THIS DOCUMENT AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF PROFESSIONAL SERVICES, L.L.C., AND IS NOT TO BE USED IN WHOLE OR IN PART FOR ANY OTHER FIFTH-SEAS AND IN�用IN AUTHORIZATION OF PROFESSIONAL DESIGN SERVICES, L.L.

KRISTIN 1/22/24 H:\PROJECTS\3236

CURB RAMP WIDTH

BITUMINOUS EXPANSION JOINTS 20 FT ON CENTER

COLOR SURFACE ___ SHADED AREA

↓

BITUMINOUS EXPANSION JOINT

SIDEWALK WIDTH VARIES

⇧ |⇧

PLAN VIEW

SECTION VIEW

DETECTABLE WARNING SURFACE PLAN DETAIL 1/2"=1'-0"

KEY MAP SCALE: 1" = 2000'

  1. A PREFERMED EXPANSION JOINT 1/2" THICK, 4" WIDE, AND EXTENDING THE FULL WIDTH OF THE WALK, UNBROKEN, SHALL BE INSTALLED EVERY 20 FT. CONTRACTION JOINTS SHALL BE INSTALLED EVERY 4 FT, THE FULL WALK WIDTH.
  2. THERE SHALL BE A BROOM FINISH WITH THE EDGES FINISHED WITH A SUITABLE TOOL.
  3. SIDEWALK SHALL CONSIST OF 4,000 PSI CONCRETE IN 28 DAYS.

CONCRETE SIDE WALK DETAIL SCALE: 3/8" - 1'-0"

1/2"=1'-0"

HANDICAP RAMP TYPE 1

NTS

SPECIFICATIONS

CHAIN LINK FENCE

METHOD OF DEPRESSING CONCRETE CURB NOT TO SCALE

8"

SECTION

1/2" PREFERMED EXPANSION JOINT FILLER, BITUMINOUS TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE PAVEMENT OR CONCRETE BASE COURSE

CONCRETE CURB VERTICAL

CONCRETE APRON SECTION

CONCRETE 4,500 PSI 6 x 6- W1.4 x W1.4 WELDED WIRE MESH 1 1/2" DIA. STONE BLEND QUARRY PROCESSED SUB BASE

NOTES:

1. CURB TO BE CLASS B CONCRETI

  1. TRANSVERSE JOINTS ½" WIDE SHALL BE INSTALLED IN THE CURB 20 FEET APART AND SHALL BE FILLED WITH PREFERRED BITUMINOUS-IMPREGNATED FIBER JOINT FILLER RECESSED ¼" IN FROM FRONT FACE AND TOP OF CURB.
  2. EXPANSION JOINTS THRU AND ADJACENT TO THE CURB SHALL BE INCLUDED IN THE UNIT PRICE BID FOR THE CURB.
  3. THE DEVELOPER IS REQUIRED TO OBTAIN A PERMIT FROM THE OCEAN COUNTY ENGINEERING DEPARTMENT PRIOR TO THE START OF CONSTRUCTION OF ANY IMPROVEMENTS WITHIN THE RIGHT OF WAY OF THE COUNTY ROAD.
  4. DEVELOPER SHALL OBTAIN A LETTER OF FINAL ACCEPTANCE FROM THE OCEAN COUNTY ENGINEER FOR THE ROAD IMPROVEMENTS ALONG THE COUNTY ROAD PRIOR TO THE RELEASE OF ANY BOND OR OTHER FINANCIAL SURETY POSTED WITH THE MUNICIPALITY FOR THE COMPLETION OF SAID IMPROVEMENTS.
  5. ALIGNMENT & GRADE FOR CURB AND ROAD IMPROVEMENTS ALONG THE COUNTY ROAD SHALL BE ESTABLISHED BY THE DEVELOPERS ENGINEER AS APPROVED BY THE OCEAN COUNTY ENGINEER. STAKEOUT OF ALL CURB AND ROAD IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL BE EXECUTED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR. CURB AS BUILTS SHALL BE SUBMITTED TO THE OCEAN COUNTY ENGINEER PRIOR TO ANY PAVING OPERATIONS. FINAL AS BUILT INFORMATION SHALL BE SUPPLIED ON A REPRODUCIBLE MEDIUM, WILL INCLUDE TOP AND BOTTOM OF CURB, CENTERLINE AND QUARTER CROWN GRADES, MONUMENTS WHERE APPLICABLE, SHALL BE SIGNED AND SEALED BY A LICENSED NEW JERSEY PROFESSIONAL LAND SURVEYOR AND ACCOMPANIED BY A MONUMENT CERTIFICATION WHERE APPLICABLE.

）

☰PDS

PROFESSIONAL DESIGN SERVICES, L.L.C.

CONSULTING ENGINEERS, LAND SURVEYORS, PLANNERS, ENVIRONMENTAL SCIENTISTS, CONSTRUCTION SERVICES 1245 AIRPORT ROAD, SUITE 1, LAKEWOOD, NEW JERSEY 08701 PHONE 732 363 0060 FAX 732 363 0073 NEW JERSEY STATE BOARD OF P.E. & L.S. CERTIFICATE OF AUTHORIZATION NO. 24GA28125400 IAN M BORDEN, PP N.J. PROFESSIONAL PLANNER LICENSE #33LI00617400 IBORDEN@PDS-NJ.COM WILLIAM A. STEVENS, PE, PP PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394 BSTEVENS@PDS-NJ.COM GRAHAM J. MACFARLANE, PE, PP, CME PROFESSIONAL ENGINEER, NEW JERSEY LIC. #37110 PROFESSIONAL PLANNER, NEW JERSEY LIC. #6104 GRAHAM@PDS-NJ.COM STEVEN METELSKI, JR., PLS N.J. PROFESSIONAL LAND SURVEYOR LICENSE #43393 STEVENM@PDS-NJ.COM

ENLARGEMENT

SECTION A-A

GENERAL NOTE

COMPACTED ASPHALT MILLINGS

□

BOARD ON BOARD GATE

CONCRETE USED TO HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH

NTS

OCEAN COUNTY CURB

GATE HINGE

2. UNIT TO BE PINNED TO SURFACE WITH 3 - 3/4" DIAMETER STEEL RODS,

4. ALL ANGLES TO BE 45circ.

8' € POST TO € POST

——1”×6”TOP

WILLIAM A. STEVENS, III, P.E., P.P. PROFESSIONAL ENGINEER, NEW JERSEY LIC. #39915 PROFESSIONAL PLANNER, NEW JERSEY LIC. #5394

PRELIMINARY & FINAL SITE PLANS

NOTES:

1. SIGN SUPPORTS AND SUPPORT FOUNDATIONS SHALL BE DESIGNED TO SUSTAIN MINIMUM DESIGN LOADINGS FOR DEAD, LIVE, WIND, AND SEISMIC CONDITIONS IN ACCORDANCE WITH THE BUILDING CODE HAVING JURISDICTION. 2. NO L.E.D.'S OR MOVABLE COPY SIGNAGE IS PROPOSED. 3. ALL LETTERS TO BE MINIMUM 6" IN HEIGHT. 4. BUSINESS NAME AND ADDRESS TO BE PROVIDED. 5. GROUND SIGN MAY INCLUDE NO MORE THAN FOUR COLORS.

ELEVATION

ELEVATION

SCALE:AS SHOWNJOB NUMBER:323617
DRAWN BY:KNLDATE:MARCH 17, 2023
DESIGN/CALC'D BY:IMBSHEET: 1015
CHECKED BY:WAS

REFUSE / RECYLCING ENCLOSURE BOARD ON BOARD GATE

REFUSE / RECYCLING ENCLOSURE BOARD ON BOARD FENCE

GROUND SIGN

PAVEMENT WIDENING DETAIL - COUNTY ROAD

NTS

NTS