B08_-_Attachment_2_-_Drawings_and_Plans.pdf
PDF 2 MB Posted
- Attached to
- Central Highschool NHS - Resurface Parking Lots
- Solicitation number
- 140P6226Q0004
About this file
This is a set of construction drawings for a parking lot resurfacing project at Little Rock Central High School National Historic Site, a National Park Service facility in Little Rock, Arkansas.
The project involves resurfacing parking lots at the Visitor Center and Mobil Station locations within the historic site. The drawings include site plans, protection and removal plans, pavement marking plans, and detailed cross-sections for asphalt pavement construction. Base bid scope covers resurfacing the Visitor Center parking lot with full-depth asphalt pavement replacement, while Bid Option 1 addresses resurfacing the Mobil Station parking lot. The drawings specify asphalt pavement notes, contractor staging area requirements, vehicular site access and equipment limitations, and protection requirements for existing conditions including concrete foundations, ADA warning panels, storm drains, utilities, and site amenities. Pavement marking standards are detailed with specifications for standard and thermoplastic striping, accessible parking spaces, speed table details, and dimensional requirements. The drawings are prepared by the National Park Service Midwest Regional Office and include provisions for contractor coordination of all staging areas and activities, equipment specifications regarding size and weight limitations, and requirements for protecting existing infrastructure throughout construction. The project drawings are dated 04/13/2026 and include six sheets total showing existing conditions, parking lot resurfacing plans for both base bid and bid option scenarios, and detailed construction specifications.
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Text version
NATIONAL
PARK
SERVICE
RESURFACE PARKING LOTS
VISITOR CENTER AND MOBIL STATION
LITTLE ROCK CENTRAL HIGH SCHOOL
NATIONAL HISTORIC SITE
REGIONAL LOCATION MAP
LITTLE ROCK
CENTRAL HIGH SCHOOL
NATIONAL HISTORIC SITE
(SEE PARK LOCATION MAP)
RESURFACE PARKING LOTS
VISITOR CENTER AND MOBIL STATION
LITTLE ROCK CENTRAL HIGH SCHOOL
NATIONAL HISTORIC SITE
NOT TO SCALE
PARK LOCATION MAP
NOT TO SCALE
PROJECT LOCATION MAP
NOT TO SCALE
VISITOR CENTER AND MOBIL STATION
(SEE PROJECT LOCATION MAP)
PROJECT
LOCATION
NORTH NORTH NORTH
X 037 / 80007
NORTH
0 20' 40' 60'
SCALE: 1" = 20'
SCALE: 1" = 20'
AutoCAD SHX Text 3" ASPHALT WEARING SURFACE PER CITY OF LITTLE ROCK PUBLIC WORKS DETAIL PW-22, SEE ASPHALT PAVEMENT NOTES, THIS DETAIL.
AutoCAD SHX Text
EXISTING SUBGRADE
AutoCAD SHX Text 6"
AutoCAD SHX Text SCARIFY AND RECOMPACT THE TOP 6" OF EXISTING SUBGRADE TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, (AASHTO T-180) PER CITY OF LITTLE ROCK PUBLIC WORKS DETAIL PW-22
AutoCAD SHX Text 6"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6" DEPTH AGGREGATE, CLASS 7 BASE COURSE AT 100% MODIFIED PROCTOR DENSITY, (AASHTO T-191) PER CITY OF LITTLE ROCK PUBLIC WORKS DETAIL PW-22
AutoCAD SHX Text FILTER FABRIC BETWEEN AGGREGATE BASE COURSE AND RECOMPACTED SUBGRADE, MIRAFI 140N OR APPROVED EQUAL, OVERLAP 24" MINIMUM
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TITLE OF SHEET
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DESIGNED:
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TECH. REVIEW:
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DATE:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text 04/13/2026
AutoCAD SHX Text
MRS
AutoCAD SHX Text
AutoCAD SHX Text
MRS
AutoCAD SHX Text M:\Cadusers\Groups\Maint\Active\CHSC_227512_VC & Mobil Station-Resurface Parking Lots\11_In-House\3_CAD Drawings\_DWG\SHEETS\CHSC 80007_SHEETS.dwg 4/15/2026 2:08 PM BY Sharp, Michael R 4/15/2026 2:08 PM BY Sharp, Michael R4/15/2026 2:08 PM BY Sharp, Michael R BY Sharp, Michael RSharp, Michael R
AutoCAD SHX Text Date
AutoCAD SHX Text Mark
AutoCAD SHX Text Sheet
AutoCAD SHX Text
REVISION
AutoCAD SHX Text Initial
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DRAWING NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text 037 80007
AutoCAD SHX Text
AutoCAD SHX Text 227512
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
LITTLE ROCK CENTRAL HIGH SCHOOL NATIONAL HISTORIC SITE
AutoCAD SHX Text G1.1
AutoCAD SHX Text
PARKING LOT
AutoCAD SHX Text
RESURFACING
AutoCAD SHX Text
BASE AND BID OPTION 1
AutoCAD SHX Text
AutoCAD SHX Text G1.1
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AutoCAD SHX Text PARKING LOT RESURFACING - BASE BID (VISITOR CENTER PARKING LOT) AND BID OPTION 1 (MOBIL STATION PARKING LOT)
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LITTLE ROCK CENTRAL HIGH SCHOOL VISITOR CENTER
AutoCAD SHX Text
MAGNOLIA/MOBIL SERVICE STATION
AutoCAD SHX Text
WEST DAISY L GATSON BATES DRIVE
AutoCAD SHX Text BASE BID AND BID OPTION 1 NOTES 2" DEPTH MILL AND OVERLAY LIMITS FULL DEPTH ASPHALT PAVEMENT REPLACEMENT LIMITS, SEE DETAIL 2, THIS SHEET. BASE BID: VISITOR CENTER PARKING LOT ONLY, INCLUDES 2" DEPTH MILL AND OVERLAY AS : VISITOR CENTER PARKING LOT ONLY, INCLUDES 2" DEPTH MILL AND OVERLAY AS VISITOR CENTER PARKING LOT ONLY, INCLUDES 2" DEPTH MILL AND OVERLAY AS WELL AS FULL DEPTH REPLACEMENT AS SHOWN, ALL PAVEMENT MARKINGS TO BE CONSTRUCTED WITH THERMOPLASTIC APPLICATION PER SHEET C1.1. MATCH ALL MATCH ALL EXISTING SURFACE ELEVATIONS TO ENSURE EXISTING DRAINAGE PATTERNS AND FLOWS ARE MAINTAINED. BID OPTION 1: MOBIL STATION PARKING LOT ONLY: INCLUDES 2" DEPTH MILL AND OVERLAY AS : MOBIL STATION PARKING LOT ONLY: INCLUDES 2" DEPTH MILL AND OVERLAY AS MOBIL STATION PARKING LOT ONLY: INCLUDES 2" DEPTH MILL AND OVERLAY AS WELL AS FULL DEPTH REPLACEMENT AS SHOWN, ALL PAVEMENT MARKINGS TO BE CONSTRUCTED WITH THERMOPLASTIC APPLICATION PER SHEET C1.1, REMOVAL AND REINSTALLATION OF FENCE/GATE. MATCH ALL EXISTING SURFACE ELEVATIONS TO MATCH ALL EXISTING SURFACE ELEVATIONS TO ENSURE EXISTING DRAINAGE PATTERNS AND FLOWS ARE MAINTAINED.
AutoCAD SHX Text 43.00'
AutoCAD SHX Text 19.00'
AutoCAD SHX Text 18.00'
AutoCAD SHX Text 83.44'
AutoCAD SHX Text 43.00'
AutoCAD SHX Text 43.00'
AutoCAD SHX Text 58.00'
AutoCAD SHX Text 41.50'
AutoCAD SHX Text 29.00'
AutoCAD SHX Text 81.00'
AutoCAD SHX Text
SEE SHEET C0.2
AutoCAD SHX Text
SEE SHEET C0.1
AutoCAD SHX Text 17.25'
AutoCAD SHX Text 9.00'
AutoCAD SHX Text 9.00'
AutoCAD SHX Text G1.1
AutoCAD SHX Text
AutoCAD SHX Text
ASPHALT PAVEMENT SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
BID OPTION 1
AutoCAD SHX Text
SEE SHEET C0.2
AutoCAD SHX Text
BASE BID
AutoCAD SHX Text ASPHALT PAVEMENT NOTES 1. 2" DEPTH ASPHALT MILLING AND 2" THICK ASPHALT 2" DEPTH ASPHALT MILLING AND 2" THICK ASPHALT OVERLAY SHALL BE CONSTRUCTED PER ARDOT DIVISION 400 - ASPHALT PAVEMENTS, OF THE 'ARKANSAS 2014 STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' OR MOST CURRENT VERSION ON FILE. CONSTRUCT TACK COAT PRIOR TO CONSTRUCTING 2" THICK OVERLAY (SURFACE LAYER - ACHM 1/2"). MATCH ALL EXISTING SURFACE ELEVATIONS TO MAINTAIN EXISTING PAVEMENT SURFACE DRAINAGE. 2. FULL DEPTH ASPHALT PAVEMENT REPLACEMENT WITH 3" FULL DEPTH ASPHALT PAVEMENT REPLACEMENT WITH 3" THICK ASPHALT WEARING COURSE SHALL BE CONSTRUCTED WITH TWO SEPARATE 1.5" THICK SURFACE COURSES (ACHM 1/2") OR ONE 3" THICK SURFACE COURSE (ACHM 1/2"), PER ARDOT DIVISION 400 - ASPHALT PAVEMENTS, OF THE 'ARKANSAS 2014 STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION' OR MOST CURRENT VERSION ON FILE. MATCH ALL EXISTING SURFACE ELEVATIONS TO MAINTAIN EXISTING PAVEMENT SURFACE DRAINAGE.
0 10' 20' 30'
SCALE: 1" = 10'
0 10' 20' 30'
SCALE: 1" = 10'
SCALE: 1" = 20'
| Sheets and Views |
| COVER |
| 2026-04-15T14:09:42-0500 | |
| Michael R Sharp |
File details come from the government source that posted it. Updated .