S02. VA MRI Final Volume 1 Drawings (G,V,L,A,I, Q,S) Updated.pdf

PDF 16 MB Posted Aug 18, 2020

Attached to: Y1DZ--Expand MRI Suite Project 541-CSI-103
Solicitation number: 36C25020B0043
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation notice describes an upcoming federal contract opportunity to expand an MRI suite at the Louis Stokes VA Medical Center in Cleveland, Ohio. The Department of Veterans Affairs Network Contracting Office 10 seeks to add a third 3T MRI machine and renovate connecting areas of the existing suite. The estimated period of performance is 548 calendar days from notice to proceed. The North American Industry Classification System code assigned is 236220 for commercial and institutional building construction. The small business size standard is $39.5 million. This will be a 100% set-aside for service-disabled veteran-owned small businesses. Interested SDVOSBs must be verified in the Vendor Information Pages and System for Award Management databases. A minimum of 15% of the construction work must be performed by the prime or subcontractor. Site visits will be scheduled and questions must be submitted by email. The solicitation documents are expected to be posted to beta.SAM.gov on June 5, 2020 with proposals due approximately 30 days later.

View the file

Other files

File	Type	Posted
25 09 00 - Systems Integration.pdf	PDF	Sep 16, 2020
Asbestos Report Jun 19 2019.pdf	PDF	Sep 16, 2020
Revised Drawing M-202 Basement and First Floor HVAC Piping Plans.pdf	PDF	Sep 16, 2020
Bid Opening Instructions.pdf	PDF	Sep 16, 2020
Addendum No.1 Description.pdf	PDF	Sep 16, 2020
Revised Drawing L103 Site Details.pdf	PDF	Sep 16, 2020
Pre-Bid RFIs and Responses Sep 16 2020 update.pdf	PDF	Sep 16, 2020
Revised Drawing T-301 Technology Details.pdf	PDF	Sep 16, 2020
Revised Drawing M-701 Temperature Controls.pdf	PDF	Sep 16, 2020
Revised Drawing E-301 One-Line Legend and Panelboard Schedules.pdf	PDF	Sep 16, 2020
Revised Drawing E-302 Radiology One-Line Diagram.pdf	PDF	Sep 16, 2020
26 33 53 - Static Uninterruptible Power Supply.pdf	PDF	Sep 16, 2020
36C25020B0043 0001.docx	DOCX document	Sep 16, 2020
Geotechnical Report Dec 15 2007.pdf	PDF	Sep 16, 2020
Revised Drawing L100 Site Plans _ Demolition and Layout.pdf	PDF	Sep 16, 2020
Expand MRI Suite - Site visit sign-in sheet Aug 27 2020.pdf	PDF	Sep 16, 2020
Revised Drawing T-301 Technology Details.pdf	PDF	Sep 16, 2020
Asbestos Report Jun 19 2019.pdf	PDF	Sep 16, 2020
Addendum No.1 Description.pdf	PDF	Sep 16, 2020
Revised Drawing L100 Site Plans _ Demolition and Layout.pdf	PDF	Sep 16, 2020
Revised Drawing M-202 Basement and First Floor HVAC Piping Plans.pdf	PDF	Sep 16, 2020
Pre-Bid RFIs and Responses Sep 16 2020 update.pdf	PDF	Sep 16, 2020
Revised Drawing L103 Site Details.pdf	PDF	Sep 16, 2020
Revised Drawing E-301 One-Line Legend and Panelboard Schedules.pdf	PDF	Sep 16, 2020
Geotechnical Report Dec 15 2007.pdf	PDF	Sep 16, 2020
Revised Drawing E-302 Radiology One-Line Diagram.pdf	PDF	Sep 16, 2020
36C25020B0043 0001.docx	DOCX document	Sep 16, 2020
Bid Opening Instructions.pdf	PDF	Sep 16, 2020
Expand MRI Suite - Site visit sign-in sheet Aug 27 2020.pdf	PDF	Sep 16, 2020
Revised Drawing M-701 Temperature Controls.pdf	PDF	Sep 16, 2020
26 33 53 - Static Uninterruptible Power Supply.pdf	PDF	Sep 16, 2020
25 09 00 - Systems Integration.pdf	PDF	Sep 16, 2020
S02. VA MRI Final Volume 2 Drawings (FP,MG,P,M,E,T) Updated.pdf	PDF	Aug 18, 2020
S02 - RFI Form .pdf	PDF	Aug 18, 2020
36C25020B0043_1.docx	DOCX document	Aug 18, 2020
S02. VA MRI Final Volume 1 Specs Updated.pdf	PDF	Aug 18, 2020
Wage Determination.pdf	PDF	Aug 18, 2020
S02. VA MRI Final Volume 2 Specs Updated.pdf	PDF	Aug 18, 2020
36C25020B0043-001 - Site visit 08-27-2020.pdf	PDF	Aug 18, 2020
S02. VA MRI Final Volume 3 Drawings (GE,PDC,PDC) Updated.pdf	PDF	Aug 18, 2020

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AREA OF WORK

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

EAST BLVD.

S T

E A

S T

B L

V D

MAGNOLIA DR.

H A

Z E

L D

E . 1

S T

MT. SINAI DR.

TIN

KIN

D R.

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

VA FORM 08-6231, OCT 1978 1

2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9 10

A B

C D

E F

LOUIS STOKES CLEVELAND VA MEDICAL CENTER

10701 EAST BLVD. CLEVELAND, OH. 44106

PROJECT NO.

Veterans Administration Medical Center

DRAWING INDEX

U.S. GOVERNMENT PRINTING OFFICE: 1983-400-285

ARCH JOB NO.:

SITE PLAN

Scale = None

True North

Fredrick, Fredrick & Heller Engineers, Inc.

Mechanical & Electrical Engineers 672 East Royalton Road, Broadview Heights, Ohio 44147

Plan North

Perspectus Architecture LLC Architect 13212 Shaker Square, Cleveland, Ohio 44120

Barber & Hoffman, Inc.

Structural Engineer 2217 East 9th Street, Suite 350, Cleveland, Ohio 44115

McSteen Land Surveyors Surveyor 1415 East 286th Street, Wickliffe, Ohio 44092

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Phase

Expand MRI Suite 541-CSI-103

CLEVELAND, OHIO

11/15/2019 TEH CG

Drawing Title

Approved:

Louis Stokes

Cleveland

VA Medical

Center

U.S. Department of Veterans Affairs

ARCHITECT OF RECORDCONSULTANT

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

Knight & Stolar, Inc.

Landscape Architect 3029 Prospect Avenue East, Cleveland, Ohio 44115

541-CSI-103

FINAL CONSTRUCTION DOCUMENTS

NOVEMBER 15, 2019

Expand MRI Suite

G-000

COVER SHEET

GENERAL

G-000 COVER SHEET

G-001 SYMBOLS AND LEGENDS

G-002 PHASING PLANS

G-003 LIFE SAFETY PLANS

SURVEY/MAPPING

V-100 SITE SURVEY

CIVIL/LANDSCAPING

L-100 SITE PLANS – DEMOLITION AND LAYOUT

L-101 SITE PLANS – GRADING AND PLANTING

L-102 SITE IRRIGATION AND DETAILS

L-103 SITE DETAILS

ARCHITECTURAL

A-101 DEMOLITION PLANS

A-111 FLOOR PLANS

A-112 PENTHOUSE AND ROOF PLANS

A-121 REFLECTED CEILING PLANS

A-201 EXTERIOR ELEVATIONS

A-301 WALL SECTIONS

A-302 WALL SECTIONS

A-303 PENTHOUSE SECTIONS AND DETAILS

A-401 STAIR PLANS, SECTIONS AND DETAILS

A-411 INTERIOR ELEVATIONS AND ENLARGED PLAN

A-412 MILLWORK DETAILS

A-501 PLAN DETAILS

A-502 PLAN DETAILS

A-503 SECTION DETAILS

A-504 SECTION DETAILS

A-505 ROOF DETAILS

A-601 PARTITION TYPES, DOOR SCHEDULE, AND DETAILS

INTERIORS

I-600 FINISH PLAN AND SCHEDULE

EQUIPMENT

Q-101 EQUIPMENT PLANS

STRUCTURAL

S-100 GENERAL NOTES

S-101 TESTING AND SPECIAL INSPECTIONS

S-111 CAISSON AND BASEMENT PLANS

S-112 FRAMING PLANS

S-501 SECTIONS

S-502 TYPICAL DETAILS

FIRE PROTECTION

F-001 FIRE PROTECTION LEGEND, DETAILS, AND GENERAL NOTES

F-101 PARTIAL BASEMENT AND FIRST FLOOR FIRE PROTECTION

DEMOLITION PLANS

F-201 PARTIAL BASEMENT AND FIRST FLOOR FIRE PROTECTION PLANS

F-202 PENTHOUSE FIRE PROTECTION PLAN

MEDICAL GAS

MG-101 PARTIAL FIRST FLOOR MEDICAL GAS PLAN

PLUMBING

P-001 PLUMBING LEGEND, SCHEDULE, AND GENERAL NOTES

P-101 PARTIAL PENTHOUSE/ROOF PLUMBING DEMOLITION PLANS

P-201 PARTIAL BASEMENT AND FIRST FLOOR PLUMBING PLANS

P-202 PARTIAL PENTHOUSE/ROOF PLUMBING PLANS

P-501 PLUMBING DETAILS

19-033

N Scale: 1" = 50'-0"

BASEMENT KEY PLAN

N Scale: 1" = 50'-0"

FIRST FLOOR PLAN

MECHANICAL

M-001 HVAC LEGEND AND GENERAL NOTES

M-101 PARTIAL FIRST FLOOR HVAC DEMOLITION PLAN

M-201 PARTIAL BASEMENT AND FIRST FLOOR HVAC DUCTWORK PLANS

M-202 PARTIAL BASEMENT AND FIRST FLOOR HVAC PIPING PLANS

M-203 PARTIAL PENTHOUSE/ROOF HVAC PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 MECHANICAL SECTIONS

M-601 HVAC SCHEDULES

M-602 AHU N-1-1 SCHEDULE AND DETAILS

M-701 TEMPERATURE CONTROLS

M-702 TEMPERATURE CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND AND GENERAL NOTES

E-002 LIGHTING FIXTURE SCHEDULE AND CONTROL DETAILS

E-003 PARTIAL BASEMENT ELECTRICAL KEY PLAN

E-004 PARTIAL FIRST FLOOR ELECTRICAL KEY PLAN

E-005 PARTIAL SECOND FLOOR PENTHOUSE KEY PLAN

E-101 PARTIAL BASEMENT AND FIRST FLOOR LIGHTING DEMO PLANS

E-102 PARTIAL BASEMENT AND FIRST FLOOR POWER DEMO PLANS

E-103 PARTIAL BASEMENT AND FIRST FL FA AND SECURITY DEMO PLANS

E-104 PARTIAL PENTHOUSE ELECTRICAL DEMOLITION PLANS

E-201 PARTIAL BASEMENT AND FIRST FLOOR LIGHTING PLANS

E-202 PARTIAL BASEMENT AND FIRST FLOOR POWER PLANS

E-203 PARTIAL BASEMENT AND FIRST FLOOR FA AND SECURITY PLANS

E-204 PARTIAL PENTHOUSE ELECTRICAL PLANS

E-205 MRI EQUIPMENT ELECTRICAL PLANS

E-301 ONE-LINE LEGEND AND PANELBOARD SCHEDULES

E-302 RADIOLOGY ONE-LINE DIAGRAM

E-401 ELECTRICAL DETAILS

E-402 ACCESS CONTROL DETAILS

TECHNOLOGY

T-001 TECHNOLOGY LEGEND AND GENERAL NOTES

T-002 PARTIAL BASEMENT TECHNOLOGY KEY PLAN

T-003 PARTIAL FIRST FLOOR TECHNOLOGY KEY PLAN

T-101 PARTIAL BASEMENT AND FIRST FL TECHNOLOGY DEMO PLANS

T-201 PARTIAL BASEMENT AND FIRST FLOOR TECHNOLOGY PLANS

T-202 PARTIAL PENTHOUSE TECHNOLOGY PLANS

T-203 ENLARGED TELECOM ROOM AND RACK PLANS

T-301 TECHNOLOGY DETAILS

T-302 NURSE CALL RISER DIAGRAM

REFERENCE DRAWINGS (BOUND SEPARATELY)

1-24 GE HEALTHCARE EQUIPMENT DRAWINGS

1-19 PDC SHIELDED ROOMS DRAWINGS

1-30 PDC FACILITIES CARING MR SUITE DRAWINGS

Deduct Alternate No. 1 Delete all work associated with UPS

Deduct Alternate No. 2 Modified bitumen roof system in lieu of PRMA roof system on new Penthouse

Deduct Alternate No. 3 Modified bitumen roof system in lieu of PRMA roof system on addition and existing roof areas

DEDUCT ALTERNATE SUMMARY

R E G I S

ERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

S T

E OF OH

William C. Ayars, License #7259 Expiration Date 12/31/2019 anchor bolt above air conditioning acoustic(al) acoustical ceiling tile adjacent above finish floor alternate aluminum anodized approximate architect(ural) automatic

ABV

A/C

ACOUS

ACT

ADJ

AFF

ALT

ALUM

ANOD

APPROX

ARCH

AUTO

board between building block(ing) bulkhead beam bottom bridging bearing brick basement built-up roofing

BETW

BLDG

BLK

BLKHD

BOT

BRDG

BRG

BRK

BSMT

BUR

C/C

CAB'T

CAD

CEM

C.L. or

CFM

CLG

CLR

CLL

CNTR

CMU

center to center cabinet cadmium catch basin cement center line cubic feet per minute corner guard cast iron control joint ceiling closet clear contract limit line counter concrete masonry unit cased opening/clean out

COL

CONC

CONN

CONST

CONT

COORD

CORR

CTR

column concrete connection construction continuous coordinate corridor course center

DBL

DEG

DEMO

DIA

DIM

DISP

DET

DWG

DWR

depth double degrees demolition diameter dimension dispenser down door down spout detail drawing drawer drywall each electrical contractor exterior insulation and finish system expansion joint electric elevator/elevation emergency equal equipment exposed structure existing to remain each way electric water cooler exhaust existing expansion exposed exterior

EIFS

ELEC

ELEV

EMERG

EQUIP

ETR

EWC

EXH

EXIST

EXP

EXP'D

EXT

fire alarm face brick fan coil unit face to face floor drain foundation fire extinguisher fire extinguisher cabinet fire hose cabinet finish floor fluorescent fire resistant fire-retardant treated fire-retardant treated wood feet footing furring fire valve cabinet

FCU

F/F

FDN

FEC

FHC

FIN

FLR

FLUOR

FRT

FRTWD

FTG

FURR

FVC

GALV

GYP BD

gauge galvanized general contractor glass grade gypsum board

HDBD

HDCPD

HDWR

HDWD

HORIZ

HPDL

HTG

HTR

HVAC

high hose bibb hollow core hardboard handicapped hardware hardwood hollow metal horizontal high pressure decorative laminate hour height heating heater heating, ventilation air conditioning hot water water heater

INCL

INSUL

INT

inside diameter inch include (inclusive) insulation interior janitor joist

JAN

JST

knock down knock out

LAM

LAV

LIM

LTG

LVR

length (long) laminate(d) lavatory pound linear feet (foot) limited light lighting louver

MARB

MAS

MAT

MAX

MECH

MEMB

MFR

MIN

MISC

MTD

MTG

MTL

MULL

marble masonry material maximum mechanical membrane manufacturer manhole minimum miscellaneous masonry opening mounted mounting metal mullion not applicable not in contract number nominal not to scale

N/A

NIC

NOM

NTS

overall on center on center above finish floor outside diameter overhead door opposite hand overflow roof drain out to out opening opposite optional

OCAFF

OHDR

OPH

OVRD

O/O

OP'G

OPP

OPT

PBD

PCF

PERIM

PG BD

PLAS

PLAM

PLBG

PMLD

PNL

PLYWD

POL

PREFIN

PREFAB

PROJ

PSC

PSF

PSI

PTD

PTN

PVC

PVMT

particle board pounds per cubic foot perimeter peg board plate plastic laminate plumbing premoulded panel plywood polished push plate pair prefinished prefabricated projection pre-stress concrete pounds per square foot pounds per square inch point painted partition polyvinylchloride pavement

QTY

quantity

RAD

RAG

REC

REF

REG

REINF

REQ'D

RES

RET

REV

RVS

riser return air radius return air grille roof drain receptacle refrigerator register reinforcement (reinforcing) required resilient return revised (revision) room rough opening reverse solid core schedule smoke detector saddle section sheet similar stand pipe specifications speaker sprinkler single ply roofing square square inch square yard stainless steel/ slop sink standard steel storage structure(al) suspended systems

SCHED

SDL

SECT

SHT

SIM

SPEC

SPKR

SPKLR

SPR

SQ IN

STD

STL

STOR

STRUC

SUCP

SYS

T T/G or T&G

TEL

TEMP

TEMP'D

TERR

THK

THLD

TOC

TOS

TOD

TOM

TOJ

TOP

TOW

TYP

thread tongue and groove trench drain telephose temporary tempered terrazzo thick threshold top of concrete (top of curb) top of steel top of deck top of masonry top of joist top of parapet top of wall typical undercut underground unfinished unlimited unless noted otherwise urinal

UNFIN

UNLIM

UNO

VERT

VEST

VIF

vertical vestibule verify in field

W W/ W/O W/W

WIN

WWF

width with without wall to wall water closet wood water heater window wire glass weight welded wire fabric

YD yard

ABBREVIATIONS

SYMBOLS

A-01

Indicates section number

Indicates drawing sheet on which section is shown

Building, wall and section mark

1-04.1

Indicates elevation number

Indicates drawing sheet on which elevation is shown

Interior/exterior elevation reference

1 3

A-01

Indicates detail number

Enlarged plan or detail reference

Indicates drawing sheet on which plan/detail is shown

Column reference grids

Wall types

Equipment reference

New level line, control point or datum

Existing level line, control point or datum

New door

Door number

Existing door

1 Revision reference number

CONT stud track

Channel stud REINF as required at wall mounted devices

Midpoint at door opening

CONT channel REINF

Double studs at jamb opening 20 GA MIN, 18 GA at openings over 3'-0"

Door Opening

EXIST STRUC above

GYP BD control joint

Hollow MTL frame

MTL studs coped to fit

TYP MTL studs

Ceiling may occur

" Receptacle

087200 Push plate

150000 Thermostat

150000 Humidistat

8" 8" 8"

167200 Phone jack

160000 Light switch

U N

O to s lo t

PTD-1

U N

RH-1

SND-1 TTD-1

to h a n d le

Fire extinguisher

10 44 13 - Cabinet may occur

TSC-1

M A

X to s lo t

" 3

FM-1

Door frame (where applicable)

SD-1

Accessories at Wall-Mounted Sink

2'-0"1'-6"

U N

O s lo t, U

N O to t o w e l

1'-6" 1'-3"

Refer to Plan

GB-36

1'-6"

1'-0"

3'-0"

1'-8"

End Wall

GB-18

3'-4"

FM-1

GB-42

Accessories in Typical Toilet Room

FM-1

TOILET ACCESSORY LEGEND:

FM-1 Framed Mirror (18"x36") FM-2 Framed Mirror (24"x60") GB-18 Grab bar (18") GB-36 Grab Bar (36") GB-42 Grab Bar (42") MH-1 Mop Holder PTD-1 Paper Towel Dispenser RH-1 Robe Hook SD-1 Soap Dispenser SND-1 Sanitary Napkin Disposal TSD-1 Toilet Seat Cover Dispenser TTD-1 Toilet Tissue Dispenser

7"-9"

TSC-1

STANDARD MOUNTING HEIGHTS

R E G I S

ERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

S T

E OF OH

William C. Ayars, License #7259 Expiration Date 12/31/2019

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction

Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

Expand MRI Suite 541-CSI-103

CLEVELAND, OHIO

11/15/2019 TEH CG

Revisions: Date:

U s e rs

\C h ri s \D o c u m e n ts

\V A

E x p a n d

M R

I S u it e

G .c o m

.r v t

G-001

SYMBOLS AND LEGENDS

Scale

1' 2' 8'

1/4" = 1'-0"

TYP GYP BD DETAIL

OFFICE PHYS

BC574

CORRIDOR

BC570

TELECOMM

BC505

OFFICE

BB617

OFFICE

BB615

OFFICE

BB613

SUB-WAITING

BB549

MICRO RECEIVING

BB611

CORRIDOR

BB610

OFFICE

BB620

OFFICE

BB618

OFFICE

BB616

TOILET

BB614

TOILET

BB612

CORRIDOR

BB621

CORRIDOR

BB552

ELEC.

BB551

CT VESTIBULE

BB580

EMS

BB554

STAFF LOUNGE

BB553

CT STORAGE

BB588

TOILET

BB587

BB583

TEMPORARY

PARTITION

ENGINEERING

ROOM

1C521

TELECOMM

IC519

CORRIDOR

1C558

OFFICE

1C532

OFFICE

1C531

MRI SCAN

1B538

MRI EQUIPMENT

1B539

ANTE ROOM

1B540

CORRIDOR

1B541

DRESS

1B536

DRESS

1B535

GOWNED WAITING

1B534

CORRIDOR

1B530

CONTROL

1B533

MRI SCAN

1B532

Temporary partition

5'-0"

MRI SCAN

1B538

CONTROL

1B537

DRESS

1B536

DRESS

1B535

GOWNED

WAITING

1B534

CONTROL

1B533

MRI SCAN

1B532

MRI EQUIPMENT

1B539

ANTE ROOM

1B540

HOLDING

1B550

MRI EQUIPMENT

1B556

MRI SCAN

1B555

CONTROL

1B554

TOILET

1B551

STAIR 12

1S12

OFFICE

1C532

OFFICE

1C531

ENGINEERING

ROOM

1C521

TELECOMM

IC519

CORRIDOR

1B541

CORRIDOR

1B530

ANTE ROOM

1B553

2'-4"

PHASING CODED NOTES

Temporarily seal existing door to prohibit dust from construction activities to enter existing medical center.

Temporary partition for wall demolition. Maintain access to Ante Room 1B540, Stair 1S12, and Holding 1B550 for hospital operations during regular hours.

All work in Phase 2 Area to be done during off-hours. Restore to clean condition prior to regular hours.

PROJECT DURATION

Duration in Days from Notice Calendar Days of Award

Preconstruction Activities 90 Days 1-90 On-Site Construction (NTP)

Phase 1 365 Days 91-456 MRI Vendor calibration and owner move-in 60 Days 457-517 Phase 2 30 Days 518-548

PHASING GENERAL NOTES

1. The work shall be accomplished in two phases.

2. Contractor to coordinate all work with the entire set of documents.

3. Contractor to cooperate with Owner's occupancy of the MRI possible with the normal functioning of the MRI rooms / Medical Center rooms/facility and shall execute the work as to interfere as little as possible. See also Specification 01 00 00.

4. Contractor shall work primarily during regular hours during Phase 1 except when work will disrupt hospital operation, coordinate with VA COR.

5. Contractor shall work primarily during off-hours during Phase 2 unless approved otherwise by VA COR.

6. Contractor shall protect all existing wall, floor, and ceiling finishes throughout area of contractor use throughout duration of project.

7. Contractor to protect existing equipment during construction.

8. All shutdowns in this area are covered under major shutdowns.

9. Ceilings shall be removed and replaced daily for work outside of temporary partitions.

R E G I S

ERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

S T

E OF OH

William C. Ayars, License #7259 Expiration Date 12/31/2019

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction

Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

Expand MRI Suite 541-CSI-103

CLEVELAND, OHIO

11/15/2019 TEH CG

Revisions: Date:

U s e rs

\C h ri s \D o c u m e n ts

\V A

E x p a n d

M R

I S u it e

G .c o m

.r v t

G-002

PHASING PLANS

Scale

16" 32" 64"

1/8" = 1'-0"

BASEMENT PHASE 1 PLAN

Scale

16" 32" 64"

1/8" = 1'-0"

FIRST FLOOR PHASE 1 PLAN

Scale

16" 32" 64"

1/8" = 1'-0"

PENTHOUSE AND ROOF PHASE 1 PLAN

Scale

16" 32" 64"

1/8" = 1'-0"

FIRST FLOOR PHASE 2 PLAN

0 HR Smoke Partition

1 HR Fire Barrier

1 HR Smoke Barrier

CC.1

CC.8

CC.2

28.928.8

30.1

29.1

32.2 34.6 35.9 37.1 35.6

CC.5

STORAGE

BB622

STAIR 12

BS12

71'-2" TRAVEL DISTANCE

OFFICE PHYS

BC574

OFFICE

BB620

OFFICE

BB618

OFFICE

BB616

TOILET

BB614

TOILET

BB612

CORRIDOR

BB621

CORRIDOR

BB610CORRIDOR

BC570

TELECOMM

BC505

OFFICE

BB617

OFFICE

BB615

OFFICE

BB613

MICRO

RECEIVING

BB611

SUB-WAITING

BB549

ELEC.

BB551

CT VESTIBULE

BB580

CORRIDOR

BB552

EMS

BB554

STAFF LOUNGE

BB553

CT STORAGE

BB588

TOILET

BB587

BB583

29.2

29.9

32.6

34.3

31.5

DD.1

DD.3

CC.1

CC.8

CC.2

28.928.8

30.1

29.1

32.2 34.6 35.9 37.135.6

CC.5

CONTROL

1B537

MRI SCAN

1B538

MRI EQUIPMENT

1B539

ANTE ROOM

1B540

DRESS

1B536

DRESS

1B535

GOWNED

WAITING

1B534

CONTROL

1B533

MRI SCAN

1B532

72'-6" TRAVEL DISTANCE

OFFICE

1C532

OFFICE

1C531

CORRIDOR

1C558

ENGINEERING

ROOM

1C521

TELECOMM

IC519

MRI EQUIPMENT

1B556

MRI SCAN

1B555

CONTROL

1B554

ALCOVE

1B553

HOLDING

1B550

DRESS/TOILET

1B551

CORRIDOR

1B541

CORRIDOR

1B530

MRI EQUIPMENT

1B531

STAIR 12

1S12

ANTE ROOM

1B552

29.2

29.9

32.6

34.3

31.5

DD.1

DD.3

Fire Extinguisher

Hazardous room

LIFE SAFETY GENERAL NOTES

1. Contractor shall inform Architect and Owner immediately of any discrepancies in the existing rated wall construction and non-conforming penetrations.

2. Travel distances are from remote point to exit.

3. Interim Life Safety measures will be required throughout Phase 1 while existing Stair is being replaced. Coordinate interim Life Safety measures with VA COR.

4. Provide firestopping at all penetrations through new and existing fire/smoke rated barriers (walls and floors) to comply with required rating associated with new work. Provide firestopping around 4 penetrations less than 6 square inches, 4 penetrations between 16 and 36 square inches, and 4 penetrations between 36 and 64 square inches through existing fire/smoke rated barriers (walls and floors) to comply with required rating not associated with new work. Larger openings shall be brought to the immediate attention of the COR.

5. Contractor shall provide fire alarm devices in accordance with electrical drawings.

6. Fire rating indicated on wall shall mean the entire length and height of the wall to be fire rated.

7. All piping, ducts, cabinets, ETC. that penetrate walls shall be installed in a manner that will preserve the fire resistance rating of that wall.

8. Preserve all fire resistant ratings of existing walls unless noted otherwise.

ExitEX Exit Sign

LIFE SAFETY PLAN LEGEND

KEY NOTES

During Phase 1, directional arrows on both sides shall point South. After Phase 1 is complete and Stair is accessible to exterior, directional arrows on both sides shall point North.

Add exit sign after Phase 1 is complete and stair is accessible to exterior.

Cover both sides of Exit Sign during Phase 1 and uncover both sides after Phase 1 is complete and Stair is accessible to exterior.

R E G I S

ERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

S T

E OF OH

William C. Ayars, License #7259 Expiration Date 12/31/2019

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction

Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

Expand MRI Suite 541-CSI-103

CLEVELAND, OHIO

11/15/2019 TEH CG

Revisions: Date:

U s e rs

\C h ri s \D o c u m e n ts

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G-003

LIFE SAFETY PLANS

Scale

16" 32" 64"

1/8" = 1'-0"

PARTIAL BASEMENT LIFE SAFETY PLAN

Scale

16" 32" 64"

1/8" = 1'-0"

PARTIAL FIRST FLOOR LIFE SAFETY PLAN

BASEMENT SMOKE COMPARTMENT PLAN FIRST FLOOR SMOKE COMPARTMENT PLAN

Design Code

Occupancy Separations (Table 6.1.14.4.1 & 6.1.14.4.3)

Fire Suppression

Construction Type (Table 20.1.6.1)

Fire Ratings (Table A.8.2.1.2) Exterior Bearing Walls

Interior Bearing Walls

Column/Beams/Girders

Floor-Ceiling Assemblies Roof-Ceiling Assemblies Interior Non-bearing Walls Exterior Non-bearing Walls

Exit Enclosures/Passageways (7.3.1.2.1.3)

Shaft Enclosures (8.6.5)

Exit Access Corridors (20.3.6.1.3)

Corridor width (20.2.3.2)

Dead End Corridors (20.2.5.2.1)

Smoke Compartments (20.3.7.3.2)

Smoke Barriers (20.3.7.1.1)

Hazardous Area Protection (20.3.2.1, 8.7.1.1) High hazard areas (20.3.2.3)

Travel Distances Room remote point to exit (20.2.6.2.2) Common path of travel (20.2.5.3.1)

2018 NFPA 101 Life Safety Code

2 hours between Ambulatory Healthcare and Healthcare 1 hour between Ambulatory Healthcare and Business 1 hour between Ambulatory Healthcare and Industrial

Fully Sprinklered

Type II (222), Greater than 2 stories

2 hours 1 hour supporting roof only 2 hours 1 hour support roof only 2 hours 1 hour supporting roof only 2 hours 1 hour 0 hour 0 hour

1 hour for less than 4 stories 2 hours for 4 stories or more

1 hour for existing if building is fully sprinklered 2 hours for 4 stories or more 1 hour for less than 4 stories

No rating

44" minimum

50' maximum

40,000 SF maximum

1 hour

1 hour or extinguishing system 1 hour and extinguishing system

200' maximum 100' maximum

New Ambulatory Healthcare Occupancies Code Information

R E G I S

ERED ARCH

I T E C T

WILLIAM

CURTISS

AYARS

S T

E OF OH

William C. Ayars, License #7259 Expiration Date 12/31/2019

FREDRICK, FREDRICK & HELLER

ENGINEERS, INC.

672 EAST ROYALTON ROAD

BROADVIEW HTS., OHIO 44147

TEL. (440) 546-9696

FAX: (440) 546-9699

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction

Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350 Cleveland, OH 44115-1257 216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC

PROJECT NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120 P. 216.752.1800 F. 216.752.3833

Expand MRI Suite 541-CSI-103

CLEVELAND, OHIO

11/15/2019 TEH CG

Revisions: Date:

U s e rs

\C h ri s \D o c u m e n ts

\V A

E x p a n d

M R

I S u it e

G .c o m

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V-100

SITE SURVEY

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

'-8

REINSTALLED SITE BENCH

AND SANDSTONE SLABS -

MATCH EXISTING LAYOUT OF

STONE SLABS

2 NEW SITE BENCHES

RELOCATED FLAGPOLE - FINAL LOCATION AS APPROVED BY COR IN FIELD

REINSTALLED GRANITE PLAQUE

BRICK PAVERS - REINSTALL SALVAGED PAVERS AND AUGMENT WITH NEW PAVERS USE

SALVAGED SANDSTONE SLABS AS EDGING WHERE BRICK IS NOT ADJACENT TO CONCRETE OR

WALLS. NEW BRICK TO MATCH EXISTING 4" X 8" X 2 1.4" PAVERS IN COLOR AND CONTENT

SALVAGED SANDSTONE SLABS - SET IN GRADE AS EDGING FOR BRICK -

TOP OF STONE TO BE FLUSH WITH TOP OF BRICK - CUT EDGES AS NEEDED

TO PROVIDE A SMOOTH EDGE AT WALK, BUILDING AND BRICK

PLANT BED

REINSTALL SALVAGED GRAVEL -

MIN. 3" THICK - OVER NEW

ENGINEERING FABRIC W/

SALVAGED METAL EDGING

SUPPLEMENT GRAVEL AND EDGING

AS NEEDED TO COMPLETE

MASONRY SEAT WALL - RAM

BARRIER - 36" HEIGHT

CONCRETE CORE AND

SALVAGED PRECAST VENEER

ON NORTH AND WEST SIDES OF

WALL AND WALL CAP.

REINSTALL SALVAGED MEMORIAL HEADSTONES SURROUNDED BY DECOMPOSTED GRANITE - 3"

LAYER OVER ENGINEERING FABRIC - COLOR TO BE AS APPROVED BY COR. BORDER GRAVEL WITH

SALVAGED SANDSTONE SLAB EDGING. CUT SANDSTONE AS NEEDED TO PROVIDE A SMOOTH

EDGE ON ALL SIDES.

PLANT BED

EX. LIGHTPOLE TO REMAIN

LAWN

NEW 3" LAYER OF WASHED RIVER STONE

OVER ENGINEERING FABRIC W/ SALVAGED

METAL EDGING

NEW 3" LAYER OF WASHED RIVER

STONE OVER ENGINEERING FABRIC

W/ NEW METAL EDGING

EX. LIGHTPOLE

TO REMAIN

INTEGRAL CONCRETE CURB

AND WALK

CONCRETE WALK

EX CONCRETE WALK TO REMAIN

CODED SITE PLAN NOTES

Construction fence, remove after site work is complete.

Construction gate, remove after site work is complete.

Relocated stone/bricks/flag pole

Relocated gravel

Staging area, repair to seeded lawn

Concrete frost slab and walk, slope to existing walk - See

Structural Drawings for frost slab dimensions and details.

Relocated ground light - See Electrical Site Plan

Relocated bench/stone/gravel

Unloading zone

GENERAL SITE PLAN NOTES

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

667.00'

I A

I V

PROVIDE SIGNAGE, BARRIERS, JERSEY

BARRIERS AND OTHER APPROVED

TEMPORARY BARRIERS AS NEEDED TO

DIRECT VEHICULAR AND PEDESTRIAN

TRAFFIC ON MAGNOLIA DRIVE AROUND

CONSTRUCTION FENCE AND

OFF-LOADING AREA. CONTRACTOR

MUST MAINTAIN TWO-WAY TRAFFIC ON

MAGNOLIA DRIVE AT ALL TIMES.

COORDINATE WITH VA COR.

EXISTING FLAGPOLE TO BE REMOVED AND

SALVAGED FOR REUSE. STORE ON SITE AS

APPROVED AND PROTECT FROM DAMAGE DURING

CONSTRUCTION. .

CONSTRUCTION FENCE

LIGHT POLE TO REMAIN

FIRE HYDRANT TO REMAIN -

MAINTAIN ACCESS ON ALL SIDES

REMOVE EX. CONCRETE CURB AND WALK

SAW CUT TO FULL DEPTH OF CONCRETE AT

EDGES

EX. CONCRETE CURB AND

WALK TO REMAIN

CAP EX. STORM LINES AT

EXTENT OF STORM PIPE

REMOVAL. IDENTIFY

OUTLET FOR EXISTING

YARD DRAIN. MAINTAIN

OUTLET AND DOCUMENT

OUTLET PIPING

CONSTRUCTION FENCE -

PROVIDE PLAN WITH PROPOSED

FENCE AND GATE LAYOUT FOR

APPROVAL FROM COR PRIOR TO

INSTALLATION. NOTIFY COR OF

ANY PROPOSED MODIFICATIONS

TO FENCE LAYOUT DURING

COURSE OF CONSTRUCTION

EXISTING YARD DRAIN TO

REMAIN

EXISTING CONCRETE CURB AND

WALK TO REMAIN

REMOVE AND REPLACE CONCRETE CURB INLET FRAME

AND GRATE - PATCH CONCRETE AS REQUIRED

DEMOLITION CODED NOTES

Remove ramp/walls/foundations - Salvage sufficient precast stone cap and veneer to provide materials for new site wall

Remove ground lights for relocation

Remove trench drain/storm piping and cap at pipe end

Transplant tree to new location - final location as directed by COR.

New location will not be on this construction site, but will be on VA campus.

Remove and salvage bench, sandstone slabs and gravel for relocation

Remove and salvage sandstone slabs, bricks, and flag pole for relocation

Remove electrical box for relocation

Remove sprinkler

Remove gravel for relocation

Remove wall

Remove stairs/landing/handrails

See Architectural Drawings for Building Demolition

REMOVE AND SALVAGE EXISTING

BRICK PAVERS

REMOVE CONCRETE

PAVEMENT / RAMP

REMOVE AND SALVAGE EXISTING

SANDSTONE SLABS

TRANSPLANT TREE

SHALL EXTEND SEEDING AREAS AND LAWNS TO COVER ALL AREAS DISTURBED

DURING CONSTRUCTION ACTIVITIES AND NOT OTHERWISE OCCUPIED BY PAVEMENTS,

STRUCTURES AND PLANT BEDS.

SEE SPECIFICATIONS. THE FENCE LOCATION SHALL BE APPROVED BY COR. LOCATION

OF FENCING SHALL BE MODIFIED AS REQUIRED AND APPROVED BY COR & ARCHITECT

DURING THE PROJECT TO ACCOMMODATE PHASING OF PROJECT AS SHOWN ON THE

SITE PLANS. SUBMIT PROPOSED CONSTRUCTION FENCING LOCATIONS AND

SCHEDULE FOR REVIEW AND COMMENTS BY ARCHITECT AND COR.

6. CONSTRUCTION FENCE -

CONTRACTOR SHALL REPAIR REMOVE EXISTING IRRIGATION EQUIPMENT, LINES AND

VALVES, WITHIN CONSTRUCTION AREA, RECONFIGURE SYSTEM IN THE CONSTRUCTION

AREA. PROTECT AND REPAIR ANY SUPPLY LINES, WIRES AND OTHER EQUIPMENT TO

IRRIGATION BEYOND CONSTRUCTION AREAS IMPACTED DURING CONSTRUCTION.

DOCUMENT LOCATIONS OF DISTURBANCE AND REPAIR AS NEEDED. CONTRACTOR

SHALL BE REQUIRED TO TEST THE IRRIGATION SYSTEM FOLLOWING CONSTRUCTION

TO INSURE COMPLETION OF REPAIRS.

7. IRRIGATION SYSTEM -

CONTRACTOR SHALL EXCAVATE AND REMOVE IN ENTIRETY COMPLETE WALLS AND

FOOTERS ASSOCIATED WITH RAMP SYSTEM. ESTIMATED DEPTH OF FOOTER IS 42-48"

BELOW FINISH GRADE SURROUNDING RAMP.

8. EXISTING SITE WALLS AND RAMPS TO BE REMOVED -

DEMOLITION LEGEND

REMOVE AND SALVAGE GRAVEL

REMOVE EXISTING RAMP WALLS

AND FOOTERS - SALVAGE STONE

VENEER AND CAPS

LAYOUT IN THE FIELD SHALL BE PERFORMED BY A LICENSED SURVEYOR AND AS

APPROVED BY THE OWNER/ARCHITECT.

4. LAYOUT -

ALL NEW BENCHES TO MATCH EXISTING BENCH STYLE ON SITE, LANDSCAPE FORMS

'REST' BENCH - WITH BACK AND ARM RESTS. BENCH TO BE LANDSCAPE FORMS

-METRO40 - REST BACKED WOOD BENCH WITH ARMS, WOOD TO BE PURPLE HEART

WOOD SLATS, SURFACE MOUNT. OR APPROVED EQUAL.

5. BENCH -

1. DATA NOT SHOWN -

FOR ALL PERTINENT DATA NOT SHOWN, SEE APPLICABLE CONTRACT DOCUMENTS.

CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD. NOTIFY ARCHITECT

AND COR OF ANY DISCREPANCY UNCOVERED IN THE FIELD, IMMEDIATELY, TO

DETERMINE ANY MODIFICATIONS REQUIRED.

2. MEASUREMENTS -

THE EXISTING UTILITY DATA SHOWN IS FOR REFERENCE INFORMATION ONLY AND

DOES NOT SHOW ALL EXISTING UTILITY DATA. SEE UTILITY PLAN.

3. EXISTING UTILITIES -

LAYOUT PLAN NOTES

SALVAGED AND NEW BRICK PAVERS

CONCRETE WALK

SALVAGED AND NEW GRAVEL

LAYOUT LEGEND

SALVAGED SANDSTONE SLABS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350

Cleveland, OH 44115-1257

216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC PROJECT

NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120

P. 216.752.1800 F. 216.752.3833

Expand MRI Suite

541-CSI-103

CLEVELAND, OHIO

11/15/2019 KJ MK

C A r c h i c o m p p r j V

A M

R I V

E x p a n d

R I

S u i t e R

S r v t

L-100

SITE PLANS - DEMOLITION AND

LAYOUT

Scale

4' 8' 16'

1/8" = 1'-0"

SITE LAYOUT PLAN (ALL PHASE 1)

Scale

4' 8' 16'

1/8" = 1'-0"

SITE DEMOLITION PLAN (ALL PHASE 1)

Revisions: Date:

Landscape Architects & Site Planning

KNIGHT & STOLAR, INC.

3029 Prospect Avenue E

Cleveland, OH 44115-1257

216-391-0910/ (F) 216-391-0920 kslarch.com

AutoCAD SHX Text 11221

AutoCAD SHX Text 661.09

AutoCAD SHX Text

AutoCAD SHX Text 11366

AutoCAD SHX Text 662.51

AutoCAD SHX Text

AutoCAD SHX Text 11342

AutoCAD SHX Text 670.11

AutoCAD SHX Text

FNM1 +6

AutoCAD SHX Text 11343

AutoCAD SHX Text 662.28

AutoCAD SHX Text

FNM1

AutoCAD SHX Text 11344

AutoCAD SHX Text 662.29

AutoCAD SHX Text

FNM1

AutoCAD SHX Text 11345

AutoCAD SHX Text 662.28

AutoCAD SHX Text

FNM1

AutoCAD SHX Text 11346

AutoCAD SHX Text 662.57

AutoCAD SHX Text

FNM1 -6

AutoCAD SHX Text W

AutoCAD SHX Text 11154

AutoCAD SHX Text 660.00

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text C

AutoCAD SHX Text

EX. 12" STORM

AutoCAD SHX Text

EX. 12" STORM

AutoCAD SHX Text

EX. 15" COMBINATION

AutoCAD SHX Text

EX. 15" COMBINATION

AutoCAD SHX Text

EX. COMBINATION MH RIM 660.03 BOTTOM 645.00

AutoCAD SHX Text

EX. GAS (PER RECORD)

AutoCAD SHX Text

EX. EX. GAS (PER RECORD)EX. GAS (PER RECORD)

AutoCAD SHX Text

EX. EX. GAS (PER RECORD)EX. GAS (PER RECORD)

AutoCAD SHX Text

EX. 8" STORM

AutoCAD SHX Text

EX. STORM

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text 8900661

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text

JANKOWSKI

AutoCAD SHX Text O

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text T

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text H

AutoCAD SHX Text O

AutoCAD SHX Text I

AutoCAD SHX Text

CALL O.U.P.S. 1-800-362-2764

AutoCAD SHX Text

AREAS WITH PROPER UTILITY COMPANY OR MUNICIPAL AUTHORITY.

AutoCAD SHX Text

DUCTS. CONTRACTOR SHALL INFORM AND COORDINATE WORK IN SUCH

AutoCAD SHX Text

OPERATIONS IN VICINITY OF UNDERGROUND PIPES, CABLES AND

AutoCAD SHX Text

CONTRACTOR SHALL EXERCISE CAUTION DURING ALL CONSTRUCTION

1 - NYSSA SYLVATICA

(BLACK GUM) 3" B&B

2 - CORNUS FLORIDA (WHITE

DOGWOOD) 7-8' B&B

LAWN

9 - SALVAGED ROSE

BUSHES

2 - PICEA ABIES 'NIDIFORMIS'

(BIRD'S NEST SPRUCE) 24" B&B

10 - ITEA VIR. 'LITTLE HENRY'

(DWARF SWEETSPIRE) 12"

NO. 3 CONT.

2 - PICEA ABIES 'NIDIFORMIS'

(BIRD'S NEST SPRUCE) 24" B&B

4 - PICEA ABIES 'NIDIFORMIS'

(BIRD'S NEST SPRUCE) 24" B&B

4 - HYDRANGEA PAN. 'BOBO'

(DWARF PANICLE HYDRANGEA)

15" NO. 3 CONT.

36 - PENNISETUM AL. 'HAMELN'

(DWARF FOUNTAIN GRASS)

CLUMP NO. 2 CONT.

MODIFY AND EXPAND EXISTING IRRIGATION SYSTEM IN THE

CONSTRUCTION AREAS TO PROVIDE FULL WATERING OF ALL NEW

PLANT BEDS AND LAWNS IN THE CONSTRUCTION AREA.

SEE IRRIGATION PLAN

GRAVEL - SEE

LAYOUT PLAN

LAWN

x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x660.55

660.70'

667.00'

661.0

660.0

661.0

S L O

O x

660.70 x

FIN. GRADES TO MEET

ADJACENT GRADES OF

EXISTING WALK

FIN. GRADES TO MEET

ADJACENT GRADES OF

EXISTING WALK

CONSTRUCTION FENCE - SEE

DEMOLITION PLAN

EX. YARD DRAIN -

RIM ELEV. 660.00

GRADE LAWN TO DRAIN TO EX.

YARD DRAIN - MAINTAIN MIN. 1.5%

SLOPE AND POSTIVE DRAINAGE

EX. CATCH BASIN - REPLACE

GRAME AND GRATE -

EX. RIM. 659.31

EX. BOTTOM 653.81

CONCRETE WALK - MAINTAIN 1%

CROSS SLOPE AND MIN. 1.75% SLOPE

TOP OF CURB - 660.45

BOTTOM OF CURB - 660.00

x660.50

CONSTRUCTION FENCE - SEE

DEMOLITION PLAN

CONSTRUCTION FENCE - SEE

DEMOLITION PLAN

GRADING NOTES -

5. BENCHMARK - SEE SURVEY

1. DATA NOT SHOWN -

FOR ALL PERTINENT DATA NOT SHOWN, SEE APPLICABLE

CONTRACT DOCUMENTS.

CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD.

NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCY

UNCOVERED IN THE FIELD, IMMEDIATELY, TO DETERMINE ANY

MODIFICATIONS REQUIRED.

2. MEASUREMENTS -

THE EXISTING UTILITY DATA SHOWN IS FOR REFERENCE

INFORMATION ONLY AND DOES NOT SHOW ALL EXISTING UTILITY

DATA. SEE UTILITY PLAN.

3. EXISTING UTILITIES -

SAW CUT TO THE FULL DEPTH OF ALL CURBS, CONCRETE, ASPHALT

AND BASE AT ALL EDGES OF PAVEMENTS AND CURBS TO REMAIN.

4. PAVEMENTS TO BE REMOVED -

CONTRACTOR SHALL REPAIR ALL AREAS DISTURBED OR DAMAGED

DURING CONSTRUCTION PROCEDURES TO PRE-CONSTRUCTION

CONDITIONS. CONTRACTOR SHALL EXTEND SEEDING AREAS AND

LAWNS TO COVER ALL AREAS DISTURBED DURING CONSTRUCTION

ACTIVITIES AND NOT OTHERWISE OCCUPIED BY PAVEMENTS,

STRUCTURES AND PLANT BEDS.

6. DISTURBED AREAS -

7. TOPSOIL -

CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" OF APPROVED

TOPSOIL MIX IN ALL LAWN AREAS AND 12" OF APPROVED TOPSOIL

MIX IN ALL PLANT BEDS.

CONTRACTOR SHALL ESTABLISH PERMANENT PROTECTION OF

DENUDED AREAS AS RAPIDLY AS POSSIBLE. TEMPORARY

MEASURES OF PROTECTION SHALL BE APPLIED IN AREAS WHERE

PERMANENT MEASURES CANNOT BE QUICKLY ACHIEVED. UNLESS

NOTED ON PLAN, MEASURES OF PROTECTION SHALL BE SELECTED

BY THE CONTRACTOR AS DETERMINED BY THE CONDITIONS OF

DISTURBED AREAS AND AS APPROVED BY THE COR & ARCHITECT.

9. STABILIZATION OF DENUDED AREAS -

SHALL BE PROMPTLY INSTALLED DURING CONSTRUCTION IN

ACCORDANCE WITH PLANS AND DETAILS OR AS OTHERWISE

DIRECTED BY THE COR & ARCHITECT.

10. RUNOFF AND SEDIMENT CONTROL MEASURES -

SHALL BE INSTALLED IMMEDIATELY FOLLOWING RESPREADING OF

TOPSOIL ON AREAS OF 3:1 OR GREATER SLOPE. FABRIC SHALL BE

AS APPROVED BY THE ARCHITECT AND COR.

11. EROSION CONTROL FABRIC -

CONTRACTOR SHALL INSTALL SILT FENCING PER SPECIFICATIONS

AND DETAILS TO CONTROL SEDIMENT ON SITE. FINAL LOCATIONS

OF SILT FENCE SHALL BE MODIFIED DURING CONSTRUCTION

PROCESS AS REQUIRED TO INSURE SILT RETENTION. SEE

ADDITIONAL NOTES ON PLAN REGARDING FENCE MODIFICATIONS.

12. SILT FENCING -

ADJUST RIMS OF ALL EXISTING UTILITY STRUCTURES TO MEET

PROPOSED GRADES. CONTRACTOR SHALL REPLACE ANY UTILITY

BOXES, COVERS OR CASTINGS DAMAGED DURING DEMOLITION AND

RESETTING OF STRUCTURE AT NEW ELEVATION.

8. EXISTING UTILITY STRUCTURES -

BOXES, COVERS OR CASTINGS DAMAGED DURING DEMOLITION AND

GRADING LEGEND

EXISTING CONTOUR

NEW CONTOUR

PLANTING LEGEND

NEW TREE

NEW SHRUBS

LAWN

PLANTING NOTE -

1. DATA NOT SHOWN -

FOR ALL PERTINENT DATA NOT SHOWN, SEE APPLICABLE

CONTRACT DOCUMENTS.

CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD.

NOTIFY ARCHITECT AND OWNER OF ANY DISCREPANCY

UNCOVERED IN THE FIELD, IMMEDIATELY, TO DETERMINE ANY

MODIFICATIONS REQUIRED.

2. MEASUREMENTS -

THE EXISTING UTILITY DATA SHOWN IS FOR REFERENCE

INFORMATION ONLY AND DOES NOT SHOW ALL EXISTING UTILITY

DATA. SEE UTILITY PLAN.

3. EXISTING UTILITIES -

ALL EXISTING PLANT MATERIAL MAY NOT BE SHOWN, REMOVE ALL

PLANTS AS SHOWN ON THE DEMOLITION PLAN AND AS REQUIRED

TO CONSTRUCT PROJECT. PLANT MATERIALS NOT SHOWN ON THE

SURVEY SHALL BE REMOVED ONLY AS APPROVED BY THE

ARCHITECT AND VA COR..

4. EXISTING PLANT MATERIAL SHOWN -

REPAIR ALL AREAS WITHIN THE SCOPE OF WORK FOR THE

PROJECT, THAT ARE NOT OCCUPIED BY PLANT BEDS, GRAVEL,

BUILDINGS, STRUCTURES OR PAVEMENTS SHALL BE SEEDED TO

LAWN. ALL ADDITIONAL AREAS BEYOND CONSTRUCTION LIMITS,

DISTURBED BY THE CONTRACTORS SHALL ALSO BE REPAIRED AND

SEEDED WITH LAWN.

5. LAWNS -

ALL AREAS NOTED AS LAWN SHALL RECEIVE A MINIMUM OF 6" OF

TOPSOIL. ALL AREAS NOTED AS PLANT BEDS SHALL RECEIVE A

MINIMUM OF 12" OF APPROVED SCREENED PLANT BED MIX.

7. TOPSOIL AND PLANT BED MIX -

THE PLANT MATERIAL LOCATIONS SHOWN ARE SCHEMATIC. THE

CONTRACTOR SHALL SET THE PLANTS IN THE BED, APPROXIMATELY

AS SHOWN. THE ARCHITECT WILL APPROVE THE LAYOUT PRIOR TO

THE CONTRACTOR DIGGING THE HOLES AND PLANTING THE

VEGETATION. ADJUST FINAL LOCATIONS TO AVOID UTILITIES AND

LIGHTING. ALL TREES SHALL BE A MINIMUM OF 10' FROM LIGHT

POLES.

8. PLANTING -

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350

Cleveland, OH 44115-1257

216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC PROJECT

NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120

P. 216.752.1800 F. 216.752.3833

Expand MRI Suite

541-CSI-103

CLEVELAND, OHIO

11/15/2019 KJ MK

C A r c h i c o m p p r j V

A M

R I V

E x p a n d

R I

S u i t e R

S r v t

L-101

SITE PLANS - GRADING AND

PLANTING

Scale

4' 8' 16'

1/8" = 1'-0"

SITE PLANTING PLAN (ALL PHASE 1)

Scale

4' 8' 16'

1/8" = 1'-0"

SITE GRADING PLAN (ALL PHASE 1)

Revisions: Date:

Landscape Architects & Site Planning

KNIGHT & STOLAR, INC.

3029 Prospect Avenue E

Cleveland, OH 44115-1257

216-391-0910/ (F) 216-391-0920 kslarch.com

AutoCAD SHX Text 11221

AutoCAD SHX Text 661.09

AutoCAD SHX Text

AutoCAD SHX Text 11342

AutoCAD SHX Text 670.11

AutoCAD SHX Text

FNM1 +6

AutoCAD SHX Text 11343

AutoCAD SHX Text 662.28

AutoCAD SHX Text

FNM1

AutoCAD SHX Text 11344

AutoCAD SHX Text 662.29

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FNM1

AutoCAD SHX Text 11345

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FNM1

AutoCAD SHX Text W

AutoCAD SHX Text 11154

AutoCAD SHX Text 660.00

AutoCAD SHX Text

TRENCH DRAIN

AutoCAD SHX Text C

AutoCAD SHX Text

EX. 12" STORM

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EX. 12" STORM

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EX. 15" COMBINATION

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EX. 15" COMBINATION

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EX. COMBINATION MH RIM 659.19 BOTTOM 644.34

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EX. COMBINATION MH RIM 660.03 BOTTOM 645.00

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EX. GAS (PER RECORD)

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EX. EX. GAS (PER RECORD)EX. GAS (PER RECORD)

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EX. EX. GAS (PER RECORD)EX. GAS (PER RECORD)

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EX. 8" STORM

AutoCAD SHX Text

EX. STORM

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AutoCAD SHX Text

JANKOWSKI

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CALL O.U.P.S. 1-800-362-2764

AutoCAD SHX Text

AREAS WITH PROPER UTILITY COMPANY OR MUNICIPAL AUTHORITY.

AutoCAD SHX Text

DUCTS. CONTRACTOR SHALL INFORM AND COORDINATE WORK IN SUCH

AutoCAD SHX Text

OPERATIONS IN VICINITY OF UNDERGROUND PIPES, CABLES AND

667.00'

QCV

EX. 2" MAIN

QCV

EX.2" MAIN

EX.3/4" ZONE LINE,

CONNECT TO NEW

ZONE LINE

2" MAIN

2" & 4"

SLEEVES

2" MAIN

2" & 4"

SLEEVES

2" & 4"

SLEEVES

2" & 4"

SLEEVES

REVISED SHRUB ZONE -

1 1/2" VALVE

2.51 GPM

REVISED LAWN ZONE -

2" VALVE

18 GPM

REVISED SHRUB ZONE -

1 1/2" VALVE

6 GPM + EX. ZONES TO

EAST

S10

S12

S10

QUICK COUPLING VALVE

SPRINKLER HEADS

2" MAIN LINE PIPE

ZONE CONTROL VALVE

(SEE SCHEDULE)

3/4" - 1-1/2" ZONE LINE PIPE

2" MAIN ISOLATION VALVE

ALL ZONE LINE PIPE TO BE 3/4" UNLESS

OTHERWISE SHOWN ON PLAN

PVC SLEEVE-SCHEDULE 40 PVC SLEEVE, ENDS

SHALL BE MARKED WITH IRON PINS. BURY

UNDER PAVEMENTS TO A DEPTH OF 36" AND

BACKFILL AND COMPACT TRENCHES. CAP OR

SEAL END SLEEVES.

SPRINKLER HEAD SCHEDULE

S - POP-UP SPRAY HEADS

· LAWN ZONES: 4" POP-UPS

· PLANT BEDS: 12" POP-UPS

· FACTORY INSTALLED DRAIN CHECK VALVES

· ADJUSTABLE ARCS

IRRIGATION CONTROLLER -UTILIZE EXISTING

CONTROLLER

EXISTING IRRIGATION LINES

1. DATA NOT SHOWN

- FOR ALL PERTINENT DATA NOT SHOWN, SEE APPLICABLE

CONTRACT DOCUMENTS.

2. MEASUREMENTS

- CONTRACTOR SHALL VERIFY ALL MEASUREMENTS IN THE FIELD.

3. EXISTING UTILITIES

- THE EXISTING UTILITY DATA SHOWN IS FOR REFERENCE

INFORMATION ONLY AND MAY NOT SHOW ALL EXISTING UTILITIES.

4. IRRIGATION PLAN - IS SCHEMATIC, MODIFICATIONS MAY BE NECESSARY TO

CLEAR CERTAIN FEATURES. CONTRACTOR TO PROVIDE DESIGN DRAWINGS TO

COMPLETE FULL COVERAGE TO ALL LAWN AREAS AND PLANT BEDS WITHIN

SCOPE OF WORK. CONTRACTOR SHALL ALSO RECONNECT AND MODIFY

EXISTING ADJACENT ZONES AS REQUIRED TO RESUME FULL COVERAGE TO SITE.

5. VALVES - TO BE INSTALLED IN APPROVED VALVE BOXES.

6. LOW HEAD DRAINAGE - CONTRACTOR TO PROVIDE IRRIGATION HEADS WITH

BUILT-IN CHECK VALVES WHERE NECESSARY TO PREVENT LOW HEAD

DRAINAGE.

7. SWING JOINTS - ALL POP-UP HEADS TO BE INSTALLED WITH SWIVEL JOINTS

AND ALL QUICK COUPLING VALVES WITH 1" FULL CIRCLE SWING JOINTS.

SWING AND SWIVEL JOINTS SHALL BE CONSTRUCTED OF A RIGID PVC

ASSEMBLY. FLEXIBLE "FUNNY PIPE" ASSEMBLY OR LIKENESS IS NOT AN

ACCEPTABLE SUBSTITUTION.

8. QUICK COUPLING VALVES - SHALL BE ENCASED IN CONCRETE COLLAR.

CONCRETE SHALL BE CONTAINED WITHIN VALVE BOX. VALVES SHALL BE 1"

DIA. SOLID BRASS OR APPROVED EQUAL.

9. COORDINATION WITH LANDSCAPE CONTRACTOR - COORDINATE INSTALLATION

OF NEW AND EXPANDED BEDS WITH LANDSCAPE CONTRACTOR PRIOR TO

INSTALLATION OF IRRIGATION EQUIPMENT.

10. EXISTING IRRIGATION SYSTEM - DOCUMENT AND PROTECT ELECTRICAL AND

WATER LINES FEEDING ADJACENT IRRIGATION AREAS. REPAIR AND REPLACE

AS REQUIRED ALL EQUIPMENT DAMAGED OR REMOVED DURING

CONSTRUCTION. DOCUMENT REPAIR AND PROVIDE AS-BUILT DRAWING TO

OWNER. SEE SPECIFICATIONS AND DEMOLITION PLAN FOR ADDITIONAL

REQUIREMENTS.

NOTES

SPRAY/ROTOR BODIES AND NOZZLES SHALL BE THE FOLLOWING

RAINBIRD EQUIPMENT:

ROTORS: 20'-25' RADII AND 1.5 GPM FLOW AT 45psi

R - ROTARY HEADS

LEGEND

R - ROTARY SPRAY HEADS

GALLON OUTPUTS ON ARE SHOWN AS APPROXIMATE FOR REFERENCE

ONLY. ADJUST SYSTEM PIPE SIZES FOR GALLON OUTPUTS OF HEADS ON

SHOP DRAWINGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350

Cleveland, OH 44115-1257

216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC PROJECT

NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARCHITECTURE.

13212 Shaker Square Cleveland, Ohio 44120

P. 216.752.1800 F. 216.752.3833

Expand MRI Suite

541-CSI-103

CLEVELAND, OHIO

11/15/2019 KJ MK

C A r c h i c o m p p r j V

A M

R I V

E x p a n d

R I

S u i t e R

S r v t

L-102

SITE IRRIGATION PLAN AND

DETAILS

Scale

4' 8' 16'

1/8" = 1'-0"

SITE IRRIGATION PLAN (ALL PHASE 1)

Revisions: Date:

Landscape Architects & Site Planning

KNIGHT & STOLAR, INC.

3029 Prospect Avenue E

Cleveland, OH 44115-1257

216-391-0910/ (F) 216-391-0920 kslarch.com

AutoCAD SHX Text

QCV

AutoCAD SHX Text

SYMBOL: S7 S1O S12 S15 S17

AutoCAD SHX Text

FLOW @ 30 PSI

AutoCAD SHX Text

RADIUS: 7' 10' 12' 15' 17'

AutoCAD SHX Text .19

AutoCAD SHX Text 1.56

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AutoCAD SHX Text .52

AutoCAD SHX Text .78

AutoCAD SHX Text 1.17

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AutoCAD SHX Text 240%%D

AutoCAD SHX Text 1.04

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AutoCAD SHX Text 270%%D

AutoCAD SHX Text 1.56

AutoCAD SHX Text 1.17

AutoCAD SHX Text

ARC

AutoCAD SHX Text 45%%D

AutoCAD SHX Text 180%%D

AutoCAD SHX Text 120%%D

AutoCAD SHX Text 90%%D

AutoCAD SHX Text .19

AutoCAD SHX Text .78

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AutoCAD SHX Text .39

AutoCAD SHX Text 2.34

AutoCAD SHX Text 1.50

AutoCAD SHX Text 3.0

AutoCAD SHX Text 2.24

AutoCAD SHX Text 1.68

AutoCAD SHX Text 3.50

AutoCAD SHX Text 2.63

AutoCAD SHX Text 4.50

AutoCAD SHX Text 3.38

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FLOW - GPM

AutoCAD SHX Text .28

AutoCAD SHX Text 1.12

AutoCAD SHX Text .75

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AutoCAD SHX Text .44

AutoCAD SHX Text 1.75

AutoCAD SHX Text 1.17

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AutoCAD SHX Text 2.25

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AutoCAD SHX Text 1.13

AutoCAD SHX Text

2" MAIN

AutoCAD SHX Text

AutoCAD SHX Text ROTORS: FLOW AT 45psi KEY R = 1.5 GPM NOZZLE

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text S

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AutoCAD SHX Text A

AutoCAD SHX Text N

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AutoCAD SHX Text 8900661

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AutoCAD SHX Text

JANKOWSKI

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AutoCAD SHX Text C

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AutoCAD SHX Text T

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AutoCAD SHX Text O

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AutoCAD SHX Text

CALL O.U.P.S. 1-800-362-2764

AutoCAD SHX Text

AREAS WITH PROPER UTILITY COMPANY OR MUNICIPAL AUTHORITY.

AutoCAD SHX Text

DUCTS. CONTRACTOR SHALL INFORM AND COORDINATE WORK IN SUCH

AutoCAD SHX Text

OPERATIONS IN VICINITY OF UNDERGROUND PIPES, CABLES AND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Final Construction Documents

FULLY SPRINKLERED

Louis Stokes Cleveland VA Medical

Center

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consulting Engineers

BARBER & HOFFMAN, INC.

2217 East 9th Street, Suite 350

Cleveland, OH 44115-1257

216-875-0100/ (F) 216-875-0111 barberhoffman.com

DESIGN AND CONSTRUCTION DOCUMENTS AS

INSTRUMENTS OF SERVICE ARE GIVEN IN

CONFIDENCE AND REMAIN THE PROPERTY OF

PERSPECTUS ARCHITECTURE. THE USE OF THIS

DESIGN AND THESE CONSTRUCTION DOCUMENTS

FOR PURPOSES OTHER THAN THE SPECIFIC PROJECT

NAMED HEREIN IS STRICTLY PROHIBITED WITHOUT THE

EXPRESSED WRITTEN CONSENT OF PERSPECTUS

ARC…

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 Aug 19, 2020.