B08 40497308 RFP Att2 Final Drawings 6-14-20.pdf
PDF 2 MB Posted
- Attached to
- LYJO RECONSTRUCT TAXIWAY OF ROUTE 906
- Solicitation number
- 140P1321R0001
About this file
This package includes construction drawings and specifications for a federal contract opportunity to reconstruct the taxiway and parking area at the Johnson Ranch Unit of Lyndon B. Johnson National Historical Park in Texas. Key details include reconstructing approximately 950 linear feet of asphalt taxiway and parking area to meet FAA standards, installing approximately 260 linear feet of 6-inch PVC storm drain pipe and structures, constructing a new 6-foot wide compacted base walkway, and implementing erosion control measures. The solicitation is issued by the National Park Service Intermountain Region on behalf of Lyndon B. Johnson National Historical Park. The project number is 228351 and drawings cover site plans, road plans and profiles, construction details, existing condition pictures, and an erosion control and contractor staging plan. The opportunity appears to be a small construction project to upgrade infrastructure at a National Park Service site.
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Other files
| File | Type | Posted |
|---|---|---|
| B09 40497308 RFP Att10 RFP Q and A_0002.pdf | ||
| Sol_140P1321R0001_Amd_0002.pdf | ||
| Sol_140P1321R0001.pdf | ||
| B08 40497308 RFP Att8 GenRefs.doc | DOC document | |
| B08 40497308 RFP Att9 LmtOnSubconRpt.xlsx | XLSX spreadsheet | |
| B08 40497308 RFP Att4 Price Sheet.xlsx | XLSX spreadsheet | |
| B08 40497308 RFP Att1 SOW.pdf | ||
| B08 40497308 RFP Att3 WD Heavy TX20200027 3Jan20.pdf | ||
| B08 40497308 RFP Att7 HazMat.doc | DOC document | |
| B08 40497308 RFP Att1 SOW Att Submittal Form CM-16.xlsx | XLSX spreadsheet | |
| B08 40497308 RFP Att5 Proj Exp.docx | DOCX document | |
| B08 40497308 RFP Att6 Past Performance Questionnaire.docx | DOCX document |
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ALT
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WACO
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AUSTIN
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SAN
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ANTONIO
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VICTORIA
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BRADY
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MENARD
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LAMPASAS
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FREDERICKSBURG
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KILLEEN
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TEMPLE
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GONZALES
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SEGUIN
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UVALDE
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CUERO
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JOHNSON
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CITY
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LYNDON B. JOHNSON
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NATIONAL HISTORICAL
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PARK
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JOHNSON
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CITY UNIT
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RANCH
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UNIT
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SHOW
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BARN
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COMMUNICATIONS
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BUS
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BARN
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FOREMAN'S
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HOUSE
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AIRSTRIP
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JUNCTION SCHOOL ROAD
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MALECHEK ROAD
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BAILEY ROAD
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ENGLISH PARK ROAD
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PEDERNALES
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HODGES ROAD
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SWIMMING
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POOL COMPLEX
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RANCH
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HOUSE
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CEDAR
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GUEST
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HOUSE
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OLD JUNCTION
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SCHOOL
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BIRTHPLACE
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SAUER-BECKMANN
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WEST
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GATE
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FARM
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EAST
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GATE
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MAIN
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ENTRANCE
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HISTORIC
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FARM
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RIVER
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TOWER
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JOHNSON
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FAMILY
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CEMETERY
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TO
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JOHNSON
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CITY
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TO
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FREDERICKSBURG
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COUNTY ROAD
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COVER
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TAXIWAY PARKING SITE PLAN
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PLAN AND PROFILE STA. 0+00 - STA. 5+00
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PLAN AND PROFILE STA. 5+00 - STA. 9+49
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SHEET
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SHEET
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SUB
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SHEET INDEX
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TITLE OF SHEET
AutoCAD SHX Text 6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\JOHNCOV RANCH.1.DWG XREFS: P:\PROJECTS\LYJO\228351 RECONSTRUCT TAXIWAY TW PARKING AREA\DRAWINGS\RANCHBASE.DWG;
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APPROVED:
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RECOMMENDED:
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AutoCAD SHX Text BASIC DATA: BOUNDRAY MAP 447/40,008B, 447/40,009A 1/80; PARK MINI FOLDER 1985; REVISED & REDRAWN 1/95. UPDATED 11/98. SGS
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STATE
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NATIONAL PARK SERVICE
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INTERMOUNTAIN REGION
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF PROJECT
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DRAWING NO.
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PMIS/PKG NO.
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OF
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SHEET
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RECONSTRUCT TAXIWAY PARKING AREA
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JOHNSON RANCH UNIT
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GILLESPIE
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TEXAS
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CONSTRUCTION DRAWINGS
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LYNDON B. JOHNSON N.H.P.
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INTERMOUNTAIN
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SOUTHCENTRAL
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TEXAS
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AutoCAD SHX Text 228351
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AutoCAD SHX Text X
AutoCAD SHX Text 6/2020
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PARK HEADQUARTERS
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UNPAVED ROAD
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VISITOR CENTER
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CREEK OR RIVER
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PARK BOUNDARY
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TRAIL
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PAVED ROAD
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HQ.
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LEGEND
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SCALE OF METERS
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SCALE OF FEET
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LYNDON B. JOHNSON NATIONAL HISTORICAL PARK
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JOHNSON RANCH UNIT
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SCALE OF MILES
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THIS PROJECT
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EXISTING CONDITION PICTURES
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DETAILS
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EROSION CONTROL AND CONTRACTOR STAGING AREA
UTILITIES BUILDING
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6" PVC STORM PIPE
AutoCAD SHX Text STORM GRATE (6" PVC) RIM = 1426.26 IE IN (N) = 1422.31 IE IN (W) = 1422.41 IE OUT (S) = 1422.30
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STORM GRATE (4" PVC) RIM = 1425.30 IE = 1424.55 IE = 1424.56
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STORM GRATE RIM = 1426.96 IE OUT (S)=1422.39 IE IN (E) = 1422.41
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STORM GRATE RIM = 1426.62 IE OUT (W)=1422.59 IE IN (E) = 1422.65
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(2) STORM GRATES RIM = 1425.35 IE OUT (W)=1423.05
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RUNWAY LIGHTS, TYP
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ANTENNA
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IRRIGATION CONNECTION VALVE
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WHITE STRIPING (TYP.)
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ROAD SIGN
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AUTHORIZED PERSONNEL ONLY SIGN
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PARK INFO SIGN
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PARK TOUR SIGN
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STAFF ONLY SIGN
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ASPHALT
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CARSONITE POST
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CARSONITE POST
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CARSONITE POST
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CARSONITE POST
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AC UNIT
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GATE
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TRANSFORMER VAULT LIDS
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WELL ON CONC PAD
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COMMUNICATIONS BUILDING THRESHOLD ELEV.=1425.90
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WATER VALVE BOX
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8" STEEL BOLLARDS, TYP
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WATER METER
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6" PVC PIPE OUTLET - UNKNOWN ORIGIN IE = 1428.70
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WATER SPRINKLER
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UG POWER - UNKNOWN BEGIN AND END
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ELEC OUTLET
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UG POWER - TO SEPTIC TANKS
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ABANDONED PIPE
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EM
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STORM GRATE RIM = 1426.04 IE OUT (S)=1422.27 IE IN (N) = 1422.28
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ABANDONED 6" STEEL PIPE TOP ELEV = 1425.08
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15" CMP
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15" CMP
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ABANDONED 3" STEEL PIPE TOP ELEV = 1425.08
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ASPHALT
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SECRET SERVICE BLDG
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STORM INLET GRATES
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ELECTRIC METER BREAKER BOX ON CONC PAD
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HOSE BIB
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AIRSTRIP SIGN
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MECH EQUIPMENT
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STONE WALKWAY
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WATER VALVE BOX
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GENERATOR ON CONC PAD
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2" PVC WATER LINE - (1994 AS-BUILTS SHOW AS ABANDONED)
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SEPTIC TANK ACCESS LIDS - 2X 688 GAL TANKS
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STORM GRATE RIM = 1426.19 IE OUT (S)=1421.89 IE IN (N) = 1421.99
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STORM GRATE RIM = 1426.15 IE OUT (S)=1422.20 IE IN (N) = 1422.22
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APPROX 10" PVC WATER LINE (1983 AS-BUILTS)
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STORM GRATE RIM = 1425.32 IE OUT (W)=1422.91 IE IN (E) = 1422.92
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(2) STORM GRATES RIM = 1425.30 IE OUT (W)=1422.95 IE IN (E) = 1422.95
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SEWER LINES - (1994 AS-BUILTS)
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STONE WALL
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LOCATE ENDED HERE
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APPROX 10" PVC WATER LINE (1983 AS-BUILTS)
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LOCATE ENDED HERE
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10" PVC WATER LINE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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CP-105
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LBJ RANCH TOUR SIGN
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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ELEC OUTLET & POST
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ASPHALT
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SILT FENCE
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SILT FENCE
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NEW CATCH BASIN AND PIPE
AutoCAD SHX Text 1425.50
AutoCAD SHX Text 1425.30
AutoCAD SHX Text 1425.20
AutoCAD SHX Text 1430.45
AutoCAD SHX Text 1430.00
AutoCAD SHX Text 1429.55
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6' COMPACTED BASE WALKWAY (NEW)
AutoCAD SHX Text NOTE REMOVE AND STORE ALL ITEMS (WAYSIDES, SIGNS, LIGHTS, POSTS, ETC.) WITHIN THE RIGHT-OF-WAY. MARK LOCATION TO RE-INSTALL AT END OF CONSTRUCTION OPERATION.
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AutoCAD SHX Text 6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\C1 SITE PLAN.2.DWG IMAGES: P:\PROJECTS\LYJO\228351 RECONSTRUCT TAXIWAY TW PARKING AREA\DRAWINGS\SURVEY\6539.002 LYJO LBJ RANCH - ALL CAD\GOOGLE-SATELLITE-STPL-M-LYJO LBJ RANCH.ECW;
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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TAXIWAY PARKING SITE PLAN
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AutoCAD SHX Text 168930
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R. RENAUD
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B. ACRE
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
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SCALE OF FEET
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AutoCAD SHX Text 1" = 30'
TAXIWAY PARKING SITE PLAN
STORM GRATE RIM = 1426.96 IE OUT (S)=1422.39 IE IN (E) = 1422.41
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STORM GRATE RIM = 1426.62 IE OUT (W)=1422.59 IE IN (E) = 1422.65
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(2) STORM GRATES RIM = 1425.35 IE OUT (W)=1423.05
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ANTENNA
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WHITE STRIPING, TYP.
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WHITE STRIPING, TYP
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PARK INFO SIGN
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PARK TOUR SIGN
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STAFF ONLY SIGN
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ASPHALT
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CARSONITE POST
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WATER METER
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WATER SPRINKLER
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UG POWER - UNKNOWN BEGIN AND END
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ELEC OUTLET
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ABANDONED PIPE
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ABANDONED 6" STEEL PIPE TOP ELEV = 1425.08
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15" CMP
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15" CMP
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ABANDONED 3" STEEL PIPE TOP ELEV = 1425.08
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AIRSTRIP SIGN
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STONE WALKWAY
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2" PVC WATER LINE - (1994 AS-BUILTS SHOW AS ABANDONED)
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APPROX 10" PVC WATER LINE (1983 AS-BUILTS)
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STORM GRATE RIM = 1425.32 IE OUT (W)=1422.91 IE IN (E) = 1422.92
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(2) STORM GRATES RIM = 1425.30 IE OUT (W)=1422.95 IE IN (E) = 1422.95
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LOCATE ENDED HERE
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LOCATE ENDED HERE
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10" PVC WATER LINE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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ASPHALT
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RUNWAY LIGHTS, TYP
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FENCE, TYP
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LP 1425.30
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NEW CATCH BASIN, SEE DETAIL 3, SHEET C5
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6" PVC
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NEW 6' COMPACTED BASE WALKWAY
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SHEET C3
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SCALE OF FEET
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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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ROAD PLAN AND PROFILE
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STA. 0+00 - STA. 5+00
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R. RENAUD
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B. ACRE
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
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VERT
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HORIZ
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MATCH LINE
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MATCH EXISTING GRADE
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STA. 2+20 LP
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3' DEEP DIG-OUT
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SHEET C3
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MATCH LINE
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STA. 5+00
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EL. 1425.30
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STA. 0+90
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STA. 3+50
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C5
RUNWAY LIGHTS, TYP
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ROAD SIGN
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AUTHORIZED PERSONNEL ONLY SIGN
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CARSONITE POST
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CARSONITE POST
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CARSONITE POST
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8" STEEL BOLLARDS, TYP
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6" PVC PIPE OUTLET - UNKNOWN ORIGIN IE = 1428.70
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ASPHALT
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WATER LINE - UNKNOWN SIZE
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CP-105
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LBJ RANCH TOUR SIGN
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WATER LINE - UNKNOWN SIZE
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WATER LINE - UNKNOWN SIZE
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FENCE, TYP
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END
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NEW 6' COMPACTED BASE WALKWAY
AutoCAD SHX Text 6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\C2 C3 PP.3.DWG IMAGES: P:\PROJECTS\LYJO\228351 RECONSTRUCT TAXIWAY TW PARKING AREA\DRAWINGS\GOOGLE-SATELLITE-STPL-M-LYJO LBJ RANCH.ECW;
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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ROAD PLAN AND PROFILE
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STA. 5+00 - STA. 9+49
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R. RENAUD
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B. ACRE
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
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SCALE OF FEET
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VERT
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HORIZ
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EXISTING GRADE
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AutoCAD SHX Text 800+00
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AutoCAD SHX Text 950+00
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SHEET C2
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MATCH LINE
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STA. 5+00
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SHEET C2
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MATCH LINE
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STA. 5+00
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STA. 9+49.5
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END
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NEW GRADE
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STA. 7+00
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STA. 9+00
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EXISTING GRADE
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NEW GRADE
3' DEEP DIG-OUT
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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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EXISTING CONDITION
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PICTURES
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AutoCAD SHX Text 168930
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R. RENAUD
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BA/RR
AutoCAD SHX Text 6/2020
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
AutoCAD SHX Text 228351
AutoCAD SHX Text C4
6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\C4 PICS.4.DWG IMAGES: P:\PROJECTS\LYJO\228351 RECONSTRUCT TAXIWAY TW PARKING AREA\DRAWINGS\C4 PICS DET.TIF;
3" NEW ASPHALT
AutoCAD SHX Text 2%
AutoCAD SHX Text 2%
AutoCAD SHX Text 8" TO 10" BASE MATERIAL OF PULVERIZED EXISTING ASPHALT, EXISTING BASE MATERIAL AND NEW BASE MATERIAL MEETING THE GRADATION AS SPECIFIED FOR GRADE 1-2 AGGREGATE.
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6" COMPACTED BASE MATERIAL FOR WALKWAY
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WALKWAY
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EDGING
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%%UNOTE
AutoCAD SHX Text WEIGHT - 18 Lbs.
AutoCAD SHX Text WEIGHT - 339 lbs.
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%%URISER
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WEIGHT - SEE TABLE
AutoCAD SHX Text 12"
AutoCAD SHX Text 6"
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WEIGHT
AutoCAD SHX Text 94 Lbs.
AutoCAD SHX Text 188 Lbs.
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EXTENSION
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%%UCAST IRON GRATE
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%%UBODY
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OPEN AREA 76 SQ. INCHES
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1. BEDDING SHALL BE IN ACCORDANCE WITH JOB PLAN AND SPECIFICATIONS.
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1" CHAMFER (TYP. 4 CORNERS, TOP AND BOTTOM)
AutoCAD SHX Text 12" WIDE x 16" TALL x 3" DEEP THIN-WALL KNOCKOUTS TYPICAL ON ALL FOUR WALLS FOR 10" PVC AND SMALLER
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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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DETAILS
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AutoCAD SHX Text 168930
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R. RENAUD
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B. ACRE
AutoCAD SHX Text 6/2020
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
AutoCAD SHX Text 228351
AutoCAD SHX Text C5
AutoCAD SHX Text 6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\C5 DETAILS.5.DWG
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CATCH BASIN DETAIL
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NO SCALE
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SCALE OF FEET
AutoCAD SHX Text 1/2" = 1'-0"
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TAXIWAY/WALK SECTION
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AutoCAD SHX Text C5
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DIG-OUT PROFILE
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AutoCAD SHX Text C5
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NO SCALE
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GRADE
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3" ASPHALT
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8" TO 10" BASE
3'-0"± TO 4'-6"COURSE STONES (RIP-RAP) MATERIAL
PLACE 4" TO 6" OF FABRIC AGAINST THE TRENCH SIDE AND APPROXIMATELY 2" ACROSS THE TRENCH BOTTOM IN THE UPSTREAM DIRECTION. MINIMUM TRENCH SIZE SHALL BE 6" SQUARE. BACKFILL AND HAND TAMP.
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WOVEN FILTER FABRIC
AutoCAD SHX Text GALVANIZED WELDED WIRE MESH (W.W.M.) (12.5 GA. SWG MIN.) WITH MAXIMUM OPENING SIZE OF 2"x4" OR WOVEN MESH (W.M.) (SEE WOVEN MESH OPTION DETAIL).
AutoCAD SHX Text CONNECT THE ENDS OF THE SUCCESSIVE REINFORCEMENT SHEETS OR ROLLS A MINIMUM OF 6 TIMES WITH HOG RINGS.
AutoCAD SHX Text 4' MINIMUM STEEL OR WOOD POSTS SPACED AT 6' TO 8'. SOFTWOOD POSTS SHALL BE A 3" MINIMUM IN DIAMETER OF NORMAL 2"x4". HARDWOOD POSTS SHALL HAVE A MINIMUM CROSS SECTION OF 1.5"x1.5".
AutoCAD SHX Text 90°
AutoCAD SHX Text 2"
AutoCAD SHX Text ATTACH THE WIRE MESH AND FABRIC ON END POSTS USING 4 EVENLY SPACED STAPLES FOR WOODEN POSTS (OR 4 T-CLIPS OR SEWN WOODEN POCKETS FOR STEEL POSTS).
AutoCAD SHX Text FASTEN FABRIC TO THE TOP STRAND OF THE WIRE USING HOG RINGS OR CHORD AT A MAXIMUM SPACING OF 15'.
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FLOW
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FLOW
AutoCAD SHX Text A
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TAXIWAY
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STAGING AREA
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HODGES RANCH ROAD
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LBJ RANCH VISITOR CENTER
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LBJ TEXAS WHITE HOUSE
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CABANA/POOL HOUSE
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PEDERNALES RIVER
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FLAGGER
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FLAGGER
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REDSTONE RANCH ROAD
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TOP OF FENCE
AutoCAD SHX Text GALVANIZED HINGE JOINT KNOT WOVEN MESH (12.5 GA. SWG MIN.) REQUIRES A MINIMUM OF FIVE HORIZONTAL WIRES SPACED AT A MAXIMUM OF 12 INCHES APART AND ALL VERTICAL WIRES.
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HINGE JOINT KNOT WOVEN MESH (OPTIONAL) DETAIL
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EMBED POSTS 18" MIN. OR ANCHOR IF IN ROCKS
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FILTER FABRIC 3' MIN. WIDTH
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BACKFILL AND HAND TAMP
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FLOW
AutoCAD SHX Text A SEDIMENT CONTROL FENCE MAY BE CONSTRUCTED NEAR THE DOWNSTREAM PERIMETER OF A DISTURBED AREA ALONG A CONTOUR TO INTERCEPT SEDIMENT FROM OVERLOAD RUNOFF. A 2 YEAR STORM FREQUENCY MAY BE USED TO CALCULATE THE FLOW RATE TO BE FILTERED. SEDIMENT CONTROL FENCE SHOULD BE SIZED TO FILTER A MAXIMUM FLOW THROUGH RATE OF 100 GPM/FT². SEDIMENT CONTROL FENCE IS NOT RECOMMENDED TO CONTROL EROSION FROM A DRAINAGE AREA LARGER THAN 2 ACRES.
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SEDIMENT CONTROL FENCE USAGE GUIDELINES
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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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EROSION CONTROL AND
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CONTRACTOR STAGING
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AutoCAD SHX Text 168930
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R. RENAUD
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B. ACRE
AutoCAD SHX Text 6/2020
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JOHNSON RANCH UNIT
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LYNDON B. JOHNSON NHP
AutoCAD SHX Text 228351
AutoCAD SHX Text C6
AutoCAD SHX Text 6/14/20 15:12 BACRE R22 C:\USERS\BACRE\APPDATA\LOCAL\TEMP\BGPLOT_8836\C6 EROSION STAGING.0.DWG IMAGES: P:\PROJECTS\LYJO\228351 RECONSTRUCT TAXIWAY TW PARKING AREA\DRAWINGS\LBJ RANCH TEX WH HS AREA 1.JPG;
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TEMPORARY SEDIMENT CONTROL FENCE
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AutoCAD SHX Text C6
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NO SCALE
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SECTION
AutoCAD SHX Text A
AutoCAD SHX Text C6
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NO SCALE
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CONTRACTOR STAGING AREA
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NO SCALE
| Sheets and Views |
| JOHNCOV RANCH-Layout1 |
| PLOT |
| C1 SITE PLAN-C1 Site |
| PLOT |
| C2 C3 PP-C2 PP |
| PLOT |
| C2 C3 PP-C3 PP |
| PLOT |
| C4 PICS-Layout1 |
| PLOT |
| C5 DETAILS-Layout1 |
| PLOT |
| C6 EROSION STAGING-Layout1 |
| PLOT |
File details come from the government source that posted it. Updated .