610-21-210 Complete Drawing Set.pdf
PDF 23 MB Posted
- Attached to
- Z2LB--Repair Roads 610-21-210
- Solicitation number
- 36C25022B0040
About this file
This document is a solicitation for road repair services at the Northern Indiana VA Medical Center. The solicitation is a 100% set-aside for service-disabled veteran-owned small businesses, with an estimated value between $500,000 to $1,000,000. Interested contractors must submit bids by the deadline of May 18, 2022 that include the completed SF-1442 offer form, bid schedule, SF-24 bid bond, representations and certifications, EMR certification, and VAAR 852.219-77 form. The base period of performance is 176 calendar days from notice to proceed. All contractor employees are subject to security background checks commensurate with their level of access. The contractor must comply with various VA requirements regarding COVID-19 protocols, environmental training, E-Verify registration, and past performance reporting in CPARS.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25022B0040 0003.docx | DOCX document | |
| 36C25022B0040 0002.docx | DOCX document | |
| 36C25022B0040 0001.docx | DOCX document | |
| VAAR 852 219 77.docx | DOCX document | |
| 610-21-210 Specifications.pdf | ||
| RFI Form.docx | DOCX document | |
| 36C25022B0040_1.docx | DOCX document | |
| VHA Directive 1192 01.pdf | ||
| EMR Attachment.docx | DOCX document | |
| Wage Determination.pdf |
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Text version
INDEX OF DRAWINGS
DRAWING TITLESHEET NO.
LOCATION MAP
GI001 COVER SHEET
GENERAL INFORMATION
VICINITY MAP
PROJ. #610-21-210
DIRECTOR
ASSOCIATE DIRECTOR
CHIEF OF STAFF
ASSOCIATE DIRECTOR FOR PATIENT CARE SERVICES
ASSOC. C.O.S. FOR MENTAL HEALTH
CHIEF, FMS
CHIEF, ENVIRONMENTAL MANAGEMENT SECTION
INFECTION CONTROL OFFICER
PATIENT SAFETY MANAGER
GEMS COORDINATOR
SAFETY SPECIALIST
CHIEF, POLICE SERVICE
CHIEF, FIRE SERVICE
UNION SAFETY REPRESENTATIVE
CONTRACTING OFFICER
CONTRACTING OFFICER REPRESENTATIVE
CHIEF, ENGINEERING SECTION
SIGNATURE DATE
CIVIL DRAWINGS
CS101 CIVIL SITE LAYOUT PLAN - AREA 1
CD101 CIVIL AREA LOCATION PLAN
REPAIR ROADS
VA PROJECT NO.: 610-21-210
VA NORTHERN INDIANA HEALTH CARE SYSTEM - MARION, INDIANA
CS501
CIVIL SITE DETAILS
LOCATION OF
PROJECT
LINCOLN BLVD.
38TH STREET
38TH STREET
STATE ROUTE 18MARION, IN
ST
AT
E R
OU
TE
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design
Inc. and shall not be used for any purpose without prior expressed written consent. The
Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard
Suite 200
Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.net
VIRIDIAN
ARCHITECTURAL DESIGN INC.
CD102 CIVIL SITE DEMOLITION PLAN - AREA 1
CD103
CD104
CIVIL SITE DEMOLITION PLAN - AREA 2
CIVIL SITE DEMOLITION PLAN - AREA 3
CS102 CIVIL SITE LAYOUT PLAN - AREA 2
CS103 CIVIL SITE LAYOUT PLAN - AREA 3
CS303 CIVIL SITE EROSION CONTROL PLAN - AREA 3 20
CS302 CIVIL SITE EROSION CONTROL PLAN - AREA 2 19
CS301 CIVIL SITE EROSION CONTROL PLAN - AREA 1
CS203 15
CS202 CIVIL SITE GRADING AND DRAINAGE - AREA 2
CIVIL SITE GRADING AND DRAINAGE - AREA 3
CS201 CIVIL SITE GRADING AND DRAINAGE - AREA 1
06CD105 CIVIL SITE DEMOLITION PLAN - AREA 4
CS104 CIVIL SITE LAYOUT PLAN - AREA 4
CS105 CIVIL SITE LAYOUT PLAN - AREA 5
CS204 16CIVIL SITE GRADING AND DRAINAGE - AREA 4
CS205 17CIVIL SITE GRADING AND DRAINAGE - AREA 5
CS304 CIVIL SITE EROSION CONTROL PLAN - AREA 4 21
CS305 CIVIL SITE EROSION CONTROL PLAN - AREA 5 22
07CD106 CIVIL SITE DEMOLITION PLAN - AREA 5
AW101 ARCHITECTURAL SIGN DEMOLITION 24
ARCHITECTURAL DRAWINGS
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NORTH REFERENCE
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MARION, INDIANA 46953
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HEALTH CARE SYSTEM
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VA NORTHERN INDIANA
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1700 EAST 38TH STREET
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VA FORM 08-6231
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REPAIR ROADS
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CAMPUS
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CERTIFICATION:
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FINAL BID DOCUMENTS - 100% COMPLETE
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COVER SHEET
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313029
FIRE LANE
FIRE LANE
PARKING / STORAGE BUILDING
CB
S. HOME AVENUE
S. HOM
E AVENUE
12345678910111213
STORAGE CONTAINER
STORAGE CONTAINER
DUMPSTER
CHAPMAN AVENUE
STEEL CIRCLE DRIVE
VINE ROAD
DIX ROAD
McMAHON AVENUE
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CD105, CS104,
CS204, & CS304
SHEETS
CD106, CS105,
CS205, & CS305
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.netV IRIDIAN
ARCHITECTURAL DESIGN INC.
4175 New Vision Drive, Fort Wayne, IN 46845
Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting
03-09-2022
SCALE: 1" = 60'
CIVIL AREA LOCATION PLAN 1
CD101
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CONSULTANTS:
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VA FORM 08-6231
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REPAIR ROADS
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CAMPUS
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100% CONSTRUCTION DOCUMENTS
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CIVIL AREA LOCATION PLAN
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All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.netV IRIDIAN
ARCHITECTURAL DESIGN INC.
4175 New Vision Drive, Fort Wayne, IN 46845
Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting
03-09-2022
SCALE: 1" = 20'
CIVIL SITE DEMOLITION PLAN - AREA 1 1
CD102
DEMO CONSTRUCTION NOTES
NOTE:
1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS
WILL BE AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE
CLOSED AT ANY GIVEN TIME.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
CONTRACTOR SHALL HIRE A PRIVATE UTILITY CONTRACTOR TO LOCATE ALL
UTILITIES PRIOR TO CONSTRUCTION.
SITE LEGEND
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT PAVEMENT INCLUDING
STONE BASE DOWN TO SUBGRADE
/ / / / REMOVE CONCRETE CURB
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT
GENERAL CONSTRUCTION NOTES
1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.
2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE
DAY OF CONSTRUCTION.
4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND
MARKING WORK WITH COR.
5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT.
6. PORTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.
7. ADJUST ANY EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES, LOCATED
WITHIN PROJECT LIMITS, TO PROPOSED GRADES.
8. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION
SHALL BE EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING. EXPLORATORY
TRENCH TO VERIFY DEPTH AND LOCATION OF SEWERS PRIOR TO CONSTRUCTION OF
NEW SEWER UTILITIES. ASSURE ALL ON-SITE AND ALL STORM WATER IS DIRECTED INTO
THE STORM SEWER SYSTEM.
9. PROVIDE RECORD DRAWINGS TO THE OWNER FOR BELOW GRADE IMPROVEMENTS.
INCLUDE: MATERIALS OF CONSTRUCTION, SIZE, ELEVATIONS, AND LOCATION
DESCRIPTIONS IN THE RECORD. RECORD DRAWINGS SHALL BE CERTIFIED BY A LAND
SURVEYOR REGISTERED IN THE STATE OF INDIANA.
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE CONCRETE CURB AND / OR GUTTER / GUTTER WITH ASPHALT OVERLAY.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE. REFER TO NEW
WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO REMOVE CAUTION LIGHT AND BOLLARDS, INCLUDING ALL FOUNDATIONS.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE TO PROVIDE A CLEAN EDGE - 2' MINIMUM WIDTH. REFER TO NEW WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.
CONTRACTOR TO MILL 2 INCHES OF EXISTING ASPHALT PAVEMENT OVER CONCRETE GUTTER.
CONTRACTOR TO REMOVE SIGN INCLUDING FOUNDATION.
CONTRACTOR TO REMOVE STORM SEWER.
CONTRACTOR TO REMOVE SUPPLEMENTAL "ONE WAY" SIGN.
CONTRACTOR TO REMOVE "DO NOT ENTER" SIGN FACE. POST TO REMAIN.
SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.
CONTRACTOR TO REMOVE STORM SEWER STRUCTURE.
IF ANY EXISTING PIPE CONNECTIONS BLIND TAP EXISTING LINE, NOTIFY ENGINEER FOR RECONNECTION
DIRECTION.
CONTRACTOR TO REMOVE STORM SEWER AND CAP LINE AT DISCONNECTION POINT.
CONTRACTOR TO REMOVE CONFLICT STRUCTURE AND ABANDON EXISTING STORM SEWER IN PLACE.
REMOVE AND SALVAGE AREAS OF STONE MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE STONE
MULCH AFTER CONSTRUCTION IS COMPLETE.
REMOVE AND RESET SWING GATE IF NECESSARY FOR REMOVAL OF STORM SEWER.
CONTRACTOR TO BULKHEAD STRUCTURE AT POINT OF DISCONNECT.
EXISTING TREE TO REMAIN. CONTRACTOR SHALL CONTACT COR IF TREE IS IN THE WAY OF CONSTRUCTION
AND WILL NEED TO BE REMOVED. DO NOT REMOVE TREE WITHOUT COR'S APPROVAL.
REMOVE AND SALVAGE ANY AREAS OF HARDWOOD MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE
HARDWOOD MULCH AFTER CONSTRUCTION IS COMPLETE.
STORAGE CONTAINER / DUMPSTER TO BE REMOVED BY OWNER.
ALTERNATE AREA OUTLINE
NOT TO SCALE
CAMPUS KEY PLAN
MAIN ENTRANCE
VINE ROAD
V
IN
E R
O A
D
C O
TT
A G
E A
V E N
U E
BLACK ROAD
CHAPMAN AVENUE
F
LO
W E
R S
TR
E
E T
38th STREET
S
TE
E
LE
C
IR
C
LE
D R
IV
E
S
TE
E L C
IR
C
LE
D
R
IV
E
G R A Y
R O
A D
8.
G83
9.
G
838.92G
9.
G83
9.
G
0.
G
0.
G
MCMAHON AVENUE
CHAPMAN AVENUE
STEELE CIRCLE DRIVE
SEE SHEET CD103 FOR CONTINUATION
WA U.G. WATER LINE
UE U.G. ELECTRIC LINE
CURB INLET
STORM MANHOLE
WATER STRUCTURE
SIGN
ELECTRIC STRUCTURE
LIGHT POLE
SANITARY MANHOLE
ST U.G. STORM LINE
DECIDUOUS TREE
STEAM MANHOLE
SHRUB
SA U.G. SANITARY LINE
UT U.G. TELEPHONE LINE
BOLLARD
U.G. STEAM LINESM
EXISTING LEGEND
SEE SHEET CD105 FOR CONTINUATION
ALTERNATE NOTES:
1. ALTERNATE #1: THE CONTRACTOR TO PROVIDE A PRICE TO DEDUCT ALL WORK IN THE
AREA OUTLINED ON THE DRAWINGS AND LABELED AS "ALTERNATE #1". THE WORK
INCLUDES ALL DEMOLITION AND PROPOSED ITEMS AS SHOWN ON THE PLANS. THIS
WORK INCLUDES, BUT IS NOT LIMITED TO, MILLING AND OVERLAYING EXISTING
ASPHALT PAVEMENT, FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT, REMOVAL
AND REPLACEMENT OF CURB AND/ OR GUTTER, PAVEMENT STRIPING, AND STORM
SEWER PIPING AND STRUCTURES.
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of 24
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text Marion, Indiana
AutoCAD SHX Text
REPAIR ROADS
AutoCAD SHX Text 610-21-210
AutoCAD SHX Text 03/09/2022
AutoCAD SHX Text
CAMPUS
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
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100% CONSTRUCTION DOCUMENTS
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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STATE OF
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CIVIL SITE DEMOLITION PLAN - AREA 1
AutoCAD SHX Text
CD102
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DIX ROAD
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GRAY ROAD
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BLACK ROAD
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INDIANA AVENUE
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PARK DRIVE
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MDR
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DLR
S
STEEL CIRCLE DRIVE
McMAHON AVENUE
ST
ST
ST
ST
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12"
S T
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12"
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WA
WA
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GA
GA
GA
GA
GA
GA
GA
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GAGAGA G
A
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GA
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GA
GA
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GRASS
AREA
12"
36"
8"
4"
12"
12"
6"
6"
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
12"
12"
VISITOR
PARKING
SIGN
STOP
SIGN
STREET
SIGN
WAYFINDING
SIGN
MPH
SIGN
MPH
SIGN
STOP
SIGN
YIELD AND
DO NOT ENTER
SIGNS
STOP AHEAD
AND SPEED
LIMIT SIGN
WAYFINDING
SIGN
DO NOT
ENTER SIGN
(TEMPORARY)
STOP
SIGN
WA WA WA WA WA WA
6"
WAWAWAWAWAWA
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6'
5'
28.75'
5.
2'
.5
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1 11
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ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
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10.3'
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All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.netV IRIDIAN
ARCHITECTURAL DESIGN INC.
4175 New Vision Drive, Fort Wayne, IN 46845
Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting
03-09-2022
SCALE: 1" = 20'
CIVIL SITE DEMOLITION PLAN - AREA 2 1
CD103
DEMO CONSTRUCTION NOTES
NOTE:
1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS
WILL BE AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE
CLOSED AT ANY GIVEN TIME.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
CONTRACTOR SHALL HIRE A PRIVATE UTILITY CONTRACTOR TO LOCATE ALL
UTILITIES PRIOR TO CONSTRUCTION.
SITE LEGEND
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT PAVEMENT INCLUDING
STONE BASE DOWN TO SUBGRADE
/ / / / REMOVE CONCRETE CURB
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT
GENERAL CONSTRUCTION NOTES
1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.
2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE
DAY OF CONSTRUCTION.
4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND
MARKING WORK WITH COR.
5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT.
6. PORTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.
7. ADJUST ANY EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES, LOCATED
WITHIN PROJECT LIMITS, TO PROPOSED GRADES.
8. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION
SHALL BE EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING. EXPLORATORY
TRENCH TO VERIFY DEPTH AND LOCATION OF SEWERS PRIOR TO CONSTRUCTION OF
NEW SEWER UTILITIES. ASSURE ALL ON-SITE AND ALL STORM WATER IS DIRECTED INTO
THE STORM SEWER SYSTEM.
9. PROVIDE RECORD DRAWINGS TO THE OWNER FOR BELOW GRADE IMPROVEMENTS.
INCLUDE: MATERIALS OF CONSTRUCTION, SIZE, ELEVATIONS, AND LOCATION
DESCRIPTIONS IN THE RECORD. RECORD DRAWINGS SHALL BE CERTIFIED BY A LAND
SURVEYOR REGISTERED IN THE STATE OF INDIANA.
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE CONCRETE CURB AND / OR GUTTER / GUTTER WITH ASPHALT OVERLAY.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE. REFER TO NEW
WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO REMOVE CAUTION LIGHT AND BOLLARDS, INCLUDING ALL FOUNDATIONS.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE TO PROVIDE A CLEAN EDGE - 2' MINIMUM WIDTH. REFER TO NEW WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.
CONTRACTOR TO MILL 2 INCHES OF EXISTING ASPHALT PAVEMENT OVER CONCRETE GUTTER.
CONTRACTOR TO REMOVE SIGN INCLUDING FOUNDATION.
CONTRACTOR TO REMOVE STORM SEWER.
CONTRACTOR TO REMOVE SUPPLEMENTAL "ONE WAY" SIGN.
CONTRACTOR TO REMOVE "DO NOT ENTER" SIGN FACE. POST TO REMAIN.
SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.
CONTRACTOR TO REMOVE STORM SEWER STRUCTURE.
IF ANY EXISTING PIPE CONNECTIONS BLIND TAP EXISTING LINE, NOTIFY ENGINEER FOR RECONNECTION
DIRECTION.
CONTRACTOR TO REMOVE STORM SEWER AND CAP LINE AT DISCONNECTION POINT.
CONTRACTOR TO REMOVE CONFLICT STRUCTURE AND ABANDON EXISTING STORM SEWER IN PLACE.
REMOVE AND SALVAGE AREAS OF STONE MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE STONE
MULCH AFTER CONSTRUCTION IS COMPLETE.
REMOVE AND RESET SWING GATE IF NECESSARY FOR REMOVAL OF STORM SEWER.
CONTRACTOR TO BULKHEAD STRUCTURE AT POINT OF DISCONNECT.
EXISTING TREE TO REMAIN. CONTRACTOR SHALL CONTACT COR IF TREE IS IN THE WAY OF CONSTRUCTION
AND WILL NEED TO BE REMOVED. DO NOT REMOVE TREE WITHOUT COR'S APPROVAL.
REMOVE AND SALVAGE ANY AREAS OF HARDWOOD MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE
HARDWOOD MULCH AFTER CONSTRUCTION IS COMPLETE.
STORAGE CONTAINER / DUMPSTER TO BE REMOVED BY OWNER.
ALTERNATE AREA OUTLINE
NOT TO SCALE
CAMPUS KEY PLAN
MAIN ENTRANCE
VINE ROAD
V
IN
E R
O A
D
C O
TT
A G
E A
V E N
U E
BLACK ROAD
CHAPMAN AVENUE
F
LO
W E
R S
TR
E
E T
38th STREET
S
TE
E
LE
C
IR
C
LE
D R
IV
E
S
TE
E L C
IR
C
LE
D
R
IV
E
G R A Y
R O
A D
8.
G83
9.
G
838.92G
839.44G
9.
G
0.
G
0.
G
MCMAHON AVENUE
CHAPMAN AVENUE
STEELE CIRCLE DRIVE
SEE SHEET CD104 FOR CONTINUATION
SEE SHEET CD102 FOR CONTINUATION
WA U.G. WATER LINE
UE U.G. ELECTRIC LINE
CURB INLET
STORM MANHOLE
WATER STRUCTURE
SIGN
ELECTRIC STRUCTURE
LIGHT POLE
SANITARY MANHOLE
ST U.G. STORM LINE
DECIDUOUS TREE
STEAM MANHOLE
SHRUB
SA U.G. SANITARY LINE
UT U.G. TELEPHONE LINE
BOLLARD
U.G. STEAM LINESM
EXISTING LEGEND
S
EE
S H
EE
T C
D
F O
R C
O
NT
IN
U
AT
IO
N
ALTERNATE NOTES:
1. ALTERNATE #1: THE CONTRACTOR TO PROVIDE A PRICE TO DEDUCT ALL WORK IN THE
AREA OUTLINED ON THE DRAWINGS AND LABELED AS "ALTERNATE #1". THE WORK
INCLUDES ALL DEMOLITION AND PROPOSED ITEMS AS SHOWN ON THE PLANS. THIS
WORK INCLUDES, BUT IS NOT LIMITED TO, MILLING AND OVERLAYING EXISTING
ASPHALT PAVEMENT, FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT, REMOVAL
AND REPLACEMENT OF CURB AND/ OR GUTTER, PAVEMENT STRIPING, AND STORM
SEWER PIPING AND STRUCTURES.
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Dwg. of 24
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
CONSULTANTS:
AutoCAD SHX Text
ARCHITECT/ENGINEERS:
AutoCAD SHX Text
VA FORM 08-6231
AutoCAD SHX Text Marion, Indiana
AutoCAD SHX Text
REPAIR ROADS
AutoCAD SHX Text 610-21-210
AutoCAD SHX Text 03/09/2022
AutoCAD SHX Text
CAMPUS
AutoCAD SHX Text
CERTIFICATION:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
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AutoCAD SHX Text A
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AutoCAD SHX Text E
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AutoCAD SHX Text T
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CIVIL SITE DEMOLITION PLAN - AREA 2
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CD103
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All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.netV IRIDIAN
ARCHITECTURAL DESIGN INC.
4175 New Vision Drive, Fort Wayne, IN 46845
Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting
03-09-2022
SCALE: 1" = 20'
CIVIL SITE DEMOLITION PLAN - AREA 3 1
CD104
DEMO CONSTRUCTION NOTES
NOTE:
1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS
WILL BE AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE
CLOSED AT ANY GIVEN TIME.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
CONTRACTOR SHALL HIRE A PRIVATE UTILITY CONTRACTOR TO LOCATE ALL
UTILITIES PRIOR TO CONSTRUCTION.
SITE LEGEND
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT PAVEMENT INCLUDING
STONE BASE DOWN TO SUBGRADE
/ / / / REMOVE CONCRETE CURB
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT
GENERAL CONSTRUCTION NOTES
1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.
2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE
DAY OF CONSTRUCTION.
4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA, WHETHER INDICATED TO REMAIN, TO BE MODIFIED, OR REMOVED. COORDINATE ALL VERIFICATION AND
MARKING WORK WITH COR.
5. ALL CONCRETE SCHEDULED FOR REMOVAL SHALL BE REMOVED TO THE NEAREST JOINT.
6. PORTECT ALL OTHER EXISTING TREES, LANDSCAPING, PARKING LOTS, AND SIDEWALKS FROM DAMAGE.
7. ADJUST ANY EXISTING MANHOLES, VALVES, HYDRANTS, AND HANDHOLES, LOCATED
WITHIN PROJECT LIMITS, TO PROPOSED GRADES.
8. EXISTING UTILITIES ARE APPROXIMATIONS BASED ON BEST AVAILABLE DATA. CAUTION
SHALL BE EXERCISED TO NOT INTERRUPT SERVICE TO ANY BUILDING. EXPLORATORY
TRENCH TO VERIFY DEPTH AND LOCATION OF SEWERS PRIOR TO CONSTRUCTION OF
NEW SEWER UTILITIES. ASSURE ALL ON-SITE AND ALL STORM WATER IS DIRECTED INTO
THE STORM SEWER SYSTEM.
9. PROVIDE RECORD DRAWINGS TO THE OWNER FOR BELOW GRADE IMPROVEMENTS.
INCLUDE: MATERIALS OF CONSTRUCTION, SIZE, ELEVATIONS, AND LOCATION
DESCRIPTIONS IN THE RECORD. RECORD DRAWINGS SHALL BE CERTIFIED BY A LAND
SURVEYOR REGISTERED IN THE STATE OF INDIANA.
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT.
SAWCUT AND REMOVE CONCRETE CURB AND / OR GUTTER / GUTTER WITH ASPHALT OVERLAY.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE. REFER TO NEW
WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO REMOVE CAUTION LIGHT AND BOLLARDS, INCLUDING ALL FOUNDATIONS.
SAWCUT AND REMOVE ASPHALT PAVEMENT INCLUDING STONE BASE DOWN TO SUBGRADE TO PROVIDE A CLEAN EDGE - 2' MINIMUM WIDTH. REFER TO NEW WORK PLANS FOR PROPOSED ASPHALT SECTION.
CONTRACTOR TO PROTECT EXISTING TREE FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION.
CONTRACTOR TO MILL 2 INCHES OF EXISTING ASPHALT PAVEMENT OVER CONCRETE GUTTER.
CONTRACTOR TO REMOVE SIGN INCLUDING FOUNDATION.
CONTRACTOR TO REMOVE STORM SEWER.
CONTRACTOR TO REMOVE SUPPLEMENTAL "ONE WAY" SIGN.
CONTRACTOR TO REMOVE "DO NOT ENTER" SIGN FACE. POST TO REMAIN.
SAWCUT AND REMOVE CONCRETE SIDEWALK AT NEAREST JOINT.
CONTRACTOR TO REMOVE STORM SEWER STRUCTURE.
IF ANY EXISTING PIPE CONNECTIONS BLIND TAP EXISTING LINE, NOTIFY ENGINEER FOR RECONNECTION
DIRECTION.
CONTRACTOR TO REMOVE STORM SEWER AND CAP LINE AT DISCONNECTION POINT.
CONTRACTOR TO REMOVE CONFLICT STRUCTURE AND ABANDON EXISTING STORM SEWER IN PLACE.
REMOVE AND SALVAGE AREAS OF STONE MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE STONE
MULCH AFTER CONSTRUCTION IS COMPLETE.
REMOVE AND RESET SWING GATE IF NECESSARY FOR REMOVAL OF STORM SEWER.
CONTRACTOR TO BULKHEAD STRUCTURE AT POINT OF DISCONNECT.
EXISTING TREE TO REMAIN. CONTRACTOR SHALL CONTACT COR IF TREE IS IN THE WAY OF CONSTRUCTION
AND WILL NEED TO BE REMOVED. DO NOT REMOVE TREE WITHOUT COR'S APPROVAL.
REMOVE AND SALVAGE ANY AREAS OF HARDWOOD MULCH THAT IS IMPACTED BY CONSTRUCTION. REPLACE
HARDWOOD MULCH AFTER CONSTRUCTION IS COMPLETE.
STORAGE CONTAINER / DUMPSTER TO BE REMOVED BY OWNER.
ALTERNATE AREA OUTLINE
NOT TO SCALE
CAMPUS KEY PLAN
MAIN ENTRANCE
VINE ROAD
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IN
E R
O A
D
C O
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E A
V E N
U E
BLACK ROAD
CHAPMAN AVENUE
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E T
38th STREET
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0.
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G
MCMAHON AVENUE
CHAPMAN AVENUE
STEELE CIRCLE DRIVE
SEE SHEET CD103 FOR CONTINUATION
WA U.G. WATER LINE
UE U.G. ELECTRIC LINE
CURB INLET
STORM MANHOLE
WATER STRUCTURE
SIGN
ELECTRIC STRUCTURE
LIGHT POLE
SANITARY MANHOLE
ST U.G. STORM LINE
DECIDUOUS TREE
STEAM MANHOLE
SHRUB
SA U.G. SANITARY LINE
UT U.G. TELEPHONE LINE
BOLLARD
U.G. STEAM LINESM
EXISTING LEGENDALTERNATE NOTES:
1. ALTERNATE #1: THE CONTRACTOR TO PROVIDE A PRICE TO DEDUCT ALL WORK IN THE
AREA OUTLINED ON THE DRAWINGS AND LABELED AS "ALTERNATE #1". THE WORK
INCLUDES ALL DEMOLITION AND PROPOSED ITEMS AS SHOWN ON THE PLANS. THIS
WORK INCLUDES, BUT IS NOT LIMITED TO, MILLING AND OVERLAYING EXISTING
ASPHALT PAVEMENT, FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT, REMOVAL
AND REPLACEMENT OF CURB AND/ OR GUTTER, PAVEMENT STRIPING, AND STORM
SEWER PIPING AND STRUCTURES.
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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REPAIR ROADS
AutoCAD SHX Text 610-21-210
AutoCAD SHX Text 03/09/2022
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CAMPUS
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CERTIFICATION:
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100% CONSTRUCTION DOCUMENTS
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CIVIL SITE DEMOLITION PLAN - AREA 3
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CD104
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155545352515049484746
103 102 101 100 99 98 97 96 95 94 93 92
79 78 77 76 75 74 73 72 71 70 69 68
80 81 82 83 84 85 86 87 88 89 90 91
56 57 58 59 60 61 62 63 64 65 66 67 approximate location of 6" san. line approximate location of electric line approximate location of electric line app roxi mate loca tion of water line
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WA WA WA WA WA WA WA WA WA WA WA WA
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
W A
6"
6"
WAWAWA
6"
12"
S. HOME AVENUE
12345678910111213
1"
6" 6"
6"
6"
DUMPSTER
ST
ST
ST
ST
ST
ST
TYP.
2 2
TYP.
TYP.
TYP.
TYP.
TYP.
ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
ALTERNATE
#1 LIMITS
TYP.
TYP.
TYP.
' 2
12 12
WA U.G. WATER LINE
UE U.G. ELECTRIC LINE
CURB INLET
STORM MANHOLE
WATER STRUCTURE
SIGN
ELECTRIC STRUCTURE
LIGHT POLE
SANITARY MANHOLE
ST U.G. STORM LINE
DECIDUOUS TREE
STEAM MANHOLE
SHRUB
SA U.G. SANITARY LINE
UT U.G. TELEPHONE LINE
BOLLARD
U.G. STEAM LINESM
EXISTING LEGEND
All concepts, ideas, design elements, plans, and details as shown on this document are the sole property of Viridian Architectural Design Inc. and shall not be used for any purpose without prior expressed written consent. The Contracting Officer Representative shall be permitted to retain copies for information and reference.
2020 E. Washington Boulevard Suite 200 Fort Wayne, Indiana 46803
PH: 260.424.4830
www.viridian-design.netV IRIDIAN
ARCHITECTURAL DESIGN INC.
4175 New Vision Drive, Fort Wayne, IN 46845
Ph: (260) 490-1025 Fax: (260) 490-1026 www.eri.consulting
03-09-2022
SCALE: 1" = 20'
CIVIL SITE DEMOLITION PLAN - AREA 4 1
CD105
DEMO CONSTRUCTION NOTES
NOTE:
1. CONTRACTOR TO NOTIFY VA OF AREAS OF WORK WHERE BUILDING ACCESS
WILL BE AFFECTED. ONLY ONE ENTRANCE INTO EACH BUILDING WILL BE
CLOSED AT ANY GIVEN TIME.
NOTE:
ALL KEYNOTES DO NOT APPEAR ON THIS SHEET.
NOTE:
CONTRACTOR SHALL HIRE A PRIVATE UTILITY CONTRACTOR TO LOCATE ALL
UTILITIES PRIOR TO CONSTRUCTION.
SITE LEGEND
REMOVE CONCRETE PAVEMENT
REMOVE ASPHALT PAVEMENT INCLUDING
STONE BASE DOWN TO SUBGRADE
/ / / / REMOVE CONCRETE CURB
MILL 2" INCH OF EXISTING ASPHALT PAVEMENT
GENERAL CONSTRUCTION NOTES
1. ALL CONTRACTORS SHALL CLEAN SITE THOROUGHLY AT THE END OF EACH WORK DAY.
2. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS OF ALL MATERIALS AND EQUIPMENT WITH
CONTRACTING OFFICER REPRESENTATIVE (COR) PRIOR TO BEGINNING OF CONSTRUCTION.
3. ALL CONTRACTORS ARE RESPONSIBLE FOR ANY DAMAGES CAUSED DURING THE CONSTRUCTION PROCESS. IN THE EVENT OF ANY DAMAGES, CONTRACTOR IS TO CONTACT THE COR IMMEDIATELY PRIOR TO THE END OF THE
DAY OF CONSTRUCTION.
4. PRIOR TO THE COMMENCEMENT OF ANY / ALL WORK, VERIFY THE LOCATION AND ENSURE THE OBVIOUS MARKING OF ALL EXISTING UTILITIES AND RELATED EQUIPMENT ON, ABOVE, OR BENEATH THE ADJACENT WORK AREA,…
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