36C25018B0081-002.pdf

PDF 18 MB Posted Dec 8, 2017

Attached to: Demolish Bldgs 7, 10, 11, 18, 24, 60 Project 610-15-100
Solicitation number: 36C25018B0081
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25018B0081 Attachment 1. Drawings 610-15-100.pdf

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National Cemetery

(1301) ADMINISTRATION/MAINTENANCE

(3G01) MATERIAL BINS

(HA-2) AMVETS CARILLON

(4801) COMMITTAL SHELTER

(3001) UPPER BARN

(3002) LOWER BARN

(HA-3) THREE SOLDIERS - 2nd Regimental Minnesota Monument

(HA-4) REMEMBER THE USS MAINE MEMORIAL @ VA)

(HA-1) BIVOUAC OF THE DEAD - VERSE TABLETS

(HA-5) SUNDIAL MEMORIAL

(HA-6) VIETNAM MEMORIAL

(3003) CARETAKER HOUSE

(3004) EQUIPMENT STORAGE & WASHBAY

VETERANS MEDICAL

CENTER BUILDINGS

(HA-7) PRIVATE NON-MILITARY HEADSTONES

(HA-8) FLAGPOLE

(HA-9) BLUE STAR MEMORIAL

SMOKING SHELTER @ BLDG. 17

SMOKING SHELTER @ BLDG. 12

ELECTRICAL EQUIPMENT FOR BLDG. 174

COOLING TOWER @ BLDG. 174

ELECTRICAL EQUIPMENT @ BLDG. 17

ELECTRICAL EQUIPMENT @ BLDG. 138

ELECTRICAL BLDGUILDING

DIETETICS BUILDING

GREENHOUSE

GEROPSYCHIATRIC FACILITY

EMERGENCY GENERATOR @ BLDG. 5

FIRE STATION

EMERGENCY GENERATOR @ BLDG. 18

EMERGENCY GENERATOR @ BLDG. 25

EMERGENCY GENERATOR @ BLDG. 124

EMERGENCY GENERATOR @ BLDG. 122

ENGINEERING STORAGE BARN

SHELTERHOUSE

TRANSFORMER PAD

BULK OXYGEN TANK @ BLDG. 138

(REMOVED - JAN. 2010)

TRANSFORMER HOUSE @ QUARTERS 35

UNDERGROUND GASOLINE TANK @ BLDG. 55

CHANGED TO: NATIONAL CEMETRY (HA-3)

ELECTRICAL SUB-STATION

SMOKE STACK

FLAG POLE

DEMO'ED

PUMP HOUSE #4

PATIENT BUILDING

ENGINEERING WASH ROOM

WATER TANK TOWER

USGS-SEISMIC MONITORING-(PLANNED DEMO)

TRANSFORMER VAULT

TELEPHONE BUILDING

2-CAR GARAGE @ QUARTERS 33

CLINICAL & OUTPATIENT BUILDING

DOCTORS ROW GARAGE

OLD CAFETERIA - (PLANNED DEMO)

DEMO'ED

PUMP HOUSE #3

INCINERTOR

OLD GARDENERS SHOP

SECURITY BUILDING

OLD GATE HOUSE

QUARTERS, DUPLEX

MASON SHOP

1-CAR GARAGE @ QUARTERS 37

1-CAR GARAGE @ QUARTERS 36

1-CAR GARAGE @ QUARTERS 35

1-CAR GARAGE @ QUARTERS 34

1-CAR GARAGE @ QUARTERS 32

CEMETERY TOOL HOUSE

LAUNDRY BUILDING

PUMP HOUSE #1 SOUTH

BOILER PLANT

WATER & SEWAGE LAB

CHAPEL

DEMO'ED

VACANT - (PLANNED DEMO)

GROUNDS CREW BUILDING

WAREHOUSE

SHEET METAL SHOP

ENGINEERING SHOPS

ENGINEERING ADMINISTRATION

ENGINEERING SHOPS

CANTEEN

LIBRARY

THEATER

VACANT - (PLANNED DEMO)

TRANSPORTATION OFFICE

QUARTERS, SINGLE

QUARTES, SINGLE

QUARTERS, DUPLEX

QUARTERS, SINGLE

QUARTERS, DUPLEX

VACANT - (PLANNED DEMO)

DEMO'ED

VACANT - (PLANNED DEMO)

PATIENT BUILDING

DEMO'ED

PATIENT BUILDING

VACANT - (PLANNED DEMO)

PRINTING & MAIL

GYMNASIUM

VACANT - (PLANNED DEMO)

ADMINISTRATION

STORAGE

VACANT BUILDING

ADMINISTRATION

VACANT BUILDING

155 GAZEBO

REC. SVC. STORAGE BARN

185 ACUTE PSYCH (FUTURE) EQUIPMENT & MATERIAL STORAGE

SMOKING SHELTER @ BLDG. 3

T516

T504 PAINT SHOP

SMOKING SHELTER @ BLDG. 5

SMOKING SHELTER @ BLDG. 174

SMOKING SHELTER BEHIND BLDG. 138

108 MAIN GAS SERVICE

Kuder Place

Indiana

Avenue

Indiana

Avenue

H y d e R o a d

Irw in

D riv e

CHAPMAN AVENUE

Chapman

H y d e R o a d

M a rio n R o a d

B lack

R o ad

Indiana

Avenue

F lo w e r

S tre e t

I N D

A A

V E N

U E

CHAPMAN AVENUE

Ave.

N E L S O

N A

V E N

U E

O R C H

A R D

A V E N

U E

RIVER ROAD

F L O

W E R S

T R E E T

Natio nal C em eta ry

R O A D

PARK

DRIVE

38 Street

L in c o ln

B o u le v a rd

G ra y R o a d

Steel Circle

Avenue

C o tt a g e

A v e n u e

B la c k

R o a d

B la c k R o a d

C o tt a g e

A v e n u e

G ra y

R o a d

Water Street

Black Road

Water Street

Nelson

Avenue

Orchard

Avenue

M c M a h o n

A v e n u e

Doctors Road

V in e

Drive

Vine

Water Street

Railroad Avenue

M e c h a n ic s A v e n u e R

Chapman Avenue

R o a d

Road

B la ck

R o a d

B la c k

R o a d

McMahon

Material

Compound

Vehicle

Compound

Cemetery

Dump

42 41

54 153

T504

T516

51 52

75 55

17 184

313029

91 125

105 35

(3001)

(1301)

(H A3)

(3003)

Main Entrance (3002)

(H A-2)

(4801)

(H A-4)

(H A-6)

(H A-5)

(3004)

(3G01)

(H A9)

(H A1)

(H A-7)

(H A8) (D

IESEL F

UEL)

I NVERT 1I NVE RT 2I NVE RT 3I NVE RT 4INVE RT 5 S T RUCT URE NUM BE RNORTHI NGE AST I NGRIM EL E VAT I ONS TRUCT URE M AT E RI ALPI PE S IZ E PI PE M ATE RIAL DI RE CT I ONDROP RI M T O I NVE RTI NVERT E L EVATI ONPI PE S IZ E PI PE M ATE RIAL DI RE CT I ONDROP RI M T O I NVE RT INVERT E L EVAT IONPI PE S IZ E PIPE M ATE RIAL DIRE CT I ONDROP RI M T O I NVE RT INVERT E L EVAT IONPI PE S I ZE PIPE M ATE RI AL DIRE CT I ONCONNE CT I ON ST RUCT URE DROP RI M T O I NVE RTI NVERT E L EVATI ONPI PE S IZ E PIPE M ATE RIAL DIRE CT I ONCONNE CT I ON ST RUCT URE DROP RI M T O I NVE RTI NVE RT E L EVATI ON CB10207N1920549. 3130E 337586.7640838. 172BRICK6 I NCHCL AY NE CB10236N1920659. 5050E337533. 8510835. 982BRI CK9 I NCHCL AYE 2.75833. 236 INCHCL AY SW 2.25833.73CB10451N1920452. 0400E 337272.4100842. 477BRICK9 I NCHCL AY W 2840. 48 CB10476N1920744.7910E337125. 2590840. 342BRI CK6 I NCHCLAY SW 2. 66837. 68 CB10497N1920711. 1860E337108. 2500840. 239BRI CK6 I NCHCLAYS W 3. 25836. 99 CB10804N1920409. 3990E337200. 1360842. 005BRI CK6 I NCHNE CB10805N1920448. 3620E 337219.3600842. 355BRICK10 INCHE 3. 2839.1610 I NCHW 3. 5838.86CB11352N1920665. 0350E 337559.5340835. 186BRICK9 I NCHCL AY W 2. 85832. 346 I NCHCLAY W2.85832.349 I NCHCL AY E 2. 75832. 44CB11372N1920891.4670E 337452. 9420830.942BRI CK9 INCHCLAY NW 2.66828. 28 CB11661N1920827.1430E 337641. 3090830.322BRI CK18 I NCHSE 18 INCHNW M H1219N1920463. 6510E 337563.7750841. 431BRICK6 I NCHCL AY W 5. 6835.836 INCHCL AY S SW 5. 6835.836 I NCHCL AY E 6835. 43M H10145N1920366.4460E 337481. 5450845.033BRI CK6 INCHE 3. 73841. 304 INCHS 3. 7841.334 INCHW 3.7841. 334 I NCHSW S 3. 7841. 33M H10303N1920635. 3740E 337396.0580843.83BRI CK6 I NCHE6. 68837. 154 I NCHWS W 6. 4837. 434 INCHW 843.834 I NCHNW 6. 6837.234 I NCHS 3.52840.31M H10336N1920653. 2580E 337365.7820844. 546BRICK4 I NCHCONCNW3. 92840. 634 I NCHCL AYS W 3. 71840. 844 I NCHCL AYS S E4. 11840.44MH10498N1920704. 7300E337102. 5800840. 561BRI CK12 INCHCL AY N840.5612 I NCHCLAYS 6 I NCHCL AYNE840. 56M H10808N1920434. 1120E 337204.7090842.486BRICK12 I NCHN 12 I NCHS M H11085N1920134.1860E 337545. 2860845.357BRI CK6 INCHCLAY N6. 21839.154 I NCHCL AYS W6. 15839. 214 I NCHCL AYS W 6. 2839. 164 INCHCLAY S6. 19839. 174 I NCHCL AYW 3.43841. 93M H11604N1920700. 9830E 337714.4350833.508BRICK24 I NCHCLAY NW 9. 72823. 7924 I NCHCL AYS E 9. 72823. 79833. 51MH11605N1920729. 4040E337737. 5320832. 413BRI CK10 I NCHPVCNW 8. 6823.8110 I NCHPVCS E8.6823. 816 I NCHPVCSW 4.8827. 61MH1218N1920377.0650E 337554. 4641843.876BRI CK6 INCHCL AY N7. 2836. 686 I NCHCLAY S7. 1836. 786 I NCHCLAYW 6.18837.704 INCHCL AY S WS 5. 86838. 02M H13352N1920409. 8840E 336592.4550838.934BRICK9 INCHCL AY W 2. 85836. 086 I NCHCL AYW 2.85836. 089 INCHCL AY E2. 75836. 18M H15043N1919886. 7420E337253. 1460843. 575BRI CK6 I NCHCLAY W3.2840. 38 SM H10643N1920380.8300E 337359.7230845.266BRI CK9 INCHCL AY E3. 88841. 396 I NCHCL AYW 5.12840. 156 INCHCLAY S6. 14839. 136 I NCHCL AYE BLDG5. 1840. 17CB1561N1919533. 2837E 337554. 0586842. 0926 I NCHNW 2. 94839. 158 I NCHNE c apped or dr op conn. 842.09842. 09842. 09CB1570N1919608. 5380E 337540. 1737843. 0736 I NCHS T EE L SW 1.41841. 664 INCHPVCS 1. 32841. 75843. 07843. 07843.07CB1571N1919571.7722E 337529. 4999843.3426" CB4 INCHPVCN0. 91842. 43843. 34843. 34843.34843.34CB1763N1919654.5829E337458. 6550844. 0238x14" CB, f ull of c onc / debris ; could go to 1764844. 02844.02844.02844.02M H10134N1920489. 5290E 337521.0900842. 4364 INCHNE 3. 28839. 164 I NCHSE 3.5838. 94842.44842.44842.44M H1562N1919552. 7821E337589. 8622843. 0976 I NCHNE 843. 106 I NCHSW 843.104 I NCHN843. 104 I NCHS 843.10843. 10M H1674N1919558. 4607E 337408. 1525844. 545 844. 55844. 55844. 55844.55844.55MH1675N1919553.8946E337404. 9612844. 556 844. 56844. 56844. 56844. 56844. 56MH1736N1919519.8161E 337450. 4573845.092 845.09845.09845. 09845. 09845. 09M H1764N1919661. 0318E 337471.4246844.48BL OCK6 I NCHCL AYNE 6. 22838. 266 I NCHCLAYS W 6. 11838. 374 I NCHPVCS W2. 41842.07844.48

PROJECT

AREA

CONSTRUCTION

TRAFFIC ROUTE

CONSTRUCTION

TRAFFIC ROUTE

DRAWING INDEX

CIVIL

VF-100 UTILITY AND SITE SURVEY

CD-100 PAVEMENT, SIGNAGE AND LANDSCAPE DEMOLITION PLAN

CD-101 NATURAL GAS DEMOLITION PLAN

CD-102 SEWER DEMOLITION

CD-103 WATER DEMOLITION

CG-200 GRADING PLAN

CG-201 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

CG-202 SITE DETAILS

ARCH

AD-100 BUILDING DEMOLITION, SIGNANGE AND MINOR REPAIR PLAN

AD-101 EXISTING BUILDING DIAGRAMS

AD-102 EXISTING BUILDING DIAGRAMS

MECHANICAL

MD-001 MECHANICAL SITE PLAN

ELECTRICAL

ED-101 ELECTRICAL DEMOLITION AND NEW WORK - POWER

ED-102 ELECTRICAL DEMOLITINO AND NEW WORK - POWER

ET-103 ELECTRICAL DEMOLITION AND NEW WORK - TELECOM

EJ-104 ELECTRICAL ONE LINE DIAGRAM

EJ-105 ELECTRICAL ONE LINE DIAGRAM - NEW WORK

EK-106 ELECTRICAL DETAILS

VA NORTHERN INDIANA HEALTH CARE SYSTEM

VA_VISN11_MARION-DEMOLITION

MARION, INDIANA

ISSUED FOR BIDDING

AUGUST 04, 2017

PROJECT NUMBER: 610-15-100

1700 EAST 38TH STREET, MARION INDIANA, 46953

1" = 200'-0"G-000

PROJECT LOCATION2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

A/E:

C :\r vt \2

V A

_ V

_M A

N -D

E M

N _C en tr a l _M

N .r vt /4

:4 :1

G-000

COVER SHEET 610-15-100

08-04-17 MN RG

ISSUED FOR BIDDING

MARION, IN

DEMOLISH BUILDINGS 7, 10, 11, 18,

24, 60 & CONNECTING CORRIDORS

HDR ARCHITECTURE, INC

600 HENNEPIN AVENUE, SUITE 260

MINNEAPOLIS, MN 55403

612-524-6000

KORDA ENGINEERING

1650 WATERMARK DR. SUITE 200

COLUMBUS, OH 43215

614-937-6278

7,10,11,18,24,60

Mark: Revision: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

A/E:

\rv t\2

6\V A_

N-

LIT

Ce ntr al_

.rv t

610-15-100

8/4/2017

ISSUED FOR BIDDING

MARION, IN

DEMOLISH BUILDINGS 7, 10, 11, 18,

24, 60 & CONNECTING CORRIDORS

HDR ARCHITECTURE, INC

600 HENNEPIN AVENUE, SUITE 260

MINNEAPOLIS, MN 55403

612-524-6000

KORDA ENGINEERING

1650 WATERMARK DR. SUITE 200

COLUMBUS, OH 43215

614-487-1650

7,10,11,18,24,60

Mark: Revision: Date:

ATDDNB

UTILITY SURVEY

EXISTING SITE AND

VF-100

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BASSWOOD

AutoCAD SHX Text 36"

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MAPLE

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CRABAPPLE

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MAPLE

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SWEET GUM

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24" CHERRY

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18" MAPLE

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CATALPA

AutoCAD SHX Text 36"

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CATALPA

AutoCAD SHX Text 36"

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CATALPA

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30" MAPLE

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30" MAPLE

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14" PINE

AutoCAD SHX Text 36"

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CATALPA

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CEDAR

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TULIP

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FRENCH DRAIN

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STEEL CIRCLE DRIVE

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ORCHARD AVENUE

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WATER STREET

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ORCHARD AVENUE

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FLOWER STREET

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CHAPMAN AVENUE

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NELSON AVENUE

AutoCAD SHX Text 8"

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Asphalt

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%%UNOTES:

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1. Property and Right-of-Way lines were obtained from Auditors Mapping. A property survey was not performed. 2. All underground utility locations are shown as accurately as possible based on surface evidence (valves and manholes), markings found in the field. Complete Subsurface Utility Engineering (SUE) Level A (or "potholing") on any utility in close proximity to proposed work to determine exact location prior to construction. 3. Underground steam lines, telephone lines, water lines and gas lines were marked in the field by Blood Hound Inc. 750 Patrick's Place, Suite B, Brownsburg, IN 46112 on September 22 and 23, 2016. 4. Sanitary sewers and storm sewers are shown based on a survey performed by Muxlow Surveying & Engineering and verified by Korda in September 2016. 5. Utility depths were not determined. 6. Design team performed survey locations of the SUE level B utility locations with independent utility locator and incorporated the utility locations into the existing survey provided by the VA in September 2016. The final survey was a blend of the new verified utility survey and the existing topographic survey (by others).

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text Underground Telephone

AutoCAD SHX Text G

AutoCAD SHX Text Sanitary Sewer

AutoCAD SHX Text Underground Electric line

AutoCAD SHX Text Valve

AutoCAD SHX Text Gas Line

AutoCAD SHX Text Water line

AutoCAD SHX Text Building/Wall

AutoCAD SHX Text Storm Sewer

AutoCAD SHX Text Manhole

AutoCAD SHX Text Curb Inlet

AutoCAD SHX Text Pavement/Walk

AutoCAD SHX Text %%uLEGEND

AutoCAD SHX Text

STEAM

AutoCAD SHX Text Steam Line

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STM

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AutoCAD SHX Text Bushes/Trees

AutoCAD SHX Text Fire Hydrant

AutoCAD SHX Text

AutoCAD SHX Text Underground Fiber Optic

AutoCAD SHX Text

AutoCAD SHX Text Light Pole

AutoCAD SHX Text Sanitary Manhole

AutoCAD SHX Text S

AutoCAD SHX Text Manhole

AutoCAD SHX Text E

AutoCAD SHX Text Sign

AutoCAD SHX Text Electrical Cabinet

AutoCAD SHX Text Electrical Vault

AutoCAD SHX Text Curb

AutoCAD SHX Text Chain Link Fence

AutoCAD SHX Text Geothermal Line

AutoCAD SHX Text Building Porch

AutoCAD SHX Text

GRAPHIC SCALE

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SCALE IN FEET

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AutoCAD SHX Text N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

A/E:

\rv t\2

6\V A_

N-

LIT

Ce ntr al_

.rv t

610-15-100

8/4/2017

ISSUED FOR BIDDING

MARION, IN

DEMOLISH BUILDINGS 7, 10, 11, 18,

24, 60 & CONNECTING CORRIDORS

HDR ARCHITECTURE, INC

600 HENNEPIN AVENUE, SUITE 260

MINNEAPOLIS, MN 55403

612-524-6000

KORDA ENGINEERING

1650 WATERMARK DR. SUITE 200

COLUMBUS, OH 43215

614-487-1650

7,10,11,18,24,60

Mark: Revision: Date:

ATDDNB

LANDSCAPE DEMOLITION PLAN

PAVEMENT, SIGNAGE, AND

CD-100

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18"WHITE PINE

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12" PINE

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BM 2

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BM 3

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BM 6

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BM 9

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BM 10

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48" OAK

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16" MAPLE

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16" MAPLE

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24" ASH

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48" OAK

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6" APPLE

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10" APPLE

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24" OAK

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30" MAPLE

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18" SPRUCE

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10" CEDAR

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24" TULIP

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16" MAPLE

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36" OAK

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30" OAK

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20" ASH

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30" OAK

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40" OAK

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36" BUCKEYE

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30" MAPLE

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16" PINE

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24" MAPLE

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24" TULIP

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14" BASSWOOD

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18" TULIP

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18" TULIP

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30" MAPLE

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12" APPLE

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10" APPLE

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30" MAPLE

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24" ELM

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30" TULIP

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30" MAPLE

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30" OAK

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36" OAK

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20" MAPLE

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30" MAPLE

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24" MAPLE

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30" MAPLE

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16" MAPLE

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16" PINE

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24" MAPLE

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24" MAPLE

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8" ASH

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12" BASSWOOD

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24" TULIP

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12" HAWTHORN

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12" APPLE

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12" ELM

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18" OAK

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36" BASSWOOD

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CP6

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10" BASSWOOD

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10" HAWTHORN

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18" PINE

AutoCAD SHX Text 36"

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12" HAWTHORN

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12" HAWTHORN

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12" HAWTHORN

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40" SYCAMORE

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24" OAK

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24" MAPLE

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30" MAPLE

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24" ELM

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12" PLUM

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24" MAPLE

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30" TULIP

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18" MAPLE

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24" MAPLE

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24" MAPLE

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30" CALTALPA

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24" MAPLE

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40" CALTALPA

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40" MAPLE

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24" MAPLE

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30" MAPLE

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30" MAPLE

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24" SPRUCE

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36" OAK

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18" SPRUCE

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18" SPRUCE

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30" OAK

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48" OAK

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16" SPRUCE

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24" MAPLE

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12" HAWTHORN

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24" MAPLE

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30" MAPLE

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60" ASH

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12 APPLE

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42" SYCAMORE

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24" MAPLE

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6" SPRUCE

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36" LOCUST

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36" ASH

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24" WALNUT

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48" ASH

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18" ASH

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18" MAPLE

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12" CEDAR

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AutoCAD SHX Text 20"

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18" MAPLE

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24" MAPLE

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24" SWEET GUM

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18" SWEET GUM

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30" MAPLE

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18" MAPLE

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24" MAPLE

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8" PINE

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24" MAPLE

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60" MAPLE

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15" OAK

AutoCAD SHX Text 36"

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8" BASSWOOD

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36" ASH

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30" PINE

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30" ASH

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18" PINE

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24" TULIP

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18" PINE

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18" SWEET GUM

AutoCAD SHX Text 8"

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42" ASH

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36" ELM

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3" MAPLE

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12" HAWTHORN

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12" HAWTHORN

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12" HAWTHORN

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12" SPRUCE

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18" MAPLE

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8" APPLE

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8" APPLE

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8" APPLE

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8" APPLE

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18" MAPLE

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24" ASH

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12" HAWTHORN

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48" OAK

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18" ASH

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12" HAWTHORN

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30" OAK

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18" MAPLE

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20" ASH

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30" MAPLE

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12" APPLE

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MAPLE

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BASSWOOD

AutoCAD SHX Text 36"

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MAPLE

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CRABAPPLE

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MAPLE

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SWEET GUM

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24" CHERRY

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18" MAPLE

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CATALPA

AutoCAD SHX Text 36"

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CATALPA

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CATALPA

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30" MAPLE

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30" MAPLE

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14" PINE

AutoCAD SHX Text 36"

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CATALPA

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CEDAR

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TULIP

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STEEL CIRCLE DRIVE

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ORCHARD AVENUE

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WATER STREET

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FLOWER STREET

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CHAPMAN AVENUE

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NELSON AVENUE

AutoCAD SHX Text Limits of Work

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AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Fenced Secure Area to Remain.

AutoCAD SHX Text Begin Fence Removal

AutoCAD SHX Text End Fence Removal

AutoCAD SHX Text Begin Fence Removal

AutoCAD SHX Text End Fence Removal

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18"WHITE PINE

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12" PINE

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BM 2

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BM 3

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BM 6

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48" OAK

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16" MAPLE

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16" MAPLE

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24" ASH

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48" OAK

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6" APPLE

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10" APPLE

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24" OAK

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30" MAPLE

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18" SPRUCE

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10" CEDAR

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24" TULIP

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16" MAPLE

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36" OAK

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30" OAK

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20" ASH

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30" OAK

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40" OAK

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36" BUCKEYE

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30" MAPLE

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16" PINE

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24" MAPLE

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24" TULIP

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14" BASSWOOD

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18" TULIP

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30" MAPLE

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12" APPLE

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10" APPLE

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30" MAPLE

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24" ELM

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30" TULIP

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30" MAPLE

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30" OAK

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36" OAK

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20" MAPLE

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30" MAPLE

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24" MAPLE

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30" MAPLE

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16" MAPLE

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16" PINE

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24" MAPLE

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24" MAPLE

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8" ASH

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12" BASSWOOD

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24" TULIP

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12" HAWTHORN

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12" APPLE

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12" ELM

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18" OAK

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36" BASSWOOD

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CP6

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10" BASSWOOD

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10" HAWTHORN

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18" PINE

AutoCAD SHX Text 36"

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12" HAWTHORN

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12" HAWTHORN

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12" HAWTHORN

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40" SYCAMORE

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24" OAK

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24" MAPLE

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30" MAPLE

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24" ELM

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12" PLUM

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24" MAPLE

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30" TULIP

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18" MAPLE

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24" MAPLE

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24" MAPLE

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30" CALTALPA

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24" MAPLE

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40" CALTALPA

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40" MAPLE

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24" MAPLE

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30" MAPLE

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30" MAPLE

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24" SPRUCE

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24" SPRUCE

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24" SPRUCE

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36" OAK

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18" SPRUCE

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18" SPRUCE

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30" OAK

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48" OAK

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16" SPRUCE

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24" MAPLE

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12" HAWTHORN

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24" MAPLE

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30" MAPLE

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60" ASH

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12 APPLE

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42" SYCAMORE

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24" MAPLE

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6" SPRUCE

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36" LOCUST

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36" ASH

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24" WALNUT

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48" ASH

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18" ASH

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18" MAPLE

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12" CEDAR

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18" MAPLE

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24" MAPLE

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24" SWEET GUM

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18" SWEET GUM

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30" MAPLE

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18" MAPLE

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24" MAPLE

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8" PINE

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24" MAPLE

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60" MAPLE

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15" OAK

AutoCAD SHX Text 36"

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8" BASSWOOD

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36" ASH

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30" PINE

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30" ASH

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18" PINE

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24" TULIP

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18" PINE

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18" SWEET GUM

AutoCAD SHX Text 8"

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42" ASH

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36" ELM

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3" MAPLE

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12" HAWTHORN

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12" HAWTHORN

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12" SPRUCE

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18" MAPLE

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8" APPLE

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8" APPLE

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8" APPLE

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8" APPLE

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18" MAPLE

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24" ASH

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12" HAWTHORN

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48" OAK

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18" ASH

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12" HAWTHORN

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30" OAK

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18" MAPLE

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20" ASH

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30" MAPLE

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12" APPLE

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MAPLE

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BASSWOOD

AutoCAD SHX Text 36"

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MAPLE

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CRABAPPLE

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MAPLE

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SWEET GUM

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24" CHERRY

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18" MAPLE

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CATALPA

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CATALPA

AutoCAD SHX Text 36"

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CATALPA

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30" MAPLE

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30" MAPLE

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14" PINE

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CATALPA

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CEDAR

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TULIP

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STEEL CIRCLE DRIVE

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ORCHARD AVENUE

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WATER STREET

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ORCHARD AVENUE

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FLOWER STREET

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CHAPMAN AVENUE

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NELSON AVENUE

AutoCAD SHX Text Limits of Work

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AutoCAD SHX Text Asphalt

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Concrete

AutoCAD SHX Text Concrete Sidewalk

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Fenced Secure Area to Remain.

AutoCAD SHX Text Begin Fence Removal

AutoCAD SHX Text End Fence Removal

AutoCAD SHX Text Begin Fence Removal

AutoCAD SHX Text End Fence Removal

AutoCAD SHX Text Remove existing asphalt, gravel, and concrete pavement, concrete sidewalk, and pavement base materials

AutoCAD SHX Text Remove existing concrete curb and gutter

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

1. Dispose of all demolition and construction debris and spoils off-site in accordance with Dispose of all demolition and construction debris and spoils off-site in accordance with project specifications. 2. Remove and dispose of all on site features shown to be demolished on the plan. Remove and dispose of all on site features shown to be demolished on the plan. 3. Saw-cut existing pavement at limits of pavement removal to full depth using care to Saw-cut existing pavement at limits of pavement removal to full depth using care to cut neat, straight lines. Cut at existing joints where possible. 4. Contractor to protect all existing site features to remain during construction. Repair Contractor to protect all existing site features to remain during construction. Repair any damage to the satisfaction of the owner at no additional cost. 5. Use all means necessary to control dust at the site. Provide street cleaning when Use all means necessary to control dust at the site. Provide street cleaning when necessary, and when requested by owner. 6. Grade site during construction to provide positive drainage to existing and/or proposed Grade site during construction to provide positive drainage to existing and/or proposed storm water management systems. 7. Refer to Sheets CD-101 - CD-103 for Utility demolition and/or removal. Coordinate Refer to Sheets CD-101 - CD-103 for Utility demolition and/or removal. Coordinate extents of pavement and curb repair with required utility work. See sheet CD-101 - CD-103 for areas that will be affected. 8. Remove Trees and Shrubs as indicated. Remove Stumps and Root Systems to a depth Remove Trees and Shrubs as indicated. Remove Stumps and Root Systems to a depth of 24 inches. 9. Existing signage removed to be returned to Owner. Existing signage removed to be returned to Owner. 10. Refer to Electrical Drawings for Electrical demolition. Refer to Electrical Drawings for Electrical demolition. 11. Design team performed survey locations of the SUE level B utility locations with Design team performed survey locations of the SUE level B utility locations with independent utility locator and incorporated the utility locations into the existing survey provided by the VA. The final survey was a blend of the new verified utility survey and the existing topographic survey (by others).

AutoCAD SHX Text Coded Notes:

AutoCAD SHX Text

1. Remove existing signage and return to Owner. Remove existing signage and return to Owner. 2. Remove existing post. Remove existing post. 3. Protect existing asphalt, concrete, or gravel pavement to remain. Protect existing asphalt, concrete, or gravel pavement to remain. 4. Remove existing chain link fence. Return all fencing/gates/hardware to site Remove existing chain link fence. Return all fencing/gates/hardware to site on station as directed by Owner. 5. Existing chain link fence to remain. Refer to Sheet CG-200 for Proposed Existing chain link fence to remain. Refer to Sheet CG-200 for Proposed Fencing.

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Existing Buildings to be removed. Refer to Sheet AD-100.

AutoCAD SHX Text Remove existing tree

AutoCAD SHX Text Limits of Work

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text Existing Underground Telephone

AutoCAD SHX Text G

AutoCAD SHX Text Existing Sanitary Sewer

AutoCAD SHX Text Existing Underground Electric line

AutoCAD SHX Text Existing Valve

AutoCAD SHX Text Existing Gas Line

AutoCAD SHX Text Existing Water line

AutoCAD SHX Text Existing Building/Wall

AutoCAD SHX Text Existing Storm Sewer

AutoCAD SHX Text Existing Manhole

AutoCAD SHX Text Existing Curb Inlet

AutoCAD SHX Text Existing Pavement/Walk

AutoCAD SHX Text

STEAM

AutoCAD SHX Text Existing Steam and Condensation Return line

AutoCAD SHX Text

STM

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AutoCAD SHX Text Existing Bushes/Trees

AutoCAD SHX Text Existing Fire Hydrant

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AutoCAD SHX Text Existing Underground Fiber Optic

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AutoCAD SHX Text Existing Light Pole

AutoCAD SHX Text Existing Sanitary Manhole

AutoCAD SHX Text S

AutoCAD SHX Text Existing Manhole

AutoCAD SHX Text E

AutoCAD SHX Text Existing Sign

AutoCAD SHX Text Existing Electrical Cabinet

AutoCAD SHX Text Existing Electrical Vault

AutoCAD SHX Text Existing Curb

AutoCAD SHX Text Existing Chain Link Fence

AutoCAD SHX Text Chain Link Fence To Be Removed

AutoCAD SHX Text

GRAPHIC SCALE

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SCALE IN FEET

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

A/E:

\rv t\2

6\V A_

N-

LIT

Ce ntr al_

.rv t

610-15-100

8/4/2017

ISSUED FOR BIDDING

MARION, IN

DEMOLISH BUILDINGS 7, 10, 11, 18,

24, 60 & CONNECTING CORRIDORS

HDR ARCHITECTURE, INC

600 HENNEPIN AVENUE, SUITE 260

MINNEAPOLIS, MN 55403

612-524-6000

KORDA ENGINEERING

1650 WATERMARK DR. SUITE 200

COLUMBUS, OH 43215

614-487-1650

7,10,11,18,24,60

Mark: Revision: Date:

ATDDNB

NATURAL GAS DEMOLITION

CD-101

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BM 2

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BM 3

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BM 6

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BM 9

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STEEL CIRCLE DRIVE

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ORCHARD AVENUE

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WATER STREET

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ORCHARD AVENUE

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FLOWER STREET

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CHAPMAN AVENUE

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NELSON AVENUE

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AutoCAD SHX Text Limits of Work

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1. Dispose of all demolition and construction debris and spoils off-site in accordance with Dispose of all demolition and construction debris and spoils off-site in accordance with project specifications. 2. Remove and dispose of all on site features as shown on the plan. Remove and dispose of all on site features as shown on the plan. 3. Contractor to protect existing site features to remain outside construction limits. Contractor to protect existing site features to remain outside construction limits. Repair any damage to the satisfaction of the owner at no additional cost. 4. Use all means necessary to control dust at the site. Provide street cleaning when Use all means necessary to control dust at the site. Provide street cleaning when direct to do so by Owner. 5. Grade site during construction to provide positive drainage to existing and/or proposed Grade site during construction to provide positive drainage to existing and/or proposed storm water management systems. 6. Refer to Mechanical Drawings for Mechanical demolition, including site mechanical Refer to Mechanical Drawings for Mechanical demolition, including site mechanical utilities (steam, etc). Coordinate with Asbestos Abatement Contractor before demolition of manholes. 7. Refer to Electrical Drawings for Electrical demolition, including site electrical and Refer to Electrical Drawings for Electrical demolition, including site electrical and communication utilities. 8. All openings in manholes remaining, after existing pipes have been removed, shall be All openings in manholes remaining, after existing pipes have been removed, shall be thoroughly and neatly closed with masonry brick and cement mortar. 9. Design team performed survey locations of the SUE level B utility locations with Design team performed survey locations of the SUE level B utility locations with independent utility locator and incorporated the utility locations into the existing survey provided by the VA. The final survey was a blend of the new verified utility survey and the existing topographic survey (by others). 10. Contractor is responsible for accurately locating (plan & elevation) existing site utilities Contractor is responsible for accurately locating (plan & elevation) existing site utilities on site. Provide Subsurface Utility Engineering (SUE) Level A at up to 40 locations. Locations to be determined by the Contractor. 11. Contractor shall provide As-Built Locations of all Caps/Plugs. Contractor shall provide As-Built Locations of all Caps/Plugs. 12. Backfill excavations where utilities are removed to the grade shown on plans with Backfill excavations where utilities are removed to the grade shown on plans with structural fill material. Place and compact fill in loose lifts (8 inches thick or less) to 95% Standard Proctor dry density (ASTM-D698). The moisture content of new fill shall be controlled to within 3±% of optimum moisture content based on ASTM D-698.Backfill material shall be per Project Specification Section 31 20 00 2.1.B

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Existing buildings to be removed. Refer to Sheet AD-100.

AutoCAD SHX Text Remove existing utility as shown on plan.

AutoCAD SHX Text Cut and Plug Utility.

AutoCAD SHX Text Remove Ex. Structure

AutoCAD SHX Text Limits of Work

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GRAPHIC SCALE

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SCALE IN FEET

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%%ULEGEND

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AutoCAD SHX Text Existing Curb Inlet

AutoCAD SHX Text Existing Pavement/Walk

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Existing Chain Link Fence

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

A/E:

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610-15-100

8/4/2017

ISSUED FOR BIDDING

MARION, IN

DEMOLISH BUILDINGS 7, 10, 11, 18,

24, 60 & CONNECTING CORRIDORS

HDR ARCHITECTURE, INC

600 HENNEPIN AVENUE, SUITE 260

MINNEAPOLIS, MN 55403

612-524-6000

KORDA ENGINEERING

1650 WATERMARK DR. SUITE 200

COLUMBUS, OH 43215

614-487-1650

7,10,11,18,24,60

Mark: Revision: Date:

ATDDNB

SEWER DEMOLITION

STORM/SANITARY

CD-102

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AutoCAD SHX Text Limits of Work

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AutoCAD SHX Text Geothermal Lines

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1. Dispose of all demolition and construction debris and spoils off-site in accordance with Dispose of all demolition and construction debris and spoils off-site in accordance with project specifications. 2. Remove and dispose of all on site features as shown on the plan. Remove and dispose of all on site features as shown on the plan. 3. Contractor to protect existing site features to remain outside construction limits. Contractor to protect existing site features to remain outside construction limits. Repair any damage to the satisfaction of the owner at no additional cost. 4. Use all means necessary to control dust at the site. Provide street cleaning when Use all means necessary to control dust at the site. Provide street cleaning when direct to do so by Owner. 5. Grade site during construction to provide positive drainage to existing and/or proposed Grade site during construction to provide positive drainage to existing and/or proposed storm water management systems. 6. Refer to Mechanical Drawings for Mechanical demolition, including site mechanical Refer to Mechanical Drawings for Mechanical demolition, including site mechanical utilities (steam, etc). Coordinate with Asbestos Abatement Contractor before demolition of manholes. 7. Refer to Electrical Drawings for Electrical demolition, including site electrical and Refer to Electrical Drawings for Electrical demolition, including site electrical and communication utilities. 8. Design team performed survey locations of the SUE level B utility locations with Design team performed survey locations of the SUE level B utility locations with independent utility locator and incorporated the utility locations into the existing survey provided by the VA. The final survey was a blend of the new verified utility survey and the existing topographic survey (by others). 9. Contractor is responsible for accurately locating (plan & elevation) existing site utilities Contractor is responsible for accurately locating (plan & elevation) existing site utilities on site. Provide Subsurface Utility Engineering (SUE) Level A at up to 40 locations. Locations to be determined by the Contractor. 10. Backfill excavations where utilities are removed to the grade shown on plans with Backfill excavations where utilities are removed to the grade shown on plans with structural fill material. Place and compact fill in loose lifts (8 inches thick or less) to 95% Standard Proctor dry density (ASTM-D698). The moisture content of new fill shall be controlled to within 3±% of optimum moisture content based on ASTM D-698.Backfill material shall be per Project Specification Section 31 20 00 2.1.B

AutoCAD SHX Text Coded Notes:

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1. Protect Existing Utility To Remain Protect Existing Utility To Remain 2. All openings in manholes remaining, after existing pipes have been removed, shall be All openings in manholes remaining, after existing pipes have been removed, shall be thoroughly and neatly closed with masonry brick and cement mortar.

AutoCAD SHX Text General Notes:

AutoCAD SHX Text Existing…

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