Supporting Documentation · Jun 22, 2023
Updated Civil Plans 13123
d39ee6f6a6056e740074d1157a2794a128d33a0f012f20e60d7f212a13170f3bIndexed text · page 4
Show all pagesSCHEDULE 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
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