4 Site Plans

DEMOLITION NOTES 1. 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: « EXISTING TREES « EXISTING LIGHT POLES « EXISTING UTILITY POLES « EXISTING UNDERGROUND UTILITIES « EXISTING STREET SIGNS 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/NSTALLED TO EQUAL STANDARDS. 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 THE PEDESTRIANS, THE OWNER. SOIL EROSION CONTROL NOTES 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 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.

F 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 AQUEQUS 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. 40. 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. 44, MISCELLANEOUS WASTES GENERATED AS A RESULT OF THE PROJECT SHALL BE STORED IN HEAVY DUTY TRASH BAGS, FIBER DRUMS, DUMPSTERS, OR OTHER SUITABLE CONTAINERS. 42. 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 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

TH 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 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 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. ee \ Ss 3ION STAND 2 le 10. PEDESTRIAN ACCESS ALONG PUBLIC STREETS AND SIDEWALKS TO BE MAINTAINED 4. CONTRACTOR SHALL IMPLEMENT A SIDEWALK PROTECTION PLAN TO SAFEGUARD 2. ANY SIDEWALK CLOSURES DURING CONSTRUCTION SHALL BE COORDINATED WITH 4. PROVIDE INLET PROTECTION FOR ALL EXISTING CATCH BASINS AND ALSO FOR FUTURE CATCH BASINS AFTER CONSTRUCTION. REFERENCE DETAILS ON LIMIT OF DISTURBANCE NOAA EXISTING UTILITY TO BE REMOVED EXISTING PINE TREE TO BE REMOVED OE a EA \ \? \ Cy A\@ EXISTING MULCH AREAS WITHIN DISTURBANCE LIMITS TO BE f RESTORED TO EXISTING CONDITIONS | \ AS REQUIRED, TYP. A \ = \ EXISTING ASPHALT WITHIN \ DISTURBANCE AREA TO BE > REMOVED, TYP. 4 EXISTING WATER LINE TO BE > REMOVED (SEE SHEET SP-103,10 FOR PROPOSED REROUTED WATER LINE) ff feet rT EXISTING SANITARY SEWER PIPING AND ASSOCIATED APPURTENANCES TO /f BE REMOVED (SEE SHEET SP-103.10 FOR PROPOSED REROUTED SANITARY / SEWER LATERAL) “ coe - EXISTING GAS LINE TO B REMOVED (SEE SHEET SP-103.10 FOR PROPOSED REROUTED LINE) 7 EXISTING DUMPSTER, CONCRETE PAD, AND” FENCE ENCLOSURE TO BE REMOVED, TYP. / . oF Yo ths " S/S, LLL (SSS Sf | | CONFLICTING WITH PROPOSED BUILDING e ADDITION TO BE REMOVED z \ “ \ a» “y \ wy @ LIMIT OF ~ @ uy @ eee NOY y EXISTING TREES DESIGNATED FOR EXIST: 2 STORAGE BUILDING FF 6\8.90 REMOVAL SHALL BE REPLACED IN-KIND IN / ‘\ \ COORDINATION WITH THE OWNER. } aw \ \ / o\ \ \ r \ S \ x EXISTING ELECTRIC \ NL?

OY y EXISTING TREES DESIGNATED FOR EXIST: 2 STORAGE BUILDING FF 6\8.90 REMOVAL SHALL BE REPLACED IN-KIND IN / ‘\ \ COORDINATION WITH THE OWNER. } aw \ \ / o\ \ \ r \ S \ x EXISTING ELECTRIC \ NL? \ 4, 2\ LINE TO BE RELOCATED \ _ 1 EXISTING STORM DRAIN LINE BETWEEN MANHOLE AND INLET TO BE REMOVED, EXISTING MANHOLE AND INLET TO _ REMAIN. SEE SHEET SP-103.20 FOR és PROPOSED REROUTED DRAINAGE. ~ EXISTING ROOFLEADER CONFLICTING WITH PROPOSED BUILDING ao ADDITION TO BE REMOVED i RE RE if RE RE EXISTING STORAGE BUILDING TO PART OF NEW ADDITION (SEE yee yey ARCHITECTURAL PLANS FOR ne ADDITIONAL INFORMATION) WINGWALL TOP WALL=596.12 INV. =594.85 REMAIN AND BE RENOVATED AS ROOFLEADER CONNECTION TO EXISTING MANHOLE EXISTING TWIN / 0.0.8,401 E& I i N 7 aan TRIPLE TREES = ey woe oa fat BIE \ Aa | OWN WA 1 / EXISTING | BASEBALL 9 10" 20" 40" TN SCALE: 1"=20' 44.501 Ac. SCHEDULE OF REVISIONS REV.| DATE DESCRIPTION OF CHANGES DRAWN CHK. BY 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 (NOT BE USED IN ANY MANNER DETRIMENTAL TO ITS INTEREST E 2 PROJECT MANAGEMENT LLC 87 HIBERNIA AVENUE ROCKAWAY, N.J. 07866 PHONE: (973) 299-5200 FAX: (973) 299-5059 www.E2PM.com N.J. AUTHORIZATION No. 24GA28118200 ENGINEERING CERTIFICATE OF I CERTIFY THAT THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION Cf <te NJ REGISTERED PROFESSIONA| NJ PROFESSIONAL LAND SURVEYOR LICENSE NO. 24GB035884 CHARIES J, STEWART, P.E., P.LS. GINEER LICENSE AND 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 EXISTING CONDITIONS AND DEMOLITION PLAN CHECKED BY: as DRAWN BY: ENS SCALE: w= 20' SHEET NO: PROJECT #: P-22-34-01 FIRST ISSUE; 10/13/2022 DRAWING NO. SP-102.10