SP 10000 11100 Binder E2 Project Management LLC

NED NETWORKS OF 35% ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE PATTE BLee ett id i0 9 ° a C-D] staSon MIXTURE 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. GOSTAEPANIGERAES a eT WEATHER CONDITIONS AS RECOMMENDED BY THE MANUFACTURER TO ANCHOR MULCH MATERIALS. z MANY NEW PRODUCTS ARE AVAILABLE, SOME OF WHICH MAY NEED FURTHER EVALUATION FOR USE COOL SEASON MIXTURE #7 ns iN THIS STATE, | LENGTH ACCORDING TO TABLE | BROUbE APPROREIATE STRONG CREEPING RED FESCUE | 130 | 3 Ba 4.4.2.2. SYNTHETIC BINDERS - HIGH POLYMER SYNTHETIC EMULSION, MISCIBLE WITH WATER WHEN TRANSITION BETWEEN KENTUCKY BLUEGRASS 50 1 CANADA BLUEGRASS DILUTED AND FOLLOWING APPLICATION TO MULCH, DRYING, AND CURING SHALL NO LONGER BE STABILIZED CONSTRUCTION PERENNIAL AVESRRES ON ae alalolala lol al a | o |pep|More orouctr SOLUBLE OR DISPERSIBLE IN WATER. IT SHALL BE APPLIED AT RATES RECOMMENDED BY THE | ENTRANCE AND PUBLIC R.O.W. —— 3 7s Se bron Foi MANUFACTURER AND REMAIN TACKY UNTIL GERMINATION OF GRASS. —— = z INCREASED prousHT | 4.5. WOOD-FIBERED OR PAPER-FIBER MULCH. SHALL BE MADE FROM WOOD, PLANT FIBERS OR PAPER 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. . 4.6. PELLETIZED MULCH. COMPRESSED AND EXTRUDED PAPER AND/OR WOOD FIBER PRODUCT, WHICH MAY THE foeewe ETHOS SSSR eI ineR FOR SE ROLLING DUST: CONTAIN CO-POLYMERS, TACKIFIERS, FERTILIZERS AND COLORING AGENTS. THE DRY PELLETS, WHEN STE TEE eet rs ene do GOVERSTANDARDS APPLIED TO A SEEDED AREA NAD WATERED, FORM A MULCH MAT. PELLETIZED MULCH SHALL BE APPLIED IN PLAN VIEW (N.TLS.) eee ATE CONE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. MULCH MAY BE APPLIED BY HAND OR SERAY ON ADHESIVES ON PHNERALSOICS (NOT EFFECTIVE ON MUGK SOILS), KEEP TRARFIC 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 BREAS

SOICS (NOT EFFECTIVE ON MUGK SOILS), KEEP TRARFIC 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 BREAS 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 MATER, aN INCHES OF WATER AFTER SPREADING PELLETIZED MULCH ON THE SEED BED IS EXTREMELY IMPORTANT MATERIAL DELUSION {TYPE OF NOZZLE| cai /onsyacrel FOR SUFFICIENT ACTIVATION AND EXPANSION OF THE MULCH TO PROVIDE SOIL COVERAGE. SITE IS LOCATED “ WITHIN ZONE 6B ANIONIC ASPHALT EMULSION 7A COARSE SPRAY 1200 2 LATEX EMULSION 12.5:1 FINE SPRAY 235 Fea RESIN IN.WATER a FINE'SPRAY, 300 TEMPORARY VEGETATIVE MIXTURES, PLANTING RATES AND PLANTING BATES POLYACRYLAMIDE (PAM)- SPRAY ON |nico ns seb aS ak ADDITIVETO SeoIMeNT OAGHeTO. ADO AMTICO) oe POLYACRYLAMIDE (PAM)- DRY SPRAY |FLocCULATE AND PRECIPITATE SUSPENDED COLLOIDS, SEEDING RATE PLANT HARIDNESS ZONE — ACIDULATED SOY BEAN SOAP STICK NONE i] COARSE SPRAY. [ 1200 " (a) | = ct OPTIMUM SEED SEED MIXTURE Ly DEPTH (INCHES) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS TEMPORARY EMERGENCY ups/|Les/1000| ZONE 5B, 6S ZONES: ZONE 7A, 7B 4) 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 SDSL SEAGON ERASSES 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 & /1-9/15 | 3/1-5/15 & 8/15-10/12/15-5/1 & 8/15-10/15 1.0 BARRIERS - SOLID BOARD FENCE, SNOW FENCES, BURLAP FENCES, BALES OF HAY OR SIMILAR MATERIAL a 26 _|_22 ie Eee ae ue ‘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

EREAL 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 z 7 : POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT ee EE EE 20 | 0.8, Sie sUeE/AS EE 2 WASHING INTO STREAMS OR ACCUMULATION AROUND PLANTS. 7. MILLET (GERMAN OR HUNGARIAN} 30 0.7 6/1-8/1 5/15-8/15 5/1-9/1 1.0 / WELDED WIRE SUPPORT UNDER NOTE: 1, TREE PROTECTION DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 9 — TREE PROTECTION DURING CONSTRUCTION OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY. 2. TREE PROTECTION FENCING OR OTHER BARRIER SHOULD BE INSTALLED BEYOND THE CRITICAL cy ON, ROOT RADIUS WHICH IS DETERMINED AS FOLLOWS: 2.1. MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE_OF TREE) IN INCHES. MULTIPLY THE MEASURED DBH BY 1.5 FOR OLDER, UNHEALTHY, OR SENSITIVE TREE SPECIES TO GET THE CRITICAL ROOT RADIUS, EXPRESS THE RESULT IN FEET. MULTIPLY THE MEASURED DBH BY 1.0 FOR 7 "YOUNGER, HEALTHY, OR TOLERANT SPECIES H TO GET THE CRITICAL ROOT RADIUS. EXPRESS RESULTS IN FEET. \ LIMIT OF PROTECTED ROOT ZONE AT A MINIM! EXTEND BEYOND CALCULATED CRITICAL ROO’ CALCULATED PER THE NOTES 2.1 THROUGH 2.3 TREE PROTECTION FENCE N.T.S. 48" MIN FENCE, POST iiezg ORIVEN INTO GROUND HARDWOOD MIN. 1/2" THICKNESS) CA EMBED FABRIC INTO GROUND 12” MINIMUM VARIABLE [ STOCKPILE TOP AND SIDES TO BE IMMEDIATELY STABILIZED WITH TEMPORARY SEED, ETC.. AS SPECIFIED) SEDIMENT BARRIER 9 (BALES OR SILT FENCE) oe (TYPICAL) wy + Nes ' EXISTING GRADE STOCKPILE i ——— store SECTION X- X SEDIMENT BARRIER (BALES OR SILT FENCE: mre SLOPE x PLAN VIEW NOTES: 1. STOCKPILES TO BE PLACED AS DETERMINED IN THE FIELD. 2. STOCKPILES NOT TO BE PLACED IN AREA WITH CONCENTRATED FLOW, WETLANDS, EXTREME SLOPE, OR WITHIN 100 FEET OF A NATURAL STREAM. 3. TOPSOIL IS TO BE STOCKPILED SEPARATELY FROM OTHER EXCAVATED MATERIALS. TYPICAL STOCKPILE CONSTRUCTION N.T.S. SCHEDULE OF REVISIONS DRAWN] CHK. REV. DATE DESCRIPTION OF CHANGES BY BY 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

ANGES BY BY 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 E2 PROJECT MANAGEMENT LLC zy ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com ‘TiS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AD HEALTH ACT OF 1970 AND ALL RULES AND REGULATION THERETO APPURTENANT. THIS DRAWING AND THE DDESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TOE PRODECT MANAGEMENT ULC AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL NOT BE USED IN ANY MAMWER DETRIMENTAL TO TS INTEREST AND 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, STEW) RT, P.5, 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

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