SP 10000 11100 Binder E2 Project Management LLC

SCHEDULE OF REVISIONS r ” REV.} DATE DESCRIPTION OF CHANGES ee ae = SUI SORES SEE a +. CONCRETE CURB REVISED PER CME COMMENT LETTER 4500 PS| CONCRETE @ 28 DAYS | AND GUTTER 1, 01/31/2023 DATED 1/20/23 ens | cis WITH 6% AIR ENTRAINMENT MANHOLE FRAME é& COVER EMBED CASTING, BRICKS f& ANNULAR AREA WITH WATER | a GRASS PAVEMENT SECTION VARIES =e 1/4" PER 1’ [ SEE DRAWING C-104.00 FOR PAVEMENT SECTION DETAILS eaoPenaa a Sea ee ee ras _ cs as 7 mare SAW CUT EXISTING PAVEMENT ROUND RUBBER TN rte ADJUST TO GRADE WITH aS 3. , GASKET (TYP.) ——~ : os BRICK COURSES (3 COURSES BS anata : “ 30" MAXIMUM) yk ‘ if ‘ PACE _EXISTING PAVEMENT TWO COATS-16 MIL. TOTAL Tr ; ‘ HALL BE MILLED xy Go 2 } SOMPACTED SUBGRADE BAND LAYER 8 FROM TOP OF Soet_PaNT fe OR wacgeroxY ef i ALUMINUM \ TRENCH 846 NSF FAST CURE EPOxY—1 MANHOLE SUBBASE, SUITABLE = b| om STEP (TYP.) COMPACTED GRANULAR 5 2 . . MATERIAL OR RECYCLED 2 <_MIN. 6" COMPACTED SUBGRADE - Le} CONCRETE BASE = by EO ll ae r ¥ —— FLEXIBLE MANHOLE SLEEVE TOOLED TOOLED ' 9 DENSE GRADED AGGREGATE (VARIES) = pea = AT BE! & FINISHED JOINT ON +++ . CHANNEL (AIKAGARO 62 EDGE ACCEPTABLE) PLACE = my te = NON-SKID SURFACE ON on ae se 3,000 PSI CONGRETE : BENCH ONLY ; , oo | | 0.8 x PIPE Lo. BROOM ] 7 5 E aM /7— CRUSHED STONE (CHOKED) Seed EL 4 Fa cA al a CONFORMING TO N.J.D.O.T. FINISH 5 i a L, (4, 2-1NCH SURFACE BITUMINOUS ASPHALT OL a 1 7 #97 COARSE AGGREGATE L i D/2 : zZ 2 Z NIN. 8 EXPANSION EXPANSION JOINTS 12’ MAX. 4-INCH BITUMINOUS ASPHALT BASE COARSE "~~~ COMPACTED BASE NOTES: . & SOINT KYXYAYN PIPE DI 1. ANY CONCRETE PLACED BETWEEN NOVEMBER 15 AND APRIL 1 MUST CONFORM TO ARTICLES 501.17 AND 501.17 OF THE N.J.0.0.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1989 EDITION, USING 2% CALCIUM CHLORIDE, HOT WATER, COVERED W/SALT HAY. ISS mi 1. INTERIOR SURFACES TO BE COATED WITH TWO COATS, 18 MIL TOTAL, COAL TAR EPOKY MEETING SPECIFICATION C-200(A) OR SSPC-PAINT 16 IF RECEIVING DIRECT DISCHARGE FROM PUMP STATION OR OIFFERENCE IN INVERT ELEVATIONS EXCEEDS 12°, 1, LIMITS OF TRENCH TO BE CUT TO A NEAT EDGE AND TACK—COATED WITH EMULSIFIED ASPHALT. 6-INCH DENSE GRADE AGGREGATE (0GA) a 2. RISER, CONES AND SLABS SHALL BE CONSTRUCTED IN ACCORDANCE WTH A.S.T.M. C—478, 2. WHERE SIDEWALK ABUTS CURBING, INSTALL EXPANSION JOINT BETWEEN CURB 2. IN AREAS WITH WET OR UNSTABLE BOTTOMS USE 3/4” AND SIDEWALK ALONG ENTIRE

ALL BE CONSTRUCTED IN ACCORDANCE WTH A.S.T.M. C—478, 2. WHERE SIDEWALK ABUTS CURBING, INSTALL EXPANSION JOINT BETWEEN CURB 2. IN AREAS WITH WET OR UNSTABLE BOTTOMS USE 3/4” AND SIDEWALK ALONG ENTIRE LENGTH. SLUMP TEST: 3"~ 4" EXPANSION JOINTS EVERY 12', CONSTRUCTION JOINTS EVERY 4’ AT A DEPTH OF 1/4 THICKNESS OF CONCRETE. ALL SIDEWALK MUST BE SPRAYED WITH WHITE PIGMENTED CURING COMPOUND: 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. I Yor Jar Yo Jar iar 1 ie i) COMPACTED SUBGRADE 3. NON PENETRATING UFTING HOLES SHALL BE PROVIDED IN ALL UNITS. 4, ABSORPTION NOT TO EXCEED 8% IN ACCORDANCE WITH A.S.T.M. 6-76, 5, ALL JOINTS TO BE CONSTRUCTED IN ACCORDANGE WITH A.S.T.M. C-381. 8. NO PRE-CAST BENCHES OR CHANNELS AFTER BROOM FINISHING, 7, CAN ONLY BE USED AT DEPTHS GREATER THAN 6.5' AS MEASURED FROM RIM TO INVERT. 4. REFER TO PAVEMENT DETAIL FOR PAVEMENT THICKNESS (2\__SIDEWALK (2\__PIPE TRENCH pay SCALE: N.T.S. pity 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 (2) SCALEN-T.S. —‘GP-11/ ASPHALT PAVEMENT BUCTIE nu DRESSER SOME sou SLESvE ox TaaNmON covrLnG Wh Stanues® Staec davis 10 a6 LOoArky ho LESS Tar THO POT Now GREATER MAK SK FEET On EACH SDE OF TE KEW MANS N Pee - CE is SCALE: N.T.S. ENSTING SAOTARY SEVER rg Hew “bane CAMPBELL FND CO. COVER & CAMPBELL FI w CIRCULAR FRAME TOOO OR\ Z OR APPROVED EQUAL \ 5 = J SEE Jo “aie Gi) a MUELLER CORPORATION FINISHED GRADE = FS CONNECT TO PROPOSED GUTTER SYSTEM ___ ve umeo stoue | ¢ cial STOP NO. 15000 \ LAWN AREA \ \ 3 /KEOORDINATE WITH ARCH. AND MEP PLANS) i= em t= ele F . \ S = HaSe eere (FS 4 SEU el pir a NOTES: N uN oe g EXTENSION TYPE E 2 PROJECT MANAGEMENT LLC poe ‘sunFAce # [~ WITH ROD 1. BENCH TO HAVE 2.0% SLOPE (TYP.) WITH NON SKI SURFACE. =f SPP = ny an / PROPOSED 6” HDPE ROOF LEADER DOWNSPOUT 2 ALL CONNECTIONS TO AC MADE ¥ITH CONICAL TPE FLEXIBLE SEAL SUGH AS 87 HIBERNIA AVENUE CAMPBELL FND CO, COVERS - “ —— a eoaeheree D a {CONNECTING (COORDINATE WITH ARCH. AND MEP PLANS) ROR-N*SEAL'OR EQUAL, ROCKAWAY, NJ. 07866 £2PM CIRCULAR FRAME # 1000

BLE SEAL SUGH AS 87 HIBERNIA AVENUE CAMPBELL FND CO, COVERS - “ —— a eoaeheree D a {CONNECTING (COORDINATE WITH ARCH. AND MEP PLANS) ROR-N*SEAL'OR EQUAL, ROCKAWAY, NJ. 07866 £2PM CIRCULAR FRAME # 1000 OR Pa seman ge rom Nesenizes e APPROVED DGA OR EQUAL / PIPE 3. ALL CHANNELS MUST BE HALE PIPE OR EPOKY COATED, PRON: (973) 208-5200 : APPROVED EQUAL ‘Ov TERN TAPE oR Aner EexcuD PROPOSED 4. THE MANKCLE MUST MEET ALL REQUIREMENTS FOR MANHOLE CouSTRUGTION SoH www.E2PM.com = /CLEANOUT ON THe OMER DETALS OF THE AUTHORITY INCLUDING BUT NOT LMIED. To THe A REQUIREMENT FOR 12° OF CRUSHED STONE 10 BE PLACED UNOE® THE NEW MANHOLE, 1_ CUBIC FOOT CRUSHED STONE OR GRAVEL 1" CURB STOP COPPER CURB STOP NO, H—15200 | 5! MIN. | 1" MIN. SERVICE PIPE NOTE: TYPE "K” COPPER ‘THIS DRAWING DOES NOT INCLLIDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ‘ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT, THIS ORAWING AND THE DDESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT. LLC AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST. \ 4" SCH. 80 P.V.C. / Pa SLEEVE AS NEEDED AT UTILITY CROSSINGS D.L.P. DISTRIBUTION.“ MAIN a 4" STRAIGHT TUBING BEFORE GOOSNECK N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 SANITARY DOGHOUSE MANHOLE FINISHED fa / GRADE vores 1, PROVIDE VALVE AND VALVE BOX 5’ FROM BUILDING TUBING / P-11 SCALE: N.T.S. nt ete HAVE BEEN IY 1. AT LEAST ONE CLEANCUT MUST BE PROVIDED ON EACH LATERAL. 2. BACKFILL SHALL BE HAND PLACED SAND FOR A DEPTH MRRARRRER 2. A CLEANOUT WILL BE PROVIDED FOR EACH LATERAL BETWEEN THE CUR AND THE SIDEWALK OF 1 FOOT OVER SERVICE. CONNECT TO SUBSUREAGE 3. SERVICE PIPE SHALL BE CONSTRUCTED AT 90° TO THE CURB LINE. . A TUBING BENDER APPROVED BY THE ENGINEER MUST BE USED FOR ALL BENDS AND GOOSENECK. . NEW TAP LARGER THAN 1” INTO DUCTILE IRON CEMENT LINED OR CAST IRON CEMENT LINED WATER MAIN REQUIRE A SERVICE SADDLE WITH STAINLESS STEEL STRAPS. WATER SERVICE CONNECTION SCALE: N.T.S. / DETENTION BASIN (COORDINATE rf WITH MEP PLANS) STORMWATER ROOF LEADER SCALE: N.T.S. 3. IN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WILL BE THE RESPONSIBILITY OF THE

: N.T.S. / DETENTION BASIN (COORDINATE rf WITH MEP PLANS) STORMWATER ROOF LEADER SCALE: N.T.S. 3. IN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE LOCATION OF ALL CLEANOUTS MUST BE APPROVED BY THE TOWNSHIP PLUNBING DEPARTENT. 5. ALL CLEANOUTS LOCATED WITHIN PAVEMENT OR CONCRETE MUST SE PROTECTED WITH A CC-6 BOK BOF SANITARY CLEANOUT (2 SCALE: N.T.S. ‘gp-tiy ? blu Bp cf CHARLES J\STEWART, P.E., NJ REGISTERED PROFESSIONAL ENGIN NJ PROFESSIONAL LAND SURV L.S. LICENSE AND SE NO, 24GB035884 FRAME AND GRATE PROJECT NAME = | | | 4) HEALTH AND FITNESS CENTER KELLY ATHLETIC CENTER {| i SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE PLAN TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 CAMPBELL. FOUNDRY PATTERN THOROUGHLY BED 4 No. 3412 OR EQUIVALENT 2'-6" MIN. 6’ LONG PRECAST CONC. JORTAR FRAME IN M \ =F CURB/SIDEWALK WHEELSTOP W/2—#4 BARS 8" CONT. 5'~9" LONG Lj] cass yo uy Fre po Se eee PARKING SURFACE AS by a CONCRETE 4 . 2 | If 4 : me — SPECIFIED DRAWING TITLE Le &~ |__ CONCRETE OR uy: = \ | ‘o — “| F ea ‘[Pconcrere Block} |_22" & e ! ° = maces = CONSTRUCTION DETAILS Sa ‘ Hl |-—— ea ll 6"_OR o" | lh 8” ‘ NN CHECKED BY: CJS DRAWN BY: ENS er BASE AS SPECIFIED 2-4 BARS THRU WHEEL SCALE: NOTTO SCALE SHEET NO: STOP é& PVMT. MIN 18 PROJECT #: p-22-34-01 FIRST ISSUE: 10/13/2022 LONG. ON CONC. PVMT. USE EPOXY BONDING CONCRETE WHEEL STOP SCALE: N.T.S. DRAWING NO. SP-111.00 TYPE 'A' INLET (2 P-il SCALE: N.T.S. pany