Siad topographical survey from Schmidt5282026

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---- 01 03 NJDOT SIGN POST DETAILS NEW JERSEY ADA AND DRIVEWAY DETAILS C1.04 SCALE: NTS CURB AND SIDEWALK NOTES: 262-270 MAIN ST SITE REDEVELOPMENT

262-270 MAIN ST SITE REDEVELOPMENT 1. ALL CURBING AND SIDEWALK SHALL BE CONSTRUCTED OF AIR ENTRAINED CLASS B CONCRETE. (N.J.D.O.T. SPECS) 2. A 1/2" PREFORMED EXPANSION JOINT FILLER BITUMINOUS TYPE, CONFORMING TO A.A.S.H.T.O. SPEC'S M-33 IS TO BE INSTALLED BETWEEN THE CURBING AND CONCRETE SIDEWALK AND AT 10' MAX. SPACING JORGE MASTROPIETRO ARCHITECTS (TRANSVERSE AND LONGITUDINAL) IN THE SIDEWALK, RECESSED 1/4” IN FROM TOP OF SIDEWALK

FROM TOP OF SIDEWALK SITE CIVIL DESIGN 3. TRANSVERSE JOINTS 1/2” WIDE SHALL BE INSTALLED IN THE CURBING 10'-0” 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 ESSEX FOR SIDEWALK AND CURBING.

ALK AND CURBING. 5. ALL SIDEWALK, CURB RAMPS AND SIDE RAMPS SHALL HAVE A HAND BROOMED FINAL FINISH. 6. THE NORMAL PAVEMENT EDGE PROFILE SHALL BE MAINTAINED THROUGH THE AREA OF THE CURB RAMP. 7. COST OF ANY DENSE GRADED AGGREGATE NEEDED FOR CURB AND SIDEWALK CONSTRUCTION WILL BE PAID FOR UNDER THE RESPECTIVE EXISTING HMA OR CURB OR SIDEWALK ITEMS. CONCRETE BASE 8. CONCRETE CURB SHALL NOT BE CONSTRUCTED FROM NOVEMBER 1 TO MARCH 15 UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE ENGINEER.

MARCH 15 UNLESS WRITTEN APPROVAL IS RECEIVED FROM THE ENGINEER. 9. IMMEDIATELY AFTER THE CONCRETE HAS BEEN FINISHED, THE CONTRACTOR SHALL APPLY A COMPLETE UNIFORM COAT OF CURING WEST ORANGE COMPOUND AT A RATE OF NOT LESS THAN ONE (1) GALLON PER 200 SQUARE FEET. 10. DETECTABLE WARNING SURFACE SHALL BE “ARMOR-TILE” TAC TILE SYSTEMS AS MANUFACTURED BY ENGINEERED PLASTICS INC., 300 INTERNATIONAL DRIVE, SUITE 100, WILLIAMSVILLE, NEW YORK, TELEPHONE

INTERNATIONAL DRIVE, SUITE 100, WILLIAMSVILLE, NEW YORK, TELEPHONE NO. 1-800-682-2525 OR APPROVED EQUAL. THE PRODUCT SELECTED SHALL BE A MINIMUM OF 24”x48” WITH A BRICK RED COLOR. DETECTABLE WARNING SURFACE SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. THE TILES SHALL BE PLACED ON CURB RAMPS AND OTHER LOCATIONS DESIGNATED IN THE PLANS, IN STRICT ACCORDANCE WITH THE STANDARD SPECIFICATIONS ACCORDING TO THE DRAWN BY : DESIGN BY : CHECKED BY : SCALE : AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) HP HP JC AS NOTED

HP JC AS NOTED REQUIREMENTS AND ALL APPLICABLE NEW JERSEY DEPARTMENT OF SHEET #: TRANSPORTATION SPECIFICATIONS. DATE : 05/15/2025 C1.04 11. ALL TRAFFIC STRIPES AND MARKINGS SHALL BE LONG-LIFE BINDING ORDER: THERMOPLASTIC IN ACCORDANCE WITH SECTION 610 - TRAFFIC STRIPES JOB No. :

THERMOPLASTIC IN ACCORDANCE WITH SECTION 610 - TRAFFIC STRIPES JOB No. : AND MARKINGS OF THE NJDOT STANDARD SPECIFICATIONS, AND MEET JMA02P003.01 04 of 15 NEW JERSEY DEPARTMENT OF TRANSPORTATION SPECIFICATIONS

TREE COUNT NOTES: 1. PER S25-12.1o 1.1. IN PARKING AREAS WITH THIRTY (30) OR MORE PARKING SPACES, H THERE SHAL LBE MINIMUM OF ONE (1) TREEE PLUS GROUND LEVEL U HE