PRELIMINARY FINAL MAJOR SITE PLAN · PYC Property, L.L.C., Pak, Esq. Page Realty L.L.C. Quinlan, M, Et AI (Palmieri, LE) Harrington Park, NJ 07640 91 Essex Drive 1034 Hudson Avenue

PRELIMINARY & FINAL MAJOR SITE PLAN

PL E A f» ru1 r 1 :;; ;;;-:_--.w -~~.

OFFICE BUILDING 339-365 BROAD AVENUE

BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY

TAX MAP No.: 38; BLOCK: 3805; LOTS: 12 & 13 ZONE: OFFICE COMMERCIAL (D)

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SURROUNDING ZONES lWO-FAMIL Y RESIDENTIAl'

OFFICE/COMMERCIAL

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KEY MAP TAX MAP No. 38 GRAPHIC SCALE GRAPHIC SCALE

1""" ±1000'-0" 1" = ±200'-0"

PROPERTY OWNERS WITHIN 200 FEET OF SUBJECT PROPERTY:

Block: 3704; Lot: 3 Block: 3704; Lot: 10 Block: 3706; Lot: 5 Block: 3901; Lot: 1 Yiu, Erick & Pit S. Stueven, Eleanor and Martha Merla,Antonio and .laura Pinera FNL Realty LP NJ LTD/L.Goldstein P.O. Box 2088 788 Charlotte Terrace 814 Charlotte Terrace 1475 Franklin Avenue Cliffside Park, NJ 07010 Ridgefield, NJ 07657 Ridgefield, NJ 07657 Garden City, NY 11530

Block: 3704; Lot: 4 Block: 3705; Lot: 8 Block: 3706; Lot: 6 PSE&G Ackerman, William North Fork Bank Facilities Dept. Beggiato, Antonio &_ Bertilla 80 Park Place No. 176 919 Summit Avenue P.O. Box 8914 810 Charlotte Terrace Newark, NJ 07101 River Edge, NJ 07661 Melville, NY 11747 Ridgefield, NJ 07657

New Jersey Bell, Room 2001 Block: 3704; Lot: 5 Block: 3705; Lot: 9 Block: 3706; Lot: 7 540 Broad Street Lau, Kit Lueng & Ruby Juliana Brenner Ridgefield L.L.C. Perkel, Joel L & Jane L Newark, NJ 07101 334 Broad Avenue P.O. Box 335 34-15 Hillside Terrace Ridgefield, NJ 07657 Ridgefield, NJ 07657 Fair Lawn, NJ 07410 Corporate Secretary

United Water Resources, Inc. Block: 3704; Lot: 6 Block: 3705; Lot: 10 Block: 3706; Lot: 8 200 Old Hook Road PYC Property, L.L.C., Pak, Esq. Page Realty L.L.C. Quinlan, M, Et AI (Palmieri, LE) Harrington Park, NJ 07640 91 Essex Drive 1034 Hudson Avenue 365 & 339 Broad Avenue Tenafly, NJ 07670 Ridgefield, NJ 07657 Ridgefield, NJ 07657 Chief Engineer

Bergen County Utilities Authority Block: 3704; Lot: 7 Block: 3705; Lot: 11 Block: 3706; Lot: 9 P.O. Box 122 PYC Property, L.L.C., Pak, Esq. Brenner, Donald R. Goldowski, Edward Little Ferry, NJ 07643 91 Essex Drive P.O. Box 335 358 Broad Avenue Tenafly, NJ 07670 Ridgefield, NJ 07657 Ridgefield, NJ 07657 Block: 3706i Lot: 10

Gonzalez (ET AL), Jordania Block: 3704; Lot: 8 Block: 3705; Lot: 12 Block: 3706; Lot: 10 360 Broad Avenue DRAWING No.: DRAWING IDLE: Kim, Hoon B & P Ridgefield Realty, L.L.C. Gonzalez (ET AL), Jordania Ridgefield, NJ 07657 15 Van Cortland Place 365 & 339 Broad Avenue 360 Broad Avenue Ridgefield, NJ 07657 Ridgefield, NJ 07657 Ridgefield, NJ 07657 General Manager

Time Warner

C-Ol COVER SHEET

C-02 DEMOLffiON PLAN

C-03 SITE & UTILITY PLAN Block: 3704; Lot: 8 Block: 3705; Lot: 13 Block: 3706; Lot: 11 200 Roosevelt Place C-04 GRADING & DRAINAGE PLAN Kim, Eun B & P Ridgefield Realty, L.L.C. Gomez, Jelfy A. Palisades Park, NJ 07650 17 Van Cortland Place 365 & 339 Broad Avenue 364 Broad Avenue C-05 EROSION & SEDIMENT CONTROL PLAN

Ridgefield, Nl 07657 Ridgefield, NJ 07657 Ridgefield, NJ 07657 State of New Jersey/DOT C-06 LIGHTING AND LANDSCAPING PLAN P.O. Box 600 C-07 DETAILS- 1

Block: 3704; Lot: 9 Block: 3706; Lot: 4 Block: 3706; Lot: 12 Trenton, NJ 08625 Kim, Jin and Diana Jaloudi, Raig Strathis, Petros & Irene 19-21 Van Cortland Place 820 Charlotte Terrace 370 Broad Avenue

C·OB DETAILS- 2

C-09 DETAILS- 3 Ridgefield, Nl 07657 Ridgefield, NJ 07657 Ridgefield, NJ 07657 C-10 DETAILS- 4

I CONSENT TO THE FILING OF THIS SITE PLAN WITH THE BOARD OF ADJUSTMENT OF THE BOROUGH OF RIDGEFIELD

APPLICANT DATE

SITE PLAN OF 339 BROAD AVE OFFICE BUILDING LOT: 12 & 13 BLOCK: 3805 ZONE: D DATE SCALE ____ _ APPLICANT _________ _ ADDRESS _______ _

I HEREBY CERTIFY THAT I HAVE PREPARED THE SITE PLAN AND THAT ALL DIMENSIONS AND INFORMATION ARE CORRECT.

------~==~~~~NAME TITLE AND LICENSE No.

APPROVED BY THE BOARD OF ADJUSTMENT OF THE BOROUGH OF RIDGEFIELD DATE

--------~C~H~AI=R~M=A~N

SECRETARY

I HAVE REVIEWED THIS SITE PLAN AND CERTIFY THAT IT MEETS ALL CODES AND ORDINANCES UNDER MY JURISDICTION.

DATE BOROUGH ENGINEER

I HEREBY CERTIFY THAT ALL REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THAT A PERFORMANCE GUARANTY HAS BEEN POSTED IN ACCORDANCE WITH SECTION ____ OF THE SITE PLAN ORDINANCE. _______ ,BUILDING INSPECTOR _______ BOROUGH ENGINEER

I HEREBY CERTIFY THAT ALL REQUIRED IMPROVEMENTS OF THIS SITE PLAN HAVE BEEN INSTALLED IN COMPLIANCE WITH ALL APPLICABLE CODES AND ORDINANCES. DATE BUILDING INSPECTOR DATE BOROUGH ENGINEER OCCUPANCY PERMIT ISSUED DATE

LAND DESIGN ..4 LLC 12 ENGLE STREET. SUITE 200

ENGLEWOOD. NJ 07631 201.227.0300 • 201.227.0001 (Fax)

www.L2A1anddesign.com New Jersey CertificQte of Authodzation No, 24GA28130900

03120/08

Date

New Jersey Professional Engineer No. 24GE0408l200 WARNING: IF 71/JS PI./W OOE::S NOT CONTAIN A RAIS£{) IIH'R£S5/0N SEAL ""'"' na- tof>I1!+<:.<:JtWAI SJr.NimtllF IT IS NQT AN Ali7HORIZFO OFFICIAL COPY.

OWNER/APPLICANT:

339 BROAD AVE, L,L.C. 452 PALISADE AVENUE CLIFFSIDE PARK, NJ 07010 (201) 724.2338 (Office) (201) 909.8665 (Fax)

ARCHITECT.·

THE BILOW GROUP 161 MAIN STREET RIDGEFIELD PARK, NJ 07660 (201) 807.0407 (Office) (201) 807.0513 (Fax)

SURVEYOR:

LANTELME, KURENS, AND ASSOCIATES, P.C. 101 WEST STREET HILLSDALE, NEW JERSEY 07642 (201) 666.2450 (Office) (201) 666.9745 (Fax)

1::: 2\

~ ~ 1E '<

\::i

"' PROJECT AND LOCATION

PROPOSED OFFICE BUILDING 339-365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD

~ ~ 2

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"'

BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805; LOTS: 12 & 13

COVER SHEET

REFER TO PLAN

MAC

MED 0701.001

c- 01 roRU>£

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I

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~ ""' C'>

"'%

I MAINTENANCE EASEMENT AS PER DBK 6289, PG 490

-\ ma a"" """ N

~ "' tp ·a '-" X MEANDERING

CHAIN LINK FENCE N 10'33'33''W

REMOVE ASPHALT TO -\

LIMIT LINES m a a""

""""" FENCE TO ~ ~

'-"' . REMAIN

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X

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"'6 0

DEMOLISH ""' RETAINING WALL 0

BlOCK 3805 -\ "'% m a a"" LOT I I """

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CON C. ...... REMOVE CHAIN

LINK FENCE ---- -~"- IV I U ,J,j J~J vv i---

CONC. WALt420'

BLOCK 3901

LOT I

APPROX L OCA T!ON SAN SEWER PfR BOROUGH

DPW MAP

REMOVE ASPHALT TO LIMIT LINE~

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24"--

\)s

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/05.58'

REMOVE TREE

DEMOLISH STAIRS~ "" !"> (TYP.)

<;.>

"' ( REMOVE EXISTING \-;o >

VEGETATION ~o.,z.

~"" "' ~·o DEMOLISH STEPS\ ._, +

2:..:STORY U4SONRY No,·339

FFF.<£C27.5 !?oci;:- Pk soj

StATE

(1YP.)

REMOVE OH WIRES. COORDINATE REMOVAL WITH UTILI1Y COMPANIES. UP 4714'

WTf2

J;-,STORYiJ1ASONRY No. 365

FFF £:£)2.6 ROOF.PK50.3

wv

J ...... .... ... ... U I

MH RJM../ EL 277 UP !NV 9.7

REMOVE CURB WITHIN GAS LIMITS OF NEW DRIVEWAY / MARKOUT ----...

BROAD AVENUE SOUTH 60' w.

-

(FORMALLY BERGEN TURNPIKE)

GAS MARK OUT

APPROX. LOCA T!ON 24" STORM SEWER

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DEMOLITION AND REMOVAL NOTES

1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN STRICT ADHERENCE TO ALL FEDERAL, STATE AND LOCAL REGULATIONS.

2. IN ADVANCE OF DEMOLITION/REMOVAL WORK, ARRANGE FOR DISCONNECTION OR REROUTING OF UTILITY LINE(S). IDENTIFY SUCH CAPPED, PLUGGED, SEALED OR REROUTED LINES ON A RECORD DRAWING.

3. BEFORE COMMENCEMENT OF DEMOLITION, REMOVE ALL GLASS IN WINDOWS, DOORS, SKYLIGHTS AND FIXTURES.

4. PROCEED WITH DEMOLITION/REMOVAL IN A SYSTEMATIC MANNER, FROM TOP OF STRUCTURE TO GROUND, COMPLETE UPPER DEMOLITION/REMOVAL BEFORE DISTURBING LOWER SUPPORTING MEMBERS.

5. DEMOLISH CONCRETE AND MASONRY IN SMALL SECTIONS. LOWER HEAVY FRAMING MEMBERS CAREFULLY.

6. BREAK AND REMOVE ON GRADE AND BASEMENT SLABS UNLESS OTHERWISE INDICA TED ON THE CONTRACT DRAWINGS.

7. WHEREVER ASPHALT OR CONCRETE PAVEMENT IS REMOVED, THE CONTRACTOR SHALL SAW·CUT AND NEATLY TRIM THE EDGE OF REMAINING PAVEMENTS BEFORE INSTALLING NEW CONSTRUCTION. ASPHALT PAVEMENT SHALL BE REMOVED TO THE SUBGRADE.

8. WHERE REMOVAL OF CONCRETE CURB IS SHOWN ON THE CONTRACT DRAWINGS, THE REMOVAL LIMITS SHALL BE TO THE NEAREST CURB JOINTS.

9. DEMOLITION USING EXPLOSIVE, INCENDIARY OR WRECKING BALL METHODS IS PROHIBITED.

10. CONDUCT DEMOLITION/REMOVAL OPERATIONS AND DISPOSAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH THE USE OF, OR ACCESS TO, ADJACENT BUILDINGS OR CONSTRUCTION SITE AREA. DO NOT UNNECESSARILY OBSTRUCT SIDEWALKS OR STREETS.

11. PROVIDE TEMPORARY INTERIOR SHORING, BRAONG AND/OR SUPPORT AS REQUIRED ENSURING THAT MOVEMENT OR SETTLEMENT OF STRUCTURES TO BE DEMOLISHED IS SAFELY CONTROLLED AND COLLAPSE IS PREVENTED.

12. USE WATER SPRINKLING, ENCLOSED CHUTES AND/OR TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT RISING AND SCATTERING IN THE AIR. PROVIDE A WATER TRUCK, WATER LINE AND HOSES FOR THIS PURPOSE. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE CONDITIONS SUCH AS IC!NG OR FLOODING.

13. DO NOT DISTURB SERVICE TO OFF-SITE FIRE HYDRANTS IN ANY WAY WITHOUT WRITTEN APPROVAL OF THE ENGINEER. IF, WITH WRITTEN APPROVAL OF THE ENGINEER, WATER SERVICE TO ANY AREA IS DISRUPTED, MAKE PROVISIONS TO ENSURE ADEQUATE FIRE PROTECTION FOR SUCH AREA.

14. AT ALL TIMES, MAINTAIN ACCESSIBILITY FROM THE STREET TO ALL FIRE HYDRANTS, TRAFFIC SIGNALS, POWER OR LIGHT POLES, MAILBOXES, AND SIMILAR UTILITY AND PUBLIC SERVICE ITEMS ADJACENT TO THE CONSTRUCTION SITE.

15. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED AREAS, EXCEPT WHEN AUTHORIZED BY THE ENGINEER. PROVIDE TEMPORARY SERVICES DURING SUCH INTERRUPTIONS AS APPROVED BY THE ENGINEER.

16. DO NOT STORE ANY MATERIALS, RUBBISH, DIRT, DEBRIS OR WASTE OF ANY SORT RESULTING FROM THE DEMOLITION OPERATIONS ON THE FLOOR OF PARTIALLY DEMOLISHED STRUCTURES OR ADJACENT CONSTRUCTION SITE AREAS.

17. DISPOSE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS AWAY FROM THE CONSTRUCTION SITE.

18. DO NOT BURN, BURY OR OTHERWISE DISPOSE OF DEBRIS, RUBBISH OR OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS.

19. STORAGE OR SALE OF ITEMS OF SALVABLE VALUE TO THE CONTRACTOR IS PROHIBITED AT THE CONSTRUCTION SITE.

20. REFER TO LANDSCAPING & TREE PROTECTION MANAGEMENT PLAN(S) AND DETAIL(S) FOR THE PRESERVATION OF TREES.

21.

19.

20.

WHERE THE CONTRACT DRAWINGS INDICATE THE ABANDONMENT OF AN EXISTING PIPE, PLUG BOTH ENDS OF THE PIPE WITH CONCRETE. THE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI. EACH PLUG SHALL COVER THE FULL CROSS SECTIONAL AREA OF THE PIPE AND ITS THICKNESS SHALL BE ONE-THIRD (1/3) OF THE NOMINAL DIAMETER OF THE PIPE BUT NOT LESS THAN EIGHT (8") INCHES. WHERE A PIPE IS TO BE REMOVED FROM AN EXISTING STRUCTURE, THE REMAINING OPENING IN THE STRUCTURE SHALL BE FILLED WITH CONCRETE. THE CONCRETE SHALL HAVE A 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI. THE CONCRETE THICKNESS SHALL NOT BE LESS THAN EIGHT (8") INCHES. WHERE THE CONTRACT DRAWINGS INDICATE THE ABANDONMENT OF A MANHOLE OR CATCH BASIN THE CONTRACTOR SHALL:

A) REMOVE THE FRAME AND GRATE OR CASTING. B) REMOVE THE STRUCTURE TO THREE (3'-0") FEET

BELOW THE FINISHED GRADE. C) PLUG PIPES IN ACCORDANCE WITH NOTES 21 & 22. D) PUNCH HOLES IN THE BOTTOM OF THE STRUCTURE. E) FILL THE STRUCTURE WITH 1-12 SAND TO FINISHED

GRADE IN UNPAVED AREAS OR TO THE BOTTOM OF THE PAVEMENT SECTION IN PAVED AREAS.

__ ....;__~- ---~

I I

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6~0

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TREE TO REMAIN (TREE PROTECTION)

REMOVE ASPHALT TO LIMIT LINES

''iY- REMOVE CURB WITHIN

!$' $ ...s

"f ~~-

0 tr c:: 0 :0

""'"'"'"'-"'"'!,4~) REMOVE OH WIRES. COORDINATE REMOVAL WITH UTILI1Y COMPANIES.

;----GAS MANKOUT

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• . .

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• . . .

X · II II II II II

LEGEND

DEMOLISH BUILDING STRUCTURE

REMOVE EXISTING ASPHALT PAVEMENT

REMOVE/DEMOLISH INDIVIDUAL ITEMS

REMOVE/DEMOLISH LINEAR ITEMS

-TP-TP- TREE PROTECTION

GRAPHIC SCALE 10 0 5 10 20 4(1

~--- I I I I ( IN FEET ) 1" = 10'-0"

12 ENGLE STREET. SUITE 200 ENGLEWOOD. NJ 07631

201.227.0300 • 201.227.0001 (Fax) www .l2Aianddesign.com

New Jersey Certificate of Authorization No. 24GA28130900

03/20108

OWNER! APPLiCANT:

339 BROAD AVE, L.L.C. 452 PALISADE AVENUE CLIFFSIDE PARK, NJ 07010 (201) 724.2338 (Office) (201) 909.8665 (Fax)

ARCII/TE'CT:


SURVEYOR:

Date


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<::i

"" PROJECT AND LOCATION:

PROPOSED OFFICE BUILDING 339·365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805; LOTS: 12 & 13

~

DRAWING TITLE:

DEMOLITION PLAN

REFER TO PLAN

0

MAC

MED

0701.001

c- 02

LEGEND MEANDERING N I 0'33'33'W

BLOCK 3805

LOT 11 I I

~Attd:&:15:·~i SANITARY SEWER PIPE

WATER MAIN !-T CHAIN LINK FENCE 105.58' ·- ~- - - - - - - -

-T-N 10'33'.33'W ---zi4.2o;- '----------- . -------

----·---- FIRE MAIN 4"' I 1 0.5. ~ 7' -0" SIDE YARD SETBACK 1{1 ~~----~--~ GAS MAIN

ELECfRIC SERVICE

------- . -------1~ y ·~ ·~ ~~ ~· ~·t~ ~ ----e:--£--- ~cr~· ~· t --~ ~. ~ ~ ~ ~ ~ ~ ~ ----cr 6"' I

GRASS AND LANDSCAPING

®5"' I 88'

ami -_ik'fffij __ iiiDk§

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STORM SEWER PIPE

MANHOLE

TYPE A INLET

TYPE BINLET

FIRE HYDRANT

VALVE

BLOCK 3901

LOT 1

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STAIRWELL (REFER TO ARCHITECTUAL PLANS)

BASEMENT COLUMN LINE ONLY (SEE

ARCHITECTURAL DWGS.)

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®

20.00'

24.00'

20.00'

9.00' (TYP.)

LOT 13 TOTAL AREA (LOTS 12 &

=16,690+/-S.F.

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LOT 72 ELEVATOR & STAIRWELL (REFER TO ARCHITECTUAL PLANS)

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23.76" -. I -;;I ~ I LINE OF PROPOSED ONE-STORY

0:: I I PARKING STRUCTURE ABOVE

"'"' • 1.32'

I I CURB

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I; MEET EXISTING CURB

MEET EXISTING CURB

!3' $ ..:s

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SANITARY SEWER LATERAL

INV=24.33'

APPROX. LOCA T70N S:4N.

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-·--·--SEWER PER BOROUGH DPW MAP

·---24.00' II 20'-0" FRONT YARD SETBACK ~~~ "1C__ ~E;TRIC ~ GAS SERVICE I ) GAS MARKOUT

8.00'

8 LF OF 8" PVC--tl---.-------j ~ t

NOTES:

@ 4.00%

8" PVC TYPE-Y SANITARY CONNECTION

INV=±10.83'

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24'"

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'.--JI .. -~ ·.,:

1. THIS PROJECf REFERENCES A SURVEY PREPARED BY: MH RIM £L 27.7 !NV 9.7 LANTELME, KURENS, AND ASSOCIATES, P.C.

101 WEST STREET HILSDALE, NEW JERSEY 07642 201.666.2450 (Office) 201.666.9745 (Fax) DATE: 12/05/07

BULK ZONING REQUIREMENTS:

PROPERTY: BLOCK 3805; LOT 12 & 13 TAX MAP NO.: 38 339-365 BROAD AVENUE SOUTH RIDGEFIELD, NJ 07657

AREA: 16,690.00 SQ. FT. (0.383 AC.)

MEET EXISTING CURB

l ',';

---.'

•

A

UP

21.50' BROAD AVENUE PARKING LEVEL

(REFER TO ARCHITECTUAL PLANS)

s 10'33'.33''£ 105.04'

----,-DEPRESSED _/

CURB

SMH-1 (INTERNAL DROP CONNECTION) RIM=28.75' INV=24.00'(A) INV=11.75'(B)

23 LF 8" PVC @ 4.00%

O.H. W.

(GRASS AND ) LANDSCAPING

~ SERVICE

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CONNECT TO EXISTING OH ELECTRIC SERVICE

A'

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GAS

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MEET EXISTING CURB

-~ . . ""!.

4'-0" WIDE CONCRETE SIDEWALK



8.00'

5'x5'CONCRETE

PAD 47.14'

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8'-0" WIDE CONCRETE SIDEWALK

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FIRE WATER lv SERVICE /y/. DOMESTIC .:?;J!r WATER iC<J.~: SERVICE "-! '-

~ .: "': · ··ntr · · . ~. . 6. •

CONNECT TO EXISTING GAS SERVICE WITHIN BROAD AVENUE

GAS MARKOUT

CONNECT TO EXISTING WATER SERVICE

· RETAINING WALL

O~GV

DROP CURB & RAMP (TYP.)

APPROX. LOCAT70N 24'" STORM SEWER I

~--·······································-~ ZONE: D - OFFICE COMMERCIAL EXISTING USE: OFFICE/COMMERCIAL BUILDINGS. PROPOSED USE: 4-STORY OFFICE BUILDING WITH GROUND

AND SUB-LEVEL PARKING.

ZONE D OFFICE COMMERCIAL

MINIMUM LOT AREA (Sq. Ft.) MINIMUM LOT WIDTH (Ft.)

MINIMUM YARD REQUIREMENTS: PRINOPAL BUILDING FRONT REAR

SIDE: ONE SIDE: BOTH

PERCENT(%) MAXIMUM BUILDING COVERAGE MAXIMUM BUILDING HEIGHT (Ft.)

1. NOT TO EXCEED TWO STORIES.

REQUIRED

5,000.00 SF 50.00 Ft.

20.00 Ft. 5.00 Ft. 7.00 Ft. 15.00 Ft.

65% 30.00 Ft.'

PROVIDED VARIANCE REQUIRED

16,690.00 SF NO

97.92 Ft. NO

21.50 Ft./1.33 Ft. NO/YES NA (CORNER LOD NA

8.00 Ft. NO

18.50 Ft. NO

10,625.00/16,690.00 = 64% NO '56.00 Ft./4-STORlES YES

2. THE VERTICAL DIMENSION MEASURED FROM THE AVERAGE ELEVATION OF THE FINISHED LOT GRADE, COMPUTED BY AVERAGING THE GRADE AT THE FOUR CORNERS OF THE PRINOPAL STRUCTURE OF THE FOUR MOST EXTREME POINTS ON THE NORTH, SOUTH, EAST AND WEST SIDES OF A PRINOPAL STRUCTURE. COLUMNS (A1=61.33" + F1=59.33' + A4=54.00' + F4=49.33')/4=56.00'

PARKING REQUIREMENTS· .

UNIT TYPE/SIZE PARKING PARKING VARIANCE

REQUIRED PROVIDED REQUIRED

COMMERCIAL OFFICE BUILDING 27,343.80 SF (GFA) 55 29 + 15 =54 YES

- ----

1. PARKING SPACE DIMENSIONS: 9'·0" X 20'-0" 2. OFFICE REQUIREMENT: 1 SPACE PER 500 SF OF GFA

GENERAL NOTES

1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACfOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMffiiNG AUTHORITIES.

2. All WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY.

3. THE PROPERTY SURVEY IS CONSIDERED A PART OF THESE PLANS. 4. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERiFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRiOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACfOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.

5. SOLID WASTE TO BE DISPOSED OF BY THE CONTRACTOR IN ACCORDANCE WITH All LOCAL, STATE AND FEDERAL REGULATIONS. 6. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 7. THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING REQUIRED DURING EXCAVATION AND SHALL BE PERFORMED IN

ACCORDANCE WITH CURRENT OSHA STANDARDS, AS WELL AS ADDITIONAL PROVISIONS TO ASSURE STABILITY OF CONTIGUOUS STRUCTURES, AS FIELD CONDITIONS DICTATE.

8. THE PROPERTY CORNERS MUST BE STAKED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ACTIVITIES.

SITE PREPARATION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECfiON OF All ITEMS AND FEATURES WHICH ARE TO REMAIN WHETHER SHOWN ON THE DRAWINGS OR NOT.

2. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SAFEGUARDS INCLUDING THE INSTALLATION OF SHORING, STRUCfURAL SUPPORTS, PROTECTIVE FENCING AND BARRIERS, ETC., AS MAY BE REQUIRED TO PREVENT UNAUTHORIZED ENTRY INTO THE CONSTRUCfiON SITE, DAMAGE TO ADJACENT PROPERTY OR INJURY TO PERSONS.

3. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE ALL GROUND SURFACES, PAVEMENTS, SIDEWALKS, CURBS, ETC., WHICH ARE TO REMAIN AND WHICH MAY BECOME DISTURBED OR DAMAGED DUE TO HIS/HER OPERATION.

4. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL MATERIALS, LABOR, TOOLS EQUIPMENT, WATER, SANITARY FACILITlES, LIGHT, POWER, HEAT, TELEPHONE, TRANSPORTATION AND SUPERINTENDENCE FOR TEMPORARY CONSTRUCTION, SERVICES AND FACILITIES OF EVERY NATURE WHATSOEVER NECESSARY TO EXECUTE, COMPLETE AND DELIVER THE WORK WITHIN THE SPECIFIED TIME.

5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT TRAFFIC AS REQUIRED DURING THE COURSE OF CONSTRUCTION IN SUCH A MANNER SATISFACTORY TO THE OWNER'S FIELD REPRESENTATIVE AND ANY OTHER AUTHORITY HAVING JURiSDICTION.

6. THE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL REFUSE RUBBISH, SCRAP MATERIALS, UNSUITABLE MATERIALS AND DEBRiS CAUSED BY HIS/HER OPERATIONS SO THAT, AT ALL TIMES, THE Sffi OF THE WORK SHALL PRESENT A NEAT, ORDERLY AND WORKMANLIKE APPEARANCE.

UTILITY NOTES

1. IT IS THE CONTRACTORS RESPONSIBILITY TO CALL THE NJ ONE CALL CENTER A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION.

2. LOCATION OF EXISTING UTILITIES IS APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS INDEPENDENTLY PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACfOR SHALL NOTIFY ENGINEER IMMEDIATELY SHOULD DISCREPANCIES EXIST.

3. UTILITY CROSSINGS SHOULD BE FIELD VERiFIED BY CONTRACfOR BY CONDUCTING TEST PITS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF UTILITY CONNECTIONS TO BUILDING(S).

SHOULD ANY DISCREPANCIES EXIST, THE ARCHITECfURAL PLANS SHALL GOVERN. CONTRACfOR SHALL NOTIFY ENGINEER IMMEDIATELY SHOULD DISCREPANCIES IN UTILITY SERVICES EXIST.

5. SHOULD INTERFERENCE BETWEEN UTILITlES BE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 6. WHERE SHOWN ON THE CONTRACT DRAWINGS, ADJUST THE CASTINGS OF EXISTING CATCH BASINS, MANHOLES AND VALVE BOXES

TO FINISHED GRADE OF NEW PAVEMENT. 7. 4" POLYETHYLENE STORMWATER PIPE (ROOF DRAIN) TO BE ADS SINGLE-WALL PIPE OR APPROVED EQUAL. 8. WHERE CONNECTIONS TO EXISTING DRAINAGE OR SANITARY STRUCTURES ARE REQUIRED, CUT NEATLY WITHOUT PERCUSSION

INTO THE EXISTING STRUCTURE. THE MAXIMUM SIZE OF THE OPENING SHALL NOT EXCEED THE PIPE'S OUTER DIAMETER PLUS THREE (3") INCHES. CONNECf THE NEW PIPE AND SEAL AROUND IT WITH SIKAFLEX-2C OR APPROVED EQUAL.

9. PORTLAND CEMENT CONCRETE SHALL BE CLASS C, 28 DAY COMPRESSIVE STRENGTH OF 3,500 PSI, AIR-ENTRAINED UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES SHALL BE ADJUSTED TO FINAL GRADE IN ACCORDANCE WITH CURRENT TOWNSHIP REQUIREMENTS AND PRACTICES.

10. THE STANDARD BURIAL DEPTH FOR WATER MAINS IS FORTY-EIGHT (48") INCHES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF SHALLOWER DEPTH IS NECESSARY.

11. WATER MAINS SHALL BE DUCTILE IRON CEMENT, CLASS 52 FOR DIAMETERS FOUR (4) INCHES AND LARGER, TYPE "K" SOFT TEMPER COPPER FOR DIAMETERS TWO (2) INCHES AND LESS.

12. THE SANITARY SEWER MAIN FOUR (4) INCHES THROUGH FIFTEEN (15) INCHES SHALL BE POLYVINYLCHLORIDE (PVC) PIPE SDR-35. ALL PVC LATERALS SHALL CONFORM WITH ASTM D-1785, SCHEDULE 40.

GRAPHIC SCALE

'~..1 r r r i ( IN FEET ) 1'' = 10'-0 ..

12 ENGLE ENGLEWOOD. NJ 07631

201.227.0300 • 201.227.0001 (Fax) www.L2Aianddesign.com

Net11 Jersey Certificate of Authorization No. 24GA28130900

03/20/08

OWNER/APPLICANT:


ARCHITECT:


SURVEYOR:

Date


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PROPOSED OFFICE BUILDING 339-365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805: LOTS: 12 & 13

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DRAWiNG TITLE:

SITE & UTILITY PLAN

MED 0701 .001

c- 03

I APPROXIMATE EDGE OF PAVEMENT LINE ON ADJACENT PROPERTY

BLOCK 3805

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CHAIN LINK FENCE

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27 LF 4" PVC ROOF DRAIN LEADER @1.00%

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BUILDING

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ROOF DRAIN LEADER OVERFLOW (TYPICAL @ EACH DOWNSPOUT)

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GRADING, EXCAVATION AND BACKFILLING NOTES:

1. THE ELEVATIONS SHOWN ON THESE PLANS REFER TO THE NAVD '88. 2. THE CONTRACTOR SHAll PREVENT WATER FROM ENTERING EXCAVATED AREA AND

MAINTAIN A DRY CONDITION AT All TIMES. 3. DO NOT PLACE FILL OR BACKFILL ON FROZEN SUBGRADE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT,

YIELDING OR UNSUITABLE SOIL MATERIAL AND REPLACING THE UNSUITABLE MATERIAL AS SPECIFIED IN THE SOILS REPORT. All EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY PER ASTM TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM.

5. NO PERSON SHALL STRIP, EXCAVATE OR OTHERWISE REMOVE TOPSOIL FOR OTHER THAN REUSE ON THE SAME LOT. TOPSOIL MOVED DURING THE COURSE OF ROAD CONSTRUCTION IN A SUBDIVISION SHALL BE REDIS1RIBUTED SO AS TO PROVIDE AT LEAST SIX (6") INCHES OF COVER TO ALL AREAS OF THE TRACT AND SHAll BE STABILIZED BY SEEDING OR PLANTING.

6. PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY 6" ABOVE EXISTING LOCAL ASPHALT GRADE UNLESS OTHERWISE NOTED. FIELD ADJUST TO CREATE A MINIMUM OF 0.75% GUTTER GRADE ALONG CURB FACE.

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SLOPE GROUND FLOOR BFPL=20.44' I ~- - -~ SLOPE GROUND FLOOR v ~ PARKING DECK ABOVE AT 5.0% +I GROUND PARKING DECK ABOVE AT 5.0%

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DRAINAGE CALCULATIONS:

Q=ciA V=(Q X Tc) + (Q X (T- Tc)

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Tc=6 min or 360 sec(Time of Concentration) T=l-hr or 3,600 sec (Duration of Design Storm)

EXISTING: Q=((0.99 X 2 X 0.31) + (0.55 X 2 X 0.07)] Q=0.69 cfs

V=(0.69 X 360) + (0.69 X (3600 - 360)] V=2,484 cf

PROPOSED: Q=[(0.99 X 2 X 0.26) + (0.55 X 2 X 0.12)] Q=0.65 CFS

V=(0.65 X 360) + (0.65 X (3600 - 360)] V=2,340 cf

CONCLUSION: REDUCTION IN RATE AND VOLUME THEREFORE NO ADVERSE STORMWATER IMPACTS.

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GAS MAIN

ELECTRIC SERVICE

STORM SEWER PIPES

MANHOLE

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VALVE

SPOT ELEVATION

CONTOUR LINE

GRAPHIC SCALE 10 0 5 10 20 -to

~--- I I I I ( IN FEET ) 1'' = 10'-0"



New Jersey Cett/ficate of AuthorizatiOn No, 24GA28130900

03/20/08

OWNER/APPLiCANT·

339 BROAD AVE, L.L.C. 452 PAUSADE AVENUE CLIFFSIDE PARK, NJ 07010 (201) 724.2338 (Office) (201) 909.8665 (Fax)

ARCHITECT:


SURVEYOR:

Date


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~ PROJECT AND LOCATION

PROPOSED OFFICE BUILDING 339·365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805; LOTS: 12 & 13

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DRA WJJVG TITLE

GRADING & DRAINAGE PLAN

REFER TO PLAN

MAC

MED 0701.001

c- 04

SEQUENCE OF CONSTRUCTION

1. INSTALL PERIMETER SILT FENCE AND ALL OTHER SOIL EROSION & SEDIMENT CONTROL MEASURES. (2 DAYS)

2. DEMOLISH BUILDING STRUCTURES, CONCRETE, STEPS, ASPHALT PAVEMENT, WALKWAYS, ETC. IN ACCORDANCE WITH THE DEMOLITION PLAN (3 WEEKS)

3. CLEAR AND ROUGH GRADE THE SITE FOR NEW BUILDING, PARKING DECK, DRIVEWAYS, AND ANY OTHER STRUCTURES REQUIRING EXCAVATION. (2-3 DAY)

4. INSTALL AND MAINTAIN TEMPORARY SEEDING & MULCHING IN ALL DISTURBED AREAS UNTIL PERMANENT VEGETATION IS COMPLETED.

5. INSTALL ROOF DRAINS. (2-3 DAYS)

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AND CABLE. (3 WEEKS) 8. INSTALL BASEMENT LEVEL ASPHALT PAVEMENT COURSES. (2-3 DAYS) 9. SUBSTANTIALLY COMPLETE BUILDING CONSTRUCTION. (5-7 MONTHS) 10. PERFORM FINAL GRADING OF THE SITE. (2·3 DAYS) 11. INSTALL LANDSCAPING AND PERMANENTLY STABILIZE ALL DISTURBED AREAS. (1-2 WEEKS) 12. REMOVE ALL TEMPORARY SEDIMENT AND EROSION CONTROL STABILIZATION MEASURES. (1 DAY)

AREA OF DISTURBANCE=± 19.338 SF SITE SOILS: UR - URBAN LAND

BLOCK 3901

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SOIL STABILIZATION AND MAINTENANCE NOTES:

29 LF 4" PVC ROOF DRAIN LEADER @1.00% BROAD AVENUE SOUTH

60' w. 1.

1.

2.

3.

INV=27.80' (DAYLIGHT AT CURB FACE)

STABILIZATION SPECIFICATIONS

A. TEMPORARY SEEDING AND MULCHING: - LIME: 90 LBS./1,000 SF GROUND LIMESTONE - FERTILIZER: 11 LBS./1,000 SF AT 10-20-10 OR EQUIVALENT WORKED INTO THE SOIL AT A MINIMUM OF FOUR (4") INCHES. -SEED: PERENNIAL RYEGRASS 40 LBS./ACRE (1LB./1,000 SF) OR OTHER APPROVED SEEDS. PLANT BETWEEN MARCH 1ST AND MAY 15TH OR BETWEEN AUGUST 15TH AND OCTOBER 1ST. -MULCH: SALT HAY OR SMALL GRAINS STRAW AT A RATE OF 70 LBS. TO 90 LBS./1,000 SFTO BE APPLIES ACCORDING TO THE NEW JERSEY STANDARDS. MULCH SHALL BE SECURED BY APPROVED

METHODS SUCH AS PEG ANT TWINE, MULCH NEmNG OR LIQUID MULCH BINDER. B. PERMANENT SEEDING AND MULCHING:

- TOPSOIL: UNIFORM APPLICATION TO A DEPTH OF 5" (UNSETTLED) - LIME: 90 LBS./1,000 SF GROUND LIMESTONE - FERTILIZER: 11 LBS./1,000 SF AT 10-20-10 OR EQUIVALENT WORKED INTO A SOIL A MINIMUM OF 4" -SEED: TURF TYPE TALL FESCUE (BLEND OF THREE CULTIVARS) 150 LBS./ACRE (3.5 LBS./1,000 SF) OR OTHER APPROVED SEEDS. PLAN BETWEEN MARCH 1ST AND NOVEMBER 15TH. -MULCH: SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 LBS. TO 90 LBS./1,000 SF TO BE APPLIED AS PER NEW JERSEY STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS SUCH

AS PEG & TWINE, MULCH NETTING OR LIQUID MULCH BINDER. C. STABILIZATION WITH MULCH ONLY:

APPLICABLE IN AREAS SUBJECT TO EROSION WHERE THE SEASON AND OTHER CONDITIONS MAY NOT BE SUITABLE FOR GROWING AN EROSION-RESISTANT COVER OR WHERE STABILIZATION IS NEEDED FOR A SHORT PERIOD UNTIL MORE SUITABLE PROTECTION CAN BE APPLIED.

SITE PREPARATION A. GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR APPLYING AND ANCHORING MULCH. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE NEW

JERSEY STANDARDS FOR LAND GRADING. B. EMPLOY NEEDED EROSION CONTROL PRACTICES SUCH AS DIVERSION GRADE STABILIZATION STRUCTURES, CHANNEL STABILIZATION MEASURES, SEDIMENT BASIN AND WATERWAYS PER THE NEW

JERSEY STANDARDS. PROTECTIVE MATERIALS A. UNROLL SMALL-GRAIN STRAW OR SALT HAY AT 2.0 TONS TO 2.5 TONS PER ACRE AND SPREAD UNIFORMLY AT 90 LBS. TO 115 LBS./1,000 SF AND ANCHORED WITH A MULCH ANCHORING TOOL,

LIQUID MULCH BINDER OR ANETTING TIE-DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. B. ASPHALT EMULSION IS RECOMMENDED AT THE RATE OF 600 GAL. TO 1,200 GAL/ACRE. THIS IS SUITABLE FOR A LIMITED PERIOD OF TIME WHERE TRAVEL BY PEOPLE, ANIMALS OR MACHINES IS

NOT A PROBLEM. C. SYNTHETIC OR ORGANIC SOIL STABILIZERS MAY BE USED UNDER SUITABLE CONDITIONS AND IN QUANTITIES AS RECOMMENDED BY THE MANUFACTURER D. WOOD-FIBER OR PAPER-FIBER MULCH AT THE RATE OF 1,500 LBS./ACRE OR ACCORDING TO THEMANUFACTURER'S REQUIREMENTS MAY BE APPLIED BY A HYDROSEEDER. E. MULCH NEmNG, SUCH AS PAPER JUTE, EXCELSIOR, COTTON OR PLASTIC MAY BE USED. F. WOOD CHIPS APPLIED UNIFORMLY TO A MINIMUM DEPTH OF 2" MAY BE USED. WOOD CHIPS SHALL NOT BEUSED ON AREAS WHERE FLOWING WATER CAN WASH THEM INTO AN INLET AND CLOG IT. MULCH ANCHORING SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT OF HAY OR STRAW MULCH TO MINIMIZE LOSS BY WIND OR WATER. THIS SHALL BE DONE BY ONE OF THE FOLLOWING METHODS DEPENDING UPON THE SIZE OF THE AREA AND SLOPE STEEPNESS. A. PEG AND TWINE: DRIVE 8" TO 10" INCH WOODEN PEGS TO WITHIN 2' TO 3" INCHES OF THE SOIL SURFACE EVERY 4' FEET IN ALL DIRECTIONS. STAKES MAY BE DRIVE BEFORE OR AFTER APPLYING

MULCH. SECURE MULCH TO SOIL SURFACE BY STRETCHING TWINE BETWEEN PEGS IN A CRISSCROSS AND A SQUARE PATTERN. SECURE TWINE AROUND EACH PEG WITH TWO OR MORE ROUND TURNS.

B. MULCH NETTING: STAPLE PAPER, COTTON OR PLASTIC NETTING OVER MULCH. USE A DEGRADABLE NETTING IN AREAS TO BE MOWED. NETTING IS USUALLY AVAILABLE IN ROLLS 4' FEET WIDE AND UP TO 300' FEET LONG.

C. CRIMPER MULCH ANCHORING COULTER TOOL: A TRACTOR DRAWN IMPLEMENT ESPECIALLY DESIGNED TO PUNCH AND ANCHOR MULCH INTO THE SOIL SURFACE. THIS PRACTICE AFFORDS MAXIMUM EROSION CONTROL BUT ITS USE IS LIMITED TO THOSE SLOPES UPON WHICH THE TRACTOR CAN OPERATE SAFELY. SOIL PENETRATION SHOULD BE ABOUT 3" TO 4" INCHES. ON SLOPING LAND, THE OPERATION SHOULD BE ON THE CONTOUR.

D. LIQUID-MULCH BINDERS: • APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND CATCHES THE MULCH, IN VALLEYS AND AT CRESTS OF BANKS. REMAINDER OF AREA SHOULD BE UNIFORM IN APPEARANCE. • USE OF ON OF THE FOLLOWING:

-EMULSIFIED ASPHALT: (SS-1,CSS-1, MS-2, RS-1, RS-2, CRS-1 AND CRS-2) APPLY 0.04 GAL/SY OR 194 GAL./ ACRE ON FLAT AREAS AND ON SLOPES LESS THAN 8' FEET OR MORE HIGH, USE 0,075 GAL./SY OR 363 GAL./ ACRE. THESE MATERIALS MAY BE DIFFICULT TO APPLY UNIFORMLY AND WILL DISCOLOR SURFACES. -ORGANIC AND VEGETABLE BASED BINDERS: NATURALLY OCCURRING, POWDER BASED, HYDROPHILIC MATERIALS THAT MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANE NETWORKS OF INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT RESULT IN A PHYTOTOXIC EFFECT OR IMPEDE GROWTH OF TURFGRASS VEGETABLE BASED GELS SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER. -SYNTHETIC BINDERS: HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING AND CURING SHALL NO LONGER BE SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES AND WEATHER CONDITIONS RECOMMENDED BY THE MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS,


BERGEN COUNTY SCD SOIL EROSION AND SEDIMENT CONTROL NOTES:

1. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (NJ STANDARDS), AND WILL BE INSTALLED IN PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT STABILIZATION IS ESTABLISHED.

2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND IN ACCORDANCE WITH THE NJ STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER)

3. IMMEDIATELY FOLLOWING INITIAL DISTURBANCE OR ROUGH GRADING, ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAW MULCH OR A SUITABLE EQUIVALENT, AT A RATE OF 2 TONS PER ACRE, ACCORDING TO THE NJ STANDARDS.

4. STABILIZATION SPECIFICATIONS: A. TEMPORARY SEEDING AND MULCHING:

-LIME- 90 LBS./1,000 SF GROUND LIMESTONE; FERTILIZER- 11 LBS./1,000 SF, 10-20-10 OR EQUIVALENT WORKED INTO THE SOIL A MINIMUM OF 4". -SEED- PERENNIAL RYEGRASS 40 LBS./ACRE (1 LB./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1. -MULCH -SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS./1,000 SF TO BE APPLIED ACCORDING TO THE NJ STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER).

B. PERMANENT SEEDING AND MULCHING: -TOPSOIL- UNIFORM APPLICATION TO A DEPTH OF 5" (UNSETTLED). -LIME- 90 LBS./1,000 SF GROUND LIMESTONE; FERTILIZER- 11 LBS./1,000 SF, 10-20-10 OR EQUIVALENT WORKED INTO THE SOIL A MINIMUM OF 4". -SEED- TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 150 LBS./ACRE (3.5 LBS./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN MARCH 1 AND NOVEMBER 15. -MULCH -SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS./1,000 SF TO BE APPLIED ACCORDING TO THE NJ STANDARDS. MULCH SHALL BE SECURED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NEmNG, OR LIQUID MULCH BINDER).

5. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 6. SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS, INCLUDING AFTER EVERY STORM EVENT. 7. STOCKPILES ARE NOT TO BE LOCATED WITHIN 50' OF A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. THE BASE OF ALL STOCKPILES SHALL BE CONTAINED BY A

HAYBALE SEDIMENT BARRIER OR SILT FENCE. 8. A CRUSHED STONE, VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID

BLANKET WILL BE COMPOSED OF 1"- 2'12'' CRUSHED STONE, 6" THICK, WILL BE AT LEAST 30' X 100' AND SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC SEDIMENT FILTER FABRIC AND MAINTAINED.

9. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT EXCEED 3:1 UNLESS OTHERWISE APPROVED BY THE DISTRICT. 10. DRIVEWAYS MUST BE STABILIZED WITH 1"- 2'12'' CRUSHED STONE OR SUBBASE PRIOR TO INDIVIDUAL LOT CONSTRUCTION. 11. ALL SOIL WASHED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED

ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 12. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 30-1 OF THE NJ STANDARDS. 13. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 14. DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL BAG OR OTHER APPROVED FILTER IN ACCORDANCE WITH SECTION 14-1 OF THE NJ

STANDARDS. 15. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER, CALCIUM CHLORIDE OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 16-1 OF THE NJ

STANDARDS. 16. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE FENCE INSTALLED AT THE DRIP LINE OR BEYOND IN ACCORDANCE WITH SECTION 9-1

OF THE NJ STANDARDS. 17. THE PROJECT OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFF-SITE AS A RESULT OF

CONSTRUCTION OF THE PROJECT. 18. ANY REVISION TO THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE SUBMITTED TO THE DISTRICT FOR REVIEW AND APPROVAL PRIOR TO

IMPLEMENTATION IN THE FIELD. 19. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE THROUGHOUT CONSTRUCTION. 20. THE BERGEN COUNTY SOIL CONSERVATION DISTRICT MUST BE NOTIFIED, IN WRITING, AT LEAST 48 HOURS PRIOR TO ANY LAND DISTURBANCE: BERGEN COUNTY SCD, 700

KINDERKAMACK ROAD, SUITE 106, ORADELL, NJ 07649. TEL: 201-261-4407; FAX 201-261-7573. 21. THE BERGEN COUNTY SOIL CONSERVATION DISTRICT MAY REQUEST ADDITIONAL MEASURES TO MINIMIZE ON OR OFF-SITE EROSION PROBLEMS DURING CONSTRUCTION. 22. THE OWNER MUST OBTAIN A DISTRICT ISSUED REPORT OF COMPLIANCE PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. THE DISTRICT REQUIRES AT

LEAST ONE WEEK'S NOTICE TO FACILITATE THE SCHEDULING OF ALL REPORT OF COMPLIANCE INSPECTIONS. ALL SITE WORK MUST BE COMPLETED, INCLUDING TEMPORARY/PERMANENT STABILIZATION OF ALL EXPOSED AREAS, PRIOR TO THE ISSUANCE OF A REPORT OF COMPLIANCE BY THE DISTRICT.

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LEGEND

SANITARY SEWER PIPE

WATER MAIN

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ELECTRIC SERVICE

STORM SEWER PIPE

SILT FENCE

AREA OF DISTURBANCE

MANHOLE

TYPE A INLET

TYPE B INLET

FIRE HYDRANT

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CONTOUR LINE

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ENGLEWOOD. NJ 07631 201.227.0300 • 201.227.0001 (Fax)

www.l2Alanddesign.com Certificate of Authorization No. 24GA28130900

03/20/08

OUWERIAPPL!CANT:


ARCHITECT:


SURVEYOR:

Date

LANTELME, KURENS, AND ASSOCIATES, P.C. 101 WEST STREET HILLSDALE, NEVVJERSEY 07642 (201) 666.2450 (Office) (201) 666.9745 (Fax)

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PLANTING SCHEDULE (FORMALLY BERGEN TURNPIKE)

TREES SYMBOL CODE COMMON NAME BOTANICAL NAME SIZE QTY. SPACING COND. GRAPHIC SCALE

30'-40' • Bm BRANDYWINE ACER RUBRUM :2%" 3 B&B

MAPLE 'BRANDYWINE' CALIPER o.c. SHRUBS, PLANTS, PERENNIALS, GROUNDCOVERS AND GRASSES I I I I J SYMBOL CODE COMMON NAME BOTANICAL NAME SIZE QTY. SPACING COND.

0 Aw ANTHONY SPIREA X BUMALDA 18"-24" 10

3'-4' 2 GAL. WATERER SPIREA 'ANTHONY WATERER' o.c. CONT.

( IN FEET ) t" = to'-o"

0 Ac JUNIPERUS JUNIPER ANDORRA 12"-18" 21

3'-4' 2 GAL. 'ANDORRA COMPACTA' COMPACTA o.c. CONT.

PLANTING NOTES

1. PLANT MATERJAL SHALL BE FURNISHED AND INSTALLED AS INDICATED; INCLUDING ALL LABOR, MATERJALS, PLANTS, EQUIPMENT, INCIDENTALS, AND CLEAN-UP. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLANTING AT CORRECT GRADES AND ALIGNMENT. LAYOUT TO BE APPROVED BY OWNERS REPRESENTATIVE PRIOR TO

INSTALLATION. 3. PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY; HAVE NORMAL GROWTH HABITS; WELL DEVELOPED BRANCHES, DENSELY FOLIATED, VIGOROUS ROOT SYSTEMS

AND BE FREE FROM DEFECTS AND INJURJES. 4. CONTRACTOR SHALL REPORT ANY SOIL OR DRAINAGE CONDffiONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERJAL. 5. ALL PLANT MATERIAL SHALL BE GUARANTEED BY THE CONTRACTOR TO BE IN VIGOROUS GROWING CONDffiON. PROVISION SHALL BE MADE FOR A GROWTH GUARANTEE OF

AT LEAST ONE YEAR FROM THE DATE OF ACCEPTANCE FOR TREES AND SHRUBS. REPLACEMENTS SHALL BE MADE AT THE BEGINNING OF THE FIRST SUCCEEDING PLANTING SEASON. ALL REPLACEMENTS SHALL HAVE A GUARANTEE EQUAL TO THAT STATED ABOVE.

6. INSOFAR AS IT IS PRACTICABLE, PLANT MATERIAL SHALL BE PLANTED ON THE DAY OF DELIVERY. IN THE EVENT THIS IS NOT POSSIBLE, THE CONTRACTOR SHALL PROTECT STOCK NOT PLANTED. PLANTS SHALL NOT REMAIN UNPLANTED FOR LONGER THAN A THREE DAY PERJOD AFTER DELIVERY. ANY PLANTS NOT INSTALLED DURJNG THIS PERJOD

WILL BE REJECTED. 7. QUALITY AND SIZE OF PLANTS, SPREAD OF ROOTS, AND SIZE OF BALLS SHALL BE IN ACCORDANCE WITH ANSI 260 (REV. 1980) "AMERJCAN STANDARD FOR NURSERY STOCK"

AS PUBLISHED BY THE AMERJCAN ASSOCIATION OF NURSERYMEN, INC. FURNISH B&B TREES AND SHRUBS, EXCEPT CONTAINER-GROWN PLANTS MAY BE FURNISHED FOR SMALLER SHRUBS IF INDICATED SIZE IS BELOW LIMIT ESTABLISHED IN ANSI 260.1. DEICIDUOUS SHRUBS MAY BE FURNISHED IN BARE ROOT CONDffiON IF ADEQUATELY MAINTAINED AND PROTECTED FROM DYING THROUGH TRANSPLANTING PERJOD.

8. ALL PLANTS SHALL BE PLANTED IN AMENDED TOP SOIL THAT IS THOROUGHLY WATERED AND TAMPED AS BACK FILLING PROGRESSES. PLANTING MIX TO BE AS SHOWN ON PLANTING DETAILS. LARGE PLANTING AREAS TO INCORPORATE FERTILIZER AND SOIL CONDffiONERS AS STATED IN PLANTING SPECIFICATIONS.

9. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE AT ANY TIME 50 AS TO DAMAGE THE BARK OR BREAK BRANCHES. PLANTS SHALL BE HANDLED FROM THE BOTIOM OF

THE BALL ONLY. 10. PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDffiONS ARE SUITABLE AND IN ACCORDANCE

WITH ACCEPTED LOCAL PRACTICE. PLANTS SHALL NOT BE INSTALLED IN TOPSOIL THAT IS IN A MUDDY OR FROZEN CONDffiON. ALL PLANT MATERJAL SHALL BE SPRAYED WITH 'WILT-PRUF' OR EQUAL AS PER MANUFATURER'S INSTRUCTIONS.

11. NO PLANT, EXCEPT GROUND COVERS, SHALL BE PLANTED LESS THAN TWO FEET FROM EXISTING STRUCTURES AND SIDEWALKS. 12. SET ALL PLANTS PLUMB AND STRAIGHT. SET AT SUCH LEVEL THAT, A NORMAL OR NATURAL RELATIONSHIPTO THE CROWN OF THE PLANT WITH THE GROUND SURFACE WILL

BE ESTABLISHED. LOCATE PLANT IN THE CENTER OF THE PIT. 13. ALL INJURED ROOTS SHALL BE PRUNED TO MAKE CLEAN ENDS BEFORE PLANTING UTILIZING CLEAN, SHARP TOOLS. IT IS ADVISABLE TO PRUNE APPROXIMATELY 1/3 OF THE

GROWTH OF LARGE TREES (2" CALIPER AND OVER) BY THE REMOVAL OF SUPERFLUOUS BRANCHES, THOSE WHICH CROSS, THOSE WHICH RUN PARALLEL, ETC. MAIN LEADER OF TREES WILL NOT BE CUT BACK. LONG SIDE BRANCHES, HOWEVER, MUST BE SHORTENED.

14. EACH TREE AND SHRUB SHALL BE PRUNED IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE TO PRESERVE NATURAL CHARACTER OF PLANT. PRUNING SHALL BE

DONE WITH CLEAN, SHARP TOOLS. 15. TREES SHALL BE SUPPORTED IMMEDIATELY AFTER PLANTING. ALL TREES SIX (6) INCHES AND OVER IN CALIPER SHALL BE GUYED. SMALLER TREES SHALL BE STAKED. GUYING

WIRES AND STAKES SHALL BE INSTALLED AS INDICATED. THE LANDSCAPE CONTRACTOR SHALL REMOVE STAKING, GUYING & TREE WRAP AT THE END OF THE ONE YEAR

MAINTENANCE & GUARANTEE PERJOD. 16. THE TRUNKS OF ALL TREES SHALL BE WRAPPED AS SOON AS POSSIBLE AFTER PLANTING ACCORDING TO STANDARD PROCEDURES AND AS INDICATED.

17. ALL PLANTING BEDS SHALL BE MULCHED WITH 3" LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH.

18. NEW PLANTING AREAS AND SOD SHALL BE ADEQUATELY IRRIGATED OR WATERED TO ESTABLISH THE PROPOSED PLANTS AND LAWN. SOD TO BE CLEAN, STRONGLY ROOTED, UNIFORMLY SIZED STRIPS RECOMMENDED FOR LOCAL ENVIRONMENT SOD, MACHINE STRlPPED NOT MORE THAN 24 HOURS PRJOR TO LAYING. LAY SOD WITH TIGHT JOINTS, ROLL OR TAMP LIGHTLY, AND WATER THOROUGHLY.

19. PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLAN MUST BE INSTALLED, INSPECTED AND APPROVED BY THE TOWNSHIP LANDSCAPE ARCHITECT. THE TOWNSHIP ENGINEER AND LANDSCAPE ARCHITECT SHALL TAKE INTO ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS. THE PLANTING OF TREES, SHRUBS, VINES OR GROUND COVER AS REQUIRED BY OR ASSOCIATED WITH A SUBDIVISION OR SITE PLAN APPROVAL BY THE PLANNING BOARD OR ZONING BOARD OF ADJUSTMENT SHALL BE INSTALLED DURING THE FOLLOWING PLANTING SEASONS:

TYPE PLANTS

LAWN

DATES 3/15 TO 12/15

3/15 TO 6/15 9/15 TO 12/1

FURTHERMORE, THE FOLLOWING TREE VARIETIES SHALL NOT BE PLANTED DURJNG THE FALL PLANTING SEASON DUE TO THE HAZARDS ASSOCIATED WITH PLANTING THESE TREES IN THIS SEASON.

ACER RUBRUM BETULA VARJETIES CARPINUS VARJETIES CRATEGUS VARJETIES KOELREUTERJA LIQUID AMBER STYRACIFLUA LIRODENDRON TULIPIFERA PLATATNUS ACERFOLIA

POPULUS VARlET! PRUNUS VARIETIES PYRUS VARJETIES QUERCUS VARIETIES SALIX WEEPING VARIETIES TILIA TOMENTOSA ZELKOVA VARIETIES

ANY PLANTINGS INSTALLED IN CONFLICT WITH THIS REQUIREMENT MUST RECEIVE THE WRffiEN APPROVAL OF THE TOWNSHIP ENGINEER OR LANDSCAPE ARCHITECT, PRJOR TO PLANTING. FAILURE TO COMPLY WITH THESE REQUIREMENTS WILL REQUIRE THE REMOVAL OF THE PLANTING IN QUESTION. THIS REQUIREMENT DOES NOT APPLY TO SEEDING OR SODDING OR PLANTINGS SPECIFICALLY FOR SOIL STABILIZATION PURPOSES. THE PLANTING ASSOCIATED WITH ANY LOT GIVEN A CERTIFICATE OF OCCUPANCY OUTSIDE THESE PERIODS SHALL BE PROVIDED DURJNG THE PREVIOUS OR NEXT APPROPRJATE SEASON.

20. ALL DISTURBED AREAS TO BE TREATED WITH 4" TOP SOIL & SEEDED IN ACCORDANCE WITH PERMANENT STABILIZATION METHODS INDICATED ON SOIL EROSION SEDIMENT CONTROL PLAN.

EXISTING TREES TO REMAIN

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36 FT

30 FT ·

24 FT

18 FT ·

12 FT

6 FT

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30 FT

36 FT

42 FT

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MODEL: WD14D3/100MH208/BL/A-31

42 FT

36 FT

30 FT

24 FT

18 FT

12 FT

6 FT

0 FT

6 FT

12 FT

18 FT

24 FT

30 FT ·

36 FT

42 FT

1 "=20'-0"

BOLLARD MOUNT LUMINAIRE 32 WATT

4'-0" GROUND HEIGHT

0.50 FC

1.00 FC

1.50 FC

0.50 FC

1.00 FC

1.50 FC

KIM LIGHTING: VANDAL RESISTANT ROUND BOLLARD MODEL: VRB1/42PL208/BL-P

1'=20'-0"

LAND DESIGN~ LLC 12 ENGLE STREET. SUITE 200

ENGLEWOOD. NJ 07631 201.227.0300 • 201.227.0001 (Fax)

www.L2Alanddesign.com of Authorization No. 24GA28130900

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03/20/08

Date

WARNING: If" THIS PUW 00£5 NOT CONTAJII A IWS£0 IMf'RESSION SEAL Ot.f'R rH< Pf/OFESSIONAL SIGNATURE IT IS NOT AN Al/TIIORIZED OFFICIAL COPY.

- ----·-· OWNERIAPrLlt..-ALV 1:


ARCHITECT·

THE BILOW GROUP 161 MAIN STREET RIDGEFIELD PARK, Nl 07660 (201) 807.0407 (Office) (201) 807.0513 (Fax)

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PROJECT AIVD LOCATION

PROPOSED OFFICE BUILDING 339-365 BROAD AVENUE SOUTH BOROUGH OF RJDGEFIELD BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805; LOTS: 12 & 13

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DRA UlNG TITLE:

LIGHTING & LANDSCAPING

PLAN

REFER TO

MAC

MED 0701.001

c- 06 DOCUUF:NT; OR PORTIONS THei'£OF, FOR US£

ORICINAllY WftNDfD. WflHOUT i1ff: JIIRflT(!N PORM/SSION OF L2A lAND Dl":ICt!. I.LC IS PROJI/8/JEO.

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PERSPECTIVE VIEW

FABRIC SECURED TO POST WITH METAL FASTENERS AND

REINFORCEMENT BETWEEN FASTENER AND FABRIC

~AREA OF / DISTURBANC~

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EXISTING UNDISTURBED GROUND

ELEVATION SECTION

NOTES:

1. PLACE SILT FENCE AT LOCATIONS AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLANS.

2. THE SLOPE OF THE LAND FOR AT LEAST THIRTY (30'-0") FEET ADJACENT TO ANY SILT FENCE SHALL NOT EXCEED FIVE (5%) PERCENT.

3. SILT FENCE SHALL BE INSTALLED SO WATER CANNOT BYPASS AROUND THE SIDES OF THE FENCE.

4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE AS PROMPTLY AS POSSIBLE.

5. SILT FENCE SHALL REMAIN IN PLACE FOR THE DURATION OF THE PROJECT UNLESS OTHERWISE INSTRUCTED BY THE SOIL CONSERVATION DISTRICT.

SILT FENCE

DIRECTION OF FLOW~

PROPOSED 2"x4" WOOD PLANK ATTACHED TO GRATE WITH WIRE

AND WRAP FILTER FABRIC AROUND PLANK

_L_

FILTER INSTALLATION WITHOUT FRAME & GRATE

..--ALLOW OPENING AFTER WOOD PLANK TO PASS HIGHER FLOWS.

SECURE FILTER FABRIC TO WELDED WIRE SUPPORT

ALLOW OPENING ABOVE WOOD PLANK TO PASS HIGHER FLOWS.

0 "

6" MIN

t BACKFILL AFTER

INSTALLATION OF INLET FILTER

...---PROPOSED 2"x4" WOOD !-'LANK. I ATTACH TO GRATE WITH WIRE AND WRAP FILTER FABRIC AROUND PLANK

MOLD WELDED WIRE SUPPORT AROUND INLET

FRAME AND GRATE EXTEND 6" MIN. AT SIDES

NOTES:

1. CONTRACTOR SHALL CLEAN INLET FILTER AFTER EVERY STORM EVENT.

2. CONTRACTOR SHALL REMOVE FABRIC AND MESH JUST PRIOR TO PAVING.

3. IF BOTTOM OF ROADWAY BOX IS BELOW TOP OF GRATE, CONSTRUCT OPENINGS IN INLET WALL TO ALLOW WATER TO FLOW IN. COVER OPENINGS WITH WELDED WIRE SUPPORT AND FILTER FABRIC.

4. THE PROTECTION DEVICE SHALL BE DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1-YEAR, 24-HOUR STORM EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS DIRECTLY INTO THE STORM SEWER SYSTEM.

INLET FILTER

2 - 2" x 2" STAKES DRIVEN 1-1/2' TO 2' INTO THE

[('"" :---- "'(; GRO • , •.. , .... ,[ .... -....... UNO

~~ -~ :::::::= r=·f

SEE NOTE No. 6 ----...._ {{ il _/ !;' '" I FLOW _./

--M-IN_.f,':}:.:;_-.- c;>;~i~.,., \:= C~~~E E~~;~~~T)EGETATION 18"

ELEVATION VIEW

~.-.-;~-~----~JJ STRAW BALES STAKED & ~v:~ ~ f~

BUTTED END TO END ;:; ~~ FLOW

,, '" I 0 _..[] !:

2 - 2" X 2" X 3' STAKES PER BALE

~~~--~-~~~)} 0\

?r-----~ -'-1fT PLAN VIEW

CONSTRUCTION NOTES FOR HAY BALE PROTECTION

1. THE BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE BALES.

2. EACH BALE SHALL BE INSTALLED IN THE SOIL A MINIMUM OF 4", AND SHALL BE PLACED SO THAT THE BALE BINDINGS ARE HORIZONTAL AS SHOWN ON THE DETAIL.

3. THE HAY BALES SHALL BE SECURELY ANCHORED IN PLACE WITH TWO STAKES OR RE-BARS DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARDS THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. THE STAKES SHALL BE DRIVEN FLUSH WITH THE TOP OF THE BALE.

4. INSPECTION OF THE BALES SHALL BE DONE FREQUENTLY BY THE CONTRACTOR AND ALL REPAIR OR REPLACEMENT OF THE BALES SHALL BE DONE IMMEDIATELY.

5. THE HAY BALES SHALL BE REMOVED AND REPLACED WHEN THEY HAVE DETERIORATED BEYOND THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM DRAINAGE FLOW.

6. IF THE STRAW BALES ARE WIRE BOUND, THEY SHOULD BE ORIENTED SO THE BINDINGS ARE AROUND THE SIDES RATHER THAN THE BOTTOM OF THE BALES. WIRE BINDINGS THAT ARE PLACED IN CONTACT WITH THE SOIL SOON DISINTEGRATE, AND MAY ALLOW THE BALES TO FALL APART.

A

L

"o)h~~.<i."";,'!,;

EXISTING GROUND

I EXISTING GROUND

TABLE B

FILTER CLOTH

PERCENT SLOPE OF ROADWAY 0 TO 2% 2 TO 5%

6" MINIMUM

SECTION A-A

N. T.S.

--- .. ---- -

:::;; :::>

in :::;; ~ z

:::;;

k'·'h~~~

MINIMUM

MOUNTABLE BERM (OPTIONAL)

_l_ 1-z • w

~ :::;; w

~~ Cl

_l_~ tn

0 G'i ~

t

EXISTING PAVEMENT

A

J

LENGTH OF STONE REQUIRED COURSE GRAINED SOILS FINE GRAINED SOILS

50 FEET 100 FEET 100 FEET 200 FEET

>5% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE' I

'AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY.

NOTES:

1. USE ASTM C-33 SIZE NO. 2 (2-1/2 TO 1-1/2 IN) OR NO. 3 (2 TO 1 IN). USE CLEAN CRUSHED ANGULAR STONE. CRUSHED CONCRETE OF SIMILAR SIZE MAY BE SUBSTITUTED BUT WILL REQUIRE MORE FEQUENT UPGRADING AND MAINTENANCE.

2. THICKNESS - NOT LESS THAN SIX (6) INCHES.

3. WIDTH - 15 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM IF SINGLE ENTRANCE TO SITE. FILTER CLOTH - TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

4. LENGTH - 50 FEET MINIMUM WHERE THE SOILS ARE COURSE-GRAINED (SAND OR GRAVELS) OR 100 FEET MINIMUM WHERE SOILS ARE FINE-GRAINED (CLAYS OF SILTS), EXCEPT WHERE THE TRAVELED LENGTH IS LESWS THAN 50 OR 100 FEET RESPECTIVELY. (SEE TABLE B)

5. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY SHALL BE REMOVED IMMEDIATELY.

7. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

8. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT.

9. WHERE THE SLOPE OF THE ACCESS ROAD EXCEEDS 5%, A STABILIZED LOOSE COURSE OF FINE FINE AGGREGATE BITUMINOUS CONCRETE (FABC) SHALL BE INSTALLED. THE TYPE AND THICKNESS OF THE FABC AND USE OF A COURSE GRADED AGGREGATE SUB-BASE SHALL BE PERSCRIBED BY LOCAL MUNICIPAL ORDINANCE OR GOVERNING AUTHORITY

HAY BALE PROTECTION STABILIZED CONSTRUCTION ENTRANCE

5' CMP SECTIONS NO TIE:

PERFORA TIE 60" CMP WITH 1" HOLES AT 6" ON CENTER.

INFLOW It ll t ; II t OUTFLOW

~ ~· WIRE MESH

GEOTEXTTILE 72" CMP

60" CMP

CLEAN WATER DISCHARGE

THE TOP OF THE STANDPIPE J::::r--~sz~~~~~ SHOULD EXTEND AT LEAST 12" TO ~

18" ABOVE THE TOP OF THE PIT. g_Qof2:. Q!o?Jo~:!:J

2" CLEANOUT DEPTH _ __J

ELEVATION

EYE BOLTS ---ro ~-..._,___ o

?f

INFLOW-

~· STEEL PLA TIE WELDED TO PIPES WATERTIGHT

0 0

!o~o! !o~o!

OR ABOVE STANDING WATER Q~O

YM~);'\

SIDE SLOPE (VARIES)

PLACE 12" BASE OF~ CLEAN STONE BEFORE INSTALLING STANDPIPE

SUCTION LINE TO PUMP -~

,------ 3" MINIMUM

EXISTING GROUND LINE

APPROXIMATE GROUND WATER LEVEL

STANDPIPE WRAPPED IN 1/2" HARDWARE CLOTH AND GEOTEXTILE

12" - 36" DIAMETIER PERFORATED CORREGATED METAL OR PVC PIPE

CLEAN GRAVEL

WATERTIGHT CAP OR PLATIE

PLAN VIEW CROSS SECTION

PORTABLE SEDIMENT TANK SUMP PIT

NOTES:

1. PIT DIMENSIONS ARE VARIABLE WITH THE MINIMUM DIAMETER BEING 2 TIMES THE STANDPIPE DIAMETER.

2. THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 12" TO 24" DIAMETER CORRUGATED OR PVC PIPE. THEN WRAPPING WITH )2" HARDWARE CLOTH AND GEOTEXTILE FABRIC. THE PERFORATIONS SHALL BE )2" x 6" SLITS OR 1" DIAMETER HOLES.

3. A BASE OF FILTER MATERIAL CONSISTING OF CLEAN GRAVEL OR ASTM C33 STONE SHOULD BE PLACED IN THE PIT TO A DEPTH OF 12". AFTER INSTALLING THE STANDPIPE, THE PIT SURROUNDING THE STANDPIPE SHOULD THEN BE BACKFILLED WITH THE SAME FILTER MATERIAL.

4. THE STANDPIPE SHOULD EXTEND 12" TO 18" ABOVE THE LIP OF THE PIT OR THE RISER CREST ELEVATION (BASIN DEWATERING ONLY) AND THE FILTER MATERIAL SHOULD EXTEND 3" MINIMUM ABOVE THE ANTICIPATED STANDING WATER ELEVATION.

DEWATERING

STEPS CENTERED IN OPENING

--16"1 4'-o"~----i

COARSE A' SIZE NO.

NOTES:

PLAN

SECTION A-A

A

3'-611 FACE OF CURB

DRY CO. NO. 2618, THE WORDS

RWAY" IMPRINTED D EQUAL.

ADE WITH MASONRY CRETE BLOCK.

D PRECAST P SLAB CONCRETE.

D PRECAST

STEEL AS PER 99.

IAPE INVERT FIELD USING

000 PSI) INVERT CHANNEL

STEEL TROWEL

1. FRAMES AND GRATES SHALL BE OF CAST IRON, CONFORMING TO ASTM A48, CLASS 30 AND SUITABLE FOR H-20 LOADING CAPACITY. MANHOLE COVERS IN REMOTE LOCATIONS SHALL HAVE A LOCKING DEVICE.

TYPE 'B' INLET



Certificate of Authorization No. 24GA28130900

Date

New Jersey Professional Engineer No. 24GE04081200

WARNING: IF lHIS PUW [)()E5 NOT CON!AIN A RAJSa; IMPRESSION SE'.L Ovai' THE PROF£SSII»W_ SJGNATU/1£ 1r IS NOr AN AlflHORIZ£0 OFFlCIAl COPY.

--- --.--OWNER/ArrLJLAiVJ:

339 BROAD AVE, L.L.C. 452 PALISADE AVENUE CLIFFSIDE PARK, NJ 07010 (201) 724.2338 {Office) {201) 909.8665 (Fax)

ARCIIITEC7:·

THE BILOW GROUP 161 MAIN STREET RIDGEFIELD PARK, NJ 07660 {201) 807.0407 {Office) (201) 807.0513 {Fax)

SURVEYOR:

LANTELME, KURENS, AND ASSOCIATES, P.C. 101 WEST STREET HILLSDALE, NEW JERSEY 07642 {201) 666.2450 (Office) {201) 666.9745 {Fax)

:::.,. 2l;

%; Vi "' 1>!

"' <:

PROJECT AMJLOC'ATION:

PROPOSED OFFICE BUILDING 339-365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY 07657 TAX MAP No.: 38 BLOCK: 3805; LOTS: 12 & 13

~

DRA WZNG TITLE:

DETAILS- 1

0701.001

c- 07 mR ""'

""'"'"

CAMPBELL FOUNDRY FRAME AND COVER

NO. 1012B OR APPROVED EQUAL.

- FRAME TO BE BEDDED IN 1 :2 CEMENT MORTAR MIX.

FINISHED GRADE

8" CASTING HGT.

12" MAX. TO

ADJUST TO GRADE WITH MASONRY BRICK

OR CONCRETE BLOCK. I . I l . \_L FINISHED GRADE

PRECAST REINFORCED CONCRETE MANHOLE RISERS

1 FOOT, 2 FEET, 3 FEET, OR 4 FEET LENGTHS AS

REQUIRED.

SEE PRECAST MANHOLE RISER JOINT

s'!...--1

REINFORCING STEEL AS -------t'l PER AASHTO M-199.

• A

FILL AND SHAPE INVERT~ • CHANNEL IN FIELD USING

CLASS A ( 4,000 PSI) CONCRETE. INVERT

30"

12" (TYP.)

4"-0 ..

6"

3 FOOT PRECAST REINFORCED CONCRETE MANHOLE CONICAL TOP (ASTM C478).

ROUND RUBBER GASKETED JOINTS (ASTM C923).

5"

2" (TYP.)

PRECAST REINFORCED CONCRETE BASE.

CHANNEL TO HAVE A 6 .. ~ ·:· - • STEEL TROWEL FINISH. j •1'

0 •

0 0 j

0 0 0 '0 lfl6"1-

6" 8" 3" MINIMUM

T COARSE AGGREGATE SIZE #57

NOTES:

1. FRAMES AND COVERS SHALL BE OF CAST IRON, CONFORMING TO ASTM A48, CLASS 30 AND SUITABLE FOR H-20 LOADING CAPACITY. MANHOLE COVERS IN REMOTE LOCATIONS SHALL HAVE A LOCKING DEVICE.

- -· .. . ; . . ... . . .. . . .. .

--,-1 . ' . . . . -·:. : .· . i

. . . ·. .. . .

FINISHED GRADE TO BE FLUSH WITH SIDEWALK

'

STORM SEWER MANHOLE

PREFORMED T

. •. \. . . . . ' •.· . ·. . .· ·f . .··· ... · ,. .• '·

. \

~ z (f) (.!)

v :::;: z

' ~

0 ~ I 0 ... ~ w

w 6'

~ (f)

. . . ·: ' . . : : . - . . . . · .... . · ~ .. :·: . . - ..... .· .:. ;. .. : >

...

LA

.. . . . .

PLAN

1/2" RADIUS

w PORTLAND CEMENT CLASS B, 4,500 PSI, AIR-ENTRAINED

6''rHICK 3/4" CRUSHED STONE BASE '--APPROVED COMPACTED SUBGRADE SECTION A-A 6"x6" 10/10 WELDED WIRE FABRIC

SECTION B-B

NOTES:

1. CONCRETE SIDEWALK:

LEGEND:

• ifl '/:

• • M If) ) . .. . . . . . . . '

~aW1 ASPHALT CONCRETE TOP COURSE MIX 1-5

~ BITUMINOUS STABILIZED BASE COURSE MIX 1-2 a5 5 • ... I· . ·I DENSE GRADED AGGREGATE BASE COURSE

NOTES:

1. THE CONTRACTOR SHALL INSTALL ALL PAVEMENTS AS SPECIFIED IN THE LOCATIONS AND TO THE GRADES AS SHOWN ON THE DRAWINGS AND/OR AS DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE. MATERIALS, METHODS OF CONSTRUCTION AND TYPE AND THICKNESS OF PAVEMENT COURSES SHALL BE AS SHOWN ON THE DRAWINGS AND AS SPECIFIED HEREIN.

2. PRIOR TO THE START OF PAVING OPERATIONS, THE SUBGRADE SURFACE SHALL BE PREPARED BY FILLING IN WHEEL RUTS, EROSIONS, AND ALL OTHER GROUND DISTURBANCES REGARDLESS OF CAUSE. THE GROUND SURFACE SHALL BE FINE GRADED SO THAT AFTER COMPACTION THE SUBGRADE SURFACE SHALL BE AT THE PROPER ELEVATION (+/- 0.05') TO ACCOMMODATE THE PAVEMENT STRUCTURE.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING AND REPLACING ALL SOFT, YIELDING OR UNSUITABLE SOIL MATERIAL AND REPLACING THE UNSUITABLE MATERIAL AS SPECIFIED IN THE SOILS REPORT. ALL EXCAVATED OR FILLED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY PER ASTM TEST D-1557. MOISTURE CONTENT AT TIME OF PLACEMENT SHALL NOT EXCEED 2% ABOVE NOR 3% BELOW OPTIMUM.

4. CONTRACTOR SHALL REFER TO THE SOILS REPORT FOR GEOTECHNICAL RECOMMENDATIONS. 5. THE CONTRACTOR SHALL REPLACE DISTURBED PAVEMENT TO THE LINES AND GRADES SHOWN ON THE

DRAWINGS OR SPECIFIED HEREIN. 6. ALL ASPHALT CONSTRUCTION PAVING JOINTS SHALL BE TACK COATED JUST PRIOR TO THE CONTINUATION OF

PAVING OPERATIONS. 7. LIMITS OF FULL DEPTH PAVEMENT, MILLING, AND LEVELING ARE APPROXIMATE.

PAVEMENT SECTION & NOTES

A) EXPANSION JOINTS, CONSISTING OF PREMOLDED BITUMINOUS JOINT FILLER, IN ACCORDANCE WITH ASTM DESIGNATION D-1751, ONE-HALF (1/2") THICK AND AS DEEP AS THE FULL DEPTH OF THE WALK, SHALL BE PLACED AT INTERVALS OF TWENTY (20') LONGITUDINALLY ALONG WALKS OR AS DIRECTED. EXPANSION JOINTS SHALL ALSO BE PLACED WHEREVER THE WALK ABUTS THE BUILDING, CONCRETE CURB, A LIGHTING STANDARD OR ANY OTHER RIGID OBJECT. THE JOINT FILLER SHALL BE SET ONE-QUARTER (1/4") BELOW

~ 1111111...,!11~ THE FINISHED SURFACE OF THE CONCRETE.

B) CONSTRUCTION JOINTS SHALL BE PLACED IN ALL WALKS AT FIVE (5') FOOT INTERVALS OR AS DIRECTED. THESE JOINTS SHALL ALSO BE FORMED BY SCORING A SLOT IN THE SLAB ABOUT ONE (1") DEEP, EDGED WITH A DOUBLE EDGER HELD AGAINST A STRAIGHT EDGE BEFORE THE CONCRETE HAS HARDENED AND DURING THE FINISHING PROCESS.

<D I

0>

R= 1/2 "

' IX) ~

NOTES:

6" I 1 • - _---R=1 1/4 "

"• .. >

. r. :~---··• .•. i :· : ...... "····\lte . . . ·- ·• . . •· HOT-POURED RUBBER

ASPHALT JOINT FILLER • • -: I» ;, • t ; ... . I•' , ... ~- .

,_. . ~:. ~ . ~ .- ·-.~ .. -·_- ~ .• .. ·-~ :· ... · -~ •: .. -·

• • >:. ·• ~

CONCRETE CLASS B

4,500 PSI (AIR ENTRAINED)

~- -. . . . . .'o .Po •. ;.· '•• · ...

f~---···:'t·-~·-·-.:· :• ... •: .. . . .

8"

PAVEMENT SURFACE

"j; •• • • - 0 -

:;] :S.':' ... · ·, __ ,_•r-·.. WIDTH OF JOINT FILLER STRIP " ·.· .' . .• ' ··. ·. • EQUAL TO THE THICKNESS OF .::·~··;,<'· ~; THE PAVEMENT LESS 1/2"

I~ . ·. - . ; -,~- ·,- __ : ~

[': ... : , 1 '.'; '] THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER FACE WHEN CURB IS CONSTRUCTED ADJACENT TO HMA PAVEMENT.

1/2" PREFORMED EXPANSION JOINT FILLER BITUMINOUS TYPE CONFORMING TO A.A.S.H.T.O. SPECIFICATION M-33, TO BE INSTALLED BETWEEN CURB AND NON-BITUMINOUS PAVEMENT OR BASE COURSE.

1. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'-0" APART AND SHALL BE SO ARRANGED THAT THEY MATCH EXPANSION JOINTS IN ADJACENT CONCRETE PAVEMENTS AND SIDEWALKS.

2. JOINTS SHALL BE FILLED WITH PREFORMED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THE REQUIREMENTS OF AASHTO M-213, RECESSED 1/4" FROM THE FRONT FACE AND TOP OF CURB.

3. VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED APPROXIMATELY EVERY TEN (10') FEET BEING EQUALLY SPACED BETWEEN EXPANSION JOINTS.

4. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL SHALL BE BACKFILLED WITH 3/4" CRUSHED STONE.

5. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEEN EXPANSION JOINTS.

CONCRETE VERTICAL CURB

=t1'-6"

'-3"

'b I

0

"'

"' ~

WHITE STOP BAR

.\--- 4" WIDE DOUBLE YELLOW STRIPING

'b .I 0 ~

R1-1 SIGN

•

2. MINIMUM CROSS SLOPE SHALL BE 1/4" PER FOOT, UNLESS OTHERWISE INDICATED ON DRAWINGS.

CONTROLLED INTERSEC~ON ELONGATED ARROWS FOR PAVEMENT MARKINGS

3. REINFORCING SHALL NOT EXTEND THROUGH EXPANSION JOINTS.

4. SIDEWALK SHALL HAVE LIGHT BROOM FINISH.

5. AT DRIVEWAYS AND APRONS, THE CONCRETE THICKNESS SHALL BE INCREASED TO SIX (6") INCHES. NOTES:

1. THE CONTRACTOR SHALL ESTABLISH MARKING LINE POINTS FOR STRIPING AT TWENTY-FIVE (25) FOOT INTERVALS THROUGHOUT THE LENGTH OF THE PAVEMENT.

2. THE CONTRACTOR MAY APPLY WHITE AND YELLOW PAINT, UTILIZING ROLLERS AND/OR BRUSHED FOR MARKING GORE AREAS, TURN ARROWS, LETTERS, STOP BARS AND SHORT TEMPORARY DETOURS.

3. NORMAL SPREADING RATES FOR PAVEMENT MARKING PAINTS SHALL BE FROM 100 TO 115 SQUARE FEET PER GALLON SO AS TO OBTAIN A WET FILM THICKNESS OF +/- 15 MILS.

CONCRETE SIDEWALK PAVEMENT ARROWS, STRIPING & SIGNAGE

ENGLEWOOD. NJ 07631 201.227.0300 • 201.227.0001 (Fax)

www.l2Aianddesign.com New Jersey Certificate of AuthOriZation No. 24GA28130900

03/20108

Date

New Jersey Professional Engineer No. 24GE04081200

WARNING: IF 711/S PlAN DrJ£S NOT CONTAIN A R.AJS£/J MU'IIESSION S£.tL Olf:li' 1H£ PROFTSSKJNAL S/GNATUR£ ff IS NOT AN AilTHORIZEll OFFICiAL COPY:

OJVNER/Al:'YLJLAJV 1 :·

339 BROAD AVE, l.L.C. 452 PALISADE AVENUE CLIFFSIDE PARK, NJ 07010 (201) 724.2338 (Office) (201) 909.8665 (Fax)

ARCJI!TBCT:


SURVEYOR:


~ 2§

~ Qj

"' ~

"' "" PRO.lh"'CT AND LOCATION

PROPOSED OFFICE BUILDING 339·365 BROAD AVENUE SOUTH BOROUGH OF RIDGEFIELD BERGEN COUNTY, NEW JERSEY 076S7 TAX MAP No.: 38 BLOCK: 3805: LOTS: 12 & 13

~

DRA ff77\TG TITLE·

DETAILS- 2

0701.001

c -08

Documents

PRELIMINARY FINAL MAJOR SITE PLAN · PYC Property, L.L.C., Pak, Esq. Page Realty L.L.C. Quinlan, M, Et AI (Palmieri, LE) Harrington Park, NJ 07640 91 Essex Drive 1034 Hudson Avenue