07 Final Design NMCP 899CM3028 Road Improvements_PG 83-91_210815.pdf
PDF 10 MB Posted
- Solicitation number
- 36C78621B0012
About this file
This notice provides details for a federal contract solicitation for gravesite expansion and construction of a new bathroom at the National Memorial Cemetery of the Pacific in Honolulu, Hawaii. The solicitation number is 36C78621B0012 and will be issued on or about July 15, 2021 through the General Services Administration's beta.SAM.gov platform. The acquisition type will be an Invitation for Bid with a construction magnitude between $5 million and $10 million under NAICS code 237990. The solicitation is set aside 100% for Service-Disabled Veteran Owned Small Businesses, which must be verified in the Vendor Information Pages database and registered in the System for Award Management to be considered for award. Questions should be directed to the Administrative Contracting Officer Auvorie Benson at auvorie.benson@va.gov and amendments will be posted to Contract Opportunities at beta.SAM.gov rather than being mailed. Offers are due by the date specified in the full solicitation.
View the file
Other files
Show all 25
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
LEGEND
EXISTING ASPHALT PAVEMENT
REMOVE ASPHALT PAVEMENT FULL-DEPTH
MILL & OVERLAY ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
REMOVE PAVERS
REMOVE CURB & GUTTER
REMOVE WATERLINE
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC
REMOVE UNDERGROUND COMMUNICATION
CONSTRUCTION LIMITS
SILT FENCE
BIO-ROLL
FULL DEPTH SAWCUT
REMOVE TREE
REMOVE SIGN
REMOVE HYDRANT
TREE PROTECTION FENCE
KEY NOTES
REMOVE EXISTING PUBLIC RESTROOM AND ALL ASSOCIATED
INFRASTRUCTURE AND UTILITY LINES
REMOVE DOMESTIC WATERMAIN
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC LINE
REMOVE STORM MANHOLE STRUCTURE
REMOVE SANITARY MANHOLE STRUCTURE
ABANDON SANITARY SEWER LINE IN-PLACE
REMOVE SIGN AND ASSOCIATED CONCRETE FOOTING AND BASE
REMOVE FLOWER WATERING STATION
REMOVE BOLLARDS AND ASSOCIATED CONCRETE FOOTING AND
BASE
FULL DEPTH SAW-CUT TO OCCUR AT NEAREST PAVING JOINT
OUTSIDE THE LIMIT OF WORK
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s b i d d o c s s h e e t s d d e m o d w g e d i t m t o l k k i n n s a v e d
A
M p l o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
N
0 50' 100'
D-401
MTEH
ADD ALT 3 - OVERALL DEMOLITION PLAN
SCALE: 1" = 50'
DEMOLITION PLAN
SEE SHEET D-402
SEE SHEET D-403
I
N
N
E
R
D
I
V
N
O
R
T
H
I
N
N
I
S
U
T
H
O
U
T
I
R
T
H
L
IN
K D
R
IV
E
INLET PROTECTION
VICINITY MAP
83 137
REMOVE ASPHALT PAVEMENT FULL-DEPTH
MILL & OVERLAY ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
REMOVE PAVERS
REMOVE CURB & GUTTER
REMOVE WATERLINE
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC
REMOVE UNDERGROUND COMMUNICATION
CONSTRUCTION LIMITS
SILT FENCE
BIO-ROLL
FULL DEPTH SAWCUT
REMOVE TREE
REMOVE SIGN
REMOVE HYDRANT
TREE PROTECTION FENCE
KEY NOTES
REMOVE EXISTING PUBLIC RESTROOM AND ALL ASSOCIATED
INFRASTRUCTURE AND UTILITY LINES
REMOVE DOMESTIC WATERMAIN
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC LINE
REMOVE STORM MANHOLE STRUCTURE
REMOVE SANITARY MANHOLE STRUCTURE
ABANDON SANITARY SEWER LINE IN-PLACE
REMOVE SIGN AND ASSOCIATED CONCRETE FOOTING AND BASE
REMOVE FLOWER WATERING STATION
REMOVE BOLLARDS AND ASSOCIATED CONCRETE FOOTING AND
BASE
FULL DEPTH SAW-CUT TO OCCUR AT NEAREST PAVING JOINT
OUTSIDE THE LIMIT OF WORK
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s d d e m o d i t m t o l k k i n v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
N
0 10' 20'
D-402
MTEH
ADD ALT 3 - DEMOLITION PLAN - NORTH PARKING LOT
SCALE: 1" = 10'
DEMOLITION PLAN - NORTH
PARKING LOT
84 137
REMOVE ASPHALT PAVEMENT FULL-DEPTH
MILL & OVERLAY ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
REMOVE PAVERS
REMOVE CURB & GUTTER
REMOVE WATERLINE
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC
REMOVE UNDERGROUND COMMUNICATION
CONSTRUCTION LIMITS
SILT FENCE
BIO-ROLL
FULL DEPTH SAWCUT
REMOVE TREE
REMOVE SIGN
REMOVE HYDRANT
TREE PROTECTION FENCE
KEY NOTES
REMOVE EXISTING PUBLIC RESTROOM AND ALL ASSOCIATED
INFRASTRUCTURE AND UTILITY LINES
REMOVE DOMESTIC WATERMAIN
REMOVE SANITARY SEWER
REMOVE UNDERGROUND ELECTRIC LINE
REMOVE STORM MANHOLE STRUCTURE
REMOVE SANITARY MANHOLE STRUCTURE
ABANDON SANITARY SEWER LINE IN-PLACE
REMOVE SIGN AND ASSOCIATED CONCRETE FOOTING AND BASE
REMOVE FLOWER WATERING STATION
REMOVE BOLLARDS AND ASSOCIATED CONCRETE FOOTING AND
BASE
FULL DEPTH SAW-CUT TO OCCUR AT NEAREST PAVING JOINT
OUTSIDE THE LIMIT OF WORK
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s d d e m o d i t m t o l k k i n v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
N
0 10' 20'
D-403
MTEH
ADD ALT 3 - DEMOLITION PLAN - SOUTH PARKING LOT
SCALE: 1" = 10'
DEMOLITION PLAN - SOUTH
PARKING LOT
85 137
1+42
2+00
3+00
4+00
5+00
6+00
7+00
7+50
I N
T
E
R
M
E
T
C
T
I
I
N
T
E
R
M
E
C
T
I
P
C
P
C
P
P
P
T
P
BEGIN MILL & OVERLAY
INNER DRIVE= STA. 1+48.45
LEGEND
MILL AND OVERLAY ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
RECONSTRUCTION
EXISTING ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
CONSTRUCTION LIMITS
KEY NOTES
NEW ROLL CURB. SEE DETAIL 5/CD101
NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101
NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101
NEW VERTICAL CURB. SEE DETAIL 7/CD101
NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101
PROTECT MEMORIAL PAVERS TO REMAIN
VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB
TRANSITION. SEE DETAIL 11/CD101
ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB
TRANSITION. SEE DETAIL 12/CD101
FLUSH CURB. SEE DETAIL 4/CD101
ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101
HANDICAP STALL. SEE DETAIL 5/CD102
LANDSCAPE CURB. SEE DETAIL 8/CD101
FULL DEPTH SAW-CUT
PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103
PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103
NEW RETAINING WALL. SEE STRUCTURAL
NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107
MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101
NEW WHEEL STOP. SEE DETAIL 8/CD103
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i
P t h y c v i l d f i l e s b o c s h e e t s a t s i t e d i t m t o l k k i n v e d o t
A
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 137
CP401
SITE PLAN & PROFILE - INNER
DR-STA. 0+00 - 7+50
N
INNER DRIVE - PROFILE VIEW - STA. 1+42 - 7+50
SCALE: H: 1" = 20' V: 1" = 5'
INNER DRIVE - PLAN VIEW - STA. 1+42 - 7+50
SCALE: 1" = 20'
0 20' 40'
INNER DRIVE - HORIZONTAL GEOMETRY - STA. 1+42 - 7+50
IN
N
E R
D
R
IV
E
EH MT
M
A
T
H
L
E
EXISTING GROUND
SHEET NOTES
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE
TREE PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE
WITH SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA
CERTIFIED ARBORIST.
VICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
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
7+50
8+00
9+00
10+00
11+00
12+00
13+00
14+00
15+00
I
N
T
E
R
M
E
C
T
I
N
T
E
R
M
E
C
T
I
POINT OF INTERSECTION
INNER DRIVE= STA. 7+67.26
POINT OF INTERSECTION
INNER DRIVE= STA. 14+90.38
11+00
P
P
P
P C
P
C
P
P
P
P T
P
T
END MILL & OVERLAY
INNER DRIVE= STA. 10+49.65
BEGIN MILL & OVERLAY
INNER DRIVE= STA. 11+99.06
LEGEND
MILL AND OVERLAY ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
RECONSTRUCTION
EXISTING ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
CONSTRUCTION LIMITS
KEY NOTES
NEW ROLL CURB. SEE DETAIL 5/CD101
NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101
NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101
NEW VERTICAL CURB. SEE DETAIL 7/CD101
NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101
PROTECT MEMORIAL PAVERS TO REMAIN
VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB
TRANSITION. SEE DETAIL 11/CD101
ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB
TRANSITION. SEE DETAIL 12/CD101
FLUSH CURB. SEE DETAIL 4/CD101
ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101
HANDICAP STALL. SEE DETAIL 5/CD102
LANDSCAPE CURB. SEE DETAIL 8/CD101
FULL DEPTH SAW-CUT
PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103
PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103
NEW RETAINING WALL. SEE STRUCTURAL
NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107
MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101
NEW WHEEL STOP. SEE DETAIL 8/CD103
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s a d d a l t s i t e d i t m t o l k k i n v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
CP402
SITE PLAN & PROFILE-INNER
DR-STA. 7+50 - 15+00
N
INNER DRIVE - PROFILE VIEW - STA. 7+50 - 15+00
SCALE: H: 1" = 30' V: 1" = 5'
INNER DRIVE - PLAN VIEW - STA. 7+50 - 15+00
SCALE: 1" = 20'
0 20' 40'
EXISTING GROUND
INNER DRIVE - HORIZONTAL GEOMETRY - STA. 7+50 - 15+00
I
N
N
I
V
E
L
I
K
I
V
E
M A
I V
E
M A
I V
E
SEE SHEET CP404
FOR LINK DRIVE
PLAN & PROFILE
SEE SHEET CP405
FOR MEMORIAL DRIVE
PLAN & PROFILE
MTEH
M
A
T
E
M
A
T
E
SHEET NOTES
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE
TREE PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE
WITH SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA
CERTIFIED ARBORIST.
EXISTING CONCRETE
PAVEMENT TO REMAIN
87 137
15+00
16+00
17+00
18+00
19+00
20+00
21+00
I
N
T
E
R
M
E
C
T
I
N
T
E
R
M
E
C
T
I
B
N
T
E
R
M
E
C
T
I
POINT OF INTERSECTION
INNER DRIVE= STA. 22+46.71
STREET SECTION D-D TO C-C
STATION 15+18.41
P
P
C
P C
P
P
P
T
P T
P
END MILL & OVERLAY
INNER DRIVE= STA. 20+98.56
LEGEND
MILL AND OVERLAY ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
RECONSTRUCTION
EXISTING ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
CONSTRUCTION LIMITS
KEY NOTES
NEW ROLL CURB. SEE DETAIL 5/CD101
NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101
NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101
NEW VERTICAL CURB. SEE DETAIL 7/CD101
NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101
PROTECT MEMORIAL PAVERS TO REMAIN
VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB
TRANSITION. SEE DETAIL 11/CD101
ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB
TRANSITION. SEE DETAIL 12/CD101
FLUSH CURB. SEE DETAIL 4/CD101
ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101
HANDICAP STALL. SEE DETAIL 5/CD102
LANDSCAPE CURB. SEE DETAIL 8/CD101
FULL DEPTH SAW-CUT
PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103
PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103
NEW RETAINING WALL. SEE STRUCTURAL
NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107
MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101
NEW WHEEL STOP. SEE DETAIL 8/CD103
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s a d d a l t s i t e d i t m t o l k k i n v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
CP403
SITE PLAN & PROFILE-INNER
DR-STA. 15+00 - 22+47
N
INNER DRIVE - PROFILE VIEW - STA. 15+00 - 21+00
SCALE: H: 1" = 30' V: 1" = 5'
INNER DRIVE - PLAN VIEW - STA15+00 - 21+00
SCALE: 1" = 30'
0 20' 40'
EXISTING GROUND
INNER DRIVE - HORIZONTAL GEOMETRY - STA. 15+00 - 21+00
SCALE: 1" = 30'
I
N
N
I
V
E
EH MT
M
A
T
E
SHEET NOTES
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE
TREE PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE
WITH SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA
CERTIFIED ARBORIST.
88 137
B
P
P
P
P
P
P
P
P
P
E
S
D
E
S
I
G
E m h
POINT OF INTERSECTION
LINK= STA. 6+59.84
MEMORIAL DRIVE= STA. 1+34.40
BEGIN MIL & OVERLAY
LINK = STA 0+73.54
LEGEND
MILL AND OVERLAY ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
RECONSTRUCTION
EXISTING ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
CONSTRUCTION LIMITS
KEY NOTES
NEW ROLL CURB. SEE DETAIL 5/CD101
NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101
NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101
NEW VERTICAL CURB. SEE DETAIL 7/CD101
NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101
PROTECT MEMORIAL PAVERS TO REMAIN
VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB
TRANSITION. SEE DETAIL 11/CD101
ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB
TRANSITION. SEE DETAIL 12/CD101
FLUSH CURB. SEE DETAIL 4/CD101
ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101
HANDICAP STALL. SEE DETAIL 5/CD102
LANDSCAPE CURB. SEE DETAIL 8/CD101
FULL DEPTH SAW-CUT
PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103
PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103
NEW RETAINING WALL. SEE STRUCTURAL
NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107
MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101
NEW WHEEL STOP. SEE DETAIL 8/CD103
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i t h y v i l d f i l e s b o c s h e e t s l i n k d r s i t e d i t m t o l k k i n v e d o t
A
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 137
CP404
SITE PLAN & PROFILE-LINK DR-STA.
0+00 - 7+09
N
SHEET NOTES
LINK DRIVE - PROFILE VIEW - STA. 0+00 - 7+09
SCALE: H: 1" = 30' V: 1" = 5'
LINK DRIVE - PLAN VIEW - STA. 0+00 - 7+09
SCALE: 1" = 20'
0 20' 40'
EXISTING GROUND
LINK DRIVE - HORIZONTAL GEOMETRY - STA. 0+00 - 7+09
L
I
I
V
E
O
U
T
I
V
E
I N
N
I V
E
SEE SHEET CP405 FOR
MEMORIAL DRIVE
PLAN & PROFILE
SEE SHEET CP401
FOR INNER DRIVE
PLAN & PROFILE
MTEH
SEE SHEET CP402
FOR INNER DRIVE
PLAN & PROFILE
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE
TREE PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE
WITH SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA
CERTIFIED ARBORIST.
VICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
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
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
8+43
5+00
B
E
P
P
PC: 2+91.60
P C
PC: 5+12.13
P
P
PT: 2+70.68
P T
PT: 4+96.08
P
P
POINT OF INTERSECTION
MEMORIAL= STA. 1+34.40
LINK DRIVE= STA. 6+59.84
POINT OF INTERSECTION
MEMORIAL= STA. 0+01.20
INNER DRIVE= STA. 7+68.46
POINT OF INTERSECTION
MEMORIAL= STA. 8+00.61
INNER DRIVE= STA. 14+90.38
LEGEND
MILL AND OVERLAY ASPHALT PAVEMENT
FULL DEPTH ASPHALT PAVEMENT
RECONSTRUCTION
EXISTING ASPHALT PAVEMENT
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
CONSTRUCTION LIMITS
KEY NOTES
NEW ROLL CURB. SEE DETAIL 5/CD101
NEW PEDESTRIAN CONCRETE PAVEMENT. SEE DETAIL 1/CD101
NEW ASPHALT PAVEMENT. SEE DETAIL 2/CD101
NEW VERTICAL CURB. SEE DETAIL 7/CD101
NEW CONCRETE VALLEY GUTTER. SEE DETAIL 8/CD101
PROTECT MEMORIAL PAVERS TO REMAIN
VERTICAL CURB TO ROLL CURB/ VALLEY GUTTER/ FLUSH CURB
TRANSITION. SEE DETAIL 11/CD101
ROLL CURB TO CONCRETE VALLEY GUTTER & VERTICAL CURB
TRANSITION. SEE DETAIL 12/CD101
FLUSH CURB. SEE DETAIL 4/CD101
ROLL CURB TO FLUSH CURB/ VALLEY GUTTER. SEE DETAIL 13/CD101
HANDICAP STALL. SEE DETAIL 5/CD102
LANDSCAPE CURB. SEE DETAIL 8/CD101
FULL DEPTH SAW-CUT
PEDESTRIAN CROSSWALK. SEE DETAIL 1/CD103
PEDESTRIAN CROSSWALK. SEE DETAIL 2/CD103
NEW RETAINING WALL. SEE STRUCTURAL
NEW FLOWER WATERING STATION. SEE DETAIL 1/LS107
MILL & OVERLAY ASPHALT PAVEMENT. SEE DETAIL 3/CD101
NEW WHEEL STOP. SEE DETAIL 8/CD103
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s m e m o r i a l d r s i t e d i t m t o l k k i n v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
CP405
SITE PLAN & PROFILE-MEMORIAL
DR-STA. 0+00 - 8+43
N
MEMORIAL DRIVE - PROFILE VIEW - STA. 0+00 - 8+43
SCALE: H: 1" = 30' V: 1" = 5'
MEMORIAL DRIVE - PLAN VIEW - STA. 0+00 - 8+43
SCALE: 1" = 20'
0 20' 40'
MEMORIAL DRIVE - HORIZONTAL GEOMETRY - STA. 0+00 - 8+43
SCALE: 1" = 30'
M
E
M
O
R
I
I V
E
L
I
I
V
E
I
N
N
I
V
E
SEE SHEET CP404 FOR
LINK DRIVE
PLAN & PROFILE
EH MT
R
SHEET NOTES
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE
TREE PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE
WITH SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA
CERTIFIED ARBORIST.
R10.0'
R .0
R
EXISTING GROUND
VEHICLE WHEEL STOP
(TYP)
UNIT PAVER REPAIR
SEE 14/CD101
EXISTING VEHICULAR
CONCRETE TO REMAIN
VICINITY MAP
KEY NOTES
959.4
TBC 800.1
FL 800.1
TC 800.1
X.X%
CONSTRUCTION LIMITS
SILT FENCE
BIO-ROLL
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
NEW CURB AND GUTTER
INTERMENT SECTION LIMITS
SOIL BORING LOCATION
SLOPE PERCENTAGE ARROW
INLET PROTECTION
TREE PROTECTION
SPOT ELEVATION
FLOW LINE OF CURB
TOP BACK OF CURB
TOP OF CONCRETE
TOP / BOTTOM OF WALL
SILT FENCE. SEE DETAIL 15/CD101
INLET SEDIMENT PROTECTION. SEE DETAIL 16/CD101
BIO-ROLL. SEE DETAIL 17/CD101
PEDESTRIAN RAMP LANDING. MAX 2% SLOPE IN ALL
DIRECTIONS
ADD ADJUSTING RINGS TO EXISTING STRUCTURE TO
MATCH PROPOSED SIDEWALK ELEVATION.
TW 800.1
BW 800.1
ME 367.65
ME 369.45
ME 369.65
TBC 369.74
FL 369.24
TBC 368.98
FL 368.48
TBC 369.61
ME 369.82
TBC 370.15
ME 369.67
TC 369.42
TBC 369.50
FL 369.00
TBC 369.37
FL 368.87
ME 366.78
ME 364.74
ME 366.84
ME 366.72
ME 364.87
ME 366.85
ME FL 367.61
TBC 370.31
TBC 370.17
TBC 369.92
TBC 368.53
TBC 369.08
TBC 368.63
TBC 368.97
ME 369.27
TC 369.23
TC 369.27
TBC 369.01
FL 368.51
TBC 368.43
FL 368.39
TBC 368.10
FL 368.06
TBC 368.45
FL 367.95
TBC 368.18
FL 367.68
TBC 368.00
FL 367.50
TBC 367.67
FL 367.17
TC 368.26
TC 368.53
TC 368.13
TC 368.47
TC 369.08
TC 369.16
TBC 368.72
FL 368.22
1.6%
1.5%
368.16
368.03
367.90
367.78
367.66
TBC 369.90
FL 369.40
TBC 368.32
FL 368.28
TBC 368.21
FL 368.17
TBC 370.07
FL 369.57
7.1%
4.8%
TC 368.43
TBC 368.35
FL 367.85
TBC 368.53
TBC 369.08
TBC 368.63
TBC 368.97
TBC 368.77
FL 368.27
TBC 368.79
FL 368.29
TBC 369.89
FL 369.39
TBC 369.44
FL 368.94
TBC 370.55
FL 370.05
FL 368.76
TBC 369.26
TC 369.29
TBC 368.98
FL 368.48
TC 369.06
TBC 368.50
FL 368.00
TBC 367.92
FL 367.42
.4
4.0%
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h y c i v i l c a d f i l e s d d o c s s h e e t s i n n e r d r g r a d i n g d i t e h e d m v e d o t
P
M
Office of Design and Construction Services
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
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 # 15785
NMCP
GRAVESITE EXPANSION AND
CEMETERY IMPROVEMENTS
899CM3030
JULY 15, 2021
HONOLULU, HAWAII
BIDDING DOCUMENTS
BIDDING DOCUMENTS
Date:
Mechanical, Electrical, Technology & Structural Engineering:
IMEG, Inc.
623 26th Avenue Rock Island, IL 61201
(309) 788-0673 Wade Ross
Irrigation Engineering
EC Design Group, Ltd 400 5th St.
West Des Moines, IA 50265
(515) 225-6365 Erik Christiansen
Cost Estimating, Scheduling, Value Engineering
Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596
(310) 207-6900 Tommy Vest
Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797
(808) 397-6974 Tim (Xiaobin) Lin
BASE BID
07/15/21
EXP. 04/30/22
OF 138
CG403
GRADING PLAN
N
ADD ALT 3 - GRADING PLAN
SCALE: 1" = 20'
0 20' 40'
EH MT
SHEET NOTES
1. ALL WORK OCCURRING WITHIN DESIGNATED AREAS IDENTIFIED ON THE TREE
PRESERVATION PLAN SHALL BE PERFORMED IN ACCORDANCE WITH
SPECIFICATION UNDER FULL TIME OBSERVATION OF AN ISA CERTIFIED
ARBORIST.
2. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK.
INSET A
INSET B
INSET A
SCALE: 1" = 10'
N
0 10' 20'
INSET B
SCALE: 1" = 10'
N
0 10' 20'
M
E
M
O
R
I
I
V
E
I
N
N
I
V
E
R
R
R
91 137
File details come from the government source that posted it. Updated .