2022 1111 Site Plans MEA_20 02 87 89 Ashland Ave WOrange_REV1

GRADES OR REPLACEMENT OF SERVICES WILL NEED TO BE COORDINATED WITH THE UTILITY PROVIDERS AS NECESSARY. 4. A SOILS TEST PIT WAS EXCAVATED AT THE LOCATION SHOWN ON THE PLAN ON OCTOBER 20, 2022. REFER TO THE SEPARATE SOILS PERMEABILITY AND ANALYSIS CONDUCTED, SUBMITTED AS PART OF THE SITE PLAN. THE TEST PIT EXCAVATED TO 96" AND NO GROUNDWATER WAS ENCOUNTERED. THE UNDERLYING SOILS DETERMINED THAT THE AREA OF INFILTRATION WILL HAVE A SOIL PERMEABILITY CLASS RATING K VALUE = K4, SUTIABLE FOR INFILTRATION, WITH A MINIMUM INFILTRATION RATE OF 6 INCHES/HOUR. 5. DRAIN DOWN CALCULATIONS WITH A FACTOR OF SAFETY SHALL BE 3 INCHES/HOUR. OVERALL DEPTH OF INFILTRATION SYSTEM = 48" 48" / 3" PER HOUR = 16 HOUR DRAIN DOWN TIME WHEN SYSTEM FULL TIME TO DRAIN DOWN OF 16 HOURS < 72 HOUR REQUIREMENT; THEREFORE IS ACCEPTABLE TO BMP STANDARDS. MARUCCI ENGINEERING ASSOCIATES, LLC ENGINEERS-SURVEYORS-PLANNERS POST OFFICE BOX 509 CEDAR KNOLLS, NEW JERSEY 07927 TEL./FAX: (973) 887-3066 NEW JERSEY STATE BOARD OF PROFESSIONAL ENGINEERS & LAND SURVEYORS CERTIFICATE OF AUTHORIZATION: No. 24GA28082400 1

ANTHONY MARUCCI PROFESSIONAL ENGINEER & LAND SURVEYOR, N.J. LIC. No. 25573 PROFESSIONAL PLANNER, N.J. LIC. No. 2124 PRELIMINARY & FINAL SITE PLAN SOIL EROSION & SEDIMENT CONTROL PLAN 87-89 ASHLAND AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY ‹&23<5,*+77KLVGUDZLQJLVWKHSURSHUW\RI0DUXFFL(QJLQHHULQJ$VVRFLDWHV//&,WLVVXEMHFWWRFRS\ULJKWODZVDQGVKDOOQRWEHXVHGRUFRSLHGZLWKRXWH[SUHVVZULWWHQSHUPLVVLRQ CAUTION: If this document does not contain a raised embossed seal of the professional under-signed, it is not an authorized original document. SOIL COMPACTION EXEMPTION NOTE: AS DETERMINED BY THE STATE POLICY MAP, THE PROJECT AREA FALLS WITHIN THE METROPOLITAN PLANNING AREA (PA1). UNDER EXISTING CONDITIONS, THE SITE IS NOT COVERED IN WOODY VEGETATION FOR RE-GROWTH. IN ACCORDANCE WITH NEW JERSEY STANDARD FOR LAND GRADING (REVISED 2017), NON WOODY VEGETATED PA1 AREAS FALL UNDER THE SOIL COMPACTION EXEMPTION LIST AS AN 'URBAN DEVELOPMENT' AND IS DEFINED BY THE NEW JERSEY DEPARTMENT OF ENVIRONMENTAL PROTECTION (N.J.D.E.P.) AS 'PREVIOUSLY DEVELOPED'. MARUCCI ENGINEERING ASSOCIATES, LLC ENGINEERS-SURVEYORS-PLANNERS POST OFFICE BOX 509 CEDAR KNOLLS, NEW JERSEY 07927 TEL./FAX: (973) 887-3066 NEW JERSEY STATE BOARD OF PROFESSIONAL ENGINEERS & LAND SURVEYORS CERTIFICATE OF AUTHORIZATION: No. 24GA28082400 1

ANTHONY MARUCCI PROFESSIONAL ENGINEER & LAND SURVEYOR, N.J. LIC. No. 25573 PROFESSIONAL PLANNER, N.J. LIC. No. 2124 PRELIMINARY & FINAL SITE PLAN LIGHTING & LANDSCAPING PLAN 87-89 ASHLAND AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY ‹&23<5,*+77KLVGUDZLQJLVWKHSURSHUW\RI0DUXFFL(QJLQHHULQJ$VVRFLDWHV//&,WLVVXEMHFWWRFRS\ULJKWODZVDQGVKDOOQRWEHXVHGRUFRSLHGZLWKRXWH[SUHVVZULWWHQSHUPLVVLRQ CAUTION: If this document does not contain a raised embossed seal of the professional under-signed, it is not an authorized original document. PLANT SCHEDULE: LIGHTING PLAN NOTES: 1. THE PROPOSED LIGHT FIXTURES (2 TOTAL; POLE MOUNTED) SHALL BE A KIM LIGHTING ARCHITECTURE AREA/SITE LIGHT POLE, ALTITUDE, ALT1-28L-60-3K7-4 (ALT1 FIXTURE SIZE, ARCHITECTURAL AREA/SITE ALTITUDE LED), OR APPROVED EQUAL, DOWN MOUNTED LIGHTING, 3K COLOR TEMP, TYPE 4 DISTRIBUTION, 15-FT MOUNTING HEIGHT (BLACK POLE & FIXTURE FINISHES). THE LIGHTING ANALYSIS IS APPROXIMATE AND PERFORMED THROUGH HUBBELL LIGHTING, INC. LITE PRO DESIGN, AND ALSO BASED ON SIMILAR FIXTURES ON APPLICATIONS WITH SIMILAR HEIGHTS & WATTAGE. THE OVERALL SITE LIGHTING SHALL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION TO ENSURE ADEQUATE LIGHTING LEVELS ARE ACHIEVED THROUGHOUT THE FACILITY, AND ARE ACCEPTABLE TO THE APPLICANT'S USE AND COMPLY WITH THE TOWNSHIP LIGHTING REGULATIONS. 2. ADDITIONAL WALL-MOUNT FIXTURES SHALL BE PROVIDED AT ALL DOOR LOCATIONS AND SPECIFIED BY THE OWNER/ARCHITECT. THESE LIGHT FIXTURES AT ALL DOORS HAVE NOT BEEN ACCOUNTED FOR IN THE SITE LIGHTING ANALYSIS. ADDITIONALLY, ANY EXISTING UTILITY POLE MOUNTED LIGHT FIXTURES ON THE EXISTING ROADWAY SHALL NOT BE REMOVED & THIS LIGHTING ANALYSIS HAS NOT ACCOUNTED FOR ANY EXISTING LIGHT FIXTURES WITHIN THE R.O.W. 3. THE UNDERSIGNED CERTIFIES THAT THIS LIGHTING PLAN COMPLIES WITH THE TOWNSHIP LIGHTING ORDINANCE AS IT RELATES TO THE STANDARDS ON PARKING LOT MINIMUM AVERAGES, MAXIMUM ILLUMINATION AT INTERSECTIONS, AND THE MAXIMUM ILLUMINATION AT THE PROPERTY LINE, AS SHOWN ON THE LIGHT POINT ANALYSIS ON THIS PLAN. ADDITIONALLY, AT THE TIME OF CONSTRUCTION & INSTALLATION OF LIGHTS, THE APPLICANT AND THE APPLICANT'S ENGINEER WILL INSPECT TO CONFIRM LIGHTING MEETS THE TOWNSHIP ORDINANCE AND THE APPLICANT'S USE. 4. THE PROPOSED WALKWAY SHALL CONTAIN BOLLARD LIGHT FIXTURE (1 TOTAL), WHICH SHALL BE A KIM SL1 LED SITE

ENGINEER WILL INSPECT TO CONFIRM LIGHTING MEETS THE TOWNSHIP ORDINANCE AND THE APPLICANT'S USE. 4. THE PROPOSED WALKWAY SHALL CONTAIN BOLLARD LIGHT FIXTURE (1 TOTAL), WHICH SHALL BE A KIM SL1 LED SITE LIGHTFORMS; SL1-XL-18LED-4200K, OR APPROVED EQUAL, 4K COLOR TEMP, TYPE 1 DISTRIBUTION, 42" HEIGHT, 37 1 2 " LIGHT CENTER HEIGHT (BLACK FIXTURE FINISH). 5. THE PROPOSED LIGHTING SHALL BE SET ON A DAWN TO DUSK TIMER. THE LIGHTING LEVELS SHALL BE SPECIFIC TO THE OWNER'S OF OPERATION, AND CAN BE ADJUSTED TO A SECURITY LEVEL WITH REDUCED LIGHTING LEVELS OUTSIDE OF NORMAL HOURS AND THROUGH THE OWNER'S ABILITY TO ADJUST AS NEEDED. 1. ADDITIONAL AREAS THROUGHOUT THE SITE MAY BE LANDSCAPED WITH SEASONAL COLOR AND PERENNIALS AS DETERMINED BY THE APPLICANT/LANDSCAPE CONTRACTOR AT THE TIME OF INSTALLATION. ALL PLANTS ARE NATIVE TO NEW JERSEY, AND THE PLANTING AREAS SHALL BE MULCH BEDS, WITH THE REMAINING UN-LANDSCAPED AREAS TO BE LAWN. 2. THE OWNER/APPLICANT SHALL SUBMIT AN APPLICATION FOR A TREE REMOVAL PERMIT FROM THE TOWNSHIP PRIOR TO ANY TREE REMOVALS AS PART OF THE CONSTRUCTION ACTIVITIES FOR THE SUBJECT PROPERTY. LANDSCAPING PLAN NOTES: MARUCCI ENGINEERING ASSOCIATES, LLC ENGINEERS-SURVEYORS-PLANNERS POST OFFICE BOX 509 CEDAR KNOLLS, NEW JERSEY 07927 TEL./FAX: (973) 887-3066 NEW JERSEY STATE BOARD OF PROFESSIONAL ENGINEERS & LAND SURVEYORS CERTIFICATE OF AUTHORIZATION: No. 24GA28082400 1

ANTHONY MARUCCI PROFESSIONAL ENGINEER & LAND SURVEYOR, N.J. LIC. No. 25573 PROFESSIONAL PLANNER, N.J. LIC. No. 2124 PRELIMINARY & FINAL SITE PLAN VEHICULAR TURNING TEMPLATE & CONSTRUCTION DETAILS PLAN 87-89 ASHLAND AVENUE TOWNSHIP OF WEST ORANGE ESSEX COUNTY NEW JERSEY ‹&23<5,*+77KLVGUDZLQJLVWKHSURSHUW\RI0DUXFFL(QJLQHHULQJ$VVRFLDWHV//&,WLVVXEMHFWWRFRS\ULJKWODZVDQGVKDOOQRWEHXVHGRUFRSLHGZLWKRXWH[SUHVVZULWWHQSHUPLVVLRQ CAUTION: If this document does not contain a raised embossed seal of the professional under-signed, it is not an authorized original document. MARUCCI ENGINEERING ASSOCIATES, LLC ENGINEERS-SURVEYORS-PLANNERS POST OFFICE BOX 509 CEDAR KNOLLS, NEW JERSEY 07927 TEL./FAX: (973) 887-3066 NEW JERSEY STATE BOARD OF PROFESSIONAL ENGINEERS & LAND SURVEYORS CERTIFICATE OF AUTHORIZATION: No. 24GA28082400 LEFT TURN IN - TURNING TEMPLATE SCALE: 1" = 10' LEFT TURN OUT - TURNING TEMPLATE SCALE: 1" = 10' 1