Updated Civil Plans 13123

UTE, COTTON, OR PLASTIC NETTINGS TO THE SOIL SURFACE. USE A _—— | PERMANENT VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING DATES DEGRADABLE NETTING IN AREAS TO BE MOWED. 1. PERLE 4.3, CRIMPER (MULCH ANCHORING TOOL). A TRACTOR-DRAWN IMPLEMENT, SOMEWHAT LIKE A DISC HARROW, 2-1/2 AGHTiNaL.BLANTINGpeRIOn.- as AteEeTAd@ PLANTING Fearon |B ESPECIALLY DESIGNED TO PUSH OR CUT SOME OF THE BROADCAST LONG FIBER MULCH 3 TO 4 INCHES SEAN bs sraleniies PLANT HARIDNESS ZOWE g INTO THE SOIL SO AS TO ANCHOR IT AND LEAVE PART STANDING UPRIGHT. THIS TECHNIQUE IS LIMITED Bake e ters Sc] REMARKS TO AREAS TRAVERSABLE BY A TRACTOR, WHICH MUST OPERATE ON THE CONTOUR OF SLOPES. STRAW Ee RENIRED SEED MIXTURE ZONE 5B, 6A ZONE 7A, 78 | EG MULCH RATE MUST BE 3 TONS PER ACRE. NO TACKIFYING OR ADHESIVE AGENT IS REQUIRED. PERCENT SLOPE LENGTH OF STONE REQ 3 4.4, LIQUID MULCH BINDERS MAY BE USED TO ANCHOR HAY OR STRAW MULCH. OF ROADWAY fone eal Bar [haepate|| rtp | capa epee leaps cata cata Larealt = 4.4.1. APPLICATIONS SHOULD BE HEAVIER AT EDGES WHERE WIND MAY CATCH MULCH, IN VALLEYS, AND AT COUREE GRAWED BONS. AINE GRAINED ‘SOUS : CRESTS OF BANKS. THE REMAINDER OF THE AREA SHOULD BE UNIFORM IN APPEARANCE. Sige BT rae WARM SEASON MIXTURE #4 4.4.2. USE ONE OF THE FOLLOWING: SWITCHGRASS io | 25 4.4.2.1, ORGANIC AND VEGETABLE BASED BINDERS - NATURALLY OCCURRING, POWDER BASED, See 4a ft 200 FT Gig BLUESTEN = Th HYDROPHILIC MATERIALS WHEN MIXED WITH WATER FORMULATES A GEL AND WHEN APPLIED TO ; : MULCH UNDER SATISFACTORY CURING CONDITIONS WILL FORM MEMBRANED NETWORKS OF 35% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE LITTLE BLUESTEM s | to fo) ° co) CB) se Mons INSOLUBLE POLYMERS. THE VEGETABLE GEL SHALL BE PHYSIOLOGICALLY HARMLESS AND NOT [SAND LOVEGRASS 4 [10 RESULT IN A PHYTOTOXIC EFFECT OR IMPEDED GROWTH OF TURFGRASS, USE AT RATES AND 1. AS PRESCRIBED BY LOCAL ORDINANCE OR OTHER GOVERNING AUTHORITY. SOSTAL PANIGSRAEE ett WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. = MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE COOL SEASON MIXTURE #7 a IN THIS STATE, | LENGTH ACCORDING TO TABLE | BaOUOE aRRADBRIATE STRONG CREEPING RED FESCUE | 130 | 3 ce 4.4.2.2, SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN TRANSITION BETWEEN KENTUCKY BLUEGRASS 50 | 4 CANADA BLUEGRASS DILUTED AND FOLLOWING

EPING RED FESCUE | 130 | 3 ce 4.4.2.2, SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN TRANSITION BETWEEN KENTUCKY BLUEGRASS 50 | 4 CANADA BLUEGRASS DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING, AND CURING SHALL NO LONGER BE STABILIZED CONSTRUCTION GERENNINL AVEGRASS. OR Tal eT alalolaladlol ad a | o |pp|Moreorouctr SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE ENTRANCE AND PUBLIC R.O.W. — 7 35 eer MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. = iS : INCREASED DrousHT | 4.5. WOOD-FIBERED OR PAPER-FIBER MULCH. SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER f PLUS WHITE CLOVER 5 [10 [TOLERANCE CONTAINING NO GROWTH GERMINATION INHIBITING MATERIALS, USED AT THE RATE OF 1,500 POUNDS EXISTING ~ PER ACRE (OR AS RECOMMENDED BY THE PROJECT MANUFACTURER) AND MAY BE APPLIED BY A _-GROUND DUST CONTROL METHODS: HYDROSEEDER. THIS MULCH SHALL NOT BE MIXED IN THE TANK WITH SEED. USE IS LIMITED TO FLATTER { SLOPES AND DURING OPTIMUM SEEDING PERIODS IN SPRING AND FALL. i) : 4.6. PELLETIZED MULCH. COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY ae Pe OvENS MeTHeDS. SHOULD aula FOR CONTROLLING DUST: CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS AND COLORING AGENTS. THE DRY PELLETS, WHEN eee ATE CONE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR ‘SPRAY ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE MECHANICAL SPREADER AT THE RATE OF 60-75 LBS/1000 SQUARE FEET AND ACTIVATED WITH 0.2 TO 0.4 TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AREAS, INCHES OF WATER. THIS MATERIAL HAS BEEN FOUND TO BE BENEFICIAL FOR USE ON SMALL LAWN OR N.T.S. RENOVATION AREAS, SEEDED AREAS WHERE WEED-SEED FREE MULCH IS DESIRED OR ON SITES WHERE DUST CONTROL MATERIAL STRAW MULCH AND TACKIFIER AGENT ARE NOT PRACTICAL OR DESIRABLE. APPLYING THE FULL 0.2 TO 0.4 WATER "APPLY INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT MATERIAL DELUSION {TYPE OF NOZZLE| cai onieyacrel FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. _SITE IS LOCATED ANIONIC ASPHALT EMULSION 7A COARSE SPRAY. 1200 z SSSI, CONES LATEX EMULSION 12.5:1 FINE SPRAY 235 a RESIN INWATER aa SSSORAY. 300 TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PANTING BATES POLYACRYLAMIDE (PAM)- SPRAY ON |hico us stb AG

. 1200 z SSSI, CONES LATEX EMULSION 12.5:1 FINE SPRAY 235 a RESIN INWATER aa SSSORAY. 300 TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PANTING BATES POLYACRYLAMIDE (PAM)- SPRAY ON |hico us stb AG ak ADDITIVETOSeoIMeNT OAGSTO BASED ON PLANT HARDINESS ZONE (9) : POLYACRYLAMIDE (PAM)- DRY SPRAY |FLoccULATE AND PRECIPITATE SUSPENDED COLLOIDS. SEEDING RATE: PLANT HARIDNESS ZONE > ACIDULATED SOY BEAN SOAP STICK NONE [ COARSE SPRAY [ 1200 Sede wherune () t — OPTIMUM SEED 4 DEPTH (INCHES) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE, THIS IS TEMPORARY EMERGENCY ups/|Les/1000| ZONE 5B, 6S ZONE 6o ZONE 7A; 7B @) MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE ACRE| SQ.FT. OF SITE. CHISEL - TYPE PLOWS ABOUT 12 INCHES APART AND SPRING-TOOTHED HARROWS ARE EXAMPLES SOG SEASON GRASSES OF EQUIPMENT WHICH MAY PRODUCE DESIRED EFFECT. 1, PERENNIAL RYEGRASS 100 1.0 3/15-6/1 & 8/1-9/15 | 3/1-5/15 & 8/15-10/1 )2/15-5/1 & 8/15-10/15 0.5 SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. 2. SPRING OATS 86 2.0 3/15-6/1 & 8/1-9/15 | 3/1-5/15 & 8/15-10/1|2/15-5/1 & 8/15-10/15 1,0 BARRIERS - SOLID BOARD FENCE, SNOW FENCES, BURLAP FENCES, BALES OF HAY OR SIMILAR MATERIAL —— 26 | 22 hee ie 2S OS ad CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. 4, ANNUAL RYEGRASS: 100 1.0 3/15-6/1 & 8/1-9/15 | 3/15-6/1 & 8/1-9/15 |2/15-5/1 & 8/15-10/15) 0.5 5. WINTER CEREAL RYE 112 2.8 8/1-11/1 8/1-11/15 8/1-12/15 1.0 CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OR FLAKES FINE ENOUGH TO FEED WARM SEASON GRASSES THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE 7 5 7 POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT pcre PSE 20 | 08, Sai S/t8/33 SESE au WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS. 7, MILLET (GERMAN OR HUNGARIAN} 30 0.7 6/1-8/1 5/15-B/15 5/1-9/1 1,0 N.T.S. SCHEDULE OF REVISIONS REV.| DATE | DESCRIPTION OF CHANGES Pee 1. lowa1/2023) REVISED PER CME COMMENT TETTER | onc | oye DATED 1/20/23 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 E2 PROJECT MANAGEMENT LLC Ss ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE

SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 E2 PROJECT MANAGEMENT LLC Ss ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE CCCUPATIONAL SAFETY AND HEALTH [ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT. THIS DRAWING AND THE [DESIGN 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 ANO SHALL BE RETURNED UPON REQUEST. N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 T CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION CHARLES Y, STEWART, P.E}, P.LS. NJ REGISTERED PROFESSIONAL NEER LICENSE AND NJ PROFESSIONAL LAND SURVEYOR LICENSE 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 SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS CHECKED BY: cis DRAWN BY: ENS SCALE: NOT TO SCALE ‘SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-110.00

CONCRETE CURB 6 X 6 W2.0 X W2.0 WWF 4" WIDTH VARIES SEE PLAN 4" ig 4500 PS| CONCRETE @ 28 DAYS ~ WITH 64+ AIR ENTRAINMENT GRASS AND GUTTER / GR ASS 1/4" PER 1 Ca zi; are COMPACTED SUBGRADE \ SAND LAYER \— SUBBASE, SUITABLE COMPACTED GRANULAR MATERIAL OR RECYCLED CONCRETE BASE TOOLED _ OOLED FINISHED JOINT ON EDGE . : = BROOM ; SaluvA FINISH —~Hhew. EXPANSION ~~ EXPANSION JOINTS 12° MAX. JOINT 1. ANY CONCRETE PLACED BETWEEN NOVEMBER 15 AND APRIL 1 MUST CONFORM TO ARTICLES 501,17 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 BETWEEN CURB AND SIDEWALK ALONG ENTIRE LENGTH. 3. SLUMP TEST: 3" 4" 4, EXPANSION JOINTS 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 i PAVEMENT SECTION VARIES SEE DRAWING C-104.00 FOR / PAVEMENT SECTION DETAILS SAW CUT EXISTING PAVEMENT fa EXISTING PAVEMENT SHALL BE MILLED 6” FROM TOP OF TRENCH “MIN. 6” COMPACTED SUBGRADE 3’ MINIMUM DENSE GRADED AGGREGATE (VARIES) PROP. UTILITY 3/4" CRUSHED STONE VA Ly A Lf, DANCH SURFACE BITUMINOUS ASPHALT v3 ; é Zz ~ PIPE DIA YAY . PLUS 2" COMPACTED BASE 4-INCH BITUMINOUS ASPHALT BASE COARSE 1, LIMITS 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. 4, REFER TO PAVEMENT DETAIL FOR PAVEMENT THICKNESS PIPE TRENCH P-11 Cs \ SCALE: N.T.S. ‘eABr non co—s Hox (auruED “SLE ‘AS MALLE ACTURED by THE GENCE COUPANY (OR APPROVED EOUAL i \ si nde a a \ Se ee RE CAMPBELL FND CO, COVER& CULAR FRAME # 1000 OR APPROVED EQUAL Tacasen 4H mus pr msraUED WWW TEFLON TAPE an AW/TESIRE CowPoul WoTes: 1. AT LEAST ONE CLEANQUT MUST BE PROVIDED ON EAGH LATERAL, A CLEANOUT WILL BE PROVIDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK, 3. IN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WILL BE THE RESPONSIBILITY OF THE PROPERTY

LATERAL, A CLEANOUT WILL BE PROVIDED FOR EACH LATERAL BETWEEN THE CURB AND THE SIDEWALK, 3. IN GENERAL, OWNERSHIP AND MAINTENANCE OF LATERALS AND CLEANOUTS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER, 4. THE LOCATION OF ALL CLEANOUTS MUST BE APPROVED BY THE TOWNSHIP PLUNBING DEPARTMENT. 5. ALL CLEANOUTS LOCATED WITHIN PAVEMENT OR CONCRETE MUST SE PROTECTED WITH A CC-6 BOK. SANITARY CLEANOUT Spatay SCALE: N.T.S. getty MUELLER CORPORATION. STOP NO. 15000 \ (3) YG IG IG NIG IG” ica 4 A 6-INCH DENSE GRADE AGGREGATE (DGA) TAO INN INN NEN NAN NAN NAN NIU JOH HK ASPHALT PAVEMENT CAMPBELL FND CO, COVER & CIRCULAR FRAME# 1000 OR\ OR APPROVED EQUAL \ z Oo = ma LDING LINE FINISHED GRADE = LAWN AREA - a J \ \ Neal 0 a Fe g [Fall | rill = VALVE BOX g ‘ EXTENSION TYPE / WITH ROD b ay st / CONNECTING a COMPACTED_DGA CON = APPROVED DGA OR EQUAL yee \ } i | D.LP. DISTRIBUTION ~ ae # SCH. 80 EN. / Ha) MAIN 4 AT UTILITY CROSSINGS L-CUBIC FOOT CRUSHED 4" STRAIGHT TI UI — ” BEFORE GOUSNECK 1" CURB_STOP_ COPPER CURB STOP NO, H—15200 1" MIN. SERVICE PIPE TYPE "K” COPPER TUBING | 5' MIN. | OTE: : =< 1. PROVIDE VALVE AND VALVE BOX 5’ FROM BUILDING 2. BACKFILL SHALL BE HAND PLACED SAND FOR A DEPTH 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 LINED OR CAST IRON CEMENT LINED WATER MAIN REQUIRE A SERVICE SADDLE WITH STAINLESS STEEL STRAPS. WATER SERVICE CONNECTION Cs uy P-11 SCALE: N.T.S. SCALE: N.T.S. FRAME AND GRATE B re X A — = — A LT Vt SSS] i 8 PLAN _ CAMPBELL FOUNDRY PATTERN THoroucHEPBED* ~ /, No. 3412 OR EQUIVALENT sat ‘yin ‘ FRAME IN MORTAR \, :: = ; 6’ LONG PRECAST CONC, x CURB/SIDEWALK WHEELSTOP W/2-#4 BARS a” CONT. 5'-9" LONG oo) 4 = CLASS. i , PARKING SURFACE AS .|2 * 4 f! = SPECIFIED Be == |__concrete or Wye s o “| > 3 “ CONCRETE BLOCK” | | 22" |, < ° |e i __| tt : —— ll 4 i CONCRETE to i _-|_6" OR [sree lt | 3” r 1 ioe SECTION B-B BASE AS SPECIFIED 2-#4 BARS THRU WHEEL— —_—_—_— STOP & PVMT. MIN 18” LONG. ON CONC. PVMT. USE EPOXY BONDING 1 1 (2 \_ TYPE 'A' INLET (2 \ CONCRETE WHEEL STOP pty SCALE: N.T.S. pany SCALE: N.T.S. SCALE: N.T.S. CONNECT TO PROPOSED GUTTER SYSTEM ines WITH ARCH. AND MEP PLANS) — PROPOSED 6” HDPE ROOF LEADER DOWNSPOUT (COORDINATE WITH ARCH.

NCRETE WHEEL STOP pty SCALE: N.T.S. pany SCALE: N.T.S. SCALE: N.T.S. CONNECT TO PROPOSED GUTTER SYSTEM ines WITH ARCH. AND MEP PLANS) — PROPOSED 6” HDPE ROOF LEADER DOWNSPOUT (COORDINATE WITH ARCH. AND MEP PLANS) PROPOSED /CLEANOUT FINISHED / GRADE V3 PIII. , ee EEK EES LQ il WITH MEP PLANS) (ax (4 MANHOLE FRAME & COVER EMBED CASTING, BRICKS f& ANNULAR AREA WITH WATER PROOF MORTAR. ROUND AUBERT GASKET (TYP,} . { MIN, ADJUST TO GRADE WITH BRICK COURSES (3 COURSES MAXIMUM) TWO COATS-16 MIL. TOTAL GOAL TAR EPOXY C-200(0), SSPC-PAINT 16 OR MACROPOXY|) ALUMINUM 846 NSF FAST CURE EPOXY——, MANHOLE STEP (TYP.) 3,000 PSI CONCRETE _-— FLEXIBLE MANHOLE SLEEVE _-—— EPOXY COAT BENCH & CHANNEL (SIKAGARD 62 ACCEPTABLE) PLACE NON-SKID SURFACE On) BENCH ONLY to x pipe i. _— CRUSHED STONE (CHOKED) CONFORMING TO NJD.0.1. “ a 457 COARSE AGGREGATE 8 12" Min, NOTES: 1 a On Fw oP INTERIOR SURFACES TO BE COATED WITH TWO COATS, 18 MIL TOTAL, COAL TAR EPOKY MEETING SPECIFICATICN C-200(A) OR SSPC-PAINT 16 IF RECEIVING DIRECT O|SCHARGE FROM PUMP STATION OR DIFFERENCE IN INVERT ELEVATIONS EXCEEDS 12°. RISER, CONES AND SLABS SHALL BE CONSTRUCTED IN ACCORDANCE WTH A.S.T.M, C-478, NON PENETRATING LIFTING HOLES SHALL BE PROVIDED IN ALL UNITS, . ABSORPTION NOT TO EXCEED 8% IN ACCORDANCE WITH AS.TM, C~76. ALL JOINTS TO BE CONSTRUGTED IN ACCORDANCE WITH A.S.T.M. 6-381. NO PRE-CAST BENCHES OR CHANNELS CAN ONLY BE USED AT DEPTHS GREATER THAN .5' AS MEASURED FROM RIM TO INVERT. RUEMLE ino DRESSER STE sous sieeve CR TpaNsTON COUPLNG. ws ssn ug ster Win siAtices® Stal Gavi 1006 LaaAea ho cess Tike Nd SET NOR GREATER TAK Gi FEET OH EACH EDE OF THE KEW MANS ERSTING SAUTARY SEWER —— New PPE = new [hate ‘a i | Sas cone TPE ALEMBLE SLEEVE (11P) ALL eouneerions 127 chusieu stave NOTES: 1. BENCH TO HAVE 2.0% SLOPE (TYP.) WITH NON SKID SURFACE. 2. ALL CONNECTIONS To BE MADE WITH CONICAL TYPE FLEXIBLE SEAL SUCH AS KOR-N-SEAL, OR EQUAL 3. ALL CHANNELS MUST BE HALF PIPE OR EPOXY COATED. 4 THE MANHOLE MUST MEET ALL REQUIREMENTS FOR MANHOLE CONSTRUGTION SHOWN ON THE OTHER DETAILS OF THE AUTHORITY INCLUDING BUT NOT LIMITED TO THE REQUIREMENT FOR 12” OF CRUSHED STONE TO BE PLACED UNDER THE NEW MANHOLE, SANITARY DOGHOUSE MANHOLE SCHEDULE OF REVISIONS REV.| DATE | DESCRIPTION OF CHANGES oa es REVISED PER CME COMMENT LETTER 1, 01/31/2023 DATED 1/20/23 ens |

STONE TO BE PLACED UNDER THE NEW MANHOLE, SANITARY DOGHOUSE MANHOLE SCHEDULE OF REVISIONS REV.| DATE | DESCRIPTION OF CHANGES oa es REVISED PER CME COMMENT LETTER 1, 01/31/2023 DATED 1/20/23 ens | cis 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 E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE ROCKAWAY, N.J, 07866 QP PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE 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 DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO E2 PROJECT MANAGEMENT LLC AND SHAUL 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, N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 P-11 Wy GY, CA SOE / DETENTION BASIN (COORDINATE STORMWATER ROOF LEADER P-14 SCALE: N.T.S. SCALE: N.T.S. I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION cf L.S, LICENSE AND SE NO, 24GB035884 CHARLES J\STEWART, P.E., NJ REGISTERED PROFESSIONAL ENGIN NJ PROFESSIONAL LAND SURV 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