SP 10000 11100 Binder E2 Project Management LLC

‘ SCHEDULE OF REVISIONS BLOC 82.02 REV.| DATE | DESCRIPTION OF CHANGES eles . REVISED PER CME COMMENT LETTER 20.00’ 1. |01/31/2023 DATED 1/20/23 ens | cs WIDE SANITARY SEWER ss Lot 7.07 16" woe ohivgwar eset SURFACE DETENTION BAS exIsnNG CHURCH BLOCK 82.01 LOT 1 re ss WL R=556.46" —__ L=15: 7 \ Del=15'43'40" \. A\% : 0 Aer "3 BASEBALL Ch.Bearing=No0'37'05" 3 \ J y ex, At a ne ) : Ch.Dist.= 152.27" \ < ed ow \ EASEMENT wi ood vanasue wom ‘EASEMENT Wii vee) OWNER mn \ tine PROPERTY LINE // ~~ \\SETON HALL PREPARATORY SCHOOL is I esoreers “atl ny 700 PROSPECT AVENUE i. LEY wn a a ‘a TOWNSHIP OF WEST ORANGE, NJ 07052 * fe . \ a “ \ < are re APPLICANT \ Hit SETON HALL PREPARATORY SCHOOL = _ 700 PROSPECT AVENUE eT. — TOWNSHIP OF WEST ORANGE, NJ 07052 Cen Re 2S aN eet 7 Lor 13.05 \ pu! se a —_——AUFFER — Bly E 2 PROJECT MANAGEMENT LLC i \ kK La 87 HIBERNIA AVENUE BLaCK al ROCKAWAY, N.J. 07866 \ — PHONE: (973) 299-5200 7 BUFFER fay saxsw27y LINE ff BUFFER \ ‘eae ee FAX: (973) 299-5059 mar ay AREA ‘SETBACK 25 FT SIDE YARD Lor 13.01 www.E2PM.com END MON. ON LINE Nill in HEH MALAI vauzus weneneTaM! ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH —__— 2—__ —___| LACT OF 1870 AND ALL RULES AND REGULATIONS THERETO APPURTENANT. THIS DRAWING AND THE DESIGN FEATURES Of 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. (ex By oweLLna “1 Ceseal My es wo, Tm, ot eS od ont — oe ee ae /' iP “ohn ==S=SS== “TY / N.J. ENGINEERING CERTIFICATE OF —_ == SS disif, AUTHORIZATION No. 24GA28118200 Nee i vor 0s uf I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION 50_FT REAR, Zann SETBACK PY EMMI EE: f Tah Chat ce le i141 5, LANDS. NOTES| ATED WETEANDS 141 SF 2 s36'44'00°W [18.20 \ _ —\\ Ea | Dram Ir hadecs = te ee DART \ acoso Lik ex 4 1 | [Pmetone: i jKeeceee 4 Lor 1.03 (SEE SHEET SP-102.10 FOR ADDITIONAL INFORMATION) Lor 1.02 SIDE_YARD_SETBACK cha CHARLES J..STE ART, P.E., P)L.S. NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND NJ PROFESSIONAL LAND SURVEY NSE NO, 24GB035884 PROJECT NAME . 1s wees a EET pre z E a

r 1.02 SIDE_YARD_SETBACK cha CHARLES J..STE ART, P.E., P)L.S. NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND NJ PROFESSIONAL LAND SURVEY NSE NO, 24GB035884 PROJECT NAME . 1s wees a EET pre z E a ese APARTMENT 4 Bi ; 40 FT FRONT YARD SETBACK — 0 en LM, [ytbetty, spelt, [gle f 15 wae Se —_-s — —— ay gach I ed city —y ug —— —— —* 33935808 ~-—+-— —_ us| _—"> Fae aeiseeW Liagoe — ~esyodw - se MOUNTAIN DRIVE = 7—y oo = i ae | rs are BV Sam! V1 A ieee Press SETON HALL PREPARATORY SCHOOL oul (oon Ieee (rerlane) pre a HEALTH AND FITNESS CENTER Ft spl VN” \ Yee ei VA KELLY ATHLETIC CENTER iF 700 PROSPECT AVENUE SLR \ TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY SURVEY NOTES TAX BLOCK 82.01, LOT 1 onal \ 4, TAX BLOCK 82.01 LOT 1 LOT AREA: 1,938,496 SF. or 44.50 Ac. iN \ \ Te i 2. SUBJECT TO SUCH STATE OF FACTS AS A FULL AND ACCURATE TITLE SEARCH MIGHT DISCLOSE, ra I ‘ T ry. _ (ee 3. UTILITY LOCATIONS BASED ON SURFACE OBSERVATIONS; SUB-SURFACE CONDITIONS AND LOCATIONS ARE NOT CERTIFIED. ACTUAL CONFIGURATIONS M AP RE FE RE N G E S L. | aN UL , it MUST BE FIELD-VERIFIED VIA TEST PITS AND UTILITY COMPANY MARK-OUTS. PRIOR TO CONSTRUCTION CALL N.J. UNDERGROUND 1-800-272-1000. t \ t \ " 7 ream , ey \ 4. THIS SURVEY IS SUBJECT TO EASEMENTS OF RECORD AND OTHER PERTINENT FACTS WHICH A TITLE SEARCH MIGHT DISCLOSE. THE UNDERSIGNED IS NOT 1) BOUNDARY INFORMATION TAKEN FROM "BOUNDARY SURVEY" PREPARED Oe wenenew a, an we QUALIFIED TO MAKE ANY DETERMINATION OF THE EXISTENCE OR NON-EXISTENCE OF WETLANDS AND/OR CONTAMINATION, THEREFORE, NO STATEMENT IS | DRAWING TITLE BY G.C. STEWART ASSOCIATES, INC., DATED 7/3/98. ERD aay! a eet? BEING MADE OR IMPLIED, NOR SHOULD IT BE CONSTRUED THAT ANY STATEMENT IS BEING MADE BY THE FACT THAT NO EVIDENCE OF WETLANDS OR 2) BOUNDARY INFORMATION TAKEN FROM "PROPOSED CONSOLIDATION OF Sis ae tee ~ feedttlalibe rs IS SHOWN. THIS SURVEY DOES NOT SHOW THE EXISTENCE OR NON-EXISTENCE OF FLOOD PLAIN, ZONING OR ANY OTHER LAND USE LOTS, PROPOSED ROADWAY DEDICATION AND SLOPE EASEMENT, PROPOSED — wee . OVERALL EXISTING CONDITIONS 20' WIDE SANITARY SEWER EASEMENT AND PROPOSED BUFFER AREA BLOCK Wo+----- <2 5. A WRITTEN WAIVER AND DIRECTION NOT TO SET CORNER MARKERS BEEN HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, C.14 82.01, LOTS 1, 7, 7.01, 7.02 & 7.05; BLOCK 82.02 LOTS 1 & 7; BLOCK 81.01 LOTS (NES A ASHBSE SANDING! SBeO5eX(P):

ORNER MARKERS BEEN HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L. 2003, C.14 82.01, LOTS 1, 7, 7.01, 7.02 & 7.05; BLOCK 82.02 LOTS 1 & 7; BLOCK 81.01 LOTS (NES A ASHBSE SANDING! SBeO5eX(P): PLAN 1.01, 1.04, 1.05, & 1.06 PROSPECT AVENUE, NORTHFIELD AVENUE, MOUNTAIN 6. UTILITY LOCATIONS SHOWN HEREON ARE BASED ON ABOVE GROUND OBSERVATIONS ONLY. THE TYPE AND LOCATION OF UNDERGROUND AND OTHER " UTILITIES ARE NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE USER OF THIS SURVEY IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS. ae ne eet OR ANE Feet COUNTY, NJ" PREPARED BY G.C. AS TO THE TYPE, LOCATION AND SUITABILITY OF UTILITIES AS MAY BE NECESSARY. : \ 7. ‘THE WORD CERTIFY, AS USED HEREIN, IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, WHICH IS BASED ON HIS CHECKED BY: = =OJS DRAWN BY: ENS 3) TOPOGRAPHIC INFORMATION TAKEN FROM "TOWNSHIP OF WEST ORANGE BEST KNOWLEDGE, INFORMATION AND BELIEF. AS SUCH, IT IS NEITHER A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. TOWNSHIP TOPOGRAPHY' SCALE: 1" = 100" SHEET NO: 4) TOPOGRAPHIC INFORMATION SUPELEMENTED WITH TOPOGRAPHIC DATA ® AND CORRECT REPRESENTATION OF ACTUAL CONDITIONS AS OF DECEMBER 2021, THIS CERTIFICATION 1S HADE ONLY TO THE PARTIES LISTED BELOW A a a a . R ‘TION IS MADE ONLY TO THE PARTIES LISTED BELOW AND : 1-22-34 - 4 SHOT IN FIELD ON MARCH 6, 2022. it) 50 100' 200' tS NOT-TRANSECRAGIE TO CHER PARTIES! PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 SCALE: 1"=100" 9, THIS CERTIFICATION IS ONLY VALID FOR THIS MAP AND COPIES THEREOF IF SAID MAPS BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE | DRAWING NO. WETLAN D NOTE ‘ APPEARS HEREON. THE ORIGINAL SIGNED AND SEALED DOCUMENT IS THE DOCUMENT OF RECORD. IF DIGITAL INFORMATION IS ALSO SUPPLIED, IT IS DONE SO FOR INFORMATIONAL PURPOSES ONLY. 1) NJDEP ISSUED A GP6A PERMIT FOR THE FILLING OF TRANSITION AREAS ADJACENT TO NON-TRIBUTARY WETLANDS (ADJACENT TO JUNIOR VARSITY 10. Au SHOW ELEVATIONS (BASED. UPON NAVD-88 (GEOID 12A), ALL SHOWN DISTANCES ARE "GROUND" DISTANCES. N.J.S.P.C,S (NAD-83) HAS BEEN S Pp _ 1 @) ) @) @} BASEBALL FIELD) UNDER PERMIT No. 0722-10-0002.2, FWW 130001, ISSUED . 12/12/13.

DEMOLITION NOTES th. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. 2. DURING SITE DEMOLITION AND REPAIRS, THE FOLLOWING FEATURES SHALL REMAIN UNLESS SPECIFIED: e EXISTING TREES EXISTING LIGHT POLES EXISTING UTILITY POLES EXISTING UNDERGROUND UTILITIES EXISTING STREET SIGNS 3. ALL EXISTING U/G UTILITIES ENTERING THE SITE THAT CONFLICT WITH PROPOSED WORK SHALL BE RE-LOCATED, CAPPED OR REMOVED PRIOR TO ANY DEMOLITION. 4, ALL EXISTING MANHOLES, VALVE BOXES, UTILITY ACCESS, CATCH BASINS ETC. SHALL BE PROTECTED AND NOT DAMAGED. RESET THE TOP OF RIMS AS NOTED ON PLANS. 5, ALL CATCH BASINS AND MANHOLES SHOWN ON THIS DRAWING WITHIN THE LIMIT OF WORK SHALL BE CLEANED OUT. 6. EXISTING FIRE HYDRANTS SHALL BE PROTECTED AND MAINTAINED ACTIVE THROUGHOUT THE DEMOLITION AND CONSTRUCTION OF THE PROJECT. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL U/G OBSTRUCTIONS AND DISPOSING OF ALL EXCAVATED SOILS AND SPOILS. 8, | ALL DAMAGED PUBLIC PROPERTY, INCLUDING BUT NOT LIMITED TO, CURBING, LIGHT POLES, LANDSCAPING, ETC, TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION. 9. ANY DAMAGE TO THE PUBLIC RIGHT OF WAY MUST BE REPAIRED/INSTALLED TO EQUAL STANDARDS. 10. PEDESTRIAN ACCESS ALONG PUBLIC STREETS AND SIDEWALKS TO BE MAINTAINED. ATALL TIMES. EXISTING TREE PROTECTION & REMOVAL NOTES 1. EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED. 2. EXISTING TREES SHALL BE TRIMMED BACK AS NEEDED. CONSTRUCTION SAFETY 1. CONTRACTOR SHALL IMPLEMENT A SIDEWALK PROTECTION PLAN TO SAFEGUARD THE PEDESTRIANS. 2, | ANY SIDEWALK CLOSURES DURING CONSTRUCTION SHALL BE COORDINATED WITH THE OWNER. SOIL EROSION CONTROL NOTES 1. PROVIDE INLET PROTECTION FOR ALL EXISTING CATCH BASINS AND ALSO FOR FUTURE CATCH BASINS AFTER CONSTRUCTION, REFERENCE DETAILS ON DRAWINGS SP-105.00 THROUGH SP-105.20. SOLID AND WASTE MANAGEMENT 4. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND IMPLEMENTING A DETAILED WASTE MANAGEMENT PLAN THAT INCLUDES ALL THE POTENTIAL WASTES TO BE ENCOUNTERED AT THE SITE, THEIR ONSITE HANDLING (COLLECTION AND STORAGE), TRANSPORT, AND DISPOSAL. 2. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, AND LABOR REQUIRED TO HANDLE ALL SOLID AND LIQUID WASTE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. 3. THE CONTRACTOR SHALL DISTINGUISH SOLID WASTE AND HAZARDOUS WASTE AS. DEFINED IN

REQUIRED TO HANDLE ALL SOLID AND LIQUID WASTE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. 3. THE CONTRACTOR SHALL DISTINGUISH SOLID WASTE AND HAZARDOUS WASTE AS. DEFINED IN APPLICABLE REGULATIONS AND LAWS REFERENCED WITHIN THIS SECTION. SOLID WASTE AND HAZARDOUS WASTE SHALL BE SEGREGATED IN DESIGNATED AREAS PRIOR TO OFF-SITE DISPOSAL. 4. ALL REGULATED WASTE SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH ALL. FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. 5. IF SOLID WASTE IS TEMPORARILY STORED IN CONTAINERS PRIOR TO OFF-SITE DISPOSAL, PROVISIONS SHALL BE MADE TO COVER THE CONTAINER TO PREVENT THE GENERATION OF AIRBORNE DUST AND/OR CONTAMINATED RUNOFF. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMONSTRATING TO THE OWNER THE ULTIMATE DISPOSAL METHOD, INCLUDING THE IDENTIFICATION OF THE WASTE. TRANSPORTER AND DISPOSAL FACILITY. 7. THE OWNER SHALL BE RESPONSIBLE FOR WASTE CLASSIFICATION SAMPLING FOR OFFSITE DISPOSAL. 8. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, AND LABOR REQUIRED TO HANDLE ALL AQUEOUS WASTE IN ACCORDANCE WITH THESE SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS 9, THE PROJECT IS A “NET-CUT” PROJECT WITH THE MAJORITY OF DEMOLITION DEBRIS AND EXCAVATED MATERIAL BEING REMOVED FROM THE SITE, 10. ALL CONTAMINATED SOIL, MATERIAL, AND BUILDING DEBRIS SHALL BE PLACED IN POLYETHYLENE-LINED ROLL OFF CONTAINERS OR DUMP TRAILERS SUPPLIED BY THE CONTRACTOR AND SHIPPED OFFSITE IN BULK. 11, MISCELLANEOUS WASTES GENERATED AS A RESULT OF THE PROJECT SHALL BE STORED IN HEAVY DUTY TRASH BAGS, FIBER DRUMS, DUMPSTERS, OR OTHER SUITABLE CONTAINERS. 12, ALL SHIPMENTS SHALL BE APPROPRIATELY PLACARDED, LABELED, AND MANIFESTED BY THE CONTRACTOR AS REQUIRED BY ALL APPLICABLE REGULATIONS. 13. DEMOLISHED MATERIAL TO BE REUSED ONSITE AS BACKFILL MUST FIRST BE VERIFIED BY THE OWNER THAT THE SOURCE MATERIAL IS NOT HAZARDOUS OR, CONTAMINATED THROUGH TCLP TESTING AS DEFINED BY 40 CFR 261.24 USING ANALYTICAL METHODS DEFINED BY EPA SW-846. 14. THE CONTRACTOR'S METHODS AND PROCEDURES TO REMOVE, HANDLE, AND DISPOSE OF THE LEAD PAINT CHIPS SHALL BE INCLUDED IN THE LEAD BASED/CONTAINING PAINT HANDLING PLAN TO BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY RELATED WORK. THE PLANS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF FEDERAL, STATE AND LOCAL HAZARDOUS WASTE REGULATIONS. THE

AN TO BE SUBMITTED TO AND APPROVED BY THE OWNER PRIOR TO THE START OF ANY RELATED WORK. THE PLANS SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF FEDERAL, STATE AND LOCAL HAZARDOUS WASTE REGULATIONS. THE CONTRACTOR SHALL AUGMENT THESE REQUIREMENTS WITH ANY ADDITIONAL MEASURES TYPICALLY REQUIRED BY APPLICABLE REGULATIONS TO ENSURE A FULLY COMPLIANT PROTECT PLAN. 15. CONTRACTOR SHALL HAVE A COMPETENT PERSON WHO IS TRAINED IN THE RECOGNITION AND CONTROL OF LEAD HAZARDS IN ACCORDANCE WITH CURRENT FEDERAL, STATE, AND LOCAL REGULATIONS. THE COMPETENT PERSON DOES NOT HAVE TO BE A CERTIFIED INDUSTRIAL HYGIENIST (ClH). 16. THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL BY THE OWNER AN ASBESTOS ABATEMENT PLAN PRIOR TO THE START OF WORK. NO ASBESTOS RELATED WORK SHALL BEGIN WITHOUT OWNER APPROVAL OF THE PLAN. THE WASTE ASSESSMENT REPORT (REFERENCE APPENDIX 5) OUTLINES THE AREAS IDENTIFIED AS HAVING ACM. 17. THE CONTRACTOR IS RESPONSIBLE FOR RETAINING A QUALIFIED ASBESTOS ABATEMENT CONTRACTOR WHO IS LICENSED BY THE NEW JERSEY DEPARTMENT OF COMMUNITY OF AFFAIRS TO PERFORM ASBESTOS ABATEMENT WORK. THE CONTRACTOR SHALL AUGMENT THESE REQUIREMENTS WITH ANY ADDITIONAL MEASURES TYPICALLY REQUIRED BY APPLICABLE REGULATIONS TO ENSURE A FULLY COMPLIANT PROTECT PLAN. LEGEND LIMIT OF DISTURBANCE UNHQ You’| oO EEE TING UTILITT_ TC BE REMOVED EXISTING PINE TREE TO BE REMOVED EXISTING TWIN / TRIPLE TREES LIMIT OF \ DISTURBANCE, Typ. DISTURBANCE LIMITS TO BE; RESTORED TO EXISTING CONDITIONS \, ‘AS REQUIRED, TYP. |i \ \ N, \ EXISTING ASPHALT WITHIN \ DISTURBANCE AREA TO BE REMOVED, TYP. \ | | —| \ yi i i I EXISTING WATER LINE TO BE q . i I IL ir i i 1 i REMOVED (SEE SHEET SP-103.10 FOR Ny PROPOSED REROUTED WATER LINE) ae EXISTING TREES DESIGNATED FOR REMOVAL SHALL BE REPLACED IN-KIND IN COORDINATION WITH THE OWNER. / | i D | i | EXISTING SANITARY SEWER PIPING AND ASSOCIATED APPURTENANCES TO { BE REMOVED (SEE SHEET SP-103.10 |) FOR PROPOSED REROUTED SANITARY / SEWER LATERAL) \ * : i EXISTING GAS LINE TO BE YN’. REMOVED (SEE SHEET SP-i03.10 \ \ FOR PROPOSED REROUTED LINE) oil \ % — Wa EXISTING DUMPSTER, ‘ CONCRETE PAD, AND \ SS \ WA FENCE ENCLOSURE TO oe BE REMOVED, TYP. @ | SCHEDULE OF REVISIONS DRAWN] CHK. DATE | DESCRIPTION OF CHANGES alee 01/31/2023 REVISED PER CME COMMENT LETTER DATED 1/20/23 Ens 10s OWNER SETON HALL PREPARATORY

SURE TO oe BE REMOVED, TYP. @ | SCHEDULE OF REVISIONS DRAWN] CHK. DATE | DESCRIPTION OF CHANGES alee 01/31/2023 REVISED PER CME COMMENT LETTER DATED 1/20/23 Ens 10s 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 IS TING BASEBALL E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 2PM FAX: (973) 299-5059 cS www.E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. ALL ‘coNsTRUCTIO} N NUST 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 70 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. N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 FIELD I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION EXISTING ELECTRI LINE TO BE RELOCATED. F \ EXISTING STORM DRAIN LINE BETWEEN CONFLICTING WITH 3 WINGWALL INV. =594.85 EXISTING STORAGE BUILDING TO REMAIN AND BE RENOVATED AS PROPOSED BUILDING 6 PART OF NEW ADDITION (SEE ADDITION TO BE REMOVED yew y. ARCHITECTURAL PLANS FOR aa ADDITIONAL INFORMATION) v TOP WALL=598.12 0.0.8. #01 WEIR= 598.89 20 /7” ABIE ) \MANHOLE AND INLET TO BE REMOVED. EXISTING MANHOLE AND INLET TO. REMAIN. SEE SHEET SP-103.10 FOR PROPOSED REROUTED DRAINAGE. NJ REGISTERED PROFI NJ PROFESSIONAL LAND SURVEYO CHARLES |. STEW RT, P.E., BLS. SIONAL ENGI ENSE NO, 24GB035884 CONFLICTING WITH PROPOSED BUILDING ADDITION TO BE REMOVED —___— 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 EXISTING SHEDS TO BE REMOVED :CONSTRU: ROOFLEADER CONNECTION TO EXISTING MANHOLE DRAWING TITLE EXISTING CONDITIONS AND DEMOLITION PLAN CHECKED BY: cis DRAWN BY: ENS 1" = 20' SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-102.10

SCHEDULE OF REVISIONS DRAWN] CHK. REV. DATE DESCRIPTION OF CHANGES BY BY REVISED PER CME COMMENT LETTER A, [paistyanes DATED 1/20/23 ENS | CJS 20.00° WIDE_ SANITARY SEWER EASEMENT 15) WIDE SAN. EASEMENT __ Lor 7.07 1 we one EARUENT SURFACE DETENTION BASIN 20. MoE else ieee Wer GE rie bs SG sunt LINE Ch.Bearing=N00°37'05"E > Ch.Dist.= 152.27" . 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 uth os Qo. "7 Eline ‘ 3, ©, oheLUNs | Ly ONS. LLLLLLA LALA feos PO 8518 6 veal Lor 13.10 / \ PROPERTY LINE erring [NOT BE USED 1N ANY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST. RELOCATE MAINTENANCE DEPT. TO a . a a +, 8 # Boi 3'\ - waite FL b brat Vel Vl “Si \ “ 1 a \ E 2 PROJECT MANAGEMENT LLC 2) 9' X 18' PARKING = age A sy J 87 HIBERNIA AVENUE —— Z LE TIEELEP \e ‘\ - ROCKAWAY, N.J. 07866 OP B/ iy) \ “\ \e aN PHONE: (973) 299-5200 fl. YY oa VV N ant FAX: (973) 299-5059 leds Veal i qa a www.E2PM.com ~ cer tg my OF 13.05 he Lee 2 © Stina Ace ivan L NA “ (ge ee 11s bos pos or mE Nees cons Fon DONGRICTON EAST ss “ CONSTRUCTION MUST BE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH —_— S ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT, THIS DRAWING AND THE ae DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TD E2 PRODECT MARAGEMENT a“ ry Ey LLC AND SHALL NOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL \ TET TTY EXISTING FITNESS BUILDING. N.J. ENGINEERING CERTIFICATE OF aLock j (ait, age ise | \ FITNESS EQUIPMENT TO BE i tif { | Ne AUTHORIZATION No. 24GA28118200 RELOCATED TO PROPOSED HEALTH oWuNe 4 r | Hr a [ 1 CERTIFY THAT THESE PLANS HAVE BEEN AND FITNESS CENTER \ tye . PREPARED UNDER MY SUPERVISION i | an \ Co jad ms oS erty/Lin pectin oe ee oe ee === L See S==S=SS=S=5 , ___ —— i a _———— =S2eES=S ms > eer Tn a a ca Oy aes 7 yeaa Se eS LoT 13.03 a Lf NA. single / / Loy/ PRACTICE 50_£T REAR, YARD ened ~ IL EDL ie — = Tigh raw tik Fence ae aac ee DELINYATED WETLANDS . "tes SS SS ae we : cs Perse SET Tiaer S3N3B OO W 52.25 : a A ti BP Cp : RIDGE ROAD — sersviy aca a Bi ay oer” a SS Sieh TR oe So oe Seeseso Ea as ~ CHARLES J. STEWART, P.E., P.L.S, BOT TA aacccocccossostng, UNIMPRO ERE — aS NJ REGISTERED

S3N3B OO W 52.25 : a A ti BP Cp : RIDGE ROAD — sersviy aca a Bi ay oer” a SS Sieh TR oe So oe Seeseso Ea as ~ CHARLES J. STEWART, P.E., P.L.S, BOT TA aacccocccossostng, UNIMPRO ERE — aS NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND Lor 03 F PROPOSED AREA OF IMPROVEMENTS NJ PROFESSIONAL LAND SURVI LICENSE NO. 24GB035884 PROJECT NAME (SEE SHEET SP-103.10 FOR ADDITIONAL INFORMATION) Py aes bee ay Y [aie] pag ¥ iting Jot qo ES ; Bila (Oss \ 4 cca Lot 1.02 PROPERTY LINE ~~” SETON HALL PREPARATORY SCHOOL ‘40 FT FRONT YARD SETBACK —— ham a er HEALTH AND FITNESS CENTER a Ne te —' Feo KELLY ATHLETIC CENTER Steisioo'w Viseoa” — s3sn00w 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE cio, \ dnt, a iy ESSEX COUNTY, NEW JERSEY ‘e ome’ , | TAX BLOCK 82.01, LOT 1 x i , u ex. ONELUIN pln \ \ -%, & "30'00"E ALLL LLL big S47 ‘ \ ~s “1 yT aria yy torts G tl io owe rarer Vues ppp _ “So _ DRAWING TITLE ap ree OVERALL SITE PLAN ator gt .. pyetLne nar (aa ame \ TOTAL LIMIT OF DISTURBANCE: 17,334 SF / 0.40 ACRES Chemring s7u04 04H ~ a ae GUECKED By GS SHAWN BY! ENS a —_—— 7 . eee SCALE: 1" = 100" SHEET NO: THIS PROJECT IS EXEMPT FROM SOIL COMPACTION oe PROJECT #: p-22-34-01 FIRST ISSUE: 10/13/2022 TESTING SINCE IT IS LOCATED IN THE DRAWING NO, METROPOLITAN PLANNING AREA (PA-1) ZONE. —S— SP-103.00

HUDSON ESSEX PASSAIC SOIL CONSERVATION DISTRICT NOTES 1. 2. 3. 4. 5. 6. 7 8. 9. 10. 11. 12. 13. 14, 15. ALL SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN WILL BE CONSTRUCTED IN ACCORDANCE WITH THE “NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL” 7TH/ EDITION LAST REVISED JULY 2017, EFFECTIVE DECEMBER 2017. THESE MEASURES WILL BE INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE OR IN THEIR PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT PROTECTION IS ESTABLISHED. SOIL TO BE EXPOSED OR STOCKPILED FOR A PERIOD OF GREATER THAN 14 DAYS, AND NOT UNDER ACTIVE CONSTRUCTION, MAY BE REQUIRED TO BE TEMPORARILY MULCHED, AND SEEDED OR OTHERWISE PROVIDED WITH VEGETATIVE COVER AS PER APPENDIX A3. THIS TEMPORARY COVER SHALL BE MAINTAINED UNTIL SUCH TIME WHEREBY PERMANENT RESTABILIZATION IS ESTABLISHED. SEEDING DATES: THE FOLLOWING SEEDING DATES ARE RECOMMENDED TO BEST ESTABLISH PERMANENT VEGETATIVE COVER WITHIN MOST LOCATIONS IN THE HEPSCD: SPRING - 3/1-5/15 AND FALL - 8/15 - 10/1 SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE COVER IS ESTABLISHED ALL STORM DRAINAGE INLETS SHALL BE PROTECTED BY ONE OF THE PRACTICES ACCEPTED IN THE STANDARDS, AND PROTECTION SHALL REMAIN UNTIL PERMANENT STABILIZATION HAS BEEN ESTABLISHED. STORM DRAINAGE OUTLET POINTS SHALL BE PROTECTED AS REQUIRED BEFORE THEY BECOME FUNCTIONAL. MULCH MATERIALS SHALL BE UN-ROTTED SMALL GRAIN STRAW APPLIED AT THE RATE OF 70 TO 90 POUNDS PER 1,000 SQUARE FEET AND ANCHORED WITH A MULCH ANCHORING TOOL, LIQUID MULCH BINDERS, OR NETTING TIE DOWN. OTHER SUITABLE MATERIALS MAY BE USED IF APPROVED BY THE SOIL CONSERVATION DISTRICT. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED BY THE CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. THE HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT WILL BE NOTIFIED IN WRITING AT LEAST 48 HOURS PRIOR TO ANY SOIL DISTURBING ACTIVITIES. FAX - (862) 333-4507 OR EMAIL - INFORMATION@HEPSCD.ORG THE APPLICANT MUST OBTAIN A DISTRICT ISSUED REPORT-OF-COMPLIANCE PRIOR TO APPLYING FOR THE CERTIFICATE OF OCCUPANCY OR TEMPORARY CERTIFICATE OF OCCUPANCY FROM THE RESPECTIVE MUNICIPALITY, NJ - DCA OR ANY OTHER CONTROLLING AGENCY. CONTACT THE DISTRICT AT 862-333-4505 TO REQUEST A FINAL INSPECTION, GIVING ADVANCED NOTICE UPON COMPLETION OF THE RESTABILIZATION