SP 10000 11100 Binder E2 Project Management LLC

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