SP 10000 11100 Binder E2 Project Management LLC

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. 2. 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. 3. ALL SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWNSHIP OF WEST ORANGE. 4. 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, 5, CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY HAVING JURISDICTION. 6. CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER OF FIELD CONDITIONS OR CONFLICTS THAT WOULD ADVERSELY IMPACT CONSTRUCTION AS PROPOSED ON THE PLANS. 7. CONTRACTOR SHALL TAKE PRECAUTIONS TO AVOID DAMAGE TO EXISTING IMPROVEMENTS. AND VEGETATION INTENDED TO REMAIN. 8. 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. 9, E2 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

RE 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 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

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 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. STORMWATER AND

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. STORMWATER AND GROUNDWATER MANAGEMENT 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. 2, 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. 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. 2, ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE OTHERWISE NOTED. 3, 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 on RK x aK x EXISTING SPOT ELEVATION TOP OF CURB ELEVATION EXISTING TOP OF WALL ELEVATION EXISTING BOTTOM OF WALL ELEVATION PROPOSED FINISHED FLOOR ELEVATION PROPOSED SPOT ELEVATION SITE PROPERTY LINE ADJACENT PROPERTY LINE EXISTING CONTOUR PROPOSED CONTOUR GAS LINE OVERHEAD WIRE ELECTRIC LINE WATER LINE FIRE WATER LINE SANITARY SEWER STORM SEWER TELCO LINE METAL FENCE CURB EDGE OF PAVEMENT —_— _ EASEMENT EEE HH EHE-H- HEHE RAIL ROAD @ ks GAS VALVE D be WATER VALVE HYDRANT MANHOLE ~ SIGN STREET LIGHT ELECTRIC BOX/UTILITY BOX Ok) UTILITY POLE " STORM CATCH BASIN OR INLET ioe) O EXISTING CLEANOUT 4. SANITARY SEWER MANHOLE RIMS AND CLEANOUTS SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. 5, EXISTING WATER VALVE AND GAS VALVE BOXES SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. 6. A MINIMUM HORIZONTAL DISTANCE OF 10 FT

E RIMS AND CLEANOUTS SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. 5, EXISTING WATER VALVE AND GAS VALVE BOXES SHALL BE RESET TO PROPOSED GRADE AS REQUIRED. 6. 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, 7. 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. 8. ALL SITE CONCRETE, INCLUDING DRAINAGE STRUCTURES, SHALL BE AIR ENTRAINED WITH A COMPRESSIVE STRENGTH OF 4,500 PSI AT 28 DAYS. 9. 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. 10. 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 NOTES FEMA FLOOD MAP. N.T.S. 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 Comeast 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 1/20/23 ENS |

nicipal 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 1/20/23 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 2P PHONE: (973) 299-5200 FAX: (973) 299-5059 o> www,E2PM.com ‘THIS DRAWING DOES NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY, ALL CONSTRUCTION MUST SE DONE IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ‘ACT OF 1970 AND ALL RULES AMD REGULATIONS THERETO APFURTENANT. THIS DRAWING AND THE DESIGN FEATURES OR CONSTRUCTION DISCLOSED ARE PROPRIETARY TO Ez 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 CHARLES sr WART, P.E,) P.LS. 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