3 of 5 899-MM-FY21-006_Bidding Document Plans_2023-04-11.pdf

CS103

SIDEWALK AT FRONT ENTRY

PYLON - SITE PLAN

N

0 10' 20'

CNEH

PEDESTRIAN

CONCRETE

PAVEMENT

VERTICAL

CURB &

GUTTER

NEW CONCRETE PAVEMENT

NEW ASPHALT PAVEMENT

NEW CURB

CONSTRUCTION LIMITS

TEMPORARY CONSTRUCTION FENCE

LEGEND

KEY NOTES

NOTES

1. ALL CONSTRUCTION ACTIVITIES SHALL BE CONFINED TO THE WORK

LIMITS SHOWN ON PLANS. ANY WORK OCCURRING OUTSIDE OF THE

DEFINED LIMITS SHALL BE APPROVED BY THE COR PRIOR.

2. CONSTRUCTION STAGING AND MATERIAL STORAGE SHALL OCCUR

WITHIN CONSTRUCTION LIMITS. NO STORAGE AREA WILL BE PROVIDED

OR PERMITTED OUTSIDE OF THE WORK LIMITS DURING CONSTRUCTION.

3. TWO-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES ON PUOWAINA

DRIVE. IN THE EVENT TEMPORARY LANE CLOSURES ARE NEEDED,

TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR.

Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

VICINITY MAP

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

MOVEABLE

TRAFFIC

BARRIERS

CHAIN-LINK

FENCE

CS501

PRECONSTRUCTION

DETAILS

F A

B R

I C

W

I D

T H

10'-0" MAXIMUM

10'-0" MAXIMUM

M

I N

12" MIN. DIA.

CONCRETE BASE ONLY ON

LINE POSTS TO BE EQUALLY SPACED

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

F

E E

T

TENSION WIRE

FABRIC SHALL HAVE UPWARD TWIST

CORNERS & GATE POSTS

NOTE:

1. PROVIDE NEW 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.

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.

2"

5"

1'-0"

5"

14" MAX.

4'-0"

MIN.

3'-0"

6"

8'-0"

9" MAX.

5"

5"

6'-0"

5"

ELEVATION

SECTION ON

NOT TO SCALE

CENTER TO

BE WHITE

SURROUNDING

BORDER TO BLUE

BORDER MEMBER

PAINTED BLACK

BACKGROUND

TO BE PAINTED

WHIITE

OPTIMA BOLD

STYLE 5" HIGH

LETTERING

METAL FACE

WHITE ENAMEL

2"X4" FRAME AND

BRACE IN BACK

LETTERING TO BE

OPTIMAL BOLD

STYLE 1 1/2" HIGH

TO BE CENTERED

HORIZONTAL

PAINT BORDER

MEMBER BLACK

ENAMEL

2"X4" FRAME

AND BRACES IN

SAME PLANE

METAL FACE

4"x4" METAL POSTS

PAINTED WHITE

STRETCH METAL

FACE TIGHT, TURN

OVER FRAME AND

SECURE WITH

FLAT HEAD

DEFORMED NAILS

2"

4"

3'-0"

VARIES

3'-0"

4'-0"

2"

1 3/4"

2"

ELEVATION

TEMPORARY CONSTRUCTION SIGNS

TO BE FIELD LOCATED.

VERIFY LOCATION WITH RE.

RED

BLUE

BLUE

OUTLINE

WITH WHITE

INTERIOR

JOINT

BRACING

BLUE

WHITE

BRACING SEE CONSTRUCTION

SIGN DETAIL THIS SHEET

4"X4" POST

FINISHED GRADE

NOTE: DEPENDING UPON CONFIGURATION, ATTACH

FABRIC TO WIRE MESH WITH HOG RINGS, STEEL POSTS

WITH TIE WIRES, OR WOOD POSTS WITH STAPLES.

PLAN VIEW

CB / INLET

STORM INLET

RING SILT FENCE

GEOTEXTILE FABRIC

(SILT FENCE)

FABRIC ANCHORAGE

TRENCH BACKFILL

WITH TAMPED

NATURAL SOIL

WIRE MESH

REINFORCEMENT

METAL OR WOOD

POST OR STAKE

1' MINIMUM

6 INCH MINIMUM

6 INCH MINIMUM

2'

MIN

SCALE:

SILT FENCE DETAIL

NTS

NOTE: DEPENDING UPON CONFIGURATION, ATTACH FABRIC TO

WIRE MESH WITH HOG RINGS, STEEL POSTS WITH TIE WIRES, OR

WOOD POSTS WITH STAPLES.

D

IR

E C

T

IO

N

O

F

R

U

N

O

F F

F L O

W

2' MIN

ENGINEERING FABRIC

FABRIC ANCHORAGE TRENCH

BACKFILL WITH TAMPED

NATURAL SOIL

METAL OR WOOD

POST OR STAKE

WIRE MESH

REINFORCEMENT

(OPTIONAL)

TYPICAL INSTALLATION

NATURAL SOIL

6" MIN.

6" MIN.

SCALE:

TEMPORARY CONSTRUCTION FENCE (CHAIN-LINK)

NTS

SCALE:

STORM DRAIN INLET PROTECTION DETAIL

NTS

SCALE:

CONSTRUCTION SIGN - SP24.01

NTS

SCALE:

EXISTING TREE PROTECTION DETAIL

NTS

SCALE:

CONSTRUCTION SIGN - SP24.04

NTS

TOP RAIL

BOTTOM RAIL

BUTT JOINTS. ENDS OF ROCK/COMPOST

LOG TO BE SECURELY CLOSED TO

PREVENT LOSS OF OPEN GRADED

AGGREGATE FILL. SECURE WITH 50 PSI ZIP

TIE. (TYP.)

GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG

AND 4-6 INCHES IN DIAMETER. SEAM TO BE

JOINED BY TWO ROWS OF STITCHING WITH A

PLASTIC MESH BACKING OR PROVIDE A HEAT

BONDED SEAM (OR APPROVED EQUIVALENT).

FILL LOG WITH AN OPEN GRADED AGGREGATE

CONSISTING OF SOUND DURABLE PARTICLES

OF COARSE AGGREGATE.

SCALE:

BIO-ROLL DETAIL

NTS

Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

EXISTING COLUMBARIUM WALL

THICKENED EDGE CONCRETE

PAVEMENT

DECORATIVE AGGREGATE,

8" DEPTH MIN.

FREE-DRAINING

AGGREGATE / GRANULAR

DRAINAGE BACKFILL

WRAP GRANULAR DRAINAGE BACKFILL

WITH NON-WOVEN GEOTEXTILE FABRIC.

OVERLAP @ TOP 6" MIN

4" HDPE PERFORATED DRAINTILE;

(SEE COLUMBARIUM UTILITY PLAN)

PEDESTRIAN CONCRETE

PAVEMENT, SEE DETAIL

1'

8" 8"

R 12 "

INV. SEE PLANS

SLOPE 1"

PER FT.

1" RAD.

6"

1" RAD.

" M

IN

. 6"

D/4 + 1"

6"

2'-7"

SCALE:3

VERTICAL CURB & GUTTER DETAIL

NTS SCALE:5

ROLL CURB DETAIL

NTSSCALE:1

PEDESTRIAN CONCRETE DETAIL

NTS SCALE:2

ASPHALT PAVEMENT DETAIL

NTS

4" CONCRETE

6" MIN. STRUCTURAL FILL

APPROVED SUBGRADE

#4 LONGITUDINAL

REINFORCING BARS

1"

1"

R= 1'-

2"

R=1 4"

OUTLINE OF STANDARD

6" HIGH CURB

3 13 16"

6"

CURB GRADE

4 25"

CURB LINE

7"

5 14"

5"

2'-7"

4"

NOTE: CURB AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEHIND

BACK OF CURB

NOTE: CURB AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEHIND

BACK OF CURB

SCALE:4

VALLEY GUTTER DETAIL

NTS

NOTES:

1.) SUBGRADE PREPARATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

2.5" MIN. ASPHALT SURFACE COURSE

6" MIN. COMPACTED AGGREGATE BASE

APPROVED SUBGRADE

TACK COAT

3.5" MIN. ASPHALT INTERMEDIATE COURSE

1" RAD.

6"

1" RAD.

" M

IN

. 6"

SCALE:6

LANDSCAPE CURB DETAIL

NTS

1"

NOTE: CURB AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEHIND

BACK OF CURB

NOTES:

1.) SUBGRADE PREPARATION SHALL COMPLY WITH

GEOTECHNICAL REPORT

SCALE:8

CLEANOUT - COLUMBARIA FLOWER STRIP DETAIL

NTS

100' MAX

100' MAX.

4" HDPE

LONG SWEEP

90° BEND

4" HDPE

LONG SWEEP

90° BEND

WYE

HDPE C.O. CAP

TOP OF HDPE C.O. CAP SHALL BE PLACED

2" BELOW DECORATIVE AGGREGATE AS

TO HIDE CLEANOUT, BUT PROVIDE

ACCESS AS NEEDED FOR MAINTENANCE.

DECORATIVE AGGREGATE

DRAINAGE FILL

CS502

PAVEMENT DETAILS

CNEH

SCALE:7

FLOWER GRAVEL STRIP

1 1/2" = 1'-0"

Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

3/4" PER FT.

7"

2'-7"

NOTE: GUTTER AGGREGATE BASE TO BE

MIN. 6" DEPTH AND EXTEND 1' BEYOND

EACH SIDE OF GUTTER.

SCALE:9

CONCRETE JOINT DETAILS

NTS

1 1/4" min.

1 3/4" max.

BACKER ROD

1/8" to 1/4"

SEALANT

1/8"

SAWCUT OR TOOLED

CONTROL JOINT

POLYURETHANE

SEALANT

1/2" NON-EXTRUDING

PRE-MOLDED COMPRESSIBLE

MATERIAL

TOOLED JOINT

EXPANSION JOINT

VICTOR STANLEY S-42 OR

APPROVED EQUAL

SIGN FOR "TRASH" AS NOTED. CLEAR

DECAL WITH WHITE LETTERING,

OPTIMA BOLD TYPEFACE 1-1/2" HIGH.

DETAL SHALL BEL OCATED ON FOUR

(4) SIDES OF EACH RECEPTACLE

ANCHOR RECEPTACLES WITH

STAINLESS STEEL EXPANSION

SHIELDS AND BOLTS PER

MANUFACTURER.

" SQUARE

HOLE FOR

ANCHOR BOLT

TRASH RECEPTACLE:

TAPERED DOME LID

WITH SELF-CLOSING

DOOR

TOP VIEW

BOTTOM VIEW

ELEVATION VIEW

Flower Vases

VICTOR STANLEY S-424

OR APPROVED EQUAL

SIGN FOR "FLOWER VASES"

AS NOTED. CLEAR DECAL

WITH WHITE LETTERING,

OPTIMA BOLD TYPEFACE 1-1/2"

HIGH. DECAL SHALL BE

LOCATED ON FOUR (4) SIDES

OF EACH RECEPTACLE.

ANCHOR RECEPTACLES WITH

STAINLESS STEEL EXPANSION

SHIELDS AND BOLTS PER

MANUFACTURER.

FLOWER VASE RECEPTACLE:

CUSTOM HINGED LID WITH

FLORAL DECALS

HANDLE

" SQUARE HOLE FOR ANCHOR BOLT

TOP VIEW

BOTTOM VIEW

ELEVATION VIEW

FLORAL

REGULATIONS

FRESH CUT FLOWERS MAY BE PLACED ON GRAVES AT ANY TIME. TEMPORARY FLOWER

CONTAINERS ARE AVAILABLE.

FLORAL ITEMS WILL BE REMOVED WHEN THEY BECOME UNSIGHTLY.

ARTIFICIAL FLOWERS MAY BE ALLOWED ON GRAVES FROM NOVEMBER 1ST TO MARCH 1ST.

CHRISTMAS WREATHS, GRAVE BLANKETS AND OTHER SEASONAL ADORNMENTS ARE

PERMITTED ON GRAVES FROM DECEMBER 1ST THROUGH JANUARY 20TH.

PERMANENT PLANTINGS, STATUES, VIGIL LIGHTS, BREAKABLE OBJECTS AND SIMILAR ITEMS

ARE NOT PERMITTED ON GRAVES AT ANY TIME.

PERMANENT ITEMS REMOVED FROM GRAVES WILL BE PLACED IN AN INCONSPICUOUS

HOLDING AREA FOR ONE MONTH PRIOR TO DISPOSAL. DECORATIVE ITEMS REMOVED FROM

GRAVES REMAIN THE PROPERTY OF THE DONOR BUT ARE UNDER THE CUSTODIANSHIP OF THE

CEMETERY. IF NOT RETRIEVED BY THE DONOR, THEY ARE THEN GOVERNED BY THE RULES FOR

DISPOSAL OF FEDERAL PROPERTY.

FLORAL ITEMS AND OTHER TYPES OF DECORATIONS WILL NOT BE SECURED TO HEADSTONES

OR MARKERS.

1'-0"

EQ EQ

1/4"

SIDE VIEW

FRONT VIEW

VARIES, SEE PLANS

NOTES:

1. SEE PLAN FOR CONCRETE SCORING PATTERNS

2. SEE SPECIFICATIONS FOR ADDITIONAL BENCH INFORMATION

CONCRETE

PAVEMENT

(TYP.)

CONCRETE

PAVEMENT

(TYP.)

SEE ENLARGEMENT

FOR ANCHOR DETAIL

BENCH &

CONCRETE PAD

C

L

ANCHORING DETAIL

ENLARGEMENT

" THICK NEOPRENE

WASHER, BELOW

EACH BENCH FOOT

NEOPRENE WASHER

3/8" X 3" LONG S.S.

EXPANSION BOLT WITH S.S.

ACORN TOP NUT &

WASHER AND ACCORDING

TO MANUFACTURER'S

RECOMMENDATIONS.

ANCHORS SHALL BE

VANDAL RESISTANT WITH

THREAD LOCK.

FOOT OF

BENCH

BENCH &

CONCRETE PAD

C

L

ANCHOR BOLTS,

BELOW REFER TO

ENLARGEMENT

COLOR TO BE

POWDER- COATED

VICTOR STANLEY

BRONZE OR

APPROVED

EQUIVALENT TO

MATCH EXISTING.

CONCRETE PAVEMENT

(VARIES, SEE PLAN)

FRONT

BACK

1 2

6'-0

1'

1 4

CS503

SITE DETAILS

-------- Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

SCALE:

TRASH AND FLOWER VASE RECEPTACLE

NTS SCALE:

FLORAL REGULATIONS DETAIL

NTS

SCALE:

PEDESTRIAN BENCH DETAIL

NTS

INTERMENT SECTION

'V'

INTERMENT SECTION

'W'

COURT 5

COURT 4

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

C

O

C

O

C

O

C

O

C

O

C

O

FG 393.31

FG 393.23

FG 393.20

FG 393.35

FG 393.28

FG 393.27

FG 393.50

FG 393.53

FG 393.40

FG 393.33

FG 393.33

FG 393.36

FG 393.41

FG 393.47

FG 393.43

FG 393.33

FG 393.51

FG 393.51

FG 393.29FG 393.43

FG 393.24

FG 392.35

FG 392.49

FG 392.46

FG 392.24

FG 391.20

FG 392.19

FG 391.94

FG 392.23

FG 392.17

FG 392.30

FG 392.32

FG 392.26

FG 392.25

FG 392.07

FG 392.44

FG 392.31

FG 392.26

FG 392.24

FG 392.23

FG 392.06

FG 392.14

FG 392.44

FG 392.39

FG 392.26

FG 392.23

FG 390.27

FG 390.55

FG 389.38

FG 392.27

FG 393.54

FG 393.73

ME 394.13±

ME 394.07±

ME 394.00±

FG 393.37

FG 393.48

FG 392.24

FG 391.93

FG 392.30

FG 392.38

FG 392.26

FG 392.33

FG 392.14

FG 392.22

FG 392.16

FG 393.34

FG 393.33

FG 393.15

FG 392.05

FG 391.97

FG 392.37

FG 391.59

FG 390.90

FG 391.69

FG 390.98

FG 390.97

EG 393.74

EG 393.54

EG 393.25

EG 393.37

EG 393.29

EG 393.28

EG 393.28

EG 393.25

EG 393.28

EG 393.24

EG 393.28

EG 393.24

EG 393.24

EG 393.25

EG 393.22

EG 393.24

EG 393.28

EG 393.33

EG 393.30

EG 393.27

EG 393.29

EG 393.23

EG 393.26

EG 393.26

EG 393.27

EG 393.25

EG 393.30

EG 393.21

EG 392.57

EG 392.59

EG 392.30

EG 392.59

EG 392.43

EG 392.52

EG 392.52

EG 392.50

EG 392.44

EG 392.37

EG 392.40

EG 392.27

EG 392.22

EG 392.22

EG 392.26

EG 392.36

EG 392.28

EG 391.01

EG 391.97

EG 392.85

EG 392.76

EG 392.73

EG 392.27

EG 392.27

EG 392.19

EG 392.28

EG 392.24

EG 392.21

EG 392.22

EG 392.18

EG 392.25

EG 392.24

EG 392.17

EG 392.31

EG 392.25

EG 392.15

EG 392.23

EG 392.09

EG 391.53

EG 391.54

EG 391.07

EG 390.68

EG 390.54

EG 390.27

EG 390.31

EG 389.17

CG101

COLUMBARIA NORTH - GRADING

PLAN

0 10' 20'

CNEH

N

M A

T C

H L I N

E

S

E

S

H E

T

G

FG 350.0

ME 350.0

EG 350.0

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

SLOPE PERCENTAGE ARROW

INLET PROTECTION

TREE PROTECTION

EXISTING GRADE ELEVATION

FINISHED GRADE ELEVATION

MATCH EXISTING ELEVATION

LEGEND

Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

VICINITY MAP

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

INTERMENT SECTION

'U'

INTERMENT SECTION

'W'

COMMITTAL COURT

SHELTER

COURT 3

COURT 2

COURT 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

O

C

O

C

O

C

O

C

O

C

O

FG 392.07

FG 390.27

FG 390.20

FG 390.24

FG 390.55

FG 389.38

FG 389.81

FG 389.75

FG 390.02

FG 390.26

FG 390.31

FG 390.44

FG 390.28

FG 390.55

FG 390.40

FG 390.26

FG 390.21

FG 390.21

FG 390.17

FG 390.12

FG 389.02

FG 390.43

FG 390.54

FG 390.35

FG 390.15

FG 390.48

FG 388.99

FG 388.95

FG 388.99

FG 388.76

FG 388.77

FG 388.76

FG 388.80

FG 388.84

FG 388.95

FG 389.04

FG 389.08

FG 388.72

FG 388.70

FG 388.67

FG 388.76

FG 388.83

FG 388.74

FG 388.92

FG 388.93

FG 388.78

FG 388.68FG 387.85

FG 388.75

ME 387.69±

ME 386.18±

FG 386.43

FG 386.20

ME 386.16±

FG 386.18

ME 386.16±

FG 386.29

FG 386.44

FG 386.42

FG 386.40

FG 386.40

FG 386.44

FG 386.40

FG 386.44

FG 386.40

ME 386.26±

FG 391.93

FG 391.59

FG 391.77

FG 391.08

FG 390.90

FG 391.69

FG 390.98

FG 390.97

FG 390.34

FG 390.38

FG 390.35

FG 390.18

FG 390.00

FG 390.08

FG 389.10

FG 389.14

FG 389.12

FG 388.71

ME 387.83±

FG 386.21

EG 392.18

EG 392.17

EG 392.09

EG 391.53

EG 391.53

EG 391.54

EG 391.07

EG 390.94

EG 390.68

EG 390.54

EG 390.42

EG 390.17

EG 390.34

EG 390.28

EG 390.21

EG 390.23

EG 390.21

EG 390.27

EG 390.31

EG 390.21

EG 390.26

EG 391.59

EG 390.34

EG 390.25

EG 390.27

EG 390.24

EG 389.17

EG 389.68

EG 389.44

EG 390.06

EG 390.73

EG 390.68

EG 390.18

EG 390.20

EG 390.20

EG 390.22

EG 390.21

EG 390.16

EG 388.83

EG 389.59

EG 390.16

EG 388.94

EG 388.49

EG 388.63

EG 388.80

EG 388.75

EG 388.78

EG 388.74

EG 388.68

EG 388.66

EG 388.70

EG 388.72

EG 388.68

EG 388.72

EG 389.21

EG 389.00

EG 389.27

EG 388.69

EG 388.65

EG 388.44

EG 388.78

EG 388.74

EG 388.76

EG 388.74

EG 388.70

EG 388.71

EG 387.65

EG 388.70

EG 386.18

EG 386.19

EG 386.23

EG 386.18

EG 386.23

EG 386.22

EG 386.19

EG 386.17

EG 386.15

EG 386.18

EG 386.15

EG 384.65

EG 386.18

FG 388.06

EG 388.22

FG 388.27

EG 388.22

FG 388.36

EG 388.20

FG 388.27

EG 388.28

FG 388.06

EG 388.29

FG 387.94

EG 388.31

FG 387.94

EG 388.29

FG 388.52

EG 388.72

FG 388.62

EG 388.71

FG 388.43

EG 388.65

FG 388.68

EG 388.76

FG 388.69

EG 388.74

CG102

COLUMBARIA SOUTH - GRADING

PLAN

N

0 10' 20'

CNEH

M A

T C

H L I N

E

S

S

H E

T

G

FG 350.0

EG 350.0

X.X%

CONSTRUCTION LIMITS

SILT FENCE

BIO-ROLL

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

INTERMENT SECTION LIMITS

SLOPE PERCENTAGE ARROW

INLET PROTECTION

TREE PROTECTION

EXISTING GROUND ELEVATION

FINISHED GRADE ELEVATION

MATCH EXISTING ELEVATION

LEGEND

Dwg. of

HONOLULU, HAWAII

NATIONAL MEMORIAL CEMETERY OF

THE PACIFIC SITE IMPROVEMENTS

04/11/2023

899-MM-FY22-006

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17054

VICINITY MAP

100% BIDDING

DOCUMENT SUBMITTAL

04/11/23

EXP. 04/30/24

ME 350.0