01 Site Plan Set

1 3 4" ASSUMED POLE DIAMETER 18" FOUNDATION DIAMETER 5'-6" FOUNDATION DEPTH #3 REINFORCING TIES AT 12" C-C (6) #5 VERTICAL REINFORCEMENT BARS 15' LIGHT POLE 18' MOUNTING HEIGHT FOUNDATION DEPTH MOUNTING HEIGHT 2' MIN. 3" CLEAR COVER FOR ALL REBAR LIGHT POLE INSTALLATION DETAIL NOT TO SCALE NOTES: 1. MINIMUM SOIL BEARING PRESSURE OF 1500 PSF, SOIL FRICTION ANGLE OF 30 DEGREES, AND SOIL DRY UNIT WEIGHT OF 120 PCF SHALL BE CONFIRMED IN THE FIELD BY A QUALIFIED PROFESSIONAL. 2. CAST-IN-PLACE CONCRETE SHALL BE CONSOLIDATED USING VIBRATOR. 3. ALL REBAR TO BE NEW GRADE 60 STEEL. 4. PRE-CAST PIERS ACCEPTABLE UPON WRITTEN APPROVAL OF SHOP DRAWING BY ENGINEER. 5. CONCRETE TO BE INSTALLED A MINIMUM OF 7 DAYS PRIOR TO INSTALLING LIGHT POLE. POURED CONCRETE MIX REQUIRED TO OBTAIN 80% OF DESIGN STRENGTH PRIOR TO INSTALLING LIGHT POLE. 6. CONCRETE SHALL HAVE A MAXIMUM SLUMP OF 4" (WITHIN 1" TOLERANCE). 7. POLE SHALL BE RATED FOR 10 MPH HIGHER THAN MAXIMUM WIND SPEED 33FT ABOVE GROUND FOR THE AREA BASED ON ANSI/ASCE 7-93. 8. POUR TO BE TERMINATED AT A FORM. 9. WORK SHALL CONFORM TO ACI BEST PRACTICES FOR APPROPRIATE TEMPERATURE AND WEATHER CONDITIONS. 10. CONTRACTOR TO TEMPORARILY SUPPORT ADJACENT SOIL AND STRUCTURES DURING EXCAVATION IF REQUIRED. MOUNTING ARM BY LIGHTING MANUFACTURER SEE PLAN FOR NUMBER AND ORIENTATION OF FIXTURES HANDHOLE WITH COVER LIGHT POLE BY LIGHTING MANUFACTURER (SEE NOTE 7) ELECTRIC CONDUIT STUB UP MINIMUM 12" ANCHOR BOLTS AND BASE PLATE BY LIGHTING MANUFACTURER 1" CHAMFER HIGH-STRENGTH NON-SHRINK GROUT 36" 3 TIES AT 4" C-C REINFORCEMENT TIES SPACING (12" OVERLAP) VERTICAL REINFORCEMENT BARS EQUALLY SPACED CAST-IN-PLACE CONCRETE ROUND PIER FOUNDATION, 4,500 PSI AIR-ENTRAINED CONCRETE AT 28 DAYS COMPACTED SUITABLE BACKFILL TO 95% OPTIMUM DRY PROCTOR DENSITY IN LIFTS OF LESS THAN 9" OF UNCOMPACTED SOIL FOUNDATION DIAMETER LIGHTNING GROUND ROD AND ALL ELECTRICAL COMPONENTS TO COMPLY WITH NATIONAL ELECTRIC CODE LANDSCAPING 36" CURB OR EDGE OF PAVEMENT 2 4 LIGHT FIXTURE 'A' SPECIFICATION NOT TO SCALE LIGHT FIXTURE 'B' SPECIFICATION NOT TO SCALE LIGHT FIXTURE 'C' SPECIFICATION NOT TO SCALE \\US.STONEFIELDENG.COM\SHARES\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.DWG ISSUE DATE DESCRIPTION NOT APPROVED FOR CONSTRUCTION PRELIMINARY & FINAL MAJOR SITE PLAN BY TITLE: SCALE: PROJECT

-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.DWG ISSUE DATE DESCRIPTION NOT APPROVED FOR CONSTRUCTION PRELIMINARY & FINAL MAJOR SITE PLAN BY TITLE: SCALE: PROJECT ID: DRAWING: PROPOSED BUILDING ADDITION & SITE IMPROVEMENTS ESSEX COUNTY, NEW JERSEY RUT-210050 01 09/24/2021 FOR MUNICIPAL SUBMISSIONMAGR TOWNSHIP OF WEST ORANGE 66 FRANKLIN AVENUE BLOCK 134.02, LOTS 75.03, 79 & 81 Rutherford, NJ · New York, NY · Boston, MA Princeton, NJ · Tampa, FL · Detroit, MI www.stonefieldeng.com Headquarters: 92 Park Avenue, Rutherford, NJ 07070 Phone 201.340.4468 · Fax 201.340.4472 JOSHUA H. KLINE, P.E. NEW JERSEY LICENSE No. 54347 LICENSED PROFESSIONAL ENGINEER M. VEGA INVESTMENTS LLC 02 01/07/2022 FOR MUNICIPAL RESUBMISSIONNRK 03 08/04/2022 FOR MUNICIPAL RESUBMISSIONMAGR CONSTRUCTION DETAILS C-12 AS SHOWN AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER