Siad topographical survey from Schmidt5282026

---- ---- AQUA-PONIC WQ BC:100.00 UNIT AP-6 C:0.50 TC:100.50 33 LF 15"Ø RCP PIPE TC:100.50 RIM ELEV. = 100.00 BC:100.00 @ 0.5% SLOPE BC:100.00 INVERT ELEV. = 98.25

BC:100.00 INVERT ELEV. = 98.25 C:0.50 C:0.50 2' WIDE STONE PATH TO 74 LF 15"Ø RCP PIPE ALLOW FLOW INTO INSTALL TRENCH DRAIN AT EDGE OF @ 0.5% SLOPE PARKING AREA. SLOPE DRAIN TO WATER QUALITY UNIT LANDSCAPED AREA. POLYCAST 600 No.

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01 SERIES OR APPROVED EQUAL. 0.5% MIN SLOPE. DOGHOUSE MANHOLE #2 RIM 100.50 INV. 95.84 (EXIST. V.I.F.) DRAINAGE AND GRADING PLAN 1 DRAINAGE AND GRADING PLAN 03 TYPICAL DRIVEWAY PLAN

NEW JERSEY C1.07 SCALE: 1/16"=1'-0" C1.07 SCALE: N.T.S. 262-270 MAIN ST SITE REDEVELOPMENT JORGE MASTROPIETRO ARCHITECTS SITE CIVIL DESIGN ABBREVIATIONS EXISTING PROPOSED

SITE CIVIL DESIGN ABBREVIATIONS EXISTING PROPOSED ESSEX TC TOP OF CURB BC BOTTOM OF CURB C HEIGHT OF CURB TW TOP OF RETAINING WALL BW BOTTOM OF RETAINING WALL WEST ORANGE W HEIGHT OF RETAINING WALL NOTES: PROPOSED DEVELOPMENT AREA DISTRIBUTION: 1. PER THE 2021 NEW JERSEY IBC CHAPTER 4 SECTION 406. 1. PERVIOUS PAVEMENT 1.1. MAXIMUM SLOPE IN ANY DIRECTION FOR ACCESSIBLE PARKING 1.1. 5,688 SQ FT SPACES SHALL NOT EXCEED 2.0% 2. IMPERVIOUS PAVEMENT 1.2. GENERAL PARKING STALL SLOPES SHOULD NOT EXCEED 5.00%. 2.1. 7,867 SQ FT 2. ALL TRENCH DRAINS SHALL BE POLYCAST 600 SERIES OR 3. BUILDING FOOTPRINT APPROVED EQUAL. 3.1. 13,934 SQ FT

FOOTPRINT APPROVED EQUAL. 3.1. 13,934 SQ FT 0' 5' 10' 20' 30' 40' 50' 60' 2.1. DRAINS SHALL BE SLOPED A MINIMUM 0.5% TOWARD RAIN 4. LANDSCAPED AREA DRAWN BY : DESIGN BY : CHECKED BY : SCALE : GARDEN AREA. 4.1. 2,729 SQ FT HP HP JC AS NOTED 3. INSTALL RAIN GARDEN PER DETAILS ON SHEET C1.7. SHEET #: 4. DROPPED CURBS TO BE INSTALLED PER TYPICAL DROPPED CURBED

SCALE: 1/16" = 1'-0" DATE : 05/15/2025 C1.07 SIDEWALK DETAILS. REFER TO SHEET C1.4. BINDING ORDER: