9 24 24 691 EagleRock ZBA2402 Plans REV3 Per 81524 Hearing

REMOVED TREE TO BE REMOVED TREE TO BE 55'-0" BUILDING 40'-1" REAR YARD 30'-0" FRONT YARD 10'-0" S.Y. 32'-0" BUILDING 8'-0" S.Y. 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 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 X X X X X X X X X X X X X X X X X X X X X X X S 29° 58' 00" W 125.00' N 29° 58' 00" E 125.00' N 59° 25' 00" W 50.00' S 59° 25' 00" E 50.00' EAGLE ROCK AVENUE (60' WIDE R.O.W.) 24'-0" 18'-0" DEPRESSED CURB 8'-0" PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' FENCE 6' HT. VINYL IRON FENCE 4' HT. WROUGHT X X X 15'-8" 18'-2" S S S S S S S S S NEW 6"Ø PVC SEWER LINE S S S S S S S S S S S S S S S S S EAGLE ROCK AVENUE (60' WIDE R.O.W.) SEEPAGE PIT (3) 6'-0"HT x 6'-6" Ø 6" Ø SCH. 40 TO SEEPAGE PIT 2'-0" Ø GRAVEL PIT S S S 456.34 456.17 454.80 TC = 454.06 BC = 453.89 454.39 454.47 PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' 457.25 460.58 460.71 461.03 456.84 NEW 6"Ø PVC OVERFLOW PIPE TO STORM DRAIN INLET SHRUMP PLACE (50' WIDE R.O.W.) S S S S S S S S S S S S S S 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 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 X X X X X X X X X X X X X X X X X X X X X X X L2 2 FC 1 FC 0.5 FC L2 2 FC 1 FC 0.5 FC L2 2 FC 1 FC 0.5 FC L2 2 FC 1 FC 0.5 FC EAGLE ROCK AVENUE (60' WIDE R.O.W.) PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' FENCE 6' HT. VINYL IRON FENCE 4' HT. WROUGHT X X X THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF EVANS ARCHITECTS AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF EVANS ARCHITECTS. ALL RIGHTS RESERVED © 2023 EVANS ARCHITECT REV COMMENT DATEDRW BY SHEET NUMBER MATTHEW G. EVANS ARCHITECT PLANNER R.A. LIC. NO. 13803 P.P. LIC. NO. 5662 EVANS ARCHITECTS AIA M A T T H E W G. E V A N S ARCHITECT - PROFESSIONAL PLANNER 470 CHAMBERLAIN AVENUE PATERSON NEW JERSEY 07522 9 7 3 9 4 2 - 9 0 2 0 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM CRR SITE PLAN S-1 SCALE 1" = 15'-0" EXISTING SITE PLAN NOTES: ALL WORK SHALL CONFORM TO CITY STANDARDS. PROPERTY

NEW JERSEY 07522 9 7 3 9 4 2 - 9 0 2 0 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM CRR SITE PLAN S-1 SCALE 1" = 15'-0" EXISTING SITE PLAN NOTES: ALL WORK SHALL CONFORM TO CITY STANDARDS. PROPERTY FRONTAGES WITH THE FINAL DETERMINATION BY THE DEPARTMENT OF ENGINEERING OF THE CITY OF WEST ORANGE 1.) NEW CURBS AND SIDEWALKS SHALL BE CONSTRUCTED AT ALL THE CITY'S 911 LOCATABLE ADDRESS ORDINANCE. 2.) ADDRESSES SHALL BE DISPLAYED SO AS IN CONFORMANCE WITH BALLED AND BURLAPPED. 18. TREES SHALL BE PLANTED AT A MIN. INITIAL SIZE OF 3" CALIPER 17. ALL LANSCAPE SHALL BE MAINTAINED BY OWNER. 1. ALL MATERIALS TO BE TYPE AND SIZE AS LISTED LANDSCAPING NOTES: UNLESS OTHERWISE APPROVED,. 4. EXISTING TREES AND SHRUBS SHALL REMAIN WHEREVER POSSIBLE. 2. TREES AND SHRUBS TO BE IN ACCORDANCE WITH THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN) STANDARDS REGARDING SIZE AND QUALITY. 3. CALIPER MEASURED 1 FT. ABOVE TRUNK CROWN. 5. PLANTS ARE TO BE PLANTED UPRIGHT IN A DIRECTION SO AS TO PROVIDE BEST APPEARENCE IN RELATIONSHIP TO ADJACENT AREAS. 6. TREES SHALL BE SUPPORTED INMEDIATLY AFTER PLANTING, (REFER TO DETAILS). 7. PLANTING PITS ARE TO BE PREPARED TO A MINIMUM DEPTH OF 12" AND PITS ARE TO HAVE A MINIMUM OF 9" OF GOOD TOPSOIL. LAWN AREAS ARE TO HAVE A MINIMUM OF 6" (4" FOR SOD) OF TOPSOIL. 8. TREE PITS, PLANT BEDS, AND GROUND COVER AREAS SHALL BE MULCHED WITH A MINIMUM DEPTH OF 3" (AFTER SETTLEMENT) OF SHREDDED HARDWOOD MULCH. 9. PROVIDE NEW OR AMENDED TOPSOIL BACK FILL FOR ALL NEWLY PLANTED MATERIAL ORGANIC MATTER CONTENT=5% MINIMUM, PH RANGE BETWEEN 5.0 - 6.5 INCLUSIVE, FREE OF STONES 1" OR GREATER AND FREE OF ALL DEBRIS AND EXTRANEOUS MATERIALS. 10. CHEMICAL FERTILIZERS TO BE DERIVED FROM ORGANIC SOURCES AND APPLIED IN ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS. 11. ALL OPEN SPACES SHALL BE SEEDED OR SODDED AS NOTED ON PLAN. 12. LANDSCAPING PLAN IS DIAGRAMATIC. PLANT LOCATIONS MAY BE ADJUSTED FOR FIELD CONDITIONS WITH PRIOR APPROVAL. 13. THE CONTRACTOS MUST VERIFY LOCATION OF ALL UNDERGROUND UTYLITIES PRIOR TO ANY IMPLEMENTATION. 14. ANY DISCREPANCIES AND/OR INCONSISTENCIES ARE TO BE BROUGHT TO THE CITY FOR REVIEW AND RESOLUTION. 15. ALL LANDSCAPING NOT SURVIVING FOR A PERIOD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIES. 16. STREET TREES SHALL BE BRANCHED AT 7 FT. 5 3 10 .2 .5 75 60 15 30 0 45 1 15 60 45 30 015 3015 45 60 F.C FT. FT. NTS L1 100

OD OF ONE YEAR SHALL BE REPLACED WITH THE SAME OR EQUIVALENT SIZE SPECIES. 16. STREET TREES SHALL BE BRANCHED AT 7 FT. 5 3 10 .2 .5 75 60 15 30 0 45 1 15 60 45 30 015 3015 45 60 F.C FT. FT. NTS L1 100 W. FLOOD LIGHT W/ MOTION DETECTOR ELECTRICAL SCHEDULE ILLUMINATION DIAGRAM L-1: LIGHTOLIER MODEL 4836BZ WALL MOUNTED LAMP MOUNTED 8'-0" ABOVE PAVEMENT 2 LT .7W COMPACT FLUORECENT LAMPS OR EQ. W/ MOTION DETECTOR JUNIPER CONFERTA PLANTING LIST: ZELKOVA SERRATA GREEN VASE BOTANICAL NAMEKEY J ZV BRANCHED AT 7 FEET COMMON NAME GREEN VASE ZELKOVA SHORE JUNIPER PLANTED SIZE 15"-18" 3-1/2" ~ CALIPER MIN. 3'-0" WROUGHT IRON FENCE (T.Y.P.) 5'-0" VIYNL FENCE (T.Y.P.) 4"X4" IRON POST BARBERRYBRT BERBERIS THUNBERGII 36" MAX. GOLDEN DAYBREAK. PLANTING NOTES: - ALL SHRUBS SHALL HAVE A MINIMUM HEIGHT AND INITIAL SPREADS OF - ALL NEW STREET TREES SHALL BE PLANTED IN 4'X4' TREE PITS AT THE CURB LINE SHALL BE BRANCHED AT 7'-0". - ARE TO RECEIVE SEEDING AFTER FINAL GRADING. - ALL STAKING AND GUY WIRES ATTACHED TO THE TREES WILL BE REMOVED BY THE - ALL TREE PITS SHALL HAVE A 4' X 4' OPENING IN PAVEMENT WITH THE TOP LAYER 24" AND SHALL BE EITHER BALLED AND BAGGED OR DELIVERED IN 2 GALLON CONTAINERS. DEVELOPER AFTER ONE YEAR FROM INITIAL PLANTING. COVERED WITH SAND AND CONCRETE BRICK PAVERS LEVEL W/ SIDEWALK. ALL TREES SHALL BE PLANTED AT MINIMUM INITIAL SIZE OF 3" - 3-1/2" CALIPER AND UTILITY NOTES (AS APPLICABLE): 1. NEW SERVICE INSTALLATION REQUIRES EXISTING SERVICES TO BE TERMINATED PER DEPARTMENT GUIDELINES. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH THE DEPARTMENT OF WATER AND SEWER UTILITIES TO OBTAIN PERMITS AND SCHEDULE OF THE DISCONTINUANCE OF WATER AND SEWER SERVICE. EXISTING SEWER SERVICE SHOULD BE CAPPED AT THE CURB AND EXISTING WATER SERVICE SHOULD BE TERMINATED AT THE MAIN PRIOR TO THE INSTALLATION OF ANY NEW UTILITIES. COORDINATION WITH THE DEPARTMENT'S INSPECTOR TO CONFIRM DOCUMENTATION OF THE ACTUAL DISCONTINUANCE OF SERVICE IS REQUIRED. 2. WATER AND SEWER UTILITIES NEED TO BE METERED WHERE THE UTILITIES ENTER THE BUILDING. 3. REQUIRED MINIMUM HORIZONTAL AND VERTICAL CLEARANCES FOR WATER AND SEWER UTILITIES, AND COVER REQUIREMENTS ARE TO BE MAINTAINED. 4. A HYDRAULIC FLOW TEST (HFT) NEEDS TO BE PERFORMED TO ENSURE THAT THE WATER SERVICE AND PRESSURE (PSI) PROVIDED FOR THIS PROJECT IS SUFFICIENT FOR DOMESTIC WATER SUPPLY AND FIRE PROTECTION (IF REQUIRED)

HYDRAULIC FLOW TEST (HFT) NEEDS TO BE PERFORMED TO ENSURE THAT THE WATER SERVICE AND PRESSURE (PSI) PROVIDED FOR THIS PROJECT IS SUFFICIENT FOR DOMESTIC WATER SUPPLY AND FIRE PROTECTION (IF REQUIRED) PER DEPARTMENT STANDARDS. 5. DOMESTIC AND FIRE SERVICES MUST BE METERED SEPARATELY. FIRE SERVICE LINES MUST HAVE A BACKFLOW PREVENTER (RPZ) AND MUST BE VERIFIED BY THE WATER AND SEWER DEPARTMENT AND INSPECTED BY THE FIRE DEPARTMENT. AN ACCEPTABLE MINIMUM OF 4" DIP CLASS 52 WATER LINES CAN BE USED FOR FIRE LINES. 6. OVERLAND FLOW OF STORMWATER RUNOFF OVER SIDEWALKS AND DRIVEWAYS IS NOT PERMITTED. 7. IF ANY STORMWATER RUNOFF DRAINAGE PROBLEMS OCCUR ON THE PROPERTY AND/OR NEIGHBORING PROPERTIES, IT WILL BE THE APPLICANT'S RESPONSIBILITY TO REMEDY THE DRAINAGE ISSUE. 8.THE STORMWATER COLLECTION SYSTEM SHALL BE MAINTAINED BY THE PROPERTY OWNER REGULARLY TO ENSURE THAT THE FACILITY OPERATES AT DESIGN CAPACITY. 9. AN ANALYSIS OF THE SOIL SURROUNDING THE PROPOSED STORMWATER COLLECTION SYSTEM NEEDS TO BE PERFORMED TO CONFIRM THAT EXISTING SOILS CAN SUPPORT THE PROPOSED SYSTEM. A COPY OF THE ANALYSIS SHALL BE FORWARDED TO THE DEPARTMENT OF WATER AND SEWER UTILITIES. SHOULD EXISTING SOILS BE UNSUITABLE, OR ROCK IS ENCOUNTERED, AN ALTERNATE METHOD WILL BE DESIGNED AND SUBMITTED FOR REVIEW. 10. ALL WATER AND SANITARY SEWER STRUCTURES/ FACILITIES MUST CONFORM TO THE CITY OF WEST ORANGE STANDARD. 11. TAPPING VALVES FOR FIRE SERVICE SHALL BE CITY OF WEST ORANGE STANDARD, OPENING IN A CLOCKWISE DIRECTION AND HAVE A PRESSURE OF 200 PSI. SCALE 1" = 15'-0" PROPOSED SITE PLAN SCALE 1" = 15'-0" PROPOSED GRADING PLAN / DRAINAGE PLAN SCALE 1" = 15'-0" PROPOSED LIGHTING / LANDSCAPING PLAN PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ 12.18.23 SURVEY NOTES: FOR FURTHER INFORMATION REFER TO SURVEY PREPARED BY TEL. (844) 787-8399 AMERICAN LAYOUT FREEHOLD, N.J. 07728 922 NJ-33 SUITE 3 DATE: 12-14-2023 1 COMMENT AS PER MUNICIPAL ENGINEER04.18.24CRR 2 RESUBMISSION07.08.24CRR SLOPE CALCULATIONS: ELEVATION: 458 ELEVATION: 457 DISTANCE: 20' SLOPE: 1ft / 20' = 0.050 % ELEVATION: 457 ELEVATION: 456 DISTANCE: 24' SLOPE: 1ft / 42' = 0.042 % ELEVATION: 456 ELEVATION: 455 DISTANCE: 8' SLOPE: 1ft / 8' = 0.125 % ELEVATION: 455 ELEVATION: 454 DISTANCE: 6' SLOPE: 1ft / 6' = 0.167 % Site Area - Existing Total 6,250 ft2 = 0.143 Acres

' = 0.042 % ELEVATION: 456 ELEVATION: 455 DISTANCE: 8' SLOPE: 1ft / 8' = 0.125 % ELEVATION: 455 ELEVATION: 454 DISTANCE: 6' SLOPE: 1ft / 6' = 0.167 % Site Area - Existing Total 6,250 ft2 = 0.143 Acres Existing Site Area - Existing Building/imp.0 ft2 = 0.000 Acres Existing Impervious Existing landscaping 6,250 ft2 = 0.143 Acres Grass/ yard 3,287 ft2 = 0.075 Acres Proposed Impervious 2,963 ft2 = 0.068 Acres New Total Impervious 25year 2 year Ex'g. Grass Q=ACI Ex'g Grass Q=ACI C = 0.25 tc = 10 min C = 0.25 tc = 10 min A = 0.143 i = 6.6 "/hr A = 0.143 i = 4.2 "/hr Q = 0.143 X 0.25 X 6.6 = 0.237 Q = 0.143 X 0.25 X 4.2 = 0.151 cfs cfs Ex'g Impervious Q=ACI Ex'g Impervious Q=ACI C = 0.99 tc = 10 min C = 0.99 tc = 10 min A = 0.000 i = 6.6 "/hr A = 0.000 i = 4.2 "/hr Q = 0.000 X 0.99 X 6.6 = 0.000 Q = 0.000 X 0.99 X 4.2 = 0.000 cfs cfs New Impervious Q=ACI New Impervious Q=ACI C = 0.99 tc = 10 min C = 0.99 tc = 10 min A = 0.068 i = 6.6 "/hr A = 0.068 i = 4.2 "/hr Q = 0.068 X 0.99 X 6.6 = 0.444 Q = 0.068 X 0.99 X 4.2 = 0.283 cfs cfs New Grass Q=ACI New Grass Q=ACI C = 0.25 tc = 10 min C = 0.25 tc = 10 min A = 0.075 i = 6.6 "/hr A = 0.075 i = 4.2 "/hr Q = 0.075 X 0.25 X 6.6 = 0.125 Q = 0.075 X 0.25 X 4.2 = 0.079 cfs cfs Existing = 0.237 cfs Proposed= 0.569 cfs Existing = 0.151 cfs Proposed= 0.362 cfs We propose an on-site drainage system to accommodate new roof runoff. Volume 0.569 - 0.237 x 3600 = 1195.97 ft3 Storage Volume Reduction Recharge Pit = (π x r2 x deep) Volume ID of Tank π x 6 x 6.0 = 169.646022 ft3 Volume of Stone π x 10 x 8.0 = 628.3186 ft3 Volume OD of Tank π x 6.5 x 6.0 = 199.0984564 ft3 Adj. Vol. Of Stone 429.2201436 ft3 40% Voids 171.6880575 ft3 Total Storage 427.18 ft3 2.80 tank vol. Required 3 tank Proposed 1281.53Ft3 Storage 9587 Gallons Lot Drainage area calculated is total site and existing impervious parking. No new impervious area will be created by this proposal. New drainage pit will accommodate all impervious areas that will potentially flow to the road at the driveway. 3 3 3 3 CHANGES AS PER MEETING 08.15.2409.23.24CRR