11 Final Design NMCP 899CM3030 Option1 Columbarium_PG 119-137_210815.pdf
PDF 17 MB Posted
- Solicitation number
- 36C78621B0012
About this file
This notice is for a federal solicitation seeking construction services for gravesite expansion and new bathroom facilities 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 Contract Opportunities website. The acquisition type will be an invitation for bid with a construction magnitude between $5 million and $10 million. The NAICS code is 237990 and the business size standard is $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 CVE verification to be considered. The point of contact is Auvorie Benson of the Department of Veterans Affairs National Cemetery Administration.
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LEGEND
EXISTING ASPHALT PAVEMENT
REMOVE 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
CAP AND ABANDON UTILITY LINE IN-PLACE
REMOVE SIGN AND ASSOCIATED CONCRETE FOOTING AND BASE
FULL DEPTH
REMOVE FLOWER WATERING STATION
REMOVE BOLLARDS AND ASSOCIATED CONCRETE FOOTING AND
BASE FULL DEPTH
FULL DEPTH SAW-CUT TO OCCUR AT NEAREST PAVING JOINT
OUTSIDE THE LIMIT OF WORK
PROTECT AND RE-INSTALL MONUMENT (TYP.)
REMOVE BENCH AND ASSOCIATED CONCRETE FOOTING AND BASE
FULL DEPTH
REMOVE RETAINING WALL AND ASSOCIATED CONCRETE FOOTING
AND BASE FULL DEPTH
TRANSPLANT EXISTING PALMS. SEE LP SERIES FOR ADDITIONAL
INFORMATION
PROTECT EXISTING SECTION MARKER TO REMAIN
INTERNMENT SECTION 3
INTERMENT SECTION 2
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
_a dd a lte rn at e
1_ de m o.
dw g ed it:
eh ed m an s av ed :7
/2 6/
1:
A
M p lo t:7
/2 6/
2:
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
OPTION 1
07/15/21
EXP. 04/30/22
OF 137
D-201
DEMOLITION PLAN
N
1 ADD ALTERNATE 1 - DEMOLITION PLAN
SCALE: 1" = 20'
0 20' 40'
MTEH
DEMOLITION NOTES
1. ALL CONSTRUCTION SHALL COMPLY WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER UNLESS DIRECTED OTHERWISE. ( SEE GEOTECHNICAL REPORT BY KOKUA
GEOTECHNICAL, LLC DATED JUNE 23, 2020)
2. EXISTING ASPHALT, CONCRETE, AND CONCRETE CURB TO BE REMOVED AND DISPOSED OF OFFSITE. DISPOSE OF ACCORDING TO LOCAL AND STATE POLLUTION REGULATION
STANDARDS.
3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS AND DISPOSAL CERTIFICATIONS.
4. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO BEGINNING DEMOLITION WORK.
5. ALL EXISTING BURIED UTILITY LINE LOCATIONS ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION EXISTING UTILITIES PRIOR TO EXCAVATION, DEMOLITION
OR RECONNECTION. CONTRACTOR SHALL VERIFY BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.
6. INSTALL SILT FENCE ON ALL DOWN SLOPE AREAS PER SWPPP PLANS AND ADJUST AND/OR REINSTALL AS NECESSARY FOR PAVEMENT REMOVALS. SEE EROSION CONTROL PLAN FOR
DETAILS.
VICINITY MAP
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text 5X4"
AutoCAD SHX Text 4X4"
AutoCAD SHX Text 16"
AutoCAD SHX Text 24"
AutoCAD SHX Text 12"
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
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AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text LICENSED PROFESSIONAL ENGINEER No. 19080-C-CC
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
27+00
28+00
PT: 27+28.89
1+00
2+00
3+00
4+00
5+00
6+00
7+
7+
PC
: 1
+0 2.
PR
C: 1
+6 6.2
PC
C
: 2 +2
8.
PC
C
: 3 +9
1.
PT: 7+24.60
EP: 7+29.60
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
_a dd a lte rn at e
1_ si te .d w m to lk ki ne n sa ve d:
7/
/2
:0
AM
lo t:7 /2
6/
2:
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
OPTION 1
07/15/21
EXP. 04/30/22
OF 137
C-201
SITE PLAN
1 ADD ALTERNATE 1 - SITE PLAN
SCALE: ########
MTEH
SEE SHEETS L-103 AND L-104
FOR CONTINUATION OF
OVERLOOK PATH ALIGNMENT
2 ADD ALTERNATE 1 - OVERLOOK - HORIZONTAL GEOMETRY - STA. 7+30 - 0+69
SCALE: NTS
SITE PLAN NOTES
1. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
CONSTRUCTION PERMITS TO CARRY OUT THE ENTIRE PROJECT.
PERMITS SHALL BE IN-PLACE PRIOR TO BEGINNING ANY CONSTRUCTION
ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANIES OF ANY AND ALL
PROPOSED WORK.
SEE SHEET L-200 FOR COLUMBARIA SITE
PLAN DETAILS
10.0'
VICINITY MAP
N
0 20' 40'
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 20"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
AutoCAD SHX Text 84"
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
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
27+00
PT
: 2
7+
.8
418419
440 44
442443444
430435
426427428429431432433434
R 440.06
R 429.69
R 427.98
R 424.85
R 421.78
R 420.01
R 433.71
R 443.05
R 442.75R 442.36R 440.87 R 437.51
R 435.30
R 434.83 R 433.57R 433.57
R 426.97
.6
.0
25.2%
4.0%
3.9%
4.7%
1.9%
1+00
2+00
3+00
4+00 5+00
6+00
7+00
7+
EP: 3+01.50
℄ START
STA=0+71.80
TIER 1 ACCESS
STA=1+71.74
STAIRWELL ACCESS
STA=1+30.24
TIER 2 ACCESS
STA=3+21.55
TIER 3 ACCESS
STA=4+01.97
TC 423.91
TC 423.84
TC 425.86
TC 425.72
TC 428.94
TC 429.05
TC 428.93
TC 428.82
TC 432.33
TC 432.44
TC 432.56
TC 432.44
ME 444.40
ME 444.25
TC 423.81
TC 423.68
TC 441.13
TC 441.26
TC 441.16
TC 441.04
TC 439.40
TC 439.52
TC 439.43
TC 439.30
TC 437.66
TC 437.79
TC 437.69
TC 437.57
TC 435.92
TC 436.05
TC 435.95
TC 435.83
TC 434.19
TC 434.34
TC 434.22
TC 434.10
TC 430.76
TC 430.63
TC 430.85
TC 430.73
TC 427.82
TC 427.73
TC 427.85
TC 427.95
TC 426.69
TC 426.60
TC 426.82
TC 426.72
TC 425.25
TC 425.44
TC 425.15
TC 425.32
TC 422.12
TC 422.03
TC 422.17
TC 422.26
TC 421.02TC 421.12
TC 420.89
TC 420.99
0.
9.
0+72
1.
9.
2.
0.
4.
2.
2+00
6.
5.
8.
7.
3+00
0.
0.
2.
3.
4+00
4.
5.
6.
8.
5+00
8.
0.
0.
1.
6+00
2.
2.
3.
3.
7+00
4.
4.
7+30
STAIRWELL CONNECTION
STA=1+30.24
TIER 1 ACCESS
STA=1+71.74
TIER 2 ACCESS
STA=3+21.55
TIER 3 ACCESS
STA=4+01.97
0.00% 4.62%
1.60% 4.27%
1.50%
4.42%
1.40%
3.80% 1.60%
3.86%
1.60% 3.77%
1.60% 3.60%
1.60%
4.87%
1.60%
4.90%
1.70%
4.73%
1.60%
4.68%
1.60%
4.68%
1.60%
4.70%
1.60%
4.69%
1.60%
4.36%
1.90% 1.90%
℄ START
STA=0+71.80
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
_a dd a lte rn at e
1_ gr ad in g.
dw m to lk ki ne d:
7/
/2
:1 lo t:7
/2 6/
2:
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
OPTION 1
07/15/21
EXP. 04/30/22
OF 137
CG201
GRADING PLAN
1 ADD ALTERNATE 1 - MEMORIAL OVERLOOK PATH GRADING PLAN
SCALE: 1" = 20'
MTEH
VICINITY MAP
SEE SHEET LG201 FOR COLUMBARIA 14 GRADING
2 ADD ALTERNATE 1 - MEMORIAL OVERLOOK PATH PROFILE
SCALE: 1" = 20' VERTICAL: 6:1
EXISTING GROUND
PROPOSED GRADE
2 2
4 4
4 4
5 5
GRADING PLAN NOTES
1. EXISTING TOPOGRAPHIC AND UTILITY INFORMATION PROVIDED BY THE OWNER ON A SURVEY PREPARED BY ANDERSON ENGINEERING. ALL EXISTING BURIED UTILITY LINE LOCATIONS
ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING EXITING UTILITIES PRIOR TO EXCAVATION, DEMOLITION OR RECONNECTION. CONTRACTOR SHALL VERIFY
BURIED UTILITY LOCATIONS WITH "811" UNDERGROUND UTILITIES LOCATION CENTER.
2. NOTIFY COR OF ANY DISCREPANCIES PRIOR TO BEGINNING WORK
3. ESTIMATED ALLOWABLE ROCK EXCAVATION QUANTITY FOR OPTION 1 WORK = 3,300 CY
N
0 20' 40'
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 18"
AutoCAD SHX Text 14"
AutoCAD SHX Text 14"
AutoCAD SHX Text 18"
AutoCAD SHX Text 24"
AutoCAD SHX Text 20"
AutoCAD SHX Text 12"
AutoCAD SHX Text 12"
AutoCAD SHX Text 20"
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
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AutoCAD SHX Text A
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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
27+00
C O w w1 w1 w1 w1 w1 w1 w1 w w
W w 1 W6
W
89 LF 12" HDPE ST @ 0.50%
54 LF 12" HDPE ST @ 14.24%
39 LF 6" HDPE
ST @ 7.61%
27 LF 12" HDPE @ 8.87%
43 LF 12" HDPE @ 5.67%
106 LF 18" HDPE @ 3.29%
73 LF 18" HDPE @ 4.24%
43 LF 18" HDPE @ 5.71%
45 LF 18" HDPE @ 1.31%
CBMH-602
RIM 443.05
INV 438.37 (12" IN)
INV 438.37 (12" OUT)
CBMH-601
RIM 442.36
INV 438.95 (12" IN)
INV 438.82 (12" OUT)
CBMH-603
RIM 440.87
INV 430.63 (12" IN)
INV 428.63 (12" OUT)
INV 430.63 (12" IN)
CBMH-505
RIM 437.51
INV 429.19 (6" IN)
INV 429.19 (6" OUT)
CBMH-504
RIM 435.30
INV 431.36 (6" IN)
INV 429.37 (6" IN)
INV 429.41 (6" OUT)
CBMH-503
RIM 434.83
INV 429.74 (6" IN)
INV 429.71 (6" OUT)
CBMH-502
RIM 433.57
INV 430.35 (6" IN)
INV 430.36 (6" OUT)
CBMH-501
RIM 433.57
INV 430.65 (6" IN)
INV 430.65 (6" OUT)
CBMH-500
RIM 433.71
INV 430.95 (6" OUT)
CBMH-405
RIM 429.69
INV 426.26 (12" IN)
INV 426.25 (6" IN)
INV 426.16 (12" OUT)
CBMH-404
RIM 427.98
INV 423.70 (12" IN)
INV 423.70 (18" OUT)
CBMH-300
RIM 426.97
CBMH-403
RIM 424.85
INV 421.00 (6" IN)
INV 420.20 (18" OUT)
INV 420.20 (18" IN)
CBMH-402
RIM 421.78
INV 417.10 (18" OUT)
INV 417.10 (18" IN)
CBMH-401
RIM 420.01
INV 414.66 (18" OUT)
INV 414.66 (18" IN)
18 LF 12" HDPE @ 22.00%
CBMH-700
RIM 440.06
INV 434.58 (12" OUT)
61 LF 12" HDPE @ 0.62% 0+00
1+00
2+
3+00 4+00
5+00
5+38
CBMH-600
RIM 442.75
INV 439.33 (12" OUT)
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 O
C O
C O
C O
C O
C O
C O
C O
C O
CBMH-400
RIM 420.23
INV 414.07 (18" IN)
C O
CO
CO
C O
29 LF 6" HDPE
ST @ 1.00%
30 LF 6" HDPE
ST @ 1.00%
62 LF 6" HDPE
ST @ 1.00%
34 LF 6" HDPE
ST @ 1.00%
22 LF 6" HDPEST @ 1.00%
2.
3.
0+00
2.
3.
3.
3.
1+00
3.
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: 0 +0
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: 4
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: 2 +0
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: 4
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: 3 +0
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: 4
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: 4 +0
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: 5 +0
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7.
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H -6
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IN
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IN
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8.
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IN
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8.
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H -6
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IN
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8.
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IN
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8.
(S
C
BM
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IN
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IN
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8.
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IN
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C
BM
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R
IM
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IN
V
6.
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IN
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IN
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C
BM
H -4
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IM
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IN
V
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IN
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3.
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C
BM
H -4
R
IM
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IN
V
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IN
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(S
C
BM
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IN
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IN
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45 LF 18" HDPE @ 1.31%
43 LF 18" HDPE @ 5.71%
73 LF 18" HDPE @ 4.24%
106 LF 18" HDPE @ 3.29%
43 LF 12" HDPE @ 5.67%
27 LF 12" HDPE @ 8.87%
54 LF 12" HDPE @ 14.24%
89 LF 12" HDPE @ 0.50%
61 LF 12" HDPE @ 0.62%
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
_a dd a lte rn at e
1_ ut ilit ie s.
dw m to lk ki ne d:
7/
/2
:1 lo t:7
/2 6/
2:
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
OPTION 1
07/15/21
EXP. 04/30/22
OF 137
CU201
UTILITY PLAN
N
1 ADD ALTERNATE 1 - UTILITY PLAN
SCALE: 1" = 20'
MTEH
STRUCTURE SCHEDULE
STRUCTURE SIZE CASTING (OR APPROVED EQUAL)
CBMH-300 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-401 48" DIA. CONCRETE NEENAH R-2501
CBMH-402 48" DIA. CONCRETE NEENAH R-2501
CBMH-403 48" DIA. CONCRETE NEENAH R-2501
CBMH-404 48" DIA. CONCRETE NEENAH R-2501
CBMH-405 48" DIA. CONCRETE NEENAH R-2501
CBMH-500 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-501 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-502 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-503 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-504 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-505 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"
DROP IN GRATE
CBMH-600 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"
DROP IN GRATE
CBMH-601 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"
DROP IN GRATE
CBMH-602 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"
DROP IN GRATE
CBMH-603 48" DIA. CONCRETE NEENAH R-2501
CBMH-700 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"
DROP IN GRATE
2 ADD ALTERNATE 1 - UTILITY PROFILE
SCALE: H 1" = 20' V 1" = 5'
PROPOSED GRADE
EXISTING GROUND
EXISTING ELEVATION PROPOSED ELEVATION
SHEET NOTES
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.
0 20' 40'
VICINITY MAP
1" WATERLINE
1" WATERLINE
1" WATERLINE
1.5' MIN.
COVER (TYP)
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text N
AutoCAD SHX Text 30"
AutoCAD SHX Text 36"
AutoCAD SHX Text 48"
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
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
19 LF 4" PERF. PVC @ 1.00% 34 LF 4" PERF. PVC @ 1.00%
67 LF 4" PERF. PVC @ 1.00%
41 LF 4" PERF. PVC @ 1.00%
18 LF 4" PERF. PVC @ 1.00%
44 LF 4" PERF. PVC @ 1.00%
39 LF 4" PERF. PVC @ 2.00%
C O w w w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w1 w w w w w w
W
W w 1 w 1
W
W
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 O
RIM 437.07
INV 436.02
INV 435.96
RIM 437.02
INV 435.61
RIM 436.43
INV 435.48
INV 435.40
INV 435.40
INV 435.40
INV 435.40
RIM 436.38
INV 435.35
RIM 437.07
INV 433.47
INV 435.15
RIM 436.88
INV 433.54
RIM 436.89
INV 433.50
INV 433.34
INV 433.31
INV 432.73
INV 432.71
RIM 436.25
INV 432.74
INV 432.69
INV 432.40
INV 432.29
432.09
INV 431.64
INV 431.46
RIM 428.94
INV 427.98
INV 427.91
INV 425.31
RIM 428.90
INV 427.48
RIM 428.31
INV 427.35
INV 427.28
INV 427.28
RIM 428.77
INV 426.95
RIM 428.27
INV 426.87
INV 426.76
INV 424.90
INV 424.88
INV 426.67
INV 424.65
RIM 428.13
INV 426.06
INV 425.87
INV 424.24
INV 424.23
INV 424.10
INV 422.35
RIM 424.74
INV 423.56
RIM 427.46
INV 423.54
INV 423.40
INV 423.38
INV 423.27
INV 423.27
RIM 426.97
INV 423.14
INV 423.14
RIM 424.50
INV 420.80
INV 420.63
INV 420.45
INV 419.67
INV 419.65
RIM 427.64
INV 426.67
INV 426.47
INV 423.63
C O
C O
C O
C O
C O
INV 423.45
7 LF 6" PVC @ 34.26%
37 LF 6" PVC @ 1.50%
19 LF 6" PVC @ 1.00%
3 LF 6" PVC @ 1.00%
30 LF 6" PVC @ 1.00%
19 LF 6" PVC @ 1.00%
45 LF 6" PVC @ 1.00%
18 LF 6" PVC @ 1.00%7 LF 6" PVC @ 1.00%
38 LF 4" PERF. PVC @ 0.50%
3 LF 6" PVC @ 13.81%
15 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 31.86%
39 LF 4" PERF. PVC @ 0.50%
7 LF 6" PVC @ 33.04%
9 LF 4" PERF. PVC @ 0.50%
11 LF 6" PVC @ 1.00%
2 LF 6" PVC @ 12.38%
15 LF 4" PERF. PVC @ 0.50%
9 LF 6" PVC @ 35.99%
41 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 43.00%
41 LF 4" PERF. PVC @ 0.50% 2 LF 6" PVC @ 53.05%
13 LF 4" PERF. PVC @ 0.50%
9 LF 6" PVC @ 50.65%
15 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 30.64% 41 LF 6" PVC @ 1.00%
2 LF 6" PVC @ 1.00%
19 LF 6" PVC @ 1.25%
40 LF 6" PVC @ 1.00%
13 LF 6" PVC @ 1.00%
9 LF 6" PVC @ 18.86%
25 LF 6" PVC @ 5.51%
2 LF 6" PVC @ 1.00%
39 LF 4" PERF. PVC @ 0.50%
7 LF 6" PVC @ 32.27%
38 LF 4" PERF. PVC @ 0.50%
3 LF 6" PVC @ 70.56%
15 LF 4" PERF. PVC @ 0.50%
8 LF 6" PVC @ 31.33%
40 LF 4" PERF. PVC @ 0.50%
7 LF 6" PVC @ 32.96%
38 LF 4" PERF. PVC @ 0.50%
3 LF 6" PVC @ 61.68%
40 LF 4" PERF. PVC @ 0.50%
32 LF 4" PERF. PVC @ 0.50%
22 LF 4" PERF. PVC @ 0.50%
14 LF 6" PVC @ 1.00%
34 LF 4" PERF. PVC @ 0.50%
25 LF 4" PERF. PVC @ 0.50%
20 LF 6" PVC @ 18.00%
1 LF 6" PVC @ 1.00%
34 LF 4" PERF. PVC @ 0.50% 35 LF 4" PERF. PVC @ 0.50%
4 LF 6" PVC @ 20.00%
14 LF 6" PVC @ 1.00%
37 LF 4" PERF. PVC @ 0.50%
RIM 436.43
INV 435.48
INV 433.30
C O
C O
C O
INV 438.31
RIM 443.71
INV 438.13
INV 438.13
13 LF 6" PVC @ 49.63%
RIM 443.91
INV 440.30
INV 439.53
INV 439.35
INV 438.93
INV 438.75
18 LF 6" PVC @ 1.00%
42 LF 4" PERF. PVC @ 1.00%
18 LF 4" PERF. PVC @ 1.00%
RIM 437.01
INV 435.58
C O
CO
CO
C O
INV 425.46
RIM 429.40
INV 425.66
INV 428.42
INV 428.45
RIM 435.55
INV 428.65
INV 428.65
INV 428.98
RIM 433.94
INV 429.65
INV 429.65
INV 429.85
RIM 433.94
INV 430.26
3 LF 6" PVC @ 1.00%
13 LF 6" PVC @ 22.29%
20 LF 6" PVC @ 1.00%
20 LF 4" PERF. PVC @ 1.00%
15 LF 6" PVC @ 1.00%
5 LF 6" PVC @ 56.72%
8 LF 6" PVC @ 2.34%
RIM 434.41
INV 431.31
INV 429.48
INV 429.26
46 LF 6" PVC @ 4.00%
5 LF 6" PVC @ 4.00%
65 LF 6" PVC @ 4.00%
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
_a dd a lte rn at e
1_ ut ilit ie s.
dw m to lk ki ne d:
7/
/2
:1 lo t:7
/2 6/
2:
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
OPTION 1
07/15/21
EXP. 04/30/22
OF 137
CU202
UTILITY PLAN - COLUMBARIA
DRAINTILE
N
1 ADD ALTERNATE 1 - UTILITY PLAN - CLEANOUT ELEVATIONS AND INVERTS
SCALE: 1" = 10'
MTEH
SHEET NOTES
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 MAINTAIN MINIMUM COVER AND CLEARANCE REQUIREMENTS PER LATEST EDITION OF HAWAII WATER SYSTEM STANDARDS.
0 10' 20'
VICINITY MAP
SEE DETAIL 8/LD110 FOR
TRENCH DRAIN TRANSITION
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
10' MIN. BUFFER
TO ADJACENT
INTERMENT SECTION
INTERMENT SECTION L
INTERMENT SECTION 2
OUTER DRIVE
TO OVERLOOK
3 3
3 LANDSCAPE PLANTING BED W/ 6"W CONC. CURB EDGER
4 MASS NATIVE PLANTINGS /
SLOPE STABILIZATION
PROJECT LIMITS
3H SIDE, TYP.
5H SIDE, TYP.
L-101
COLUMBARIUM COURT SITE PLAN - OVERALL
SCALE: 1" = 20'
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 jri ch ne r s av ed :7
/8 /2
3:
P lo t:7 /2
6/
2:
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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM SITE PLAN -
OVERALL - OPTION 1
N
0 20' 40'
KEY NOTES
1 FLOWER WATERING STATION
TIER 1
TIER 2
TIER 2
TIER 3
TIER 3
COLUMBARIA CONCEPT NICHE COUNT
(FULL COUNT WITH OPTION 1 TAKEN)
TIER # 5 HT. NICHE
COUNT
3 HT . NICHE
COUNT
TOTAL TIER NICHE
COUNT
1 560 408 968 2 1,840 792 2,632 3 1,950 714 2,664
TOTAL: 4,350 1,914 6,264
SOUTH ENLARGEMENTS
OPTION 1
L-201 L-202 L-203
LG201
TIER 2
CF
WALL LETTERING KEY:
DOUBLE MARKER,
SEE 1/LD110
SINGLE MARKER,
SEE 1/LD110C
RIGHT
SIDE
LEFT
SIDE
CF
TIER 1
TIER 2
A
A
B
B
H
K
GD
H K
N
O
N
M J
J
M
L I
I
E
O
L
E
OPTION 1 LIMITS
DG
FC
MEMORIAL OVERLOOK PATH RECONSTRUCTION
AS PART OF OPTION 1 (COLUMBARIUM)
SEE SHEET _______
L-200
JD DS 124
AutoCAD SHX Text
18" RCP END NOT FOUND
AutoCAD SHX Text
RIM=417.3 INV=413.5
AutoCAD SHX Text 42"
AutoCAD SHX Text 36"
AutoCAD SHX Text 12"
AutoCAD SHX Text 48"
AutoCAD SHX Text 12"
AutoCAD SHX Text 84"
AutoCAD SHX Text 36"
AutoCAD SHX Text 8"
AutoCAD SHX Text 14"
AutoCAD SHX Text 20"
AutoCAD SHX Text 20"
AutoCAD SHX Text 10"
AutoCAD SHX Text 24"
AutoCAD SHX Text
CATCH BASIN COVERED WITH BRICK
AutoCAD SHX Text
RIM=409.9 INV=403.2
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
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text J
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text I
O
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 jri ch ne r s av ed :7
/8 /2
3:
lo t:7 /2
6/
2:
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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22
COLUMBARIUM SITE PLAN
ENLARGEMENT - SOUTH - OPTION 1
L-201
COLUMBARIUM SITE PLAN ENLARGEMENT - SOUTH - OPTION 1
SCALE: 1" = 10'
7.5
7' 40 NICHE COLUMNS
4 4 4
40 NICHE COLUMNS
16 NICHECOLUMNS
16 NICHECOLUMNS
42 NICHE COLUMNS
16 NICHE
COLUMNS
16 NICHE
COLUMNS
40 NICHE
COLUMNS
4 4 4
10 NICHE
COLUMNS
10 NICHE
COLUMNS
3 3
16 NICHE
COLUMNS
38 NICHE COLUMNS
M
AT
C H
LI
N
E
- L
-1
16 NICHE
COLUMNS
STAIRWELL:
6"x13" TREAD
5 RISER HIGH
W/ HANDRAIL
STAIRWELL: 6"x13" TREAD
7 RISER HIGH W/ HANDRAIL
TOP
BOTTOM
TOP
BOTTOM
TO
P
BOTT
OM
D O
W N
A1.2 112A1.1
112 B2.1
A2.1
B1
B2.1
A2.1
B2.1
B1
A1.1
B2.1
B1
B1
B1
A1.1
A1.1
A2.1 112 A1.1
34 NICHE COLUMNS
34 NICHE COLUMNS
24 NICHE COLUMNS
32 NICHE COLUMNS
D4
A1.1
E4
F1.1
C1.1
C1.1
C1.2
40 NICHE COLUMNS 16 NICHE
COLUMNS
20 NICHE
COLUMNS
A2.1
A1.2
B1
A1.1
A2.1
B1
B2.1
B2.2
A2.2
B1
B1
STAIRWELL: 6"x13" TREAD
16 RISER HIGH W/ HANDRAIL
STAIRWELL:
6"x13" TREAD
5 RISER HIGH
W/ HANDRAIL
MEMORIAL
OVERLOOK WALK
N
0 10' 20'
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
CAP TYPE/COLUMN SHAPE
SEE "LD___" FOR DETAIL
C1.1
7 RETAINING WALL W/ INTEGRAL WALK &
DECORATIVE SAFETY RAIL, SEE 2 / LD111
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 CALLOUT NOTES
COLUMN (CAP) LENGTH
COLUMN / CAP ANGLE
COLUMN / CAP VARIANT,
SEE DETAILS
PEDESTRIAN CONCRETE
SIDEWALK
6'W BENCH W/ BACK, TYP.
SEE LS106
CODE KEY
CONSTRUCTION LIMITS
7'
7'
TOP
BOTTOM
8 CIP CONC. RETAINING WALL W/ MOSS ROCK
VENEER, SEE 3 / LD111
6.92'
STAIRWELL: 6"x13" TREAD
8 RISER HIGH W/ HANDRAIL
U P
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING,
TYP.
ACCESSIBLE
LANDING, TYP.
UP
U P
TOP
BOTTOM
6'-03 8 "
5' SQ. TREE GRATE
TOP
BOTTOM
UP
OUTER DRIVE
EX. GETTYSBURG
ADDRESS, SALVAGED &
RE-INSTALLED AFTER
GRADING ACTIVITIES
ARE COMPLETED.
L-201
JD DS 125
9 CIP CONC. RETAINING WALL W/ HANDRAIL,
SEE 6 / LD110
AutoCAD SHX Text 36"
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
AutoCAD SHX Text E
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R59'
COL - TIER 1 CL ADD ALT
EP: 1+61.51
N: 52973.29
E: 1691984.76
PI: 1+02.73COL - TIER 2.2 CL ADD ALT
EP: 1+38.90
N: 52982.25
E: 1691965.04
1+00
PI: 1+21.77
3+004+00
5+00
PI: 4+50.53
PI: 3+89.92
PI: 5+21.54
PI: 5+14.60
3+004+00
5+00
6+00
PI: 6+17.30
PI: 5+00.19
PI: 4+78.24
PI: 4+33.27 PI: 3+55.04
PI: 3+13.92
PI: 5+75.83
PI: 5+39.41
2+
3+
COL - TIER 1 CL BASE
PI: 0+80.76
COL - TIER 3 CL ADD ALT
PI: 3+04.37
STAIR BASELINE
COL - TIER 2 CL ADD ALT
PI: 3+80.69
STAIR BASELINE
COL - TIER 3 CL ADD ALT
PI: 3+94.15
COL - TIER 1 CL ADD ALT
PI: 0+80.76
1+00
2+00
3+00
4+00
PC: 1+02.70
PCC: 2+28.62
PCC: 3+91.40
PRC: 1+66.22
COL - ACCESS CL ADD ALT
PI: 0+71.80
0+81
L=63.51', R=85.00'D=42.813°
L=62.40' , R=140.00'
D=25.539°
L=162.78', R=875.00' D=10.659°
COL - TIER 2 CL ADD ALT
EP: 5+37.17
N: 52811.45
E: 1691978.01
COL - TIER 3 CL ADD ALT
EP: 6+29.50
N: 52731.26 E: 1691972.41
3+14 3+00
0+
COL - TIER 2 CL ADD ALT
PI: 2+91.06
1+39
1+00
COL - ACCESS CL ADD ALT
PI: 4+01.97
COL - ACCESS CL ADD ALT
PI: 3+21.55
0+
PC: 0+32.60
PT: 0+52.89
COL - PLAZA STAIR ADD ALT
BP: 0+00.00
N: 53003.30
E: 1692082.28
COL - PLAZA STAIR ADD ALT
EP: 0+56.33
N: 52990.88
E: 1692036.17
COL - ACCESS CL ADD ALT
PI: 1+30.23
L=
.2 9'
, R=
.8 3'
D=
.8
COL - TIER 2 CL ADD ALT
PI: 3+52.05
COL - BASELINE
EP: 3+01.50
N: 53040.73 E: 1691930.77
COL - BASELINE
PI: 2+27.42
COL - BASELINE
PI: 2+71.92
COL - BASELINE
PI: 1+95.92
COL - BASELINE
PI: 1+61.00
COL - BASELINE
PI: 2+48.67
COL - BASELINE
BP: 0+00.00
N: 53064.37
E: 1692231.34
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_ st ak in g pl an
.d w jri ch ne r s av ed :7
/8 /2
3:
lo t:7 /2
6/
2:
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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22 L-202
COLUMBARIUM STAKING PLAN -
SOUTH - OPTION 1
L-202
COLUMBARIUM STAKING PLAN - SOUTH - OPTION 1
SCALE: 1" = 10'
MATCHLINE OVERLAP AREA
(SHOWN FOR CLARITY)
N
0 10' 20'
175°
5°
165° 170°
90°
90°
90°
5°
5°
165°
175°
8'
8'
90°
90°
90°
EQ
EQ
9'
90°
EQ. EQ.
8'-21 4"
EQ. EQ.
2.1 L-104
L-202
COLUMBARIUM CENTRAL BASELINE
SCALE: 1" = 10'
5°
2.2 L-104
2.1 L-104
2.1 L-104
2.1 L-104
2.1 L-104
E4
LD112
D4
LD112
6'-11"
6'
7' -6
34'-8 1 2 "
L-103
6' @ ℄
TYP.
PLAN NOTES
1. PEDESTRIAN BENCHES & FLOWER WATERING STATIONS
ARE NOT SHOWN FOR CLARITY. SEE LS101.
OUTER DRIVE
DSJD
160°
7'
7'
7' 6'-73 8"
7'-7"
42'-101 2" 40'-101
2"
EQ. EQ.
40° 140°
140°
34'-81 2"
6'-11"
'-3
8' 6'
4'
EQ
EQ
'-3
40'-101 2"
7' -6
EQ
EQ
EQ
EQ
9'
33'-113 4"
EQ.
EQ.
40'-101 2"
40'-101 2"
38'-81 2"
32'-8 1 2 "
40'-101 2"
6'-1 58 " 8'
8'
4'
COLUMBARIUM COURT
CENTRAL BASELINE ALIGNMENT
SEE 3/L-202
BASELINE BEGINNING
POINT IS ALSO THE
CENTER OF THE
OUTER DRIVE RADIUS,
SEE CIVIL ROAD
IMPROVEMENT
SHEETS
AutoCAD SHX Text 36"
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
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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
Fi le
P at h:
y
:\1
\1 la c ad fi le s\
_0 sh ee ts \1
_l c_ pa ve p la n.
dw m jo hn so d:
7/
7/
:4 lo t:7
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2:
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
OF 137
07/15/21
EXP. 06/30/22 L-203
COLUMBARIUM PAVING PLAN -
SOUTH - OPTION 1
L-203
COLUMBARIUM PAVING PLAN - SOUTH - OPTION 1
SCALE: 1" = 20'
N
0 10' 20'
LEGEND
COLUMBARIUM CONC. PAVEMENT
CONTROL JOINT, TYP.
EXPANSION JOINT, TYP.
PLAN NOTES
1. PEDESTRIAN BENCHES & FLOWER WATERING STATIONS
ARE NOT SHOWN FOR CLARITY. SEE LS101.
2. SIGNAGE NOT SHOWN FOR CLARITY, SEE LS101.
CONC. FINISH BROOM DIRECTION, TYP.
EJ
PAVERS
M
ATC
H
LIN
E - L-106
L-203
COLUMBARIUM PAVING PLAN - TYP. SEATING ALCOVE ENLARGEMENT
SCALE: 1/4" = 1'
6' -2
5'
3'
5'-81 4" 5' 5'-81
4"
VARIES,
SEE PLAN
9'
L-105
L-105
L-105
L-1052
L-105
CTRL JOINTS ALIGNED W/ NICHE UNT JOINTS
EQ.
EQ.
EQ.
EQ.
EQ.
CTRL JOINTS ALIGNED W/ NICHE UNT JOINTS
EQ. EQ. EQ. EQ. EQ.
EQ.
EQ.
EQ.
EQ.EQ.EQ.
EQ. EQ.
L-105
EQ. EQ. 8'-21
4"
20'-51 4"
16'-41 2"
3'-21 2"
42'-101
2" - CTRL JOINTS EVENLT SPACEDEQ. EQ. EQ. EQ. EQ. EQ.
CTRL JOINTS ALIGNED W/ NICHE UNT JOINTS
8'-2" EQ. EQ. EQ.
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ @ START
AND END OF
EA. ACCESSIBLE
LANDING, TYP.
EJ
EJ
EQ. EQ. EQ. EQ. EQ.
29'-117
8" - SPACE JOINTS EVENLY
EQ. EQ. EQ. EQ. EQ. EQ.
10'-21 2" 10'-21
2"
2'-01 2" 2'-01
2"
9' 4'
-2
8'-21 4" 9'-51
4"
8'
5'-11 5 8 "
9'
8' -0
1 8"
7'- 6"
8'
7'- 6"
EJ
EJ
EQ.
EQ.
EQ.
EQ. EQ. EQ.
EJ
EJ
EJ
EJ
EJ
℄ OF STAIRWELL
EJ
ACCESSIBLE
LANDING
30'-5" - SPACE JOINTS EVENLY 2'-7
8"
3'-9"
EJ
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
ACCESSIBLE
LANDING
34'-10" - SPACE JOINTS EVENLY
EJ
3'-9"
EQ
EQ
7' -6
8'
7' -6
6'
7'
1'
5' -9
1 2" 7'
-1 1 2"
6'
7' -6
9'
7'- 6"
3'-21 2"
3'-2 1 2 "
EJ
EJ
EJ
EJ
EJ
5'-23 8"
7'
EQ.
EQ.
EQ.
EQ.
EQ.
EQ. EQ. EQ. EQ. EQ. EQ.
OUTER DRIVE
AutoCAD SHX Text 36"
AutoCAD SHX Text 48"
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
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AutoCAD SHX Text W
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AutoCAD SHX Text N
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4.9% 4.6%
1.9% 1.4%
2.0% 2.0%
1.5%
2.
0%
1.5% 1.7%
1.
4%
1.
5%
1.
5%
1.
5% 1.4%
1.4%
1.
5%
1.
5%
2.
2%
445445
444444
43143
437437
TC 436.45
TC 436.59TC 436.59
TC 436.45
TC 436.59
TC 436.45TC 436.45
TC 436.59TC 437.09
TC 437.23
TC 437.23
TC 437.09TC 437.13
TC 437.02
TC 435.83
TC 435.95
TC 434.50
TC 434.39
TC 434.31
TC 434.42
TC 435.79
TC 435.90
TC 432.60
TC 432.72
TC 432.84
TC 432.72
TC 432.44
TC 432.56
TC 436.19TC 436.19
TC 436.32 TC 436.32
TC 427.84TC 427.84
TC 428.47
TC 428.33
TC 428.47
TC 428.33
TC 429.10
TC 428.97
TC 429.10TC 428.97
TC 427.54
TC 427.80
TC 427.68
TC 427.54
TC 424.92
TC 424.92
TC 424.82
TC 424.78
TC 424.59
TC 424.67
TC 424.38
TC 427.56
TC 427.66
TC 427.57 TC 427.58
TC 427.84
TC 427.84
TC 427.65
TW 440.88
BW 440.38
TW 440.88
BW 440.38
TW 440.88
BW 440.38
TW 442.30
BW 441.80
TW 444.41
BW 443.91
BW 424.49
BW 422.34
BW 428.11
BW 428.03
BW 427.59
TC 427.63
TC 427.63
TC 427.60
TC 424.79
TC 424.93
TC 424.70
TC 424.62
TC 423.81
TC 423.91
TC 429.07
TC 429.21
TC 429.14
TC 429.20
TC 429.14
TC 428.94
TC 429.05
BW 429.19
BW 429.64
RIM 442.36RIM 440.06 RIM 442.75
RIM 426.95
RIM 433.71RIM 433.57
RIM 433.57
RIM 435.30
BW 428.70
BW 428.70
TW 428.91
TW 428.91
TW 428.27
TW 428.27
BW 434.89
BW 434.89
BW 435.53
BW 435.53
BW 434.89BW 434.89
BW 428.22
TW 436.39
TW 436.39
BW 434.94
BW 435.15
BW 435.15
BW 435.00
BW 436.43TW 437.03
TW 437.03
BW 437.19
BW 437.29
BW 435.78
BW 435.63
BW 435.83
TW 436.26
BW 435.82
BW ???
BW 437.15
BW 435.67
BW 434.22
BW 433.50
BW 434.89
TW 436.39
TW 436.39
TC 427.72
TC 421.66
TC 421.66
TC 417.50
TC 417.50
TC 421.78
TC 421.78
TC 427.70
HP 443.18
HP 435.65
HP 433.91
HP 433.87
TW 434.50
BW 434.00
TW 434.50
BW 434.00
TW 434.48
BW 433.98
TW 434.48
BW 433.98
BW 419.13
BW 421.84
TC 422.13
TC 421.90
TC 422.12
TC 422.26
TC 422.17
TC 422.03
RIM 421.71
TC 424.39
TC 424.49
TC 424.67
RIM 424.81
HP 443.51
HP 443.73
RIM 440.87
RIM 434.83
RIM 429.69
RIM 427.99
RIM 433.62435
TC 427.33
TC 427.44
TC 424.67
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 rt d:
7/
/2
4:
lo t:7
/2 6/
2:
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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22 LG201
COLUMBARIUM GRADING PLAN -
SOUTH - OPTION 1
N
0 10' 20'
LG201
COLUMBARIUM GRADING PLAN - SOUTH - OPTION 1
SCALE: 1" = 10'
CONSTRUCTION
LIMITS
CONSTRUCTION
LIMITS
LEGEND
PLAN NOTES
1. PEDESTRIAN BENCHES AND FLOWER WATERING
STATIONS ARE NOT SHOWN FOR CLARITY. SEE LS101.
M
ATC
H
LIN
E - SEE LG
201 FO
R M
EM
O
R
IAL O
VER
LO
O
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C O
N
TIN
U
ATIO
N
M
AT
C H
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N
E
- S
EE
L
G
FO
R B
AS
E
BI
D
AutoCAD SHX Text 36"
AutoCAD SHX Text 48"
AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
AutoCAD SHX Text E
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1 10 20 30
TML
424.81'
TSW
425.05'
TOC
432.09'
TOC
433.09'
TOC
428.85'
TML
427.70'
TOF
423.02'
TOF
423.02'
40 50
TSW
425.05'
TOC
433.09'
TML
424.63'
TOF
423.02'
1 10 20 30
TML
424.24'
TML
424.54'
TOC
430.09' TOC
429.09'
TSW
424.80'
TOF
420.20'
TOF
420.20'
40 50 60
TML
424.80'
TOC
430.09'
TSW
424.80'
TOF
420.69'
TOF
422.20'
FloweFlower VasesVases
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
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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
OPTION 1
OF 137
07/15/21
EXP. 06/30/22 LD201
COLUMBARIUM ELEVATIONS -
TIER 1 - OPTION 1
JD DS
LD109
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
HANDRAIL @
CENTER OF
STAIRWELL
M
ATC
H
LIN
E 'B' O
PTIO
N
SEE L-101
STAIRWELL
UP (BEYOND)
5" TO
HANDRAIL ℄
TYP.
M
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H
LIN
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PTIO
N
M
AT
C H
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N
E 'C
O
PT
IO
N
4'-01
2" 'D1.1' CAP, TYP.
ALL CAPS ON THIS
SHEET, UNLESS
OTHERWISE
SPECIFIED
2" JOINT @ ALL CAP JOINTS
C1.2 COLUMN PIER
C1.1 COLUMN CAP
C1.2 COLUMN CAP
6'L 5 RISER
STAIR, SEE
LD110 FOR
DETAILS
40° BEND
SEE PLAN
D4 COLUMN PIER
D4 CAP
LD110
SCALE:2
TIER 1 ELEVATION - WALL 'C' (OPTION 1)
HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)
40° BEND, SEE PLAN
M
AT
C H
LI
N
E 'C
O
PT
IO
N
STAIRWELL
DOWN (BEYOND)
A1 COLUMN PIER
A1 COLUMN PIER
E4 COLUMN PIER
LD109
10W - 10 NICHE WIDE UNIT8W - 8 NICHE WIDE UNIT, TYP.
UNLESS OTHERWISE NOTED
LD110
WALKWAY TO OVERLOOK PATH
(BEYOND)
M
ATC
H
LIN
E 'C ' - O
PTIO
N
2" JOINT, TYP. @
ALL CAP JOINTS
10W - 10 NICHE WIDE UNIT
10 NICHE WIDE
UNIT, CONT.
SCALE:1
TIER 1 ELEVATION - WALL 'A' (OPTION 1)
HORIZONTAL SCALE - NTS. VERTICAL SCALE - 1/2" = 1' (30" x 42" PAPER)
M
ATC
H
LIN
E 'B' O
PTIO
N
HANDRAIL @ CENTER
OF STAIRWELL
FLOWER
WATERING
STATION
AutoCAD SHX Text
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AutoCAD SHX Text LICENSED PROFESSIONAL LANDSCAPE ARCHITECT No. 51899
AutoCAD SHX Text F
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40 501 10 20 30
TOC
433.09'
TOC
433.09'
TOC
428.85'
TOC
432.09'
TML
427.47'TML
427.27'
TML
427.80'TSW
427.80'TSW
427.80'
TOF
423.02'
TOF
423.02'
TOF
423.02'
50 60 70 80
TOF
426.51'
TOF
427.26'
TOC
434.37'
TOC
434.37'
TOC
432.87'
TML
428.46'
TML
429.08'
TML
429.08'TSW
429.08'
1 10 20 30 40
TOF
425.62'
TOF
426.51'
TOC
433.75'
TOC
433.75'
TML
427.83'
TML
428.46'TSW
428.46'
FloweFlower VasesVases
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 jri ch ne r s av ed :7
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0:
lo t:7
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2:
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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…
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