03 Final Design NMCP 899CM3028_IC3029_CM3030_PG 12-26_210815.pdf

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 138

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

LIMITED CONTRACTOR

STAGING (ON-SITE)

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

12 137

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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5_ o_ co ns t a cc es s an d ph as in g.

dw jd ei av ed

:7 /1

2/

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:5

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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 138

07/15/21

EXP. 06/30/22

0 30' 60'

LEGEND

TEMPORARY CONSTRUCTION FENCE

CONTRACTOR STAGING AREA

KEY ACCESS ROUTES TO REMAIN

OPEN TO VISITORS.

EXISTING ASPHALT PAVEMENT

FULL DEPTH ASPHALT PAVEMENT

REPLACEMENT

1 COLUMBARIA COURT 14 - BASE BID OPERATIONS PLAN

1" = 30'

TEMPORARY CHAIN LINK FENCE

WITH VISUAL SCREENING

SHALL BE PLACED OUTSIDE OF

ALL INTERMENT SECTIONS.

TEMPORARY CONSTRUCTION

FENCE ON SUPPORT STANDS MAY

BE UTILIZED IN LIEU OF DRIVEN

POSTS WHERE OCCASIONAL

ADJUSTMENTS MAY BE

REQUIRED.

TERMINATE TEMPORARY

CONSTRUCTION FENCE INTO

EXISTING VEGETATION

TERMINATE TEMPORARY

CONSTRUCTION FENCE INTO

EXISTING VEGETATION

PROVIDE LOCKABLE SWING

GATES AT ACCESS POINTS.

FIELD LOCATE.

2 PUBLIC RESTROOM BUILDING OPPERATIONS PLAN

1" = 30'

TERMINATE TEMPORARY

CONSTRUCTION FENCE

AT END COLUMN OF

COLUMBARIA.

TEMPORARY CONSTRUCTION

FENCE ON SUPPORT STANDS MAY

BE UTILIZED IN LIEU OF DRIVEN

POSTS WHERE OCCASIONAL

ADJUSTMENTS MAY BE REQUIRED

PROVIDE LOCKABLE

SWING GATE AT

ACCESS POINTS.

FIELD LOCATE

ACCESS SHALL BE MAINTAINED

TO COLUMBARIA COURT 13 FOR

DURATION OF PROJECT

TEMPORARY CONSTRUCTION

FENCE SHALL BE LOCATED

OUTSIDE OF ALL INTERMENT

SECTIONS

COLUMBARIA COURT 13

INTERMENT SECTION U

INTERMENT SECTION M

INTERMENT SECTION I

EXISTING FLAG POLE

GENERAL NOTES

SITE ACCESS

1. FIELD LOCATE AND INSTALL LOCKABLE SWING GATES AT

ACCESS POINTS OF TEMPORARY CONSTRUCTION FENCING.

2. TEMPORARY ROCK CONSTRUCTION ENTRANCES SHALL BE

INSTALLED AT ACCESS POINTS TO PREVENT SEDIMENT

TRACKING AWAY FROM CONSTRUCTION AREAS. REFER TO

EROSION CONTROL PLANS AND SWPPP FOR ADDITIONAL

INFORMATION.

INTERMENT SECTION 2

INTERMENT SECTION L

0 30' 60'

OUTER DRIVE

OUTER DRIVE

PUOW

AIN

A D

RIV

E

MALL

D

RIV

E N

3 MAINTENANCE PARKING / CONSTRUCTION STAGGING AREA

1" = 30'

TERMINATE TEMPORARY

CONSTRUCTION FENCE

TO CONTINUE TO EDGE

OF ROCK OUTCROPPING.

PROVIDE LOCKABLE

SWING GATE AT

ACCESS POINTS.

FIELD LOCATE

ACCESS SHALL BE MAINTAINED

TO EXISTING TUNNELS

DURATION OF PROJECT

TEMPORARY CONSTRUCTION

FENCE SHALL BE LOCATED

OUTSIDE OF ALL INTERMENT

SECTIONS

0 30' 60'

OUTER DRIVE SOUTH

CNJWD

0 30' 60'

1 COLUMBARIA COURT 14 - OPERATIONS PLAN

1" = 30'

TEMPORARY CHAIN LINK FENCE

WITH VISUAL SCREENING

SHALL BE PLACED OUTSIDE OF

ALL INTERMENT SECTIONS.

TEMPORARY CONSTRUCTION

FENCE ON SUPPORT STANDS MAY

BE UTILIZED IN LIEU OF DRIVEN

POSTS WHERE OCCASIONAL

ADJUSTMENTS MAY BE

REQUIRED.

TERMINATE TEMPORARY

CONSTRUCTION FENCE INTO

EXISTING VEGETATION

TERMINATE TEMPORARY

CONSTRUCTION FENCE INTO

EXISTING VEGETATION

PROVIDE LOCKABLE SWING

GATES AT ACCESS POINTS.

FIELD LOCATE.

INTERMENT SECTION 2

INTERMENT SECTION L

OUTER DRIVE

O-101

CONSTRUCTION ACCESS &

PHASING ENLARGMENTS

N N

N

N

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 s he et s\

5_ o_ co ns t a cc es s an d ph as in g.

dw jd ei av ed

:7 /1

2/

:1 lo t:7

/1 4/

:5

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 138

07/15/21

EXP. 06/30/22

CNJWD

FA

BR

IC

W

ID

TH

3'

10'-0" MAXIMUM10'-0" MAXIMUM

6"

3' -6

" M

IN

12" MIN. DIA.

CONCRETE BASE ONLY ON

LINE POSTS TO BE EQUALLY SPACED

2"

CORNER, END, OR PULL POST

BRACE RAIL

CLIPS (TYP.)

LINE POST

(9 GAGE, 2" MESH)

BOTTOM OF FABRIC

LINE POST

TENSION WIRE

GRADE

HOG RINGS (TYP.)

CHAIN-LINK FABRIC

TRUSS ROD

(3/8" MIN. DIA.)

TIE WIRES OR 7

FE

ET

TENSION WIRE

FABRIC SHALL HAVE UPWARD TWIST

CORNERS & GATE POSTS

NOTE:

1. PROVIDE GREEN VISUAL SCREEN. SCREEN TO BE WIND PERMEABLE FABRIC, SECURED WITH SUFFICIENT NON-MARKING FASTNERS TO

REMAIN SOUNDLY IN PLACE.

2. PROVIDE LOCKABLE SWING GATE(S) AT ACCESS POINTS. FIELD LOCATE.

3. WHERE TEMPORARY CONSTRUCTION FENCE MAY REQUIRE ADJUSTMENT IN TRANSITION AREAS, SUPPORT STANDS MAY BE USED IN LIEU

OF DRIVEN POSTS. THESE SUPPORTS SHALL BE WEIGHTED DOWN TO PREVENT UNWANTED MOVEMENT IN THE FENCE.

AS REQUIRED

AS REQUIRED

6" MINIMUM

1"-2" WASHED ROCK

1 TEMPORARY CONSTRUCTION FENCE (CHAIN-LINK)

NTS 2 ROCK CONSTRUCTION ENTRANCE

NTS

3 EXISTING TREE PROTECTION DETAIL

NTS

INFILL AGGREGATE

GEOCELL SYSTEM

INFILL AGGREATE

GEOTEXTILE

SUBGRADE

NOTES:

1. PROVIDE GEOTEXTILE SEPARATION LAYER.

2. WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL TO A MINIMUM 95% STANDARD PROCTOR.

3. EXPAND THE GEOCELL SECTIONS INTO POSITION AND CONNECT THE END TO END AND INTERLEAF

CONNECTIONS WITH ATRA KEYS.

4. PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND COMPACT TO A MINIMUM

95% STANDARD PROCTOR.

5. PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED.

TYPICAL TREE ROOT PROTECTION SYSTEM

ISOMETRIC

TYPICAL TREE ROOT PROTECTION SYSTEM

CROSS SECTION

TREE PROTECTION

AREA - DO NOT ENTER

TEMPORARY

FENCING

FENCE POST

TEMPORARY

SIGNS

CRITICAL ROOT ZONE

TREE PROTECTION AREA

1. UNDER THE GUIDANCE OF AN CERTIFIED ARBORIST AND THE COR, ERECT

TEMPORARY POSTS, FENCING AND SIGNS AT THE CRITICAL ROOT ZONE LIMIT

OR AS DIRECTED OTHERWISE.

2. TREE PROTECTION SHALL BE ERECTED TO PROVIDE A CONTINUOUS

BARRICADE BETWEEN THE TREE AND WORK AREA PRIOR TO ANY

CONSTRUCTION ACTIVITY.

3. ANY WORK REQUIRED WITHIN THE CRITICAL ROOT ZONE AREA SHALL BE

CONDUCTED UNDER FULL TIME OBSERVATION OF A CERTIFIED ARBORIST.

4. REFER TO SPECIFICATION SECTION 02 35 00 TREE PROTECTION AND

PRESERVATION FOR ADDITIONAL REQUIREMENTS.

4 TREE ROOT PROTECTION DETAIL

NTS

O-501

CONSTRUCTION ACCESS &

PHASING DETAILS

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

INTERMENT SECTION L

INTERMENT SECTION H

INTERMENT SECTION G

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

_b as e bi d_ de m o.

dw m to lk ki ne n sa ve d:

7/

/2

3:

P

M lo t:7

/1 4/

:0

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 138

DEMOLITION PLAN

N

1 BASE BID - DEMOLITION PLAN

SCALE: 1" = 20'

0 20' 40'

VICINITY MAP

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. CONTRACTOR TO COORDINATE WITH COR, UTILITY COMPANIES AND CITY FOR TEMPORARY UTILITY CONNECTION/DISCONNECTS.

7. 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.

8. 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.

9. REFER TO IRRIGATION PLANS FOR DEMOLITION OF EXISTING IRRIGATION ITEMS.

CONTRACTOR SHALL MAINTAIN

ACCESS TO THE OVERLOOK. IF

ACCESS WILL BE UNAVAILABLE, THE

CONTRACTOR SHALL NOTIFY &

COORDINATE WITH THE COR &

CEMETERY STAFF A MINIMUM OF 14

DAYS IN ADVANCE.

REMOVE ALL CONCRETE

WALLS, BENCHES & PLANTERS

FULL DEPTH

TREE PRESERVATION & PROTECTION NOTES

1. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES OCCURRING ON SITE.

2. WHERE CONSTRUCTION ACTIVITIES IMPEDE THE CRITICAL ROOT ZONE OF TREES, THE CONTRACTOR SHALL FOLLOW

PROCEDURES OUTLINED IN SPECIFICATION 02 35 00

APPROXIMATE CRITICAL ROOT ZONE:

WHERE CONSTRUCTION ACTIVITY WILL IMPEDE

THE CRITICAL ROOT ZONE, CONTRACTOR SHALL

INSTALL TREE ROOT PROTECTION SYSTEM ONCE

EXISTING PAVEMENT HAS BEEN REMOVED. CAP AND

ABANDON IN PLACE ALL EXISTING UTILITIES WITHIN

CRITICAL ROOT ZONE.

EH MT 15

D-101

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

23+00

24+00 25+00

26+00

27+00

28+00

PT: 23+18.60

PC: 23+55.74

PT

: 2

4+

.0

PC

: 2

6+

.1

PT: 27+28.89

23+00

24+00 25+00

26+00

27+00

28+00

SAW-CUT

Station=23+39.34

SAW-CUT

Station=27+84.91

INTERMENT SECTION L

INTERMENT SECTION H

INTERMENT SECTION 2 12.0'

CURB TRANSITION

Station=27+38.42

Offset=11.000

PC: 23+55.74

PC: 26+48.10

PT: 23+18.60

PT

: 2

4+

.0

PT: 27+28.89

0.

23+00

0.

0.

0.

9.

24+00

1.

1.

3.

2.

25+00

5.

4.

6.

5.

26+00

6.

7.

7.

8.

27+00

5.

5.

3.

28+00

0.

28+50

-2.04%

3.49%

1.17%

2.79%-1.87%

-4.97%

2.45%

PVI STA = 25+69.16

PVI ELEV = 415.79

A.D. = -2.32% K = 12.91

30.00' VC

BV

C

S:

5+

.1

BV

C

E:

.2

EV

C

S:

5+

.1

EV

C

E:

.9

PVI STA = 26+82.75

PVI ELEV = 417.76

A.D. = -4.66% K = 8.59

40.00' VC

BV

C

S:

6+

.7

BV

C

E:

.2

EV

C

S:

7+

.7

EV

C

E:

.3

HIGH PT. STA = 26+86.71

HIGH PT ELEV = 417.54

PVI STA = 27+31.24

PVI ELEV = 416.86

A.D. = -3.11% K = 9.66

30.00' VC

BV

C

S:

7+

.2

BV

C

E:

.1

EV

C

S:

7+

.2

EV

C

E:

.1

-2.04%

3.49%

1.17%

2.79%-1.87%

-4.97%

2.45%

PV

IS

: 2 3+

.3

PV

IE

: 4

.2

PV

IS

: 2 7+

.9

PV

IE

: 4

.1

PVI STA = 26+82.75

PVI ELEV = 417.76

A.D. = -4.66% K = 8.59

40.00' VC

BV

C

S:

6+

.7

BV

C

E:

.2

EV

C

S:

7+

.7

EV

C

E:

.3

HIGH PT. STA = 26+86.71

HIGH PT ELEV = 417.54

PVI STA = 27+31.24

PVI ELEV = 416.86

A.D. = -3.11% K = 9.66

30.00' VC

BV

C

S:

7+

.2

BV

C

E:

.1

EV

C

S:

7+

.2

EV

C

E:

.1

PVI STA = 25+69.16

PVI ELEV = 415.79

A.D. = -2.32% K = 12.91

30.00' VC

BV

C

S:

5+

.1

BV

C

E:

.2

EV

C

S:

5+

.1

EV

C

E:

.9

PVI STA = 26+42.84

PVI ELEV = 416.65

A.D. = 1.62% K = 18.51

30.00' VC

BVCS: 26+27.84

BVCE: 416.47

EVCS: 26+57.84

EVCE: 417.07

PVI STA = 23+69.81

PVI ELEV = 409.59

A.D. = 4.49% K = 11.13

50.00' VC

BV

C

S:

3+

.8

BV

C

E:

.1

EV

C

S:

3+

.8

EV

C

E:

.2

LOW PT. STA = 23+67.57

LOW PT ELEV = 409.87

PVI STA = 24+42.80

PVI ELEV = 411.38

A.D. = 1.04% K = 47.89

50.00' VC

BV

C

S:

4+

.8

BV

C

E:

.7

EV

C

S:

4+

.8

EV

C

E:

.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

_b as e bi d_ si te

.d w m to lk ki ne d:

7/

/2

2:

lo t:7

/1 4/

:0

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 138

C-101

SITE PLAN & PROFILE

N

SITE PLAN NOTES

1 BASE BID - SITE PLAN - PLAN VIEW

SCALE: 1" = 20'

0 20' 40'

MTEH

1. ALL HANDICAPPED STALLS AND ACCESS RAMPS SHALL COMPLY WITH

CURRENT ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY

STANDARDS.

2. 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.

9.0 '18.0'

6.

0'

R 15.0'

4.8'

R

.0

6.

0'

R40.0'

R40.0'

R40.0'

R40.0'

22.0'

2 BASE BID - SITE PLAN - PROFILE VIEW - STA. 23+00 - 29+00

SCALE: H: 1" = 20' V: 1" = 5'

3 BASE BID - HORIZONTAL GEOMETRY - STA. 23+00 - 29+00

SCALE: NTS

R1 5.

0'

22.0'

R15.0'

4 POINT TABLE

SCALE: NTS

SEE LC-SERIES SHEETS

FOR BASE BID

COLUMBARIUM 14 DETAILS

PROPOSED GRADE

EXISTING GROUND

.0

10.1'

11.0'

PROPOSED ELEVATION

EXISTING ELEVATION

LEGEND

OUTER DRIVE SOUTH 9

19 TYP.

VICINITY MAP

R2.0'

.8'

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

23+00

24+00 25+00

26+00

27+00

28+00

PC

: 2

2+

.0

PT: 23+18.60

PC: 23+55.74

PT

: 2

4+

.0

PC

: 2

6+

.1

PT: 27+28.89

INTERMENT SECTION L

INTERMENT SECTION H

434436437438

443444

R 427.02

R 433.62

R 410.21

R 410.62

R 416.20

R 419.45

R 424.66 R 424.44

R 427.76

R 429.11

R 433.26 R 433.22

R 433.59

R 433.70

R 433.61

R 433.78

R 440.60

R 440.98

R 440.89 R 442.03

R 442.57

ME FL 409.47

FL 409.80

TBC 410.30

FL 409.73

TBC 410.23

FL 416.68

TBC 417.09

FL 414.60

TBC 415.02ME FL 413.94

ME FL 414.25

TBC 415.27

FL 414.85

TBC 417.39

FL 416.89

TBC 417.61

FL 417.11

TBC 411.42

FL 410.92

ME FL 409.97

TC 416.33

TC 416.94

FL 416.57

TBC 417.07

TBC 412.89

FL 412.39

TBC 412.20

FL 411.70

TBC 411.88

FL 411.38

TC 412.99

TC 412.32

FL 410.57

TBC 411.07

TBC 417.12

FL 416.70

FL 416.00

TBC 416.50

TBC 417.20

FL 416.70

TC 417.28

TBC 416.61

FL 416.57

TBC 416.54

FL 416.50

TC 416.63TC 416.70

TBC 416.91

FL 416.41

TC 417.00

416.60 416.43

415.88416.06416.23

416.34 416.15 1.2%

1.4%

8.2%

6.2%

TBC 417.00TBC 417.28 TBC 417.13TBC 417.21

TBC 417.15

FL 416.65

TBC 416.93

FL 416.43

TBC 416.96

FL 416.46

+0

FL 417.32

TBC 417.37

FL 417.31

TBC 417.36

TC 417.57

FL 417.56

TBC 418.06

FL 417.66

TBC 418.16

2.0%

0.

9%

0.

7%

FL 417.27

TBC 417.69

FL 417.26

TBC 417.76

FL 417.63

TBC 417.67

FL 417.72

TBC 417.76

TC 417.66

TC 417.71

TC 417.62

TBC 417.66TBC 417.74

24+00

R 409.66

8.

1%

6.

1%

TC 411.09

TC 411.15

TBC 410.65

FL 410.15

FL 409.84

TBC 409.89FL 410.45

TBC 410.95

FL 409.69

TBC 409.73

FL 409.66

TBC 410.16

TC 409.73

TC 409.58

TC 410.03

TBC 410.89

FL 410.39

TBC 410.30

FL 410.26

TBC 410.15

FL 410.11

TBC 410.58

FL 410.08

TC 410.65

TC 410.73TC 411.03

TC 410.79

TC 410.26

TC 410.17

TC 410.07

TC 409.95

TC 411.21

TBC 410.65

TBC 410.57

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_ gr ad in g.

dw eh ed m an av ed :7

/1 4/

:2 lo t:7 /1

4/

:0

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 138

CG101

GRADING PLAN

N

1 BASE BID - GRADING PLAN

SCALE: 1" = 20'

0 20' 40'

MTEH

3 INSET B

SCALE: 1"=5'

N0 5' 10'

SEE INSET B

2 INSET A

SCALE: 1"=5'

N 0 5' 10'

4 INSET C

SCALE: 1"=5'

N0 5' 10'

SEE INSET A

SEE INSET C

4 4

TYP.

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 BASE BID WORK = 8,000 CY

VICINITY MAP

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+00

24+00 25+00

26+00

27+00

28+00

PT: 23+18.60

PC: 23+55.74

PT

: 2

4+

.0

PC

: 2

6+

.1

PT: 27+28.89

C O w1 w1 w1 w1 w1 w1 w w3 w 1 w 1 w 1 w 1

W6 W6 W6 W6 W6 W6 W6

W6

W6

W

W

0+00

1+00

2+

3+00

4+

5+

6+00 7+00

7+81

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

C O

C O

CO

C O

C O

60 LF 12" HDPE @ 0.83% 116 LF 12" HDPE @ 1.31%

16 LF 12" HDPE @ 18.89%

25 LF 12" HDPE @ 14.75%

28 LF 12" HDPE @ 7.89%

31 LF 6" HDPE

ST @ 1.00%

26 LF 6" HDPE @ 1.00%

18 LF 6" HDPE

ST @ 16.97%

123 LF 18" HDPE @ 0.87%

68 LF 18" HDPE @ 8.83%

215 LF 18" HDPE @ 3.00% 59 LF 18" HDPE @ 3.00%

71 LF 18" HDPE @ 2.99%

16 LF 12" HDPE

ST @ 15.40%

26 LF 12" HDPE @ 1.00%

19 LF 12" HDPE @ 32.07%

89 LF 6" HDPE @ 1.00%

31 LF 18" HDPE @ 1.76%

BP

: 0

+0 0.

EP

: 7

+8 1.

PI

: 0

+6 0.

PI

: 1

+7 6.

PI

: 1

+9 2.

PI: 2+17.87

PI: 2+45.60

PI: 3+68.79

PI: 3+88.58

PI: 4+36.86

PI: 5+07.65

PI

: 7

+2 2.

CBMH-101

RIM ???

INV 438.42 (12" OUT)

CBMH-102

RIM ???

INV 437.92 (12" IN)

INV 437.81 (12" OUT)

CBMH-103

RIM ???

INV 436.29 (12" IN)

INV 434.29 (12" OUT)

CBMH-104

RIM ???

INV 431.26 (12" IN)

INV 429.26 (12" OUT)

INV 431.26 (12" IN)

CBMH-201

RIM ???

INV 430.65 (6" IN)

INV 430.65 (6" OUT)

CBMH-200

RIM ???

INV 430.95 (6" OUT)

CBMH-203

RIM ???

INV 430.05 (6" IN)

INV 430.05 (6" OUT)CBMH-202

RIM ???

INV 430.35 (6" IN)

INV 430.35 (6" OUT)

CBMH-204

RIM ???

INV 429.74 (6" IN)

INV 429.74 (6" OUT)

CBMH-206

RIM ???

INV 428.59 (6" IN)

INV 428.59 (6" OUT)

CBMH-105

RIM ???

INV 425.50 (6" IN)

INV 425.50 (12" IN)

INV 423.50 (12" OUT)

INV 425.50 (6" IN)

CBMH-302

RIM ???

INV 422.04 (6" IN)

INV 422.04 (6" IN)

INV 422.04 (12" OUT)

CBMH-107

RIM ???

INV 419.53 (18" IN)

INV 419.53 (18" OUT)

INV 419.53 (12" IN)

CBMH-301

RIM ???

INV 423.14 (6" IN)

INV 423.14 (6" IN)

CBMH-106

RIM ???

INV 421.31 (6" IN)

INV 421.31 (12" IN)

INV 420.60 (18" OUT)

CBMH-109

RIM ???

INV 413.52 (18" IN)

INV 413.52 (18" IN)

INV 413.52 (18" OUT)

CBMH-110

RIM ???

INV 411.40 (18" IN)

INV 411.40 (18" OUT)

CBMH-111

RIM ???

INV 404.96 (18" IN)

INV 404.96 (18" OUT)

CBMH-701

RIM ???

INV 437.32 (6" IN)

INV 437.32 (12" OUT)

CB-113

RIM ???

INV 404.86 (12" OUT)

CBMH-112

RIM ???

INV 403.20 (18" IN)

INV 403.20 (18" OUT)

INV 404.60 (12" IN)

CBMH-400

RIM ???

INV 414.07 (18" OUT)

CBMH-205

RIM ???

INV 429.48 (6" IN)

INV 429.48 (6" OUT)

C O

C O

CO

CO

C O

89 LF 6" HDPE @ 1.00%

31 LF 6" HDPE

ST @ 1.00%

30 LF 6" HDPE

ST @ 1.00%

29 LF 6" HDPE

ST @ 1.00%

ME 443.68

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 m to lk ki ne d:

7/

/2

:3

AM

lo t:7 /1

6/

:1

AM

Office of Design and Construction Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15785

NMCP

GRAVESITE EXPANSION AND

CEMETERY IMPROVEMENTS

899CM3030

JULY 15, 2021

HONOLULU, HAWAII

BIDDING DOCUMENTS

BIDDING DOCUMENTS

Date:

Mechanical, Electrical, Technology & Structural Engineering:

IMEG, Inc.

623 26th Avenue Rock Island, IL 61201

(309) 788-0673 Wade Ross

Irrigation Engineering

EC Design Group, Ltd 400 5th St.

West Des Moines, IA 50265

(515) 225-6365 Erik Christiansen

Cost Estimating, Scheduling, Value Engineering

Leland Saylor Associates 1777 Oakland Blvd #103 Walnut Creek, CA 94596

(310) 207-6900 Tommy Vest

Kokua Geotech, LLC 94-974 Pakela St., Suite 109 Waipahu, HI 96797

(808) 397-6974 Tim (Xiaobin) Lin

BASE BID

07/15/21

EXP. 04/30/22

OF 138

CU101

UTILITY PLAN

N

SHEET NOTES

1 BASE BID - UTILITY PLAN

SCALE: 1" = 20'

0 20' 40'

MTEH

VICINITY MAP

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.

STRUCTURE SCHEDULE

STRUCTURE SIZE CASTING (OR APPROVED

EQUAL)

CBMH-101 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"

DROP-IN GRATE

CBMH-102 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"

DROP-IN GRATE

CBMH-103 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"

DROP-IN GRATE

CBMH-104 48" DIA. CONCRETE NEENAH R-2501

CBMH-105 48" DIA. CONCRETE NEENAH R-2501

CBMH-106 48" DIA. CONCRETE NEENAH R-2501

CBMH-107 48" DIA. CONCRETE NEENAH R-2501

CBMH-109 60" DIA. CONCRETE NEENAH R-2501

CBMH-110 TYPE D (1) TYPE B (1)

CBMH-111 TYPE D (1) TYPE B (1)

CBMH-112 TYPE D (1) TYPE B (1)

CBMH-113 TYPE D (1) TYPE B (1)

CBMH-200 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-201 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-202 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-203 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-204 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-205 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-301 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-302 10" DIA. HDPE NYLOPLAST DUCTILE IRON 10"

DROP IN GRATE

CBMH-400 48" DIA. CONCRETE NEENAH R-2501

CBMH-701 18" DIA. HDPE NYLOPLAST DUCTILE IRON 18"

DROP-IN GRATE

(1) HDOT STANDARD PLAN H-01D

SEE SHEET CU102 FOR

PROPOSED STORM PROFILE

14 13

18"x6" TEE

NOTE:

ELECTRICAL AND COMMUNICATION UTILITIES

SHOWN FOR REFERENCE ONLY. REFER TO

ELECTRICAL AND TECHNOLOGY PLANS FOR

ADDITIONAL BASE BID REQUIREMENTS.

EXCAVATION FOR UTILITY TRENCHES SHALL NOT

IMPEDE INTERMENT SECTION AND COLUMBARIA FOOTINGS.

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

2.

2.

0+00

2.

5.

2.

5.

1+00

1.

7.

4.

1.

2+00

4.

4.

4.

3.

3+00

4.

5.

4.

6.

3+69

60 LF 12" HDPE @ 0.83%

116 LF 12" HDPE @ 1.31%

16 LF 12" HDPE @ 18.89%

25 LF 12" HDPE @ 14.75%

28 LF 12" HDPE @ 7.89%

123 LF 18" HDPE @ 0.87%

CBMH-107

RIM 424.44

INV 419.53 (N)

INV 419.53 (SE)

INV 419.53 (SW)

C

BM

H -1

R

IM

.6

IN

V

1.

(N W

IN

V

0.

(S

C

BM

H -1

R

IM

.1

IN

V

5.

(N W

IN

V

3.

(S E)

IN

V

5.

(S

C

BM

H -1

R

IM

.9

IN

V

1.

(S W

IN

V

9.

(S E)

IN

V

1.

(N

E)

C

BM

H -1

R

IM

.8

IN

V

6.

(S

IN

V

4.

(N

E)

C

BM

H -1

R

IM

.0

IN

V

7.

(S

IN

V

7.

(N

CBMH-101

RIM 442.57

INV 438.42 (N)

4.

6.

3+69

1.

9.

4+00

8.

8.

6.

7.

5+00

5.

5.

4.

4.

6+00

2.

2.

1.

1.

7+00

9.

0.

9.

9.

7+81

68 LF 18" HDPE @ 8.83%

C

BM

H -1

R

IM

.4

IN

V

3.

(N W

IN

V

3.

(S

IN

V

3.

(E

71 LF 18" HDPE @ 2.99%

C

BM

H -1

R

IM

.2

IN

V

1.

(W

IN

V

1.

(N

215 LF 18" HDPE @ 3.00%

C

BM

H -1

R

IM

.6

IN

V

4.

(S

IN

V

4.

(N

59 LF 18" HDPE @ 3.00%

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

_b as e bi d_ ut ilit ie s.

dw m to lk ki ne d:

7/

/2

:3 lo t:7 /1

4/

:0

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 138

CU102

UTILITY PROFILE

N

1 BASE BID - STORM PROFILE - STA. 0+00 - 3+69.13

SCALE: H: 1" = 20' V: 1" = 5'

0 20' 40'

MTEH

2 BASE BID - STORM PROFILE - STA. 3+69.13 - 7+80.63

SCALE: H: 1" = 20' V: 1" = 5'

PROPOSED GRADE

EXISTING GROUND

PROPOSED ELEVATIONEXISTING ELEVATION

PROPOSED GRADE

EXISTING GROUND

PROPOSED ELEVATIONEXISTING 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.

6" PVC IRRIGATION LINE

4" PVC DOMESTIC LINE VICINITY MAP

1" WATERLINE

1.5' MIN. COVER

1.5' MIN.

COVER

1" WATERLINE

6" SOLID PVC

DRAINTILE

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 424.66

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%

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 m to lk ki ne d:

7/

/2

:3 lo t:7 /1

4/

:0

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 138

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

KEY NOTES

X.X%

CONSTRUCTION LIMITS

SILT FENCE

BIO-ROLL

EROSION CONTROL BLANKET

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

NEW CURB AND GUTTER

INTERMENT SECTION LIMITS

SLOPE PERCENTAGE ARROW

INLET PROTECTION

TREE PROTECTION

SILT FENCE. SEE DETAIL 15/CD101

INLET SEDIMENT PROTECTION. SEE DETAIL 16/CD101

BIO-ROLL. SEE DETAIL 17/CD101

EROSION CONTROL BLANKET. SEE DETAIL 18/CD101

23+00

24+00 25+00

26+00

27+00

28+00

29+00

PC

: 2

2+

.0

PT: 23+18.60

PC: 23+55.74

PT

: 2

4+

.0

PC

: 2

6+

.1

PT: 27+28.89

PC: 28+78.64

R 427.02

R 433.62

R 410.21

R 410.62

R 416.20

R 419.45

R 424.66

R 424.44

R 427.76

R 429.11

R 433.26 R 433.22

R 433.59

R 433.70

R 433.61

R 433.78

R 440.60

R 440.98

R 440.89 R 442.03

R 442.57

INTERMENT SECTION L

INTERMENT SECTION H

INTERMENT SECTION 2

.2

.9

.0

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.4

.8

15.5%

5 41

410410410

415415

413414

R 420.23

R 409.66

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

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7/

/2

4:

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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 138

CE101

EROSION CONTROL PLAN

N

1 BASE BID - GRADING PLAN

SCALE: 1" = 20'

0 20' 40'

MTEH

TYP.

VICINITY MAP

PROJECT DESCRIPTION/LOCATION

THE NATIONAL MEMORIAL CEMETERY OF THE PACIFIC (NMCP), HAWAII GRAVESITE EXPANSION

AND CEMETERY IMPROVEMENTS IS LOCATED IN THE CITY OF HONOLULU IN HONOLULU COUNTY

BOUNDED ON THE NORTH BY PUOWAINA DRIVE, WEST AND SOUTH BY PROSPECT STREET AND

THE EAST BY AUWIOLIMU STREET. THE PROPERTY EXTENDS SOUTH FROM COMMERCIAL

PROPERTY TO THE NORTH AND NORTH FROM COMMERICIAL PROPERTY TO THE SOUTH ,

LOCATED IN OAHU WATERSHED. THE PROPOSED SITE ENCOMPASSES 118 ACRES.

THE PLANNED SCOPE OF THE PROJECT INCLUDES:

· THE INSTALLATION OF EROSION CONTROL MEASURES AS REQUIRED FOR THE MASS

GRADING OF THE SITE FOR THE CONSTRUCTION OF NEW COLUMBARIA AND UPGRADING

ROADS AND UTILITIES.

· GRADING AS REQUIRED FOR THE INSTALLATION OF THE STRUCTURES, ROADS, AND

PARKING LOTS.

· PLACEMENT OF CONCRETE AS REQUIRED TO ESTABLISH CURB, GUTTER, AND SIDEWALKS

THROUGHOUT THE SITE..

RECEIVING WATERS

THESE WATERS ARE LOCATED WITHIN ON MILE (AERIAL RADIUS) OF THE PROJECT LIMITS AND

RECEIVE RUNOFF FROM THE PROJECT SITE. DUE TO THE PROXIMITY OF THE RECEIVING

WATERS, THE BMPS DESCRIBED IN APPENDIX A OF THE NPDES PERMIT MAY APPLY TO ALL

AREAS OF THE…