Full set 15 North Edgewood ave

CHKD 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 MAINTAINED THROUGH THE USE OF SILT FENCE. 9. THERE SHALL BE NO ADVERSE IMPACT ON ADJACENT NEIGHBORS. REVISION 6. 15" 104 1 2 3 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. Phone: 973-647-7820 106 4 5 BE 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 SF SF WILL N 37° 52' 00" E 104.00' IPFND. 102 curb EDGEWOOD (50') AVENUE NORTH SMH Rim 101.28 NJ Certificate of Authorization No. 24GA28293300 SMH Rim 101.28 THE APPLICANT SHALL COMPLY WITH THE BOROUGH'S TREE REMOVAL AND REPLACEMENT REQUIREMENTS. (1) STORMWATER DRYWELL GR. 106.0 ± (OVERFLOW GRATE) I.E. 104.0 BOTTOM 98.0 (BOTTOM OF DRYWELL) curb EDGEWOOD (50') AVENUE NORTH 5. curb 34.5' Asphalt Drive curb 204.09' 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. 2 - STORY FRAME 20.3' IPSET IPFND. 102 3 FT. ROOF OVERHANG (TYP.) No.11 108 4. 12. ALL ROOF LEADERS TO CONNECT TO SEEPAGE PITS. SF SF SF OH SF OH SF P.O.B. 110 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. 11. CONTRACTOR TO INSTALL SILT FENCE AROUND PERIMETER DURING CONSTRUCTION. PROPOSED ADDITIONS REFER TO ARCHITECTS PLAN SF SF SF SF S 52° 08' 00" E 156.84' SF 112 8.3' (1) STORMWATER DRYWELL GR. 110.0 ± (OVERFLOW GRATE) I.E. 106.0 BOTTOM 100.0 (BOTTOM OF DRYWELL) N 37° 52' 00" E 104.00' PROPOSED PAVER PATIO &

SF SF SF SF S 52° 08' 00" E 156.84' SF 112 8.3' (1) STORMWATER DRYWELL GR. 110.0 ± (OVERFLOW GRATE) I.E. 106.0 BOTTOM 100.0 (BOTTOM OF DRYWELL) N 37° 52' 00" E 104.00' PROPOSED PAVER PATIO & WALKWAY (TYP) slate steps cov. porch SILT FENCE (TYP.) 15" 104 FF 116.20 SF IPSET OH SILT ACCUMULATION PROVIDE KNOCKOUTS AS REQUIRED FOR 6" LEADER DRAIN 6" 2.5" MIN. CLEAN CRUSHED 36" STONE, WRAP IN FILTER FABRIC (MIRAFI 140S) 36" STONE ON SIDE AND 12" STONE ON BOTTOM 2.0 FT MIN 2.0 FT MIN 6" KE IRSTENOSTERKORNN ,JP ..o refssoina Elngniee& rPo refssoina LlandSuvreyo,r Lc2i.4GB42581 DIG 6 " DEEP TRENCH, BURY BOTTOM FLAP, TAMP IN PLACE SHT N.T.S. SP-1,3 OF 8 WEST ORANGE TOWNSHIP, ESSEX COUNTY, NEW JERSEY FENCE POST 8 FT ON CENTERS TAX MAP BLOCK 158, LOT 3 FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC SURVEY, PLOT PLAN, NOTES AND DETAILS DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE 6" DIA. PVC SCH 40 PIPE WITH CAP-INSPECTION PORT (AT GRADE) www.ooengineers.com E-mail: kosterkorn@o-o-inc.com SITE PREPARATION PLAN 15 EDGEWOOD AVE NORTH EXISTING CONDITIONS 22 Madison Heights Wyckoff, NJ 07481 curb curb Omland & Osterkorn, Inc. curb PLOT PLAN FOR 204.09' 2 - STORY FRAME 3. 10. CONTRACTOR TO CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE AS NECESSARY TO NOT IMPACT NEIGHBORING PROPERTIES OR PUBLIC RIGHT OF WAY. FF 112.33 2 - STORY GF FRAME 111.16 SF 106 P.O.B. 2 - STORY FRAME curb OH 1 08 No.17 SF 20.3' No.11 Asphalt Drive curb OH 34.5' 110 17.1' 114 No.15 slate steps cov. porch 112 12.4' 15.7' PROP. DOOR (TYP.) 2 - STORY GF FRAME 111.16 8.3' TW 115.5 BW 112.0 OH S 52° 08' 00" E 156.84' FF 116.20 TW 115.67 BW 112.0 SF 2 - STORY FRAME SF FF 112.33 No.15 No.17 EMERGENCY ESCAPE WINDOW AND IT IS COVERED SF 17.1' 114 NEW HEAT PUMP ON CONCRETE PAD DESIGNED AND INSTALLED BY OTHERS SF brick wall conc. SF brick walk TOTAL LIMIT OF DISTURBANCE = 4,700 SF 116 Area = 14,982 SF (0.3439 Ac.) ' 00" W N 59° 32 1' 164.6 sunroom PROPOSED DECK REFER TO ARCHITECTS PLANS ' 00" W N 59° 32 1' 164.6 FF 112.44 118 4" PVC ROOF LEADER SYSTEM TO CONNECT TO SEEPAGE PIT SF 116 15" 80.1' 80.1' Area = 14,982 SF (0.3439 Ac.) 120 SF 118 EXISTING SUNROOM, BRICK WALL AND CONCRETE TO BE REMOVED T.M. BLOCK

4 118 4" PVC ROOF LEADER SYSTEM TO CONNECT TO SEEPAGE PIT SF 116 15" 80.1' 80.1' Area = 14,982 SF (0.3439 Ac.) 120 SF 118 EXISTING SUNROOM, BRICK WALL AND CONCRETE TO BE REMOVED T.M. BLOCK 158 LOT 15" 3 SF 15" adj. shed IP SET 122 T.M. BLOCK 158 LOT 15" 3 120 X X 122 IP FND. X X REFER TO ARCHITECTURAL PLANS PREPARED BY OTHERS. 6 adj. shed IP SET 2. X X X BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON TAKEN FROM OMLAND & OSTERKORN, INC, DATED 4/19/24. ELEVATIONS ON ASSUMED DATUM. PROJ.:240402 DATE:7/29/24 CHKD:KO S 33° 27' 00" W X 83X.05' wood fenceX SF X X IP FND. X X X X X SF S 3 3° 27 ' 00" W X 83X.05' wood fenceX 1. DATE GENERAL NOTES: