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Columbus Park Improvements
BID #: pdf01-27-2026
ISSUED: 1/27/2026
DUE: 1/27/2026
VALUE: TBD
100
Rating
Risk Rank
Green Risk
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Executive Summary
The Borough of Fairview is seeking bids for the Columbus Park Improvements project, which includes various upgrades and renovations within the park. The scope of work involves demolition of existing structures, site grading, utility work, installation of new playground equipment, adult fitness structures, retaining walls, fencing, and landscaping. The project also includes asphalt and concrete restoration, site clearing, and drainage improvements. This project is funded in part by the Bergen County Open Space and NJDEP Green Acres funds.
Key requirements include strict adherence to all applicable laws, ordinances, and safety regulations, as well as compliance with NJDOT and ADA standards. Contractors must visit the site prior to bidding to familiarize themselves with existing conditions. The bid documents outline detailed specifications for materials and construction methods.
Submissions are due by January 27, 2026. Interested parties should refer to the detailed specifications and drawings provided for complete project requirements and scope.
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Direct PDF document content.
Document Text
--- Document: 01-27-2026 - Columbus Park Improvements Rebid Document ---
DELANO PLACE
KAMENA ST
6th STREET
8th STREET
WESTVIEW PL
7th STREET
6th STREET
8th STREET
ROOSEVELT STREET
KENNEDY DRIVE
9th STREET
MCKINLEY STREET
BERGEN BOULEVARD
ANDERSON AVENUE
5th STREET
4th STREET
KEY MAP (1" = 200')
SOURCE: REF. TAX MAPS
New Jersey
CONFIRMATION NUMBER
1-800-272-1000
UTILITY CONTACTS
SERVICE
COMPANY
ADDRESS
GAS
PSE&G
240 KULLER ROAD CLIFTON,
NJ 07011
ELECTRIC
PSE&G
325 COUNTY AVENUE
SECAUCUS, NJ 07094
WATER
VEOLIA
69 DEVOE PLACE
HACKENSACK, NJ 07601
SEWER
BOROUGH OF FAIRVIEW
DEPARTMENT OF PUBLIC
WORKS
723 FAIRVIEW AVENUE
FAIRVIEW, NJ 07022
CABLE
SPECTRUM
200 ROOSEVELT PLACE
PALISADES PARK, NJ 07650
TELEPHONE
VERIZON
9 GATES AVENUE
MONTCLAIR, NJ 07042
COVER SHEET
1.00
N.T.S.
COLUMBUS PARK IMPROVEMENTS
(BERGEN COUNTY OPEN SPACE AND
NJDEP GREEN ACRES FUNDED)
199 7TH STREET
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
BERGEN COUNTY, NEW JERSEY
JANUARY 27, 2026
PROJECT LOCATION
ESTIMATE OF QUANTITIES - BASE BID
MAYOR
VIOLETTA BERISHA
COUNCIL
KENNETH SCHMITT, COUNCIL PRESIDENT
RUSSELL MARTIN
FLORENCIA ASTO
JOHN BUSSANICH
JHON GOMEZ
STEPHEN BURKE
MUNICIPAL CLERK/ADMINISTRATOR
DIANE TESTA
DEPARTMENT OF PUBLIC WORKS
SUPERINTENDENT/ENGINEER
BERGE TOMBALAKIAN PE, PP, CPWM, CME
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\1.00 - cover sheet.dwg Layout: COVER SHEET Plotted: Tuesday, January 27, 2026 11:54:49 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
ESTIMATE OF QUANTITIES - ALT BID 1
ESTIMATE OF QUANTITIES - ALT BID 2
ESTIMATE OF QUANTITIES - ALT BID 3
SHEET INDEX
DRAWING NO.
DRAWING TITLE
1.00
COVER SHEET
1.01
GENERAL NOTES AND LEGEND
2.00
DEMOLITON PLAN
3.00
SITE PLAN
4.00
GRADING PLAN
5.00
DRAINAGE AND UTILITY PLAN
6.00
SOIL EROSION AND SEDIMENT CONTROL PLAN
7.00
LANDSCAPE PLAN
8.00
CONSTRUCTION DETAILS I
8.01
CONSTRUCTION DETAILS II
8.02
CONSTRUCTION DETAILS III
8.03
CONSTRUCTION DETAILS IV
8.04
CONSTRUCTION DETAILS V
8.05
CONSTRUCTION DETAILS VI
8.06
CONSTRUCTION DETAILS VII
ESTIMATE OF QUANTITIES - ALT BID 4
ESTIMATE OF QUANTITIES - ALT BID 5
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Item No. Item Description
Unit of
Quantity
1
M obilization.l Demcbilizaticn
LS
1
2
Clearino Site
L.S
1
3
Maintenance and Protecbon of Traffic
L.S
1
4
Site Gradino
LS
1
Q z
>i
...:I
5
Furnish and Install Temoorary Cons!ruc1ion Fence. 8' Hiqh
Lf .
250
6
Soil Erosion and Sediment Control Measures
LS
1
7
Constri.1ct 9' x 18' Concrete Curb
LF.
845
8
HMA Mi ll in□, 3" or Less
S.Y.
360
9
Hot Mix Asphalt Surtace Course, Mix 9.5M64
lDNS
50
10
Dense Graded Aoorcoatc Base Course, 6' Thick
S.Y.
130
11
Conslrtict Concrete Sidewalk. 4' Thick
S.Y.
150
12
Conslrtict Concrete Sidewalk. Reinfurced, 6" Thick
S.Y.
40
13
Furnish and Install 8' Hiah, 5' \\'ide Sine le Swina GaE!
UNIT
1
14
Furnish and Install 8' Hiah, 12' Wide Oouble Swin□ GaE'
UNIT
1
15
Kev stone Retainina Wall with Color to be Selected b, Owner
S.FF.
645
16
Kei, stone Retain i n□ Wall for Entertainment Area
S.FF.
300
17
Furnish and Install 8' Hiah Chain Link Fence
Lf .
155
18
Furnish and Install 4' High Chain Link Fence
Lf .
40
19
Install Poured-In-Place Pla',1Qround Safe~r Surtace
S.Y.
1,405
20
Furnish and Install Gamelime Hans en Island Playground Struciure
LS
1
21
Furnish and Install Gamebme Stadium PlayQround Sh.Jct.ire
LS
1
22
Furnish and Install Gamebme Thrive 450 Outdoor Gym Adult Play ~urd Slrticiurc
LS
1
23
Furnish and Install Gamcbmc Thrive 250 Outdoor Gvm Adult Plavcrourd S!ruc1urc
LS
1
24
Furnish and Install Gamebme Lateral Pulldown Adult Pla,arrur.d Shieh.re
L.S
1
25
Furnish and Install Gamebme Chest Press Adult Plavaround StrLCturc
L.S
1
26
Furnish and Install Litle Leaoue Scoreboard. ComolaE
LS
1
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27
3/4" Clean Crushed Slone
C.Y.
145
28
Recons1ruct Existinq 24" x 24" Yard Inlet
UNIT
1
29
Furnish and Install 4" HOPE Pipe
Lf .
14
30
Furnish and Install 12" HOPE Pinr.
Lf
94
31
Construct Doohouse Manhole
UNIT
1
32
Furnish and Install Slorm•!!aler Cleanout
UNIT
1
33
Furnish and Install Di'.'erlerValve
UNIT
1
34
Tree Plcmijna, CDmus Florida (Florida Doowoodl, 2.5" Caliper
UNIT
2
35
Topsoil and SDdding, 4" Thick
SY
15
36
Tree Removal, Over 6" ID 12" Diameter
UNIT
2
37
ConlractAllowancc for Utilitf Rcloca1ion
AlLOW
1
33
Final C leanun
LS
1
Item No. Item Description
Unit of
Quantity
1
Site Elcclric Work
L.S.
1
2
Conduit lnslBllation
L.F.
315
3
Furnish and Install Elecbic Handhole
UN IT
2
4
Hot Mix Asohalt Surtace Course, Mix 9.5M64
TONS
I 0
5
Dense Graded Aaarcaatc Base Couise. 6" Thick
S.Y
45
CT
H
N.J.P.C.S.
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Item No. Item Description
Unit of
Quantity
1
Clcarino Site
L.S
1
2
Construct Concrete Sidewalk Reinfurccd, 6" Thick
S.Y.
130
3
Furnish and Install 8' Hiah, 1 O' Wide Oouble Swin□ Gab
UNIT
1
4
Reset Existing Casting
UNIT
I
5
Furnish and Install Bench, 6' Wide with Backrest
UNIT
8
6
Furnish and Install Picnic Table, Movable with Seating
UNIT
4
7
Furnish and Install Basketball Hooo Pole Cushion
UNIT
4
8
Constri.1ct Cast-In-Place Concrere Re@ining Wall
C.Y.
50
g
Furnish and Install Black Aluminum Decoralive Handrail
Lf .
55
10
Furnish and Install Flagpcle Al:Echable Solar Powered Uplights
L.S
1
11
Construct 20' x 40' Pavilion. Furnish and Install AssociaEd Amenities
L.S
1
12
Furnish and Install New Drinking Water FounlBin
LS
1
13
3/4" Clean Crushed S bJnc
C.Y.
45
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NEGLIA GROUP
14
Con:::reE! Wall Repair (If and Where Directed)
S.FF.
50
15
Clean and Televise Existina 8" Vitrified Clav Sanitarr PiPe
UNIT
1
16
Tree Removal. 0\1er 6" ID 12" Diameter
UNIT
9
17
Landscapina lmomvcmcnts
LS
1
13
Final C leanun
LS
1
Item No. Item Description
Unit of
Quantity
1
H MP, Millino, 3' or Less
S.Y.
1,725
2
Ha\ Mix Asr:hat Surface Course, Mix 9.5M64
TONS
200
3
Furrish and Install 24' )( 24" P~estrian Safe Grab:
UNIT
4
Item No. Item Description
Unit of
Quantity
1
Constru::t Concreb: Side'v'¥alk, 4" Thick
S.Y.
140
2
C onstroct 9" x 1 B" Concrete C u-b
L. F
90
NJ. LICENSE NO. 24GE04675100 I
N.J. LICENSE NO. 33LI00615400
Item No. I Item Description
I
Unit of
I Quantity
1
IExistina Balhrocms Renovalioo (Fix!ures Parti1ions H atuware"i
I
ALLOW
I
1
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI006547DO
PAVEMENT MARKING STANDARD
ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE CURRENT MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
N.T.S.
A.
LEGAL
A1. THE MOST CURRENT EDITIONS OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, STANDARD INPUTS, AND STANDARD DETAILS, AS PUBLISHED BY THE NEW
JERSEY DEPARTMENT OF TRANSPORTATION (NJDOT), THE PLANS, TECHNICAL SPECIFICATIONS, ADVERTISEMENT, CONTRACTOR'S PROPOSAL AND INCLUDING BUT NOT LIMITED TO THE
AMENDMENTS CONTAINED HEREINAFTER SHALL COMPRISE THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL READ AND UNDERSTAND THE PROJECT SPECIFICATIONS PRIOR TO
CONSTRUCTION. THE MUNICIPALITY IS UNDER THE JURISDICTION OF THE STATE CENTRAL LAW AND THE GOVERNMENT.
A2. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING THEIR BID. ANY DISCREPANCIES BETWEEN THESE PLANS
AND THE ACTUAL CONDITIONS AT THE SITE SHALL BE IMMEDIATELY REPORTED TO THE PROFESSIONAL ENGINEER.
A3. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDERS AND REGULATIONS RELATING TO THE PERFORMANCE OF THE WORK, THE PROTECTION OF ADJACENT
PROPERTY AND THE MAINTENANCE OF PASSAGEWAYS.
A4. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE SAFETY REQUIREMENTS AS OUTLINED IN THE GENERAL CONDITIONS OF THE CONSTRUCTION SPECIFICATIONS. NEITHER THE
ENGINEER NOR THE OWNER SHALL BE HELD RESPONSIBILITY AND/OR LIABLE FOR THE SAFETY OF THE WORK SITE. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A SAFE WORK SITE
AT ALL TIMES.
A5. THE CONTRACTOR IS RESPONSIBLE TO OBEY ALL THE SAFETY AND HEALTH REGULATIONS. THE OWNER ASSUMES NO RESPONSIBILITY FOR THE HEALTH AND SAFETY OF THE WORK
PERFORMED.
B.
SITE CLEARING AND CONSTRUCTION
B1.
THE CONTRACTOR SHALL OBTAIN ALL REQUIRED LOCAL, COUNTY, STATE, FEDERAL OPENING PERMITS AND SHALL BARE THE COST OF ALL ACCOMPANYING FEES. ALL PERMITS MUST BE
SECURED PRIOR TO THE COMMENCEMENT OF WORK.
B2.
WHENEVER A QUESTION ARISES REGARDING THE SPECIFICATIONS OR DRAWINGS OR ANY SUPPLEMENTARY DRAWINGS OR INSTRUCTIONS OF THE ENGINEER, SAME SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER RESPONSIBLE FOR THE DESIGN.
B3. ONE COPY OF THE APPROVED CONSTRUCTION PLANS AND SPECIFICATIONS FURNISHED TO THE CONTRACTOR MUST BE KEPT ON THE PROJECT SITE. ALL WORK AND MATERIALS NECESSARY
FOR THE COMPLETION OF THE WORK ACCORDING TO THE INTENT AND MEANING OF THE CONTRACT DOCUMENTS, SHALL BE FURNISHED, PERFORMED AND DONE IN ACCORDANCE WITH THE
SPECIFICATIONS AND PLANS. ANY CONFLICT OR INCONSISTENCY BETWEEN THE PLANS AND SPECIFICATIONS, OR ANY DISCREPANCY BETWEEN THE FIGURES AND SCALE OF DRAWINGS SHALL
BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER, WHOSE DECISION THEREON SHALL BE FINAL. THE DECISION OF THE ENGINEER AS TO WHICH SPECIFICATION WILL GOVERN WILL BE
FINAL.
B4.
THE CONTRACTOR IS RESPONSIBLE TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. ALL PROPOSED FIELD CHANGES MUST BE APPROVED IN WRITING BY
THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN (PROJECT MANAGER, PE) PRIOR TO THE CONSTRUCTION OF ANY FIELD CHANGES.
B5.
ALL INFORMATION SHOWN OR NOTED FOR EXISTING FACILITIES, GRADES, ROADWAYS AND MATERIALS IS APPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL
INFORMATION WHICH MAY AFFECT THEIR WORK.
B6.
ALL DISTURBED SHRUBS, FENCING, WALKWAYS, SIGNS, MAILBOXES, DRIVEWAYS, ETC., SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE SATISFACTION OF THE ENGINEER
AND/OR THE OWNER. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS RESTORATION WORK UNLESS SAME IS CLEARLY SPECIFIED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS. THE
CONTRACTOR SHALL TAKE PRUDENT MEASURES TO PROTECT ALL EXISTING PROPERTY EVIDENCE (MONUMENTS, IRON PIPE, PINS, ETC.) DURING CONSTRUCTION.
B7.
ALL PROPERTY CORNERS OR MONUMENTS REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED BY A NJ LICENSED LAND SURVEYOR AT NO ADDITIONAL COST TO THE
OWNER.
B8. RECONSTRUCTED CURB SHALL BE INSTALLED TO MATCH EXISTING CURB ELEVATIONS AND ALIGNMENT UNLESS OTHERWISE SPECIFIED ON GRADING PLANS, PROFILES OR CROSS SECTIONS.
SEPARATE PAYMENT WILL NOT BE MADE FOR REMOVAL OF EXISTING CURB IN RECONSTRUCTED AREAS. PAYMENT FOR THE REMOVAL OF EXISTING CURB SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR THE CORRESPONDING CURB LINE ITEM.
B9.
THE CONTRACTOR SHALL SAWCUT AND REPAIR THE PAVEMENT ADJACENT TO NEWLY CONSTRUCTED CURB PRIOR TO PROCEEDING ON TO SUBSEQUENT STAGES OF WORK. CURB TRENCHES
WILL NOT BE LEFT OPEN OVERNIGHT IN AREAS WHERE THE ROADWAY IS TO BE OPENED TO TRAFFIC. NO SEPARATE PAYMENT WILL BE GIVEN FOR SUCH SAID SAWCUTTING AND
RESTORATION, THE COST OF WHICH SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CORRESPONDING CURB LINE ITEM.
B10. ALL ASPHALT MATERIAL REMOVED FROM THE PROJECT MUST BE TRANSPORTED TO AN APPROVED RECYCLING CENTER AND THE TONNAGE CERTIFIED TO THE OWNER. NO SEPARATE PAYMENT
WILL BE MADE FOR THIS WORK BUT SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.
B11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL EXCESS MATERIALS EXCAVATED, WHATEVER NATURE, AT THEIR OWN EXPENSE. THE OWNER IS NOT OBLIGATED TO
SUPPLY A DISPOSAL SITE. THE CONTRACTOR MUST NOT DEPOSIT THE EXCESS MATERIALS WITHIN THE MUNICIPAL LIMITS WITHOUT EXPRESS PERMISSION OF THE PROFESSIONAL ENGINEER.
EXCAVATED MATERIAL MAY NOT BE STORED ON SITE AND SHALL BE REMOVED AT THE END OF EACH DAY.
B12. ALL EXCAVATED MATERIALS ARE TO BE DISPOSED OF IN ACCORDANCE WITH APPROVED NJDOT/NJDEP METHODS AND MEANS, OR TRANSPORTED AT THE DIRECTION OF THE OWNER.
B13. ALL DISTURBED AREAS OUTSIDE THE PROJECT LIMITS OR NOT INTENDED TO BE INCLUDED IN THIS PROJECT, SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AND TO THE
SATISFACTION OF THE OWNER. NO SEPARATE PAYMENT SHALL BE MADE FOR THIS RESTORATION, UNLESS SPECIFIED ELSEWHERE.
B14. THE CONTRACTOR MUST PROVIDE A SMOOTH SAWCUT EDGE IN ALL CASES WHERE PROPOSED PAVEMENT OF WHATEVER NATURE, CONCRETE CURBS OR CONCRETE SIDEWALKS ABUT
EXISTING PAVEMENTS, CURBS OR SIDEWALKS. NO SEPARATE PAYMENT WILL BE MADE FOR SAWCUTTING. THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.
B15. THE CONTRACTOR MAY DISCOVER THAT EXISTING ROADWAY MAY CONTAIN EXISTING CONCRETE BASE OR COBBLE STONE AND SHALL MAKE ALL NECESSARY REQUIREMENTS FOR ITS
REMOVAL WHERE REQUIRED. THE COST FOR THIS WORK SHALL BE INCLUDED IN THE COST OF EXCAVATION, UNCLASSIFIED (IF AND WHERE DIRECTED)
B16. THE REPLACEMENT OF ANY SIDEWALK WITHIN THE PROJECT AREA MAY REQUIRE THAT SIDEWALK SLABS BE SAWCUT FROM THE SURROUNDING CONCRETE WALK. NO SPECIFIC PAYMENT FOR
SAW CUTTING WILL BE MADE AND THEREFORE SHALL BE INCLUDED UNDER PRICES BID FOR CONCRETE SIDEWALK ITEMS IN THE PROPOSAL.
B17. AS PART OF THIS CONTRACT, THE CONTRACTOR IS REQUIRED TO PREPARE THE EXISTING PAVEMENT AND SEAL ALL CRACKS AND JOINTS PER SECTION 401.03.02 OF THE NJDOT
SPECIFICATIONS PRIOR TO RESURFACING. THIS WORK SHALL INCLUDE, BUT IS NOT LIMITED TO, ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CLEAN CRACKS PRIOR TO THE
INSTALLATION OF SURFACE COURSE AND APPLY A SEALANT AS OUTLINED IN THE NJDOT SPECIFICATION. PRIOR TO COMMENCEMENT, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE
PROFESSIONAL ENGINEER AS TO THE INTENDED METHODS AND MATERIALS THAT WILL BE USED FOR THIS PROJECT. THIS ITEM SHALL NOT BE MEASURED FOR PAYMENT, BUT THE COST
THEREOF SHALL BE INCLUDED IN THE UNIT PRICE BIDS FOR THE CORRESPONDING HOT MIX ASPHALT SURFACE COURSE LINE ITEM.
B18. NO CONSTRUCTION, MAINTENANCE OR UTILITY WORK ON, UNDER OR ABOVE THE PROJECT ROAD THAT WILL OBSTRUCT, INTERFERE WITH AND/OR DETOUR TRAFFIC ON THE ROAD, SHALL BE
PERFORMED BEFORE THE HOUR OF 9:00 AM OR AFTER 4:00 PM. THE CONTRACTOR'S WORK HOURS SHALL CONFORM TO LOCAL ORDINANCE REQUIREMENTS.
B.
SITE CLEARING AND CONSTRUCTION (CONT.)
B19. ALL TRENCHES IN THE EXISTING PAVEMENT SHALL BE SAW CUT. NO SEPARATE PAYMENT WILL BE MADE FOR SAW CUTTING AND THE COST THEREOF SHALL BE INCLUDED UNDER PRICES BID
FOR VARIOUS ITEMS IN THE PROPOSAL.
B20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION AND MAINTENANCE OF ALL ACCESS DRIVEWAYS AT ALL TIMES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER.
B21. ALL SEDIMENT AND SOIL EROSION CONTROL PRACTICES ARE TO BE INSTALLED IN CONFORMANCE WITH SOIL CONSERVATION DISTRICT STANDARDS PRIOR TO ANY MAJOR SOIL
DISTURBANCES. ALL WORK SHALL BE COMPLETED IN PROPER SEQUENCE AND ALL EROSION CONTROL DEVICES SHALL BE MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED.
B22. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PROPERTIES AT ALL TIMES DURING CONSTRUCTION.
B23. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO MAINTAIN DUST CONTROL AS REQUIRED OR DIRECTED BY THE PROFESSIONAL ENGINEER. ALL VEHICLES SHALL BE CLEAN AND
ALL ROADWAYS SHALL BE MAINTAINED AS DIRECTED BY THE PROFESSIONAL ENGINEER.
B24. CONTRACTOR SHALL KEEP THE SITE CLEAN AT ALL TIMES AND SWEEP THE STREET AT THE END OF EACH WORK DAY.
B25. ALL MATERIAL ENCOUNTERED WITHIN THE WORK ZONE AREA THAT MUST BE REMOVED TO CONSTRUCT THE PROJECT AS DIRECTED BY THE ENGINEER, SHALL BE INCLUDED IN THE UNIT
PRICE BID FOR CLEARING SITE. THIS IS INCLUSIVE OF BUT NOT LIMITED TO THE REMOVAL OF ALL CURBED EDGING AND CONCRETE GUTTER.
B26. ALL TREES ARE TO BE SAVED AND PROTECTED FROM HARM DURING CONSTRUCTION WITH THE EXCEPTION OF THE TREES MARKED WITH AN X ON THE CONSTRUCTION PLANS. IF ANY TREES
ARE DAMAGED DURING CONSTRUCTION, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT AS DETERMINED BY THE MUNICIPALITY.
B27. ALL TREES TO BE REMOVED SHALL BE MARKED WITH A REMOVABLE TIED RIBBON BY THE CONTRACTOR AND SHALL BE APPROVED BY THE OWNER PRIOR TO ANY TREE REMOVALS. NO
PERMANENT PAINT SHALL BE SPRAYED ON THE EXISTING TREES. EACH TREE THAT HAS BEEN APPROVED FOR REMOVAL, SHALL BE COMPLETELY REMOVED, EXCEPT IN CASES WHERE THE TREE
STUMP CANNOT BE REMOVED. THE CONTRACTOR SHALL GRIND THE STUMPS THAT COULD NOT BE REMOVED SO THAT THE STUMP IS TWELVE (12) INCHES BELOW THE EXISTING GROUND
SURFACE.
B28. THE CONTRACTOR SHALL INSTALL PROTECTIVE BLOCKING, BRACING OR SHEETING TO SUPPORT ANY EXPOSED GAS, WATER, SANITARY, TELECOMMUNICATIONS, OR ELECTRIC UTILITIES IN
ACCORDANCE WITH THE RESPECTIVE UTILITY COMPANY'S REGULATIONS.
B29. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TAPERING PROPOSED WORK TO MEET EXISTING CONDITIONS IN A UNIFORM MANNER.
C.
UTILITY PERMITS
C1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES LOCATED AND PHYSICALLY MARKED OUT WITHIN THE LIMITS OF THE PROJECT (CALL
1-800-272-1000). THE CONTRACTOR SHALL PROVIDE TEST HOLES IN AREAS OF POSSIBLE CONFLICT TO VERIFY THE DEPTH AND LOCATION OF THE UTILITY. NO SEPARATE PAYMENT SHALL
BE MADE FOR DELAYS THAT MAY BE NECESSARY TO RELOCATE UTILITIES OR THE PROPOSED LOCATION OF UNDERGROUND UTILITIES. NO SEPARATE PAYMENT WILL BE MADE FOR TEST PITS
BUT THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.
C2. LOCATION AND DEPTH OF EXISTING UTILITIES ARE ONLY INDICATED TO BRING ATTENTION TO POSSIBLE CONFLICTS. ANY DAMAGE TO UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AND ALL COSTS FOR REPAIRS SHALL BE BORNE BY THE CONTRACTOR.
C3. ANY DAMAGE TO UTILITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL COSTS FOR REPAIR SHALL BE BORNE BY THE CONTRACTOR. ALL DISTURBED OR DAMAGED
WALKWAYS, SIGNS, CURBING, TREES, HYDRANTS, UTILITIES, PAVED SURFACES, DRIVEWAYS, BUILDING FACADES, ETC. SHALL BE RESTORED TO THEIR ORIGINAL CONDITION AND TO THE
SATISFACTION OF THE OWNER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS RESTORATION UNLESS SPECIFIED ELSEWHERE IN THE CONTRACT.
C4. THE LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATIONS OF THE UTILITIES PRIOR TO THE START OF
CONSTRUCTION.
C5. ALL GAS AND WATER VALVES AND VARIOUS MANHOLES TO REMAIN SHALL BE RESET TO FINISH GRADE.
C6. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE PUBLIC UTILITY COMPANIES. ELECTRIC, TELEPHONE, GAS & CABLE UTILITY MANHOLE CASTINGS AND VALVE BOX COVERS SHALL
BE RESET BY THE RESPECTIVE UTILITY COMPANIES.
C7. PRIVATE UTILITY COMPANIES MUST BE CONTACTED BY THE CONTRACTOR SO THAT PRIVATELY OWNED CASTINGS WILL BE RESET AS REQUIRED.
C8. WATER SERVICE VALVE BOXES, GAS SERVICE VALVE BOXES, JUNCTION BOXES, ELECTRIC BOXES, BASEMENT VAULT DOORS AND ALL OTHER APPURTENANCES LOCATED IN THE SIDEWALK AREA
SHALL BE RESET TO THE NEW SIDEWALK ELEVATION. THE COST FOR RESETTING ANY AND ALL OF THESE CASTINGS SHALL NOT BE PAID SEPARATELY BUT SHALL BE INCLUDED IN THE
VARIOUS CONCRETE SIDEWALK LINE ITEMS IN THE PROPOSAL.
C9. THE CONTRACTOR IS RESPONSIBLE FOR ACCURATELY LOCATING EXISTING TRAFFIC SIGNAL LOOP DETECTOR AND LEADS. THE CONTRACTOR WILL ONLY BE COMPENSATED FOR THE
REPLACEMENT OF LOOP DETECTORS AND LEADS WHICH HAVE BEEN REMOVED AT THE DIRECTION OF THE PROFESSIONAL ENGINEER. THE CONTRACTOR SHALL NOT REMOVE LOOP
DETECTORS AND LEADS UNLESS DIRECTED TO DO SO BY THE PROFESSIONAL ENGINEER.
C10. TRENCHES SHALL BE BACKFILLED WITHOUT DELAY. OPEN EXCAVATIONS SHALL BE KEPT TO A MINIMUM AND MADE SAFE AT ALL TIMES. ALL TRENCHES SHALL BE ADEQUATELY COMPACTED BY
APPROVED METHODS AND WITH MATERIALS APPROVED BY THE FIELD ENGINEER. ANY TRENCH SETTLEMENT SHALL BE IMMEDIATELY BROUGHT TO GRADE AND TEMPORARY PAVING SHALL BE
PLACED WHERE REQUIRED. NO TRENCH (INCLUDING CURBS) SHALL BE LEFT OPEN OVERNIGHT.
C11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY RAMPS AROUND ALL EXPOSED UTILITY CASTINGS, BOTH PUBLIC AND PRIVATE WHICH HAVE BEEN UNCOVERED DURING
CONSTRUCTION.
D.
DRAINAGE
D1. THE CONTRACTOR IS RESPONSIBLE TO CLEAN AND MAINTAIN ALL EXISTING DRAINAGE STRUCTURES PRIOR TO THE START OF CONSTRUCTION WITHIN THE PROJECT LIMITS.
D2. ALL EXISTING STORM SEWER PIPES WITHIN PROJECT LIMITS MUST BE CLEANED BY THE CONTRACTOR AFTER COMPLETION OF CONSTRUCTION. THE COST FOR CLEANING SHALL NOT BE PAID
SEPARATELY BUT SHALL BE INCLUDED IN THE VARIOUS DRAINAGE ITEMS IN THE PROPOSAL.
D3. ALL ROOF LEADERS AND CURB DRAINS ARE TO REMAIN FREE FLOWING, DURING CONSTRUCTION.
D4. ALL ROOF DRAIN PIPES IN CURB/SIDEWALK AREA TO BE MAINTAINED AND RECONNECTED, AND SHALL BE EXTENDED UNDER THE SIDEWALK AND THROUGH THE CURB.
D.
DRAINAGE (CONT.)
D5. ALL INLETS, MANHOLES AND VAULT CASTINGS TO BE RESET SHALL BE RESET TO THE PROPOSED FINISHED GRADE AS DIRECTED BY THE FIELD ENGINEER. THESE CASTINGS MUST BE RESET
FLUSH TO THE PROPOSED GRADE AND THE NEW PAVEMENT SHALL NOT BE MOUNDED UP OR FEATHERED DOWN TO MEET THESE CASTINGS. ALL CASTINGS RESET TO THE IMPROPER GRADE
OR NOT TO THE SATISFACTION OF THE FIELD ENGINEER SHALL BE RESET TO THE NEW GRADE AT NO ADDITIONAL EXPENSE TO THE OWNER.
D6. EXISTING GRATES ARE THE PROPERTY OF THE MUNICIPALITY OR UTILITY AUTHORITY AND WILL BE DELIVERED, AT NO ADDITIONAL COST TO THE OWNER, TO THE LOCAL DEPARTMENT OF
PUBLIC WORKS OR UTILITY AUTHORITY YARD. PAYMENT WILL NOT BE MADE FOR NEW GRATES UNLESS THE EXISTING GRATES ARE RETURNED TO THE OWNER.
D7. ALL OPEN DRAINAGE EXCAVATIONS SHALL BE BACKFILLED AT THE END OF EACH DAY AND PROTECTED FROM PEDESTRIAN AND VEHICULAR TRAFFIC.
D8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE DURING AND AFTER CONSTRUCTION. IF A SITUATION ARISES WHERE WATER WILL POND AT A PARTICULAR
LOCATION, THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN MUST BE NOTIFIED IMMEDIATELY IN ORDER TO MAKE CORRECTIVE MEASURES IN WRITING.
D9. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING THAT ALL PROPOSED STORM SEWER CONNECTIONS ARE TO THE EXISTING STORM SEWER SYSTEMS.
E.
TRAFFIC CONTROL
E1.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF TRAFFIC CONTROL MEASURES.
E2. MAINTENANCE AND PROTECTION OF PEDESTRIAN TRAFFIC CONTROL MUST CONFORM TO NJDOT AND MUTCD STANDARDS ALONG WITH THE REQUIREMENTS OF THE MUNICIPALITY. POLICE
TRAFFIC DIRECTORS SHALL BE COORDINATED WITH THE MUNICIPALITY, AS NEEDED.
E3.
THE CONTRACTOR SHALL BE RESPONSIBLE TO PREPARE A DETOUR PLAN AS NEEDED OR REQUIRED BY THE OWNER AND/OR LOCAL POLICE DEPARTMENT FOR REVIEW AND APPROVAL PRIOR
TO STARTING WORK.
F.
SIGNS
F1.
ANY SIGNS LOCATED WITHIN THE SIDEWALK AREAS SHOULD BE RESET/RELOCATED IN ACCORDANCE WITH THE STANDARD NJDOT STANDARD DETAILS. SEPARATE PAYMENT WILL NOT BE
MADE FOR RESETTING OBJECTS LOCATED IN THE SIDEWALK. THE COST SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE REPLACEMENT OF SIDEWALKS, UNLESS PAYMENT FOR SUCH
WORK IS SPECIFIED IN THE PROPOSAL.
F2.
THE CONTRACTOR SHALL RELOCATE/RESET SIGNS AS SHOWN ON THE PLANS OR DIRECTED BY THE PROFESSIONAL ENGINEER. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK BUT
THE COST SHALL BE INCLUDED IN THE VARIOUS ITEMS IN THE PROPOSAL.
F3.
SIGNS FOR PARKING PROHIBITION MUST BE POSTED AT LEAST 48 HOURS IN ADVANCE OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE, OBTAIN AND PLACE SIGNS AS DIRECTED BY
THE OWNER.
G.
SURVEY
G1. LAYOUT OF ALL WORK SHALL BE ADJUSTED IN THE FIELD TO MEET SITE CONDITIONS AS APPROVED IN WRITING BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THE DESIGN.
G2. THE CONTRACTOR IS RESPONSIBLE TO LAYOUT ALL NEW WORK PRIOR TO CONSTRUCTION FOR FIELD ENGINEER'S APPROVAL. ANY LOCATIONS NOT APPROVED BY THE FIELD ENGINEER AND
INSTALLED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED AS PER THE FIELD ENGINEER'S INSTRUCTIONS AT NO ADDITIONAL COST TO THE OWNER.
G3. ALL LAYOUT WORK SHALL BE DONE BY A NEW JERSEY LICENSED LAND SURVEYOR.
G4. ALL EXISTING LOCATIONS TAKEN FROM A SURVEY PREPARED BY NEGLIA GROUP.
H.
TREES
H1. CONTRACTOR MUST RETAIN A CERTIFIED TREE EXPERT FOR TREE EVALUATION WHERE NECESSARY. NO ADDITIONAL PAYMENT WILL BE MADE FOR TREE EXPERT; PRICE TO BE INCLUDED IN
CLEARING SITE.
H2. ALL TREES THAT HAVE ROOTS THAT ENCROACH INTO THE PROPOSED CURBS OR PAVEMENT AND ARE TO BE SAVED SHALL BE EVALUATED BY THE CONTRACTOR'S CERTIFIED TREE EXPERT. ALL
EVALUATIONS SHALL BE IN WRITING AND SHALL ACCURATELY IDENTIFY THE TREE IN QUESTION BY STATION AND OFFSET (LEFT OR RIGHT). ALL EVALUATIONS SHALL BE SUBMITTED TO THE
PROFESSIONAL ENGINEER FOR REVIEW AND CONSULTATION WITH THE MUNICIPALITIES TREE EXPERTS PRIOR TO CUTTING ANY ROOTS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS
WORK BUT THE COST THEREOF SHALL BE INCLUDED IN THE CLEARING SITE ITEM.
H3.
TREES THAT ARE TO BE SAVED, WHERE IT IS DETERMINED THAT ROOT CUTTING MAY SEVERELY DAMAGE THE TREE, SHALL HAVE A CURB BREAK AND STEEL CURB FACE PLATES INSTALLED.
H4. THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY EVALUATION OF ALL TREES AND THERE WILL NOT BE CHANGE ORDERS FOR DELAYS RESULTING FROM ROOT CUTTING.
H5. IN AREAS WHERE THE ROOTS ENCROACH INTO THE CURB LINE, THE FULL PAVEMENT SECTION SHALL BE REMOVED PRIOR TO REMOVING THE CURB. THEN THE EXISTING CURB SHALL BE
REMOVED BY PULLING IT AWAY FROM THE TREE TOWARDS THE ROADWAY TO MINIMIZE ROOT DAMAGE DURING THE REMOVAL OF THE EXISTING CURB. NO SEPARATE PAYMENT SHALL BE
MADE FOR THIS WORK BUT THE COST THEREOF SHALL BE INCLUDED IN THE CLEARING SITE LINE ITEM.
I.
ADA REQUIREMENTS
I1.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR COMPLYING WITH NJDOT AND ADA REQUIREMENTS RELATED TO THE INSTALLATION OF CURB RAMP AND THE ASSOCIATED SLOPES.
THE RAMPS AND ALIGNMENTS ILLUSTRATED ON THESE PLANS SHALL BE USED FOR SCHEMATIC PURPOSES ONLY. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PROPER
CONSTRUCTION AND ALIGNMENT IN THE FIELD.
I2.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE PROPOSED DROP CURB RAMPS MEET CURRENT NJDOT AND ADA STANDARDS. THOSE RAMPS THAT DO NOT MEET
STANDARDS, ONCE CONSTRUCTED, SHALL BE REPLACED TO MEET SAID STANDARDS AT NO ADDITIONAL COST TO THE OWNER.
I3.
THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF IMPROVEMENTS REQUIRED FOR THOSE RAMP LOCATIONS IDENTIFIED AND COMPLETING SAID WORK TO ENSURE
RAMPS ARE IN CONFORMANCE WITH CURRENT NJDOT AND ADA STANDARDS.
I4.
CONTRACTOR SHALL NOT BEGIN SITE CLEARING OPERATIONS ON A RAMP UNTIL VERIFIED THAT THE RAMP CAN BE CONSTRUCTED TO COMPLY WITH APPLICABLE STANDARDS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CORRECTIONS TO A RAMP SHOULD THEY PROCEED WITH DEMOLITION PRIOR TO CONFIRMATION OF CONSTRUCTABILITY AT NO ADDITIONAL
COST TO THE OWNER.
GENERAL NOTES
GENERAL NOTES
AND LEGEND
1.01
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\1.01 - gen notes and legend.dwg Layout: 1.01 Plotted: Tuesday, January 27, 2026 11:54:57 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
N.J. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI006547DO
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
(ALTERNATE BID 2) ALL EXISTING VEGETATION
AND TREE STUMPS TO BE REMOVED (TYP.)
(ALTERNATE BID 2) TREE TO BE REMOVED (TYP.)
9 UNITS TREE REMOVAL, OVER 6" TO 12" DIAMETER
EXISTING BLOCK WALL AND CHAIN LINK
FENCE TO BE PRESERVED AND PROTECTED
FOR THE DURATION OF CONSTRUCTION
EXISTING CONCRETE WALL AND CHAIN LINK FENCE TO BE
PRESERVED AND PROTECTED FOR THE DURATION OF
CONSTRUCTION UNLESS OTHERWISE INDICATED ON THESE PLANS
(ALTERNATE BID 2) EXISTING PEDESTAL
PICNIC TABLE TO BE REMOVED (TYP.)
EXISTING CONCRETE WALL AND VINYL FENCE
TO BE PRESERVED AND PROTECTED FOR THE
DURATION OF CONSTRUCTION
TREE TO BE PROTECTED FOR THE
DURATION OF CONSTRUCTION (TYP.)
(ALTERNATE BID 2) EXISTING BENCH TO BE REMOVED (TYP.)
EXISTING BLOCK WALL TO BE PRESERVED AND PROTECTED
FOR THE DURATION OF CONSTRUCTION (TYP.)
WOODEN FENCE TO BE PRESERVED AND PROTECTED
FOR THE DURATION OF CONSTRUCTION (TYP.)
EXISTING STRUCTURES ON SITE TO BE
PRESERVED AND PROTECTED FOR THE
DURATION OF CONSTRUCTION (TYP.)
(ALTERNATE BID 2) CHAIN LINK
FENCE TO BE REMOVED (TYP.)
(ALTERNATE BID 2) EXISTING GRASS SHALL BE STRIPPED
TO A DEPTH OF 6". ALL STRIPPED SOIL SHALL BE DISPOSED
OF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS
EXISTING INLETS, MANHOLES, AND DRAINAGE
STRUCTURES ON SITE TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF
CONSTRUCTION UNLESS OTHERWISE
DIRECTED BY THE ENGINEER (TYP.)
EXISTING SPLASH PARK AND ALL OF ITS
ASSOCIATED FEATURES TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER
EXISTING METAL BLEACHERS TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION
EXISTING CHAIN LINK FENCE AND ASSOCIATED GATE TO
BE PRESERVED AND PROTECTED FOR THE DURATION OF
CONSTRUCTION, UNLESS OTHERWISE DIRECTED
(ALTERNATE BID 2) ASPHALT AREA TO BE REMOVED
FOR CONSTRUCTION OF PAVILION AREA (TYP.)
(ALTERNATE BID 2) WATER FOUNTAIN TO BE REPLACED
EXISTING LIGHT, ELECTRICAL, AND OTHER UTILITY
STRUCTURES ON SITE TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER (TYP.)
EXISTING CONCRETE BENCH, STAIRS, AND WALLS ON
SITE TO BE PRESERVED AND PROTECTED FOR THE
DURATION OF CONSTRUCTION UNLESS OTHERWISE
DIRECTED BY THE ENGINEER (TYP.)
(ALTERNATE BID 2) BASKETBALL HOOP POLE
CUSHIONS TO BE REMOVED (TYP.)
EXISTING PLAYER BENCHES TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION (TYP.)
EXISTING SIDEWALK TO BE
RECONSTRUCTED (TYP.)
EXISTING CONCRETE CURB TO
BE RECONSTRUCTED (TYP.)
PLAYGROUND MULCH SURFACE TO BE
REMOVED
EXISTING PLAYGROUND STRUCTURE
TO BE REMOVED (TYP.)
ALL EXISTING FEATURES ON PLAYGROUND
THAT ARE TO REMAIN SHALL BE
TEMPORARILY STORED ON SITE FOR THE
DURATION OF CONSTRUCTION UNLESS
OTHERWISE DIRECTED BY THE ENGINEER.
EXISTING DIRT AREA AND WOODEN TIE
WALLS TO BE REMOVED (TYP.)
EXISTING SCOREBOARD TO
BE REMOVED
EXISTING CONCRETE SIDEWALK AND RAMP TO BE PRESERVED
AND PROTECTED FOR THE DURATION OF CONSTRUCTION
EXISTING TRASH RECEPTACLE TO BE
PRESERVED AND PROTECTED FOR THE
DURATION OF CONSTRUCTION (TYP.)
EXISTING WALL AND DECORATIVE FENCE
TO BE PRESERVED AND PROTECTED FOR
THE DURATION OF CONSTRUCTION (TYP.)
EXISTING PICNIC TABLES TO BE PRESERVED
AND PROTECTED FOR THE DURATION OF
CONSTRUCTION UNLESS OTHERWISE
INDICATED ON THESE PLANS (TYP.)
EXISTING TREES ON PLAYGROUND
TO BE TRIMMED (TYP.)
(ALTERNATE BID 4) EXISTING PAVERS TO BE
REMOVED. IF ALTERNATE BID 4 IS NOT AWARDED,
EXISTING PAVERS ARE TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION.
CHAIN LINK FENCE TO BE
REMOVED
ASPHALT AREA TO BE REMOVED FOR
PROPOSED PIPE TRENCHING
(ALTERNATE BID 1) ASPHALT AREA TO BE REMOVED FOR
PROPOSED ELECTRICAL CONDUIT TRENCHING (TYP.)
(ALTERNATE BID 4) CONCRETE SIDEWALK TO BE
REMOVED. IF ALTERNATE BID 4 IS NOT AWARDED, THIS
PORTION OF EXISTING SIDEWALK SHALL BE PRESERVED
AND PROTECTED FOR THE DURATION OF CONSTRUCTION.
(ALTERNATE BID 4) CONCRETE SIDEWALK TO BE
REMOVED. IF ALTERNATE BID 4 IS NOT AWARDED, THIS
PORTION OF EXISTING SIDEWALK SHALL BE PRESERVED
AND PROTECTED FOR THE DURATION OF CONSTRUCTION.
EXISTING CONCRETE BLOCK WALL TO BE PRESERVED
AND PROTECTED FOR THE DURATION OF CONSTRUCTION
EXISTING VINYL FENCE TO BE CAREFULLY REMOVED
PRIOR TO EXCAVATION AND REINSTALLED AFTER
CONSTRUCTION OF THE KEYSTONE RETAINING
WALL, AS WELL AS FLUSH CURB IS COMPLETE.
CONCRETE AREA AND ADJACENT CHAIN LINK FENCE TO BE
REMOVED FOR THE INSTALLATION OF DIVERTER VALVE
TREE TO BE REMOVED (TYP.)
2 UNITS TREE REMOVAL, OVER 6" TO 12" DIAMETER
ASPHALT AREA TO BE REMOVED FOR THE
CONSTRUCTION OF ADULT FITNESS AREA
EXISTING BOCCE COURTS TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION (TYP.)
AS NOTED
DEMOLITON PLAN
2.00
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
2.
THE CONTRACTOR MAY ENTER THE SITE VIA THE EXISTING ENTRANCE ON
SIXTH STREET IN BETWEEN THE EXISTING BASKETBALL COURT AND
PLAYGROUND. ADDITIONALLY, THE CONTRACTOR MAY ACCESS THE SITE VIA
THE TERMINUS OF 7TH STREET IF REQUIRED FOR MACHINERY AND
EQUIPMENT TRANSPORATION.
3.
THE CONTRACTOR SHALL PRESERVE AND PROTECT EXISTING SITE FEATURES
INCLUDED IN VARIOUS ALTERNATE BIDS, IF THE PARTICULAR BID THAT
INCLUDES WORK RELATED TO THAT ITEM IS NOT AWARDED AS PART OF
THIS CONTRACT.
4.
ALL ITEMS THAT DO NOT HAVE AN ASSOCIATED 'ALTERNATE BID X' WITHIN
THE CALL-OUT, ARE TO BE INCLUDED IN THE BASE BID SCOPE OF WORK.
DEMOLITION PLAN NOTES
1.
BEFORE THE DEMOLITION WORK IS STARTED, CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY
FEDERAL, STATE, AND COUNTY JURISDICTIONS FOR ALL PHASES AND OPERATIONS OF THE WORK.
2.
BURNING DEBRIS IS PROHIBITED.
3.
THE USE OF EXPLOSIVES IS PROHIBITED.
4.
PROTECT UTILITIES DURING THE WORK OF THIS SECTION, UNLESS OTHERWISE NOTED ON THIS PLAN.
5.
CONTRACTOR SHALL VERIFY THE LOCATION WITHIN AND SURROUNDING THE DEMOLITION LIMITS.
6.
REMOVAL AND DISPOSAL OF CONCRETE AND BITUMINOUS SIDEWALK, POURED-IN-PLACE SAFETY
SURFACE, WALLS, COURT SURFACING, FENCES, DECKING, TREES, SHRUBS, HEDGES, BRUSH, STUMPS,
ROOTS, DIRT, STONE, DEBRIS, SURPLUS MATERIALS, RUBBISH, AS SHOWN OR OTHERWISE DIRECTED.
PAVERS SHALL BE CAREFULLY REMOVED AND STOCKPILED FOR REINSTALLATION.
7.
REMOVE CURBS, DECKING, SLABS ON GRADE, AND FENCES AS SHOWN OR DIRECTED OTHERWISE.
8.
REPAIR ANY AND ALL DAMAGED OR INJURY TO THE ADJOINING PROPERTIES CAUSED BY THE WORK AND
LEAVE THE PROPERTIES IN AS GOOD CONDITION AS BEFORE WORK WAS STARTED. THE CONTRACTOR
SHALL RELIEVE THE OWNER OF ALL RESPONSIBILITY FOR ANY CLAIMS DUE TO SUCH INJURY AND SHALL
DEFEND ANY ACTION BROUGHT BY REASON THEREOF.
9.
IF SO DIRECTED, THE CONTRACTOR SHALL THOROUGHLY WET THE WORK TO PREVENT DUST.
10.
PROTECT TREES NOT DESIGNATED FOR REMOVAL AS SHOWN ON THE PLANS. SEE TREE PROTECTION
DETAIL FOR IMPLEMENTATION OF PROTECTION MEASURES.
11.
REMOVE DEMOLITION DEBRIS AND EXCESS FILL FROM THE PROJECT SITE AS SOON AS PRACTICABLE,
EVERYDAY.
12.
THE REMOVAL AND DISPOSAL OF MATERIALS AND DEBRIS ACCUMULATED BY CLEARING SITE IS
REGULATED UNDER THE SOLID WASTE MANAGEMENT ACT (NJSA 13:1 E-1) AND IS GOVERNED BY NJAC
7:26 ET SEQ. THE CONTRACTOR SHALL DISPOSE OF THE MATERIAL AND DEBRIS ACCORDING TO THE
SOLID WASTE MANAGEMENT PLAN DEVELOPED BY THE SOLID WASTE MANAGEMENT DISTRICT OF
ORIGIN. PROPER DOCUMENTATION FROM THE DISPOSAL FACILITY SHALL BE SUBMITTED TO THE
ENGINEER.
13.
TRANSPORT DEMOLITION DEBRIS AND EXCESS FILL TO DESIGNATED DISPOSAL AREA AS SOON AS
PRACTICABLE. GRADE DISPOSAL AREAS TO ADJACENT CONTOURS AND SLOPE TO DRAIN.
14.
DO NOT STORE, SELL, OR BURN MATERIALS ON COUNTY PROPERTY.
15.
ALL DEMOLITION WORK SHALL BE IN ACCORDANCE WITH COUNTY, STATE, AND FEDERAL REGULATIONS.
16.
VARIOUS UTILITIES SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY
COMPANIES AND WHERE POSSIBLE FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING COMPLETE OR EXACT. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY
COMPANIES AT LEAST 48 HOURS BEFORE ANY WORK OR EXCAVATION TO REQUEST A FIELD MARK OUT
OF EXISTING UTILITIES. THE CONTRACTOR MUST CALL 1800-242-1000 BEFORE COMMENCEMENT OF
WORK. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL ON SITE UTILITIES PRIOR TO
START OF DEMOLITION WORK.
17.
CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL BY THE OWNER'S ENGINEER A PLAN
DETAILING THE LOCATIONS OF THE TEMPORARY FENCING, GATES, BARRICADES AND OTHER ITEMS
REQUIRED TO SECURE THE DEMOLITION WORK AREA AND TO PROTECT THE PUBLIC.
18.
EXISTING FENCING ON SITE MAY BE TEMPORARILY REMOVED FOR THE DURATION OF CONSTRUCTION,
HOWEVER SHALL BE REPLACED OR REINSTALLED IN KIND.
19.
THE CONTRACTOR SHALL LOCATE ANY UNDERGROUND UTILITIES ON SITE PRIOR TO EXCAVATION FOR
ANY EARTHWORK OR TRENCHING PURPOSES.
20.
ALL SITE FEATURES THAT ARE TEMPORARILY REMOVED SHALL BE SAFELY STORED ON SITE BY THE
CONTRACTOR FOR THE DURATION OF CONSTRUCTION UNLESS OTHERWISE DIRECTED.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\2.00 - demo plan.dwg Layout: 2.00 Plotted: Tuesday, January 27, 2026 11:55:04 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
GENERAL NOTES TEXT
DEMOLITION LEGEND
PLAYGROUND SAFETY SURFACE REMOVAL
GRASS/VEGETATION REMOVAL/STRIPPING
ASPHALT REMOVAL
FENCE REMOVAL
TREE REMOVAL
SITE FEATURE REMOVAL
TREE PROTECTION
TIE WALL/BLOCK WALL/CURB REMOVAL
DIRT REMOVAL
CONCRETE REMOVAL
LOT20
LOT19
LOT18
LOT17
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I N.J. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I N.J. LICENSE NO. 33LI006547DO
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
X
X
38.7'
42.9'
17.3'
19.6'
17.7'
30.3'
9.8'
12.6'
10.5'
X
X
X
5.0'
30.0'
10.0'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
35.0'
32.0'
X
X
X
X
X
X
X
X
X
X
X
X
X
20.0'
40.0'
8.0'
6.0'
1'-6"
(TYP.)
±6.9'
12.0'
R5.0'
(TYP.)
RECONSTRUCT: CONCRETE SIDEWALK
45 SY CONCRETE SIDEWALK, 4" THICK
RECONSTRUCT: CONCRETE CURB
60 LF 9" X 18" CONCRETE CURB
REPAIR BROKEN AND CRACKED CONCRETE SIDEWALK
AND CONCRETE CURB (IF AND WHERE DIRECTED)
(ALTERNATE BID 2) CONSTRUCT: PAVILLION CONCRETE PAD
100 SY CONCRETE PAD, REINFORCED, 6" THICK
CONSTRUCT: ADULT PLAYGROUND
215 SY POURED-IN-PLACE PLAYGROUND SAFETY SURFACE
CONSTRUCT: FLUSH CONCRETE CURB
195 LF 9" X 18" CONCRETE CURB
CONSTRUCT: KEYSTONE RETAINING WALL WITH COLOR TO BE SELECTED BY OWNER
645 SFF KEYSTONE RETAINING WALL
FURNISH AND INSTALL: CHAIN LINK FENCE TO BE
SET IN SLEEVES ATOP KEYSTONE RETAINING WALL
110 LF 8' HIGH CHAIN LINK FENCE
FURNISH AND INSTALL: 8' HIGH, 12" WIDE
DOUBLE SWING GATE FOR VEHICULAR
MAINTENANCE ACCESS (TYP.)
INSTALL: PLAYGROUND AREA SAFETY SURFACE
1,190 SY POURED-IN-PLACE PLAYGROUND SAFETY SURFACE
FURNISH AND INSTALL: GAMETIME HANSEN ISLAND PLAYGROUND
STRUCTURE
FURNISH AND INSTALL: THE STADIUM PLAYGROUND STRUCTURE
EXISTING TABLES AND OTHER PLAYGROUND SITE FEATURES TO BE
TEMPORARILY REMOVED AND STORED ONSITE FOR THE
DURATION OF CONSTRUCTION. ITEMS SHALL BE REINSTALLED IN
POURED-IN-PLACE SURFACE TO MATCH EXISTING CONDITIONS.
PROPOSED TREE (TYP.):
2 UNITS CORNUS FLORIDA (FLOWERING DOGWOOD), 2.5" CALIPER
(TO BE COORDINATED WITH BOROUGH PRIOR TO INSTALLATION)
FURNISH AND INSTALL: GAMETIME THRIVE 250 OUTDOOR GYM
ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME THRIVE 450 OUTDOOR GYM
ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME CHEST PRESS -
ACCESSIBLE ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME LATERAL PULLDOWN -
ACCESSIBLE ADULT PLAYGROUND STRUCTURE
CONSTRUCT: ASPHALT RESTORATION
275 SY HMA MILLING, 3" OR LESS
40 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
90 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
(ALTERNATE BID 2) FURNISH AND INSTALL:
4 UNITS BLACK BASKETBALL HOOP POLE CUSHION (TYP.)
FURNISH AND INSTALL: 14' WIDE X 7' HIGH
LITTLE LEAGUE BASEBALL SCOREBOARD
(ALTERNATE BID 2): CLEAN AND TELEVISE
EXISTING 8" VITRIFIED CLAY SANITARY
PIPE (REPLACE IF AND WHERE DIRECTED)
CONSTRUCT: FLUSH PERIMETER CONCRETE CURB
505 LF 9" X 18" CONCRETE CURB. TO BE LOCATED INSIDE OF WALL AS SHOWN
(ALTERNATE BID 2) FURNISH AND INSTALL: MOVABLE BENCHES (TYP.)
8 UNITS BENCH, 6' WIDE WITH BACKREST
(ALTERNATE BID 2) FURNISH AND INSTALL:
NEW DRINKING WATER FOUNTAIN
(ALTERNATE BID 2) CONSTRUCT: 5' WIDE RAMP FOR MAINTENANCE ACCESS
30 SY CONCRETE, REINFORCED, 6" THICK
40 CY CAST-IN-PLACE CONCRETE RETAINING WALL
45 LF BLACK ALUMINUM DECORATIVE HANDRAIL
(ALTERNATE BID 2) FURNISH AND INSTALL:
8' HIGH, 10' WIDE DOUBLE SWING GATE
(ALTERNATE BID 2) FURNISH AND INSTALL: FINAL LAWN RESTORATION
(SEE SHEET 7.00 FOR ADDITIONAL INFORMATION)
(ALTERNATE BID 2) RESET:
1 UNIT EXISTING CASTING
REPOINT AND INSTALL NEW BRICKS TO EXISTING
RETAINING WALL (IF AND WHERE DIRECTED)
CLEAN EXISTING ROOF LEADERS AND
REPLACE IF AND WHERE DIRECTED (TYP.)
(ALTERNATE BID 2) CONSTRUCT: 20' X 40' PAVILION AREA TO BE
SERVICED WITH BLUETOOTH, FANS, LIGHTING, ELECTRIC AND A
SPEAKER SYSTEM (SEE SHEET 5.00 FOR ADDITIONAL INFORMATION)
FURNISH AND INSTALL: 8' HIGH, 5' WIDE SINGLE
SWING GATE FOR MAINTENANCE ACCESS
(ALTERNATE BID 2) FURNISH AND INSTALL ATTACHABLE SOLAR
POWERED UP-LIGHTING FOR EXISTING FLAGPOLE (TYP.)
(ALTERNATE BID 5):
REPLACE EXISTING BATHROOM FIXTURES AND
PARTITIONS WITH NEW STAINLESS STEEL
FIXTURES AND TAMPER PROOF HARDWARE
(ALTERNATE BID 1) CONSTRUCT: ASPHALT RESTORATION
10 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
45 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
CONSTRUCT: KEYSTONE RETAINING WALL WITH CONCRETE
PLATFORM ON TOP FOR PARK ENTERTAINMENT AREA
300 SFF KEYSTONE RETAINING WALL
40 SY CONCRETE SIDEWALK, 4" THICK
145 CY 3
4" CLEAN CRUSHED STONE
40 LF 4' HIGH CHAIN LINK FENCE
CONTRACTOR SHALL FIELD COORDINATE WALL CONSTRUCTION
WITH UTILITY COMPANY REGARDING EXISTING POLE.
CONSTRUCT: ASPHALT RESTORATION
85 SY HMA MILLING, 3" OR LESS
10 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
40 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
RESET: BASE OF EXISTING LIGHT POLE TO
MEET FINAL GRADE OF POURED-IN-PLACE
SAFETY SURFACE
CONSTRUCT: CONCRETE RESTORATION
10 SY CONCRETE SIDEWALK, 4" THICK
45 LF 8' HIGH CHAIN LINK FENCE
(ALTERNATE BID 2) FURNISH AND INSTALL: PICNIC TABLE (TYP.)
4 UNITS PICNIC TABLE, MOVABLE WITH SEATING
(ALTERNATE BID 2) FILL SWALE WITH 3
4" CLEAN CRUSHED STONE AND
INSTALL LANDSCAPING (SEE SHEET 7.00 FOR ADDITIONAL INFORMATION)
45 CY 3
4" CLEAN CRUSHED STONE
(ALTERNATE BID 2) CONCRETE WALL
REPAIR (IF AND WHERE DIRECTED)
(ALTERNATE BID 3) FURNISH AND INSTALL: EXISTING INLETS TO BE
RETROFITTED WITH PEDESTRIAN SAFE GRATES
4 UNITS 24" X 24" PEDESTRIAN SAFE INLET GRATE
(ALTERNATE BID 3) CONSTRUCT: ASPHALT RESTORATION
1,725 SY HMA MILLING, 3" OR LESS
200 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
(ALTERNATE BID 4) RECONSTRUCT: EXISTING PAVERS AND
CONCRETE WITH NEW CONCRETE SIDEWALK
140 SY CONCRETE SIDEWALK, 4" THICK
90 LF 9" X 18" CONCRETE CURB
EXISTING 36" DIAMETER TREE TO BE
PRUNED AND TRIMMED
CONSTRUCT: 12' WIDE CONCRETE ACCESS RAMP FOR MAINTENANCE VEHICLES
40 SY CONCRETE, REINFORCED, 6" THICK
RECONSTRUCT: CONCRETE SIDEWALK AND CURB
55 SY CONCRETE SIDEWALK, 4" THICK
85 LF 9" X 18" CONCRETE CURB
(ALTERNATE BID 2) CONSTRUCT: CONCRETE RETAINING WALL
10 CY CAST-IN-PLACE CONCRETE RETAINING WALL
10 LF BLACK ALUMINUM DECORATIVE HANDRAIL
(REPLACE EXISTING WOODEN TIE WALL)
EXISTING SPLASH PARK AND ALL OF ITS
ASSOCIATED FEATURES TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER
EXISTING VINYL FENCE TO BE CAREFULLY REMOVED AND REINSTALLED
TO MATCH EXISTING CONDITIONS AFTER CONSTRUCTION OF THE
KEYSTONE RETAINING WALL AS WELL AS FLUSH CURB IS COMPLETE.
FURNISH AND INSTALL: GRASS RESTORATION
15 SY TOPSOIL AND SODDING, 4" THICK
X
X
38.7'
42.9'
17.3'
19.6'
17.7'
30.3'
9.8'
12.6'
10.5'
X
X
X
5.0'
30.0'
10.0'
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
35.0'
32.0'
X
X
X
X
X
X
X
X
X
X
X
X
X
20.0'
40.0'
8.0'
6.0'
1'-6"
(TYP.)
±6.9'
12.0'
R5.0'
(TYP.)
RECONSTRUCT: CONCRETE SIDEWALK
45 SY CONCRETE SIDEWALK, 4" THICK
RECONSTRUCT: CONCRETE CURB
60 LF 9" X 18" CONCRETE CURB
REPAIR BROKEN AND CRACKED CONCRETE SIDEWALK
AND CONCRETE CURB (IF AND WHERE DIRECTED)
(ALTERNATE BID 2) CONSTRUCT: PAVILLION CONCRETE PAD
100 SY CONCRETE PAD, REINFORCED, 6" THICK
CONSTRUCT: ADULT PLAYGROUND
215 SY POURED-IN-PLACE PLAYGROUND SAFETY SURFACE
CONSTRUCT: FLUSH CONCRETE CURB
195 LF 9" X 18" CONCRETE CURB
CONSTRUCT: KEYSTONE RETAINING WALL WITH COLOR TO BE SELECTED BY OWNER
645 SFF KEYSTONE RETAINING WALL
FURNISH AND INSTALL: CHAIN LINK FENCE TO BE
SET IN SLEEVES ATOP KEYSTONE RETAINING WALL
110 LF 8' HIGH CHAIN LINK FENCE
FURNISH AND INSTALL: 8' HIGH, 12" WIDE
DOUBLE SWING GATE FOR VEHICULAR
MAINTENANCE ACCESS (TYP.)
INSTALL: PLAYGROUND AREA SAFETY SURFACE
1,190 SY POURED-IN-PLACE PLAYGROUND SAFETY SURFACE
FURNISH AND INSTALL: GAMETIME HANSEN ISLAND PLAYGROUND
STRUCTURE
FURNISH AND INSTALL: THE STADIUM PLAYGROUND STRUCTURE
EXISTING TABLES AND OTHER PLAYGROUND SITE FEATURES TO BE
TEMPORARILY REMOVED AND STORED ONSITE FOR THE
DURATION OF CONSTRUCTION. ITEMS SHALL BE REINSTALLED IN
POURED-IN-PLACE SURFACE TO MATCH EXISTING CONDITIONS.
PROPOSED TREE (TYP.):
2 UNITS CORNUS FLORIDA (FLOWERING DOGWOOD), 2.5" CALIPER
(TO BE COORDINATED WITH BOROUGH PRIOR TO INSTALLATION)
FURNISH AND INSTALL: GAMETIME THRIVE 250 OUTDOOR GYM
ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME THRIVE 450 OUTDOOR GYM
ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME CHEST PRESS -
ACCESSIBLE ADULT PLAYGROUND STRUCTURE
FURNISH AND INSTALL: GAMETIME LATERAL PULLDOWN -
ACCESSIBLE ADULT PLAYGROUND STRUCTURE
CONSTRUCT: ASPHALT RESTORATION
275 SY HMA MILLING, 3" OR LESS
40 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
90 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
(ALTERNATE BID 2) FURNISH AND INSTALL:
4 UNITS BLACK BASKETBALL HOOP POLE CUSHION (TYP.)
FURNISH AND INSTALL: 14' WIDE X 7' HIGH
LITTLE LEAGUE BASEBALL SCOREBOARD
(ALTERNATE BID 2): CLEAN AND TELEVISE
EXISTING 8" VITRIFIED CLAY SANITARY
PIPE (REPLACE IF AND WHERE DIRECTED)
CONSTRUCT: FLUSH PERIMETER CONCRETE CURB
505 LF 9" X 18" CONCRETE CURB. TO BE LOCATED INSIDE OF WALL AS SHOWN
(ALTERNATE BID 2) FURNISH AND INSTALL: MOVABLE BENCHES (TYP.)
8 UNITS BENCH, 6' WIDE WITH BACKREST
(ALTERNATE BID 2) FURNISH AND INSTALL:
NEW DRINKING WATER FOUNTAIN
(ALTERNATE BID 2) CONSTRUCT: 5' WIDE RAMP FOR MAINTENANCE ACCESS
30 SY CONCRETE, REINFORCED, 6" THICK
40 CY CAST-IN-PLACE CONCRETE RETAINING WALL
45 LF BLACK ALUMINUM DECORATIVE HANDRAIL
(ALTERNATE BID 2) FURNISH AND INSTALL:
8' HIGH, 10' WIDE DOUBLE SWING GATE
(ALTERNATE BID 2) FURNISH AND INSTALL: FINAL LAWN RESTORATION
(SEE SHEET 7.00 FOR ADDITIONAL INFORMATION)
(ALTERNATE BID 2) RESET:
1 UNIT EXISTING CASTING
REPOINT AND INSTALL NEW BRICKS TO EXISTING
RETAINING WALL (IF AND WHERE DIRECTED)
CLEAN EXISTING ROOF LEADERS AND
REPLACE IF AND WHERE DIRECTED (TYP.)
(ALTERNATE BID 2) CONSTRUCT: 20' X 40' PAVILION AREA TO BE
SERVICED WITH BLUETOOTH, FANS, LIGHTING, ELECTRIC AND A
SPEAKER SYSTEM (SEE SHEET 5.00 FOR ADDITIONAL INFORMATION)
FURNISH AND INSTALL: 8' HIGH, 5' WIDE SINGLE
SWING GATE FOR MAINTENANCE ACCESS
(ALTERNATE BID 2) FURNISH AND INSTALL ATTACHABLE SOLAR
POWERED UP-LIGHTING FOR EXISTING FLAGPOLE (TYP.)
(ALTERNATE BID 5):
REPLACE EXISTING BATHROOM FIXTURES AND
PARTITIONS WITH NEW STAINLESS STEEL
FIXTURES AND TAMPER PROOF HARDWARE
(ALTERNATE BID 1) CONSTRUCT: ASPHALT RESTORATION
10 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
45 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
CONSTRUCT: KEYSTONE RETAINING WALL WITH CONCRETE
PLATFORM ON TOP FOR PARK ENTERTAINMENT AREA
300 SFF KEYSTONE RETAINING WALL
40 SY CONCRETE SIDEWALK, 4" THICK
145 CY 3
4" CLEAN CRUSHED STONE
40 LF 4' HIGH CHAIN LINK FENCE
CONTRACTOR SHALL FIELD COORDINATE WALL CONSTRUCTION
WITH UTILITY COMPANY REGARDING EXISTING POLE.
CONSTRUCT: ASPHALT RESTORATION
85 SY HMA MILLING, 3" OR LESS
10 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
40 SY DENSE GRADED AGGREGATE BASE COURSE, 6" THICK
RESET: BASE OF EXISTING LIGHT POLE TO
MEET FINAL GRADE OF POURED-IN-PLACE
SAFETY SURFACE
CONSTRUCT: CONCRETE RESTORATION
10 SY CONCRETE SIDEWALK, 4" THICK
45 LF 8' HIGH CHAIN LINK FENCE
(ALTERNATE BID 2) FURNISH AND INSTALL: PICNIC TABLE (TYP.)
4 UNITS PICNIC TABLE, MOVABLE WITH SEATING
(ALTERNATE BID 2) FILL SWALE WITH 3
4" CLEAN CRUSHED STONE AND
INSTALL LANDSCAPING (SEE SHEET 7.00 FOR ADDITIONAL INFORMATION)
45 CY 3
4" CLEAN CRUSHED STONE
(ALTERNATE BID 2) CONCRETE WALL
REPAIR (IF AND WHERE DIRECTED)
(ALTERNATE BID 3) FURNISH AND INSTALL: EXISTING INLETS TO BE
RETROFITTED WITH PEDESTRIAN SAFE GRATES
4 UNITS 24" X 24" PEDESTRIAN SAFE INLET GRATE
(ALTERNATE BID 3) CONSTRUCT: ASPHALT RESTORATION
1,725 SY HMA MILLING, 3" OR LESS
200 TONS HOT MIX ASPHALT SURFACE COURSE, MIX 9.5 M64
(ALTERNATE BID 4) RECONSTRUCT: EXISTING PAVERS AND
CONCRETE WITH NEW CONCRETE SIDEWALK
140 SY CONCRETE SIDEWALK, 4" THICK
90 LF 9" X 18" CONCRETE CURB
EXISTING 36" DIAMETER TREE TO BE
PRUNED AND TRIMMED
CONSTRUCT: 12' WIDE CONCRETE ACCESS RAMP FOR MAINTENANCE VEHICLES
40 SY CONCRETE, REINFORCED, 6" THICK
RECONSTRUCT: CONCRETE SIDEWALK AND CURB
55 SY CONCRETE SIDEWALK, 4" THICK
85 LF 9" X 18" CONCRETE CURB
(ALTERNATE BID 2) CONSTRUCT: CONCRETE RETAINING WALL
10 CY CAST-IN-PLACE CONCRETE RETAINING WALL
10 LF BLACK ALUMINUM DECORATIVE HANDRAIL
(REPLACE EXISTING WOODEN TIE WALL)
EXISTING SPLASH PARK AND ALL OF ITS
ASSOCIATED FEATURES TO BE PRESERVED AND
PROTECTED FOR THE DURATION OF CONSTRUCTION
UNLESS OTHERWISE DIRECTED BY THE ENGINEER
EXISTING VINYL FENCE TO BE CAREFULLY REMOVED AND REINSTALLED
TO MATCH EXISTING CONDITIONS AFTER CONSTRUCTION OF THE
KEYSTONE RETAINING WALL AS WELL AS FLUSH CURB IS COMPLETE.
FURNISH AND INSTALL: GRASS RESTORATION
15 SY TOPSOIL AND SODDING, 4" THICK
AS NOTED
SITE PLAN
3.00
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\3.00 - site plan.dwg Layout: 3.00 Plotted: Tuesday, January 27, 2026 11:55:24 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
GENERAL NOTES TEXT
SITE PLAN LEGEND
AREA TO BE MILLED, 3" THICK
PLAYGROUND SAFETY SURFACE
LANDSCAPING AREA
WALL TO BE CONSTRUCTED
GRASS AREA
CHAIN LINK FENCE
BLACK ALUMINUM DECORATIVE HANDRAIL
X
X
X
RESET EXISTING CASTING
CONCRETE SIDEWALK, 4" THICK
CONCRETE SIDEWALK, REINFORCED, 6" THICK
BASKETBALL HOOP POLE CUSHION
BENCH WITH BACKREST
ASPHALT RECONSTRUCTION
PICNIC TABLE, MOVABLE WITH SEATING
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
2.
THE CONTRACTOR MAY ENTER THE SITE VIA THE EXISTING ENTRANCE ON
SIXTH STREET IN BETWEEN THE EXISTING BASKETBALL COURT AND
PLAYGROUND. ADDITIONALLY, THE CONTRACTOR MAY ACCESS THE SITE VIA
THE TERMINUS OF 7TH STREET IF REQUIRED FOR MACHINERY AND
EQUIPMENT TRANSPORTATION.
3.
ALL TO BE CONSTRUCTED ITEMS THAT DO NOT HAVE AN ASSOCIATED
'ALTERNATE BID X' WITHIN THE CALL-OUT, ARE TO BE INCLUDED IN THE
BASE BID PROPOSAL.
24" X 24" PEDESTRIAN SAFE GRATE
oCO
LOT20
r-----------_____.'.====:::;---------------;;;;-aJ
8ASEBAll.
FIELD
LOT19
GR: 245.03
INV: 240.73 (tr PVC)
WALL
BLOCK
WALL
7W23ZSS
8W229. 14
LOT16
TW232.61
BW.229.77
vvOODFENCE
LOT15
7W
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7W232.73
sw; 'i.91
BASEBALL
FIELD
BOCCI BALL COURT
i;;a;
(R.R. TIE WALLS WITH CONC BORDER)
BOCCI BALL COURT
(R.R. TIE WALLS WITH CONC. BORDER)
l01'7,J:,-----------,.=p
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......__ -247
R.R. TIE WALLS
INLET
GR: 246.17
INV(l): 244.47 (2" m:J
INV(2): 243.47± (10" RCP,DEBRIS)
INV(3}: 243.27 (12" HOPE)
X.NS.6
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WAJFR,
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SPRAYER
bSP
(TYP.}
oSP
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SP GR: 245.31
INAaESSJBtE
BOLTEDSH/JT
. I NOZZLES
ft
oSP ... \._•~A:
.-.-~ _BOTTON OF VAl/LT
NOZZLES
INV: 237.63
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2S9.J4
O.H. CABLE
257VRY
MASONRY
1
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'247
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INLET
GR: 258.37
TOP OF DEBRIS: 254.67
NO VISIBiE PIPES
C0NC. STAIRS
AND WALLS
INLET
GR:256.72
INV.· 253.27 (8" m;)
BLOCK
WALL
SHED
"-tj
{UC}
LOTS
X258.6
ASPHALT
BASKETBALL
COURTS
x7583
X.258.2
ASPHALT
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253.9
BLOCK WALL
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I N.J. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I N.J. LICENSE NO. 33LI00654700
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
TW: 263.05 (EX.)
BW: 259.53
TW: 263.46 (EX.)
BW: 259.63
TW: 263.75 (EX.)
BW: 259.79
TW: 245.89 (EX.)
245.69
TW: 262.83 (EX.)
BW: 259.50
245.67
245.87
CP: 241.14 (EX.)
241.22
TW: 245.76 (EX.)
BW/CP: 241.19
TW: 245.78 (EX.)
BW/CP: 241.24
TW: 241.22
BW: 241.22
TW: 245.67
BW: 242.45 (EX.)
TW: 245.87
BW: 242.82 (EX.)
TW: 264.00 (EX.)
BW: 260.02
TW: 261.47
BW: 259.76
TW: MATCH EXISTING
BW: 259.38
TW: 261.55 (EX.)
BW: 259.80
TC: 259.95
BC: 259.45
TC: 259.91
BC: 259.41
TC: 259.89
BC: 259.39
TC: 259.89
BC: 259.39
TC: 259.83
BC: 259.33
TC: 259.75
BC: 259.25
TC: 259.68
BC: 259.18
TC: 259.65
BC: 259.15
TW: 263.19 (EX.)
BW: 260.02
TC: 259.28 (EX.)
BC: 259.14
FC: 259.50
258
262
263
259
TW: 258.25 (EX.)
BW: 250.00 (EX.)
258.64 (EX.)
263.25 (EX.)
TW: 259.27
BW: 259.27
TW: 259.22
BW: 259.22
FC: 259.02 (EX.)
260
261
262
263
4" CURB REVEAL
TC: 258.59
BC: 258.42 (EX.)
4" CURB REVEAL
TC: 258.53 (EX.)
BC: 258.51
4" CURB REVEAL
TC: 258.40 (EX.)
BC: 258.26
FC: 258.62 (EX.)
4" CURB REVEAL
TC: 258.03 (EX.)
BC: 258.00
4" CURB REVEAL
TC: 257.72 (EX.)
BC: 257.68
FC: MATCH EXISTING
4" CURB REVEAL
TC: 257.54 (EX.)
BC: 257.48
FC: 257.44
FC: 258.37 (EX.)
PROPOSED SWALE 1%
MINIMUM SLOPE (TYP.)
258.40 (EX.)
245
FC: 244.81 (EX.)
FC: 245.53 (EX.)
FC: 245.47 (EX.)
FC: 245.26 (EX.)
TW: 258.25
BW: 250.91 (EX.)
TW: 257.95
BW: 250.71 (EX.)
TW: 258.10
BW: 250.34 (EX.)
AS NOTED
4.00
AS NOTED
GRADING PLAN
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\4.00 - grading plan.dwg Layout: 4.00 Plotted: Tuesday, January 27, 2026 11:55:40 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
TC: 259.83
BC: 259.33
TOP / BOTTOM OF CURB
ELEVATION
PROPOSED CONTOUR LINE
241.22
SPOT ELEVATION
GRADING PLAN LEGEND
EXISTING SPOT ELEVATION
FLUSH CURB ELEVATION
262
263.70 (EX.)
TW: 263.39
BW: 259.57
TOP / BOTTOM OF WALL
ELEVATION
FC: 259.50
CONCRETE PAD ELEVATION
CP: 241.14
LOT20
LOT19
LOT18
LOT17
"-
TW 245.65
,
tj I
,J
BWZ36.33~
[
INLET
GIi: 244.92
INV(!}: 241.32 (12" 1-tP,1
INV(2}: 240.92 (4" PVC)
INV(3}: 240.22 (12" HDPE)
JNV(4): 240.02 (18" RCP}
rf
I.?,
BASEBALL
FIELD
SAN. MH
RIM: 246.12
INV(l}: 241.32 (4" PVC)
INV(2): 241.12 (8" W)
INV{3): 241.02 (8" W)
-
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INLET
,{, r'~ -----
----~
GIi: 245.03 BLOCK
INV.· 240.73 (8" PVC)
WALL
7W.2,J4/
BWUd.92
BLOO(
WALL
7W232.55
BW229.34
LOTJ6
7W245.76
BW.23."142.
M.232.61
BWZZ9.2Z
7W2f5.85
BW232.82
WOOD FENCE
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7W 23259 _---,_i;,......,;>fl
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LOT15
nY.212.76
BW226.49
7W.L32.73
BW.225.91
M.230.61
LOT13
----c::J--
~
BOCCI B4LL COURT
{II.II. TIE WALLS W171i CONC. BOIIDEII)
"--7~.==--------------_J,,
LOT12
BOIX1B4LL COU~ {~
{II.II. TIE WALLS W171i 7 ~
TWZJ(}.72
STOflN MH IN CfJNC.
IIIM: 234.82
UNABLE m OPEN
COVERED IN DEBRIS
LOTJJ
BW.231.56
El
1W2J6.JL
BW.231.67
LOT JO
!BLOCK 321!
LOTJ
BASEBALL
FIELD
SAN.
IIIM:24, a=======!
INV(l): 245.40 (8" >
INV(2): 245.30 (8" •~-~~=-~
f:!'
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1M
INV{2): 243.4~
INV(J,
CONC. BENCH
W/CONC. CVVER
3.5" VEIi)]
METAL PIPE, 11'
ASPHALT
CVN71'0L
VAlltF
□
24£9
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WATER Al/EA
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245.8,1----~
24!,.,7
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7W 239.75
TW 241,:/1
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LOT9
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INLET
GR: 256.72
INV: 253.27 {8" PVC}
BENCH
~
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BLOCK
WALL
SHED
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BASKETBALL
COURTS
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253.S
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BLOO(WALL ~
2589,
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GRASS
-..,.,..,.
\
BLOCK WALL
,,,
,,,,
'1.-:c_ =
X
/STORY
G4RAGE
LOT6
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7W259.46
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I NJ. LICENSE NO. 33LI00615400
NJ. LICENSE NO. 24GE0563DB00 I NJ. LICENSE NO. 33LI00654700
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
258
262
263
259
260
261
262
263
245
RECONSTRUCT: YARD INLET
(24" X 24" PEDESTRIAN SAFE GRATE)
GR.: 257.39
INV. IN (1): 255.39 (4" NE)
INV. OUT: V.I.F.
EXISTING ROOF LEADERS TO BE
CLEANED AND EXISTING BUILDING
GUTTERS TO BE REPLACED
PROPOSED: DIVERTER VALVE (ACCESS HATCH)
RIM: 245.77
INV. OUT: 241.10 (4" NE) (OVERFLOW)
INV. IN: 240.27 (10" SE) (V.I.F.)
INV. OUT: 240.27 (10" NW) (V.I.F.)
(CONNECT TO EXISTING 10" PVC PIPE)
FURNISH AND INSTALL:
14 LF 4" HDPE PIPE @ 2.00%
PROPOSED: STORMWATER CLEANOUT
(SOLID COVER)
RIM: 245.68
INV. IN: 240.82 (4" SW)
INV. OUT: 240.72 (12" NW)
PROPOSED: DOGHOUSE MANHOLE
(SOLID COVER)
RIM: 245.32
INV. IN: 238.84 (12" SE)
INV. IN: ± 231.89 (18" N) (V.I.F.)
INV. OUT: ± 231.89 (18" S) (V.I.F.)
FURNISH AND INSTALL:
94 LF 12" HDPE PIPE @ 2.00%
D
(ALTERNATE BID 1) PROPOSED ELECTRIC CONNECTION
TO SECOND FLOOR PANEL BOX IN EXISTING BUILDING
(TWO CONNECTIONS TO UPPER PANEL BOX)
(ALTERNATE BID 1) FURNISH AND INSTALL: ELECTRIC HANDHOLE-1
RIM: 258.07
(NEW ELECTRIC CONNECTION TO EXISTING BASKETBALL COURT,
OUTLET TO BE MOUNTED A MINIMUM OF 8' ABOVE THE FINISHED
BASKETBALL SURFACE)
(ALTERNATE BID 1) FURNISH AND INSTALL: ELECTRIC HANDHOLE-2
RIM: 246.57
(ALTERNATE BID 1) PROPOSED ELECTRIC CONNECTION TO
PROPOSED PAVILION AREA. TO BE FURNISHED WITH A
SPEAKER SYSTEM, OUTDOOR CEILING FANS, LIGHTING,
AND BLUETOOTH CONNECTION.
(SEE PROJECT SPECIFICATIONS REGARDING THESE ITEMS)
(ALTERNATE BID 1) PROPOSED ELECTRIC
CONNECTION TO CONCRETE BLEACHER AREA
(ALTERNATE BID 1) ONE (1) RUN OF DUAL 1" CONDUIT
FOR BASKETBALL COURT ELECTRICAL CONNECTION
(ALTERNATE BID 1) ONE (1) INTERIOR RUN OF DUAL 1" CONDUIT
FOR PROPOSED ENTERTAINMENT AREA ELECTRICAL CONNECTION
(ALTERNATE BID 1) PROPOSED ELECTRIC CONNECTION TO FIRST
FLOOR PANEL BOX IN EXISTING BUILDING (FOUR CONNECTIONS TO
LOWER PANEL BOX TO BE RUN SOUTHWARD INTERIOR OF BUILDING
LOWER LEVEL, EXITS SOUTH SIDE OF EXISTING BUILDING)
(ALTERNATE BID 1) FOUR (4) PARALLEL RUNS OF DUAL 1"
CONDUIT TO CONNECT TO PROPOSED ELECTRIC HAND HOLE
(ALTERNATE BID 1) FOUR (4) RUNS OF CONDUIT TO CONNECT
TO HAND HOLE, TWO (2) INDIVIDUALLY DISPERSE TO THE
BLEACHER AREA AND PROPOSED PAVILION
(EXTRA CONDUIT PRESENT FOR POSSIBLE FUTURE USE)
PROPOSED ELECTRIC CONNECTION FROM EXISTING SHED TO
MOTORIZED DIVERTER VALVE. TO BE FIELD COORDINATED BETWEEN THE
CONTRACTOR AND THE BOROUGH. ONE (1) RUN OF DUAL 1" CONDUIT.
(ALTERNATE BID 1) PROPOSED CONDUIT TO BE PUNCHED
THROUGH EXISTING CONCRETE WALKWAY AND WALL
AS NOTED
5.00
AS NOTED
5.00
DRAINAGE AND
UTILITY PLAN
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\5.00 - drainage and utility.dwg Layout: DRAINAGE AND UTILITY PLAN Plotted: Tuesday, January 27, 2026 11:55:55 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
PROPOSED DOGHOUSE MANHOLE
DRAINAGE AND
UTILITY PLAN LEGEND
PROPOSED DRAINAGE STRUCTURE
(CLEANOUT, BURIED INLET, ETC.)
PROPOSED DRAINAGE PIPE
PROPOSED ELECTRIC HANDHOLE
PROPOSED 1" DUAL
ELECTRIC CONDUIT
E
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
2.
OUTLETS AND FLAG UP-LIGHTING TO BE INSTALLED SHALL BE MOUNTED AT
A MINIMUM HEIGHT OF 8 FEET ABOVE THE FINISHED GROUND SURFACE.
3.
THE PROPOSED ELECTRICAL CONNECTIONS TO BOTH THE UPPER AND LOWER
PANEL BOXES ARE NOT TO BE ASSOCIATED / CONNECTED TO THE SAME
TIMER OR SENSOR AS THE EXISTING ONSITE LIGHTING SYSTEM.
4.
ANY OUTLET TO BE INSTALLED ON SITE SHALL BE A QUAD 20A, 125V
RECEPTACLE WITHIN A SECURABLE BOX TO PROTECT AGAINST WEATHERING
AND DAMAGE. THE OUTLETS SHALL BE MOUNTED AT A MINIMUM HEIGHT OF
8' ABOVE THE GROUND SURFACE WHERE POSSIBLE TO PREVENT VANDALISM.
SEE PROJECT SPECIFICATIONS RELATED TO THE METHOD OF MOUNTING THE
QUAD RECEPTACLE OUTLETS.
5.
ALL TO BE CONSTRUCTED ITEMS THAT DO NOT HAVE AN ASSOCIATED
'ALTERNATE BID X' WITHIN THE CALL-OUT, ARE TO BE INCLUDED IN THE
BASE BID PROPOSAL.
PROPOSED DIVERTER VALVE
•
- -
-
LOT20
LOT19
LOT18
LOT17
LOT16
7W=61
BW229.22
TW:!45.85
8W232.8."
WOOD FENCE
LOT15
7W2.J2.76
8W226.49
TIV232.73
BWZ25.91
TIV230.61
LOT13
I
t
FD •-
0
CONC.WALL ➔
W/CLFATOP x
)(251.7
250.8
s..
-
~.? § 1 •,,!
ClF
;E8ALi.
~--------==============tr7EliJ
3.5" VER71CA1
M"TAL PIPE, 8.5' HT. I
,---:;.="'"-' ,"_ <!!,
'J.( =:\_
l
i
RIM: 247.00
~-~
'
fl): 245.40 (8" VCP)
i'.)
i i
r-------=======================~"" r2J: 245.30(8"VCP)
,;, SCOREBOARD_/ 1 ,";.
\.;
2'f7~7'X:
O.H. CABLE
2STORY
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GR· 746.17
INV{l}: 244.47 (2" m:;I
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INV(3}: 243.27 (12" HOPE}
X <H
C
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INAaESSIBLE
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GIi: 258.37
TOP OF DEBIIIS: 254.67
NO VISIBLE PIPE5
CONC. STAIRS
AND WALLS
\
\
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0
INLET
GIi: 256.72
INV.· 253.27 (8" m:;I
,·
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.i;-=
·-257,5
SHED
BLOG<]~
,w; '6.83
BW2''2.16
WALL
(/JC}
LOTS
ASPHALT
BASKETBAlL
CVIJRTS
X2S8.3
x?'i8.2
ASPHALT
BLOCK WALL
CONC.
"-tJ
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WAJFRMETER
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I NJ. LICENSE NO. 33LI00615400
NJ. LICENSE NO. 24GE0563DB00 I NJ. LICENSE NO. 33LI00654700
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
30.0'
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
12.0'
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LIMIT OF DISTURBANCE AREA:
1,990 SF (0.05 ACRES)
PROPOSED SILT FENCE (TYP.)
(SILT SOCK WILL BE USED WHEN INSTALLING ON
HARDSCAPE SURFACES SUCH AS ASPHALT AND CONCRETE)
INSTALL:
125 SF INLET FILTER, TYPE 1 (TYP.)
CONSTRUCT:
495 SY SOIL EROSION CONTROL MATTING (TYP.)
LIMIT OF DISTURBANCE AREA:
16,837 SF (0.39 ACRES)
TEMPORARY STABILIZED
CONSTRUCTION ACCESS PAD
LIMIT OF DISTURBANCE AREA:
6,183 SF (0.14 ACRES)
258
262
263
259
260
261
262
263
245
AS NOTED
SOIL EROSION AND
SEDIMENT CONTROL PLAN
6.00
SOIL DECOMPACTION NOTE
AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN
THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE
SITE IS NOT COVERED IN WOODY VEGETATION NOR REGROWTH. IN ACCORDANCE
WITH NEW JERSEY STANDARD FOR LAND GRADING (REVISED 2017), NON-WOODY
VEGETATED PA1 AREAS FALL UNDER THE SOIL COMPACTION EXEMPTION LIST AS
AN "URBAN DEVELOPMENT" AND IS DEFINED BY NJDEP AS "PREVIOUSLY
DEVELOPED".
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\6.00 - sesc plan.dwg Layout: SOIL EROSION AND SEDIMENT CONTROL PLAN Plotted: Tuesday, January 27, 2026 11:56:10 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
GENERAL NOTES TEXTSESC LEGEND
TEMPORARY STABILIZED ACCESS PAD
SILT FENCE
LIMIT OF DISTURBANCE
SOIL EROSION CONTROL MATTING
PROPOSED INLET FILTER, TYPE 1
LOD
LOD
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
2.
THE CONTRACTOR MAY ENTER THE SITE VIA THE EXISTING ENTRANCE ON
SIXTH STREET IN BETWEEN THE EXISTING BASKETBALL COURT AND
PLAYGROUND. ADDITIONALLY, THE CONTRACTOR MAY ACCESS THE SITE VIA
THE TERMINUS OF 7TH STREET IF REQUIRED FOR MACHINERY AND
EQUIPMENT TRANSPORTATION.
3.
SILT SOCK IS TO BE USED AS OPPOSED TO TYPICAL SILT FENCE
INSTALLATION WHEN ON HARDSCAPE ITEMS SUCH AS ASPHALT AND
CONCRETE. A CONSTRUCTION DETAIL HAS BEEN PROVIDED.
LOT20
LOT19
LOT18
LOT17
' UT16
,. _ '.61
BW229.2Z
lW243:85
BW2.32.8."
WDODFENCE
7W.21. .76
i.;.''226.49
LOT15
LOT13
7W2.JIJ.61
~
mfA
,---...
I
I
I
I
\ ___ ,
1
/NlET
GR: 244.92
INV(l}: 241.32 {12" VCP}
INV{2): 24092 {4" PVC}
INV{J): 24022 {12" HOPE)
INV(4}: 240.02 {18" RCP}
f
BASE84LL
FIELD
GRASS
LOT12
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J
..
7W; J0.7.2
\_ STORM MH IN CONC.
RIM: 234.82
/JNABlE TO OPEN
COVERED IN DEBRIS
LOTJJ
SAN.NH------......_
I
RIM: 246.12
-..,__
INV(l}: 241.32 (4" PVC}
INV(2}: 241.12 (8" VCP}
INV(J}: 241.02 (8" VCP}
~
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J.S" VERTICAL
BW 251.13
BA5E8ALL
HELD
METAL PIPE, 8.S' HT. $'
247.,·
SM(MH~
RIM: 247.00
,SO
INV(l}: 245.40 (8" VCP}
; :
INV(2}: 245.30 (8" VCP}
0 SCOREBOARD_/ ,',. :
GRASS
Q
247_•'/C
3.S" VE/171C4L
METAL PIPE, 11' HT.
INLET
GR: 246.17
INV{l}: 244.47 (2" m:J
JNV(2}: 243.47± (10" 1/CP,DEBRIS}
JNV(J}: 243.27 (12" HOPE)
--.,
FF-
259.l4
0.H. CABLE
2STORY
MASONRY
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259_7;--..,,
'Vil WAL ' .
,,
I
I
I
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245.7
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LOT9
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INLET
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TOP OF DEBRIS: 254.67
NO V/SIBLE PIPES
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INLET
GR: 256.72
JNV.· 253.27 (8" m:;>
(UC}
X.[58.8
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ASPHALT
X258-5
BASKETBALL
OJ/IRTS
X2SB.3
X/'ill.2
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25BJ
BLOCK WALL
CONC.
\
BRICK/CONC. W~
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\
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154.4
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BLOCK WALL
254.5
0
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
NJ. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI00654700
36"
13"
10"
7"
8" 10"
8" 8"
9"
10"
7"
12"
8"
8" STUMP
6" STUMP
6" STUMP
8" STUMP
9" STUMP
12" STUMP
6" STUMP
9" STUMP
8" STUMP
18" STUMP
12"
8" STUMP
18" STUMP
6" STUMP
7" STUMP
15"
18"
8"
12"
10"
10"
30"
28"
(50' R.O.W. PER TAX MAP)
D
258
262
263
259
260
261
262
263
245
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
39
S-TO
3
T-BP
1
T-BP
1166
G-CB
3
O-CC
8
S-LF
1
O-CF
1
O-CF
5
G-PA
AS NOTED
LANDSCAPE PLAN
7.00
0
10
20
40
60
( IN FEET )
1 inch = 20 ft.
GRAPHIC SCALE
N.J.P.C.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\7.00 - landscape plan.dwg Layout: LANDSCAPE PLAN Plotted: Tuesday, January 27, 2026 11:56:32 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
GENERAL NOTES
1.
EXISTING CONDITIONS ARE PER THE TOPOGRAPHIC SURVEY PER PLAN
ENTITLED "TOPOGRAPHIC SURVEY COLUMBUS PARK, BLOCK 321 - LOT 1,
BOROUGH OF FAIRVIEW, BERGEN COUNTY, STATE OF NEW JERSEY" SHEET 1
OF 1, PREPARED BY NEGLIA GROUP, DATED 04/01/2025.
2.
THE ENTIRETY OF IMPROVEMENTS INCLUDED WITHIN THIS SHEET, PAYABLE
UNDER
ITEM
"LANDSCAPING
IMPROVEMENTS",
ARE
ONLY
TO
BE
COMPLETED/INSTALLED IN THE EVENT THAT ALTERNATE BID 2 IS AWARDED
AS PART OF THIS CONTRACT.
LOT20
LOT19
LOT18
LOT17
LOT16
BLOCK
WALL
WDODFENCE
LOT13
\.
\
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LOT12
\.
GRASS
'\
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FIELD
\.
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'\
'\
'\
\
\.
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,!
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P/JLLBOX
'\_
ASPHALT
\-._
BA5E8ALL
HELD
If
J.5" VERTICAL
METAL PIPE, 8.S' HT. $'
f/
GRASS
II SCOREBOARD
Q'
------
---........
\
\ (3)
I
I
\
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ASPHALfl
O.H. CABLE
ZSTORY
MASONRY
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CONCSTAIRS
AND WALLS
EP
,--,
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CLF
'---
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WATER FOUNTAIN~
A
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COVERED PEDESTAL
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PLANTING SCHEDULE
QUANTITY BOTANICAL NAME
SIZE
COMMON NAME
3
Belula Papyfera
8'-10' Ht.
Paper Bark Birch
4
Cercis Canadensis
T-8' Ht.
Eastern Redbub
2
Cornus Florida
T-8' Ht.
Flowering Dogwood
14
Leucothoe Fontanesiana
3 gallon
Rainbow Leuoolhoe
39
Thuja Occidentalis 1Nigra'
6'-7' Ht.
Dark Arborvitae
1166
Carex Blanda
1 gallon
Eastern Woodland Sedge
Pennisetum Ato~ecuroides 'Red Head'
5
2 gallon
Red Head Dwarf Fountain Grass
NOTES
Shade tree. B & B
Purple flowers in spring. B & B
White flowers in spring. B & B
Broad leaf evergreen shrub, 24-30" ht. at time of planting
Native evergreen shrub, B & B
Native grass, 12" height, plant 18" on oenter
Ornamental grass with pink flower heads, 1 '-3' height,
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I NJ. LICENSE NO. 33LI00615400
NJ. LICENSE NO. 24GE0563DB00 I NJ. LICENSE NO. 33LI00654700
NOT TO SCALE
TRAFFIC CONTROL FOR MILLING AND OVERLAY
+
+
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NOT TO SCALE
CD-159-1.2
TRAFFIC CONES
NOT TO SCALE
CD-612-4
STEEL U-POST SIGN SUPPORTS
NOT TO SCALE
CD-159-1.3
BREAKAWAY BARRICADES
NOT TO SCALE
CONSTRUCTION SIGNS
NOT TO SCALE
CD-159-1.1
DRUMS
NOT TO SCALE
TRAFFIC CONTROL FOR CURB & SIDEWALK CONSTRUCTION
CONSTRUCTION
DETAILS I
8.00
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS I Plotted: Tuesday, January 27, 2026 11:56:53 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
GENERAL NOTES:
1.
ALL POSTS SHALL BE OF ADEQUATE LENGTH TO MEET THE REQUIREMENTS FOR ERECTION
AS STATED IN THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS" AND AS INDICATED BELOW.
2.
ALL SMALL SIGN SUPPORTS SHALL BE OF THE BREAKAWAY TYPE WITH EXCEPTION OF
THOSE INSTALLED BEHIND GUIDE RAIL OR OTHER ROADSIDE BARRIER.
3.
ALL STEEL POSTS AND BRACKETS SHALL BE CUT, BENT, AND HOLES PUNCHED AND DRILLED
BEFORE GALVANIZING. GALVINIZING SHALL BE IN CONFORMANCE WITH ASTM A123.
4.
ALL STEEL U-POST SIGN SUPPORTS MUST BE INSTALLED FACING THE PREDOMINANT
TRAFFIC FLOW. A MOUNTING BRACKET SHOULD BE USED ON SIDE MOUNTED SIGNS SUCH
AS "ONE WAY'' SIGNS INSTAULED IN MEDIANS.
5.
SIGN PANEL SIZES SHALL DETERMINE POST TYPE AND NUMBER AS SHOWN ON THIS DETAIL.
6.
BOLTS SHALL NOT PROTRUDE MORE THAN
ENGAGE ALL THREADS IN THE NUT.
3/4" BEYOND THE NUT WHEN TIGHT, BUT SHALL
7.
WIHEN SIGNS ARE INSTALLED ON SLOPES 10H:1V OR FLATTER, THE MINIMUM VERTICAL
CLEARANCE REQUIREMENTS FOR SIGNS ARE:
8.
FOR SINGLE POST INSTALLATIONS -THE MINIMUM DISTANCE BETWEEN THE EDGE OF THE
PAVEMENT AND THE BOTTOM OF ANY PANEL MUST BE 7 FEET, AND THE MINIMUM DISTANCE
FROM EDGE OF PAVEMENTTO THE TOP OF ANY SIGN PANEL MUST BE 9 FEET.
FOR MULTI-POST INSTAULATIONS-THE MINIMUM DISTANCE BETWEEN THE EDGE OF PAVEMENT
AND THE BOTTOM OF A MAIN SIGN PANEL MUST BE 7 FEET.
SECONDARY SIGN PANELS (LAND SERVICE HIGHWAYS)- THE MINIMUM DISTANCE BETWEEN
THE EDGE OF PAVEMENT AND THE BOTTOM OF A SECONDARY SIGN PANEL IS 6 FEET.
SECONDARY SIGN PANELS (INTERSTATE AND FREEWAYS)- THE BOTTOM OF THE MAIN SIGN
SHAUL BE A MINIMUM OF 8 FEET AND THE SECONDARY SIGN PANELA MINIMUM OF 5 FEET
ABOVE THE EDGE OF PAVEMENT.
WIHERE GRADING OF 10H:1V OR FLATTER CANNOT BE OBTAINED, OR WHERE CURB OR BERM
IS GREATER THAN 4 INCHES, THE MINIMUM VERTICAL CLEARANCE WILL BE MEASURED FROM
THE GROUND LINE TO THE BOTTOM OF THE SIGN.
THE HORIZONTAL OFFSET FROM EDGE OF PAVEMENT TO EDGE OF SIGN IS DERIVED FROM
SECTION 2A.19 OF THE MUTCD AS FOLLOWS:
FOR URBAN INSTALLATIONS - IN AREAS WHERE LATERAL OFFSETS ARE LIMITED, A MINIMUM
LATERAL OFFSET OF 2 FEET IS DESIRABLE. A MINIMUM OFFSET OF 1 FOOT FROM THE FACE
OF THE CURB MAY BE USED IN AREAS WIHERE THE SIDEWALK WIDTH IS LIMITED OR WHERE
EXISTING POLES ARE CLOSE TO THE CURB.
FOR RURAL INSTALLATIONS-6 FEET MINIMUM DESIRABLE FROM EDGE OF SHOULDER, BUT 12
FEET MINIMUM DESIRABLE FROM EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR INTERSTATE AND FREEWAY INSTALLATIONS -6 FEET MINIMUM DESIRABLE FROM EDGE OF
SHOULDER, BUT NOTLESS THAN 12 FEET FROM THE EDGE OF TRAFFIC OR AUXILIARY LANE.
FOR RAMP INSTALLATIONS-6 FEET MINIMUM FROM EDGE OF ROAD.
WHERE BEHIND GUIDE RAIL -4 FEET MINIMUM FROM BACK OF BEAM GUIDE RAIL ELEMENT TO
SIGN POST.
PANEL SIZE
#OF
POST SIZE
PANEL SIZE
#OF
POST SIZE
(Wx H)
POSTS
(LB/ FT)
(Wx H)
POSTS
(LB/FT)
18" X 18"
1
2.5
36" X 36"
2
2.5
18" X 24"
1
2.5
36" X 48"
2
2.5
24" X 24"
1
2.5
45" x36"
2
2.5
24" x30"
1
2.5
48" X 24"
2
2.5
24" X 36"
1
2.5
48" X 36"
2
2.5
30" x24"
1
2.5
48" X 48"
2
4.0
30"x30"
1
2.5
48" X 64' X 64"
2
2.5
36" X 12"
2
2.5
BIT' X 36"
2
4.0
36" X 36" X 36"
2
2.5
48"x60"
2
4.0
30"x36"
1
4.0
60"x30'
2
4.0
BREAKAWAY SIGN SUPPORT
U-POST SELECTION TABLE
4"
r 1,4•
11,4• -[.-I -+--""T'IM-
3/8" DIA. HOLE ~
-
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2"
114" l_l
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DETAIL OF BRACKET
FOR SIDE MOUNTED SIGNS
2POST
Q
[
SIGN PANEL
Q
120% I
60%
120%1
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4"TOLERANCE-1/2"
8" DIA. SLEEVE
CONCRETE
___ U
CONCRETE
INSTALLATION
GROUT
ROCK
INSTALLATION
3POST
[
SIGN PANEL
Q
Q
Q
9.
PERMANENT SIGN SUPPORTS SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 10H 1V,
EXCEPT WIHERE GRADING OF 10H:1V CANNOT BE OBTAINED OR THE SIGN SUPPORTS WILL BE
BEHIND A TRAFFIC BARRIER. THE SLOPE SHALL EXTEND A MINIMUM OF 3 FEET BEYOND
16.7% -17
33.3%
33.3%
cl- 16.7%
THE OUTSIDE EDGE OF SIGN (SEE GRADING DETAIL FOR SLOPE TREATMENT).
10.
EXTRUDED ALUMINUM SIGN PANELS ARE NOT PERMITTED FOR USE WITH STEEL U-POST
SIGN SUPPORTS.
11.
STEEL U-POST SIGN SUPPORTS SHALL NOT BE PLACED IN FRONT OF GUIDE RAIL AND
THE POSTS MUST NOT STRADDLE GUIDE RAIL.
12.
TO EXTEND THE HEIGHT OF A SIGN POST, A MAXIMUM OF ONE SPLICE MAY BE MADE AND
MUST BE A MINIMUM OF 9 FEET FROM THE GROUNDLINE TO CENTER LINE OF SPLICE.
STEEL U-POST SPACING
FIBER WASHER
FRONT MOUNT
LOCKWASHER
318" DIAMETER
ALUMINUM PIPE
2'-0" MIN.
w
BRACKET
SIGN PANEL
ir- 2"
L II J t
ii
11
u
30" X 30"
OR
SMALLER
BREAKAWAY
STEEL Li-POST
BOLT, NUT,AND LOCK
WASHER (THRU 3RD
OR 4TH HOLES FROM
EACH END OF SPLICE
CHANNEL)
2'-0"
11
11
II
u
I I
II
I I
II
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36" x36"
OR
LARGER
, OF SPLICE --
SPLICE
CHANNEL
4LB/FT
SIGN POST
I
11
11
11
11
u
30" X 30"
OR
SMALLER
4 LB/FT
SIGN POST
EXTENSION
1" MIN.
2" MAX.
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11
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36" x36"
OR
LARGER
.,.__ 2.5 LB/FT SIGN
POST EXTENSION
I
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BOLT, NUT,
AND LOCK
WASHER
1" MIN.
2"MAX. r [.
4 LBJFT
SIGN POST
BREAKAWAY
STEEL Li-POST
LOCKWASHER
FIBER WASHER
SIDE MOUNT BRACKET
VAR.
3'
II VAR
II VAR.
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VAR.
100'-0"
100'-0"
100'-0"
EDGE OF PAVEMENT
STEEL U-POST GRADING DETAIL
SIGN POST EXTENSION SPLICE DETAILS
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BREAKAWAY BARRICADES
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WITH W1-6L (TYP)
Note: Use WHlR when
I
Constructing Other
Side of Street
I
18" MIN. DIA.
J-
6" MIN. REFLECTORIZED STRIPES
FLOURESCENT ORANGE
J-
6" MIN. REFLECTORIZED
,__ _______ __,
STRIPES WHITE
l
2· MAX. NON-REFLECTORIZED SPACE
(ORANGE)( TYP.)
,___ NON-REFLECTORIZED SPACE (ORANGE)
f----------------1-BASE DIA. MAY BE LARGER THAN TOP DIA.
4'-0"
DRUMS SHALL BE MADE OF ORANGE PLASTIC WITH A MINIMUM OF
FOUR ALTERNATE FLUORESCENT ORANGE AND WHITE
RETROREFLECTIVE STRIPES. IF THERE ARE NON-REFLECTORIZED
SPACES BETWEEN THE STRIPES, THEY SHALL BE NO MORE THAN
2" WIDE. RETROREFLECTIVE SHEETING FOR STRIPES SHALL
CONFORM WITH ASTM D 4956 TYPE VII OR VIII WITH S2
REQUIREMENTS.
THE TOP OF THE DRUM SHALL NOT BE OPEN. DRUMS SHALL BE
CONSTRUCTED TO INHIBIT ROLLING IF KNOCKED OVER.
THE REFLECTORIZED AREA OF DRUMS SHALL BE ROUND EXCEPT
THAT OTHER SHAPES, WHICH PROVIDE THE SAME VISIBILITY IS AN
18 INCH DIAMETER ROUND DRUM REGARDLESS OF
ORIENTATION, MAY BE USED.
WHEN BALLAST IS REQUIRED BY THE R.E., SAND SHALL BE USED.
THE MAXIMUM WEIGHT
OF THE BALLAST SHALL BE 50 LBS. AND BE LOCATED
APPROXIMATELY AT GROUND LEVEL
ALTERNATE TYPES OF BALLAST SHALL BE APPROVED BY THE R.E ..
NOTES:
1.
THE 9" MIN. x 48", OR 12" MAX. x 48" BARRICADE RAILS SHALL BE FABRICATED
FROM 0.125" MAX. PLASTIC SHEETING AND SHALL BE ATTACHED, 4 PER RAIL,
WITH 1 INCH NO. 14 PAN HEAD METAL SCREWS OR PLASTIC RIVETS. ALL
CORNERS SHALL BE ROUNDED.
2.
ORANGE AND SILVER (WHITE) STRIPES SHALL BE RETROREFLECTIVE
SHEETING, ASTM D 4956 TYPE Ill, AS SHOWN FOR CONSTRUCTION SIGNS.
AL TERNA TE ORANGE AND SILVER (WHITE) STRIPES 6" WIDE SLOPING
DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION TRAFFIC IS
TO PASS.
3.
IF NECESSARY, THE SANDBAGS SHALL BE FABRICATED AND PLACED
ACCORDING TO THE MANUFACTURE'$ RECOMMENDATION.
4.
THE FRAMING FOR BARRICADE PANELS SHALL BE NCHRP-350 CRASHED
TESTED AND FHWA APPROVED.
TYPE Ill BARRICADE - FRONT VIEW
GENERAL NOTES FOR SIGNS:
1.
DIMENSIONS, COLORS AND DETAILS OF VARIOUS SIZE SIGNS, AND ACCESSORY PANELS
TO FOLLOW STANDARDS IN THE CURRENT "STANDARD HIGHWAY SIGN PUBLICATION"
ANO THE CURRENT "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS
ANO HIGHWAYS".
2.
(S) REPRESENTS A SPECIAL SIZE SIGN.
3.
LETTERS ANO NUMERALS SHALL CONFORM TO THE CURRENT MANUAL, "STANDARD
ALPHABETS FOR HIGHWAY SIGNS" U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL
HIGHWAY ADMINISTRATION.
4.
THE CONTRACTOR SHALL OBTAIN THE APPROVAL OF THE ENGINEER FOR THE DISTANCE TO
BE USED ON THE ADVANCE WARNING SIGNS, AND FOR THE SPEED LIMIT TO BE USED ON
THE R2-1 SIGN.
5.
DISTANCE LEGEND SIGN NUMBER FOLLOWED BY
LETTER
DISTANCE
A
1500'
B
1000'
C
500'
D
_MILE
E _ MILES AHEAD
BACKING MATERIAL
F
AHEAD
1. ALUMINUM SHALL BE FLAT SHEET OF ALLOY 5052-H38 OR 6061-T6ALLOY, 0.100" GAUGE.
TEMPORARY SIGN SUPPORTS
1.
SIGN SUPPORTS SHALL BE OF WELL SEASONED LUMBER, S4S, FREE OF SPLITS, KNOTS AND
WARPS OR, OF STEEL COMPONENTS.
2.
WOOD POSTS SHALL HAVE A UNIFORM CROSS-SECTION AND SHALL NOT EXCEED THE
FOLLOWING DIMENSIONS FOR:
SINGLEPOST=4"x6"; TWO POSTS =3"x6" OR 4"x5"; THREEPOSTS=3"x5" OR 4"x4"
4" x 6" WOOD POSTS SHALL BE MODIFIED BY DRILLING 11/2" DIAMETER HOLES 4" AND 18"
ABOVE THE GROUND LINE AND PERPENDICULAR TO THE ROADWAY CENTERLINE.
SIGN FACES
1.
SIGN FACES SHALL BE RETROREFLECTIVE SHEETING, TYPE 11 OR IIIA, EXCEPT FOR THE W20
SERIES AND W4-2 SIGN FACES WHICH SHALL BE TYPE IV-B SHEETING.
FASTENING
1.
ALL SIGNS SHALL BE SECURELY FASTENED TO THEIR SUPPORTS WITH BOLTS, NUTS AND
WISHERS IN ACCORDANCE WITH THE SPECIFICATIONS.
§
M4 - 9X (STRAIGHT)
M4 - 9L (LEFT)
M4 - 9R (RIGHT)
30" x 24" (5 S.F.)
W99-2
48" X 48"
(16 S.F.)
llo~RII
M4 -11
30" x24"
(5 S.F.)
48" x48"
(16 S.F.)
M4 - 1 OL (LEFT)
M4 - 10R (RIGHT)
48" x 18" (6 S.F.)
W6-3
48" x48"
(16 S.F.)
[I
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(LORR)W1-6
48" x 24" (8 S.F.)
W20 - lb
48" x48"
(16 S.F.)
ROAD aOSFD
TO
THRU TRAFFlC
R11 -4
60" x30" (12.5 S.F.)
3.
NO BRACING IS PERMITTED. VERTICAL CLEARANCES FOR SIGNS MOUNTED ON WOOD
SUPPORTS SHALL BE r MINIMUM. EMBEDMENT DEPTH FOR THE WOOD POST SHALL NOT
EXCEED 3.5'.
W8-9a
W20-1A
4an x48 11
(16 S.F.)
W8-14
48" x48"
(16 S.F.)
II RO:~ II
48" x48"
4.
STEEL POSTS SHALL BE IN ACCORDANCE WITH THE STANDARD DETAIL FOR U-POST SIGN
SUPPORT.
(16 S.F.)
5. TEMPORARY SIGN SUPPORTS NOT MEETING THIS CRITERIA SHALL BE SHIELDED BY A
LONGITUDINAL BARRIER OR CRASH CUSHIONS.
,--
CURB & SIDEWALK
CONSTRUCTION AT
CURB RETURNS
APROACH LEFT
7
I
TRAFFIC DRUMS/BARRICADES
1
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CONSTRUCTION AT
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48" x 24" (8 S.F.)
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I
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CURB RETURNS
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NOTES:
1 1
1 3/4" MIN. 0.D.
-
3" T04"SPA CE
NG.
FOR HANDLI
6" SILVER ( WHITE)
ECTIVE
RETRO RE FL
SHEETING, AS1M D-4956 TYPE Ill
2" SPACE
4"SILVER (WHITE)
LECTIVE
RETROREF
SHEETING, ASTM D-4956 TYPE Ill
PLASTIC OR RUBBER,
T7LBS.
MIN. WEIGH
i--- 7 112" MIN. O.D.
I
BASE
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/M
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14" MIN.
, I
1.
TRAFFIC CONES SHALL BE PREDOMINATELY ORANGE IN COLOR.
2.
BASES MAY BE OF BREAKAWAY BALLASTED TYPE.
3.
MINOR MANUFACTURER'S VARIATIONS MAY BE ACCEPTABLE UPON
APPROVAL OF THE ENGINEER.
GENERAL NOTES
MAINTENANCE AND PROTECTION OF TRAFFIC
1. All devices and procedures for the maintenance and protection of
traffic shall be in accordance with the "Manual on Uniform Traffic
Control Devices" for streets and highways. The contractor shall
plan and carry out his work to provide for the convenient and safe
passage of all vehicular and pedestrian traffic.
2. Contractor to develop detailed maintenance and protection of traffic
plan for review by the engineer prior to construction.
3. The contractor shall follow the recommended traffic control
procedures. If the contractor desires to change the procedure, he
shall present his changes in writing to the engineer for review
There may be utility relocations, adjustments and improvements
which are necessitated by the proposed construction. The
contractor shall coordinate his work with each of the utility
companies located within the project limits.
4. The contractor is responsible for providing maintenance and
protection of traffic throughout the duration of construction.
The costs for the individual devices used to maintain and protect
traffic shall be included in the lump sum price bid for
maintenance and protection of traffic. No separate payments will
be made for relocating the devices as required, or as directed by
the municipality, during the course of construction.
5. The contractor will not be permitted to close down the entire
street. The contractor shall provide means of access at all times
for pedestrians and vehicular traffic at all private driveways and
occupied buildings affected by the work of this contract. During
construction, in the vicinity of a driveway, the access width at
the driveway entrance shall be plainly marked by lights,
barricades or other such devices approved by the municipality .
6. The contractor shall maintain at least one lane of traffic at all
times.
7. During construction, all roads shall be property maintained to
accommodate emergency vehicles at all times .
8. All barricades shall be Type Ill breakaway barricades.
9. Fill material for escape ramps shall be on-site material. All
costs for storing, placing, moving and removing fillet material
shall be included in the price bid for the various items in the
proposal.
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
NJ. LICENSE NO. 33LI00615400
NJ. LICENSE NO. 24GE0563DB00 I
NJ. LICENSE NO. 33LI00654700
INLET FILTER, TYPE 1
NOT TO SCALE
8'-0"
6" MIN.
2'-0" MIN.
2'-0"
2'-0" MIN.
6"
2'-0"
MIN.
6"
FILTER FENCE DETAIL
NOT TO SCALE
TREE PROTECTION
NOT TO SCALE
50° MAX.
SOIL STOCKPILE
NOT TO SCALE
STABILIZED CONSTRUCTION ACCESS
NOT TO SCALE
NOTES:
1. APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION.
ENTRANCE AND PUBLIC R.O.W. MUST BE PROVIDED.
2. THE RATIO OF STONE SIZE TO WIDTH MUST BE 9:27.
NOT TO SCALE
STABILIZED CONSTRUCTION PAD
WIDTH
DUST CONTROL NOTES
BERGEN COUNTY SOIL
CONSERVATION DISTRICT
SOIL EROSION & SEDIMENT
CONTROL NOTES
JUTE MATTING EROSION CONTROL
NOTES:
1. UNROLL JUTE MATTING PARALLEL TO FLOW DIRECTION AND
ANCHOR WITHOUT STRETCHING.
2. SPREAD THE MATTING EVENLY AND SMOOTHLY, IN CONTACT
WITH
THE SEEDING AND MULCH AT ALL POINTS.
3. BURY THE UPCHANNEL END OF EACH MATTING LENGTH IN A
VERTICAL 6-INCH SLOT, THEN BACKFILL AND TAMP.
4. OVERLAP SUBSEQUENT UPCHANNEL SECTION 12".
5. WHERE TWO OR MORE WIDTHS ARE PLACED SIDE BY SIDE,
OVERLAP
THE EDGES BY NOT LESS THAN 4", THEN STAPLE ALONG THE
OVERLAP
AT 3' INTERVALS.
6. STAPLE UNLAPPED EDGE AND CENTER FLOWLINE AT 6'
INTERVALS.
7. NO. 8 GAGE STEEL WIRE STAPLES FOR ANCHORING, AND BENT
U-SHAPED WITH A THROAT WIDTH OF 1 TO 2", WITH AN
EFFECTIVE DRIVING DEPTH OF NOT LESS THAN 8" SHOULD BE
USED.
MAINTENANCE:
1. SEDIMENT ACCUMULATION IN THE NETTING SHALL BE
INSPECTED
ONCE EVERY WEEK OR AFTER EVERY STORM EVENT, WHICHEVER
IS COMES FIRST.
2. JUTE MATTING WILL BE CLEANED WHEN CLOGGED WITH
SEDIMENTS TO KEEP THE MATTING FUNCTIONAL.
3. REFILL NETTING WITH SEED AND MULCH AS NEEDED.
4. ADHERE TO ANY MANUFACTURER'S RECOMMENDATIONS FOR
REPLACING JUTE MATTING DUE TO WEATHERING.
NOTE:
1. INSTALL JUTE MATTING/EROSION
CONTROL MATTING AS SHOWN
OR APPROVED EQUAL SLOPE
PROTECTION ON ANY 3:1 OR GREATER
SLOPES THAT ARE DISTURBED AND/OR
CONSTRUCTED
VERTICAL 6"
SLOT
TOPSOIL
RESTORATION
JUTE MATTING
(NETTING)
UPCHANNEL SECTIONS
SIDE BY SIDE SECTIONS
FLOW
FLOW
NOT TO SCALE
CONSTRUCTION
DETAILS II
8.01
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS II Plotted: Tuesday, January 27, 2026 11:57:04 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
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 UNROTTED STRAW AT A RATE OF 2
TONS PER ACRE ANCHORED BY APPROVED METHODS (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 ORA SUITABLE EQUIVALENT,AT A RATE
OF 2 TONS PER ACRE, ACCORDING TO THE NJ STANDARDS.
4.
STABILIZATION SPECIFICATIONS:
A.
TEMPORARY SEEDING AND MULCHING:
• GROUND LIME STONE -APPLIED UNIFORMLY ACCORDING TO SOIL TEST RECOMMENDATIONS.
• FERTILIZER - APPLY 11 lbs./1,000 SF OF 10-20-10 OF EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN
(UNLESS A SOIL TEST
INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4"
•SEED-PERENNIAL RYEGRASS 100 lbs./ACRE (2.3 lbs./1,000 SF) OR OTHER APPROVED SEEDS; PLANT BETWEEN
MARCH 1 AND
MAY 15, OR BETWEEN AUGUST 15 AND OCTOBER 1
• MULCH -UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 lbs./1,000 SF TO BE APPLIED TO ACHIEVE 95% SOIL
SURFACE
COVERAGE. MULCH SHALL BE ANCHORED 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", A MINIMUM OF 4" FIRMED IN PLACE IS REQUIRED.
• GROUND LIMESTONE -APPLIED UNIFORMLY ACCORDING TO TEST RECOMMENDATIONS
•FERTILIZER-APPLY 11 lbsJ1,000 SF OF 10-10-10 OR EQUIVALENT WITH 50% WATER INSOLUBLE NITROGEN
(UNLESS A SOIL TEST
INDICATES OTHERWISE) WORKED INTO THE SOIL A MINIMUM OF 4".
• SEED -TURF TYPE TALL FESCUE (BLEND OF 3 CULTIVARS) 350 lbs./ACRE (8 lbs./1,000 SF) OR OTHER APPROVED
SEEDS; PLANT
BETWEEN MARCH 1 AND OCTOBER 1 (SUMMER SEEDINGS REQUIRE IRRIGATION).
• MULCH - UNROTTED STRAW OR HAY AT A RATE OF 70 TO 90 lbs./1,000 SF TO BE APPLIED TO ACHIEVE 95% SOIL
SURFACE
COVERAGE. MULCH SHALL BE ANCHORED BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING,
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" - 2½' 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" - 2½" 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 28-1 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.
DEFINITION
THE CONTROL OF DUST ON CONSTRUCTION SITES AND ROADS.
PURPOSE
TO PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, REDUCE ON-AND OFF-SITE DAMAGE AND HEALTH HAZARDS,
AND IMPROVE TRAFFIC SAFETY.
WHERE APPLICABLE
THIS PRACTICE IS APPLICABLE TO AREAS SUBJECT TO DUST BLOWING AND MOVEMENT WHERE ON-AND OFF-SITE DAMAGE IS LIKELY WITHOUT
TREATMENT. CONSULT WITH LOCAL MUNICIPAL ORDINANCES ON ANY RESTRICTIONS.
WATER QUALITY ENHANCEMENT
SEDIMENTS DEPOSITED AS "DUST" ARE OFTEN FINE COLLOIDAL MATERIAL WHICH IS EXTREMELY DIFFICULT TO REMOVE FROM WATER ONCE IT
BECOMES SUSPENDED. USE OF THIS STANDARD WILL HELP TO CONTROL THE GENERATION OF DUST FROM CONSTRUCTION SITES AND
SUBSEQUENT BLOWING AND DEPOSITION INTO LOCAL SURFACE WATER RESOURCES.
PLANNING CRITERIA
THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST:
MULCHES- SEE STANDARDS FOR STABILIZATION WITH MULCHES ONLY (p. 5-1).
VEGETATIVE COVER - SEE STANDARDS FOR TEMPORARY VEGETATIVE COVER (p. 7-1 ), PERMANENT VEGETATIVE COVER (p. 4-1 ), AND
PERMANENT STABILIZATION WITH SOD (p. 6-1 ).
SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.
DUST CONTROL MATERIALS
WATER
APPLY
DILUTION
TYPE OF NOZZLE
GALLON/ACRE
ANIONIC ASPHALT EMULSION
7:1
COARSE SPRAY
1,200
LATEX EMULSION
12.5:1
FINE SPRAY
235
RESIN IN WATER
4:1
FINE SPRAY
300
POLYACRYLAMIDE (PAM)-SPRAY ON
APPLY ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS
POLYACRYLAMIDE (PAM)- DRY SPREAD
TO FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS.
SEE SEDIMENT BASIN STANDARD, D. 26-1
ACIDULATED SOY BEAN SOAP STICK
NONE
COARSE SPRAY
1,200
TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE
USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12
INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.
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 CAN BE 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 IBROUGH COMMONLY USED
SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED
ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS OR ACCUMULATION
AROUND PLANTS.
STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL
2X6 WIRED GRATE
FILTER FABRIC
CUT SLIT IN FABRIC (TYP.)
WIRE
EXISTING INLET FLAT GRATE
(NO CURB PIECE)
I
I
A
MOLD WELDED WIRE
SUPPORT AROUND
INLET FRAME AND
GRATE. EXTEND
6' MIN. AT SIDES
I
: LUMBER LAID FLAT
I ORONEDGE
PLACE LUMBER IN HEMMED GEOTEXTILE
SLEEVE OR WRAP GEOTEXTILE AROUND
LUMBER, LAD FLAT OR ON EDGE, AND PLACE
AGAINST VERTICAL FACE OF CURB PIECE.
DO NOT COMPLETELY BLOCK VERTICAL
OPENING. ALLOW FOR FLOOD OVERFLOW.
I
I MISSING BLOCK
l '
) OR HOLE
HOLD LUMBER
AGAINST CURB
WITH NO. 2 COARSE
AGGREGATE
CURB PIECE OPENING
HEMMED SLEEVE
FOR LUMBER
NOTE:
'
/
'
/
'
/
AIFTER INSTALLATION OF',
_,, _,,
GEOTEXTILE, BACKFILL
' -.J.,. _,,
WITH N0.2 COARSE AGGREGATE TO SECURE
GEOTEXTILE TO WELDED WIRE SUPPORT.
REMOVE ONE
BLOCK OR MAKE 6'
DIAMETER HOLE
INLET CASTING
WIRE MESH
GEOTEXTILE
N0.2
AGGREGATE
GEOTEXTILE SLEEVE _
___,,,
EXTENDS 6" OUTSIDE
INSERT REBAR INTO SLEEVE
PRIOR TO REMOVAL
~--SIDEWALL
OF GA TE FRAME
EXISTING INLET WITH CURB PIECE
ExisUng Ground
Exisllng Ground
25'R
ti:=]
25'R
PLAN VIEW
50' OR GREATER AS REQ'D.
SECTION A-A
OF INLET
NEW CONSTRUCTION
PUBLICR.O.W
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
=
ENTRANCE AND PUBLIC R.O.W.
PROFILE
NOTES:
1.
PLACE STABILIZED CONSTRUCTION ENTRANCE AT LDCATIDN(S) AS SHOWN ON THE SOIL EROSION AND SEDIMENT CONTROL PLAN.
2.
STONE SIZE SHALL BE ASTM C-33, SIZE N0.2 DR 3, CRUSHED STONE.
3.
THE THICKNESS OF THE STABILIZED CONSTRUCTION ENTRANCE SHALL NOT BE LESS THAN 6".
4.
THE WIDTH AT THE EXIST. PAVEMENT SHALL NOT BE LESS THAN THE FULL WIDTH OF POINTS OF INGRESS AND EGRESS.
5.
THE STAB. CONST. ENT. SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING DR FLOWING OF SEDIMENT ONTO THE
R.O.W.IPAVEMENT. THIS REQUIRES PERIODIC TOP DRESSING WITH ADDITIONAL STONE DR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT.
6.
ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO THE PUBLIC ROAfJWAY MUST BE REMOVED IMMEDIATELY.
7.
APPROPRIATE TRANSITION BETWEEN STAB. CONST. ENT. & PUBLIC R.O.W. MUST BE PROVIDED.
8.
THE RATIO OF STONE SIZE TD WIDTH MUST BE 9:27.
PERCENT SLOPE OF ROADWAY
LENGTH OF STONE REQUIRED
COARSE GRAINED SOILS
FINED GRAINED SOILS
0TO2%
50 FT.
100 FT.
2TO5%
100 FT.
200 FT.
>5%
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE'
* AS PRESCIBED BY LOCAL ORDINANCE OR OTI-IER GOVERNING AUTHORITY.
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NOTES:
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11 MI N.
RLAP
OVE
IMPERVIOUS SURFACE
OR PLASTIC MEMBRANE
WEIGHTS AS REQUIRED FOR
MEMBRANE STABILITY (TYP.)
40 MIL POLYETHYLENE MEMBRANE
HAY BALES TO FULLY
SURROUND STOCKPILE
1. FOR NON-CONTAMINATED SOIL, SURROUND STOCKPILE WITH SILT FENCE.
NO COVER REQUIRED
DRAWSTRING RUNNING THROUGH
FABRIC ALONG TOP OF FENCE
SYNTHETIC FILTER
FABRIC
FRONT ELEVATION
FABRIC SECURED TO POST
WITH METAL FASTENERS
AND REINFORCEMENT
BETWEEN FASTENER AND
FABRIC
WATER FLOW-~
SILT
GROUND LINE
I
DIG 6" WIDE AND 6" DEEP
TRENCH, BURY BOTTOM
FLAP, TAMP IN PLACE
SIDE ELEVATION
INLET PROTECTION STANDARDS
DEFINITION
A TEMPORARY BARRIER AND SETTLING FACILITY INSTALLED AT A STORM SEWER INLET.
PURPOSE
THE PURPOSE OF STORM SEWER INLET PROTECTION IS TO INTERCEPT AND RETAIN SEDIMENT, THUS PREVENTING THE ENTRANCE
OF SEDIMENT INTO THE STORM SEWER SYSTEM.
CONDITIONS WHERE PRACTICE APPLIES
1.
CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR LESS
2.
A STORM SEWER OR rnE OUTLET CHANNEL OF A STORM SEWER NEEDS PROTECTION FROM SEDIMENT.
3.
TIWFIC WILL NOT DESTROY OR CAUSE CONSTANT MAINTENANCE OF THE STORM SEWER INLET PROTECTION.
4.
A TRAFFIC HAZARD WILL NOT BE CREATED.
5.
A FLOODING PROBLEM WILL NOT BE CREATED.
WATER QUALITY ENHANCEMENT
THE PRIMARY BENEFIT TO WATER QUALITY IS REMOVAL OF SEDIMENT FROM STORMWATER RUNOFF PRIOR TO ENTERING THE
STORM SEWER SYSTEM. AS AN ADDED BENEFIT, OTHER FLOAT ABLE DEBRIS, SUCH AS VEGETATIVE MATTER AND LITTER MAY ALSO
BE FILTERED OUT OF THE RUNOFF.
DESIGN CRITERIA
THE FOLLOWING APPLIES TO ALL METHODS OF STORM SEWER INLET PROTECTION
1.
MUST SLOW THE STORM WATER, PROVIDE THE COARSE SEDIMENT PARTICLES A CHANCE TO SETTLE, AND
PROVIDE AN AREA TO RETAIN THE PARTICLES THAT HAVE SEffiED.
2.
IN ALL CASES, rnE INLET PROTECTION SHOULD NOT COMPLETELY CLOSE OFF THE INLET.
3.
THE PROTECTION DEVICE WILL BE DESIGNED TO CAPTURE OR FILTER RUNOFF FROM THE 1 YEAR, 24 HOUR
STORM EVENT AND SHALL SAFELY CONVEY HIGHER FLOWS DIRECT!. Y INTO THE STORM SEWER SYSTEM
OTHER METHODS THAT ACCOMPLISH THE PURPOSE OF STORM SEWER INLET PROTECTION MAY BE USED IF APPROVED BYTHE
SOIL CONSERVATION DISTRICT.
INSPECTIONS SHALL BE FREQUENT. MAINTENANCE, REPAIR, AND REPLACEMENT SHALL BE MADE PROMPTLY, AS NEEDED. THE
BARRIER SHALL BE REMOVED WHEN THE AREA DRAINING TOWARD THE INLET HAS BEEN STABILIZED.
4' WOOD SNOW FENCE OR PLASTIC
CONSTRUCTION FENCE SECURED TO
METAL POSTS SPACED MAXIMUM 8' ON
CENTER. FENCE TO BE PLACED AT THE
AVERAGE LIMIT OF BRANCHES
NOTES:
--
1. CONSTRUCTION EQUIPMENT OF ANY KIND IS TO BE PROHIBITED FROM DRIVING AND/OR PARKING UNDER
TREES. THE STOCKPILE OF CONSTRUCTION MATERIAL SHALL BE PROHIBITED FROM BEING STORED UNDER
ANY TREES.
STONE SIZE
/ /;/ / / /;/ / / /;/ ~~ ;/ / / /;/ / / /;/ / / /;/ /.
MIRAFI 100X
FILTER FABRIC
EXISTING GROUND
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
N.J. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI006547DO
RESET CASTINGS
NOT TO SCALE
NOT TO SCALE
9" X 18" CONCRETE VERTICAL CURB
18"
6"
2'-0"
9"
1/2"
6"
1"
NOT TO SCALE
4" THICK CONCRETE SIDEWALK
4"
4"
SIZE PER PLAN
5'
10'
CONCRETE SIDEWALK
REINFORCED, 6" THICK
NOT TO SCALE
END TREATMENT FOR MILLING OPERATION
NOT TO SCALE
SOD PLANTING
NOT TO SCALE
ASPHALT SIDEWALK
NOT TO SCALE
CHAIN LINK FENCE
NOT TO SCALE
BRACE BAND
DIAGONAL BRACE ROD
3
18" x 3
4" FOR 20' H
END OR CORNER POST
14"x 3 4" STRETCHER BAR
2"
SEE TABLE
4"
10' POST SPACING
12" DIA.
1" MAX
SEE CHART
1"x 12" STRETCHER BAR
BAND WITH 14" CARRIAGE BOLT
FABRIC FLUSH WITH
TOP OF UPPER RAIL
1 58" TOP RAIL
SPRING EXPANSION COUPLINGS
30' O.C. EACH HORIZONTAL RAIL
FABRIC TIES
2" MESH, #9 GAUGE
STEEL WOVEN WIRE
FABRIC
LINE POST
1 58" BOTTOM RAIL
SEE TABLE
12" DIA.
4"
24"
CLEAN FILL MIN.
NOTE:
1. FOR GATES LARGER THAN 4'-0" INSTALL DIAGONAL BRACING WITH
TURNBUCKLE.
5' OR 6' GATE OPENING
5' OR 6' GATE OPENING
12" DIA.
3' MIN.
PER PLAN
CLASS "D" CONC.
FOOTING
PLUG END OF PIPE TYP.
1" X 3/4" STRETCHER BAR
3" O.D. PVC COATED
END POST
1" x 1/2" STRETCHER
BAR BAND WITH 1/4"
BOLT
2 1/2" O.D. PVC
COATED PIPE
2" MESH #9 GAUGE
STEEL WOVEN WIRE
FABRIC (PVC COATING)
1/2" TRUSS ROD W/
TRUSS ROD TIGHTENER
3 HINGES EACH GATE
POST CAPS
TOP RAIL, BRACE RAIL, AND BOTTOM RAIL OF FRAME 1
5/8" O.D. PVC COATED PIPE
PADLOCK DROP LATCH AND CATCH
FABRIC TIES #9 GAUGE WIRE 12" APART MAX.
DOUBLE - LEAF SWING GATE
NOT TO SCALE
CLEAN FILL
24" MIN. (TYP.)
NOTE:
1. FOR GATES LARGER THAN 4'-0" INSTALL DIAGONAL BRACING WITH
TURNBUCKLE.
5' GATE OPENING
12" DIA.
3' MIN.
PER PLAN
CLASS "D" CONC.
FOOTING
PLUG END OF PIPE TYP.
1" X 3/4" STRETCHER BAR
3" O.D. PVC COATED
END POST
1" x 1/2" STRETCHER
BAR BAND WITH 1/4"
BOLT
2 1/2" O.D. PVC
COATED PIPE
2" MESH #9 GAUGE
STEEL WOVEN WIRE
FABRIC (PVC COATING)
1/2" TRUSS ROD W/
TRUSS ROD TIGHTENER
3 HINGES EACH GATE
POST CAPS
TOP RAIL, BRACE RAIL, AND BOTTOM RAIL
OF FRAME 1 5/8" O.D. PVC COATED PIPE
PADLOCK DROP LATCH AND CATCH
FABRIC TIES #9 GAUGE WIRE 12" APART MAX.
SINGLE - LEAF SWING GATE
NOT TO SCALE
CLEAN FILL
24" MIN. (TYP.)
SILT SOCK DETAIL
NOT TO SCALE
WOODEN STAKES PLACED 10' O.C.
8-9" DIAMETER SALT SOCK
(ALSO AVAILABLE IN 12",
18" & 24" DIAMETER)
AREA TO BE PROTECTED
DISTURBED AREA
3:1 MAX SLOPE
1.
A SLIGHT ENTRENCHMENT MAY BE REQUIRED ON
STEEPER SLOPES TO ENSURE INTIMATE GROUND
CONTACT.
2.
REMOVE SEDIMENT FROM THE UPSLOPE SIDE OF
THE SILT SOCK WHEN ACCUMULATION HAS
REACHED 1
2 OF EFFECTIVE HEIGHT OF SOCK
3.
LOOSE FILTER MEDIA MAY BE BACKFILLED ON
THE UPSLOPE SIDE OF SOCK TO ENHANCE
PERFORMANCE
4.
HARDWOOD STAKES 2"x2"x24" (NOMINAL) ARE
SUGGESTED
10-12" DEEP (MIN)
TRENCH IF NECESSARY
TO ELIMINATE
UNDERFLOW
STAKE BEHIND, THROUGH, OR
CROSS TO HOLD SECURELY
TO GROUND
INSTALL SILT SOCK PERPENDICULAR TO FLOW
WITH ENDS CURLED SLIGHTLY UPSTREAM TO
PREVENT HIGH WATER FROM GOING AROUND
THE ENDS. SLOW AND SPREAD WATER TO
REDUCE CHANNELING AND EROSION
SLOPE OF INTERRUPTION
PERIMETER CONTROL & OVERLAPPING
DITCH CHECK
PYRAMID INSTALLATION STAKING
1.
THESE GUIDELINES ARE BASED UPON MANUFACTURERS RECOMMENDATIONS.
PROJECT SPECIFICATIONS MAY SUPERSEDE THESE GUIDELINES.
2.
REFER TO REGULATORY AUTHORITY OR PROJECT ENGINEER FOR DETAILED
INSTALLATION PROCEDURES.
3.
WOOD FILLER MATERIAL IS PROPERLY SIZED. BIODEGRADABLE WEED. SEED &
DISEASE FREE AND ENVIRONMENTALLY SOUND.
A PYRAMID OF SMALLER DIAMETER SILT
SOCKS WILL INCREASE THE EFFECTIVE
HEIGHT OF THE DEVICE WHEN LARGER
DIAMETER SOCKS ARE NOT READILY
AVAILABLE OR EASY TO INSTALL
(SOCKS
SQUEEZED)
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
FLOW
SANDBAG OR BLOCK
STAKE OR SANDBAG
SANDBAG OR BLOCK
SANDBAG
OR BLOCK
T-POSTS OR STAKES
10"-12" DEEP
NOTE OVERLAP
BASED ON FLOW
DIRECTION
FLOW 45° - 90°
STAKE
STAKE
STAKE
CURL UPHILL WHEN FLOW IS
LESS THAN 45°
1-2' OVERLAP
RECOMMENDED
ON SLOPES
IF GUARD BAR IS NOT AVAILABLE.
USE A CONCRETE BLOCK
SANDBAG OR BLOCK
INLET PROTECTION
TEMPORARY CONSTRUCTION FENCE
NOT TO SCALE
CONSTRUCTION
DETAILS III
8.02
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS III Plotted: Tuesday, January 27, 2026 11:57:16 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
FILL ALL HOLES IN CMU BLOCK
WITH CONCRETE
CONSTRUCTION FENCE
CONCRETE BRACING DETAIL
12''W X 16L • X 8" CMU BLOCK
~
Drive Posts Tied To
Panels With Ties/ Clomped
DRIVEN BRACE
.£ 1
Minimum
...L
NOTE:
1. CONSTRUCTION FENCE SHALL BE 8' HIGH WITH DRIVEN POSTS AS SHOWN OR APPROVED EQUAL.
2. FENCE SHALL BE INSTALLED WITH 0% VISIBIL 1Y WIND SCREENING AS SHOWN OR APPROVED EQUAL.
3. CONCRETE BRACING SHALL BE AS SHOWN OR APPROVED EQUAi.
4. SHOP DRAWINGS SHALL BE PROVIDED PRIOR TO CONSTRUCTION.
6. LOCATION OF FENCING IS APPROXIMATE AND SHALL BE APPROVED BY THE OWNER AND PROJECT ENGINEER PRIOR TO
INSTALLATION.
LIMIT OF MILLING OPERATION -------j
MILLED AREA
SEE NOTE
EXISTING PAVEMENT
NOTE:
REMOVE THE HMA MATERIAL LEFT BY THE DRUM RADIUS AT THE LIMITS OF THE MILLING OPERATION, ENSURE
THAT THE FACE IS CLEAN AND VERTICAL BY SAWCUTTING OR TRANSVERSE MILLING. THIS END TREATMENT
IS NOT APPLICABLE TO ALL AREAS WHERE THE COMPLETED MILLING OPERATION MATCHES ANY EXISTING
PAVEMENT, INCLUDING BRIDGES.
CD-401-1.2
CLASS "B" CONCRETE
CLASS"B"CONCRETE
1" DEEP
CONTRACTION
JOINT
SLOPE
1/4" PER FT.
-
r:--:-'"-=~-.;--r
•• -:-
. ---l.::-:-
.. 7""
..-. ~-..::----,
.
_J_
•. -:-4· ,. •
•
•
''
•.
•···. :. ' · ..• • _•..
. -+
4000 P.S.I.
CONCRETE
EXPANSION
JOINT WITH
JOINT FILLER
NOTES:
PLAN VIEW
. 4 .. ,
.. .
. . •
...
3/4" CRUSHED STONE OR
GRANULAIR SUBGRADE
~- UNDISTURBED SOIL OR
COMPACTEDSUBGRADE
SECTION VIEW
t
1. UNIT PRICE FOR SIDEWALK INCLUDES EXCAVATION, GRADING, CONCRETE REMOVAL,CONC. SAWCUTTING AND DISPOSAL, AND D.G.A.
2. EXISTING GREEN BELT MATERIALS (GRASS, BRICK.CONCRETE, ETC.) TO BE REPLACED WITH SAME MATERIAL UNLESS OTHERWISE
APPROVED OR DIRECTED BY THE BOROUGH ENGINEER
3. PAY LIMIT FOR TOPSOIL, SEED, & MULCHING IS AS SHOWN ON PLAN OR AS DIRECTED BY THE ENGINEER.
R=½"
NOTES:
<J
<1 .
<J
<1
•• Ll CONCRETE
CLASS·B
. <J
<1
R=1¼"
ROADWAY REPAIR STRIP
JOINT SEALER
2" HMA SURFACE COURSE, MIX 9.5M64
4" HMA BASE COURSE, MIX 19M64
6" DGA BASE COURSE
_.---- DEPTH OF JOINT FILLER STRIP EQUAL TO THE
THICKNESS OF THE PAVEMENT LESS THAN 1/2"
r----SAWCUT EXIST PAVEMENT
<Jtt--------1--THIS FACE MAY BE CONSTRUCTED ON SAME BATTER AS UPPER
FACE WHEN CURB IS CONSTRUCTED ADJA- CENT TO
BITUMINOUS PAVEMENT
1/2" PREFORMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED
BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE
TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20 FT. APART AND SHALL BE FILLED WITH PREFORMED
BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED 1/4" IN FROM FRONT FACE AND TOP OF CURB.
EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR CURB.
12"
1YP.
CURB
SURFACE COURSE
c:::::::a
c:::::::I ii=i c:::::::a
INLET
NOTES:
FILL TO TOP OF BASE
COURSE WITH CLASS
'B' CONG. ---~
~-+-+-- ADJUST TO GRADE
WITH COURSES OF
CONG. BLOCK OR
BRICKS
TEMPORARY
BITUMINOUS CONG. 6'
DIA AIROUND M.H. HEAD
MANHOLE
1. BICYCLE SAFE1Y GRATES FOR INLETS TO BE CAMPBELL FOUNDRY COMPANY
BICYCLE 1YPE GRATE OR APPROVED EQUIVALENT. ALL CASTINGS TO BE
MADE IN THE U.S.A. AS PER LOCAL, STATE, AND FEDERAL REQUIREMENTS.
4" THICK HOT MIX ASPHALT SURFACE
COURSE (MIX 9.5 M64)
6" OF DENSE GRADED AGGREGATE
THOROUGHLY COMPACTED
SUB-GRADE
SOD, AS SPECIFIED, TO BE
LAID AND ROLLED ON.
GRADED AND FINE RAKED
TOPSOIL SURFACE.
FINISHED GRADE
EXISTING SOIL
2 1/2" CLEAIR FROM SURFACE OF
CONCRETE TO WIRE MESH
REINFORCING WIRE MESH 6 X 6 #8
('11.2.9/W,2,9)
6" THICK CLASS "B" CONCRETE
(4000 PSI)
4" THICK AGGREGATE BASE COURSE
THOROUGHLY COMPACTED
SUB-GRADE
I
I
I
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FENCE HEIGHT
NOMINAL
HEIGlfT
4'-0"
6'-0"
B'-0"
20'-0'
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END & CORNER POSTS
LINE POSTS
MID-RAIL
BAR LENGTH
HEIGHT A.BOVE GRADE
SIZE
FOOTING
BAR LENGTH
HEIGHT ABOVE GRADE
SIZE
FOOTIN(
SIZE
(D~.)
DEPlH
(DIA)
DEPlH
(D~.)
7'-rr
4'-0 5/8'
3"
3'-0"
NJ'
3'-B 7/B'
2.5'
3'-0'
NIA
9'-rr
6'-0 5/8'
3"
3'-0"
•-(/'
5'-6 7/8'
2.5'
3'-0'
1-618"
11'-0"
B'-0 5/8'
3"
3'-0"
11'-0"
r-a 11B'
2.5'
3'-0'
,_ ...
24'-0"
24'-0 5/8'
,.
4'-0"
24'-0"
19'-8 7/8'
3.5'
4'-0'
1-5J8' (2)
NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
N.J. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI006547DO
PAY LIMIT PIPE O.D. + 3' MAX.
3/4" CLEAN STONE
VARIES
UNDISTURBED GROUND
6"
COMPACTED BACKFILL
AS APPROVED BY THE ENGINEER
NOT TO SCALE
TRENCH FOR STORM SEWER
UNDERGROUND ELECTRICAL CONDUIT
NOT TO SCALE
FINAL GRADE
WARNING TAPE
UNDISTURBED GROUND
BACKFILL
#4 REINFORCING BAR
CONDUIT SPACER 3" SEPARATION.
PROVIDE AT 7' INTERVALS
TRENCH WALL
FULL CONCRETE
ENCASEMENT
1" RGS DUCTS TYPICAL
PADS
REINFORCING BARS
DRIVEN 12" INTO
TRENCH BOTTOM
±24"
3" MINIMUM CONCRETE
YARD INLET (STORMWATER
CLEANOUT)
NOT TO SCALE
"TERMINAL" FRAME DETAIL
"THROUGH"GRATE DETAIL
SECTION B-B
SECTION A-A
PEDESTRIAN GRATE 24" X 24" INLET
NOT TO SCALE
21.4"
30.5"
4.0"
24.3"
1.5"
25.4"
21.4"
3.3"
23.8"
0.8"
0.5"
1.3"
1.0"
GENERAL NOTES:
1.
GRATE DESIGNED FOR ADA REQUIREMENTS.
ENGINEER FOR ALL PROPOSED PRECAST STRUCTURES THREE (3) WEEKS PRIOR TO CONSTRUCTION.
3) SHOP DRAWINGS MUST BE SUBMITTED BY A NEW JERSEY PROFESSIONALLY LICENSED
2) COST FOR FRAME AND COVER ARE INCLUDED IN THE BID PRICE FOR THE STRUCTURE.
1) ALL PIPES ARE TO BE CUT FLUSH WITH STRUCTURE WALL.
NOTE
MANHOLE FRAME & COVER (CAMPBELL
FOUNDRY NO. 1204 OR APPROVED EQUAL)
SPIGOT & BELL
REINFORCEMENT
PRECAST BASE SECTION TO
CONFORM TO THE
REQUIRMENTS OF PRECAST
REINFORCEMENT CONCRETE
MANHOLE RISERS AND TOPS
A.S.T.M. DESIGNATION
C-478-68.
COVER SHALL HAVE THE
WORD "STORM" AS PER
PLAN
3' PRECAST REINFORCED CONCRETE
MANHOLE CONE OR FLAT SLAB TOP
PRECAST REINFORCED CONCRETE
MANHOLE RISERS - 1 FT., 2 FT., 3 FT.
OR 4 FT. LENGTHS AS REQUIRED
PRECAST REINFORCED CONCRETE BASE
CLASS C CONCRETE CAST IN PLACE
6" COARSE AGGREGATE SIZE NO. 57
REINFORCEMENT STEEL AS PER
A.S.T.M. C478
"O" RING RUBBER GASKET
JOINT IN ACCORDANCE
WITH A.S.T.M. SPEC. C 361
PRECAST CONCRETE MANHOLE
CLEAN FILL
12 in MIN. (TYP.)
CLEAN
FILL
CLEAN
FILL
CLEAN FILL
24" MIN. (TYP.)
NOT TO SCALE
DOGHOUSE MANHOLE
NOT TO SCALE
NON-SHRINK GROUT
SEAL DETAIL
NON-SHRINK GROUT
SEALER AND WRAPPER
SECTION A-A INSET
SEE STD. M.H. DETAIL
SECTION A-A
BENCH
SECTION B-B
UNDISTURBED GROUND
BENCH
PLAN
3"
6" MAX.
SEE INSET
B
B
A
A
EXISTING STORM SEWER
EXISTING STORM SEWER
TO BE REMOVED WHEN
ORDERED
DOGHOUSE M.H.
OPENING
1"X1" JOINT SEALER
(EQUAL TO IGAS BY
SIKA CHEM. CORP.)
SEE SEAL
DETAIL
EXISTING SEWER
#4 AT 10" BOTH WAYS
TOP AND BOTTOM
KEY STD. M.H. SECT.
EXCEPT UNDER
EXISTING PIPE
STD. PRECAST RISER SECTIONS
M.H. RUNGS 12" O.C.
1" FLEXIBLE WRAPPING
(EQUAL TO CEMETONE
BY SERVICISED
PRODUCTS INC.)
8" SLAB
BASE
SELECT DESIRED MODEL:
MODEL 1400-06 - 6' BENCH W/ BACK REST (378 LBS)
SPECIFICATIONS:
THE END FRAME ARE 1 1/2" EXTRUDED ALUMINUM & THE SEAT FRAMES CONSIST OF WELDED 1 3/8" O.D. STEEL PIPE. THE PLANKS ARE
2" X 4" NOMINAL RECYCLED PLASTIC & SPACED APPROXIMATELY 1/4" APART. THE BENCH SHIPS IN THREE PIECES INCLUDING TWO
END FRAMES & WITH THE PLANKS ALREADY INSTALLED ON THE SEAT FRAME STRUCTURE.
PERSPECTIVE
FRONT VIEW
SIDE VIEW
MODEL 1400-08 - 8' BENCH W/ BACK REST (425 LBS)
72" OR 96"
18 1/8"
24 3/8"
35 1/2"
OR APPROVED EQUAL
BENCH, 6'
NOT TO SCALE
NOTES:
1. THE BENCH SHALL BE THE LINCOLN CURVED BACK BENCH, MODEL NO. 1400-06, AS DISTRIBUTED BY PATTERSON-WILLIAMS
ATHLETIC MFG. CO., 2 INDUSTRIAL DRIVE, PO BOX 1290, SALEM, IL 62881, OR APPROVED EQUAL.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. DO NOT SCALE DRAWING.
4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
RAIN DIVERTER VALVE
NOT TO SCALE
JUNCTION BOX
12 7/8"
14 3/4"
12"
1"
12 7/8"
12"
12"
14 3/4"
NOTES
1. BOX EQUIVALENT TO QUAZITE
#PC1212BG12
2. BOX EQUIVALENT TO QUAZITE
#PC1212DG12
3. H.D. COVER EQUIVALENT TO
QUAZITE #PC1212HG0046
("TRAFFIC SIGNAL" LOGO)
4. CONDUIT ENTRIES OR OTHER
HOLES IN THESE BOXES ARE
TO BE MADE USING
HYDRAULIC PUNCH WITH
STANDARD, NOT "SLUG
SPLITTER" DIES, CARBIDE
TIPPED HOLE SAWS AND / OR
DRILLS.
ISOMETRIC VIEW
13 1/4"
3/4"
1/2" X 2 1/2" PULL SLOT
SKID RESISTANT SURFACE
3/8 - 16 UNC X 1 1/4"
S/STL HEX HEAD BOLT
WITH WASHER AND NEO
PRENE GROMMET TYP - 4
PLACES
GASKET
NOT TO SCALE
5/8"
HOLE
5"
18"
40" STANDARD ADULT HEIGHT
27"
4"
TOP VIEW
ACCESS DOOR
ELEVATION
8 1/2"
7 3/4"
ACCESS
DOOR
6"
10"
1/2" x 12" ZINC PLATED ROD
SPOT WELD
OPTIONAL INTERNAL
SURFACE MOUNT
1 1/2" PVC
BY OTHERS
WATER
BY OTHERS
DRAIN
LINE
3/8" NYLON REINFORCED
NYLONBRAID TUBING W/
1/2" MIP (SUPPLY WATER)
NOTES:
1. MEETS ADA REGULATIONS.
2. OPTIONAL STAINLESS STEEL SURFACE CARRIER
RECOMMENDED.
3. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS,
ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN
PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS
DRAWING MAY NOT BE USED FOR CONSTRUCTION.
6. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT
THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND
APPROVED BY THE PRODUCT MANUFACTURER TO BE
CONSIDERED ACCURATE.
WATER FOUNTAIN
NOT TO SCALE
RETAINING WALL CONSTRUCTION
NOT TO SCALE
4'-0"
3'-0"
1'-0"
VARIES
3'-0"
2"
3"
VARIES
1'-0"
CONSTRUCTION
DETAILS IV
8.03
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS IV Plotted: Tuesday, January 27, 2026 11:57:26 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
/
TOPSOIL, PAVEMENT OR SURFACE TREATMENT AS PER PLAN
10·:r=
SEE NOTE3
4'-0 (STANDARD)
2°M
6" MIN.
5"
A
l_
(3) VARIABLE INVERT HEIGHTS
AVAILABLE (ACCORDING TO
Pl.ANS/TAKE OFF)
MINIMUM PIPE BURIAL
DEPTH PER PIPE
MANUFACTURER
RECOMMENDATION
(MIN. MANUFACTURING
REQ. SAME AS MIN. SUMP)
WATERTIGHT JOINT
{CORRUGATED HDPE SHOWN)
C]
(4) V-'RIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4' -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL Wf,JJ..
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDRJ5),
PVC rJoNV (Et SCH 40), PVC CQDO/C005, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHAl.l BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS 11, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321.
BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACOORDANCE WITH ASTM D2321.
PADLOCK LOCKABLE ACCESS HATCH
ACCESS HATCH IS IN OPEN POSITION
4" 102mm MOTORIZED RAIN DIVERTER VALVE
A
_j
1
~
3'191cm] ~
1
le---------------,IJ
J_~
®t
1
I
I
•
NOTES:
18" MIN WIDTH GUIDELINE
B' MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SL.AB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,
TWIFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS,
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTAUATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6' MIN. BASED ON
4'MIN
MANUFACTURING REQ.)
I
GRATE OPTIONS
LOAD RATING
PART#
DRAWING#
PEDESTRIAN
I.IEElS H-10
129903P
7001-110-202
STANDARD
MEElS H-20
129903S
7001-110-203
SOLID OOVER
MEETS H-20
1299CGC
7001-110-204
PECES1RIAN BRONZE
SA
1200CGPB
7001-110-205
DOME
"'
1299CGD
7001-110-206
DROP IN GRA1E
LIGHT DUTY
1201DI
7001-110--021
t THE BA!!IS OFIESIGN FCRTHE INLET BAS ti ISTHE NYLOPLAST 12' DRAIN BASIN MODEL 00.2812A13_X, AS
IAANUFACTURED BY NVLOPI.AST, 31:lll VERONA AVENLE, BUFORD, GA 3051fl, ORAPPROVEil EQUAL
2 REFER TO MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FDRADDIT~ INFORMATION.
3, GRATE5/SDUD COVER SHALL BE DUCTILE IRON PER A5TM A5:l6 GRADE 70-ro-05, \-VITli THE EXQ:PTIDN OF
THE BRONZE GRATE.
4. FRAMES Sttlli. BE DUCTILE IRON PERASTM A536GRADE70-50-05
5 DR.4.tl BASIN TO BE CUSTOM MANUF~TURED ACCDRCNG TD PLAN DETAILS.
RISERS ARE NEEDED FDR BASINS OVER 84' DUE TD SHIPPING RESTRICTIONS. SEE DR.4.WING NO. 7001-11D-005
a DRAtlAGE CONNECTION STUB JOl'JT TIGHTNESS SHALL CONFORM TD
ASTM 03212 FOR CORRUGATED HOPE (ADS N-12/HANCDR DUAL WALL),
N-12 HP, & PVC SEWER.
7 ADAPTERS CAN BE MOUNTEIJ 00 MY ANGLEO"TO 360°. TO DETERMINE MtJIM~ANGL.E BETWEEN
ADAPTERS SEE DRAWING NO. 7001-110-01~.
CAST IN PLACE CONCRETE COLLAR
BY INSTALLER
1% TAPPERED FINISH CONCRETE COLLAR
ELECTRICAL CONDUIT A.ND CONNECTION
(BYINSTALLER)
VEREIFY CONSTRUCTION DOCUMENTS
BENCH
3'-2" [97cm]
1' [30cm] -~-+, -1--------,
DOUBLE WALL HIGH DENSITY
6" rYP.
j
4" [10cm]
4'-8" [142cm]
5'-11" [181cm] L , --
I ,
SEDIMENT CAPTURE POINT
TRAINER BA KET
CONCRETE SLAB FOR
BALLAST WEIGHTfl..EVELING
BY INSTALLER
SUITABLE FOR BACKFILL
FI NAL GRADE
ELEVATION VIEW
5'-1" [155cm]
l
rF
1 ~In-Ir -~l;
_ =~:=_=_,=·_o=_S=L_=10-/-P-E _M,_N_. ~
Y
5~' [15cm]
~~;
10"' RECOMMENDED (SEE CONSTRUCTION DOCUMENTS)
7'-8" [232cm]
APPROX. J
ANCHORING DETAILS
S.S. ANCHOR STUD (4)1/2" NUTS
WASHERS,(SUPPLIED) DRILLED AND
EPOXY GROUTED USE FOR HE IGHT
CONTROL & LEVELING
INSTALLATION DEPTH · 3" BY INSTALLER
FOR HEIGHT CONTROL AND LEVELING
ONE (1}112" WASHER AND ONE (1)1/2" NUT.
BOTH SIDE
SANDWICH ONE (1)1,'2" WASHER
WITH 2 1/2" NUTS
~
10" [250mm] PIPE
CONNECTION
FRO~
------
FOUNDATION MATERIAL
3'-2" 197cm] _
1
45°
:U2T
4" [100mm] PIPE CONNECTION
TO STORM SEWER / SANITARY SEWER
WITH LEGAL AIR GAP.
VERIFY LOCAL CODE.
SE E CONSTRUCTION DOCUMENTS
10" [250mm] PIPE CONNECTION
AND PLUMBING
(BY INSTALLER)
TYP. 2X
DRAIN
:er 1-
/
TO WATER
1 -01
11
CONTAINMENT SYSTEM
•
02'-11" [090cm]
STRI\ NER B,\SKET
EMPIY WEIGlfl £1 LUS
DEBRIS AND
RAINWATER CONTROL
- Str;:,ins the effluent wuter prior to entering the
Water Co ntain men: System for a cleaner reservoir
ancl reduced maint enance
• R:iinw:iter Control m,iint:iins w;iter b,; l;ince ;ind
prevents chemical waste by diverting rainwater
\
NOTE:
• •
•
•
•
•
•
•
• •
•
•
•
•
•
•
•
• •
12 IN. CONC WI #5@ 12 IN. 010
SEE SITE PLAN FOR SURFACE TYPE
1 a~
• • •
I
I
#4@12" REINF. [TYP.)
#5@12" OC EA WAY TOP AND
BOTTOM (TYP.)
1. CAST-IN-PLACE RETAINING WALL TO BE CONSTRUCTED AS OUTLINED HEREIN FOR THE PROPOSED
LOCATED ON BOTH THE NORTH SIDE OF THE EXISTING BUILDING AND THE PROPOSED
MAINTENANCE ACCESS RAMP IN THE SOUTHERN PORTION OF THE SITE. THE WORK ASSOCIATED
WITH THIS CONSTRUCTION DETAIL SHALL ONLY BE COMPLETED IN THE EVENT THAT AL TERNA TE
BID 2 IS AWARDED AS PART OF THIS CONTRACT.
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
NJ. LICENSE NO. 33LI00615400
N.J. LICENSE NO. 24GE0563DB00 I
N.J. LICENSE NO. 33LI00654700
PLAYGROUND SAFETY SURFACE
NOT TO SCALE
NOTES:
1.
THICKNESS OF SAFETY SURFACE SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS AS ENUMERATED IN THE C.P.S.C. STANDARDS AND A.S.T.M. F
1292-99.
2.
UNIT PRICE SHALL INCLUDE FULL CROSS SECTION OF SAFETY SURFACE ,
DEMARCATION BARRIER, CRUSHED STONE BASE, ASPHALT AND CONCRETE
REMOVAL, EXCAVATION AND DISPOSAL OF ALL EXISTING SURFACE AND
SUB-SURFACE MATERIALS IN ACCORDANCE WITH ALL LOCAL, STATE, AND
FEDERAL REGULATIONS.
3.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL
PRIOR TO ORDERING WITH ALL AVAILABLE COLOR OPTIONS FROM FULL
COLOR SPECTRUM.
CONCRETE CURB
FINISHED GRADE ASPHALT /
CONCRETE PAVEMENT
11
2" WEAR COURSE
3.5" IMPACT COURSE
4" CRUSHED STONE BASE
COMPACTED
SUBGRADE
4000 PSI CONCRETE
POLE
DGA
COMPACTED SUBGRADE
VARIES - DEPTH PER
MANUFACTURER
6"
FINISHED GRADE OF SAFETY
SURFACE
BRICK OR EQUIVALENT
VARIES
PER MFR.
NOTES:
1.
CONTRACTOR TO CONSTRUCT PLAYGROUND
FOOTINGS AS PER MANUFACTURER SPECIFICATIONS
AND RECOMMENDATIONS.
TYPICAL PLAYGROUND EQUIPMENT
FOOTING
NOT TO SCALE
SCOREBOARD
NOT TO SCALE
HANDRAILS
NOT TO SCALE
NOTES:
1. RAILING SYSTEM SHALL BE
MANUFACTURED BY SUPERIOR.
2. RAILING SYSTEM SHALL BE MODEL
550 SERIES COMPLETE AS SHOWN
IN IMAGE OR APPROVED EQUAL.
3. RAILING SYSTEM FINISH SHALL BE
POWDER COATED BLACK, BUT
SAMPLES OF FULL AVAILABLE
SPECTRUM OF COLORS SHALL BE
SUBMITTED TO THE OWNER FOR
REVIEW AND APPROVAL.
4. RAILING SYSTEM SHALL BE
EMBEDDED IN CONCRETE STAIRS
AND WALL. WALL RAILING TO BE
BOLTED TO WALL WHERE
POSSIBLE.
5. RAILING SYSTEM TO INCLUDE
INTERMEDIATE HAND RAILS
BASKETBALL HOOP POLE
PADDING
NOT TO SCALE
NOTES:
1. BASIS OF DESIGN FOR POLE PADDING IS
MODEL #LPP AS MANUFACTURED BY
SPORTSFIELD SPECIALTIES, OR APPROVED
EQUAL.
2. CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS FOR REVIEW AND APPROVAL PRIOR
TO ORDERING.
3. COLOR SHALL BE SELECTED BY OWNER.
NOTES:
1.
CONTRACTOR SHALL NOTE THAT THE PROPOSED SCOREBOARD IS
TO BE MOUNTED ON THE EXISTING SCOREBOARD POSTS.
Standard III Unit
8"
Depth:
Height:
18"
Width:
18"
Weight:
82-93 lb.
Cap Unit
Weight:
Height:
Depth:
Width:
45 lbs
18"
10 1/2"
4"
Excavation
Limits
6" Crushed Rock
Leveling Pad
(36" Width min.)
Unit Face
RETAINING WALL - BASE LEVELING PAD
NOT TO SCALE
Reinforced Soil
Retained Soil
Foundation Soil
Design Height
Keystone Cap Unit
Keystone Tri-Plane
Series III Block
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
Finished Grade
Crushed Stone Leveling Pad
Approximate
Limits of
Excavation
4" Perforated PVC
Drainage Tile
SEE SITE PLAN FOR PROPOSED
SURFACE MATERIAL
Grid Depth = See Note 6
RETAINING WALL - SINGLE TIER
NOT TO SCALE
36" (MIN.)
8-Degree Wall
Batter (typ.)
Section
Leveling Pad Detail
W
6"
W + 12"
Elevation
6" Crushed Rock
Leveling Pad
8" or 16"
Step
1/2" x 5 1/4"
Fiberglass
Pins
Front Face
Top of Wall Steps
(2) - 4" Cap Units or
(1) - 8" Cap Unit
Standard III Unit
Standard III Elevation
Standard III Plan
Cap Unit Elevation
Cap Unit Plan
±18"
18"
8"
18"
±10.5"
18"
±10.5"
4"
Cap Unit Elevation
Cap Unit Plan
Geogrid is to be Placed on Level
Backfill and Extended Over the
Fiberglass Pins. Place Next Unit.
Pull Grid Taught and Backfill.
Stake as required.
Grid & Pin Connection
Strength Direction
Universal
Cap Unit Option
3-Plane Split
Cap Unit Option
Dimensions & Availability
Will Vary by Region
Dimensions & Availability
Will Vary by Region
Dimensions May Vary
by Region
8" Keystone
Unit
4" Cap Unit
RETAINING WALL -
MISCELLANEOUS ITEMS
NOT TO SCALE
12"
Geogrid Installation at Corners
H / 4
H / 2
H / 2
Additional Drainage Fill
Extend Wall Height / 2
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
H / 4
RETAINING WALL -
GEOGRID AT CORNERS
NOT TO SCALE
NOT TO SCALE
RESET VALVE BOX
CONSTRUCTION
DETAILS V
8.04
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS V Plotted: Tuesday, January 27, 2026 11:57:33 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
Base Leveling Pad Notes:
1.
The leveling pad is to be constructed of crushed stone, 6"
thick, and 36" wide.
2.
The base foundation is to be approved by the site
geotechnical engineer prior to placement of the leveling pad.
*
*
*
*
3.
Minimum block burial/embedment depth is 30 inches / 2.5
feet.
.,., ....
:.-..
,_·_
.
-.•
FAIR·
CAPTIONS (H" x W")
HOME
9" X 35"
VISITOR
9" X 47"
INNING
9" X 44"
BALL
9" X 32"
STRIKE
9" X 43"
OUT
9" X 25"
R, H, E
9" X 19"
PITCH COUNT
18" x31'
DIGIT SIZES (H")
TEAM SCORES
18"
INNING
18'
PITCH COUNT
15'
BALL SPOT
3.5"
HIE SPOT
3.5"
OLIT SPOT
3.5"
STRIKE SPOT
3.5"
.,
Please see Color Chart PDF for
all scoreboard color options.
UV resislu1l GUS[Qr TI pc111t &
viny1 tnm colors available
For orders and qu estions :
sales@fair-play.com
""
BASEBALL SCOREBOARD
SPECIFICATIONS
MODEL: BA-7100PC
VISITOR INNING
HOME
6
9
FAI~ PLAV I D
BALL STRIKE OUT
H-E
• •
•
• •
•
65
PITCH 7u
COUNT
7
DIMENSIONS
STANDARD EQUIPMENT
Height
7'-0''
Super-bright, wide-ar1gle amber LED's
• 4-level control console display brightness
adjustment
• 5-vrnr limited warranty
• Easy access built-in service puints
Quality er1girieered water res istant aluminum
Length
14'-0""
• Complete, secure and durable display mounting
•
Built-in ligl1lning suppressor {lor slandard dala
direct w ire only)
•
Requesl a free projecl design rendering
• H8lp 0Gsk Support
• USA Faclory aulhori-'.WJ nalional and local sales,
service and installation
ELECTRICAL
Depth
10"
Weight
449 lbs
OPTIONAL EQUIPMENT
Full-culor eled ronic message displays
•
lntegratsd scoring and display systGms
•
Illuminated, r1on-illuminated identification
and sponsorship signag0
•
Personalized vinyl home team name
Scoreboard caption color I:0ther than wr1ite)
•
•
Scoreboard conlrol carrying case
•
•
Power ligl1lning proleclor
OPERATING TEMPERATURES
Alf "'"'!Jh!S and measur,,.s are approxima.'H. To cr,nfirm spec•liL-alior,s p•ea.s& ccmlac! yrn,r local Fa,,-Pl:ay repre.s,m/a/ie&.
For applicable models, consult with a sales representative on the fol lowing:
• Choice of Fair-Play's scorekeeper approved score systems
• Eloctronic Tmm Namos
•
• Pitch Speed
FAIRPLAY CORPORATION 800.247.0265 • fair-play.com
Nearly a Century of Scoring Experience 611DA•ric.,;r Dri;e, II~,~ Wli'JU . I.la 6J042
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Notes:
1.
Modular block retaining wall block color shall match the existing, on-site retaining wall blocks. The basis of design is the Standard Ill (18) block,
manufactured by Keystone Tri-Plane Series 111, or approved equivalent.
2.
Should the Contractor provide an alternate product, the Contractor shall provide samples and catalog cuts for review prior to utilizing such.
Additionally, the Contractor shall provide a complete wall design, prepared by a New Jersey licensed professional engineer, for the substitution of
any wall product.
3.
Regardles of whether the Contractor utilizes the specified Keystone wall, or any substituted wall, the Contractor shall provide a global stability
analysis for the proposed reteining walls.
4.
When sne condnions require, wrap drainage tile in 3/4" aggregate and filter fabric with drainage composite or aggregate back drain system, as
directed by geotechnical engineer.
5.
Minimum block bunal/embedment depth= 30 inches (2.5 feet).
6.
Check with manufacturer specifications on correct direction of orientation for geog rid to obtain proper strength.
2"--~
ID.75"
12.75"
14"
16"
18'
2D"
19 oz . HEAVY COATED VIN YL ,
VARIOUS STANDAR D COLOR AVA ILABLE -.\
10.75"
12. 75"
14'
16'
18"
2D"
6' -D'
2" T HICK HIGH
IMPACT FOAM
l-l / 2"W SEAN IN
HOOK AND LOOP
VERT ICAL CLOSURE
Superior
Meet5 OSHA, ADA <111d ICC S<1fety Criteria
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geognd to obtain proper s~ength.
2. Comer units recommended for outside
corners. Availability May Vary.
Note:
1. Secure all cap units with Keystone Kapseal or equal.
I I "I I
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REMOVE ASPHALT AROUND
EXISTING VALVE BOX
ADJUSTTO PROPOSED ELEVATION
EXISTING THREADED PIPE TO ~
(
BE CONNECTED TO VALVE BOX
~
T
*
Notes:
1.
The leveling pad is to be constructed of crushed stone.
2.
Minimum block buriaVembedment depth = 30 inches (2.5 feel).
J_ T-
*
REMOVE ASPHALT AROUND
EXISTING VALVE BOX
ADJUST TO PROPOSED ELEVATION
EXISTING PIPE CONNECTED TO
VALVE BOX
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NEGLIA GROUP
NJ. LICENSE NO. 24GE04675100 I
NJ. LICENSE NO. 33LI00615400
NJ. LICENSE NO. 24GE0563DB00 I
NJ. LICENSE NO. 33LI00654700
NOTES:
1. THE BASIS OF DESIGN FOR THE 20' X 40' PAVILION SHALL BE THE 20' X 40' STEEL GABLE MODEL #S-GAB-2040-04-MG AS MANUFACTURED
BY LEGENDS STRUCTURES, LLC, 5500 MILITARY TRAIL, SUITE 22, #281, JUPITER, FLORIDA 33453, OR APPROVED EQUAL.
2. COLUMN FOUNDATION SHOWN FOR INFORMATIONAL PURPOSES ONLY.
3. A FOUNDATION DESIGN HAS NOT BEEN PERFORMED FOR THIS STRUCTURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A
FOUNDATION DESIGN PREPARED BY A NEW JERSEY LICENSED PROFESSIONAL ENGINEER BASED ON THE ON-SITE SOIL CONDITIONS.
CONTRACTOR SHALL INCLUDE ALL NECESSARY ENGINEERING FEES FOR FOUNDATION DESIGN AND NJ PE CERTIFIED SHOP DRAWINGS IN
THE PRICE BID FOR THIS ITEM.
4. CONTRACTOR SHALL INSTALL THE PAVILION STRUCTURE IN ACCORDANCE WITH ALL APPLICABLE MANUFACTURER INSTRUCTIONS AND
RECOMMENDATIONS.
5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO ORDERING WITH ALL AVAILABLE COLOR OPTIONS
FROM FULL COLOR SPECTRUM.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ROOF MOUNTED LIGHT FIXTURES, GFCI RECEPTACLES, AND PROVIDE ALL
NECESSARY ELECTRICAL CONNECTIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH APPROPRIATE UTILITY
AUTHORITY AND ACQUIRING ALL NECESSARY PERMITS FOR ELECTRIFICATION.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ELECTRICAL PLAN PREPARED BY A NJ LICENSED PROFESSIONAL ENGINEER FOR
PROPOSED LIGHTING AND ELECTRICAL IMPROVEMENTS ASSOCIATED WITH PAVILION IMPROVEMENTS.
8. RECEPTACLE SHALL BE HUBBELL GFCI RECEPTACLE WITH WEATHERPROOF PLATE AND TAMPER PROOF LOCKED COVER, OR APPROVED
EQUAL. SHOP DRAWINGS TO BE PROVIDED FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION.
9. THE PROVIDED SKETCHES HAVE BEEN LABELED "NOT FOR CONSTRUCTION" PER CRS INC.
DECIDUOUS TREE PLANTING
NOT TO SCALE
120° (TYP.)
ROOT BALL
BELOW
GUY WIRE
NOTES:
1. PLACE TWO GUY STAKES ON
UPHILL SIDE OF TREES PLANTED
ON SLOPES
REMOVE ALL BROKEN, DISEASED &
WEAK BRANCHES. DO NOT REMOVE
MORE THAN 15 OF BRANCH SYSTEM
DO NOT CUT LEADER.
RETAIN NATURAL CROWN SHAPE.
HOSE CHAFING GUARD (BLACK)
TREE WATERING BAG
REMOVE BURLAP, ROPE & WIRE
FROM TOP THIRD OF ROOT BALL
AND REMOVE FROM SITE
2"-3" MULCH. HOLD BACK
3" FROM TRUNK
FINISHED GRADE
PLANTING SOIL MIXTURE
UNDISTURBED SUBGRADE
GUYING STAKES
(3 TOTAL)
GUYING WIRE
(3 TOTAL)
GUYING STEAKS
(3 TOTAL)
PLAN
SECTION
TREE PLANTING ON SLOPE
NOT TO SCALE
REMOVE ALL BROKEN, DISEASED &
WEAK BRANCHES. DO NOT REMOVE
MORE THAN 15 OF BRANCH SYSTEM
DO NOT CUT LEADER.
RETAIN NATURAL CROWN SHAPE
HOSE CHAFING GUARD (BLACK)
TREE WATERING BAG
REMOVE BURLAP, ROPE & WIRE
FROM TOP THIRD OF ROOT BALL
AND REMOVE FROM SITE
2"-3" MULCH. HOLD BACK
3" FROM TRUNK
PLANTING SOIL MIXTURE
UNDISTURBED SUBGRADE
DEPTH OF
ROOT BALL
SET BOTTOM OF ROOT PLANE
LEVEL WITH MEDIAN OF SLOPE
GUYING STAKES
(3 TOTAL)
SURVEYOR'S FLAG
ON EACH WIRE
(WHITE)
GUYING WIRE
(3 TOTAL)
120°
(TYP.)
MIN. 2 x DIA.
OF ROOT BALL
ROOT BALL
BELOW
GUY WIRE
GUYING STAKE
SECTION
PLAN
EVERGREEN TREE PLANTING
NOT TO SCALE
120°
(TYP)
SHREDDED BARK MULCH
TREE STAPLES
PLANT PIT EDGE
PRUNE ALL DEAD, DAMAGED &
CROSSING BRANCHES, DO NOT
CUT OR DAMAGE LEADER, REMOVE
ALL TAGS & WIRES.
TOP OF ROOTBALL TO BE PLANTED AT
GRADE AS GROWN IN THE NURSERY
REMOVE 13 OF BURLAP, CUT AND
REMOVE ALL WIRING & NYLON CORD.
EXCEPT IN AREA OF STAPLES
3" SHREDDED BARK MULCH
3" HT. SOIL SAUCER
FINISHED GRADE
SCARIFY SIDES AND BOTTOM
OF TREE PLANTING PIT
BACKFILL MIXTURE: USE 3 PARTS
LOAM TOPSOIL & 1 PART PEAT MOSS
OR HUMUS MATERIAL
UNDISTURBED SOIL
12"
2 x DIA.
OF ROOTBALL
NOTES:
1. INSTALL THREE, EQUALLY
SPACED, "TREE STAPLES" PER
TREE, AS MANUFACTURED BY
TREE STAPLE INC. OF NEW
PROVIDENCE, N.J., MODEL NO.
TS36-10-10, OR APPROVED
EQUAL
2. INSTALL "TREE STAPLES" LONG
PRONG AGAINST SIDE OF
ROOTBALL, SHORT PRONG
HALFWAY BETWEEN TRUNK AND
EDGE OF ROOTBALL. UNTIE
LACING AND PEEL BACK BURLAP
AFTER "TREE STAPLES" ARE
INSTALLED. SET "TREE
STAPLES" ONE (1) TO TWO (2)
INCHES INTO TOP OF ROOTBALL
SHRUB PLANTING
NOT TO SCALE
PRUNE OUT ANY DEAD OR
BROKEN BRANCHES.
CUT AND REMOVE BURLAP.
REMOVE ALL TAGS, LABELS,
WIRES AND STRINGS, ETC.
B & B SHRUB:
CUT AND REMOVE BURLAP
ROPES & WIRES FROM TOP
THIRD OF ROOT BALL AND
REMOVE FROM SITE.
PREPARE BED TO 12" DEPTH
SUBGRADE
2"-3" MULCH
PLANTING SOIL MIX
12"
PLANTING BED WIDTH VARIES
SEE PLAN
SPACING VARIES
SEE PLAN
NOTES:
1. WHEN PLANTING CONTAINER, MAKE 4 TO 5 VERTICAL
CUT TO TE ROOT BALL BEFORE SETTING IN PLACE
20' X 40' PAVILION STRUCTURE AND ELECTRICAL CONNECTION
NOT TO SCALE
NJDEP GREEN ACRES SIGNAGE
NOT TO SCALE
CONSTRUCTION
DETAILS VI
8.05
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS VI Plotted: Tuesday, January 27, 2026 11:57:48 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
'-- EAVE END CAP (WITH WEEP HOLES)
ATTACH WITH LAP SCREWS AT
CENTEl-l OF EVERY OTHER. RIB
4 1 12
----~
a
•
;
•
'
/ -
--
I
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16'
-
------
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----------=::-
-
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------fJ
< '- COLUMN CENTER LINE
' •-', ROOF LINE
-
- --
POP RIVET
, _
<
--
-
--
-,-~
STEEL COLUMN
TOP OF SLAB
/- TOP OF FOOTING
-_. -,
-c- NON-SHRINK GROUT
(LEVELING NUTS IN GROUT)
CONCRETE FOOTING
l
3/4"L.APSCREW
L .fl;H-- F15~4 ANCHOR ROD, WITH
WASHER PLATE.
SEE FINAL ENGINEERING
FOR ANCHOR SIZE
IQ r
1 1/4" DECK SCREW
VERTICAL REBAR
FASTENERS
24GA MEGA-RIB ROOF PANEL
PAVILION VERTICAL
POST
WP/WR QUAD RECEPTACLE
W/LOCKED TAMPERPROOF
COVER
3
E3.0
TYPICAL BASE CONNECTION -
8" SUBSURFACE MOUNT
STEEL COLUMN
TOP OF SLAB/FOOTING
///
,
-
OPTIONAL BASE COVER
NON-SHRINK GROUT
(LEVELING NUTS IN GROUT)
CONCRETE FOOTING
-JH-- F1554 ANCHOR ROD, WITH
WASHER PLATE.
SEE FINAL ENGINEERING
FOR ANCHOR SIZE
e_ji;_;c,;~rI-- HORIZONTAL REBAR TIES
lire- VERTICAL REBAR
OPTIONAL BASE CONNECTION -
SURFACE MOUNT WITH BASE COVERS
18" ABOVE GRADE MINIMUM
(CONFIRM HEIGHT WITH
THE BOROUGH ENGINEER)
#10+#10G-3/4"C COPPER
CONDUCTOR SIZED PER NEC-
,, s ", PAVILION RECEPTACLE MOUNTING DETAIL
E3.0
SCALE: None
4
'\. E3.0
/
PNL, CKT#
PNL. CKT#
□
□
□
□
□
□
0
0
0
@
@
□
□
□
□
□ 0
\
0
0
0
/
OUPLEX RECEPTACLE
QUAD RECEPTACLE
TYPICAL RECEPTACLE LABELLING DETAIL
SCALE: None
NOTES:
1.
NORMAL POWER RECEPTACLE: CONTRACTOR SHALL FURNISH AND
INSTALL A RECEPTACLE WITH A WHITE FACE PLATE WITH PERMANENT
LABELING
AS
SHOWN,
FACE
PLATE
SHALL
HAVE
THE
PANEL
DESIGNATION AND CIRCUIT NUMBER FEEDING THE
RECEPTACLE
LABELED AT THE TOP AS SHOWN. RECEPTACLE SHALL BE A HUBBELL:
GFCI RECEPTACLE WITH WEATHERPROOF PLATE AND TAMPER PROOF
LOCKED COVER COORDINATE WITH THE BOROUGH ENGINEER PRIOR
TO PURCHASE AND INSTALLATION.
I
<
I
BASE PLATE
ELEC CONDUIT IF REQ'D
A-BOLT HOLE
7"X7" COLUMN
,
I
I
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-
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-
-
011
111
11111=1111
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4~'--
SECTION
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,
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' '
,
,
2'
3'
111
CCI
FOREST GREEN BACKGROUND WITH WHITE LETTERING
4'
3xDIAMETER
OF ROOTBALL
-
-
-
-
m m m -,,,--,,
TREE GRAPHIC AVAILABLE
FROM GREEN ACRES OFFICE
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8'
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NEGLIA GROUP
N.l. LICENSE NO. 2-4GE046751IIO I
NJ. LlCENSE NO. 331..I00615'!00
N.J. LICENSE NO. 24<:E05630800 I
NJ. LlCENSE NO. 331..I00654700
CONSTRUCTION
DETAILS VII
8.06
N.T.S.
CERTIFICATE OF AUTHORIZATION (N.J.S.A. 45:8-56) 24GA27927000
DATE:
PROJECT NO.:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE:
COLUMBUS PARK
IMPROVEMENTS
(BCOS AND NJDEP
GREEN ACRES
FUNDED)
BLOCK 321 - LOT 1
BOROUGH OF FAIRVIEW
COUNTY OF BERGEN
STATE OF NEW JERSEY
NO.
DATE
REVISION
DRAWN
DESIGNED
CHECKED
WSG
WSG
DJ/JJD
34 PARK AVENUE, PO BOX 426
LYNDHURST
NEW JERSEY 07071
200 CENTRAL AVENUE, SUITE 102
MOUNTAINSIDE
NEW JERSEY 07092
EXPERIENCED
DEDICATED
RESPONSIVE
NEGLIAGROUP.COM
INFO@NEGLIAGROUP.COM
FAX: 732.943.7249
FAX: 201.939.0846
PHONE: 201.939.8805
PHONE: 201.939.8805
A PRODUCT OF
CAUTION: IF THIS DOCUMENT DOES NOT CONTAIN THE RAISED IMPRESSION SEAL OF THE PROFESSIONAL, IT IS NOT AN AUTHORIZED ORIGINAL DOCUMENT AND MAY HAVE BEEN ALTERED. © COPYRIGHT 2026 BY NEGLIA GROUP. ALL RIGHTS RESERVED.
m:\fairview\favwmun25.011 (columbus park)\cad\_final plans\8.00 - construction details.dwg Layout: CONSTRUCTION DETAILS VII Plotted: Tuesday, January 27, 2026 11:57:54 AM Login: wgaccione
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
DAVID JUZMESKI, PE, PP
N.J. LICENSE NO. 24GE04675100N.J. LICENSE NO. 33LI00615400
JOHN J. DUNLEA, PE, PP
PROFESSIONAL ENGINEER
PROFESSIONAL PLANNER
N.J. LICENSE NO. 24GE05630800N.J. LICENSE NO. 33LI00654700
FAVWMUN25.011
JANUARY 27, 2026
ISSUED FOR BID
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Contacts
Berge Tombalakian PE, PP, CPWM, CME
Superintendent/Engineer · Department of Public Works
Diane Testa
Municipal Clerk/Administrator
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Timeline
First Discovered
Apr 30, 2026
Last Info Update
May 26, 2026
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