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Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:

WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-CVER

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

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__________________________

of

FOR

GENERAL STRUCTURAL AND CONSTRUCTION NOTES

INDEX OF SHEETS

SHT. No. DESCRIPTION

1 COVER SHEET

2 OVERALL SITE PLAN

3 DEMOLITION PLAN SECTIONS AND NOTES

4 BOARDWALK FRAMING PLAN

5 ENLARGED BOARDWALK FRAMING PLANS

6 GENERAL NOTES, SECTIONS, AND DETAILS

7 RAMP SECTIONS AND DETAILSCOVER SHEET

1

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

KEY MAPASBURY PARK, NJ QUAD MAP

SCALE: 1" = 2000'

40074-B1-TF-024

1989

DMA 6164 II NE-SERIES V822

SITE

100 100

SCALE : 1" = 100'

080 60 40 20 50

NORTH END NATURALISTIC BOARDWALKAND 7TH AVENUE BOARDWALK

FOR

ASBURY PARK WATERFRONTREDEVELOPMENT

CITY OF ASBURY PARK, MONMOUTH COUNTY,NEW JERSEY

LOCATION MAP

N

S

E

W

REFERENCE NOTE LINE 01

REFERENCE NOTE LINE 02

Existing

1

WATERFRONT REDEVELOPMENT ZONE LIMIT

WATERFRONT REDEVELOPMENT 200' SURROUNDS

PHASE 5 SITE 200' SURROUNDS

PHASE 5 AREA

LOT #

NEW BLOCK #

OLD BLOCK #

1.0 GENERAL1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW JERSEY UNIFORM CONSTRUCTION CODE (NJUCC), IBC 2015, WHICH IS THE ADOPTED BUILDING SUBCODE FOR THE PROJECT SITE, AND ITS REFERENCE DOCUMENT, ASCE 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES."2. IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DETAILS, THE MOST RIGID REQUIREMENTS SHALL GOVERN.3. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.4. JOB SITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.5. THE CONTRACTOR SHALL PROVIDE FOR DEWATERING AS REQUIRED DURING EXCAVATION AND CONSTRUCTION.6. ALL COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR IMPROPER INSTALLATION OF STRUCTURAL ELEMENTS OR OTHER ITEMS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE.7. THE CONTRACTOR SHALL VERIFY ALL EXISTING STRUCTURE INFORMATION SHOWN (DIMENSIONS, ELEVATIONS, ETC.) AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENT.8. THE CONTRACTOR SHALL VERIFY AND/OR ESTABLISH ALL EXISTING CONDITIONS AND DIMENSIONS AT THE SITE. FAILURE TO NOTIFY ENGINEER OF UNSATISFACTORY CONDITIONS CONSTITUTES ACCEPTANCE OF UNSATISFACTORY CONDITIONS.9. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION WITH HIS PROPOSED MODIFICATION OF THE DETAILS GIVEN ON THE CONTRACT DOCUMENTS. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IS APPROVED BY THE ENGINEER.10. WHERE ALTERATIONS INVOLVE THE EXISTING SUPPORTING STRUCTURE, THE CONTRACTOR SHALL PROVIDE SHORING AND PROTECTION REQUIRED TO ENSURE THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE.11. THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE DESIGN AND CONSTRUCTION OF FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING, AND SHORING, ETC.12. CONTRACTOR TO PROVIDE SHEETING, BRACING, AND UNDERPINNING AS NECESSARY TO PREVENT ANY LATERAL OR VERTICAL MOVEMENTS OF EXISTING BUILDINGS, STREETS, AND ANY EXISTING UTILITY LINES.13. BRACING, SHEETING, SHORING, ETC., REQUIRED TO INSURE THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDINGS OR NEW CONSTRUCTION, SIDEWALKS, UTILITIES, ETC., SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ENGAGED BY THE CONTRACTOR. DETAILED SIGNED AND SEALED SHOP DRAWINGS SHALL BE PREPARED INDICATING ALL WORK TO BE PERFORMED. SUBMIT THE SHOP DRAWINGS IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS.14. IN NO CASE SHALL HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL. IF IT IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THAN 8'-0" TO THE WALL, THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND, AT HIS OWN EXPENSE, SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT.15. SHOP DRAWINGS FOR ALL STRUCTURAL MATERIALS TO BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO THE START OF FABRICATION OR COMMENCEMENT OF WORK. REVIEW PERIOD SHALL BE A MINIMUM OF TWO (2) WEEKS.16. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.17. SHOP DRAWINGS SUBMITTED FOR STRUCTURAL REVIEW SHALL CONSIST OF TWO (2) SETS OF PRINTS AND ONE (1) SET OF REPRODUCIBLES. ONLY ONE (1) MARKED UP SET OF REPRODUCIBLE WITH THE STRUCTURAL ENGINEER'S COMMENTS WILL BE RETURNED TO THE CONTRACTOR.18. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.19. THE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON CMX CADD SYSTEM. ANY OTHER LETTERING, LINES OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF CMX ARE INVALID.20. THE STRUCTURAL DRAWINGS SHALL GOVERN THE WORK FOR ALL STRUCTURAL FEATURES, UNLESS NOTED OTHERWISE.21. INSPECTION IS REQUIRED OF ALL CONSTRUCTION DELINEATED ON THE STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING/INSPECTION AGENCY WHICH SHALL PROVIDE PERSONNEL WITH THE FOLLOWING MINIMUM QUALIFICATIONS: A. CERTIFIED BY INSTITUTE OF CERTIFIED ENGINEERING TECHNICIANS, OR OTHER RECOGNIZED COMPARABLE ORGANIZATION, AND,22. SUBMIT PERIODIC REPORTS WITHIN ONE BUSINESS DAY AFTER RECEIPT BY THE CONTRACTOR TO ENGINEER AND THE CONSTRUCTION CODE OFFICIAL DURING CONSTRUCTION. SUBMIT FINAL INSPECTION REPORT SUMMARY FOR EACH DIVISION OF WORK, CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER, THAT INSPECTIONS WERE PERFORMED AND THAT WORK WAS PERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS.23. ALL MATERIALS SHALL BE STORED TO PROTECT THEM FROM EXPOSURE TO THE ELEMENTS.

4.0 PILE FOUNDATIONS1. TIMBER PILES SHALL BE: MINIMUM TIP DIAMETER OF (8) INCHES, MINIMUM BUTT DIAMETER (10) INCHES.2. PILES SHALL BE INSTALLED TO SUPPORT A MINIMUM SERVICE LOAD CAPACITY OF (15) TONS AND A MINIMUM LENGTH OF 25 FEET FOR 7TH AVE BOARDWALK AND 20 FEET FOR NATURALISTIC BOARDWALK.3. PILES SHALL BE TREATED SOUTHERN YELLOW PINE PILING, CONFORMING TO ASTM D-25. PILES SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) WITH MINIMUM RETENTION OF 0.60 PCF, COMPLYING WITH AWPA STANDARD U1-05, USE CATEGORY 4C.4. PILES SHALL BE PRE-AUGURED WHEN SPECIFIED OR RECOMMENDED BY THE GEOTECHNICAL ENGINEER TO REDUCE VIBRATIONS. PILES SHALL BE DRIVEN TO COMPLETION IMMEDIATELY AFTER PRE-AUGURING EACH PILE LOCATION AND PRIOR TO ANY FURTHER PRE-AUGURING.5. SPLIT OR BROKEN PILES SHALL BE PULLED. IF ANY PORTION OF A PULLED PILE REMAINS UNDERGROUND, ADDITIONAL PILES WILL BE REQUIRED TO PROVIDE BOARDWALK SUPPORT AS REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD.6. PILE INSTALLATION SHALL BE CONTINUOUSLY INSPECTED BY A GEOTECHNICAL ENGINEER SUPPLIED BY THE CONTRACTOR. FINAL INSTALLED PILE CAPACITY SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE PROJECT JURISDICTION.7. ANY DEVIATION IN PILE LOCATIONS OR ELEVATIONS SHALL BE REPORTED IMMEDIATELY TO THE STRUCTURAL ENGINEER OF RECORD.8. PILES SHALL BE DRIVEN PLUMB WITH AN ALLOWABLE OFFSET FROM CENTERLINE NOT TO EXCEED 2".9. PILE CAPACITY SHALL BE DETERMINED BY THE ENGINEERING NEWS RECORD FORMULA DESIGNATED FOR THE EQUIPMENT USED. PILE CONTRACTOR SHALL SUBMIT EQUIPMENT SPECIFICATIONS AND NUMBER OF BLOWS PER INCH REQUIRED TO OBTAIN LOAD CAPACITY REQUIRED.10. A PILE LENGTH OF (25) FEET SHALL BE USED FOR BIDDING PURPOSES ONLY. FINAL BEARING ELEVATION AND LENGTH OF PILE TO BE DETERMINED BY INSPECTION/TESTING AGENCY.11. PILE TIP REINFORCEMENT IS REQUIRED FOR ALL PILES.12. REFER TO SPECIFICATIONS FOR ADDITIONAL PILE TREATMENT, HANDLING, AND INSTALLATION REQUIREMENTS.13. TOPS OF PILES SHALL BE NOTCHED IN FIELD AS SHOWN ON THE DESIGN DRAWINGS, AFTER COMPLETION OF PILE DRIVING, TO PROVIDE 1-1/2" BEARING OF THE SUPPORTED TIMBER GIRDERS. TOUCH UP NOTCHED AREAS AFTER CUTTING, WITH SAME PRESERVATIVE USED IN ORIGINAL TREATMENT OF PILES.14. PILE DRIVING LOGS SHALL BE MAINTAINED BY QUALIFIED PERSONNEL AND SUBMITTED TO THE ENGINEER.

5.0 STRUCTURAL WOOD1. DESIGN, FABRICATION, AND CONSTRUCTION OF WOOD FRAMING SHALL CONFORM WITH THE FOLLOWING CODES AND STANDARDS. A. "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION", 2015 EDITION. (WITH SUPPLEMENT), AMERICAN FOREST AND PAPER ASSOCIATION. B. "TIMBER CONSTRUCTION MANUAL", FIFTH EDITION, AS ADOPTED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, INCLUDING THE "CODE OF STANDARD PRACTICE", AITC 106.2. BASE DESIGN VALUES FOR BOARDWALK JOIST FRAMING: SOUTHERN PINE NO.2 DENSE GRADED OR BETTER. BASIC MINIMUM ALLOWABLE STRESSES SHALL BE AS FOLLOWS: 2" TO 4" THICK AND 5" - 6" WIDE: * ALLOWABLE FLEXURAL STRESS,FB = 1050 PSI * ALLOWABLE TENSILE STRESS PARALLEL TO GRAIN, FT = 650 PSI. * ALLOWABLE SHEAR PARALLEL TO GRAIN, FV = 175 PSI. * ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN, FCP = 660 PSI. * ALLOWABLE COMPRESSION PARALLEL TO GRAIN, FC = 1450 PSI. * MODULUS OF ELASTICITY, E = 1,600,000 PSI MINIMUM. 2" TO 4" THICK AND 12" WIDE: * ALLOWABLE FLEXURAL STRESS,FB = 800 PSI * ALLOWABLE TENSILE STRESS PARALLEL TO GRAIN, FT = 500 PSI. * ALLOWABLE SHEAR PARALLEL TO GRAIN, FV = 175 PSI. * ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN, FCP = 660 PSI. * ALLOWABLE COMPRESSION PARALLEL TO GRAIN, FC = 1300 PSI. * MODULUS OF ELASTICITY, E = 1,600,000 PSI MINIMUM.3. TIMBER DECKING SHALL BE FABRICATED FROM SOUTERN PINE TIMBERS VISUALLY GRADED AS NO. 1 DENSE OR BETTER (2" TO 4" THICK AND 5" - 6" WIDE). BASIC MINIMUM ALLOWABLE STRESSES SHALL BE AS FOLLOWS: * ALLOWABLE FLEXURAL STRESS,FB = 1500 PSI * ALLOWABLE TENSILE STRESS PARALLEL TO GRAIN, FT = 1000 PSI. * ALLOWABLE SHEAR PARALLEL TO GRAIN, FV = 175 PSI. * ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN, FCP = 660 PSI. * ALLOWABLE COMPRESSION PARALLEL TO GRAIN, FC = 1650 PSI. * MODULUS OF ELASTICITY, E = 1,600,000 PSI MINIMUM.4. WOOD FRAMING MARKED PARALLAM PSL (PARALLEL STRAND LUMBER) SHALL BE AS MANUFACTURED BY TRUSS JOIST OR APPROVED EQUAL. BASIC MINIMUM ALLOWABLE STRESSES SHALL BE AS FOLLOWS: * ALLOWABLE FLEXURAL STRESS,FB = 2900 PSI * ALLOWABLE TENSILE STRESS PARALLEL TO GRAIN, FT = 2025 PSI. * ALLOWABLE SHEAR PARALLEL TO GRAIN, FV = 290 PSI. * ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN, FCP = 625 PSI. * ALLOWABLE COMPRESSION PARALLEL TO GRAIN, FC = 2900 PSI. * MODULUS OF ELASTICITY, E = 2,200,000 PSI MINIMUM.5. TIMBER STRINGERS SHALL BE TREATED WITH CHROMATED COPPER ARSENATE (CCA) WITH MINIMUM RETENTION OF 0.60 PCF, COMPLYING WITH AWPA STANDARD U1-05, USE CATEGORY 4B.6. TIMBER DECKING SHALL BE TREATED WITH AMMONIACAL COPPER QUAT-B (ACQ-B) WITH MINIMUM RETENTION OF 0.60 PCF, COMPLYING WITH AWPA STANDARD U1-05 CATEGORY 4B.7. ALL MEMBERS SHOWN ON PLAN WITH DESIGNATION "PSL" SHALL BE "WOLMANIZED" PARALLAM PSL MEMBERS. ALL PARALLAM STRUCTURAL LUMBER SHALL BE APA RATED, EXPOSURE I. ALL ADHESIVES SHALL COMPLY WITH ANSI/AIV A190.1 "WET-USE" TYPE.8. ALL SIDE LOADED PARALLAM BEAMS SHALL BE SOLID AND SHALL NOT BE COMPOSED OF MULTIPLE PLIES. TOP LOADED PARALLAM BEAMS MAY BE COMPOSED OF MULTIPLE PLIES OF 1-3/4" INCH THICKNESS MEMBERS AND SHALL BE NAILED BY MINIMUM OF TWO ROWS OF 16D NAILS AT 12 INCHES ON CENTER AND GLUED TOGETHER WITH AN EXTERIOR TYPE ADHESIVE.9. ALL PARALLAM BEAM ENDS WHICH FRAME INTO BEAMS SHALL BE HUNG WITH HANGERS AS MANUFACTURED BY KANT-SAG OR WITH APPROVED SUBSTITUTES WITH WORKING LOAD CAPACITIES EQUIVALENT TO THE "THD" OR "DHO" SERIES HANGERS.10. PROVIDE END-COAT SEALING TO END AND CROSS CUTS AFTER CUTTING TO FINAL LENGTH FOR ALL PARALLAM BEAMS.11. PROVIDE NAILING PATTERN IN COMPLIANCE WITH IBC RECOMMENDED FASTENING SCHEDULE WHEN JOINING TWO OR MORE FRAMING MEMBERS.12. PREFABRICATED TIMBER CONNECTORS SHALL BE "SIMPSON STRONG-TIE" (1-800-999-5099) OR EQUAL AS APPROVED BY THE ENGINEER, CONNECTOR SIZES SHALL BE AS NOTED ON THE DESIGN DRAWINGS, CONNECTORS SHALL BE INSTALLED USING ALL FASTENERS AS RECOMMENDED BY THE CONNECTOR MANUFACTURER. ALL CONNECTIONS SHALL BE STAINLESS STEEL, TYPE 316. STANDARD GALVANIZED "SIMPSON" CIBBECTUIRS ARE NOT ACCEPTABLE.13. SEE INTERNATIONAL BUILDING CODE FOR MINIMUM BRACING AND FASTENING REQUIREMENTS.14. MEMBERS SHALL BE SET WITH CROWN UP AND HAVE A MINIMUM OF 3" BEARING.15. ALL STEEL FASTENERS, BOLTS, NUTS, WASHERS, PLATES, ANGLES AND CONNECTION HARDWARE FOR TIMBER FRAMING SHALL BE HOT-DIPPED GALVANIZED (U.O.N.) PER ASTM A153 WITH 20 OZ. OF ZINC PER SQUARE FOOT. ALL NAILS AND SCREWS SHALL BE STAINLESS STEEL (U.O.N.).16. ALL STEEL HARDWARE, NUTS AND BOLTS SHALL BE OF SUFFICIENT LENGTH FOR THEIR INTENDED USE. ALL BOLTS SHALL INCLUDE FLAT WASHERS (U.O.N.) AND HEAVY HEXY NUTS.

6.0 DESIGN DATA1. GOVERNING CODE: INTERNATIONAL BUILDING CODE 20152. LIVE LOAD: A. UNIFORM 100 PSF B. VEHICLE LIVE LOAD RATING 4600 LBS. C. LIVE LOAD REDUCTION: NONE USED3. SNOW LOAD: PG (GROUND SNOW LOAD) 20 PSF PF (FLAT SNOW LOAD) 20 PSF CE (SNOW EXPOSURE FACTOR) 0.9 I (SNOW LOAD IMPORTANCE FACTOR) 1.0 CT (THERMAL FACTOR) 1.24. WIND LOAD: A. BASIC WIND SPEED 120 MPH B. I (WIND IMPORTANCE FACTOR) 1.0 C. WIND EXPOSURE C D. WIND DIRECTION AS PER THE CODE E. INTERNAL PRESSURE COEFFICIENT AS PER THE CODE F. COMPONENTS & CLADDING WIND PRESSURE: AS PER THE CODE5. EARTHQUAKE DESIGN DATA: A. SEISMIC OCCUPANCY CATEGORY II B. SEISMIC IMPORTANCE FACTOR, I 1.0 C. SS (MAPPED SPECTRAL RESPONSE ACC. AT SHORT PERIOD) 0.216 D. S1 (MAPPED SPECTRAL RESPONSE ACC. AT 1 SECOND PERIOD) 0.062 E. SEISMIC SITE CLASSIFICATION D F. SDS (SPECTRAL RESPONSE COEFFICIENT) 0.231 G. SD1 (SPECTRAL RESPONSE COEFFICIENT) 0.099 H. SEISMIC DESIGN CATEGORY B I. BASIC SEISMIC FORCE RESISTING SYSTEM: PILE FOUNDATIONS J. R 3 K. CS 0.100 L. DESIGN BASE SHEAR 1 KIP

M. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE6. SPECIAL LOADS: A. LIGHT POST 220 LBS.7. SYSTEMS AND COMPONENTS REQUIRING SPECIAL INSPECTION FOR SEISMIC RESISTANCE: A. WOOD B. PILE FOUNDATIONS

REFERENCE NOTE:

1. EXISTING BOUNDARY INFORMATION AS SHOWN HEREON IS BASED UPON A CERTAIN PLAN ENTITLED "PLAN OF SURVEY FOR ASBURY PARK REDEVELOPMENT PROJECT, ALL OF BLOCK 118, BLOCK 127, BLOCK 129.01, BLOCK 129.02, BLOCK 130, BLOCK 131, BLOCK 132, BLOCK 142, BLOCK 143, BLOCK 144.01 BLOCK 144.02, BLOCK 144.03, BLOCK 145, BLOCK 146, BLOCK 159, BLOCK 160, BLOCK 161, BLOCK 162, BLOCK 175, BLOCK 176, BLOCK 177, BLOCK 190, BLOCK 191, BLOCK 192, BLOCK 193, BLOCK 206, BLOCK 207, BLOCK 209, BLOCK 219, BLOCK 222, BLOCK 227, BLOCK 229 AND BLOCK 230, CITY OF ASBURY PARK, MONMOUTH COUNTY, NEW JERSEY", PREPARED BY SCHOOR DEPALMA, MANALAPAN, DATED NOVEMBER 12, 2002, REVISED TO JANUARY 24, 2003

2. THE SURVEY INFORMATION SHOWN HEREON THIS PLAN IS BASED ON PLAN OF SURVEY, ASBURY PARK REDEVELOPMENT PROJECT, CITY OF ASBURY PARK, MONMOUTH COUNTY, NEW JERSEY, BY SCHOOR DEPALMA INC. DATED 11/12/16.

3. ADDITIONAL TOPOGRAPHICAL SURVEY TAKEN FROM AN ASBUILT SURVEY - OCEAN AVE NORTH UPDATED ON DECEMBER 1, 2016, PREPARED BY MASER CONSULTING PA.

4. LOT CONFIGURATION AND LOT NUMBER DESIGNATION INFORMATION AS SHOWN ON A PLAN ENTITLED "FINAL PLAT MAJOR SUBDIVISION PLAN FOR ASBURY PARK REDEVELOPMENT PROJECT; BLOCK 144.04 LOT 1, BLOCK 176, LOT 1.01, BLOCK 207 LOT 1.01, BLOCK 227 LOT 1, BLOCK 230 LOT 1; CITY OF ASBURY PARK, MONMOUTH COUNTY, NEW JERSEY"; DATED 11/15/02 WITH THE LATEST REVISION DATE BEING 8/20/03.

Digitally signed by Robert CurleyDate: 2018.09.13 14:12:09-04'00'

AMERLUX D9005-16/D720SS

Luminaire Schedule

Symbol

35

Qty Label

AS SHOWN ON PLANS

Arrangement

LED

LumensDescription

NOTES:

1. ALL EXISTING LIGHT FIXTURES ON THE BOARDWALK TO BE REMOVED ARE TO BE RELOCATED.

2. CONTRACTOR SHALL LOCATE SPLICE BOXES WHERE INDICATED ON PLANS.

3. ZONE 1 AND ZONE 2 ARE EXISTING CIRCUITS FROM EXISTING CONTROL PANEL LOAD CENTER TO REMAIN.

4. NEW CONTROL PANEL LOAD LOAD CENTER TO BE INSTALLED AT THE NORTH END PARKING LOT BY OTHERS.

5. SEE PRELIMINARY LIGHTING LAYOUT FOR NORTH BOARDWALK PLAN, PREPARED BY MASER CONSULTING, P.A.,

LAST REVISED 06/15/2015 FOR CIRCUITRY.

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CONNECT TO PROPOSEDCONCRETE SIDEWALKS(SEE INFRASTRUCTUREIMPROVEMENTS PLANPHASE 5 FOR DETAILS)

PROPOSED 15' WIDENATURALISTICBOARDWALK

TRASH RECEPTACLE(BY OWNER)

BENCHES PROVIDEDBY OWNER

BEACH ACCESS(PUBLIC ACCESS)

BENCHES PROVIDEDBY OWNER

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19

17MATCHEXISTINGBOARDWALKELEVATION

EXISTING NORTHBOARDWALKLIGHTING CONTROLPANEL TO REMAIN

16

CONNECT TOEXISTING CIRCUIT

SEE NOTE #5

CONNECT TOEXISTING SPLICEBOX

LIMIT OF ZONE 1BOARDWALK LIGHTINGCONNECTION

LIMIT OF BOARDWALK LIGHTINGTO BE CONNECTED TO THENEW LOADING CENTER

13

CONNECT TO EXISTINGLOAD CENTER

18

1459.0

'

64.0

' 64.0

'

12.9

'

BEACH ACCESS(PUBLIC ACCESS)

PROPOSED 14.8' WIDECONCRETE SIDEWALK WITHINEX. ACCESS EASEMENT

15.0

'

PROP.SIGHTLIGHT (TYP.)

EXISTING LIGHTTO BE RELOCATED

EE

E

E

E

EE

CONTRACTOR TO MAINTAIN EXISTINGCIRCUITS ALTERNATE CONNECTIONSEVERY OTHER FIXTURESEE NOTE #5 FOR ADDITIONAL DETAILS

PROPOSED 50' LIGHTINGSPACING TO BE MAINTAINEDALONG EAST FACE OFBOARDWALK

CONNECT TOEXISTING CIRCUITSEE NOTE #5

CONNECT TOEXISTING CIRCUIT

SEE NOTE #5

PROPOSED METAL RAILING TO MATCH EXISTINGBOARDWALK RAILING

EXISTING PLAYGROUND TO BE RELOCATED

14.0

X

15 14.5

X

14.5

X

PROPOSED 15' WIDENATURALISTICBOARDWALK

14

X

13.50X

13.50X

13.50X

14.3

X

14.5

X

14.5

X

14.5

X

14.5

X

12

13.50X

13.84X

EXISTING LIGHTTO BE RELOCATED

13+00

14+00

15+00

16+00 16+22

PT: 13+

51.14PC

: 13+61.14

PCC: 14+71.60

PCC: 14+89.83

PRC: 15+19.81

PT

: 15+96.8

0PC

: 16+04.5

5

EP: 16+22.00

13+00

14+00

15+00

16+00 16+22

OCEAN AVENUE

OCEAN AVENUE

PROPOSED 15' WIDEBOARDWALK

CONNECT TO PROPOSEDCONCRETE SIDEWALKS(SEE INFRASTRUCTUREIMPROVEMENTS PLANPHASE 5 FOR DETAILS)

PROPOSED 15' WIDENATURALISTICBOARDWALK

X

X X X X X X

PROPOSED BEACH FENCE

11

10

12.20

X

13.50X

17

16

1413

11 12

13

11

12

13

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E

E CONCRETE SIDEWALK(SEE INFRASTRUCTUREIMPROVEMENTS PLANPHASE 5 FOR DETAILS)

PUBLICACCESS

10

X

X X X X X X

PROPOSED BEACH FENCE

CONTRACTOR TO CONNECT TOLOAD CENTER LP-O (NEW LOADCENTER - SEE PHASE 5INFRASTRUCTURE PLANS)

LIMIT OF BOARDWALK LIGHTINGTO BE CONNECTED TO THENEW LOADING CENTER

14

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Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:

WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-OVAL-LAYT

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

3000604A

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By:

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

9/1

7C

MR

EV

ISED

PER

NJD

EP C

OM

MEN

TS

202/0

9/1

8C

MR

EV

ISED

TO

CLA

RIF

Y B

OA

RD

WA

LK

DIM

EN

SIO

NS

307/0

2/1

8C

MR

EV

ISED

BO

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ALK

WID

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BET

WEEN

6T

H A

ND

7T

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UES

408/1

6/1

8PC

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..

..

..

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..

..

..

..

..

..

..

..

..

..

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..

..

..

..

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__________________________

of

FOR

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W

NORTH

OVERALL SITE PLAN

2

40 40 80

SCALE : 1" = 40'

032 24 16 8 20

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

LEGENDEXISTING PROPOSED

TRAVERSE LINE, CENTER LINEOR BASELINE (LABEL AS SUCH)

RIGHT OF WAY LINE

PROPERTY LINE

EDGE OF PAVEMENT

CURB

DEPRESSED CURB

SIDEWALK

FENCES

TREELINE

ROADWAY SIGNS

WETLAND LINE

MUNICIPAL BOUNDARY LINE

X X

13+0012+00

BACK

FACE

10

VHC

LIGHT FIXTURE

STALL COUNT

ADA ACCESSIBLE STALL

DEPRESSED CURB AND ADA RAMP

DIRECTION OF TRAFFIC FLOW

1. ALL ELECTRICAL CONDUIT TO BE 1 1/2" WITH (2) #8& (1) #8G

NOTES:

2. ELEVATIONS SHOWN ON THIS PLAN ARE REFERENCED TO NAVD 88.

MA

TC

H

LIN

E

MA

TC

H

LIN

E

N

S

E

W

NORTH

BOARDWALK ELEVATIONS

STATION ELEVATION

0+0014.3 (MATCH EXISTING)

0+70 14.50

1+00 14.50

2+00 14.50

3+00 14.50

4+00 14.50

4+17.13 14.50

4+50 14.24

5+00 13.84

5+42.13 13.50

6+00 13.50

7+00 13.50

8+00 13.50

9+00 13.50

10+00 13.50

11+00 13.50

12+00 13.50

13+00 13.50

13+29.30 13.50

13+50 13.26

14+00 12.68

14+50 12.10

15+00 11.52

15+50 10.94

16+00 10.36

16+22 10.10

Digitally signed by Robert CurleyDate: 2018.09.13 14:12:54-04'00'

EXISTING BOARDWALK AND FRAMINGTO BE REMOVED REFER TO DEMOLITIONNOTES

EXISTING CONCRETE TO BEREMOVED

EXISTING FRAMING TO REMAIN THISAREA MODIFY AS REQUIRED TO INSTALLNEW SHEET PILING

NATURALISTIC BOARDWALKBOARDWALK

TO REMAIN

EXISTING BOARDWALK AND FRAMINGTO BE REMOVED REFER TO DEMOLITIONNOTES

EXISTING RAILING TO BE REMOVED

EXISTING STAIRS TO BE REMOVED

26.4

2'±

EXISTING RAMP TO BE REMOVED

EXISTING RAMP TO BE REMOVED

32.6

7±

EXISTING BOARDWALK AND FRAMINGTO BE REMOVED REFER TO DEMOLITIONNOTES

EXISTING RAMP TO BE REMOVED

CUT & REMOVE EXISTING PILESTO 12" BELOW EXISTING GRADE(TYPICAL)

CUT & REMOVE EXISTINGSHEATHING TO 12" BELOWEXISTING GRADE (TYPICAL)

CUT & REMOVE EXISTINGSHEATHING TO 12" BELOWEXISTING GRADE (TYPICAL)

EXISTING BOARDWALK AND FRAMING TO BE DEMOLISHED AND REMOVED

REMOVE EXISTINGMETAL RAILING GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO MAKE A VISUAL INSPECTION OF THE BOARDWALK, INCLUDING UNDERNEATH THE BOARDWALK, PRIOR TO BIDDING ON THE WORK.

2. THE CORRUGATED ASBESTOS CEMENT SHEETING FIRE WALL LOCATIONS ARE APPROXIMATE AND NOT FIELD VERIFIED.

3. THE EXISTING BOARDWALK AND SUBGRADE MATERIALS ARE TO BE COMPLETELY DEMOLISHED AND REMOVED FROM THE SITE. THE FOLLOWING ITEMS ARE TO BE INCLUDED IN THE DEMOLITION: - ALL DECKING - ENTIRE SUBSTRUCTURE - CORRUGATED ASBESTOS CEMENT SHEETING - ALL WOODEN PILES ARE TO BE CUT TO 1' BELOW THE EXISTING SAND GRADE - WOODEN WAVE WALLS - ALL WOOD AND STEEL RAILINGS - ALL MISCELLANEOUS PIPING - LIGHT POLES AND RELATED CONDUIT & HARDWARE (GIVEN TO CITY WHERE NOT RELOCATED) - WOODEN ACCESS RAMPS - WOODEN BENCHES (TURN OVER TO OWNER) - ALL WOOD SCRAPS, TIMBER AND DEBRIS UNDER THE BOARDWALK - FLOWABLE FILL

4. MASS DEMOLITION WITH HEAVY MACHINERY IS NOT PERMITTED AS IT WILL LEAVE SPLINTERS ON THE BEACH.

5. CONTRACTOR IS RESPONSIBLE FOR CLEAN-UP & REMEDIATION OF ALL SPILLED OR LEAKING FUELS, LUBRICANTS & OTHER CHEMICALS.

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Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:

WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-DEMO

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

9/1

7C

MR

EV

ISED

PER

NJD

EP C

OM

MEN

TS

202/0

9/1

8C

MR

EV

ISED

TO

CLA

RIF

Y B

OA

RD

WA

LK

DIM

EN

SIO

NS

307/0

2/1

8C

MR

EV

ISED

BO

AR

DW

ALK

WID

TH

BET

WEEN

6T

H A

ND

7T

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UES

408/1

6/1

8PC

REV

ISED

PER

CIT

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TS

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

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__________________________

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FOR

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DEMOLITION PLAN

SECTIONS AND NOTES

3

10 10 20

SCALE : 1" = 10'

08 6 4 2 5

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

MA

TC

H

LIN

E

EXISTING BOARDWALK - PARTIAL DEMOLITION PLAN(DO NOT SCALE PLAN)

EXISTING BOARDWALK - CROSS SECTION (LOOKING NORTH)N.T.S.

10 10 20

SCALE : 1" = 10'

08 6 4 2 5

EXISTING BOARDWALK - PARTIAL DEMOLITION PLAN(DO NOT SCALE PLAN)

10 10 20

SCALE : 1" = 10'

08 6 4 2 5

EXISTING BOARDWALK - PARTIAL DEMOLITION PLAN(DO NOT SCALE PLAN)

10 10 20

SCALE : 1" = 10'

08 6 4 2 5

EXISTING BOARDWALK - PARTIAL DEMOLITION PLAN(DO NOT SCALE PLAN)

Digitally signed by Robert CurleyDate: 2018.09.13 14:12:57-04'00'

7+00

8+00 9+00

10+00 11+0012+00

13+00

14+00

15+00

16+00

16+22

OCEAN AVENUEOCEAN AVENUE

0+

00

1+

00

0+00

1+00

2+00

OCEAN AVENUE

1

9

2

3

2

4

27

3

2

3

7

40

41

45

50

51

52

55

5

6

5

7

5

8

5

9

6

0

6

1

6

2

6

4

6

5

6

6

6

8

6

9

7

0

7

2

7

3

7

4

7

5

7

7

7

8

7

9

8

0

8

1

8

2

8

3

8

6

8

7

8

9

9

0

8

8

54

2E

1E

1W

2W

3W

4W

6W

7W

8W

21'- 0

"

B

R155.5

'

R158.5

'

12

1314

15

16

17

1

8

2

0

2

1

2

2

2

5

26

28

29

3

0

3

1

3

3

3

4

3

5

3

6

3

8

3

9

42

43 44

46

4748 49

53

6

3

6

7

7

1

7

6

8

4

8

5

5W

9W

122'- 6

"

R148.5

'

R173.5

'

R190.5

'

R494'

R495.5'

R105.5'

R22.5'

R92.5'

BL

B

L

BL

B

L

L

SEE "PARTIAL FRAMING

PLAN @ BENCHES"

DRAWING 5

LIGHT POLE BASE

SEE DETAIL (TYP)

LIGHT POLE BASE

SEE DETAIL (TYP)

SEE "PARTIAL FRAMING

PLAN @ WEST END RAMP 1"

DRAWING 5

SEE "PARTIAL FRAMING

PLAN @ NORTH END"

DRAWING 5

LIGHT POLE BASE

SEE DETAIL (TYP)

LIGHT POLE BASE

SEE DETAIL (TYP)

BL

CONCRETE SIDEWALK(BY OTHERS)

CONCRETE SIDEWALK(BY OTHERS)

R155.5

'

R369.5

'

SEE "PARTIAL FRAMING

PLAN @ EAST END OF

RAMP" DRAWING 5

EX. LIGHTINGTO REMAIN

X

X

X X X X X

7

PROPOSED BEACH FENCE

NORTH BEACH FISHERMEN'SPUBLIC RESTROOMS (NOT INCONTRACT)

PT

: 6+

95.1

5

PC

: 7+

10.1

5

PRC

: 7+72

.65

PT

: 8+

79.3

9

PC

: 8+

94.8

9

PRC

: 9+44.22

PT

: 10+

06.0

4PC

: 10+

10.0

2 PR

C: 10+

80.2

7

PT: 13+

51.14PC

: 13+61.14

PCC: 14+71.60

PCC: 14+89.83

PRC: 15+19.81

PT

: 15+96.8

0PC

: 16+04.5

5

EP: 16+22.00

7+00

8+00 9+00

10+00 11+0012+00

13+00

14+00

15+00

16+00

16+22

R215.5'

R405.5'

0+00

1+00

2+003+00

4+00

5+00

6+00

19+

00

19+82.61

19+

00

19+82.38

19+

00

19+

00

19+

00

19+82.61

PC = 18+88.07

19+

00

19+82.38

PC = 18+86.73

19+

00

19+

00

37+00

38+00

39+00

40+0041+00

42+00

OCEAN AVENUE

HY D

H

Y D

M

H

M

H

M

H

M

H

VV

VV

2

6

1

0

13

4

5

7

8

9

1

1

12

13

R144.5

'

LIGHT POLE BASE

SEE DETAIL (TYP)

BL

101

103

104

1

0

5

1

0

61

0

7

1

0

8

1

0

9

1

1

0

112

111

113

114

115

116

1

1

7

1

1

8

1

1

9

1

2

0

1

2

1

1

2

2

1

2

3

124

125

126

127

128

129

133

134

B

SEE "PARTIAL FRAMING

PLAN @ SOUTH END RAMP"

DRAWING 5

LIGHT POLE BASE

SEE DETAIL (TYP)

SEE "PARTIAL FRAMING

PLAN @ WEST END RAMP 2"

DRAWING 5

R155.5

'

L

R557.5

'

R194.5

'

BOARDWALK ON SLEEPERS

SEE DETAIL DWG 6

X

102

EX. LIGHTINGTO REMAIN

BP: 0

+00.0

0

PC

: 0+

11.0

2

PR

C: 0+

69.6

3 PR

C: 3

+65.8

4

PC

C: 4+

17.1

3

PR

C: 4+80.7

5

PRC

: 5+95.84

0+00

1+00

2+003+00

4+00

5+00

6+00

1

3

5

1

3

61

3

71

3

8

1

3

9

1

4

0

1

4

1

R194.5

'

132

131

130

SEE "PARTIAL FRAMING

PLAN @ SOUTH END"

DRAWING 5

SEE "PARTIAL FRAMING PLAN

@ SOUTH END RAMP 2"

DRAWING 5

R194.5

'

PROPOSEDLIGHT

FIXTURE

EX. LIGHTINGTO BE

RELOCATED

STAGINGAREA

TEMPORARY12'X40'

CONSTRUCTIONTRAILER

15' X 50'CONSTRUCTION

ACCESS PAD

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Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:

WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-BWALK-FRAME

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

3000604A

\Nort

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nd B

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lans\

C-B

WA

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AM

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04-F

RA

MIN

G P

LA

N

By:

CM

AR

CH

I

Know what'sbelow.before you dig.Call

R

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

9/1

7C

MR

EV

ISED

PER

NJD

EP C

OM

MEN

TS

202/0

9/1

8C

MR

EV

ISED

TO

CLA

RIF

Y B

OA

RD

WA

LK

DIM

EN

SIO

NS

307/0

2/1

8C

MR

EV

ISED

BO

AR

DW

ALK

WID

TH

BET

WEEN

6T

H A

ND

7T

H A

VEN

UES

408/1

6/1

8PC

REV

ISED

PER

CIT

Y C

OM

MEN

TS

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

__________________________

of

FOR

N

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W

NORTH

BOARDWALK FRAMINGPLAN

4

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

NOTES:

1. REFER TO "TYPICAL BOARDWALK FRAMING PLAN" FOR PIPE

GIRDERS, STRINGERS, AND DECKING LAYOUT.

2. COORDINATE ACTUAL LAYOUT, EXTENT, ELEVATIONS AND

BASELINE STATIONING WITH SITE AND LANDSCAPE PLANS.

30 30 60

SCALE : 1" = 30'

024 18 12 6 15

BOARDWALK PILE BENT LOCATION PLAN

30 30 60

SCALE : 1" = 30'

024 18 12 6 15

BOARDWALK PILE BENT LOCATION PLAN

MA

TC

H LIN

E

N

S

E

W

NORTH

MA

TC

H LIN

E

Digitally signed by Robert CurleyDate: 2018.09.13 14:12:58-04'00'

52

53

5

6

5

7

2W

1W

2E

5

5

3W

1E

54

9W

BL

8W

7W

6W

5W

1

8

1

9

2

1

2

0

2

2

2

3

PRC

: 7+72

.65

EDGE OF DECK (TYPICAL)

13'-6" MAX 13'-6" MAX

15'-0

" MA

X B

OA

RD

WA

LK

5.5

0'

5.5

0'R

AD

IUS V

AR

IES, SE

E SIT

E P

LA

N

STRINGERS, SPACE EQUALLY

VARIES

VARIES

BL

GIRDERS (TYPICAL)PILE (TYPICAL)

PILE (TYPICAL)

NOTE:PROVIDE SOLID BLOCKING @MIDSPAN & GIRDERS (TYPICAL)

2x6 DECKING PERPENDICULARTO STRINGERS CONT PIECEWITHOUT INTERMEDIATEJOINTS (TYPICAL)

PLAN

SEE

PLAN

SEE

PLAN

SEE

EDGE OF DECK (TYPICAL)

1

2

3

141

132

140

131

8

6

8

7

9

0

8

8

8

9

PILE (TYPICAL).

NOTCH ALLSTRINGERS WITHINMULTIPLELONGITUDINALDECKING AT GIRDERBEARING ONLY(NOTCH MAX. 2"DEEP x 12" LONG) ASREQUIRED TOPROPERLY INSTALL2x4 FLATS.

GIRDERS (TYPICAL).

NOTCH ALL STRINGERSWITHIN MULTIPLELONGITUDINALDECKING AT GIRDERBEARING ONLY(NOTCH MAX. 2" DEEPx 12" LONG) ASREQUIRED TOPROPERLY INSTALL 2x4FLATS.

2X4 (FLAT) @ 16" ONTOP OF NOTCHEDSTRINGERS FORLONGITUDINALDECKING.

DOUBLE STRINGERS ATSINGLE LONGITUDINALDECK PIECE (TYPICAL).

PROVIDE SOLIDBLOCKING ATMIDSPAN ANDGIRDERS (TYPICAL).

CONT. EDGE 2X12THROUGH BOLTEDTO SHEETING ANDFIRST STRINGER.ALIGN AND BUTT ENDWITH EXISTING EDGEMEMBER.

NEW CONT. SHEET PILETO MATCH EXISTING INTYPE, MATERIAL, &PROFILE. LAP WITHEXISTING SHEETING. SEEPLAN FOR LOCATIONAND EXTENT.

STOP GIRDERS ATFACE OF SHEETING.

MULTIPLELONGITUDINALDECKING ASSHOWN TYP.

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

±14'- 0

" (4

5°

DEC

KIN

G)

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

8'- 0

" (4

5°

DEC

KIN

G)

3x12 STRINGERS EQ.

SPACED AT 16" MAX.4'- 3"

(LONGITUDINALDECKING)

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

8'- 0

" (4

5°

DEC

KIN

G)

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

8'- 0

" (4

5°

DEC

KIN

G)

3x12 STRINGERS EQ.

SPACED AT 16" MAX.4'- 3"

(LONGITUDINALDECKING)

SINGLELONGITUDINALDECK PIECE TYP.(3 LOCATIONS)

± 4

'-10"

INC

REA

SED

DEC

K W

IDT

H

64'-0"

MA

X. BO

AR

DW

ALK

LINE OF EXIST.BOARDWALKEDGE.

EDGE OF DECK. CUTENDS TO CREATEREQUIRED CURVE.TYPICAL. BOTH SIDES OFBOARDWALK.

45° DECK PATTERNAS SHOWN TYP.

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

8'- 0

" (4

5°

DEC

KIN

G)

3x12 S

TR

ING

ER

S EQ

.

SPA

CED

AT

16"

MA

X.

8'- 0

" (4

5°

DEC

KIN

G)

SEEPLAN SEE

PLANSEE

PLAN

SEEPLAN SEE

PLANSEE

PLAN

2X4 (FLAT) @ 16" ONTOP OF NOTCHEDSTRINGERS FORLONGITUDINALDECKING.

VARIESVARIES

2x6 SPLINE AT ENDS OFSEGMENTAL LONGITUDINALDECKING AND CHANGE IN ANGLEAROUND CURVE. SPLINE TO ALIGNON BOTH SIDES OFLONGITUDINAL DECKINGTYPICAL. MITER ENDS OF 45 °DECKING INTO SPLINE.

℄

RA

DIU

S V

AR

IES

SEE S

ITE P

LAN

.

13'-6" MAX.13'-6" MAX.

SEEPLAN

13'-6" MAX.

SEEPLAN

VARIES

101

102

103

104

104

1+001+00

107

108

109 110

106

105

124

125

126

129

130

REV

DA

TE

DR

AW

N B

YD

ESC

RIP

TIO

N

Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-BWALK-FRAME

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

3000604A

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Know what'sbelow.before you dig.Call

R

REV

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N B

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

9/1

7C

MR

EV

ISED

PER

NJD

EP C

OM

MEN

TS

202/0

9/1

8C

MR

EV

ISED

TO

CLA

RIF

Y B

OA

RD

WA

LK

DIM

EN

SIO

NS

307/0

2/1

8C

MR

EV

ISED

BO

AR

DW

ALK

WID

TH

BET

WEEN

6T

H A

ND

7T

H A

VEN

UES

408/1

6/1

8PC

REV

ISED

PER

CIT

Y C

OM

MEN

TS

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

__________________________

of

FOR

ENLARGED BOARDWALKFRAMING PLAN

5

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

PARTIAL FRAMING PLAN @ SOUTH ENDSCALE: 1" = 10' (DO NOT SCALE PLAN)

PROVIDE DOUBLE GIRDERS

@ LIGHT POLE BASE (TYP)

LIGHT POLE BASE

SEE DETAIL SHT 6

ADDITIONAL

TIMBER PILE

S

T

R

I

N

G

E

R

S

S

T

R

IN

G

E

R

S

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

3 1/2x 11 1/4

TREATED

PARLLAM

GIRDERS

ADDITIONAL

STRINGERS

THIS AREA

EDGE OF DECKING (TYP)

PROVIDE RIPPED DECKING

BOARDS @ GIRDERS TO

ACCOMMODATE

BOARDWALK CURVATURE

EDGE OF

DECKING (TYP)

EX. LIGHT TO

REMAIN

ST

RIN

GE

RS

ST

RIN

GE

RS

ST

RIN

GE

RS

ST

RIN

GE

RS

S

T

R

IN

G

E

R

S

S

T

R

IN

G

E

R

S

3 1/2x11.25 P

SL

3 1/2x11.25 P

SL

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END BY

SIMPSON STRONG-TIE.

STRINGERS

3 1/2x11.25 PSL

NOTES:

1. SEE "TYPICAL NARROW AND WIDE BOARDWALK FRAMING

PLANS"FOR MEMBERS NOT SHOWN.

2. PROVIDE HUS 212-2 FACE MOUNT HANGER BY SIMPSON STRONG

TIE OR APPROVED EQUAL FOR 3x12 STRINGER AS NEEDED

(STAINLESS STEEL ONLY).

S

T

R

IN

G

E

R

S

ST

RIN

G

ER

S

ST

RIN

GE

RS

ST

RIN

GE

RS

ST

RIN

GE

RS

ST

RIN

GE

RS

TOP OF DECK TO MATCH GRADE

COORDINATE W/ SITE PLANS

TOP OF NEW BOARDWALK TO

MATCH ADJACENT BOARDWALK.

SEE SECTION AT NEW TO EXIST.

BOARDWALK.

TOP OF DECK TO MATCH

GRADE COORDINATE W/

SITE PLANS

5 1/4x11.25 PSL

STRINGERS

BOARDWALK

TO REMAIN

PARTIAL FRAMING PLAN @ BENCHESSCALE: 1" = 10' (DO NOT SCALE PLAN)

5

'-

0

"

SCALE: 1" = 10' (DO NOT SCALE PLAN)

PARTIAL FRAMING PLAN @ EAST END OF RAMPSCALE: 1" = 10' (DO NOT SCALE PLAN)

SCALE: 1" = 5'(DO NOT SCALE PLAN)

NOTES:

1.REFER TO TYPICAL NATURALISTIC BOARDWALK SECTION FOR

PARTS NOT NOTED OR SHOWN.

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

S

T

R

I

N

G

E

R

S

EDGE OF DECKING

(TYP)

TOP OF DECK TO MATCH GRADE

COORDINATE W/ SITE PLANS

PROVIDE DOUBLE GIRDERS

@ LIGHT POLE BASE (TYP)

LIGHT POLE BASE

SEE DETAIL SHT 6

PARTIAL FRAMING PLAN @ NORTH ENDSCALE: 1" = 10' (DO NOT SCALE PLAN)

PARTIAL FRAMING PLAN @ WEST END RAMP 2SCALE: 1" = 10' (DO NOT SCALE PLAN)

METAL

RAILING

(TYPICAL)

PROPOSED 3'x6' WOOD

PLATFORM (SEE DETAIL 7)

ST

AIR

3

L

A

N

D

IN

G

STAIR AND RAMP PILES

COORDINATE CUT OFF

ELEVATIONS WITH FRAMING

PLAN & SECTIONS

PROPOSED SHOWERS AND

FOOTWASHES (SEE DETAIL - 2 SETS)

4

5

R

A

M

P

D

O

W

N

13.0

X

14.0

X

12.0

X

R

A

M

P

D

O

W

N

LA

N

D

IN

G

TOP OF DECK TO MATCH GRADE

COORDINATE W/ SITE PLANS

S

T

R

IN

G

E

R

S

S

T

R

IN

G

E

R

S

S

T

R

IN

G

E

R

S

S

T

R

IN

G

E

R

S

ST

RIN

GE

RS

STRINGERS

PROVIDE RIPPED DECKING

BOARDS @ GIRDERS TO

ACCOMMODATE

BOARDWALK CURVATURE

LIGHT POLE BASE

SEE DETAIL SHT 6

3 1/2x11.25 P

SL

3 1/2x11.25 PSL

W/ HGUS 48 FACE

MOUNT HANGER

EACH END

STRINGERS

ST

RIN

GE

RS

ST

RIN

GE

RS

CONCRETE WALKWAYS

PROVIDED BY OTHERS (TYP)

CONCRETE WALKWAYS

PROVIDED BY OTHERS (TYP)

PROVIDE DOUBLE

GIRDERS @ LIGHT

POLE BASE (TYP)

10' WIDE BOARDWALK

ON SLEEPERS

PARTIAL FRAMING PLAN @ SOUTH END RAMPSCALE: 1" = 10' (DO NOT SCALE PLAN)

PARTIAL FRAMING PLAN @ SOUTH END RAMP 2SCALE: 1" = 10' (DO NOT SCALE PLAN)

PARTIAL WIDE BOARDWALK FRAMING PLAN AT TYPICAL LOCATIONSCALE: 1" = 80'

(DO NOT SCALE PLAN)

NOTES:

1.REFER TO TYPICAL WIDE BOARDWALK SECTION FOR PARTS NOT

NOTED OR SHOWN.

PARTIAL NARROW BOARDWALK FRAMING PLAN AT TYPICAL LOCATION

DECKING NOTES AT CURVED BOARDWALK:

· AT NARROW BOARDWALK PROVIDE RIPPED 2x6 DECKING BOARDS

AT GIRDERS TO ACCOMMODATE BOARDWALK CURVATURE MIN.

WIDTH 2". ADD BLOCKING AS REQUIRED AT GIRDERS TO CATCH

NARROW END OF RIPPED DECK BOARDS (TYPICAL).

· AT WIDE BOARDWALK LONGITUDINAL DECKING MEMBERS TO BE

SEGMENTAL TO CREATE REQUIRED RADIUS.

· MITER AND BUTT ENDS OF LONGITUDINAL SEGMENTAL DECKING

BOARDS AT CHANGE IN CURVE IN WIDE BOARDWALK.

· AT WIDE BOARDWALK ADD BLOCKING BETWEEN JOISTS ON BOTH

SIDES OF SPLINE AS REQUIRED TO SUPPORT ENDS OF 45° DECK

PATTERN.

LIGHT POLE BASE SEE LIGHT POLE FOUNDATION

DETAIL ON BOARDWALK ON SHT 6 FOR SIM. CONN.

TYP. FOR BOTH SIDES OF NEW WIDE BOARDWALK

PROVIDE DOUBLE GIRDERS

@ LIGHT POLE BASE (TYP)

ADDITIONAL TIMBER PILE

3 1/2x 11 1/4 TREATED

PARLLAM GIRDERS

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END

PROVIDE RIPPED DECKING

BOARDS @ GIRDERS TO

ACCOMMODATE BOARDWALK

CURVATURE

STRINGERS

PARTIAL FRAMING PLAN @WEST END OF RAMP 1

STRINGERS

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END BY

SIMPSON STRONG-TIE.

3 1/2x11.25 P

SL

EX. LIGHT TO BE

RELOCATED

3 1/2x11.25 PSL W/ HGUS 48 FACE MOUNT

HANGER EACH END BY SIMPSON STRONG-TIE

EX. LIGHT TO BE RELOCATED

STRINGERS

ST

RIN

GE

RS

STRINGERS

3 1/2x11.25 P

SL

ST

RIN

GE

RS

STRINGERS

STRINGERS

3 1/2x11.25 P

SL

STRINGERS

3 1/2x11.25 P

SL

3 1/2x11.25 PSL W/ HGUS 48 FACE

MOUNT HANGER EACH END

STRINGERS

3 1/2x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

5 1/4x11.25 PSL

3 1/2x11.25 PSL

3 1/2x11.25 PSL

Digitally signed by Robert CurleyDate: 2018.09.13 14:13:01-04'00'

(2) 1/2" DIA.BOLTS

HAND SNUG (GALV.)

1' MIN.

TYPICAL STRINGER CONNECTION

DETAIL AT GIRDERS

N.T.S.

CONT. GIRDER BEYOND EACH

SIDE (TYP.)

11' - 0"

15' - 0"

TYPICAL NATURALISTIC BOARDWALK SECTION

COORDINATE GRADING

W/ SITE PLANS

BO

AR

DW

ALK

TRIM STRINGERS AS

REQUIRED (TYP.)

SECTION AT THE NORTH END OF BOARDWALK

GIRDER SEE PLAN (TYP.)

NOTCH GIRDER 1 1/2"

INTO TOP OF PILE

(TYPICAL)

TYPICAL GIRDER TO PILE CONNECTION

(2) 1" DIA. THRU BOLTS

EACH PILE (HDG)

2 x 6 DECKING

PROVIDE SOLID BLOCKING

@ GIRDERS (TYP.)

STRINGERS EQUALLY

SPACED (TYP.)

PROVIDE 16" LONG TWIST (SIMPSON MTS. OR

EQUAL) STAINLESS STEEL METAL STRAP

ANCHORS EACH END OF EACH JOIST

(TYPICAL)

(2) #10 3 1/2" LONG SELF-TAPPING

SS SCREWS EACH DECKING

MEMBER @ EACH STRINGER

2' - 0" 2' - 0"

5" MIN

CONT. CURB 3x4 W/ BEVELED

EDGES "HDPE" INSTALL IN 10'

LENGTHS MAX WITH 1/2" SPACE AT

ENDS

TYPICAL SECTION AT CURB CONNECTION

1/2" DIA. STAINLESS

STEEL CARRIAGE BOLT

W/NUT & WASHER @ 24"

OC MAX.

CONT. 3x4 HDPE CURB

ROUND OVER ALL

EXPOSED EDGES. CURVE

AS REQUIRED (TYPICAL)

NOTE:

ALL CURB ENDS SHALL BE

FITTED AND MITERED FOR

A TIGHT FIT (NO GAP)

(TYP.)

SOLID BLOCKING @ GIRDERS

AND MIDSPAN OF STRINGERS

(TYP.)

MATERIAL LIST:

(SEE GENERAL NOTES)

PILES:

15 TON BEARING CAPACITY TIMBER PILES (8" MIN. TIP) MINIMUM LENGTH EQUALS 20

FEET (2) PER GIRDER LENGTH.

GIRDERS:

(2) 3 1/2x11 1/4" TREATED PARALLAM (PSL)

STRINGERS:

3x12 (NOM) TREATED TIMBERS @16" OC MAX. (BLOCKING TO MATCH)

DECKING:

2x6 (NOM) TREATED DECKING.

CURBING

3x4 (NOM) "HDPE" (POST-CONSUMER CONTENT PLASTIC LUMBER MADE

FROM 100% POST-CONSUMER AND RECOVERED HIGH DENSITY POLYETHYLENE)

HARDWARE

1. ATTACH DECKING BOARDS WITH #10 X 3 1/2" LONG STAINLESS STEEL SCREWS,

SQUARE DRIVE UNLESS OTHERWISE NOTED.

2 x 6

DECKING

3x10 (NOM) TREATED

GIRDER SEE LIST

2 1

3/1

6"

CONTRACTOR TO BACKFILL SIDES

OF BOARDWALK TO MINIMIZE

WASHOUTS & SINKHOLES IN

ADJACENT GROUND

BOARDWALK ON SLEEPERS

MATERIAL LIST:

(SEE GENERAL NOTES)

GIRDERS:

4x8 @ 8'-0" OC TREATED TIMBER

STRINGERS:

4X4 (MOM) TREATED TIMBER @ 16" OC MAX. (BLOCKING TO MATCH)

DECKING:

2x6 (NOM) TREATED TIMBERS

(3) 3 1/2" LONG SELF-TAPPING SS SCREWS

EACH MEMBER @ EACH STRINGER

2 x 6 DECKING

STRINGER'S

@ 16" 0C

MAX.

GIRDERS @

8'-0" OC

4" 1' - 4" 1' - 4" 1' -4" 1' - 4" 4"

6' - 0"

TIMBER PILE (TYP.)

N.T.S.

N.T.S.

N.T.S.N.T.S.

N.T.S.

NOTES:

1. CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION AT EACH LOCATION.

2. LIGHT POLES SHALL BE LOCATED DIRECTLY OVER EXISTING GIRDER.

3. LIGHT POLES SHALL BE SPACED SO BACKING PLATE DOES NOT CONFLICT WITH EXISTING

PILES.

4. TIGHTEN BOLTS THOROUGHLY TO ASCERTAIN SOME PRETENSION LOAD TO REDUCE THE

EFFECTS OF WOOD SHRINKAGE

MIN

2 " PVC

WOOD BLOCKING

SIZE AS REQUIRED

18" X 40" X

1

4

"

ALUM PLATE

100 A

20 A

20 A

TO LIGHTS

NOTE:

1. ALL CONDUCTORS SHALL BE XHHW-2

EXISTING SERVICE

LOAD CENTER

EXISTING

LIGHTING PANEL

120/240- 1Ø

NEMA 3R

QO-100 A MAIN

16 SPACES

6-20A-2P BREAKERS

SD-Q0116M100RB

OR EQUAL

EXISTING

JUNCTION BOX

18 X 17 X 8

COMPRESSION

SPLICES WITH

COLD SHRINK #6

TO #10

C POLE

& FDN.

L

LIGHT POLE FOUNDATION DETAIL

N.T.S.

ON BOARDWALK

PROVIDE 3x12 SCAB PIECE, 6' LONG,

ON EACH SIDE OF LIGHT POLE.

ATTACH TO EXISTING STRINGER WITH

(4) 1/2"Ø HDG THRU BOLTS EACH SIDE

(8 TOTAL PER SCAB PIECE)

LIGHT POLE (BY OTHERS).

MUST BE LOCATED DIRECTLY

OVER EXISTING GIRDER

ANCHOR BOLTS AND BASE PLATE

PER LIGHT POLE MANUFACTURER

(CONTRACTOR MAY NEED TO

SUBSTITUTE HOOKED ANCHOR

BOLTS WITH 3/4"Ø HDG BOLTS

THREADED TOP AND BOTTOM)

PROVIDE 12"x12" x1/4"

BACKING PLATE

PROVIDE DOUBLE HEAVY

HEX NUT WITH WASHER ON

EACH ANCHOR BOLT

SECURE CABLE TO WOOD

CONTRACTOR SHALL PROVIDE 3x

BLOCKING ON EACH SIDE OF ANCHOR

BOLTS (TIGHT AGAINST ANCHOR BOLTS)

FINISHED GRADE

MAGNETIC WARNING

TAPE-RED-"ELECTRIC"

7

11

16

"

2" SCH 40 PVC

3

13

16

"

1'-3

3

8

"

MIN

BURIED 2" PVC CONDUIT DETAIL

N.T.S.

2" HOLE PVC STRAP

1

4

" X 2" S.S. LAG BOLT

S.S. FLAT WASHER

JOIST

4-

1

4

" X 4" S.S. LAG BOLT (TYP.)

UNDERMOUNT 2" PVC CONDUIT DETAIL

N.T.S.

NOTE: 1. MOUNT EVERY 5 FT.

11 1/2"

3'-2

3

8

"1

'-1

1

1

16

"

FINISHED GRADE

2'-1

5

8

"

B-LIVE B22AAL ALUMINUM

CHANNEL

BITUMINOUS COATING

CLASS 3 CONCRETE

10" SONO TUBES

PANEL SUPPORT DETAIL

(NORTH SIDE POWER PANEL)

PANEL SUPPORT DETAIL PROFILE

(NORTH SIDE POWER PANEL)

FINISHED GRADE

MYERS HUB (TYP.)

2" L.B.

ALUM CONDUIT

SERVICE

B-LIVE B22AAL ALUMINUM

CHANNEL

PANEL

JUNCTION BOX

18" H X 17" W X 8" D

ALUMINUM CONDUIT

PVC SWEEP

2" SCH 40 PVC

NEMA 4X

6 #6-2 C (TYP.)6 #10-1" C

(TYP.)

4 #2, 2" C

NORTH SIDE ONE LINE

N.T.S.

N.T.S.

(EXISTING)

N.T.S.

(EXISTING)

2"

LIGHT POLE

C POLE

& FDN.

L

3/4" ANCHOR BOLTS AND BASE PLATE

PER LIGHT POLE MANUFACTURER

PROVIDE 3/4" CHAMFER

ALL AROUND

FINISHED GRADE

#3 TIES

PROVIDE SMOOTH FORM

FINISH ABOVE GRADE

24" DIA. CONC. FOUNDATION

4000 PSI @ 28 DAYS, AIR

ENTRAINED 6%.

(6) #5 VERT. BARS EVENLY

SPACED WITH #3 TIES @ 12"

C/C ADDL. TIES AS SHOWN

12

"

2 1/2" CL.

4"

4"

4"

ST

IC

KU

P

PE

R O

WN

ER

4'-6

" M

IN

. B

UR

Y (W

/O

A

TT

AC

HE

D S

IG

N)

6'-0

" M

IN

. B

UR

Y (W

/A

TT

AC

HE

D S

IG

N)

3/4" PVC CONDUIT

LIGHT POLE FOUNDATION DETAIL

N.T.S.

GROUND LEVEL

3/4" X 8' GROUND

ROD CONNECT W/

1 #2

1 1/2" PVC CONDUIT IN &

OUT

ELEVATION VARIES (SEE PLANS)

9" DIA. BOLT CIRCLE

ON 11" DIA. PLATE

(4) 3 1/2x11 1/4 PSL'S

(LAYFLAT) ON GIRDERS

ELECTRICAL

JUNCTION BOX

C PILE & LIGHT POLE

L

9 5

/8

"

STRINGER BEYOND

(4) 3 1/2x11 1/4 PSL'S (LAYFLAT).

CONNECT PSL'S TOGETHER & TO

GIRDERS W/(16) 6" 60d x 4ga STAINLESS

STEEL NAILS BETWEEN EACH LAYER.

STAGGER TO AVOID CONFLICT

(2) 3 1/2x9 1/2 GIRDER

EACH SIDE

C LIGHT POLE & 4" DIA. HOLE IN PSL'S

& PILE FOR PVC & CONDUIT

L

SECTION @ LIGHT POLE BASEPLAN @ LIGHT POLE BASE

DECK BEYOND

CONDUIT

NOTE: CONTRACTOR MAY SUBMIT ALTERNATE DETAIL AS

SUBSTITUTION FOR REVIEW BY ENGINEER.

DESIGN FOR LAMP POST MOMENT OF 1000 FT-LBS.

ELECTRICAL JUNCTION BOX

8" DIA. PILE

EDGE OF DECK

(4) 1/2" DIA. LAG SCREW x 9"

LONG TYPE 316 STAINLESS

STEEL

PROVIDE 1/4" THICK TYPE 316

STAINLESS STEEL GASKET

PLATE BETWEEN ALUM BASE

PLATE AND PSL'S

(4) 3/4" DIA GALV

THRU-BOLTS

W/WASHERS &

NUTS AT CORNERS

N.T.S. N.T.S.

2'-0"

EQ. (MAX. 9'-0") EQ. (MAX. 9'-0")

4'-0"

EQ. (MAX. 9'-0") EQ. (MAX. 9'-0")

4'-0"

EQ. (MAX. 9'-0") EQ. (MAX. 9'-0")

CONT. GIRDER LENGTH CONT. GIRDER LENGTH CONT. GIRDER LENGTH

2x6 AT 16" O.C.

DECKING TYP.

64'-0"

3x12 STRINGERS EQUALLY

SPACED W/ 2'-0" MIN.

OVERLAP TYP. AT ALL

STRINGERS.

3x12 STRINGERS EQ. SPACED (45° DECKING)

2x6 SINGLE LONGITUDINAL

DECK PIECE.

3X12 STRINGERS EQ. SPACED (45° DECKING)

3X12 STRINGERS EQ. SPACED (45° DECKING)

3X12 STRINGERS EQ. SPACED

(LONGITUDINAL DECKING)3X12 STRINGERS EQ. SPACED (45° DECKING)3X12 STRINGERS EQ. SPACED (45° DECKING)

3X12 STRINGERS EQ. SPACED

(LONGITUDINAL DECKING)3X12 STRINGERS EQ. SPACED (45° DECKING)

SAND ELEVATION

VARIES.

(2) STRINGERS AT EA. SINGLE

LONGITUDINAL DECK PIECE TYP. 3

LOCATIONS. BUTT ENDS AT GIRDER.

NOTCH BOTTOM OF STRINGERS

AT GIRDER WITHIN MULTIPLE

LONGITUDINAL DECKING AND

OVERLAY W/ 2x4 (FLAT) AT 16"

O.C. TO INSTALL LONGITUDINAL

DECKING.

PROVIDE SOLID BLOCKING

AT GIRDERS TYP.

SEE DECKING INTERFACE

DETAIL AT LONGITUDINAL

AREAS TYP.

SPLICE IN GIRDER BUTT

ENDS.

(2) #10 3

1

2

" LONG SELF-TAPPING

S.S. SCREWS EACH DECKING

MEMBER AT EACH STRINGER.

2x6 SINGLE LONGITUDINAL

DECK PIECE.

NOTCH BOTTOM OF STRINGERS

AT GIRDER WITHIN MULTIPLE

LONGITUDINAL DECKING AND

OVERLAY W/ 2x4 (FLAT) AT 16"

O.C. TO INSTALL LONGITUDINAL

DECKING.

SEE DECKING INTERFACE

DETAIL AT LONGITUDINAL

AREAS TYP.

SPLICE IN GIRDER BUTT

ENDS.

CONT. GIRDER

EACH SIDE TYP.

2x6 SINGLE LONGITUDINAL

DECK PIECE.

PROVIDE 16" LONG TWIST (SIMPSON MTS

OR EQUAL) STAINLESS STEEL METAL

STRAP ANCHORS EACH END OF EACH

JOIST (TYPICAL).

TYPICAL WIDE BOARDWALK SECTION

MATERIAL LIST:

(SEE GENERAL NOTES)

PILES:

15 TON BEARING CAPACITY TIMBER PILES (8" MIN. TIP) MINIMUM LENGTH EQUALS 20 FEET

(3) PER GIRDER LENGTH.

GIRDERS:

(2) 3 1/2x9 1/2" TREATED PARALLAM (PSL)

STRINGERS:

3x12 (NOM) TREATED TIMBERS @16" OC MAX. (BLOCKING TO MATCH)

DECKING:

2x6 (NOM) TREATED DECKING.

EDGE MEMBER

2x12 (NOM) TREATED TIMBER

HARDWARE

1. ATTACH DECKING BOARDS WITH #10 X 3 1/2" LONG STAINLESS STEEL SCREWS,

SQUARE DRIVE UNLESS OTHERWISE NOTED.

V.I.F. W/ EXIST.

SHEETING.

EMBED. SHEET

PILE TIP

-5'-6" MIN. BELOW

SAND ELEVATION.

CONT. EDGE 2x12

BUTT ENDS.

(1) 1" Ø GALV.

THROUGH BOLT

BETWEEN EDGE 2x12,

SHEETING, AND FIRST

STRINGER. PROVIDE

AT CENTER OF EA.

EXTERIOR SHEETING

FLUTE.

NEW CONT.

SHEET PILE.

CANT. DECK

TO MATCH

EXIST. (1"

MAX.)

CANT. DECK TO MATCH

EXIST. (1" MAX.)

EQ. EQ. EQ. EQ.

2'-0"

N.T.S.

METAL RAILING TO MATCH

EXISTING BOARDWALK

RAILING

12

" M

IN

IM

UM

ELEVATION 14.5 (TYP.)

LONGITUDINAL DECKING

45° DECKING

2x4 FOR LONGITUDINAL DECKING

SUPPORT.

STRINGER NOTCHED AT GIRDER

TO ACCOUNT FOR 2x4's. BUTT

ENDS OVER GIRDER.

DECKING INTERFACE DETAIL

(1) S.S. #10 x 3

1

2

" SCREWS AT EA.

2x4 END.

AT ALL LONGITUDINAL AREAS

FASTEN MULTIPLE STRINGER

TOGETHER W/ (2) S.S. #10 x 3

1

2

"

SCREWS AT 16" O.C.

GIRDER.

FIRST STRINGER AT 45°

DECKING. BUTT ENDS AT

GIRDER.

CHAMFER ENDS OF 45 ° DECKING AT

LONGITUDINAL DECKING. CHAMFER TO

MATCH LONGITUDINAL DECK CHAMFER.

N.T.S.

CONT. EDGE 2x12 BUTT ENDS.

(1) 1" Ø GALV. THROUGH BOLT

BETWEEN EDGE 2x12, SHEETING,

AND INTERIOR 2x12 STRINGER.

PROVIDE AT CENTER OF EA.

EXTERIOR SHEETING FLUTE.

NEW CONT. SHEET PILE.

CANT. DECK TO MATCH

EXIST. (1" MAX.)

2x6 DECKING.

CONT. INTERIOR P.T. 2x12 AT STRINGER

ENDS. BUTT ENDS.

1'-0"

CANT.

MAX.

STRINGERS.

GIRDERS.

PILE.

SECTION AT END OF WIDE BOARDWALK

FASTEN 2x TO CENTER

OF EVERY THIRD

STRINGER W/ S.S.

SIMPSON DTT2Z-SDS2.5

HOLDDOWN W/

1

2

" Ø

GALV. BOLTS.

N.T.S.

EXISTING STRINGER.

EXISTING DECKING.

EXISTING GIRDERS.

EXISTING PILE.

CUT EXISTING DECKING BACK FOR

NEW DECKING.

1

4

" GAP

CUT EXISTING

STRINGER TO

FACE OF PILE.

(2) LINES OF 2x6 (FLAT) DECKING ON

EXIST. STRINGERS. SET

PERPENDICULAR TO STRINGERS.

FASTEN TO EA. EXISTING STRINGER

W/ (2) S.S. #10 3

1

2

" LONG SCREWS.

PROVIDE BLOCKING AT NEW 2x6 AS

REQUIRED TO SUPPORT 45° DECKING.

(2) LINES OF 2x6 (FLAT) DECKING ON

NEW STRINGERS. SET

PERPENDICULAR TO STRINGERS.

FASTEN TO EA. NEW STRINGER W/ (2)

S.S. #10 3

1

2

" LONG SCREWS. PROVIDE

BLOCKING AT NEW 2x6 AS REQUIRED

TO SUPPORT 45° DECKING.

NEW DECKING.

NEW STRINGER. CANT. ENDS.

NEW GIRDERS.

NEW PILE.

2'-0"

MAX. CANT.

SECTION AT NEW TO EXIST. BOARDWALK

N.T.S.

REV

DA

TE

DR

AW

N B

YD

ESC

RIP

TIO

N

Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-DTLS

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

3000604A

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By:

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Know what'sbelow.before you dig.Call

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REV

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PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

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7C

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..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

__________________________

of

FOR

CONSTRUCTION DETAILS

6

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

Digitally signed by Robert CurleyDate: 2018.09.13 14:13:02-04'00'

36"

(TY

P.)

0.92'

EQ

EQ

EQ

2x6 CLEAT 12" LONG EACHSIDE NAIL 16d MIN

1 3/4 x 11 14 x 12" PARALLAM x 12"

LONG STRUCTURAL COMPOSITEBEARING PLATE TOP & BOT

(4) 1/2" DIA THROUGH BOLTSW/ NUT & WASHER STAINLESSSTEEL

2" DIA SCH 40 PIPERAILING SPACING OFPOST 6'-9 1/2" OCMAX (GALVANIZED)

NOTE:1. PARTS NOT NOTED SAME AS SECTION-1 THIS SHEET

2. WOOD ASSEMBLY TO BE INSTALLED AFTER RAILING IS FABRICATED & HOLES DRILLED PER ACTUAL HOLE SPACING

RAILING ATTACHMENT DETAIL

SPA

CE R

ISER

S EQ

UA

L

7"

MA

X.

12" TREADS

PILE

NOTE:PARTS NOT NOTED SAMEAS SECTION-1 THIS SHEET

METAL RAILING TOMATCH EXISTINGBOARDWALK RAILING

PROVIDE SLOPED, STAINLESS STEELHANGER @ EACH STAIR STRINGER(PROVIDE FILLER BLOCK AS REQUIREDFOR FLUSH MOUNTING)

(2) 3x12 TREATED TIMBERSNOTCH PILE AND FASTEN W/(2) 1" DIA BOLTS W/NUT &WASHER

16" LONG TWIST STRAPANCHORS @ EACHSTAIR STRINGER

2x6 CLEAT

(4) 1/2" DIA THROUGHBOLTS W/ NUT & WASHERSTAINLESS STEEL

STAIRS TO BEACH-CROSS-SECTION

C

PILE

NOTE:PARTS NOT NOTED SAMEAS SECTION-1 THIS SHEET

C

RAMP TO BEACH-CROSS-SECTION

VA

RIE

S

6'- 6" 6'- 6"

RAMP TO BEACH-LONGITUDINAL SECTION

(2) TREATED 2 x 6VERTICAL PER SHOWER

TREATED 2 x 6 HORIZONTAL

3'- 0"(3) 2 x 6 x 6' LONGTREATED STRINGERS

2 x 4 TREATED CONT.TREAD

MOVABLE WOODPLATFORM

NOTE:SHOWER HEADS AND ASSOCIATEDWATERLINE SIZE, ORIENTATION AND OTHERASSOCIATED MATERIAL TO BE APPROVED BYTHE CITY PRIOR TO CONSTRUCTION.

7TH AVENUE BOARDWALK SHOWER

6'-6"

(2) 3x12 TREATED TIMBERSNOTCH PILE AND FASTENW/ (2) 3/4" DIA BOLTSW/NUT & WASHER

3x12 STRINGERS @ 16" OC MAX(TYPICAL) WITH MIN. 2' OVERLAP,PROVIDE 3x12 BLOCKING ATJOIST MIDSPANS EVERY BAY

PROVIDE STAINLESS STEEL JOISTHANGER @ EACH STAIR STRINGER

METAL RAILING TOMATCH EXISTINGBOARDWALK RAILING

RAMP

RAMP

PROVIDE METAL RAILINGSON RAMPS TO MATCHEXISTING

NOTE:PARTS NOT NOTED SAMEAS SECTION-4 THIS SHEET

DECKING SEE PLAN

DECKING SEE PLAN

DECKING SEE PLAN

PROVIDE JOIST HANGER @EACH RAMP STRINGER

PROVIDE VERT 2x6 SKIRTING BOARDSW/ 1/2" SPACE BETWEEN BOARDS(TYPICAL ALL LOCATIONS UNDERRAMP)

LANDING

EXISTING BULKHEAD,BOARDWALK AND RAILING

3

4 5

PROVIDE VERTICAL WOODSKIRTING BOARDS (TYPICAL)

7

RAILING 36" HIGH @ STAIRS AND RAMPS

(2) 2x6 TREATEDCONT TREADS

3x12 TREATED STAIRSTRINGERS EACH END,MIDSPAN & 16" OC MAX.

12"

N.T.S.

N.T.S.N.T.S.

N.T.S.

N.T.S.

36"

(TY

P.)

PROVIDE JOIST HANGER @EACH STRINGER (BOTH SIDES)

ADD DOUBLE JOISTSUNDER RAILINGS

REV

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N B

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Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

PROTECT YOURSELF

Engineers n Planners n SurveyorsLandscape Architects n Environmental Scientists

Copyright © 2018. Maser Consulting P.A. All Rights Reserved. This drawing andall the information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

State of N.J. Certificate of Authorization: 24GA27986500

ALL STATES REQUIRE NOTIFICATION OF

EXCAVATORS, DESIGNERS, OR ANY PERSONPREPARING TO DISTURB THE EARTH'S

SURFACE ANYWHERE IN ANY STATE

Office Locations:

FOR STATE SPECIFIC DIRECT PHONE NUMBERS VISIT:

WWW.CALL811.COM

SHEET NUMBER:

SCALE:

PROJECT NUMBER:

DRAWN BY:DATE:

DRAWING NAME:

CHECKED BY:

SHEET TITLE:

C O N S U L T I N G P. A.

n Red Bank, NJn Clinton, NJn Hamilton, NJn Marmora, NJn Montvale, NJn Mt. Arlington, NJn Mt. Laurel, NJn Albany, NYn New Windsor, NYn Hawthorne, NYn Columbia, MD

n Lehigh Valley, PAn Exton, PAn Philadelphia, PAn Pittsburgh, PAn Tampa, FLn Orlando, FLn Miami, FLn Sterling, VAn Norfolk, VAn Albuquerque, NM

C-BWLK-DTLS

RED BANK OFFICECorporate Headquarters

331 Newman Springs RoadSuite 203

Red Bank, NJ 07701

Phone: 732.383.1950Fax: 732.383.1984

2013\1

3000604A

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Know what'sbelow.before you dig.Call

R

REV

DA

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DR

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N B

YD

ESC

RIP

TIO

N

PRELIMINARY/FINALMAJOR SITE PLAN

ASBURY PARKWATERFRONT

REDEVELOPMENT

NORTH ENDNATURALISTIC

BOARDWALK AND 7THAVENUE BOARDWALK

CITY OF ASBURYMONMOUTH COUNTY

NEW JERSEY

AS SHOWN 05/11/17 PJC RJC/ARD/RCM

13000604A

7

111/2

9/1

7C

MR

EV

ISED

PER

NJD

EP C

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MEN

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202/0

9/1

8C

MR

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TO

CLA

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OA

RD

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LK

DIM

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307/0

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8C

MR

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BO

AR

DW

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WID

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WEEN

6T

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8PC

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..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

..

__________________________

of

FOR

RAMP SECTIONS

& DETAILS

7

ENGINEER - LICENSE NUMBER: GE34705

ROBERT J. CURLEYNEW JERSEY PROFESSIONAL

Digitally signed by Robert CurleyDate: 2018.09.13 14:13:03-04'00'