Updated Civil Plans 13123

SCHEDULE OF REVISIONS BLOCK eae REV.| DATE | DESCRIPTION OF CHANGES BRAWN CHK J BY BY , REVISED PER CME COMMENT LI R WDE SANITARY Pe expo \ i [patlenas DATED 1720/23 | NS | OS SEWER EASEMENT \ ee \ ae = = vor 709 | aber. \ Cte Ti a BLOCK 82.01 \ Nee | Lae LOT 1 “Ta —_ s (| OWNER SS “\s SETON HALL PREPARATORY SCHOOL | 41 toh LB ee property unit 700 PROSPECT AVENUE ai rele Uf wesen ae if rr TOWNSHIP OF WEST ORANGE, NJ 07052 “lab date bed oP te! i a y “PRA CTH CE + ees s a Lor 1307 rel peeriate ; ys Sarees yA! aaononeee Le SETON HALL PREPARATORY SCHOOL Lorn PENN aa ie eee ‘ 700 PROSPECT AVENUE rod % cere aed geet TOWNSHIP OF WEST ORANGE, NJ 07052 Pt boc bt se fees “Sa peace) : — Lor 1808 Oe piel % Bnei : Bi 3 js ee hi he — ati enn oe E 2 PROJECT MANAGEMENT LLC / 2 ‘ SS = SSS UNE : ‘ \ \ ae a eae i e SS A alelab | y ee \ . rh Pa 87 HIBERNIA AVENUE jE wh i a N I! che N ‘ Al Be /% San aan E2PM it % S | fer ae a jana) FAX: (973) 299-5059 cz ore 4 a HH Benen a " a4 reir (mk ie Ss SRE RE aren ae aA : Ae 4 yl == aL oe ee a "9 . ie 7 f | fx % LLC AND SHALL HOT BE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL | > Re LESS 5 Pa ahr at deren nese SS ie mL NL? fin, 1 E — ot a oe zack aie —— ; =SS==== Set f / N.J. ENGINEERING CERTIFICATE OF S=28=S= \ lit, / AUTHORIZATION No. 24GA28118200 - ; c Nace —— Lor 13.0 eft Ey ee Act nooo ee asUaa ceca \ 7 1 CERTIFY THAT THESE PLANS HAVE BEEN 50_FT REAR, YARD SETBACK MME AAAS: PREPARED UNDER MY SUPERVISION / ——— SF Ha than Fete a 224.64 $39°38'00"W $52.25 OF =e q — ) (=) 3, } END. hd LOT 13.04 i RIRGE ROAD secon al ae saat i} | (SEE SHEET SP-102.10 FOR z ADDITIONAL INFORMATION) oo eS ' ' | =e LoT 1.02 eta | a a ze pe CHARLES J, ,STEWART, P.E., P)L.S. fi) yp NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND p® a NJ PROFESSIONAL LAND SURVEY! NSE NO, 24GB035884 oh pp TOTTI TEE exismie 777, APARTMENT SETBACK — 2 Leia pLberrs 1 WE 4oPe a 40 FT FRONT YARD SET" — \ LLbLe Hp Ca =~ Se \ = ae — _us $44'15'00"W 146.04" “ALS 25 FT SIDE YARD SETBACK Us ph PROJECT NAME ; ‘yam ee a BLOCK 80.02 (tor 1s ger 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 SURVEY NOTES 1. TAX BLOCK 82,01 LOT 1 LOT AREA: 1,938,496 SF. or 44.50 Ac. am 2, SUBJECT TO SUCH STATE OF FACTS AS A FULL AND ACCURATE

OF WEST ORANGE ESSEX COUNTY, NEW JERSEY TAX BLOCK 82.01, LOT 1 SURVEY NOTES 1. TAX BLOCK 82,01 LOT 1 LOT AREA: 1,938,496 SF. or 44.50 Ac. am 2, SUBJECT TO SUCH STATE OF FACTS AS A FULL AND ACCURATE TITLE SEARCH MIGHT DISCLOSE, ; 16 i are ‘i (ere ws 3. UTILITY LOCATIONS BASED ON SURFACE OBSERVATIONS; SUB-SURFACE CONDITIONS AND LOCATIONS ARE NOT CERTIFIED, ACTUAL CONFIGURATIONS M AP RE FE RE N CE S { Sa i 4 MUST BE FIELD-VERIFIED VIA TEST PITS AND UTILITY COMPANY MARK-OUTS. PRIOR TO CONSTRUCTION CALL N.J. UNDERGROUND 1-800-272-1000, " "1 ea Wy 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 —~ er 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. Chistes ae sagt 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 Seen " ae CONTAMINATION 1S 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 Cra ee ES z 20' WIDE SANITARY SEWER EASEMENT AND PROPOSED BUFFER AREA BLOCK ~>+----- ae 5. A WRITTEN WAIVER AND DIRECTION NOT-TO Ser: CORNER MARKERS BEEN HAS BEEN OBTAINED FROM THE ULTIMATE USER PURSUANT TO P.L, 2003, C.14 OVERALL EXISTING CONDITIONS 82.01, LOTS 1, 7, 7.01, 7.02 & 7.05; BLOCK 82.02 LOTS 1 & 7; BLOCK 81.01 LOTS SNCS eH) BENG Ae 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, DRIVE, TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ" PREPARED BY G.C. ROTO THE ES LOCRTION AND-SUCTABTE OE UTLEES SHAY OE EEE OF THIS SURVEY IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS STEWART ASSOCIATES, INC. DATED 12/20/12. 3) TOPOGRAPHIC INFORMATION TAKEN FROM "TOWNSHIP OF WEST ORANGE 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: CJS DRAWN BY: ENS - BEST KNOWLEDGE, INFORMATION AND BELIEF. AS

ORD CERTIFY, AS USED HEREIN, IS UNDERSTOOD TO BE AN EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, WHICH IS BASED ON HIS CHECKED BY: CJS DRAWN BY: ENS - 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) TOPDGRACHIC, INFORMATION SUPFLEMENTED WITH TOROGRARHI DATA * AND CORRECT REPRESENTATION OF ACTUAL CONDITIONS AS OF DECEMBER 2021, THIS CERTIFICATION IS MADE ONLY TO THE PARTIES LISTED BELOW AND SHOT IN FIELD ON MARCH 6, 2022. 0 50° 100' 200' Fe NOT TRANSFERAGIICTO CTHER PARTIES: i 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 e m " . ADJACENT TO NON-TRIBUTARY WETLANDS (ADJACENT TO JUNIOR VARSITY 10, ALL SHOWN ELEVATIONS BASED UPON NAVD-88 (GEOID 12A), ALL SHOWN DISTANCES ARE "GROUND" DISTANCES. N.1.5.P.C.S (NAD-B3) HAS BEEN P = 1 ) BASEBALL FIELD) UNDER PERMIT No. 0722-10-0002.2, FWW 130001, ISSUED . 12/12/13.

SCHEDULE OF REVISIONS DEMOLITION NOTES Pee eel REV.| DATE DESCRIPTION OF CHANGES ]ORAWN) CHK, 1. ALL DEMOLITION ACTIVITIES ARE TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. BY_| BY REVISED PER CME COMMENT LETTER 1. 01/31/2023 DATED 1/20/23 ENS | CS Nn 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 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 1. EXISTING TREES THAT ARE TO REMAIN SHALL BE PROTECTED. Zz 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 1. 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,

.20, SOLID AND WASTE MANAGEMENT 1. 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. E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 2P FAX: (973) 299-5059 BEM 2. THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, MATERIAL, AND LABOR i \ REQUIRED TO HANDLE ALL SOLID AND LIQUID WASTE IN ACCORDANCE WITH ALL se ONS - LE eas FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. wh An ae lo ca 3, THE CONTRACTOR SHALL DISTINGUISH SOLID WASTE AND HAZARDOUS WASTE AS \ \ Ss e X | — Tl / V ( y) ONeTRUCTION MUST Be BONEN COPPLIGNSE WITH THE OCCUPATIONAL SACEN AND REALTY DEFINED IN APPLICABLE REGULATIONS AND LAWS REFERENCED WITHIN THIS \ ie ‘ACT OF 1970 AND ALL RULES AND REGULATIONS THERETO APPURTENANT, THIS DRAWING AND THE SECTION. SOLID WASTE AND HAZARDOUS WASTE SHALL BE SEGREGATED IN as STRANGE, a ‘ UE vss wor Rinne ee ons peur mar Naa ERIGNATED AREAS PRIOR TO OFFSITE DISHOBAL, \ a PISTURBANCE, A a i=) ar BE USED Iv AVY WANNER OETRIMENTAL TO TS INTEREST AND SHALE NETURNED UPON REQUEST. : . ‘ \ . ) ) ) A 4, ALL REGULATED WASTE SHALL BE DISPOSED OFF SITE IN ACCORDANCE WITH ALL iad ‘ LED, N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS. 5. IF SOLID WASTE IS TEMPORARILY STORED IN CONTAINERS PRIOR TO OFF-SITE \ EXISTING ASPHALT WITHIN \ DISTURBANCE AREA TO BE " REMOVED, TYP. 4 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 EXISTING TREES DESIGNATED FOR REMOVAL SHALL BE REPLACED IN-KIND IN PIB I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION THE ULTIMATE DISPOSAL METHOD, INCLUDING THE IDENTIFICATION OF THE WASTE. COBRBINSTION WITH THE OWNER, 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

L, 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. here EXISTING WATER LINE TO BE REMOVED (SEE SHEET SP-103.10 FOR PROPOSED REROUTED WATER LINE) LINE TO BE RELOCATED. S \ \ EXISTING STORM DRAIN LINE BETWEEN MANHOLE AND INLET TO BE REMOVED. © EXISTING MANHOLE AND INLET TO er, s REMAIN. SEE SHEET SP-103.10 FOR whey PROPOSED REROUTED DRAINAGE. : | a ar . I Co | a) II J I ! ly I or EXISTING SANITARY SEWER PIPING _// AND ASSOCIATED APPURTENANCES TO { " BE REMOVED (SEE SHEET SP-103.10// Sx. | FOR PROPOSED REROUTED SANITARY | SEWER LATERAL) mn , if 12, ALL SHIPMENTS SHALL BE APPROPRIATELY PLACARDED, LABELED, AND EXISTING GAS LINE TO BE cunnLesl, STEW RT, P-E., B.LS. NJ REGISTERED PROF NJ PROFESSIONAL LAND SURVEYO ENSE NO. 24GB035884 MANIFESTED BY THE CONTRACTOR AS REQUIRED BY ALL APPLICABLE " \ REMOVED (SEE SHEET SP-103.10 REGULATIONS. \ Sy FOR PROPOSED REROUTED LINE) PROJECT NAME ray, 13. DEMOLISHED MATERIAL TO BE REUSED ONSITE AS BACKFILL MUST FIRST BE eo INK gory { VERIFIED BY THE OWNER THAT THE SOURCE MATERIAL IS NOT HAZARDOUS OR XN BO. / J, EXISTING DupsTER, _ / CONFLICTING WITH SETON HALL PREPARATORY SCHOOL CONTAMINATED THROUGH TCLP TESTING AS DEFINED BY 40 CFR 261.24 USING 2 \ 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 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

ATIONS. 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 (CIH). 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 “CONCRETE PAD, AND > FENCE ENCLOSURE TO / BE REMOVED, TYP. RODEN TUBER HOVER oe aa eis 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 STORAGE BUILDING TO CONFLICTING WITH REMAIN AND BE RENOVATED AS. PROPOSED BUILDING ® PART OF NEW ADDITION (SEE ADDITION TO BE REMOVED pp ney. ARCHITECTURAL PLANS FOR i a ADDITIONAL INFORMATION) 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 DRAWING TITLE BE REMOVED EXISTING CONDITIONS AND MEASURES TYPICALLY REQUIRED BY APPLICABLE REGULATIONS TO ENSURE A . ONSTRUCT EXISTING FULLY COMPLIANT PROTECT PLAN, Pad WINGWALL ROOTLEADER COWNECTION DEMOLITION PLAN LEGEND Z TOP WALL=598.12 INV. =594.85 CHECKED BY: CIS. DRAWN BY: ENS an eo rr, | | cc ieee ea a ee SCALE: 1" = 20' SHEET NO: MMMNWWWwwww~Y”’W ee aes cau Ty TO WSSewehte PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 Se ° 10" 20" 40" DRAWING NO. EXISTING PINE TREE ee no a ~~ SCALE: 1"=20' TO BE REMOVED aap Trae SP-102.10 TOP WEIR= 598.89 D thy = 6O5 29 7/7" Apir \) Y A\ rent EXISTING TWIN / TRIPLE TREES

SCHEDULE OF REVISIONS REV.| DATE | DESCRIPTION OF CHANGES bah ka bg REVISED PER CME COMMENT LETTER 1. Jo1/31/2023 DATED 1/20/23 ens | cis KAN MON 20,00: O.4W ON WIDE SANITARY PL EXTENDED SEWER EASEMENT ™\ ___- el Bs ce — / fiat olel he @ mitrm_ \e\ EX a L\ts ‘y in be Mus : EXISTING / CHURCH \ ra \ \ “a Lor 71 Ay \ V4 iy 7 Te j \ { ahh pit _ sure UNE » ‘\ Z ‘ph ene ‘ Se. 2x Dieu OWNER ey, Oe nnn Ton gH 3 ( f choy ot ots (Ee \ = a ge N if \ [% \ SETON HALL PREPARATORY SCHOOL ‘ A ap uc Cont eae /\ MV ca ct Nl Bet hs the . =4 eng \ 700 PROSPECT AVENUE inca ZOD N Sy a a Sea Oy Ver) nee a ae i @ Ne N TOWNSHIP OF WEST ORANGE, NJ 07052 7X ONS, ey or. ol . - Se. ee «, ¢ at vo \ <>~_| APPLICANT oo SS pot st "Ss a “S| SETON HALL PREPARATORY SCHOOL ~|700 PROSPECT AVENUE / (| TOWNSHIP OF WEST ORANGE, NJ 07052 aT Tale Lor 1507 } i , = < a an nae (a a A PavED, pill Lor 24 SPACES [aE < fe: pavenent eaten Ea Ta ate tet tal add iN AS LEY ge “a AY ON SP-103.10) —— A ae OSES) ee ) fea 1odoo’ Offset ‘oy trom Pan the ‘ah a. E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE age eer) //// WB A C8 cemeaces Baty 4 ih FAX: (973) 299-5059 Vea tt rT } www.E2PM.com \ ex, ONE + 25 iS iio VA VE ‘\ versa ee ses oa one no ncn cet conraers CRRTROTTON SA, RELOCATE MAINTENANCE DEPT. TO BE oe ee ee ee the hd y gs oe TE On ore TIN MOT A o INS i ‘ al E |] SY aly ; \ ox Bee Eons el : SAA aE ir tne N.J. ENGINEERING CERTIFICATE OF RELOCATED TO PROPOSED HEALTH {i Nake ee ee 2 ee a ce elle saa | wily K “sr Lik art 1 CERTIFY THAT THESE PLANS HAVE BEEN AND FITNESS CENTER ‘ AS kK ie ir \ z—— PREPARED UNDER MY SUPERVISION | \ : Sapo en > Atm st ee ce f } SS =o oe Re id a . =S5EnE=== I} tha! Be ae SA Ste TAahla PaRAEES fas pce acto ete tea ee Tener 50 rssuy ee SETBACK Bad LE REE —— am PRACTICE ; y, —t Tipowiate CR 3 PEL DB a a Eb pe Te TES 7 ie re WORD pt 4 ISEE WETLANDS NOTES mn eee Trot S738 00 W 52.25 + \ wa CH <Q ' 7 RIDGE ROAD S80; al aes lor 13.04 ' : RP ae eg, aa 4 CHARLEB 2 STEWART, PJE., PALS, Poa E ie dl boc] Ry 7 s! Meayaoe ESTEE NJ REGISTERED PROFESSIONAL ENGINEER LICENSE AND | Ipc | seca Le pring) Lor 103 om Tas SED NJ PROFESSIONAL LAND SURVEYOR LICENSE NO. 24GB035884 | [eecceed Ah gs : oD a i Foe at oe oe 1.64 (SEE SHEET SP-103.10 FOR PROJECT NAME ADDITIONAL INFORMATION) ete H ' ! 25_FT SIDE YARD SETBACK i seiodw “Vigo — pss = PROPERTY LINE ne |

24GB035884 | [eecceed Ah gs : oD a i Foe at oe oe 1.64 (SEE SHEET SP-103.10 FOR PROJECT NAME ADDITIONAL INFORMATION) ete H ' ! 25_FT SIDE YARD SETBACK i seiodw “Vigo — pss = PROPERTY LINE ne | erreur EB ge A SETON HALL PREPARATORY SCHOOL leet dcsey, li ‘| AEN EO HEALTH AND FITNESS CENTER ft j Be open __#- ig ee KELLY ATHLETIC CENTER a Ay titi 700 PROSPECT AVENUE oS 3 oon TOWNSHIP OF WEST ORANGE pe \ tr mh ( rane} \ uf ESSEX COUNTY, NEW JERSEY fe vane ey lt TAX BLOCK 82.01, LOT 1 LLL he ane ene’ EX Tilt ppl \ \ : DRAWING TITLE x, oven or Larne: \ \ Th OVERALL SITE PLAN "Bech i 1 TOTAL LIMIT OF DISTURBANCE: 17,334 SF / 0.40 ACRES Chena s70¢04"Y me. ae \ cee 3 CHECKED BY: CIS DRAWN BY: ENS eee oe SCALE: 1" = 100! SHEET NO: acai PROJECT #: p-22-34-01 FIRST ISSUE: 10/13/2022 THIS PROJECT IS EXEMPT FROM SOIL COMPACTION TESTING SINCE IT IS LOCATED IN THE DRAWING NO. METROPOLITAN PLANNING AREA (PA-1) ZONE. 0 50' 100' 200' | SCALE: 1"=100' = a

HUDSON ESSEX PASSAIC SOIL CONSERVATION DISTRICT NOTES 1. 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. 2. 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, 3. 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 4, SEDIMENT FENCES ARE TO BE PROPERLY TRENCHED AND MAINTAINED UNTIL PERMANENT VEGETATIVE ESTABLISHED COVER IS 5. 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. 6. 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. 7. ALL EROSION CONTROL DEVICES SHALL BE PERIODICALLY INSPECTED, MAINTAINED AND CORRECTED CONTRACTOR. ANY DAMAGE INCURRED BY EROSION SHALL BE RECTIFIED IMMEDIATELY. BY THE 8. 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 9. 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 MEASURES. A PERFORMANCE