Housing Authority of the City of Perth Amboy › ESW › Files › PA Sidewalk... · Housing Authority of the City of Perth Amboy 881 AMBOY AVENUE, P.O. BOX 390, PERTH AMBOY, NJ 08862

Housing Authority of the City of Perth Amboy 881 AMBOY AVENUE, P.O. BOX 390, PERTH AMBOY, NJ 08862

TELEPHONE: (732) 826-3110

FAX: (732) 826-3111

EDNA DOROTHY CARTY-DANIEL, Chairperson DOUGLAS G. DZEMA, P.H.M.

DAVID BENYOLA, Vice-Chairman Executive Director

REVEREND GREGORY PABON

MIGUEL A. AROCHO

SHIRLEY JONES

PASTOR BERNADETTE FALCON-LOPEZ EDWARD TESTINO

JOHN C. ANAGNOSITS Counsel

February 27, 2019

REQUEST FOR PROPOSALS

for

Sidewalk and Curb Replacements at Dunlap Homes

PERTH AMBOY, NEW JERSEY

Proposals due by 2:00 p.m. on Tuesday, March 26, 2019

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PA Sidewalk Replacements RFP 2019

CONTENTS

Introduction / Scope of Work.…………………..………………………..…………………….... 3

Qualifications……………………………………………………………………………………. 3

Pre-Bid Meeting…………………………………………………………………………………. 3

Bonding Requirements………………………………………………………………………….. 3

Proposal Submission……………………………………………………………………………… 3-4

Public Notice………..……………………………………………………………………………. 4

General Conditions for Construction Contracts, form HUD-5370-EZ………………………….. 5-11

Form of Contract ….……..…………………..………………………...…….…………….......... 12-14

Required Documents:

Proposal Form ………………………..………..………………………....……..…….………… 15

Qualification Questionnaire ………...………………………………………..…………............. 16-17

Drawing………………………………………………………………………………………….. 18

Technical Specifications…………………………………………………………………………. 19-25

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Perth Amboy Housing Authority

Request for Proposals


INTRODUCTION / SCOPE OF WORK- The Housing Authority of the City of Perth Amboy (the “Authority”) is

requesting proposals from qualified Contractors for the labor, materials, and equipment to replace selected areas of

existing sidewalk and curb with new concrete sidewalk and curb at William A. Dunlap Homes located on Zambory

Street in Perth Amboy, NJ as per the technical specifications provided herein. The applicable sections of the

provided drawing are highlighted in red. Please direct all questions to [email protected].

All permitting fees, if any are required, relating to the replacement of the doors will be paid for by the contractor

with no expense to the Authority.

QUALIFICATIONS – The Contractor must:

Be licensed to do business in the State of New Jersey and demonstrate that they, or their principles assigned to the

project, have successfully completed services similar to the work requested. Please submit a completed

Qualifications Questionnaire, attached herein, with proposals.

Be insured as required by state and federal regulations.

Be registered as a Public Works Contractor with the Department of Labor. The Public Works Contractor

Registration Act (PWCRA) requires that all contractors, including named subcontractors, to register with the

Department of Labor prior to submitting price proposals or engaging on certain public works contracts that exceed

the prevailing wage threshold of $2,000.00 for authorities. More information may be found at

http://lwd.dol.state.nj.us/labor/wagehour/regperm/pw_cont_reg.html.

The Authority is Federally funded, and therefore requires all contractors to pay their employees the applicable

Davis Bacon Wage Rates. For more information please visit www.dol.gov. The Wage Determination

applicable for this project is General Decision Number NJ190024 MOD 2 2/15/19 NJ24 Residential. The

Determination may be viewed at https://www.wdol.gov/wdol/scafiles/davisbacon/NJ24.dvb?v=2.

Bidders are responsible for checking for updates to the rates, if any, in order to submit an accurate proposal, and

in no way are to assume that the rates listed herein are current.

The Contractor shall be responsible for maintaining payroll records and must make such records available to the

PHA and/or to HUD, on request. The Contractor may use form WH-347 available online or by request to the

Authority.

PRE-BID MEETING Pre-bid meetings are by appointment only. Interested parties may email

[email protected]. to make an appointment to visit the site.

BONDING REQUIREMENTS: NONE

PROPOSAL SUBMISSION Proposals are due by 2:00 PM on Tuesday, March 26, 2019 by mail or delivery to:


881 Amboy Avenue

PO Box 390

Perth Amboy, NJ 08862

“Proposal for Sidewalk and Curb at Dunlap Homes”

mailto:[email protected]

http://lwd.dol.state.nj.us/labor/wagehour/regperm/pw_cont_reg.html

http://www.dol.gov/

https://www.wdol.gov/wdol/scafiles/davisbacon/NJ24.dvb?v=2


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Proposals may also be emailed to [email protected].

Proposals are to minimally include:

Proposal form

Qualification Questionnaire

Business Registration Certificate

Public Works Contractor Registration Certificate

PUBLIC NOTICE: The following public notice was advertised in the Home News Tribune on 3/2/19:

Public Notice-Request for Proposals



The Housing Authority of the City of Perth Amboy (the “Authority”) is requesting proposals from qualified

Contractors for the labor, materials and equipment to replace selected areas of existing sidewalk and curb with new

concrete sidewalk and curb at William A. Dunlap Homes located on Zambory Street in Perth Amboy, NJ as per the

technical specifications and drawing included in the Request for Proposals.

Interested parties may download the Request for Proposals (RFP) from www.PerthAmboyHA.org. Proposals will be

received until 2:00 PM on Tuesday, March 26, 2019 and shall be submitted as requested in the RFP. Pre-bid

meetings shall be by appointment only. Proposers must be registered with the New Jersey Department of Treasury,

Division of Revenue and with the New Jersey Department of Labor as a Public Works contractor at the time the bids

are received. The Authority invites the participation of Minority-Owned Business Enterprises in this solicitation and

reserves the right to reject any or all bids or to waive any informality in bidding.


http://www.perthamboyha.org/

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Form of Contract-SAMPLE ONLY

For the Sidewalk and Curb Replacements at Dunlap Homes

This AGREEMENT made this ____ day of _____________ in the year ______ by and between

(Name of Contractor)

(Address)

hereinafter called the "Contractor,” and the

Housing Authority of the City of Perth Amboy

881 Amboy Ave, PO Box 390, Perth Amboy, NJ 08862

hereinafter called the "Authority".

WITNESSETH that the Contractor and the Authority for the consideration stated herein mutually agree as

follows:

Article 1. Statement of Services. The Contractor shall furnish all labor, materials, tools and equipment and

shall perform and complete all work required for the replacement of selected areas of existing sidewalk and curb

with new concrete sidewalk and curb at William A. Dunlap Homes located on Zambory Street in Perth Amboy, NJ

as per the technical specifications and drawing included in the Request for Proposals dated March 26, 2019 which

are incorporated herein by reference and made a part hereof.

Article 2. Time of Completion. The contractor must complete all work within 45 days of the contractor’s

receipt of the ‘Notice to Proceed’.

Article 3. Performance of Work. Work shall be performed during the Authority’s standard business hours

from 8:30 AM to 4:30 PM unless otherwise agreed upon between the Authority and Contractor.

Article 4. Work Requirements and Contractor’s Responsibility. The Contractor shall be responsible for

furnishing all materials, equipment, labor and transportation necessary to perform the work.

All work shall be performed in accordance with federal, State, County and local statutes, regulations and codes

presently established or as may be established during the term of this contract. If the Contractor performs any

work contrary to any federal, State, County or local statute, ordinance, regulation or code, he shall assume full

responsibility and shall bear any and all costs attributable thereto.

The Contractor shall be responsible to apply for and secure any and all permits required by governing authorities

to perform the work.

The Contractor shall not sub-contract any work under this contract without express prior written approval of the

Authority.

The Contractor shall at all times keep the work area orderly and free from accumulations of waste materials.

After completing work each day, the Contractor shall remove all equipment materials and tools that are not the

property of the Authority and leave the work area in a neat, clean and orderly condition.

The Contractor shall be responsible for all damages to persons or property that occur as a result of the

Contractor’s fault or negligence, and shall take all necessary health and safety precautions to protect the work,

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the workers, the public, and the property of others. The Contractor shall hold and save the Authority, its officers

and agents, free and harmless from liability of any nature occasioned by the Contractor’s performance.

Article 5. Rates and Payments. The Authority shall pay the Contractor for all work a lump sum fee of

___________________________ dollars and _______ cents ($_____.__). The fee shall be inclusive of all costs

for materials, labor, tools and equipment.

The Contractor shall submit an invoice upon satisfactory completion of all work. Payment shall be due within

30 days of receipt of the invoice by the Authority.

Article 6. Insurance. In accordance with form HUD-5370-EZ, before performing any work, the Contractor

shall furnish the Authority with certificates of insurance naming the Perth Amboy Housing Authority as

additional insured showing the following insurance is in force and will insure all operations under the Contract:

1. Workers’ Compensation, in accordance with New Jersey Workers' Compensation laws.

2. Commercial General Liability with a combined single limit for bodily injury and property damage of

not less than $1,000,000.00 per occurrence to protect the Contractor and the Authority against claims

for bodily injury or death and damage to the property of others. This shall cover the use of all

equipment, hoists, and vehicles on the site(s) not covered by Automobile Liability under (3) below. If

the Contractor has a “claims-made” policy, then the following additional requirements apply: the policy

must provide a “retroactive date” which must be on or before the execution date of the Contract, and

the extended reporting period may not be less than five years following the completion date of the

Contract.

3. Automobile Liability on owned on owned and non-owned motor vehicles used on the site(s) or in

connection therewith for a combined single limit for bodily injury and property damage of not less than

$500,000.000 per occurrence.

All Insurance shall be carried with companies which are financially responsible and admitted to do business in

the State of New Jersey. If any such insurance is due to expire during the construction period, the Contractor

shall not permit the coverage to lapse and shall furnish evidence of coverage to the Authority. All certificates of

insurance, as evidence of coverage, shall provide that no coverage maybe canceled or non-renewed by the

insurance company until at least 30 days prior written notice has been given to the Authority.

Article 7. New Jersey Business Registration Requirements. The contractor shall provide to the Authority

proof of the contractor’s business registration with the New Jersey Division of Taxation before contract award.

The contractor shall provide written notice to its subcontractors and suppliers of the responsibility to submit

proof of business registration to the contractor. The requirement of proof of business registration extends down

through all levels (tiers) of the project.

Before final payment on the contract is made by the Authority, the contractor shall submit an accurate list and

the proof of business registration of each subcontractor or supplier used in the fulfillment of the contract, or

shall attest that no subcontractors were used.

For the term of this Agreement, the contractor and each of its affiliates and a subcontractor and each of its

affiliates [N.J.S.A. 52:32-49(g)(3)] shall collect and remit to the Director, New Jersey Division of Taxation, the

use tax pursuant to the Sales and Use Tax Act on all sales of tangible personal property delivered into this State,

regardless of whether the tangible personal property is intended for a contract with a contracting agency.

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A business organization that fails to provide a copy of a business registration as required pursuant to section 1 of

P.L. 2001, c.34 (C.52:32-44 et al.) or subsection e. or f. of section 92 of P.L. 1977, c.110 (C.5:12-92), or that

provides false business registration under the requirements of either of those sections, shall be liable for a

penalty of $25 for each day of violation, not to exceed $50,000 for each business registration copy not properly

provided under a contract with a contracting agency.

Article 8. Warranty. Contractor shall supply a one year warranty on installation and specific manufacturer’s

warranty on applicable products.

Article 9. Contract Documents. Contract Documents shall consist of the following component parts:

1. This instrument;

2. General Contract Conditions - Non Construction, form HUD-5370-EZ;

3. Contractor’s Proposal.

This instrument together with the document enumerated in this Article form the Contract, and they are fully a

part of the Contract as if hereto attached or herein repeated. In the event that any provision in one of the

component parts of the Contract conflicts with any provision of any other component part, the provision in the

component part first enumerated in this Article 9 shall govern, except as otherwise specifically stated.

IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed the date and year first

above written.

In the presence of:

________________________________ by_______________________________________

(Name)

(Title)

(Company Name)

(Phone Number)

In the presence of:

_________________________________ by______________________________________

Douglas G. Dzema, PHM

Executive Director

Housing Authority of the City of Perth Amboy

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Proposal Form

Proposal for: Sidewalk and Curb Replacements at Dunlap Homes

TO: Housing Authority of the City of Perth Amboy

881 Amboy Ave., PO Box 390, Perth Amboy, NJ 08862

FROM:

______________________________________________________________________________ Company Name of Bidder Federal Employer Identification Number (FEIN)

______________________________________________________________________________ Street Address

______________________________________________________________________________ City, State - Zip Code

______________________________________________________________________________ Contact Name / Telephone Number

____________________________________________________________________________ Fax Number / Email Address

The undersigned, having read the entire Request for Proposals, and addenda, if any, thereto, and having investigated the

local conditions affecting the cost of the work, hereby propose to furnish all labor, materials, services, equipment and

related items to complete all work for the Sidewalk and Curb Replacements at Dunlap Homes in accordance therewith at

the following lump sum price:

__________________________________________________________dollars and _________ cents ($________.____)

Unit Pricing:

Labor, Material and Equipment to remove and replace sidewalk (per square foot):


Labor, Material and Equipment to remove and replace curbing (per linear foot):


This Proposal is accompanied by

(1) Qualification Questionnaire;

(2) New Jersey Business Registration Certificate

(3) Public Works Contractor Registration Certificate

In submitting this proposal, it is understood that the Housing Authority of the City of Perth Amboy reserves the right to

reject any and all offers. If written notice of the acceptance of this proposal is mailed, telegraphed or delivered to the

undersigned within 60 days after the opening thereof, or at any time thereafter before this proposal is withdrawn, the

undersigned agrees to execute and deliver a Contract in prescribed form within 10 days after the contract is presented to

him for signature.

____________________________________________________ ________________________ Signature of Offeror - Title Date

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Qualification Questionnaire

Proposal for: Sidewalk and Curb Replacements at Dunlap Homes

Name of Offeror: ______________________________________________________________________

(a) It shall be necessary for the offeror to present evidence that he has been in business for at least 3 years in this field and

can submit a suitable record of satisfactorily completing similar contracts.

How many years have you been or engaged in business under your present firm or trade name?

________________Years.

(b) How many years has your organization been performing the work required under this contract?

________________Years.

(c) If a corporation, answer the following:

Date of incorporation: __________________________________________________________________

State of Incorporation: __________________________________________________________________

President's Name: _____________________________________________________________________

Vice President's Name(s):_______________________________________________________________

(d) If a partnership, answer the following:

Date of Organization:___________________________________________________________________

(e) If the contract is awarded to your firm, who will personally supervise the work?

____________________________________________________________________________________

(f) Are there any liens of any character filed against your company at this time? If so, specify the nature and amount of

the lien.

____________________________________________________________________________________

(g) Give trade references:

____________________________________________________________________________________

____________________________________________________________________________________

(h) Give bank references:

____________________________________________________________________________________

____________________________________________________________________________________

(i) Give full information concerning all of your contracts in progress or completed within the last 3 years, whether private

or government contracts.

OWNER/LOCATION DESCRIPTION CONTRACT AMOUNT

____________________________________________________________________________________

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____________________________________________________________________________________

____________________________________________________________________________________

____________________________________________________________________________________

State of ________________________

County of ______________________

___________________________________________________ being first duly sworn deposes and says:

(Individual’s Name)

THAT he is ________________________________________________________________________ of

(Owner, Officer or Partner)

____________________________________________________________________________________

(Firm Name)

and that he hereby authorizes and requests any person, firm or corporation to furnish any information requested by the

Housing Authority of the City of Perth Amboy in verification of the recitals comprising this Statement of Offeror's

Qualification; and that all answers to the foregoing questions and all statements therein contained are true and correct.

________________________________________________

(Signature of Offeror)

Subscribed and sworn to before me, this ______ day of _________________, in the year ___________

____________________________________________________

Notary Public

My Commission expires __________________

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X X X

X X

X X X X

X X

X

4-CLEANOUTS

2-BREATHERS

GUY WIRE

POLE #63144PA

HYDRANT

POLE #63145

WV

D Y H

POLE #63146

GV

PAVEMENT

EDGE OF

EDGE OF CONCRETE

POLE #63143

POLE NO#

GV G

UY WIRE

BREATHERS

GAS PIT

2 METAL

CONCRETE PAD

METAL B

OX

METAL GV

SIGN

GV ON C

ONC. PAD

BOLLARD

POLE #6

3142

GUY WIRE

POLE N

O#

BA

SK

ET

BA

LL

PO

LE

CH

AIN

LIN

K F

EN

CE

CHAIN LINK FENCE

CHAIN LINK FENCE

GATE

GATE

GATE

PO

LE

BA

SK

ET

BA

LL

BUILDING - J


BUILDING - H 2 STORY BRICK BUILDING APARTMENTS

BUILDING - V


LOT 2.01

BLOCK 399

GUY WIRE

POLE #

GAS METERGAS METER

GAS M

ETER

GAS METER

12.67’

9.50

’

9.04’

13.56’

9.44’

13.7

5’

9.49’

9.43’

9.49’

13.7

9’

1-STORY ADDITION

MAINTAINACE

MAINTAINACE

ADDITION 1-STORY

MAINTAINACE

ADDITION 1-STORY

MAINTAINACE

1-STORYADDITION

27.1

3’

27.0

9’

27.0

5’

27.02’

26.99’

126.76’

148.46’

148.45’

147.63’

147.60’

POLE #4386PS

POLE #2508

GU

Y W

IRE

GUY WIRE

CONCRERTE WALK

CONCRERTE CURB

LINE POLEMETAL CLOTHES


CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE CURB

CONCRETE ROAD

CONCRETE ROAD

EDGE OF PAVEMENT

EDGE OF CONCRETE

EDGE OF CONCRETE

EDGE OF PAVEMENT

EDGE OF CONCRETE

BITUMINOUS CONCRETE PAVEMENT PARKING LOT

BITUMINOUS CONCRETE PAVEMENT PARKING LOT

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RE

TE W

ALK

CONCRETE WALK

CHAIN LINK FENCE

CHAIN LINK FENCE CHAIN LINK FENCE

BELGIAN BLO

CK RETAINING W

ALL


PARKING AREA STRIPING FADED



STRIPING FADED

PARKING AREA

N 52%%d 40’ 56" W 326.00’

N 2

7%%

d 51

’ 00"

E

276

.13’

S 70%%d 29’ 57" E 355.69’ SURVEY

S 36%

%d 51’ 30" W

182.56’

R = 20.00’

= 90%%d27’34"

T = 20.16’

T = 64.29’

= 71%%d04’43"

R = 90.00’

L = 111.65’

L = 31.58’

L = 332.56’

T = 166.45’

= 06%%d19’49"

CONC PAD

INLET

PARKING AREA

STRIPING FADED

CONCRETE PIT W/

METAL GRATE

DUMPSTER

CONC. PAD

AREA ON

DUMPSTER

AREA ON

GATE

= 08%%d40’47"

R = 1.510.00’

T = 114.59’

L = 228.75’

S 70%%d 15’ 30" E 356.50’ MAP REFERENCE No. 1

9.82’ N 11%%d 03’ 13" W

LOT 1 LOT 2

LOT 3 LOT 4

LOT 5

BLOCK 399.27

LOT 6 LOT 7

LOT 8

LOT 12 LOT 11

LOT 10 LOT 9

LOT 15 LOT 14.01 LOT 14.02

LOT 13

LOT 16

LOT 2.02

BLOCK 399

LOT 17

LOT 18

BLOCK 39

9

LO

T 3.05

LOT 3.04

POLE #2508

POLE NO#

1 inch = ft.

IN FEET

GRAPHIC SCALE

040 40 80

40

16020

CARR ENGINEERING ASSOCIATES, P.A.

MICHAEL T. CARR, NEW JERSEY P.E. & L.S. LIC. No. 27891

PROFESSIONAL ENGINEER AND LAND SURVEYORFax 732 553-0623

SOUTH AMBOY, NEW JERSEY O8879

CIVIL ENGINEERS - SURVEYORS - PLANNERS

E

Tel. 732 727-5517

110 MAIN STREET

A

REVISIONS

C

%%uPERTH AMBOY HOUSING AUTHORITY

%%UMIDDLESEX COUNTY, NEW JERSEY

ALTA/ACSM LAND TITLE SURVEY OF PROPERTY FOR LOT 2.01 IN BLOCK 399 PREPARED FOR:

CK. M.T.C.

%%UCITY OF PERTH AMBOY

SCALE: 1" = 40’

SITUATED IN

DWN. AWB BOOK POINT FILE

DATE: SEPTEMBER 25, 2017

PAGE

JOB No. 5718-16

DWR. No. CAD14 ASSESS. MAP No. 70

8.95’

CONCRETE W

ALK

CONCRETE

CURB

INLE

T

D Y H

D

Y H

METAL FENCE

BREATHER

MAS

ONR

Y CO

LUM

N

POLE

#63

148P

A

MET

AL F

ENCE

METAL FENCE


CO

NC

RET

E SI

DEW

ALK

X

CO

NC

RET

E SI

DEW

ALK

MET

AL R

AILI

NG

MET

AL F

ENC

E

X

+

X

X

GUY

WIR

E

CONC

RETE

STE

PS

CO

NC

RET

E C

UR

B

ME

TER

MET

AL R

AILI

NG

CO

NC

RET

E ST

EPS

8.93’

12.7

0’

X

X

GA

S

X

MAINTAINACE

ADDITION

1-STORY

30.5

’

MANHOLE

INLE

T

+

27.1

6’

2-BREATHERS

X

X

+

4-CLEANOUTS

BUILDING - X

BLOCK 399

148.35’

BREATHER

X

LOT 2.01

2-C

LEAN

OU

TS

X

148.37’

CONCRETE PORCH TYP.

2-BREATHERS

X

2-C

LEAN

OU

TS

X CONCRETE WALK

26.46’

CO

NC

RE

TE W

ALK

X

CO

NC

. PIT

W/

MET

AL G

RAT

E

26.9

9’

2-C

LEAN

OU

TS

X

MET

AL

C

LEAN

OU

T

29.7

’

CO

NC

RET

E ST

EPS

BLU

ES

TO

NE

CU

RB

X

CO

NC

RE

TE

WA

LK

X

X

X

X X

X

X

X

X

X +

X

SIG

N

SIG

N

X

X

X

X

38.17’

ADA

MAP

ME

TA

L F

EN

CE

CO

NC

RE

TE

WA

LK

PO

LE#

CO

NC

RET

E SI

DEW

ALK

X

X

GU

Y W

IRE

X

X

16"

BLU

ES

TO

NE

CU

RB

ADA

MAP

CONCRETE CURB

SIG

N

MANHOLE

#40

ADA

MAP

4’x4

’ IN

LET

CO

NC

RE

TE

SID

EW

ALK

16"

W

PO

LE #

W

16"

25 M

PH

16"

SIG

N

6235

3

16"

SIG

N

W

16"

BUS

STO

P

ST

RIP

ING

EL. 86.13

P.K. NAIL SET

WH

ITE

STR

IPIN

G C

RO

SSW

ALK

YE

LLO

W

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

PO

LE N

O#

SIG

N #

440

SIG

N

PO

LE N

O#

HYDRANT

INLET

POLE #4684

GUY WIRE

SHD BOX

LIGHT POLE

LIGHT POLE

SHD BOX

SHD BOX

LIGHT POLE

DOT BOX

DOT BOX

LIGHT POLE

DOT BOX

LIGHT POLE

ADA MAP

ADA

MAP

148.31’

148.36’

27.0

6’

12.7

9’

27.0

6’

8.87’

27.0

4’

12.1

0’

27.0

6’

12.0

2’

27

.02’

27.1

8’

67.61’

67.75’

126.77’

BUILDING - W


MAINTAINACE

ADDITION

1-STORY

MAINTAINACE

ADDITION

1-STORY

REFLECTOR

SIGN PARKWAY

METAL POST

LIGHT POLE

HIGHWAY SIGNS

HYD

RAN

T

WAT

ER V

ALVE

POLE #

2450/63865

POLE #

64072

POLE #

WATER VALVE

#250

POLE

AD

A S

IGN

AD

A S

IGN

GUY WIRE

MANHOLE

BREA

THER

MANHOLE

27.06’

27.09’

113.

90’

MANHOLE

9.03’

LINE POLE METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

CONCRETE PIT W/

METAL GRATE

LINE POLE

METAL C

LOTHES

CONCRETE WALK

CO

NC

RETE W

ALK

CO

NC

RETE W

ALK

CO

NC

RETE W

ALK

CO

NC

RETE W

ALK

CONCRETE W

ALK

CONCRETE WALK

CONCRETE CURB

CONCRETE CURB

CO

NC

RET

E W

ALK

CONCRETE WALK

CO

NC

RET

E W

ALK

C

ON

CR

ETE

WAL

K

CO

NC

RET

E W

ALK

CONC WALK

CO

NC

RET

E W

ALK

C

ON

CR

ETE

WAL

K

C

ON

CR

ETE

WAL

K

CONCRETE ROAD

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

C

ON

CR

ETE

WA

LK

CONCRETE WALK

CONCRETE WALK

CONCRETE CURB

CONCRETE WALK

CONCRETE CURB

CONCRETE WALK

CONCRETE CURB

CONCRETE WALK

FRENCH DRAIN

2 BREATHERS

FRENCH

DRAIN

2 BREATHERS

BREATHER

2 CLEANOUTS

FLOOD LIGHT

BRICK

PLANTER

PAVER

PLANTER

BRICK

PAVER

INLE

T

DR. CUT

DR

. CU

T

TRAFFIC LIGHT

SHD BOX

DO

T B

OX

X X

X

X X X

X

X X X

X

X X

X

METAL FENCE

METAL FENCE

METAL FENCE

METAL FENCE

MET

AL F

ENC

E

MET

AL F

ENC

E

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

METAL FENCE

SIGN

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

PO

LE#

ME

TA

L F

EN

CE

DR

. CU

T

DR

. CU

T

TR

EA

FF

IC

LIG

HT

MASONRY

METAL FENCE

COLUMN

COLUMN

MASONRY

COLUMN

MASONRY

METAL FENCE

ME

TA

L FE

NC

E

MASONRY COLUMN

4"x4

’ IN

LET

MASONRY

COLUMNS

MASONRY

COLUMN

COLUMN

MASONRY

COLUMN

MASONRY

COLUMN

MASONRY

COLUMN

MASONRY

DR

. CU

T

MET

AL G

RATE

CO

NC. P

IT W

/

MET

AL G

RATE

CO

NC. P

IT W

/

METAL G

RATE

CONC. P

IT W

/

MET

AL G

RATE

CO

NC. P

IT W

/

CO

NC

RE

TE W

ALK

CONCRETE WALK

GU

Y W

IRE

CO

NC

RE

TE

WA

LK

CO

NC

RET

E W

ALK

CO

NC

RET

E W

ALK

CONC

. WAL

K

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RET

E W

ALK

MAN

HO

LE

MANHOLE

GUY

WIR

E

INLET

CHAIN LINK FENCE

CONC. PORCH TYP.

CONC. PORCH TYP.

BREATHER

CLEANOUT

2-CLEANOUTS

BREATHER

BREATHER

2-CLEANOUTS

BREATHER

2-CLEANOUTS

BREATHER

2-CLEANOUTS

BREATHER

2-CLEANOUTS

BREATHER

2-CLEANOUTS

CONCRETE PIT W/

METAL GRATE

BROKEN

CLEANOUT

CONC. PORCH TYP.

CONC. PORCH TYP.

ME

TA

L FE

NC

E

METAL CLOTHES

LINE POLE LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

LINE POLE

METAL CLOTHES

CONCRETE PIT W/

METAL GRATE

W/METAL RAILING

CONCRETE PORCH

METAL CLEANOUT

2-BREATHERS

4-CLEANOUTS

BREATHER

2-CLEANOUTS

BREATHER

2-CLEANOUTS

4-CLEANOUTS

2-BREATHERS

2-CLEANOUTS

BREATHER

METER

GAS

LAWN

INLET

LAWN

INLET

LAWN

INLET

CONC.

D Y

H

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALKCONCRETE WALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RE

TE W

ALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RETE W

ALK

CO

NC

RE

TE W

ALK

CONCRETE WALK

BITUM

INO

US C

ON

CR

ETE PAVEMEN

T

BITUM

INO

US C

ON

CR

ETE PAVEMEN

T

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE

CONCRETE CURB

CONCRETE WALK

BRICK PAVERS

CONCRERTE WALK

CONCRERTE WALK

CONCRERTE WALK

CONC

RERT

E W

ALK

CO

NC

RER

TE W

ALK

CONCRERTE WALK

CONCRERTE WALK

CONCRERTE WALK

CONCRERTE WALK

CO

NC

RER

TE W

ALK

CONC

RERT

E W

ALK

CONCRERTE WALK

CONC

RERT

E W

ALK

CONC

RERT

E W

ALK

CONC

RERT

E W

ALK

CONC

RERT

E W

ALK

CONC

RERT

E W

ALK

CLOTHES

LINE POLE

CLOTHES

LINE POLE

CLOTHES

LINE POLE

CLOTHES

LINE POLE

CLOTHES

LINE POLE

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

WALK

CONCRETE

CONCRETE

WA

LK

GU

Y W

IRE

GU

Y W

IRE

BRIC

K PA

VERS

BRICK PAVERS

MASONRY

COLUMN

MAS

ONRY

CO

LUM

N

GAS

M

ETER

MAS

ON

RY

C

OLU

MN

MA

SO

NR

Y

CO

LUM

N

MA

SO

NR

Y

CO

LUM

N

LINE POLE

CLOTHES

LINE POLE

CLOTHES

CLOTHES

LINE POLE

LINE POLE

CLOTHES

LINE POLE

CLOTHES

LINE POLE

CLOTHES

WALK CONC

WALK CONC

WALK CONC

2 STORY BRICK BUILDING

BUILDING - BB

APARTMENTS

MA

SO

NR

Y C

OLU

MN

MAINTAINACE

ADDITION

1-STORY

WILLIAM A. DUNLAP

HOMES MAS. SIGN

4-C

LEAN

OU

TS

2-BR

EATH

ERS

CO

NC

RET

E PI

T W

/

MET

AL G

RAT

E

AD

A RA

MP

CONCRERTE WALK

DR

. CU

T


CONCRETE

CU

RB

CO

NC

RER

TE

30’

R.O

.W. A

SS

ES

SM

EN

T M

AP

ZA

MB

OR

Y S

TR

EE

T

MET

AL C

LOTH

ES

LINE

PO

LE

ADA SIGN

CONCRETE CURB

CO

NC

RETE C

UR

B

CO

NC

RETE C

UR

B

CAR PARKING AREAS

SOUTH PARK DRIVE 50.00’ ROW ASSESSMENT MAP

CONCRERTE CURB

CONCRERTE CURB


BLOCK 399

CO

NVER

Y BOU

LEVARD

ALSO

KNOW

N AS NEW JERSEY STATE HIG

HWAY RO

UTE 35

WIDTH VARIES ASSESSM

ENT MAP

N/F Otlowski Sr. Gardens




W/METAL RAILING CONCRETE PORCH

W/METAL RAILING CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/M

ETAL RAILI

NG

CONCRETE P

ORCH

METER

W/METAL R

AILING

CONCRETE PORCH

CONC

RETE

PO

RCH

W/M

ETAL

RAI

LING

CO

NC

RET

E PO

RC

H

W/M

ETAL

RAI

LIN

G

AD

DIT

ION

M

AIN

TAIN

ACE

1-S

TOR

Y

CO

NCRE

TE P

ORC

H

W/M

ETAL

RAI

LING

W/METAL RAILING

CONCRETE PORCH

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONCRETE PORCH

W/METAL RAILING

CONC. PORCH TYP.CONC. PORCH TYP.

CO

NC

. PO

RC

H T

YP

.

CO

NC

. PO

RC

H T

YP

.

CO

NC

. PO

RC

H T

YP

.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CONC. PORCH TYP.

CO

NC

. PO

RC

H T

YP.

CO

NC

. PO

RC

H T

YP.

77.88’

94.67’

23.9

’

66.3’

36.5

’

19.2’

42.6’

19.87’

133.

3’

POLE #

PA2504

POLE

#2503

POLE #

63999PA

POLE #

4337PS

X

X

X

X

54.4

’

49.7

’

61.7’

TO

FEN

CE

LIN

E

TO

FEN

CE

LIN

E

BUILDING - C


126.76’

126.76’

27.02

’

27.09

’

9.45’

9.49’

12.59

’

27.0

6’

9.51’

12.0

8’

9.51’

27.0

5’

67.73’

67.71’

MAINTAINACE

ADDITION

1-STORY

1-STORY

ADDITION MAINTAINACE

27.9’

41.8

1’

61.6’

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X X

SEG

MEN

TAL

RET

AIN

ING

WAL

L

W.V.

D Y H

HYD.

G.V. M

ET

AL

DO

OR

S

SIG

N

38.4’

FENCE 0.90’OVER

FENCE 0.58’OVER

FENCE 0.28’OVER

FENCE 0.48’OVER

FENCE 0.19’OVER

0.25’OVER

FENCE

CONC. PAD

MANHOLE W/

0.82’OVER

FENCE

0.07’CL

FENCE

MANHOLE

FENCE 0.02’CL

FENCE 0.65’OVER

FENCE 5.29’CL

FENCE 4.97’CL FENCE 3.62’CL

FENCE 1.45’CL

FENCE 1.40’CL

FENCE 0.87’CL

FENCE 3.91’CL

CHAIN LINK FENCE

CHAIN LINK FENCE

CH

AIN

LINK

FEN

CE

CH

AIN

LINK

FEN

CE

INLET

CLEANOUT

LINE POLES

METAL CLOTHES

METAL RAILING

BRICK PAVERS

BRICK PAVERS

BRICK PAVERS

BRICK PAVERS

BRICK PAVERS

BRICK PAVERS

METAL RAILINGS

G.V.

G.V.

GUY WIRE CH

AIN

LIN

K FE

NC

E

G.V

.

30’WIDE ROW ASSESSMENT MAP

CONCRERTE WALK

CONCRERTE WALK

CONC

RERT

E W

ALK

CONC

. WAL

K

CO

NC

RER

TE W

ALK

CO

NC

RER

TE W

ALK

CONCRERTE WALK

CONCRERTE CURB

CONCRERTE WALK

CONCRERTE WALK

BRICK PAVERS

CONCRERTE WALK

CONCRERTE WALK

CONCRERTE WALK

BRICK

PAVERS

BLOCK RETAINING WALL





CH

AIN

LINK

FEN

CE

CHAIN LINK FENCE

CHAIN LINK FENCE


METAL GRATE

CONCRETE PIT W/

METAL GRATE

CONCRETE PIT W/

METAL GRATE

CONCRETE PIT W

/

METAL GRATE

CONCRETE PIT W

/

TYPICAL

CONCRETE PORCH

W

/METAL RAILING

DOWN

CONCRETE PORCH

W/METAL RAILING

DRAIN

CONC. PADS

CONC.

CONC. PAD

PAD

MANHOLE

POLE

No.

#

POLE

No.

#

PO

LE #

6224

2

ADA

MAP

ADA

MAP

SIG

N

SIGN

MANHOLE

FENCE 0.14’CL

0.89’CL

FENCE

1.21’CL

FENCE

0.56’CL

FENCE

0.42’CL

FENCE

FENCE 0.83’CL

FENCE 0.77’CL

FENCE 0.17’OVER

#2502PA

POLE

6 - METAL CLO

THES LINE POLES TYPICAL

BR

ICK

PA

VE

RS

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CO

NC

RE

TE W

ALK

CONCRETE WALK

MANHOLE

MANHOLE

MANHOLE

CONCRETE WALK

CONCRETE PAD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

FENCE 1.09’CL

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 X

X X

X

X X

X

X

VALVE

G.V.

G.V.

ADA SIGN

ADA SIGN ADA SIGN

ON BLDG.

ADA S

IGNS

ON BLDG.

CO

NC

RETE PIT W

/

M

ETAL GR

ATE TYPICAL

CO

NC

RETE PIT W

/

M

ETAL GR

ATE TYPICAL

G.V

.

G.V

.

GU

Y W

IRE

GUY WIRE ANCHOR

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

CO

NC

RE

TE

WA

LK

BLU

ES

TO

NE

CU

RB

BLU

ES

TO

NE

CU

RB

MAIN

TAINAC

E

AD

DITIO

N

1-STO

RY

27.09’

12.12’

8.82’

8.82’

27.03’

27.01’

27.03’

126.70’

126.82’

148.47’

148.36’

BU

ILDIN

G - B

2 STO

RY

BR

ICK

BU

ILDIN

G A

PA

RTM

EN

TS

BU

ILDIN

G - A

2 ST

OR

Y B

RIC

K B

UILD

ING

AP

AR

TM

EN

TS

METAL FENCE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

ME

TA

L F

EN

CE

CH

AIN

LIN

K F

EN

CE

ME

TA

L F

EN

CE

CHAIN LINK FENCE

CHAIN LINK FENCE

CH

AIN

LIN

K F

EN

CE

CHAIN LINK FENCE

CHAIN LINK FENCE

CH

AIN

LINK

FEN

CE

CHAIN LINK FENCE

CHAIN LINK FENCE

BLO

CK

RE

TA

ININ

G W

ALL

BLO

CK

RE

TA

ININ

G W

ALL

BLOCK RETAINING

RAILING ON TOP WALL W/METAL

CONCRETE WALK

CO

NC

RE

TE

WA

LK

BR

ICK

PA

VE

RS

CO

NC

RE

TE

WA

LK

BR

ICK

PA

VE

RS

BR

ICK

PA

VE

RS

BR

ICK

PA

VE

RS

BR

ICK

PA

VE

RS

VALVE

29.8’

29.8’

27.0’

36.5’

21.0’

19.7’

29.7’

46.0’

45.0’

42.8’

80.2’

79.2’

40.6’

40.6’

40.3’

58.0’

85.4’

83.7’

63989PAY

CONCRETE ROAD

59.9

’

16.0

’

8.9’

17.2’

27.1

’

38.7’

1.9’CL

19.3’

20.3

’

19.5’

49.9’

39.8

’

11.9’

9.2’

46.8

’

BREATHER

2-CLEANOUTS

4-CLEANOUTS

2-BREATHERS

2-CLEANOUTS

BREATHER

2-CLEAN

OU

TS

BREATH

ER

BREATH

ER

2-CLEAN

OU

TS

2-CLEAN

OU

TS

BREATH

ER

2-CLEAN

OU

TS

BREATH

ER

2-CLE

AN

OU

TS

BR

EA

THE

R

BREATH

ER

BREATH

ER

BREATH

ER

2-CLE

AN

OU

TS

BR

ICK

PAVE

RS

METAL G

RATE TYPIC

AL

CO

NC

RETE PIT W

/

ELEC

TRIC

METAL BO

X

GAS M

ETER

CO

NC

RETE PIT W

/

METAL G

RATE TYPIC

AL

W/M

ETAL RAILIN

G

CO

NC

RETE PO

RC

H

W/M

ETA

L RA

ILING

CO

NC

RE

TE P

OR

CH

CO

NC

RE

TE P

OR

CH

W/M

ETA

L RA

ILING

CO

NC

RE

TE P

OR

CH

W/M

ETA

L RA

ILING

CONCRETE PO

RCH

W/M

ETAL RAILING

CONC. PAD

AREA ON DUMPSTER

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

PAD

CONC.

CONC. PAD

CONC. PAD

CONC. PAD

CONC. PAD

CO

NC

. PAD

CO

NC

. PAD

CO

NC

. PAD

= 90%%d00’00"

L = 31.42’

T = 20.00’

MAP REF. No. 1

ROLLING METAL GATEBOLLARD

37.6

’

X 12

.8’

12.5

’

WILLIAM A. DUNLAP HOMES

X X X FENCE 0.32’OVER

T=20.16’ T

=20.

00’

PO

INT

OF

BE

GIN

NIN

G

66’

R.O

.W. A

SSES

SMEN

T M

AP

AMBOY ASSESSMENT MAP.

SHOWN ON SHEET 70 OF THE CITY OF PERTH

PROPERTY KNOWN AS LOT 2.01 IN BLOCK 399 AS

DESCRIBED IN THE LEGAL DESCRIPTION.

IS 464,854.76 S.F. OR 10.6715 ACRES AS

"THE LAND AREA OF THE SUBJECT PROPERTY

PFEIFFER BOULEVARD

ZAMBORY STREET

ZONE R-M M

ZONE X - FLOOD ZONE NOTE #1


ZONE R-M M


ZONE R-M M

BLOCK 399

LOT 2.01


ZONE R-M M


ZONE R-M M


ZONE R-M M

ZONE X - FLO

OD ZO

NE NOTE #1

ZON

E R-M

M

Land Title Survey requirements are applicable.

This is to certify that this map or plat and the survey on which it is

and adopted by ALTA and NSPS in 2016, applicable to the type of

8, 9, 10 only where party-walls are a factore , 11, 12, 13, 14, 16, 17, 18, property which is the subject of the loan, including items 2, 3, 4, 6, 7 a ,

19 and 20 of Table A of such Requirements and meet the other requirementsset forth herein. Unless otherwise specifically stated, it should be assumed in all instances that the property is urban and that the ALTA/ACSM Urban

Requirements for ALTA/NSPS Land Title Surveys", jointly establishedbased were made in accordance with the "Minimum Standard Detail

signed September 25, 2017 seal

Michael T. Carr, P.E.,P.L.S.Registration No. 27891

15"

RC

P ST

OR

M

2- 12" RCP STORM

4’x4’ INLET

CO

NC

RE

TE W

ALK

LAWN AREA

LAWN AREA

LAWN AREA

APPROX. WATER LINE

APPROX. WATE

R LINE

APPRO

X. WATER

LINE



METAL CLOTHES LINE POLE





INLET

INLET

MA

NH

OLE

APPROX. WATER LINE

APPROX. WATER LINE

APPROX. WATER LINE

CONCRETE WALK

MA

NH

OLE

MANHO

LE

NO

RT

H

%%uSITE LOCATION

0

IN FEET

1 inch = ft.

GRAPHIC SCALE

1775

1775888 3550 7100

%%uKEY MAP

MANHOLE

APPR

OX.

WAT

ER L

INE

APPR

OX.

WAT

ER L

INE

APPROX. WATER LINE

INLET

INLE

T

8"

MET

AL S

TOR

M

8"

MET

AL S

TOR

M

8" ABS STOR

M

APPROX. WATER LINE

8" ABS STOR

M

8" CLAY STORM

MA

NH

OLE

6" PVC STORM

12" A

BS

STO

RM S

EWER

INLE

T

15" RCP STORM

15" RCP STORM

15" R

CP

STO

RM

COLUMN

MASONRY

COLUMN

MASONRY COLUMN

MASONRY

12" ABS STORM SEWER

6" P

VC

STO

RM

SE

WE

R

FLO

W

FLOW

FLOW

FLOW

FLO

W

FLOW

6" PVC STO

RM

18" R

CP

S

TOR

M

STORM 4" PVC

6" PVC STORM SEWER

LAWN INLET

6" PVC STO

RM

SEWER

CONCRETE WALK

15" RCP STORM

SEWER

12" RCP STORM SEWER

8" PVC STORM SEWER

6" ABS STORM SEWER

CONC WALK

APPROX. GAS LINE

APPROX. GAS LINE

APPROX. GAS LINE

APPR

OX.

GAS

LIN

E

APPROX. GAS LINE

APPROX. GAS LINE

APPR

OX.

GAS

LIN

E

APPR

OX.

GAS

LIN

E

APPROX. GAS LINE

CONCRERTE CURB

INLET

APPROX. GAS LINE

APPROX. GAS LINE

APPR

OX.

G

AS L

INE

SAN

ITAR

Y SE

WER

8" SANITARY SEWER

%%uMAP REFERENCES:

HEWITT & MAGEE ASSOCIATES, INC.

BY CARR ENGINEERING ASSOCIATES, P.A.

HOUSING AUTHORITY, DATED DEC. 15, 2009 AND PREPARED BY

1 MAP OF TAX MAP BLOCK 399 LOT 2.01, CITY OF PERTH AMBOY

2 AS-BUILT RECORD DRAWING FOR A PORTION OF LOT 2 IN BLOCK

DECEMBER 12, 2002 AND REVISED THRU DEC. 8, 2013, PREPARED

IN CITY OF PERTH AMBOY, MIDDLESEX COUNTY, NEW JERSEY, DATED

399 PREPARED FOR PERTH AMBOY HOUSING AUTHORITY, SITUATED

OF THE CITY OF PERTH AMBOY, DUNLAP HOMES BUILDING SANITARY

SEWER PLAN & PROFILES, DWG. NO. P-12 TO P-19, DATED DEC 15, 1994

PREPARED BY TIGHE, DOTY, CARRINO, P.A., ARCHITECTURE, ENGINEERING,

3 RENOVATIONS TO SANITARY SEWER FOR THE HOUSING AUTHORITY

PLANNING, INTERIOR DESIGN.

50.0’

50.0’

31.0

’

31.0

’

FLOW 75.0’

COLUMN

MASONRY

SE

RV

ICE

RO

AD

PS

BA

SE

LIN

E S

TA

. 515

+55.

56

SE

RV

ICE

RO

AD

PS

BA

SE

LIN

E S

TA

. 514

+80.

56

DEED BOOK 4648 PAGE 162

AREA = 1,550 S.F.

BELL ATLANTIC EASEMENT DEED BOOK 4765 PAGE 568

AREA = 1,550 S.F.

BELL ATLANTIC EASEMENT

108.0’

50.0’

50.0’

31.0

’

31.0

’

TITLE COMMITMENT FILE NUMBER VTS-100816.

15" RCP STORM SEWER

8" SANITARY SEWER

8" SANITARY SEWER

8" SANITARY SEWER

8" SANITARY SEWER

6" SANITARY SEWER

6" SANITARY SEWER

8" SANITARY SEWER

8" S

AN

ITA

RY

SE

WE

R

8" S

AN

ITA

RY

SE

WE

R

6" SANITARY SEWER

6" SANITARY SEWER

6" S

AN

ITA

RY

SE

WE

R

6" S

ANIT

ARY

SEW

ER

6" SANITARY SEWER

6" SANITARY SEWER

6" SANITARY SEWER

8" SANITARY SEWER

6" SANITARY SEWER

8" SANITARY SEWER

8" SANITARY SEWER

8" SANITARY SEWER

8" SANITARY SEWER

8" S

ANIT

ARY

SEW

ER

6" SANITARY SEWER

6"

SA

NIT

AR

Y S

EW

ER

6" SANITARY SEWER

8" S

AN

ITA

RY

SE

WE

R

8" S

AN

ITA

RY

SE

WE

R

8" S

ANIT

ARY

SEW

ER

8" SANITARY SEWER

6" SANITARY SEWER

8" SANITARY SEWER

6" SA

NITA

RY

SE

WE

R

6" SA

NITA

RY

SE

WE

R

6" S

AN

ITA

RY

SE

WE

R

6" SANITARY SEWER

8" S

ANITARY S

EWER

8" SANITARY SEWER

8" SANITARY SEWER

N/F LE

PORE AMBOY A

SSOCIATES, L

LC

N/F MAGIC ASSOCIATES L.L.C.

N/F AQUINO-GUZMAN, A N/F VALDIVIA, ESTANISLAO

N/F EGUIGUREN, ROSARIO & OCHARAN, M. & JIMENEZ, G.

N/F US BANK TRUST, NA & RAMIREZ, ZORAIDA

N/F SARANGO, PEDRO N/F JIMENEZ, CRISTIAN M.

N/F LEON, SYLVIA N/F LEON, SYLVIA

N/F ROSSI-SCHAEFFER, GERARDO L.

N/F FREEMAN,

JOHN &

N/F FREEMAN, JOHN C. JR. &

GARRETSON F, ANN

N/F RODGERS, THOMAS J. & BARBARA

N/F TIRADO, MARIBEL

N/F SOARES, A. & ROSSI-SOARES, C.

ANN

GARRETSON

N/F GALLEGOS, LAZARO & MARIA

N/F PARADISE I, LLC

N/F VALERIO, FERMIN A. & NORBERTA N/F SCOTT, LISA

N/F JONES, WILLIAM H. & ESTEEN

VARIABLE WIDTH ASSESSMENT MAP

PUBLIC ROAD

PU

BLI

C R

OA

D

PUBLIC

RO

AD

PUBLIC ROAD

VARIABLE WIDTH ASSESSMENT MAP

PUBLIC ROAD

PRIVATE ROAD

PRIV

ATE ROAD

PR

IVA

TE

RO

AD

PRIVATE ROAD

FLOW

ADDITION

1-STORY

MAINTAINACE

BLOCK 399

LOT 2.01

25 FT. SIDE YARD SETBACK LINE

30 FT. REAR YARD SETBACK LINE


30 FT. R

EAR YARD SETBACK LINE

30 FT. R

EAR YARD SETBACK LINE



%%uNOTE:

GATE LOCKED

GET DATA,

UNABLE TO



25 FT. FRONT YARD SETBACK LINE

25 FT. SIDE YAR

D SETBAC

K LINE

CONCRETE WALK

25 FT. SIDE YAR

D SETBAC

K LINE








25 F

T. F

RO

NT

YAR

D S

ETBA

CK

LIN

E

25 F

T. F

RO

NT

YAR

D S

ETBA

CK

LIN

E

25 F

T. F

RO

NT

YAR

D S

ETBA

CK

LIN

E

25 F

T. F

RO

NT

YAR

D

SET

BAC

K LI

NE


MINIMUM COMBINED SIDE YARD

%%uBULK REQUIREMENTS [R-M M ZONE,

%%uMID RISE RESIDENTIAL DISTRICT]

MINIMUM GROSS FLOOR AREA PER-EFFICIENCY

MAXIMUM IMPERVIOUS COVERAGE

MAXIMUM LOT COVERAGE BY BUILDING

MAXIMUM HEIGHT MULTIFAMILY DWELLINGS-STORIES

MAXIMUM HEIGHT MULTIFAMILY DWELLINGS

-------------

------------

------------

------------

MUTIFAMILY DWELLINGS TOWER APART.

MINIMUM DISTANCE BETWEEN BUILDINGS

MAXIMUM DWELLING UNITS PER BUILDING

MINIMUM OFF-STREET PARKING PER

MINIMUM LOT AREA

MINIMUM LOT DEPTH

MINIMUM LOT WIDTH

MINIMUM REAR YARD

MINIMUM SIDE YARD

MINIMUM FRONT YARD

------

---

------

-----------

2-BEDROOM -

1-BEDROOM -

------------

----

3-BEDROOM -

%%uREQUIRED

175 FT.

200 FT.

40,000 S.F.

50 FT.

25 FT.

4

40 FT.

30 FT.

70 %

500 S.F.

700 S.F.

900 S.F.

40 %

25 FT.

2.5

1,100 S.F.

-

-

-

--

--

10

24

BLDG. HEIGHT = 25 FT.



BLD

G. H

EIG

HT

= 25

FT.




BLDG. H

EIGHT = 25

FT.

BLD

G. H

EIG

HT =

25

FT.





BLD

G. H

EIG

HT =

25

FT.

BUILDING APARTMENTS

2 STORY BRICK

BUILDING - D



BLDG

. HEIG

HT = 25 FT.

BLDG

. HEIG

HT = 25 FT.


2-BREATHERS

2-BREATHERS

BREATHER

BREATHER

BREATHER

2-BREATHERS

BREATHER

BREATHER

4-CLEANOUTS

2-CLEANOUTS

2-CLEANOUTS

4-CLEANOUTS

4-CLEANOUTS

2-CLEANOUTS

2-CLEANOUTS

2-CLEANOUTS

CAR PARKING AREAS

CAR PARKING AREAS

CAR PARKING AREAS

CAR PARKING AREAS

POINT OF BEGINNING

DEED BOOK 4319 PAGE 193


ZONE R-M M

BLOCK 399 LOT 2.01

MANAGEMENT OFFICES & PARKING LOT EXCLUDED FROM LOAN

AREA = 41,420 S.F.

REVISION

NOVEMBER 6, 2017 AWB

1

2

3

4

5

6

8

7

9

10

11

12

13

14

15

16

S 3

9%%

d 49

’ 30"

W

255

.59’

PIT

WAT

ER M

ETER

N 50%%d 44’ 42" W

DE

SC

RIP

TIO

N

S 39

%%

d 49

’ 30"

W

31.2

3’

S 24%%d 54’ 50" E 198.14’

17

18

L = 16.92’

R = 18.52’

DR. CUT

L = 166.45’

R = 13

2.00’

19

L =

40.6

1’

R

= 1

15.0

0’

20

S 36

%%

d 19

’ 00"

W

31.7

5’

21

L = 40.27’

22

R = 293.00’

23

24

25

282.

58’

DEED BOOK 4648 PAGE 152, DATED: APRIL 12, 2000.

DEED BOOK 4765 PAGE 568, DATED: APRIL 12, 2000.

BLANKET AGREEMENT UNABLE TO PLOT

RECORDED: APRIL 25, 1996.

1 DEED BOOK 4319 PAGE 192

%%uDEED REFERENCE:

%%uEASEMENT REFERENCES:

1 BELL ATLANTIC - NEW JERSEY, INC., EASEMENT

136 - 9’x18’ PARKING SPACES

%%uPARKING COUNT:

12 - PARKING SPACES ON WALTROUS RD

16 - A.D.A. PARKING SPACES

164 - TOTAL PARKING SPACES

16 Along the Northerly sideline of Amboy Avenue, also known as Middlesex County Road Route 653 South

39 degrees, 49 minutes, 30 seconds West a distance of 255.59 feet returning to the point of

curvature and tangency, thence:

County of Middlesex and State of New Jersey being more particularly described as follows:

of South 82 degrees, 05 minutes, 17 seconds West 28.40 feet to a point and corner, thence:

64 degrees, 31 minutes, 38 seconds West 332.39 feet to a point and corner, thence:

2 Along the Northerly sideline of Pfeiffer Boulevard North 52 degrees, 40 minutes, 56 seconds West

4 Still Continuing on the Northerly sideline of Pfeiffer Boulevard along a compound curve the arc

5 North 31 degrees, 27 minutes, 00 seconds West a distance of 80.87 feet to a point and corner, thence:

through a central angle of 06 degrees, 19 minutes, 49 seconds with a chord bearing of North

of a circle curving to the left having a radius of 3,010.00 feet, an arc length of 332.56 feet

08 degrees, 40 minutes, 47 seconds with a chord bearing of North 57 degrees, 01 minutes,

left having a radius of 1,510.00 feet, an arc length of 228.75 feet through a central angle of

3 Continuing on the Northerly sideline of Pfeiffer Boulevard on a arc of a circle curving to the

All that certain lot, parcel or tract of land, situate and lying in the City of Perth Amboy,

BEGINNING at a point in the Northerly sideline of Amboy Avenue, also known as Middlesex County Road

1 On the arc of a circle curving to the right having a radius of 20.00 feet, an arc length of

31.58 feet through a central angle of 90 degrees, 27 minutes, 34 seconds with a chord bearing

6 Along the Northerly sideline of Waltrous Road North 82 degrees, 08 minutes, 00 seconds West

7 On the arc of a circle curving to the right having a radius of 90.00 feet, an arc length of 111.65

feet through a central angle of 71 degrees, 04 minutes, 43 seconds with a chord bearing of

North 46 degrees, 35 minutes, 39 seconds West 104.63 feet to a point and corner, thence:

8 North 11 degrees, 03 minutes, 13 seconds West a distance of 9.82 feet to a point and corner, thence:

9 Along the dividing line between Lots 2.01 and 2.02 South 82 degrees, 01 minutes, 33 seconds

10 Continuing along the dividing line between Lots 2.01 and 2.02 North 37 degrees, 59 minutes, 00

11 Still continuing along the dividing line between Lots 2.01 and 2.02 North 21 degrees, 53 minutes,

12 Running parallel to the Southerly sideline of South Park Drive, 50 feet wide; Assessment map South

48 degrees, 01 minutes, 00 seconds East a distance of 659.37 feet to a point and corner, thence:

13 North 89 degrees, 31 minutes, 00 seconds East a distance of 300.13 feet to a point and corner,

48 degrees, 01 minutes, 00 seconds East a distance of 659.37 feet to a point and corner, thence:

12 Running parallel to the Southerly sideline of South Park Drive, 50 feet wide; Assessment map South

13 North 89 degrees, 31 minutes, 00 seconds East a distance of 300.13 feet to a point and corner, thence:

14 North 27 degrees, 51 minutes, 00 seconds East a distance of 276.13 feet to a point and corner, thence:

15 South 70 degrees, 29 minutes, 57 seconds East a distance of 355.69 feet to a point and corner, thence:

Route 653 , 60 feet width, Assessment map said point being extended distant of 20.00 feet the point of intersection formed by the Northerly sideline of Pfeiffer Boulevard, variable width; Assessment map said

20 seconds West 228.53 feet to a point and corner, thence:

East a distance of 103.08 feet to a point and corner, thence:

a distance of 326.00 feet to a point of curvature and tangency, thence:

a distance of 149.07 feet to a point of curvature and tangency, thence:

seconds East a distance of 175.69 feet to a point and corner, thence:

32 seconds East a distance of 151.11 feet to a point and corner, thence:

point being extended distant of 20.16 feet running thence from said beginning point:

thence:

%%uDESCRIPTION

William A. Dunlap Homes Management Offices & Parking Lot Excluded from Loan

Block 399, Lots 2.01

17 On a Southerly edge of sidewalk sideline of Zambory Street 30 ft. wide private road and the

Northerly sideline of Amboy Avenue, on a arc of a reverse circle curving to the right having a

radius of 18.52 feet, an arc length of 16.92 feet through a central angle of 52 degrees, 20 minutes,

45 seconds with a chord bearing of North 19 degrees, 26 minutes, 53 seconds West 16.34 feet

to a point and corner, thence:

seconds West a distance of 40.00 feet to a point of curvature and tangency, thence:

18 On an Southerly edge of sidewalk sideline of Zambory Street North 50 degrees, 44 minutes, 42

through a central angle of 20 degrees, 13 minutes, 58 seconds with a chord bearing of South 46

the arc of a circle curving to the left having a radius of 115.00 feet, an arc length of 40.61 feet

20 Still Continuing on the Southerly edge of sidewalk sideline of Zambory Street along a compound curve

degrees, 28 minutes, 04 seconds West 40.44 feet to a point and corner, thence:

of 72 degrees, 14 minutes, 57 seconds with a chord bearing of North 87 degrees, 17 minutes, 25

to the left having a radius of 132.00 feet, an arc length of 166.45 feet through a central angle

19 Continuing on the Southerly edge of sidewalk sideline of Zambory Street on a arc of a circle curving

seconds West 155.64 feet to a point and corner, thence:

00 seconds West a distance of 31.75 feet to a point of curvature and tangency, thence:

21 Continuing on the Southerly edge of sidewalk sideline of Zambory Street South 36 degrees, 19 minutes,

to the left having a radius of 293.00 feet, an arc length of 40.27 feet through a central angle

of 07 degrees, 52 minutes, 29 seconds with a chord bearing of South 37 degrees, 26 minutes, 48

22 Continuing on the Southerly edge of sidewalk sideline of Zambory Street on a arc of a circle curving

seconds West 40.24 feet to a point and corner, thence:

23 Running along the chain link fence line South 24 degrees, 54 minutes, 50 seconds East a distance of

198.14 feet to the Northerly sideline of Amboy Avenue to a point and corner, thence:

24 Along the Northerly sideline of Amboy Avenue South 39 degrees, 49 minutes, 30 seconds West a

25 Continuing along the Northerly sideline of Amboy Avenue, South 36 degrees, 51 minutes, 30 seconds

distance of 31.23 feet returning to the point and corner, thence:

West a distance of 182.56 feet returning to the point and place of beginning.

SAID DESCRIPTION CONTAINS 423,434.76 SQUARE FEET OR 9.7207 ACRES.

SAID description may be subject to easements, restrictions, zoning ordinances, municipal ordinances, rules

SAID described lands being known and designated as Lot 2.01 in Block 399 as shown and delineated on

SAID description in accordance with a map entitled, "Survey of Property For: "Perth Amboy Housing Authority",

dated September 25, 2017.", dated and revised thru November 14, 2017, prepared by Michael T. Carr, P.E., P.L.S.,

and regulations and such state of facts as an accurate title search of the subject premises would disclose.

Sheet 70 of the Official Assessment Map for the City of Perth Amboy, Middlesex County, New Jersey.

110 Main Street, South Amboy, New Jersey 08879.


REVISION

COLUMBIA HOUSING SLP CORPORATION, ITS SUCCESSORS AND/OR ASSIGNS;

AND/OR ASSIGNS; HOUSING AUTHORITY OF THE CITY OF PERTH AMBOY;

To: DUNLAP RAD LLC; TD BANK, N.A., ITS SUCCESSORS AND/ OR ASSIGNS;

NEW JERSEY HOUSING AND MORTGAGE FINANCE AGENCY, ITS SUCCESSORS

PNC BANK, NATIONAL ASSOCIATION, ITS SUCCESSORS AND/OR ASSIGNS;

VINTAGE TITLE SERVICES LLC, ITS SUCCESSORS AND/OR ASSIGNS;

U.S. BANK NATIONAL ASSOCIATION, ITS SUCCESSORS AND ASSIGNS;

%%USURVEY CERTIFICATION:

ASSIGNS AND PERTH AMBOY HOUSING, INC.

FIDELITY NATIONAL TITLE INSURANCE COMPANY, ITS SUCCESSORS AND/OR


REVISION

Flood Insurance Rate Map for the community in which said Property is situated.

date of July 6, 2010, in Middlesex County, State of New Jersey, which is the current

34023C 0069F identifield as Community Panel No. 63 of 286, bearing an effective

lies within Zone X Notes 1 as described above of the Flood Insurance Rate Map No.

The Property described on this Survey does NOT lie within a Special Flood Hazard Area

as defined by the Federal Emergency Management Agency; the Property " " SFHA

1 ZONE X WHICH IS AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL

PROPERTY IS LOCATED IN FLOOD ZONE X:

CHANCE FLOODPLAIN.

%%uFLOOD ZONE NOTES:

FIELD OBSERVATIONS AND/OR CONSULTATION WITH UTILITIES COMPANIES, IT IS NOT TO BE

ASSUMED, THAT ANY ADDITIONAL SUBSURFACE EXPORATIONS HAVE BEEN CONDUCTED.

4 THE UTILITIES DELINEATED HEREON ARE BASED UPON AVAILABLE PUBLIC RECORDS, SURFACE

PERTH AMBOY ZONING ORDINANCE, CHAPTER 430 AND CONFORMS TO THE MID RISE

3 THE PARCEL IS LOCATED IN A R-M M MID RISE RESIDENTIAL AS PER CITY OF

5 THERE IS NO OBSERVED EVIDENCE OF EARTH MOVING WORKS OR CONSTRUCTION ACTIVITIES.

2 PROPERTY HAS ACCESS FROM CONVERY BOULEVARD.

1 NO CEMETARIES OR FAMILY BURIAL SITES ON PROPERTY.

6 THERE IS NO PROPOSED CHANGES TO STREET RIGHT-OF WAY.

7 THERE IS NO WETLANDS AFFECTING THIS PARCEL.

8 THERE ARE NO ENCROACHMENTS AFFECTING THIS PARCEL.

9 FIELD WORK WAS COMPLETED ON SEPTEMBER 25, 2017.

RESIDENTAL DISTRICT.

%%uNOTES:

10 DEED BOOK 1831 PAGE 103 DOES NOT EFFECT PROPERTY OFF SITE .

X

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SIGN

WELCOME

JANUARY 18, 2019 AWB

UPDATED SURVEY

sabey

Polygon

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Line

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Text Box

23'

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Line

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Text Box

27'

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Line

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Text Box

25'

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Line

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Text Box

26'

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Line

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Line

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21'

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21'

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Callout

Remove and replace 37' ln. ft. each of sidewalk and curb. Sidewalks are 5'-6' wide in this location

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Callout

remove and replace 76' ln. ft. of sidewalk

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Polygon

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Text Box

Sidewalk and curb replacements: 1. Remove and replace indicated concrete sidewalks and curbs 2. All new sidewalks shall be no less than 4' wide or wider if indicated. 3. Remove all debris from the site Total linear footage: curbs: 37'ln.ft. Sidewalks: 255 ln. ft.

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Polygon

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Callout

Remove and replace 42' ln. ft. of sidewalks

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Remove and replace 101' ln. ft. of sidewalks

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Polygonal Line

Section 02520 - Concrete Paving

Part 1 General

Related Documents

Drawings and general provisions of the Contract, including General and Supplementary

Conditions, apply to this Section.

Summary

This section specifies concrete paving, including formwork, reinforcing, mix

design, placement procedures and finishes for replacement of existing

concrete sidewalks and curbs.

Concrete Paving includes the following:

Sidewalks

Curbing Demolition: Break up existing sidewalks and curbs and remove debris from the site. Saw cut where

sidewalks and curbs join. Prep existing sub-grades as specified. Do not remove any more

sidewalks and curb than can be replaced within 48hrs.

Submittals

General: Submit the following according to the Conditions of the Contract.

Product Data for materials and items, including reinforcement, accessories, admixtures,

joint systems and curing compounds.

Design Mixes for each class of concrete.

02520 - 1

02520 - 2


Quality Assurance

Concrete Standards: Comply with the provisions of the following standards.

American Concrete Institute

Concrete Reinforcing Steel Institute

Concrete Manufacturers Qualifications: Manufacturer of ready-mixed concrete

products complying with ASTM C-94 requirements for production facilities and

equipment

Concrete Testing: Required for each 20 yards of concrete poured. Contractor will hire an

independent testing agency to take field samples and perform lab tests. Results are to be

submitted to PAHA.

Project Conditions: Maintain access for vehicular and pedestrian traffic as required for

other construction activities.

Part 2 Products

Forms

Form Materials: Dimensional lumber or metal to provide full depth, continuous straight

surfaces.

Form Release Agent: Provide commercial formulation form release agent that will not

bond with, stain, or adversely affect concrete surfaces.

Reinforcing Materials

Welded Wire Fabric: Furnish in flat sheets not rolls. Wire mesh is to be pulled up into

the concrete if chairs are not used. Wire mesh should be embedded a minimum of

two inches in the concrete sidewalks.

Concrete: Sidewalks - 4500 psi

Curbs - 4500 psi

02520 - 3


Admixtures

Provide concrete admixtures which contain not more than 0.1 percent chloride

also known as non-chloride admixtures.

Curing Materials

Moisture Retaining Cover:

Waterproof Paper

Polyethylene

Curing Compounds

Not Used

Concrete Mix

Compressive Strength (28) day: 4500 psi for walks and 4500 psi for curbs.

Slump Limit at Point of Placement: 4 inches

Adjustment to Concrete Mixes: Mix design adjustments may be requested by the

Contractor when circumstances warrant.

Concrete Mixing

Ready Mix Concrete: Comply with requirements and with ASTM C 94.

Part 3 Execution

Surface Preparation

Proof roll prepared sub base and check for unsuitable conditions to verify need for

additional compaction. Do not pour concrete until unsuitable conditions are corrected.

Sub-base: Place a minimum of 4” clean ¾” stone under all sidewalks

02520 - 4


Forms

Set, brace and secure edge forms to provide uniform screed guides and elevations.

Forms are to remain in place a minimum of 24 hours.

Sidewalks will typically be 4’-0” x 4'-0" x 4” w/wwf unless noted otherwise.

Curbs will be 6" x 18".

Placing Reinforcement

Install welded wire fabric in lengths as long as practical. Lap adjoining pieces one full

mesh and tie together. Off set laps to avoid continuous laps in one direction.

Joints

General: Construct contraction joints, construction and isolation joints with faces

perpendicular to surface plane of concrete.

Contraction Joints: Provide weakened plane joints section walkways into four foot

sections. Joint should be made with a radiuses jointer tool to achieve proper depth.

Isolation Joints: Form isolation joints with premolded filler strips equal to the depth of

the concrete. Form at all abutting areas of buildings, walks curbs and etc. Isolation

joints are to be located at a minimum of every twenty feet of sidewalk.

Concrete Placement

Inspection: Inspect areas to be poured for proper placement of forms and all embedded

items and the proper amount of stone base.

Remove any debris, loose soil, frozen ground and any standing water.

Do not pour concrete over frozen ground.

Comply with requirements and with ACI 304R for measuring, mixing, transporting and

placing concrete.

02520 - 5


Install and spread concrete in a continuous operation between transverse joints. Do not

use vibrators to move the concrete.

Do not remove formwork for 48 hours or until concrete has had sufficient time to set

and will not be damaged when the forms are removed.

Cold Weather Placement: Comply with provisions of ACI 306R for cold weather

placement. Protect concrete work from damage or reduced strength caused by freezing

and thaw actions or by low temperatures.

Do not use calcium chloride, materials containing anti-freeze agents or chemical

accelerators unless otherwise accepted in the concrete design mix.

Hot Weather Placement: Place concrete complying with ACI 305R and as specified

when hot weather conditions exist.

Do not use any chemical admixtures or retarders unless otherwise accepted

in the concrete mix design.

Concrete Finishing

Float finish concrete as soon as possible after concrete is placed. Tool edges and required

joints. Broom finish sidewalks. Curbing is to be rubbed out immediately upon removing

formwork. Finish surfaces to true planes. Pitch all sidewalks a minimum of 1/4" to the

foot.

Broom Finish: Draw a soft bristle broom across concrete surface perpendicular

to the line of traffic to provide a uniform fine line texture finish.

Concrete Protection

The Contractor is responsible for protecting concrete until it can be walked on.

Contractor should schedule his pours to coincide with other activities to ensure

observation of the concrete until it is set. Any marked up sidewalks or curbs will be

rejected, regardless of who causes the damage. Any graffiti shall be immediately rubbed

out or remove and replace the concrete. The Housing Authority will reject any improperly

placed or defaced concrete surface.

02520 - 6


Concrete Sealer

All concrete curbs and sidewalks shall be sealed with a penetrating sealer within the time

period specified by the sealer manufacturer but no later than 14 days after concrete is in

place. Types of penetrating Sealers include silanes, siloxanes, silicates, and siliconates.

Suggested manufacturers:

ConcreteSealer USA – PS102 Siliconate Multi-Surface (Rough) WB Penetrating

Sealer

W.R. Meadows: Seal Tight

02520 - 7

02520 - Concrete Paving

Field Quality Control and Testing

Employ a qualified Independent firm to sample materials, perform tests and submit test

results.

Compression Test Specimens: ASTM C 31; one set of four standard cylinders for

each compressive strength test. Mold and store cylinders for laboratory cured test

specimens.

Compressive Strength Tests: ASTM C 39; one set for each days pour of each

concrete class exceeding 9 cu. yds. Test one specimen at 7 days, test two at

28 days and retain one in reserve for additional testing if required.

Frequency of Test: One for each day pour exceeding 15 cu. yds. No less than one

randomly selected concrete batches will be required to be tested for the entire project.

Test results will be reported in writing to the Housing Authority, concrete manufacturer

and the Contractor, within 24 hours of the test results.

Repairs and Protection

Remove and replace any concrete that has been broken, defaced or proves to be

defective.

Drill Test holes, were required by the Owner, to determine the magnitude of defective

areas.

Protect concrete from damage. Maintain paving as clean as possible. Sidewalks are to be

swept clean upon completion of site work.

End of Section