110424 691 EAGLE ROCK AVE AS PER MEETING 101024

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 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 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ COVER SHEET C-1 SCALE N.T.S. ZONING MAP NOTES: ALL WORK SHALL CONFORM TO TOWNSHIP STANDARDS. PROPERTY FRONTAGES WITH THE FINAL DETERMINATION BY THE DEPARTMENT OF ENGINEERING OF THE TOWNSHIP OF WEST ORANGE NEW CURBS AND SIDEWALKS SHALL BE CONSTRUCTED AT ALL THE CITY'S 911 LOCATABLE ADDRESS ORDINANCE. ADDRESSES SHALL BE DISPLAYED SO AS IN CONFORMANCE WITH ADDRESS: BLOCK: 177.80 LOT: 21 ZONING: R-6 ZONING DISTRICT LAST LEGAL USE : VACANT LOT 691 EAGLE ROCK AVENUE PROPOSED ONE FAMILY PROJECT DESCRIPTION : PROPOSED USE : ONE FAMILY TOTAL AREA USE GROUP N.J.U.C.C. 2021 REQUIREMENTS CONSTRUCTION TYPE HEIGHT OF STRUCTURE NUMBER OF STORIES VOLUME BASEMENT / CRAWL SPACE 528 SF 1st. FLOOR / GARAGE 528 SF 40 15 55 DEAD LOAD DESIGN LOADS LBS./S.F. LIVE LOAD TOTAL 45 55 15 1540 30ROOF FIRST FLOOR SECOND FLOOR THIRD FLOOR 551540 2nd. FLOOR AREA DRAWING INDEX: SHEET N° DESCRIPTION C-1 COVER SHEET S-1 SITE PLAN A-1 FLOOR PLANS / ELEVATIONS S-2 SITE DETAILSS-3 691 EAGLE ROCK AVENUE PROPOSED NEW ONE FAMILY WEST ORANGE, NEW JERSEY BLOCK : 177.08 LOT : 21 NOTES: A STREET AND/OR SIDEWALK OCCUPANCY PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO ANY CONSTRUCTION IN OR OCCUPANCY OF THE PUBLIC RIGHT-OF-WAY. A SIDEWALK CONSTRUCTION PERMIT MUST BE OBTAINED FROM THE DIVISION OF TRAFFIC AND SIGNALS PRIOR TO SUCH WORK. 35' R 5 5 B 2 36,720.00 CU.FT. 1,184.00 SF 4,080.00 SF 1,184.00 SF 1,712.00 SF LOT: 21 PROVIDED : 2 LOT AREA: 6,250 S.F. PARKING SPACES 3,287.00 SQ.FLANDSCAPE TOTAL LOT # 21 6,250.00 SQ.F. REQUIRED : 2 728.00 SQ.FPARKING 1,712.00 SQ.FGROUND FLOOR AREA 523.00 SQ.F.CIRCULATION SOIL EROSION PLAN SCALE N.T.S. KEY MAP (GOOGLE MAP) SCALE

ES 3,287.00 SQ.FLANDSCAPE TOTAL LOT # 21 6,250.00 SQ.F. REQUIRED : 2 728.00 SQ.FPARKING 1,712.00 SQ.FGROUND FLOOR AREA 523.00 SQ.F.CIRCULATION SOIL EROSION PLAN SCALE N.T.S. KEY MAP (GOOGLE MAP) SCALE N.T.S. PROJECT DATA 10' + 8' ONE FAMILY MIN. LOT AREA MIN. LOT WIDTH 2 1/2 - 35' GENERAL BULK & DESIGN STANDARDS REQUIRED 6,000 SF MIN. FRONT YARD MIN. SIDE YARDS 60' MAX. STORIES / HEIGHT 30' R-6 ZONING DISTRICT NOTES 30'MIN. REAR YARD 35%MAX. BUILDING COVERAGE 45%MAX. LOT COVERAGE 10' + 8' 2 1/2 - 34' PROPOSED 6,250 SF 50' 30' 45' 28% 45% OK OK * ENC = EXISTING NON-CONFORMING *ENC OK OK OK OK OK GENERAL NOTE: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND NOTIFICATION REQUIRED FOR ALL CONSTRUCTION PRIOR TO THE START OF ANY WORK. 2. ALL UTILITY COMPANIES ARE TO BE NOTIFIED FOR MARK UP PRIOR TO THE COMMENCEMENTS OF CONSTRUCTION BY THE CONTRACTOR. 3. ALL LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROX. AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. APPROVED BY PLANNING BOARD / ZONING BOARD OF ADJUSTMENT TOWNSHIP OF WEST ORANGE BOARD CHAIRMAN: DATE: BOARD SECRETARY: DATE: BOARD ENGINEER: DATE: REV COMMENTCRR 12.18.23 1 COMMENT AS PER MUNICIPAL ENGINEER04.18.24CRR 2 RESUBMISSION07.08.24CRR 3 CHANGES AS PER MEETING 08.15.2409.23.24CRR SCALE N.T.S. TAX MAP 200' DIAGRAM SCALE N.T.S. TAX MAP 3 4 CHANGES AS PER MEETING 10.10.2411.04.24CRR 4 4 S-1a STOPPING DISTANCE

55.0' BUILDING 40.0' 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' 20.0' 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' BASEMENT F.F. 452.03' FENCE 6' HT. VINYL IRON FENCE 4' HT. WROUGHT X X X 15.67' 20.0' RADIUS VEHICLE TURNING R 11.5' R 19.16' EAGLE ROCK AVENUE (60' WIDE R.O.W.) SEEPAGE PIT (2) 6'-0" Ø X 8'-0" HT. 6" Ø SCH. 40 TO SEEPAGE PIT 19'-0" L x 10'-6" W x 10' D CLEAN STONE 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' BASEMENT F.F. 452.03' 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.) INVERT = 477.48' TOP OF LID - 453.48' 455.48 OVERFLOW OUT PIPE = 452.48' S S S S S S S OVERFLOW IN-FLOW PIPE = 448.76' SLOPE @ 2% GRAVEL PIT 8"° INSPECTION PORT 19'-0" 10'-6" C.O. NOTE: OWNER WILL BE RESPONSIBLE FOR ENSURING THAT THE SEEPAGE PIT IS EFFECTIVELY MAINTAINED WITHOUT NEGATIVE IMPACTS TO NEIGHBORING PROPERTIES 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' BASEMENT F.F. 452.03' 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

ORIZATION 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 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

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 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 3'-0" WROUGHT IRON FENCE (T.Y.P.) 5'-0" VIYNL FENCE (T.Y.P.) 4"X4" IRON POST 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

ITIES, 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) 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 % 3

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 % 3 CHANGES AS PER MEETING 08.15.2409.23.24CRR 4 CHANGES AS PER MEETING 10.10.24CRR 4 4 4 Site Area - Existing Total 6,250 ft2 = 0.143 Acres Existing Site Area - Existing Building/Asphalt 0 ft2 = 0.000 Acres Existing Impervious Existing landscaping 6,250 ft2 = 0.143 Acres Proposed Grass 3,287 ft2 = 0.075 Acres Proposed Impervious area in question2,963 ft2 = 0.068 Acres New Total Impervious 10 year Ex'g. Grass Q=ACI C = 0.25 tc = 10 min A = 0.143 i = 5.8 "/hr Q = 0.143 X 0.25 X 5.8 = 0.208 cfs Ex'g Impervious Q=ACI C = 0.99 tc = 10 min A = 0.000 i = 5.8 "/hr Q = 0.000 X 0.99 X 5.8 = 0.000 cfs New Impervious Q=ACI C = 0.99 tc = 10 min A = 0.068 i = 5.8 "/hr Q = 0.068 X 0.99 X 5.8 = 0.391 cfs New Grass Q=ACI C = 0.25 tc = 60 min A = 0.075 i = 5.8 "/hr Q = 0.075 X 0.25 X 5.8 = 0.109 cfs Existing = 0.208 cfs Proposed 0.500 cfs We propose an on-site drainage system to accommodate new roof runoff. Volume 0.500 - 0.208 x 3600 = 1051.01 ft3 Storage Volume Reduction Recharge Pit = (π x r2 x deep) Volume ID of Tank π x 6 x 8.0 = 226.19 ft3 Volume of Stone 10 x 10 x 12.0 = 1200 ft3 Volume OD of Tank π x 6.5 x 8.0 - 265.46 ft3 Adj. Vol. Of Stone 934.53 ft3 40% Voids 373.81 ft3 Total Storage 786.92 ft3 1.34 tank vol. Required 2 tank Proposed 1573.83Ft3 Storage 11773 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. Hydrographs 0.500 0.000 10 year 2 year 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 15 12015 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 15 12015 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 15 12015 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 15 12015 JUNIPER CONFERTA PLANTING LIST: ZELKOVA SERRATA BOTANICAL NAMEKEY J ZV BRANCHED AT 7 FEET COMMON NAME GREEN VASE ZELKOVA SHORE JUNIPER PLANTED SIZE 15"-18" 3-1/2" ~ CALIPER MIN. BARBERRYBRT BERBERIS THUNBERGII 36" MAX. GOLDEN DAYBREAK. GREEN VASE 11.04.24

EAGLE ROCK AVE (60') SHRUMP PL 7 SHERWOOD PL 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 PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' 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 STOPPING DISTANCE S-1a SCALE 1" = 15'-0" PROPOSED SITE PLAN PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ 12.18.23 1 COMMENT AS PER MUNICIPAL ENGINEER04.18.24CRR 2 RESUBMISSION07.08.24CRR 3 CHANGES AS PER MEETING 08.15.2409.23.24CRR 4 CHANGES AS PER MEETING 10.10.24CRR NOTE: SPEED LIMIT: 40 MPH STOPPING DISTANCE 275-325 FT. AS PER AASHTO STANDARDS 325' STOPPING DISTANCE 325' STOPPING DISTANCE 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 20 8010 11.04.24

2" MIN. 3'-0" SECTION 3'-0" EXISTING INLET 2" X 2" POSTS (TYP) P.T. 2X12's FILTER FABRIC 2" D. HOLES @ 8" O.C. 2" X 2" POSTS (TYP) P.T. 2X12's FILTER FABRIC GRADE AREA DRAIN 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 ANTI-TRACKING DEVICE (SEE DETAIL) TREE PROTECTION FENCE. (SEE DETAIL) 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.) PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' BASEMENT F.F. 452.03' X X X X X X X X TREE PROTECTION FENCE. (SEE DETAIL) X X X X W W W W W W W W W G G G G G G G G G S S S S S S S S S 1"Ø GAS LINE 1"Ø COPPER TUBING DOMESTIC WATER NEW 6"Ø PVC SEWER LINE S S S S S S S S S S S S S S S W W W W W W W W W 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' S S W W EAGLE ROCK AVENUE (60' WIDE R.O.W.) SERVICE LINE (1) GAS METER AND AND SERVICE LINE (1) ELECTRICAL METER TELEPHONE BOX CABLE BOX G G G G G G G G G G G G PROPOSED 1 FAMILY 2 1 2 STORY DWELLING No. 691 BLK: 177.08 LOT: 21 1st. FLOOR F.F. 461.03' BASEMENT F.F. 452.03' SHRUMP PLACE (50' WIDE R.O.W.) S S S S S S S S W W W W W W SOIL EROSION & SEDIMENT CONTROL NOTES http://hepsoilnj.org HEPSCD251SESCNOTES_7THEDREV2017 “ ” ” ” “ ” AREA DRAIN FILTER DETAIL NOT TO SCALE IS ESTABLISHED. CONTROL IN NEW JERSEY. PORTIONS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT INSTALLED PRIOR TO ANY MAJOR SOIL DISTURBANCE, OR IN THEIR PROPER SEQUENCE, AND MAINTAINED UNTIL PERMANENT PROTECTION IMMEDIATELY. BINDER SHALL BE USED TO ANCHOR THE MULCH. SHALL BE STABILIZED BY SEEDING WITH ANNUAL RYE GRASS OR TIME AS SEEDING MAY PROCEED. MULCH NETTING OR LIQUID MULCH SUDAN GRASS PROVIDING THAT SEEDING DATES ARE APPROPRIATE. IN THE EVENT SEEDING DATES ARE NOT APPROPRIATE, SAID AREAS SHALL BE STABILIZED WITH ANCHORED UN ROTTED SALT HAY OR SMALL RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE CORRECTED AND SEDIMENT CONTROL FACILITIES AND SHALL PROMPTLY REMOVE ACCUMULATED SILT AND DEBRIS FROM EACH DEVICE EVERY TIME IT GRAIN STRAW MULCH, AT A RATE OF 25 TONS PER ACRE UNTIL SUCH IS NECESSARY FOR PROPER FUNCTIONING OF THE FACILITY. AND ON SITE EROSION AND SEDIMENT DAMAGE SHALL BE THE FLOW ONTO ADJACENT PROPERTIES OR ROADWAYS. ALL OFFSITE BLOWING OF DUST, ESPECIALLY IN RESIDENTIAL

NECESSARY FOR PROPER FUNCTIONING OF THE FACILITY. AND ON SITE EROSION AND SEDIMENT DAMAGE SHALL BE THE FLOW ONTO ADJACENT PROPERTIES OR ROADWAYS. ALL OFFSITE BLOWING OF DUST, ESPECIALLY IN RESIDENTIAL AREAS. SITE. ABOUT 2 DAYS. GRADED TO MINIMIZE EROSION. ALL STOCK PILES WHICH ARE TO BE SOIL EROSION AND SEDIMENT CONTROL MEASURES. FOR CONSTRUCTION OF THE PAVEMENT BASE COURSE. PROPOSED SEQUENCE OF WORK 1. PLACEMENT OF A SEDIMENT BARRIER STAKED IN PLACE ALONG THE PROTECTION SHALL BE MAINTAINED UNTIL ITS REMOVAL IS NECESSARY WHERE TRAFFIC WILL BE ENTERING AND LEAVING THE CONSTRUCTION IN PLACE SHALL BE STABILIZED AS OUTLINED IN NOTE 6 ABOVE. 2. PLACEMENT OF A 2-1/2" CRUSHED STONE DRIVEWAY ACROSS THE SOUTHERN PERIMETER OF THE PROPERTY, PRIOR TO CONSTRUCTION 6. CONSTRUCTION OF BUILDING 4 MONTHS. CONSTRUCTED. bETWEEN 15 TO 20 DAYS. TRACKING ABOUT 2 DAYS. PERMITS SEEDING.) ABOUT 3 DAYS ABOUT 10 DAYS. 12. SEEDING OPEN AREAS. ABOUT 15 DAYS. 13. MULCHING POSSIBLE ERISION AREAS UNTIL SEEDING IS ESTABLISHED. 4. STABLIZING TOO SOIL PILES (TO BE SEEDED IF WEATHER PERMITS/ 5. CONSTRUCTION OF DETENTION SYSTEMS (NONE REQ. BY CITY.) 7. DURING BUILDING CONSTRUCTION STORM SEWER SYSTEM TO BE 8. CONSTRUCTION OF PARKING LOT AND DRIVEWAYS. ABOUT 25 DAYS. 9. SUB BASE FOR ALL PARKING AREAS AND DRIVEWAYS. ABOUT 15 DAYS 10. GRADING OF LANDSCAPED AREAS. ABOUT 20 DAYS. 11. PLACEMENT OF SHRUBBS AND TREES. ABOUT 10 DAYS. 3. STRIPPING AND STORING OF TOP SOIL ABOUT 3 DAYS. TO BE COVERED WITH VISQUEER SHEETS UNTIL WEATHER PERMITS WIDTH OF THE DRIVEWAY AT ITS ENTERANCE TO THE SITE TO AVOID DESIGNATED AREA APPROVED BY THE OWNER AND THEY SHALL BE NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE 2. ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE 3. MEASURES FOR DUST CONTROL MUST BE IMPLEMENTED TO PREVENT 4. RUNOFF WATER CARRYING SEDIMENT SHALL NOT BE PERMITTED TO 7. ALL TOPSOIL AND EARTH STOCKPILES SHALL BE PLACED IN THE 9. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED AT POINTS 10. AFTER CONSTRUCTION, THE OWNER SHALL MAINTAIN ALL PERMANENT 8. ALL STORM SEWER INLETS SHALL BE PROTECTED AS SHOWN. SAID 5. THE CONTRACTOR SHALL REPAIR AND MAINTAIN ALL SOIL EROSION 6. SOIL WHICH IS EXPOSE WITHOUT COVER FOR MORE THAN 30 DAYS BINDER.) -SEED- PERENNIAL RYEGRASS 40LBS./ACRE OR OTHER APPROVED SEEDS, PLANT 10-20-10 OR EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". 10-20-10 OR