ADD-1_General Site and Colubmarium Plan Sheets.pdf
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- Solicitation number
- 36C78621B0012
About this file
This document provides details regarding a federal contract opportunity for the NMCP Gravesite Expansion and New Bathroom Project 899-030 issued by the Department of Veterans Affairs National Cemetery Administration. The solicitation number is 36C78621B0012 and will be issued on or about July 15, 2021 through the Contract Opportunities website. The acquisition will utilize an Invitation for Bid and have a construction magnitude between $5,000,000 to $10,000,000. The NAICS code is 237990 for Other Heavy and Civil Engineering Construction with a business size standard of $36.5 million. This opportunity is 100% set aside for Service-Disabled Veteran Owned Small Businesses. Firms must be registered in the System for Award Management and Vendor Information Pages databases and have the Certified Veteran Enterprise seal to be considered. The point of contact is Auvorie Benson and questions may only be submitted through the amendment process on the Contract Opportunities website.
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Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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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
OF 137
07/15/21
EXP. 06/30/22
N
0 100' 200'
PUOW
AIN
A D
RIV
E
MALL DRIVE N
MALL DRIVE S
INNER DRIVE
INNER DRIVE
O
UT
ER
D
RI
VE
O
UTER DRIVE
OUTER DRIVE
OVERLOOK
LINK DRIVE
EXISTING
MAINTENANCE
FACILITY
LEGEND
TEMPORARY CONSTRUCTION FENCE
CONTRACTOR STAGING AREA
CONTRACTOR HAUL ROUTE
GENERAL NOTES
CNJWD
OVERLOOK PATH
CONTRACTOR SHALL
MAINTAIN ACCESS TO
TUNNEL AT ALL TIMES
CONSTRUCTION LINE ITEMS
CLIN NAME DESCRIPTION
BASE BID - CLIN 1
DEMOLISH EXISTING PUBLIC
RESTROOM, CONSTRUCT
COLUMBARIUM 14(NORTH) AND
RECONSTRUCT OUTER DRIVE
SOUTH
Work includes but is not limited to, general construction, alterations, site preparation, mass excavation and earthwork, roads, walks, grading, drainage encompassing the area defined within the project plans.
Demolish and remove public restroom, currently located adjacent to where columbaria court 14 will be constructed. Demolish and remove all associated infrastructure that will no longer be required to support restroom, to include utility lines. Construct 3,392-niche columbaria including all associated walks, utilities, irrigation, landscaping and drainage. Reconstruct Outer Drive South, install associated concrete curb and gutter, concrete sidewalks and asphalt paving. Install utilities including domestic water, irrigation and electrical / communication duct banks.
BASE BID - CLIN 2
CONSTRUCT NEW PUBLIC
RESTROOM AND RECONSTRUCT
OUTER DRIVE NORTH
Construct new public restroom adjacent to existing columbarium court 13. Install all associated infrastructure required to make the new facility complete and usable, including but not limited to; new sanitary sewer, new potable water, new electrical, new communication and irrigation upgrades.
Improvements also include reconstruction of roadways and parking lots as outlined in the plans and specifications.
BASE BID - CLIN 3 ROADWAY IMPROVEMENTS
This includes improvements made to Inner Drive, Link Drive and Memorial Drive as identified on the plans (D-400 Series, CP400 Series, CG400 Series, LP400 Series). Included, but not limited to; the reconstruction of parking lots and concrete sidewalks, selective concrete curb and gutter replacement, mill and overlay of asphalt pavement sections, utility improvements, irrigation, and restoration.
BASE BID - CLIN 4
ELECTRICAL AND
COMMUNICATIONS
IMPROVEMENTS
Construct new service connections to Columbarium Court 14. Construct new concrete ductbanks within Outer Drive North and South. Complete testing of existing medium voltage conductors from the Administration building to Columbarium Court 13 as noted on the plans. Construct new communication services from the new public restroom to the existing maintenance facility including but not limited to, concrete ductbanks and associated elements to provide a complete system to the existing maintenance facility and new public restroom.
OPTION 1 COLUMBARIUM 14(SOUTH) AND
OVERLOOK PATH
This includes replacement of the overlook path from Outer Drive South to the Overlook and associated improvements as outlined in the plans and specifications. Construct 2,872-niche columbaria including all associated walks, utilities, landscaping, drainage. Alternate 1 shall include credit for those improvements identified in the BASE BID that will not be constructed if selected.
SITE ACCESS
1. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES
WITH VA NMCP (NATIONAL MEMORIAL CEMETERY OF THE PACIFIC) AND
MINIMIZE IMPACTS TO THE CEMETERY ACTIVITIES. CONSTRUCTION
ACTIVITIES MAY BE RESTRICTED DURING COMMITTAL SERVICES AND MUST
BE COORDINATED WITH NMCP ON DAILY BASIS.
2. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SEQUENCE
PLAN TO BE APPROVED BY CONTRACTING OFFICER REPRESENTATIVE (COR)
BEFORE CONSTRUCTION. THE SEQUENCING PLAN INCLUDED IN THE
CONTRACT DOCUMENTS SHALL BE INCORPORATED INTO THE
CONTRACTOR'S CONSTRUCTION SEQUENCE PLAN. SEE SPECIFICATIONS
FOR ADDITIONAL INFORMATION
3. CONSTRUCTION TRAFFIC ENTERING AND EXITING THE CEMETERY SHALL BE
LIMITED TO THE MOST DIRECT ROUTE TO THE AREA OF WORK. ALL DAMAGE
TO EXISTING CEMETERY ELEMENTS SHALL BE REPAIRED TO MATCH
EXISTING SECTION BY CONTRACTOR AT NO COST TO THE GOVERNMENT.
4. CONSTRUCTION VEHICLE PARKING (INCLUDING WORKER VEHICLES) LIMITED
TO WORK ZONES ONLY. NO PARKING WILL BE PERMITTED ON CEMETERY
ROADS.
5. THE CONTRACTOR IS REQUIRED TO VERIFY PARKING FOR ALL
CONSTRUCTION PERSONNEL WITH COR.
6. MAINTAIN OPEN ACCESS TO ALL PARTS OF CEMETERY AT ALL TIMES.
SCHEDULE LIMITED ROAD CLOSURES FOR UTILITY WORK WITH COR A
MINIMUM OF 14 DAYS IN ADVANCE.
7. THE CONTRACTOR SHALL PROVIDE TEMPORARY CHAIN LINK FENCE AND
TEMPORARY SIGNAGE TO PREVENT ACCESS BY THE PUBLIC TO THE
CONSTRUCTION AND STAGING AREAS.
8. MAINTAIN ALL ROADS IN CLEAR, SAFE CONDITION. ONGOING STREET
SWEEPING SHALL BE EMPLOYED.
9. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY FACILITIES, FENCING,
CONSTRUCTION DEBRIS AND SIGNAGE BEFORE PROJECT COMPLETION.
STOCKPILES / MATERIAL STAGING
1. STOCK PILE / MATERIAL STAGING LOCATIONS ON SITE ARE LIMITED TO
WORK ZONE AREAS ONLY. IF REQUIRED THE CONTRACTOR SHALL
PROCURE ADDITIONAL STOCKPILE LOCATIONS OFF SITE, AND SUBMIT THE
LOCATIONS TO THE COR FOR APPROVAL.
DELIVERIES
1. CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS WITH COR AND
NMCP STAFF THAT OCCUR DURING DAILY CEMETERY OPERATIONS.
CRITICAL CONSTRUCTION NOTES:
ACCESS TO EXISTING INTERMENT SECTIONS, HONOLULU MEMORIAL AND OVERLOOK:
1. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL INTERMENT SECTIONS, COLUMBARIUM
COURTS AND MEMORIAL WALLS AT ALL TIMES.
2. CLOSURE OF THE OVERLOOK PATH AND OVERLOOK SHALL BE COORDINATED WITH
CEMETERY STAFF AND THE COR A MINIMUM OF 14 DAYS PRIOR TO WORK OCCURRING
IN THE AREA. CLOSURE OF THE OVERLOOK SHALL BE MINIMIZED TO THE EXTENT
POSSIBLE.
NIGHT AND WEEKEND WORK:
1. NIGHT AND WEEKEND WORK WILL BE REQUIRED TO COMPLETE IMPROVEMENTS
ADJACENT TO MEMORIAL DRIVE, THE MAIN CEMETERY FLAG POLE AND PUOWANIA
DRIVE. THE CONTRACTOR SHALL COORDINATE WITH CEMETERY STAFF AND COR A
MINIMUM OF 14 DAYS PRIOR TO ANY WORK OCCURRING IN THESE AREAS.
1 OVERALL SITE - CONSTRUCTION OPPERATIONS PLAN
1" = 100'
O-100
CONSTRUCTION ACCESS AND
PHASING
CNJWD
1. MALL DRIVE, INNER DRIVE, AND OUTER DRIVE ARE ALL
ONE-WAY STREETS COUNTER-CLOCKWISE.
2. UTILITY REPLACEMENT WORK TO BE ON-GOING
THROUGHOUT THE DURATION OF THE PROJECT.
COORDINATE UTILITY REPLACEMENT WITH EACH
RESPECTIVE ROAD BEING REPLACED.
PROJECT DURATION
COLUMBARIA 14
MEMORIAL DRIVE
INNER & LINK DRIVE
NEW RESTROOM / OUTER DRIVE NORTH
ELECTRICAL / COMM UPGRADES
SHEET NOTES
PHASING PLAN
EXISTING
COLUMBARIA
COURT 13
BASE BID:
COLUMBARIA14 (NORTH)
AND OUTER DRIVE SOUTH
OPTION 1:
COLUMBARIA 14(SOUTH)
AND OVERLOOK PATH
BASE BID:
ROAD IMPROVEMENTS
BASE BID:
NEW PUBLIC RESTROOM
AND OUTER DRIVE
NORTH IMPROVEMENTS
HONOLULU
MEMORIAL
EXISTING COLUMBARIA
COURTS 12-6
EXISTING COLUMBARIA
COURTS 1-5
EXISTING COMMITTAL
PLAZA
OUTER DRIVE SOUTH
ADDENDUM #1 08/27/2021
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
Fi le
P at h:
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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
N
0 10' 20'
D-402
MTEH
1 ADD ALT 3 - DEMOLITION PLAN - NORTH PARKING LOT
SCALE: 1" = 10'
DEMOLITION PLAN - NORTH
PARKING LOT
VICINITY MAP
ADDENDUM #1 09/14/2021
AutoCAD SHX Text
18" RCP
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RIM=368.9 INV=365.3
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6"VCP
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18" RCP
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RIM=366.3 INV=360.8 N INV=360.7 SE
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RIM=367.3 INV=361.6 N INV=361.3 S INV=361.3 NW
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ICV
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ICV BOX
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2-ICV
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SDMH
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2-ICV BOXES
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ICV BOX
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2-ICV
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NOT TO SCALE
AutoCAD SHX Text N
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AutoCAD SHX Text LICENSED PROFESSIONAL ENGINEER No. 19080-C-CC
NEW UNDERGROUND COMMUNICATION
NEW UNDERGROUND ELECTRIC
NEW 6" SANITARY SEWER
NEW 4" DOMESTIC WATERMAIN
NEW 6" IRRIGATION WATERMAIN
WATERMAIN TIE-IN. SEE DETAIL 1/CD102
CAP UTILITY LINE AND SURVEY END POINT FOR FUTURE
SYSTEM UPGRADES
NEW GATE VALVE. SEE DETAIL 5/CD103
NEW 8" DIA. SURFACE DRAIN. SEE DETAIL 4/CD103
NEW ROOF DRAIN DOWNSPOUT CONNECTION. SEE DETAIL
3/CD103
NEW COLUMBARIA FLOWER STRIP CLEANOUT. SEE DETAIL
6/CD103
NEW GREENSPACE CLEANOUT. SEE DETAIL 7/CD103
NEW 4" PVC PERFORATED DRAINTILE
NEW 6" PVC SOLID DRAINTILE
N/A
NEW 34" TYPE K COPPER WATER SERVICE
NEW 1" PVC WATERMAIN
LEGEND
NEW UNDERGROUND ELECTRIC
NEW UNDERGROUND COMMUNICATION
NEW 2" DOMESTIC WATERMAIN
NEW 4" DOMESTIC WATERMAIN
NEW 34" WATERMAIN SERVICE
NEW 1" PVC WATERMAIN
NEW 6" IRRIGATION WATERMAIN
NEW SANITARY SEWER
NEW WATERMAIN FITTINGS
NEW SANITARY SEWER MANHOLE
NEW STORM SEWER
NEW DRAINTILE
NEW STORM SEWER STRUCTURES
EXISTING SANITARY SEWER MANHOLE
EXISTING STORM SEWER STRUCTURES
EXISTING WATERLINE
INTERMENT SECTION LIMITS
KEY NOTES
W6
W 3 w1 w1
23 LF 6" PVC @ 16.61%
C O w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1
W 3 w w w w 1 w 1 w 1 w 1 w 1 w 1 w 1
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C O
C
OC
O
C O
C O
C O
C O
C O
C O
C O
C O
RIM 437.09
INV 436.07
16 LF 6" PVC @ 1.00%
RIM 436.89
INV 433.57
15 LF 4" PERF. PVC @ 0.50%
RIM 437.42
INV 433.47
5 LF 6" PVC @ 1.00%
9 LF 6" PVC @ 29.53%
INV 435.39
RIM 437.02
INV 435.50
41 LF 6" PVC @ 1.00%
38 LF 4" PERF. PVC @ 0.50%
37 LF 4" PERF. PVC @ 0.50%
INV 433.38
INV 435.32
8 LF 6" PVC @ 31.24%
2 LF 6" PVC @ 23.83%
INV 432.86
RIM 436.43
INV 435.40
INV 435.32
15 LF 4" PERF. PVC @ 0.50%
39 LF 4" PERF. PVC @ 0.50%
INV 432.67
9 LF 6" PVC @ 30.41%
19 LF 6" PVC @ 1.00%
RIM 436.39
INV 435.01
RIM 436.25
INV 432.73
9 LF 4" PERF. PVC @ 0.50%
2 LF 6" PVC @ 5.46%
INV 432.68
INV 432.56
11 LF 6" PVC @ 1.00%
31 LF 6" PVC @ 1.00%
RIM 435.97
INV 432.62
INV 434.82
INV 432.25
INV 432.57
INV 432.22
8 LF 6" PVC @ 32.99%
2 LF 6" PVC @ 13.98%
3 LF 6" PVC @ 1.00%
8 LF 6" PVC @ 1.00%
RIM 435.89
INV 434.90
15 LF 4" PERF. PVC @ 0.50%
INV 434.82
INV 432.06
8 LF 6" PVC @ 32.68% RIM 435.81
INV 434.36
RIM 435.70
INV 433.14
39 LF 4" PERF. PVC @ 0.50%
40 LF 4" PERF. PVC @ 0.50%
43 LF 6" PVC @ 1.00%
INV 434.16
INV 432.94
INV 431.63
8 LF 6" PVC @ 32.25%
2 LF 6" PVC @ 59.64%
RIM 435.25
INV 434.24
15 LF 4" PERF. PVC @ 0.50%
INV 434.16
9 LF 6" PVC @ 30.58%
17 LF 6" PVC @ 1.00%
INV 431.45 RIM 435.21
INV 433.69
RIM 435.07
INV 432.61
40 LF 4" PERF. PVC @ 0.50%
42 LF 6" PVC @ 1.00%
40 LF 4" PERF. PVC @ 0.50%
INV 433.49
INV 431.03
INV 432.41
8 LF 6" PVC @ 30.84%
2 LF 6" PVC @ 67.79%
2 LF 6" PVC @ 1.00%
INV 430.57
RIM 429.84
INV 423.45
RIM 427.81
INV 426.67
4 LF 6" PVC @ 2.34%
40 LF 4" PERF. PVC @ 0.50%
26 LF 6" PVC @ 1.00%
INV 426.47
INV 422.67
INV 422.73
RIM 424.91
INV 423.56
RIM 427.63
INV 423.54
RIM 427.82
INV 426.67
RIM 427.85
INV 426.55
40 LF 4" PERF. PVC @ 0.50%
INV 426.47
L
F 4"
P
ER
F.
P
VC
.5
0%
L
F 4"
P
ER
F.
P
VC
.5
0%
INV 423.38
INV 423.39
24 LF 4" PERF. PVC @ 0.50%21 LF 4" PERF. PVC @ 0.50%
INV 423.27
INV 423.27
L
F 6"
P
VC
9.
31 LF 6" PVC @ 1.00%
L
F 6"
P
VC
.0 0%
20 LF 6" PVC @ 1.00%
INV 418.74
INV 419.12
INV 421.41
INV 420.40
INV 420.23
INV 419.43
INV 419.45
34 LF 4" PERF. PVC @ 0.50% 2 LF 4" PERF. PVC @ 42.82%
L
F 4"
P
ER
F.
P
VC
.5
0%
4 LF 6" PVC @ 19.60%
10 LF 6" PVC @ 7.83%
RIM 423.20
INV 419.65
RIM 424.68
INV 421.58
15 LF 4" PERF. PVC @ 0.50%
INV 426.47
RIM 429.13
INV 428.00
RIM 429.08
INV 427.48
40 LF 4" PERF. PVC @ 0.50%
RIM 428.94
INV 425.21
RIM 428.51
INV 427.35
RIM 428.44
INV 426.78
RIM 428.29
INV 425.16
39 LF 4" PERF. PVC @ 0.50%
42 LF 6" PVC @ 1.00%
18 LF 6" PVC @ 1.00%
INV 425.01
INV 425.25
INV 427.92
INV 427.28
INV 424.83
15 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 33.33%
3 LF 6" PVC @ 5.48%
7 LF 6" PVC @ 36.29%
INV 427.28
INV 424.65
29 LF 6" PVC @ 1.09%
INV 424.61
15 LF 4" PERF. PVC @ 0.50%
4 LF 6" PVC @ 1.00%
31 LF 4" PERF. PVC @ 0.50%
29 LF 4" PERF. PVC @ 0.50%INV 426.64
INV 424.29
INV 425.01
INV 424.20
8 LF 6" PVC @ 31.24%
1 LF 6" PVC @ 6.27%
2 LF 6" PVC @ 35.18%
17 LF 6" PVC @ 12.41%
INV 435.99
INV 423.00
17 LF 6" PVC @ 1.00%
42 LF 6" PVC @ 1.00%
INV 422.49
6 LF 6" PVC @ 66.27%
3 LF 6" HDPE @ 1.00%
INV 422.07
5 LF 6" PVC @ 75.79%
6 LF 6" PVC @ 1.00%
5 LF 6" PVC @ 87.94%
13 LF 6" PVC @ 1.00%
14 LF 6" PVC @ 2.83%
INV 433.27
INV 433.42
9 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 34.25%
2 LF 6" PVC @ 1.00%
CBMH-301
RIM 427.02
INV 423.14 (6" IN)
INV 423.14 (6" OUT)
CBMH-105
RIM 429.11
INV 425.50 (6" IN)
INV 425.50 (12" IN)
INV 423.50 (12" OUT)
INV 425.50 (6" IN)
C O
C O
CO
C O
RIM 443.42
INV 439.90
INV 439.70
INV 439.28
INV 439.10
INV 438.67
RIM 442.63
INV 438.48
INV 438.48
RIM 441.00
INV 437.38
60 LF 4" PERF. PVC @ 1.06%
15 LF 6" PVC @ 43.59%
19 LF 4" PERF. PVC @ 1.00%
46 LF 4" PERF. PVC @ 1.00%
43 LF 4" PERF. PVC @ 1.00%
17 LF 4" PERF. PVC @ 1.00%
42 LF 4" PERF. PVC @ 1.00%
20 LF 4" PERF. PVC @ 1.00%
RIM 443.51
INV 441.85
82 LF 4" PERF. PVC @ 0.50%
58 LF 4" PERF. PVC @ 0.50%
INV 441.44
INV 441.15
INV 441.12
3 LF 6" PVC @ 1.00%
INV 438.02
C O
8 LF 6" PVC @ 1.00%
RIM 435.94
INV 432.14
INV 432.14
INV 431.01
6 LF 6" PVC @ 22.73%
13 LF 6" PVC @ 32.41%
C O
C O
CO
CO
C O
6 LF 6" PVC @ 1.63%
RIM 428.84
INV 425.34
RIM 433.83
INV 430.16
INV 429.81
RIM 433.55
INV 429.01
INV 429.00
10 LF 6" PVC @ 31.64%
80 LF 4" PERF. PVC @ 1.00%35 LF 4" PERF. PVC @ 1.00%
CBMH-106
RIM ???
INV 421.31 (6" IN)
INV 421.31 (12" IN)
INV 420.60 (18" OUT)
16 LF 6" PVC @ 2.34%INV 423.37
10 LF 6" PVC @ 55.44%
RIM 434.02
INV 429.17
INV 429.17
27 LF 4" PERF. PVC @ 1.00%
INV 429.44 40 LF 4" PERF. PVC @ 1.00%
41 LF 4" PERF. PVC @ 1.00%
INV 429.84
RIM 433.92
INV 430.25
CBMH-701
RIM 440.60
INV 437.32 (6" IN)
INV 437.32 (12" OUT)
ME 443.68
15 LF 6" PVC @ 31.64%
3 LF 6" PVC @ 3.90%
4 LF 6" PVC @ 13.54%
69 LF 6" PVC @ 3.90%
5 LF 6" PVC @ 5.00%
4 LF 6" PVC @ 5.00%
INV 425.94
INV 426.05
RIM 429.13
INV 426.61
INV 428.73
INV 428.99RIM 432.05
INV 429.18
10 LF 6" PVC @ 31.64%
C O
C O
C O
71 LF 4" PERF. PVC @ 3.88%
L
F 6"
P
VC
4.
74 LF 6" PVC @ 5.00%
RIM 439.85
INV 430.50
RIM 441.38
INV 433.25
RIM 425.95
INV 424.99
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 c iv il\ _0 ca d fil es b id d oc s\ _0 sh ee ts
\1
_b as e bi d_ ut ilit ie s.
dw eh ed m an av ed :9
/1 4/
:1 lo t:9 /1
4/
:1
PM
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
CU103
UTILITY PLAN - COLUMBARIA
DRAINTILE
N
SHEET NOTES
1 BASE BID - UTILITY PLAN - CLEANOUT & INVERT ELEVATIONS
SCALE: 1" = 10'
0 10' 20'
MTEH
1. CONTRACTOR TO PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS PER DETAILS 16/CD101 AND 19/CD101
2. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.
3. WATERMAIN SHALL COMPLY WITH INSTALLATION REQUIREMENTS PER LATEST EDITION OF HAWAII WATER SYSTEM STANDARDS.
VICINITY MAP
TIE IN 6" PVC DRAINTILE TO 18" HDPE
AT ELEVATION 417.98
SEE DETAIL 8/LD110 FOR
TRENCH DRAIN TRANSITION
ADDENDUM #1 09/14/2021
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text 30"
AutoCAD SHX Text 42"
AutoCAD SHX Text E
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AutoCAD SHX Text I
AutoCAD SHX Text K
AutoCAD SHX Text B
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LICENSED PROFESSIONAL ENGINEER No. 19080-C-CC
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
_0 sh ee ts \1
_l c_ si te p la n.
dw ds ei fe rt sa ve d:
9/
/2
3:
P
M lo t:9
/1 4/
:2
PM
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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM SITE PLAN
ENLARGEMENT - NORTH
L-102
COLUMBARIUM SITE PLAN ENLARGEMENT - NORTH
SCALE: 1" = 20'
M
ATC
H
LIN
E - L-101
N
0 20' 40'
COLUMN CALLOUT NOTES
B2.2
A2.2
B1
B1 112 B1
16 NICHE
COLUMNS
20 NICHE
COLUMNS 40 NICHE COLUMNS
24 NICHE
COLUMNS
32 NICHE COLUMNS
34 NICHE COLUMNS
34 NICHE COLUMNS
16 NICHE
COLUMNS
16 NICHE
COLUMNS
F1.1
C1.1
B3
C1.1
A1.1
C1.2
A1.1
A3
32 NICHE COLUMNS
16 NICHECOLUMNS
16 NICHECOLUMNS
40 NICHE COLUMNS
40 NICHE COLUMNS
40 NICHE COLUMNS
16 NICHECOLUMNS
16 NICHECOLUMNS
40 NICHE COLUMNS38 NICHE COLUMNS
10 NICHE
COLUMNS
10 NICHE
COLUMNS
STAIRWELL:
6"x13" TREAD
8 RISER HIGH
W/ HANDRAIL
TOP
BOTTOM
UP
DOW
N STAIRWELL:
6"x13" TREAD
5 RISER HIGH
W/ HANDRAIL
STAIRWELL:
6"x13" TREAD
5 RISER HIGH
W/ HANDRAIL
TOP
BOTTOM
BOTTOM
TOP
STAIRWELL: 6"x13"
TREAD 16 RISER
HIGH W/ HANDRAIL
4 4
A3 112 A3
A1.2
A1.2 112 8 8A1.1
A2.1
B1
B2.1
B3
B3
A1.1
A1.1
B1
B1
A1.1
A2.2
B1
B1
B1
B3
A3
D4
E4
CAP TYPE/COLUMN SHAPE
SEE "LD___" FOR DETAIL
B2.1
COLUMN (CAP) LENGTH KEY, LONG EDGE:
A. 4'-2" (4'-8") B. 5'-3" (5'-9") C. 6'-0" (6'-6") D. 4'-4" (5'-0") E. 2'-3" (2'-10")
F. 8'-0" (N/A, SEE DETAIL)
COLUMN / CAP ANGLE KEY:
1. 90° - RECTANGULAR
2. 5°
3. 10°
4. 40°
COLUMN (CAP) LENGTH
COLUMN / CAP ANGLE
COLUMN / CAP WIDTH VARIANT,
SEE DETAILS
CODE KEY
A1.1
B1
OUTER DRIVE
DOW
N
DO
W
N
UP
UP
ACCESSIBLE
LANDING,TYP.
LEGEND
KEY NOTES
1 FLOWER WATERING STATION (F.W.S.)
SEE 1 / LS107
2 CIP CONC. RETAINING WALL W/ MOSS ROCK
VENEER & STONE CAP, SEE 1/ LD111
3 3 HIGH NICHE UNITS W/ BACKING MOSS ROCK
VENEER, SEE 1 / LD109
4 5 HIGH NICHE UNITS W/ BACKING CIP CONC.
RETAINING WALL, SEE 2 / LD109
5 3 HIGH & 5 HIGH DOUBLE-SIDED NICHE UNITS
SEE 3 / LD109
6 6" CONC. LANDSCAPE CURB
COLUMN WITH MOSS ROCK
VENEER AND NATURAL STONE CAP
7 RETAINING WALL W/ INTEGRAL WALK &
DECORATIVE SAFETY RAIL, SEE 3 / LD111
PEDESTRIAN CONCRETE
SIDEWALK
6'W BENCH W/ BACK, TYP.
SEE LS106
CONSTRUCTION LIMITS
8 CIP CONC. RETAINING WALL W/ MOSS ROCK VENEER,
SEE 3 / LD111 (W/ RAIL) OR 9 / LD111 (NO RAIL)
5' SQ. TREE GRATE
STAIRWELL:
6"x13" TREAD
3 RISER HIGH
W/ HANDRAIL
L-102
JD DS 29
9 CIP CONC. RETAINING WALL W/ HANDRAIL,
SEE 6 / LD110
ADDENDUM #1 09/14/2021
NO SAFETY RAIL
AutoCAD SHX Text 42"
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
AutoCAD SHX Text E
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O
1.
6%
2.
0%
1.
6%
1.
8%
1.
6%
1.
8%
1.
8%
1.
8%
1.1%
1.
7%
0.6%
2.
2%
1.7% 1.5%
2.0%
1.8% 1.7%
1.5%
4.4%
4.7%
4.8%
4.8%
1.5%
1.4%
1.9%
1.
4%2.0%
1.5%
1.
5%
1.
5%
1.
5%
1.
7%
1.
5%
1.5%
1.
5%
2.0%
2.0%
1.0%
2.0%
2.0%
2.0%
2.2% 2.0%
1.3%2.0%
426427
TC 437.24
TC 424.20
TS 424.06
BS 420.42
TC 420.16
TC 419.97
TS 419.97
TC 427.20
TC 427.50
TC 427.64
TC 427.20
TS 427.08
TC 424.32
TC 427.33
TC 424.67
TC 424.49
TC 424.39
TC 424.38
TC 424.59
TC 424.67
TC 424.92
TC 424.82
TC 424.78
TC 424.69
TC 424.80
BW 427.54
TC 424.92
TC 427.54
TC 427.54
TC 427.60
TC 427.80 TC 427.68 TC 427.84
TC 427.57
TC 427.57
TC 427.66
TC 427.65
TC 427.70
TC 427.84 TC 427.84
TC 427.65
TC 427.70
TC 427.57
TC 427.58
TC 427.44
TC 436.45
TC 436.59
TC 436.45
TC 436.59
TC 436.19
TC 436.32
TC 436.32
TC 436.19
TC 427.84
TC 427.74
TC 427.92
TC 427.63
TC 427.63
TC 428.33
TC 428.49
TC 428.49
TC 428.33
TC 429.11
TC 428.97
TC 429.11
TC 428.97
TC 429.21
TC 429.12
TC 430.16
TC 430.25
TC 430.33
TC 430.24
TC 431.88
TC 431.99
TC 431.88
TC 432.14
TC 432.80
TC 432.88
TC 432.91
TC 432.99
TC 434.55
TC 434.66
TC 434.79
TC 434.65
TC 435.27
TC 435.41
TC 435.27
TC 435.41
TC 435.90
TC 436.04
TC 435.90
TC 436.04
TW 441.95
BW 441.45
TW 441.95
BW 441.45
TW 441.95
BW 440.48
BW 434.72
BW 434.83
BW 431.92
BW 432.55
BW 429.63
BW 429.97
BW 427.20
BW 427.05
BW 426.53
BW 426.83
BW 426.41
BW 426.41
BW 426.77
BW 426.77
BW 422.64
BW 421.48 BW 422.09
RIM 442.57
RIM 440.60
RIM 429.11
RIM 433.22
RIM 433.26RIM 433.59
RIM 426.99
RIM 433.70
RIM 433.61
BW 435.54 BW 435.54
BW 434.89 BW 434.89 BW 433.95
HP 433.89
HP 433.99
HP 434.12
HP 443.06
HP 442.96
HP 442.54
HP 440.72
RIM 441.02
RIM 442.03
HP 434.36
BW 434.41
BW 434.21
BW 434.63
BW 434.37
TW ???
BW ???
TW 434.50
BW 434.00
BW 434.84
BW 434.84
TW 435.84
TW 435.84TW 437.04
TW 435.21
TW 435.21
TW 428.27TW 428.27
TW 428.91
TW 428.91
TW 434.57
BW 434.07
BW 442.06
BW 442.06
TW 434.48
BW 433.98
TW 434.48
BW 433.98
BS 424.46
BW 442.72
BW 442.72BW 443.27 BW 443.27
BW 443.92
TW 436.39
TW 436.39
TC 432.14
TC 432.03
BW 433.15
BW 426.70
RIM 440.98
BS 418.39
TC 418.19
RIM 433.62
TC 417.45
TC 418.66
TC 418.75
TC 418.80
TC 418.89
TC 417.51
TC 417.40
TC 418.29
BW 420.44
TC 417.28
TC 417.31
TC 417.62
TC 417.70
TC 417.28
TC 417.24
TC 417.15
TC 418.18
TW 442.90
BW 442.40
BW 442.05
BW 443.72
TW 449.07
BW 448.57
TW 447.02
TW 449.21
BW 442.91
TW 448.42
BW 441.96
TW 446.22
959.4
TBC 800.1
FL 800.1
TC 800.1
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 WALLTW 800.1 BW 800.1
TS 800.1 TOP OF STAIR
BOTTOM OF STAIRBS 800.1
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
_0 sh ee ts \1
_l c_ gr ad p la n.
dw ds ei fe d:
9/
/2
4:
lo t:9
/1 4/
:4
PM
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
OF 137
07/15/21
EXP. 06/30/22 LG102
COLUMBARIUM GRADING PLAN -
NORTH
N
0 10' 20'
LG102
COLUMBARIUM GRADING PLAN - NORTH
SCALE: 1" = 10'
LEGEND
M
ATC
H
LIN
E - SEE LG
PLAN NOTES
1. PEDESTRIAN BENCHES AND FLOWER WATERING
STATIONS ARE NOT SHOWN FOR CLARITY. SEE LS101.
2. FOR GRADING INFORMATION ALONG OUTER DRIVE, SEE
CG101.
3. FOR STORM UTILITY INFORMATION, SEE CU101 - CU103
ADDENDUM #1 09/14/2021
AutoCAD SHX Text
RIM=417.3 INV=413.5
AutoCAD SHX Text 42"
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text Y
AutoCAD SHX Text W
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370 380 390
TML
434.91'
TOC
443.59'
TOF
433.24'
TML
434.91'
TOC
441.95'
Trash FloweFlower VasesVases
TOF
432.24'
TML
434.58'
TML
434.25' TML
433.91' TML
433.58'
TML
434.25'
TOC
441.95'
280 290
240 250 260 270
TML
436.71' TML
436.18' TML
436.18'
TOC
444.76'
TOC
444.76'
TOC
444.23'
TSW
436.71'
TOF
434.57'
TOF
434.57'
TOF
434.57'
TSW
436.18'
360340 350
300 310 320 330
TOC
444.23'
TOC
443.59'
TML
435.55'
TML
435.55'
TSW
436.18'
TSW
435.55'
TSW
435.55'TOF
433.91'
TOF
433.91'
TOF
433.24'
TML
432.31'
TOC
437.00'
TOF
430.50'
TML
433.25' TML
432.91'
TOC
441.95'
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
_0 sh ee ts \1
_l c_ el ev at io ns _3
.d w ds ei fe d:
9/
/2
5:
lo t:9
/1 4/
:1
PM
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
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM ELEVATIONS -
TIER 3
M
AT
C H
LI
N
E 'B
SHEET ABBREVIATIONS:
TOF TOP OF FOOTING
TML TOP OF MASONRY LEDGE
TOC TOP OF CONCRETE
TSW TOP OF STEM WALL
SHEET NOTES:
REFER TO L-100-L-102 FOR WALL LOCATIONS
M
ATC
H
LIN
E 'A' - SEE 2/LD
107 FO
R C
O N
TIN
U
ATIO
N
SCALE:1
TIER 3 ELEVATION - WALL 'O' (BASE BID)
HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)
B3 COLUMN/CAP
B3 COLUMN/CAP
M
AT
C H
LI
N
E 'C
'M
ATC
H
LIN
E 'B'
M
AT
C H
LI
N
E 'D
'M
ATC
H
LIN
E 'C
M
AT
C H
LI
N
E 'E
'M
ATC
H
LIN
E 'D
M
ATC
H
LIN
E 'E'
EXP. JOINT AT ALL
FOUNDATION STEPS, TYP.
C.I.P. CONC.
RETAINING WALL W/
MOSS ROCK VENEER
& NATURAL STONE
'C1.3' CAPS (BEHIND)
C.I.P. CONC.
RETAINING WALL W/
MOSS ROCK VENEER
& NATURAL STONE
'C1.3' CAPS (BEHIND)
C.I.P. CONC.
RETAINING WALL W/
MOSS ROCK VENEER
& NATURAL STONE
'C1.3' CAPS (BEHIND)
C.I.P. CONC. RETAINING WALL
W/ MOSS ROCK VENEER &
NATURAL STONE 'C1.3' CAP
4'-01
2" 'F1.1' CAP
ALL WALL 'O' CAPS
ON THIS SHEET
UNLESS NOTED
8W X 3H - 8 WIDE, 5 HIGH NICHE UNIT
ALL WALL 'O' UNITS ON THIS SHEET
UNLESS OTHERWISE NOTED
B1 COLUMN/CAP
GRANITE NICHE
COVERS, TYP.
LD109
B1 COLUMN/CAP
B1 COLUMN/CAP
B1 COLUMN/CAP
'C1.3' CAP LENGTH
VARIES, 4'-0" MAX.
15° BEND, SEE PLAN
EXP. JOINT
EXP. JOINT
'C1.3' CAP LENGTH
VARIES, 4'-0" MAX.
'C1.3' CAP LENGTH
VARIES, 4'-0" MAX.
'C1.3' CAP, CUT TO FIT
@ CORNER, SEE PLAN
'C1.3' CAP
2" JOINT, TYP.
ALL CAP JOINTS
LD108
JD DS 43ADDENDUM #1 09/14/2021
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
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3" 1'-9"
2'-0"
3'-2"
1'-11" 1'-3"
2" AIR
GAP.
7' -0
1 2"
3'-10" 1'-9"2'-1"
2' -9
4"
2' -6
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
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.d w ds ei fe d:
9/
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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
OF 137
07/15/21
EXP. 06/30/22 LD109
COLUMBARIUM DETAILS - 1
LD109
TYPICAL SECTION THROUGH ALCOVE SEATING AREA
SCALE: 1/2" = 1'-0"
2'-111 8"
5'-0"
WIDTH OF GRATE 6'-17
8"
EQ. EQ.
9'-0"
'A' COLUMN &
CAP, SEE PLAN
FOR LOCATIONS
& TYPE (BEHIND)
'B' COLUMN & CAP,
SEE PLAN FOR
LOCATIONS &
TYPE (BEHIND)
5H SINGLE-SIDED
NICHE UNIT W/
BACKING
RETAINING WALL
GRANITE
ROW NUMBERING
PLAQUE
FLOWER GRAVEL
STRIP
'F' CAP, SEE PLAN
FOR LOCATIONS
& TYPE
MOSS ROCK VENEER MOSS ROCK
VENEER
42"H
DECORATIVE
SAFETY RAILING
9'-0"
GRANITE NICHE
COVERS
TSW
SEE LD101-LD108 SHEETS
TSW
SEE LD101-LD108
SHEETS
'D' TYPE CAP
CONTINUOUS SELF-ADHESIVE EPDM
MEMBRANE, OVERLAP 3", TERMINATE
AT SEALANT. SET STONE CAP IN
MORTAR/ GROUT BED, AS PER
STONE AND PRECAST COLUMBARIA
MANUFACTURERS REQUIREMENTS
AND RECOMMENDATIONS.
GRANITE NICHE COVERS
LD109
TYPICAL SECTION THROUGH TIER 2 & TIER 3 WALKWAYS BETWEEN ALCOVE SEATING AREAS
SCALE: 1/2" = 1'-0"
LD109
TYPICAL SECTION THROUGH 3H SIGNLE SIDED NICHE UNIT
SCALE: 3/4" = 1'-0"
LD109
TYPICAL SECTION THROUGH 5H SIGNLE SIDED NICHE UNIT
SCALE: 3/4" = 1'-0"
LD109
TYPICAL SECTION THROUGH DOUBLE SIDED NICHE UNIT
SCALE: 3/4" = 1'-0"
MOSS ROCK VENEER
SEE 5 / LD109
SACK-RUB FINISH ON ALL
EXPOSED CONCRETE
GRANITE NICHE
COVER, TYP.
PRECAST COLUMBARIA
NICHE UNIT, 3-HIGH
NATURAL STONE
CAP TYPE 'E'
FLOWER GRAVEL STRIP,
SEE 4/LD109
4" PERFORATED
DRAINTILE
CIP CONCRETE
FOOTING
THICKENED EDGE
CONCRETE WALK
TOF
SEE LD101-LD108
SHEETS
TSW
SEE LD101-LD108
SHEETS
TOF
SEE LD101-LD108
SHEETS
TOF
SEE LD101-LD108
SHEETS
NATURAL STONE
CAP TYPE 'F'
SACK-RUB FINISH ON ALL
EXPOSED CONCRETE
GRANITE NICHE
COVER, TYP.
PRECAST COLUMBARIA
NICHE UNIT, 5-HIGH
FLOWER GRAVEL STRIP,
SEE 4/LD109
TSW
SEE LD101-LD108
SHEETS
4" PERFORATED
DRAINTILE
CIP CONCRETE
FOOTING, SEE
STRUCTURAL
THICKENED EDGE
CONCRETE WALK
VA
R
IE
S
℄ OF PIPE
VARIES, SEE
LG101 & LG102
CONTINUOUS SELF-ADHESIVE EPDM MEMBRANE,
OVERLAP 3", TERMINATE AT SEALANT. SET STONE
CAP IN MORTAR/GROUT BED, AS PER STONE AND
PRECAST COLUMBARIA MANUFACTURERS
REQUIREMENTS AND RECOMMENDATIONS.
D
EP
TH
T
O
IN
VE
R
T
VA
R
IE
, R
EF
ER
T
O "T
O F"
G
R
AD
IN
G
PL
AN
S
SACK-RUB FINISH ON ALL EXPOSED
CONCRETE
4" PERFORATED
DRAINTILE
CIP CONCRETE
FOOTING
SEE STRUCTURAL
THICKENED EDGE
CONCRETE WALK
4" PERFORATED
DRAINTILE
6" OVERHANG
AT FRONT, TYP.
3" OVERHANG
AT BACK, TYP.
6" OVERHANG
AT FRONT, TYP.
3" OVERHANG
AT BACK, TYP.
6" OVERHANG
AT NICHE, TYP.
6" OVERHANG
AT FRONT, TYP.
GRANITE NICHE
COVERS
AIR GAP
4" PERFORATED
DRAINTILE
PRECAST COLUMBARIA
NICHE UNIT, 5-HIGH
PRECAST COLUMBARIA
NICHE UNIT, 3-HIGH
1.5% MIN. SEE
GRADING PLAN
VARIES, SEE
LD101-LD108
SHEETS
5H SINGLE-SIDED
NICHE UNIT W/
BACKING RETAINING
WALL
FREE-DRAINING
AGGREGATE
FILTER FABRIC
1'-1"
VA
R
IE
S, S
EE
G R
AD
IN
G
LD
1-
LD
SH
EE
TS
(1
.5 " M
IN
9" M
AX
1 2" M
IN
2"R, TYP.
8"
8" 4"
4" D
EC
O R
AT
IV
E
PE
A G
R
AV
EL
, 1
'-0 " M
IN
D
EP
TH
CONTRACTOR OPTION
TO PROVIDE FREE-DRAINING
AGGREGATE BELOW 1'-0" MIN. DEPTH
OF DECORATIVE PEA GRAVEL
THICKENED EDGE
CONCRETE WALK
THICKENED
EDGE
CONCRETE
SIDEWALK
ALONG FLOWER
GRAVEL STRIP,
TYP.
VA
R
IE
S, 6" M
IN
TSW
SEE LD101-LD108
SHEETS
TOF
SEE LD101-LD108
SHEETS
CIP CONCRETE FOOTING,
SEE STRUCTURAL
CIP CONC. STEM WALL,
SEE STRUCTURAL
SACK-RUB FINISH ON ALL
EXPOSED CONCRETE
LD109
FLOWER GRAVEL STRIP / NICHE UNIT BASE TYPICAL SECTION DETAIL
SCALE: 3" = 1'-0"
4" PERFORATED
DRAINTILE W/ SOCK
STORM SEWER
SEE CU101
LD109
LD109
3H SINGLE-SIDED NICHE
UNIT W/ BACKING MOSS
ROCK VENEER
DSJD
LD111
LD111
3"
FLOWER GRAVEL STRIP,
SEE 4/LD109
MOSS ROCK VENEER
SCRATCH COAT
RAINSCREEN
DRAINAGE MAT
SS EXPANDED
MESH LATH
FABRIC LAYER
DAMP PROOFING
DAMP PROOFING
MOSS ROCK VENEER
SCRATCH COAT
RAINSCREEN
DRAINAGE MAT
SS EXPANDED
MESH LATH
CIP STEM WALL
CIP STEM WALL
NATURAL STONE CAP
FINISH GRADE (VARIES)
LD109
TYPICAL MOSS ROCK VENEER WALL CONSTRUCTION
SCALE: NTS
MOSS ROCK VENEER @ NATURAL STONE CAP DETAIL
MOSS ROCK VENEER @ MASONRY LEDGE
FINISH GRADE
(VARIES)
WRAP EXTRA FABRIC
OVER TOP AND
FASTEN TO CAST IN
PLACE WALL
FOUNDATION
DRAINAGE MAT
DAMP PROOFING
FREE DRAINING
AGGREGATE
NON-WOVEN
GEOTEXTILE FABRIC
FOUNDATION DRAINAGE
MAT DETAIL
TREE PIT SYSTEM
SEE LD116
REFER TO CAP SETTING
DETAIL - SEE 5 / LD114
VERTICAL CELL VENT, ONE (1) PER SIDE ON
COLUMN PIERS, ONE (1) EVERY 10 FEET (FT)
O.C. FOR VENEERED WALLS W/ STONE CAPS
VERTICAL CELL VENT, ONE (1) PER SIDE ON
COLUMN PIERS, ONE (1) EVERY 10 FEET (FT)
O.C. FOR VENEERED WALLS W/ STONE CAPS
ADDENDUM #1 09/14/2021
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
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3" 43 8"
91 8"
7 8"
4" 6" 33
4"
1'-0"
1' -4
1 2"
1'-3"
VA
R
IE
S, S
EE
LD
1-L D
8 S
H
EE
TS
1'-0"
3' -6
" T O
T O
P O
F R
AI
L, T
YP
4", TYP. 4", TYP.
1' -6
" M
IN
C
O
VE
R O
VE
R
FO
O
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R
IE
S, S
EE
LD
1-L D
8 S
H
EE
TS
VE
N
EE
R
R
EV
EA
L
VA
R
IE
S
REFER TO STRUCTURAL
FOR REINFORCEMENT
INFORMATION AND
FOOTING DETAILS
4", TYP.
1' -6
" M
IN
C
O
VE
R O
VE
R
FO
O
TI
N
G
5" BURY
DEPTH, TYP.
VA
R
IE
S, S
EE
LD
SH
EE
TS
3' -6
" T O
T O
P O
F R
AI
L, T
YP
8"
R
EV
EA
L
M
IN
1'-0"REFER TO STRUCTURAL
FOR REINFORCEMENT
INFORMATION
4", TYP.
1' -6
" M
IN
C
O
VE
R O
VE
R
FO
O
TI
N
G
6" BURY
DEPTH, TYP. VA
R
IE
S, S
EE
LD
1-L
D
8 S H
EE
TS
3' -6
" T O
T O
P O
F R
AI
L, T
YP
VE
N
EE
R R
EV
EA
L
VA
R
IE
S
4", TYP.
1'-3"
2003"
6"
A
EQ EQ1'-0"
1' -0
1'
-0
VA
R
IE
S, S
EE
P
LA
N
'A' TYPE COLUMN/CAP
CF
EQEQ EQEQ 1'-0"1'-0"
1' -0
VA
R
IE
S, S
EE
P
LA
N
1' -0
'C1.1' TYPE COLUMN/CAP
'C1.2' TYPE
COLUMN/CAP
EQEQ EQEQ 1'-0"1'-0"
1' -0
VA
R
IE
S, S
EE
P
LA
N
1' -0
" DG
'C1.1' TYPE COLUMN/CAP
℄ ℄10
1' -0
1'-0"
℄ ℄A
EXTEND STUDS MIN. 3" INTO C.I.P.
STEM WALL - (4) PER MARKER
(PER MANUFACTURER
RECOMMENDATIONS); STUDS TO
MAINTAIN A 2" MIN. CLEARANCE
FROM EDGE OF GRANIT MARKER -
ANCHOR WITH NON-SHRINK
GROUT - FIELD DRILL HOLES TO
ENSURE MARKERS ALIGN AND
CENTER ON ROWS/COLUMNS
MASTIC (EPOXY MODIFIED
CEMENTITIOUS GROUT)
THREADED MOUNTING
STUD, (4) MIN. PER
GRANITE MARKER, TYP.
FIELD DRILLED HOLE BASED
ON MANUFACTURER
PROVIDED, R.E. APPROVED
TEMPLATE TO ACCEPT
MOUNTING STUD; HOLE TO
BE 1/8" MIN. LARGER DIAM.
& 1/8" DEEPER THAN
MOUNTING STUD
EXTEND STUDS MIN. 3" INTO
C.I.P STEM WALL - (2) PER
MARKER (PER MANUFACTURER
RECOMMENDATIONS); ANCHOR
WITH NON-SHRINK GROUT -
FIELD DRILL HOLES TO ENSURE
MARKERS ALIGN AND CENTER
ON STONE.
MASTIC (EPOXY MODIFIED
CEMENTITIOUS GROUT)
THREADED MOUNTING STUD
(2) MIN. PER CASTING, TYP.
FIELD DRILLED HOLE BASED ON
MANUFACTURER PROVIDED, R.E.
APPROVED TEMPLATE TO ACCEPT
MOUNTING STUD; HOLE TO BE 1/4"
MIN. LARGER DIAM. & 1/4" DEEPER
THAN MOUNTING STUD
CAST ALUMINUM MARKER
3"
4"
1-1/4" THICK GRANITE PLAQUE
1' -6
" M
IN
C
O
VE
R O
VE
R
FO
O
TI
N
G
8"
VA
R
IE
S
SE
E
LG
4", TYP.
VE
N
EE
R
R
EV
EA
L
VA
R
IE
S
SE
E
LG
REFER TO 2 /
LD109 FOR
FOUNDATION
DRAINAGE
DETAILS
6", TYP.
1' -6
" M
IN
C
O
VE
R O
VE
R
FO
O
TI
N
G
ENGINEERED FILL BACK
TO EXISTING GRADE
UNDISTURBED
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
_0 sh ee ts \1
_l c_ se ct io ns
.d w ds ei fe d:
9/
/2
4:
lo t:9
/1 4/
:1
PM
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
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM DETAILS - 3
MOSS ROCK 2" THIN
BACKING VENEER
NATURAL STONE
CAP TYPE 'C1.3'
CIP CONC. FOOTING,
SEE STRUCTURAL
6" MIN. BURY DEPTH
℄ OF SWALEVARIES,
SEE LG101-LG102
3" OVERHANG
AT BACK, TYP.
STORM SEWER
SEE CU101
6" CONC. LANDSCAPE CURB
CONCRETE WALK
LD111
TYPICAL SECTION THROUGH CONC. RETAINING WALL W/ STONE CAP
SCALE: 3/4" = 1'-0"
LD111
CONC. RETAINING WALLS W/ EMBEDDED RAIL ALONG WALK
SCALE: 3/4" = 1'-0"
TOF
SEE LD101-LD108
SHEETS
TOC
SEE LD101-LD108
SHEETS
RAILING & SLEEVE
ARE OMITTED WHEN
NOT REQUIRED. SEE
PLAN FOR RAILING
LOCATIONS.
3" DIA. SLEEVE TO
RECEIVE POSTS,
SEE PLAN AND
ELEVATIONS FOR
LOCATIONS
CONCRETE WALK
LD111
THICKENED-EDGE WALK W/ INTEGRAL RETAINING WALL & SAFETY RAIL
SCALE: 3/4" = 1'-0"
3" DIA. SLEEVE TO
RECEIVE POSTS,
SEE PLAN AND
ELEVATIONS FOR
LOCATIONS
INTEGRAL
CONC. WALK
TOF
SEE LD101-
LD108
SHEETS
TOF
SEE LD101-
LD108
SHEETS
REFER TO STRUCTURAL
FOR FOOTING INFORMATION
C.I.P. CONCRETE
STEM WALL
TOF
SEE LD101-
LD108
SHEETS
C.I.P. CONCRETE
STEM WALL
'C1.1' COLUMN/CAP
(BEHIND)
ALONG WALKS & ACCESSIBLE RAMPS BASE BID ONLY - ABUTTING 'C1.1' WALLS
3" DIA. SLEEVE TO
RECEIVE POSTS,
SEE PLAN AND
ELEVATIONS FOR
LOCATIONS
CONCRETE WALK
LOW SIDE CONDITION VARIES,
SEE SITE PLANS
1' -6
" M
IN
. C O
VE
R
O
VE
R F
O O
TI
N
G
6" M
IN
BU
R
Y
VE
N
EE
R
IN
PL
AN
TI
N
G
AR
EA
S
1" M
IN
" M
AX
M
AS
O N
R Y
LE
D
G E
R
EV
EA
L
IN
PA
VE
D
A R
EA
S
MOSS ROCK VENEER
3"
MOSS ROCK VENEER
MOSS ROCK VENEER
AT LANDSCAPED AREAS
MOSS ROCK VENEER
AT PAVED AREAS
PAVEMENT
SEE PLANS FOR
LOCATIONS & TYPES
TML
SEE LD101-
LD108
SHEETS
LD111
3"
LD111
MOSS ROCK VENEER REVEAL INSTALLATION - TYP.
SCALE: 1-1/2" = 1'-0"
C.I.P. CONCRETE
STEM WALL
LD111
NICHE ROW NUMBERING DETAIL, TYP.
SCALE: 1-1/2" = 1'-0"
NICHE ROW NUMBERING:
GRANITE PLAQUE W/ 2"
CAST ALUMINUM LETTERS
2"
LD111
WALL NUMBERING DETAIL, TYP.
SCALE: 3/4" = 1'-0"
5A - 'A' & 'B' WALLS
SINGLE LETTER
TOC
SEE LD101-LD108
SHEETS
TOC
SEE LD101-LD108
SHEETS
TOC
SEE LD101-LD108
SHEETS
6"
3" 3"
CENTERLINE OF
NICHE COVER
CENTERLINE OF
FACE OF CAP
CENTERLINE OF NICHE UNIT
CAVITY/NICHE COVER
BASE OF NICHE UNIT/
TOP OF STEM WALL
NICHE ROW NUMBERING:
BOTTOM ROW BEGINS AT
'100' AND ASCENDS IN
MULTIPLES OF 100.
2" CAST
ALUMINUM
MARKERS
FONT:
TIMES NEW ROMAN
(ALL MARKER
LETTERS/NUMBERS)
5B - 'C' WALLS
DOUBLE LETTERS
5C - 'C' WALLS
DOUBLE LETTERS AT STAIRWELL
LD111
NICHE COLUMN NUMBERING DETAIL, TYP.
SCALE: 1-1/2" = 1'-0"
1/2" FULL MORTAR
JOINT SURROUNDING
WALL MARKER
MOSS ROCK
VENEER
1/2" THICK GRANITE
WALL MARKER PLAQUE
6"T CAST ALUMINUM
WALL MARKER
5D
LD111
5D - WALL MARKER DETAIL
6"
5E - WALL MARKER INSTALLATION DETAIL
SEE 7/LD110
(BOTH SIDES)
SEE 7/LD110
(BOTH SIDES)
SEE 7/LD110
LD111
CONC. RETAINING WALL - NO VENEER OR RAIL (BASE BID ONLY)
SCALE: 3/4" = 1'-0"
BW
SEE LG101
TW
444.10
SEE 7/LD110
(BOTH SIDES)
3" M
IN
TOC
445.41
2% MIN.
B2.2 COLUMN
LD111
JD DS 46
FOUNDATION DRAINAGE,
SEE 2 / LD109 FOR DETAILS
DRAINTILE
SEE CU101
LD111
CONC. RETAINING WALL - W/ VENEER, NO RAIL (BASE BID ONLY)
SCALE: 3/4" = 1'-0"
REFER TO STRUCTURAL
FOR FOOTING INFORMATION
ADDENDUM #1 09/14/2021
TW
SEE LG102
BW
SEE LG102
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
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TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL REMARKS
Av 2 SUNSET PALM F.S. RELOCATED
ARECA VESTIARIA
JC 8 COMPACT SPICY JATROPHA (DWARF) 15 GAL.
JATROPHA INTEGERRIMA `COMPACTA`
PD2 8 DWARF SINGAPORE WHITE PLUMERIA CONT. 25 GAL. 2.5" CAL., 8` HT. MIN.
PLUMERIA OBTUSA `DWARF`
SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS
Mp2 44 ORANGE JESSAMINE CONT. 3 GAL. 30" HT., 18" SPD. MIN.
MURRAYA PANICULATA
PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE REMARKS
CP 17 SPOTTED CROTON 1 GAL.
CODIAEUM VARIEGATUM 'PICTUM'
GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING
5,823 SF BERMUDA GRASS HYDROSEED COVER CROP SHALL INCORPORATE RYE
CYNODON DACTYLON GRASS FOR ESTABLISHMENT PURPOSES.
1,739 SF CELEBRATION BERMUDA GRASS SOD
CYNODON DACTYLON 'CELEBRATION'
68 LAUA'E IKI FERN 4" POT 18" o.c. PLANT 18" O.C.
MICROSORUM SCOLOPENDRUM 'LAUA'E IKI'
893 WHITE CLUMPING LILYTURF 4" POT 18" o.c.
OPHIOPOGON JABURAN 'VITTATUS'
2,681 MONDO GRASS 4" POT 18" o.c.
OPHIOPOGON JAPONICUS
462 BLACK MONDO GRASS 4" POT 18" o.c.
OPHIOPOGON PLANISCAPUS 'NIGER'
PLANT SCHEDULE COLUMBARIA 14 (NORTH)
GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING REMARKS
3,147 SF BERMUDA GRASS HYDROSEED COVER CROP SHALL INCORPORATE
CYNODON DACTYLON RYE GRASS FOR ESTABLISHMENT
PURPOSES.
5,753 SF CELEBRATION BERMUDA GRASS SOD
CYNODON DACTYLON 'CELEBRATION'
223 MONDO GRASS 4" POT 18" o.c.
OPHIOPOGON JAPONICUS
PLANT SCHEDULE COLUMBARIUM 14 (NORTH) - DEDUCT
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
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U.S. Department of Veterans Affairs
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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
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM 14 (NORTH) -
PLANTING PLAN
N
0 10' 20'
LP103
COLUMBARIUM COURT 14 (NORTH) - PLANTING PLAN
SCALE: 1" = 10'
M
AT
C H
L
IN
E
INTERMENT SECTION 2
MATCHLINE OVERLAP AREA
(SHOWN FOR CLARITY)
RESTORE ALL DISTURBED
AREAS. LIMITS ARE
APPROXIMATE
RESTORE ALL DISTURBED
AREAS. LIMITS ARE
APPROXIMATE
LEGEND
KEY NOTES
PLAN NOTES
1. SEE PLAN SHEET LP103 FOR DETAILED PLANT SCHEDULE.
2. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS
DISTURBED BY THE CONTRACTOR SHALL BE RESTORED.
3. CONTRACTOR SHALL FIELD LOCATE ALL PLANTINGS,
REVIEW WITH COR AND CEMETERY STAFF PRIOR TO
INSTALLATION.
4. DO NOT INSTALL ANY PLANT MATERIAL UNTIL AFTER THE
IRRIGATION SYSTEMS IS OPERATIONAL. REFER TO
IRRIGATION PLANS FOR ADDITIONAL INFORMATION.
LANDSCAPE EDGER, SEE DETAIL 3 / LP501
MOSS ROCK OUTCROPPING, SEE DETAIL 8/LP501
ROOT BARRIER, 4/LP501
EXISTING CONTOURS
PROPOSED CONTOURS
STORM WATER UTILITIES
SPECIMEN BOULDER
MOSS ROCK OUTCROPPING
SOD
LANDSCAPE EDGER
ROOT BARRIER
EXISTING TREE
DSJD 55
LP103
ADDENDUM #1 09/14/2021
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4,886 sf
CD
TREES CODE QTY COMMON / BOTANICAL NAME CONT CAL
Av 2 SUNSET PALM F.S.
ARECA VESTIARIA
JC 3 COMPACT SPICY JATROPHA (DWARF) 15 GAL.
JATROPHA INTEGERRIMA `COMPACTA`
PD2 8 DWARF SINGAPORE WHITE PLUMERIA CONT. 25 GAL.
PLUMERIA OBTUSA `DWARF`
SHRUBS CODE QTY COMMON / BOTANICAL NAME CONT SIZE
Mp2 31 ORANGE JESSAMINE CONT. 3 GAL.
MURRAYA PANICULATA
PERENNIALS CODE QTY COMMON / BOTANICAL NAME CONT SIZE
CP 11 SPOTTED CROTON 1 GAL.
CODIAEUM VARIEGATUM 'PICTUM'
GROUND COVERS QTY COMMON / BOTANICAL NAME CONT SPACING
4,886 SF BERMUDA GRASS HYDROSEED COVER CROP SHALL INCORPORATE RYE
CYNODON DACTYLON GRASS FOR ESTABLISHMENT PURPOSES.
4,685 SF CELEBRATION BERMUDA GRASS SOD
CYNODON DACTYLON `CELEBRATION`
5 LAUA'E IKI FERN 4" POT 18" o.c. PLANT 18" O.C.
MICROSORUM SCOLOPENDRUM 'LAUA'E IKI'
909 WHITE CLUMPING LILYTURF 4" POT 18" o.c.
OPHIOPOGON JABURAN 'VITTATUS'
1,519 MONDO GRASS 4" POT 18" o.c.
OPHIOPOGON JAPONICUS
220 BLACK MONDO GRASS 4" POT 18" o.c.
OPHIOPOGON PLANISCAPUS 'NIGER'
Geotechnical Engineering
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -…
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