600 FT

600 FT

600 FT

600 FT

200FT 200F

T

200FT200F

T

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

T-1.00

Z:\2

019\

1903

6 - J

&J

BUIL

DERS

- AV

E E

- BAY

ONNE

\2. D

RAW

INGS

\4. A

PPRO

VALS

\2. S

HEET

S\T-

1.00

.DW

G\\\T

-1.0

0

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

GENERAL:

ZONING ANALYSIS DRAWING LIST

200FT RADIUS MAP (TAX MAP 109)

AVENUE E LOFTS

PROJECT INFORMATION

PROPOSED NEW 6 STORY MULTI-FAMILY BUILDING194-200 AVENUE E458, LOTS: 7, 8, 9BAYONNE, HUDSON COUNTY, NJ

TOTALS: 0BR: (4) = 10% (+/- 535 SF)1BR: (17) = 20% (+/- 730-820 SF)2BR: (19) = 17% (+/- 935-975 SF)

BUILDING RENDERING

FLOOR PARKING BIKES 0BR 1 BR 2 BR TOTAL GROSS AREA F.A.R.GROUND 41 SPACES 40 - - - - 11,370 SF 0.922 - - 1 5 4 10 10,705 SF 0.863 - - 1 4 5 10 10,705 SF 0.864 - - 1 4 5 10 10,705 SF 0.865 - - 1 4 5 10 10,705 SF 0.866 - - - - - - 4,655 SF 0.38TOTAL RES. 41 40 4 17 19 40 4.73TOTAL BUILD-OUT 58,845 SF

T-1.00 TITLE SHEETT-1.01 EXISTING SITE PHOTOS

C-1.00 EXISTING CONDITIONS PLANC-1.10 DEMOLITION PLANC-1.20 DIMENSIONAL SITE PLANC-1.30 DRAINAGE SITE PLANC-1.40 UTILITIES SITE PLANC-1.41 UTILITIES NOTESC-1.50 SOIL EROSION & SEDIMENT CONTROL PLANC-1.60 LANDSCAPING SITE PLANC-1.70 LIGHTING SITE PLANC-1.80 CIRCULATION SITE PLAN

C-2.00 CONSTRUCTION DETAILS IC-2.10 CONSTRUCTION DETAILS IIC-2.20 CONSTRUCTION DETAILS IIIC-2.30 CONSTRUCTION DETAILS III

A-1.01 GROUND FLOOR PLANA-1.02 SECOND FLOOR PLANA-1.03 TYPICAL FLOOR (3-4) PLANA-1.04 FIFTH FLOOR PLANA-1.05 ROOF (PENTHOUSE) PLAN

A-2.00 ELEVATIONSA-2.01 ELEVATIONS

S-1.00 RENDERED SITE PLAN

ARCHITECTURAL:

5. APPROVED BY THE CITY ENGINEER

(CITY ENGINEER)

(DATE)

(CHAIRMAN)

(SECRETARY) (DATE)

(DATE)

4. APPROVED BY CENTRAL PLANNING BOARD

(CITY CLERK) (DATE)

3. VERIFICATION THAT PAYMENT OF MUNICIPAL TAXES OR ASSESSMENT

(BUILDING PERMIT ISSUED)

IS CURRENT.

(DATE)

(CITY CLERK) (DATE)

APPROVAL BLOCK

PRIMARY DEVELOPER / BUSINESS CONTACTJJ BUILDERS711 COMMERCE ROADLINDEN, NJ 07036

ARCHITECT / CIVIL ENGINEERINGLESE ARCHITECTURE + ENGINEERING (IAE)632 POMPTON AVENUECEDAR GROVE, NJ 07009

CONTACT : ANTHONY D'AGOSTA III, AIAPHONE # : (201).438.0081 EX. 106EMAIL : anthony@inglese-ae.com

PRELIMINARY AND FINAL SITE PLAN SUBMISSION

KEY MAP

PROJECT SUMMARY

EXISTING PROPOSED

NOTES:1. GROUND FLOOR USE(S) WILL COMPLY WITH THE GROUND FLOOR USE STANDARDS.2. AS PER FEMA FLOOD INSURANCE RATE MAP (FIRM), THE SITE IS NOT IN A FLOOD HAZARD AREA.3. THE SANITARY DISTRICT OF THE PROPOSED SITE IS TRIBUTARY TO PASSAIC VALLEY SEWERAGE COMMISSION.

PROPOSED 6-STORY MIXED USE BUILDING

SITE PLANS:

PROJECT NARRATIVE

TRASH COLLECTIONThe trash collection for the residential tenants in the building will be via a trash room at each floor level and trash chute with compactor located in the ground floor trash room.Compacted trash will be brought to the street for pickup by municipal collection services or private hauler.

This application proposes to the demolition of (2) existing residential buildings and surface parking lot and the subsequent construction of a new 6-story multi-family mid-risebuilding. As currently contemplated and proposed, the development will include approximately 40 residential dwellings and 41 onsite parking spaces contained within a groundlevel garage.

The building falls within the city of Bayonne 194-200 Avenue E and East 19th Street Redevelopment Plan. The project site is located mid-block on the east side of Avenue E inthe city of Bayonne.

AMENITIESIt is the intention of the applicant to provide a ground level bike room, indoor common amenity space on a partial 6th floor and green roof.

PROJECT DIRECTORY

PROPOSED ADDRESS: 194-200 AVENUE E, BAYONNE, NJ

BLOCK: 458

LOTS: 7,8,9

ZONING: 194-200 AVENUE E AND EAST 19TH STREET REDEVELOPMENT PLAN

EXISTING USE: SURFACE PARKING, MID-RISE MULTIFAMILY BUILDING

PROPOSED USE: MULTI-FAMILY RESIDENTIAL/PARKING GARAGE

WORK PROPOSED: DEMOLITION OF EXISTING BUILDINGS AND CONSTRUCTION OF NEW BUILDING

TOTAL LOT AREA: 12,500 SF (0.29 AC)

BUILDING AREA: 11,370 SF (91%)

PAVING & CIRCULATION AREA: 330 SF (3%)

LANDSCAPING AREA: 800 SF (6%)

ADDRESS: 194-200 AVENUE EBAYONNE, NJBLOCK: 458 LOTS: 7,8,9

APPLICANT: JJ BUILDERS711 COMMERCE ROADLINDEN, NJ 07036

1. I HEREBY CERTIFY THAT A BOND HAS BEEN POSTED FOR ALL THEREQUIRED IMPROVEMENTS IN COMPLIANCE WITH ALLAPPLICABLE CODES AND ORDINANCES.

SCALE: 1" = 100'SCALE: NONE

SUBJECT TO CHANGE

TITLE, ZONING ANALYSIS, MAPS, RENDER

SIGNAGE BUILDING SIGNAGE FOR EACH MULTI-FAMILY DWELLING SHALL BE LIMITEDTO ONE (1) SIGN AFFIXED TO THE PRINCIPAL ELEVATION HAVING AMAXIMUM SIGN AREA OF NO GREATER THAN 30 SQUARE FEET

30 SF SIGNAGE, SEE A-2.00 YES

ZONING DISTRICT: 194-200 AVENUE E AND EAST 19TH STREET REDEVELOPMENT PLAN

COMPLIES

EXISTING PROPOSED

LOT DEPTH

PERMITTED PRINCIPAL USE

0 FT (from existing Right-of-Way Line)

(a) MULTIFAMILY RESIDENTIAL DWELLINGS CONSISTING OF STUDIO, ONE AND TWOBEDROOM UNITS ARE PERMITED. NO THREE BEDROOMS UNITS ARE ALLOWED

-

RESIDENTIAL / SURFACE PARKING

100 FT

RESIDENTIAL APARTMENT BUILDING

100 FT

YES

YES

OFF-STREET PARKING - 41 SPACES (1 SPACES/UNIT)

MINIMUM SIDEWALK WIDTH PREVAILING / 12 FT 13.8 FT 13.8 FT YES

LOT SIZE - 12,500 SF 12,500 SF YES

LOT WIDTH - 125 FT 125 FT YES

MAXIMUM BUILDING HEIGHT 6 STORIES / 95 FT w/mechanicals 1 STORIES / 13 FT 6 STORIES / 66.10 FT YES

MINIMUM YARDS

BLOCK 458, LOTS 7,8,9 BLOCK 458, LOTS 7,8,9REQUIRED/PERMITTEDREGULATION

FRONT YARD 0 FT 0 FT YES

FROM BLOCK 458 LOT 10: 5 FTFROM BLOCK 458 LOT 6: 3 FT

SIDE YARD - FROM BLOCK 458 LOT 10: 5 FTFROM BLOCK 458 LOT 6: 3 FT GROUND FLOOR / 5 FT UPPER FLOORS

YES

FROM NJ TRANSIT RIGHT-OF-WAY: 0-5 FT NJ TRANSITREAR YARD - 0 FT GROUND FLOOR YES

1 SPACE PER DWELLING UNIT = 40 SPACES REQ'D

THREE-BEDROOM UNITS - 0 YESNOT ALLOWED

OUTDOOR RECREATION AREA - 6,120 SF GREEN ROOF (67.0%) YESMINIMUM 20% OF LOT AREA

5 FT UPPER FLOORS YES

PERMITTED ACCESSORY USE FENCES, SIGNS, PARKING, STRUCTURED PARKING OR SUBTERRANEAN PARKING, OUTDOORROOFTOP SEATING, RECREATION AMENITIES, BALCONIES AND TERRACES, LANDSCAPING,UTILITIES INCLUDING ALTERNATIVE ENERGY SOURCES, INDOOR REFUSE CHUTE AND REFUSEROOM AND OUTDOOR REFUSE ENGLOSURE, ANY USE THAT IS CUSTOMARY AND INCIDENTAL TOANY PRINCIPAL USES SET FORTH HEREIN.

STRUCTURED, SURFACE PARKINGGREEN ROOF

YESRESIDENTIAL / SURFACE PARKING

PARKING STALL DIMENSION - 9FT X 18FT

YES

9FT X 18 FT -

MAX. TRACT COVERAGE (BUILDING + PAVEMENT) - 11,700 SF (94%) YES95%

BICYCLE PARKING - 40 YES1 SPACES PER UNIT (40 REQ'D)

ELECTRICAL VEHICLE PARKING SPACE - 2 YES1 EV PARKING SPACE PER 30 PARKING SPACES = 1 REQ'D

MECHANICAL (STACKED) OR AUTOMATED - 34 PARKING STALLS YESALLOWED

MAX. DENSITY 40 UNITS - 40 UNITS

MINIMUM SETBACKS 6TH FLOORFRONT (FROM AVENUE E) 6TH STORY: 40 FT

STAIRCASES AND ELEVATOR: 20 FT- 6TH STORY: 40 FT

STAIRCASES AND ELEVATOR: 20.5 FTYESYES

SIDE YARD 20 FT (GREEN ROOF PERMITED) - 20 FT YES

YES

REAR YARD 0 FT (PARTIAL 6TH STORY: UNITS / INDOOR COMMON AMENITY SPACE) - 0 FT (PARCIAL 6TH STORY: LOFTS AND INDOOR COMMON AMENITY SPACE) YES

MIN. SIDEWALK SIDEWALK -12 FT ( CONTAINING 3 FT PLANTING ZONE BETWEEN SIDEWALK ANDSTREET AND 4 FT PEDESTRIAN WALKING AREA)

13.7 FT ( CONTAINING 3 FT PLANTING ZONE BETWEEN SIDEWALK ANDSTREET AND 4 FT PEDESTRIAN WALKING AREA)

YES

RSIS PARKING REQUIREMENT - 41 SPACES PROVIDED NO1.8 SPACES PER STUDIO OR 1-BEDROOM = 1.8 * 21 = 37.82.0 SPACES PER 2-BEDROOM = 2.0 * 19 = 38.0

TOTAL REQ'D = 76 SPACES

YES

YES

-

AVEN

UE E

19TH STREET

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

T-1.01

Z:\2

019\

1903

6 - J

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\2. D

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INGS

\4. A

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-1.0

1

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

EXISTING CONDITIONS

3

EXISTING BIRD'S EYE

1

EXISTING BIRD'S EYE

2

EXSTING SATELLITE

4

VIEW NORTH FROM AVENUE E

5' 10' 25'

CONSULTANTS:

T H I S D O C U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.00

Z:\2

019\

1903

6 - J

&J

BUIL

DERS

- AV

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ONNE

\2. D

RAW

INGS

\4. A

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\2. S

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S\C-

1.00

- SR

VY.D

WG\

\\C-1

.00

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

EXISTING CONDITIONSSITE PLANSCALE:

EXISTING CONDITIONSSITE PLAN

1 1" = 10'

SURVEYOR'S INFORMATION & GENERAL NOTES

1. PROPERTY BOUNDARIES AND EXISTING CONDITIONS WERE FROM SURVEY DATED NOVEMBER 11, 2019, BY CPL PARTNERSHIP.

2. THE SURVEY LISTED WITHIN THE PLAN REFERENCES ON THE COVER SHEET SHALL BE CONSIDERED A PART OF THIS PLAN SET AND ALL

INFORMATION CONTAINED WITHIN THE SURVEY AND ASSOCIATED DOCUMENTS SHALL BE UTILIZED IN CONJUNCTION WITH THIS PLAN

SET. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN A COPY OF THE SURVEY AND REVIEW IT THOROUGHLY PRIOR TO THE START OF

CONSTRUCTION.

3. LOCATIONS AND TYPES OF UTILITIES SHOWN HEREON ARE DERIVED FROM FIELD LOCATION AND AVAILABLE UTILITY MAPS. PRIOR TO ANY

EXCAVATION CONTACT THE MUNICIPAL OFFICE, SEWER, AND WATER DEPARTMENTS, THE LOCAL CARRIERS OF TELEPHONE AND CABLE,

AND PUBLIC SERVICE ELECTRIC & GAS CO.

4. THIS SURVEY IS SUBJECT TO THE FACTS AND FINDINGS OF A COMPLETE TITLE SEARCH.

5. THIS SURVEY IS NOT VALID UNLESS SIGNED AND SEALED BY THE LICENSED SURVEYOR.

6. PER THE NATIONAL FLOOD INSURANCE PROGRAM MAP NO. 34013C 0156 F WITH AN EFFECTIVE DATE OF JUNE 4, 2007 THE PROPERTY

SHOWN HERE ON FALLS IN ZONE X AND DOES NOT FALL IN A SPECIAL FLOOD HAZARD AREA.

1 COMPLETENESS 08.20.2021

1

EXISTINGROOF OVERHEADTO BE REMOVED

EXISTING 1- STORYMASONRY BUILDING

DEMOLISHED

EXISTING TREESAND SHRUBS INOVERGROWN AREATO BE REMOVED

EXISTING GATE TOBE REMOVED

EXISTING 2-STORYMASONRY TO BE

DEMOLISHED

EXISTING VINYLSHED TO BEREMOVED

EXISTING FENCE TOBE REMOVED

EXISTING CONCRETEPORCH TO BEREMOVED

EXISTING FENCE TOBE REMOVED

EXISTING CONCRETETO BE REMOVED

EXISTING FENCE TOBE REMOVED

EXISTING FENCE TOBE REMOVEDEXISTING

CONCRETE TO BEREMOVED

EXISTING WALLBRICK TO BEREMOVED

EXISTING WALLTO BEDEMOLISHED

EXISTING FENCE TO BEREMOVED- OWNER TOCOORDINATE W/ADJACENT PROPERTYOWNER

EXISTING FENCE TO BEREMOVED- OWNER TOCOORDINATE W/ADJACENT PROPERTYOWNER

EXISTING FENCE TO BEREMOVED- OWNER TOCOORDINATE W/ADJACENT PROPERTYOWNER

EXISTING IBAR TO BEREMOVED

EXISTING CURB TOBE REMOVED

EXISTING PLANTERAREA TO BEREMOVED

EXISTINGCONCRETE CURBTO BE REMOVED

EXISTING CURB TOBE REMOVED

EXISTING CONCRETESIDEWALK TO BEREMOVED

EXISTINGPLANTER TO BEREMOVEDEXISTING PLANTER

AREA TO BEREMOVED

EXISTING INLET TOREMAIN AND BEPROTECTED DURINGCONSTRUCTION

EXISTING POLES TO BEPROTECTED DURINGDEMO PHASE

EXISTING INLET TOREMAIN AND BEPROTECTED DURINGCONSTRUCTION

EXISTING OHW TOBE DISCONNECTEDAT POLE BY UTILITYPROVIDER

EXISTING DEP CURBTO BE REMOVED

5' 10' 25'

DEMOLITION NOTES

1. CONFORM TO APPLICABLE CODE FOR DEMOLITION WORK, DUST CONTROL AND PRODUCTS REQUIRING ELECTRICAL DISCONNECTION.2. THE DEMOLITION PLAN IS TO PROVIDE GENERAL INFORMATION. THE CONTRACTOR SHALL REVIEW THE DRAWING SET, REPORTS, ANY

REFERENCE DOCUMENTS, AND TASKS REQUIRED TO COMPLETE THE SITE IMPROVEMENTS3. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL REQUIRED PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION. THE

CONTRACTOR MUST ENSURE THAT ALL DEMOLITION ACTIVITIES ARE PERFORMED IN ACCORDANCE WITH LOCAL, STATE, ANDFEDERAL CODES.

4. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE LOCAL UTILITY AUTHORITY TO DISCONNECT ALL UTILITIES PRIOR TOCOMMENCING ANY DEMOLITION WORK. CONTRACTOR TO MARK THE LOCATION AND TERMINATION OF SAID UTILITIES.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MEANS & METHODS OF OFF-SITE DISPOSAL AND DEMOLITION ACTIVITIES.6. THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN APPROPRIATE PERMITS AND REMOVE ALL DEBRIS ON SITE AND DISPOSE OF

ALL DEBRIS IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. DO NOT BURN OR BURY ANY WASTE ON SITE. THECONTRACTOR IS TO MAINTAIN RECORDS OF ALL WASTE REMOVAL TO DETERMINE COMPLIANCE WITH SAID REGULATIONS.CONTRACTOR TO LEAVE SITE IN CLEAN CONDITION.

7. DO NOT CLOSE OR OBSTRUCT EGRESS WIDTH TO ANY BUILDING OR SITE EXIT.8. THE CONTRACTOR IS TO PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES.9. THE CONTRACTOR IS RESPONSIBLE TO CONDUCT DEMOLITION OPERATIONS AS TO MINIMIZE ANY INTERFERENCE OR DAMAGE TO

ADJACENT STRUCTURES. CONTRACTOR TO PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES. THE CONTRACTOR ISRESPONSIBLE TO IDENTIFY AND PROVIDE ANY SHORING OR BRACING TO MAINTAIN ADJACENT STRUCTURES INTACT.

10. THE CONTRACTOR IS TO CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR TO BE IN DANGER. NOTIFYAUTHORITY HAVING JURISDICTION AND ARCHITECT/ ENGINEER. DO NOT RESUME OPERATIONS UNTIL DIRECTED.

11. THE CONTRACTOR AND OWNER TO OBTAIN WRITTEN PERMISSION FROM ADJACENT PROPERTY OWNERS WHEN DEMOLITIONEQUIPMENT WILL TRAVERSE, INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY.

12. SPRINKLE WORK WITH WATER TO MINIMIZE DUST. PROVIDE HOSES AND WATER CONNECTIONS FOR THIS PURPOSE.13. ALL MATERIAL POTENTIALLY CONTAINING LEAD IS TO BE TESTED AND DISPOSED OF ACCORDING TO FEDERAL, STATE AND LOCAL

REGULATIONS. WORK TO BE OVERSEEN BY AN ENVIRONMENTAL ENGINEERING CONSULTANT.14. ALL EXCAVATIONS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO SUPPORT SITE AND BUILDING

IMPROVEMENTS. A GEOTECHNICAL ENGINEER SHALL OBSERVE AND CERTIFY THAT BACKFILL MATERIAL MEETS ALL SOILREQUIREMENTS TO SUPPORT THE BUILDING STRUCTURE.

15. ALL DEMOLITION MATERIAL AND DEBRIS AND ALL ITEMS REMOVED FROM THE PROPERTY AND THE PUBLIC AREAS ADJACENT, SHALLBE DISPOSED OUTSIDE OF CITY LIMITS OF BAYONNE IN ACCORDANCE WITH THE RULES AND REGULATION OF THE CITY'SENVIRONMENTAL COMMISSION AND IN ACCORDANCE WITH THE REGULATIONS AND LAWS OF THE NJDEP.

WORK TO BE PERFORMED:

1. CONTRACTOR IS TO DESCRIBE DEMOLITION REMOVAL PROCEDURES AND SCHEDULE OF WORK.2. CONTRACTOR IS TO CONTACT ARCHITECT/ ENGINEER BEFORE REMOVAL OF ANY WALL IN WHICH CONTRACTOR IS UNSURE OF.3. PROTECT EXISTING MATERIALS AND THOSE ITEMS WHICH ARE NOT TO BE DEMOLISHED.4. DISCONNECT, REMOVE OR CAP AND IDENTIFY DESIGNATED UTILITIES WITHIN DEMOLITION AREAS, SHOWN OR OTHERWISE IN PLANS.6. ERECT AND MAINTAIN WEATHERPROOF CLOSURES FOR EXTERIOR OPENINGS IF REPLACEMENT WILL NOT BE INSTALLED

SIMULTANEOUSLY WITH THE REMOVAL OF EXISTING WORK.

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.10

Z:\2

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\\C-1

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PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SCALE:

DEMOLITION SITEPLAN

1 1" = 10'DEMOLITION SITE PLAN

STOP

LOBBY405 SF

COMPACTOR270 SF

TRANSFORMERS380 SF

MAIL /PACKAGE

UTILITY700 SF

41 TOTAL SPACES2 ADA PARKING SPOTS2 EV PARKING SPOTS

37 MECHANICAL PARKING STALLS

TRASH STAGING410 SF

BIKE STORAGE550 SF

NEW CONCRETECURB

NEW DEPRESSEDCURB

GARAGEENTRANCELOBBY

ENTRANCE

NEW CONCRETESIDEWALK

LIMIT OF WORK

LIMIT OF WORK

NEW STREET TREE(1)

EXISTING STREETTREE TO REMAIN

TRASHSTAGING

ROOM

NEW CONCRETEAPRON

NEW CONCRETEAPRON

5'-0"22'-6"22'-0"24'-7"6'-3"35'-4"6'-4"3'-0"

99'-1

1"

5'-0"117'-0"

100'-

0"

4'-7"

1'-4"

9'-0"

9'-0"

9'-0"

1'-4"

9'-0"

9'-0"

9'-0"

5'-0"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"4'-11"

18'-6"

18'-6"

18'-6"

18'-6"

18'-6"

18'-6"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

18'-6

"

3'-0"22'-0"

15'-4

"

20'-5"

20'-3

"

14'-2

"

76'-11" 20'-0"28'-1"

13'-3

"

10'-1

"

9'-7"8'-0"6'-4"8'-0"9'-0"

18'-0

"

18'-0

"

18'-7"

3'-1"

4'-11

"

23'-1

1"

14'-5

"

3'-0"

4'-7"3'-0"

NEW 18"D OVERHEAD CANOPY,12" ENCROACHMENT INTO

R.O.W.; SEE A-200

3'-5"

LOBBYRAMP

NEW BRICK PAVERS

14'-2

"

PAVERS ATGARAGE ENTRY

5' 10' 25'

1. THE CONTRACTOR IS RESPONSIBLE FOR GETTING FAMILIAR WITH THE EXISTING SITE CONDITIONS AND THE SCOPE OF WORKPROPOSED IN THE SET OF DRAWINGS PRIOR TO PERFORMING ANY WORK.

2. THE CONTRACTOR IS TO IMMEDIATELY CONTACT THE ARCHITECT OR ENGINEER ON RECORD IF ANY DISCREPANCY BETWEEN THEEXISTING SITE CONDITIONS AND THE DRAWING SET IS FOUND.

3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMIT/APPROVALS BEFORE THE BEGINNING OFCONSTRUCTION/IMPROVEMENT.

4. THE CONTRACTOR, AND HIS SUBCONTRACTORS, SHALL COVER AND HOLD HARMLESS THE ENGINEER/ARCHITECT FROM ANDAGAINST ANY DAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING OUT OF CLAIMS BY EMPLOYEES OF THECONTRACTOR IN ADDITION TO CLAIMS CONNECTED TO THE PROJECT.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS.6. THE CONTRACTOR IS TO ONLY PERFORM THE IMPROVEMENT SPECIFIED WITHIN THE LIMIT OF THE OWNER'S PROPERTY.7. THE CONTRACTOR IS RESPONSIBLE TO PRESERVE ALL EXISTING SITE CONDITIONS SPECIFIED IN THE DRAWING SET. ANY DAMAGED

FEATURE OR STRUCTURE IS TO BE REPAIRED OR REPLACED AT CONTRACTOR'S EXPENSE.8. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND PRODUCT SPECIFICATIONS TO ARCHITECT/ENGINEER OF RECORD FOR

REVIEW PRIOR TO INSTALLATION.9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN TRAFFIC CONTROL.10. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN SIDEWALK CLOSURE PERMITS FROM THE LOCAL JURISDICTION TO CARRY OUT THE

PUBLIC R.O.W. IMPROVEMENTS. ALL SIDEWALK AND CURB RELATED WORK TO BE PERFORMED PER LOCAL REGULATIONS ANDREQUIREMENTS.

11. THE CONTRACTOR & THE OWNER ARE RESPONSIBLE TO HIRE AN OSHA CERTIFIED INSPECTOR TO REMAIN ON SITE DURINGDEMOLITION AND CONSTRUCTION.

12. THE OWNER IS RESPONSIBLE FOR MERGING AND SUB-DIVIDING ALL TAX LOTS INVOLVED ON THE SITE.13. THE APPLICANT/DEVELOPER MUST COMPLY WITH ALL DIRECTIVES FROM THE DIVISION OF WATER/SEWER UTILITY. THE

DEVELOPER/APPLICANT MUST CONTACT THE SEWER UNIT AND WATER UNIT FOR DETAILED INFORMATION AND REQUIREMENTSREGARDING THE EXISTING/PROPOSED SEWER/WATER CONNECTIONS PRIOR TO THE ISSUANCE OF ANY CONSTRUCTION PERMITS

14. A SOIL EROSION AND SEDIMENT CONTROL PERMIT MUST BE OBTAINED PRIOR TO THE COMMENCEMENT OF ANY WORK AT THE SITES.15. ANY EXISTING STREET CATCH BASINS WITHIN THE PROPERTY BOUNDARIES SHALL BE RETROFIT WITH A NEW FRAME/GRATE/CURB

PIECE PER THE ATTACHED CITY STANDARD.16. BUILDING ADDRESSES SHALL BE DISPLAYED SO AS TO BE IN CONFORMANCE WITH THE CITY'S 911 LOCATABLE ADDRESS ORDINANCE

AS WELL AS TITLE 35: 25 -2 OF THE CITY SUBCODE. THE DEVELOPER MUST OBTAIN THE CORRECT STREET ADDRESSES FROM THECITY SURVEYOR.

17. THE RECYCLING BINS (MATERIALS: CARDBOARD/PAPER/ PLASTIC, GLASS & CAN) FOR RESIDENTIAL UNITS SHALL BE LOCATED ONTHE GROUND FLOOR OF THE BUILDING.

18. WALL STRIPING AND SIGNAGE IN PARKING AREA SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORMTRAFFIC CONTROL DEVICES.

19. AN AUDIO AND VISUAL WARNING SIGNAL SHALL BE PLACED ALONG AVENUE E ENTRANCE OF THE BUILDING TO ALERT PEDESTRIANSOF TRAFFIC COMING OUT OF THE PROPOSED PARKING GARAGE.

GENERAL NOTES

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

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OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

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.20

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SCALE:

DIMENSIONAL SITEPLAN

1 1" = 10'DIMENSIONAL SITE PLAN

STOP

EX.SPOT 11.86

TCBC

11.2810.78

TCBC

11.2510.44

TCBC

11.2210.72

TCBC

11.5311.03

TCBC

11.6411.14

SPOT 11.51 SPOT 11.48 SPOT 11.90

SPOT 12.25 SPOT 12.25

SPOT 13.66

SPOT 12.55

DOOR 11.77

F.F. 12.65

SPOT 11.82DOOR 11.58

F.F. 11.60

SPOT 11.55

SPOT 11.15 SPOT 11.53

F.F. 11.80

DOOR 12.30

SPOT 12.25

SPOT 11.52

SPOT 13.67

SPOT 13.03

EX. GATE10.44

TDC 10.90BDC 10.78

TDC 11.1BDC 10.98

SPOT 11.55

SPOT 12.25

F.D. 12.15

SPOT 12.25

B.R. 11.55

T.R. 12.25

SPOT 12.25

SPOT 12.25

5' 10' 25'

GRADING NOTES

1. ALL SOIL AND MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERALREQUIREMENTS. ANY GROUNDWATER DE-WATERING PRACTICES SHALL BE PERFORMED UNDER THE SUPERVISION OF A QUALIFIEDPROFESSIONAL. THE CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DE-WATEREDGROUNDWATER. ALL SOIL IMPORTED TO THE SITE SHALL BE CERTIFIED CLEAN FILL. CONTRACTOR SHALL MAINTAIN RECORDS OFALL FILL MATERIALS BROUGHT TO THE SITE.

2. THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY AND/OR PERMANENT SHORING WHERE REQUIRED DURING EXCAVATIONACTIVITIES, INCLUDING BUT NOT LIMITED TO UTILITY TRENCHES, TO ENSURE THE STRUCTURAL INTEGRITY OF NEARBY STRUCTURESAND STABILITY OF THE SURROUNDING SOILS.

3. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 4 INCHES TO 7 INCHES ABOVE EXISTING GRADES UNLESS OTHERWISE NOTED.THE CONTRACTOR WILL SUPPLY ALL STAKEOUT CURB GRADE SHEETS TO THE ENGINEER/ARCHITECT FOR REVIEW AND APPROVALPRIOR TO POURING CURBS.

4. THE CONTRACTOR IS RESPONSIBLE TO SET ALL PROPOSED UTILITY COVERS AND RESET ALL EXISTING UTILITY COVERS WITHIN THEPROJECT LIMITS TO PROPOSED GRADE IN ACCORDANCE WITH ANY APPLICABLE MUNICIPAL, COUNTY, STATE AND/OR UTILITYAUTHORITY REGULATIONS.

5. MINIMUM SLOPE REQUIREMENTS TO PREVENT PONDING SHALL BE AS FOLLOWS:· CURB GUTTER: 0.50%· CONCRETE SURFACES: 1.00%· ASPHALT SURFACES: 1.00% ( EXCEPT ENCLOSED AREA )

5. A MINIMUM SLOPE OF 1.00% SHALL BE PROVIDED AWAY FROM ALL BUILDINGS. THE CONTRACTOR SHALL ENSURE POSITIVEDRAINAGE FROM THE BUILDING IS ACHIEVED AND SHALL NOTIFY THE ENGINEER/ ARCHITECT IF THIS CONDITION CANNOT BE MET.

6. FOR PROJECTS WHERE BASEMENTS ARE PROPOSED, THE DEVELOPER IS RESPONSIBLE TO DETERMINE THE DEPTH TO GROUNDWATERAT THE LOCATION OF THE PROPOSED STRUCTURE. IF GROUNDWATER IS ENCOUNTERED WITHIN THE BASEMENT AREA, SPECIALCONSTRUCTION METHODS SHALL BE UTILIZED AND REVIEWED/APPROVED BY THE CONSTRUCTION CODE OFFICIAL. IF SUMP PUMPSARE UTILIZED, ALL DISCHARGES SHALL BE CONNECTED DIRECTLY TO THE PUBLIC STORM SEWER SYSTEM WITH APPROVAL FROMTHE GOVERNING STORM SEWER SYSTEM AUTHORITY.

ADA NOTES

1. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION WITHIN THE ADA PARKING SPACES AND ACCESSAISLES.

2. THE CONTRACTOR SHALL PROVIDE COMPLIANT SIGNAGE AT ALL ADA PARKING AREAS IN ACCORDANCE WITH STATE GUIDELINES.3. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 5.00% RUNNING SLOPE AND A MAXIMUM OF 2.00% CROSS SLOPE ALONG

WALKWAYS WITHIN THE ACCESSIBLE PATH OF TRAVEL (SEE THE SITE PLAN FOR THE LOCATION OF THE ACCESSIBLE PATH). THECONTRACTOR IS RESPONSIBLE TO ENSURE THE ACCESSIBLE PATH OF TRAVEL IS 36 INCHES WIDE OR GREATER UNLESS INDICATEDOTHERWISE WITHIN THE PLAN SET.

4. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 2.00% SLOPE IN ANY DIRECTION AT ALL LANDINGS. LANDINGS INCLUDE, BUT ARENOT LIMITED TO, THE TOP AND BOTTOM OF AN ACCESSIBLE RAMP, AT ACCESSIBLE BUILDING ENTRANCES, AT AN AREA IN FRONT OFA WALK-UP ATM, AND AT TURNING SPACES ALONG THE ACCESSIBLE PATH OF TRAVEL. THE LANDING AREA SHALL HAVE A MINIMUMCLEAR AREA OF 60 INCHES BY 60 INCHES UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET.

5. THE CONTRACTOR SHALL MAINTAIN A MAXIMUM 8.33% RUNNING SLOPE AND A MAXIMUM 2.00% CROSS SLOPE ON ANY CURBRAMPS ALONG THE ACCESSIBLE PATH OF TRAVEL. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT HAVE A SLOPE GREATERTHAN 10.00% IF A LANDING AREA IS PROVIDED AT THE TOP OF THE RAMP. FOR ALTERATIONS, A CURB RAMP FLARES SHALL NOTHAVE A SLOPE GREATER THAN 8.33% IF A LANDING AREA IS NOT PROVIDED AT THE TOP OF THE RAMP. CURBS RAMPS SHALL NOTRISE MORE THAN 6 INCHES IN ELEVATION WITHOUT A HANDRAIL. THE CLEAR WIDTH OF A CURB RAMP SHALL BE NO LESS THAN 36INCHES WIDE.

6. ACCESSIBLE RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL CONTAIN COMPLIANT HANDRAILS ON BOTH SIDES OF THE RAMPAND SHALL NOT RISE MORE THAN 30” IN ELEVATION WITHOUT A LANDING AREA IN BETWEEN RAMP RUNS. LANDING AREAS SHALLALSO BE PROVIDED AT THE TOP AND BOTTOM OF THE RAMP.

7. A SLIP RESISTANT SURFACE SHALL BE CONSTRUCTED ALONG THE ACCESSIBLE PATH AND WITHIN ADA PARKING AREAS.8. THE CONTRACTOR SHALL ENSURE A MAXIMUM OF ¼ INCHES VERTICAL CHANGE IN LEVEL ALONG THE ACCESSIBLE PATH. WHERE A

CHANGE IN LEVEL BETWEEN ¼ INCHES AND ½ INCHES EXISTS, CONTRACTOR SHALL ENSURE THAT THE TOP ¼ INCH CHANGE INLEVEL IS BEVELED WITH A SLOPE NOT STEEPER THAN 1 UNIT VERTICAL AND 2 UNITS HORIZONTAL (2:1 SLOPE).

9. THE CONTRACTOR SHALL ENSURE THAT ANY OPENINGS (GAPS OR HORIZONTAL SEPARATION) ALONG THE ACCESSIBLE PATH SHALLNOT ALLOW PASSAGE OF A SPHERE GREATER THAN ½ INCH.

GRADING LEGEND

GRADE SPOT SHOTSSPOT 100.00

FLUSH CURB SPOT SHOTSFC 100.00

EXIST CURB SPOT SHOTS

CURB SPOT SHOTSTCBC

100.50100.00

DEP. CURB SPOT SHOTSTDC 100.50BDC 100.00

WALL SPOT SHOTSTW 79.00BW 77.20

MATCH EXISTING GRADEM.E.G

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

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NJBL

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458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.30

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0

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SCALE:

GRADING SITEPLAN

1 1" = 10'GRADING SITE PLAN

STOP

NEW UNDERGROUNDPRIMARY FROM PSEGPOLE TO TRANSF. RM.

G

PROPOSED 2" GASLINE.

NEW CURB VALVE

HOUSE TRAP

PROPOSED 6 x 8 TEE

TRANSFORMERROOM

PROPOSED 4" UNDERGROUNDTELEPHONE & CABLE

PIPE INV: 7.50 PIPE INV: 7.20

NEW 60'LF 36" DIA. HDPE PIPE @ 0.5% SLOPE

NO. AD-2RIM: 13.25INVERT (IN): 9.25INVERT (OUT): 8.10

PROP. 24" X 24" AREA DRAIN

S

A

C B

NO. MH-1RIM: 11.42INVERT (A): 6.44INVERT (B): V.I.FINVERT (C): V.I.F

PROP. DOGHOUSE MANHOLE

NO. SO-1RIM: 12.25INVERT (IN): 7.17INVERT (OUT): 6.92

PROP. STORMWATER OUTLET

NO. AD-1RIM: 11.90INVERT (IN): 9.36

PROP. 24" X 24" AREA DRAIN

6" DIA. 8'L PVC ROOF DRAINS W/SLOPE @ 2% SLOPE MAX

12" DIA. 75'L SDR-35 STORMLATERAL W/ SLOPE @ 0.5%SLOPE

INV: 7.24INV: 7.43

ROOF DRAININV: 7.59

ROOF DRAININV: 7.40

4" DIA. 45'L PVC STORMLATERAL W/ SLOPE @2.0% SLOPE MAX

4" DIA. 63'L PVC STORM LATERALW/ SLOPE @ 2.0% SLOPE MAX

NEW 60'LF 36" DIA. HDPE PIPE @ 0.5% SLOPE

NO. AD-3RIM: 12.15INVERT (IN): 9.05INVERT (OUT): 7.64

PROP. 24" X 12" AREA DRAIN

NO. AD-4RIM: 11.85INVERT (IN): 8.90

PROP. 24" X 12" AREA DRAIN

4" DIA. 63'L PVC STORM LATERALW/ SLOPE @ 2.0% SLOPE MAX

4" DIA. 7'L PVC STORM LATERALW/ SLOPE @ 2% SLOPE

6''W

6''W

6''W

6''W

6''W

PROPOSED 6" COMBINED DOMESTIC& FIRE PROTECTION LINE

W

PROPOSED 6"TAPPING VALVE

NEW CURB VALVE

PROPOSED CONNECTION TO EXISTING WATER MAIN INAVENUE E STREET R.O.W. CONTRACTOR TO CONFIRMFEASIBILITY OF CONNECTIONS WITH WATERAUTHORITY PRIOR TO CONSTRUCTION.

PROPOSED CONNECTION TO EXISTING GAS MAINS INR.O.W. CONTRACTOR TO CONFIRM FEASIBILITY OFCONNECTIONS WITH GAS COMPANY PRIOR TOCONSTRUCTION.

6" CLEAN OUT

BACKFLOW PREVENTERIN 3X3 PIT W/ GRATE

PROPOSED 6" PVC SAN. SEWERLATERAL @ 1/4" PER FT

FLOOR DRAIN. REFER TOMEP DRAWINGS FOR DETAIL

ACCESS GRATES TO BEGASKETED & WATER RESISTANT

5' 10' 25'

CONSULTANTS:

T H I S D O C U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

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NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.40

Z:\2

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\\C-1

.40

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SCALE:

DRAINAGE &UTILITY SITE PLAN

1 1" = 10'DRAINAGE &UTILITY SITE PLAN

DRAINAGE AND UTILITY NOTES

1. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATE AUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION AND UTILITY MARK OUT PRIOR TO THESTART OF CONSTRUCTION IN ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TO CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OFUTILITIES IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELD LOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN SET ORSURVEY, THE CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD IMMEDIATELY IN WRITING.

2. THE CONTRACTOR IS RESPONSIBLE TO PROTECT AND MAINTAIN IN OPERATION ALL UTILITIES NOT DESIGNATED TO BE REMOVED.3. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO ANY EXISTING UTILITY IDENTIFIED TO REMAIN WITHIN THE LIMITS OF THE PROPOSED

WORK DURING CONSTRUCTION.4. A MINIMUM HORIZONTAL SEPARATION OF 10 FEET IS REQUIRED BETWEEN ANY SANITARY SEWER SERVICE AND ANY WATER LINES. IF THIS SEPARATION

CANNOT BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY ENGINEER OF RECORD.5. ALL WATER LINES SHALL BE VERTICALLY SEPARATED ABOVE SANITARY SEWER LINES BY A MINIMUM DISTANCE OF 18 INCHES. IF THIS SEPARATION CANNOT

BE PROVIDED, A CONCRETE ENCASEMENT SHALL BE UTILIZED FOR THE SANITARY SEWER SERVICE AS APPROVED BY ENGINEER OF RECORD.6. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OF EXISTING UTILITY CROSSINGS FOR

WATER AND SANITARY SEWER CONNECTION IMPROVEMENTS. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OFRECORD. IN WRITING.

7. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING GAS, ELECTRIC AND TELECOMMUNICATION CONNECTIONS WITH THE APPROPRIATE GOVERNINGAUTHORITY.

8. CONTRACTOR SHALL START CONSTRUCTION OF ANY GRAVITY SEWER AT THE LOWEST INVERT AND WORK UP-GRADIENT.7. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD SET OF PLANS REFLECTING THE LOCATION OF EXISTING UTILITIES THAT HAVE BEEN CAPPED,

ABANDONED, OR RELOCATED BASED ON THE DEMOLITION/REMOVAL ACTIVITIES REQUIRED IN THIS PLAN SET. THIS DOCUMENT SHALL BE PROVIDED TO THEOWNER FOLLOWING COMPLETION OF WORK.

8. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THE AS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND INFRASTRUCTURE. THECONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORDSHALL BE PROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.

CITY OF BAYONNE NOTES

1. ALL EXISTING UTILITY SERVICES THAT ARE NOT TO BE USED, MUST BE ABANDONED AND TERMINATED AT UTILITY MAIN PER UTILITY AUTHORITYREQUIREMENTS.

2. ALL CONSTRUCTION RELATED TO THE INSTALLATION OF PROPOSED SANITARY LATERAL AND WATER SERVICES(S) MUST BE COMPLETED IN ACCORDANCE WITHTHE RULES, REGULATIONS AND STANDARD SPECIFICATION/CONSTRUCTION DETAILS OF THE BAYONNE MUNICIPAL UTILITIES AUTHORITY.

3. PROPOSED SANITARY SEWER LATERAL AND WATER MAINS TO BE A MINIMUM OF 4-FT OF COVER.4. A REDUCED PRESSURE DETECTOR ASSEMBLY BACKFLOW PREVENTER TO BE PROVIDED ON THE SEPARATE FIRE SERVICE WITHIN THE BUILDING. THE

BACKFLOW PREVENTER SHALL BE WATTS No. 909RPDA REDUCED PRESSURE DETECTOR ASSEMBLY, OR AN APPROVED EQUAL BY UNITED WATER.CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PHYSICAL CONNECTION PERMIT FROM NJDEP PRIOR TO CONSTRUCTION.

5. THE TAPPING OF WATER MAIN FOR THE NEW WATER SERVICE WILL BE COMPLETED BY UNITED WATER. ALL OTHER WORK NECESSARY TO MAKE THE SERVICECONNECTION INCLUDING SAW CUTTING OF PAVEMENT, EXCAVATION, LAYING OF THE PIPE, BACKFILL AND PAVEMENT RESTORATION SHALL BE PERFORMED BYTHE CONTRACTOR USING EXPERIENCED WORKMEN. ALL WATER SERVICE JOINTS, VALVES AND FITTINGS ARE TO BE RESTRAINED.

6. CONTRACTOR TO OBTAIN SEWER CONNECTION PERMIT FROM THE PASSAIC VALLEY SEWERAGE COMMISSION PRIOR TO CONSTRUCTION AS REQUIRED.7. CONTRACTOR TO FIELD VERIFY THE LOCATION, SIZE AND DEPTH OF ALL EXISTING UTILITIES SHOWN WITHIN THE WORK AREA. CONTRACTOR TO COORDINATE

FIELD VERIFICATION WITH BAYONNE MUA FOR STORM, SANITARY AND WATER UTILITIES PRIOR TO CONSTRUCTION ACTIVITIES. CONTRACTOR TO NOTIFYENGINEER OF RECORD OF ANY DISCREPANCIES OR CONFLICTS WITH INFORMATION SHOWN.

8. CONTRACTOR TO PERFORM TEST PIT TRENCH IN RIGHT OF WAY PRIOR TO INSTALLATION OF ON-SITE DRAINAGE SYSTEM TO ENSURE NO CONFLICTS WITHEXISTING UTILITIES IN THE RIGHT OF WAY.

9. WATER SERVICE SIZE SUBJECT TO CHANGE BY ARCHITECT AND FIRE SPRINKLER SYSTEM DESIGNER.

1 COMPLETENESS 08.20.2021

1

STOP

INLET PROTECTION DURINGCONSTRUCTION.

LIMIT OFDISTURBANCE (TYP.)

FILTER SILT FENCE(TYP.)

LIMIT OFDISTURBANCE (TYP.)

PROPOSED SOILSTOCKPILE

FILTER SILT FENCE(TYP.)

FILTER SILT FENCE(TYP.)

FILTER SILT FENCE(TYP.)

LIMIT OFDISTURBANCE (TYP.)

LIMIT OFDISTURBANCE (TYP.)

TOTAL LOT AREA:12,499.99 SF = 0.29 ACRES

TOTAL AREA OF DISTURBANCE:14,216.30 SF = 0.33 ACRES

22'x50'x12" THICKSTONE BED

INLET PROTECTION DURINGCONSTRUCTION.

NEW TREE TO BE INSTALLEDPOST CONTSRUCTION

TREE PROTECTION FILTER

5' 10' 25'

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.50

Z:\2

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\2. D

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WG\

\\C-1

.50

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SOIL EROSION & SEDIMENTCONTROL SITE PLANSCALE:

SOIL EROSION & SEDIMENTCONTROL SITE PLAN

1 1" = 10'

REVISED 2017

1. THE CONTRACTOR IS RESPONSIBLE FOR SOIL EROSION AND SEDIMENT CONTROL IN ACCORDANCE WITH LOCAL, STATE, AND

FEDERAL REQUIREMENTS.

2. THE CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL AIR QUALITY

STANDARDS.

3. THE CONTRACTOR IS RESPONSIBLE TO INSPECT ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER A

PRECIPITATION EVENT GREATER THAN 1 INCH. THE CONTRACTOR SHALL MAINTAIN AN INSPECTION LOG ON SITE AND DOCUMENT

CORRECTIVE ACTION TAKEN THROUGHOUT THE COURSE OF CONSTRUCTION AS REQUIRED.

HUDSON, ESSEX, & PASSAIC SCD NOTES REVISED 2017

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW

JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH EDITION LAST REVISED DECEMBER 2017. THESE MEASURES

WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL

PERMANENT PROTECTION IS ESTABLISHED.

2. ALL SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION,

WILL BE TEMPORARILY SEEDED AND HAY MULCHED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER. THIS TEMPORARY COVER

SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED.

3. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER

WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1

4. SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED

5. ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION

SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE

PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL.

6. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE

FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE

MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT.

7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY

DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY.

8. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY

SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - INFORMATION@HEPSCD.ORG

9. THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF

OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER

CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE

UPON COMPLETION OF THE RESTABILIZATION MEASURES. A PERFORMANCE DEPOSIT MAY BE POSTED WITH THE DISTRICT WHEN

WINTER WEATHER OR SNOW COVER PROHIBITS THE PROPER APPLICATION OF SEED, MULCH, FERTILIZER OR HYDRO-SEED.

10. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. DO NOT UTILIZE A FIRE OR GARDEN HOSE TO CLEAN ROADS UNLESS THE

RUNOFF IS DIRECTED TO A PROPERLY DESIGNED AND FUNCTIONING SEDIMENT BASIN. WATER PUMPED OUT OF THE EXCAVATED

AREAS CONTAINS SEDIMENTS THAT MUST BE REMOVED PRIOR TO DISCHARGING TO RECEIVING BODIES OF WATER USING

REMOVABLE PUMPING STATIONS, SUMP PITS, PORTABLE SEDIMENTATION TANKS AND/OR SILT CONTROL BAGS.

11. ALL SURFACES HAVING LAWN OR LANDSCAPING AS FINAL COVER ARE TO BE PROVIDED TOPSOIL PRIOR TO RE-SEEDING, SODDING

OR PLANTING. A DEPTH OF 5 INCHES, FIRMED IN PLACE, IS REQUIRED, AS PER THE STANDARDS FOR TOPSOILING AND LAND

GRADING, LAST REVISED DECEMBER 2017.

12. ALL PLAN REVISIONS MUST BE SUBMITTED TO THE DISTRICT FOR PROPER REVIEW AND APPROVAL.

13. A CRUSHED STONE WHEEL CLEANING TRACKING-PAD IS TO BE INSTALLED AT ALL SITE EXITS USING 2 ½ -1”CRUSHED ANGULAR

STONE (ASTM 2 OR 3) TO A MINIMUM LENGTH OF 50 FEET AND MINIMUM DEPTH OF 6”. ALL DRIVEWAYS MUST BE PROVIDED WITH

CRUSHED STONE UNTIL PAVING IS COMPLETE.

14. STEEP SLOPES INCURRING DISTURBANCE MAY REQUIRE ADDITIONAL STABILIZATION MEASURES. THESE “SPECIAL” MEASURES

SHALL BE DESIGNED BY THE APPLICANT'S ENGINEER AND BE APPROVED BY THE SOIL CONSERVATION DISTRICT.

15. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED, IN WRITING, FOR THE SALE OF ANY PORTION OF

THE PROJECT OR FOR THE SALE OF INDIVIDUAL LOTS. NEW OWNERS' INFORMATION SHALL BE PROVIDED. ADDITIONAL MEASURES

DEEMED NECESSARY BY DISTRICT OFFICIALS SHALL BE IMPLEMENTED AS CONDITIONS WARRANT.

DUST CONTROL STANDARDS

PLANNING CRITERIA

THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:

MULCHES - SEE STANDARD OF STABILIZATION WITH MULCHES ONLY, PG. 5-1

VEGETATIVE COVER - SEE STANDARD FOR: TEMPORARY VEGETATIVE COVER, PG. 7-1

PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION PG. 4-1 AND PERMANENT STABILIZATION WITH SOD, PG. 6-1

SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.

TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICHSHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACEDABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIREDEFFECT.

SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET.

BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY AND SIMILAR MATERIAL CANBE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.

CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED THROUGHCOMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IFUSED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION AROUNDPLANTS.

STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL.

TABLE 16-1 DUST CONTROL MATERIALS

ANIONIC ASPHALT EMULSION

LATEX EMULSION

RESIN IN WATER

POLYACRYLAMIDE (PAM)- SPRAY ON

ANIONIC ASPHALT EMULSION

POLYACRYLAMIDE (PAM)- DRY SPREAD

7:1

12.5:1

4:1

NONE

COARSE SPRAY

FINE SPRAY

FINE SPRAY

COARSE SPRAY

APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MAY ALSO BE USED AS ANADDITIVE TO SEDIMENT BASINS TO FLOCCULATE AND PRECIPITATE SUSPENDEDCOLLOIDS. SEE SEDIMENT BASIN STANDARD (PG 26-1 STANDARDS FOR SOIL EROSIONAND SEDIMENT CONTROL IN NEW JERSEY 2014, REVISED 2017)

SOIL CHARACTERISTICS CHART

TYPE OF SOIL URTILB - URBAN LAND

PERCENT OF SITE COVERAGE 100.0%

HYDROLOGIC SOIL GROUP -

DEPTH TO RESTRICTIVE LAYER 0 TO 15 INCHES

SOIL PERMEABILITY -

DEPTH TO WATER TABLE >200

MATERIAL WATER DILUTION TYPE OF NOZZLE

1200

235

300

1200

APPLY GALLONS/ACRE

STOP

L-1

L-1

L-1

L-1

L-1

L-1

L-1

L-2 L-2

L-3

L-3

L-3L-3L-3L-3

L-4

3.5

2.6

5.2

4.9

8.1

6.0

10.1

6.6

8.0

6.0

5.2

4.9

3.5

2.6

1.9

1.3

1.0

0.7

0.7

0.3

0.4

0.1

0.2

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.6

2.8

2.2

2.2

2.5

3.1

3.2

2.7

3.6

5.4

4.7

2.4

2.4

3.2

6.2

8.0

3.7

2.4

3.3

6.8

11.3

2.3

2.4

3.2

6.3

7.9

3.9

2.8

2.7

3.6

5.4

4.7

2.6

2.6

2.4

2.3

2.6

3.1

3.6

2.4

2.0

1.7

1.8

2.0

3.0

1.9

1.3

1.2

1.3

3.3

1.8

1.1

1.0

0.9

2.7

1.6

0.9

0.7

0.6

2.8

1.4

0.8

0.5

0.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

1.4

1.0

0.5

0.4

0.3

3.4

4.7

4.5

3.5

2.3

3.6

4.1

5.0

4.4

4.7

3.7

3.7

4.8

3.8

2.3

2.1

3.2

4.1

3.3

2.5

3.4

2.1

3.4

5.0

3.5

2.5

3.5

3.7

3.7

4.7

3.4

2.4

3.1

3.2

3.6

4.5

3.5

2.4

2.3

2.4

3.6

4.9

3.8

3.3

3.1

2.6

2.9

2.3

3.0

4.2

4.2

4.3

3.7

3.7

3.6

3.2

3.5

3.0

3.2

3.8

3.3

3.6

3.5

3.3

3.7

2.2

2.0

2.2

2.2

2.1

2.1

1

1

1

1

1

1

1

1

1

1

1

1

1

2

2

2

2

2

2

2

2

2

2

2

2

2

2

2

3

3

3

3

3

3

3

3

3 3

3

4

44

4

5

5

5

1

1

1

1

2

2

2

2

2

2

2

3

3

3

3

3

3

3

3

3

3

3

3

3

4

4

4

4

4

4

4

4

4

L-3

L-1L-1

L-1

PROPOSEDGRASS STRIP

PROPOSEDGRASS STRIP

EXCCPAVERS AT

GARAGE ENTRY

5' 10' 25'

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.60

Z:\2

019\

1903

6 - J

&J

BUIL

DERS

- AV

E E

- BAY

ONNE

\2. D

RAW

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\4. A

PPRO

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\2. S

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S\C-

1.60

- LI

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WG\

\\C-1

.60

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

LANDSCAPE & LIGHTING SITE PLANSCALE:

LANDSCAPE & LIGHTINGSITE PLAN

1 1" = 10'

PROPOSED PLANTING SCHEDULE

MATURE SIZEBOTANICAL NAMECOMMON NAMEQUANTITYSYMBOL

1 DARK KNIGHT MATURE HT.: 4 TO 5 FT.CARYOPTERISCLANDONENSIS

PLANTING SIZE

24" H.CC

EX 3 EXISTING LINDENSTREET TREE

-- -

1. THE LIGHTING LEVELS DEPICTED WITHIN THE PLAN SET ARE CALCULATED UTILIZING DATA OBTAINED FROM THE LISTEDMANUFACTURER. ACTUAL ILLUMINATION LEVELS AND PERFORMANCE OF ANY PROPOSED LIGHTING FIXTURE MAY VARY DUE TOUNCONTROLLABLE VARIABLES SUCH ARE WEATHER, VOLTAGE SUPPLY, LAMP TOLERANCE, EQUIPMENT SERVICE LIFE AND OTHERVARIABLE FIELD CONDITIONS.

2. WHERE APPLICABLE, THE EXISTING LIGHT LEVELS DEPICTED WITHIN THE PLAN SET SHALL BE CONSIDERED APPROXIMATE. THEEXISTING LIGHT LEVELS ARE BASED ON FIELD OBSERVATIONS AND THE MANUFACTURER'S DATA OF THE ASSUMED OR MOSTSIMILAR LIGHTING FIXTURE MODEL.

3. UNLESS NOTED ELSEWHERE WITHIN THIS PLAN SET, THE LIGHT LOSS FACTORS USED IN THE LIGHTING ANALYSIS ARE AS FOLLOWS:· LIGHT EMITTING DIODES (LED): 0.90· HIGH PRESSURE SODIUM: 0.72· METAL HALIDE: 0.72

4. THE CONTRACTOR SHALL NOTIFY INGLESE ARCHITECTURE + ENGINEERING IN WRITING, PRIOR TO THE START OF CONSTRUCTION, OFANY PROPOSED LIGHTING LOCATIONS THAT CONFLICT WITH EXISTING/ PROPOSED DRAINAGE, UTILITY, OR OTHER IMPROVEMENTS.

5. THE CONTRACTOR IS RESPONSIBLE TO PREPARE A WIRING PLAN AND PROVIDE ELECTRIC SERVICE TO ALL PROPOSED LIGHTINGFIXTURES. THE CONTRACTOR IS REQUIRED TO PREPARE AN AS-BUILT PLAN OF WIRING AND PROVIDE COPIES TO THE OWNER ANDINGLESE ARCHITECTURE + ENGINEERING.

1. ALL MATERIALS TO BE TYPE AND SIZE AS LISTED UNLESS OTHERWISE APPROVED.2. TREES TO BE IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS REGARDING SIZE AND QUALITY.3. CALIPER MEASURED 1 FT. ABOVE TRUNK CROWN.4. PLANTS ARE TO BE PLANTED UPRIGHT IN A DIRECTION SO AS TO PROVIDE BEST APPEARANCE IN RELATIONSHIP TO ADJACENT AREAS.5. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING (REFER TO DETAILS).6. PLANTING PITS ARE TO BE PREPARED TO A MINIMUM DEPTH OF 12" AND PITS ARE TO HAVE A MINIMUM OF 9" OF GOOD TOPSOIL. LAWN

AREAS ARE TO HAVE A MINIMUM OF 6" (4" FOR SOD) OF TOPSOIL.7. TREE PITS, PLANT BEDS, AND GROUND COVER AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF 3" (AFTER SETTLEMENT) OF

SHREDDED HARDWOOD MULCH.8. PROVIDE NEW OR AMENDED TOPSOIL BACK FILL FOR ALL NEWLY PLANTED MATERIAL ORGANIC MATTER = 5% MINIMUM, PH RANGE

BETWEEN 5.0-6.5 INCLUSIVE, FREE OF STONES 1" OR GREATER AND FREE OF ALL DEBRIS AND EXTRANEOUS MATERIALS.9. CHEMICAL FERTILIZERS TO BE DERIVED FROM ORGANIC SOURCES AND APPLIED IN ACCORDANCE WITH MANUFACTURERS

SPECIFICATIONS.10. ALL OPEN SPACES SHALL BE SEEDED OR SADDLED AS NOTED IN PLAN.11. LANDSCAPING PLAN IS DIAGRAMMATIC, PLANT LOCATIONS MAY BE ADJUSTED FOR FIELD CONDITIONS WITH PRIOR APPROVAL.12. THE CONTRACTORS MUST VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY IMPLEMENTATION.13. ANY DISCREPANCIES AND/OR INCONSISTENCIES ARE TO BE BROUGHT TO THE CITY FOR REVIEW AND RESOLUTION.14. ALL LANDSCAPING NOT SURVIVING FOR A PERIOD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIFIES.15. STREET TREES SHALL BE BRANCHED AT 7 FT.16. ALL LANDSCAPE SHALL BE MAINTAINED BY OWNER.17. TREES SHALL BE PLANTED AT A MIN. INITIAL SIZE OF 3 12" CALIPER BALLED AND BURLAPPED.18. WHEREVER POSSIBLE, THE APPLICANT SHALL PROVIDE FOR ADDITIONAL LANDSCAPING OPPORTUNITIES IN THE PROJECT, AS WELL AS

ENHANCE THE EXISTING LANDSCAPING SPACE.19. FINAL PLANTERS SHALL BE APPROVED BY PLANNING AND ENGINEERING STAFF.

LIGHTING LEVEL

MAX (FC)MIN (FC)USE

PROPOSED LUMINAIRE SCHEDULE

MANUFACTURERLLFMOUNTING HEIGHT*SECURITY LIGHTINGQUANTITYLABELSYMBOL IES FILE

L-1 10

L-2 2 OUTDOOR LIGHT, NEUTRAL WHITE

12 ABOVE GRADE 0.90

0.90 EXISTINGROADWAY LIGHTING EXISTING

MRW LED 1 10A700/40K SR3 MVOLTLITHONIA LIGHTING

L-3 7 0.90 VCPG LED P1 30K T5R MVOLT UPL2RAB LIGHTING

CEILING MOUNTED LIGHTINGFIXTURETYPE 'L-3'

20 FT HEIGHT L-4 1

GENERAL LANDSCAPING NOTES

GENERAL LIGHTING NOTES

10' ABOVE GRADEWALL MOUNTED LIGHT, NEUTRAL WHITE

2.0 3.9RESIDENTIALENTRANCE

3.0 3.3ACCESS DRIVEWAY

EXISTING

*= HEIGHT AT LED LIGHT

LED GARAGE LIGHT, NEUTRAL WHITE

12 ABOVE GRADE 0.90 LITHONIA LIGHTING MRW LED 1 10A700/40K SR3 MVOLT

ROADWAY LIGHTING FIXTURETYPE 'L-4'

ROADWAY LIGHTING FIXTURETYPE 'L-2'

ROADWAY LIGHTING FIXTURETYPE 'L-1'

GRASS

STOP

PARKING COUNTTOTAL :41 SPACES

MECHANICAL :37 SPACESREGULAR : 02 SPACES

ADA: 02 SPACES

5' 10' 25'

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-1.70

Z:\2

019\

1903

6 - J

&J

BUIL

DERS

- AV

E E

- BAY

ONNE

\2. D

RAW

INGS

\4. A

PPRO

VALS

\2. S

HEET

S\C-

1.70

- TR

FC.D

WG\

\\C-1

.70

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SCALE:

TRAFFIC SITEPLAN

1 1" = 10'TRAFFIC SITE PLAN

ASPHALT PAVEMENT DETAIL PIPE INSTALLATION & PAVEMENT RESTORATION

COMPACTED SUBGRADE

SEE NOTE 4-6, TYP.

EXIST. PAVEMENT

MAT'L IS UNSUITABLE AS BACKFILLOR AS DIRECTED BY THE ENGINEER

TO BE PROVIDED WHEN EXCAVATED

(95% PROCTOR DENSITY)

CUT VERTICAL, TYP.

@ 6" COMPACTED COURSESSELECTED SAND FILL LAID

COURSE, MIX # 1-5, 6" BIT. STABILIZED BASE COURSE.PAVEMENT RESTORATION 2" BIT. CONC. SURFACE

EXIST. SURFACETO REMAIN, TYP.

3/4" BROKEN STONEBEDDING

N.T.S.

6"

2"

12"

D/2

6" M

IN.

PIPE

PIPE O.D. +2'-0"

12"

12"

2" 6" TRENCH WIDTH +2'-0"

SECTION

N.T.S.

ALTERNATE CROSSING

FINISHED GRADE

RETAINING CLAMP

US PIPE DUALPURPOSE SLEEVEOR EQUAL.

18" MIN.SANITARY SEWER12" MIN.SANITARY SEWER

18" MIN.SANITARY SEWER

45° RESTRAINED JOINTFITTING (TYP.)

NOTE:THRUST BLOCKSREQUIRED FOR ALLBENDS & FITTINGS

PROFILE VIEW

PLAN VIEW

SIDEWALKCURB LINE

PAVEMENTVALVE BOX

M.J. DUCTILE IRON PIPE CLASS 52

M.J. RETAINERGLANDS

CONCRETE TRUST BLOCK UNDERVALVE

WATER MAIN

TAPPING SLEEVECURB

HUB 18" MIN.INSIDE CURB

NOTE:RETAINER GLANDS TO BE USED ON ALL MECHANICAL JOINTS.ADDITIONAL RESTRAINST EITHER CONCRETE THRUST BLOCKOR STEEL TIE RODS MAY BE REQUIRED BY THE DIVISION.

M.J. TAPPING VALVE W/RETAINER GLAND

NOTE: CONTRACTOR TO CCTU EXISTING SEWER LATERAL TOENSURE IT IS FULLY OPERATIONAL PRIOR TO CONNECTION.

EXISTING SEWERLATERALWYE BRANCH

45° BEND

RISER

BRASS PLUG

SEWER

RECONSTRUCTED BUILDINGLATERAL

PLAN

ELEVATION

PLUG OR TEAROUTSTOPPER

RECONSTRUCTEDBUILDING LATERAL

WYE BRANCH & RISER

CURBLINE

EXISTING SEWER LATERAL

PLAN

4' BETWEEN CONTRACTION

JOINTS

12' BETWEEN EXPANSION JOINTS

WIDTHSEE

PLAN

6" X 6" GRID, W2.9 X W2.9WELDED WIRE MESH

REINFORCED CONCRETE WALKWAY DETAIL

NOTES:1. MAXIMUM CROSS SLOPE SHALL BE 14" PER FOOT.2. 1

4" EXPANSION JOINTS SHALL BE PROVIDED AT 12' INTERVALS WITH PRE-MOLDED,BITUMINOUS JOINT FILLER, RECESSED 14" FROM THE SURFACE.

3. 1" DEEP BY 14" WIDE, TOOLED CONTRACTION JOINTS SHALL BE PROVIDED AT 4' INTERVALS.4. EXPANSION JOIN SHALL BE PROVIDED WHERE ADJACENT TO A BUILDING.

WIDTH (SEE PLAN)

SECTION

FINISHED GRADE SHALL BEFLUSH WITH ABUTTINGSIDEWALK

MEET GRADE AT PERIMETEROF SIDEWALK

APPROVED COMPACTEDSUBGRADE

4" THICK, AIR ENTRAINEDCONCRETE 4,000 PSI AT 28DAYS

4" THICK, APPROVED CLEANCRUSHED STONE

GENERAL NOTES:- SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REP. PRIOR TO POURING- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO N.J. D.O.T. 1989 STANDARDS

SPECIFICATIONS AND INSPECTIONS- CONTR. MUST PROVIDE SQUARE AND UNIFORM PAVEMENT CUT PRIOR TO PAVEMENT REPLACEMENT. 4-

REMOVE: 6" WIDTH AND 2" THICK TOP SURFACE LAYER BEYOND TRENCH WIDTH.- CONSTRUCT: PUT TACK COAT ALONG VERTICAL & HORIZONTAL SURFACES.- CONSTRUCT: 2" THICK BITUMINOUS CONCRETE SURFACE COURSE AND ROLL IT PROPERLY.

N.T.S.

NOTES:1. SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO PAVING.2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO NJ DOT 1953 STANDARD, SPECIFICATIONS AND INSPECTIONS3. THE CONTRACTOR SHALL PREPARE, THE EXISTING SURFACE INCLUDING, BUT NOT LIMITED TO , REMOVAL OF DEBRIS AND VEGETATION,

PROVIDING POWER AND HAND BROOMING AND ADJUSTING MANHOLES AND WATER BOXES, ALL TO THE SATISFACTION OF THE ENGINEER.4. THE CONTRACTOR SHALL PAVE INTERSECTIONS TO THE POINT OF TANGENCY OF THE RADIUS RETURN OR AS DIRECTED BY THE ENGINEER.5. UNIT PRICE BIDS SHALL INCLUDE BUT ARE NOT LIMITED TO, ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE

CONSTRUCTION, AS INDICATED ABOVE, IN WORKMANLIKE MANNER.

TO STRUCTURE

18 BEND (IF REQUIRED)

EXISTING FOUNDATION CUSHION

SADDLE TEE WITH RUBBER SEAL(OPENING TO BE DRILLED IN PIPE)

CLEANOUT (IF REQUIRED)

CURB LINE

EXISTING ROADWAY

SEWER CONN. DETAILN.T.S.

45°MAXIMUM

4' MIN. COVERPIPE SIZE & CLASS ASREQUIRED PER DRAINAGE PLAN

EXTENSION AS REQUIRED, PLUGWYE AT END OF LINE

WYE FITTING

PROPOSED/EXISTINGPAVEMENT

SET CASTING ASSEMBLY IN 24"x 24" 4,000 PSI CONCRETE PADOR USE CHRISTY VALVE BOXWITH CAST IRON LID

TAPPED, BRASS (OR PVC),WATERTIGHT CLEANOUT PLUGLABELED "STORM" OR "SEWER",AS APPROPRIATE

HARDSCAPE CLEAN-OUT DETAILN.T.S.

FLOWFLOW

EXISTING ASPHALTNEW ASPHALT

APPROVED COMPACTEDSUBGRADE

MILLED ASPHALT KEY1" DEEP X 12" WIDE

HOT TAR SEAL

SAW CUT AND HOTTAR SEAL

2" THICK, HMA SURFACE COURSE

2" THICK, HMA BASE COURSE

4" THICK, APPROVED DENSE GRADEDAGGREGATE

EXPANSION JOINT WHERE ABUTTINGCONCRETE SIDEWALK. GRADE OFSIDEWALK OR ADJACENT LANDSCAPEAREA SHALL MEET TOP OF CURB.

12" PREFORMED JOINT FILLER SHALL BE

INSTALLED BETWEEN CURB ANDNON-BITUMINOUS PAVEMENT ORNON-BITUMINOUS BASE COURSE

APPROVED COMPACTEDSUBGRADE

FULL DEPTH PAVEMENT(SEE DETAIL)

R=1"

HOT TAR SEAL

GENERAL NOTES:- ALL CONCRETE SHALL CONFORM TO N.J. HIGHWAY DEPARTMENT SPECIFICATIONS CLASS "A", AIR ENTRAINED, 4,500 PSI MINIMUM STRENGTH AT 28 DAYS.- EXPANSION JOINTS SHALL BE AT 10-FOOT INTERVALS AND FILLED WITH A HALF INCH THICK, NON-EXTRUDABLE, FIBROUS, BITUMASTIC MATERIAL.- ALL CONCRETE WORK SHALL HAVE A WOOD FLOAT AND TRANSVERSE BROOM FINISH. BROOMING SHALL BE DONE BEFORE INITIAL SET USING A STEEL OR

BARN BROOM.- SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING. 5- ALL CONSTRUCTION METHODS AND

MATERIALS SHALL CONFORM TO CITY OF NEWARK STANDARDS, SPECIFICATIONS AND INSPECTIONS- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE PRIOR TO POURING.- THE 6"X8"X18" CROSSECTION SHALL BE USED FOR ALL DEPRESSED CURB IN ACCORDANCE WITH APPLICABLE SPECIFICATIONS.- UNIT PRICE BID SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO CONSTRUCT THE CURB AS SHOWN AND

SPECIFIED ABOVE, IN A WORKMAN LIKE MANNER.- PROVIDE 1.2" THICK, NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK.

CONCRETE CURB DETAILN.T.S.

6"

18"

SEEPLAN

8"

NOTES:1. INSTALLATION OF TAPPING SLEEVEAND VALVE SHALL BE CONDUCTED UNDER WET CONDITIONS EXISTING MAINS SHALL BE LEFT IN

SERVICE AT ALL TIMES DURING TAPPING OR INSERTION.2. CONCRETE THRUST BLOCK UNDER VALVES SHALL HACE A SOIL BEATING AREA EQUAL TO THAT OF A 45° ELBOW.3. ALL TAPPING SLEEVES SHALL BE MECHANICAL JOINT TYPR AS MANUFACTURED BY THE MUELLER VALVE SHALL OPEN CLOCKWISE,

ELEVATIONPLAN

EXISTING PIPEEXISTING PIPE

BOX & BONNET GATE VALVE

ADJUSTABLE VALVE BOX

FINISHED GRADE

REIN. BARTHRUST BLOCK POUREDAGAINST UNDISTURBEDSOILMECHANICAL JOINT TAPPING

SLEEVE

N.T.S.

TAPPING SLEEVE AND VALVE (IF REQ'D)

6"

9- 1/4"

1'-6"

1'-3 1/2"

1'-2"

8 1/2"

7 5/8"

2" 5/8"

WIDTH OF DISTURBED TRENCH

FINISHED GRADE

CONCRETE CLEANOUT BOX WITH METALFRAME & COVER LABALED "SEWER"

CRUSHED STONE

CLEANOUT PROTECTION BOXN.T.S.

N.T.S.

WATER MAIN CROSSING UTILITY DETAIL (IF REQ'D)N.T.S.

STANDARD LATERAL CONN. WITH CLEAN-OUT

N.T.S.

WATER MAIN TYPICAL INSTALLATION 4"-12"34

567

89

1214

10

12NEW COMBINED FIRE & WATER SERVICE METER SETTINGS

N.T.S.

11

VARI

ES18

"

DRIVEWAY

3'-0" 3'-0"

16"

2"

VARIABLE DISTANCE

16"

3'-0"

2"

N.T.S.

DRIVEWAY ENTRANCE RAMP DETAIL

BRICK OR CONCRETE PAVER WITH SQUARE EDGES TOMAINTAIN MAXIMUM 12" HORIZONTAL JOINT SEPARATIONS.(COLOR, SHAPE, SIZE AND PATTERN TO MATCH EXISTINGPAVERS

EDGE RESTRAINT (CURB, BUILDING ORAS RECOMMENDED BY MANUFACTURER)

SAND FILLED JOINTS, 116"

MINIMUM TO 316" MAXIMUM.

1 12" CONCRETE SAND BEDDING

APPROVED GEOTEXTILE FILTER

4" THICK (MIN) APPROVEDDENSE GRADED AGGREGATE

APPROVED COMPACTEDSUBGRADE

BRICK PAVER WALKWAY DETAILN.T.S.

13

CITY

OF

BAYO

NNE

WAT

ER M

AIN

SITE DETAILS I

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-2.00

Z:\2

019\

1903

6 - J

&J

BUIL

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- AV

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ONNE

\2. D

RAW

INGS

\4. A

PPRO

VALS

\2. S

HEET

S\C-

2.00

- DE

T.DW

G\\\C

-2.0

0

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

NOTES:

1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FORUNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION.2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, LATEST EDITION AND THEMANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES.3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE BACKFILL MATERIAL, WHEN REQUIRED.SEE ASTM D2321.4. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THEENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETIONOF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.5. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDEDOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDINGTHICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm).6. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWNOF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BEINSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION.7. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON-TRAFFICAPPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BEREQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OFCOVER FOR 42" - 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGIDPAVEMENT.

S

* BEDDING (CLASS I OR II MATERIAL)= 4" MIN. FOR 12" - 24" PIPE= 6" MIN. FOR 30" - 60" PIPE

UNDISTURBED

EARTH

H(FLEX PVMT.)

H(RIGID PVMT.)

* CLASS I OR II MATERIAL PLACED ANDCOMPACTED IN ACCORDANCE WITH ASTM D2321IN PIPE ZONE

SUITABLE

FOUNDATION

C

4'-0"

VARIES

1:12

6"

12"

4'-0"

0.8D 2"

3'-0"

8"

3'-0"

FRAME AND COVER TO BE CATALOG NO. 1203B ASMANUFACTURED BY CAMPBELL FOUNDRY CO. OR APPROVEDEQUAL. COVERS SHALL CLEARLY SAY "STORM SEWER"

PROVIDE COURSES OF BRICK ASREQUIRED TO ADJUST FRAME ANDCOVER TO GRADE

REINFORCED PRECAST CONCRETESECTIONS

FLEXIBLE BUTYL RESINSEALING COMPOUNDAT EACH JOINT

FLEXIBLE MANHOLE SLEEVESET FIRST SECTION IN GREENCONCRETE OF BASE PAD

6" DEEP 1"-1 1/2"ØCOMPACTED STONE

#4 BARS @12" O.C. TOP ANDBOTTOM IN FOOTING

6" CRUSHED STONE BED

LADDER RUNGS

GENERAL NOTES

- CONCRETE TO BE PLACED ACCORDING TO NJSS SECTION 603.CONCRETE BLOCK JOINTS (IF USED)ARE TO BE STAGGERED.

- INCREASE MANHOLE THICKNESS TO 12" AT DEPTHS GREATER THAN 12 FEET.- PIPE TO BE LAID THROUGH MANHOLES, TOP BROKEN OUT AFTER MANHOLE IS COMPLETE AND PIPE

ENCASED IN CONCRETE FILLER.- PIPE TO BE CUT FLUSH WITH INSIDE FACE OF MANHOLE.- ALL MANHOLES TO BE FOUNDED ON 6" BASE OF CRUSHED STONE.- 1/2" CEMENT PLASTER OF 1:2 CEMENT-SAND MORTAR, TROWELED TO A SMOOTH FINISH IS TO BE

APPLIED TO BOTH SIDES OF WALL IF CONCRETE BLOCKS ARE TO BE USED.- ALUMINUM LADDER RUNGS TO BE CATALOG NO. R-1982-W AS MANUFACTURED BY NEENAH

FOUNDRY CO. OR EQUAL.

SECTION A-A

SECTION B-BPLAN

A

A

BB

FLEXIBLE BUTYL RESINSEALING COMPOUND

NOTES

1. JOINTS TO BE SET IN FLEXIBLE BUTYL RESIN SEALINGCOMPOUND AND GROUTED WITH MORTAR INSIDE ANDOUTSIDE.

2. BASES SHALL BE REINFORCED WHEN THE DISTANCEFROM INVERT TO TOP OF COVER WILL EXCEED 15 FT.REINFORCING TO BE APPROVED BY CITY ENGINEER.

3. SQUARE BASES ARE ACCEPTABLE.

FLEXIBLE BUTYLRESIN SEALINGCOMPOUND

SLOPE 2"/FT

6" MIN. 4'-0"

8" M

IN 2" M

IN

INV. IN =150.40

INV. OUT =150.32

X

DETAIL AT EXISTING PIPE SECTION A-A

SECTION B-B SEAL DETAILPLAN VIEW

STANDARD PRECASTRISER SECTION

DOGHOUSE TYPE M.H.BASE SECTION

PROPOSED PIPE

#4 BARS @ 10" O.C.E.W.TOP AND BOTTOMFOUNDATIONMATERIAL

UNDISTURBED GROUND

M.H. RUNGS @ 12" O.C.

EXISTING PIPEBENCH

KEY STANDARD M.H. SECTION(EXCEPT UNDER EXISTING PIPE)

1" 'i' JOINT SEALER-GASKETBY SIKA CHEMICAL CO. OR EQUAL

BENCH BOTTOM

NON-SHRINK GROUT CEMENTONE BYSERVICE GUARD PRODUCT INC. OREQUAL (SEE DETAIL AT EXISTING PIPE)

12" SLAB BASE W/ REBAR

FOUNDATION MATERIAL

NON-SHRINK GROUT-CEMENTONE BY SERVICE GUARDPRODUCT INC. OR EQUAL

FOUNDATION MATERIAL

DOGHOUSE MANHOLEOPENING

RUBBER WATERSTOPGASKET.

12" SLAB BASE W-REBAR

#4 BARS AT 10" O.C. E.W. TOP AND BOTTOM

STANDARD PRE-CASTRISER SECTION

EXISTING PIPE

BENCH

FOUNDATIONMATERIAL

BENCH BOTTOM

EXISTING PIPE

#4 BARS @ 10"O.C.E.W. TOPAND BOTTOM

UNDISTURBED GROUND

PROPOSED PIPE

M.H. RUNGS

EXISTING PIPE

STANDARD PRECASTRISER SECTION

BENCH

12" CRUSHEDSTONE

PROPOSED UTILITY LINE

6" THICK, APPROVED CLEAN CRUSHEDSTONE (WATER AND SEWER SERVICEONLY)

PROPOSED/EXISTINGPAVEMENT

PROPOSED FULL DEPTHASPHALT

NOTE:

MINIMUM PIPE COVER SHALL BE AS FOLLOW:· ELECTRIC SERVICE - PER APPLICABLE UTILITY AUTHORITY· GAS SERVICE - PER APPLICABLE UTILITY AUTHORITY· SEWER SERVICE - 36" MINIMUM· WATER SERVICE - 48" MINIMUM

TOP SOIL

EXISTING GRADE

WARNING TAPE WITH METALLIC LOCATOR STRIPTO BE INSTALLED WITH ELECTRIC CONDUIT ONLY

BACKFILL WITH SUITABLE EXCAVATEDMATERIAL. MATERIAL TO BE COMPACTEDTHOROUGHLY. COMPACTION AND MATERIALSHALL MEET ALL APPLICABLE REGULATIONS.

UTILITY TRENCH DETAILN.T.S.

SEE NOTE

3+ UTILITY DIAMETER

N.T.S.

UNDERGROUND BASIN-DETAIL

N.T.S.

STANDARD MANHOLE DETAIL

N.T.S.

DOGHOUSE MANHOLE BASE DETAIL

N.T.S.

STANDARD MANHOLE DETAIL

LADDER RUNG DETAIL

N.T.S.

STORM WATER OUTLET STRUCTURE

12

34

8

5

NOMINAL

DIAMETER

TYPICAL

SPACING "S"

TYPICAL SIDE

WALL "X"

12"

(300 MM)

11"

(279 MM)

8"

(203 MM)

8"

(203 MM)

12"

(292 MM)

15"

(375 MM)

18"

(450 MM)

17"

(434 MM)

9"

(229 MM)

10"

(254 MM)

13"

(330 MM)

24"

(600 MM)

18"

(457 MM)

30"

(750 MM)

22"

(559 MM)

36"

(900 MM)

24"

(610 MM)

42"

(1050 MM)

48"

(1200 MM)

25"

(635 MM)

24"

(610 MM)

60"

(1500 MM)

H

(NON-TRAFFIC)

H

(TRAFFIC)

18"

(457 MM)

18"

(457 MM)

18"

(457 MM)

18"

(457 MM)

18"

(457 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

12"

(292 MM)

24"

(610 MM)

24"

(610 MM)

24"

(610 MM)

NOMINAL

O.D.

14.5"

(368 MM)

18"

(457 MM)

21"

(533 MM)

28"

(711 MM)

36"

(914 MM)

42"

1067 MM)

48"

(1219 MM)

54"

(1372 MM)

67"

(1702 MM)

TYPICAL

SPACING "C"

25.4"

(645 MM)

28.9"

(734 MM)

33.9"

(862 MM)

40.7"

(1034 MM)

53.1"

(1347 MM)

63"

(1600 MM)

71.9"

(1826 MM)

78.5"

(1994 MM)

90"

(2286 MM)

DETAIL SHOWN ABOVE FOR TYPICAL SPACING FOR HDPE PIPES SEE S-1.30 FOR PIPE SIZE ANDQUANTITY INFORMATION.

24"

30"

10"

7'-6"

8'-6"

TO B

E VE

RIFI

ED

6"

6" 6"6"

8"

1'-6

"

5'-0

"

4'-6

"

7'-6"

3'-0" 3'-0"

5'-0"

4'-0"

TO B

E VE

RIFI

ED8"

3'-0" 3'-0"

6TREE GRATE DETAIL

N.T.S.7

SITE DETAILS I

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

Y RE

SIDE

NTIA

L BU

ILDI

NG W

/1 S

TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-2.10

Z:\2

019\

1903

6 - J

&J

BUIL

DERS

- AV

E E

- BAY

ONNE

\2. D

RAW

INGS

\4. A

PPRO

VALS

\2. S

HEET

S\C-

2.00

- DE

T.DW

G\\\C

-2.1

0

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

HC PKG SIGN HC PKG SIGN

4" PAINTED STRIPEADA APPROVED BLUETYPICAL

PAINTED SYMBOLADA APPROVED BLUETYPICAL

6"x6"X6' CONCRETEWHEEL STOP - ADA BLUELAG BOLTED & ANCHOREDTHROUGH ASPHALT PAVING

N.T.S.

ADA PARKING DETAIL6

N.T.S.

PLAN VIEW- VERTICAL CUT DETAIL

CENTERLINE

EDGE OF PAVEMENT

R.O.W

EDGE OF PAVEMENT

R.O.W

CENTERLINE

EDGE OF PAVEMENT

R.O.W

EDGE OF PAVEMENT

R.O.W

7

N.T.S.

PLAN VIEW- MIXED CUT DETAIL

10

1'-0"

1'-6"

5'-0"

3'-0"

12"

10"

1'-0"

2'-9"

ST

D. N

.J.D

.O

.T

. H

EIG

HT

3'-0"

12"

2'-9"

34 N.T.S.

24" X 24" DRAIN GATE N.T.S.

TRAFFIC AND PARKING SIGN DETAIL2

24" TO PAINTEDSTRIPE OR CURB, WHEN

LOCATED INPARKING SPACE

1'

1'

N.T.S.

CONCRETE WHEEL STOP DETAIL

2 - #4 WEATHER COATEDBARS, MIN 18" LONG

EXISTING PAVEMENT

ASPHALT PAVEMENTAREA

5

12" 48" 12"

12"

ASPHALT CONCRETEAPPROVED DENSE GRADEDAGGREGATE

HOT TAR SEAL

N.T.S.

CONCRETE TO ASPHALT TRANSITION DETAIL

1

N.T.S.

SOIL EROSION AND SEDIMENT CONTROL DETAILNOT TO SCALE

STABILIZED CONSTRUCTION ACCESS DETAIL

50' MINIMUM(SEE CHART)

6" MIN.

GEOTEXTILE FABRIC

EXISTINGGROUND

PUBLICROADWAY

6"

6"

15' MINIMUM(SEE NOTE 2)

NOTES:1. STONE SHALL BE ASTM C-33, SIZE No. 2 (2.5" TO 1.5") OR No.

3 (2" TO 1") CLEAN CRUSHED ANGULAR STONE.2. WIDTH SHALL BE 15' MINIMUM OR THE FULL WIDTH OF THE

ACCESS POINT, WHICHEVER IS GREATER.3. STORMWATER FROM UP-SLOPE AREAS SHALL BE DIVERTED

AWAY FROM THE STABILIZED PAD, WHERE POSSIBLE. ATPOORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGEGRAVEL FILTER OR GEOTEXTILE SHALL BE INSTALLED BEFORETHE STABILIZED CONSTRUCTION ENTRANCE.

4. WHERE THE SLOPE OF THE ROADWAY EXCEEDS 5%, ASTABILIZED BASE OF HOT MIX ASPHALT BASE COURSE SHALLBE INSTALLED. THE TYPE AND THICKNESS OF THE BASECOURSE AND USE OF DENSE GRADED AGGREGATE SUB-BASESHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL ORDINANCEOR GOVERNING AUTHORITY.

5. CONTRACTOR SHALL PROVIDE A SMOOTH TRANSITIONBETWEEN THE STABILIZED CONSTRUCTION ACCESS AND THEPUBLIC ROADWAY.

CRUSHED STONE PAD (SEE NOTE 1)

50' MINIMUM(SEE CHART)

CRUSHED STONEPAD (SEE NOTE 1)

PUBL

ICRO

ADW

AY

PLAN VIEW

PROFILE VIEW

0% TO 2% 100 FEET50 FEET

2% TO 5% 200 FEET100 FEET

> 5% SEE NOTE 4

LENGTH OF STONE REQ'DPUBLIC

FINECOARSEGRAINED SOILSGRAINED SOILSROADWAY

SLOPE OF

3

1

SOIL STOCKPILE DETAILNOT TO SCALE

STOCKPILE SHALL NOT EXCEEDMAXIMUM 3 : 1 SIDE SLOPE

MAINTAIN SOIL STOCKPILE STABILIZATIONTHROUGHOUT CONSTRUCTION

INSTALL SILT FENCE AROUND SOIL STOCKPILE(SEE DETAIL)

NOTES:1. STOCKPILES SHALL BE SITUATED SO AS NOT TO OBSTRUCT NATURAL

DRAINAGE OR CAUSE OFF-SITE ENVIRONMENTAL DAMAGE.2. STOCKPILES SHALL BE STABILIZED IN ACCORDANCE WITH THE

STANDARDS FOR PERMANENT OR TEMPORARY VEGETATIVE COVER FORSOIL STABILIZATION, AS APPROPRIATE (SEE SOIL EROSION NOTES).

35' MAXIMUMHEIGHT

NOTES:1. SECURELY FASTEN GEOTEXTILE TO FENCE POST BY USE OF

WIRE TIES, HOG RINGS, STAPLES OR POCKETS. FOUR TO SIXFASTENERS PER POST.

2. GEOTEXTILE FABRIC TO BE EMBEDDED 6" (MIN.) AND TAMP INPLACE.

3. SECURELY FASTEN ENDS OF INDIVIDUAL ROLLS OF GEOTEXTILETO A POST BY WRAPPING EACH END OF THE GEOTEXTILEAROUND THE POST TWICE AND ATTACHING AS SPECIFIED INNOTE 1 ABOVE. SPLICING OF INDIVIDUAL ROLLS SHALL NOTOCCUR AT LOW POINTS.

4. SET SILT FENCE WITHIN PROJECT LIMITS. 10'-0" IS DESIRABLE.

SILT FENCE DETAILNOT TO SCALE

6"

6"

2' - 0"

2' - 0"(MIN.)

10' DESIRABLE

FLOW

DRAWSTRING RUNNING THROUGHFABRIC ALONG TOP OF FENCE2" x 2" FENCE

POST

2' - 0"

2' - 0"(MIN.)

DRIVE POSTS PLUMB OR SLIGHTLYUPHILL

EMBED FABRIC 6" MINIMUMAND TAMP IN PLACE

SPACE 8'-0" O.C.SECURELY FASTEN FABRIC TOPOSTS

TOE OF SLOPE

EMBED FABRIC 6"MINIMUM AND TAMP IN

PLACE

LENGTH=L WIDTH=W

DEPTH=D

DUMP STRAP1" REBAR FOR BAGREMOVAL FROM INLET

DUMP STRAPFOAM

CURB OPENING

DUMP STRAPS

1" REBAR FOR BAGREMOVAL FROM INLET

INLET FILTERBAG

DUMP STRAPS(2 EACH)

FOAM

BAG DETAILINSTALLATION DETAIL INLETGRATE

EMERGENCYOVERFLOW

PORTEXPANSION

RESTRAINT (1/4"NYLON ROPE, 2" FLAT

WASHERS)EXPANSION

RESTRAINT (1/4"NYLON ROPE, 2" FLAT

WASHERS)

8 N.T.S.

INLET FILTER BAG DETAIL

NOTES:1. THE FILTER BAG SHALL SAFELY PASS FLOWS GREATER THAN

THE 1-YEAR 24-HOUR STORM EVENT.2. SEDIMENT REMOVAL AND MAINTENANCE SHALL BE

PERFORMED FREQUENTLY AND AFTER EVERY STORM EVENT.

CAMPBELL FOUNDRY,

FRAME AND GRATE

(GRATE PATTERN

#2815-1400, ADA

COMPLIANT) OR

APPROVED EQUAL

SITE DETAILS I

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

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OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

C-2.20

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2.00

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-2.2

0

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

LOBBY405 SF

COMPACTOR270 SF

TRANSFORMERS380 SF

MAIL /PACKAGE

UTILITY700 SF

41 TOTAL SPACES2 ADA PARKING SPOTS2 EV PARKING SPOTS

37 MECHANICAL PARKING STALLS

TRASH STAGING410 SF

BIKE STORAGE550 SF

STOP

PARKING PROPOSEDFL0: 2 ADA

2 EV34 MECHANICAL STALLS

TOTAL: 41 SPACES

PERMITTED DENSITY PER PARKING:(1 SPACE/1 UNIT)= 40 UNITS

PROPOSED GROSS SQUARE FOOTAGETYPE SFGARAGE 7,630UTILITY 2,034COMMON 1,406VERTICAL CIRC. 400TOTAL 11,470

0' 10' 20' 40'

SCALE:

GROUND FLOOR PLAN1 1/8" = 1'-0"

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

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194-

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NJBL

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458,

LOT

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9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

A-1.01

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INGS

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S\A-

1.00

.DW

G\\\A

-1.0

1

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

GROUND FLOOR PLAN

TRASH

ELEVATORLOBBY

1BR730 sf

2BR1050 sf

1BR1000 sf

1BR1000 sf

1BR700 sf

2BR1075 sf

STUDIO535 sf

2BR905 sf

2BR980 sf

W/D

W/D

W/D

W/D

W/D

W/D W/D

W/D

LOBBY

UTIL

ITY

1BR850 sf

W/D

W/D

PROPOSED TOTAL RESIDENTIAL MATRIX(2ND FLOOR)TYPE QTY % #BEDSSTUDIO (1) 10% 11-BR (5) 50% 52-BR (4) 40% 8TOTAL (10) 14

0' 10' 20' 40'

PROPOSED GROSS SQUARE FOOTAGE (2ND FLOOR)TYPE SF % #BEDSUTILITY 95RESIDENTIAL 9,545COMMON RES. 665VERTICAL CIRC. 540TOTAL 10,845

SCALE:

SECOND FLOOR PLAN 1 1/8" = 1'-0"

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

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OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

A-1.02

Z:\2

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S\A-

1.00

.DW

G\\\A

-1.0

2

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

SECOND FLOOR PLAN

TRASH

ELEVATORLOBBY

2BR1050 sf

1BR1000 sf

1BR1000 sf

2BR1085 sf

UTIL

ITY

STUDIO535 sf

W/D

W/D

W/D

W/D

W/D

W/D

W/D W/D

W/D

LOBBY

2BR975 sf

W/D

1BR730 sf

1BR700 sf

2BR905 sf

2BR980 sf

PROPOSED TOTAL RESIDENTIAL MATRIX(3ND-4TH FLOOR)TYPE QTY % #BEDSSTUDIO (1) 10% 11-BR (4) 40% 42-BR (5) 50% 10TOTAL (10) 15

0' 10' 20' 40'

PROPOSED GROSS SQUARE FOOTAGE (3ND-4TH FLOOR)TYPE SF % #BEDSUTILITY 95RESIDENTIAL 9,617COMMON RES. 687VERTICAL CIRC. 446TOTAL 10,845

SCALE:

TYPICAl FLOOR (3-4) PLAN 1 1/8" = 1'-0"

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

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PAR

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194-

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AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

A-1.03

Z:\2

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-1.0

3

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

TYPICAL FLOOR (3-4) PLAN

STUDIO550 sf

1BR700 sf

DUPLEX

1000 sf1BR

DUPLEX

1085 sf2BR

DUPLEX

930 sf2BR

2BR965 sf

2BR905 sf

W/D

W/D

W/D

W/D

W/D

W/D

W/D

DUPLEX

1000 sf1BR

W/D

W/D

TRASH

ELEVATORLOBBY

1BR730 sf

UTIL

ITY

W/D

2BR1050 sf

0' 10' 20' 40'

PROPOSED TOTAL RESIDENTIAL MATRIX(PENTHOUSE 5TH FLOOR)TYPE QTY % #BEDSSTUDIO (1) 10% 11-BR (2) 20% 22-BR (3) 30% 6DUPLEX 1-BR (2) 20% 2DUPLEX 2-BR (2) 20% 4TOTAL (10) 15

PROPOSED GROSS SQUARE FOOTAGE (6TH FLOOR)

PROPOSED GROSS SQUARE FOOTAGE (5TH FLOOR)TYPE SF % #BEDSUTILITY 187RESIDENTIAL 9,551COMMON RES. 626VERTICAL CIRC. 446TOTAL 10,810

SCALE:

5TH FLOOR PLAN1 1/8" = 1'-0"

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

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194-

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AVE

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NE ,

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458,

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9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

A-1.04

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S\A-

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-1.0

4

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

PENTHOUSE (5) FLOOR PLAN

GREEN ROOF

LOBBY

AMENITY810 SF

LOFT315 SF

LOFT300 SF

LOFT300 SF

LOFT310 SF

UTILITY/STORAGE210 SF

0' 10' 20' 40'

PROPOSED GROSS SQUARE FOOTAGE (6TH FLOOR)AMENITY 910UTILITY 245RESIDENTIAL 2,690COMMON RES. 347VERTICAL CIRC. 342TOTAL 4,655

PROPOSED GROSS SQUARE FOOTAGETYPE SF %GROUND FLOOR 11,4702ND FLOOR 10,8453ND-4TH FLOOR 10,8455TH FLOOR 10,8106TH FLOOR 4,655 (40%)

SCALE:

ROOF (PENTHOUSE) PLAN1 1/8" = 1'-0"

CONSULTANTS:

T H I S D OC U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

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194-

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AVE

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NE ,

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458,

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9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

A-1.05

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-1.0

5

PLANNING BOARD SET

NOT FOR CONSTR

UCTION

BOARD SUBMISSION 04.23.2021

ROOF (6) PLAN

1

2

3

4

5

6

BRICK, DARK GRAY

BRICK, MIXED RED

FIBER CEMENT PANEL, GRAY

ELEVATION LEGEND

FIBER CEMENT PANEL, LIGHT GRAY

FIBER CEMENT PANEL, DARK GRAY

STUCCO, TAN

7 CAST STONE BASE, DARK GRAY

8 METAL WINDOW, GUNMETAL

9 STOREFRONT WINDOW, GUNMETAL

10 STOREFRONT DOOR, GUNMETAL

11 ROLL-DOWN SECURITY GRILLE

12 METAL SECURITY GRILLE, DARK GRAY

13 UTILITY DOOR, DARK GRAY

14 METAL CANOPY, BLACK

15 BUILDING SIGNAGE, 12" LETTERS, BLACK

16 BALCONY, METAL RAILING, DARK GRAY

17 CORNICE

GROUND FLOOR0"

SECOND FLOOR13' - 6"

THIRD FLOOR24' - 2"

FOURTH FLOOR34' - 10"

FIFTH FLOOR45' - 6"

SIXTH FLOOR56' - 2"

ROOF66' - 10"

PARAPET59' - 8"

7

17

2 8 14 1516

4 5 56

11' -

0"

9' -

0"9'

- 0"

9' -

0"9'

- 0"

9' -

0"

56' -

2"

66' -

10"

GROUND FLOOR0"

SECOND FLOOR13' - 6"

THIRD FLOOR24' - 2"

FOURTH FLOOR34' - 10"

FIFTH FLOOR45' - 6"

SIXTH FLOOR56' - 2"

ROOF66' - 10"

PARAPET59' - 8"

127 1 11 16 9 10158 1314

17 4 3 3 45 355

11' -

0"

9' -

0"9'

- 0"

9' -

0"9'

- 0"

9' -

0"

56' -

2"

66' -

10"

CONSULTANTS:

REVISIONS:

SHEET TITLE:

SHEET:

OWNER:

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

IAE PROJECT NO:

PROGRES

S SET

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AvenueCedar Grove, NJ 07009

344 GROVE STREETJERSEY CITY, NJ 07302

AVE

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A-2.00

ELEVATIONS

19036

JJ BUILDERS

SCALE: 1/8" = 1'-0"

EAST ELEVATION1

SCALE: 1/8" = 1'-0"

NORTH ELEVATION2

A-2.00

1

A-2.00

2

BOARD SUBMISSION

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AVE

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GROUND FLOOR0"

SECOND FLOOR13' - 6"

THIRD FLOOR24' - 2"

FOURTH FLOOR34' - 10"

FIFTH FLOOR45' - 6"

SIXTH FLOOR56' - 2"

ROOF66' - 10"

PARAPET59' - 8"

715 14 2

17 5 6

8

4 5

11' -

0"

9' -

0"9'

- 0"

9' -

0"9'

- 0"

9' -

0"

56' -

2"

66' -

10"

GROUND FLOOR0"

SECOND FLOOR13' - 6"

THIRD FLOOR24' - 2"

FOURTH FLOOR34' - 10"

FIFTH FLOOR45' - 6"

SIXTH FLOOR56' - 2"

ROOF66' - 10"

PARAPET59' - 8"

7

17

2 8 16

6 5

11' -

0"

9' -

0"9'

- 0"

9' -

0"9'

- 0"

9' -

0"

56' -

2"

66' -

10"

1

2

3

4

5

6

BRICK, DARK GRAY

BRICK, MIXED RED

FIBER CEMENT PANEL, GRAY

ELEVATION LEGEND

FIBER CEMENT PANEL, LIGHT GRAY

FIBER CEMENT PANEL, DARK GRAY

STUCCO, TAN

7 CAST STONE BASE, DARK GRAY

8 METAL WINDOW, GUNMETAL

9 STOREFRONT WINDOW, GUNMETAL

10 STOREFRONT DOOR, GUNMETAL

11 ROLL-DOWN SECURITY GRILLE

12 METAL SECURITY GRILLE, DARK GRAY

13 UTILITY DOOR, DARK GRAY

14 METAL CANOPY, BLACK

15 BUILDING SIGNAGE, 12" LETTERS, BLACK

16 BALCONY, METAL RAILING, DARK GRAY

17 CORNICE

CONSULTANTS:

REVISIONS:

SHEET TITLE:

SHEET:

OWNER:

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

IAE PROJECT NO:

PROGRES

S SET

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AvenueCedar Grove, NJ 07009

344 GROVE STREETJERSEY CITY, NJ 07302

AVE

F -B

AYON

NEPR

OPOS

ED 6

-STO

RY M

ULTI

-FAM

ILY

RESI

DENT

IAL

BUIL

DING

W/1

STO

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ARKI

NG19

4-20

0 AV

E E,

BAY

ONNE

, NJ

BLOC

K 45

8, L

OTS

7-9

A-2.01

ELEVATIONS

19036

JJ BUILDERS

SCALE: 1/8" = 1'-0"

WEST ELEVATION1

SCALE: 1/8" = 1'-0"

SOUTH ELEVATION2

A-2.01

2

A-2.01

1

BOARD SUBMISSION

NOT FOR CONSTR

UCTION

AVE

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PROP

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194-

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E, B

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LOT

S 7-

9

CONSULTANTS:

T H I S D O C U M E N T I S T H E E X C L U S I V EPROPERTY OF INGLESE ARCHITECTURE +ENGINEERING. THE DOCUMENT AND THEINFORMATION IT CONTAINS MAY NOT BEREPRODUCED OR USED FOR OTHER THANTHE SPECIFIC PROJECT FOR WHICH IT WASPREPARED WITHOUT THE EXPLICIT CONSENTOF INGLESE ARCHITECTURE + ENGINEERING.

Inglese Architecture+ Engineering

t. 201.438.0081www.inglese-ae.cominfo@inglese-ae.com

632 Pompton AveCedar Grove, NJ 07009

REVISIONS:

SHEET TITLE:

SHEET:

IAE PROJECT NO: 19036

AVE

E LO

FTS

PROP

OSED

6-S

TORY

MUL

TI-F

AMIL

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ILDI

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TORY

PAR

KING

194-

200

AVE

E, B

AYON

NE ,

NJBL

OCK

458,

LOT

S 7-

9

OWNER:

JJ BUILDERS

711 COMMERCE ROADLINDEN, NJ 07036

SUBMISSIONS:

JOHN INGLESE NJ AI00846900NJ GE02999700

JOAQUIN BOUZAS NJ AI01637300ALEXANDER MERLUCCI NJ AI02002700ANTHONY D'AGOSTA III NJ AI02023700

S-1.00

Z:\2

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ONNE

\2. D

RAW

INGS

\4. A

PPRO

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\2. S

HEET

S\S-

1.00

.DW

G\\\S

-1.0

0

NOT FOR CONSTR

UCTION

BOARD SUBMISSION

SCALE:

RENDERED SITE PLAN1 1" = 10'-0"

RENDERED SITE PLAN

PROPOSED 6-STORY40-UNIT

MULTIFAMILY BUILDING W/GROUND FLOOR PARKING GREEN ROOF & AMENITY