PB 25 12 Application

2" SURFACE LAYER OF OPEN CURB AND SIDEWALK NOTES: GRADED FRICTION COURSE 1. ALL CURBING AND SIDEWALK SHALL BE CONSTRUCTED OF AIR ENTRAINED 2% MAX SLOPE (OGFC) 2% MAX SLOPE CLASS B CONCRETE. (N.J.D.O.T. SPECS) 2. A 1/2" PREFORMED EXPANSION JOINT FILLER BITUMINOUS TYPE, H CONFORMING TO A.A.S.H.T.O. SPEC'S M-33 IS TO BE INSTALLED BETWEEN U HE THE CURBING AND CONCRETE SIDEWALK AND AT 10' MAX. SPACING (TRANSVERSE AND LONGITUDINAL) IN THE SIDEWALK, RECESSED 1/4” IN

(TRANSVERSE AND LONGITUDINAL) IN THE SIDEWALK, RECESSED 1/4” IN FROM TOP OF SIDEWALK 3. TRANSVERSE JOINTS 1/2” WIDE SHALL BE INSTALLED IN THE CURBING 10'-0” D APART AND SHALL BE FILLED WITH PREFORMED EXPANSION FILLER OF A.A.S.H.T.O. SPECS M-33 FLUSH WITH THE TOP AND FACE OF CURB. 4. COST OF EXPANSION JOINTS SHALL BE INCLUDED IN THE UNIT PRICE BID S FOR SIDEWALK AND CURBING. 5. ALL SIDEWALK, CURB RAMPS AND SIDE RAMPS SHALL HAVE A HAND BROOMED FINAL FINISH. O

O 6. THE NORMAL PAVEMENT EDGE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. ENGINEERING 4" FILTER LAYER OF 7. COST OF ANY DENSE GRADED AGGREGATE NEEDED FOR CURB AND EXISTING SUBGRADE CLEAN NO. 57 STONE. SIDEWALK CONSTRUCTION WILL BE PAID FOR UNDER THE RESPECTIVE 4" RESERVOIR LAYER OF 34"-2 21" Ø CURB OR SIDEWALK ITEMS. HUDSON ENGINEERING, LLC CLEAN CRUSHED AGGREGATE 8. CONCRETE CURB SHALL NOT BE CONSTRUCTED FROM NOVEMBER 1 TO 25 WEST 8TH STREET, STE B PERMEABLE PAVEMENT NOTES: MARCH 15 UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE ENGINEER. BAYONNE, NEW JERSEY 07002 1. MAXIMUM SURFACE COURSE SLOPE IS 5%. 9. IMMEDIATELY AFTER THE CONCRETE HAS BEEN FINISHED, THE 2. FILTER FABRIC IS REQUIRED ALONG THE SIDES AND BOTTOM OF THE SYSTEM.

9. IMMEDIATELY AFTER THE CONCRETE HAS BEEN FINISHED, THE 2. FILTER FABRIC IS REQUIRED ALONG THE SIDES AND BOTTOM OF THE SYSTEM. CONTRACTOR SHALL APPLY A COMPLETE UNIFORM COAT OF CURING (201) 589-0906 3. POROSITY OF THE PERMEABLE ASPHALT SURFACE COURSE MUST BE 15-25% COMPOUND AT A RATE OF NOT LESS THAN ONE (1) GALLON PER 200 4. POLYMER MODIFIED BINDER SHALL BE PG 64E-22. SQUARE FEET. 5. PERMEABLE PAVEMENT SHALL CONFORM TO THE STANDARDS OF THE NEW JERSEY ASPHALT PAVEMENT 10. DETECTABLE WARNING SURFACE SHALL BE “ARMOR-TILE” TAC TILE ASSOCIATION NJAPA. SYSTEMS AS MANUFACTURED BY ENGINEERED PLASTICS INC., 300 INTERNATIONAL DRIVE, SUITE 100, WILLIAMSVILLE, NEW YORK, TELEPHONE NO. 1-800-682-2525 OR APPROVED EQUAL. THE PRODUCT SELECTED SHALL DATE: 11/12/2025 BE A MINIMUM OF 24”x48” WITH A BRICK RED COLOR. DETECTABLE WARNING SURFACE SHALL BE INSTALLED ACCORDING TO JORDAN CECININI MANUFACTURER'S INSTRUCTIONS. THE TILES SHALL BE PLACED ON CURB

MANUFACTURER'S INSTRUCTIONS. THE TILES SHALL BE PLACED ON CURB NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 RAMPS AND OTHER LOCATIONS DESIGNATED IN THE PLANS, IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS ACCORDING TO THE 01 TYPICAL PERMEABLE PAVEMENT DETAIL 02 TYPICAL DRIVEWAY PLAN AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) REQUIREMENTS AND ALL APPLICABLE NEW JERSEY DEPARTMENT OF C1.04 SCALE: N.T.S. C1.04 SCALE: N.T.S. TRANSPORTATION SPECIFICATIONS. 11. ALL TRAFFIC STRIPES AND MARKINGS SHALL BE LONG-LIFE THERMOPLASTIC IN ACCORDANCE WITH SECTION 610 - TRAFFIC STRIPES AND MARKINGS OF THE NJDOT STANDARD SPECIFICATIONS, AND MEET NEW JERSEY DEPARTMENT OF TRANSPORTATION SPECIFICATIONS ADA

DA SIGNAGE RESERVED PARKING VAN ACCESSIBLE SIGNAGE (IF VAN APPLICABLE) ACCESSIBLE

P L A N S W H I C H D O N O T B E A R AN EMBOSSED SEAL ARE NOT VALID. 80" MIN ALL DOCUMENTS PREPARED BY HUDSON ENGINEERING, LLC ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR

TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON E X T E N S I ON S OF T HE P R O JE C T O R O N A N Y OT HE R PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION BY HUDSON ENGINEERING, LLC FOR THE SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO HUDSON ENGINEERING, LLC; AND OWNER SHALL

HUDSON ENGINEERING, LLC; AND OWNER SHALL INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING, LLC FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM BY CHK ---- ---- ----

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