Attachment III - Drawings.pdf

PDF 13 MB Posted Feb 16, 2022

Attached to: P500--Demolish Building 50 610-20-201
Solicitation number: 36C25022B0018
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 27, 2023

This federal contract opportunity solicitation requests demolition services for Building 50 at the VA Northern Indiana Health Care System campus in Marion, Indiana. The solicitation seeks a contractor to provide all labor, equipment, materials and supervision necessary to demolish the building and remove debris. The scope of work includes asbestos and equipment abatement, foundation removal to 24 inches below grade, wall and slab removal, utility disconnection, and installation of new asphalt, curbs, sidewalks and signage. All work must be completed within 130 calendar days of the notice to proceed. The soliciting agency is the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10.

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Other files

File	Type	Posted
36C25022B0018 0005.pdf	PDF	Apr 13, 2022
36C25022B0018 0004.pdf	PDF	Apr 5, 2022
36C25022B0018 0003.pdf	PDF	Mar 28, 2022
36C25022B0018 0002.pdf	PDF	Mar 18, 2022
Roster Site Visit -2.pdf	PDF	Mar 18, 2022
Roster Site Visit -1.pdf	PDF	Mar 18, 2022
Attachment I - RFI Form.doc	DOC document	Feb 18, 2022
36C25022B0018 0001 (1).pdf	PDF	Feb 18, 2022
Attachment V - Flu Directive.pdf	PDF	Feb 16, 2022
Attachment VI - EMR Certification Form 610-20-201.docx	DOCX document	Feb 16, 2022
Attachment II - Specifications.pdf	PDF	Feb 16, 2022
36C25022B0018_1.docx	DOCX document	Feb 16, 2022
Attachment I - RFI Form.doc	DOC document	Feb 16, 2022
Attachment IV - Wage Determination.pdf	PDF	Feb 16, 2022

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\c a rt e \D o c u m e n ts

L o c a l R e v it F ile s \2

F E

M a ri o n -D e m o lit io n o f B c a rt e r.

d a n ie l0

.r v t

A M

G000

COVER SHEET

Owner

06/01/2021 ET BL

DEMOLISH BUILDING 50,

MARION

#610-20-201

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS 50

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

PROJECT #610-20-201

DEMOLISH BUILDING 50, MARION

DEPARTMENT OF VETERANS AFFAIRS

N.I.H.C.S.

1700 E. 38TH ST MARION, INDIANA

C A M P U S L O C A T I O N S I T E M A P

1. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND SHALL BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR OFFICE REPRESENTATIVE (COR).

2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND

CONSTRUCTION.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

4. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE COR TO MINIMIZE DISRUPTIONS OF NORMAL

FUNCTIONS OF THE OWNER'S OCCUPIED AREAS.

5. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE COR FOR THE SCHEDULED TIME OF THE CONSTRUCTION ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE COR. THE COR RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO

OCCUPIED SPACES.

6. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT AREAS THAT ARE IN OPERATION AND SERVED BY THEM.

COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH COR. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE COR'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE COR.

7. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO COR'S OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL CONSTRUCTION ACTIVITY

INCLUDING BUT NOT LIMITED TO DUST AND WATER.

8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE COR BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS

RELATED TO HOT WORK.

9. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

10. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE COR FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF OFF STATION IN AN APPROVED LANDFILL. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK.

11. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO

MECHANICAL, ELECTRICAL AND PLUMBING.

12. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE WORK.

13. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

14. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/COR PRIOR TO PROCEEDING WITH WORK BY

FORMAL REQUEST FOR INFORMATION.

15. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/COR VIA FORMAL REQUEST FOR INFORMATION. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE COR IS RECEIVED.

16. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

17. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA

REGULATIONS.

18. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS

LOCATED.

19. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE

PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

20. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE

DRAWINGS.

21. VERIFY ALL CONDITIONS PRIOR TO DEMOLITION. NOTIFY CONTRACTOR OFFICE REPRESENTATIVE (COR) OF ANY DISCREPANCIES.

22. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE DEMOLITION ACTIVITIES AND DISCONNECTS AS REQUIRED.

P R O J E C T N O T E S :

D R A W I N G I N D E X

Sheet Number Sheet Name

GENERAL

G000 COVER SHEET

G001 LEGENDS AND ABBREVIATIONS

G002 TRAFFIC CONTROL

CIVIL

VF101 EXISTING SITE AND UTILITY SURVEY

CD101 PAVEMENT, SIGNAGE AND LANDSCAPE DEMOLITION PLAN

CD102 SITE UTILITIES DEMOLITION PLAN

CD501 SEDIMENT CONTROL AND CIVIL DETAILS

CG101 EROSION AND SEDIMENT CONTROL PLAN

CP101 PARKING AREA HORIZONTAL CONTROL PLAN

CP102 PARKING AREA VERTICAL CONTROL PLAN

CP501 PAVEMENT DETAILS

CP502 SIGNAGE AND STRIPING DETAILS

ARCHITECTURE

AD100 BASEMENT DEMOLITION PLAN

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 SECOND FLOOR DEMOLITON PLAN

AD103 ROOF DEMOLITION PLAN

AD121 ELEVATIONS

PLUMBING

PD-101 BASEMENT PLUMBING DEMOLITION PLAN

MECHANICAL

MD-100 BASEMENT MECHANICAL DEMOLITION

TECHNOLOGY

ED-101 TECHNOLOGY DEMOLITION PLAN

BUILDING 50

SCALE: N.T.SSCALE: N.T.S

Revisions: Date:

CONSTRUCTION BID DOCUMENTS 06/01/2021

12440 EXPIRES 12/31/2021

EILEEN TRIMBACH

ELEC

ELECTRIC BOX

ELECTRIC MANHOLE

TELEPHONE BOX

WATER VALVE

FIRE HYDRANT

POST INDICATOR VALVE

STORM MANHOLE

STORM MANHOLE PER RECORD

CATCH BASIN

SINGLE GRATE INLET

DRAIN

DOWNSPOUT

SANITARY MANHOLE

MANHOLE

AIR CONDITIONING UNIT

BOLLARD

GAS

UNDERGROUND ELECTRIC

UNDERGROUND ELECTRIC PER RECORD

UNDERGROUND TELEPHONE

UNDERGROUND TELEPHONE PER RECORD

WATER

WATER PER RECORD

STEAM

STEAM PER RECORD

SANITARY/STORM LINE

SANITARY/STORM PER RECORD

FENCE

ASPHALT

BUILDING EXTENTS

WALL

CONCRETE

SANITARY MANHOLE PER RECORD

G-001

LEGENDS AND

ABBREVIATIONS

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS

CONSTRUCTION BID DOCUMENTS 06/01/2021

LINETYPE LEGEND

CABLE, COAXIAL - EXISTING

CABLE, COAXIAL

CABLE, FIBER OPTIC - EXISTING

CABLE, FIBER OPTIC

DOMESTIC WATER - EXISTING

DOMESTIC WATER

DRAINAGE BASIN BOUNDARY

ELECTRICAL, OVERHEAD - EXISTING

ELECTRICAL, OVERHEAD

ELECTRICAL, UNDERGROUND - EXISTING

ELECTRICAL, UNDERGROUND

FENCE

FLOWLINE

LIMITS OF CONSTRUCTION

NATURAL GAS - EXISTING

NATURAL GAS

SANITARY SEWER - EXISTING

SANITARY SEWER

SEDIMENT CONTROL LOG

SILT FENCE

STORM SEWER - EXISTING

STORM SEWER

MAJOR CONTOUR - EXISTING

MAJOR CONTOUR

MINOR CONTOUR - EXISTING

MINOR CONTOUR

PROPERTY LINE

PROPERTY SETBACK/EASMENT

TELECOM, OVERHEAD - EXISTING

TELECOM, OVERHEAD

TELECOM, UNDERGROUND - EXISTING

TELECOM, UNDERGROUND

CONTOUR LABEL - EXISTING

CONTOUR LABEL

SYMBOL LEGEND

BENCHMARK/ELEVATION

FIRE HYDRANT

CLEAN OUT

HANDICAP PARKING

IRRIGATION CONTROL BOX

LIGHT POLE

MANHOLE, ELECTRIC

MANHOLE, SANITARY SEWER

MANHOLE, STORM SEWER

MANHOLE, TELEPHONE/COMMUNICATION

MANHOLE, WATER

METER, ELECTRIC

METER, GAS

METER, WATER

PANEL POINT

POWER POLE

PUMP/ WELL HEAD

SEDIMENT CONTROL BMP

SCHEDULE TAG

SIGN

TREE, CONIFEROUS

TREE, DECIDUOUS

VALVE, BUTTERFLY

VALVE, GATE

WELL

HATCHING LEGEND

ASPHALT

CONCRETE

FLOODPLAIN

FLOODWAY

GRAVEL

SOIL, DISTURBED

SOIL, UNDISTURBED

WETLANDS

ABC AGGREGATE BASE COURSE

ADA AMERICANS WITH DISABILITIES

ACT

APA AMERICAN PLYWOOD

ASSOCIATION

AGGR AGGREGATE

ALT ALTERNATE OR ALTITUDE

APPROX APPROXIMATE

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASPH ASPHALT

AWG AMERICAN WIRE GAUGE

B&F BELL AND FLANGE

B&S BELL AND SPIGOT

BCV BUTTERFLY CHECK VALVE

BF BOTTOM FACE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BLDG BUILDING

BM BEAM OR BENCHMARK

BRG BEARING

BV BALL VALVE

CB CATCH BASIN OR CEMENT BASE

CD CONSTRUCTION DOCUMENTS

CEM CEMENT or CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND

CI CAST IRON OR CURB INLET

CIP CAST-IN-PLACE OR CAST IRON

PIPE

CJ CONSTRUCTION JOINT OR

CONTROL JOINT

CL CENTER LINE, CLASS, OR CLOSE

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT/CONTRACTING

OFFICER

COMM COMMUNICATION

CONC CONCENTRIC OR CONCRETE

COORD COORDINATE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

COV COVER OR CUT OFF VALVE

CRSI CONCRETE REINFORCING STEEL

INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSP CONCRETE SEWER PIPE

CTR CENTER, CONTOUR, OR COOLING

TOWER RETURN

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER OR CUBIC

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CV CONTROL VALVE

d PENNY (NAIL)

DBL DOUBLE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DI DROP INLET

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIM DIMENSION

DIP DUCTILE IRON PIPE

DIST DISTANCE

DIV DIVISION

DOC DOCUMENT

DOUG FIR DOUGLAS FIR

DOZ DOZEN

DR DRAIN OR DRIVE

DS DOWNSPOUT

DW DOMESTIC WATER

DWG DRAWING

E EAST/EXISTING

EA EACH

EC EDGE OF CURB

EJ EXPANSION JOINT

EL EASEMENT LINE OR ELEVATION

EOS EDGE OF SLAB

EP EDGE OF PAVEMENT (PAVING)

EPA ENVIRONMENTAL PROTECTION

AGENCY

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EDGE OF SHOULDER

ESMT EASEMENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXST GR EXISTING GRADE

F FIRE LINE; FEMALE; FAHRENHEIT

FFE FINISH FLOOR ELEVATION

FH FIRE HYDRANT

FLG FLANGE

FL FLOW LINE

FOC FACE OF CURB

FP FIRE PROTECTION OR FLAGPOLE

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET OR FOOT

FTG FOOTING

G GROUND OR NATURAL GAS

GA GAGE

GAL GALLON

GC GENERAL CONTRACTOR

GEN GENERATOR

GIP GALVANIZED IRON PIPE

GPD GALLONS PER DAY

GT GREASE TRAP

GTV GATE VALVE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HANDICAP/HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDWL HEADWALL

HH HAND HOLE

HORIZ HORIZONTAL

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

ID INSIDE DIAMETER

INCL INCLUDED

INFO INFORMATION

INV INVERT

IP IRON PIPE

IRREG IRREGULAR

IW IRRIGATION WATER

L ANGLE

LAT LATITUDE

LF LINEAR FEET (FOOT)

LIN LINEAR

LNG LONGITUDE

LOC LOCATION

LONG LONGITUDINAL

LOS LINE OF SIGHT

LPT LOW POINT

LT LIGHT

MAINT MAINTENANCE

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION

SYSTEM

MAX MAXIMUM

MB MAIL BOX

MED MEDIUM

MEMO MEMORANDUM

MER MERIDIAN

MFD MANUFACTURED

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MTG MEETING

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

NA NOT APPLICABLE

NDS NATIONAL DESIGN SPECIFICATION

FOR WOOD CONSTRUCTION

NIC NOT IN CONTRACT

NOM NOMINAL

NRCP NON-REINFORCED CONCRETE

PIPE

NTP NOTICE TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OFD OVERFLOW DRAIN

OPNG OPENING

OZ OUNCE

PA PIPE ANCHOR

PB PULL BOX

PC POINT OF CURVE

PCA PORTLAND CEMENT ASSOCIATION

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PERF PERFORATED

PERIM PERIMETER

PERM PERMANENT

PERP PERPENDICULAR

PG PRESSURE GAGE OR PROFILE

GRADE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PK GAR PARKING GARAGE

PK LOT PARKING LOT

PMPSCT PUMP SUCTION

PE POLYETHYLENE (PLASTIC)

PP POLYPROPYLENE (PLASTIC)

PREP PREPARATION

PREV PREVIOUS

PRKG PARKING

PROP PROPERTY

PRV PRESSURE REGULATOR VALVE

OR PRESSURE RELIEF VALVE

PS CONC PRESTRESSED CONCRETE

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POST TENSIONED

PVC POLYVINYL CHLORIDE (PLASTIC)

QTR QUARTER

QTY QUANTITY

R RADIUS OR RANGE

RC REINFORCED CONCRETE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RDC REDUCER

REBAR REINFORCING STEEL BARS

REQ REQUIRE

RFI REQUEST FOR INFORMATION

ROW RIGHT OF WAY

RV RELIEF VALVE

RW ROADWAY

SAN SANITARY

SB SPLASH BLOCK

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SECT SECTION

SJ SCORED JOINT

SMH STEAM MANHOLE

SMP SUMP PUMP

SOV SHUT OFF VALVE

SP STANDPIPE OR SUMP PIT

SP EL SPOT ELEVATION

SPKLR SPRINKLER

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SR STEAM RETURN

SS SANITARY SEWER

SSP STAINLESS STEEL PIPE

STA STATION

STD STANDARD

STM STEAM/STORM

SURF SURFACE

SURV SURVEY

SWR SEWER

SYM SYMBOL

TAN TANGENT

TELE TELEPHONE

TEMP TEMPORARY

THRU THROUGH

TBC TOP BACK OF CURB

TOW TOP OF WALL

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TYP TYPICAL

UFC UNIFORM FACILITIES CRITERIA

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VB VALVE BOX

VC VERTICAL CURVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W WASTE, WEST, OR WIDE

WP WATER PUMP

WTR WATER

P R O P O S E D L E G E N D A B B R E V I A T I O N S E X I S T I N G L E G E N D

1. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE

SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST

INFORMATION AVAILABLE AND ARE GIVEN FOR THE

CONVENIENCE OF THE CONTRACTOR. ALL UNFORESEEN

UTILITIES WHICH INTERFERE WITH THE PROPOSED

CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE

VETERAN AFFAIRS CONTRACTING OFFICER'S REPRESENTATIVE

(COR) FIRST. ANY DELAY OR INCONVENIENCE CAUSED TO THE

CONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES

SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA

COMPENSATION TO THE CONTRACTOR WILL BE ALLOWED.

2. CONTRACTOR SHALL DIVERT CONSTRUCTION DEBRIS FROM

DISPOSAL IN LANDFILLS AND INCINERATORS, WHENEVER IT CAN

BE ACCOMPLISHED, BY SEPARATING MATERIAL THAT CAN BE

RECYCLED AND DIVERTING IT TO RECYCLING FACILITY. SOLID

WASTE THAT CAN NOT BE DIVERTED TO A RECYCLING FACILITY

SHALL GO TO A STATE CERTIFIED LANDFILL.

3. WHEN THE CONTRACTOR DISCOVERS ANY CONFLICT BETWEEN

THE DESIGN LOCATION OF WORK UNDER THIS CONTRACT AND AN

EXISTING UTILITY, THE CONTRACTOR SHALL NOTIFY THE COR

IMMEDIATELY.

4. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING UTILITY

LOCATIONS PRIOR TO DIGGING. IF THE CONTRACTOR

ENCOUNTERS ANY UNDOCUMENTED LINES, THE CONTRACTOR

SHALL IMMEDIATELY STOP WORK IN THE AREA OF THE LINE AND

NOTIFY THE COR SO THAT ANY CONFLICTS CAN BE MITIGATED. IF

DAMAGES OCCURS, IT SHALL BE REPAIRED AT THE CONTRACTOR

EXPENSE, PER COR APPROVAL.

5. EQUIPMENT AND MATERIALS NOT INCORPORATED IN PROJECT

SCOPE SHALL NOT BE STORED OR STOCKED ON SITE. UNLESS

WRITTEN PERMISSION IS RECEIVED FROM THE VETERAN'S

AFFAIRS (VA).

6. TRENCHES AND OPEN EXCAVATIONS SHALL BE APPROPRIATELY

MARKED AND PROTECTED BY THE CONTRACTOR. NO TRENCHES

OR EXCAVATIONS SHALL REMAIN UNPROTECTED OVERNIGHT.

CONTRACTOR SHALL PROVIDE PROTECTION SUFFICIENT TO

MAINTAIN PUBLIC SAFETY, IN ACCORDANCE WITH THE VA AND

OSHA REGULATIONS. (FENCES, BARRICADES, LIGHTS)

7. ADHERE TO THE NOISE ORDINANCE OF THE VA.

8. ADHERE TO THE VA'S REQUIREMENTS FOR CONSTRUCTION

PARKING AND SHALL REQUIRE THAT THEIR EMPLOYEES AND ALL

SUB-TRADE EMPLOYEES PARK ONLY IN DESIGNATED AREA(S).

THE COR WILL ADVISE THE CONTRACTOR OF THESE

REQUIREMENTS.

9. ADHERE TO THE VA'S CONSTRUCTION RULES OF CONDUCT. A

COPY OF WHICH IS AVAILABLE FROM THE COR, IF APPLICABLE.

G E N E R A L N O T E S

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text T

AutoCAD SHX Text

I O

N A

T I O

N A

E M

E T

A R

1 - VACANT BUILDING

2 - ADMINISTRATION

1301 NCA

73 VHA

ADMINISTRATOIN

& MAINTENACE

3 - VACANT BUILDING

4 - STORAGE

5 - ADMINISTRATION

6 - ADMINISTRATION

8 - GYMNASIUM

9 - PRINTING & MAIL

15 - PATIENT BUILDING

16 - PATIENT BUILDING

17 - PATIENT BUILDING

26 - QUARTERS DUPLEX

27 - QUARTERS DUPLEX

28 - QUARTERS DUPLEX

29 - QUARTERS DUPLEX

30 - QUARTERS DUPLEX

31 - QUARTERS DUPLEX

32 - QUARTERS SINGLE

33 - QUARTERS DUPLEX

34 - QUARTERS SINGLE

41 - TRANSPORTATION OFFICE

47 - THEATER

49 - LIBRARY

50 - RESTRICTED BUILDING

51 - ENGINEERING SHOP

52 - ENGINEERING OFFICE

53 - ENGINEERING SHOP

54 - SHEET METAL SHOP

55 - WAREHOUSE

58 - GROUNDS CREW BUILDING

65 - CHAPEL

76 - BOILER PLANT

78 - PUMP HOUSE #1

79 - LAUNDRY BUILDING

91 - 1-CAR GARAGE (BLDG. 32)

93 - 1-CAR GARAGE (BLDG. 34)

97 - MASON SHOP

102 - QUARTERS DUPLEX

105 - GATE HOUSE

108 - MAIN GAS HOUSE

114 - SECURITY BUILDING

119 - INCINERATOR

120 - PUMP HOUSE #3

123 - GARAGE (BLDG. 26-31)

124 - CLINICAL & OUTPATIENT

125 - 2-CAR GARAGE (BLGD. 33)

127 - TELEPHONE

128 - TRANSFORMER VAULT

136 - WATER TOWER

138 - PATIENT BUILDING

145 - SUB-STATION

147 - UNDERGROUND FUEL TANK

153 - SHELTER HOUSE

156 - REC. SVC. STORAGE

165 - ENGINEERING STORAGE

172 - GEROPSYCHIATRIC FACILITY

173 - GREENHOUSE

174 - DIETETICS

175 - ELECTRICAL

176 - ELECTRICAL (BLDG. 138)

177 - ELECTRICAL (BLDG. 17)

180 - COOLING TOWER (BLDG. 174)

191 - ABOVE GROUND FUEL TANK

192 - ABOVE GROUND FUEL TANK

193 - ABOVE GROUND FUEL TANK

HA4 - U.S.S. MAINE PLAQUE

137 - ENGINEERING WASH

155 - GAZABO

190 - SAULT STORAGE

142 - FLAG POLE

3001 NCA

69 VHA

UPPER BARN

3002 NCA

72 VHA

LOWER BARN

3003 NCA

83 VHA

CARTAKER HOUSE

ES NCA

3004 VHA

MB NCA

3G01 VHA

HA-1

HA-2

MAINTENANCE &

WASH BAY

MATERIAL BINS

COMMITTAL SHELTER

BIVOUAC OF THE

DEAD TABLETS (6)

CARILLON BELL TOWER

HA-3 SOLDIER'S MONUMENT

HA-5 SUNDIAL MEMORIAL

HA-6 VIETNAM MEMORIAL

HA-7

PRIVATE MARKER

(NON-MILITARY)

HA-8 FLAG POLE

HA-9 BLUE STAR MEMORIAL

HA-10 SEABEES MONUMENT

HA-11

GETTYSBURG TABLET

R.T. - RADIO TOWER

170 - FIRE STATION

COMPOUND

MATERIAL

COMPOUND

(2) 30,000

GAL. U.S.T.

T516

1301 / 733

3001 / 69

ES / 3004

3003 / 83

T504

H S

E 38TH ST.

HA7

HA8

R.T.

HA9

HA1

DIESEL

HA6

HA3

HA4

WATER ST.

RAILROAD AVE.

HA2 HA5

HA10

HA11

G R

STEELE CIRCLE

M A

N T

R A

N C

MCMAHON AVE.

INDIANA AVE.

I N

I A

BLACK RD.

B L A

ORCHARD AVE.

M I S

S I S

S I N

E W

KUDER PL.

NATIONAL CEMETERY

MAIN ENTRANCE

H Y

M A

R I O

M A

R I O

I R

S T

E E

C L E

ELSO

ST.

M E

C H

A N

I C

V E

WATER ST.

F L O

W E

RIVER RD.

M E

C H

A N

I C

V E

D O

C T

O R

G-002

TRAFFIC CONTROL

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS

PLAN

NORTH

T R

125' 250'0

PROJECT SITE

HAUL ROUTE

CONSTRUCTION BID DOCUMENTS 06/01/2021

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

ELECMH

ELEC

8" PVC

8" P

10" VCP

VCP

2'x2' CB #82 Rim=844.80 Inv=843.33

6" VCP

6" P

12"

PVC

Steam Manhole #13

Cut Gas Line

SAN MH #54

Rim=845.25 Inv=838.80

6" WM

6" PVC

Inv=842.86

SAN MH #56

Rim=845.07 SW Inv=843.18 S Inv=840.25 N Inv=839.87 E/W Inv=832.68

4" W

6" Drain Rim=845.70 Full of Debris

6" Drain Rim=845.18 Full of Debris

STM MH #82

Not Found In Field Based on GIS Data

TBM

Arrow Bolt =847.44

TBM

Arrow Bolt =846.63

STM MH

Rim=844.46 Inv=838.12

12" VCP

8" VCP

8" V

12" VCP

6" P

SGI

Rim=843.59 Inv=841.44

SGI

Rim=844.21 Inv=841.69

SGI

Rim=843.49

STM MH

Rim=844.42 Inv=837.53 NE Inv=840.87 NW Inv=840.46

STM MH

Rim=844.73 Inv=837.17 S Inv=838.17

STM MH #83

Rim=845.19 Inv=Unable to Pull Lid

SAN MH #55

Rim=845.43 Inv=841.44

SAN MH #53

Rim=846.56 Inv=834.94

FF=848.32

FF=845.07

FF=845.41

FF=849.22FF=849.29

FF=849.28

Steps

Steps St ep s

Ramp

8" Wall

Building 50

1 Story Brick Building

84484

N elson S t

O r c h a r d v e

Gate

Gravel

#13

#57

ABANDONED

STEAM CHAMBER #14

(MANHOLE NOT FIELD VERIFIED)

#05

#30

#04

#50

GAS VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

Steam Manhole

12" WATER LINE LOCATION

BASED ON GIS DATA

*** CAUTION ***

EXISTING 4" WATER LINE MAY BE LOCATED

CLOSE TO BUILDING 50 FOUNDATION.

EXISITNG LINE WILL REMAIN IN SERVICE AND

SHALL BE PROTECTED FROM CONTRACTOR

DAMAGE

VF101

EXISTING SITE AND

UTILITY SURVEY

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

PLAN

NORTH

T R

10' 20'0 www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS

CONSTRUCTION BID DOCUMENTS 06/01/2021

G E N E R A L N O T E S

A. THE EXISTING SITE AND UTILITY SURVEY SHEET IS SHOWN FOR REFERENCE ONLY. NO

PROPOSED WORK IS INCLUDED ON THIS SHEET.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text

SSMH

AutoCAD SHX Text T

AutoCAD SHX Text

ELEC

8" PVC

8" P

10" VCP

VCP

2'x2' CB #82 Rim=844.80 Inv=843.33

6" VCP

6" P

12"

PVC

Steam Manhole #13

EXISTING

CUT/DISCONNECTED

GAS LINE

SAN MH #54

Rim=845.25 Inv=838.80

6" WM

6" PVC

Inv=842.86

SAN MH #56

Rim=845.07 SW Inv=843.18 S Inv=840.25 N Inv=839.87 E/W Inv=832.68

4" W

6" Drain Rim=845.70 Full of Debris

6" Drain Rim=845.18 Full of Debris

STM MH #82

Not Found In Field Based on GIS Data

TBM

Arrow Bolt =847.44

TBM

Arrow Bolt =846.63

STM MH

Rim=844.46 Inv=838.12

12" VCP

8" VCP

8" V

12" VCP

6" P

SGI

Rim=843.59 Inv=841.44

SGI

Rim=844.21 Inv=841.69

SGI

Rim=843.49

STM MH

Rim=844.42 Inv=837.53 NE Inv=840.87 NW Inv=840.46

STM MH

Rim=844.73 Inv=837.17 S Inv=838.17

STM MH #83

Rim=845.19 Inv=Unable to Pull Lid

SAN MH #55

Rim=845.43 Inv=841.44

SAN MH #53

Rim=846.56 Inv=834.94

FF=848.32

FF=845.07

FF=845.41

FF=849.22FF=849.29

FF=849.28

Steps

Steps St ep s

Ramp

8" Wall

Building 50

1 Story Brick Building

84484

N elson S t

O r c h a e

Gate

Gravel

#13

#57

ABANDONED

STEAM CHAMBER #14

(MANHOLE NOT FIELD VERIFIED)

#05

#30

#04

#50

GAS VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

Steam Manhole

12" WATER LINE LOCATION

BASED ON GIS DATA

*** CAUTION ***

EXISTING 4" WATER LINE MAY BE LOCATED

CLOSE TO BUILDING 50 FOUNDATION.

EXISITNG LINE WILL REMAIN IN SERVICE AND

SHALL BE PROTECTED FROM CONTRACTOR

DAMAGE

X X

XXXXXXXXXX

X X

XXXXX

XXXX

X X

CD101

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

PLAN

NORTH

T R

D R A W I N G N O T E S

1. EXISTING ASPHALT PAVEMENT TO REMAIN. PROTECT FROM DAMAGE.

2. EXISTING STRUCTURES TO BE DEMOLISHED. REFER TO ARCHITECTURAL PLANS.

3. REMOVE EXISTING CONCRETE PAVEMENT AND GRAVEL BASE..

4. REMOVE EXISTING FENCING, GATE AND FENCE FOUNDATIONS.

5. REMOVE BOLLARD (TYP OF 4).

6. REMOVE EXISTING ASPHALT PAVEMENT AND GRAVEL BASE..

7. REMOVE EXISTING STAIRS, RAILING, FOUNDATIONS AND FOOTINGS..

8. EXISTING VEGETATION WITHIN THE FENCED IN AREA SHALL BE REMOVED. REMOVE ROOTS

LARGER THAN 2" IN DIAMETER, OBSTRUCTIONS AND DEBRIS TO A DEPTH OF 18" BELOW

EXPOSED SUBGRADE.

9. PROTECT TREE, SEE DETAIL F6, SHEET CD501

10. REMOVE EXISTING CURB

11. REMOVE GUARD RAILS

12. 7' HIGH TEMPORARY CHAINLINK PANEL FENCING. PROVIDE CHAIN AND PADLOCK.

CONTRACTOR SHALL PROVIDE THE VA WITH A SPARE KEY FOR THE PADLOCK.

13. 16' WIDE ALUMINUM CHAIN LINK DOUBLE SWING FENCE

14. REMOVE CONCRETE RAMP AND FOOTINGS

G E N E R A L N O T E S

A. THE CIVIL DRAWINGS EXTEND TO 5-FT OUTSIDE OF BUILDING. REFER TO MEP AND

ARCHITECTURAL DRAWINGS FOR CONTINUATION.

B. CONTRACTOR SHALL COORDINATE ALL DEMOLITION TO MAINTAIN UTILITY SERVICE.. SEE

CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION.

C. CHANGES OR ADDITIONS TO DEMOLITION REQUIREMENTS SHOWN ARE SUBJECT TO

APPROVAL FROM THE COR.

D. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND

UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY

DAMAGE AS DIRECTED BY THE COR AT NO COST TO OWNER.

E. ADJACENT LANDSCAPE AND STRUCTURES SHALL BE PROTECTED FROM DAMAGE BY THE

CONTRACTOR. CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT

CONTRACTOR'S EXPENSE.

F. TREE ROOTS ENCOUNTERED IN ANY EXCAVATION SHALL BE SAWED OFF AT THE SIDES OF THE

EXCAVATION.

G. THE CONTRACTOR SHALL REMOVE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL

ASPHALT, CONCRETE AND BASE.

H. THE CONTRACTOR SHALL SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT

PROPOSED FOR DEMOLITION PRIOR TO CONNECTING PROPOSED PAVEMENT TO EXISTING

PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT THE EDGE OF THE EXISTING PAVEMENT IS

STRAIGHT AND UNIFORM THROUGH FULL DEPTH TO BOTTOM OF BASE. SEE DETAIL A7, SHEET

CD501.

I. CLEAR AND GRUB TREES, SHRUBS, AND BRUSH WITHIN 15-FEET OF BUILDING, UNLESS NOTED

TO BE PROTECTED. REMOVE TREE STUMPS AND ROOTS PER REQUIREMENTS SPECIFIED IN

SECTION 31 20 11 EARTHWORK.

CONCRETE REMOVAL

STRUCTURE REMOVAL

XXXXXXXXXXXXX REMOVE LINEAR FEATURE

AS NOTED

BITUMINOUS PAVEMENT REMOVAL

STRIP SOD & TOPSOIL

CONSTRUCTION LIMITS

CONSTRUCTION

ACCESS

CONTRACTOR

STAGING AREA

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

PAVEMENT, SIGNAGE AND

LANDSCAPE DEMOLITION PLAN

CONSTRUCTION BID

DOCUMENTS

CONTRACTOR

STAGING AREA

EXISTING ASPHALT TO REMAIN

CONSTRUCTION BID DOCUMENTS 06/01/2021

D E M O L I T I O N L E G E N D

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text

SSMH

AutoCAD SHX Text T

AutoCAD SHX Text

ELEC

8" PVC

8" P

10" VCP

VCP

2'x2' CB #82 Rim=844.80 Inv=843.33

6" VCP

6" P

12"

PVC

Steam Manhole #13

EXISTING

CUT/DISCONNECTED

GAS LINE

SAN MH #54

Rim=845.25 Inv=838.80

6" WM

6" PVC

Inv=842.86

SAN MH #56

Rim=845.07 SW Inv=843.18 S Inv=840.25 N Inv=839.87 E/W Inv=832.68

4" W

6" Drain Rim=845.70 Full of Debris

6" Drain Rim=845.18 Full of Debris

STM MH #82

Not Found In Field Based on GIS Data

TBM

Arrow Bolt =847.44

TBM

Arrow Bolt =846.63

STM MH

Rim=844.46 Inv=838.12

12" VCP

8" VCP

8" V

12" VCP

6" P

SGI

Rim=843.59 Inv=841.44

SGI

Rim=844.21 Inv=841.69

SGI

Rim=843.49

STM MH

Rim=844.42 Inv=837.53 NE Inv=840.87 NW Inv=840.46

STM MH

Rim=844.73 Inv=837.17 S Inv=838.17

STM MH #83

Rim=845.19 Inv=Unable to Pull Lid

SAN MH #55

Rim=845.43 Inv=841.44

SAN MH #53

Rim=846.56 Inv=834.94

FF=848.32

FF=845.07

FF=845.41

FF=849.22FF=849.29

FF=849.28

Steps

Steps St ep s

Ramp

8" Wall

Building 50

1 Story Brick Building

84484

N elson S t

O r c h a e

Gate

Gravel

#13

#57

ABANDONED

STEAM CHAMBER #14

(MANHOLE NOT FIELD VERIFIED)

#05

#30

#04

#50

GAS VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

Steam Manhole

12" WATER LINE LOCATION

BASED ON GIS DATA

*** CAUTION ***

EXISTING 4" WATER LINE MAY BE LOCATED

CLOSE TO BUILDING 50 FOUNDATION.

EXISITNG LINE WILL REMAIN IN SERVICE AND

SHALL BE PROTECTED FROM CONTRACTOR

DAMAGE

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X X

XXXXXXXXXXXXXXXX

X X

CD102

SITE UTILITIES DEMOLITION

PLAN

06/01/21 JYB KLJ

#610-20-201CONSTRUCTION BID

DOCUMENTS

DEMOLISH BUILDING 50,

MARION

Revisions: Date:

PLAN

NORTH

T R

D R A W I N G N O T E S

1. REMOVE 4" TELEPHONE CABLE FROM BUILDING #50 TO TELEPHONE MANHOLE #30. MANHOLE SHALL

BE SEALED TO PREVENT WATER INTRUSION INTO THE MANHOLE.

2. REMOVE EXISTING DOWNSPOUT LEADERS THAT CONNECT TO UNDERGOUND PIPING . THE

LOCATION OF THE DOWNSPOUT OUTLET PIPING IS UNKNOWN. THE CONTRACTOR SHALL EXPOSE

AND REMOVE PIPING TO THE VA COLLECTION STORM SEWER SYSTEM AND CAP AT COLLECTION

SEWER MAIN. IF THE DOWNSPOUT OUTLET PIPING IS DAYLIGHTED, THE CONTRACTOR SHALL

REMOVE PIPING, END-SECTIONS, AND RIPRAP ASSOCIATED WITH THE DAYLIGHTED OUTFALL..

ROOF DOWNSPOUTS THAT DISCHARGE TO GRADE ARE NOT IDENTIFIED ON THE TOPOGRAPHIC

SURVEY AND SHALL BE INCLUDED IN THE BUILDING REMOVAL.

3. REMOVE EXISTING SANITARY SEWER LINE.

4. REMOVE EXISTING SANITARY SEWER MANHOLE.

5. CAP EXISTING SEWER AT MANHOLE.

6. REMOVE BUILDING LEAD CONNECTION AT MAIN, PER WATER SERVICE DEMOLITION DETAIL C3 ON SHEET CD501. THE VA WILL CLOSE WATER VALVES ON THE ACTIVE LINES TO PROVIDE ISOLATION

FOR THE DEMOLITION OF THE BUILDING LEAD.

7. REMOVE EXISTING WATER SERVICE LINE FROM EXISTING MAIN TO BUILDING. CONTRACTOR SHALL

REMOVE TEE AT MAIN CONNECTION POINT AND REPLACE WITH A SOLID SPOOL PIECE.

CONTRACTOR SHALL PRESUME LINE CONTAINS LEAD AND IS HAZARDOUS. CONTRACTOR SHALL

DISPOSE HAZARDOUS MATERIAL OFF-SITE IN ACCORDANCE TO STATE LAW AND PER CONTRACT

DOCUMENT SPECIFICATIONS.

8. REMOVE EXISTING ABANDONED STEAM TUNNEL. STEAM CHAMBER WAS CAPPED AND DEMOLISHED

IN A PREVIOUS PROJECT. CONTRACTOR SHALL PRESUME THE STEAM TUNNEL CONTAINS

ASBESTOS-CONTAINING MATERIALS (ACM). CONTRACTOR SHALL DISPOSE OF HAZARDOUS

MATERIAL OFF-SITE IN ACCORDANCE TO STATE LAW AND PER CONTRACT DOCUMENT

SPECIFICATIONS.

9. REMOVE EXISTING CUT/DISCONNECTED 1-1/4" GAS SERVICE LINE.. CAP EXISTING

CUT/DISCONNECTED LINE AT TERMINATION POINT TO PREVENT WATER FROM ENTERING EXISTING

ABANDONED SERVICE LINE

10. REMOVE BUILDING LEAD CONNECTION AT MAIN, PER WATER SERVICE DEMOLITION DETAIL F3 ON SHEET CD501. THE VA WILL CLOSE WATER VALVES ON THE ACTIVE LINES TO PROVIDE ISOLATION

FOR THE DEMOLITION OF THE BUILDING LEAD.

11. REMOVE CATCH BASIN AND 6" STORM DRAIN. THE DOWNSTREAM OUTLET OF THE STORM DRAIN IS UNKNOWN. THE CONTRACTOR SHALL EXPOSE AND REMOVE PIPING TO THE VA COLLECTION STORM

SEWER SYSTEM AND CAP AT COLLECTION SEWER MAIN. IF THE DRAIN OUTLET PIPING IS

DAYLIGHTED, THE CONTRACTOR SHALL REMOVE PIPING, END-SECTIONS, AND RIPRAP ASSOCIATED WITH THE DAYLIGHTED OUTFALL. IF EXISTING PIPING EXTENDS PAST CONSTRUCTION LIMITS, THE

CONTRACTOR SHALL CAP PIPE AT CONSTRUCTION LIMITS.

G E N E R A L N O T E S

A. THE SITE/UTILITY CONTRACTOR RESPONSIBLE TO 5-FT OUTSIDE OF BUILDING. REFER TO MEP AND

ARCHITECTURAL DRAWINGS FOR CONTINUATION.

B. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND LOCAL AUTHORITIES FURNISHING ELECTRICAL POWER PRIOR TO REMOVING, RELOCATING, DISCONNECTING, CAPPING OR PLUGGING

ELECTRICAL EQUIPMENT. ELECTRICAL WORK WILL BE COMPLETED BY THE CONTRACTOR'S

ELECTRICAL SUBCONTRACTOR. ALL OTHER UTILITIES (WATER, TELEPHONE OR SEWER) SHALL BE

DISCONNECTED, CAPPED OR PLUGGED BY THE CONTRACTOR'S UTILITY SUBCONTRACTOR AND AS

DIRECTED BY THE COR.

C. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL TREES, STRUCTURES, AND UTILITIES NOT MARKED FOR REMOVAL OR DEMOLITION AND SHALL PROMPTLY REPAIR ANY DAMAGE

AS DIRECTED BY THE COR AT NO COST TO OWNER.

D. ADJACENT LANDSCAPE AND STRUCTURES SHALL BE PROTECTED FROM DAMAGE BY THE

CONTRACTOR. CONTRACTOR SHALL CORRECT OR RESTORE SUCH DAMAGE AT CONTRACTOR'S

EXPENSE.

E. TREE ROOTS ENCOUNTERED IN ANY EXCAVATION SHALL BE SAWED OFF AT THE SIDES OF THE

EXCAVATION.

F. UTILITY INFRASTRUCTURE NOTED AS "NOT FIELD VERIFIED" ARE SHOWN BASED OFF OF GIS DATA OBTAINED FROM THE VA, WHERE FIELD SUPPORTED EVIDENCE WAS NOT FOUND BY THE SURVEYOR OF RECORD. THE PROPOSED WORK IS BASED OFF OF BEST AVAILABLE INFORMATION AVAILABLE AT TIME OF CONSTRUCTION DRAWING PREPARATION. IF UTILITY LOCATE SERVICE (INDIANA ONE CALL) AND FIELD EVIDENCE (DURING CONSTRUCTION ) INDICATES CONFLICT TO PROPOSED WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE

IMMEDIATELY.

G. UTILITY SHUTDOWNS OF THE PRIMARY SERVICE MAINS BE REQUIRED TO ISOLATE THE BUILDING

SERVICE LINES FOR THE DEMOLITION WORK . CONTRACTOR SHALL OBTAIN APPROVAL AND

COORDINATE ALL PROPOSED UTILITY SHUT-DOWNS WITH THE CONTRACTING OFFICERS

REPRESENTATIVE.

CONCRETE REMOVAL

STRUCTURE REMOVAL

XXXXXXXXXXXXX REMOVE LINEAR FEATURE

AS NOTED

BITUMINOUS PAVEMENT REMOVAL

STRIP SOD & TOPSOIL

CONSTRUCTION LIMITS

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

EXISTING ASPHALT TO REMAIN

EX. FIRE PROTECTION LINE

PROTECT EX. ELECTRICAL

EX. DOMESTIC WATER SERVICE LINE

CAP EXISTING.

SEE NOTE #9

PROTECT EX.

WATER MAIN

GAS VALVE

(LOCATION NOT

FIELD VERIFIED)

BASED ON GIS DATA

ABANDONED

STEAM CHAMBER

#14 (MANHOLE NOT

FIELD VERIFIED)2

PROTECT WATERMAIN

CONSTRUCTION BID DOCUMENTS 06/01/2021

D E M O L I T I O N L E G E N D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

DRN/6"FULL

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text

SSMH

AutoCAD SHX Text T

AutoCAD SHX Text

CD501

DETAILS

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

NOTE:

1. WHERE EXISTING PAVING IS TO BE REMOVED AND REPLACED WITH

VEGETATED SURFACE, PROVIDE A CLEAN SAWCUT OF PAVEMENT

EDGE AT LOCATIONS SHOWN ON THE PLANS.

EXISTING ASPHALT PAVEMENT

SAWCUT PAVEMENT

SAWCUT PAVEMENT DETAIL

SCALE: NONE

PROPOSED GRASS

PROPOSED TOPSOIL

EXISTING BASE

SILT FENCE

SCALE: NONE

NOTES:

1. THE SPACING OF THE TIEBACKS SHALL EQUAL THE SPACING OF THE POST. ADDITIONAL POST

DEPTH OR TIEBACKS MAY BE REQUIRED IN UNSTABLE SOILS.

SPACING 6' MAX.

18" MIN.

6" ANCHOR TRENCH

METAL, SYNTHETIC OR WOOD

POSTS DRIVEN INTO GROUND

SILT FENCE B

SILT FENCE A

FABRIC TO BE WRAPPED

AROUND FENCE POST

18" MIN.

UNDISTURBED VEGETATION

GEOTEXTILE FILTER FABRIC

FASTENED ON UPHILL SIDE,

TOWARDS EARTH DISRUPTION

RIDGE OF COMPACTED EARTH

ON UPHILL SIDE OF FILTER

FABRIC

SHEET FLOW

6"x6" ANCHOR TRENCH

ROLL JOINTS

ROLL JOINT

NOTE:

ADJUST BASKET DIMENSIONS TO FIT STORMWATER INLET TYPE.

FILTER FABRIC

ROADWAY

VARIES

STORM WATER INLET BOWL OR

CATCH BASIN CORBEL

TEMPORARY INLET PROTECTION BASKET

SCALE: NONE

INCORRECT FENCING FOR TREE PROTECTION

OF MULTIPLE TREES

CORRECT FENCING FOR TREE PROTECTION

OF MULTIPLE TREES

10'-0"

MAX.

NOTES:

1. SEE SPECIFICATIONS FOR ADDITIONAL TREE PROTECTION REQUIREMENTS.

2. ERECT AND MAINTAIN TEMPORARY FENCING AROUND TREE PROTECTION ZONES INDICATED ON PLAN DRAWINGS BEFORE

STARTING SITE CLEARING. FENCING SHALL BE REMOVED WHEN CONSTRUCTION IS COMPLETE.

3. DO NOT STORE CONSTRUCTION MATERIALS, DEBRIS OR EXCAVATED MATERIALS WITHIN TREE PROTECTION AREAS.

4. DO NOT PERMIT VEHICLES, EQUIPMENT, TOOLS OR FOOT TRAFFIC WITHIN FENCED TREE PROTECTION AREAS INCLUDING

DURING FENCE INSTALLATION AND REMOVAL.

5. MAINTAIN FENCED AREAS FREE OF WEEDS AND TRASH.

8.5" X 11" PAPER SIGN

LAMINATED IN PLASTIC

SPACED EVERY 50' ALONG THE

FENCE.

LIMITS OF FENCE LOCATION

EXTEND BEYOND DRIPLINE OF TREE(S)

(LIMITS OF CRITICAL ROOT ZONE)

KEEP OUT

TREE PROTECTION AREA

TREE PROTECTION FENCE:

HIGH DENSITY POLYETHYLENE

FENCING WITH 3.5" X 1.5"

OPENINGS; COLOR- ORANGE.

2" X 6' STEEL POSTS

OR APPROVED EQUAL.

5" THICK

LAYER OF

MULCH.

MAINTAIN EXISTING GRADE WITH THE

TREE PROTECTION FENCE UNLESS

OTHERWISE INDICATED ON THE PLANS.

SEE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

4'- 0"

TEMPORARY TREE PROTECTION DETAIL

SCALE: NONE

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS

CONSTRUCTION BID DOCUMENTS 06/01/2021

2'2'

6" W 6" W

REMOVE 6" SECTION WITH

BUILDING TAP AND REPLACE

WITH 6" DIP CL 52 SPOOL PIECE

REPAIR PIPE WITH 6" PIPE SLEEVE. SLEEVE

SHALL BE SUITABLE FOR EXISTING PIPE

MATERIAL AND SHALL BE INSTALLED PER

THE MANUFACTURERS RECOMMENDATIONS.

EXPOSED FACE OF

EXISTING PIPE BELL

NEAREST TO CONNECTION

FIELD CUT EXISTING PIPE

EXPOSED FACE OF

EXISTING PIPE BELL

NEAREST TO CONNECTION

REMOVE VALVE AND

POST INDICATOR

WATER SERVICE DEMOLITION DETAIL A

SCALE: NONE

2'2'

4" W 4" W

REMOVE 4" SECTION WITH

BUILDING TAP AND REPLACE

WITH 4" DIP CL 52 SPOOL PIECE

REPAIR PIPE WITH 4" PIPE SLEEVE. SLEEVE

SHALL BE SUITABLE FOR EXISTING PIPE

MATERIAL AND SHALL BE INSTALLED PER

THE MANUFACTURERS RECOMMENDATIONS.

EXPOSED FACE OF

EXISTING PIPE BELL

NEAREST TO CONNECTION

FIELD CUT EXISTING PIPE

EXPOSED FACE OF

EXISTING PIPE BELL

NEAREST TO CONNECTION

REMOVE GATE VALVE

WATER SERVICE DEMOLITION DETAIL B

SCALE: NONE

TO BUILDING #50

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

ELEC

8" PVC

8" P

10" VCP

VCP

2'x2' CB #82 Rim=844.80 Inv=843.33

6" VCP

6" P

12"

PVC

Steam Manhole #13

Cut Gas Line

SAN MH #54

Rim=845.25 Inv=838.80

6" WM

6" PVC

Inv=842.86

SAN MH #56

Rim=845.07 SW Inv=843.18 S Inv=840.25 N Inv=839.87 E/W Inv=832.68

4" W

6" Drain Rim=845.70 Full of Debris

6" Drain Rim=845.18 Full of Debris

STM MH #82

Not Found In Field Based on GIS Data

TBM

Arrow Bolt =847.44

TBM

Arrow Bolt =846.63

STM MH

Rim=844.46 Inv=838.12

12" VCP

8" VCP

8" V

12" VCP

6" P

SGI

Rim=843.59 Inv=841.44

SGI

Rim=844.21 Inv=841.69

SGI

Rim=843.49

STM MH

Rim=844.42 Inv=837.53 NE Inv=840.87 NW Inv=840.46

STM MH

Rim=844.73 Inv=837.17 S Inv=838.17

STM MH #83

Rim=845.19 Inv=Unable to Pull Lid

SAN MH #55

Rim=845.43 Inv=841.44

SAN MH #53

Rim=846.56 Inv=834.94

Steps

Steps St ep s

Ramp

8" Wall

Building 50

1 Story Brick Building

84484

N elson S t

O r c h a e

Gravel

#13

#57

ABANDONED

STEAM CHAMBER #14

(MANHOLE NOT FIELD VERIFIED)

#05

#30

#04

#50

GAS VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

BASED ON GIS DATA

VALVE (LOCATION NOT FIELD VERIFIED)

Steam Manhole

12" WATER LINE LOCATION

BASED ON GIS DATA

*** CAUTION ***

EXISTING 4" WATER LINE MAY BE LOCATED

CLOSE TO BUILDING 50 FOUNDATION.

EXISITNG LINE WILL REMAIN IN SERVICE AND

SHALL BE PROTECTED FROM CONTRACTOR

DAMAGE

S F

CG101

EROSION AND SEDIMENT

CONTROL PLAN

06/01/2021 JYB KLJ

#610-20-201DEMOLISH BUILDING 50,

MARION

Revisions: Date:

PLAN

NORTH

T R

D R A W I N G N O T E S

1. SILT FENCE, SEE DETAIL F9, SHEET CD501

2. INLET PROTECTION BASKET, SEE DETAIL A6, SHEET CD501

3. CONTRACTOR SHALL USE THE EXISTING ASPHALT PAVEMENT FOR CONSTRUCTION ROAD

STABILIZATION. STABILIZATION ROAD CAN BE REMOVED AFTER SITE DEMOLITION IS COMPLETED.

STABILIZATION ROAD IS TO BE REMOVED FOR FINAL GRADING FOR PROPOSED SITE WORK. SEE

CP-SHEETS FOR DETAILS.

4. 7' HIGH TEMPORARY CHAIN LINK PANEL FENCING

L E G E N D

SILT FENCESF SF

CONSTRUCTION LIMITS

www.tetratech.com

1700 EAST 38TH ST, MARION, INDIANA

CONSTRUCTION BID

DOCUMENTS

14'

7' FENCE LINE

CONSTRUCTION STABILIZATION ENTRANCE

CONSTRUCTION BID DOCUMENTS 06/01/2021

1. A CONSTRUCTION SITE RUN-OFF GENERAL PERMIT WILL NOT BE REQUIRED

BECAUSE LESS THAN ONE (1) ACRE OF LAND AREA WILL BE DISTURBED (327 IAC

15-5).

2. 48-HOURS PRIOR TO ANY EARTH DISTURBING WORK, THE CONTRACTOR SHALL

NOTIFY THE COR.

3. SEE SPECIFICATION SECTION 31 23 19 FOR DEWATERING REQUIREMENTS.

4. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS

THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES SHALL BE

APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTING OF SILT OFF THE

SITE. ALL RUNOFF RESULTING FROM CONSTRUCTION OPERATIONS MUST BE

FILTERED BY APPROVED METHODS PRIOR TO DISCHARGING TO THE STORM SEWER

SYSTEM.

5. THE SITE SHALL BE KEPT IN AN ORDERLY FASHION, THE CONTRACTOR SHALL

ENSURE THE FOLLOWING ITEMS ARE ADDRESSED.

5.1. AN EFFORT TO STORE ONLY WHAT IS NEEDED ON THE SITE.

5.2. KEEP ALL STORED MATERIALS IN A NEAT AND ORDERLY FASHION IN THE

ORIGINAL CONTAINERS WHEN POSSIBLE.

5.3. FOLLOW ALL MANUFACTURERS RECOMMENDED PROCEDURES FOR DISPOSAL

OF WASTE MATERIAL.

5.4. INSPECT DAILY TO INSURE WASTE MATERIAL IS DISPOSED OF PROPERLY.

5.5. ALL MUD/DIRT TRACKED ONTO ROADS FROM THE SITE, DUE TO CONSTRUCTION,

SHALL BE REMOVED WITHIN 24-HOURS.

6. CONTRACTOR IS RESPONSIBLE FOR CONDUCTING DAILY INSPECTIONS AND

MAINTENANCE OF ALL INSTALLED TEMPORARY EROSION CONTROL MEASURES.

RECORDS OF SUCH INSPECTION SHALL BE KEPT AT THE JOB SITE AND BE

AVAILABLE FOR IMMEDIATE REVIEW UPON REQUEST.

7. MINOR EROSION CONTROL DEVICE LOCATION ADJUSTMENTS MAY BE MADE WITH

THE APPROVAL OF THE COR. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF

FROM DISTURBED AREAS IS DIRECTED TO EROSION CONTROL MEASURES. THE

CONTRACTOR MUST OBTAIN COR APPROVAL FOR ANY CHANGES TO THE SOIL

EROSION CONTROL PLAN.

8. IT IS NOT ANTICIPATED TEMPORARY OR PERMANENT STOCKPILES WILL BE

GENERATED ON THIS PROJECT. HOWEVER, IF DEEMED NECESSARY BY

CONTRACTOR, THE FOLLOWING STANDARD SHALL BE FOLLOWED.

8.1. ALL AREAS OF DISTURBANCE ON THE SITE MUST BE SEEDED WITHIN 7-DAYS OF

REACHING FINAL GRADE IN THAT AREA. ANY EXCESS SOIL AREAS (SOIL PILES)

MUST ALSO BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION

ACTIVITIES WITHIN THE AREA. PERMANENT SOIL STABILIZATION REQUIRED FOR

ALL AREAS OF THE SITE. SOILS THAT WILL BE STOCKPILED FOR MORE THAN

30-DAYS SHALL BE SEEDED WITH A TEMPORARY OR PERMANENT GRASS COVER

WITHIN 14-DAYS OF STOCKPILE CONSTRUCTION. NO STOCKPILES SHOULD BE

WITHIN 100-FT OF ANY DRAINAGE WAY UNLESS APPROVED BY THE COR.

9. STORMWATER INLETS AND STRUCTURES SHALL BE PROTECTED FROM SOIL

DEPOSITION FIRST, TO PREVENT SOIL LOSS DURING THE CONSTRUCTION PROCESS.

ANY ACCUMULATION IN EXISTING INLETS / PIPE SHALL BE REMOVED BY THE

CONTRACTOR.

10. CONTRACTOR SHALL GRADE TO DRAIN AND TURF ALL UN-SURFACED AREAS

DISTURBED IN THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL REPAIR AT

NO EXPENSE TO THE OWNER ALL PAVED AND TURF AREAS DAMAGED BY THE

CONTRACTOR'S OPERATIONS.

11. TEMPORARY EROSION CONTROL DEVICES MAY BE REMOVED WITH PERMISSION

FROM THE COR WITHIN 30 CALENDAR DAYS FOLLOWING ESTABLISHMENT OF

PERMANENT STABILIZATION IN ALL CONTRIBUTORY DRAINAGE AREAS.

12. FOR FINISH GRADING THE CONTRACTOR SHALL PROVIDE SUFFICIENT GRADIENTS

SO AS TO PREVENT WATER FROM STANDING ON THE SURFACE FOR MORE THAN 24

HOURS AFTER THE END OF A RAINFALL (TYPICALLY AT LEAST 1% SLOPE), EXCEPT IN

DESIGNATED COURSES AND SWALE FLOW AREAS WHICH MAY DRAIN AS LONG AS 48

HOURS AFTER THE END OF A RAINFALL. AREAS DESIGNED TO HAVE STANDING

WATER SHALL NOT BE REQUIRED TO MEET THIS PROVISION.

13. RETAIN AND PROTECT NATURAL VEGETATION WHEREVER POSSIBLE. EXPOSURE OF

SOIL TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE

LIMITED TO THE AREA REQUIRED FOR IMMEDIATE CONSTRUCTION OPERATIONS AND

FOR THE SHORTEST PRACTICAL PERIOD OF TIME.

14. ANY SETTLEMENT OF SOIL ACCUMULATIONS BEYOND THE LIMITS OF

CONSTRUCTION DUE TO GRADING OR EROSION SHALL BE REPAIRED IMMEDIATELY

BY THE CONTRACTOR. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR

REMEDIATION OF ANY ADVERSE IMPACTS TO ADJACENT WATERWAYS, WETLANDS,

AND PROPERTIES RESULTING FROM WORK DONE AS PART OF THIS PROJECT.

15. WATER IS AVAILABLE FOR CONTRACTORS USE FOR DUST AND ASBESTOS

CONTROL. CONTRACTOR TO UTILIZE WATER IN EFFICIENT MANNER.

16. THE CONTRACTOR MUST KEEP ALL POLLUTANTS, INCLUDING SEDIMENT,

CONSTRUCTION DEBRIS, AND TRENCH BACKFILL MATERIALS FROM ENTERING THE

STORM SEWER. IN ADDITION, ALL SPILLS INCLUDING PETROLEUM PRODUCTS,

SOLVENTS, AND CEMENT SHALL BE CLEANED UP IMMEDIATELY. THE COR SHALL BE

NOTIFIED IMMEDIATELY IF POSSIBLE, BUT NO LATER THAN WITHIN 24-HOURS OF ANY

SPILL OF 25-GALLONS OR MORE.

17. THE CONTRACTOR SHALL ENSURE THAT ALL LOADS OF CUT AND FILL MATERIAL

IMPORTED TO OR EXPORTED FROM THE SITE SHALL BE PROPERLY COVERED TO

PREVENT LOSS OF THE MATERIAL DURING TRANSPORT ON PUBLIC RIGHT-OF-WAY.

18. THE COR MUST BE NOTIFIED, A MINIMUM OF 24-HOURS PRIOR TO THE MATERIAL

BEING EXPORTED FROM THE SITE, OF THE LOCATION, AND PERMIT NUMBERS OF

BOTH THE EXPORTING AND IMPORTING SITE.

19. THE USE OF REBAR, STEEL STAKES, OR STEEL FENCE FOR STAKING DOWN STRAW

OR HAY BALES OR TO SUPPORT SILT FENCING USED AS AN EROSION CONTROL

MEASURE, IS PROHIBITED.

20. THE CLEANING OF CONCRETE DELIVERY TRUCK CHUTES IS RESTRICTED TO

APPROVED LOCATIONS ON THE JOB SITE AS APPROVED BY THE COR. THE

DISCHARGE OF WATER CONTAINING WASTE CEMENT TO THE STORM SEWER

SYSTEM IS PROHIBITED. ALL CONCRETE WASTE SHALL BE PROPERLY CLEANED UP

AND DISPOSED OF AT AN APPROVED LOCATION.

21. COORDINATE ALL DE-WATERING ON SITE WITH THE COR. DE-WATERING SYSTEM

SHALL BE FREE OF SEDIMENT AND HAVE ADEQUATE PROTECTION AT THE POINT OF

DISCHARGE.

22. USE BEST MANAGEMENT PRACTICES TO MINIMIZE FUGITIVE DUST. OPACITY SHALL

NOT EXCEED 20-PERCENT.

23. AIR MONITORING MUST BE CONTINUOUS DURING DEMOLITION ACTIVITIES. AIR

MONITORING FOR ASBESTOS IS TO BE COMPLETED BY A THIRD PARTY CERTIFIED IH

INDUSTRIAL HYGIENIST HIRED BY THE CONTRACTOR.

24. THE REGULATED WASTE MUST BE PROPERLY COVERED DURING TRANSPORTATION.

THE REGULATED WASTE MUST BE PROPERLY DISPOSED OF IN A REGULATED WASTE

LAND FILL.

SOIL EROSION CONTROL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Owner

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

AutoCAD SHX Text E

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text T

AutoCAD SHX Text

5.0' CONC WALK

5.00 CONC

WALK

5.00 CONC

WALK

CP501

N:1919755.01 E:337306.47

N:1919768.52 E:337356.40

N:1919773.51 E:337356.65

N:1919848.58 E:337365.57

N:1919853.56 E:337307.71

N:1919855.57 E:337304.73

N:1919847.81 E:337414.50

N:1919697.75 E:337435.58

10.00 TYP

19.00

TYP

EOP (E)

SAWCUT EXISTING PAVEMENT

CP501

FH (E)

69.0

30.5 19.00

N:1919730.44 E:337354.49

N:1919775.52 E:337316.77

N:1919770.53 E:337316.26 110.00

CP502

CP502 R15.00

N:1919848.16 E:337312.25

N:1919844.03 E:337360.20

EOP (E)

L18

L20

C16

C17

L21

C18 L23

C19

C20L25

C21

C22

C23

C&G (E)

N:1919727.59 E:337359.35

DETECTABLE

WARNING PANEL

PER ABA

R10.25

R20.00

Parcel Line Table

Line #

L17

L18

L19

L20

L21

L22

L23

L24

L25

Length

5.14

18.56

91.00

18.98

61.08

17.76

18.00

108.00

18.00

Direction

S2° 52' 36.55"W

S87° 07' 14.02"E

S2° 52' 45.98"W

N87° 07' 14.02"W

S85° 34' 08.56"E

N2° 52' 24.96"E

N87° 07' 14.02"W

N2° 52' 24.96"E

S87° 07' 14.02"E

Curve Table

Curve #

C15

C16

C17

C18

C19

C20

C21

C22

C23

Length

20.78

0.80

30.17

1.57

20.30

17.23

Radius

10.25

0.50

20.00

1.00

15.00

1337.88

Delta

116.10

91.90

86.43

89.99

90.01

77.55

0.74

Chord Direction

S60° 04' 33"W

S46° 55' 49"W

S42° 14' 04"E

N42° 07' 25"W

N47° 52' 35"E

N35° 54' 05"W

N74° 18' 27"W

Chord Length

17.40

0.72

27.39

1.41

18.79

17.23

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

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

06/04/2021 RID RID

1700 EAST 38TH ST, MARION, INDIANA

#610-20-201CONSTRUCTION BID

DOCUMENTS

DEMOLISH BUILDING 50,

MARION

Revisions: Date:

CONSTRUCTION BID DOCUMENTS 06/01/2021

RADO REGI STERED

PROFESS I ONA L ENG I N

R I

ARD I . DAY JR.38855

9 NOV 2021

PARKING AREA

HORIZONTAL CONTROL PLAN

CP101

SHEET NOTES:

1. SEE SHEET CP502 FOR SIGN SCHEDULE AND DETAILS

2. SEE DEMOLITION PLANS FOR PAVEMENT REMOVAL

INFORMATION

3. AT CURB AND GUTTER N:E IS TOP BACK OF CURB

4. RESEED ALL AREAS DISTURBED BY CONSTRUCTION

ACTIVITIES

0' 20'10'

SCALE: 1" = 10'

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text

PIV

AutoCAD SHX Text

Gravel

TOP 84

4.6

TOP 844.90

TOP 844.84

TOP 845.09

TOP 844.74

TOP 845.15

TOP 845.00

845.15

TOP 845.56

TOP 845.90

TOP 845.79

TOP 845.52

TOP 845.43

TOP 845.09

TBC 845.96

TOP 845.46

TOP 845.89

TOP 845.66

TOP 845.74

TOP 845.57

TOP 845.29

TOP 845.49

TOP 846.40

TOP 845.10

TOP 845.08

TOP 845.04

TOP 84

4.8

TOP 844.87

TOP 845.05

FL 845.31

TBC 845.95

TOP 845.01

TOP 845.13

TOP 845.04

TBC 845.21

TBC 845.58

TOP 845.30

TOP 845.80

TOP 845.31

TBC 845.86

FG 845.52

FG 845.15

FG 845.31

FG 845.12

FG 845.37

FG 845.38

FG 845.14

FG 845.16

FG 845.11

FG 845.06

TOP 845.02

TBC 845.09

TOP 844.61

Nelson St

Orchard Ave

CP501

5.00 CONC

WALK

5.00 CONC

WALK

C…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 16, 2022.