2025-07-16 RFB 92-25 Lee_s Marina County Park Green Infrastructure Improvements - Construction Plans.pdf

USGS MAP (LAKE HOPATCONG SHEET)

SCALE 1"=800'SCALE 1"=400'

TAX MAP (BLOCK 10, LOTS 67, 68, 69, & 70)ZONING MAP (DISTRICT R-C)

SCALE 1"=300'

AKRF, INC.

530 WALNUT STREET, SUITE 998, PHILADELPHIA, PENNSYLVANIA 19106

PREPARED BY

CONSTRUCTION PLANS FOR

BOROUGH OF MT. ARLINGTON, MORRIS COUNTY, NEW JERSEY

LEE'S COUNTY PARK MARINA

SITE

OUTSIDE AGENCY APPROVALS:

1. NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION - DIVISION

OF LAND RESOURCE PROTECTION (PERMIT NUMBER: 1426-15-0001.2 LUP220001)

2. THE REPLACEMENT OF THE EXISTING INLET WITHIN THE FLOOD HAZARD

AREA IS COVERED BY N.J.A.C. 7:13-7.3 PERMIT-BY-RULE 3 - IN-KIND

REPLACEMENT OF A LAWFULLY EXISTING STRUCTURE.

3. MORRIS COUNTY SOIL CONSERVATION DISTRICT

BLOCK 10, LOTS 67, 68, 69 & 70

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

PLAN INDEX

SHEET NO. TITLE

1 COVER SHEET

2 GENERAL NOTES

3 EXISTING CONDITIONS PLAN

4 DEMOLITION PLAN

5 SITE PLAN

6 DETAILED SITE PLAN

7 TRAFFIC & STRIPING PLAN

8 GRADING PLAN

9 DETAILED GRADING PLAN

10 DETAILED GRADING PLAN

11 DRAINAGE PLAN

12 DETAILED DRAINAGE PLAN

13 DETAILED DRAINAGE PLAN

14 DRIVEWAY PROFILE

15 UTILITY PLAN

16 LIGHTING PLAN

17 LANDSCAPE PLAN

18 SOIL EROSION & SEDIMENT CONTROL PLAN

19 SESC NOTES & DETAILS

20 SESC DETAILS

21 TRAFFIC & STRIPING DETAILS

22 CONSTRUCTION DETAILS

23 STORMWATER MANAGEMENT DETAILS

24 STORMWATER MANAGEMENT DETAILS

25 STORMWATER MANAGEMENT DETAILS

26 STORMWATER MANAGEMENT DETAILS

27 STORMWATER MANAGEMENT DETAILS

28 PLANTING DETAILS

Feet 0 800 1600

Feet 0 400 800

Feet 0 300 600

200' RADIUS

SITE

200' RADIUS

SITE

200' RADIUS

N.T.S

COVER

01-COVER.DWG

UTILITIES LIST

PROPERTY OWNER NAME ADDRESS CITY STATE ZIP ZIP

Lake Hopatcong Commission PO Box 8515 Landing NJ 07850 07850

JCP&L 300 Madison Ave. Morristown NJ 07960 07960

New Jersey Dept of Transportation PO Box 600 Trenton NJ 08625 08625

Morris County Planning Board Courthouse Morristown NJ 07960 07960

Department of Environmental Protection, Div of Water Resources CN 426, John Fitch Plaza Trenton NJ 08625 08625 GREEN INFRASTRUCTURE STORMWATER IMPROVEMENTS

200' PROPERTY OWNERS LIST

JOB NUMBER BLOCK LOT PROPERTY OWNER NAME ADDRESS CITY STATE ZIP Zip

18353 2 40 LEVINSON, MICHAEL/RUSSO, LINDSAY 14 MCGREGOR AVE MOUNT ARLINGTON NJ 07856 07856

18353 2 41 MORAN, JAMES J 10 MCGREGOR AVE MOUNT ARLINGTON NJ 07856 07856

18353 2 42 MT ARLINGTON BOROUGH 419 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 7 1 STATE OF NJ LAKE HOPATCONG MOUNT ARLINGTON NJ 07856 07856

18353 8 5.01 MT ARLINGTON BOARD OF EDUCATION 235 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856 18353 8 10.01 MORRIS COUNTY PARK COMM 53 E HANOVER AVE, BOX 1295 MORRISTOWN NJ 07962 07962 18353 8 10.02 MORRIS COUNTY PARK COMM 53 E HANOVER AVE, BOX 1295 MORRISTOWN NJ 07962 07962

18353 8 11.01 SCRIVANI, TIMOTHY 440 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 8 12 CIRELLI, SCOTT L 438 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 8 14 FEDKO, EVGENIL/EKATERINA 436 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 8 15 PARRILLO, EDWARD 434 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 9 2.01 TIMES SQUARE CHURCH INC./ACCOUNTING 1657 BROADWAY, 4TH FLOOR NEW YORK NY 10019 10019 18353 10 64 O DONNELL, SHERYL/ROBERT K 15 MCGREGOR AVE MOUNT ARLINGTON NJ 07856 07856 18353 10 65 CHANEY, PAUL G/PUALA W 13 MCGREGOR AVE MOUNT ARLINGTON NJ 07856 07856 18353 10 66 MINTEL, THOMAS E & BARBARA A 11 MCGREGOR AVE MOUNT ARLINGTON NJ 07856 07856 18353 10 67 MORRIS COUNTY PARK COMM 53 E HANOVER AVE, BOX 1295 MORRISTOWN NJ 07962 07962 18353 10 68 MORRIS COUNTY PARK COMM 53 E HANOVER AVE, BOX 1295 MORRISTOWN NJ 07962 07962 18353 10 69 MORRIS COUNTY PARK COMM 53 E HANOVER AVE, BOX 1295 MORRISTOWN NJ 07962 07962

18353 10 70 COUNTY OF MORRIS PO BOX 1295 MORRISTOWN NJ 07960 07960

18353 10 71 YAN, XUYAN/WONG, ANDREW 88 MORGAN ST APT #1402 JERSEY CITY NJ 07302 07302

18353 10 72 CHOW, LE AI 84 ELDRIDGE ST 1R NEW YORK NY 10002 10002

18353 10 73 LANE, JOSEPH P/JOSEPHINE M 45 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856

18353 10 74 TIENCKEN, JIM 49 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856

18353 10 75 ORTIZ, ROSEMARY 51 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856

18353 10 77 MT ARLINGTON BOROUGH 419 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 10 78 MT ARLINGTON BOROUGH 419 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 14 15 O DONNELL, ROBERT K/SHERYL V 33 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856 18353 14 15.01 NOSENZO, JOHN/DEBRA 31 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856 18353 14 15.02 PFLUG, BRIAN K & MARGARET C 37 EDGEMERE AVE MOUNT ARLINGTON NJ 07856 07856 18353 14 15.03 MAJKUT, D/LUKDIEWICZ, P/LUBERA, G 21 HOPATCONG AVE MOUNT ARLINGTON NJ 07856 07856 18353 15 12 WHITEAKER, JOHN F/CATHLEEN B 6 MAPLE LN MOUNT ARLINGTON NJ 07856 07856

18353 19 1 COTA, ROBERT/KATHLEEN 20 HOPATCONG AVE MOUNT ARLINGTON NJ 07856 07856

18353 19 5 RECT/WARD/VEST/ST PETERS EPISC CH PO BOX 403 MOUNT ARLINGTON NJ 07856 07856 18353 20 1 RECT/WARD/VEST/ST PETERS EPISC CH PO BOX 403 MOUNT ARLINGTON NJ 07856 07856

18353 20 5 MT ARLINGTON BOROUGH 419 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 20 12 415 HOWARD BLVD, LLC PO BOX 7017 FREEHOLD NJ 07728 07728

18353 20 14 HOLLSTEIN, GUSTAV L JR & KRISTINE 102 WOODSTONE ROAD ROCKAWAY NJ 07866 07866

18353 20 18 39 ARLINGTON AVE MA, LLC 38 STATION RD, #3 SPARTA NJ 07871 07871

18353 20 19 YEUNG, JAMIE 3235 FULLER ST PHILADELPHIA PA 19136 19136

18353 20 21 AGOSTO-MAISONET, JOSE 33 ARLINGTON AVE MOUNT ARLINGTON NJ 07856 07856

18353 21 6 SCHNEIDER, PETER W 61 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856

18353 21 7 SCHNEIDER, PETER W 65 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856

18353 21 9 LEONARD, THOMAS J III & GINA D 67 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856

18353 21 10 FURMAN, TANISHA 69 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856

18353 21 11 SEDGES, ALBERT N/ CAROL ANN 428 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856 18353 21 12 MOHREN, KYRA MALER- DAVID S 75 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856 18353 21 13 FILIPOW, SEANA L/POLIFRONE, TRACEY R 432 HOWARD BLVD MOUNT ARLINGTON NJ 07856 07856

18353 21 15 MASON, WILLIAM 71 MOUNTAINVIEW AVE MOUNT ARLINGTON NJ 07856 07856

file:///F:/2018/0118353%20(01)%20-%20Lees%20Marina/CAD/06-UTILITIES.DWG file:///F:/2018/0118353%20(01)%20-%20Lees%20Marina/CAD/06-UTILITIES.DWG

GENERAL NOTES:

1. OWNER/APPLICANT:

MORRIS COUNTY PARK COMMISSION

300 MENDHAM ROAD

MORRISTOWN, NEW JERSEY 07960

PHONE: 973-326-7600

2. BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED

"TOPOGRAPHICAL SURVEY LEES MARINA 443 HOWARD BLVD BLOCK 10, LOTS 76, 68, 69,

70 BOROUGH OF MOUNT ARLINGTON, MORRIS COUNTY, NEW JERSEY", PREPARED BY

ENGINEERING & LAND PLANNING ASSOCIATES, INC., DATED JANUARY 9TH, 2020, OR

LAST REVISED.

3. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO REFERENCE SOURCES

FOR BOUNDARY AND TOPOGRAPHIC INFORMATION (NOTE # 2 ABOVE).

4. ALL ELEVATIONS GIVEN ARE ON NAVD88 DATUM.

5. THE SUBJECT PARCELS, BLOCK 10 LOTS 79, 68, 69, & 70 CONSIST OF APPROXIMATELY

12.57 ACRES.

6. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND

AGENCY APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION

DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE

DRAWINGS AND EACH DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."

7. ALL CROSSWALKS, SIDEWALKS, AND CURB RAMPS WITHIN THE PROJECT LIMITS SHALL

CONFORM TO ADA RULES AND REGULATIONS.

8. THE CONTRACTOR SHALL CONFINE ALL CONSTRUCTION ACTIVITIES TO WITHIN THE

LIMIT OF WORK AND/OR THE RIGHT-OF-WAY. ALL DISTURBED AREAS ARE TO BE

RESTORED TO EXISTING CONDITIONS OR AS INDICATED IN THE CONTRACT DOCUMENTS.

9. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES AND IMPROVEMENTS

WITHIN THE PROJECT LIMITS AND RIGHT-OF-WAY. THESE FEATURES INCLUDE BUT ARE

NOT LIMITED TO TREES, SHRUBS, LANDSCAPING, DRIVEWAYS, MAILBOXES, SIGNAGE,

CURBING, SIDEWALKS, UTILITIES, JUNCTION BOXES, POLES, LIGHTING, HYDRANTS,

VALVE BOXES, AND STRIPING.

10. THE CONTRACTOR SHALL OBTAIN ALL CONSTRUCTION PERMITS REQUIRED BY LOCAL,

COUNTY OR STATE JURISDICTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

APPLICATION, PAYMENT AND APPROVAL OF SAID PERMITS. NO ADDITIONAL PAYMENT

SHALL BE MADE BY THE OWNER.

11. THE CONTRACTOR SHALL NOTIFY THE PARK COMMISSION AND COUNTY ENGINEER'S

OFFICE 72 HOURS PRIOR TO THE START OF WORK. THE CONTRACTOR SHALL NOTIFY

ALL APPROPRIATE AGENCIES, INCLUDING THE COUNTY SOIL CONSERVATION DISTRICT

PRIOR TO THE START OF CONSTRUCTION AND AS NECESSARY THROUGH PROJECT

COMPLETION.

12. HOURS OF WORK SHALL BE BETWEEN 7:00AM AND 5:00PM EASTERN STANDARD TIME,

UNLESS OTHERWISE PERMITTED BY THE BOROUGH AND MCPC.

13. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS BEFORE BEGINNING

CONSTRUCTION. ANY DISCREPANCY BETWEEN THE PLANS AND FIELD CONDITIONS

SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

14. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF THE PROJECT SITE,

CONTRACTOR PROPERTY, EQUIPMENT, AND WORK.

15. THE CONTRACTOR IS RESPONSIBLE FOR CLEANING STREETS OF CONSTRUCTION DIRT

AND DEBRIS AT CLOSE OF EACH WORK DAY.

16. THE CONDITION OF THE ADJACENT ROAD AND/OR RIGHT-OF-WAY, UPON COMPLETION

OF THE JOB SHALL BE AS GOOD AS OR BETTER THAN PRIOR TO STARTING WORK.

17. PRIOR TO CONSTRUCTION, THE CONTRACTOR, ALONG WITH CONCURRENCE FROM THE

OWNER, SHALL DETERMINE HIS/HER LAY-DOWN AND/OR STAGING AREA LOCATIONS.

18. THE CONTRACTOR SHALL NOTIFY ALL PROPERTY OWNERS A MINIMUM OF 24 HOURS

PRIOR TO BLOCKING DRIVEWAYS OR ENTERING UTILITY EASEMENTS. CONTRACTOR

SHALL BE RESPONSIBLE TO MAINTAIN AT LEAST ONE DRIVE LANE IN OPERATION AT ALL

TIMES DURING CONSTRUCTION TO FACILITATE MARINA OPERATIONS.

19. TRAFFIC INGRESS AND EGRESS FOR DRIVEWAYS AND PEDESTRIAN ACCESS FACILITIES

SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.

20. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPLACED WITH LIKE-KIND OR

BETTER AT THE CONTRACTOR'S EXPENSE. TREES, BUSHES, SHRUBBERY AND OTHER

DAMAGED PLANTINGS TO REMAIN SHALL BE REPLACED WITHIN 72 HOURS OF REMOVAL

AND ARE TO BE THOROUGHLY WATERED-IN.

21. PAVED SURFACES, PAVEMENT MARKERS AND MARKINGS SHALL BE PROTECTED FROM

DAMAGE BY TRACKED EQUIPMENT.

22. PROPERTY MARKERS DISTURBED DURING CONSTRUCTION ARE TO BE REPLACED BY A

REGISTERED PUBLIC LAND SURVEYOR FOR THE ORIGINAL PROPERTY OWNER AT NO

SEPARATE COST.

23. CONSTRUCTION STAKING WILL BE PROVIDED BY THE CONTRACTOR. TWO COPIES OF

STAKING NOTES TO BE PROVIDED TO THE ENGINEER PRIOR TO CONSTRUCTION.

24. THE CONTRACTOR SHALL MAINTAIN UPDATED RED-LINED RECORD DRAWINGS ON SITE

FOR INSPECTION BY THE ENGINEER.

25. MAINTENANCE AND CLEAN-UP OF THE PROJECT IS REQUIRED FOR THE PROJECT LIMITS

AND DURATION, REGARDLESS OF THE CONTRACTOR'S SCOPE OF ACTIVITIES WITHIN

THE PROJECT LIMITS.

26. THE REMOVAL OF ANY ABANDONED UTILITIES REQUIRED TO COMPLETE THE WORK

SHALL BE INCIDENTAL AND NO SEPARATE PAYMENT SHALL BE MADE.

27. IT IS THE CONTRACTOR'S RESPONSIBILITY TO STOCKPILE NECESSARY MATERIAL

ON-SITE OR AT A SECURED OFF-SITE LOCATION AT NO ADDITIONAL EXPENSE TO THE

OWNER.

28. THESE DRAWINGS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR

CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE "ON

THE JOB" SAFETY FOR HIS EMPLOYEES, EMPLOYEES OF THE OWNER AND ALL OTHER

PERSONS HAVING AUTHORIZED OR UNAUTHORIZED ACCESS TO THE WORK AND THE

PUBLIC. CONTRACTOR SHALL PERFORM HIS WORK IN A SAFE MANNER AND IN

COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS.

29. THE UTILITIES SHOWN ARE LOCATED AND SIZED TO THE BEST OF THE ENGINEER'S

KNOWLEDGE FROM DATA AVAILABLE AND ARE TO BE CONSIDERED FOR ILLUSTRATIVE

PURPOSES ONLY. THE LOCATION, TYPE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES

MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSE

PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY ALL

UTILITY COMPANIES OPERATING WITHIN THE CONSTRUCTION SITE 3 DAYS PRIOR TO

COMMENCEMENT OF ANY EXCAVATION FOR ACCURATE FIELD LOCATIONS. FOR UTILITY

MARKOUT, CALL 8-1-1 OR 1-800-272-1000. THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE DESIGN ENGINEER OF ALL DEVIATIONS OF SITE CONDITIONS AND/OR IF

DEPARTURES FROM THE APPROVED DESIGN BECOME NECESSARY DUE TO SUCH

DEVIATIONS. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK

WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE FULL RESPONSIBILITY OF THE

CONTRACTOR TO CORRECT.

30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND

MEASUREMENTS, EXERCISING PRECAUTION TO VERIFY ALL DIMENSIONS SHOWN ON

DRAWING.

31. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DESIGN ENGINEER SHOULD

DEPARTURES FROM THE APPROVED DESIGN BECOME NECESSARY DUE TO

CIRCUMSTANCES WHICH ARISE DURING CONSTRUCTION.

32. ITEMS NOT SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION SHALL BE

FURNISHED AND INSTALLED BY THE CONTRACTOR THE SAME AS IF SPECIFIED.

33. ALL CONSTRUCTION, WORK AND MATERIAL SHALL CONFORM TO THE NEW JERSEY

UNIFORM CONSTRUCTION CODE AND BARRIER-FREE SUBCODE, LOCAL CODES AND

ORDINANCES AND SHALL BE CONSIDERED AS PART OF THESE CONSTRUCTION

DOCUMENTS.

34. ALL WORK SHALL COMPLY WITH THE STATE OF NEW JERSEY UNIFORM CONSTRUCTION

CODE FOR PROVIDING FACILITIES FOR THE PHYSICALLY HANDICAPPED.

35. ALL STRUCTURAL WORK SHALL COMPLY WITH THE GOVERNING CODES AS

ADMINISTERED BY THE LOCAL BUILDING OFFICIALS AND SHALL BE CONSIDERED AS

PART OF THESE CONSTRUCTION DOCUMENTS.

36. ANY CHANGES OR DEVIATIONS FROM THESE DRAWINGS SHALL NOT BE MADE WITHOUT

THE WRITTEN CONSENT FROM THE ARCHITECT/ENGINEER.

37. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROPER AND SUFFICIENT

CONSTRUCTION PROTECTION TO THE WORKERS AND THE PUBLIC. OSHA AND CITY

CODES SHALL BE FOLLOWED.

38. CONTRACTOR SHALL REPAIR ALL PORTIONS OF ADJOINING PROPERTIES DAMAGED

DURING THE WORK OF THIS CONTRACT.

39. ALL WORK SHALL BE PERFORMED IN A FIRST CLASS MANNER WITH ALL NEW MATERIALS.

THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, LABOR AND MATERIALS

NECESSARY FOR THE PROPER EXECUTION AND TIMELY COMPLETION OF THE WORK.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS AND EQUIPMENT

STORED AT THE SITE.

40. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. ALL INSTALLATIONS

SHALL BE ACCURATELY FIELD MEASURED BEFORE FABRICATION.

41. THESE DRAWINGS ARE INTENDED TO INDICATE THE SCOPE AND GENERAL EXTENT OF

THE CONSTRUCTION WORK REQUIRED. MATERIALS, FINISHES AND EQUIPMENT SHALL

BE AS OUTLINED IN THE CONTRACT SPECIFICATIONS AND/OR ON SCHEDULES. THE

CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS REQUIRED BY ONE SHALL BE

BINDING AS REQUIRED BY ALL. IN THE EVENT OF A CONFLICT BETWEEN PLANS, DETAILS,

AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY THE

ENGINEER FOR CLARIFICATION TO RESOLVE SAID CONFLICT.

42. CONTRACTOR SHALL KEEP THE SITE CLEAN AND FREE OF DEBRIS.

43. NEW CONCRETE SIDEWALK AT ALL RIGHT OF WAYS TO SLOPE TOWARD STREET AT 2.0%

MAXIMUM SLOPE WHERE ADJACENT GRADES PERMIT OR UNLESS OTHERWISE NOTED.

44. ALL SITE AND DRAINAGE WORK, ETC. ARE SUBJECT TO CHANGE DURING

CONSTRUCTION AS NECESSITATED BY UNFORESEEABLE SITE/UNDERGROUND

CONDITIONS.

45. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING ALL SOIL

EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION. ALL REQUIREMENTS

FROM THE MORRIS COUNTY SOIL CONSERVATION DISTRICT SHALL BE FOLLOWED.

GENERAL CONSTRUCTION NOTES:

1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES.

2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. IF THERE

IS A CONFLICT BETWEEN PROJECT SPECIFICATIONS AND APPLICABLE CODES THE MORE

STRINGENT SHALL GOVERN.

3. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF ALL SIDEWALKS, CURBS,

CONCRETE PAVEMENT AND OTHER NEW WORK PRIOR TO CONSTRUCTION FOR THE

PROJECT MANAGERS APPROVAL. ANY LOCATIONS NOT APPROVED BY THE PROJECT

MANAGER AND INSTALLED BY THE CONTRACTOR SHALL BE REMOVED AND REPLACED

AT NO ADDITIONAL COST TO THE OWNER.

4. UPON ESTABLISHMENT OF PLANTING AREA LIMITS THE CONTRACTOR SHALL CLEARLY

MARK BOUNDARIES AND PROTECT AREAS FROM COMPACTION BY EQUIPMENT OR FOOT

TRAFFIC.

5. PROTECTION OF EXISTING INFRASTRUCTURE AND OTHER SITE IMPROVEMENTS TO

REMAIN SHALL BE THE CONTRACTORS FULL RESPONSIBILITY.

6. THE LOCATIONS SHOWN FOR INCIDENTAL SITE FURNISHINGS, TREES, AND PLANTINGS

ARE APPROXIMATE. THE PROJECT MANAGER SHALL APPROVE FINAL LOCATIONS IN THE

FIELD.

7. THE CONTRACTOR SHALL MAINTAIN A CLEAN SET OF CONSTRUCTION DRAWINGS

ON-SITE WHICH SHALL BE MARKED IN RED PEN SHOWING ALL DEVIATIONS FROM THE

ORIGINAL PLANS. THESE DRAWINGS SHALL BE AVAILABLE FOR THE REVIEW OF THE

PROJECT MANAGER AND AT ALL JOB AND PAYMENT MEETINGS. NO PAYMENT WILL BE

MADE UNLESS THE RECORD CONSTRUCTION DRAWINGS ARE REVIEWED BY THE

PROJECT MANAGER. AT PROJECT COMPLETION THE CONTRACTOR SHALL SUBMIT

COMPLETE SET OF RECORD DRAWINGS FOR ALL NEW WORK THAT HAS DEVIATED FROM

THE ORIGINAL CONTRACT DRAWINGS AND SPECIFICATIONS.

SITE/CIVIL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER DRAINAGE OF THE

PROJECT SITE AND ALL UPGRADIENT AREAS TO THE SITE.

2. CATCH BASIN GRATE AND HEADERS SHALL BE RESET AS REQUIRED TO MATCH FINISH

GRADE ELEVATIONS, UNLESS OTHERWISE NOTED OR DIRECTED BY THE THE ENGINEER.

PLACEMENT OF GRATES AND HEADERS SHALL BE ALIGNED WITH ADJACENT CURBING

AND PAVEMENT.

3. MILLINGS, STONE, SOIL, CONSTRUCTION DEBRIS, AND ALL OTHER RELATED MATERIALS

SHALL BECOME THE PROPERTY OF THE CONTRACTOR FOR OFF-SITE DISPOSAL.

4. INADEQUATE INSPECTION OF WORKMANSHIP SHALL NOT RELIEVE THE CONTRACTOR OF

HIS RESPONSIBILITY TO PERFORM THE WORK IN ACCORDANCE WITH APPLICABLE

PLANS, SPECIFICATIONS AND REGULATIONS AND TO OBTAIN WRITTEN APPROVAL OF

MUNICIPAL OFFICIALS, AND ACCEPTANCE OF THE CONSTRUCTION BY THE OWNER.

5. ALL CONCRETE USED FOR SITE WORK SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 4,000 PSI. OR AS REQUIRED BY THE A/E.

6. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES INDIVIDUALLY AND SHALL

NOTIFY THE UNDERGROUND UTILITIES NOTIFICATION SERVICE AT LEAST 72 HOURS

PRIOR TO COMMENCEMENT OF ANY EXCAVATION BY CALLING 1-800-272-1000.

7. TOPSOIL SHALL NOT BE REMOVED FROM THE SITE OR USED AS SPOIL, UNLESS

DIRECTED BY THE ENGINEER AND IN CONFORMANCE TO AN APPROVED SOIL EROSION

AND SEDIMENT CONTROL PLAN.

8. SUBBASE MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT SHALL BE FREE OF ORGANIC

AND OTHER UNSUITABLE MATERIALS. SHOULD SUBBASE BE DEEMED UNSUITABLE,

SUBBASE IS TO BE REMOVED AND FILLED WITH APPROVED FILL MATERIAL COMPACTED

TO 95% OPTIMUM DENSITY (AS DETERMINED BY MODIFIED PROCTOR METHOD).

9. ALL CONTRACTORS WORKING ON THIS PROJECT SHALL BE RESPONSIBLE FOR

ENSURING THAT ALL CONSTRUCTION ACTIVITIES RELATED TO THIS PROJECT ARE

PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA (OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION) STANDARDS.

10. NO EXCAVATION OR FILL SHALL BE MADE WITH A FACE STEEPER THAN THREE (3)

HORIZONTAL TO ONE (1) VERTICAL (3:1) UNLESS A RETAINING WALL, CONSTRUCTED IN

ACCORDANCE WITH APPROVED STANDARDS IS PROVIDED TO SUPPORT THE FACE OF

SLOPE OF SAID EXCAVATION OR FILL.

11. BURYING OF TREES, STUMPS, OR CONSTRUCTION MATERIAL IS PROHIBITED. TREES

AND STUMPS MAY BE CHIPPED OR GROUND AND SPREAD ON THE SITE.

12. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN PLACE AND

FUNCTIONING PRIOR TO ANY OTHER DISTURBANCE ON THE SITE.

13. EXISTING UTILITIES SHOWN ON THESE PLANS HAVE BEEN DEVELOPED FROM UTILITY

COMPANY AS-BUILTS AND OR FIELD SURVEY AT THE SITE. COMPLETENESS AND/OR

ACCURACY CANNOT BE GUARANTEED. ALL CONTRACTORS WORKING ON THIS PROJECT

SHALL PERFORM ALL REQUIRED NOTIFICATIONS OF UNDERGROUND UTILITY

USERS/PROVIDERS PRIOR TO EXCAVATION AND LAND DISTURBANCE.

TRAFFIC CONTROL:

1. THE CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN

CONFORMANCE WITH THE MOST RECENT EDITION OF THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES (MUTCD).

2. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH

DIRECTION DURING WORKING HOURS EXCEPT DURING FLAGGING OPERATION OR

PROVIDE DETOURS AROUND THE CONSTRUCTION SITE AND PROVIDE PUBLIC

NOTIFICATION.

3. DETOURS REQUIRE PRIOR APPROVAL OF THE COUNTY ENGINEER. DETOUR PLANS, IF

ALLOWED, MUST INCLUDE APPROPRIATE DETOUR SIGNAGE, PUBLIC NOTICE VIA

SIGNAGE TWO WEEKS IN ADVANCE STATING THE DATES OF THE AGREED UPON DATE

OF CLOSURE AND DATE THE ROAD WILL RE-OPEN TO TRAFFIC. CONTRACTOR TO USE

CONSTRUCTION METHODS TO MINIMIZE THE DURATION OF THE DETOUR AND TO

ENSURE THAT THE ROADWAY IS OPEN ON, OR PRIOR TO, THE AGREED UPON DATE.

4. ONE DAY PRIOR TO THE IMPLEMENTATION OF A TRAFFIC CONTROL PLAN PHASE OR

STEP, OR THE IMPLEMENTATION OF AN ADDITIONAL, REVISED, OR NEW TRAFFIC

CONTROL ELEMENT, THE CONTRACTOR SHALL MEET WITH THE ENGINEER TO GIVE A

DETAILED DESCRIPTION OF THE CONTRACTOR'S PLAN AND PREPARATIONS. THE

CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM THE ENGINEER THAT

ADEQUATE PROJECT PROGRESS HAS BEEN ACHIEVED AND THAT ADEQUATE

PREPARATIONS ARE IN PLACE PRIOR TO SWITCHING TRAFFIC. IF, IN THE OPINION OF

THE ENGINEER, REQUIRED PROGRESS AND ADEQUATE PREPARATIONS ARE NOT

COMPLETE, THE CONTRACTOR SHALL NOT IMPLEMENT THE NEXT PHASE, STEP, OR

ELEMENT OF TRAFFIC CONTROL UNTIL INCOMPLETE CONSTRUCTION ITEMS OR

PREPARATIONS ARE COMPLETED. TIME EXTENSIONS WILL NOT BE GRANTED FOR

DELAYS CAUSED BY THE INCOMPLETE CONSTRUCTION ITEMS OR INADEQUATE

CONTRACTOR PREPARATIONS REQUIRED TO IMPLEMENT TRAFFIC CONTROL.

5. TRAFFIC CONTROL PER THE CONTRACT IS REQUIRED FOR THE ENTIRE DURATION OF

THE PROJECT, INCLUDING THE PUNCHLIST PERIOD.

6. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE PARK COMMISSION

AND COUNTY ENGINEER FOR REVIEW AND APPROVAL A MINIMUM OF 3 DAYS PRIOR TO

THE START OF CONSTRUCTION.

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

N.T.S.

GENERAL NOTES

LEGEND & NOTES.DWG

BID QUANTITIES

01 GENERAL REQUIREMENTS

01 .01

PERFORM AND PROVIDE ALL LABOR, MATERIALS, EQUIPMENT

AND SERVICES REQUIRED TO COMPLETE ALL WORK ASSOCIATED

WITH MOBILIZATION & DE-MOBILIZATION AS DESCRIBED IN THE

DRAWINGS AND SPECIFICATIONS FOR THE LUMP SUM PRICE OF:

1 LS

01 .02 POLICE DIRECTORS 1 ALLOW.

02 EXISTING CONDITIONS

02 .01 REMOVE EXISTING PAVEMENT, COMPLETE 36110 SF

02 .02 REMOVE EXISTING GRAVEL, COMPLETE 9860 SF

02 .03 REMOVE TREE AND STUMP, COMPLETE 1 EA

02 .04 REMOVE EXISTING STORMWATER INFRASTRUCTURE, COMPLETE 1 LS

02 .05 REMOVE EXISTING BLOCK WALL, COMPLETE 154 LF

02 .06 REMOVE EXISTING LAKE SIGN, COMPLETE 1 LS

02 .07 REMOVE EXISTING TRAFFIC SIGNAGE, COMPLETE 1 EA

03 CONCRETE

03 .01

FURNISH AND INSTALL PEDESTRIAN CONCRETE PAVEMENT, 5"

THICK WITH WWM AND DGA (6" THICK), COMPLETE 624 SF

03 .02

FURNISH AND INSTALL CONCRETE DUMPSTER PAD, 6" THICK WITH

WWM AND DGA (6" THICK), COMPLETE 450 SF

03 .03 FURNISH AND INSTALL ADA DETECTABLE WARNING SURFACE,

COMPLETE 8 SF

03 .04 FURNISH AND INSTALL CONCRETE CURB, PER LINEAR FOOT,

COMPLETE 4 LF

26 ELECTRICAL

26 .01 FURNISH AND INSTALL LIGHT POLE AND FOOTING, PER EACH,

COMPLETE 2 EA

26 .02 FURNISH AND INSTALL BOLLARD LIGHT AND FOOTING, PER EACH,

COMPLETE 6 EA

26 .03 FURNISH AND INSTALL SITE LIGTHING WIRING AND CONDUIT, PER

LINEAR FOOT, COMPLETE 293 LF

26 .04 FURNISH AND INSTALL SPARE CONDUITS FOR FUTURE

CONNECTIONS, COMPLETE 559 LF

26 .05 CONNECT TO EXISTING PANEL, COMPLETE 1 LS

31 EARTHWORK

31 .01 STRIP AND STOCKPILE TOPSOIL, PER SQUARE YARD, COMPLETE 3733 SY

31 .02 FURNISH AND INSTALL DENSE GRADED AGGREGATE BENEATH

ASPHALT PAVEMENT, COMPLETE 1802 SY

31 .03 EARTHWORK - ROUGH GRADING, PER SQUARE YARD 9693 SY

31 .04 EARTHWORK - FINE GRADING, PER SQUARE YARD 2730 SY

31 .05 FURNISH, INSTALL, MAINTAIN, AND REMOVE SILT FENCE,

COMPLETE 928 LF

31 .06 FURNISH, INSTALL, MAINTAIN, AND REMOVE BALE BARRIER,

COMPLETE 625 LF

31 .07 FURNISH, INSTALL, MAINTAIN, AND REMOVE STABILIZED

CONSTRUCTION ENTRANCE, COMPLETE 1 LS

31 .08 FURNISH, INSTALL, MAINTAIN, AND REMOVE TREE PROTECTION,

COMPLETE 700 LF

31 .09 FURNISH, INSTALL, MAINTAIN, AND REMOVE EROSION CONTROL

MATTING, COMPLETE 34774 SF

31 .10 FURNISH, INSTALL, MAINTAIN AND REMOVE TEMPORARY INLET

PROTECTION, COMPLETE 15 EA

31 .11 TEMPORARY SEEDING (IF REQUIRED) 1 ALLOW.

31 .12

UNCLASSIFIED EXCAVATION AND DISPOSAL (IF AND WHERE

DIRECTED) 5000 CY

32 EXTERIOR IMPROVEMENTS

32 .01

FURNISH AND INSTALL HOT MIX ASPHALT, 9.5M64 SURFACE

COURSE (2" DEPTH), PER TON 196 TON

32 .02

FURNISH AND INSTALL HOT MIX ASPHALT, 19M64, BASE COURSE

(4" DEPTH), PER TON 392 TON

32 .03

FURNISH AND INSTALL PERMEABLE GRAVEL PAVER GRID SYSTEM

WITH GEOTEXTILE, 3/8" STONE TOP COURSE, NO. 57 STONE

CHOKER COURSE (8" THICK), PER SQUARE FOOT, COMPLETE

18661 SF

32 .04 FURNISH AND INSTALL PERMEABLE UNIT PAVER SYSTEM WITH

NO. 8 STONE JOINT FILLER AND BEDDING COURSE, COMPLETE 3282 SF

32 .05 FURNISH AND INSTALL METAL EDGE RESTRAINTS, COMPLETE 55 LF

32 .06 FURNISH AND INSTALL BELGIAN BLOCK CURB, PER LINEAR FOOT,

COMPLETE 1318 LF

32 .07 FURNISH AND INSTALL PERMEABLE GRAVEL PAVER SYSTEM

PARKING DELINEATORS, PER LINEAR FOOT, COMPLETE 1233 LF

32 .08 FURNISH AND INSTALL CENTERLINE STRIPING, PER LINEAR FOOT,

COMPLETE 82 LF

32 .09 FURNISH AND INSTALL SHOULDER STRIPING, PER LINEAR FOOT,

COMPLETE 448 LF

32 .10 FURNISH AND INSTALL DIRECTIONAL ARROW, PER SQUARE FOOT,

COMPLETE 112 SF

32 .11 FURNISH AND INSTALL GORE STRIPING FOR ADA LOADING

SPACES, PER SQUARE FOOT, COMPLETE 240 SF

32 .12 FURNISH AND INSTALL STOP BAR, PER LINEAR FOOT, COMPLETE 65 LF

32 .13 FURNISH AND INSTALL CROSSWALKS, PER LINEAR FOOT,

COMPLETE 28 LF

32 .14 FURNISH AND INSTALL TRAFFIC SIGNAGE WITH FOOTINGS, PER

EACH, COMPLETE 11 EA

32 .15 FURNISH AND INSTALL ADA PARKING SIGNS WITH FOOTINGS, PER

EACH, COMPLETE 2 EA

32 .16 FURNISH AND INSTALL ROPE FENCE, PER LINEAR FOOT,

COMPLETE 936 LF

32 .17 FURNISH AND INSTALL TOPSOIL, PER CUBIC YARD, COMPLETE 785 CY

32 .18 FURNISH AND INSTALL CONSERVATION SEED MIX, PER POUND,

COMPLETE 117 LB

32 .19 FURNISH AND INSTALL SWALE GRASS SEED MIX, PER POUND,

COMPLETE 4 LB

32 .20 FURNISH AND INSTALL RESTORATION LAWN SEED MIX, PER

POUND, COMPLETE 40 LB

32 .21 FURNISH AND INSTALL CANOPY TREES, 3-3.5" CALIPER, PER EACH,

COMPLETE 1 EA

32 .22 FURNISH AND INSTALL UNDERSTORY TREES, PER EACH,

COMPLETE 20 EA

32 .23 FURNISH AND INSTALL SHRUBS, PER EACH, COMPLETE 5 EA

33 UTILITIES

33 .01 FURNISH AND INSTALL NO. 57 CLEAN STONE FOR SUBSURFACE

BASINS, PER CUBIC YARD, COMPLETE 324 CY

33 .02 FURNISH AND INSTALL NO. 2 CLEAN STONE FOR SUBSURFACE

BASINS, PER CUBIC YARD, COMPLETE 2628 CY

33 .03 FURNISH AND INSTALL 4" DIA. HDPE PERFORATED UNDERDRAIN,

GEOTEXTILE, STONE, EXCAVATION, BACKFILL, COMPLETE 45 LF

33 .04 FURNISH AND INSTALL 12" DIA. HDPE PERFORATED UNDERDRAIN,

GEOTEXTILE, STONE, EXCAVATION, BACKFILL, COMPLETE 1160 LF

33 .05 FURNISH AND INSTALL 12" DIA. HDPE PIPE, STONE, EXCAVATION,

BACKFILL, COMPLETE 460 LF

33 .06 FURNISH AND INSTALL 15" DIA. HDPE PIPE, STONE, EXCAVATION,

BACKFILL, COMPLETE 187 LF

33 .07 FURNISH AND INSTALL 15" DIA. RCP PIPE, STONE, EXCAVATION,

BACKFILL, COMPLETE 51 LF

33 .08 FURNISH AND INSTALL 24" DIA. LAWN INLET , COMPLETE 2 EA

33 .09 FURNISH AND INSTALL PERMANENT INLET FILTER, COMPLETE 1 EA

33 .10 FURNISH AND INSTALL 4' DIA. STORM MANHOLES, PER EACH,

COMPLETE 8 EA

33 .11 FURNISH AND INSTALL 24" DIA. JUNCTION STRUCTURE,

COMPLETE 1 EA

33 .12 FURNISH AND INSTALL DOGHOUSE MANHOLE, PER EACH,

COMPLETE 1 EA

33 .13 FURNISH AND INSTALL B-INLET, COMPLETE 1 EA

33 .14 FURNISH AND INSTALL E-INLET, COMPLETE 2 EA

33 .15 FURNISH AND INSTALL CLEANOUT, COMPLETE 11 EA

33 .16 FURNISH AND INSTALL PRE-CAST CONCRETE OUTLET CONTROL

STRUCTURES, PER EACH, COMPLETE 6 EA

33 .17 FURNISH AND INSTALL IMPERMEABLE LINER, PER SQUARE FOOT,

COMPLETE 23900 SF

33 .18 FURNISH AND INSTALL ANTI-SEEP COLLAR, PER EACH, COMPLETE 2 EA

ABBREVIATIONS:

INV. INVERT

EX. EXISTING

VIF VERIFY IN FIELD

DIA. DIAMETER

TYP. TYPICAL

PROP. PROPOSED

TC TOP OF CURB ELEVATION

BC BOTTOM OF CURB ELEVATION

FG FINISHED GRADE ELEVATION

LF LINEAR FEET

PERF. PERFORATED

SHWT SEASONAL HIGH GROUNDWATER TABLE

SWM STORMWATER MANAGEMENT

MH MANHOLE

OS OUTLET CONTROL STRUCTURE

MIN MINIMUM

MAX MAXIMUM

24.70'

.00

150.00' Riparian Buffer

B

ER

K

SH

IR

E

A

VE

N U

E

HOWARD BOULEVARD

.2

0'

30.00'

ED

G

EM

ER

E A

VE

N

U E

HOPATCONG AVENUE

HOWARD BOULEVARD

½

E

E

E

E

D

D

D D

D

D

D

D

D

D D

D D

D

D

D D

D

D

DD

D

W

W

W

W

W

W

W

W

W

W

WWWWWWWWWWWWWWWWWW

FLOOD HAZARD AREA

DESIGN FLOOD ELEVATION: 926.00

DETERMINED IN ACCORDANCE WITH

N.J.A.C. 7:13-3 METHOD 1,

DEPARTMENT DELINEATION, AND

REAFFIRMED WITH METHOD 3, FEMA

FLUVIAL METHOD

EXISTING STORMWATER

SWALE (TYP.), SEE NOTE 1

EXISTING BELGIAN BLOCK CURB (TYP.)

SEE NOTE 1

EXISTING TYPE-B INLET (TYP.)

SEE NOTE 1

TRAILERS AND ACCESSORY

STRUCTURES PREVIOUSLY

REMOVED. REMOVAL NOT

SURVEYED. CONTRACTOR TO V.I.F.

TRAILER AND ACCESSORY STRUCTURES

PREVIOUSLY REMOVED. REMOVAL NOT

SURVEYED. CONTRACTOR TO V.I.F.

TREES PREVIOUSLY

REMOVED. REMOVAL

NOT SURVEYED.

CONTRACTOR TO V.I.F.

EX. BUILDING PREVIOUSLY REMOVED.

REMOVAL NOT SURVEYED.

CONTRACTOR TO V.I.F.

MEMORIAL PREVIOUSLY

RELOCATED.

CONTRACTOR TO V.I.F.

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST. STORMWATER PIPE

EXIST. STORMWATER INLET

EXIST. WATER LINE

EXIST. WATER VALVE

EXIST. HYDRANT

EXIST. TREE

EXIST. LIGHT FIXTURE

EXIST. SIGN

SOIL LOG LOCATION

W

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

1"=50'

SCALE:1":50''

EXISTING CONDITIONS

02-EXISTING CONDITIONS.DWG

SOIL LOGS

SOIL LOG ID TESTING DATE LOG DEPTH DEPTH TO WATER

SL-1 6/9/20 120" 92"

SL-2 6/9/20 100" 70"

SL-3 6/9/20 120" N.E.

SL-4 6/9/22 108" N.E.

SL-5 6/9/20 120" 46"

SL-6 6/9/20 108" 40"

SL-1 (STORM) 7/1/21 36" N.E.

SL A1/2/3-A 3/2/22 70" N.E.

SL A1/2/3-B 3/1/22 80" N.E.

SL A4-A 3/3/22 78" N.E.

SL A4-B 3/3/22 65" N.E.

SL A5/6-A 3/2/22 97" N.E.

SOIL LOGS

SOIL LOG ID TESTING DATE LOG DEPTH DEPTH TO WATER

SL A5/6-B 3/3/22 65" N.E.

SL A7-A 2/28/22 120" N.E.

SL A7-B 2/28/22 120" N.E.

SL A8-A 2/28/22 140" 136"

SL A8-B 2/28/22 120" 67"

SL A9-A 2/28/22 120" 84"

SL A9-B 2/28/22 100" 71"

SL B1/2-A 3/2/22 120 N.E.

SL B1/2-B 3/2/22 120" N.E.

SL B3-A 3/1/22 127" 85"

SL B3-B 2/28/22 84" N.E.

SL B4-A 3/1/22 148" 90"

SOIL LOGS

SOIL LOG ID TESTING DATE LOG DEPTH DEPTH TO WATER

SL B4-B 3/1/22 115" 100"

SL B5/6-A 3/2/22 140" 90"

SL B5/6-B 3/2/22 140" 60"

SL B7-A 3/1/22 148" 120"

SL B7-B 3/1/22 140" 120"

SL B8-A 3/1/22 150" 120"

SL B8-B 3/1/22 140" N.E.

SL B9-A 3/1/2 168" 120"

SL B9-B 3/1/22 168" 100"

SL C1-A 3/2/22 120" 60"

SL C1-B 3/2/22 145" N.E.

N.E. INDICATES THAT WATER WAS NOT ENCOUNTERED

Feet 0 50 100

NOTES:

1. EXISTING SWALES, BELGIAN BLOCK CURB, AND TYPE-B INLETS WERE NOT SURVEYED AND

ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO V.I.F.

B

ER

K

SH

IR

E

A

VE

N U

E

HOWARD BOULEVARD

ED

G

EM

ER

E A

VE

N

U E

HOPATCONG AVENUE

HOWARD BOULEVARD

½

E

E

E

E

W

W

W

W

W

W

W

W

W

W

WWWWWWWWWWWWWWWWWW

FLOOD HAZARD AREA

DESIGN FLOOD ELEVATION: 926.00

DETERMINED IN ACCORDANCE WITH

N.J.A.C. 7:13-3 METHOD 1,

DEPARTMENT DELINEATION, AND

REAFFIRMED WITH METHOD 3, FEMA

FLUVIAL METHOD

EX.

BUILDING

TO REMAIN

(V.I.F.)

D

D

D D

D

D

D

D

D

D D

D D

D

D

D D

D

D

DD

D

EX. LAKE SIGN

TO BE REMOVED

EX. BUILDING TO REMAIN

EX. BUILDING TO REMAIN

EX. INLET TO BE REMOVED

EX. INLET TO REMAIN AND

BE PROTECTED IN PLACE,

SEE DRAINAGE PLAN

EX. CHAIN LINK FENCE TO REMAIN

EX. INLET TO BE REPLACED,

SEE DRAINAGE PLAN

EX. PIPE TO REMAIN AND

BE PROTECTED IN PLACE

EX. PAVEMENT TO BE REMOVED (TYP.)

EX. PIPE AND INLET TO BE REMOVED

EX. LIGHT POLES ALONG SHORELINE TO

REMAIN AND BE PROTECTED IN PLACE (TYP.)

EX. DOCK TO REMAIN AND

BE PROTECTED IN PLACE

EX. DOCK TO REMAIN AND

BE PROTECTED IN PLACE

EX. DOCK TO REMAIN AND

BE PROTECTED IN PLACE

EX. DOCK TO REMAIN AND

BE PROTECTED IN PLACE

EX. PAVEMENT TO BE REMOVED (TYP.)

EX. STAIRS TO REMAIN (V.I.F.)

EX. SANITARY MANHOLE TO

REMAIN AND LID BE RAISED TO

PROPOSED GRADE

EX. SANITARY MANHOLE TO REMAIN

AND BE PROTECTED IN PLACE

EX. SANITARY MANHOLE TO REMAIN

AND BE PROTECTED IN PLACE

EX. HYDRANT TO REMAIN AND

BE PROTECTED IN PLACE

EX. CONCRETE RAMPS ALONG SHORELINE TO

REMAIN AND BE PROTECTED IN PLACE (TYP.)

EX. BULKHEAD ALONG SHORELINE TO

REMAIN AND BE PROTECTED IN PLACE (TYP.)

EX. CONCRETE RAMP AND BULKHEAD

ALONG SHORELINE TO REMAIN AND

BE PROTECTED IN PLACE (TYP.)

EX. BLOCK WALL

TO BE REMOVED

EX. MANHOLE TO BE REMOVED

EX. SIGNS AND MEMORIAL

TO REMAIN AND BE

PROTECTED IN PLACE

EX. CONCRETE WALKWAY TO REMAIN (V.I.F)

EX. DRAINAGE STRUCTURES AND

12" HDPE TO BE REMOVED (V.I.F.)

EX. UTILITY POLE TO REMAIN (V.I.F)

EX. 24" DIA. PIPE TO REMAIN (V.I.F.)

EX. RAMP TO REMAIN (V.I.F)

EX. STOP SIGN TO BE REMOVED

EX. CLEANOUT STRUCTURE

TO BE REMOVED (V.I.F.)

EX. GRAVEL TO

BE REMOVED

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST. STORMWATER PIPE

EXIST. STORMWATER INLET

EXIST. WATER LINE

EXIST. WATER VALVE

EXIST. HYDRANT

EXIST. TREE

EXIST. LIGHT FIXTURE

EXIST. SIGN

SOIL LOG LOCATION

W

PAVEMENT TO BE REMOVED

GRAVEL TO BE REMOVED

SITE FEATURES TO BE REMOVED

TREES TO BE REMOVED

WALLS TO BE REMOVED

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

1"=50'

SCALE:1":50'

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

DEMOLITION PLAN

03-DEMOLITION PLAN.DWG

DEMOLITION NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING PHASING PLANS DETAILING MAINTAINED ACCESS TO PAVILION AND OFF-SEASON

MARINA OPERATIONS THROUGHOUT CONSTRUCTION. SEE SPECIFICATIONS.

2. CONTRACTOR TO COORDINATE STOCKPILING LOCATION AND QUANTITY WITH MCPC. ALL EXCAVATED MATERIAL THAT CANNOT BE STOCKPILED ON-SITE WILL BE HAULED FROM THE SITE AND DISPOSED OF PER LOCAL ORDINANCES BY CONTRACTOR.

3. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING OF DEMOLITION AS DESCRIBED BY THESE DOCUMENTS

AND SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL PERMITS.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE, POWER, TELEPHONE, WATER, SEWER, ELECTRIC, AND LIGHTING.

5. CONTRACTOR SHALL BE RESPONSIBLE TO IMMEDIATELY FIX ANY ACTIVE UTILITIES DAMAGED DURING CONSTRUCTION AT

CONTRACTOR'S EXPENSE.

6. ALL MATERIAL GENERATED BY THE DEMOLITION WILL BE HAULED FROM THE SITE AND DISPOSED OF PER LOCAL ORDINANCES.

7. INSTALL PROTECTION FENCE AS NOTED ON PLAN DURING DEMOLITION AND CONSTRUCTION.

8. EXISTING UTILITY POLES, LIGHT POLES, HYDRANTS, ETC. THAT ARE NOT MARKED TO BE REMOVED SHALL BE PROTECTED IN PLACE.

9. SAW-CUT CONCRETE AND ASPHALT PAVEMENT, SIDEWALK OR CURB AND GUTTER BEFORE EXCAVATION WHERE CONSTRUCTION

PLANS SHOW TIE-INS.

10. REPAIR OR REPLACE ANY ADJACENT CONCRETE CURBING AND/OR SIDEWALK DAMAGED AS PART OF DEMOLITION PROCESS.

11. ROOT ZONE OF TREES TO REMAIN SHALL BE PROTECTED AGAINST COMPACTION AND EXCAVATION. REPLACE ANY TREES OR SHRUBS

MARKED TO REMAIN IF DAMAGED AS PART OF DEMOLITION OR CONSTRUCTION PROCESS.

12. PRIOR TO REMOVAL OF SITE FURNISHINGS, CONTRACTOR SHALL WALK THROUGH THE SITE WITH THE CLIENT AND IDENTIFY WHICH

EXISTING SITE ELEMENTS ARE TO BE SALVAGED FOR RE-USE.

13. ALL EXISTING MONUMENTS SHALL REMAIN AND BE PROTECTED IN PLACE, UNLESS OTHERWISE NOTED.

14. TREE REMOVAL PER DEMOLITION PLAN SHALL INCLUDE STUMPS.

15. ALL TRASH RECEPTACLES OR OTHER SITE FURNISHINGS REMOVED TO FACILITATE CONSTRUCTION ACTIVITIES SHALL BE SALVAGED

AND RELOCATED ON SITE PER OWNER'S DIRECTION.

Feet 0 50 100

K

SH

IR

E

A

VE

N U

E

HOWARD BOULEVARD

ED

G

EM

ER

E A

VE

N

U E

HOPATCONG AVENUE

HOWARD BOULEVARD

E

E

E

E

D

D

D D

D

D

D

D

D

D D

D D

D

D

D D

D

D

DD

D

D D

D

D

D

D

D

D34

DETAILED SITE PLAN INSET, SEE SHEET 6

R2.4'

R5.0'

12'

12'

.4'

14.9'

.2'

25.0'

.5

.4

.9

24.0'

19.1'

31.5'

14.2'

PROP. STOP BAR AND

CENTERLINE STRIPING (TYP.)

PROP. CAR PARKING

WITH PERMEABLE UNIT

PAVER SYSTEM,

SEE DRAINAGE PLAN

PROP. CAR AND BOAT

TRAILER PARKING WITH

PERMEABLE GRAVEL PAVER

SYSTEM, SEE DRAINAGE PLAN

PROP. CAR PARKING WITH

PERMEABLE GRAVEL PAVER

SYSTEM, SEE DRAINAGE PLAN

PROP. VEGETATED

STORMWATER SWALE,

SEE DRAINAGE PLAN

STORMWATER SWALE

STRUCTURES APPROVED UNDER

PREVIOUS SCOPE OF WORK (TYP.)

PROP. BELGIAN

BLOCK CURB (TYP.)

PROP. LANDSCAPED AREA

(TYP.)

PROP. HOT MIX ASPHALT

PAVEMENT (TYP.)

PROP. PEDESTRIAN

CONCRETE PAVEMENT (TYP.)

PROP. CONCRETE

DUMPSTER PAD

PROP. ADA PARKING

STALL (SEE DETAIL)

PROP. ADA PARKING

STALL SIGN

PROP. ADA PARKING ACCESS

AISLE STRIPING (SEE DETAIL)

PROP. ADA CURB RAMP

(SEE DETAIL)

PROP. LIGHT POLE (TYP.)

PROP. BELGIAN

BLOCK CURB (TYP.)

PROP. HOT MIX ASPHALT

PAVEMENT (TYP.)

150' RIPARIAN BUFFER

PROP. ROPE

FENCE (TYP.)

PROP. SEATING AREA WITH

PERMEABLE UNIT PAVER

SYSTEM, SEE DRAINAGE PLAN

PROP. BOLLARD LIGHT (TYP.)

PROP. METAL EDGE RESTRAINT

ALONG LAWN (TYP.)

PROP. DETECTABLE

WARNING SURFACE

PROP. DEP. BELGIAN

BLOCK CURB AT

ASPHALT APRONS (TYP.)

PROP. BELGIAN

BLOCK CURB (TYP.)

PROP. RAMPS UNDER

ARCHITECTURAL SCOPE

EXTENT OF BELGIAN

BLOCK CURB

.6'

35.5'

PROP. PARKING STALL CLIP-IN

MARKINGS (TYP.)

PROP. PARKING STALL CLIP-IN

MARKINGS (TYP.)

R8.0'

R10.0' (TYP.)

R5.0' R10.0'

R32.0' R5.0'

R50.0'

R10.0'

R38.0'30.0'

40.0'

.0'

9.0' (TYP.)

20.0' (TYP.)

.0

.0

.8'

15.0'

.0'

10.1'

.9'

23.4'

44.2'

7.4

57.8'

7.5

46.4'

22.5'

32.7'

107.7'

150.8'

.0'

R954'

PROP. ROPE

FENCE (TYP.)

R5.0'

(TYP.)

EXIST. STORMWATER PIPE

EXIST. STORMWATER INLET

150' RIPARIAN BUFFER

PROP. ROPE FENCE

PROP. STORMWATER PIPING

PROP. B-INLET

PROP. E-INLET

PROP. OUTLET CONTROL STRUCTURE

PROP. MANHOLE

PROP. JUNCTION STRUCTURE

PROP. CLEANOUT

PROP. ANTI-SEEP COLLAR

D

SOIL LOG LOCATION

PROP. HOT MIX ASPHALT PAVEMENT

PROP. PERM. UNIT PAVER SYSTEM

PROP. PERM. GRAVEL PAVER SYSTEM

PROP. CONCRETE PAVING

PROP. LANDSCAPED AREA

PROP. BELGIAN BLOCK CURB

PROP. SIGNAGE

PROP. PARKING STALL COUNT

PROP. PARKING STRIPING

PROP. TRAFFIC FLOW ARROWS

PROP. LIGHT POLE

PROP. BOLLARD LIGHT

X

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST. WATER LINE

EXIST. WATER VALVE

EXIST. HYDRANT

EXIST. TREE

EXIST. LIGHT FIXTURE

EXIST. SIGN

SOIL LOG LOCATION

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

SCALE:1":50'

Feet 0 50 100

SITE PLAN NOTES:

1. DO NOT SCALE OFF DRAWINGS, USE DRAWING DIMENSIONS ONLY. VERIFY ALL DIMENSIONS AND

EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. BRING TO THE

ATTENTION OF ENGINEER ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND DRAWINGS

PRIOR TO THE BEGINNING OF WORK. FIELD CONDITION DISCREPANCIES SHALL NOT BE USED AS

THE BASIS FOR CHANGE ORDER CLAIMS ONCE WORK HAS BEGUN.

2. PRESERVE AND PROTECT ALL EXISTING STRUCTURES, FURNISHINGS, SURFACE MATERIALS,

ABOVE AND BELOW - GRADE UTILITIES, FOOTINGS AND VEGETATION INDICATED TO REMAIN WITHIN

AND ADJACENT TO LIMIT OF WORK DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION.

3. MAINTAIN VEHICULAR TRAFFIC FLOW TO AND AROUND THE SITE. MAINTAIN CLEARLY MARKED

PEDESTRIAN ACCESS TO AREAS ON-SITE NOT AFFECTED BY CONSTRUCTION ACTIVITIES.

SITE PLAN

EXISTING CONDITIONS` 56 61

CAR STALL CAR AND BOAT TRAILER STALL

PARKING SCHEDULE

PROPOSED IMPROVEMENTS 80 74

1" = 50'

04-SITE.DWG

HOWARD BOULEVARD

DD

D D

D

D

D

D

PC

45°'

45°'

45°'

4.5'

18.0' (TYP.)

19.2'

17.0'

19.2'

17.0'

4.0'

4.0'

24.0'

4.5'

5.5'

9.6'

32.2' 5.0'

16.2' 5.6'

17.0'

6.7'

19.2'

PROP. METAL EDGE RESTRAINT

ALONG LAWN (TYP.)

PROP. SOLDIER COURSE AT

PERIMETER OF PATIO,

SEE SPECIFICATIONS FOR COLOR

PROP. HERRINGBONE PATTERN (TYP.),

SEE SPECIFICATIONS FOR COLOR

R34.9'

R2.5'

R152.4'

R432.0'

R20.0'

R20.0'

R18.0'

R30.0'

R24.0'

R7.0'

R4.0'

R2.0'

R2.1'

R1.5'

R2.0'

R5.0'

R15.0'

20.3'

19.5'

77.5'

68.5'

13.1'

45.1'

.7'

.2'

.9'

12.8'

22.5'

PROP. INLAID PAVER STRIPING (TYP.),

SEE SPECIFICATIONS FOR COLOR

9.

0'

(T

YP

R5.0'

R1.0'

R1.0'

R5.0'

PROP. STORMWATER PIPING

PROP. B-INLET

PROP. E-INLET

PROP. OUTLET CONTROL STRUCTURE

PROP. MANHOLE

PROP. JUNCTION STRUCTURE

PROP. CLEANOUT

PROP. ANTI-SEEP COLLAR

D

150' RIPARIAN BUFFER

PROP. ROPE FENCE

SOIL LOG LOCATION

PROP. HOT MIX ASPHALT PAVEMENT

PROP. PERM. UNIT PAVER SYSTEM

PROP. PERM. GRAVEL PAVER SYSTEM

PROP. CONCRETE PAVING

PROP. LANDSCAPED AREA

PROP. BELGIAN BLOCK CURB

PROP. SIGNAGE

PROP. PARKING STALL COUNT

PROP. PARKING STRIPING

PROP. TRAFFIC FLOW ARROWS

PROP. LIGHT POLE

PROP. BOLLARD LIGHT

X

EXIST. STORMWATER PIPE

EXIST. STORMWATER INLET

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST. WATER LINE

EXIST. WATER VALVE

EXIST. HYDRANT

EXIST. TREE

EXIST. LIGHT FIXTURE

EXIST. SIGN

SOIL LOG LOCATION

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

SCALE:1":10'

Feet 0 10 20

DETAILED SITE PLAN

61" = 10'

04-SITE.DWG

D D

D

D

D

D

D

D

D D

D

D

DD

D D

D

D

D

D

D

350.0'

350.0'

PROP. SIGHT TRIANGLE

PROP. ADA PARKING

STALL (SEE DETAIL)

SEE INSET FOR PROP.

SIGHT TRIANGLE

PROP. CROSSWALK STRIPING

PROP.STOP BAR

STRIPING (TYP.)

1C

1E

1E

1B

1C

1B

1C

1C

1E

1A

PROP. SINGLE UNIT

(SU-30) TRUCK

TURNING TEMPLATE

PROP. PAVER

PARKING STALL

(SEE DETAIL)

PROP. GRAVEL

PARKING STALL

(SEE DETAIL)

PROP. SHOULDER

STRIPING

PROP. AMBULANCE

TURNING TEMPLATE

1B

PROP. DIRECTIONAL

ARROW STRIPING (TYP.)

PROP. CENTERLINE STRIPING

23.288

3.158 15.75

Horton 453 Type I Ford E-Series Ambulance Overall Length 23.288ft Overall Width 8.021ft Overall Body Height 9.000ft Min Body Ground Clearance 1.075ft Track Width 8.021ft Lock-to-lock time 5.00s Curb to Curb Turning Radius 27.400ft

4 20

SU-30 - Single Unit Truck Overall Length 30.000ft Overall Width 8.000ft Overall Body Height 13.500ft Min Body Ground Clearance 1.367ft Track Width 8.000ft Lock-to-lock time 5.00s Max Steering Angle (Virtual) 31.80°

SOIL LOG LOCATION

PROP. HOT MIX ASPHALT PAVEMENT

PROP. PERM. UNIT PAVER SYSTEM

PROP. PERM. GRAVEL PAVER SYSTEM

PROP. CONCRETE PAVING

PROP. LANDSCAPED AREA

PROP. BELGIAN BLOCK CURB

PROP. SIGNAGE

PROP. PARKING STALL COUNT

PROP. PARKING STRIPING

PROP. TRAFFIC FLOW ARROWS

PROP. LIGHT POLE

PROP. BOLLARD LIGHT

PROP. VEHICLE TURNING TEMPLATE

X

150' RIPARIAN BUFFER

HOWARD BOULEVARD

LITTEL W

AY

DD

DD

350.0'

350.0'

PROP. B-INLET

PROP. E-INLET

PROP. OUTLET CONTROL STRUCTURE

PROP. MANHOLE

PROP. JUNCTION STRUCTURE

PROP. CLEANOUT

D

EXIST. STORMWATER PIPE

EXIST. STORMWATER INLET

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST. WATER LINE

EXIST. WATER VALVE

EXIST. HYDRANT

EXIST. TREE

EXIST. LIGHT FIXTURE

EXIST. SIGN

SOIL LOG LOCATION

DATEBY

JOB NO.:

EDWARD CONFAIR

N.J. P.E. NO. 24GE05187900

MORRIS COUNTY NEW JERSEY

FILENAME:

DATE:

CHECKED:

DESIGNED:

SCALE:

TITLE:

DRAWING NO.:

PROJECT:

DATE

PROFESSIONAL ENGINEER

FAX. 908-238-9572PH. 267-585-4839

530 WALNUT STREET, SUITE 998

A PROFESSIONAL ASSOCIATION

PHILADELPHIA, PA 19106

NO.

CERTIFICATE OF AUTHORIZATION NO.: 24GA28276600 EXP. 8/31/2025

LEE'S COUNTY PARK MARINA

GREEN INFRASTRUCTURE

STORMWATER IMPROVEMENTS

443 HOWARD BLVD

BLOCK 10 LOTS 67, 68, 69 & 70

MOUNT ARLINGTON BOROUGH

REVISION

07/14/2025

0118353

PW

EDC

08/19/2024

COPYRIGHT 2025 AKRF, INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS

DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

THIS DRAWING IS THE SOLE PROPERTY OF AKRF, INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT HIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR

FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF AKRF, INC.

02/13/25JFM1 90% CONSTRUCTION DOCUMENTATION

05/05/25JFM2 SCD SUBMISSION

06/02/25JFM3 SCD RESUBMISSION

BID DOCUMENTS ISSUED FOR CONSTRUCTION 07/14/25JFM4

SCALE:1":30'

Feet 0 30 60

TRAFFIC & STRIPING PLAN

71" = 30'

04-SITE.DWG

EAST SIGHT TRIANGLE INSET

SCALE: 1" = 60'

K

SH

IR

E

A

VE

N U

E

HOWARD BOULEVARD

ED

G

EM

ER

E A

VE

N

U E

HOPATCONG AVENUE

HOWARD BOULEVARD

E

E

E

E

MATCH EX.

GRADE

MATCH EX.

GRADE MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

MATCH EX.

GRADE

D D

D

D

MATCH EX.

GRADE AT BC

D

MATCH EX.

GRADE AT BC

MATCH EX.

GRADE

965 960

957 955

D

D

935 934 933

928 92

937938939

D

LEGEND

EXIST. PROPERTY LINE

EXIST. BUILDING

EXIST. PAVEMENT

EXIST. GRAVEL

EXIST. RETAINING WALL

EXIST. CONTOURS

EXIST. DESIGN FLOOD ELEV.

EXIST. OVERHEAD UTILITY LINE

EXIST. UTILITY POLE

EXIST. SANITARY LINE

EXIST. SANITARY MANHOLE

EXIST. CLEANOUT

EXIST.…