Northern_Recycling_Center_Concrete_Floor_Topping_-_Drawings.pdf

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

TITLE SHEET & DRAWING INDEX

DAVID HEBER

24GE05650400

DWH

JJK

As Shown 0

G-1001

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\G-100 - COVER SHEET.DWG

SAVE DATE/TIME: 4/6/2026 5:24:24 PM

NJ PROFESSIONAL ENGINEER LIC. No.

REFERENCE: LAKEHURST QUADRANGLE

PROJECT LOCATION

601 NEW HAMPSHIRE AVE.

LAKEWOOD, NJ

KEY MAP

SCALE 1" = 4000'

OCEAN COUNTY BOARD OF COMMISSIONERS

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NEW JERSEY

OCEAN COUNTY BOARD OF COMMISSIONERS

FRANK SADEGHI, DIRECTOR

JENNIFIER BACCHIONE, DEPUTY DIRECTOR

ROBERT S. ARACE, COMMISSIONER

SAM ELLENBOGEN, COMMISSIONER

RAY GORMLEY, COMMISSIONER

COUNTY ADMINISTRATOR

MICHAEL J. FIURE

DRAWING INDEX

SHEET DWG. NO. TITLE

1 G-100 TITLE SHEET & DRAWING INDEX

2 G-101 NRC OVERALL SITE PLAN

3 C-101 NRC DEMOLITION PLAN

4 C-102 SRC PUSH WALL REMOVAL PLAN

5 C-201 NRC NEW WORK PLAN

6 C-202 SINGLE STREAM BUILDING FLOOR TOPPING GRADING & CUT/FILL

7 C-501 CONSTRUCTION DETAILS

8 C-502 T-HANGER FOUNDATION REPAIR

D D

S

S

SINGLE STREAM BUILDING

TRAILER

CANOPY

CANOPY

BLDG. #68G

BLDG. #68C

COMMINGLED BUILDING

BLDG. #68F

S

S

S

EXISITING RM 58.28±

EXISTING INVERT 48.53±

S

S

MACADAM

MACADAM

CONCRETE

CONCRETE

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

MACADAM

BLDG.

#68D

BLDG.

#95

CONCRETE

CONCRETE

LP

LP

LP

LP

LP

LP

LP

LP

LP

LP

SIDEWALK

STONE

CO

NC

RE

TE

GEN.

CANOPY OVER GLASS CLEANUP AREA

RAMP

FIRE PUMP ROOM

MEN'S ROOM

TIPPING FLOOR

PROCESSING ROOM

TIPPING FLOOR

PROCESSING ROOM

AVAILABLE 2,400 SF

LAYDOWN AREA

FOR CONTRACTOR

ACCESS SITE FROM

TOWBIN AVENUE

GATE LOCKED. ACCESS SITE

FROM TOWBIN AVENUE.

GRASS

MACADAM

SCALE: 1" = 30'

60300

NRC OVERALL SITE PLAN

DAVID HEBER

24GE05650400

DWH

JJK

1" = 30' 0

G-1012

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\G-101 NRC OVERALL SITE PLAN.DWG

SAVE DATE/TIME: 4/22/2026 11:09:03 AM

NJ PROFESSIONAL ENGINEER LIC. No.

SCALE: 1" = 30'

NRC OVERALL SITE PLAN A

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

EXISTING SANITARY SEWER PIPE

EXISTING WATER PIPE

EXISTING ELECTRICAL CONDUIT

EXISTING STORMWATER PIPE

EXISTING NATURAL GAS LINE

EXISTING COMMUNICATIONS CONDUIT

EXISTING SANITARY FORCE MAIN

LEGEND

ENLARGEMENT BOUNDARY

LAYDOWN AREA BOUNDARY

1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH THE REGULATIONS AND GUIDELINES SET FORTH BY ALL AGENCIES HAVING JURISDICTION OVER THE WORK. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS.

2. WORK SHALL BE PERFORMED AT TWO DIFFERENT SITES, THE NORTHERN RECYCLING CENTER (NRC) AND THE SOUTHERN

RECYCLING CENTER (SRC).

3. THE NORTHERN RECYCLING CENTER IS LOCATED AT 601 NEW HAMPSHIRE AVENUE, LAKEWOOD, NEW JERSEY. IT IS ONLY ACCESSIBLE FROM TOWBIN AVENUE. THE GATES ON NEW HAMPSHIRE AVENUE ARE LOCKED. THE FACILITY IS BEING

OPERATED BY ATLANTIC COAST RECYCLING.

4. THE SOUTHERN TRANSFER STATION IS LOCATED AT THE SOUTHERN RECYCLING CENTER, 226 HAYWOOD ROAD, STAFFORD TOWNSHIP, NEW JERSEY. THE PUSH WALL REMOVAL WORK IS LOCATED AT THE SOUTHERN TRANSFER

STATION.

5. NORMAL OPERATING HOURS AT THE NORTHERN RECYCLING FACILITY ARE 4:00 AM - 11:00 PM ON WEEKDAYS. IT IS IMPERATIVE THAT THE CONTRACTOR PROVIDE AN ALLOWANCE IN HIS BID FOR COORDINATION WITH THE EXISTING

OPERATIONS.

6. CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL COORDINATION NECESSARY IS PERFORMED TO MINIMIZE INTERFERENCE WITH THE OPERATIONS AT THE RECYCLING FACILITIES BEFORE BEGINNING WORK. A TWO WEEK NOTICE WILL BE REQUIRED BEFORE THE START OF ANY WORK AT THE FACILITIES. THE CONTRACTOR IS PERMITTED TO WORK DURING OPERATING HOURS AS LONG AS WORK WILL NOT RESULT IN OPERATING DOWNTIME AS DETERMINED BY THE

ENGINEER, THE OPERATOR (ATLANTIC COAST RECYCLING), OR THE OWNER.

7. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING INFRASTRUCTURE OR EQUIPMENT, THAT WAS

MEANT TO REMAIN, AND REPAIRS SHALL BE MADE SOLELY AT THE CONTRACTOR'S EXPENSE.

8. THE MEANS AND METHODS OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS LEFT ON-SITE. ANY THEFT OR VANDALISM OF ITEMS ON SITE

SHALL BE REPLACED OR REPAIRED AT THE CONTRACTOR'S SOLE EXPENSE.

10. CONTRACTOR IS TO DISPOSE ALL TRASH GENERATED AS A RESULT OF CONSTRUCTION OFFSITE AT THEIR OWN EXPENSE.

11. TEMPORARY POWER, WATER, SANITARY, AND LIKE FACILITIES CAN BE PROVIDED ONLY AT THE NORTHERN RECYCLING

FACILITY WITH THE EXCEPTION OF WELDING.

12. THE APPROVAL OF SUBMITTALS BY THE ENGINEER SHALL NOT BE CONSTRUED AS A COMPLETE CHECK, BUT WILL INDICATE ONLY THAT THE GENERAL METHOD OF CONSTRUCTION, MATERIALS, DETAILING AND OTHER INFORMATION ARE SATISFACTORY. APPROVAL WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ANY ERROR, WHICH MAY EXIST IN HIS SUBMITTALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIMENSIONS, DETAILS, AND

SATISFACTORY CONSTRUCTION OF ALL WORK.

13. SUBMITTALS SHALL BE IN COMPLIANCE WITH CONTRACT REQUIREMENTS AND ACTUAL FIELD CONDITIONS. INCOMPLETE SUBMITTALS WILL NOT BE REVIEWED BY THE ENGINEER AND WILL BE RETURNED TO THE CONTRACTOR. REPRODUCED CONTRACT DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS. FIELD VERIFY CONSTRUCTION AND INSTALLATION

REQUIREMENTS PRIOR TO SUBMITTAL PREPARATION AND SUBMISSION.

14. DETAILS ON THE DRAWINGS ARE SHOWN AT SPECIFIC LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS THROUGHOUT. DETAILS NOTED "TYP." IMPLY ALL CONDITIONS TREATED SIMILARLY.

15. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF

THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS.

16. THE CONTRACTOR MUST FULLY FAMILIARIZE HIMSELF OF THE CONDITIONS RELATING TO THE CONSTRUCTION AND LABOR UNDER WHICH THE WORK WILL BE PERFORMED AND COMPARE THE DRAWINGS AND SPECIFICATIONS WITH THE WORK IN PLACE. FAILURE TO DO SO WILL NOT RELIEVE CONTRACTOR OF HIS OBLIGATION TO FURNISH ALL LABOR AND MATERIAL NECESSARY TO CARRY OUT THE PROVISIONS OF THE CONTRACT DOCUMENTS AND TO COMPLETE THE CONTEMPLATED WORK FOR THE CONSIDERATION SET FORTH IN HIS BID. EACH CONTRACTOR / SUBCONTRACTOR, IN THE PROCESS OF CARRYING OUT OF HIS WORK, SHALL EMPLOY SUCH CONSTRUCTION METHODS OR MEANS THAT WILL NOT

CAUSE ANY INTERRUPTIONS OR INTERFERENCE WITHIN THE WORK OF ANY OTHER TRADES.

17. ALL CONSTRUCTION AND OTHER MATERIALS SHALL BE STORED AT THE DESIGNATED STORAGE AREA AS DESIGNATED BY THE OWNER AND ON COMPLETION OF WORK OR AS DEEMED NECESSARY ALL CONCRETE WASHOUT, SURPLUS, REFUSE, OR DEBRIS MATERIAL SHALL BE REMOVED AND LEGALLY DISPOSED OF OFF SITE AT NO ADDITIONAL COST TO THE

OWNER.

18. SHOULD DISCREPANCIES OCCUR BETWEEN CONTRACT DRAWINGS, SPECIFICATIONS, AND APPLICABLE CODES, STANDARDS, RULES, REGULATIONS, LAWS, ETC., THE MOST RIGOROUS REQUIREMENT SHALL APPLY.

19. PLANS ARE MEANT TO BE PRINTED IN COLOR.

GENERAL NOTES

WORK AREA

ENLARGEMENTSC-101

A

C-201

A

S

'-0

CONCRETE PAD

CONCRETE PAD

(UNDER CANOPY)

29'-0"

SHIPPING CONTAINER

ON CONCRETE PAD

SINGLE STREAM BUILDING

TIPPING ROOM

(CONCRETE FLOOR)

COMMINGLED BUILDING

PROCESSING ROOM

MACADAM

CONCRETE

MACADAM

MACADAM

CONCRETE BIN BLOCK WALL

STEEL FRAME SET IN

CONCRETE FROM PRIOR PIT

DRUM FEEDER

MOVABLE CONCRETE WALL

MOVABLE CONCRETE WALL

CONCRETE BIN BLOCK WALL

CONC.

BLOCK

CONC.

BLOCK

BOLLARD, TYP.

AREA TO BE PREPARED FOR

CONCRETE FLOOR TOPPING

(7,900 SF)

10'-0"

10'-0"

43'-9"

20'-9"

23'-0"

'-5

'-9

'-0

'-0

25'-6"

'-2

31'-0"

'-0

REMOVE THE ASPHALT AND

BASE MATERIAL TO CONSTRUCT

CONCRETE PAD (144 SF)

REMOVE THE ASPHALT AND

BASE MATERIAL TO CONSTRUCT

CONCRETE PAD (188 SF)

REMOVE CONCRETE PAD

TO CONSTRUCT NEW

CONCRETE PAD (600 SF)

REMOVE 2' WIDE STRIP OF

ASPHALT TO CONSTRUCT AN

ASPHALT TRANSITION BETWEEN

CONCRETE AND EXISTING

ASPHALT(185 SF)

REMOVE THE ASPHALT TO

CONSTRUCT ASPHALT PATCH

(TRANSITION) (98 SF)

REMOVE THE ASPHALT AND

BASE MATERIAL TO CONSTRUCT

CONCRETE PAVEMENT (522 SF)

3' -6

109'-10"

3' -0

SCALE: 1" = 10'

20100

NRC DEMOLITION PLAN

DAVID HEBER

24GE05650400

DWH

JJK

1" = 10' 0

C-1013

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-101 NRC DEMO PLAN.DWG

SAVE DATE/TIME: 4/22/2026 11:17:22 AM

NJ PROFESSIONAL ENGINEER LIC. No.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

SCALE: 1" = 10'

NRC DEMOLITION PLAN A

1. ANY WELDING OR ACTIVITY THAT WILL GENERATE A SPARK OR FLAME IS

PROHIBITED UNTIL THE CONTRACTOR CLEARS THE AREA OF COMBUSTIBLES

AND PROVIDES A PERSON WITH A FIRE EXTINGUISHER TO STANDBY ON A

FIRE WATCH WHILE THE WORK IS BEING PERFORMED. AFTER THE WORK IS

PERFORMED, THE AREA SHALL BE INSPECTED TO ENSURE THAT THERE IS

NO EVIDENCE OF A FIRE.

2. THE SINGLE STREAM BUILDING'S TIPPING FLOOR IS EQUIPPED WITH FLAME

DETECTION CAMERAS. THE CAMERAS SHOULD BE TURNED OFF, THE FIRE

ALARM COMPANY SHALL BE NOTIFIED OF THE WORK, AND THE SYSTEM

SHOULD BE PUT IN "TEST" PRIOR TO ANY WORK THAT GENERATES SPARKS

OR FLAMES.

3. CONTRACTOR TO SAW CUT CONCRETE AND ASPHALT AT LIMITS OF

REMOVAL. ANY WATER USED DURING SAW CUTTING OR GRINDING

ACTIVITIES MUST BE CONTROLLED SO THAT IT DOES NOT ENTER CONVEYOR

PIT. WATER MUST BE VACUUMED AND PASS THROUGH FILTRATION SYSTEM

BEFORE BEING DISCHARGED INTO CATCH BASINS.

CONSTRUCTION SEQUENCE

DEMOLITION NOTES:

1. THE CONTRACTOR SHALL PROVIDE SUFFICIENT LABOR AND EQUIPMENT TO

PERFORM THE WORK IN THE PROVIDED CONSTRUCTION SEQUENCE. THE

CONTRACTOR MUST SHARE THE ANTICIPATED LIST OF MANPOWER AND

EQUIPMENT AND HAVE THE REQUIRED MATERIALS ONSITE PRIOR TO

STARTING DEMOLITION WORK.

FULL-DEPTH CONCRETE WORK: INCLUDES SINGLE STREAM TIPPING FLOOR

CONCRETE PADS AND COMMINGLED BUILDING CONCRETE PAVEMENT

1. IT IS EXPECTED THAT THE CONTRACTOR MAKE ALL REQUIRED SAW CUTS IN

THE FLOOR ON A WEEKEND PRIOR TO REMOVING CONCRETE AND ASPHALT.

THE CUTTING SHALL BE PERFORMED DURING OFF HOURS (SATURDAY OR

SUNDAY). THE RECYCLABLE MATERIAL WILL BE MOVED BY THE FACILITY'S

OPERATOR TO ACCOMMODATE THE CUTTING OPERATION.

2. FOR THE FULL-DEPTH CONCRETE WORK, THE RECYCLING PLANT SHALL NOT

BE OUT OF SERVICE FOR ANYMORE THAN FIVE DAYS. THE FIVE-DAY

SHUTDOWN SHALL BEGIN ON A FRIDAY AFTERNOON AT 3:00, AND THE

REMOVAL WORK SHALL IMMEDIATELY COMMENCE.

3. IT IS EXPECTED THAT REINFORCEMENT MATS WILL BE PREFABRICATED

PRIOR TO THE SHUTDOWN SO THAT THEY CAN BE PLACED ON THE FIRST

DAY. DOWELS INTO EXISTING CONCRETE ARE ALSO TO BE INSTALLED ON

THE FIRST DAY. CONCRETE SHALL BE POURED ON THE SECOND DAY. THE

THIRD, FOURTH, AND FIFTH DAYS ARE RESERVED FOR CURING.

4. ASPHALT PATCHES SHALL BE INSTALLED ON THIRD, FOURTH, OR FIFTH DAY.

FULL-DEPTH CONCRETE WORK SEQUENCE

DAY ACTION

WEEKEND 1 SAWCUT CONCRETE AND ASPHALT INTO

MANAGEABLE BLOCKS

PRIOR TO WEEKEND 2 PREFABRICATE STEEL MATS

WEEKEND 2 - DAY 1

(FRIDAY AFTER 3:00 PM)

REMOVE CONCRETE; DOWEL EXISTING

CONCRETE AND INSTALL REBAR

WEEKEND 2 - DAY 2

(SATURDAY)

POUR CONCRETE

WEEKEND 2 - DAY 3-5

(SUNDAY, MONDAY,

TUESDAY)

FLOOR REMAINS CLOSED

ALLOWING CONCRETE TO CURE

INSTALL ASPHALT PATCH

DAY 6 (WEDNESDAY) FLOOR REOPENS

CONCRETE FLOOR TOPPING WORK

1. THE TIPPING FLOOR SHALL BE TURNED OVER TO THE CONTRACTOR AT 3:00

PM ON A FRIDAY AND THE RECYCLING OPERATIONS WILL BEGIN AT 6:00 AM

ON THE NEXT MONDAY.

2. SAWCUT AND MILL CONCRETE ALONG PERIMETER OF FLOOR TOPPING AREA

TO A DEPTH OF AT LEAST 2" SO THAT THAT FINISHED FLOOR ELEVATION

AFTER TOPPING MATCHES THE ADJACENT EXISTING CONCRETE. THE 2"

MILLING MUST BE MAINTAINED FOR AT LEAST A 2' WIDTH ALONG PERIMETER.

3. USE SHOT BLASTING OR HYDRODEMOLITION TO OBTAIN A SURFACE FREE

OF CONTAMINATION WITH AN ICRI CSP 7 OR GREATER, THEN CLEAN THE

SURFACE REMOVING ALL LOOSE CONCRETE, DIRT, AND DEBRIS.

4. APPLY AN EPOXY BONDING AGENT TO THE CLEANED SURFACE.

5. INSTALL A 2" MIN. THICK FLOOR TOPPING OF METALLIC-AGGREGATE FLOOR

TOPPING.

6. APPLY CURING COMPOUND.

7. INSTALLATION SEQUENCE MAY VARY BASED ON MANUFACTURER'S

SPECIFICATIONS.

CONCRETE FLOOR TOPPING WORK SEQUENCE

DAY ACTION

WEEKEND 3 - DAY 1

(FRIDAY AFTER 3:00 PM)

SURFACE PREPARATION WORK

WEEKEND 3 - DAY 2

(SATURDAY)

INSTALL CEMENTITIOUS METALLIC FLOOR

TOPPING

WEEKEND 3 - DAY 3

(SUNDAY)

CONCRETE FLOOR TOPPING TO CURE

WEEKEND 3 - DAY 4

(MONDAY)

FLOOR REOPENS

LEGEND

AREA TO BE PREPARED FOR

CONCRETE FLOOR TOPPING

REMOVE FULL-DEPTH REINFORCED

CONCRETE PAD AND ASPHALT

PAVEMENT (ASSUME 12" THICK)

SAWCUT CONCRETE A MIN. OF 4" FROM

EDGE TO REMOVE WORN EDGES

52'-0'

'-6

'-0

" H

IG

H

PU

SH

W

AL

L

'-0

OP

EN

IN

G

C-102

B

'-0

'-0

" H

IG

H

PU

SH

W

AL

L

15'-0" HIGH PUSH WALL

'-0

DO

OR

OP

EN

IN

G

18'-0"

DOOR

OPENING, TYP.

5'-0" HIGH PUSH WALL

52'-0'

5'-0" HIGH PUSH WALL

25'-0'

15'-0" HIGH PUSH WALL

REMOVE 14 LF (MEASURED HORIZONTALLY) OF

15'-0" HIGH CONCRETE PUSH WALL. SEE

SECTION B ON THIS SHEET FOR EXISTING

DIMENSIONS AND REINFORCEMENT. SEE P-1

ON THIS SHEET FOR PHOTOGRAPH OF THE

EXISTING CONDITIONS.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 7

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

SRC PUSH WALL REMOVAL PLAN

DAVID HEBER

24GE05650400

DWH

JJK

As Shown 0

C-1024

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-102, C-501.DWG

SAVE DATE/TIME: 4/7/2026 11:26:53 AM

NJ PROFESSIONAL ENGINEER LIC. No.

1'-6"

5'-6"

1'-6" 2'-0"2'-0"

'-0

C O

N C

R

ET

E

PU

SH

W

AL

L

4' -0

1'

-6

2"x6" KEY

(TYP)

T/C EL. 73.33

SEE PLAN

SP

LI

C E

LE

N

G

TH

(T

YP

A

LL

P U

SH

W

AL

LS

VERT C.J.

(TYP LINES 5&9)

#7 @ 12 X 10'-0" T.U.L. ADD'L

CENTERED BETWEEN CONTINUOUS

BARS AND ABOVE FOUNDATION WALL

#7@12 T&B EW

#9@12 VEF

#5@12 HEF

NTS

SECTION B

C-102

EXISTING PUSH WALL

SCALE: 1" = 20'

FLOOR PLAN A

C-102

STAFFORD TRANSFER STATION

5' -0

NTS

PHOTOGRAPH P-1

C-102

EXISTING PUSH WALL

SAWCUT AT LIMIT

OF REMOVAL, TYP.

GENERAL NOTES:

1. THE STAFFORD TRANSFER STATION IS LOCATED AT 226 HAYWOOD ROAD,

STAFFORD TOWNSHIP, NJ.

DEMOLITION NOTES:

1. CONCRETE PUSH WALL SHALL BE SAWCUT AT LIMITS OF REMOVAL.

2. THE BASE OF THE WALL SHALL BE JACKHAMMERED DOWN TO 3" BELOW

FINISHED FLOOR TO CUT THE REBAR 3" BELOW FLOOR. AREA TO BE

PATCHED WITH CONCRETE TO PROVIDE A SMOOTH TRANSITION WITH THE

ADJACENT FLOOR. A CONCRETE BONDING AGENT IS TO BE USED IN THE

REPAIR.

3. THE EDGES OF ANY EXPOSED REBAR SHALL BE GROUND SMOOTH AND

PAINTED WITH GALVANIZED PAINT.

14'-0" TO BE REMOVED

S

'-0

9' -0

JN

T

JN

T

C J

JNT

CONCRETE PAD

CONCRETE PAD

(UNDER CANOPY)

29'-0"

14'-6" 14'-6"

C J

SHIPPING CONTAINER

ON CONCRETE PAD

SINGLE STREAM BUILDING

TIPPING ROOM

(CONCRETE FLOOR)

COMMINGLED BUILDING

PROCESSING ROOM

MACADAM

MACADAM

MACADAM

CONCRETE BIN BLOCK WALL

STEEL FRAME SET IN

CONCRETE FROM PRIOR PIT

DRUM FEEDER

MOVABLE CONCRETE WALL

MOVABLE CONCRETE WALL

CONCRETE BIN BLOCK WALL

CONC.

BLOCK

CONC.

BLOCK

BOLLARD, TYP.

C-501

D-3

CONCRETE PAVEMENT, GRADES AND

ELEVATIONS TO BE ESTABLISHED IN

THE FIELD WITH ENGINEER.

10'-0"

10'-0"

43'-9"

20'-9"

11'-6"

'-5

'-9

'-0

'-0

25'-6"

'-2

3' -6

109'-10"

3' -0

C J

C J

JN

T

JN

T

JNT

JNT

2' WIDE X 8" THICK ASPHALT

PATCH TO MATCH GRADES OF

EXISTING ASPHALT TO NEW

CONCRETE PAVEMENT, TYP.

AREA TO RECEIVE 2" MIN. CONCRETE

FLOOR TOPPING. SEE SHEET C-202

FOR FINISHED FLOOR ELEVATIONS.

JNT

JNT

JNT

JNTJN

T

JN

T

JN

T

SCALE: 1" = 10'

20100

NRC NEW WORK PLAN

DAVID HEBER

24GE05650400

DWH

JJK

1" = 10' 0

C-2015

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-201 NRC NEW WORK PLAN.DWG

SAVE DATE/TIME: 4/7/2026 11:28:52 AM

NJ PROFESSIONAL ENGINEER LIC. No.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

SCALE: 1" = 10'

NRC NEW WORK PLAN A

LEGEND

AREA TO RECEIVE 2" MIN.

FLOOR TOPPING

CONCRETE PAD

ASPHALT PATCH (8" THICK)

CONSTRUCTION JOINT

C-501

D-4

CONTRACTION JOINT

C-501

D-5

CJ

JNT

CONCRETE PAVEMENT

C-501

D-3

C-501

D-2

EDGE OR PILE OF

RECYCLABLES

BOLLARD (TYP.)

DRUM FEEDER

WALL

LARGE SECTION OF EXPOSED REBAR

WALL

WALL

WALL

WALL

6" ± DEPRESSION

.556.6

56.356.456.556.6

.7 56 .7

56.7

56.0

56.156.256.356.4

.1

56.2

56.3

56.4

56.5

56.6

56.7

56.4

56.4

56.5

56.5

56.6

56.6

56.7

56.5

56.5

56.6

56.4

56.4

56.5

56.5

56.6

.6

55.7

55.8

55.9

56.0

56.1

56.2

56.3

56.4

56.5

56.6

55.3

55.4

55.5

55.6

55.7

55.8

.8

.9

.0

.1

56.

56.3

.2

56.3

56.4

INTERIOR BUILDING LINE

54.8 555.4

54.8

55.2

55.2 355.2

55.6

55.9

56.2

55.3

55.6

55.8 055.9

556.2

56.3 656.4

856.4

56.3

56.2

56.1

55.8

55.6 456.0

55.6

55.4

55.4

55.3

55.4 055.4

655.5

55.6

55.8 356.1

56.3

56.4

56.4 256.4

56.4

56.7

56.3

56.5

56.5

56.5

56.6

56.6

56.5 0 56.4

56.3

56.1

55.9

55.9

56.1 856.3

056.3

56.4

56.5

56.5

56.3 8 56.2

9 56.0 8 55.9

55.9

56.0 456.3

56.4

55.8 656.2

256.3 056.3

56.3

56.6

56.4 1 56.3

56.1

8 56.1

55.8 3 55.7

55.5

55.7

55.4 555.5

55.3

55.0

55.2 355.4

55.5

55.5

55.7

56.0

56.2

56.4

56.5 7 56.6

56.6 6 56.6

56.6

56.6

56.6

56.6 9 56.6

4 56.6 1 56.6

3 56.6

56.4

56.4

56.4

56.4

56.5 156.5

56.2

56.0 5 55.9

55.9

56.0

2 56.3 1 56.3

56.3

56.3

56.4

56.4

56.7

56.6 856.6

56.6

956.6 656.7

56.7

056.5

56.3 556.2

856.2

56.2

56.3

56.5

56.7 6 56.7

56.7 3 56.7

56.7

56.7 256.6

956.7

56.7

56.7

56.7 0 56.6

56.7

56.7

56.7

56.7

56.7

56.7

56.6

56.6 456.6

56.6

56.6

56.6

856.6

56.6 6 56.6

56.6

56.6

5 56.6

56.6 856.6

56.7

56.7

56.6

56.6

56.6

56.6

56.6

56.6

56.6

56.4

56.4

56.6 2 56.6

56.5 3 56.4

56.5

56.4 256.4

56.4

56.4

756.5

56.6 056.6

456.6

56.4

56.5

56.4

56.5

56.6

56.6

56.6

56.6

56.6

56.6

56.6 2 56.5

6 56.5 4 56.4

56.4

56.5 056.5

56.6

56.6

856.6

56.7

56.6

56.6

56.5

56.5

56.4

56.5 256.5

56.6

56.6

556.6

56.7

56.7

56.6 9 56.7

0 56.6

56.6

56.6

56.5

56.5

56.5

56.3 956.4

156.4

56.3

56.2

56.3

56.3

56.4

56.4

56.4

56.6

56.4

56.5

56.3

56.3 656.4

56.3

56.3 9 56.4

56.4

56.4

56.3 456.4

156.3 556.3

456.3 856.4

56.5

456.5 756.6

56.6

56.4

56.3 2 56.1

56.3

56.5 1 56.4

55.9

56.3

56.0 5 56.0

56.2

56.2

56.3

56.3 4 56.3

56.2

56.1 6 56.1

56.2

56.3

56.3 2 56.3

7 56.4

56.3

56.2 056.2

56.6 356.5

956.6

56.6

56.4 556.4

56.4

56.4

56.4

56.4 756.4

56.4

56.5 1 56.5

56.5

5 56.5

56.4

56.4 256.4

0.00 56.4

56.5

56.6

56.4

56.2

56.3

56.3 456.2

56.2

056.1

56.1

56.5

56.7

56.0

56.1

56.2

56.3

56.4

56.5

56.6

56.0

56.1

56.2

56.3

56.4

56.5

56.6

56.65

56.65

56.65

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

SCALE: 1" = 5'

SURVEY NOTES:

1. TOPOGRAPHIC INFORMATION SHOWN HEREON WAS OBTAINED IN THE FIELD

BY MOTT MACDONALD ON NOVEMBER 22, 2025.

2. THE HORIZONTAL COORDINATE SYSTEM IS THE NEW JERSEY STATE PLANE

COORDINATE SYSTEM (NAD83) AND VERTICAL DATUM IS THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88);

CUT FILL MAP

THE COLOR BANDING SHOW BELOW IS A COMPARISON OF THE EXISTING FLOOR

ELEVATIONS AND 2" BELOW FINISHED FLOOR ELEVATIONS.

7" - 8"

6" - 7"

5" - 6"

4" - 5"

3" - 4"

2" - 3"

1" - 2"

0" - 1"

1" - 0"

8" - 9"

DEPTH ABOVE FINISHED FLOOR

ELEVATION LESS 2"

(DEPTH OF FLOOR TO BE GROUND

DOWN TO ALLOW FOR 2" FLOOR

TOPPING)

2" - 1"

3" - 2"

SINGLE STREAM BUILDING

FLOOR TOPPING GRADING & CUT/FILL

DAVID HEBER

24GE05650400

DWH

JJK

1" = 5' 0

C-2026

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-901 CUT FILL MAP.DWG

SAVE DATE/TIME: 4/6/2026 4:05:04 PM

NJ PROFESSIONAL ENGINEER LIC. No.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 7

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

FILL VOLUMES:

49 CY THE VOLUME OF FLOOR TOPPING NEEDED TO APPLY 2" LAYER

OVER THE ENTIRE 7,880 SF AREA.

20 CY THE VOLUME OF FLOOR TOPPING NEED TO FILL IN THE AREAS

OF THE FLOOR THAT ARE WORN DEEPER THAN 2".

FILL VOLUMES PROVIDED ARE A DIRECT OUTPUT FROM THE COMPARISON OF

TWO SURFACES GENERATED IN AUTOCAD. CONTRACTOR SHALL PURCHASE

MATERIAL BASED ON THEIR EXPERIENCE OF HOW MUCH IS REQUIRED FOR

THE FILL VOLUMES PROVIDED ALONG WITH AN UNDERSTANDING THAT THE

FLOOR WAS SURVEYED ON APPROXIMATELY A 5' X 5' GRID. CONTRACTOR

SHALL PROVIDE ENOUGH MATERIAL TO MEET THE FINISHED PROPOSED

FINISHED FLOOR ELEVATIONS.

AREA OF NEW,

FULL-DEPTH CONCRETE

(600 SF) AREA OF NEW,

FULL-DEPTH CONCRETE

(188 SF)

AREA OF NEW,

FULL-DEPTH CONCRETE

(144 SF)

SCALE: 1" = 5'

FLOOR TOPPING GRADING & CUT/FILL

56.65

LEGEND

PROPOSED

CONTOUR

DEPTH BELOW FINISHED

FLOOR ELEVATION LESS 2"

4 ± 0.375"

3"

8"

3/4" DIA. DOWEL, 2'-6" LONG,

SPACED AT 12" EITHER ONE

PIECE OR THREADED SPLIT

TYPE DOWEL MAY BE USED PAINT AND OIL ONE

END OF DOWEL

REINFORCING STEEL IS NOT

CARRIED THROUGH JOINT

JOINT SEALANT

TRANSVERSE

4"

8"

NO. 5 DEFORMED STEEL TIE

BARS 2'-6" LONG AND SPACED

2'-6" ON CENTERS

REINFORCING STEEL IS NOT

CARRIED THROUGH JOINTJOINT SEALANT

TIED LONGITUDINAL

3" MAX. 3" MAX.

3" MAX.

3" MAX.

REINFORCING

STEEL

REINFORCING

STEEL

T

8"

5,000 PSI CONCRETE

PAVEMENT

3"

8" DGA BASE COURSE

COMPACTED TO 95%

MODIFIED PROCTOR

#4 REBAR @ 12" O.C. E. W.

JOINTS AS

SHOWN ON PLAN

COMPACTED

SUBGRADE

W W

D

CONSTRUCTION

JOINT

PAVEMENT

SURFACE

PAVEMENT

SURFACE

POURED

JOINT

SEALER

BACKER

MATERIAL

BUTTED

JOINT

W = WIDTH OF SEALANT RESERVOIR (SEE TABLE)

D = DEPTH OF SEALANT (1.5 x W)

T = DEPTH OF INITIAL SAWCUT OR INSERT TYPE JOINT

FORMER (CONTRACTION JOINT)

a. 1/4 SLAB THICKNESS

JOINT

SPACING

FT.

WIDTH IN.

MIN. MAX.

1/2 5/8<25

3/4 7/825-50

1.0 1-1/8>50

TABLE

NOTE: TOP OF SEALANT WILL BE 1/8 IN.

BELOW TOP OF PAVEMENT.

D

T POURED JOINT

SEALER

JOINT BOTTOM

BACKER MATERIAL

INITIAL SAWCUT

(1/8") OR INSERT

CRACK

CONTRACTION

JOINT5,000 PSI CONCRETE PAVEMENT

FINISHED FLOOR ELEVATION TO BE

2" LOWER THAN ELEVATIONS

SHOWN ON GRADING PLAN TO

ALLOW FOR 2" FLOOR TOPPING,

TYP. #4 REBAR @ 12" O.C. E. W.

JOINTS AS SHOWN ON PLAN

REPAIR 40 MIL GEOMEMBRANE

LINER; IF DISTURBED, REPLACE

AS REQUIRED.

4" EXISTING LAYER OF SAND

BELOW CONCRETE TO BE

PRESERVED

2" CLEAR

2" CLEAR

T

8"

3/4" DIA. DOWELS SPACED AT 30". EITHER

ONE PIECE OR A THREADED SPLIT TYPE

DOWEL MAY BE USED. DOWELS TO

EMBED 6" INTO EXISTING CONCRETE

FLOOR AND 2'-6" INTO NEW SLAB, TYP.

EXISTING CONCRETE

PAVEMENT

JOINT SEALANT

NEW CONCRETE PAVEMENT

REINFORCING

STEEL

3/4" DIA. DOWELS SPACED AT 30". EITHER

ONE PIECE OR A THREADED SPLIT TYPE

DOWEL MAY BE USED. DOWELS TO

EMBED 6" INTO EXISTING CONCRETE

FLOOR AND 2'-6" INTO NEW SLAB, TYP.

EXISTING

CONCRETE PAD

FILL JOINT WITH ASPHALTIC

LIQUID JOINT SEALER

NEW CONCRETE PAVEMENT SHALL BE 2"

LOWER THAN EXISTING CONCRETE TO

ALLOW FOR 2" FLOOR TOPPING.

REINFORCING

STEEL

H

AL

F

TH

IC

KN

ES

S

3"

SAWCUT EXISTING CONCRETE

(AT LEAST 4" FROM EDGE TO

REMOVE WORN EDGES)

FILL ANY VOIDS BELOW EXISTING

SLAP WITH CONCRETE

CONCRETE PAD

CONCRETE PAVEMENT

SAWCUT EXISTING CONCRETE

(AT LEAST 4" FROM EDGE TO

REMOVE WORN EDGES)

FILL ANY VOIDS BELOW EXISTING

SLAP WITH CONCRETE

H

AL

F

TH

IC

KN

ES

S

3"

2"

CONCRETE FLOOR TOPPING TO BE

CONSTRUCTED ON SEPARATE WEEKEND.

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

CONSTRUCTION DETAILS

DAVID HEBER

24GE05650400

DWH

JJK

As Shown 0

C-5017

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-102, C-501.DWG

SAVE DATE/TIME: 4/22/2026 10:56:29 AM

NJ PROFESSIONAL ENGINEER LIC. No.

NTS

CONTRACTION JOINTS D-5

C-501

NTS

CONCRETE PAVEMENT SECTION D-3

C-501

NTS

JOINT SEALANT DETAIL D-1

C-501

NTS

CONCRETE PAD SECTION D-2

C-501

NTS

CONCRETE JOINT D-4

C-501

NOTES:

1. USE A CONSTRUCTION JOINT (DETAIL D-3 ON THIS SHEET) WHEN ABUTTING THE EXISTING

CONCRETE PAD, TYP.

2. 2" FLOOR TOPPING TO BE CONSTRUCTED ABOVE CONCRETE PAD ON SEPARATE WEEKEND.

CONTRACTOR TO SHORE UP

BUILDING BEFORE

DISCONNECTING COLUMN OF

T-HANGER.

24" Ø MIN.

DRILL AND ANCHOR GALVANIZED ANCHOR

BOLTS, DIAMETER AND QUANTITY TO

MATCH EXISTING. USE HILTI HIT HY 200

AND 8" EMBEDMENT. BOLTS TO BE A

MINIMUM OF 3" FROM EDGE OF CONCRETE.

USE NON-SHRINK GROUT AS NEEDED TO

ADJUST COLUMN SO THAT T-HANGER

DOOR CLOSES CORRECTLY WITHOUT GAP

ALONG SIDE OF DOOR.

(8) #4 TIES, FIRST TWO AT

TOP TO BE 3" OC, EQUALLY

SPACE REMAINDER

(6) VERTICAL #6

REBAR EQUALLY

SPACED

6" OF 3/4"

CRUSHED STONE

TOP OF PIER TO BE SET TO

MATCH ELEVATION OF OTHER

PIERS THAT HAVEN'T SETTLED

GRASS OR CONCRETE

SIDEWALK T-HANGER CONCRETE FLOOR

5,000 PSI CONCRETE

SAW CUT T-HANGER CONCRETE

FLOOR AS NEEDED TO FIT

FORMWORK (SONOTUBE OR EQUAL).

INSTALL 1/2" EXPANSION JOINT

BETWEEN PIER AND FLOOR.

3" CLR (TYP.)

RevStatus

Drawing Number

Scale at ANSI D

Eng check

Approved

Coordination

Dwg check

Drawn

Designed Title

Security

Client

App’dCh’k’dDescriptionDrawnDateRev

Project Number TotalB/O

© Mott MacDonald

This document is issued for the party which commissioned it and for specific purposes connected with the captioned project only. It should not be relied upon by any other party or used for any other purpose. We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties.

www.mottmacamericas.com

Date

111 Wood Avenue South Iselin, NJ 18830 United States of America Certificate No. 24GA28016600

T +1 (800) 832 3272 F +1 (973) 376 1072

OCEAN COUNTY BOARD OF

COMMISSIONERS

101 HOOPER AVENUE

TOMS RIVER, NJ 08753

507111580-001 8

NORTHERN RECYCLING CENTER

CONCRETE FLOOR TOPPING

LAKEWOOD, OCEAN COUNTY, NJ

STDAPR

T-HANGER FOUNDATION REPAIR

DAVID HEBER

24GE05650400

DWH

JJK

As Shown 0

C-5028

C:\PWWORKING\HMM\ENVIRONMENTAL\HEB74888\DMS52585\C-502 T HANGER REPAIR.DWG

SAVE DATE/TIME: 4/28/2026 2:09:03 PM

NJ PROFESSIONAL ENGINEER LIC. No.

SCALE: 1" = 200'

LOCATION MAP A

C-102

OCEAN COUNTY AIRPORT

GENERAL NOTES:

1. THE OCEAN COUNTY AIRPORT IS LOCATED AT 101 AIRPORT ROAD, BAYVILLE, NJ.

DEMOLITION NOTES:

1. CONTRACTOR TO PROVIDE TEMPORARY SHORING FOR BUILDING COLUMN BEFORE

DISCONNECTING COLUMN ANCHORAGE.

2. CONTRACTOR TO REMOVE EXISTING CONCRETE PIER. DEPTH IS NOT KNOWN AND

DIAMETER IS ~9".

3. DISTURBED LAWN AREAS TO BE RESTORED WITH TOPSOIL AND SEED.

SCALE: 1" = 200'

4002000

REPAIR THE FOUNDATION AT

THE SOUTHEAST CORNER OF

THIS T-HANGER AS DESCRIBED

IN NOTES, PHOTOS, AND

DETAILS ON THIS SHEET.

SCALE: 1" = 200'

EXTERIOR A

C-102

SOUTHEAST CORNER

SCALE: 1" = 200'

INTERIOR B

C-102

SOUTHEAST CORNER

SCALE: 1" = 200'

COLUMN/CEILING FRAMING C

C-102

SCALE: 1" = 200'

DISPLACED PIER D

C-102

SOUTHEAST CORNER

SCALE: 1" = 200'

(DIFFERENT COLUMN) E

C-102

COLUMN CONNECTION

~9" Ø CONCRETE PIER HAS

SETTLED A FEW INCHES

AND HAS DISPLACED.

CLEARER PHOTO OF

COLUMN CONNECTION.

THIS COLUMN IS LOCATED

AT OTHER END OF DOOR.

GAP BETWEEN HANGER

DOOR AND COLUMN.

DOOR OF HANGER DOES

NOT CLOSE PROPERLY

DUE TO MOVEMENT OF

PIER (FOUNDATION)

DOOR OF HANGER

TEMPORARILY REMOVE

WALL PANEL TO ACCESS

FOUNDATION BOLT(S)

REMOVE SECTION OF WALL

PANEL TO ACCESS

FOUNDATION BOLT(S).

REINSTALL WALL PANEL AT

END OF WORK.

EXCAVATE TO REMOVE

CONCRETE PIER AND

INSTALL NEW FOUNDATION.

THIS SIDE OF HANGER

OPENS (HANGER DOOR)

CONTRACTOR TO SHORE

CORNER OF BUILDING TO

SUPPORT IT DURING THE

REMOVAL AND REPLACEMENT

OF THE PIER FOUNDATION.

SAWCUT CONCRETE AND

ASPHALT AND REMOVE. REPLACE

WITH 3' X 8' CONCRETE SIDEWALK.

SEE D-2 ON THIS SHEET.

3' WIDE

8' LONG

NOTES:

1. NEW SIDEWALK TO BE A 3' WIDE X 8' LONG SECTION.

2. CONTRACTOR TO SUPPORT WELDED WIRE MESH ON "CHAIRS" - BRICK, STONE OR

CONSTRUCTION DEBRIS ARE NOT ACCEPTABLE. WHERE PROPOSED CONCRETE PAVEMENT

ABUTS MASONRY STRUCTURES CONTRACTOR IS TO INSTALL EXPANSION JOINTS.

4" 4"

COMPACTED SUBRADE

6"

TOP SOIL

NTS

SIDEWALK DETAIL D-2

C-502

CUT CONTROL JOINT AT HALF THE

LENGTH (4') AND FILL WITH JOINT

SEALER AS MANUFACTURED BY

SIKA CORP. OR EQUAL.

4" THICK SIDEWALK TO

BE 5,000 PSI CONCRETE

W4xW4, 4x4 WWM

EXPANSION JOINT WHERE

SIDEWALK IS INSTALLED

ADJACENT EXISTING

CONCRETE, TYP.

COMPACTED 3/4"

CRUSHED STONE

NTS

FOUNDATION REPAIR D-1

C-502

THIS SIDE OF HANGER

OPENS (HANGER DOOR) THIS SIDE OF HANGER

OPENS (HANGER DOOR)