOT |
| 23 C08.5_General Civil Details - Details |
| PLOT |
| 24 L1.0_Landscape Plan and Planting - Details |
| PLOT |
File details come from the government source that posted it. Updated .