B08_-_SolicitationB0003_Atch2Drawings.pdf

PDF 9 MB Posted Jul 15, 2021

Attached to: Replace Peavine and Big Spring Pavilions Federal contract opportunity
Solicitation number: 140P6221B0003
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 28, 2023

This solicitation package includes construction drawings and specifications for replacing two pavilions at Ozark National Scenic Riverways in Missouri. The project involves demolishing the existing Big Springs and Peavine pavilions and constructing new accessible structures with concrete pads, walkways, site furnishings, and electrical work. Bidders will remove portions of asphalt and concrete surfaces, protect existing trees and infrastructure, and install erosion control measures. The new pavilions will feature painted steel beams and columns, wood framing and decking, and synthetic shake shingle roofs. Site plans provide construction layout and grading details. Electrical drawings show fixture and panel schedules. The solicitation number is 140P6221B0003 with a response due date not specified. The federal agency is the National Park Service Midwest Region.

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Other files for this federal contract opportunity

Other files attached to Replace Peavine and Big Spring Pavilions, newest first.
File	Type	Posted
B09_-_SolicitationAmendment3_Atch8_B0003_0003.pdf	PDF	Aug 17, 2021
Sol_140P6221B0003_Amd_0003.pdf	PDF	Aug 17, 2021
Sol_140P6221B0003_Amd_0002.pdf	PDF	Aug 16, 2021
Sol_140P6221B0003_Amd_0001.pdf	PDF	Aug 12, 2021
B09_-_SolicitationAmendment1_Atch7_0001.pdf	PDF	Aug 12, 2021
Sol_140P6221B0003.pdf	PDF	Jul 15, 2021
B08_-_SolicitationB0003_Atch1Specifications.pdf	PDF	Jul 15, 2021
B08_-_SolicitationB0003_Atch6CPARS.pdf	PDF	Jul 15, 2021
B08_-_SolicitationB0003_Atch5SF24BidBond.pdf	PDF	Jul 15, 2021
B08_-_SolicitationB0003_Atch4OF17.pdf	PDF	Jul 15, 2021
B08_-_SolicitationB0003_Atch3WageDetermination.pdf	PDF	Jul 15, 2021

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140P6221B0003 Attachment 2 Page 1

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ARKANSAS

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NATIONAL FOREST

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FOREST

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PECK RANCH

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MO.

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MO.

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OZARK NATIONAL SCENIC RIVERWAYS

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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INTERIOR REGIONS 3, 4, AND 5

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF DRAWING

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COVER

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BIG SPRINGS DISTRICT

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CARTER

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MISSOURI

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PKG.

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NO.

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SHEET

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DRAWING NO.

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VAN BUREN

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MISSOURI

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CONSTRUCTION DRAWINGS

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QUALITY DESIGN CERTIFICATION

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REVISION

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PMIS - 253636

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REGIONAL MAP PROJECT LOCATION

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR BS-Peavine_Cover.dwg

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MWR

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PROJECT AREA

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OZARK NATIONAL SCENIC RIVERWAY

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BIG SPRINGS AND PEAVINE PAVILIONS RECONSTRUCTION

AutoCAD SHX Text SHT SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE 1 COVER COVER 2 L0-1 GENERAL NOTES - PHOTO DOCUMENTATION REFERENCE L0-1 GENERAL NOTES - PHOTO DOCUMENTATION REFERENCE GENERAL NOTES - PHOTO DOCUMENTATION REFERENCE 3 L1-0 BIG SPRINGS PAVILION REMOVALS PLAN L1-0 BIG SPRINGS PAVILION REMOVALS PLAN BIG SPRINGS PAVILION REMOVALS PLAN 4 L1-1 BIG SPRINGS PAVILION SITE LAYOUT PLAN L1-1 BIG SPRINGS PAVILION SITE LAYOUT PLAN BIG SPRINGS PAVILION SITE LAYOUT PLAN 5 L1-2 BIG SPRINGS PAVILION SITE GRADING PLAN L1-2 BIG SPRINGS PAVILION SITE GRADING PLAN BIG SPRINGS PAVILION SITE GRADING PLAN 6 L2-0 PEAVINE PAVILION REMOVALS AND SITE LAYOUT PLANS L2-0 PEAVINE PAVILION REMOVALS AND SITE LAYOUT PLANS PEAVINE PAVILION REMOVALS AND SITE LAYOUT PLANS 7 L2-1 PEAVINE PAVILION SITE GRADING PLAN L2-1 PEAVINE PAVILION SITE GRADING PLAN PEAVINE PAVILION SITE GRADING PLAN 8 L3-0 SITE DETAILS L3-0 SITE DETAILS SITE DETAILS 9 A1 PLANS A1 PLANS PLANS 10 A2 ELEVATIONS A2 ELEVATIONS ELEVATIONS 11 A3 SECTIONS A3 SECTIONS SECTIONS 12 A4 DETAILS A4 DETAILS DETAILS 13 E1 BIG SPRINGS PAVILION - PEAVINE PAVILION ELECTRICALE1 BIG SPRINGS PAVILION - PEAVINE PAVILION ELECTRICALBIG SPRINGS PAVILION - PEAVINE PAVILION ELECTRICAL

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SHEET INDEX

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PARK

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MAP

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SCALE OF KILOMETERS

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SCALE OF MILES

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TRAIL

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PUBLIC RIVER ACCESS

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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HQ.

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CREEK

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UNPAVED ROAD

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COUNTY LINE

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STATE LINE

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PARK BOUNDARY

LEGEND

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, REFERENCED STANDARDS AND SPECIFICATIONS, AND GENERAL CONDITIONS IN THE CONTRACT.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF ALL FINAL QUANTITIES AND METHODS IN ORDER TO CONDUCT THE WORK PRIOR TO SUBMITTING THEIR BID.

3. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY CONSTRUCTION DOCUMENT SHEETS AND INFORMATION APPLICABLE TO THEIR AREA OF WORK AS WELL AS WORK

INFLUENCED BY OR INFLUENCES WORK BY OTHER TRADES. .

4. ENSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED

AUTHORIZATION FOR DEMOLITION FROM RESPONSIBLE AGENCIES, CONTRACTING OFFICER AND REPRESENTATIVE, PARK STAFF POINT OF CONTACT, AND FULLY ACKNOWLEDGE

PRIOR TO COMMENCING WORK ON SITE.

5. LOCATE AND VERIFY (HORIZONTALLY AND VERTICALLY) ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND FOR NOTIFYING THE AGENCIES TO MAKE THE NECESSARY

ARRANGEMENTS FOR ANY RELOCATION, TEMPORARY DISTRIBUTION SERVICE, OR CLARIFICATION OF ACTIVITY REGARDING SAID UTILITY. THE CONTRACTOR SHALL EXERCISE

CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THESE PLANS OR FIELD LOCATED. ANY DELAY OR INCONVENIENCE OF THE VARIOUS UTILITIES

SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES.

7. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES OR

GRADES, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.

8. ALL PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AT THE CONTRACTORS EXPENSE. PHOTO

DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK CONTRACTING OFFICER REPRESENTATIVE (COR) TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING DAMAGE AS

CONSTRUCTION ACTIVITY CAUSED.

9. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE REQUIREMENTS, AND/OR TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT

DOCUMENTS.

10. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT IMPLY TO COVER ALL MEANS AND METHODS OF

CONSTRUCTION.

11. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP INDUSTRY STANDARDS FOR EACH RESPECTIVE TRADE.

12. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.

13. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION AS SOON AS THE DISCREPANCY OR

OMISSION IS FOUND. CONTRACTOR SHALL NOT PROCEED WITH WORK AT THE DISCREPANCY OR OMISSION PRIOR TO RECEIVING DIRECTION FROM THE COR.

14. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE SPECIFICATIONS REQUIREMENT SHALL BE USED.

15. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN FORM. SUBMIT ALL COMMUNICATION REQUESTS

TO COR AND ONLY WRITTEN RESPONSES FROM THE CO OR COR WILL BE CONSIDERED APPROVED/AUTHORIZED.

16. PROVIDE SHOP DRAWINGS TO THE COR AND OBTAIN APPROVAL PRIOR TO ORDERING ANY MATERIALS. THE GOVERNMENT WILL NOT BE RESPONSIBLE TO PAY FOR ANY

UN-APPROVED MATERIALS NOR MATERIALS NOT INCORPORATED INTO THE SCOPE OF THE PROJECT WORK.

17. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS MATERIALS AND EQUIPMENT. IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE.

18. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND CONSTRUCTION OF THE PROPOSED WORK.

19. THE PROJECT IS TO RECORD TYPES AND VOLUMES OF MATERIALS THAT ARE DIVERTED FROM THE LANDFILL TO RECYCLING CENTER OR PARK STOCKPILE. DOCUMENTATION SHALL

BE A SHARED COMMUNICATION BETWEEN THE CONTRACTOR AND COR AND CONTRACTOR SHALL SUBMIT ALL LOAD TICKETS IDENTIFYING WEIGHTS AND MATERIALS PROVIDED AT

LANDFILLS OR RECYCLING CENTERS. THE CONTRACTOR SHALL DETERMINE WITH THE COR THE METHOD TO TRACK APPROXIMATED EXISTING MATERIALS, IF ANY, THAT ARE

REMOVED AND STOCKPILED WITHIN THE PARK PROPERTY AND CONSIDERED SALVAGED MATERIAL DIVERTED FROM THE LANDFILL.

VEHICLE AND EQUIPMENT REQUIREMENTS AND LIMITATIONS:

1. ALL VEHICLES AND EQUIPMENT ACCESSING THE PARK SHALL BE IN PROPER WORKING ORDER WITH NO VISIBLE SIGN OF FUEL OR FLUID LEAK OR INAPPROPRIATE DISCHARGE. THE COR AND

PARK STAFF RESERVE THE RIGHT TO REFUSE ENTRY OR REQUIRE REMOVAL OF ANY VEHICLE OR EQUIPMENT DEMONSTRATING DISREPAIR OR MALFUNCTION.

2. ALL VEHICLES AND EQUIPMENT SHALL BE OF A SIZE AND MANEUVERABILITY TO NAVIGATE THE EXISTING PARK ROADS AND PROJECT WORK AREAS WITH MINIMAL OVERRUN INTO

UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO PAVEMENT, STRUCTURES, OR PARK LANDSCAPE SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR BETTER AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. THE CONTRACTOR SHALL USE THE SMALLEST SIZED EQUIPMENT REASONABLE TO PERFORM THE WORK WITHIN THE PROJECT AREA. THE LANDSCAPE OF THE BIG SPRINGS AREA IS CONSIDERED

AN ASSET OF THE PARK.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AMENITIES WITHIN THE IMMEDIATE AREA OF ACTIVE EQUIPMENT USE (PLYWOOD OR SIMILAR) TO AVOID MARRING

OR OTHER IMPACT DAMAGES. THIS INCLUDES BUT IS NOT LIMITED TO TREES TO REMAIN, KIOSKS AND PARK SIGNAGE STRUCTURES, PUBLIC USE PICNIC AREAS, ETC.

5. THE COR RESERVES THE RIGHT TO REQUIRE ADDITIONAL PROTECTION MEASURES BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT IF CONSTRUCTION PRACTICES PROVE TO PLACE

NATURAL OR CULTURAL LANDSCAPE AMENITIES AT RISK TO DAMAGE OR CONTRACTOR PROACTIVE PROTECTION EFFORTS PROVE TO BE INSUFFICIENT.

6. THE CONTRACTOR SHALL NOT PARK ANY MECHANICAL EQUIPMENT OR VEHICLES WITHIN DRIP LINES OF EXISTING TREES OR OTHER LOCATIONS NOT PREVIOUSLY APPROVED BY THE COR.

GRADING AND SOIL STABILIZATION NOTES:

1. GENERAL: UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE OF IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED. PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES, CUT OUT SOFT SPOTS, FILL LOW SPOTS, AND TRIM HIGH

SPOTS TO COMPLY WITH REQUIRED SURFACE TOLERANCES.

2. SITE GRADING: SLOPE GRADES TO DIRECT WATER AWAY FROM WALKWAY PAVEMENTS AND TO PREVENT PONDING.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES NECESSARY TO MINIMIZE SEDIMENT DISCHARGE INTO

NATURAL DRAINAGE WAYS, STORM INLETS, PARKING AREAS OR UNDISTURBED AREAS OUTSIDE THE LIMITS OF WORK.

4. DISTURBED AREAS WHICH ARE AT FINISH GRADE SHALL BE PERMANENTLY SEEDED WITHIN SEVEN (7) DAYS. WITH SPECIFIED TURF MIXES.

GENERAL CLEARING, DEMOLITION AND SITE PREPARATION:

1. PRIOR TO START OF ANY DEMOLITION ACTIVITIES, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.

2. DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT.

3. DO NOT BURN DEMOLISHED MATERIALS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT UNDISTURBED PARK AREAS, ROADS, AND PUBLIC

RIGHT-OF-WAY OR PROPERTIES.

4. FUGITAVE DUST MUST BE CONTROLLED BY PROPER WETTING, CHEMICAL STABILIXERS, OR WIND BARRIERS. DIRT TRACKED ONTO PAVED ROADS SHALL BE MINIMIZED AND CLEANED OFF DAILY

WHEN OCCURRING.

SITE REPRESENTATIVE PHOTO GALLERY:

1. THE FOLLOWING PHOTOGRAPHS DEPICT EXISTING CONTEXT OF THE BIG SPRINGS AND PEAVINE AREAS OF THE PARK FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO

DOCUMENT THE ENTIRETY OF THE PROJECT AREA. BIDDING CONTRACTORS REMAIN RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE TO THE EXTENT THEY DETERMINE IN

ORDER TO PREPARE THEIR BID. THE AWARDED CONTRACTOR SHALL REMAIN RESPONSIBLE FOR TAKING PRE-CONSTRUCTION PHOTOGRAPHS REQUIRED IN THE S.O.W. WITHIN THESE

DOCUMENTS.

BIG SPRINGS SHELTER PAD FROM

PARKING AREA

1. THE CONTRACTOR SHALL BE RESPONSIBLE FROM PROTECTING THE LANDSCAPE ADJACENT TO THE PROJECT AREA FROM SEDIMENT DISCHARGE DUE TO CONSTRUCTION ACTIVITY. MEASURES AS SHOWN ON THE PLAN ARE A MINIMUM LEVEL OF PROJECTED PROTECTION BUT DOES NOT EXCUSE THE CONTRACTOR FROM SITE PROTECTION AND INCORPORATION OF ADDITIONAL PROTECTION PRODUCTS AND METHODS

NECESSARY.

2. THE CONTRACTOR SHALL BE ALLOWED TO INCORPORATE MEASURES THAT CAN BE EFFICIENTLY MOVED AS WORK PROGRESSES THROUGH THE SITE PROVIDED SUITABLE PROTECTION IS ESTABLISHED

WHERE MEASURES ARE REMOVED.

3. PERVIOUS AREAS THAT HAVE ACHIEVED FINAL FINE GRADING ACTIVITIES SHALL BE SEEDED UPON COMPLETION PROGRESSIVELY ACROSS THE PROGRESS OF WORK. THE CONTRACTOR SHALL NOT WAIT UNTIL

THE ENTIRETY OF EARTHWORK IS COMPLETE BEFORE TURF SEEDING BEGINS.

EROSION AND SEDIMENT CONTROL NOTES:

BIG SPRINGS AREA

BIG SPRINGS PARKING AREA BIG SPRINGS SHELTER NW CORNER CURB

WALL, ELECTRICAL AND WATER/SEWER

BIG SPRINGS SHELTER

FLAGSTONE APPROACH WALK

BIG SPRINGS WATER FOUNTAIN

AND CLEANOUT

PEAVINE SHELTER PAD FROM PARKING AREA

PEAVINE KIOSK AND PARKING

FROM SHELTER PAD

PEAVINE SHELTER PAD AND

EXISTING GRILL

140P6221B0003 Attachment 2 Page 2

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SITE GENERAL NOTES PHOTO DOCUMENTATION REFERENCE

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TLB

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OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

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AMM

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BIG SPRING PAVILION SITE AREA

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PEAVINE PAVILION SITE AREA

ROAD ACCESS FROM VAN BUREN, MO.

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140P6221B0003 Attachment 2 Page 3

REMOVE ENTIRE REMAINING SHELTER PAD, INCLUDING CURB WALLS, RAMP, AND PAVEMENT

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REMOVE EXISTING FLAGSTONE AND CONCRETE BASE WALK

AutoCAD SHX Text REMOVE EXISTING FOUNTAIN. SALVAGE WATER AND DRAIN INFRASTRUCTURE FOR INCORPORATING INTO NEW DRINKING FOUNTAIN INSTALLATION

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PROTECT EXISTING LITTER RECEPTACLE

AutoCAD SHX Text PROVIDE TREE ARMORING (2X WOOD MATERIAL STRAPPED VERTICALLY AROUND TRUNK) TO HEIGHT OF 8' FOR LIMIT OF TREE TRUNK SUBJECT TO CONFLICT OR IMPACT BY CONSTRUCTION ACTIVITY

AutoCAD SHX Text REMOVE EXISTING CAPPED WATER AND DRAIN SUPPLY LINES AT LIMITS OF NEW CONCRETE FLATWORK

AutoCAD SHX Text REMOVE EXISTING ELECTRICAL. COORDINATE RE-ROUTING OR CAPPING WITH NEW SCOPE OF WORK FOR SHELTER POWER

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PROTECT EXISTING PLAYGROUND EQUIPMENT

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SAWCUT AND REMOVE PORTION OF ASPHALT WALK

AutoCAD SHX Text FIELD VERIFY BEGINNING OF PARKING WALK WITH POINT OF INTERSECTION WITH SHELTER WALK

AutoCAD SHX Text PRIOR TO REMOVALS, IT IS RECOMMENDED THE CONTRACTOR ESTABLISH OFFSET STAKES TO IDENTIFY EXG. NE CORNER OF SHELTER PAD AS AVAILABLE BASELINE FOR USE IN NEW SHELTER PAD LAYOUT

AutoCAD SHX Text PRIOR TO REMOVALS, IT IS RECOMMENDED THE CONTRACTOR ESTABLISH OFFSET STAKES TO IDENTIFY EXG. NW CORNER OF SHELTER PAD AS AVAILABLE BASELINE FOR USE IN NEW SHELTER PAD LAYOUT

AutoCAD SHX Text PROTECT EXISTING TREES. DO NOT PLACE EQUIPMENT OR STOCKPILE REMOVALS OR SOIL WITHIN DRIPLINES. PLACEMENT OF CONSTRUCTION FENCING IS AT CONTRACTOR DETERMINATION UNLESS CONSTRUCTION ACTIVITIES DEMONSTRATE AS RISK TO THE TREES. COR TO ADDRESS WITH CONTRACTOR OR REQUIRE PLACEMENT OF INCREASED TREE PROTECTION AT CONTRACTOR EXPENSE IF NECESSARY.

AutoCAD SHX Text PROVIDE AND INSTALL 150 L.F. OF 9" STRAW WATTLE. INSTALL AND STAKE PER MANUFACTURER RECOMMENDATIONS. WATTLE TO ADDITIONALLY DELINEATE SOUTHERN LIMITS OF CONSTRUCTION DISTURBANCE

AutoCAD SHX Text BID LINE ITEM 2 (NPS ALTERNATIVE SCOPE)- SAW CUT AND REMOVE (2) ASPHALT PARKING ACCESSIBLE STALLS AND AISLE. ASPHALT PAVEMENT TO REMAIN IF LINE ITEM 2 IS NOT AWARDED.

AutoCAD SHX Text

PROTECT EXISTING FLAGSTONE PAVEMENT BAND

AutoCAD SHX Text ELEVATION AT EXISTING LITTER RECEPTACLE PAD AVAILABLE AS BENCHMARK FOR EARTHWORK.

AutoCAD SHX Text PARK TO REMOVE TIMBER CURB STOPS FOR CONTRACTOR. CONCRETE RAISED FOOTING SHALL REMAIN UNDER BASE BID

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Big Springs L1-0.dwg

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BIG SPRINGS SHELTER REMOVALS PLAN

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SITE REMOVALS PLAN

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AutoCAD SHX Text L1.0

AutoCAD SHX Text 1" = 10'-0"

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DESIGNED:

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TECH. REVIEW:

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DATE:

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SUB SHEET NO.

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NO.

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REVISION

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AutoCAD SHX Text 03-25-2021

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TLB

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OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

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AMM

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AutoCAD SHX Text 253 636 --

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1. THE CONTRACTOR SHALL BE ALLOWED TO CLOSE OFF AND HAVE FULL ACCESS TO THE LIMITS OF CONSTRUCTION DISTURBANCE AND IDENTIFIED MATERIALS AND EQUIPMENT STAGING AREA COORDINATED WITH THE COR. THE CONTRACTOR SHALL DEVELOP PROPOSED SCHEDULES FOR WORK TO TAKE PLACE IN RESPECTIVE AREAS AND OBTAIN APPROVALS FROM THE CONTRACTING OFFICER AND/OR COR FOR ANY NEED TO TEMPORARILY UTILIZE AREAS OUTSIDE THE CONSTRUCTION LIMITS AND DEFINED STAGING AREA. 2. THE CONTRACTOR SHALL HAVE ACCESS TO THE FIRST 10 PARKING STALLS ALONG THE SOUTH BANK OF PARKING AT THE BIG SPRINGS SHELTER FOR DAILY PARKING AND EQUIPMENT STORAGE PROVIDED THE DRIVE LANE IS NOT OBSTRUCTED. 3. THE CONTRACTOR SHALL HAVE ACCESS TO THE ENTIRE BANK OF PARKING STALLS FRONTING THE PEAVINE SHELTER FOR DAILY PARKING AND EQUIPMENT STORAGE PROVIDED THE DRIVE LANE TO THE CAMPGROUND AND PUBLIC ACCESS TO THE TOILET FACILITY IS NOT OBSTRUCTED. 4. ALL CONTRACTOR PROPOSED ROUTES TO THE CONSTRUCTION AREA FROM ROAD OR PARKING OUTSIDE IMMEDIATE CONSTRUCTION AREA SHALL BE COORDINATED WITH AND APPROVED BY THE COR. ALL HARDSCAPE OR LANDSCAPE DISTURBANCE BY ACCESS ROUTES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE TO PRE-CONSTRUCTION CONDITIONS, INCLUDING DECOMPACTION OF PERVIOUS AREAS PRIOR TO TURF RESTORATION. 5. ALL SECURITY AND PROTECTION OF CONTRACTOR'S EQUIPMENT AND MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE GOVERNMENT WILL NOT BE LIABLE FOR DAMAGE OR THEFT OF CONTRACTOR'S TOOLS OR EQUIPMENT IF STAGED ON THE GROUNDS OF THE NPS PARKLAND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY WHEN CONDUCTING WORK ADJACENT TO PUBLICLY ACCESSED AREAS. PROTECTION SHALL INCLUDE METHODS NECESSARY INCLUDING BUT NOT LIMITED TO FENCING, SIGNAGE, OR DEDICATED INDIVIDUAL TO MONITOR AND DIRECT WHEN THE PUBLIC IS PRESENT ADJACENT TO ACTIVE WORK. 7. LOCATION OF TEMPORARY SERVICES ALLOWED WITHIN THE IMMEDIATE PROJECT AREA - DUMPSTER OR SATELLITE TOILET, WILL BE IDENTIFIED BY COR WITH THE CONTRACTOR DURING PRE-CONSTRUCTION MEETING. MAINTAINING TEMPORARY SERVICES SHALL BE THE CONTRACTOR'S RESPONSIBILITY.

AutoCAD SHX Text

ACCESS, STAGING, AND PUBLIC PROTECTION NOTES:

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1. THE EXISTING TOPOGRAPHY SURROUNDING THE BIG SPRINGS AND PEAVINE PAVILIONS ARE GRADUAL AND UNIFORM WITH A PREDOMINANT DRAINAGE PATTERN DIRECTED TO THE SOUTHEAST (BIG SPRINGS) AND NORTH (PEAVINE). THE SITE PLANS AS PROVIDED ARE BASED ON NPS AVAILABLE INFORMATION AND FIELD MEASUREMENTS. A TOPOGRAPHIC SURVEY HAS NOT BEEN PERFORMED. 2. SPOT ELEVATIONS NOTED ARE NOT TIED TO USGS DATUM. THEY ARE RELATIONAL TO A BENCHMARK AT EACH RESPECTIVE PAVILION TO INFORM GENERAL OVERALL TOPOGRAPHIC RANGE ACROSS THE PROJECT AREA. 3. THE CONTRACTOR SHALL EMPLOY THEIR MEANS AND METHODS IN FIELD STAKING AND LAYING OUT THE NEW SHELTER PAD AND WALKWAYS TO THE EXTENTS NOTED ON THE LAYOUT PLAN AND DETAILS IN ORDER TO CONSTRUCT THE PROJECT WITHIN ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS) WHICH GOVERN FEDERAL INSTALLATIONS.

SPOT ELEVATIONS AND TOPOGRAPHIC NOTES:

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NEW FIRE PIT- SEE DETAIL 4/L3-0

AutoCAD SHX Text 2' FLAGSTONE ROOF DRAINAGE SPLASH BLOCK PAVEMENT BAND SHELTER PAD SURROUND - SEE DETAIL 5/L3-0

AutoCAD SHX Text ACCESSIBLE GRILL - SEE SITE FURNISHINGS SCHEDULE SHEET L3-0. PROVIDE 5' CLEARANCE FROM POST ON NORTH, SOUTH, AND WEST PERIMETER OF GRILL

AutoCAD SHX Text GROUP PEDESTAL GRILL - SEE SITE FURNISHINGS SCHEDULE SHEET L3-0. ALIGN NORTH EDGE OF GRILL WITH CONCRETE PAD

AutoCAD SHX Text

NEW 6" CONCRETE PAVEMENT - SEE DETAILS 1 AND 2/L3-0

AutoCAD SHX Text NEW 6" REINFORCED CONCRETE PAVEMENT. SEE DETAILS 1 AND 2/L3-0 AND SITE FURNISHINGS SCHEDULE SHEET L3-0

AutoCAD SHX Text

NEW 6" REINFORCED CONCRETE PAVEMENT

AutoCAD SHX Text LIMITS OF GRADING AND SITE DISTURBANCE TO TERMINATE AT DRIPLINE OF OAK CANOPIES. FIELD VERIFY AND PROVIDE ORANGE CONSTRUCTION FENCING AND T-POSTS TO DEMARK LIMITS

AutoCAD SHX Text LIMITS OF GRADING AND SITE DISTURBANCE TO TERMINATE AT DRIPLINE OF OAK CANOPY. FIELD VERIFY AND PROVIDE ORANGE CONSTRUCTION FENCING AND T-POSTS TO DEMARK LIMITS

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2' FLAGSTONE ROOF DRAINAGE SPLASH BLOCK PAVEMENT BAND - SEE DETAIL 5/L3-0

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BENCHMARK - NW CORNER OF REMOVED SHELTER PAD FOR CONTRACTOR'S REFERENCE

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BENCHMARK - NE CORNER OF REMOVED SHELTER PAD FOR CONTRACTOR'S REFERENCE

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MAINTAIN OR REPLACE STRAW WATTLE THROUGHOUT CONSTRUCTION OF THE PROJECT

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CONSTRUCT 6" INTEGRAL COLOR REINFORCED CONCRETE PAVING. SEE 2/L1.1

AutoCAD SHX Text RE-STRIPE ACCESSIBLE PARKING STALLS AND AISLE PER SPECIFICATIONS. PAINTED ACCESS AISLE SHALL BE 5'-0" WIDE.

AutoCAD SHX Text NEW DRINKING FOUNTAIN PROVIDED BY NPS AND CONTRACTOR INSTALLED - SEE SITE FURNISHINGS SCHEDULE ON L3-0. CENTER ON CONSTRUCTED 3'X6'X6" PAD SURROUND

AutoCAD SHX Text

AutoCAD SHX Text PROVIDE EXPANSION JOINT AROUND 'DIAMOND' JOINTING AT EACH COLUMN, TYP. SEE STRUCTURAL.

AutoCAD SHX Text

PROVIDE EXPANSION JOINT AT EXISTING FLAGSTONE BAND

AutoCAD SHX Text CONSTRUCT NEW 8"X18" POST FOOTING PROJECTING 1 1/2" ABOVE PAVEMENT TO RECEIVE EXG. TIMBER CURB STOP (2 PER STOP). NPS TO INSTALL TIMBER.

AutoCAD SHX Text

RE-STRIPE ACCESSIBLE PARKING STALLS AND 5' WIDE ACCESS AISLE PER SPECIFICATIONS

AutoCAD SHX Text

CONSTRUCT 6" INTEGRALLY COLORED, REINFORCED PARKING STALLS AND ACCESS AISLE

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Big Springs L1-1.dwg

AutoCAD SHX Text

2/5/2016 10:47:13 AM

AutoCAD SHX Text L1-1

AutoCAD SHX Text

BIG SPRINGS PAVILION SITE LAYOUT PLAN

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SITE LAYOUT PLAN

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AutoCAD SHX Text L1.1

AutoCAD SHX Text 1" = 10'-0"

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 03-25-2021

AutoCAD SHX Text

TLB

AutoCAD SHX Text

OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

AutoCAD SHX Text

AMM

AutoCAD SHX Text 614 80107

AutoCAD SHX Text 253 636 --

AutoCAD SHX Text

1. THE CONTRACTOR SHALL FIELD STAKE LAYOUT AND GRADING EXTENTS BASED ON THE LINES AND LIMITS SHOWN. 2. LONGITUDINAL GRADIENT OF WALKWAYS SHALL BE UNIFORM AND CONTINUOUS NOT EXCEEDING 4.5% SLOPE WITH CROSS SLOPE OF 1.5%. GRADIENT SHALL PROVIDE POSITIVE DRAINAGE ACROSS AND AWAY FROM THE WALKWAYS AND PAVILION PADS. AVOID ANY WATER PONDING CONDITIONS WITHIN PAVED OR LANDSCAPE AREAS. 3. THE CONTRACTOR SHALL REVIEW LAYOUT AND ELEVATIONS OF PLACED FORMWORK WITH COR AND OBTAIN WRITTEN APPROVAL PRIOR TO PROCEEDING WITH CONCRETE POURS. ANY CONCRETE PLACEMENT WITHOUT APPROVAL OF FORMWORK WITH COR THAT RESULTS IN ANY NON-COMPLIANCE WITH ABAAS TOLERANCES OR CREATES A PONDING CONDITION SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. NOTIFY COR FOR DECISION ON ANY DISCREPANCIES IN NOTED DIMENSIONS AND EXISTING CONDITIONS THAT CONFLICTS WITH UNIFORM LAYOUT AND CONSTRUCTION OF THE PROJECT WITHIN ABAAS COMPLIANCE.

AutoCAD SHX Text

CONSTRUCTION LAYOUT AND GRADING NOTES:

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NEW ACCESSIBLE PARKING STALLS

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AutoCAD SHX Text L1.1

1" = 10'-0"

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CONSTRUCT NEW PARKING NOT TO EXCEED 2% GRADIENT IN ANY DIRECTION

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SLOPE 1.5%

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SLOPE 1.5%

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SLOPE 1.5%

AutoCAD SHX Text NEW WALK TO BE HIGH POINT RIDGE OF PAVILION AREA. PROVIDE 1.5% CROSS SLOPE TO DRAIN TO THE SOUTH ACROSS WALK

AutoCAD SHX Text FIELD VERIFY AND FINISH GRADE A MINIMUM 2'-0" FLAT BOTTOM SWALE TO RECEIVE OVERLAND DRAINAGE FLOW AND ROUTE EASTERLY NORTH OF NEW SHELTER. AVOID INCREASING GRADE AT ROOT CROWN OF EXISTING TREES. TERMINATE SWALE AND TIE INTO EXISTING GRADE PRIOR TO EXISTING 4 1/2" OAK NOTED. VERIFY ACHIEVEMENT OF POSITIVE DRAINAGE AWAY FROM PAVILION AREA WITH COR TO OBTAIN APPROVAL OF FINAL FINISH GRADING.

AutoCAD SHX Text FIELD VERIFY AND FINISH GRADE A MINIMUM 4'-0" FLAT BOTTOM SWALE TO RECEIVE OVERLAND DRAINAGE FLOW AND ROUTE EASTERLY NORTH OF NEW SHELTER. AVOID INCREASING GRADE AT ROOT CROWN OF EXISTING TREES. LOCATE CENTER FLOWLINE OF SWALE APPROXIMATELY MIDWAY BETWEEN NEW SHELTER PAD AND NOTED 16" OAK. VERIFY ACHIEVEMENT OF POSITIVE DRAINAGE AWAY FROM PAVILION AREA WITH COR TO OBTAIN APPROVAL OF FINAL FINISH GRADING.

AutoCAD SHX Text

FINISH CONCRETE WORK TO AVOID PONDING AGAINST HIGH SIDE OF FIRE PIT.

AutoCAD SHX Text S W A L E

AutoCAD SHX Text ELEVATION AT TOP OF LITTER RECEPTACLE CONCRETE PAD UNDISTURBED AVAILABLE FOR CONTRACTOR ESTABLISHMENT OF BENCHMARK IN TRANSLATING CONTRACTOR MEANS OF FIELD STAKING BASED ON 'RELATIONAL' (NOT TIED TO US DATUM) SPOT ELEVATIONS NOTED

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Big Springs L1-2.dwg

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2/5/2016 10:47:13 AM

AutoCAD SHX Text L1-2

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BIG SPRINGS PAVILION SITE GRADING PLAN

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DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 03-25-2021

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TLB

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OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

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AMM

AutoCAD SHX Text 614 80107

AutoCAD SHX Text 253 636 --

AutoCAD SHX Text

BIG SPRINGS GRADING PLAN

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AutoCAD SHX Text L1.2

1" = 10'-0"

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140P6221B0003 Attachment 2 Page 6

PROVIDE TREE ARMORING (2X WOOD MATERIAL STRAPPED VERTICALLY AROUND TRUNK) TO HEIGHT OF 8 FOR LIMIT OF TREE TRUNK SUBJECT TO CONFLICT OR IMPACT BY CONSTRUCTION ACTIVITY. DO NOT PARK EQUIPMENT OR STOCKPILE REMOVALS WITHIN TREE DRIPLINES

AutoCAD SHX Text PROTECT EXISTING KIOSK (PROVIDE HARDENED PLYWOOD PROTECTION IF CONSTRUCTION ACTIVITY PLACES STRUCTURE AT RISK OF DAMAGE

AutoCAD SHX Text

SAWCUT AND REMOVE CONCRETE TO INTEGRAL STEP

AutoCAD SHX Text

REMOVE EXISTING GRILL AND FOOTING

AutoCAD SHX Text PROTECT TREE GROUPING FROM DAMAGE THROUGHOUT CONSTRUCTION. PROVISION OF CONSTRUCTION FENCING AT CONTRACTOR OPTION UNLESS ACTIVITIES DEMONSTRATE RISK OF DAMAGE WHEREAS THE COR MAY REQUIRE INCREASED PROTECTION MEASURES AT CONTRACTOR'S EXPENSE.

AutoCAD SHX Text

PROTECT EXISTING ASPHALT PAVEMENT THROUGHOUT CONSTRUCTION

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REMOVE ENTIRE REMAINING SHELTER PAD, INCLUDING CURB WALLS, RAMP, AND PAVEMENT

AutoCAD SHX Text REMOVE EXISTING CAPPED WATER AND DRAIN SUPPLY LINES AT LIMITS OF NEW CONCRETE FLATWORK

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REMOVE EXISTING CONCRETE WALK

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AVOID DISTURBANCE OF EXISTING FLAGSTONE SITE STEPS

AutoCAD SHX Text PROVIDE AND INSTALL 150 L.F. OF 9" STRAW WATTLE TO PREVENT SEDIMENT DISPLACEMENT DOWN SLOPE. INSTALL AND STAKE PER MANUFACTURER RECOMMENDATIONS. WATTLE TO ADDITIONALLY DELINEATE SOUTHERN LIMITS OF CONSTRUCTION DISTURBANCE

AutoCAD SHX Text

PROTECT EXG. FLAGSTONE PAVEMENT

AutoCAD SHX Text PRIOR TO REMOVALS, ESTABLISH OFFSET STAKES TO IDENTIFY EXG. CENTER OF WALK AS AVAILABLE BENCHMARK FOR USE IN NEW SHELTER PAD LAYOUT

AutoCAD SHX Text

SAWCUT AND REMOVE ACCESSIBLE PARKING STALLS AND AISLE ASPHALT PAVEMENT.

AutoCAD SHX Text FIELD VERIFY PROPOSED NEW GRADING AND REMOVE UP TO 12' OF EXISTING WALK TO TRANSITION TO NEW WORK. REMOVE TO NEAREST JOINT. VERIFY WITH COR PROPOSED EXTENT OF REMOVAL LESS THAN OR UP TO 12'

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NEW FIRE PIT- SEE DETAIL 4/L3-0

AutoCAD SHX Text

2' FLAGSTONE ROOF DRAINAGE SPLASH BLOCK PAVEMENT BAND - SEE DETAIL 5/L3-0

AutoCAD SHX Text NEW 6" REINF.CONCRETE PAVEMENT- SEE DETAILS 1 AND 2/L3-0 AND SPECIFICATION 32 13 00

AutoCAD SHX Text

NEW SHELTER STRUCTURE - SEE ARCHITECTURAL

AutoCAD SHX Text ACCESSIBLE GRILL - SEE SITE FURNISHINGS SCHEDULE SHEET L3-0. PROVIDE 5'-0" CLR PAVEMENT NORTH, EAST, AND WEST IDES OF GRILL POST FOR ACCESSIBILITY CLEARANCES

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GROUP PEDESTAL GRILL - SEE SITE FURNISHINGS SCHEDULE SHEET L3-0

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BEAR DETERRENT TRASH RECEPTACLE AND PRECAST PAD PROVIDED AND PLACED BY NPS

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AutoCAD SHX Text NEW DRINKING FOUNTAIN PROVIDED BY NPS AND CONTRACTOR INSTALLED - SEE SITE FURNISHINGS SCHEDULE ON L3-0. CENTER ON CONSTRUCTED 3'X6'X6" PAD SURROUND

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2' FLAGSTONE ROOF DRAINAGE SPLASH BLOCK PAVEMENT BAND - SEE DETAIL 5/L3-0

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CONCRETE INTEGRAL STEP - SEE DETAIL 3/L3-0

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MAINTAIN OR REPLACE STRAW WATTLE THROUGHOUT CONSTRUCTION OF THE PROJECT

AutoCAD SHX Text CONSTRUCT 6" INTEGRALLY COLORED, REINFORCED CONCRETE ACCESSIBLE PARKING STALLS AND ACCESS AISLES.

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RE-PAINT PARKING STRIPES AND ACCESS AISLES (BASE AND BID LINE ITEM 2 CONDITIONS)

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POWER POINT OF CONNECTION FOR NEW ELECTRICAL WORK OF THIS PROJECT.

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INSTALL 2" X 8' PVC CONDUIT 1'-0" BELOW PAVEMENT

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INSTALL 2" X 6' PVC CONDUIT 1'-0" BELOW PAVEMENT

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AutoCAD SHX Text PROVIDE EXPANSION JOINT AROUND 'DIAMOND' JOINTING AT EACH COLUMN, TYP. SEE STRUCTURAL.

AutoCAD SHX Text

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Peavine L2-0.dwg

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2/5/2016 10:47:13 AM

AutoCAD SHX Text L2-0

AutoCAD SHX Text

PEAVINE PAVILION REMOVALS AND SITE LAYOUT PLANS

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SITE REMOVALS PLAN

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AutoCAD SHX Text L2.0

AutoCAD SHX Text 1" = 10'-0"

AutoCAD SHX Text

DESIGNED:

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TECH. REVIEW:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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AutoCAD SHX Text Date

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AutoCAD SHX Text Sheet

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REVISION

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AutoCAD SHX Text 03-25-2021

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TLB

AutoCAD SHX Text

OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

AutoCAD SHX Text

AMM

AutoCAD SHX Text 614 80107

AutoCAD SHX Text 253 636 --

AutoCAD SHX Text

SITE LAYOUT PLAN

AutoCAD SHX Text

AutoCAD SHX Text L2.0

AutoCAD SHX Text 1" = 10'-0"

NOTE: REFERENCE NOTES ADDRESSING ACCESS, STAGING, PUBLIC SAFETY, AND EXISTING CONDITIONS ON SHEET L1-0 AS THEY APPLY TO THIS PEAVINE SHELTER LOCATION. REFERENCE CONSTRUCTION LAYOUT AND GRADING NOTES ON SHEET L1-1 AS THEY APPLY TO THIS PEAVINE SHELTER LOCATION.

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140P6221B0003 Attachment 2 Page 7

SLOPE 1.5%

AutoCAD SHX Text FIELD VERIFY AND ADJUST TOP OF STEP ELEVATION TO PROVIDE A 6" STEP TO EXISTING FLAGSTONE LANDING

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CONSTRUCT NEW PARKING NOT TO EXCEED 2% GRADIENT IN ANY DIRECTION

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FINISH CONCRETE WORK TO AVOID PONDING AGAINST HIGH SIDE OF FIRE PIT.

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FINISH GRADE TO ACHIEVE POSITIVE DRAINAGE

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FINISH GRADE TO ACHIEVE POSITIVE DRAINAGE

AutoCAD SHX Text

FINISH GRADE TO ACHIEVE POSITIVE DRAINAGE

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FINISH GRADE TO ACHIEVE POSITIVE DRAINAGE

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Big Springs L2-1.dwg

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2/5/2016 10:47:13 AM

AutoCAD SHX Text L2-1

AutoCAD SHX Text

PEAVINE PAVILION SITE GRADING PLAN

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PEAVINE GRADING PLAN

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AutoCAD SHX Text L2.1

AutoCAD SHX Text 1" = 10'-0"

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DESIGNED:

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TECH. REVIEW:

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TITLE OF SHEET

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DRAWING NO.

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SHEET

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PMIS

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AutoCAD SHX Text 03-25-2021

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TLB

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OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

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AMM

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140P6221B0003 Attachment 2 Page 8

COMPACTED SUBGRADE

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1" MINUS LIMESTONE AGGREGATE BASE

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6" CONCRETE

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EJ: 1/2" EXPANSION JOINT FILLER AND SEALANT

AutoCAD SHX Text 36" DIA. x 9" DEPTH AGGREGATE FIRE PIT BOTTOM. STONE TO BE 3" CLEAN LIMESTONE HAND TAMP COMPACTED

AutoCAD SHX Text 6"x3 5/8"x VARIED LENGTH CAP STONE. FIELD SAW CUT ENDS OF EACH STONE UNIT TO PROVIDE A UNIFORM 3/8" HORIZONTAL GROUT JOINT BETWEEN UNITS AND AVOID NON-UNIFORM 'FINGERING' OF JOINTS AROUND THE RADIUS OF THE PIT

AutoCAD SHX Text 4"x VARIED HEIGHT AND LENGTH FIRE RING MORTARED FACE STONE VENEER IN ASHLAR PATTERN

AutoCAD SHX Text FIRE PIT NOTES: 1. FIRE PIT RING INSERT TO BE 10 GA. STANDARD SHEET STEEL FACTORY FORMED AND FINISHED WITH HIGH TEMPERATURE, HEAT RESISTANT, NONTOXIC BLACK ENAMEL COATING. 2. STONE VENEER AND CAPSTONE SHALL BE REGIONALLY AVAILABLE MATERIAL MATCHING EXISTING STONE CONSTRUCTION PRESENT IN THE BIG SPRINGS DISTRICT ROAD BRIDGE. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF SOURCE OF STONE, PHOTOGRAPHIC OR PHYSICAL SAMPLES OF STONE, AND RECEIVE COR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIAL. STONE IN BRIDGE FOR COMPARATIVE SELECTION IS "EW GOLD" BY EARTHWORKS (www.earthworksstone.com). 3. STONE SHALL BE ANCHORED WITH NON-SHRINK MASONRY GROUT MEETING ASTM C 1107, CRD-C 621, AND C109. GROUT TO CURE TO GRAY COLOR FAMILY. SUBMIT GROUT DATA AND SPECIFICATIONS TO COR FOR WRITTEN APPROVAL PRIOR TO COMMENCING WITH MASONRY WORK. FINISH MORTAR WORK WITH CONCAVE JOINTING CRAFTSMANSHIP. 4. STONE FINISHES SHALL BE AS FOLLOWS: - CAPSTONE: CUT STONE WITH ROCK FACE EDGE FACES, SNAPPED OR CUT TOP AND BOTTOM FACES. -VENEER: DIMENSIONAL SNAPPED FACE WITH QUARRY CUT TOP AND BOTTOM SURFACES

AutoCAD SHX Text 4"x VARIED HEIGHT AND LENGTH FIRE RING MORTARED FACE STONE VENEER IN ASHLAR PATTERN. CONTRACTOR TO BEVEL SAW CUT ENDS OF STONE UNITS TO ACCOMMODATE THE DIAMETER OF THE FIRE PIT AND PROVIDE A UNIFORM 1/2" MORTAR JOINT (+/- 1/8" TOLERANCE)

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LINE OF CAPSTONE

AutoCAD SHX Text 36" DIA. x 3" DEPTH AGGREGATE FIRE PIT BASE/CHOKER RUN. STONE TO BE 1 1/2" CLEAN LIMESTONE HAND TAMP COMPACTED

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COMPACTED SUBGRADE

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1" MINUS LIMESTONE AGGREGATE BASE

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EJ: 1/2" EXPANSION JOINT FILLER AND SEALANT

AutoCAD SHX Text 4" CONCRETE FLAGSTONE BASE - ADJUST DEPTH OF BURY OF CONCRETE AND AGGREGATE WITH PROCURED THICKNESS OF FLAGSTONE. DO NOT REDUCE THICKNESS OF AGGREGATE AND CONCRETE BASE

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FLAGSTONE BAND

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TURFGRASS

AutoCAD SHX Text #4 REBAR @ 24" E.W. TERMINATE EACH MAT OF REBAR AT EACH EXPANSION JOINT VS. CONTINUING THROUGH. PROVIDE 3" CONC. COVER

AutoCAD SHX Text 8" (#4) EPOXY COATED JOINT DOWEL BARS, @ 2' O.C.; GREASE ONE END; HOLD ±6" FROM SLABEDGES

AutoCAD SHX Text FLAGSTONE NOTES: 1. FLAGSTONE SHALL BE 2" MINIMUM TO 3" NOMINAL THICKNESS, REGIONALLY AVAILABLE MATERIAL MATCHING EXISTING FLAGSTONE CONSTRUCTION PRESENT IN THE BIG SPRINGS DISTRICT OF OZARK NATIONAL SCENIC RIVER. CONTRACTOR SHALL PROVIDE DOCUMENTATION OF SOURCE OF STONE, PHOTOGRAPHIC OR PHYSICAL SAMPLES OF STONE AND RECEIVE COR WRITTEN APPROVAL PRIOR TO PROCEEDING WITH PROCUREMENT OF MATERIAL. 2. FLAGSTONE COLOR RANGE SHALL BE DOMINANT IN THE BLUE/GRAY TONAL COLOR - 75% OF THE FIELD OF STONE. SECONDARY BROWN TO ORANGE TONAL COLOR OF OZARK REGIONALLY REPRESENTATIVE STONE MAY BE INCORPORATED UP TO 25% OF THE FIELD OF STONE. FLAGSTONE MAY CONSIST OF REGIONAL SANDSTONE THAT WILL AGE TO THE BLUE/BROWN/GREY COLOR TONAL QUALITY IF DEMONSTRATED FROM SUPPLIER THAT THE NATURAL CHANGING OF COLOR OVER TIME TAKES PLACE IN THEIR STONE MATERIAL. 3. FLAGSTONE ANCHORING AND JOINTING SHALL BE NON-SHRINK MASONRY GROUT MEETING ASTM C 1107, CRD-C 621, AND C109. GROUT TO CURE TO GRAY COLOR FAMILY. SUBMIT GROUT DATA AND SPECIFICATIONS TO COR FOR WRITTEN APPROVAL PRIOR TO COMMENCING WITH MASONRY WORK. FINISH MORTAR WORK WITH STRUCK JOINTING CRAFTSMANSHIP TO REVEAL FULL FLAGSTONE UNIT PERIMETER.

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SLOPE 2%

AutoCAD SHX Text 6" BROOM FINISHED, INTEGRALLY COLORED, REINFORCED CONCRETE PER SPEC. SECTION 32 13 00

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COMPACTED SUBGRADE

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#4 REBAR @ 24" E.W. PROVIDE 3" CONC. COVER

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6" AGGREGATE SUBBASE

AutoCAD SHX Text CONTRACTION JOINT - 1/4" WIDE X 1/4 PAVEMENT DEPTH. FORM BY HAND TOOL OR 1/4" BEVELED DIAMOND BLADE SAWCUT

AutoCAD SHX Text 8" (#4) EPOXY COATED JOINT DOWEL BARS, @ 2' O.C.; GREASE ONE END; HOLD ±6" FROM SLABEDGES

AutoCAD SHX Text 6" BROOM FINISHED, INTEGRALLY COLORED, REINFORCED CONCRETE PER SPEC. SECTION 32 13 00

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COMPACTED SUBGRADE

AutoCAD SHX Text #4 REBAR @ 24" E.W. TERMINATE EACH MAT OF REBAR AT EACH EXPANSION JOINT VS. CONTINUING THROUGH. PROVIDE 3" CONC. COVER

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6" AGGREGATE SUBBASE

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EJ: 1/2" EXPANSION JOINT FILLER AND SEALANT PER SPEC SECTION 32 13 00.

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EJ: 1/2" EXPANSION JOINT FILLER AND SEALANT PER SPEC SECTION 32 13 00.

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EXG. CONCRETE W/ FLAGSTONE EMBEDMENT

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PROVIDE 1/2" CHAMFER ALONG LEADING EDGE OF CONC. WALK/STEP

AutoCAD SHX Text #4 REBAR @ 24" E.W. TERMINATE EACH MAT OF REBAR AT EACH EXPANSION JOINT VS. CONTINUING THROUGH. PROVIDE 3" CONC. COVER

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COMPACTED SUBGRADE

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6" AGGREGATE SUBBASE

AutoCAD SHX Text 6" BROOM FINISHED, INTEGRALLY COLORED, REINFORCED CONCRETE PER SPEC. SECTION 32 13 00

AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\OZAR Big Springs and Peavine Shelters\Site Drawings\OZAR_Big Springs L3-1.dwg

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2/5/2016 10:47:13 AM

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SITE DETAILS

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DESIGNED:

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DATE:

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TITLE OF SHEET

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SUB SHEET NO.

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DRAWING NO.

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SHEET

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NO.

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PMIS

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REVISION

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AutoCAD SHX Text 03-25-2021

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TLB

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OZARK NATIONAL SCENIC RIVERWAYS VAN BUREN, MISSOURI

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AMM

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FIRE PIT SECTION DETAIL

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NO SCALE

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FLAGSTONE SPLASH BLOCK PAVEMENT BAND

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TYPICAL CONTRACTION JOINT DETAIL

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TYPICAL EXPANSION JOINT DETAIL

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PEAVINE CONCRETE STEP DETAIL

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AutoCAD SHX Text FURNISHING QUANTITY BASIS OF FURNISHING PRODUCT QUALITIES QUANTITY BASIS OF FURNISHING PRODUCT QUALITIESBASIS OF FURNISHING PRODUCT QUALITIES

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SITE FURNISHINGS SHEDULE:

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ACCESSIBLE GRILL

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AutoCAD SHX Text A. 7 GA. STEEL WELDED FIREBOX CONSTRUCTION WITH INTEGRAL DIE-FORMED FLANGES TO RETAIN ASHES AND REINFORCE FIREBOX. FIREBOX HEIGHT OF 6" ON SWIVEL SIDE AND 10" OPPOSITE SIDE. FIREBOX TO BE ABLE TO ROTATE 360° AND FASTEN WITH THEFT DETERRENTSWIVEL ATTACHMENT. B. 1/2" SOLID STEEL BAR WELDED COOKING GRATE. BARS WELDED BOTH SIDES OF GRATE. PROVIDE OPERATOR HANDLE OF FLAT BAR AND COILED SPRING GRIP. COOKING GRATE TO BE MOVED WITH 5LBS OF FORCE AND ONE HAND OPERATION. GRATE TO HAVE 180° SWIVELCAPABILITY. SWIVEL TO MOVE GRATE AWAY FROM FIREBOX WHERE HANDLE NEVER CROSSES OVER CHARCOAL HEAT SOURCE. C. COOKING AREA TO BE 300 SQ. INCHES MINIMUM. COOKING AREA FIRE BOX TO BE MOUNTED TO 3 1/2" STEEL POST. TOP OF GRATE SHALL NOT EXCEED 34" FROM FINISHED CONCRETE PAD ELEVATION. GRILL TO BE SURFACE MOUNTED WITH INCLUDED BOLT DOWN BASE POST AND CONCRETE ANCHORS AS PROVIDED BY MANUFACTURER. D. ALL STEEL MATERIALS SHALL BE FINISHED WITH HIGH TEMP, NON-TOXIC BLACK ENAMEL PAINT. E. CONTRACTOR TO SUBMIT PROPOSED PRODUCT DATA SHEET AND MANUFACTURER'S VERIFICATION THAT GRILL UNIT IS ABAAS COMPLIANT TO COR FOR DETERMINATION AND OBTAIN WRITTEN APPROVAL FROM COR PRIOR TO DELIVERING GRILL TO SITE.

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MULTI-LEVEL TWIN GRATES

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AutoCAD SHX Text A. 7 GA. STEEL WELDED FIREBOX CONSTRUCTION WITH INTEGRAL DIE-FORMED FLANGES TO RETAIN ASHES AND REINFORCE FIREBOX.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 15, 2021.