4 Site Plans

6 X 6 W2.0 X W2.0 WWE 4" WIDTH VARIES SEE PLAN 4" CONCRETE CURB 4500 PSI CONCRETE @ 28 DAYS AND GUTTER WITH 6%£ 1% AIR ENTRAINMENT GRASS: GRASS \ 1/4" PER 1" COMPACTED SUBGRADE TOOLED FINISHED EDGE TOOLED JOINT SAND LAYER SUBBASE, SUITABLE COMPACTED GRANULAR MATERIAL OR RECYCLED CONCRETE BASE BROOM FINISH SaIMVA EXPANSION -~ JOINT EXPANSION JOINTS 12’ MAX, 1. ANY CONCRETE PLACED BETWEEN NOVEMBER 15 AND APRIL 1 MUST CONFORM TO ARTICLES 501.11 AND 501.17 OF THE N.J.D.0.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1989 EDITION, USING 2% CALCIUM CHLORIDE, HOT WATER, COVERED W/SALT HAY. 2. WHERE SIDEWALK ABUTS CURBING, INSTALL EXPANSION JOINT SETWEEN CURB ANO SIDEWALK ALONG ENTIRE LENGTH. 3. SLUMP TEST: 3° 4. EXPANSION JDINTS EVERY 12', CONSTRUCTION JOINTS EVERY 4° AT A DEPTH OF 1/4 THICKNESS OF CONCRETE. 5. ALL SIDEWALK MUST BE SPRAYED WITH WHITE PIGMENTED CURING COMPOUND AFTER BROOM FINISHING. SIDEWALK PAVEMENT SECTION VARIES SEE DRAWING C-104.00 FOR PAVEMENT SECTION DETAILS SAW CUT EXISTING PAVEMENT EXISTING PAVEMENT K yi 8" FROM TOP OF TRENCH 3!_MINIMUM, D/2 YRPMHYYMS PIPE DIA. 1. UMITS OF TRENCH TO BE CUT TO A NEAT EDGE AND TACK-—COATED WITH EMULSIFIED ASPHALT. 2. IN AREAS WITH WET OR UNSTABLE BOTTOMS USE 3/4" CLEAN BROKEN STONE TO STABILIZE TRENCH BOTTOM TO SOLID, STABLE FOUNDATION. 3. CONTRACTOR SHALL REPAIR ANY SETTLED AREAS WITH STABILIZED BASE AFTER A SIX MONTH PERIOD OR ONE WINTER SEASON TO ENSURE NEW PAVEMENT SURFACE REMAINS FLUSH WITH EXISTING PAVEMENT. NS ‘KK MIN. 6" COMPACTED SUBGRADE DENSE GRADED AGGREGATE (VARIES) KE PROP. UTILITY Za OX ROE, Sfp ff, 2ANCH SURFACE BITUMINOUS ASPHALT | ~ ra - _" x 3/4" CRUSHED STONI ID 4-INCH BITUMINOUS ASPHALT BASE COARSE PLUS 2’ | "~~ COMPACTED BASE IY GIG IG IG FY EB 6-INCH DENSE GRADE AGGREGATE (BGA) NAR JNLN INN ISN INN INN — iy ae “Ely ne 4, REFER TO PAVEMENT DETAIL FOR PAVEMENT THICKNESS PIPE TRENCH (3\__ASPHALT PAVEMENT 1 Cy CAST IRON 6-8 GOK tauk4D *aDNER" {AS MARUPAGTIED BY THE GENEEO COMPANY ‘OR: APOROVED TOLL Ja" SCALE: N.T.S. BOK MJGT AE SUSTALAED LEVEL, a Te SUA CAMPBELL FND CO. COVERE iy, CIRCULAR FRAME APPROVED EQUAL # 1000 OR NOTES: 5, AT LEAST ONE CLEAN OUT MUST BE PROVIDED CN EACH LATERAL 3% A CLEANOUT WILL BE PROMDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK. 3. tN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS

ES: 5, AT LEAST ONE CLEAN OUT MUST BE PROVIDED CN EACH LATERAL 3% A CLEANOUT WILL BE PROMDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK. 3. tN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WiLL BE THE RESPONSIBILITY OF THE PROPERTY OWNER, 4. THE LOCATION OF ALL CLEANOLTS MUST BE APPROVED BY THE TOWNSHIP PLUMBING DEPARTMENT, 5. ALL CLEANGUTS LOCATED WITHIN PAVEMENT DR CONCRETE MUST SE PROTECTED WTH A CoB BOX. SANITARY CLEANOUT Ce a MUELLER CORPORATION STOP NO. 15000 DEPTH VARIES — D.ILP. DISTRIBUTION, MAIN BEFORE GOOSNECK LAWN_AREA z T 2a EXTENSION TYPE |-_EXTENSION TYPE GOOSE NECK | ou. aw WITH ROD COMPACTED DGA GONNECTING Nv 4" SCH. 80 P.V.C. / Hal SCALE:N.T-S. —\@P-11/ CAMPBELL op CO. COVER & quAP 000 Ol “APPROVED. El FINISHED GRADE. SCALE: N.T.S. z cs) a BUILDING LINE [rae PROVED DGA OR EQUAL POSED. CLEANQUT SLEEVE AS NEEDED AT UTILITY CROSSINGS 1 CUBIC FOOT CRUSHED STONE OR GRAVEL 1" CURB STOP COPPER CURB STOP NO. H~15200 INNECT TO PROPOSED GUTTER SYSTEM. [eerie WITH ARCH. AND MEP PLANS) PROPOSED 6” HDPE ROOF LEADER DOWNSPOUT COORDINATE WITH ARCH. AND MEP PLANS: MANHOLE FRAME & COVER EMBED CASTING, GRICKS & ANNULAR AREA WITH WATER ae \ PROOF MORTAR: = f=] 3" MIN. ROUND RUBBER") a ADJUST TO GRADE W7H GASKET (TYP.} BRICK COURSES (3 COURSES 30" MAXIMUM) TWO COATS—16 MIL. TOTAL COAL TAR EPOXY S~200(i), 12"| SSPC-PAWNT 16 OR MACROPAXY| ALUMINUM 845 NSF FAST CURE EPOXY—+| MANHOLE, STEP (TYP,) FLEXIBLE MANHOLE SLEEVE EPOXY COAT BENCH & CHANNEL (SIKAGARD 62 AGCEPTABLE) PLACE NON=SKID SURFACE ON @ENCH ONLY | ~~ 0.8. x PIPE to. CRUSHED STONE (CHOKED) r. CONFORMING TO NuwLD.O,T. By a7 COARSE AGGREGATE 3,000 PSI CONCRETE: NOTES: 1, INTERIOR SURFACES TO BE COATED WITH TWO COATS, 16 MIL TOTAL, COAL TAR, EPOKY MEETING SPECIFICATION C=200(A) CR SSPC—PAINT 16 IF RECEIVING DIRECT CISCHARGE FROM PUMP’ STATION OR OIFFERENCE IN INVERT ELEVATIONS EXCEEDS 12°. RISER, CONES AND SLASS SHALL BE CONSTRUCTED iN ACCORDANCE WITH A.S.T.M. C478, BP . NON PENETRATING LIFTING HOLES SHALL BE PROVIDED IN ALL UNITS. ABSORPTION NOT TO EXCZED BR IN ACCORDANCE WITH AS.T.M. C-78, ALL JOINTS TO BE CONSTRUCTED IN ACCORDANCE WITH AS.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

.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