Siad topographical survey from Schmidt5282026

NOTES: NOTES: H 1. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE OR CONCRETE BLOCK. IF BRICK OR CONCRETE BLOCK IS USED, THE BOTTOM SHALL 1. INLETS MAY BE CONSTRUCTED OF BRICK, CONCRETE OR CONCRETE U HE BE SHOWN FOR CONCRETE AND THE OUTSIDE OF THE WALL SHALL BLOCK. IF BRICK OR CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE SHOWN FOR CONCRETE AND THE OUTSIDE OF THE WALL SHALL BE PLASTERED WITH 21"

BE SHOWN FOR CONCRETE AND THE OUTSIDE OF THE WALL SHALL BE PLASTERED WITH 21" COAT BE DISHED AND SLOOF 1:2 CEMENT SAND MORTAR. 2. INVERTERS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS. BE PLASTERED WITH 21" COAT BE DISHED AND SLOOF 1:2 CEMENT SAND MORTAR. D 2. INVERTERS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS. A BOTTOM SHALL BE DISHED AND SLOPED TOWARDS THE OUTLET AT S A

A THE RATE OF 2" PER FOOT. THIS INLET MAY BE CONSTRUCTED OF BOTTOM SHALL BE DISHED AND SLOPED TOWARDS THE OUTLET AT BRICK, CONCRETE OR CONCRETE BLOCK. IF BRICK OR CONCRETE THE RATE OF 2" PER FOOT. THIS INLET MAY BE CONSTRUCTED OF BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE AND THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 1/2" BRICK, CONCRETE OR CONCRETE BLOCK. IF BRICK OR CONCRETE BLOCK IS USED, THE BOTTOM SHALL BE AS SHOWN FOR CONCRETE AND THE OUTSIDE OF THE WALLS SHALL BE PLASTERED WITH 1/2" O COAT, BE DISHED AND SLOOF 1:2 CEMENT SAND

O COAT, BE DISHED AND SLOOF 1:2 CEMENT SAND MORTAR. 3. FOUNDATION AND INVERT TO BE CONSTRUCTED IN 2 STAGES. TOP SURFACE OF STAGE 1 TO BE LEFT ROUGH. COAT, BE DISHED AND SLOOF 1:2 CEMENT SAND MORTAR. 3. FOUNDATION AND INVERT TO BE CONSTRUCTED IN 2 STAGES. TOP ENGINEERING 4. PLACE INLET FOUNDATION WHICH ARE PRECAST ON A 6 INCH THICK SURFACE OF STAGE 1 TO BE LEFT ROUGH. BED OF COMPACTED COARSE AGGREGATE #57. EXTEND THE COARSE 4. PLACE INLET FOUNDATION WHICH ARE PRECAST ON A 6 INCH THICK BED OF COMPACTED COARSE AGGREGATE #57. EXTEND THE COARSE HUDSON ENGINEERING, LLC

BED OF COMPACTED COARSE AGGREGATE #57. EXTEND THE COARSE HUDSON ENGINEERING, LLC AGGREGATE 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE B B INLET FOUNDATION. AGGREGATE 6 INCHES BEYOND THE HORIZONTAL LIMITS OF THE 25 WEST 8TH STREET, STE B 5. REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM B B INLET FOUNDATION. BAYONNE, NEW JERSEY 07002 FRAME AND GRATE 5. REINFORCING SHOWN FOR PRECAST INLETS IS THE MINIMUM REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE FRAME AND GRATE (201) 589-0906 A BICYCLE SAFE REQUIRED. ADDITIONAL REINFORCING FOR HANDLING IS THE RESPONSIBILITY OF THE CONTRACTOR. A

A BICYCLE SAFE 6. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS TYPES A, B, RESPONSIBILITY OF THE CONTRACTOR. C, E, D-1, D-2, AND B MODIFIED: 6. MINIMUM WALL REINFORCEMENT FOR PRECAST INLETS TYPES A, B, C, E, D-1, D-2, AND B MODIFIED: DATE: 05/26/2026 JORDAN CECININI NJ PROFESSIONAL ENGINEER LIC. NO. GE54968 INLET GRATE INLET GRATE

INLET GRATE CLASS "C" CONCRETE CLASS "C" CONCRETE 8" IF BRICK, 6" IF CONCRETE LADDER 4' WEIR OR CONCRETE BLOCK RUNGS 12" O.C 8" IF BRICK, 6" IF CONCRETE LADDER INV. 97.35 OR CONCRETE BLOCK RUNGS 12" O.C 2.5"Ø ORIFICE 4' WEIR INV. 96.60 2.5"Ø ORIFICE STAGE 2 INV. 97.35 INV. 97.20 PARTITION STAGE 2 WALL CLASS "D" CONCRETE

WALL CLASS "D" CONCRETE STAGE 1 CLASS "D" CONCRETE 2.5"Ø ORIFICE STAGE 1 INV. 96.60 2.5"Ø ORIFICE INV. 97.20 8" 11" 3'-6" 8" 11" 4' P L A N S W H I C H D O N O T B E A R 3'-6" 4' AN EMBOSSED SEAL ARE NOT VALID. 4'-2" OR 4'-6" 5'-0" OR 5'-4" 6"

5'-0" OR 5'-4" 6" 4'-2" OR 4'-6" 5'-0" OR 5'-4" 6" 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 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 1 OUTLET CONTROL STRUCTURE A 2 OUTLET CONTROL STRUCTURE B1, B2, & B3 INDEMNIFY AND HOLD HARMLESS HUDSON ENGINEERING,