2022 09 22 46 Greenwood Ave Site Application

X X X X X X X X X X X CONCRETE PAVEMENT NTS3 PREPARED SUBGRADE 6X6-W2.9X2.9 WELDED WIRE FABRIC 6-INCH THICK COMPACTED CRUSHED STONE 4-INCH THICK CONCRETE PAVEMENT A A EXISTING PAVEMENT NOTES: 1. STONE SIZE - USE 2 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. THICKNESS OF STONE - NOT LESS THAN 12 INCHES. 3. LENGTH OF STABILIZED CONSTRUCTION ACCESS - NOT LESS THAN 50 FEET 4. WIDTH - TWELVE FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR FOOT IF SINGLE ENTRANCE TO SITE. 5. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OFSEDIMENT ONTO THE PUBLIC RIGHT-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. EXCESS SEDIMENT COLLECTED IN STONE SHALL BE REMOVED. 6. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 7. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 50-FT 12-INCH (MIN.) TYPICAL SECTION A-A STONE (SEE NOTE 1) 15-FT STABILIZED CONSTRUCTION ENTRANCE DETAIL NTS2 16" GROUND COMPACTED BACKFILL NOTES: 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE, OR HARDWOOD. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24 INCHESAT TOP AND MID SECTION/ FENCE SHALL BE WOVEN WIRE, 14 GAUGE, SIX-INCH MAXIMUM MESH OPENING. 3. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABLINKA T140N, OR APPROVED EQUAL. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. 5. SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH A DEPTH OF 6 INCHES. EMBED FILTER CLOTH A MINIMUM OF 6-INCHES IN GROUND 20'' 36-INCH (MIN) WOOD FENCE POST DRIVE 16-INCH (MIN) INTO GROUND @ 10 FT O.C. REINFORCING MESH FILTER FABRIC 6-INCH 4-INCH SILT FENCE DETAIL NTS1 18-IN. MIN. 6-IN. MIN. 12-IN. MIN.77-IN. MIN.12-IN. MIN. 45-IN. 18-IN. MIN. CONTRACTOR SHALL REPLACE GRASS AS REQUIRED CLEAN 3/4-IN STONE, TYP. FILTER FABRIC, TYP. (MIRAFI 140N OR APPROVED EQUAL) STORMWATER RETENTION SYSTEM. (STORM TEC CHAMBERS -SC-740 OR APPROVED EQUAL ) PREPARED

ACTOR SHALL REPLACE GRASS AS REQUIRED CLEAN 3/4-IN STONE, TYP. FILTER FABRIC, TYP. (MIRAFI 140N OR APPROVED EQUAL) STORMWATER RETENTION SYSTEM. (STORM TEC CHAMBERS -SC-740 OR APPROVED EQUAL ) PREPARED SUBGRADE, TYP. STORMWATER RETENTION SYSTEM NTS 4 1/4 INCH EXPANSION JOINT BETWEEN 6 INCH SIDEWALK 6 INCH SIDEWALK CONCRETE SIDEWALK IN DRIVEWAY - 6 INCHES THICK 1/4 INCH EXPANSION JOINT BETWEEN FULL WIDTH SIDEWALK AND CURB CURB LINE 1/4 INCH EXPANSION JOINT BETWEEN DRIVEWAY DETAIL NTS5 PAVERS PREPARED SUBGRADE AGGREGATE: OPEN-GRADED, CRUSHED, ANGULAR STONE 1-1/2" PERMEABLE BEDDING COURSE: OPEN-GRADED, CRUSHED, ANGULAR STONE; ASTM NO. 8 4" MIN. PERMEABLE BASE AGGREGATE: OPEN-GRADED, CRUSHED, ANGULAR ASTM NO. 57 CONCRETE PAVERS NTS6 24-IN SQUARE 6-IN (MIN) 6-IN (MIN) 8-IN (MIN) 12-IN SUMP STORM INLET NTS7 PRECAST CONCRETE BOX SECTION 4,000 PSI (MIN) FINISHED GRADE (REFER TO PLAN) FRAME AND GRATE 6-INCH THICK CRUSHED STONE PREPARED SUBGRADE ADJUST TO GRADE WITH BRICK COURSES AS REQUIRED (2 COURSE MIN, 4 COURSE MAX) REFER TO PLAN FOR PIPE SIZES AND INVERTS, TYP. SITE CONSTRUCTION DETAILS C105.00 TITLE: PROJECT: TAX LOT 33 - BLOCK 176.01 LOCATED IN THE CITY OF WEST ORANGE, ESSEX COUNTY 46 GREENWOOD AVENUE, WEST ORANGE, NJ 07631 DRAWING NUMBER: FRANK J. ROTONDA, PE, PP, CME 31 KIEL AVENUE, KINNELON, NJ 07045 T: 201-258-0174 Frank J. Rotonda, PE NJ LIC. NO. 38306 ISSUANCE DATEBY 4 APPROVAL APPROVED AS A VARIANCE BY THE ZONING BOARD OF THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NEW JERSEY AT REGULAR HEARING MEETING HELD ON_________________. DATE: ZONING BOARD CHAIRMAN DATE: ZONING BOARD SECRETARY DATE: BOROUGH ENGINEER