A06_ATT_6_REVISED_-_Drawings_CHIS_HQ_Drive_0001.pdf
PDF 3 MB Posted
- Attached to
- CHIS - REPLACE HQ DRIVE WITH CONCRETE Federal contract opportunity
- Solicitation number
- 140P8424Q0087
About this file
This document contains construction drawings for a project at Channel Islands National Park to demolish and replace the existing asphalt paving in the headquarters parking lot with 6-inch thick concrete paving, as well as replace the non-compliant handrail on the accessible ramp. The project includes approximately 10,675 square feet of concrete paving work and 120 linear feet of new handrail. The National Park Service has issued a firm-fixed-price solicitation under NAICS code 238990 for this requirement, which is a total small business set-aside with an estimated value between $100,000 and $250,000. A site visit is scheduled for July 17, 2024, and quotations are due by the date specified in the solicitation. The government will evaluate proposals based on price and other factors outlined in the Request for Quotation.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P8424Q0087_Amd_0002.pdf | ||
| Questions_and_Answers_CHIS_HQ_Drive_140P8424Q0087_0002.pdf | ||
| Sol_140P8424Q0087_Amd_0001.pdf | ||
| B11_Site_Visit_Sign_In_Sheet_0001.pdf | ||
| A06_ATT_2_Drawings_CHIS_HQ_Drive.pdf | ||
| B08_Solicitaiton_ATT_5_140P8424Q0087_Bid_Bond_SF24.pdf | ||
| B08_Solicitation_ATT_4_Tech_Info_Form_140P8424Q0087.pdf | ||
| Sol_140P8424Q0087.pdf | ||
| ATT_3_DBA_Wage_Determinations_CHIS_HQ_Drive.pdf | ||
| A06_ATT_1_Specifications_CHIS_HQ_Drive.pdf |
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Text version
CHANNEL ISLANDS NATIONAL PARK, VENTURA, CA
COVER SHEET
PMIS 185464 – SHEET 1 OF 6
NOTES:
1. PROJECT LOCATION: PARKING LOT OF THE CHANNEL ISLANDS NATIONAL PARK:
1901 SPINNAKER DRIVE, VENTURA, CA 93001.
2. ACTUAL DIMENSIONS RELATING TO THE WORK SHALL BE FIELD VERIFITED BY THE
CONTRACTOR.
3. PROTECT ALL EXISTING FACILITIES AND UTILITIES EXCEPT FOR THOSE
DESIGNATED IN THE CONSTRUCTION DOCUMENTS TO BE DEMOLISHED.
4. CONTRACTOR SHALL BE REQUIRED TO REPAIR ANY FACILITIES/UTILITIES
DAMAGED OR BROKEN BY THE CONTRACTOR IN PERFORMING THE CONTRACT.
5. CONTRACTOR SHALL FILE & SUBMIT A NOTICE OF INTENT (NOI) ALONG WITH AN
UNDER-AN-ACRE STORM WATER POLLUTION PREVENTION PLAN.
6. CONTRACTOR MUST FOLLOW THE CONSTRUCTION DOCUMENTS IN CARRYING
OUT THE WORK UNDER THE CONSTRUCTION CONTRACT.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
SHEET INDEX
SHEET# SUBSHEET TITLE OF SHEET
1 (NA) COVER SHEET
2 G1 DEMOLITION PLAN
3 C1 CONCRETE PAVING PLAN
4 C2 PARKING AREA DRAINAGE PLAN
5 C3 ENTRY ROAD DRAINAGE PLAN
6 C4 ACCESIBLE PARKING SPACES
& ACCESS AISLE
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
STEVEN L. BOSILJEVAC, P.E.
MAY 7TH, 2023
FIG 1. DEMOLITION OF EXISTING ASPHALT PAVING AND EXISTING HAND RAIL ON ACCESS RAMP
DEMOLITION PLAN
PMIS 185464 – SHEET 2 OF 6 SUBSHEET G1 05/07/2023
NOTES:
1. DEMOLISH (E) HANDRAIL ON ACCCESS RAMP – APPROXIMATELY 120 LF.
2. DEMOLISH (E) ASPHALT PAVING IN THE HEADQUARTERS (HQ) PARKING LOT
AND NPS ACCESS ROAD TO THE PARKING LOT WITHIN THE AREA DESIGNATED BY
THE RED BOUNDARY LINE IN FIGURE 1. FIELD VERIFY THE AREA OF (E) ASPHALT
PAVING. APPROXIMATE AREA OF (E) ASPHALT IS 10,675 SF.
3. THE (E) CONCRETE CURB & GUTTER TO REMAIN IN PLACE. IF THE (E) CONCRETE
CURB & GUTTER IS DAMAGED BY THE CONTRACTOR DURING THE DEMOLITION OF
THE (E) ASPHALT THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRS AND/OR
REPLACEMENT OF THE DAMAGED CURB & GUTTER.
4. THE (E) CONCRETE SWALES WITHIN THE HQ PARKING CAN REMAIN OR BE
DEMOLISHED (AND THEN REPLACED) AT THE DESCRETION OF THE CONTRACTOR,
EXCEPT FOR SPECIFIC (E) CONCRETE SWALES DESIGNATED FOR DEMOLITION IN
THE CONSTRUCTION DRAWINGS.
5. THE CONCRETE DRAIN STRUCTURE IN THE HQ PARKING LOT (DETAILED ON
SHEET ? MUST REMAIN IN PLACE AND MUST NOT BE DAMAGED. THE RIM
ELEVATION OF THIS DRAIN STRUCTURE REPRESENTS THE LOWEST ELEVATION IN
THE PARKING LOT.
6. THE NPS WILL REMOVE ALL VEHICLES AND OTHER ITEMS AND EQUIPMENT
FROM THE PARKING AREA PRIOR TO THE CONTRACTOR INITIATING DEMOLITION
ACTIVITIES.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
D
EM
O
LISH
(E) ASPH
ALT
1. (E) ASPHALT PAVING LAYER TO BE DEMOLISHTED.
2. (E) SUBBASE LAYER, IF PRESENT, TO BE REMOVED AS
NECESSARY TO ALLOW FOR NEW CONCRETE PAVING.
3 3. EXCAVATE NATIVE SOIL AS NECESSARY TO ALLOW
FOR NEW CONCRETE PAVING.
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
DETAIL: PROFILE OF CONCRETE PAVEMENT/SUBBASE/SUBGRADE
PHOTOGRAPH 1. (E) DAMAGED CONCRETE SWALE TO BE DEMOLISHED
& REPLACED. (E) STORMWATER DRAIN CAN BE SEEN IN THE BACKGROUND.
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
STEVEN L. BOSILJEVAC, P.E.
MAY 7TH, 2023
clairelewis Callout New project area will include additional 112 square feet as outlined by blue box.
FIG 2. INSTALLATION OF NEW CONCRETE PAVING IN HQ PARKING LOT AND INSTALLATION OF NEW HAND
RAIL ON ACCESS RAMP
CHANNEL ISLANDS NATIONAL PARK, VENTURA, CA
CONCRETE PAVING PLAN
PMIS 185464 – SHEET 3 OF 6 SUBSHEET C1 05/07/2023
NOTES:
1. (N) CONCRETE PAVING CONSTRUCTION WITHIN THE LIMITS DEFINED BY THE
BLUE BORDER LINE IN FIGURE 2 TO BE IN ACCORDANCE WITH ACI 330.1.
2. CONCRETE 28-DAY STRENGTH MUST BE GREATER THAN 3000 PSI.
3. THE TOP OF (E) CONCRETE GUTTER SHALL BE USED TO ESTABLISH THE TOP OF
CONCRETE PAVEMENT ADJACENT TO THE GUTTERS SO AS TO MAINTAIN SURFACE
WATER DRAINAGE TO THE (E) STORMWATER DRAIN IN THE PARKING AREA.
4. THE THICKNESS OF CONCRETE PAVEMENT MUST BE A MINIMUM OF 6 INCHES.
5. THE SPACING OF JOINTS (CONSTRUCTION & ISOLATION) SHALL NOT BE SPACED
AT GREATER INTERVALS THAT 15 FEET IN ANY DIRECTION. ASPECT RATIO OF (N)
CONCRETE PANELS MUST NOT EXCEED 1:1.5. “T” PANELS OR “L” PANELS WILL
NOT BE ALLOWED.
6. CHECKERBOARD CONCRETE PANEL POUR SEQUENCING WILL NOT BE ALLOWED.
7. MATCH JOINTS IN (N) CONCRETE PAVING WITH (E) JOINTS IN GUTTERS/CURBS.
8. USE ISOLATION JOINTS BETWEEN (N) CONCRETE PAVING AND (E) CONCRETE
FLATWORK.
9. (N) CONCRETE PAVING TO HAVE EITHER BURLAP DRAG FINISH OR BROOM
FINISH.
10. PAINT NEW WHITE PARKING PLACE LINES AFTER THE (N) CONCRETE PAVING
HAS PROPERLY CURED. REFER TO SHEET 6 OF 6 FOR PAINTING OF ACCESIBLE
PARKING PLACES AND ACCESIBLE AISLE.
11. INSTALL (N) HAND RAIL ON THE RAMP THAT PROVIDES ACCESS TO THE HQ
BUILDING. THE (N) HAND RAILS MUST BE COMPLIANT WITH CHAPTER 5: GENERAL
SITE AND BUILDING ELEMENTS, SUBPART 505 HANDRAILS. POSTS AND RAILS
SHALL BE EXTRUDED 6063-T6 ALUMINUM 1.5” SCHEDULE 40 PIPE SIZE; ELBOW
EXTRUDED FROM 6063-T4; AND RAILING ACCESSORIES CAST FROM 713 ALLOY;
WITH ALL FASTENERS USED IN THE SYSTEM BEING EITHER ALUMINUM OR
STAINLESS STEEL. RAILING SHALL HAVE A MILL FINISH.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
(N
) CO
N
CRETE PAVIN
G
(N) HAND RAIL
1. (N) CONCRETE PAVING TO BE INSTALLED – 6 INCHES THICK.
2. SUBBASE LAYER, IF PRESENT, CAN HAVE (N) CONCRETE
PAVING INSTALLED ON TOP OF IT IF PROPERLY COMPACTED.
3 3. IF NO SUBBASE PRESENT, (N) CONCRETE PAVING TO BE
INSTALLED ON PROPERLY COMPACTED SUBGRADE.
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
DETAIL: PROFILE OF CONCRETE PAVEMENT/SUBBASE/SUBGRADE
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
STEVEN L. BOSILJEVAC, P.E.
MAY 7TH, 2023
clairelewis
FIG 3. PARKING STALLS AREA OF HQ PARKING LOT – DRAINAGE PLAN
PARKING AREA DRAINAGE PLAN
PMIS 185464 – SHEET 4 OF 6 SUBSHEET C2 05/07/2023
NOTES:
1. THE TOP OF (E) CONCRETE GUTTER SHALL BE USED TO ESTABLISH THE TOP
OF CONCRETE PAVEMENT ADJACENT TO THE GUTTERS SO AS TO MAINTAIN
SURFACE WATER DRAINAGE TO THE (E) STORMWATER DRAIN IN THE PARKING
AREA. THE (E) STORMWATER DRAIN LOCATION IS SHOWN IN FIGURE 3 & IN
PHOTOGRAPH 1.
2. CONTOUR CONCRETE PAVING TO PREVENT LOW AREAS WHERE WATER
WILL POND.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
GENERAL DIRECTION OF
STORMWATER FLOW ON THE
SURFACE OF THE PARKING LOT
LEGEND
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
PHOTOGRAPHS 2 (LEFT) & 3 (RIGHT). (E) CONCRETE STORMWATER DRAIN WTH
TRAFFIC-RATED STEEL DRAIN COVER GRATE.
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
STEVEN L. BOSILJEVAC, P.E.
MAY 7TH, 2023
clairelewis
FIG 4. ENTRY ROAD TO HQ PARKING LOT – DRAINAGE PLAN
ENTRY ROAD DRAINAGE PLAN
PMIS 185464 – SHEET 5 OF 6 SUBSHEET C3 05/07/2023
NOTES:
1. THE TOP OF (E) CONCRETE GUTTER SHALL BE USED TO ESTABLISH THE TOP
OF CONCRETE PAVEMENT ADJACENT TO THE GUTTERS SO AS TO MAINTAIN
SURFACE WATER DRAINAGE TO THE (E) STORMWATER DRAIN IN THE PARKING
AREA. THE (E) STORMWATER DRAIN LOCATION IS SHOWN IN FIGURE 4.
2. CONTOUR CONCRETE PAVING TO PREVENT LOW AREAS WHERE WATER
WILL POND.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
GENERAL DIRECTION OF
STORMWATER FLOW ON THE
SURFACE OF THE PARKING LOT
LEGEND
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
PHOTOGRAPH 4. ENTRY ROAD TO HQ PARKING AREA
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
FIG 5. ACCESSIBLE PARKING ZONE
ACCESSIBLE PARKING SPACES & ACCESS AISLE
PMIS 185464 – SHEET 6 OF 6 SUBSHEET C4 05/07/2023
NOTES:
1. THE ZONE FOR THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE IS
IDENTIFIED IN FIGURE 4 WITHIN THE BLUE RECTANGLE.
2. THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL CONFORM TO THE
ARCHITECTURAL BARRIERS ACT STANDARDS (LATEST EDITION), CHAPTER 5.
3. THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL BE PAINTED IN
BLUE ACCORDING TO THE NPS MARKING STANDARDS. SIGNAGE SHALL BE POSTED
THAT INDICATES THE ACCESSIBLE PARKING SPACES AND ACCESS AISLE ARE
RESERVED FOR PERSONS WITH DISABILITIES ONLY.
CONSTRUCTION DRAWINGS
UNITED STATES
DEPARTMENT OF THE INTERIOR
NATIONAL PARK SERVICE
INTERIOR REGIONS 8, 9 ,10, & 12
REPLACE ASPHALT WITH CONCRETE AT HQ PARKING LOT
APPROVED FOR CONSTRUCTION
BY REGIONAL CIVIL ENGINEER,
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