Updated Civil Plans 13123

SETON HALL PR HPARATORY SCHOOL H HALTH AN FITNESS CENTER SCHEDULE OF REVISIONS REV. DATE DESCRIPTION OF CHANGES PRAWI CHI By_| BY PRELIMINARY AN ) FINAL SITE PPROVAL ZONING ANALYSIS TABLE ZONE: R-1, SINGLE FAMILY RESIDENTIAL DISTRICT PROPOSED USE: PRIVATE HIGH SCHOOL REFERENCE: TOWNSHIP OF WEST ORANGE MUNICIPAL CODE, LATEST EDITION PER MUNICIPAL CODE EXISTING PROPOSED PERMITTED USES ONE FAMILY, DETACHED DWELLING; WATER RESERVOIR, WELL TOWER, FILTER BED; FEDERAL, STATE, COUNTY OR TOWNSHIP BUILDING; GOLF COURSE AND GOLF CLUB HOUSE; FARM, NURSERY, GREENHOUSE AND SIMILAR USES; HOSPITAL. PRIVATE SCHOOL PRIVATE SCHOOL PERMITTED CONDITIONAL USES COMMERCIAL RECREATION; PUBLIC SCHOOL; PRIVATE SCHOOL; LIBRARY; MUSEUM; PARK OR PLAYGROUND; PUBLIC UTILITY BUILDING OR STRUCTURE; TELEPHONE EXCHANGE; PRIVATE CLUB, OTHER THAN A GOLF CLUB; HOUSE OF WORSHIP PRIVATE SCHOOL PRIVATE SCHOOL MINIMUM LOT AREA 80,000 SQUARE FEET 44.50 ACRES (1,938,496 SF) 44.50 ACRES (1,938,496 SF) MINIMUM LOT WIDTH 700 PROSPECT AVENUE ZONE: R-1 SINGLE FAMILY RESIDENTIAL DISTRICT BLOCK: 82.01 LOT 1 TOWNSHIP OF WEST ORANGE seed COUNTY, PHS ee REFERENCE: 250° 50 2021 MICROSOFT IMAGERY ee say SITE LOCATION MAP 1" = 500° SCALE: 1"=500' PARKING CALCULATION 150 FT 1,160.9 FT 1,160.9 FT MINIMUM LOT DEPTH NO REQUIREMENT N/A N/A MAXIMUM LOT COVERAGE sea jeu awe, SETBACKS MIN, FRONT FULL SITE 194.9 FT (EXISTING FULL SITE FIELD HOUSE TO 194.9 FT (EXISTING FIELD TSReCT AES Pee HOUSE TO PROSPECT AVE) EX, STORAGE BUILDING SR oa 391.9 FT (MOUNTAIN DRIVE) | 301 grr (MOUNTAIN DRIVE) MIN. SIDE FULL SITE 118.5 FT (EXISTING FIELD HOUSE TO FULL SITE SOUTHERN LINE) 118.5 FT (EXISTING FIELD | 567) Fr cexiorInG HOUSE TO SOUTHERN LINE) ore ee oe 767.3 FT (EXISTING FIELD RORH aNeS 25 FT/25 FT HOUSE TO NORTH LINE) EX, STORAGE BUILDING NeW EINES 978.1 FT (TO SOUTHERN LINE) Coie 819.6 FT (TO NORTH LINE) SOUTHECAN IAA 808.3 FT (TO NORTH LINE) MIN. REAR FULL SITE FULL SITE 138.1 FT (NEW 138.1 FT (EXISTING STORAGE | -rrwecs BUILDING) Bate BUILDING) EX, STORAGE BUILDING New Fess cl “138.1 FT CONDITIONAL USE SETBACK FULL SITE* FULL SITE* ene 125 FT 118.5 FT (EXISTING FIELD | 148.5 FT (EXISTING HOUSE TO SOUTHERN LINE) FIELD HOUSE TO SOUTHERN LINE) BUILDING REQUIREMENTS MAXIMUM BUILDING HEIGHT (STORIES/FT) 2-1/2 STORY/35 FT < 2-1/2 STORY/35 FT < 2-1/2 STORY/35 FT EXISTING PARKING

TING HOUSE TO SOUTHERN LINE) FIELD HOUSE TO SOUTHERN LINE) BUILDING REQUIREMENTS MAXIMUM BUILDING HEIGHT (STORIES/FT) 2-1/2 STORY/35 FT < 2-1/2 STORY/35 FT < 2-1/2 STORY/35 FT EXISTING PARKING REQUIRED AS PER THE SET OF PLANS ENTITLED "AMENDED SITE PLAN PROPOSED ATHLETIC FACILITY, SETON HALL PREPARATORY SCHOOL LOTS 1.01, 1.04, 1.05 & 1.06 BLOCK 81.01; LOTS 1, 7, 7.01, 7.02 & 7.05 BLOCK 82.01; TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ" LOTS 1 & 6 BLOCK 82.02, PREPARED BY GC STEWART ASSOCIATES, INC., LAST REVISED 7/31/14 AND APPROVED BY THE TOWNSHIP OF WEST ORANGE ZONING BOARD ON AUGUST 26, 2014 THI ERE ARE 663 TOTAL PARKING STALLS REQUIRED AND 677 PARKING STALLS PROVIDED. AS SUCH THERE IS A SURPLUS OF 14 PARKING STALLS ON SITE. TOWNSHIP OF WEST ORANGE PARKING REQUIREMENT 1.1. AS PER 25-12.2(b) COMMERCIAL RECREATION, FITNESS CENTER/HEALTH CLUB REQUIRES 1 PARKING STALL PER 150 SQUARE FEET OF GROSS FLOOR, AREA PLUS 5 PER EACH OUTDOOR COURT OR FIELD. 11.1. FLOOR AREA OF NEW BUILDING ADDITION PLUS EXISTING BUILDING FOOTPRINT: 6,144 SF Zs 3. TOTAL GROSS FLOOR AREA = 9,015 SF 4. REQUIRES 60 STALLS 5. SECOND FLOOR AREA OF NEW BUILDING: 2,871 SF EXISTING 6,630 GROSS SQUARE FOOT KELLY ATHLETIC CENTER TO BE CONVERTED TO STORAGE AS SUCH SITE NEEDS 44 LESS PARKING STALLS ON SITE SINCE NO PARKING IS REQUIRED FOR A STORAGE BUILDING 1.1.6. | NET ADDITIONAL PARKING REQUIRED: 16 PARKING STALLS 1.2, TOTAL PARKING REQUIRED FOR SITE: 679 STALLS PROPOSED PARKING REQUIRED THERE ARE TWO (2) PARKING STALLS PROPOSED ADJACENT TO THE EXISTING BUILDING NORTH OF THE EXISTING PRACTICE FIELD AND WEST OF THE EXISTING ATHLETIC FIELD TO MEETING THE TOTAL PARKING S STALLS. STALL REQUIREMENT OF 679 MAXIMUM BUILDING COVERAGE 20% 0.78% 1.03% PARKING REQUIREMENTS OFF-STREET PARKING REQUIREMENTS 679 SPACES (SEE PARKING CALCULATION TABLE) 677 SPACES 679 SPACES OFF-STREET PARKING SETBACK 5 FEET FROM PROPERTY LINE 1.2 FT* 1.2 FT* TABLE KEY N/A NOT APPLICABLE * EXISTING NON-CONFORMING VARIANCE REQUIRED APPROVALS e ESSEX COUNTY PLANNING BOARD HUDSON-ESSEX-PASSAIC SOIL CONSERVATION DISTRICT TOWNSHIP OF WEST ORANGE ZONING BOARD APPROVAL SUBJECT PROPERTY =——— = .200'\RADIUS DISTRICT BOUNDARY NORTH PROJECT DESCRIPTION ZONING MAP N.T.S. THE PROJECT PROPOSES TO INSTALL AN ADDITION TO THE EXISTING MAINTENANCE BUILDING TO CREATE A NEW FITNESS CENTER AT 700 PROSPECT

DIUS DISTRICT BOUNDARY NORTH PROJECT DESCRIPTION ZONING MAP N.T.S. THE PROJECT PROPOSES TO INSTALL AN ADDITION TO THE EXISTING MAINTENANCE BUILDING TO CREATE A NEW FITNESS CENTER AT 700 PROSPECT AVENUE IN THE TOWNSHIP OF WEST ORANGE NJ. THE MAINTENANCE FUNCTION WILL BE RELOCATED TO THE EXISTING FITNESS BUILDING. IN ADDITION TO THE PROPOSED ADDITION, THE PROJECT WILL REPLACE EXISTING ASPHALT, RELOCATE EXISTING UTILITIES, AND RELOCATE EXISTING STORMWATER DRAINAGE PIPING CONFLICTING WITH THE PROPOSED IMPROVEMENTS. NO SITE LIGHTING OR LANDSCAPING IS PROPOSED AS PART OF THE PROJECT. INDEX OF DRAWINGS DWG. TITLE PREPARED BY SP-100.00 COVER SHEET E2PM SP-101.00 GENERAL NOTES AND MAPPING E2PM SP-101.10 200-FT PROPERTY OWNER'S LIST E2PM SP-102.00 OVERALL EXISTING CONDITIONS PLAN E2PM SP-102.10 EXISTING CONDITIONS AND DEMOLITION PLAN E2PM SP-103.00 OVERALL SITE PLAN E2PM SP-103.10 SITE, GRADING, UTILITY, AND EROSION CONTROL PLAN E2PM SP-110.00 SOIL EROSION AND SEDIMENT CONTROL NOTES & DETAILS E2PM SP-111.00 CONSTRUCTION DETAILS E2PM TOWNSHIP OF WEST ORANGE FOR APPROVAL BY THE TOWNSHIP OF WEST ORANGE: CHAIRMAN OF THE ZONING BOARD DATE SECRETARY OF THE ZONING BOARD DATE TOWNSHIP ENGINEER DATE 1, |01/31/2023 REVISED PER CME COMMENT LETTER DATED 1/20/23 ENS | CJS OWNER APPLICANT SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 SETON HALL PREPARATORY SCHOOL 700 PROSPECT AVENUE TOWNSHIP OF WEST ORANGE, NJ 07052 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com E 2 PROJECT MANAGEMENT LLC P. ‘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 1870 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 SE REPRODUCED, ALTERED OR COPIED WITHOUT WRITTEN PERMISSION, SHALL NOT BE USED IN AMY MANNER DETRIMENTAL TO ITS INTEREST AND SHALL BE RETURNED UPON REQUEST, N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION As. CHARLES J. S NJ REGISTERED PROFESSIONAL EN NJ PROFESSIONAL LAND SURVEY‘ ART, P.E./P.LS ro Bee ines AND (CENSE NO, 24GB035884 PROJECT NAME SETON HALL

S HAVE BEEN PREPARED UNDER MY SUPERVISION As. CHARLES J. S NJ REGISTERED PROFESSIONAL EN NJ PROFESSIONAL LAND SURVEY‘ ART, P.E./P.LS ro Bee ines AND (CENSE 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 COVER SHEET CHECKED BY: cus DRAWN BY: ENS SCALE: AS SHOWN SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE: 10/13/2022 DRAWING NO. SP-100.00

GENERAL NOTES 1 CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE EXCAVATING TEST PITS, IF NECESSARY. CONTRACTOR SHALL CALL FOR UTILITY MARK-OUT PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY UTILITY "ONE-CALL" NUMBER 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE, THE CONTRACTOR SHALL NOTIFY ALL LOCAL UTILITY AGENCIES TO MARK OUT UTILITIES, ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWNSHIP OF WEST ORANGE. PRIOR TO THE START OF CONSTRUCTION ACTIVITIES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS AND APPROVALS, NO CONSTRUCTION ACTIVITIES SHALL COMMENCE UNTIL THE CONTRACTOR HAS RECEIVED ALL PERMITTING APPROVALS AND REVIEWED ALL DOCUMENTATION AND PERMIT STIPULATIONS ISSUED BY THE GOVERNING PERMITTING AUTHORITIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF FIELD CONDITIONS OR CONFLICTS THAT WOULD ADVERSELY IMPACT CONSTRUCTION AS PROPOSED ON THE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING IMPROVEMENTS AND VEGETATION INTENDED TO REMAIN. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES THAT MAY EXIST PRIOR TO PROCEEDING WITH THE CONSTRUCTION ACTIVITY FOR NECESSARY PLAN CHANGES. THE CONTRACTOR IS NOT ENTITLED TO COMPENSATION FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. —2 PROJECT MANAGEMENT LLC ASSUMES NO RESPONSIBILITY FOR THE METHODS, TECHNIQUES OR PROCEDURES OF CONSTRUCTION, FOR SAFETY MEASURES OR PRECAUTIONS RELATED TO CONSTRUCTION, OR ANY FAILURE TO COMPLY WITH APPLICABLE LAWS, REGULATIONS, ORDINANCES OR CODES. 10. ANY STRUCTURES TO BE REMOVED SHALL HAVE EXCAVATIONS BACKFILLED WITH STRUCTURAL FILL AND PROPERLY COMPACTED, AS PER PROJECT SPECIFICATIONS. 11. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED WITH STRAW OR THEN HAY AND TACKED

AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA WILL BE MULCHED WITH STRAW OR THEN HAY AND TACKED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS. SEE SOIL EROSION AND SEDIMENT CONTROL NOTES FOR SEEDING SPECIFICATIONS. 12. ALL CONSTRUCTION SHOW HEREIN SHALL CONFORM TO MUNICIPAL/COUNTY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS AND N.J. DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS AMENDED, UNLESS SPECIFICALLY SHOWN OTHERWISE HEREIN. IN CASE OF CONFLICT, THE MORE RESTRICTIVE SHALL GOVERN. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY QUESTIONS REGARDING CONFLICTS. 13. HANDICAPPED RAMPS AND CURB CUTS WILL BE PROVIDED AT ALL INTERSECTIONS AND PEDESTRIAN CROSSINGS, AS PER DETAILS. 14, ANY DAMAGE TO THE RIGHT-OF-WAY MUST BE REPAIRED/INSTALLED TO EQUAL STANDARDS. 15. PRIOR TO THE COMMENCEMENT OF ANY SITE WORK, THE APPLICANT MUST SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE APPROPRIATE GOVERNING AGENCY, 16. ALL TRAFFIC SIGNS AND STRIPING SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. STRUCTURAL FILL AND BACKFILL [COORDINATE ALL EARTHWORK WITH GEOTECHNICAL REPORT] IMPORT/ON-SITE STRUCTURAL FILL MATERIAL: SOILS PLACED AS STRUCTURAL FILL MATERIAL SHOULD CONSIST OF WELL GRADED SAND OR GRAVEL WITH A MAXIMUM PARTICLE SIZE OF THREE INCHES IN DIAMETER AND LESS THAN 15 PERCENT OF MATERIAL PASSING THE NUMBER 200 SIEVE. THESE MATERIALS SHOULD BE FREE OF OBJECTIONABLE DEBRIS (CLAY CLUMPS, ORGANIC AND/OR DELETERIOUS MATERIAL, ETC.) AND WITHIN MOISTURE CONTENTS SUITABLE FOR COMPACTION. ALTERNATIVE SOIL TYPES WITH HIGHER PERCENTAGES OF SILT AND CLAY MAY BE CONSIDERED, PROVIDED THAT THE CONTRACTOR IS ABLE TO ACHIEVE PROPER COMPACTION AND MAINTAIN SUITABLE SUBGRADE ONCE THE MATERIAL IS PLACED, FINE-GRAINED SOILS AND/OR GRANULAR SOILS WITH HIGHER PERCENTAGES OF SILT AND CLAY ARE EXTREMELY MOISTURE SENSITIVE AND WILL ONLY BE SUITABLE FOR REUSE AS STRUCTURAL FILL MATERIAL DURING IDEAL WEATHER CONDITIONS. MATERIALS WETTED BEYOND THE OPTIMUM MOISTURE CONTENT; CONTAIN OVERSIZED ROCK OR DEBRIS; AND/OR CONTAIN INCREASED AMOUNTS OF OBJECTIONABLE DEBRIS WILL NOT BE SUITABLE FOR REUSE AS STRUCTURAL FILL MATERIAL WITHOUT SPECIAL HANDLING. AS SUCH, THE CONTRACTOR SHOULD BE RESPONSIBLE

K OR DEBRIS; AND/OR CONTAIN INCREASED AMOUNTS OF OBJECTIONABLE DEBRIS WILL NOT BE SUITABLE FOR REUSE AS STRUCTURAL FILL MATERIAL WITHOUT SPECIAL HANDLING. AS SUCH, THE CONTRACTOR SHOULD BE RESPONSIBLE FOR IMPORTING STRUCTURAL FILL MATERIAL AND/OR PROCESSING ON-SITE SOILS AS REQUIRED SO THAT THESE MATERIALS ARE SUITABLE FOR STRUCTURAL FILL PLACEMENT, IF ENCOUNTERED COBBLES/BOULDERS, EXCAVATED ROCK AND/OR OVERSIZED DEBRIS GREATER THAN THREE INCHES IN DIAMETER WILL NEED TO BE SEPARATED FROM ON-SITE SOILS TO BE PLACED AS STRUCTURAL FILL. APPROVED MATERIAL BETWEEN THREE TO 12 INCHES IN DIAMETER MAY BE CRUSHED OR INDIVIDUALLY PLACED IN FILL LAYERS DEEPER THAN TWO FEET BELOW PROPOSED SUBGRADE LEVELS. CARE MUST BE TAKEN TO INDIVIDUALLY SEAT ANY LARGE PARTICLES AND TO COMPACT SOIL AROUND LARGE PARTICLES WITH HAND OPERATED EQUIPMENT TO MINIMIZE THE RISK OF VOID FORMATION. THE LARGER MATERIAL SHOULD NOT BE PLACED NEAR AREAS OF THE PROPOSED UTILITY OR PLANNED EXCAVATION. BOULDERS LARGER THAN APPROXIMATELY 12 INCHES ARE NOT EXPECTED TO BE ADEQUATE FOR USE AS FILL OR BACKFILL AND SHOULD BE REMOVED FROM THE SITE OR CRUSHED TO AN ADEQUATE SIZE. COMPACTION AND PLACEMENT REQUIREMENTS: STRUCTURAL FILL AND BACKFILL SHOULD BE PLACED IN MAXIMUM 12 INCH LOOSE LIFTS AND COMPACTED TO 95 PERCENT OF THE MAXIMUM DRY DENSITY WITHIN A TARGETED TWO PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR). FILL MATERIAL COMPACTED WITH RELATIVELY LIGHT HAND HELD EQUIPMENT MAY NEED TO BE PLACED IN THINNER LIFTS. STRUCTURAL FILL TESTING: BEFORE FILLING OPERATIONS BEGIN, REPRESENTATIVE SAMPLES OF EACH PROPOSED FILL MATERIAL (ON-SITE AND IMPORTED) SHOULD BE COLLECTED. THE SAMPLES SHOULD BE TESTED TO DETERMINE THE MAXIMUM DRY DENSITY, OPTIMUM MOISTURE CONTENT, NATURAL MOISTURE CONTENT, GRADATION, AND PLASTICITY OF THE SOIL, THESE TESTS ARE NEEDED FOR QUALITY CONTROL DURING COMPACTION AND ALSO TO DETERMINE IF THE FILL MATERIAL IS ACCEPTABLE. THE PLACEMENT OF ALL FILL AND BACKFILL SHOULD BE MONITORED BY DYNAMIC EARTH'S GEOTECHNICAL ENGINEER OR TECHNICIAN TO ENSURE THAT THE SPECIFIED MATERIAL AND LIFT THICKNESSES ARE PROPERLY INSTALLED. A SUFFICIENT NUMBER OF IN-PLACE DENSITY TESTS SHOULD BE PERFORMED DURING FILL PLACEMENT TO ENSURE THAT THE SPECIFIED COMPACTION IS ACHIEVED THROUGHOUT THE HEIGHT OF THE FILL OR BACKFILL, M 1. STORMWATER AND

IENT NUMBER OF IN-PLACE DENSITY TESTS SHOULD BE PERFORMED DURING FILL PLACEMENT TO ENSURE THAT THE SPECIFIED COMPACTION IS ACHIEVED THROUGHOUT THE HEIGHT OF THE FILL OR BACKFILL, M 1. STORMWATER AND GROUNDWATER ANAGEMENT DURING SOIL EXCAVATION THE CONTRACTOR SHALL PREPARE AND IMPLEMENT A STORMWATER AND GROUNDWATER MANAGEMENT AND CONTROL PLAN TO MANAGE SURFACE WATER AND GROUNDWATER. THE CONTRACTOR SHALL IDENTIFY ALL REQUIRED PERMITS ON THE CONTRACTOR'S PROJECT SCHEDULE ALLOWING ADEQUATE TIME FOR SECURING ALL REQUIRED PERMITS IN TIME FOR CONSTRUCTION. THE CONTRACTOR'S PLAN SHALL SPECIFY METHODS AND EQUIPMENT FOR COLLECTING, PUMPING, TREATING AND DISPOSING OF LIQUIDS GENERATED DURING STORM WATER CONTROL AND DEWATERING; MEASURES TO PREVENT STORM WATER RUN-ON AND RUN-OFF; DEWATERING OF EXCAVATIONS; DECONTAMINATING PERSONNEL AND EQUIPMENT; AND STORING FUELS AND CHEMICALS. THE CONTRACTOR'S PLAN SHALL ALSO IDENTIFY THE APPLICABLE PERMITTING, MONITORING AND REPORTING REQUIREMENTS. UTILITY NOTES 1. 10. GAS, ELECTRIC, TELEPHONE, WATER AND CABLE LINES MAY BE INSTALLED BY THE RESPECTIVE UTILITY. THE EXACT LOCATION OF EACH MAIN SHALL BE COORDINATED BY THE OWNER/GENERAL CONTRACTOR AND SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW PRIOR TO INSTALLATION, ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE OTHERWISE NOTED. REFER TO MEP DRAWINGS FOR UTILITY CONNECTIONS AT THE PROPOSED BUILDINGS. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION TO RESOLVE SAID DISCREPANCIES. LEGEND a6 EXISTING SPOT ELEVATION oe TOP OF CURB ELEVATION no EXISTING TOP OF WALL ELEVATION aos EXISTING BOTTOM OF WALL ELEVATION FE PROPOSED FINISHED FLOOR ELEVATION 4, 9.05 PROPOSED SPOT ELEVATION =-= SITE PROPERTY LINE == = ADJACENT PROPERTY LINE ———- § ~—— — — _ EXISTING CONTOUR {al PROPOSED CONTOUR ¢ GAS LINE on OVERHEAD WIRE E E E ELECTRIC LINE w WATER LINE FW. FIRE WATER LINE SANITARY SEWER STORM SEWER T T T T TELCO LINE METAL FENCE CURB EDGE OF PAVEMENT = EASEMENT REE EHF HHH RAIL ROAD SANITARY SEWER MANHOLE RIMS AND CLEANOUTS SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. EXISTING WATER VALVE AND GAS VALVE BOXES SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. A MINIMUM HORIZONTAL DISTANCE OF 10 FT OR A MINIMUM OF 18” VERTICAL DISTANCE IS REQUIRED BETWEEN SANITARY SEWER AND POTABLE WATER PIPING. IF EITHER OF THESE DISTANCES CANNOT BE

SED GRADE AS REQUIRED. A MINIMUM HORIZONTAL DISTANCE OF 10 FT OR A MINIMUM OF 18” VERTICAL DISTANCE IS REQUIRED BETWEEN SANITARY SEWER AND POTABLE WATER PIPING. IF EITHER OF THESE DISTANCES CANNOT BE ACHIEVED, THE SANITARY SEWER SHALL BE ENCASED IN CONCRETE AT THE CONFLICT LOCATION. ALL PROPOSED WATER MAINS, LOOPS, AND FIRE AND DOMESTIC WATER SERVICE SIZES SHOWN, WILL BE ADJUSTED AND SIZED BASED UPON THE RESULTS OF FIRE FLOW TESTS AND SUBSEQUENT DESIGN CALCULATIONS TO BE PROVIDED BY OTHERS. GAS VALVE WATER VALVE HYDRANT MANHOLE STREET LIGHT SIGN ELECTRIC BOX/UTILITY BOX UTILITY POLE STORM CATCH BASIN OR INLET EXISTING CLEANOUT ALL SITE CONCRETE, INCLUDING DRAINAGE STRUCTURES, SHALL BE AIR ENTRAINED WITH A COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. ALL LOCATIONS WHERE UTILITIES WILL BE INSTALLED IN AREAS OF PROPOSED FILL, THE SOIL SHALL BE SUITABLE AND COMPACTED IN 1-FOOT LIFTS TO 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM-D-1557 (MODIFIED PROCTOR DENSITY). COMPACTION CERTIFICATIONS SHALL BE PROVIDED. THESE TESTS SHALL BE CONDUCTED BY A SOIL LAB PRIOR TO AND DURING THE INSTALLATION OF THE UTILITIES. LOCATION AND LAYOUT OF GAS, ELECTRIC, AND TELECOMMUNICATION UTILITIES SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. ACTUAL LOCATION AND LAYOUT OF THESE UTILITY SERVICES SHALL BE BE FINALIZED BY THE APPROPRIATE UTILITY PROVIDER. 11. ALL SEWER AND WATER UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE GOVERNING UTILITY AUTHORITY'S RULES AND REGULATIONS. FEMA FLOOD MAP N.T.S. FEMA FLOOD NOTES 1. THE PROJECT LIES OUTSIDE OF THE 1% AND 0.2% ANNUAL CHANCE FLOOD FLOOD PER FEMA FLOOD INSURANCE RATE MAP ESSEC COUNTY, NEW JERSEY PARCEL 92 OF 200 AND 94 OF 200 MAP NUMBERS 34013C0092F AND 34013C0094F, DATED JUNE 4, 2007. WEST ORANGE UTILITIES ELECTRIC & GAS Public Service Electric & Gas Company Manager - Corporate Properties 80 Park Plaza, T6B Newark, NJ 07102 WATER New Jersey American Water Company 167 John F, Kennedy Parkway Short Hills. NJ 07078 CABLE TV Comcast Cablevision 800 Rahway Avenue Union, NJ 07083 TELEPHONE Verizon 1 Verizon Way Basking Ridge, New Jersey 07920-1025 SEWER Township of West Orange Municipal Building 66 Main Street West Orange, NJ 07052 SCHEDULE OF REVISIONS DRAWN | CHK. REV. DATE DESCRIPTION OF CHANGES BY BY REVISED PER CME COMMENT LETTER 4. |01/31/2023 DATED 1/30/23 ENS | CIS OWNER SETON

66 Main Street West Orange, NJ 07052 SCHEDULE OF REVISIONS DRAWN | CHK. REV. DATE DESCRIPTION OF CHANGES BY BY REVISED PER CME COMMENT LETTER 4. |01/31/2023 DATED 1/30/23 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 Com} 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 AMD REGULATIONS THERETO APPURTENANT. THIS ORAWING 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 AND SHALL BE RETURNED UPON REQUEST, N.J. ENGINEERING CERTIFICATE OF AUTHORIZATION No. 24GA28118200 I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION 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 GENERAL NOTES CHECKED BY: cis DRAWN BY: ENS SCALE: AS SHOWN SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE; 10/13/2022 DRAWING NO. SP-101.00