2022 09 22 46 Greenwood Ave Site Application

N.A.D. 83 (2011) NORTH X X X X X X LAWN/LANDSCAPE, TYP. CONCRETE PAVEMENT, TYP CONCRETE PAVERS, TYP. STAIRS, TYP. CONCRETE SITE WALL, TYP. BFE 477.00 FFE 486.00 BFE 477.00 FFE 486.00 8.0-FT 8.0-FT 10.0-FT DRIVEWAY 20.9-FT CONCRETE SIDEWALK, TYP. 30.3-FT PROPOSED SINGLE FAMILY RESIDENCE 30-FT F.Y.S.B. 30-FT R.Y.S.B. 29.5-FT 8-FT S.Y.S.B. 10-FT S.Y.S.B. 25.6-FT 200.0-FT. SITE PLAN SITE PLAN C101.00 1 100 SCALE IN FEET 2 410 SITE ENGINEERING PLAN FOR: BLOCK 176.01 LOT 33 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY MARK KIBUTU 48 GREENWOOD AVENUE WEST ORANGE, NEW JERSEY 07052 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 REQUIRED APPROVALS TOWNSHIP OF WEST ORANGE 1. SUBJECT PROPERTY IS KNOWN AS LOT 33 IN BLOCK 176.01 AND CONSISTS OF 7,114-SF (0.163-AC). 2. EXISTING BOUNDARY, STRUCTURES, TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY BREVARD SURVEYING & MAPPING, LLC DATED DECEMBER 8, 2020. USGS AREA MAP NTS PROJECT SITE 200 - FT RADIUS MAP 1"=100' 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

N.A.D. 83 (2011) NORTH X X X X X X INSTALL SILT FENCE, TYP. EXISTING TREE SHALL BE REMOVED, TYP. INSTALL CONSTRUCTION ENTRANCE, TYP. SOIL EROSION AND SEDIMENT CONTROL PLAN SOIL EROSION AND SEDIMENT CONTROL PLAN 100 SCALE IN FEET 2 410 SITE ENGINEERING PLAN FOR: BLOCK 176.01 LOT 33 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY GENERAL NOTES: 1. EXISTING BOUNDARY, STRUCTURES, TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY BREVARD SURVEYING & MAPPING, LLC DATED DECEMBER 8, 2020. 2. ALL ELEVATIONS SHOWN ON THIS SURVEY REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SOIL AND SEDIMENT EROSION CONTROL NOTES: 1. ALL SOIL EROSION CONTROL PRACTICES SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY (NJ STANDARDS) AND SHALL BE INSTALLED IN THE PROPER SEQUENCE AND MAINTAINED UNTIL PERMANENT STABILIZATION IS ESTABLISHED. 2. ANY DISTURBED AREA THAT WILL BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TO CONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND MULCHING. IF THE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREA SHALL BE MULCHED WITH SALT HAY OR EQUIVALENT AND BOUND IN ACCORDANCE WITH THE NJ STANDARDS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER). 3. D METHODS (I.E. PEG AND TWINE, MULCH NETTING, OR LIQUID MULCH BINDER. 4. THE SITE SHALL AT ALL TIME BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTED TO SOIL EROSION AND SEDIMENT CONTROL FACILITIES. 5. SOIL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED ON A REGULAR BASIS, INCLUDING AFTER EVERY STORM EVENT. 6. A CRUSHED STONE, VEHICLE WHEEL-CLEANING BLANKET WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS ROAD INTERSECTS ANY PAVED ROADWAY. SAID BLANKET WILL BE COMPOSED OF 1-IN TO 3-IN CRUSHED STONE WITH A 6-IN DEPTH AND SHALL BE AT LEAST 30-FT BY 100-FT AND SHOULD BE UNDERLAIN WITH A SUITABLE SYNTHETIC SEDIMENT FILTER FABRIC AND MAINTAINED DURING CONSTRUCTION. 7. DRIVEWAYS MUST BE STABILIZED WITH 1-IN TO 3-IN CRUSHED STONE OR SUBBASE PRIOR TO INDIVIDUAL LOT CONSTRUCTION. 8. ALL SOIL WASH TREED, DROPPED, SPILLED OR TRACKED OUTSIDE THE LIMIT OF DISTURBANCE OR ONTO PUBLIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 9. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 30-1 OF

LIC RIGHT-OF-WAYS, WILL BE REMOVED IMMEDIATELY. PAVED ROADWAYS MUST BE KEPT CLEAN AT ALL TIMES. 9. CATCH BASIN INLETS WILL BE PROTECTED WITH AN INLET FILTER DESIGNED IN ACCORDANCE WITH SECTION 30-1 OF NJ STANDARDS. 10. STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOME OPERATIONAL. 11. DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT CONTROL BAG OR OTHER APPROVED FILTER IN ACCORDANCE WITH SECTION 14-1 OF THE NJ STANDARDS. 12. DUST SHALL BE CONTROLLED VIA THE APPLICATION OF WATER, CALCIUM CHLORIDE OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 16-1 OF THE NJ STANDARDS. 13. TREES TO REMAIN AFTER CONSTRUCTION ARE TO BE PROTECTED WITH A SUITABLE FENCE INSTALLED AT THE DRIP LINE OR BEYOND IN ACCORDANCE WITH SECTION 9-1 OF THE NJ STANDARDS. 14. THE PROJECT OWNER SHALL BE RESPONSIBLE FOR ANY EROSION OR SEDIMENTATION THAT MAY OCCUR BELOW STORMWATER OUTFALLS OR OFF-SITE AS A RESULT OF CONSTRUCTION ACTIVITIES. C102.00 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 2 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

N.A.D. 83 (2011) NORTH X X X X X X BFE 477.00 FFE 486.00 BFE 477.00 FFE 486.00 CATCH BASIN -2 RIM = 490.00 INV = 488.00 SUMP = 487.00 8-IN PVC @ 1.0%, TYP. 38-LF OF STORM TEC CHAMBERS (MC-3500) OR APPROVED EQUAL STORMWATER RETENTION SYSTEM CATCH BASIN -2 RIM = 475.00 INV = 473.00 SUMP = 472.00 8-IN PVC @ 1.0%, TYP. 25-LF OF STORM TEC CHAMBERS (MC-3500) OR APPROVED EQUAL STORMWATER RETENTION SYSTEM PROPOSED SINGLE FAMILY RESIDENCE 30-LF OF STORM TEC CHAMBERS (MC-3500) OR APPROVED EQUAL STORMWATER RETENTION SYSTEM ROOF LEADER ROOF LEADER SITE GRADING AND DRAINAGE PLAN 100 SCALE IN FEET 2 410 SITE ENGINEERING PLAN FOR: BLOCK 176.01 LOT 33 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY GENERAL NOTES: 1. EXISTING BOUNDARY, STRUCTURES, TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY PREPARED BY BREVARD SURVEYING & MAPPING, LLC DATED DECEMBER 8, 2020. 2. ALL ELEVATIONS SHOWN ON THIS SURVEY REFER TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SITE GRADING AND DRAINAGE PLAN C103.00 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 3 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

STEEP SLOPE MAP SITE ENGINEERING PLAN FOR: BLOCK 176.01 LOT 33 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY C104.00 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 2 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 STEEP SLOPE MAP

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