ZB 22 08 Site Plan

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S 45°-39'-00" E 166.41' N 45°-39'-00" W 161.00' (161.39' DEED) LOT 22 LOT 20 MAIN STREET(55' WIDE) N 47°-13'-00" E 29.23' S 57°-36'-00" W 30.00 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S 45°-39'-00" E 166.41' N 45°-39'-00" W 161.00' (161.39' DEED) LOT 22 LOT 20 MAIN STREET(55' WIDE) UP N 47°-13'-00" E 29.23' BLOCK 109 LOT 21 SS SS SS SS SS SS SS W W W W W W W G G G G G G G S 57°-36'-00" W 30.00 X X X X X X X X X X X X X X X X X UP ( IN FEET ) 0 GRAPHIC SCALE 10 5 10 20 1 inch = 10 ft. ZONING SCHEDULE TABLE REGULATION REQUIRED EXISTING 3,750 SF EXISTING CONDITIONS PLAN SCALE 1" = 10' ZONE B-1 (TWO FAMILY RESIDENCE) MIN LOT AREA 1. ALL WORK SHALL BE DONE BETWEEN THE HOURS OUTLINED UNDER THE LOCAL ORDINANCE. 2. ALL INFORMATION SHOWN OR NOTED FOR EXISTING FACILITIES, GRADES, ROADWAYS AND MATERIALS ARE APPROXIMATE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL INFORMATION THAT MAY AFFECT HIS WORK. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXISTS PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR'S OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO CONSTRUCTION MEANS & METHODS, SEQUENCE, TECHNIQUES AND PROCEDURES NECESSARY FOR PERFORMING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. ALL GRADING OPERATIONS SHALL PROVIDE FOR POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND STRUCTURES AND SHALL ELIMINATE PONDING AREAS. 5. ALL EXISTING DEBRIS SHALL BE REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH MUNICIPAL AND LOCAL UTILITY COMPANY REQUIREMENTS. 6. THE CONTRACTOR IS NOT PERMITTED TO STOCKPILE EXCAVATED MATERIALS OVER ANY UTILITY LINES. THE STOCKPILED MATERIALS SHOULD BE PLACED SUFFICIENTLY AWAY FROM THE EDGE OF ANY EXCAVATION TO PREVENT CAVING OF THE TRENCH WALL AND TO PERMIT ADEQUATE ACCESS ALONG THE TRENCH. 7. ANY EXISTING IMPERVIOUS SURFACES NOT TO REMAIN SHALL BE RESTORED WITH A MINIMUM OF 5" TOPSOIL SEED AND MULCH. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL MATERIALS EXCAVATED OF WHATEVER NATURE AT HIS OWN EXPENSE, THE CONTRACTOR MUST NOT DEPOSIT THE EXCESS MATERIALS WITHIN MUNICIPAL PROPERTY LIMITS WITHOUT EXPRESS PERMISSION FROM THE MUNICIPALITY. MATERIALS MUST BE DISPOSED IN ACCORDANCE WITH APPROVED NJDOT, NJDEP METHODS

TOR MUST NOT DEPOSIT THE EXCESS MATERIALS WITHIN MUNICIPAL PROPERTY LIMITS WITHOUT EXPRESS PERMISSION FROM THE MUNICIPALITY. MATERIALS MUST BE DISPOSED IN ACCORDANCE WITH APPROVED NJDOT, NJDEP METHODS AND MEANS. 9. ALL LANDSCAPED AREAS WILL BE MAINTAINED WITH EITHER GRASS OR GROUND COVERED. GENERAL NOTES EXISTING CURB PROPOSED SETBACK LINE EXISTING BOUNDARY LINE LEGEND PROPOSED 4,779 SF 4,779 SF 75 FTMIN LOT WIDTH 30/29.23 FT 30 FTMIN FRONT YARD 30 FT 8/10 FTMIN SIDE YARDS 3.1'/3.1 30 FTMIN REAR YARD -- 63 FT/64.1 FT 2.5MAX NUMBER OF STORIES -- 2.5 35 FTMAX BLDG HEIGHT -- 35' 60%MAX LOT COVERAGE (BLDG) -- 32% 75%MAX LOT COVERAGE (IMPROVEMENT) 0.04% 45.6% 30 FT/29.23 FT -- -- EXISTING SPOT ELEVATION X X EXISTING FENCE PROPOSED ROOF DRAIN PIPE PROPOSED SPOT ELEVATION DESCRIPTIONDATEREV.N.J.PROFESSIONAL ENGINEER, LICENSE No. 24GE04562600 830 NORTH AVENUE WEST WESTFIELD, NEW JERSEY 07090 PHONE No. 908 296-3956 SANDRA CACERES, P.E. DATE: NEW TWO FAMILY DWELLING 156 MAIN STREET BLOCK 89, LOT 21 TOWNSHIP OF WEST ORANGE ESSEX COUNTY, NEW JERSEY 07052 No.: JULY 29, 2022 SC21-06 DRAWN: CDA SCALE: 1" = 10' SHEET No.: EXISTING & PROPOSED CONDITIONS, GRADING, NOTES, DETAILS & ZONING CHART * * * PRE-EXISTING CONDITIONSNOTES: 2 OF 4 ** ** VARIANCE REQUIRED W W W SS SS G G G PROPOSED GAS LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER SERVICE LINE PROPOSED 6' HIGH PVC FENCE PROPOSED CONDITIONS PLAN SCALE 1" = 10' ALL EXISTING CONCRETE, ALONG SOUTH-WEST PROPERTY LINE TO BE REMOVED UPON AGREEMENT WITH PROPERTY OWNER OF LOT 22 EXISTING STEPS TO BE REMOVED EXISTING CONCRETE CURB & SIDEWALK TO BE REMOVED AND REPLACE AS SHOWN ON THE PROPOSED CONDITION PLAN TO REMAIN TO REMAIN TO REMAIN TO BE REMOVED AND REPLACE. WHERE SHOWN ON THE PROPOSED CONDITIONS PLAN. CONTRACTOR TO PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION MEET EXISTING CONCRETE CURB GRADES (TYP.) EXISTING GRASS AREA TO BE REMOVE, FOR APRON INSTALLATION. (SEE PROPOSED CONDITIONS) EXISTING GRATE AND CURB PIECE TO BE REMOVED AND REPLACED WITH DRIVEWAY ACCESS PLATE. (SEE DETAIL SHEET) MEET EXISTING GRADES (TYP.) PROPOSED DEPPRESSED CURB, TRANSITION CURB TO MEET EXISTING FULL HEIGHT CURB GRADE (TYP.) NEW 4' WIDE CONCRETE SIDEWALK (SEE DETAIL SHEET) PROPOSED 16' WIDE PAVED DRIVEWAY PROPOSED GAS SERVICE LINE PROPOSED WATER SERVICE LINE PROPOSED SANITARY SEWER LATERAL PROPOSED 6' HIGH PVC FENCE STYLE AND COLOR BY OWNER 3'

IDEWALK (SEE DETAIL SHEET) PROPOSED 16' WIDE PAVED DRIVEWAY PROPOSED GAS SERVICE LINE PROPOSED WATER SERVICE LINE PROPOSED SANITARY SEWER LATERAL PROPOSED 6' HIGH PVC FENCE STYLE AND COLOR BY OWNER 3' GATE TO ACCESS REAR YARD PROPOSED 6' HIGH PVC FENCE TO MEET EXISTING NEIGHBOR'S FENCE PROPOSED STEPPING STONES AS NEEDED (TYP.) PROPOSED RETAINING WALL. FOR DETAILS SEE SHEET 4 (TYP.) BOTH SIDES OF DRIVEWAY DRIVEWAY EDGE & RETAINING WALL AT SAME LOCATION (PAVEMENT GO TO WALL) NEW CONCRETE APRON. SEE DETAIL SHEET INSET 'A' DETAIL N.T.S. SEE INSET 'A' THIS SHEET STAIRS FOOTING RETAINING WALL. SEE SHEET 4 FOR DETAILS RETAINING WALL HOUSE FOOTING FOUNDATION PROPOSED 8' DIAMETER DRY WELL, SEE DETAILS 4" DIAMETER OVERFLOW PIPE @ 5% SLOPE