Drawings.pdf

PDF 18 MB Posted Aug 13, 2026

Attached to: Z1DA--583-22-106 - Replace Electrical Panels& Expand Distribution Construction Project - Market Research Posting
Solicitation number: 36C25026B0047
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Aug 13, 2026

This is a comprehensive set of construction drawings for a federal construction project at the Richard L. Roudebush VA Medical Center in Indianapolis, Indiana. The project, numbered 583-22-106, involves replacing electrical panels and expanding electrical distribution infrastructure at 1481 W. 10th Street, Indianapolis, IN 46202. The drawings document final construction documents prepared by Specialized Engineering Services and Integrity Federal Services and include civil, electrical, mechanical, structural, and architectural plans with an issue date of June 1, 2026.

The project scope encompasses demolition of existing concrete and asphalt pavement, installation of electrical duct banks, pavement repair, erosion and sediment controls, and utility coordination across two construction phases to maintain ongoing access to Building 21 (Police) and parking areas. The drawings detail site plans, electrical conduit routing with multiple duct bank configurations, storm water pollution prevention measures, hazardous materials survey locations (asbestos and lead-based paint sampling), and construction phasing requirements. Key requirements include maintaining at least half of police parking stalls open at all times, contractor-performed utility locating and test pitting at twenty-two locations, hand-digging in sensitive areas, temporary security fencing, equipment pad installation with specific compaction and bearing pressure specifications, and comprehensive stormwater management with inlet protection and concrete washout areas. The design incorporates 4500 PSI concrete for equipment pads, reinforced concrete specifications per ACI standards, and delegated design responsibilities for the contractor including equipment connections, seismic bracing, and temporary shoring, with all designs requiring professional engineering certification in Indiana.

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Drawing No. Title

GENERAL

GI000 COVER SHEET

HAZARDOUS MATERIALS

HA100 ASBESTOS SAMPLE LOCATIONS

HA101 LEAD-BASED PAINT SAMPLE LOCATIONS

CS502 SITE DETAILS

CU201 ELECTRICAL CONDUIT PLAN AND PROFILE

STRUCTURAL

SG001 STRUCTURAL GENERAL NOTES

SB501 TYPICAL DETAILS

FIRE ALARM

FA100 BASEMENT FLOOR PLAN -FIRE ALARM -OVERALL

FA200 BASEMENT FLOOR PLAN -FIRE ALARM

ARCHITECTURAL

AE101 ARCHITECTURAL FLOOR PLANS & SCHEDULES

MECHANICAL

M000 MECHANICAL SYMBOLS AND ABBREVIATIONS

CIVIL

CN001 NOTES, LEGEND AND LINETYPES

VI101 EXISTING CONDITIONS

CS100 STORM SEWER CLEANING AND CIRCULATION PLAN

GC101 STORM WATER POLLUTION PREVENTION PLAN, DETAILS, AND NOTES

CD101 SITE DEMOLITION PLAN

CS101 SITE / UTILITY PLAN

CS501 SITE DETAILS

M200A BASEMENT FLOOR PLAN -MECHANICAL -OVERALL

MH200 BASEMENT FLOOR PLANS -MECHANICAL

M600 MECHANICAL SCHEDULES, DETAILS, & CONTROLS

ELECTRICAL

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ED100 BASEMENT FLOOR PLAN -ELECTRICAL -DEMO -OVERALL

ED200 BASEMENT FLOOR PLAN -ELECTRICAL -DEMO

E100 BASEMENT FLOOR PLAN -ELECTRICAL -NEW -OVERALL

E101 ELECTRICAL POWER SITE PLANS

EL200 BASEMENT FLOOR PLAN -LIGHTING

EP100 ELECTRICAL POWER ENLARGED PLANS

EP200 BASEMENT FLOOR PLAN -POWER PHASE 1 -PLANS

EP200A BASEMENT FLOOR PLAN -POWER PHASE 1 -PHASING

EP201 BASEMENT FLOOR PLAN -POWER PHASE 2 -PLANS

EP201A BASEMENT FLOOR PLAN -POWER PHASE 2 -PHASING

EP202 BASEMENT FLOOR PLAN -POWER PHASE 3 -PLANS

EP202A BASEMENT FLOOR PLAN -POWER PHASE 3 -PHASING

EP203 BASEMENT FLOOR PLAN -POWER FUTURE -PLANS

EY200 BASEMENT FLOOR PLAN -LOW VOLTAGE

E500 ONE-LINE DIAGRAM -MEDIUM VOLTAGE (BLDG. 23)

E501 ONE-LINE DIAGRAM -PHASE 1 (BLDG. 1)

E502 ONE-LINE DIAGRAM -PHASE 2 (BLDG. 1)

E503 ONE-LINE DIAGRAM -PHASE 3 (BLDG. 1)

E503B ONE-LINE DIAGRAM -PHASE 3 (BLDG. 1) -EMERGENCY

E504 ONE-LINE DIAGRAM -FUTURE (BLDG. 1)

E505 SCC RATING REVISIONS ONE-LINE DIAGRAMS

E600 ELECTRICAL DETAILS

E601 ELECTRICAL DETAILS

E602 ELECTRICAL DETAILS

E700 ELECTRICAL SCHEDULES

E701 PANEL SCHEDULES

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

6 South Old Orchard Ave, Webster Groves, MO 63119, 1 800.404.7677

06/01/2026

A u to d e s k D o c s /2

A I n d ia n a p o lis

E le c tr ic a l P a n e l R e p la c e m e n t

P ro je c t/

-1

.G I_

.r v t

P M

GI000

COVER SHEET REPLACE ELECTRICAL PANELS &

EXPAND DISTRIBUTION

1481 W. 10th Street, Indianapolis, IN 46202

583-22-106

01 & 23

06/01/2026 KSB MLW

23359.001

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Richard L. Roudebush VA Medical Center Replace Electrical Panels & Expand Distribution

PROJECT NAME:

1481 W. 10th Street, Indianapolis, IN 46202

SITE ADDRESS:

VA PROJECT NUMBER:

583-22-106

VICINITY MAP:

Revisions: Date:

ASBESTOS SAMPLE LOCATIONS

HA100

PKBBLB06/01/2026

ASBESTOS LEGEND

BULK POTENTIAL ASBESTOS CONTAINING

MATERIALS SAMPLES

DESCRIPTIONS/ QUANTITIES

1-18#

Castle Hill Associates, LLC 1197 Farnsworth Rd. Suite E Waterville, OH 43566 Phone: 567-952-02121 www.castlehillassociates.com

ASBESTOS SAMPLE BUILDING 23 PLAN

ASBESTOS SAMPLE BASEMENT PARTIAL PLAN

ASBESTOS SAMPLE SUB BASEMENT PARTIAL PLAN - STEAM TUNNEL

1. THERE WERE NO ASBESTOS CONTAINING

MATERIALS FOUND TO BE PRESENT IN THE WORK

AREAS ASSOCIATED WITH THIS PROJECT.

583-22-106REPLACE ELECTRICAL PANELS &

EXPAND DISTRIBUTION

1481 W. 10th Street, Indianapolis,IN 46202

A. REFER TO ASBESTOS AND HAZMAT TESTING

REPORT FOR ADDITIONAL DETAIL

POTENTIAL ASBESTOS-CONTAINING MATERIALS

(ACM) (TRANSITE CEMENT ISOLATION PANELS, ARC

FLASH PANELS, AND WIRING) MAY BE PRESENT

INSIDE EXISTING SWITCHGEAR AND TRANSFORMERS

PER THE ASBESTOS AND HAZMAT TESTING REPORT

AND SECTION 02 82 11.

NO ON-SITE DISMANTLING, DISASSEMBLY, OR

OPENING OF EXISTING SWITCHGEAR OR

TRANSFORMERS SHALL BE PERFORMED WITHOUT

PRIOR ACM INSPECTION. ALL ELECTRICAL

EQUIPMENT SHALL BE REMOVED AS INTACT UNITS

WHENEVER POSSIBLE.

IF SUSPECT ASBESTOS-CONTAINING MATERIALS ARE

ENCOUNTERED DURING DEMOLITION OR IF ANY

ON-SITE DISMANTLING BECOMES NECESSARY

(INCLUDING IN EQUIPMENT THAT COULD NOT BE

SAMPLED), THE CONTRACTOR SHALL IMMEDIATELY

STOP WORK IN THE AFFECTED AREA AND NOTIFY

THE VA CONTRACTING OFFICER AND PROJECT

CONSULTANT. ASBESTOS ABATEMENT OF SUSPECT

MATERIALS LISTED INT HE ASBESTOS REPORT SHALL

BE REQUIRED PRIOR TO ANY FURTHER

DISTURBANCE AND SHALL BE PERFORMED BY A

LICENSED ASBESTOS ABATEMENT CONTRACTOR IN

ACCORDANCE WITH THE PROJECT ASBESTOS &

HAZMAT TESTING REPORT AND SPECIFICATION

SECTION 02 82 11. COORDINATION OF ELECTRICAL

OUTAGES SHALL BE REQUIRED.

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)10360 Ellison Circle

Omaha, NE 68134 Phone:

402.991.5520 www.specializedeng.com SES Project : 23359.001

01 & 23

LEAD-BASED PAINT SAMPLE

LOCATIONS

HA101

PKBBLB

LEAD-BASED PAINT SAMPLE LEGEND

LEAD-BASED PAINT CHIP SAMPLES

DESCRIPTIONS/ QUANTITIES

1-11

Castle Hill Associates, LLC 1197 Farnsworth Rd. Suite E Waterville, OH 43566 Phone: 567-952-02121 www.castlehillassociates.com

LEAD-BASED PAINT SAMPLE BUILDING 23 PLAN

LEAD-BASED PAINT SAMPLE BASEMENT PARTIAL PLAN

LEAD-BASED PAINT SAMPLE SUB BASEMENT PARTIAL PLAN - STEAM TUNNEL

1. THERE WERE NO COMPONENTS PAINTED WITH

LEAD-BASED PAINT OR COATED COMPONENTS

WITH LEAD IDENTIFIED IN THE RENOVATION

WORK AREAS.

583-22-106REPLACE ELECTRICAL PANELS &

EXPAND DISTRIBUTION

1481 W. 10th Street, Indianapolis,IN 46202

A. REFER TO ASBESTOS AND HAZMAT TESTING

REPORT FOR ADDITIONAL DETAIL

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

06/01/2026

10360 Ellison Circle Omaha, NE 68134 Phone:

402.991.5520 www.specializedeng.com SES Project : 23359.001

01 & 23

EXISTING PROPOSED

BOUNDARY/RIGHT-OF-WAY LINE

ADJACENT BOUNDARY LINE

EASEMENT LINE

ROAD CENTERLINE

HEADER CURB

CURB & GUTTER

EDGE OF PAVEMENT

TEMPORARY CHAIN LINK FENCE

OVERHEAD UTILITY LINE

UNDERGROUND ELECTRIC LINE

WATER MAIN

BUILDINGS

SIDEWALK

SANITARY SEWER MAIN

STORM SEWER LINE

TREES/SHRUBS

LIMITS OF WORK

INDEX CONTOUR LINE

INTERMEDIATE CONTOUR LINE

SPOT ELEVATIONS

MISCELLANEOUS SIGNS

SITE LIGHT WITH POLE

DRIP LINE OF TREES

REVERSE CURB

543.6

TO BE

REMOVED

REMAIN

BOARD FENCE

8" W/M8" W/M

TRANS.CURB

SOIL BOUNDARY

HbB HgC

WIRE FENCE

EDGE OF GRAVEL

GUARDRAIL

CIVIL LEGEND:

EDGE OF CONCRETE

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

STORM SEWER MANHOLE

STORM SEWER DROP INLET

STORM SEWER CURB INLET

STORM SEWER RIP-RAP

STORM SEWER END SECTION

FIRE HYDRANT

WATER VALVE

WATER METER

MAIL BOX

UTILITY POLE

FEATURE WALL

OVERHEAD COMMUNICATIONS LINE

UNDERGROUND COMMUNICATIONS LINE

BUILDING MOUNTED LIGHT

UTILITY POLE GUY WIRE

SANITARY SEWER FORCE MAIN

8" PVC SAN. SEW.

15" HDPE

EX. CC RBF

CONCRETE MONUMENT/IRON REBAR

TBSCC-TBSIPF

UNDERGROUND GAS LINE

45 0

GS 45 0

TC 45 0

INV

EX.

MONVDH

EX. VDH

ABBREVIATIONS:

DRAINAGE FLOW ARROW

DETAIL LABEL

KEYNOTE REFERENCE LABEL

LIMITS OF GRADING

LIMITS OF CLEARING

XXXXX

WETLANDS

FLAG POLEF

DETAIL NO.

SHEET REFERENCE

DIRECTION OF TRAFFIC ARROWS

FEATURE WALL

33 32

TEST PIT LOCATION

A AREA OR ARC

AC ACRE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AGE ABOVE GROUND ELECTRIC

AGEC ABOVE GROUND ELECTRIC CONDUIT

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

AST ABOVE-GROUND STORAGE TANK

ATS ACTIVE TREATMENT SYSTEM

AVE AVENUE

AWWA AMERICAN WATER WORKS ASSOCIATION

A/C AIR CONDITIONING

BC BOTTOM OF CURB

BF BASEMENT FLOOR

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLVD BOULEVARD

BM BENCHMARK, BASELINE MARKER

BMP BEST MANAGEMENT PRACTICES

BOE BOTTOM OF EXCAVATION

BOV BLOW OFF VALVE

BRG BEARING

BRL BUILDING RESTRICTION LINE

BV BALL VALVE

BW BOTTOM OF WALL

C COEFFICIENT OF RUNOFF

CALC CALCULATE

CB CATCH BASIN OR CHORD BEARING

CC CENTER TO CENTER

CCTV CLOSED CIRCUIT TELEVISION

CD CONSTRUCTION DOCUMENTS, CONTRACT DOCUMENTS OR CHECK DAM

CDW CHILLED DRINKING WATER

CDWR CHILLED DRINKING WATER RETURN

CDWS CHILLED DRINKING WATER SUPPLY

CE CONSTRUCTION ENTRANCE

CEM CEMENT OR CEMETERY

CF CONTRACTOR FURNISHED

CFS CUBIC FEET PER SECOND OR COMPOST FILTER SOCK

CG CURB AND GUTTER

CHD CHORD

CIP CAST IRON PIPE OR CULVERT INLET PROTECTION

CJ CONTRACTION JOINT

CL CENTERLINE, CLASS

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CN CURVE NUMBER

CND CONDUIT

CNR CORNER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATIONS

CONC CONCRETE

COND CONDITION OR CONDENSER

CONF CONFERENCE

CONN CONNECTION

CON CONTAMINATED

CONSTR CONSTRUCTION

CONT CONTINUATION

CONTR CONTRACT OR CONTRACTOR

COR CONTRACTING OFFICER'S REPRESENTATIVE

COTG CLEANOUT TO GRADE

COV COVER OF CUT OFF VALVE

CPv CHANNEL PROTECTION VOLUME

CPPE CONSERVATION PRACTICE PHYSICAL EFFECTS

CPP CORRUGATED PLASTIC PIPE

CRN CROWN

CSB CONCRETE SPLASH BLOCK

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSS COMMITTAL SERVICE SHELTER

CSP CONCRETE SEWER PIPE

CT COURT

CTR CENTER OR CONTOUR

CTRL CONTROL

CTS COOLING TOWER SUPPLY

CTV CABLE TELEVISION

CV CONTROL VALVE

CW CLOCKWISE OR CONCRETE WASHOUT

CWP COLD WATER PIPING

D DEPTH

DAT DATUM

DB DEED BOOK; DESIGN-BUILD; DRAIN BASIN

DBL DOUBLE

DD DIVERSION DIKE

DEG DEGREE

DEMO DEMOLITION

DEPT DEPARTMENT

DESC DESCRIPTION

DET DETAIL

DI DROP INLET

DIA DIAMETER

DIFF DIFFERENCE

DIP DUCTILE IRON PIPE

DIST DISTANCE

DM DROP MANHOLE

DOC DOCUMENT

DOM DOMESTIC

DR DRIVE

DRE DECOMPOSED ROCK ELEVATION

DS DOWNSPOUT

DWG DRAWING

D/W DRIVEWAY

D DELTA

EA EACH

EBL EAST BOUND LANE

EC EDGE OF CONCRETE

ECL EROSION CONTROL LOG

EG EDGE OF GUTTER

EJ EXPANSION JOINT

ELEV ELEVATION

ELEC ELECTRICAL

ENTR ENTRANCE

EOI END OF INFORMATION

EP EDGE OF PAVEMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

E&S EROSION & SEDIMENT

ES END SECTION

ESMT EASEMENT

ETO EARLY TURNOVER

EPT EXTERNAL PIPE THREAD

EQ EQUAL

EW END WALL

EXP EXPANSION

EX EXISTING

EXT EXTERIOR

FAR FLOOR AREA RATIO

FC FACE OF CURB

FD FOUNTAIN DRAIN

FF FIRST FLOOR OR FINISHED FLOOR

FG FINISHED GRADE

FH FIRE HYDRANT

FIN FINISHED

FLR FLOOR

FN FENCE

FP FLOOD PLAIN

FOC FACE OF CURB

FOTG FIELD OFFICE TECHNICAL GUIDE

FOY FOYER

FP FLAG POLE OR FIRE PROTECTION

FPS FEET PER SECOND

FR FROM

FS FILTER SOCK

FT FEET

FWS FLOWER WATERING STATION

G GAS

GAL GALLON

GDR GUARD RAIL

GEN GENERATOR

GFA GROSS FLOOR AREA

GIP GALVANIZED IRON PIPE

GL GROUND LEVEL

GOVT GOVERNMENT

GR GRADE

GR GUARD RAIL

GS GROUND SHOT

H HORIZONTAL

HC HANDICAP

HCP HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDR HEADER

HDWL HEADWALL

HGL HYDRAULIC GRADE LINE

HH HAND HOLE

HLBC HOT LAID BITUMINOUS CONCRETE

HMA MOT-MIX ASPHALT

HP HIGH POINT OR HIGH PRESSURE

HR HAND RAIL

HT HEIGHT

HW HOT WATER

HWSR HOT WATER SUPPLY & RETURN

HWY HIGHWAY

HYD HYDRANT

HYDR HYDRAULIC

I RAINFALL INTENSITY

ID INSIDE DIAMETER

IGC IN-GROUND CRYPT

IN INCH

INV INVERT

IP IRON PIPE OR INLET PROTECTION

IPF IRON PIPE FOUND

IPS IRON PIPE SET

IRR IRRIGATION

IW IRRIGATION WATER

JB JUNCTION BOX

K ONE THOUSAND (KILO)

KWY KEYWAY

L LENGTH

LAT LATERAL

LF LINEAR FEET

LOC LOCATION

LONG LONGITUDE

LOS LINE OF SIGHT

LP LOW POINT OR LOW PRESSURE

LT LIGHT OR LEFT

LL LOWER LEVEL

M MARKER

MAINT MAINTENANCE

MAT MATERIAL

MAX MAXIMUM

MB MAIL BOX

MECH MECHANICAL

MED MEDIUM

MEMO MEMORANDUM

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFG MANUFACTURING

MGT MANAGEMENT

MH MANHOLE

MI MILE

MIN MINIMUM

MISC MISCELLANEOUS

ML MATERIALS LIST

MN MAGNETIC NORTH

MOD MODEL OR MODIFY

MON MONUMENT

MS MEDIAN STRIP

MSL MEAN SEA LEVEL

MTG MEETING

MTL MATERIAL

MULT MULTIPLE

MUNIC MUNICIPAL

N NORTH

N/F NOW OR FORMERLY

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NBC NATIONAL BUILDING CODE

NBL NORTH BOUND LANE

NCA NATIONAL CEMETERY ADMINISTRATION

NCPS NATIONAL CONSERVATION PRACTICE STANDARDS

NCTCOG NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

NE NOT EXCEEDING

NFA NET FLOOR AREA

NHCP NATIONAL HANDBOOK OF CONSERVATION PRACTICES

NIC NOT IN CONTRACT

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM

NRCP NON-REINFORCED CONCRETE PIPE

NRCS NATURAL RESOURCES CONSERVATION SERVICE

NTP NOT TO PROCEED

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFB ORGANIC FILTER BERM

OFD OVERFLOW DRAIN

OFT ORGANIC FILTER TUBE

OH OVERHANG

OHC OVERHEAD COMMUNICATIONS

OHE OVERHEAD ELECTRIC

OP OUTLET PROTECTION

OS OVER-SIZED

OZ OUNCE

P PERIMETER, RAINFALL DEPTH

PAR PARALLEL

PAT PATTERN

PB PULL BOX

PC POINT OF CURVATURE

PCA PORTLAND CEMENT ASSOCIATION

PCC POINT OF COMPOUND CURVE

PCEP POINT OF CURVE, EDGE OF PAVEMENT

PCT PERCENT

PCTC POINT OF CURVE, TOP OF CURB

PERF PERFORATED

PED PEDESTAL

PG PAGE

PGL POINT OF GRADE LINE

PH PROFILE HOLE

PI POINT OF INTERSECTION

PIC PUBLIC INFORMATION CENTER

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POTW POTABLE WATER

PP POLYPROPYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PRC POINT OF REVERSE CURVE

PRELIM PRELIMINARY

POTW PUBLICLY-OWNED TREATMENT WORKS

PROP PROPOSED

PSI POUNDS PER SQUARE INCH

PSL PIPE SLEEVE

PT POINT OF TANGENCY

PTS PASSIVE TREATMENT SYSTEM

PV PRIVATE VAULT

PVC POLY VINYL CHLORIDE (PLASTIC PIPE)

PVI POINT OF VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT OF VERTICAL TANGENCY

P&P PLAN AND PROFILE

Q FLOW, AMOUNT OF RUNOFF

Qf EXTREME FLOOD VOLUME Qp OVERBANK FLOOD PROTECTION VOLUME

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RISER, RADIUS

RAD RADIANS

RCN RUNOFF CURVE NUMBER

RCP REINFORCED CONCRETE PIPE, REFLECTED CEILING PLAN

RD ROAD, ROOF DRAIN

RDC REDUCER

RE RESIDENT ENGINEER

REP REPAIR

REQ REQUIRED

REV REVISION

REv RECHARGE VOLUME

RGP ROUGH GRADING PLAN

RPA RESOURCE PROTECTION AREA

RR RAILROAD

RTE ROUTE

RT RIGHT

RV RELIEF VALVE

RW RETAINING WALL

R/W RIGHT-OF-WAY

SAN SANITARY

SB SPLASH BLOCK OR SEDIMENT BASIN

SBL SOUTH BOUND LANE

SCF SEDIMENT CONTROL FENCE

SCHED SCHEDULE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SEG SEGMENT

SEL SELECT

SEW SEWER

SF SQUARE FEET OR SILT FENCE

SSF SUPER SILT FENCE

SJ SCORED JOINT

SLV SLEEVE

SM SECTION MARKER

SMH STEAM MANHOLE

SOV SHUT OFF VALVE

SP SITE PLAN

SPEC SPECIFICATION

SPKLR SPRINKLER

SQ SQUARE

SS SANITARY SEWER, STORM SEWER OR STEAM SUPPLY

ST STREET OR SEDIMENT TRAP

STA STATION

STD STANDARD

STE STEAM

STK STACK

STM STORM

SUPT SUPPORT

SURV SURVEY

SVC SERVICE

SWM STORMWATER MANAGEMENT

S/W SIDEWALK

SWPPP STORM WATER POLLUTION PREVENTION PLAN (SWP3)

SWG SEWAGE

Sx CROSS SLOPE

SYM SYMBOL

T TANGENT

T&M TIME AND MATERIALS

TB TEST BORE

TC TOP OF CURB

Tc TIME OF CONCENTRATION

TCP TERRA COTTA PIPE, TRAFFIC CONTROL PLAN

TELE TELEPHONE

TH TEST HOLE

TNL TUNNEL

TOB TOP OF BANK

TOC TOP OF CURB

TOP TOP OF PAVEMENT

TOPO TOPOGRAPHY

TP TEST PIT, TELEPHONE POLE, OR TREE PROTECTION

TW TOP OF WALL

TYP TYPICAL

UD UNDERDRAIN

U/G UNDERGROUND

UGC UNDERGROUND COMMUNICATIONS

UGE UNDERGROUND ELECTRIC

UFC UNIFORM FIRE CODE

UL UPPER LEVEL

UON UNLESS OTHERWISE NOTED

UP UTILITY POLE

USACE U.S. ARMY CORPS OF ENGINEERS

USDA U.S. DEPARTMENT OF AGRICULTURE

UTIL UTILITY

V VERTICAL

VA DEPARTMENT OF VETERAN'S AFFAIRS

VAR VARIES

VC VERTICAL CURVE

VEL VELOCITY

VERT VERTICAL

VF VERTICAL FOOT

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VOL VOLUME

W WATER, WEST OR WIDE

W/ WITH

W/O WITHOUT

WBL WEST BOUND LANE

WI WROUGHT IRON

WL WATER LINE

WM WATER MAIN OR WATER METER

WO WORK ORDER

WQv WATER QUALITY VOLUME

WSE WATER SURFACE ELEVATION

WT WATER TIGHT

WW WASTE WATER

X-ING CROSSING

YI YARD INLET

YR YEAR

Z SIDE SLOPES

GENERAL NOTES:

1. PROPOSED SITE IMPROVEMENTS ASSOCIATED WITH THE RICHARD L. ROUDEBUSH VETERANS AFFAIRS MEDICAL CENTER, LOCATED IN INDIANAPOLIS, INDIANA INCLUDES, BUT IS

NOT LIMITED TO, DEMOLITION OF EXISTING CONCRETE AND ASPHALT PAVEMENT, INSTALLATION OF ELECTRICAL DUCT BANK, PAVEMENT REPAIR AND LIMITED EROSION AND

SEDIMENT CONTROLS.

2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. THE SUBJECT AREA IS NOT LOCATED WITHIN A MAPPED FLOOD PLAIN, PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), FLOOD INSURANCE RATE MAP (FIRM) - CITY OF INDIANAPOLIS, MAP NUMBER 180159, PANEL 0143, EFFECTIVE DATE AUGUST 14, 2024.

3. SEE THIS SHEET FOR SITE RELATED LEGEND OF SYMBOLS AND ABBREVIATIONS USED HEREIN.

4. DUE TO THE SENSITIVE NATURE OF THE MEDICAL FACILITY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE

FREQUENTLY AS REQUIRED.

5. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE MEDICAL FACILITY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE VA COR OR OTHER VA REPRESENTATIVES ASSOCIATED WITH THE PROJECT. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY THE VA COR. ANY DISTURBED TRAFFIC ROUTES SHALL BE COORDINATED IN ADVANCE WITH THE VA.

6. AT ALL TIMES THE CONTRACTOR SHALL HAVE A PERSON WHO IS EMPLOYED BY THE PRIME CONTRACTOR AND IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

CONSTRUCTION NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY

CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED.

2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH OSHA, EPA, U.S. DEPARMENT OF LABOR, THE U.S. DEPARTMENT OF VETERANS AFFAIRS REQUIREMENTS, INDOT CONSTRUCTION STANDARDS AND SPECIFICATIONS, AND ALL OTHER APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS

WHERE APPLICABLE.

3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND

DETAILS.

4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION

AND SEDIMENTATION.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CHANGES OR CONDITIONS ASSOCIATED WITH THE

APPROVED PLANS FOR CONSTRUCTION.

6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS, DRIVEWAY, PARKING AREAS, ETC... OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES.

7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES.

8. INDIANA'S CALL BEFORE YOU DIG LAW REQUIRES THE CONTRACTOR SHALL CONTACT INDIANA ONE CALL SYSTEM, INC. AT 811 A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION, DEMOLITION OR OTHER EARTH DISTURBING ACTIVITIES WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. IF INDIANA 811 DOES NOT HAVE JURISDICTION TO MARK EXISTING UNDERGROUND UTILITIES THE CONTRACTOR SHALL UTILIZE A PRIVATE LOCATE SERVICE TO VERIFY THE LOCATION OF EXISTING

UNDERGROUND UTILITIES.

9. THIS PLAN DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE U.S. DEPARTMENT OF VETERANS AFFAIRS. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION.

THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY THE VA COR.

10. THIS PLAN DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE REQUIRED FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION.

11. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR.

12. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED.

13. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED.

14. EARTHWORK SHALL BE COMPACTED IN ACCORDANCE WITH SPECIFICATION 31 20 11.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE U.S. DEPARTMENT OF VETERANS AFFAIRS OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO THE U.S. DEPARTMENT OF VETERANS AFFAIRS

ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. THE ENGINEER OF RECORD SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A SAFE WORK AREA AT ALL TIMES. TEMPORARY BARRICADES, ROAD CLOSURE SIGNAGE, FENCES AND OTHER WARNING DEVICES SHALL BE USED TO PREVENT PUBLIC ACCESS TO CONSTRUCTION WORK AREAS. VA MAINTENANCE OPERATIONS SHALL NOT BE UNDULY IMPEDED BY THE

CONTRACTOR'S OPERATIONS.

18. THE CONTRACTOR SHALL CONFINE HIS EQUIPMENT AND OPERATIONS TO THE LIMITS OF CONSTRUCTION SHOWN. THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR THE

SAFETY AND SECURITY OF ALL MATERIALS AND EQUIPMENT ON SITE.

19. THE CONTRACTOR SHALL USE ONLY APPROVED ROADWAYS FOR CONSTRUCTION AND DELIVERY ACCESS. DAMAGE TO THE EXISTING ROADS SHALL BE REPAIRED AT NO COST

TO THE OWNER.

20. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY EXISTING GROUND DAMAGE DUE TO CONSTRUCTION ACTIVITY AT NO ADDITIONAL COST TO THE GOVERNMENT.

21. THE CONTRACTOR SHALL OBTAIN ALL PERMITS PRIOR TO CONSTRUCTION ACTIVITY.

22. THE CONTRACTOR SHALL PHASE CONSTRUCTION TO MAINTAIN ACCESS TO ALL BUILDINGS DURING CONSTRUCTION.

23. CONTRACTOR SHALL PROVIDE PHASING PLAN FOR ALL ROAD CLOSURES FOR VAMC APPROVAL. CONTRACTOR SHALL MAINTAIN CAMPUS ACCESS THROUGHOUT

CONSTRUCTION. CONTRACTOR TO PROVIDE TRAFFIC CONTROL SIGNAGE WHEN REQUIRED.

24. ALL EXCAVATION IN THE IMMEDIATE AREA OF EXISTING UTILITIES SHALL BE PERFORMED BY HAND AND WITH THE UTMOST CARE TO PROTECT EXISTING UTILITIES.

25. WORK WITH EXTREME CARE NEAR EXISTING DUCTS, CONDUITS, AND OTHER UTILITIES TO AVOID DAMAGING THEM.

26. PROTECT EXISTING SITE ELEMENTS TO REMAIN (TREES, UTILITIES, SIGNS, CURB, ETC) REPLACE IN KIND, IF DAMAGED. CONTRACTOR SHALL SALVAGE AND REPLACED ANY SITE SIGNS , FIXTURES, ETC. AS NEEDED TO COMPLETE THE INSTALLATION OF UTILITIES SHOWN ON THESE PLANS. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES

OR OTHER ITEMS DESIGNATED TO REMAIN.

27. TEST PITS ARE IDENTIFIED AT KNOWN EXISTING UTILITY CROSSINGS, BUT IN NO WAY LIMIT THE AMOUNT AND LOCATION OF TEST PITS REQUIRED TO BE PERFORMED BY THE CONTRACTOR. ELEVATIONS OF ALL EXISTING UTILITIES AT CROSSINGS WITH THE PROPOSED UTILITY PATHWAYS SHALL BE VERIFIED BY THE CONTRACTOR WITH A TEST PIT

PRIOR TO ANY EXCAVATION AT NO EXPENSE TO THE GOVERNMENT.

28. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR CONSTRUCTION IN KIND WITHIN 14 DAY CALENDAR DAYS OF COMPLETING WORK IN THE SPECIFIC AREAS.

29. LIMITS OF DISTURBANCE ARE APPROXIMATE. ALL AREAS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED. TURF SHALL BE RESTORED WITH A SOD ANYWHERE EXISTING

TURF IS DISTURBED.

30. WHERE OPEN CUTTING OF PAVEMENT IS REQUIRED FOR INSTALLATION OF UTILITIES, CONTRACTOR SHALL REPLACE PAVEMENT TO MATCH EXISTING MATERIALS & DEPTHS.

NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT SURFACES. ANY PAVEMENT MARKINGS DISTURBED OR REMOVED DURING CONSTRUCTION SHALL BE REPLACED TO

ORIGINAL CONDITION BY THE CONTRACTOR AT NO EXPENSE TO THE GOVERNMENT.

31. ALL ITEMS DESIGNATED TO BE REMOVED SHALL BE REMOVED COMPLETELY INCLUDING ALL SUBGRADE MATERIALS DIRECTLY ASSOCIATED WITH ITEMS TO BE REMOVED.

32. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND COORDINATES AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.

33. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING THRUST BLOCKS WHICH ARE RESTRAINING EXISTING UTILITIES. EXISTING THRUST BLOCKS SHALL NOT BE UNDERMINED. ANY DISTURBED THRUST BLOCKS SHALL BE REPLACED AT NO COST TO THE GOVERNMENT.

34. EXISTING MAINS TO WHICH CONNECTIONS SHALL BE MADE ARE SIZED AND LOCATED IN ACCORDANCE WITH THE BEST INFORMATION AVAILABLE. THE CONTRACTOR SHALL VERIFY SIZE/TYPE OF CONNECTION WITH TEST PITS AT THE BEGINNING OF THE PROJECT, AND ORDER MATERIALS ACCORDINGLY.

35. ALL TRENCHES SHALL BE BACKFILLED AS SOON AS PRACTICABLE. OPEN TRENCHES SHALL BE KEPT TO A MINIMUM. OPEN TRENCHES SHALL BE STEEL PLATED WHEN THEY CANNOT BE IMMEDIATELY COVERED. UPON BACKFILLING THE CONTRACTOR SHALL BROOM SWEEP STREETS AND USE APPROPRIATE METHODS TO CONTROL DUST AND HOSE DOWN PAVEMENT TO KEEP SURFACES CLEAN. WHERE FIRE ACCESS MUST BE MAINTAINED ON A STREET, CONTRACTOR SHALL ASSURE A MINIMUM 15' STABILIZED ROUTE

AROUND THE EXCAVATION.

10360 ELLISON CIRCLE,

OMAHA, NE 68134

Phone: 402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Au to de sk

D oc s:

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REPLACE ELECTRICAL PANELS

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1481 W. 10TH STREET, INDIANAPOLIS, IN 46202

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06/01/2026

23359

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Revisions: Date:

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERA

SERV I CES

GLS AR/PS

NOTES, LEGEND AND LINETYPES

CN001

CIVIL DRAWING INDEX

NO. DRAWING DRAWING TITLE

1 CN001 NOTES, LEGEND, AND LINETYPES

VI101 COMPOSITE EXISTING CONDITIONS

CS100 GENERAL CONTRACTOR CIRCULATION & STAGING PLAN

GC101 STORM WATER POLLUTIN PREVENTION PLAN, DETAILS, AND NOTES

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS

GEOTHERMAL LINE

FIBER OPTIC LINE

9 CU201 ELECTRICAL CONDUIT PLAN & PROFILE

SCREEN FENCE

VA HOSPITAL

BUILDING #1

A-WING

MRI

B-WING

C-WING

D-WINGE-WING

BLDG 6

STORAGE

BLDG 19

BLDG 5

RESEARCH

ADMIN.

BLDG 22

CHILLER

PLANT

BLDG 28

PARKING STRUCTURE 20

EMPLOYEE PARKING

BLDG 21

POLICEBL

X X

10360 ELLISON CIRCLE,

OMAHA, NE 68134

Phone: 402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Au to de sk

D oc s:

//2

In di an ap ol is

E le ct ric al P an el

R ep la ce m en t P ro je ct

-1

.G I.B

rv t 9/

REPLACE ELECTRICAL PANELS

& EXPAND DISTRIBUTION

1481 W. 10TH STREET, INDIANAPOLIS, IN 46202

583-22-106

06/01/2026

23359

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Revisions: Date:

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERA

SERV I CES

GLS AR/PS

EXISTING CONDITIONS

VI101

NOTES:

1. COMPOSITE EXISTING CONDITIONS BASE MAP IS COMPRISED OF THE FOLLOWING PROVIDED

FOUR CAD FILES:

1.a. EXISING UTILITY SURVEY PREPARED BY BLOODHOUND 1.b. CU 201.DWG" FROM EHRM PROJECT 1.c. WTS_UNDERGROUND_UTILITIES_PLAN.DWG 1.d. 2022-0111-VA.DWG

2. THE CONTRACTOR SHALL ENSURE ALL WORK DONE FOR THIS PROJECT COMPLIES WITH

OSHA, EPA AND OTHER STATE AND LOCAL LAWS.

GRAPHIC LEGEND:

SUBJECT AREAS

SUBJECT AREA

APPROXIMATE PARCEL BOUNDARY

WHITE RIVER

ST. MARGARETS DRIVE

W . M

PORTO ALEGERA ST.

F-LOT

VA HOSPITAL

BUILDING #1A-WING

MRI

B-WING

C-WING

D-WINGE-WING

BLDG 6

STORAGE

BLDG 19

BLDG 5

RESEARCH

ADMIN.

BLDG 22

CHILLER

PLANT

BLDG 28

PARKING STRUCTURE 20

EMPLOYEE PARKING

BLDG 21

POLICEBL

23 MA

ST ST

10360 ELLISON CIRCLE,

OMAHA, NE 68134

Phone: 402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Au to de sk

D oc s:

//2

In di an ap ol is

E le ct ric al P an el

R ep la ce m en t P ro je ct

-1

.G I.B

rv t 9/

REPLACE ELECTRICAL PANELS

& EXPAND DISTRIBUTION

1481 W. 10TH STREET, INDIANAPOLIS, IN 46202

583-22-106

06/01/2026

23359

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Revisions: Date:

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERA

SERV I CES

GLS AR/PS

STORM SEWER CLEANING AND

CS100

CIRCULATION PLAN

1" = 2000'

REMOTE CONTRACTOR YARD LOCATION1

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GRAPHIC LEGEND:

SUBJECT AREAS

REMOTE CONTRACTOR YARD ADDRESS:

2669 COLD SPRINGS ROAD, INDIANAPOLIS, IN

THIS IS A CRITICAL AREA. CONTRACTOR SHALL NOT

USE THIS AREA TO LOAD, UNLOAD, STORE OR

TRANSPORT ACROSS.

F-LOT

APPROXIMATE PARCEL BOUNDARY

ST. MARGARETS DRIVE

W . M

. H

PORTO ALEGERA ST.

ACCESS FROM 10TH STREET

RICHARD L. ROUDEBUSH VAMC

SUBJECT AREA

CONTRACTOR REQUIREMENTS:

1. ALL CONTRACTOR EMPLOYEES OR SUBCONTRACTORS WILL BE

REQUIRED TO PARK AT THE VA'S COLD SPRINGS ROAD (CSR)

CAMPUS LOCATED AT 2669 COLD SPRINGS ROAD, INDIANAPOLIS, IN

46222 OR ANYWHERE AROUND THE RICHARD L. ROUDEBUSH VA

MEDICAL CENTER AT THEIR OWN EXPENSE. THE CONTRACTOR

EMPLOYEES AND SUBCONTRACTORS WILL BE REQUIRED TO CAR

POOL TO THE PROJECT SITE.

2. THE CONTRACTOR SHALL MAINTAIN TRAFFIC LANES OPEN TO ALL

PERSONNEL TO ACCESS PARKING SPACES DURING THIS WORK.

MOBILIZATION OF EQUIPMENT, PERSONNEL AND SUPPLIES SHALL BE

COMPLETED WITHOUT COMPLETE RESTRICTION OF NORMAL

VEHICLE/PEDESTRIAN TRAFFIC AND FACILITY OPERATIONS.

3. CONTRACTOR SHALL COORDINATE ALL DUMPSTER LOCATIONS

WITH THE COR PRIOR TO START OF WORK. IF ALLOWED,

CONTRACTOR SHALL PLACE ALL DUMPSTERS IN F-LOT ;

COORDINATE DUMPSTER LOCATION WITH THE COR IF THIS IS NOT

POSSIBLE. ANY DUMPSTER WITHIN 20 FEET OF A BUILDING WILL

REMAIN COVERED WHEN NOT IN USE. CONTRACTOR SHALL USE

TEMPORARY MARKING AND SIGNS TO INDICATE DUMPSTER

PLACEMENT.

4. THE CONTRACTOR SHALL STORE MATERIALS AND EQUIPMENT ONLY

WITHIN THEIR AUTHORIZED CONSTRUCTION SITE. THE CONTRACTOR

MAY BE AUTHORIZED (AT THEIR OWN EXPENSE) ONE 20' TEMPORARY

STORAGE CONTAINER TO STORE MATERIALS AND EQUIPMENT ON-SITE

OR AT THE CSR CAMPUS, DEPENDING ON SPACE AVAILABILITY. THE

CONTRACTOR SHALL REQUEST STORAGE SPACE FOR A TEMPORARY

STORAGE CONTAINER FROM THE COR. IF APPROVED, THE COR WILL

DESIGNATE WHERE THE TEMPORARY STORAGE CONTAINER SHALL BE

LOCATED. ANY ADDITIONAL STORAGE SPACE SHALL BE LOCATED AT THE

CSR CAMPUS. THE VA IS NOT RESPONSIBLE FOR ANY DAMAGES THAT

MAY OCCUR TO THE TEMPORARY STORAGE CONTAINER WHILE ON RLR

VAMC PROPERTY. IF APPROVED, THE TEMPORARY STORAGE CONTAINER

SHALL BE:

a. LABELED INCLUDING THE COMPANY NAME, CONTACT

INFORMATION, AND PROJECT(S) NAME.

b. PAINTED IN A SINGLE COLOR, LIMITED TO NO RUST, CLEAN, WITH

NO BRANDING, ADVERTISEMENTS, OR GRAFFITI.

c. LOCKED AND LOCATED ONLY IN THE SPACE AUTHORIZED BY THE

COR.

d. USED FOR STORAGE OF MATERIALS AND EQUIPMENT FOR THE

SPECIFIC PROJECT ONLY.

e. NOT USED FOR A WORKING SPACE. ONLY WORK ASSOCIATED WITH

STORING OR PICKING OF MATERIALS IS ALLOWED.

f. CLEANED AND MAINTAINED DAILY. THE IMMEDIATE AREA (10')

AROUND THE TEMPORARY STORAGE CONTAINER SHALL BE

INSPECTED DAILY BY THE CONTRACTOR TO ENSURE TRASH AND

DEBRIS ARE REMOVED.

g. NOT USED TO STORE PROHIBITED OR ILLEGAL ITEMS, SUCH AS GUNS, CHEMICALS, HEATERS, OR MATERIALS THAT MAY REQUIRE

TEMPERATURE CONTROL.

h. REMOVED WITHIN 15 DAYS AFTER THE PROJECT CLOSEOUT OR THE

FINAL INVOICE PAYMENT.

CONSTRUCTION KEY NOTES

KEY NO. DESCRIPTION

1 AS PART OF BASE BID, ONCE UPSTREAM

CONSTRUCTION IS COMPLETE,

CONTRACTOR SHALL CLEAR DEBRIS FROM

503 LINEAR FEET OF STORM SEWER. AFTER

CLEARING, CONTRACTOR SHALL PROVIDE

VIDEO TO VA COR OF ENTIRE LENGTH OF

STORM SEWER.

EXISTING CONCRETE

EXISTING ASPHALT

EXISTING CONCRETE

EXISTING ASPHALT

BLDG 19

BLDG 21

POLICE

BLDG 23

MAINT. SHOP

BLDG 22

W W

W W W W W W W

UGF

X X X

8 69

ST ST

W W

W W W

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

W W

STEAM

X X

10360 ELLISON CIRCLE,

OMAHA, NE 68134

Phone: 402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Au to de sk

D oc s:

//2

In di an ap ol is

E le ct ric al P an el

R ep la ce m en t P ro je ct

-1

.G I.B

rv t 9/

REPLACE ELECTRICAL PANELS

& EXPAND DISTRIBUTION

1481 W. 10TH STREET, INDIANAPOLIS, IN 46202

583-22-106

06/01/2026

23359

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Revisions: Date:

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERA

SERV I CES

GLS AR/PS

STORM WATER POLLUTION

GC101

Scale: 1" = 10'

STORM WATER POLLUTION PREVENTION PLAN1

PREVENTION PLAN, DETAILS,

CONCRETE WASHOUT2 TEMPORARY INLET PROTECTION3

CONCRETE WASHOUT

PER PHASE TEMP. INLET PROTECTION

TEMP. INLET PROTECTION

3.3 IMPLEMENTATION REQUIREMENTS

THE FOLLOWING MINIMUM STANDARDS APPLY TO ACTIVITIES PERFORMED FOR THIS

PROJECT:

1. PUBLIC ROADWAYS AND ROADWAYS NOT EXCLUSIVE TO

CONSTRUCTION TRAFFIC MUST BE KEPT CLEARED OF ACCUMULATED

SEDIMENT THAT IS A RESULT OF RUN-OFF OR TRACKING. THE

FOLLOWING MINIMUM CONDITIONS ARE APPLICABLE:

A. CLEARING OF SEDIMENT MUST NOT INCLUDE THE UTILIZATION OF

MECHANICAL METHODS THAT WILL RESULT IN MOBILIZATION OF

DUST OFF THE PROJECT SITE OR FLUSHING THE AREA WITH

WATER UNLESS THE FLUSHED WATER IS DIRECTED TO AN

APPROPRIATE SEDIMENT CONTROL MEASURE.

B. CLEARED SEDIMENT MUST BE REDISTRIBUTED OR DISPOSED OF

IN A MANNER THAT IS IN ACCORDANCE WITH ALL APPLICABLE

STATUTES AND REGULATIONS.

C. SEDIMENT DISCHARGED OR TRACKED ONTO ROADWAYS THAT

ARE OPEN TO TRAFFIC MUST BE REMOVED AS DIRECTED BY A

REGULATORY AUTHORITY OR AT A MINIMUM, REMOVED BY THE

END OF THE SAME DAY.

2. PHASING OF CONSTRUCTION ACTIVITIES MUST BE USED, WHEN

FEASIBLE, TO MINIMIZE THE FOOTPRINT OF DISTURBED UNSTABLE

AREAS.

3. MINIMIZE THE GENERATION OF DUST THROUGH DUST SUPPRESSION

TECHNIQUES TO PREVENT DEPOSITION INTO WATERS OF THE STATE

AND AREAS LOCATED BEYOND THE PERMITTED BOUNDARIES OF THE

SITE.

4. STABLE CONSTRUCTION SITE ACCESS MEASURES MUST BE PROVIDED

AT ALL POINTS OF CONSTRUCTION TRAFFIC INGRESS AND EGRESS TO THE

PROJECT SITE. WHERE THE SELECTED MEASURE IS NOT EFFECTIVE, AN

ALTERNATIVE MEASURE OR ADDITIONAL CONTROLS MUST BE UTILIZED TO

MINIMIZE TRACKING. ALTERNATIVE MEASURES MAY INCLUDE, BUT ARE

NOT LIMITED TO, WHEEL WASH SYSTEMS AND RUMBLE STRIPS.

5. DURING THE PERIOD OF CONSTRUCTION ACTIVITIES, ALL STORMWATER

MANAGEMENT MEASURES NECESSARY TO MEET THE REQUIREMENTS

OF THIS PERMIT MUST BE MAINTAINED. ALTERNATIVE MEASURES MUST

BE SELECTED AND IMPLEMENTED, AS NECESSARY.

6. DISCHARGE WATER FROM DEWATERING OF GROUND WATER FROM

EXCAVATIONS, TRENCHES, FOUNDATIONS, ETC. SHOULD FOLLOW

SPECIFICATION SECTION 31 23 19 AND MUST NOT BE DISCHARGED

WHEN:

A. SEDIMENT-LADEN WATER IS NOT FIRST DIRECTED TO AN

APPROPRIATE SEDIMENT CONTROL MEASURE OR A SERIES OF

CONTROL MEASURES THAT MINIMIZES THE DISCHARGE OF THE

SEDIMENT.

B. A VISIBLE SHEEN AND/OR POLLUTANTS ARE PRESENT AT A LEVEL

THAT REQUIRES ADDITIONAL TREATMENT AND/OR AN ALTERNATE

PERMIT.

7. APPROPRIATE MEASURES MUST BE IMPLEMENTED TO ELIMINATE

WASTES OR UNUSED BUILDING MATERIALS INCLUDING, BUT NOT

LIMITED TO GARBAGE, DEBRIS, CLEANING WASTES, WASTEWATER,

CONCRETE OR CEMENTITIOUS WASHOUT WATER, MORTAR/MASONRY

PRODUCTS, SOIL STABILIZERS, LIME STABILIZATION MATERIALS, AND

OTHER SUBSTANCES FROM BEING CARRIED FROM A PROJECT SITE BY

RUN-OFF OR WIND. WASTES AND UNUSED BUILDING MATERIALS MUST

BE MANAGED AND DISPOSED OF IN ACCORDANCE WITH ALL

APPLICABLE STATUTES AND REGULATIONS.

8. CONSTRUCTION AND DOMESTIC WASTE MUST BE MANAGED TO

PREVENT THE DISCHARGE OF POLLUTANTS AND WINDBLOWN DEBRIS.

SURPLUS PLASTIC OR HARDENED CONCRETE/CEMENTITIOUS

MATERIALS ARE NOT REQUIRED TO BE PLACED IN TRASH

RECEPTACLES AND ARE CONSIDERED CLEAN FILL THAT MAY REUSED,

DISPOSED OF ON-SITE, OR RECYCLED IN ACCORDANCE WITH

APPLICABLE STATE AND FEDERAL REGULATIONS. MANAGEMENT OF

WASTE MATERIALS MAY INCLUDE, BUT ARE NOT LIMITED TO:

A. WASTE CONTAINERS (TRASH RECEPTACLES), WHEN SELECTED

TO MANAGE WASTE, MUST BE MANAGED TO REDUCE THE

DISCHARGE OF POLLUTANTS AND BLOWING OF DEBRIS.

RECEPTACLES THAT ARE NOT APPROPRIATELY MANAGED WILL

REQUIRE ALTERNATIVES THAT INCLUDE BUT ARE NOT LIMITED

TO:

a.A COVER (E.G., LID, TARP, PLASTIC SHEETING, TEMPORARY

ROOF) TO MINIMIZE EXPOSURE OF WASTES TO

PRECIPITATION OR

ii. A SIMILARLY EFFECTIVE METHOD DESIGNED TO MINIMIZE THE

DISCHARGE OF POLLUTANTS.

B. WASTE THAT IS NOT DISPOSED OF IN TRASH RECEPTACLES MUST

BE PROTECTED FROM EXPOSURE TO THE WEATHER AND/OR

REMOVED AT THE END OF THE DAY FROM THE SITE AND

DISPOSED OF PROPERLY.

9. CONCRETE OR CEMENTITIOUS WASHOUT AREAS, WHERE WASHOUT IS

PERMISSIBLE, MUST BE IDENTIFIED FOR THE SITE AND THE LOCATIONS

CLEARLY POSTED. WASH WATER MUST BE DIRECTED INTO LEAK-PROOF

CONTAINERS OR LEAK-PROOF CONTAINMENT AREAS WHICH ARE

LOCATED AND DESIGNED TO DIVERT RUN-OFF AWAY FROM THE

MEASURE AND SIZED TO PREVENT THE DISCHARGE AND/OR OVERFLOW

OF THE WASH WATER.

10.FERTILIZER APPLICATIONS ASSOCIATED WITH THE STABILIZATION PLAN

FOR THE PROJECT MUST MEET THE FOLLOWING REQUIREMENTS:

A. APPLY FERTILIZER AT A RATE AND AMOUNT AS DETERMINED BY A

SOIL ANALYSIS OR IN ACCORDANCE WITH THE INDIANA

STORMWATER QUALITY MANUAL OR SIMILAR GUIDANCE

DOCUMENTS.

B. APPLY FERTILIZER AT AN APPROPRIATE TIME OF YEAR FOR THE

PROJECT LOCATION, TAKING INTO CONSIDERATION PROXIMITY

TO A WATERBODY, AND PREFERABLY TIMED TO COINCIDE WITH

THE PERIOD OF MAXIMUM VEGETATIVE UPTAKE AND GROWTH.

C. AVOID APPLYING FERTILIZER IMMEDIATELY PRIOR TO

PRECIPITATION EVENTS THAT ARE ANTICIPATED TO RESULT IN

STORMWATER RUN-OFF FROM THE APPLICATION AREA.

11.PROPER STORAGE AND HANDLING OF MATERIALS, SUCH AS FUELS OR

HAZARDOUS WASTES, AND SPILL PREVENTION AND CLEAN-UP

MEASURES MUST BE IMPLEMENTED TO MINIMIZE THE POTENTIAL FOR

POLLUTANTS TO CONTAMINATE SURFACE OR GROUND WATER OR

DEGRADE SOIL QUALITY. TO MEET THIS REQUIREMENT:

A. PROPER PROJECT MANAGEMENT AND THE UTILIZATION OF

APPROPRIATE MEASURES INCLUDING, BUT NOT LIMITED TO,

ELIMINATING A SOURCE OR THE EXPOSURE OF MATERIALS MUST

BE COMPLETED.

B. MANAGE THE FOLLOWING ACTIVITIES:

i. FUELING AND MAINTENANCE OF EQUIPMENT.

ii. WASHING OF EQUIPMENT AND VEHICLES.

iii.STORAGE, HANDLING, AND DISPOSAL OF CONSTRUCTION

MATERIALS, PRODUCTS, AND WASTES.

iv.APPLICATION OF PESTICIDES, HERBICIDES, INSECTICIDES, AND FERTILIZERS v.DISPENSING AND UTILIZATION OF DIESEL FUEL, OIL, HYDRAULIC FLUIDS, OTHER PETROLEUM PRODUCTS, AND

OTHER CHEMICALS.

vi.HANDLING AND DISPOSAL OF HAZARDOUS WASTES, INCLUDING, BUT NOT LIMITED TO PAINTS, SOLVENTS, PETROLEUM-BASED PRODUCTS, WOOD PRESERVATIVES, ADDITIVES, CURING COMPOUNDS, AND ACIDS.

vii. WASHING OF APPLICATORS AND CONTAINERS USED FOR

PAINT, GROUT, OR OTHER MATERIALS.

12.PERSONNEL ASSOCIATED WITH THE PROJECT MUST BE INFORMED OF

THE TERMS AND CONDITIONS OF THIS PROJECT AND THE

REQUIREMENTS WITHIN THE SWP3. THE CONTRACTOR IS REQUIRED TO

DOCUMENT THIS PROCESS. INFORMATION MUST BE PROVIDED

THROUGH WRITTEN NOTIFICATION, CONTRACTS, OR OTHER MEANS (I.E.

, PRE-CONSTRUCTION MEETINGS) THAT EFFECTIVELY COMMUNICATES

THE PROVISIONS AND REQUIREMENTS OF THE PERMIT AND SWP3.

PERSONNEL MAY INCLUDE, BUT ARE NOT LIMITED TO:

A. GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS,

GRADING OR EXCAVATING CONTRACTORS, AND TRADE INDUSTRY

REPRESENTATIVES (I.E., CONCRETE INDUSTRY) ASSOCIATED

WITH THE OVERALL PROJECT.

B. CONTRACTORS OR INDIVIDUAL LOT OPERATORS THAT HAVE

PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS.

C. THOSE RESPONSIBLE FOR THE IMPLEMENTATION OF THE SWP3,

AND THE INSTALLATION, REPAIR, AND MAINTENANCE OF

STORMWATER MEASURES.

D. THOSE RESPONSIBLE FOR THE APPLICATION AND STORAGE OF

TREATMENT CHEMICALS.

E. THOSE RESPONSIBLE FOR ADMINISTERING THE

SELF-MONITORING PROGRAM (SMP).

13.IF A NOTICE IS REQUIRED, IT MUST BE POSTED NEAR THE MAIN

ENTRANCE OF THE PROJECT SITE OR AT A PUBLICLY ACCESSIBLE

LOCATION. FOR LINEAR PROJECT SITES, SUCH AS A PIPELINE OR

HIGHWAY, THE NOTICE MUST BE PLACED IN A PUBLICLY ACCESSIBLE

LOCATION NEAR THE PROJECT FIELD OFFICE.

A. THE NOTICE MUST BE MAINTAINED IN A LEGIBLE CONDITION AND

INCLUDE:

i. A COPY OF THE COMPLETED NOI OR A DOCUMENT THAT AT A

MINIMUM CONTAINS THE INFORMATION IN SECTION 5.2 (A)(1),

(A)(3), (A)(6)(A), (A)(6)(E), AND (A)(10).

ii. DOCUMENTATION CONTAINED IN SECTION 3.7 (A)(3)(A).

iii.THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM

(NPDES) PERMIT NUMBER(S), UPON RECEIPT.

iv.THE LOCATION OF THE CONSTRUCTION PLAN/SWP3 IF THE

PROJECT SITE DOES NOT HAVE AN ON-SITE LOCATION TO

STORE THE PLAN.

SITE SWPP IMPLEMENTATION REQUIREMENTS:

AND NOTES

TEMP. INLET PROTECTION

NOTES:

1. USE NONWOVEN GEOTEXTILE MATERIAL.

2. LIFT GRATE AND WRAP WITH NONWOVEN GEOTEXTILE HARDWARE

CLOTH TO COMPLETELY COVER ALL OPENINGS, SECURE WITH WIRE

TIES AND SET GRATE BACK IN PLACE.

3. STORM DRAIN INLET PROTECTION REQUIRES FREQUENT

MAINTENANCE. REMOVE ACCUMULATED SEDIMENT AFTER EACH RAIN

EVENT TO MAINTAIN FUNCTION AND AVOID PREMATURE CLOGGING. IF

INLET PROTECTION DOES NOT COMPLETELY DRAIN WITHIN 25 HOURS

AFTER A STORM EVENT, IT IS CLOGGED. WHEN THIS OCCURS,

REMOVE ACCUMULATED SEDIMENT AND CLEAN, OR REPLACE

GEOTEXTILE MATERIAL

NOTES:

1. THE WASHOUT SHALL BE INSTALLED PRIOR TO USING

MATERIALS THAT REQUIRE WASHOUT ON THIS PROJECT.

2. AS NECESSARY, SIGNS SHALL BE PLACED THROUGHOUT THE

SITE TO INDICATE THE LOCATION OF THE WASHOUT.

3. THE WASHOUT AREA WILL BE REPLACED AS NECESSARY TO

MAINTAIN CAPACITY FOR LIQUID WASTE.

4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND

DISPOSED OF AT AN APPROVED WASTE FACILITY.

5. DO NOT WASHOUT INTO STORM DRAINS, OPEN DITCHES,

STREETS, OR STREAMS.

6. AVOID DUMPING EXCESS CONCRETE IN NON-DESIGNATED

DUMPING AREAS.

7. LOCATE WASHOUT AT LEAST 50' (15 METERS) FROM STORM

DRAIN, OPEN DITCHES, OR WATER BODIES.

8. THE WASHOUT SHALL BE USED ONLY FOR NON-HAZARDOUS

WASTES.

9. LET WASHOUT SET OR EVAPORATE BEFORE LIFTING. DO NOT

MOVE WET.

TEMP. INLET PROTECTION

EX. SAN

LIFT STN.

EX. CONC.

SIDEWALK

. P

EX. WALL

EX. STAIRS

. W

EX. WALL

. W

. C

DEDUCT ALTERNATE 02

PHASE LIMIT LINES / LIMITS OF DISTURBANCE

DEMOLITION LEGEND:

CONCRETE WASHOUT

INLET PROTECTION

TRANSFORMER

PAD

HVAC

PAD

EXISTING

FLAMMABLE

STORAGE LOCKER

EX. STM EX.STM

EX.STM

INCLUDE WITH DEDUCT ALT.

FILTER BAG (FB)

(FOR TRENCHING AREA)

UGE

UGE UGE

UGE

UGEUGE

UGE

UGEUGE

UGE

UGE UGE UGE

UGE

W W

UGE

UGE UGE UGE

UGE

W W

W W W W W W W

UGF

0+0

1+00

2+00

2+34

UGE UGE UGE

UGE

X X X

8 69

ST ST

W W

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

STEAM STEAM STEAM STEAM STEAM STEAM STEAM

STEAM

X X

VA HOSPITAL

BUILDING #1

A-WING

BLDG 19

BLDG 21

POLICE

BLDG 23

MAINT. SHOP

BLDG 22

CHILLER

PLANT

VA HOSPITAL

BUILDING #1

B-WING

EX. RET. WALL W/ RAILING

EX. CONCRETE

SIDEWALK

EX. STAIRS

. W

EX. SAN LIFT

STATION

EX. RET. WALL

. C

EX. ASPHALT DRIVEWAY

WITH CONCRETE CURB/GUTTER

EX. CONCRETE WALK

. W

EX. C

ONCRETE

ALK

HANDRAIL

" S

EX. STM

10360 ELLISON CIRCLE,

OMAHA, NE 68134

Phone: 402.991.5520

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

FULLY SPRINKLERED

Office of Construction and Facilities Management

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10 www.specializedeng.com SES Project :

DESIGNER OF RECORDCONSULTANT

U.S. Department of Veterans Affairs

Au to de sk

D oc s:

//2

In di an ap ol is

E le ct ric al P an el

R ep la ce m en t P ro je ct

-1

.G I.B

rv t 9/

REPLACE ELECTRICAL PANELS

& EXPAND DISTRIBUTION

1481 W. 10TH STREET, INDIANAPOLIS, IN 46202

583-22-106

06/01/2026

23359

FINAL CONSTRUCTION

DOCUMENT BID SET (CDBS)

Revisions: Date:

INTEGRITY

FEDERAL SERVICES

CIVIL ENGINEERING ● LANDSCAPE ARCHITECTURE ● PLANNING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.ifs-ae.com

GRI TY FEDERA

SERV I CES

GLS AR/PS

SITE DEMOLITION PLAN

CD101

1. THE DEMOLITION PLAN IS A GENERAL GUIDE OF WHAT NEEDS TO BE DEMOLISHED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL ITEMS THAT REQUIRE DEMOLITION TO COMPLETE THE

PROPOSED CONSTRUCTION.

2. WHERE A PORTION OF A CONCRETE AND ASPHALT AREA IS BEING DEMOLISHED ALL EDGES TO BE SAW

CUT. SAWCUTS WILL COMPLY WITH OSHA AND EPA REGULATIONS.

3. ALL CONCRETE AND ASPHALT REMOVAL TO INCLUDE PAVEMENT SUB BASE.

4. ALL EXISTING SITE FEATURES, UTILITIES, AND OTHER EXISTING CONDITIONS NOT PROPOSED TO BE

REMOVED OR DEMOLISHED ARE TO REMAIN OR BE REPLACED IN KIND IF DAMAGED.

5. CONTRACTOR IS REQUIRED TO USE A PRIVATE UTILITY LOCATOR AND POT HOLE TECHIQUE TO IDENTIFY

THE LOCATIONS OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS.

6. CONTRACTOR TO SHOW STEEL PLATES OVER TRENCHING WHERE NECESSARY TO ALLOW TRUCK TRAFFIC

ACCESS AT ALL TIMES.

7. CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY SECURITY FENCE FOR EACH PHASE OF THE

DEMOLITION AND CONSTRUCTION. PRIOR TO REMOVING FENCE AND THE START OF THE NEXT PHASE, THE CONTRACTOR SHALL HAVE COMPLETED ALL NECESSARY WORK AND RETURNED THE AFFECTED LIMITS OF

DISTURBANCE TO EXISTING CONDITION.

8. CONTRACTOR SHALL PROVIDE SHORING FOR EXCAVATIONS AT OR DEEPER THAN 4 FEET.

DEMOLITION NOTES:

DEMOLITION LEGEND:

EXISTING CONCRETE, SIDEWALK, AND CURB TO BE REMOVED. REMOVE

CONCRETE TO THE NEAREST JOINT, CONTRACTOR SHALL NOTE THAT THE

NEAREST JOINT MAY BE OUTSIDE THE AREA HIGHLIGHTED FOR

DEMOLITION.

EXISTING CONCRETE CURB AND GUTTER TO BE REMOVED

EXISTING ASPHALT TO BE REMOVED

EXISTING GRAVEL TO BE REMOVED

DEDUCT ALTERNATE 02

CONTRACTOR SHALL MAINTAIN AT LEAST HALF OF THE POLICE

PARKING STALLS OPEN AND BUILDING SHALL BE ACCESSIBLE AT

ALL TIMES DURING CONSTRUCTION.

PHASE LIMIT LINES / LIMITS OF DISTURBANCE

PHASE LINE

DEMOLITION KEY NOTES

DEMOLITION AND CONSTRUCTION SHALL BE COMPLETED IN TWO (2) PHASES TO MAINTAIN ACCESS

TO BUILDING 21 AND POLICE PARKING. EACH PHASE MUST BE BACK FILLED, COMPACTED TO

GRADE PRIOR TO BEGINNING NEXT PHASE. AT LEAST HALF OF THE POLICE PARKING STALLS

SHALL REMAIN OPEN AND ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION.

CONTRACTOR SHALL PROVIDE AND MAINTAIN A TEMPORARY MAN DOOR SAFETY BARRICADE.

CONTRACTOR SHALL SAW CUT ASPHALT TO A NEAT EDGE.

CONTRACTOR SHALL SAWCUT CONCRETE ALONG AND/OR UP TO NEAREST EXISTING JOINT.

EXISTING JOINT MAY BE LOCATED OUTSIDE OF THE WORK AREA DEPICTED ON THE DEMOLITION

PLAN.

REMOVE EXISTING SIDEWALK RAMP AND TRUNCATED DOME PANEL.

REMOVE CONCRETE CURB AND GUTTER BACK TO EXISTING JOINT. EXISTING JOINT MAY BE

LOCATED OUTSIDE OF THE WORK AREA DEPICTED ON THE DEMOLITION PLAN.

REMOVE PORTION OF EXISTING GUARD RAIL NECESSARY TO INSTALL ELECTRICAL CONDUIT.

CONTRACTOR SHALL PROTECT EXISTING CONCRETE STEPS NECESSARY TO INSTALL ELECTRICAL

CONDUIT. CONTRACTOR SHALL REPLACE STEPS IN KIND IF DAMAGED DURING CONSTRUCTION.

CONTRACTOR SHALL SUPPORT AND PROTECT THE EXISTING WATER VALVE THROUGHOUT

CONSTRUCTION.

CONTRACTOR SHALL PROTECT EXISTING CONDUITS LOCATED ALONG THE NORTH SIDE OF BLDG

21.

CONTRACTOR SHALL REMOVE TOPSOIL AND ENOUGH SOIL TO CONSTRUCT CONCRETE PADS.

OBTAIN SOIL SAMPLE AND HAVE GEOTECHNICAL ENGINEER DETERMINE: PROCTOR LIMITS,

MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT OF SUBBASE SOIL. CONTRACTOR

SHALL COMPACT AREA TO 98% MAXIMUM DRY DENSITY, STANDARD PROCTOR PER ASTM D698.

KEY NO. DESCRIPTION

NOT USED

GRAVEL TO BE REMOVED

CONTRACTOR SHALL INSTALL AND MAINTAIN A SEVEN (7') FOOT TALL TEMPORARY FENCE AND

GATE(S) PER SPECIFICATION FOR EACH PHASE OF CONSTRICTION.

CONTRACTOR TO PROTECT EXISTING ELECTRICAL PANEL AND METER.

CONTRACTOR SHALL RELOCATE FLAMMABLE STORAGE LOCKER PRIOR TO START OF

CONSTRUCTION, LOCATION TO BE COORDINATED WITH VA COR. CONTRACTOR SHALL RESET

LOCKER AT ORIGINAL LOCATION PRIOR TO END OF CONSTRUCTION

DEDUCT ALTERNATE #2. CONTRACTOR SHALL REMOVE SIDEWALK, EXPOSE AND DISCONNECT

EXISTING STORM LATERAL CONNECTION. REMOVE OBSTRUCTION. RECONNECT AND GROUT

LATERAL TO STORMLINE.

CONTRACTOR TO PROTECT EXISTING CURB AND HANDRAIL THROUGHOUT CONSTRUCTION.

CONTRACTOR SHALL CONTRACT LICENSED PROFESSIONAL SURVEYOR AND UNDERGROUND

UTILITY LOCATION COMPANY TO PERFORM TOPOGRAPHY AND UTILITY LOCATION SURVEY OF THE AREA WITHIN THE LIMITS OF DISTURBANCE AS DEFINED IN THE SITE SURVEY SPECIFICATION.

STORM LATERALS AND INVERT INFORMATION ARE SHOWN PER SHEET NUMBER C101 LAYOUT FROM

THE STORM DRAIN CLEANING PROJECT…

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File details come from the government source that posted it. Updated Aug 13, 2026.