36C25018B0295-002.pdf

PDF 7 MB Posted Feb 23, 2018

Attached to: Fisher House Site Preparation Federal contract opportunity
Solicitation number: 36C25018B0295
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

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36C25018B0295 Drawings - Part 1.pdf

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36C25018B0295-00002002.pdf	PDF	Mar 2, 2018
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36C25018B0295-00002000.docx	DOCX document	Mar 2, 2018
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36C25018B0295-001.docx	DOCX document	Feb 23, 2018
36C25018B0295-003.pdf	PDF	Feb 23, 2018
36C25018B0295-004.pdf	PDF	Feb 23, 2018
36C25018B0295-000.docx	DOCX document	Jan 18, 2018

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SITE LOCATION AERIAL

NTS

NORTH

PROJECT SITE

TITLE SHEET & DRAWING

INDEX

10701 EAST BLVD. CLEVELAND, OH. 44106

DEPARTMENT OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION PROJECT

DRAWING INDEX

PROJECT NO. 541-372

GI-1 TITLE SHEET & DRAWING INDEX

CIVIL

GS-0 EXISTING SITE SURVEY PLAN

GS-1 SYMBOL LEGEND AND GENERAL NOTES

GS-2 SITE CLEARING PLAN - PHASE I

GS-3 SITE UTILITY PLAN - PHASE I

GS-4 SITE PAVING PLAN - PHASE 2

GS-5 DETAILS

GS-6 DETAILS

GS-7 DETAILS

ELECTRICAL

ES-0 ELECTRICAL SYMBOL LEGEND, GENERAL NOTES, AND DETAILS

ES-1 PHASE I DEMOLITION - SITE PLAN - ELECTRICAL

ES-2 PHASE I NEW WORK - SITE PLAN - ELECTRICAL

ES-3 PHASE 2 NEW WORK - SITE PLAN - ELECTRICAL

100% CD'S Submission

1.24.18

Revisions: Date

65% CD'S SUBMISSION

1.24.18 CJK DAK

11.20.17

GI-1

ENLARGED

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT:

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

Stanley J. Kaczmar, License #4988

Expiration Date: 12/31/2017

DEPT. OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION

PROJECT

E. 105TH ST. & ORVILLE AVE.

CLEVELAND, OHIO

541-372

N/A

CIVIL/ELECTRICAL ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

CLEVELAND VA

MEDICAL CENTER

Cleveland Veterans Affairs

Medical Center

Fisher House

Foundation, Inc.

95% CD'S SUBMISSION 12.22.17

CONSTRUCTION PHASING DURATION:

THE PROJECT SHALL BE DIVIDED INTO TWO (2) MAIN CONSTRUCTION PHASES, WITH PHASE I OCCURRING BEFORE THE FISHER HOUSE BUILDINGS

CONSTRUCTION AND PHASE II OCCURRING AFTER THE FISHER HOUSE BUILDINGS CONSTRUCTION.

PHASING DURATION DURING THE CONSTRUCTION PERIOD SHOULD BE AS FOLLOWS:

CONSTRUCTION PHASE I

i. INSTALL TEMPORARY CHAIN LINK FENCE ENCLOSING PROPERTY: NO LATER THAN 10 DAYS AFTER NOTICE TO PROCEED

ii. PRE-CONSTRUCTION/PROJECT SUBMITTALS/OBTAIN CITY PERMITS: 20 DAYS AFTER NOTICE TO PROCEED

iii. PHASE I CONSTRUCTION: 60 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

--> INTERMEDIATE PHASE I TASK TO COMPLETE NEW WATER LINE NO LATER THAN 15 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

CONNECTION TO STREET

FISHER HOUSE CONSTRUCTION PHASE SUBSTANTIAL COMPLETION (N.I.C.): 300 DAYS AFTER COMPLETION OF PHASE I

CONSTRUCTION PHASE II

i. PHASE II CONSTRUCTION: 45 DAYS AFTER FISHER HOUSE SUBSTANTIAL COMPLETION

TOTAL PROJECT TIMEFRAME: 435 DAYS (INCLUDING FISHER HOUSE CONSTRUCTION)

100% CD'S SUBMISSION 1.24.18

L O

LOT 77

H W

A D E E

T A

L R

E -S

U B D

V O L P G C

C C M

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date

01.24.18

11.20.17

12.22.17

01/24/18

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

DEPT. OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION

PROJECT

E. 105TH ST. & ORVILLE AVE.

CLEVELAND, OHIO

541-372

N/A

CIVIL/ELECTRICAL ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

65% CD'S SUBMISSION

95% CD'S SUBMISSION

01.24.18

100% CD'S SUBMISSION

EXISTING SITE SURVEY

PEK KMN

GS-0

EXISTING SITE SURVEY

Mc Steen & Associates

L A N D S U R V E Y O R S 1415 East 286th Street Wickliffe, OH 44092

440.585.9800 Fax 440.585.9802 www.mcsteen.com

US,P.C.

OHIO

Utilities Protection service Call Before You Dig

TOLL FREE

(800) 362-2764

CONSTRUCTION PHASING DURATION

THE PROJECT SHALL BE DIVIDED INTO TWO (2) MAIN CONSTRUCTION PHASES, WITH PHASE I OCCURRING BEFORE THE FISHER HOUSE BUILDINGS

CONSTRUCTION AND PHASE II OCCURRING AFTER THE FISHER HOUSE BUILDINGS CONSTRUCTION.

PHASING DURATION DURING THE CONSTRUCTION PERIOD SHOULD BE AS FOLLOWS:

CONSTRUCTION PHASE I

i. INSTALL TEMPORARY CHAIN LINK FENCE ENCLOSING PROPERTY: NO LATER THAN 10 DAYS AFTER NOTICE TO PROCEED

ii. PRE-CONSTRUCTION/PROJECT SUBMITTALS/OBTAIN CITY PERMITS : 20 DAYS AFTER NOTICE TO PROCEED

iii. PHASE I CONSTRUCTION: 60 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

--> INTERMEDIATE PHASE I TASK TO COMPLETE NEW WATER LINE NO LATER THAN 15 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

CONNECTION TO STREET

FISHER HOUSE CONSTRUCTION PHASE SUBSTANTIAL COMPLETION (N.I.C.): 300 DAYS AFTER COMPLETION OF PHASE I

CONSTRUCTION PHASE II

i. PHASE II CONSTRUCTION: 45 DAYS AFTER FISHER HOUSE SUBSTANTIAL COMPLETION

TOTAL PROJECT TIMEFRAME: 435 DAYS (INCLUDING FISHER HOUSE CONSTRUCTION)

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EAST 105TH STREET (60')

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103.07' CALC. & USED CALC. & USED 103.06' REC.

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199.91' REC. 200.07' CALC. & USED200.07' CALC. & USEDCALC. & USED

AutoCAD SHX Text S 00°49'34" E

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102.98' CALC. & USED CALC. & USED 103.07' REC.

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49.98' REC. 50.05' CALC. CALC. & USED

AutoCAD SHX Text N 00°41'18" W

AutoCAD SHX Text S 88°56'13" E

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49.96' CALC. & USED & USED

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190.17' CALC. & USED

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ADJACENT DWELLING

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ADJACENT BUILDING

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217.08' CALC.

AutoCAD SHX Text S 00°50'18" E

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125.07' CALC.

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1461.58' CALC.

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780.94' CALC.

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PROJECT BENCH MARK TOP OF HYDRANT ELEVATION: 646.65'

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5/8" IRON PIN W/ CAP "D.G.L. 7883" FND. & USED

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5/8" IRON PIN FND. & USED FOR R/W

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PPN 120-06-008 YVONNE WILSON AFN 201508140998 C.C.R.

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PPN 120-06-047 US BANK NATIONAL ASSOCIATION, AS TRUSTEE AFN 201701190168 C.C.R.

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PPN 120-06-071 MARY ANNE THOMAS AFN 200201080990 C.C.R.

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PPN 120-06-070 MARY ANNE THOMAS DEED VOL. 90653, PG 51 C.C.R.

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PPN 120-06-069 MICHELLE LYNN JOHNSON RICE AFN 201506300673 C.C.R.

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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8" TREE

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8" TREE

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8" TREE

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8" TREE

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12" TREE

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8" TREE

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12" TREE

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24" TREE

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12" TREE

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10" TREE

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8" TREE

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15" TREE

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10" TREE

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12" TREE

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18" TREE

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24" TREE

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15" TREE

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24" TREE

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24" TREE

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24" OAK

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18" OAK

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36" OAK

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24" OAK

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15" MAPLE

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10" MAPLE

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30" OAK

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6"MAPLE

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36" MAPLE

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EX. CATCH INLET BASIN CLOGGED RIM 643.61

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EX. CATCH INLET BASIN CLOGGED RIM 643.69

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EX. CATCH INLET BASIN CLOGGED RIM 643.40

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EX. CATCH INLET BASIN CLOGGED RIM 643.47

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EX. COMBINATION MH RIM 645.55 BOTTOM 634.57 FULL OF WATER

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EX. CATCH INLET BASIN CLOGGED RIM 645.72

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5/8" IRON PIN BENT N.W. FND. & USED

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EX. 6" WATER LINE

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6" WATER LINE

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EX. 6" WATER LINE

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EX. 12' SLUDGE LINE

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EX. 8" WATER LINE

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EX. 8" WATER LINE

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EX. 8" WATER LINE

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EX. 30" WATER MAIN

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EX. 30" WATER MAIN

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EX. GAS LINE

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EX. GAS LINE

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CONCRETE WALK

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CONCRETE WALK

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EX. GAS LINE

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EX. GAS LINE

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5/8" IRON PIN W/ CAP "D.G.L. 7883" FND. & USED

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CONCRETE WALK

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159.96' CALC. & USED 160.00' REC.CALC. & USED 160.00' REC.

AutoCAD SHX Text N 88°56'11" E

AutoCAD SHX Text S 00°54'57" E

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144.93' REC. 144.81' CALC. & USED144.81' CALC. & USEDCALC. & USED

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5/8" IRON PIN W/ CAP "D.G.L. 7883" FND. & USED

AutoCAD SHX Text EX. COMBINATION MH RIM 646.43 18" INV. (NW) 635.14 27" INV. (W) 632.83 21" INV. (E) 632.83

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PROJECT BENCH MARK TOP OF HYDRANT ELEVATION: 651.06'

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CONCRETE WALK

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ADJACENT GARAGE

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ASPHALT PAVEMENT

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781.04' CALC.

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5/8" IRON PIN W/ CAP "D.G.L. 7883" FND. & USED

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5/8" IRON PIN BENT WEST FND. & USED FOR R/W N. 0.1'

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EX. GAS LINE

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103.06' CALC.

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S 88°56'13" W 1652.03' CALC.

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30.00' USED

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EX. COMBINATION MH RIM 648.99 27" INV. (W) 637.47 27" INV. (E) 637.47

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EX. NO. 4 COMBINATION SEWER

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EX. 18" COMBINATION SEWER

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30.00' USED

AutoCAD SHX Text S00°05'18"E

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STN. W/ DRILL HOLE IN MON. BOX FND. & USED FOR C/L

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MASONRY NAIL IN WALK FND.

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N 88°56'11" E (USED AS BASIS OF BEARINGS) 1651.50' CALC.

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EX. GAS LINE

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AutoCAD SHX Text EX. COMBINATION MH RIM 643.76 12" INV. (NW) 633.56 33" INV. (W) 630.41 27" INV. (E) 630.41 12" INV. (SE) 633.65

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EX. COMBINATION MH RIM 643.54 42" INV. (S) 629.24 21" INV. (N) 630.08

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159.92' CALC.

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EX. NO. 2 COMBINATION SEWER

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18" TREE

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18" TREE

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24" TREE

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24" TREE

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12" TREE

AutoCAD SHX Text S 00°50'32" E

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54.98' REC. 55.09' CALC. CALC. & USED

AutoCAD SHX Text S 88°52'08" W

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29.97' CALC. CALC. & USED 30.10' REC.

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5/8" IRON PIN W/ CAP "D.G.L. 7883" FND. & USED

AutoCAD SHX Text PPN 264-08-037 JOHN W. COMERFORD, JR. & KATHLEEN COMERFORD VOL. 89-5690, PG. 49 C. C. R.

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190.12' REC. 190.30' 190.30' CALC. & USED

AutoCAD SHX Text S 88°54'31" W

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EX. COMBINATION MH "SLUDGE" RIM 646.62 12" INV. 639.76

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EX. GAS LINEGAS LINE

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AutoCAD SHX Text EX. COMBINATION MH RIM 646.12 33" INV. (W) 635.25 6" INV. (NE) 637.02 27" INV. (E) 43525

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190.09' CALC.

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EX. 6" WATER LINE6" WATER LINE

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EX. 15" COMBINATION SEWER

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459.90' CALC.

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LEE AVENUE (60')

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CHISELED 'X' IN CONCRETE FND. & USED FOR R/W E. 0.1'

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ORVILLE AVENUE (60')

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STN. W/ DRILL HOLE IN MON. BOX FND. & USED FOR C/L

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S 88°56'13" W 1652.03' CALC.

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S 88°56'13" W 1652.03' CALC.

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349.86' REC. 349.94' CALC. & USED 349.94' CALC. & USEDCALC. & USED

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24" MAPLE

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EOI

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(AATFI)

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UNK.

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(AATFI)

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EOI

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EOI

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EOI

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EOI

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(AATFI)

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"SUE" LIMITS

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"SUE" LIMITS

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"SUE" LIMITS

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EOI

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(AATFI)

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AutoCAD SHX Text three inches = one foot

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AutoCAD SHX Text one and one half inches = one foot

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VA FORM 08-6231

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DATE

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SIGNATURE

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NOBLE

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AutoCAD SHX Text TOPOGRAPHIC SURVEY for EAST 105TH STREET Known as being Lots 76, 78 through 81, 146 and part of 82 through 84, in the J.H. Wade ET AL Re-Subdivision, now situated in the CITY OF CLEVELAND COUNTY OF CUYAHOGA - STATE OF OHIO

AutoCAD SHX Text & Associates Associates

AutoCAD SHX Text ADAM TREAT REG. PROF. SURV. No. 8058

AutoCAD SHX Text adamt@mcsteen.com Job No.: 17-032 Field Date: March 30, 2017 Survey Date: May 11, 2017

AutoCAD SHX Text This survey is a boundary survey prepared in accordance with Chapter 4733-37, Ohio Administrative Code. The basis of bearings for this survey is North 88°-56'-11" East as the centerline of Orville Avenue, as evidenced by monuments found, and is the same bearing as found in ALTA/NSPS survey performed by DGL Consulting Engineers, LLC. on May 18, 2015. Signed by Peter J. Segaard, P.S. No. 7883. Distances are given in feet and decimal parts thereof. All iron pins shown as set are 30" long 5/8" rebar with an identification cap stamped "McSTEEN CA 96-026".

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GRAPHIC SCALE

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1 INCH = 30 FEET

AutoCAD SHX Text denotes rebar found as noted denotes stone monument with drill hole found as noted denotes empty monument box found as noted denotes P-K (masonry) nail found as noted denotes chiseled 'x' in concrete found as noted

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LEGEND

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UTILITY POLE

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UTILITY POLE/LIGHT

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LIGHT POLE

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WATER VALVE

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WATER METER

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GAS VALVE

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INLET BASIN

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STORM MANHOLE

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HYDRANT

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TELEPHONE MANHOLE

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ELECTRIC MANHOLE

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MONITORING WELL

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POST

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ASPHALT PAVEMENT

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CONCRETE PAVEMENT

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OVERHEAD UTILITY WIRES

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CHAIN LINK FENCE

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WOOD FENCE

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VENT PIPE

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VINYL FENCE

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WATER LINES

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GAS LINES

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COMBINATION SEWER LINES

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COMBINATION MANHOLE

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SANITARY MANHOLE

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CTV CATV

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NAC NO ASSOCIATED CABLE FOUND FROM STRUCTURE TO

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ANY OTHER UTILITY OR STRUCTURE.

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ANY OTHER UTILITY OR STRUCTURE.

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NAP NO ASSOCIATED PIPING FOUND FROM STRUCTURE TO

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INFORMATION WAS OBTAINED.

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(DATFI) DEPICTED ACCORDING TO FIELD INSPECTION, NO ELECTRONIC

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GTS GAS TEST STATION

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SHOWN ON PLAN SHEETS.

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UTILITY RECORDS, AND HAS NOT BEEN VERIFIED.

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FIELD DESIGNATING LIMITS AND NOT ENDPOINTS OF UTILITIES.

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OF UTILITY INFORMATION THAT IS DEPICTED ACCORDING TO RECORDS.

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UNLESS OTHERWISE NOTED, UTILITY LINE LIMITS DEPICTED REPRESENT

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TRAFFIC CONTROL SENSORS IN PAVING ARE NOT SHOWN HEREON.

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UTILITY DEPTH AND SIZE INFORMATION IS UNAVAILABLE UNLESS OTHERWISE

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DEPTH AND SIZE INFORMATION SHOWN HEREON IS TAKEN FROM AVAILABLE

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RECORDS. SUCH INFORMATION MAY NOT BE ACCURATE OR RELIABLE. SO-DEEP

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UTILITY INFORMATION LABELED "QL-C" OR "QL-D" IS DERIVED FROM FURNISHED

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EXPRESSLY DISCLAIMS RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY

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EORI END OF RECORD INFORMATION

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(AATFI) ABANDONED ACCORDING TO FIELD INSPECTION

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(AATUR) ABANDONED ACCORDING TO UTILITY RECORDS

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(FO) FIBER OPTIC

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UTILITY END POINT

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UNK

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SAN

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ABBREVIATIONS:

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UTILITY OWNERS

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LIGHT POLE

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TELE. POLE

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SANITARY

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(QL-_)

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UNKNOWN

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(OBF) AT&T - OHIO

AutoCAD SHX Text Cleveland, Ohio 44111

AutoCAD SHX Text 216-476-6132

AutoCAD SHX Text ATTN: Irene Gurchensky

AutoCAD SHX Text 13630 lorain avenue, 2nd floor

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ASSOCIATED UTILITY STRUCTURES. NO ELECTRONIC INFORMATION

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(QL-C) DEPICTED ACCORDING TO RECORD INFORMATION AND EXISTING

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SIZE INFORMATION SHOWN HEREON IS TAKEN FROM AVAILABLE

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LEVEL "B" UNLESS OTHERWISE NOTED.

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ALL UTILITY INFORMATION HEREON IS DEPICTED TO QUALITY

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(QL-D) DEPICTED ACCORDING TO RECORD INFORMATION. NO ELECTRONIC

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WAS OBTAINED.

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UTILITY RECORDS.

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INFORMATION WAS OBTAINED.

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SIGNAL POLE

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POWER LIGHT POLE

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LINE MARKER

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LINE VENT

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VAULT

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TEST HOLE

AutoCAD SHX Text ig9467@att.com

AutoCAD SHX Text (EOA) Dominion East Ohio

AutoCAD SHX Text Akron, Ohio 44333

AutoCAD SHX Text ATTN: Natalie G Gravelsins

AutoCAD SHX Text 320 Springside Drive, Suite 320

AutoCAD SHX Text Natalie.G.Gravelsins@dom.com

AutoCAD SHX Text (CWDP) City of Cleveland Water Dept.

AutoCAD SHX Text Cleveland, Ohio 44114

AutoCAD SHX Text 410-712-0202

AutoCAD SHX Text ATTN: Jason Wedding

AutoCAD SHX Text 1201 Lakeside Avenue

AutoCAD SHX Text jwedding@occls.com

AutoCAD SHX Text The Subsurface

AutoCAD SHX Text Utility Engineering

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449 MUNROE FALLS ROAD

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(330) 794-4455

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TALLMADGE, OH 44278

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1. Subsurface Utility locations performed by So-Deep within the property.Subsurface Utility locations performed by So-Deep within the property.

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MISCELLANEOUS NOTES

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UTILITY LEGEND

AutoCAD SHX Text City of Cleveland Public Works

AutoCAD SHX Text Cleveland, Ohio 44114

AutoCAD SHX Text 216-664-2485

AutoCAD SHX Text ATTN: Michael E. Cox

AutoCAD SHX Text 500 Lakeside Drive

AutoCAD SHX Text City of Cleveland Water Pollution Control

AutoCAD SHX Text Cleveland, Ohio 44108

AutoCAD SHX Text ATTN: Rachid Zoghaib, Commissioner

AutoCAD SHX Text 12302 Kirby Avenue

AutoCAD SHX Text 216-664-2513

AutoCAD SHX Text City of Cleveland Division of Fire

AutoCAD SHX Text Cleveland, Ohio 44114

AutoCAD SHX Text 216-664-6800

AutoCAD SHX Text ATTN: Lt. Douglas Veselsky

AutoCAD SHX Text 1645 Superior Avenue, East

AutoCAD SHX Text dveselsky@city.cleveland.oh.us

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date

01.24.18

11.20.17

12.22.17

01/24/18

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

DEPT. OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION

PROJECT

E. 105TH ST. & ORVILLE AVE.

CLEVELAND, OHIO

541-372

N/A

CIVIL/ELECTRICAL ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

65% CD'S SUBMISSION

95% CD'S SUBMISSION

01.24.18

100% CD'S SUBMISSION

CONSTRUCTION NOTES SITE ABBREVIATIONSSITE SYMBOLS

PEK KMN

GS-1

SYMBOL LEGEND/ GENERAL

NOTES

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AutoCAD SHX Text one half inch = one foot

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VA FORM 08-6231

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DATE

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SIGNATURE

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NOBLE

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AutoCAD SHX Text E-56746

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AutoCAD SHX Text 200'

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PLAN

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SCALE

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SAN

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RCP

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CATV

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CCTV

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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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CONCRETE SECTION

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ASPHALT, SECTION

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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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SITE SYMBOLS - CONCRETE/MASONRY

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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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date

01.24.18

11.20.17

12.22.17

01/24/18

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

DEPT. OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION

PROJECT

E. 105TH ST. & ORVILLE AVE.

CLEVELAND, OHIO

541-372

N/A

CIVIL/ELECTRICAL ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

65% CD'S SUBMISSION

95% CD'S SUBMISSION

01.24.18

100% CD'S SUBMISSION

SITE CLEARING PLAN - PHASE 1

PEK KMN

GS-2

SITE CLEARING PLAN -

PHASE 1

CONSTRUCTION PHASING DURATION

THE PROJECT SHALL BE DIVIDED INTO TWO (2) MAIN CONSTRUCTION PHASES, WITH PHASE I OCCURRING BEFORE THE FISHER HOUSE BUILDINGS

CONSTRUCTION AND PHASE II OCCURRING AFTER THE FISHER HOUSE BUILDINGS CONSTRUCTION.

PHASING DURATION DURING THE CONSTRUCTION PERIOD SHOULD BE AS FOLLOWS:

CONSTRUCTION PHASE I

i. INSTALL TEMPORARY CHAIN LINK FENCE ENCLOSING PROPERTY: NO LATER THAN 10 DAYS AFTER NOTICE TO PROCEED

ii. PRE-CONSTRUCTION/PROJECT SUBMITTALS/OBTAIN CITY PERMITS : 20 DAYS AFTER NOTICE TO PROCEED

iii. PHASE I CONSTRUCTION: 60 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

--> INTERMEDIATE PHASE I TASK TO COMPLETE NEW WATER LINE NO LATER THAN 15 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

CONNECTION TO STREET

FISHER HOUSE CONSTRUCTION PHASE SUBSTANTIAL COMPLETION (N.I.C.): 300 DAYS AFTER COMPLETION OF PHASE I

CONSTRUCTION PHASE II

i. PHASE II CONSTRUCTION: 45 DAYS AFTER FISHER HOUSE SUBSTANTIAL COMPLETION

TOTAL PROJECT TIMEFRAME: 435 DAYS (INCLUDING FISHER HOUSE CONSTRUCTION)

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EAST 105TH STREET (60')

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ADJACENT DWELLING

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ADJACENT BUILDING

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217.08' CALC.

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PROJECT BENCH MARK TOP OF HYDRANT ELEVATION: 646.65'

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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ASPHALT PAVEMENT

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8" TREE

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8" TREE

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8" TREE

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8" TREE

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12" TREE

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24" TREE

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12" TREE

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10" TREE

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8" TREE

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15" TREE

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10" TREE

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12" TREE

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18" TREE

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24" TREE

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24" TREE

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24" OAK

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18" OAK

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36" OAK

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24" OAK

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15" MAPLE

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10" MAPLE

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30" OAK

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6"MAPLE

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36" MAPLE

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EX. CATCH INLET BASIN CLOGGED RIM 643.61

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EX. CATCH INLET BASIN CLOGGED RIM 643.69

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EX. CATCH INLET BASIN CLOGGED RIM 643.40

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EX. CATCH INLET BASIN CLOGGED RIM 643.47

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EX. COMBINATION MH RIM 645.55 BOTTOM 634.57 FULL OF WATER

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EX. CATCH INLET BASIN CLOGGED RIM 645.72

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EX. 6" WATER LINE

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6" WATER LINE

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EX. 6" WATER LINE

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EX. 12' SLUDGE LINE

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EX. 8" WATER LINE

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EX. 8" WATER LINE

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EX. 8" WATER LINE

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EX. 30" WATER MAIN

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EX. 30" WATER MAIN

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EX. GAS LINE

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EX. GAS LINE

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CONCRETE WALK

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CONCRETE WALK

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EX. GAS LINE

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EX. GAS LINE

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CONCRETE WALK

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PROJECT BENCH MARK TOP OF HYDRANT ELEVATION: 651.06'

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CONCRETE WALK

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ADJACENT GARAGE

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ASPHALT PAVEMENT

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EX. GAS LINE

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EX. COMBINATION MH RIM 648.99 27" INV. (W) 637.47 27" INV. (E) 637.47

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EX. NO. 4 COMBINATION SEWER

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EX. 18" COMBINATION SEWER

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EX. GAS LINE

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AutoCAD SHX Text EX. COMBINATION MH RIM 643.76 12" INV. (NW) 633.56 33" INV. (W) 630.41 27" INV. (E) 630.41 12" INV. (SE) 633.65

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EX. COMBINATION MH RIM 643.54 42" INV. (S) 629.24 21" INV. (N) 630.08

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EX. NO. 2 COMBINATION SEWER

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18" TREE

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18" TREE

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24" TREE

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24" TREE

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12" TREE

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EX. COMBINATION MH "SLUDGE" RIM 646.62 12" INV. 639.76

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EX. GAS LINEGAS LINE

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AutoCAD SHX Text EX. COMBINATION MH RIM 646.12 33" INV. (W) 635.25 6" INV. (NE) 637.02 27" INV. (E) 43525

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EX. 6" WATER LINE6" WATER LINE

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EX. 15" COMBINATION SEWER

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LEE AVENUE (60')

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CHISELED 'X' IN CONCRETE FND. & USED FOR R/W E. 0.1'

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ORVILLE AVENUE (60')

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24" MAPLE

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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 PROTECT ALL OFFSITE STRUCTURES THROUGHOUT CONSTRUCTION. 7. THE SITE SURVEY AND FIELD MARKINGS SHOW THE LOCATION OF SEVERAL EXISTING WATER AND SEWER LATERALS WITHIN THE SIDEWALK LIMITS ALONG EAST 105TH STREET. UNLESS NOTED OTHERWISE, THESE LATERALS ARE TO REMAIN AND ARE TO BE PROTECTED DURING CONSTRUCTION. 8. SIDEWALK REPLACEMENT WORK IS TO BE COMPLETED UNDER PHASE II. SEE SHEET GS-4 FOR ADDITIONAL INFORMATION. 9. STRIPPING OF TOPSOIL AND GRUBBING OF SITE WILL BE COMPLETED UNDER FUTURE WORK BY OTHERS. THIS CONTRACTOR IS RESPONSIBLE FOR COMPLETELY REMOVING ONSITE TREES AS NOTED. 10. COORDINATE WITH FISHER HOUSE CONSTRUCTION CONTRACTOR AS REQUIRED BY THE VA COR TO CONFIRM LOCATIONS FOR STAGING, SITE ACCESS, AND SITE UTILITY LOCATIONS FOR THE 2 NEW FISHER HOUSES.

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1. ALONG THE PROPERTY FRONTAGE ON EAST 105TH STREET, COMPLETELY REMOVE EXISTING CONCRETE SIDEWALK, CURBING, AND DRIVE APRONS. SAW CUT STREET PAVEMENT AT BASE OF CURB TO FULL DEPTH PRIOR TO ITS REMOVAL. PROTECT EXISTING UTILITIES UNDER SIDEWALK. NEW CURBING AND SIDEWALKS ARE TO BE INSTALLED UNDER PHASE II IN THE SAME LOCATION AND ELEVATIONS AS THE EXISTING CONDITIONS. THE CONTRACTOR IS RESPONSIBLE FOR DOCUMENTING THE EXISTING CURBING AND SIDEWALK LOCATIONS AND ELEVATIONS PRIOR TO ITS REMOVAL 2. LIMITS OF SIDEWALK REMOVAL AND REPLACEMENT. PROVIDE SIDEWALK CLOSURE SIGNAGE TO DIRECT PEDESTRIANS TO THE OTHER SIDE OF THE STREET BETWEEN ORVILLE AVENUE AND LEE AVENUE. 3. LIMITS OF SIDEWALK REMOVAL AND REPLACEMENT. PROVIDE SIDEWALK CLOSURE SIGNAGE TO DIRECT PEDESTRIANS TO THE OTHER SIDE OF THE STREET. 4. REMOVE EXISTING ONSITE ASPHALT PAVEMENT SECTION. APPROXIMATELY 100 SF. 5. EXISTING STORM STRUCTURE TO REMAIN. CLEAN OUT AT THE END OF CONSTRUCTION. 6. EXISTING TREE TO BE COMPLETELY REMOVED. 7. EXISTING CHAIN LINK FENCE TO BE COMPLETELY REMOVED, INCLUDING SUPPORTS. 8. EXISTING GUARDRAIL TO BE COMPLETELY REMOVED. 9. EXISTING TREE TO REMAIN. PROTECT DURING CONSTRUCTION. 10. EXISTING CHAIN LINK FENCE (OFFSITE) IS TO REMAIN. 11. EXISTING DRIVEWAY APRON IS TO BE REMOVED. 12. REMOVE ALL TREES / SHRUBS / BUSHES IN THIS AREA. 13. REMOVE 3 (THREE) CONCRETE BLOCKS AROUND TREE. 14. EXISTING MONITORING WELL TO REMAIN. PROTECT DURING CONSTRUCTION. 15. EXISTING WATER LATERAL IS TO BE COMPLETED REMOVED BACK TO VALVE AND CAPPED IN ACCORDANCE WITH THE CITY OF CLEVELAND WATER DEPARTMENT STANDARDS. 16. EXISTING GAS LATERAL IS TO BE COMPLETED REMOVED BACK TO THE RIGHT OF WAY AND CAPPED IN ACCORDANCE WITH THE GAS COMPANY STANDARDS. 17. EXISTING SIDEWALK / DRIVE APRON SHOWN IN HATCHED TO BE REMOVED. 18. INSTALL TEMPORARY RENTAL CHAIN LINK CONSTRUCTION FENCING PER DETAIL ON SHEET GS-7 AROUND THE PERIMETER OF THE PROPERTY. INSTALL WITH CONSTRUCTION GATES ON LEE AVENUE, ORVILLE AVENUE, AND EAST 105TH STREET. FENCING SYSTEM SHALL BE INSTALLED WITHIN 10 (TEN) DAYS OF NTP OF CONTRACT. CONTRACTOR SHALL TRANSFER COST OF THE FENCING SYSTEM RENTAL TO THE FISHER HOUSE CONSTRUCTION TEAM AT THE COMPLETION OF THE PHASE 1 WORK NOTED ON THESE PLANS. 19. EXISTING FISHER HOUSE SIGN IS TO BE REMOVED AND RELOCATED OUTSIDE OF THE NEW CONSTRUCTION FENCING TO A LOCATION DETERMINED BY THE VA COR. 20. EXISTING OFFSITE CHAIN LINK FENCING ALONG DRIVEWAY IS TO REMAIN. PROTECT DURING CONSTRUCTION. 21. EXISTING ONSITE WOOD SLAT FENCE TO BE REMOVED. 22. EXISTING OFFSITE BUILDING TO REMAIN. PROTECT DURING CONSTRUCTION. 23. EXISTING ASPHALT PAVEMENT ON ADJACENT PROPERTY TO REMAIN. 24. MATCH LIMITS OF SIDEWALK REMOVAL AND REPLACEMENT WITH THE PROPERTY LINE LOCATION. 25. EXISTING WOOD SLAT FENCE LOCATED ON THE PROPERTY LINE IS TO REMAIN.

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VA FORM 08-6231

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FUTURE BUILDING

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CONSTRUCTION NOTES

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GENERAL NOTES

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: ARCHITECT/ENGINEERS:

Revisions: Date

01.24.18

11.20.17

12.22.17

01/24/18

Office of

Construction and Facilities

Management

1468 WEST 9TH STREET #400 CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

DEPT. OF VETERANS AFFAIRS

FISHER HOUSE SITE PREPARATION

PROJECT

E. 105TH ST. & ORVILLE AVE.

CLEVELAND, OHIO

541-372

N/A

CIVIL/ELECTRICAL ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY. UNIONTOWN, OH 44685

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE. CLEVELAND, OH 44111

P. 440.667.5120

65% CD'S SUBMISSION

95% CD'S SUBMISSION

01.24.18

100% CD'S SUBMISSION

SITE UTILITY PLAN - PHASE 1

PEK KMN

GS-3

SITE UTILITY PLAN -

PHASE 1

CONSTRUCTION PHASING DURATION

THE PROJECT SHALL BE DIVIDED INTO TWO (2) MAIN CONSTRUCTION PHASES, WITH PHASE I OCCURRING BEFORE THE FISHER HOUSE BUILDINGS

CONSTRUCTION AND PHASE II OCCURRING AFTER THE FISHER HOUSE BUILDINGS CONSTRUCTION.

PHASING DURATION DURING THE CONSTRUCTION PERIOD SHOULD BE AS FOLLOWS:

CONSTRUCTION PHASE I

i. INSTALL TEMPORARY CHAIN LINK FENCE ENCLOSING PROPERTY: NO LATER THAN 10 DAYS AFTER NOTICE TO PROCEED

ii. PRE-CONSTRUCTION/PROJECT SUBMITTALS/OBTAIN CITY PERMITS : 20 DAYS AFTER NOTICE TO PROCEED

iii. PHASE I CONSTRUCTION: 60 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

--> INTERMEDIATE PHASE I TASK TO COMPLETE NEW WATER LINE NO LATER THAN 15 DAYS AFTER PRE-CONSTRUCTION/SUBMITTALS

CONNECTION TO STREET

FISHER HOUSE CONSTRUCTION PHASE SUBSTANTIAL COMPLETION (N.I.C.): 300 DAYS AFTER COMPLETION OF PHASE I

CONSTRUCTION PHASE II

i. PHASE II CONSTRUCTION: 45 DAYS AFTER FISHER HOUSE SUBSTANTIAL COMPLETION

TOTAL PROJECT TIMEFRAME: 435 DAYS (INCLUDING FISHER HOUSE CONSTRUCTION)

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