CS502_PAVEMENT DETAILS_Rev_2024-03-07.pdf
PDF 801 KB Posted
- Solicitation number
- 36C78624B0014
About this file
This document package includes construction drawings and specifications for a federal contract opportunity. The drawings detail pavement, drainage, and landscaping requirements for improvements to Columbarium 1-5 and remodeling of an existing lookout area at the National Memorial Cemetery of the Pacific in Hawaii. Specific work includes thickened edge concrete, decorative aggregate, perforated drainage pipe wrapped in geotextile fabric, pedestrian and asphalt pavement sections, curb details, a columbarium flower strip, and concrete joint specifications. Relatedly, solicitation number 36C78624B0014 seeks bids for drainage installation and site work at the cemetery as outlined in project number 899-MM-FY24-006, to be awarded by the Department of Veterans Affairs National Cemetery Administration. The response due date is not provided.
View the file
Other files
Show all 21
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
EXISTING COLUMBARIUM WALL
THICKENED EDGE CONCRETE
PAVEMENT
DECORATIVE AGGREGATE,
8" DEPTH MIN.
FREE-DRAINING
AGGREGATE / GRANULAR
DRAINAGE BACKFILL
WRAP GRANULAR DRAINAGE BACKFILL
WITH NON-WOVEN GEOTEXTILE FABRIC.
OVERLAP @ TOP 6" MIN
4" HDPE PERFORATED DRAINTILE;
(SEE COLUMBARIUM UTILITY PLAN)
PEDESTRIAN CONCRETE
PAVEMENT, SEE DETAIL
1'
8" 8"
R 12 "
INV. SEE PLANS
SLOPE 1"
PER FT.
1" RAD.
6"
1" RAD.
" M
IN
. 6"
D/4 + 1"
6"
2'-7"
SCALE:3
VERTICAL CURB & GUTTER DETAIL
NTS SCALE:5
ROLL CURB DETAIL
NTSSCALE:1
PEDESTRIAN CONCRETE DETAIL
NTS SCALE:2
ASPHALT PAVEMENT DETAIL
NTS
4" CONCRETE
6" MIN. STRUCTURAL FILL
APPROVED SUBGRADE
#4 LONGITUDINAL
REINFORCING BARS
1"
1"
R= 1'-
2"
R=1 4"
OUTLINE OF STANDARD
6" HIGH CURB
3 13 16"
6"
CURB GRADE
4 25"
CURB LINE
7"
5 14"
5"
2'-7"
4"
NOTE: CURB AGGREGATE BASE TO BE
MIN. 6" DEPTH AND EXTEND 1' BEHIND
BACK OF CURB
NOTE: CURB AGGREGATE BASE TO BE
MIN. 6" DEPTH AND EXTEND 1' BEHIND
BACK OF CURB
SCALE:4
VALLEY GUTTER DETAIL
NTS
NOTES:
1.) SUBGRADE PREPARATION SHALL COMPLY WITH
GEOTECHNICAL REPORT
2.5" MIN. ASPHALT SURFACE COURSE
6" MIN. COMPACTED AGGREGATE BASE
APPROVED SUBGRADE
TACK COAT
3.5" MIN. ASPHALT INTERMEDIATE COURSE
1" RAD.
6"
1" RAD.
" M
IN
. 6"
SCALE:6
LANDSCAPE CURB DETAIL
NTS
1"
NOTE: CURB AGGREGATE BASE TO BE
MIN. 6" DEPTH AND EXTEND 1' BEHIND
BACK OF CURB
NOTES:
1.) SUBGRADE PREPARATION SHALL COMPLY WITH
GEOTECHNICAL REPORT
SCALE:8
CLEANOUT - COLUMBARIA FLOWER STRIP DETAIL
NTS
100' MAX
100' MAX.
4" HDPE
LONG SWEEP
90° BEND
4" HDPE
LONG SWEEP
90° BEND
WYE
HDPE C.O. CAP
TOP OF HDPE C.O. CAP SHALL BE PLACED
2" BELOW DECORATIVE AGGREGATE AS
TO HIDE CLEANOUT, BUT PROVIDE
ACCESS AS NEEDED FOR MAINTENANCE.
DECORATIVE AGGREGATE
DRAINAGE FILL
CS502
PAVEMENT DETAILS
CNEH
SCALE:7
FLOWER GRAVEL STRIP
1 1/2" = 1'-0"
Dwg. of
HONOLULU, HAWAII
NATIONAL MEMORIAL CEMETERY OF
THE PACIFIC SITE IMPROVEMENTS
04/11/2023
899-MM-FY22-006
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054
100% BIDDING
DOCUMENT SUBMITTAL
04/11/23
EXP. 04/30/24
3/4" PER FT.
7"
2'-7"
NOTE: GUTTER AGGREGATE BASE TO BE
MIN. 6" DEPTH AND EXTEND 1' BEYOND
EACH SIDE OF GUTTER.
SCALE:9
CONCRETE JOINT DETAILS
NTS
1 1/4" min.
1 3/4" max.
BACKER ROD
1/8" to 1/4"
SEALANT
1/8"
SAWCUT OR TOOLED
CONTROL JOINT
POLYURETHANE
SEALANT
1/2" NON-EXTRUDING
PRE-MOLDED COMPRESSIBLE
MATERIAL
TOOLED JOINT
EXPANSION JOINT
ADDENDUM NO. 001 03/07/20241
WELDED WIRE MESH
AutoCAD SHX Text Project Title
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text Project Number
AutoCAD SHX Text
ATIONAL
AutoCAD SHX Text
EMETERY
AutoCAD SHX Text
DMINISTRATION
AutoCAD SHX Text V
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text D
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text E
AutoCAD SHX Text U
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text Date
AutoCAD SHX Text Approved-Project Manager
AutoCAD SHX Text Checked
AutoCAD SHX Text Drawn
AutoCAD SHX Text Location
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Stamp
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text H
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text W
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text U
AutoCAD SHX Text
AutoCAD SHX Text S
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text LICENSED PROFESSIONAL ENGINEER No. 19080-C-CC
File details come from the government source that posted it. Updated .