240402 15 North Edgewood Ave West Orange PLOT 2024 12 03

SMH Rim 101.28 IP GF 111.16 FF 116.20 IP FF 112.33 15" 15" 15" X X X X X X X X X X curb curb curb Asphalt Drive slate cov. porch No.15 2 - STORY FRAME adj. shed EDGEWOOD (50') AVENUE NORTH 204.09' 8.3' 34.5' wood fence No.17 2 - STORY FRAME No.11 2 - STORY FRAME 103 103104 105 106 107 108 109 110 111 112 114 115 116 117 118 119 120 121 122 123 20.3' N 59° 32' 00" W 164.61' N 37° 52' 00" E 104.00' S 52° 08' 00" E 156.84' S 33° 27' 00" W 83.05' P.O.B. 102 steps LOT 3 T.M. BLOCK 158 OH OH OH 17.1' Area = 14,982 SF (0.3439 Ac.) IP IP SET SET FND. FND. PROPOSED PAVER PATIO & WALKWAY (TYP) PROPOSED ADDITIONS REFER TO ARCHITECTS PLAN PROPOSED DECK REFER TO ARCHITECTS PLANS 80.1' EMERGENCY ESCAPE WINDOW AND IT IS COVERED TW 115.5 BW 112.3 TW 115.67 BW 112.5 4" PVC ROOF LEADER SYSTEM TO CONNECT TO SEEPAGE PIT SILT FENCE (TYP.) TOTAL LIMIT OF DISTURBANCE = 4,875 SF PROP. DOOR (TYP.) 12" YARD INLET (TYP.) SET AT GRADE 15.7' 3 FT. ROOF OVERHANG (TYP.) 12.4' (2) STORMWATER DRYWELLS GR. 110.0 ± (INSPECTION PORT) I.E. 106.0 BOTTOM 100.0 (BOTTOM OF DRYWELL) NEW HEAT PUMP ON CONCRETE PAD DESIGNED AND INSTALLED BY OTHERS x 112.5 x 112.5 x 112.1 x 112.0 TW 113.0 BW 112.1 SLOPE IN AREA OF DISTURBANCE = 8.3% x 116.0 114.0 x SFSF SFSF SF SF SF SF SF SF SF SF SF SF SF CONTRACTOR ACCESS 6" PVC OVERFLOW PIPE TO CURB SMH Rim 101.28 IP GF 111.16 FF 116.20 IP FF 112.33 FF 112.44 15" 15" 15" X X X X X X X X X X curb curb curb Asphalt Drive slatecov. porch sunroom conc. brick wall No.15 2 - STORY FRAME adj. shed EDGEWOOD (50') AVENUE NORTH 204.09' 8.3' 34.5' wood fence No.17 2 - STORY FRAME No.11 2 - STORY FRAME 103 103 104 105 106 107 108 109 110 111 112 114 115 116 117 118 119 120 121 122 123 brick walk 20.3' N 59° 32' 00" W 164.61' N 37° 52' 00" E 104.00' S 52° 08' 00" E 156.84' S 33° 27' 00" W 83.05' P.O.B. 102 steps LOT 3 T.M. BLOCK 158 OH OH OH 17.1' Area = 14,982 SF (0.3439 Ac.) IP IP SET SET FND. FND. EXISTING SUNROOM, BRICK WALL AND CONCRETE TO BE REMOVED 80.1' 6" 6" 2.0 FT MIN 2.0 FT MIN N.T.S. FENCE POST 8 FT ON CENTERS FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE DIG 6 " DEEP TRENCH, BURY BOTTOM FLAP, TAMP IN PLACE SILT ACCUMULATION REV PER ENG LTR DATED 11/13/24 12/03/24 SITE PREPARATION PLAN PLOT PLAN FOR 15 EDGEWOOD AVE NORTH SURVEY, PLOT PLAN, NOTES AND DETAILS SOIL MOVEMENT

, BURY BOTTOM FLAP, TAMP IN PLACE SILT ACCUMULATION REV PER ENG LTR DATED 11/13/24 12/03/24 SITE PREPARATION PLAN PLOT PLAN FOR 15 EDGEWOOD AVE NORTH SURVEY, PLOT PLAN, NOTES AND DETAILS SOIL MOVEMENT CALCULATION CUTS: NEW WALL/PATIO - 35 C.Y. NEW SEEPAGE PITS - 70 C.Y. TOTAL CUT - 105 C.Y. ALL SOIL TO BE REMOVED FROM SITE GENERAL NOTES: 1. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON TAKEN FROM OMLAND & OSTERKORN, INC, DATED 4/19/24. ELEVATIONS ON ASSUMED DATUM. 2. REFER TO ARCHITECTURAL PLANS PREPARED BY OTHERS. 3. THE ENGINEER SIGNING THIS PLAN IS NOT QUALIFIED TO MAKE A DETERMINATION AS TO THE PRESENCE OR ABSENCE OF WETLANDS. THEREFORE, NO STATEMENT IS BEING MADE OR IMPLIED BY THE FACT THAT NO EVIDENCE OF WETLANDS OR WETLAND TRANSITION AREAS (BUFFERS) ARE SHOWN ON THIS PLAN. 4. LOCATIONS OF UTILITIES WERE BASED ON ABOVE GROUND OBSERVATION AND ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATION IN FIELD WITH UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. THE APPLICANT SHALL COMPLY WITH THE BOROUGH'S TREE REMOVAL AND REPLACEMENT REQUIREMENTS. 6. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. 7. ALL AREAS BEING GRADED AND WHERE SOIL IS BEING SPREAD ACROSS THE YARD SHALL BE TOP SOILED AND SEEDED IMMEDIATELY FOLLOWING GRADING OPERATIONS. 8. SURFACE RUNOFF DURING CONSTRUCTION WILL BE MAINTAINED THROUGH THE USE OF SILT FENCE. 9. THERE SHALL BE NO ADVERSE IMPACT ON ADJACENT NEIGHBORS. 10. CONTRACTOR TO CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AS NECESSARY TO NOT IMPACT NEIGHBORING PROPERTIES OR PUBLIC RIGHT OF WAY. 11. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER DURING CONSTRUCTION. 12. FRONT AND SIDE ROOF LEADERS TO CONNECT TO SEEPAGE PITS. 13. THE APPLICANT IS RESPONSIBLE FOR ENSURING THAT THE DRYWELL IS REGULARLY AND EFFECTIVELY MAINTAINED WITHOUT NEGATIVE IMPACTS TO NEIGHBORING PROPERTIES. NOTE: ALL EXISTING UTILITIES TO BE UTILIZED UNDER PROPOSED CONDITION. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES AND CONFIRM TIE IN LOCATIONS AND NOTIFY ENGINEER OF RECORD IF ANY ISSUES ARISE. 6" LEADER DRAIN AS REQUIRED FOR PROVIDE KNOCKOUTS 36"2.5" MIN. CLEAN CRUSHED STONE, WRAP IN FILTER FABRIC (MIRAFI 140S) 36" STONE ON SIDE AND 12" STONE ON BOTTOM 6" DIA. PVC SCH 40 PIPE WITH CAP-INSPECTION PORT (AT GRADE) SHT OF 2 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED

LTER FABRIC (MIRAFI 140S) 36" STONE ON SIDE AND 12" STONE ON BOTTOM 6" DIA. PVC SCH 40 PIPE WITH CAP-INSPECTION PORT (AT GRADE) SHT OF 2 THIS DRAWING AND ALL INFORMATION CONTAINED HEREIN IS AUTHORIZED FOR USE ONLY BY THE PARTY FOR WHOM THE WORK WAS CONTRACTED OR TO WHOM IT IS CERTIFIED. THIS DRAWING MAY NOT BE COPIED, REUSED, DISCLOSED, DISTRIBUTED OR RELIED UPON FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN CONSENT OF OMLAND & OSTERKORN, INC. ALL RIGHTS RESERVED E-mail: kosterkorn@o-o-inc.com DATE: PROJ.:Omland & Osterkorn, Inc. www.ooengineers.com REVISION DATE CHKD 1 3 4 5 6 CHKD: 22 Madison Heights Wyckoff, NJ 07481 Phone: 973-647-7820 KIERSTENOSTERKORN,N.J.ProfessionalEngineer&ProfessionalLandSurveyor, Lic.24GB42581 No. 24GA28293300 NJ Certificate of Authorization 8 SP-1,3 240402 7/29/24 KO WEST ORANGE TOWNSHIP, ESSEX COUNTY, NEW JERSEY TAX MAP BLOCK 158, LOT 3 EXISTING CONDITIONS NOTE: CONTRACTOR TO CALL NJ ONE CALL AND TOWNSHIP DPW FOR ALL UTILITY MARKOUTS. CONTRACTOR TO CONTACT OMLAND & OSTERKORN TO SCHEDULE TESTPIT