01 Preliminary and Major Final Site Plan rcd 10 21 24

4' - 6" 4' - 3" TYPE 'B' STORM INLET DETAIL NOT TO SCALE NOTES: 1. STRUCTURE TO BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE. 2. FRAME AND GRATE TO BE CAST-IRON AND SUPPORT MINIMUM H-25 LOADING. 3. ALL JOINTS TO BE WATER-TIGHT. 4. SUBGRADE BENEATH STRUCTURE SHALL BE LEVELED AND COMPACTED AS NECESSARY PRIOR TO INSTALLING STRUCTURE. 4' - 0" x 3' - 6" PRECAST STRUCTURE PRECAST REINFORCED CONCRETE STRUCTURE TO MEET MINIMUM H-25 LOADING SIDE VIEW TOP VIEW 6" MIN. THE GRATE SHALL BE RAISED TO FINAL GRADE USING FROM 1 TO 3 PRECAST RINGS AND/OR BRICK THE PRECAST STRUCTURE SHALL BE PLACED ON A MINIMUM OF 6" OF 3 4" CLEAN STONE PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A 'LEAK-FREE' JOINT. BICYCLE SAFE GRATE TO BE LABELED / DEFINED PER LOCAL COMMUNITY STANDARDS AND REGULATIONS DRAINAGE PIPES (SEE GRADING PLAN) POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE CURB TYPE 'N' ECO CURB PIECE (SEE DETAIL)CURB DUMP NO WASTE DRAINS TO WATERWAYS TYPE 'N' ECO CURB PIECE (SEE DETAIL) MANHOLE LADDER RUNGS (SEE DETAIL) FLOW 4' - 0" DIAMETER PRECAST MANHOLE DOGHOUSE STORM MANHOLE DETAIL NOT TO SCALE PRECAST REINFORCED CONCRETE STRUCTURE TO MEET MINIMUM H-25 LOADING SIDE VIEW TOP VIEW 6" MIN. MINIMUM OF 6" OF 3 4" CLEAN STONE PRECAST SECTIONS SHALL BE JOINED USING A GASKET AND CEMENT GROUT TO PRODUCE A 'LEAK-FREE' JOINT PROPOSED PIPE (SEE GRADING PLAN) POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE. MANHOLE LADDER RUNGS (SEE DETAIL) NOTES: 1. STRUCTURE TO BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE. 2. FRAME AND COVER TO BE CAST-IRON AND SUPPORT MINIMUM H-25 LOADING. 3. ALL JOINTS TO BE WATER-TIGHT. 4. SUBGRADE BENEATH STRUCTURE SHALL BE LEVELED AND COMPACTED AS NECESSARY PRIOR TO INSTALLING STRUCTURE. THE RIM SHALL BE RAISED TO FINAL GRADE USING FROM 1 TO 3 PRECAST RINGS AND/OR BRICK 30" DIA. OPENING STORM SEWER MANHOLE COVER TO BE LABELED / DEFINED PER LOCAL COMMUNITY STANDARDS AND REGULATIONS 3' - 5" EXISTING PIPE NON-SHRINK GROUT TOP VIEW - CUTAWAY DOGHOUSE PIPE OPENING POURED IN PLACE 4,000 PSI CONCRETE BASE TO EXTEND MIN. 12" BEYOND MANHOLE WALL 12" MIN. 12" MIN. 12" MIN. POURED IN PLACE 4,000 PSI CONCRETE BASE TO EXTEND MIN. 12" BEYOND MANHOLE WALL POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE EXISTING PIPE PROPOSED PIPE PRECAST

N. POURED IN PLACE 4,000 PSI CONCRETE BASE TO EXTEND MIN. 12" BEYOND MANHOLE WALL POURED IN PLACE 3,000 PSI CONCRETE BOTTOM TO PROVIDE POSITIVE SLOPE TO OUTLET PIPE EXISTING PIPE PROPOSED PIPE PRECAST STRUCTURE NON-SHRINK GROUT FLOW 12" MIN. #4 BARS @ 12" C-C, EACH WAY 4" SET PRECAST STRUCTURE ON BLOCKS OR BENCHES PRIOR TO POURING BASE INSTALLATION: 1. EXCAVATE LOCATION FOR MANHOLE AROUND AND UNDER EXISTING PIPE. 2. INSTALL 6" CLEAN STONE BED AT BOTTOM OF EXCAVATION. 3. SET DOGHOUSE RISER WITH DOGHOUSE OPENING OVER EXISTING PIPE, CHECKING LEVEL AND LOCATION. RISER TO BE SET ON BLOCKS OR BENCHES PRIOR TO POURING BASE. 4. POUR REINFORCED CONCRETE MANHOLE BASE. 5. POUR CONCRETE FLOOR AS NECESSARY TO RAISE BOTTOM TO OUTLET INVERT ELEVATION. 6. REMOVE EXISTING PIPE WITHIN THE MANHOLE. LIGHT FIXTURE 'B' SPECIFICATION LIGHT FIXTURE 'A' SPECIFICATION 1 2 3 5 NOTES: 1. ALL PIPE SYSTEM INSTALLATIONS SHALL MEET ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 2. ALL HDPE PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS" (LATEST EDITION). 3. ALL RCP PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C76-15, "STANDARD SPECIFICATION FOR REINFORCED CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE" (LATEST EDITION). 4. FOR NON HDPE OR RCP PIPE INSTALLATIONS, CONTRACTOR SHALL INSTALL PIPE IN ACCORDANCE WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 5. WHERE THE TRENCH BOTTOM IS UNSTABLE, CONTRACTOR SHALL PROVIDE SUITABLE BACKFILL MATERIAL AS REQUIRED BY ENGINEER OR PER GEOTECH RECOMMENDATIONS. 6. MINIMUM COVER IN TRAFFIC AREAS IS 12" UP TO 48" DIAMETER PIPE AND 24" FOR 54" - 60" DIAMETER PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT. 7. CONTRACTOR SHALL INSTALL SUITABLE MATERIAL FOR INITIAL AND FINAL BACKFILL. BACKFILL COMPACTION SHOULD MEET ALL APPLICABLE STANDARDS AND SPECIFICATIONS. 2' PLUS PIPE DIAMETER PROPOSED / EXISTING PAVEMENT PROPOSED FULL DEPTH ASPHALT TOP SOIL EXISTING GRADE 6" 6" 12" MIN.12" MIN. APPROVED COMPACTED SUBGRADE (SUITABLE FOUNDATION) BEDDING (APPROVED CLEAN CRUSHED STONE) INITIAL BACKFILL MATERIAL FINAL BACKFILL MATERIAL PROP. STORM PIPE STORM TRENCH DETAIL NOT TO SCALE 4 Z:\RUTHERFORD\RUT\2021\RUT-210050 MANUEL VEGA - 66 FRANKLIN AVENUE, WEST ORANGE, NJ\CADD\PLOT\RDP-10-11-DETL.DWG ISSUE DATE

FINAL BACKFILL MATERIAL PROP. STORM PIPE STORM TRENCH DETAIL NOT TO SCALE 4 Z:\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 ID: DRAWING: PROPOSED SITE IMPROVEMENTS ESSEX COUNTY, NEW JERSEY RUT-210050 01 10/08/2024 FOR MUNICIPAL RESUBMISSIONJLO 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 M. VEGA INVESTMENTS LLC AFTON SAVITZ, P.E. NEW JERSEY LICENSE No. 57674 LICENSED PROFESSIONAL ENGINEER CONSTRUCTION DETAILS C-11 AS SHOWN