4 Site Plans

.7M, C—38t. NO PRE-CAST BENCHES OR CHANNELS CAN ONLY BE USED AT DEPTHS GREATER THAN 55° AS MEASURED FROM RIM TO INVERT. NP WR w NOTES: 1. BENCH TD HAVE 2.0% SLOPE (TYP.) WITH NON SKID SURFACE. 2 AL CONNECTIONS 7D BE MADE WITH CONICAL TYPE FLEXMBLE SEAL SUCH AS OR-N-SEAL OR EQUAL 3. ALL CHANNELS MUST BE HALF PIPE OR EPOXY COATED, 4. THE MANHOLE MUST MEET ALL REQUIREMENTS FOR MANHOLE CONSTRUCTION SHOWN ON THE OTHER DETAILS OF THE AUTHORITY INCLUDING BUT NOT LIMITED TO THE REDUREMENT FOR 12” OF CRUSHED STONE TO BE PLACED UNDER THE NEW MANHOLE. SCHEDULE OF REVISIONS DRAWN] CH REV. DATE DESCRIPTION OF CHANGES BY BY OWNER SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 APPLICANT SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 Ca SANITARY DOGHOUSE MANHOLE SCALE: N.T.S. | 5! MIN. | 1" MIN. SERVICE PIPE FINI NOTE: TYPE "K” COPPER ae Roe 1. PROVIDE VALVE AND VALVE BOX 5’ FROM BUILDING TUBING . P QO. a 2. BACKFILL SHALL BE HAND PLACED SAND FOR A DEPTH xR A REE NS s —< a OF 1 FOOT OVER SERVICE. 3, SERVICE PIPE SHALL BE CONSTRUCTED AT 90° TO THE CURB LINE. 4. A TUBING BENDER APPROVED BY THE ENGINEER MUST BE USED FOR ALL BENDS AND GOOSENECK. 4, NEW TAP LARGER THAN 1” INTO DUCTILE IRON CEMENT UINED OR CAST IRON CEMENT LINED WATER MAIN REQUIRE A SERVICE SADDLE WITH STAINLESS STEEL STRAPS. WATER SERVICE CONNECTION ax WITH MEP PLANS) DETENTION BASIN (COORDINATE STORMWATER ROOF LEADER THOROUGHLY BED FRAME IN MORTAR FRAME AND GRATE SCALE: N.T.S. T 4) oe A ‘h a ——— t= PLAN CAMPBELL FOUNDRY PATTERN / No. 3412 OR EQUIVALENT rs VARIABLE aoa CLASS C [7 concreTe e aa CONCRETE OR CONCRETE BLOCK |. 2'~6" MIN. CURB /SIDEWALK SCALE: N.T.S. P-11 6' LONG PRECAST CONC. WHEELSTOP W/2—#4 BARS CONT. 5’-9" LONG PARKING SURFACE AS ‘SPECIFIED af BASE AS nee Ne BARS THRU WHEEL— (s\__TYPE 'A' INLET CONCRETE WHEEL STOP P-14 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. E 2 PROJECT MANAGEMENT LLC E2P 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION Ch 4 CHARLES J. STEWART, P‘E., ALS. NJ REGISTERED PROFESSIONAL ENGINPER LICENSE AND NJ PROFESSIONAL LAND SURVEYO} SE NO. 24GB035884 PROJECT NAME SETON HALL

HAVE BEEN PREPARED UNDER MY SUPERVISION Ch 4 CHARLES J. STEWART, P‘E., ALS. NJ REGISTERED PROFESSIONAL ENGINPER LICENSE AND NJ PROFESSIONAL LAND SURVEYO} SE NO. 24GB035884 PROJECT NAME SETON HALL PREPARATORY SCHOOL HEALTH AND FITNESS CENTER KELLY ATHLETIC CENTER 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 DRAWING TITLE CONSTRUCTION DETAILS CHECKED BY: as DRAWN BY: ENS SCALE: NOT TO SCALE SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-111.00