S02. Drawings - CIVIL.pdf

PDF 5 MB Posted

Attached to
Expand Primary Care for Pact Realignment Federal contract opportunity
Solicitation number
36C25020B0060_1
Issued by
Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI ·

This document provides details for a federal contract solicitation to expand primary care at the Louis Stokes Cleveland VA Medical Center. The solicitation seeks a contractor to provide all labor, equipment, supplies and supervision necessary for an expansion project with a value between $10-15 million. The project will add 12,000 square feet of space on three floors to the existing ambulatory care addition. A site visit will be conducted on August 12th and requests for information are due by 3:30 PM EST that day. The NAICS code is 236220 for commercial and institutional building construction with a size standard of $39.5 million. The contractor must be a verified Service-Disabled Veteran Owned Small Business and registered in the System for Award Management. The contract will be awarded based on price. Work must be completed in accordance with specifications, drawings and contract terms while coordinating with the VA Contracting Officer and representative.

View the file

Other files for this federal contract opportunity

Other files attached to Expand Primary Care for Pact Realignment, newest first.
File Type Posted
S02. Sole Source - Tridium - 2020-05-07_Redacted.pdf PDF
S02. Sole Source - Corbin Russwin Door Lock - 2020-05-07_Redacted.pdf PDF
S02. Safety.docx DOCX document
S02. RFI Form.docx DOCX document
S02. Drawing - 1-H46 - Second Floor Plan - ACC South.pdf PDF
S02. Drawing - Outpatient Pharmacy Exhaust - EF-52.pdf PDF
S02. Drawings - ELECTRICAL.pdf PDF
S02. Drawings - PLUMBING.pdf PDF
S02. Drawings - RENDERINGS.pdf PDF
S02. Sole Source - Notifier Fire Alarm - 2020-05-07_Redacted.pdf PDF
S02. Sole Source - Hill-Rom Nurse Call - 2020-05-07_Redacted.pdf PDF
S02. Drawing - 1-H28 - First Floor Plan - Zoning.pdf PDF
S02. Drawing - 1-H29 - Second Floor Plan - Zoning.pdf PDF
S02. Drawing - 1-H34 - First Floor Plan - ACC North.pdf PDF
S02. Drawing - 1-H36 - First Floor Plan - ACC South.pdf PDF
S02. Drawing - 1-H44 - Second Floor Plan - ACC North.pdf PDF
S02. VAMC Health Requirements.pdf PDF
S02. VA NOTICE OF LIMITATIONS ON SUBCONTRACTING.docx DOCX document
S02. Sole Source - Lenel - 2020-05-07_Redacted.pdf PDF
S02. Brand Name Spreadsheet 2020-05-07.pdf PDF
S02. Calculation of Self-Performed and Sub-Contracted Work.docx DOCX document
S02. Drawings - ARCHITECURAL.pdf PDF
S02. Drawings - FIRE PROTECTION.pdf PDF
S02. Solicitation 36C25020B0060_1.pdf PDF
S02. Wage Determination.pdf PDF
S02. Bid Opening Instructions.pdf PDF
S02. BID ISSUE - SPECIFICATIONS.pdf PDF
S02. Brand Name or Equal Memo 2020-05-06.pdf PDF
S02. Drawing - 1-H27 - Basement Plan - Zoning.pdf PDF
S02. Drawing - 1-H54 - Basement Plan - Mechanical Room.pdf PDF
S02. Drawing - Pre-Testing Reference Update.pdf PDF
S02. Drawings - HVAC.pdf PDF
S02. Drawings - SITE LANDSCAPE.pdf PDF
S02. Drawings - STRUCTURAL.pdf PDF
Show all 34

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file
Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

GARRETT

& ASSOCIATES

EXISTING SITE SURVEY

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION EXPAND PRIMARY CARE FOR

PACT REALIGNMENT

10701 EAST BLVD. CLEVELAND, OHIO

541-376

Project Director

3.20.20Revisions: Date:

DD SUBMISSION 5.3.19

65% CD's SUBMISSION 6.14.19 90% CD's SUBMISSION 8.9.19

3.20.20

100% CD's SUBMISSION 2.14.20

BID ISSUE SUBMISSION 3.20.20

EXISTING SITE SURVEY

KMN PEK GS-0

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text T

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

LV

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

COMB MH RIM:663.49 INV 12"SE:657.19 INV E&W:648.57

AutoCAD SHX Text

COMB MH RIM:663.49 CRACKED LID

AutoCAD SHX Text

TRENCH DRAIN RIM:664.28 T/WATER:658.79

AutoCAD SHX Text

SAN MH RIM:665.81 INV S:664.30 INV NW:646.73

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

CURB INLET RIM:665.89 T/WATER:658.79

AutoCAD SHX Text

COMB MH RIM:665.70 INV N&S:653.14

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB MH RIM:668.53 INV 12"SW:659.20 INV N&S:656.19

AutoCAD SHX Text CATCH BASIN RIM:665.95 INV 4"E:663.67 INV 6"NE:664.10 INV 6"NE:660.65 TRENCH:665.18

AutoCAD SHX Text

48" STM*

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text CATCH BASIN RIM:666.75 INV 6"SE:664.12 INV 6"SE:660.95 INV 6"SW:664.10 INV 6"SW:660.80 INV 6"S:664.11 INV 8"S:660.22

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

10" STM

AutoCAD SHX Text

48" STM*

AutoCAD SHX Text

10" STM

AutoCAD SHX Text

8" STM

AutoCAD SHX Text CATCH BASIN RIM:666.26 INV 6"N:663.96 INV 8"N:660.51 INV 8"SW:661.93 INV 10"S:661.81

AutoCAD SHX Text

48" STM*

AutoCAD SHX Text CATCH BASIN RIM:667.09 INV 6"NW:661.39 INV 6"NW:660.53 INV 10"N:660.34 INV 12"NE:660.19

AutoCAD SHX Text

CURB INLET RIM:666.25 INV 8"NE:662.85

AutoCAD SHX Text

CATCH BASIN RIM:666.50 INV 10"S:661.48

AutoCAD SHX Text

CURB INLET RIM:665.87 INV 12"NE:662.69

AutoCAD SHX Text

SHIPPING CONTAINER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

FF:666.70

AutoCAD SHX Text

FF:666.78

AutoCAD SHX Text

FF:666.86

AutoCAD SHX Text

FF:666.82

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

FLAG

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

VENT

AutoCAD SHX Text

VENT

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

SCULPTURE ON CONC

AutoCAD SHX Text

SCULPTURE ON CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 9"

AutoCAD SHX Text 9"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BLDG OVERHANG

AutoCAD SHX Text

BLDG

AutoCAD SHX Text

BLDG OVERHANG

AutoCAD SHX Text

VA MEDICAL BLDG

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

BORING ELEV:667.18

AutoCAD SHX Text

BORING ELEV:668.39

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

TOP OF HYD ELEV:673.74

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

TOP OF HYD ELEV:670.05

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

TOP OF HYD ELEV:671.50

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

TOP OF HYD ELEV:668.62

AutoCAD SHX Text

BENCHMARK:

AutoCAD SHX Text

ELEC VAULT

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text 666.83

AutoCAD SHX Text 666.58

AutoCAD SHX Text 666.46

AutoCAD SHX Text x 666.89

AutoCAD SHX Text x 666.62

AutoCAD SHX Text x 666.67

AutoCAD SHX Text x 666.74

AutoCAD SHX Text x 667.04

AutoCAD SHX Text x 667.50

AutoCAD SHX Text 667.22

AutoCAD SHX Text 668.80

AutoCAD SHX Text 669.14

AutoCAD SHX Text

667.34 667.01

AutoCAD SHX Text

666.68 666.14

AutoCAD SHX Text

667.11 666.44

AutoCAD SHX Text

666.87 666.24

AutoCAD SHX Text

666.82 666.16

AutoCAD SHX Text

667.09 666.58

AutoCAD SHX Text

668.15 667.68

AutoCAD SHX Text

668.38 667.93

AutoCAD SHX Text

668.37 667.93

AutoCAD SHX Text

668.22 667.80

AutoCAD SHX Text x 668.50

AutoCAD SHX Text x 668.44

AutoCAD SHX Text x 668.43

AutoCAD SHX Text x 668.51

AutoCAD SHX Text x 668.51

AutoCAD SHX Text

666.68 x

AutoCAD SHX Text

668.61 x

AutoCAD SHX Text

668.34 x

AutoCAD SHX Text

668.26 x

AutoCAD SHX Text

668.95 x

AutoCAD SHX Text x 666.69

AutoCAD SHX Text

668.63 667.98

AutoCAD SHX Text

668.63 668.14

AutoCAD SHX Text

668.62 668.03

AutoCAD SHX Text

667.75 x

AutoCAD SHX Text

667.31 x

AutoCAD SHX Text

666.68 x

AutoCAD SHX Text

666.30 x

AutoCAD SHX Text

666.20 x

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

4" STM

AutoCAD SHX Text

PORTABLE BLDG ON CONC PAD

AutoCAD SHX Text

EXISTING CONDITIONS

AutoCAD SHX Text

FOR

AutoCAD SHX Text www.garrettsurveying.com

AutoCAD SHX Text

SITUATED IN THE CITY OF CLEVELAND, COUNTY OF CUYAHOGA AND STATE OF OHIO.

AutoCAD SHX Text

VA MEDICAL HOSPITAL

AutoCAD SHX Text Land Surveyors & Civil Engineers 700 Beta Drive, Suite 200 Cleveland, Ohio 44143 P: 440.449.4008 F: 440.449.0883

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

PB

AutoCAD SHX Text

GV

AutoCAD SHX Text

COMBINATION/SANITARY MANHOLE

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text

STORM CATCH BASIN

AutoCAD SHX Text

STORM CURB INLET

AutoCAD SHX Text

POWER POLE

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

SPOT LIGHT

AutoCAD SHX Text

PULL BOXES

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

STEEL BOLLARD

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

LINE VALVE

AutoCAD SHX Text

SPRINKLER VALVE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

BORING LOCATION

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text

SYMBOLS

AutoCAD SHX Text

ABBREV.

AutoCAD SHX Text COMB COMBINATION COMBINATION SAN SANITARY SANITARY STM STORM STORM MH MANHOLE MANHOLE SWR SEWER SEWER INV INVERT INVERT T/WATER TOP WATER TOP WATER ELEC ELECTRIC ELECTRIC UG UNDERGROUND UNDERGROUND CONC CONCRETE CONCRETE ASPH ASPHALT ASPHALT BLDG BUILDING BUILDING FF FINISH FLOOR FINISH FLOOR ELEV ELEVATION ELEVATION N NORTH NORTH NE NORTHEAST NORTHEAST NW NORTHWEST NORTHWEST S SOUTH SOUTH SE SOUTHEAST SOUTHEAST SW SOUTHWEST SOUTHWEST E EAST EAST W WESTWEST

AutoCAD SHX Text NOTE: 1. THE INFORMATION SHOWN CONCERNING EXISTING UTILITIES THE INFORMATION SHOWN CONCERNING EXISTING UTILITIES IS NOT REPRESENTED, WARRANTED OR GUARANTEED TO BE COMPLETE OR ACCURATE. IT WAS GATHERED FROM FIELD LOCATIONS AND RECORD INFORMATION PROVIDED BY CLIENT AS WELL AS BLOOD HOUND UNDERGROUND UTILITY LOCATORS. 2. *-48" STORM SEWER AS PER DESIGN PLAN BY OTHERS.*-48" STORM SEWER AS PER DESIGN PLAN BY OTHERS.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

NOBLE

AutoCAD SHX Text K. M.

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E-56746

AutoCAD SHX Text 30'

AutoCAD SHX Text

AutoCAD SHX Text 60'

AutoCAD SHX Text

SCALE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION EXPAND PRIMARY CARE FOR

PACT REALIGNMENT

10701 EAST BLVD. CLEVELAND, OHIO

541-376

Project Director

3.20.20Revisions: Date:

DD SUBMISSION 5.3.19

65% CD's SUBMISSION 6.14.19 90% CD's SUBMISSION 8.9.19

3.20.20

100% CD's SUBMISSION 2.14.20

BID ISSUE SUBMISSION 3.20.20

CONSTRUCTION NOTES SITE ABBREVIATIONSSITE SYMBOLS

SYMBOL LEGEND AND GENERAL NOTES

KMN PEK GS-1

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

NOBLE

AutoCAD SHX Text K. M.

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E-56746

AutoCAD SHX Text

1. CONTRACTORS SHALL SCHEDULE THEIR OPERATIONS AND CARRY OUT THE WORK IN A MANNER TO CAUSE THE LEAST DISTURBANCE AND/OR INTERFERENCE WITH NORMAL TRAFFIC FLOW. 2. THE EXISTING UNDERGROUND INFORMATION AND TOPOGRAPHIC INFORMATION IS BASED ON THE PROJECT'S SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, A CONTRACTOR ENCOUNTERS UTILITIES IN LOCATION OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 3. ALL CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE, OR ADJACENT PROPERTY. 4. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING ELEVATIONS AT CRITICAL POINTS SUCH AS APPROACHES OF DRAINAGE STRUCTURES, CURBING, ETC. VERIFICATION SHALL BE PERFORMED DURING LAYOUT STAGES AND SIGNIFICANT DISCREPANCIES REPORTED TO THE ENGINEER IMMEDIATELY. 5. CONTRACTOR SHALL CONDUCT HIS OPERATIONS SUCH THAT THE FLOW OF ALL EXISTING SEWERS AND LATERALS WILL BE MAINTAINED AT ALL TIMES. 6. IT IS THE INTENT THAT NEW ADDITION FLOOR ELEVATIONS SHALL MATCH EXISTING BUILDING FLOOR ELEVATIONS. GC SHALL VERIFY EXISTING FLOOR ELEVATIONS IN FIELD PRIOR TO CONSTRUCTION.

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SCALE

AutoCAD SHX Text A-512

AutoCAD SHX Text D2

AutoCAD SHX Text D

AutoCAD SHX Text

CI

AutoCAD SHX Text

DI

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SD

AutoCAD SHX Text

RCP

AutoCAD SHX Text G

AutoCAD SHX Text P

AutoCAD SHX Text

CATV

AutoCAD SHX Text

CCTV

AutoCAD SHX Text

FO

AutoCAD SHX Text T

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text

CO

AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text ABAN ABANDON ABANDON ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ACP ASPHALTIC CONCRETE PAVING ASPHALTIC CONCRETE PAVING ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT APPROX APPROXIMATE APPROXIMATE ASPH ASPHALT ASPHALT BC BACK OF CURB BACK OF CURB BDRY BOUNDARY BOUNDARY BKGD BACKGROUND BACKGROUND BL BASE LINE BASE LINE BLDG BUILDING BUILDING BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK CB CATCH BASIN OR CEMENT BASE CATCH BASIN OR CEMENT BASE CI CAST IRON OR CURB INLET CAST IRON OR CURB INLET CJ CONSTRUCTION JOINT OR CONTROL JOINT CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE, CLASS, OR CLOSE CENTER LINE, CLASS, OR CLOSE CNTOR CONTACTOR CONTACTOR CO CERTIFICATE OF OCCUPANC, CLEANOUT, CERTIFICATE OF OCCUPANC, CLEANOUT, COMPANY, OR CUTOUT CONC CONCENTRIC OR CONCRETE CONCENTRIC OR CONCRETE COORD COORDINATE COORDINATE COTG CLEANOUT TO GRADE CLEANOUT TO GRADE CSP CONCRETE SEWER PIPE CONCRETE SEWER PIPE CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD DA DRAINAGE AREA DRAINAGE AREA DEMO DEMOLITION DEMOLITION DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DS DOWNSPOUT DOWNSPOUT EC EDGE OF CURB EDGE OF CURB EJ EXPANSION JOINT EXPANSION JOINT EL EASEMENT LINE OR ELEVATION EASEMENT LINE OR ELEVATION ENGR ENGINEER ENGINEER ENTR ENTRANCE ENTRANCE EOS EDGE OF SLAB EDGE OF SLAB EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY ES EDGE OF SHOULDER EDGE OF SHOULDER EST ESTIMATE ESTIMATE EW EACH WAY EACH WAY EXIST EXISTING EXISTING EXP EXPANSION EXPANSION EXST GR EXISTING GRADE EXISTING GRADE EXT EXTERIOR EXTERIOR EXT GR EXTERIOR GRADE EXTERIOR GRADE F FIRE LINE FIRE LINE F/F FACE TO FACE FACE TO FACE FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FLL FLOW LINE FLOW LINE FN FENCE FENCE FOC FACE OF CURB FACE OF CURB FT FEET OR FOOT FEET OR FOOT G GROUND OR NATURAL GAS GROUND OR NATURAL GAS G LN GAS LINE GAS LINE GAL GALLON GALLON GUT GUTTER GUTTER HC HANDICAP HANDICAP HCP HANDICAPPED HANDICAPPED HEX HEXAGON HEXAGON HH HAND HOLE HAND HOLE HWY HIGHWAY HIGHWAY ID INSIDE DIAMETER OR INSIDE DIMENSION INSIDE DIAMETER OR INSIDE DIMENSION IMH INLET MANHOLE INLET MANHOLE INV INVERT INVERT INV EL INVERT ELEVATION INVERT ELEVATION IW IRRIGATION WATER IRRIGATION WATER LPT LOW POINT LOW POINT LT LIGHT LIGHT LTG LIGHTING LIGHTING MB MAIL BOX MAIL BOX MED MEDIUM MEDIUM MFD MANUFACTURED MANUFACTURED MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS NE NOT EXCEEDING NOT EXCEEDING NIC NOT IN CONTRACT NOT IN CONTRACT NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OFD OVERFLOW DRAIN OVERFLOW DRAIN OPNG OPENING OPENING PAT PATTERN PATTERN PB PULL BOX PULL BOX PCA PORTLAND CEMENT ASSOCIATION PORTLAND CEMENT ASSOCIATION PCC PRECAST CONCRETE PRECAST CONCRETE PCCP CONCRETE PAVEMENT CONCRETE PAVEMENT PCT PERCENT PERCENT PERIM PERIMETER PERIMETER PH PHASE PHASE PIV POST INDICATOR VALVE POST INDICATOR VALVE PK GAR PARKING GARAGE PARKING GARAGE PK LOT PARKING LOT PARKING LOT PL PROPERTY LINE PROPERTY LINE PRCST PRECAST PRECAST PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PV PAVED PAVED PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) QTY QUANTITY QUANTITY QUAL QUALITY QUALITY R RADIUS OR RANGE RADIUS OR RANGE RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCCP REINFORCED CONCRETE CULVERT PIPE REINFORCED CONCRETE CULVERT PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN ROW RIGHT OF WAY RIGHT OF WAY RW ROADWAY ROADWAY RWL RAIN WATER LEADER RAIN WATER LEADER SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCHED SCHEDULE SCHEDULE SCP SCUPPER SCUPPER SD STORM DRAIN STORM DRAIN SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHLDR SHOULDER SHOULDER SP EL SPOT ELEVATION SPOT ELEVATION SPEC SPECIFICATION SPECIFICATION SS SANITARY SEWER, STEAM SUPPLY, OR SANITARY SEWER, STEAM SUPPLY, OR STORM SEWER ST STREET STREET ST W STORM WATER STORM WATER STA STATION STATION STD STANDARD STANDARD SURV SURVEY SURVEY SW SIDEWALK SIDEWALK SYM SYMBOL SYMBOL TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TOC TOP OF CONCRETE OR TOP OF CURB TOP OF CONCRETE OR TOP OF CURB TOPO TOPOGRAPHY TOPOGRAPHY TOS TOP OF SLAB TOP OF SLAB TP TELEPHONE POLE TELEPHONE POLE TR TOP OF RIM TOP OF RIM TYP TYPICAL TYPICAL UGND UNDERGROUND UNDERGROUND UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UP UTILITY POLE UTILITY POLE UTIL UTILITY UTILITY VB VALVE BOX VALVE BOX VCT VITRIFIED CLAY TILE VINYL COMPOSITION VITRIFIED CLAY TILE VINYL COMPOSITION TILE VERT VERTICAL VERTICAL VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W/ WITH WITH W/O WITHOUT WITHOUT WL WATER LINE WATER LINE WTR WATER WATER

AutoCAD SHX Text

SITE SYMBOLS - GENERAL

AutoCAD SHX Text

BENCHMARK

AutoCAD SHX Text

KEYNOTE INDICATOR

AutoCAD SHX Text

DRAWING BLOCK TITLE WITH GRAPHIC SCALE (SHOWN HALF ACTUAL SIZE)

AutoCAD SHX Text

CONCRETE SECTION

AutoCAD SHX Text

ASPHALT, SECTION

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

TREE, DECIDUOUS NEW

AutoCAD SHX Text

HYDRANT, FIRE

AutoCAD SHX Text

CENTER LINE INDICATOR

AutoCAD SHX Text

DEMOLITION LINE

AutoCAD SHX Text

EXISTING TO REMAIN LINE

AutoCAD SHX Text

DETAIL INDICATOR

AutoCAD SHX Text

DIMENSION (CIVIL ONLY)

AutoCAD SHX Text

REVISION INDICATOR (SHOWN WITH CLOUD)

AutoCAD SHX Text

SITE SYMBOLS - CONCRETE/MASONRY

AutoCAD SHX Text

WATER OR GAS VALVE

AutoCAD SHX Text

DRAIN LINE

AutoCAD SHX Text

PIPE LINE, CAST IRON

AutoCAD SHX Text

PIPE LINE, DUCTILE IRON

AutoCAD SHX Text

SANITARY SOIL

AutoCAD SHX Text

DRAIN LINE, STORM

AutoCAD SHX Text

PIPE LINE, REINFORCED CONCRETE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

POWER LINE

AutoCAD SHX Text

CABLE TELEVISION LINE

AutoCAD SHX Text

CLOSED CIRCUIT TELEVISION LINE

AutoCAD SHX Text

FIBEROPTICS LINE

AutoCAD SHX Text

TELEPHONE LINE

AutoCAD SHX Text

SITE SYMBOLS - UTILITIES

AutoCAD SHX Text

SITE SYMBOLS - IMPROVEMENTS

AutoCAD SHX Text

UTILITY, WATER MANHOLE

AutoCAD SHX Text

UTILITY, UTILITY POLE

AutoCAD SHX Text

UTILITY, SANITARY MANHOLE

AutoCAD SHX Text

UTILITY, SANITARY CLEANOUT

AutoCAD SHX Text

ELECTRICAL, GUY WIRE

UTILITY, ELECTRICAL MANHOLE

CONSTRUCTION NOTES

CODED NOTES

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION EXPAND PRIMARY CARE FOR

PACT REALIGNMENT

10701 EAST BLVD. CLEVELAND, OHIO

541-376

Project Director

3.20.20Revisions: Date:

DD SUBMISSION 5.3.19

65% CD's SUBMISSION 6.14.19 90% CD's SUBMISSION 8.9.19

3.20.20

100% CD's SUBMISSION 2.14.20

BID ISSUE SUBMISSION 3.20.20

CLEARING AND DEMOLITION PLAN

KMN PEK GS-2

CLEARING AND DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

LV

AutoCAD SHX Text T

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

LV

AutoCAD SHX Text

COMB MH RIM:663.49 CRACKED LID

AutoCAD SHX Text

TRENCH DRAIN RIM:664.28 T/WATER:658.79

AutoCAD SHX Text

SAN MH RIM:665.81 INV S:664.30 INV NW:646.73

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

CURB INLET RIM:665.89 T/WATER:658.79

AutoCAD SHX Text

COMB MH RIM:665.70 INV N&S:653.14

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB MH RIM:668.53 INV 12"SW:659.20 INV N&S:656.19

AutoCAD SHX Text CATCH BASIN RIM:665.95 INV 4"E:663.67 INV 6"NE:664.10 INV 6"NE:660.65 TRENCH:665.18

AutoCAD SHX Text

48" STM

AutoCAD SHX Text

TRENCH

AutoCAD SHX Text CATCH BASIN RIM:666.75 INV 6"SE:664.12 INV 6"SE:660.95 INV 6"SW:664.10 INV 6"SW:660.80 INV 6"S:664.11 INV 8"S:660.22

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

10" STM

AutoCAD SHX Text

48" STORM

AutoCAD SHX Text

10" STM

AutoCAD SHX Text

8" STM

AutoCAD SHX Text CATCH BASIN RIM:666.26 INV 6"N:663.96 INV 8"N:660.51 INV 8"SW:661.93 INV 10"S:661.81

AutoCAD SHX Text

48" STM

AutoCAD SHX Text CATCH BASIN RIM:667.09 INV 6"NW:661.39 INV 6"NW:660.53 INV 10"N:660.34 INV 12"NE:660.19

AutoCAD SHX Text

CURB INLET RIM:666.25 INV 8"NE:662.85

AutoCAD SHX Text

CATCH BASIN RIM:666.50 INV 10"S:661.48

AutoCAD SHX Text

CURB INLET RIM:665.87 INV 12"NE:662.69

AutoCAD SHX Text

SHIPPING CONTAINER

AutoCAD SHX Text

DUMPSTER

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC SIDEWALK

AutoCAD SHX Text

CONC SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

VENT

AutoCAD SHX Text

VENT

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

STONE

AutoCAD SHX Text

EX. TRAILER

AutoCAD SHX Text

BLDG OVERHANG

AutoCAD SHX Text

EX. VA MEDICAL BLDG FF = 666.70

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

8" WATER MAIN

AutoCAD SHX Text

8" WATER MAIN

AutoCAD SHX Text

8" WATER LINE

AutoCAD SHX Text

8" WATER LINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

8" WATER MAIN

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

ENTRY

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ELEC VAULT

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

STACKED

AutoCAD SHX Text

AutoCAD SHX Text

DRAIN

AutoCAD SHX Text

4" STM

AutoCAD SHX Text

PORTABLE BLDG ON CONC PAD

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

CONC SIDEWALK

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED ADDITION FF = 666.70

AutoCAD SHX Text

AutoCAD SHX Text

EAST 108TH STREET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

1. CONTRACTORS SHALL SCHEDULE THEIR OPERATIONS AND CARRY OUT THE WORK IN A MANNER TO CAUSE THE LEAST DISTURBANCE AND/OR INTERFERENCE WITH NORMAL TRAFFIC FLOW. 2. THE EXISTING UNDERGROUND INFORMATION AND TOPOGRAPHIC INFORMATION IS BASED ON THE PROJECT'S SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION AND FOR ANY DAMAGES WHICH OCCUR BY HIS FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, A CONTRACTOR ENCOUNTERS UTILITIES IN LOCATION OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 3. ALL CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE, OR ADJACENT PROPERTY. 4. CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF EXISTING ELEVATIONS AT CRITICAL POINTS SUCH AS APPROACHES OF DRAINAGE STRUCTURES, CURBING, ETC. VERIFICATION SHALL BE PERFORMED DURING LAYOUT STAGES AND SIGNIFICANT DISCREPANCIES REPORTED TO THE ENGINEER IMMEDIATELY. 5. CONTRACTOR SHALL CONDUCT HIS OPERATIONS SUCH THAT THE FLOW OF ALL EXISTING SEWERS AND LATERALS WILL BE MAINTAINED AT ALL TIMES. 6. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY CONSTRUCTION FENCING AROUND THE PROJECT LIMITS DURING THE DURATION OF THE PROJECT. SEE DETAIL ON SHEET GS-6. 7. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE REQUIREMENTS FOR AND ARRANGE ALL ACCOMMODATIONS FOR ANY REQUIRED STREET CLOSURES WITH THE CITY OF CLEVELAND. GC SHALL BE RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS.

AutoCAD SHX Text

1. LIMITS OF PAVEMENT REMOVAL. SAW CUT PAVEMENT TO FULL DEPTH PRIOR TO REMOVAL. 2. EXISTING SIGN TO BE REMOVED AND TURNED OVER TO THE OWNER. TYPICAL OF 5. 3. REMOVE SIDEWALK/CURBING SHOWN IN DARK DASHED LINES BACK TO NEAREST CONSTRUCTION JOINT. 4. LIMITS OF PAVEMENT/SIDEWALK/CURBING REMOVAL. REMOVE BACK TO THE NEAREST CONSTRUCTION JOINT. 5. EXISTING STORM STRUCTURE TO REMAIN. CLEAN OUT AT THE END OF CONSTRUCTION. 6. EXISTING TREES TO BE REMOVED AS SHOWN IN DARK LINES. 7. WITHIN SHADED AREA COMPLETELY REMOVE EXISTING ASPHALT PAVEMENT. 8. REMOVE EXISTING TRAFFIC CONTROL DEVICES INCLUDING BOLLARDS AND SIGNAGE AND TURN OVER TO THE OWNER. 9. EXISTING STORM BASIN AND PIPING TO BE REMOVED AS SHOWN IN DARK, DASHED LINES. 10. REMOVE EXISTING 48" DIAMETER PIPING SHOWN IN DARK, DASHED LINES, AND CAP END OF REMAINING PIPE. SEE NEW WORK ON SHEET GS-3 FOR PROPOSED TWIN 6" CONNECTION INTO NEW CAP. 11. INSTALL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET GS-5. 12. INSTALL INLET PROTECTION PER DETAIL ON SHEET GS-5. 13. REMOVE EXISTING 8" WATER LINE SHOWN IN DARK, DASHED LINES FROM UNDER PROPOSED BUILDING FOOTPRINT. NEW LINE IS TO BE INSTALLED, TESTED, AND READY FOR TIE-IN BEFORE THIS WORK BEGINS. SEE NEW WORK PLAN FOR ADDITIONAL INFORMATION. 14. REMOVE EXISTING IRRIGATION SYSTEM SHOWN IN DARK, DASHED LINES FROM UNDER PROPOSED BUILDING FOOTPRINT. REWORK LINES INCLUDING HEADS AS NECESSARY TO RECONNECT SYSTEM AND TO KEEP REMAINING SYSTEM ACTIVE. 15. EXISTING TRAILER IS TO BE COMPLETED REMOVED INCLUDING TIE-DOWNS AND SUPPORT PIERS. SEE SHEET MSP-01 FOR ADDITIONAL INFORMATION. 16. PROPOSED BUILDING FOOTPRINT. 17. REMOVE THREE EXISTING PARKING SIGNS IN THE GRAVEL STRIP. 18. INSTALL CONSTRUCTION FENCING. REMOVE AT THE END OF THE PROJECT. 19. REMOVE SANITARY AND WATER LATERAL BELOW CONSTRUCTION TRAILER BACK TO CONSTRUCTION FENCING AND CAP. FIELD DETERMINE EXACT ROUTING PRIOR TO THE START OF CONSTRUCTION. VERIFY ROUTING OF UNDERGROUND WATER LINE BACK TO SOURCE AND SHUT OFF AND TAG CONTROL VALVE. SEE SHEET MSP-01 FOR ADDITIONAL INFORMATION. 20. GC SHALL ARRANGE CONSTRUCTION FENCING IN A MANNER THAT ALLOWS PEOPLE EXITING FROM THE STAIR DOOR CAN ENTER THE SALLYPORT. PROPOSED ASPHALT WORK CAN BE COMPLETED AFTER CONSTRUCTION FENCING IS REMOVED. 21. OFFSET CONSTRUCTION FENCING AROUND POWER POLE. 22. RECOMMENDED CONSTRUCTION GATE LOCATION. 23. THESE EXISTING 5 PARKING SPACES ARE TO BE MAINTAINED DURING CONSTRUCTION. 24. EXISTING EGRESS DOOR FROM FIRE STAIR SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION TO THE GREATEST EXTENT POSSIBLE. GC SHALL ARRANGE CONSTRUCTION FENCING TO PERMIT SAFE EGRESS FROM STAIR DOOR THROUGH EXISTING SALLYPORT TO THE SOUTH WITHOUGHT TRAVELING THROUGH CONSTRUCTION AREAS. IF DOOR ACCESS MUST BE TEMPORARILY BLOCKED DUE TO CONSTRUCTION, GC SHALL COORD. SAME WITH VA TO ENSURE THAT INTERIM LIFE SAFETY MEASURES ARE IN PLACE. GC SHALL ENDEAVOR TO MINIMIZE TIMES WHEN DOOR IS NOT ACCESSIBLE. 25. EXISTING SIDEWALK ALONG BUILDING TO BE REMOVED AND REPLACED. SEE SHEET GS-4 FOR ADDITIONAL INFORMATION. CONTRACTOR SHALL VERIFY/RECORD EXISTING GRADE INFORMATION PRIOR TO DEMOLITION SO THAT THIS WALK CAN BE MATCHED/REINSTALLED DURING NEW CONSTRUCTION. 26. G.C. SHALL ARRANGE CONSTRUCTION FENCING TO MAINTAIN VISIBILITY OF EXISTING MONUMENT SIGN. 27. EXISTING IRRIGATION SYSTEM TO REMAIN ACTIVE. PROTECT DURING CONSTRUCTION.

AutoCAD SHX Text

CONSTRUCTION FENCE

AutoCAD SHX Text

ASPHALT PAVEMENT TO BE REMOVED

AutoCAD SHX Text

CONCRETE SIDEWALK TO BE REMOVED

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

NOBLE

AutoCAD SHX Text K. M.

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E-56746

AutoCAD SHX Text 20'

AutoCAD SHX Text

AutoCAD SHX Text 40'

PLAN NOTES

LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION EXPAND PRIMARY CARE FOR

PACT REALIGNMENT

10701 EAST BLVD. CLEVELAND, OHIO

541-376

Project Director

3.20.20Revisions: Date:

DD SUBMISSION 5.3.19

65% CD's SUBMISSION 6.14.19 90% CD's SUBMISSION 8.9.19

3.20.20

100% CD's SUBMISSION 2.14.20

BID ISSUE SUBMISSION 3.20.20

SITE UTILITY AND GRADING PLAN

KMN PEK GS-3

SITE UTILITY AND GRADING PLAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

GV

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

LV

AutoCAD SHX Text

LV

AutoCAD SHX Text T

AutoCAD SHX Text

GV

AutoCAD SHX Text

LV

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

COMB MH RIM:663.49 INV 12"SE:657.19 INV E&W:648.57

AutoCAD SHX Text

COMB MH RIM:663.49 CRACKED LID

AutoCAD SHX Text

TRENCH DRAIN RIM:664.28 T/WATER:658.79

AutoCAD SHX Text

SAN MH RIM:665.81 INV S:664.30 INV NW:646.73

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

CURB INLET RIM:665.89 T/WATER:658.79

AutoCAD SHX Text

COMB MH RIM:665.70 INV N&S:653.14

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB MH RIM:668.53 INV 12"SW:659.20 INV N&S:656.19

AutoCAD SHX Text

12" STM

AutoCAD SHX Text

48" STORM

AutoCAD SHX Text

10" STM

AutoCAD SHX Text

8" STM

AutoCAD SHX Text CATCH BASIN RIM:666.26 INV 6"N:663.96 INV 8"N:660.51 INV 8"SW:661.93 INV 10"S:661.81

AutoCAD SHX Text CATCH BASIN RIM:667.09 INV 6"NW:661.39 INV 6"NW:660.53 INV 10"N:660.34 INV 12"NE:660.19

AutoCAD SHX Text

CURB INLET RIM:666.25 INV 8"NE:662.85

AutoCAD SHX Text

CURB INLET RIM:665.87 INV 12"NE:662.69

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

VENT

AutoCAD SHX Text

VENT

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

SCULPTURE ON CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BLDG OVERHANG

AutoCAD SHX Text

EX. VA MEDICAL BLDG FF = 666.70

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

8" WATER MAIN

AutoCAD SHX Text

8" WATER LINE

AutoCAD SHX Text

8" WATER LINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

WATERLINE

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

8" WATER MAIN

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

ELEC VAULT

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

PORTABLE BLDG ON CONC PAD

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

UG ELEC LINE

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED ADDITION FF = 666.70

AutoCAD SHX Text

AutoCAD SHX Text

EAST 108TH STREET

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text

1. THE EXISTING UNDERGROUND INFORMATION IS BASED ON PROJECT SURVEY. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO THE START OF CONSTRUCTION AND FOR ANY DAMAGES WHICH OCCUR AS A RESULT OF HIS FAILURE TO LOCATE AND PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION OPERATIONS, UTILITIES ARE ENCOUNTERED IN LOCATIONS OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL IMMEDIATELY NOTIFY THE OWNER AND TAKE THE NECESSARY STEPS TO PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. ALL CONTRACTORS SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES AND SHALL BACKFILL AND GRADE EXCAVATED AREAS SO AS TO ELIMINATE PONDING ON THE SITE OR ADJACENT PROPERTY. 3. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE PROVISIONS RELATED TO PUBLIC IMPROVEMENTS IN SECTION 163.64 OF THE OHIO REVISED CODE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OHIO PUBLIC UTILITIES PROTECTION SERVICE (O.U.P.S.) 1-800-362-2764 AND THOSE OWNERS OF UNDERGROUND UTILITIES IN THE VICINITY OF ANY WORK. 4. ALL STORM STRUCTURES ARE TO HAVE HEAVY DUTY, TRAFFIC BEARING, ADA COMPLIANT GRATE. 5. ALL SEWER MAINS, CONNECTIONS, LATERALS, ETC. SHALL HAVE BEDDING AND COVER AS SHOWN ON THE TRENCH DETAIL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLACE BACKFILL PROPERLY. 6. CONTRACTOR IS TO PROTECT ALL EXISTING STRUCTURES. IF DAMAGED DURING CONSTRUCTION, CONTRACTOR IS RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH ITS REPLACEMENT. 7. CORE DRILL OPENING INTO THE EXISTING BASIN AND MAKE SILT TIGHT CONNECTIONS. CLEARANCES: AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL STORM SEWER PIPE. A 4 FOOT MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL STORM SEWER PIPES. A 10 FOOT MINIMUM HORIZONTAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL SANITARY SEWER OR FORCE MAIN PIPES. AN 18 INCH MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF ALL WATER PIPE TO THE EDGE OF ALL SANITARY SEWER PIPE.

AutoCAD SHX Text

1. INSTALL 12" STORM SEWER PIPE. 2. INSTALL 48" STORM SEWER. 3. LIMITS OF WATER MAIN REPLACEMENT. 4. INSTALL NEW STORM BASIN. INSTALL INLET PROTECTION PER DETAIL ON SHEET GS-5. 5. NOT USED. 6. INSTALL TWIN 6" LINES FROM 48" STORM SEWER TO BASIN PER DETAIL ON SHEET GS-6. 7. EXTEND 8" STORM LATERAL AND END WITH CLEANOUT AT INVERT = 664.0. COORDINATE EXACT LOCATION OF LATERAL WITH PLUMBING CONTRACTOR. 8. CUT IN 8" GATE VALVE PRIOR TO START OF CONSTRUCTION. DO NOT SHUT DOWN SYSTEM. 9. INSTALL 8" WATER MAIN WITH 5' MINIMUM COVER AND TIE INTO THE EXISTING SYSTEM. PIPING IS TO BE INSTALLED AND TESTED PRIOR TO MAKING TIE-INS. DOWNTIME TO THE SYSTEM IS TO BE MINIMIZE. COORDINATE DOWNTIME WITH OWNER AND LOCAL FIRE MARSHALL. INSTALL THRUST BLOCKS AT VERTICAL AND HORIZONTAL BENDS. 10. EXISTING 8" LINE VALVE. 11. ADJUST RIM TO 666.2. 12. PROPOSED SITE WALL. ROUTE WATER LINE OUTSIDE OF FOUNDATION FOOTING.

AutoCAD SHX Text

SEWER SUMMARY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text

CONSTRUCTION FENCE

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

CONCRETE PAVEMENT

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

STORM

AutoCAD SHX Text

PROPOSED CONTOUR

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text

PROP. YARD BASIN "A" PROP. CASTING = 666.7 PROP. 12" (SE) = 661.7

AutoCAD SHX Text PROP. YARD BASIN "B" PROP. CASTING = 666.2 PROP. 12" (NW) = 661.2 PROP. 6" (S) = 661.2 PROP. 6" (S) = 664.5

AutoCAD SHX Text PROP. YARD BASIN "C" PROP. CASTING = 666.2 PROP. 6" (N&S) = 661.1 PROP. 6" (N&S) = 664.4 PROP. 8" (W) = 663.0

AutoCAD SHX Text PROP. YARD BASIN "D" PROP. CASTING = 666.2 PROP. 6" (N) = 661.0 PROP. 6" (N) = 664.3 PROP. 12" (SW) = 661.0

AutoCAD SHX Text EX. CATCH BASIN "E" EX. RIM = 667.09 PROP. RIM = 666.2 EX. 12" (NE) = 660.19 PROP. 12" (N) = 660.9 PROP. 12" (W) = 660.3

AutoCAD SHX Text PROP. CATCH BASIN "F" PROP. CASTING = 665.8(LP) PROP. 6" (S) = 660.4 PROP. 6" (S) = 663.7 PROP. 12" (SE) = 660.4 PROP. 12" INV (SW) = 662.0

AutoCAD SHX Text

PROP. YARD DRAIN "G" PROP. CASTING = 666.2 PROP. 12" (NW+SE) = 661.4

AutoCAD SHX Text

PROP. CATCH BASIN "I" PROP. CASTING = 665.8 PROP. 12" INV. (NE) = 662.8

AutoCAD SHX Text

DATE

AutoCAD SHX Text

SIGNATURE

AutoCAD SHX Text

NOBLE

AutoCAD SHX Text K. M.

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text H

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E-56746

AutoCAD SHX Text 20'

AutoCAD SHX Text

AutoCAD SHX Text 40'

PLAN NOTES

CONSTRUCTION NOTES

SITE LAYOUT STATIONING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION EXPAND PRIMARY CARE FOR

PACT REALIGNMENT

10701 EAST BLVD. CLEVELAND, OHIO

541-376

Project Director

3.20.20Revisions: Date:

DD SUBMISSION 5.3.19

65% CD's SUBMISSION 6.14.19 90% CD's SUBMISSION 8.9.19

3.20.20

100% CD's SUBMISSION 2.14.20

BID ISSUE SUBMISSION 3.20.20

SITE PAVING PLAN

KMN PEK GS-4

SITE PAVING PLAN

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

GV

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text

PB

AutoCAD SHX Text T

AutoCAD SHX Text

GV

AutoCAD SHX Text

COMB MH RIM:663.49 CRACKED LID

AutoCAD SHX Text

SAN MH RIM:665.81 INV S:664.30 INV NW:646.73

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

SAN SWR

AutoCAD SHX Text

COMB MH RIM:665.70 INV N&S:653.14

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB SWR

AutoCAD SHX Text

COMB MH RIM:668.53 INV 12"SW:659.20 INV N&S:656.19

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

VENT

AutoCAD SHX Text

VENT

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

CONC

AutoCAD SHX Text

STONE

AutoCAD SHX Text

BLDG OVERHANG

AutoCAD SHX Text

EX. VA MEDICAL BLDG FF = 666.70

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

STONE

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

CONC

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

LANDSCAPE AREA

AutoCAD SHX Text

PORTABLE BLDG ON CONC PAD

AutoCAD SHX Text

TRAF

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ROW

AutoCAD SHX Text

ASPH

AutoCAD SHX Text

CONCRETE SIDEWALK

AutoCAD SHX Text

PROPOSED ADDITION FF = 666.70

AutoCAD SHX Text

EAST 108TH STREET

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

A. SEE DETAILS ON SHEET GS-6.

AutoCAD SHX Text

1. INSTALL 5' WIDE CONCRETE SIDEWALK PER DETAIL ON…

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 .