1_EPNC-P2-BD-Plans_GI001-CC103.pdf

© 2020 Microsoft Corporation © 2020 HERE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s g i c o v e r d w g e d i t j f a h r e n k a m p s a v e d

A

M l o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

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EXP. JUNE 30, 2021

DEPARTMENT OF VETERANS AFFAIRS

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

VA PROJECT NO. 906CM3016

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE ARCHITECTURE,

PLANNING, ENVIRONMENTAL, CIVIL ENGINEERING, LAND SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: JOE LUCHT, PROJECT MANAGER

PHONE: (763) 412-4000

AST

STRUCTURAL ENGINEERING

7301 OHMS LANE

EDINA, MN 55429

CONTACT: JOHN LEVAR

PHONE: (952) 854-9302

WATER IN MOTION

IRRIGATION

175 JAMES AVE. N.

MINNEAPOLIS, MN 55405

CONTACT: TIM MALOOLY

PHONE: (763) 559-1010

LELAND SAYLOR

COST ESTIMATOR

505 MONTGOMERY ST. 11th FLR

SAN FRANCISCO, CA 94111

CONTACT: TOMMY VEST

PHONE: (415) 399-9990

AGEGC

GEOTECHNICAL ENGINEER

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

CONTACT: ROBIN WARREN

PHONE: (541) 226-6658

VICINITY MAP LOCATION MAP

N.T.S. N.T.S.

N

GI001

JFJL

COVER

N

SHEET INDEX

Sheet Sheet Title

GENERAL

GI001 COVER 1

CG101 OVERALL SITE PLAN 2

GC102 CONSTRUCTION SEQUENCING PLAN 3

GC701 EROSION AND SEDIMENT CONTROL NARRATIVE 4

GC702 EROSION AND SEDIMENT CONTROL PLAN 5

GC703 EROSION AND SEDIMENT CONTROL DETAILS 6

EXISTING CONDITIONS SURVEY

VF101 EXISTING CONDITIONS SURVEY 7

BORING LOCATIONS

BL100 GEOTECHNICAL TEST PITS 8

DEMOLITION

CD101 DEMOLITION PLAN OVERALL 9

CD102 DEMOLITION ENLARGEMENT PLANS 10

GRAVESITE PLANS

CS101 SECTION 39 GRAVESITE SITE LAYOUT AND NUMBERING PLAN 11

CS102 SECTION 39 GRAVESITE GRADING PLAN 12

CS501 SITE DETAILS 1 13

CS502 SITE DETAILS 2 14

CS503 SITE DETAILS 3 15

CS504 SITE DETAILS 4 16

COLUMBARIUM PLANS

CC101 COLUMBARIUM SITE LAYOUT & PAVING PLAN 17

CC102 COLUMBARIUM NUMBERING & FOUNDATION PLAN 18

CC103 COLUMBARIUM GRADING PLAN 19

CC104 COLUMBARIUM UTILITY PLAN 20

CC105 COLUMBARIUM ADD ALTERNATE 21

CC106 COLUMBARIUM ADD ALTERNATE 22

CC501 COLUMBARIUM DETAILS 1 23

CC502 COLUMBARIUM DETAILS 2 24

CC503 COLUMBARIUM DETAILS 3 25

CC504 COLUMBARIUM DETAILS 4 26

CC505 COLUMBARIUM DETAILS 5 27

CC506 COLUMBARIUM DETAILS 6 28

CC507 RETAINING WALL DETAILS 1 29

PLANTING

LP101 COLUMBARIUM PLANTING PLAN - BASE BID 30

LP102 COLUMBARIUM PLANTING PLAN - ADD ALTERNATE 31

LP103 SECTION 39 PLANTING PLAN 32

LP501 PLANTING DETAILS 33

IRRIGATION

LI101

COLUMBARIUM IRRIGATION PLAN AT EXPANSION LAYOUT -

BASE BID

LI102 IRRIGATION DEMO PLAN AT EXPANSION LAYOUT 35

LI103 IRRIGATION DEMO PLAN AT SEC 39 36

LI104 IRRIGATION DEMO PLAN AT EXPANSION LAYOUT 37

LI201

COLUMBARIUM IRRIGATION PLAN AT EXPANSION LAYOUT -

BASE BID

LI202

COLUMBARIUM IRRIGATION PLAN AT EXPANSION LAYOUT -

ADD ALT

LI203 IGC IRRIGATION PLAN AT SEC 39 40

LI204 STAGING AREA IRRIGATION PLAN 41

LI501 IRRIGATION DETAILS 42

LI502 IRRIGATION DETAILS 43

LI503 IRRIGATION DETAILS 44

STRUCTURAL

SS001 TITLE SHEET - STRUCTURAL NOTES 45

SS101 FOUNDATION PLAN 46

SS501 SECTIONS AND DETAILS 47

SS502 SECTIONS AND DETAILS 48

EAGLE POINT

NATIONAL CEMETERY

PROJECT LOCATION SITE 1:

NEW COLUMBARIUM

EXPANSION; WEST OF

RILEY ROAD

PROJECT LOCATION SITE 2:

IGC IN SECTION 39; WEST OF

RILEY ROAD

GRAVESITE SUMMARY

BASE BID

COLUMBARIUM NICHES

2,200

IN-GROUND CREMAINS

ADD ALTERNATE

COLUMBARIUM NICHES

IRRIGATION DEMO PLAN AT CONTRACTORS STAGING AREA

OVERALL

RILEY ROAD

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s c s s i t e p l a n d i t e f r a n c i v e d

P o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

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EXP. JUNE 30, 2021

CG101

JFJL

OVERALL SITE PLAN

N

0 60' 120'

SCALE:

OVERALL SITE PLAN

1" = 60' (30" x 42" PAPER SIZE)

CS101

IGC SECTION 39

CC101

PHASE 2 COLUMBARIUM

WATER TANK

CITY OF EAGLE

POINT

ROSTRUM

CARILLON

EXISTING IGC

SECTION 38

EXISTING CRYPT

SECTION 32

EXISTING OSSUARY

AND MEMORIAL WALL

EXISTING COLUMBARIUM

RETAINING WALL

SECTION A1

SECTION B

SECTION B1

SECTION C

SECTION

C1

SECTION D

SECTION 14

SECTION A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

S E

C T

I O

N

S E

C T

I O

N

SECTION F4

SECTION F3

SECTION F2

SECTION F1

SECTION F

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION 1

SECTION 5

SECTION 9

SECTION 2

SECTION 6

SECTION 10

SECTION E

MBMCMDME

SECTION MA

SECTION

AA

FLAGPOLE

VEHICLE

STORAGE

BUILDING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

COLUMBARIUM 1

COMMITTAL

SHELTER

LEGEND

PROPERTY LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION

FENCE

NEW BURIAL SECTION

HEADSTONE DIRECTION

ROAD

RILEY

RILEY ROAD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s o o p e r a t i o n s d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

R

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EXP. JUNE 30, 2021

GC102

CONSTRUCTION SEQUENCING

PLAN

N

0 60' 120'

SCALE:

CONSTRUCTION SEQUENCING PLAN

1" = 60' (30" x 42" PAPER SIZE)

WATER TANK

CITY OF EAGLE

POINT

ROSTRUM

CARILLON

SECTION 38

SECTION 32

EXISTING OSSUARY

AND MEMORIAL WALL

CONTRACTOR

STAGING AREA

SECTION A1

SECTION B

SECTION B1

SECTION C

SECTION

C1

SECTION D

SECTION 14

SECTION A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

S E

C T

I O

N

S E

C T

I O

N

SECTION F4

SECTION F3

SECTION F2

SECTION F1

SECTION F

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION 1

SECTION 5

SECTION 9

SECTION 2

SECTION 6

SECTION 10

SECTION E

MBMCMDME

SECTION MA

SECTION

AA

FLAGPOLE

VEHICLE

STORAGE

BUILDING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

COLUMBARIUM 1

COMMITTAL

SHELTER

EXISTING

GRAVEL ROAD,

ACCESS TO

PROJECT AREAS

1. CONTRACTOR TO PROVIDE TRAFFIC CONTROL

DURING CLOSURES. DISCUSS ALL ROAD CLOSURES

WITH CEMETERY STAFF AT LEAST 72 HOURS IN

ADVANCE OF CLOSURE.

2. CONTRACTOR REQUIRED TO PROVIDE SAFETY

SIGNAGE, BARRICADES, AND/OR CONSTRUCTION

FENCING TO PROTECT AREAS OF CONSTRUCTION

FROM GENERAL PUBLIC ACCESS.

3. ALL CONSTRUCTION SHALL COMPLY WITH

RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER AND GEOTECHNICAL REPORT UNLESS

DIRECTED OTHERWISE.

4. ALL CONSTRUCTION SHALL COMPLY WITH MOST

CURRENT NCA SPECIFICATIONS UNLESS SPECIFIED

OTHERWISE. WHERE WORK IS NOT COVERED BY NCA

SPECIFICATIONS, CONTRACTOR TO COMPLY WITH

2021 EDITION OF ODOT STANDARD CONSTRUCTION

SPECIFICATIONS.

5. ALL WORK TO BE PERFORMED IN A LEGAL MANNER

AND IN ACCORDANCE WITH FEDERAL, STATE, AND

LOCAL REGULATIONS.

6. CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO

CONSTRUCTION ACTIVITIES.

7. PHASE DEMOLITION AS NEEDED TO MAINTAIN

DRAINAGE AND UTILITIES FOR MINIMAL DISRUPTION.

8. THE LOCATION AND TYPE OF EXISTING UTILITIES

SHOWN ON THE PLANS ARE FOR GENERAL

INFORMATION ONLY. THE INFORMATION IS NOT

WARRANTED TO BE ACCURATE OR COMPLETE. THE

CONTRACTOR, IN COOPERATION WITH THE

APPROPRIATE UTILITY COMPANY OR MUNICIPALITY,

IS RESPONSIBLE FOR VERIFYING THE LOCATION AND

DEPTH OF ALL UNDERGROUND UTILITIES.

9. LOCATE AND PROTECT EXISTING UTILITIES UNLESS

OTHERWISE NOTED.

10. SUBSTITUTIONS FROM INFORMATION SHOWN

HEREON SHALL BE REVIEWED AND APPROVED BY

THE COR.

11. EXISTING STORM SEWER SYSTEM TO REMAIN ACTIVE

THROUGHOUT CONSTRUCTION. CONTRACTOR TO

PHASE CONSTRUCTION ACTIVITIES AND PROVIDE

DEWATERING AS NECESSARY.

12. ALL CONSTRUCTION AREAS, INCLUDING

CONTRACTOR STAGING AREAS, TO BE FENCED OFF

WITH TEMPORARY CHAIN LINK FENCE. TEMPORARY

FENCING OR GATES ON PAVED AREAS SHALL BE ON

STANDS.

13. RESTORE ALL DISTURBED AREA TO ITS ORIGINAL

CONDITION; CONTRACTORS STAGING ARE SHALL BE

RESTORED/REPLACED BY HYDROSEEDING WITH TALL

FESCUE.

14. SUBMIT TRAFFIC CONTROL PLAN IN ACCORDANCE

WITH LOCAL JURISDICTION/ODOT REQUIREMENTS

FOR INGRESS & EGRESS TO CEMETERY PROPERTY.

15. CONTRACTOR IS PROHIBITED TO USE CEMETERY

ROADS FOR CONSTRUCTION ACCESS, UNLESS

SHOWN. CONTRACTOR MAY BE REQUIRED TO

PROVIDE TEMPORARY SHORING, RETAINING WALLS,

ETC TO MAINTAIN ACCESS FROM STAGING AREA TO

PROJECT AREAS.

16. REMOVE & REPLACE ROCK MULCH.

COLUMBARIUM

PROJECT AREA

CONSTRUCTION SIGN

SAFETY SIGN

CONTRACTORS

ROUTE TO GRAVESITE

SECTION 39

IMPROVEMENTS

CONTRACTORS

ROUTE TO

COLUMBARIUM

IMPROVEMENTS

DRIVING ON

CEMETERY ROADS IS

PROHIBITED

GRAVESITE

SECTION 39

PROJECT AREA

EXISTING COLUMBARIUM

LEGEND

PROPERTY LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION

FENCE

OPTIONAL

ACCESS/LOOP FOR

PROJECT AREAS

ACCESS FROM

STAGING AREA

TO COLUMBARIUM

PROJECT AREA.

GENERAL NOTES:

INSTALL PERMANENT

ORNAMENTAL GATE

(MATCH EXISTING ON SITE)

JFJL

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s c e s w p p p d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

R

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83168

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EXP. JUNE 30, 2021

GC701

JFJL

EROSION AND SEDIMENT CONTROL

NARRATIVE

PROJECT SITE

1-MILE RADIUS

AROUND PROJECT

LITTLE BUTTE CREEK

INITIAL

A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE

MANUAL HAS BEEN REVIEWED T0 COMPLETE THIS ER0SION AND SEDIMENT C0NTR0L PLAN SOME OF THE ABOVE

LISTED BMP's WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED T0 NOT EFFECTIVELY MANAGE ER0SION

PREVENTI0N AND SEDIMENT C0NTR0L F0R THIS PROJECT BASED ON SPECIFIC SITE CONDITI0NS INCLUING SOIL

C0NDITIONS TOPOGRAPHIC CONSTRAINTS ACESSIBILITY TO THE SITE AND OTHER RELATED CONDITIONS AS THE

PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED

EROSION AND SEDIMENT CONTROL PLANS

SHEET INDEX

RATIONALE STATEMENT

REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF

AVAILABLE BMP'S

BMP MATRIX FOR CONSTRUCTION PHASES

LOCAL AGENCY-SPECIFIC EROSION

CONTROL NOTES:

VICINITY MAP

PROJECT LOCATION: PROPERTY DESCRIPTION:

ATTENTION EXCAVATORS:

SITE MAP

SITE CONDITION MINIMUM FREQUENCY

STANDARD EROSION AND SEDIMENT

CONTROL PLAN DRAWING NOTES:

DEVELOPER

NARRATIVE DESCRIPTIONS

EXISTING SITE CONDITIONS

DEVELOPED CONDITIONS

NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME TABLE

* CLEARING (DATES, FROM & TO:_________________________ )

* MASS GRADING (DATES, FROM & TO ___________________________ )

* UTILITY INSTALLATION (DATES, FROM & TO ____________________________ )

* STREET CONSTRUCTION (DATES, FROM & TO_____________________________ )

* FINAL STABILIZATION DATES, FROM & TO______________________________ )

PERMITTEES SITE INSPECTOR

DESCRIPTION OF EXPERIENCE:

FAX:

PHONE:

COMPANY/AGENCY:

EMAIL:

INSPECTI0N FREQUENCY:

NOT TO SCALE

N

EROSION AND SEDIMENT CONTROL PLAN (ESCP) DRAWINGS

NOT TO SCALE

N

ENGINEERING & SURVEY FIRM: ANDERSON ENGINEERING OF MN, LLC

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: GARY JOHNSON, PROJECT MANAGER

PHONE: (763) 412-4000

DEVELOPER/OWNER: EAGLE POINT NATIONAL CEMETERY

2763 RILEY ROAD

EAGLE POINT, OR 97524

CONTACT:

PHONE:

THE EXISTING SITE IS A NATIONAL CEMETERY WITH AN INCLUSION OF

IN GROUND BURIAL SECTIONS, FLAG ASSEMBLY AREA,

COLUMBARIUM, P.I.C. BUILDING WITH ROADWAYS COMPLETE WITH

CURB AND GUTTER.

SITE 1 IS THE CONSTRUCTION OF THE COLUMBARIUM AREA. THE NEW

COLUMBARIUM WILL BE LOCATED WEST OF RILEY ROAD. THE

COLUMBARIUM WALLS ARE RELATIVELY LIGHTLY LOADED

STRUCTURES SUPPORTED ON SPREAD FOOTING FOUNDATIONS.

CONCRETE WALKWAYS WILL BE LOCATED ADJACENT TO THE

COLUMBARIA WALLS AND FOR ACCESS TO THE WALLS.

SITE 2 INCLUDES THE EXPANSION OF IGC SECTION 39. THIS SECTION

IS LOCATED SOUTH OF THE NEW COLUMBARIUM AREA.

SITE SOIL CLASSIFICATION:

T.B.D.

TEST PIT 1

0.0 TO 1.5 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT; MODERATELY TO HIGHTLY EXPANSIVE, ROOTED ZONE AT A DEPTH OF ABOUT 9 IN.

1.5 TO 2.0 FT HARD (RH-3), BROWN SANDSTONE, SLIGHTLY WEATHERED, CLOSE FRACTURES,

BECOMES RH-4 BELOW 2.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 2

0.0 TO 0.5 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT; MODERATELY TO HIGHLY EXPANSIVE, ROOTED.

0.5 TO 2.0 FT MEDIUM HARD (RH-2), BROWN SANDSTONE; SLIGHTLY WEATHERED, CLOSE

FRACTURES, BECOMES RH-3/RH-4 BELOW 2.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 3

0.0 TO 2.0 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT; MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A DEPTH OF ABOUT 6 IN.

2.0 TO 3.0 FT MEDIUM HARD (RH-2), BROWN SANDSTONE; SLIGHTLY WEATHERED, CLOSE

FRACTURES, BECOMES RH-4 BELOW 3.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

TEST PIT 4

0.0 TO 3.0 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT; MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A DEPTH OF ABOUT 6 IN.

3.0 TO 5.0 FT FILL: MEDIUM STIFF, BROWN SILT; SOME CLAY.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

NOTE: TEST PITS COMPLETED APRIL 23, 2020. SEE COMPLETE GEOTECHNICAL REPORT BY AGEGC, JUNE 30, 2020 FOR ADDITIONAL TEST PIT LOG DATA AND INFORMATION.

RECEIVING WATER BODIES:

NEAREST WATER BODY: LITTLE BUTTE CREEK

GC701 EROSION AND SEDIMENT CONTROL NARRATIVE

GC702 EROSION AND SEDIMENT CONTROL PLAN

GC703 EROSION AND SEDIMENT CONTROL DETAILS

TOTAL SITE AREA = 1,888,291 SF = 43.35 ACRES

TOTAL DISTURBED AREA = 37,026 SF = 0.85 ACRES

2763 RILEY ROAD

EAGLE POINT, OR 97524,

JACKSON COUNTY, OREGON

LATITUDE = 42.4635

LONGITUDE = -122.7872

TAX LOTS 361W02CD-100

(JACKSON COUNTY TAX MAP)

PLANNING/ENGINEERING/

SURVEYING FIRM

OREG0N LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES

ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE RULES FROM THE

CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE RULES, YOU MAY CONTACT THE CENTER.

YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS BEF0RE COMMENCING AN EXCAVATION CALL 503-246-6699.

· HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT INCLUDES THE EC

INSPECTOR.

· ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT REQUIREMENTS.

· INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT REQUIREMENTS.

· REVISIONS TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ OR AGENT IN ACCORDANCE

WITH CURRENT 1200-C PERMIT.

1. ACTIVE PERIOD

2. PRIOR TO THE SITE BECOMING INACTIVE OR IN

ANTICIPATION OF SITE INACCESSIBILITY

3. INACTIVE PERIODS GREATER THAN FOURTEEN (14)

CONSECUTIVE CALENDAR DAYS

4. PERIODS DURING WHICH THE SITE IS INACCESSIBLE

DUE TO INCLEMENT WEATHER

5. PERIODS DURING WHICH DISCHARGE IS UNLIKELY

DUE TO FROZEN CONDITIONS.

IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A

RELEVANT AND ACCESSIBLE DISCHARGE POINT OR

DOWNSTREAM LOCATION

0NCE EVERY MONTH.

ONCE T0 ENSURE THAT EROSION AND SEDIMENT CONTROL

MEASURES ARE IN WORKING ORDER . ANY NECESSARY

MAINTENANCE AND REPAIR MUST BE MADE PRIOR TO LEAVING

THE SITE

DAILY WHEN STORMWATER RUNOFF, INCLUDING RUNOFF

FROM SNOW MELT, IS OCCURRING.

AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER

STORMWATER RUNOFF IS OCCURRING.

1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL

EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS

2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD DURING THE

CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS THE OWNER/PERMITTEE

MUST MAINTAIN IN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGATATED CORRIDORS TO BE

DELINEATED WITH ORANCE CONSTRUCTION FENCE OR APPROVED EQUAL.

3. PRIOR TO ANY LAND DISTURBING ACTIVITIE, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CONSTRUCTION

ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTI0N THESE BMPs MUST BE MAINTAINED FOR THE

DURATION 0F THE PROJECT.

4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE TYPE AND

PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS

5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY VEGETATED

AREA, AND THR0UGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG).

6. THE ESC PLAN MUST BE ΚEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PR0PERLY T0

ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM ROADWAY OR

OTHER PROPERTIES.

7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITI0NS. DURING

THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS . CHANGES TO THE APPROVED ESC PLAN MUST BE

SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT.

8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCLUDE THE APPLICATION 0F

FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES.

9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD.

THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITI0NS OF THE 1200C PERMIT. THIS ESCP AND

GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200C PERMIT

REQUIREMENTS. IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200C PER IT REQUIREMENTS

SUPERCEDE REQUIREMENTS OF THIS PLAN.

1. Hold a pre-construction meeting of project construction personnel that includes the inspector to discuss erosion and sediment control measures and construction limits. (Schedule A.8.c.i.(3))

2. All inspections must be made in accordance with DEQ 1200-C permit requirements. (Schedule A.12.b and Schedule B.1)

3. Inspection logs must be kept in accordance with DEQ’s 1200-C permit requirements. (Schedule B.1.c and B.2)

4. Retain a copy of the ESCP and all revisions on site and make it available on request to DEQ, Agent, or the local municipality.

During inactive periods of greater than seven (7) consecutive calendar days, the above records must be retained by the permit registrant but do not need to be at the construction site. (Schedule B.2.c)

5. All permit registrants must implement the ESCP. Failure to implement any of the control measures or practices described in the

ESCP is a violation of the permit. (Schedule A 8.a)

6. The ESCP must be accurate and reflect site conditions. (Schedule A.12.c.i)

7. Submission of all ESCP revisions is not required. Submittal of the ESCP revisions is only under specific conditions. Submit all necessary revision to DEQ or Agent within 10 days. (Schedule A.12.c.iv. and v)

8. Phase clearing and grading to the maximum extent practical to prevent exposed inactive areas from becoming a source of erosion. (Schedule A.7.a.iii)

9. Identify, mark, and protect (by construction fencing or other means) critical riparian areas and vegetation including important trees and associated rooting zones, and vegetation areas to be preserved. Identify vegetative buffer zones between the site and sensitive areas (e.g., wetlands), and other areas to be preserved, especially in perimeter areas. (Schedule A.8.c.i.(1) and (2))

10. Preserve existing vegetation when practical and re-vegetate open areas. Re-vegetate open areas when practicable before and after grading or construction. Identify the type of vegetative seed mix used. (Schedule A.7.a.v)

11. Maintain and delineate any existing natural buffer within the 50-feet of waters of the state. (Schedule A.7.b.i.and (2(a)(b))

12. Install perimeter sediment control, including storm drain inlet protection as well as all sediment basins, traps, and barriers prior to land disturbance. (Schedule A.8.c.i.(5))

13. Control both peak flow rates and total stormwater volume, to minimize erosion at outlets and downstream channels and streambanks. (Schedule A.7.c)

14. Control sediment as needed along the site perimeter and at all operational internal storm drain inlets at all times during construction, both internally and at the site boundary. (Schedule A.7.d.i)

15. Establish concrete truck and other concrete equipment washout areas before beginning concrete work. (Schedule A.8.c.i.(6))

16. Apply temporary and/or permanent soil stabilization measures immediately on all disturbed areas as grading progresses.

Temporary or permanent stabilizations measures are not required for areas that are intended to be left unvegetated, such as dirt access roads or utility pole pads.(Schedule A.8.c.ii.(3))

17. Establish material and waste storage areas, and other non-stormwater controls. (Schedule A.8.c.i.(7))

18. Prevent tracking of sediment onto public or private roads using BMPs such as: construction entrance, graveled (or paved) exits and parking areas, gravel all unpaved roads located onsite, or use an exit tire wash. These BMPs must be in place prior to landdisturbing activities. (Schedule A 7.d.ii and A.8.c.i(4))

19. When trucking saturated soils from the site, either use water-tight trucks or drain loads on site. (Schedule A.7.d.ii.(5))

20. Control prohibited discharges from leaving the construction site, i.e., concrete wash-out, wastewater from cleanout of stucco, paint and curing compounds. (Schedule A.6)

21. Use BMPs to prevent or minimize stormwater exposure to pollutants from spills; vehicle and equipment fueling, maintenance, and storage; other cleaning and maintenance activities; and waste handling activities. These pollutants include fuel, hydraulic fluid, and other oils from vehicles and machinery, as well as debris, fertilizer, pesticides and herbicides, paints, solvents, curing compounds and adhesives from construction operations. (Schedule A.7.e.i.(2))

22. Implement the following BMPs when applicable: written spill prevention and response procedures, employee training on spill prevention and proper disposal procedures, spill kits in all vehicles, regular maintenance schedule for vehicles and machinery, material delivery and storage controls, training and signage, and covered storage areas for waste and supplies. (Schedule A.

7.e.iii.)

23. Use water, soil-binding agent or other dust control technique as needed to avoid wind-blown soil. (Schedule A 7.a.iv)

24. The application rate of fertilizers used to reestablish vegetation must follow manufacturer’s recommendations to minimize nutrient releases to surface waters. Exercise caution when using time-release fertilizers within any waterway riparian zone.

(Schedule A.9.b.iii)

25. If an active treatment system (for example, electro-coagulation, flocculation, filtration, etc.) for sediment or other pollutant removal is employed, submit an operation and maintenance plan (including system schematic, location of system, location of inlet, location of discharge, discharge dispersion device design, and a sampling plan and frequency) before operating the treatment system. Obtain plan approval before operating the treatment system. Operate and maintain the treatment system according to manufacturer’s specifications. (Schedule A.9.d)

26. Temporarily stabilize soils at the end of the shift before holidays and weekends, if needed. The registrant is responsible for ensuring that soils are stable during rain events at all times of the year. (Schedule A 7.b)

27. As needed based on weather conditions, at the end of each workday soil stockpiles must be stabilized or covered, or other BMPs must be implemented to prevent discharges to surface waters or conveyance systems leading to surface waters. (Schedule A

7.e.ii.(2))

28. Construction activities must avoid or minimize excavation and bare ground activities during wet weather. (Schedule A.7.a.i)

29. Sediment fence: remove trapped sediment before it reaches one third of the above ground fence height and before fence removal.

(Schedule A.9.c.i)

30. Other sediment barriers (such as biobags): remove sediment before it reaches two inches depth above ground height and before

BMP removal. (Schedule A.9.c.i)

31. Catch basins: clean before retention capacity has been reduced by fifty percent. Sediment basins and sediment traps: remove trapped sediments before design capacity has been reduced by fifty percent and at completion of project. (Schedule A.9.c.iii & iv)

32. Within 24 hours, significant sediment that has left the construction site, must be remediated. Investigate the cause of the sediment release and implement steps to prevent a recurrence of the discharge within the same 24 hours. Any in-stream clean-up of sediment shall be performed according to the Oregon Division of State Lands required timeframe. (Schedule A.9.b.i)

33. The intentional washing of sediment into storm sewers or drainage ways must not occur. Vacuuming or dry sweeping and material pickup must be used to cleanup released sediments. (Schedule A.9.b.ii)

34. The entire site must be temporarily stabilized using vegetation or a heavy mulch layer, temporary seeding, or other method should all construction activities cease for 30 days or more. (Schedule A.7.f.i)

35. Provide temporary stabilization for that portion of the site where construction activities cease for 14 days or more with a covering of blown straw and a tackifier, loose straw, or an adequate covering of compost mulch until work resumes on that portion of the site. (Schedule A.7.f.ii)

36. Do not remove temporary sediment control practices until permanent vegetation or other cover of exposed areas is established.

Once construction is complete and the site is stabilized, all temporary erosion controls and retained soils must be removed and disposed of properly, unless doing so conflicts with local requirements. (Schedule A.8.c.iii(1) and D.3.c.ii and iii)

MONTHLY. RESUME MONITORING IMMEDIATELY UPON MELT,

OR WHEN WEATHER CONDITIONS MAKE DISCHARGE LIKELY.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s c e e r o s i o n c o n t r o l p l a n d i t j d o b i v e d o t

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Office of Design and Construction

Services

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

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OREGON

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EXP. JUNE 30, 2021

GC702

JFJL

EROSION AND SEDIMENT CONTROL

PLAN

N

0 60' 120'

SCALE:

EROSION AND SEDIMENT CONTROL PLAN

1" = 60' (30" x 42" PAPER SIZE)

WATER TANK

CITY OF EAGLE

POINT

ROSTRUM

CARILLON

EXISTING IGC

SECTION 38

SECTION 32

EXISTING CRYPTS

EXISTING OSSUARY

AND MEMORIAL WALL

EXISTING COLUMBARIUM

RETAINING WALL

SECTION A1

SECTION B

SECTION B1

SECTION C

SECTION

C1

SECTION D

SECTION 14

SECTION A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

S E

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N

S E

C T

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N

SECTION F4

SECTION F3

SECTION F2

SECTION F1

SECTION F

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION 1

SECTION 5

SECTION 9

SECTION 2

SECTION 6

SECTION 10

SECTION E

MBMCMDME

SECTION MA

SECTION

AA

FLAGPOLE

VEHICLE

STORAGE

BUILDING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

COLUMBARIUM 1

COMMITTAL

SHELTER

LEGEND

PROPERTY LIMITS

GRADING LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION

FENCE

NEW HDPE STORM SEWER

EXISTING HDPE STORM SEWER

CONTRACTOR STAGING AREA. VERIFY WITH COR

AND CEMETERY PRIOR TO MOBILIZATION.

PROTECT EXISTING TREES.

INSTALL & MAINTAIN PERIMETER SEDIMENT

PROTECTION (SILT FENCE OR BIO-ROLL AS PHASE

APPROPRIATE.

INSTALL & MAINTAIN INLET SEDIMENT

PROTECTION, INLET PROTECTION TO BE

MAINTAINED UNTIL SURFACE IS FULLY RESTORED.

INSTALL TEMP ROCK ENTRANCE AT

CONSTRUCTION VEHICLE INGRESS AND EGRESS

LOCATION(S).

KEY NOTES:

LONGITUDINAL OVERLAP OVERLAP

EDGES 6" AND STAPLE 12" O.C.

TERMINAL FOLD

TURN END UNDER 6" AND

STAPLE 12" O.C.

TRANSVERSE OVERLAP OVERLAP

ENDS 18" AND STAPLE 12" O.C.

BRING TO LEVEL GROUND TO

TERMINATE

UNROLL MATTING DOWNSLOPE FROM THE

TOP. STAPLE DOWN CENTER OF ALL ROWS

3' O.C.

ANCHOR SLOT

BURY UPHILL END IN TRENCH 6"

DEEP AND STAPLE 12" O.C.

ANCHOR AT WALL BURY

EDGE/END IN TRENCH 6" DEEP

AND STAPLE 12" O.C.

6"

METAL

STAPLE

1"

SLOPE EROSION CONTROL MEASURE

NOTES:

1. PROVIDE EROSION CONTROL MATTING ON ALL

DISTURBED SLOPES THAT EXCEED 3:1 AND/OR AS

DIRECTED BY THE RESIDENT ENGINEER.

5'-0" MAX

" M

IN

2'-

0" M

IN

FASTNER- MIN. NO 10 GAGE

WIRE, 4 PER POST REQUIRED

(EVENLY SPACED)

WOOD POST

FILTER FABRIC

ELEVATION

6"

6"18 " M

IN

FABRIC ANCHOR DETAIL

FASTNER- MIN. NO 10 GAGE WIRE, 4 PER

POST REQUIRED (EVENLY SPACED)

WOOD POST

FILTER FABRIC

COMPACTED BACKFILL

DIRECTION OF FLOW

NOTES

1. TEMPORARY SEDIMENT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.

2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF MATERIAL SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, CLASS WITH EQUIVALENT OPENING

SIZE OF AT LEAST 30 FOR NONWOVEN AND 50 FOR WOVEN.

3. FENCE POSTS SHALL BE EITHER STANDARD STEEL POST OR WOOD POST WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN.

UNDISTURBED SUBGRADE

EXTEND FABRIC TO 6" BELOW

GRADE AS SHOWN

NOTES:

1. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST

FENCE.

2. ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO

CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL.

3. DRIVE BOTH POSTS A MINIMUM OF 18 INCHES INTO THE GROUND AND BURY THE

FLAP.

STEP 1

POSTS

FILTER FABRIC

FILTER FABRIC

STEP 2

STEP 3

TREE TRUNK - WRAP WITH BLACK 4" FLEX PIPE (3

ROWS- TOP, MIDDLE AND BOTTOM).

VERTICAL 2X4'S, 6' LONG, BEGINNING 6" ABOVE GRADE.

3" GAP BETWEEN 2X4'S.

SECURE 2X4'S WITH METAL STRAPS OR OTHER MEANS

ACCEPTABLE TO OWNER

APPLICATION OF BURLAP, 2X4'S OR STRAPS SHALL

NOT DAMAGE ANY PART OF TREE

NOTE:

1. IN AREAS WHERE CONSTRUCTION ACTIVITIES

MUST OCCUR WITHIN DRIP-LINE PROTECT TREE

AS NOTED.

2. AVOID COMPACTING GRADE WITHIN THE

DRIP-LINE AND DO NOT STORE CONSTRUCTION

MATERIALS ADJACENT TO OR WITHIN DRIP-LINE.

3. OBTAIN APPROVAL BY RESIDENT ENGINEER

PRIOR TO WORKING WITHIN DRIP-LINE.

RECTANGLE INLET FILTERS

(REAR CURB GUARD FLAP

INCLUDED FOR CURB BOX

INLET FILTERS)

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH

BASINS AND STORM INLETS. INLET FILTER TO BE ROUND IPP INLET FILTER

AS MANUFACTURED BY INLET & PIPE PROTECTION, INC (847-722-0690) OR

APPROVED OTHER. CLEAN FILTER AS NEEDED.

NOTE:

TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH

BASINS AND STORM INLETS. INLET FILTER TO BE RECTANGLE IPP INLET

FILTER AS MANUFACTURED BY INLET & PIPE PROTECTION, INC

(847-722-0690) OR APPROVED OTHER. CLEAN FILTER AS NEEDED.

ROUND INLET FILTER

OVERFLOW FEATURE

GEOTEXTILE FILTER BAG

WITH REINFORCED

POLYESTER OUTER

MEMBRANE (REAR GUARD

FLAP INCLUDED FOR

CURB BOX INLET FILTERS)

STAINLESS

STEEL LOCKING

BAND

LIFT HANDLES

GALVANIZED STEEL FRAME

GALVANIZED

STEEL

FRAME

LIFT HANDLES

OVERFLOW FEATURESTAINLESS STEEL

LOCKING BAND

GEOTEXTILE FILTER BAG

WITH REINFORCED

POLYESTER OUTER MESH

NOTE:

1. IN AREAS WHERE CONSTRUCTION ACTIVITIES

MUST OCCUR WITHIN DRIP-LINE PROTECT TREE

AS NOTED.

2. AVOID COMPACTING GRADE WITHIN THE

DRIP-LINE AND DO NOT STORE CONSTRUCTION

MATERIALS ADJACENT TO OR WITHIN DRIP-LINE.

3. OBTAIN APPROVAL BY RESIDENT ENGINEER

PRIOR TO WORKING WITHIN DRIP-LINE.

PROFILE

EXISTING GROUND

12' MINIMUM

WIDTH

10' MIN.

10' MIN.

NON-WOVEN GEOTEXTILE FABRIC

2"-3" CRUSHED ROCK (8" DEPTH)

* 50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

PLAN VIEW

50' MINIMUM LENGTH

LENGTH OF STABILIZED ROAD

NOTES:

SEDIMENT

SUMP

FLOW

SEDIMENT SUMP

SEDIMENT SUMP

1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE PRIOR TO THE INITIATION OF SITE CONSTRUCTION

ACTIVITIES.

2. CARE SHOULD BE TAKEN TO PREVENT MATERIAL MOVEMENT INTO ADJACENT WATERBODIES.

3. CARE SHOULD BE TAKEN TO MAINTAIN EXISTING ROADSIDE DRAINAGE VIA CULVERT INSTALLATION, WITH

SEDIMENT SUMP PLACED DOWNFLOW OF CULVERT.

4. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT

OF ANY MEASURES USED TO TRAP SEDIMENT.

5. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY.

6. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

EXISTING

PAVEMENT/

ROAD

CONSTRUCTION

FENCE

CONSTRUCTION

ACCESS GATE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s c e e r o s i o n c o n t r o l d e t a i l s d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

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A

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

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EXP. JUNE 30, 2021

GC703

JFJL

EROSION AND SEDIMENT CONTROL

DETAILS

SCALE:

SILT FENCE

NTS SCALE:

ATTACHING TWO SILT FENCES

NTS

SCALE:

SLOPE EROSION CONTROL MEASURE

NTS

SCALE:

CONSTRUCTION GRAVEL ACCESS ENTRY

NTS

SCALE:

SILT SACK FOR STORM INLET

NTS SCALE:

TREE TRUNK PROTECTION

NTS

SCALE:

BIO-ROLL

NTS

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 CORRESPONDING TO

ODOT SPEC. SECTION 02690.

SEE 8/GC703 FOR TREE

PROTECTION DETAIL

SCALE:

TREE PROTECTION DETAIL

NTS

ZONE A

DIA=

1/2X

ZONE B; DIA=X

ZONE C; DIA=2X

PLAN VIEW

ELEVATION

VIEW

D

R I P

L I N

E

FENCING/ROOT PROTECTION

4' HIGH FENCING SHALL BE PROVIDED AND MAINTANED AT THE

DRIPLINE OF EACH TREE OR AROUND A GROUP OF TREES AT THE

DRIPLINE OF OUTSIDE TREES.

RE APPROVAL IS REQUIRED FOR USE/ACCESS WITHIN ZONE B.

PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION

FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B AT ALL

TIMES.

* SURFACE PROTECTION MEASURES

1. MULCH LAYER, @ 6"-8"DEPTH

2. 3/4" PLYWOOD

3. STEEL PLATES

X

D

R I P

L I N

E

TRENCHING / EXCAVATION

ZONE A (CRITICAL ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 0.5]

1. NO DISTURBANCE ALLOWED WITHOUT SITE-SPECIFIC

INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT

DAMAGE

2. SEVERANCE OF ROOTS LARGER THAN 2 INCHES IN DIAMETER

REQUIRES AN ENGINEER'S APPROVAL

3. TUNNELLING REQUIRED TO INSTALL LINES 3 FEET BELOW

GRADE OR DEEPER

ZONE B (DRIPLINE)

[MAXIMUM WIDTH OF BRANCH EXTENSION ON TREE]

1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES REQUIRED

TRENCHING ALLOWED AS FOLLOWS:

- EXCAVATION BY HAND OR WITH HAND-DRIVEN TRENCHER

MAY BE REQUIRED

- LIMIT TRENCH WIDTH. DO NOT DISTURB ZONE A (CRITICAL

ROOT ZONE) MAINTAIN 2/3 OR MORE OF ZONE B (DRIPLINE) IN

UNDISTURBED CONDITION

3. TUNNELLING MAY BE REQUIRED FOR TRENCHES DEEPER

THAN 3 FOOT

4. USE OF PNEUMATIC AIR WAND AND EXCAVATION MAY BE

CONSIDERED WHERE THE TRENCH DEPTH DOES NOT EXCEED

4 FEET

ZONE C (ABSORBING ROOT ZONE)

[DEFINED AS TRUNK DIAMETER MULTIPLIED BY 2.0]

1. OPERATION OF HEAVY EQUIPMENT AND OR STOCKPILING OF

MATERIALS SUBJECT TO RE APPROVAL

2. SURFACE PROTECTION MEASURES MAY BE REQUIRED AND IS

TO BE DETERMINED BY RE

TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS:

- MINIMIZE TRENCH WIDTH

- MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED

CONDITION

- OR AS SPECIFIED BY RE

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h s u r v e y c a d f i l e s s h e e t s v f e x i s t i n g c o n d i t i o n s s u r v e y d i t n h i l l m r v e d o t

A

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

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EXP. JUNE 30, 2021

VF101

EXISTING CONDITIONS SURVEY

SURVEY FOR:

Anderson Engineering of MN, LLC

13605 1st Ave N, Suite 100

Plymouth, MN 55441

SURVEY BY:

Pariani Land Surveying

P.O. Box 551

Shady Cove, Oregon 97539

SURVEY DATA:

Horizontal: Provided by Anderson Engineering of MN, LLC

Vertical: Provided by Anderson Engineering of MN, LLC

Contour interval is 1.0 feet

Field survey completed April 16, 2020.

Topographic Survey

Located at:

Eagle Point National Cemetery

SE 1/4 Section 2, Township 36 South, Range 1 West, W. M., Eagle Point, Jackson County, Oregon

SDMH

Grt=1542.50

Full of Debris

SDMH-5

Rim=1473.20

6"IE(n)=1466.0

8"IE(s)=1465.2

SD Inlet-6

Grt=1473.00

12"IE(e)=1465.0

12"IE(s)=1464.9

SDMH-7

Rim=1455.72

12"IE(n)=1448.9

18"IE(w)=1447.8

SDMH-8

Rim=1454.04

12"IE(e)=1448.7

12"IE(n)=1448.0

12"IE(s)=1446.8

SDMH-9

Rim=1454.13

6"IE(w)=1445.95

18"IE(n)=1445.9

12"IE=1448.7

12"IE=1446.7

SD Inlet-10

Top Grt=1440.00

8"IE(s)=1435.0

SD Inlet-11

Top Grt=1435.18

8"IE(n-s)=1429.6

SDMH-12

Rim=1452.96

18"IE(n)=1445.0

SD Inlet-13

Grt=1453.15

12"IE(e)=1449.5

SD Inlet-14

Grt=1453.08

12"IE(e)=1448.7

12"IE(nw)=1448.6

12"IE(s)=1448.5

SD Inlet-15

Grt=1458.00

12"IE(nw)=1454.1

12"IE(e)=1454.0

SD Inlet-16

Grt=1475.29

12"IE(w)=1468.45

Site Plan B - Existing Conditions

Scale 1" = 20'

Site Plan A - Existing Conditions

Scale 1" = 20'

B

A

REGISTERED

PROFESSIONAL

LAND SURVEYOR

July 13, 1999

JOHN R. PARIANI

#51382

Renews: December 31, 2020

OREGON

Pariani Land Surveying

17 South Platt Street, Suite A

Eagle Point, OR 97524

541-890-1131

May 5, 2020 1" = 20' 2016-314

ParianiLS@yahoo.com

POINT 718

POINT 10

SURVEY CONTROL POINT SCHEDULE

# NORTHING EASTING ELEVATION DESCRIPTION

5188.16 4486.41 1455.67 MAG NAIL SDMH

5718.06 4405.47 1462.97 MAG NAIL IN TC

5555.09 5172.19 1529.88 MAG NAIL

5722.18 5236.86 1544.63 MAG NAIL ICV32

12" HDPE

12" HDPE

8" HDPE

12" HDPE

18" HDPE

12" HDPE

LEGEND

PINE

MAPLE

PEAR

PINE

OAK

PINE

MAPLE

CEDAR

PINE

PEAR

PEAR

PEAR

PEAR

OAK

OAK

OAK

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s b l b o r i n g s d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

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EXP. JUNE 30, 2021

BL100

JFJL

GEOTECHNICAL TEST PITS

N

0 60' 120'

SCALE:

GEOTECHNICAL TEST PITS

1" = 60' (30" x 42" PAPER SIZE)

WATER TANK

CITY OF EAGLE

POINT

ROSTRUM

CARILLON

SECTION 38

SECTION 32

EXISTING OSSUARY

AND MEMORIAL WALL

EXISTING RETAINING WALL

MAX 8' HT w/5H NICHE HT.

COLUMBARIUM

SECTION A1

SECTION B

SECTION B1

SECTION C

SECTION

C1

SECTION D

SECTION 14

SECTION A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

S E

C T

I O

N

S E

C T

I O

N

SECTION F4

SECTION F3

SECTION F2

SECTION F1

SECTION F

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION 1

SECTION 5

SECTION 9

SECTION 2

SECTION 6

SECTION 10

SECTION E

MBMCMDME

SECTION MA

SECTION

AA

FLAGPOLE

VEHICLE

STORAGE

BUILDING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

COLUMBARIUM 1

COMMITTAL

SHELTER

LEGEND

PROPERTY LIMITS

GEOTECHNICAL

TEST PITS

TP-1

TP-1

TP-2

TP-3

TP-4

TP-5

TEST PIT TP-1

· 0.0 TO 1.5 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT,

MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A

DEPTH OF ABOUT 9 IN.

· 1.5 TO 2.0 FT HARD (RH-3), BROWN SANDSTONE; SLIGHTLY

WEATHERED, CLOSE FRACTURES, BECOMES RH-4 BELOW 2.0

FT.

PRACTICAL REFUSAL ON HARD SANDSTONE AT A DEPTH OF 2.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

COMPLETED APRIL 23, 2020.

TEST PIT TP-2

· 0.0 TO 0.5 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT,

MODERATELY TO HIGHLY EXPANSIVE, ROOTED.

· 0.5 TO 2.0 FT MEDIUM HARD (RH-2), BROWN SANDSTONE;

SLIGHTLY WEATHERED, CLOSE FRACTURES, BECOMES

RH-3/RH-4 BELOW 2.0 FT.

PRACTICAL REFUSAL ON HARD SANDSTONE AT A DEPTH OF 2.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

COMPLETED APRIL 23, 2020.

TEST PIT TP-3

· 0.0 TO 2.0 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT,

MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A

DEPTH OF ABOUT 6 IN.

· 2.0 TO 3.0 FT MEDIUM HARD (RH-2), BROWN SANDSTONE;

SLIGHTLY WEATHERED, CLOSE FRACTURES, BECOMES RH-4

BELOW 3.0 FT.

PRACTICAL REFUSAL ON HARD SANDSTONE AT A DEPTH OF 2.0 FT.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

COMPLETED APRIL 23, 2020.

TEST PIT TP-4

· 0.0 TO 3.0 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT,

MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A

DEPTH OF ABOUT 6 IN.

· 3.0 TO 5.0 FT FILL: MEDIUM STIFF, BROWN SILT, SOME CLAY.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

COMPLETED APRIL 23, 2020.

TEST PIT TP-5

· 0.0 TO 2.0 FT FILL: MEDIUM STIFF, BLACK CLAYEY SILT,

MODERATELY TO HIGHLY EXPANSIVE, ROOTED ZONE TO A

DEPTH OF ABOUT 6 IN.

· 2.0 TO 5.0 FT FILL: MEDIUM STIFF, BROWN SILT, SOME CLAY.

GROUNDWATER SEEPAGE NOT OBSERVED.

NO SIGNIFICANT CAVING OF TEST PIT SIDEWALLS.

COMPLETED APRIL 23, 2020.

NOTES

1. SEE GEOTECHNICAL REPORT FOR MORE INFORMATION.

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s d d e m o l i t i o n p l a n d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

R

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EXP. JUNE 30, 2021

CD101

JFJL

DEMOLITION PLAN OVERALL

N

0 60' 120'

SCALE:

DEMOLITION PLAN OVERALL

1" = 60' (30" x 42" PAPER SIZE)

CD102

CD102

WATER TANK

CITY OF EAGLE

POINT

ROSTRUM

CARILLON

SECTION 38

SECTION 32

EXISTING OSSUARY

AND MEMORIAL WALL

CONTRACTOR

STAGING AREA,

SEE O-100

SECTION A1

SECTION B

SECTION B1

SECTION C

SECTION

C1

SECTION D

SECTION 14

SECTION A

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION

S E

C T

I O

N

S E

C T

I O

N

SECTION F4

SECTION F3

SECTION F2

SECTION F1

SECTION F

SECTION

SECTION

SECTION

SECTION

SECTION

SECTION 1

SECTION 5

SECTION 9

SECTION 2

SECTION 6

SECTION 10

SECTION E

MBMCMDME

SECTION MA

SECTION

AA

FLAGPOLE

VEHICLE

STORAGE

BUILDING

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

COLUMBARIUM 1

COMMITTAL

SHELTER

EXISTING

GRAVEL ROAD

ACCESS FROM

RILEY ROAD,

SEE O-100

CD102

EXISTING COLUMBARIUM

LEGEND

PROPERTY LIMITS

GRADING LIMITS

SILT FENCE

TEMPORARY CONSTRUCTION

FENCE

EXISTING CRYPTS

EXISTING IN-GROUND

CREMAINS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h y e p n c p h c i v i l c a d f i l e s s h e e t s d d e m o l i t i o n p l a n d i t j d o b i v e d o t

P

M

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 15795

EAGLE POINT NATIONAL CEMETERY

GRAVESITE EXPANSION - PHASE 2

906CM3016

03/02/2021

2763 RILEY RD, EAGLE POINT, OR 97524

BID

DOCUMENTS

Date: Dwg. of 47

BID DOCUMENTS

IRRIGATION: COST ESTIMATING:GEOTECHNICAL :STRUCTURAL:

AST

7301 OHMS LANE

EDINA, MN 55429

952-854-9302

MICHELLE SCHMIDT

WIM

175 JAMES AVE N,

MINNEAPOLIS, MN 55405

763-559-1010

TIM MALOOLY

AGEGC

1314-B CENTER DRIVE #452

MEDFORD, OR 97501

541-226-6658

ROBIN WARREN

LELAND SAYLOR

505 MONTGOMERY ST. 11TH FLR

SAN FRANCISCO, CA 94111

415-399-9990 0

TOMMY VEST

KEY MAP N.T.S.

R

E

G

I

S

T

E

R

E

D

PR

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OREGON

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EXP. JUNE 30, 2021

CD102

JFJL

DEMOLITION ENLARGEMENT PLANS

LEGEND

PROPERTY LIMITS

REMOVE CURB AND GUTTER

REMOVE STORM SEWER

SILT FENCE

INLET PROTECTION

TEMPORARY CONSTRUCTION

FENCE

GRADING LIMITS

TREE PROTECTION

REQUIRED;

SEE 7 /GC703 & 8 /GC703

TREE TO BE RELOCATED

(SEE LP SERIES FOR

RELOCATION)

REMOVE ORNAMENTAL FENCE

AND MOWSTRIP

REMOVE EXISTING COLUMN…