Attachment 6 - Civil-Landscape.pdf

PDF 14 MB Posted

Attached to
Y1DA--Emergency Department Specialty Care Addition (VA-21-00011344)
Solicitation number
36C77621B0003
Issued by

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Written by GovTribe AI ·

This document provides details regarding a federal contract opportunity for an Emergency Department expansion project at the Cleveland VA Medical Center. The Department of Veterans Affairs seeks to award a firm-fixed price contract for design-build construction services. Scope of work includes a 27,000 square foot, two-story addition with basement to house an expanded Emergency Department, Mental Health Outpatient Clinic, and Specialty Care Clinics. Renovation of approximately 10,000 square feet of existing Emergency Department space is also required. Ancillary site work involves a new entrance drive, parking lot, ambulance drop-off canopy, exterior security features, lighting and landscaping. The contract is set aside for Service-Disabled Veteran-Owned Small Businesses. The solicitation will be issued on February 26, 2021 as an Invitation for Bid with proposals due approximately 695 calendar days following notice to proceed. The North American Industry Classification System code is 236220 and size standard is $39.5 million.

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Attachment 8 - Plumbing-Electrical-Fire Protection.pdf PDF
Attachment 4 - Architectural - Part 1.pdf PDF
Attachment 12 - Site Visit Building Map.pdf PDF
Attachment 3 - Drawings Cover Sheet.pdf PDF
Attachment 5 - Architectural - Part 2.pdf PDF
Attachment 7 - Structural-Mechanical.pdf PDF
Attachment 9 - HVAC Pretesting.pdf PDF
Attachment 1 - Specs Vol 1.pdf PDF
36C77621B0003_1.docx DOCX document
Attachment 2 - Specs Vol 2.pdf PDF
Attachment 13 - CONTRACTOR SAFETY AND ENVIRONMENTAL RECORD EVALUATION FORM.docx DOCX document
Attachment 10 - J and A - redacted.pdf PDF
Attachment 11 - Wage Determination - Cuyahoga 02.12.2021.pdf PDF
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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

BID ISSUE SUBMISSION EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

NICK CARROZZA

2.9.21Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CDs SUBMISSION 1.28.20 90% CDs SUBMISSION 5.13.20 100% CDs SUBMISSION 6.26.20

FINAL SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21 EXISTING SITE SURVEY

KMN PEK GS-0

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TRENCH DRAIN RIM:664.28 T/WATER:658.79

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

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CURB INLET RIM:665.89 T/WATER:658.79

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TOP OF HYD ELEV:673.74

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

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VA MEDICAL HOSPITAL

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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.

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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

BID ISSUE SUBMISSION EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

NICK CARROZZA

2.9.21Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CDs SUBMISSION 1.28.20 90% CDs SUBMISSION 5.13.20 100% CDs SUBMISSION 6.26.20

FINAL SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21

CONSTRUCTION NOTES SITE ABBREVIATIONSSITE SYMBOLS

SYMBOL LEGEND AND GENERAL NOTES

KMN PEK GS-1

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DATE

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SIGNATURE

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NOBLE

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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.

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PLAN

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CI

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DI

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SAN

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SD

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RCP

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CATV

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CCTV

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CO

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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

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SITE SYMBOLS - GENERAL

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BENCHMARK

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KEYNOTE INDICATOR

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

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FENCE

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TREE, DECIDUOUS NEW

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HYDRANT, FIRE

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CENTER LINE INDICATOR

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DEMOLITION LINE

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EXISTING TO REMAIN LINE

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DETAIL INDICATOR

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DIMENSION (CIVIL ONLY)

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REVISION INDICATOR (SHOWN WITH CLOUD)

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WATER OR GAS VALVE

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DRAIN LINE

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PIPE LINE, CAST IRON

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PIPE LINE, DUCTILE IRON

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SANITARY SOIL

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DRAIN LINE, STORM

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PIPE LINE, REINFORCED CONCRETE

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GAS LINE

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POWER LINE

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CABLE TELEVISION LINE

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CLOSED CIRCUIT TELEVISION LINE

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FIBEROPTICS LINE

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TELEPHONE LINE

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SITE SYMBOLS - UTILITIES

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SITE SYMBOLS - IMPROVEMENTS

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UTILITY, WATER MANHOLE

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UTILITY, UTILITY POLE

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UTILITY, SANITARY MANHOLE

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UTILITY, SANITARY CLEANOUT

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ELECTRICAL, GUY WIRE

UTILITY, ELECTRICAL MANHOLE

CONSTRUCTION NOTES

CODED NOTES

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

BID ISSUE SUBMISSION EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

NICK CARROZZA

2.9.21Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CDs SUBMISSION 1.28.20 90% CDs SUBMISSION 5.13.20 100% CDs SUBMISSION 6.26.20

FINAL SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21 CLEARING AND DEMOLITION PLAN

KMN PEK GS-2

CLEARING AND DEMOLITION PLAN

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EX WALL

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EX WALL

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EX STONE

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SIGN

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TRAF

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COMB SWR

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COMB SWR

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

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12" STM

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48" STORM

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10" STM

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8" STM

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CURB INLET RIM:666.25 INV 8"NE:662.85

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CONC

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CONC

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VENT

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EX. VA MEDICAL BLDG FF = 666.70

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8" WATER MAIN

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WATERLINE

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WATERLINE

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ASPH

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LANDSCAPE AREA

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667.34 667.01

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666.68 666.14

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667.09 666.58

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668.15 667.68

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668.37 667.93

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PORTABLE BLDG ON CONC PAD

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ASPH

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EAST 108TH STREET

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GRATE

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GRASS

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CONCRETE

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SIGN

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FLAG POLE

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STM CB RIM:662.25 CANNOT OPEN

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STM MH RIM:663.42 INV 12"S:653.71 INV 12"E:653.97 INV 15"W:653.69

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STM CB RIM:662.61 INV 12"N: 659.60

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STM CB RIM:663.97 INV 12"E:665.91 INV 12"W:665.84

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STM CB RIM:666.98 INV 12"E:659.36 INV 12"W"659.31

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STM CB RIM:668.21 INV 12"E:661.37 INV 12"W:661.28

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STM MH RIM:670.41 INV 12"E:664.17 INV 12"W:664.07

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STM CB RIM:666.00 INV 6"E:662.34

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STM CB RIM:666.67 INV 6"S:663.58

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STM CB RIM:665.82 INV 12"E:660.52 INV 12"W:660.47

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STM CB RIM:666.24 (NO PIPES FOUND)

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STM CB RIM:665.95 INV 8"N:661.35 INV 12"E:661.29 INV 12"W:660.92

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8" STM

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STM CB RIM:665.82 COULD NOT OPEN (CAR PARKED)

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STM CB RIM:665.68 INV 4"W:663.08 INV 12"W:661.48

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EAST BOULEVARD

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WATERLINE

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ROW

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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. 8. SEE ARCHITECTURAL PLANS FOR PHASING INFORMATION. 9. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING DOCUMENTS AND OBTAINING A SWPPP PERMIT FROM THE CITY AND AN OHIO EPA NOI PERMIT.

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1. LIMITS OF PAVEMENT REMOVAL. SAW CUT PAVEMENT TO FULL DEPTH PRIOR TO REMOVAL. 2. EXISTING SIGN TO BE RELOCATED. SEE ARCHITECTURAL PLANS FOR NEW LOCATION. 3. REMOVE SIDEWALK/CURBING SHOWN IN DARK DASHED LINES BACK TO NEAREST CONSTRUCTION JOINT. 4. EXISTING TREE TO REMAIN. PROTECT DURING CONSTRUCTION. 5. EXISTING STORM STRUCTURE TO REMAIN. INSTALL INLET PROTECTION AND CLEAN OUT AT THE END OF CONSTRUCTION. 6. EXISTING TREES SHOWN IN DARK LINES TO BE REMOVED. 7. COMPLETELY REMOVE PAVEMENT SECTION. 8. REMOVE EXISTING LANDSCAPING. 9. EXISTING STORM BASIN AND PIPING TO BE REMOVED AS SHOWN IN DARK, DASHED LINES. 10. REMOVE EXISTING 8" STORM LATERAL SHOWN IN DARK, DASHED LINES TO MAIN TO REMOVE PIPING FROM UNDER PROPOSED BUILDING FOOTPRINT. COORDINATE WORK WITH NEW WORK TO KEEP SYSTEM ACTIVE. 11. INSTALL CONSTRUCTION ENTRANCE PER DETAIL ON SHEET GS-5. 12. EXISTING CONCRETE ACCESS HATCH UNDER EXISTING PATH PAVERS. PROTECT DURING CONSTRUCTION. 13. REMOVE EXISTING VERTICAL CURBING WITHIN LIMITS OF NEW CURB CUT. REMOVE BACK TO NEAREST CONSTRUCTION JOINT. SEE SHEET GS-4 FOR ADDITIONAL INFORMATION. 14. EXISTING IRRIGATION SYSTEM IS TO BE REWORKED WITHIN CONSTRUCTION LIMITS. RECONNECT MAIN LINE AND KEEP SYSTEM ACTIVE. SEE LANDSCAPE PLANS FOR ADDITIONAL INFORMATION. 15. EXISTING FROST PROOF SLAB TO REMAIN. PROTECT DURING CONSTRUCTION. 16. EXISTING ELECTRICAL BOX. SEE ELECTRICAL SITE PLANS. 17. EXISTING POWER POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 18. EXISTING STORM LATERAL TO BUILDING TO REMAIN. PROTECT DURING CONSTRUCTION. AND KEEP ACTIVE. 19. LIMITS OF SIDEWALK REMOVAL. REMOVE BACK TO NEAREST CONSTRUCTION JOINT. 20. REMOVE EXISTING CONCRETE APRON. 21. REMOVE EXISTING BOLLARDS IN DEMO AREAS (TYPICAL). 22. EXISTING HYDRANT TO BE REMOVED. REMOVE BACK TO SHUT-OFF VALVE AND CAP. SEE NEW WORK PLAN FOR ADDITIONAL INFORMATION. 23. LIMITS OF IRRIGATION REMOVAL AND REPLACEMENT. 24. EXISTING SPRINKLER VALVE. PROTECT DURING CONSTRUCTION. 25. EXISTING SIGN, ELECTRICAL BOX, AND SEAT WALL TO REMAIN. PROTECT DURING CONSTRUCTION. 26. EXISTING SEAT WALL/CURBING/LANDSCAPING TO BE REMOVED. 27. EXISTING SIDEWALK TO REMAIN. PROTECT DURING CONSTRUCTION. 28. EXISTING LIGHT POLE TO BE REMOVED. SEE ELECTRICAL SITE PLANS. 29. REMOVE A SECTION OF THE EXISTING STORM SEWER MAIN SHOWN IN DARK, DASHED LINES BACK TO THIS LOCATION FOR INSTALLATION OF NEW CATCH BASIN. COORDINATE WORK WITH NEW WORK PLAN TO KEEP SYSTEM FROM THE BUILDING ACTIVE. 30. EXISTING WALL TO REMAIN. PROTECT DURING CONSTRUCTION. 31. EXISTING LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 32. EXISTING LANDSCAPING TO REMAIN. REMOVE AS NECESSARY FOR NEW CONSTRUCTION. 33. EXISTING SEAT WALL TO REMAIN. PROTECT DURING CONSTRUCTION. 34. EXISTING FLAGPOLE TO BE RELOCATED. 35. EXISTING GROUND LIGHTS TO BE REMOVED. TYPICAL OF THREE. 36. EXISTING LANDSCAPE AREA AND SIGN TO REMAIN. 37. MAINTAIN ACCESS TO THIS STAIR EGRESS AND SIDEWALK FOR AS LONG AS POSSIBLE UNTIL SITEWORK IN THIS AREA IS NEEDED TO BE COMPLETED. PROVIDE INTERIM LIFE SAFELY MEASURES TO THE VA TO TEMPORARILY SHUT DOWN THIS DOOR AND SIDEWALK WHEN NECESSARY. 38. EXISTING SINGLE STORY SMOKING SHELTER TO BE REMOVED. 39. REMOVE PAVERS AND SUBBASE WITHIN LIMITS. PROTECT BASEMENT ROOF INCLUDING ROOF MEMBRANE AND INSULATION. 40. WITHIN THIS SHADED AREA AND PRIOR TO STARTING OTHER DEMOLITION WORK, REMOVE SIDEWALK, CURBING, LANDSCAPING, AND OTHER IMPACTED ELEMENTS AND TEMPORARILY INSTALL ASPHALT PAVEMENT THAT IS FLUSH WITH THE HANDICAP SPACES TO THE SOUTH AND THE DRIVE PAVEMENT TO THE NORTH. THIS WILL GIVE AMBULANCES MORE AREA TO MANEUVER DURING PHASE 1A CONSTRUCTION. REFER TO ARCHITECTURAL DRAWINGS FOR SITE PHASING DIAGRAMS. 41. EXISTING STORM BUILDING LATERAL TO REMAIN ACTIVE DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING BASIN WITH INSTALLATION OF NEW STORM LATERAL SHOWN ON SHEET GS-3. 42. EXISTING SIGN TO BE REMOVED AND TURNED OVER TO THE OWNER. 43. EXISTING CONCRETE CURBING TO REMAIN. PROTECT DURING CONSTRUCTION.

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PLAN NOTES

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

BID ISSUE SUBMISSION EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

NICK CARROZZA

2.9.21Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CDs SUBMISSION 1.28.20 90% CDs SUBMISSION 5.13.20 100% CDs SUBMISSION 6.26.20

FINAL SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21 SITE UTILITY AND GRADING PLAN

KMN PEK GS-3

SITE UTILITY AND GRADING PLAN

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668.5 (HP)

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

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48" STORM

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EX. VA MEDICAL BLDG FF = 666.70

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STM CB RIM:662.25 CANNOT OPEN

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STM MH RIM:663.42 INV 12"S:653.71 INV 12"E:653.97 INV 15"W:653.69

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STM CB RIM:662.61 INV 12"N: 659.60

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STM CB RIM:663.97 INV 12"E:665.91 INV 12"W:665.84

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STM CB RIM:666.98 INV 12"E:659.36 INV 12"W"659.31

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STM CB RIM:668.21 INV 12"E:661.37 INV 12"W:661.28

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STM MH RIM:670.41 INV 12"E:664.17 INV 12"W:664.07

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STM CB RIM:666.00 INV 6"E:662.34

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PROPOSED ADDITION FF = 666.70

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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. 8. SEE ARCHITECTURAL PLANS FOR PHASING INFORMATION. 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.

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1. INSTALL 12" STORM SEWER. 2. INSTALL 15" STORM SEWER. 3. FROM VALVE, EXTEND 6" WATER LINE TO FIRE HYDRANT. INSTALL HYDRANT AT 3' BEHIND FACE OF CURB WITH VALVE. 4. INSTALL NEW STORM BASIN. INSTALL INLET PROTECTION PER DETAIL ON SHEET GS-5. 5. LOWER CASTING OF EXISTING MANHOLE 1' FROM 666.35 TO 665.35. 6. INSTALL 8" STORM LATERAL FROM EXISTING LATERAL AND WYE INTO NEW 8" LATERAL. 7. CAUTION: PROPOSE 6" CHILLED WATER SUPPLY, 6" CHILLED WATER RETURN, 6" STEAM, AND 2" CONDENSATE LINES TO BE INSTALLED IN THIS AREA BY HVAC CONTRACTOR. COORDINATE WORK WITH ROUTING OF NEW STORM LINES. 8. INSTALL 8" STORM LATERAL AND TIE INTO EXISTING LATERALS AS SHOWN. EXISTING LATERAL IS APPROXIMATELY 4' DEEP. 9. INSTALL 8" STORM LATERAL AND END WITH CLEANOUT @ 5' FROM BUILDING = 652.0.

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PROP. CATCH BASIN "B" PROP. CASTING = 667.0 PROP. 12" INV (S&W) = 664.0

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PROP. CATCH BASIN "E" PROP. CASTING = 670.0 PROP. 12" INV (W) = 665.0

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PROP. CATCH BASIN "C" PROP. CASTING = 665.6 PROP. 12" INV (N) = 662.6

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CONSTRUCTION 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

STRUCTUR…

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