110424 691 EAGLE ROCK AVE AS PER MEETING 101024

L 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 EQUIVALENT WORKED INTO SOIL A MINIMUM OF 4". BY APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH -SEED- ANNUAL RYEGRASS 40LBS./ACRE OR OTHER APPROVED SEEDS, PLANT BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, TO BE APPLIED ACCORDING TO THE NJ STANDARS. MULCH SHALL BE SECURED -LIME- 90 LBS./1,000 S.F. GROUND LIMESTONE, FERTILIZER- 14 LBS./1,000 S.F. TO - LIME- 90 LBS./1,000 S.F. GROUND LIMESTONE, FERTILIZER- 14 LBS./1,000 S.F. -MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 S.F. BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, BINDING.) -MULCH- SALT HAY OR SMALL GRAIN STRAW AT A RATE OF 70 TO 90 LBS/1,000 S.F. TO BE APPLIED ACCORDING TO THE NJ STANDARS. MULCH SHALL BE SECURED BE APPROVED METHODS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH LANDSCAPE STABILIZATION SPECIFICATIONS: B. PERMANENT SEEDING AND MULCHING: A. TEMPORARY SEEDING AND MULCHING: STABILIZED CONSTRUCTION ACCESS NOT TO SCALE MUST BE PROVIDED. ENTRANCE AND PUBLIC R.O.W. BETWEEN STABILIZED CONSTRUCTION NOTE: APPROPRIATE TRANSITION EXISTING GROUND 1" TO 2 1/2" STONE FILTER FABRIC MIRAFI 100X 6" MIN. SIDE ELEVATION SYNTHETIC FILTER FABRIC FRONT ELEVATION WATER FLOW GROUND LINE EXISTING GROUND DRAWSTRING RUNNING THROUGH FABRIC ALONG TOP OF FENCE 3'-0" MIN. 4'-0" TO 8'-0" METAL OR PICKET FENCE POST FABRIC: 3'-0" WIDE SILT FABRIC, TAMP IN PLACE TRENCH, BURY BOTTOM 1' OF DIG 6" WIDE AND 6" DEEP 1'-0" 2'-0" 2'-0" MIN. 2'-0" MIN. SEDIMENT FILTER FENCE DETAIL NOT TO SCALE PUBLIC RIGHT-OF-WAY ONTO PUBLIC RIGHTS-OF-WAYS. MAINTENANCE MAY REQUIRE PERIODIC CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND NOTE: COMPACTED SUBGRADE STONE FILTER BLANKET ON APPROXIMATE 2 1/2" CRUSHED MIN. 4" THICK STONE PAD ASTM C-33 NO.2 OR GRADE EXISTING PUBLIC RIGHT-OF-WAY50'-0" MIN. STABILIZED CONSTRUCTION ACCESS NOT TO SCALE POST (TYP.) METAL FENCE FENCE FABRIC FLOW MIN. MIN. SYNTHETIC FILTER FABRIC WIRE MESH. W/ 6" MAX.

C-33 NO.2 OR GRADE EXISTING PUBLIC RIGHT-OF-WAY50'-0" MIN. STABILIZED CONSTRUCTION ACCESS NOT TO SCALE POST (TYP.) METAL FENCE FENCE FABRIC FLOW MIN. MIN. SYNTHETIC FILTER FABRIC WIRE MESH. W/ 6" MAX. OPENING FILTER FABRIC REINFORCED SYNTHETIC FRONT VIEW SIDE VIEW SEDIMENT FILTER FENCE DETAIL N.T.S. 2'-0" 6" 8'-0" 2'-0" 6" SCALE 1" = 20' SOIL EROSION PLAN 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 SOIL EROSION PLAN S-2 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK AVENUE BLOCK: 177.08 LOT: 21 WEST ORANGE, NJ 12.18.23 2'-0" 6'-6" 2'-0" AS MANUFACTURED BY OLD CASTLE PRECAST CONC. SEEPAGE PIT RINGS CLEAN CRUSHED STONE 2" THK. PRECAST OR APPROVED EQUAL. GRADE CONCRETE LID 1'-9" 2'-0" 8'-0" 6" VARIES AS MANUFACTURED BY PEERLESS PRECAST REINFORCED CONC. LID OR APPROVED EQUAL. MIRAFI 140N FILTER FABRIC OR APPROVED EQUAL. SEEPAGE PIT DETAIL SCALE :N.T.S. NOTE: a. SOIL REMOVAL PERMIT WILL BE REQUIRED IF MORE THAN 300 C.Y. OF SOIL IS BEIING REMOVED FROM THE SITE. b. A STREET OPENING PERMIT WILL BE REQUIRED FOR WORK IN THE R.O.W. c. A SEWER PERMIT AND FEE APPLICATION WILL NEED TO BE OBTAIN FROM THE ENGINEERING DEPARTMENT d. A TREE REMOVAL APPLICATION AND PERMIT WILL BE REQUIRED FROM THE TOWNSHIP FORESTER. e. APPLICANT WILL PROVIDE AN "AS-BUILT TOPOGRAPHIC SURVEY PRIOR TO CERTIFICATE OF OCCUPANCY BEING ISSUED. f. ANY SOIL EXCAVATED FROM SITE SHALL BE REMOVED AND DISPOSED OF AND SHALL BE DONE IN COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. g. OWNER WILL OWN AND BE RESPONSIBLE FOR ON-SITE WATER AND SEWER IMPROVEMENTS PARKING PAVING DETAIL STONE BASE 4" CRUSHED N.T.S. 4" OF 19.5M64 HMA SUB-BASE COURSE (OPTIONAL) 2" OF 9.5M64 HMA SURFACE COURSE. FILTER FABRIC. GRADE ±0" TOP OF TANK -2'-0" INV. -10'-6" BTM. OF STONE -12'-6" CONCRETE WALKWAY STONE BASE 4" CRUSHED N.T.S. 4" CONCRETE

HMA SUB-BASE COURSE (OPTIONAL) 2" OF 9.5M64 HMA SURFACE COURSE. FILTER FABRIC. GRADE ±0" TOP OF TANK -2'-0" INV. -10'-6" BTM. OF STONE -12'-6" CONCRETE WALKWAY STONE BASE 4" CRUSHED N.T.S. 4" CONCRETE SLAB w/ 3,000 PSI CONC. 1 COMMENT AS PER MUNICIPAL ENGINEER04.18.24CRR SCALE 1" = 15'-0" PROPOSED UTILITY PLAN NOTE: SOIL MOVEMENT CALCULATIONS BASEMENT: 33' L x 32'W x 8'D = 8,448 SF 8,448 SF / 27 C.Y. = 312.89 C.Y. 312.89 WILL BE REMOVED STAIRS: 22' L x 9'W x 8'D = 1,584 SF 1,584 SF / 27 C.Y. = 58.67 C.Y. 58.67 WILL BE REMOVED GARAGE 88' LF x 2'W x 4'D = 704 SF 704 SF / 27 C.Y. = 26.08 C.Y. 26.08 WILL BE REMOVED TOTAL: 397.64 C.Y. TREE PROTECTION FENCE TREE PROTECTION DETAIL NOT TO SCALE NOTE: PLACE FENCE A MINIMUM OF 1'-0" OUTSIDE DRIP LINE OF EXISTING TREE. 4 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 4 CHANGES AS PER MEETING 10.10.24CRR 11.04.24

CURBING AT PLANTER (ON PROPERTY ONLY) CRUSHED STONE 1/2" PRE-MOLDED FILLER CONCRETE CURB W/ SEALER AT TOP CONCRETE 1|" R.CONC. SIDEWALK \" R. SEE NOTE 9 (AS DIRECTED BY ENGINEER) SUBBASE TYPE 5, CLASS A FINISH GRADE, TOP OF BIT. SURFACING COURSE PRIOR TO POURING. PRIOR TO POURING. STANDARDS, SPECIFICATIONS AND INSPECTIONS WITH APPLICABLE SPECIFICATIONS. CLASS "A", AIR ENTRAINED, 4,500 PSI MINIMUM STRENGTH AT 28 DAYS. 2- EXPANSION JOINTS SHALL BE AT 10-FOOT INTERVALS AND FILLED WITH A 3- ALL CONCRETE WORK SHALL HAVE A WOOD FLOAT AND TRANSVERSE BROOM HALF INCH THICK, NON-EXTRUDABLE, FIBROUS, BITUMASTIC MATERIAL. CONC. VERTICAL CURB (6"X8"X18") 9- PROVIDE 1/2" THICK, NON-EXTRUDABLE, FIBROUS BITUMASTIC MATERIAL WHERE CURB MEETS SIDEWALK. AND TOOLS TO CONSTRUCT THE CURB AS SHOWN AND SPECIFIED ABOVE, IN A WORKMAN LIKE MANNER. FINISH. BROOMING SHALL BE DONE BEFORE INITIAL SET USING A STEEL OR BARN BROOM. 6- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE 5- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE CITY OF NEWARK 4- SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REPRESENTATIVE 8- UNIT PRICE BID SHALL INCLUDE BUT ARE NOT LIMITED TO ALL LABOR, EQUIPMENT, MATERIALS 7- THE 6"X8"X18" CROSSECTION SHALL BE USED FOR ALL DEPRESSED CURB IN ACCORDANCE 1- ALL CONCRETE SHALL CONFORM TO N.J. HIGHWAY DEPARTMENT SPECIFICATIONS GENERAL NOTES: SLOPE 1:12 SLOPE RAMP 1:24 DESIREABLE 1:12 MAX. RAMP CURB CURB CROSS SLOPE 1.5% MAX. 3' MIN. LANDING AREA 1H = W/12 W = Y 1 1 SIDEWALK CROSSWALK INSET (H-H )12 Z = (H-H )24 OR SEE "INSET" OF STRIPPING. 3' MIN. FOR OTHER METHOD LANDING AREA 3' MIN. SIDEWALK 1:8 MAX. SECTION THROUGH RAMP FLUSH WITH STREET PAVEMENT RAMP AT GUTTER LINE TO BE 1:12 DESIRABLE PRIOR TO POURING. PRIOR TO POURING. N.T.S. 3- CONCRETE APRON SHALL BE 5" THICK AT MINIMUM DIMENSIONS. 2- DO NOT LOCATE DROPPED CURBS OR AJACENT TO CATCH BASINS. 1- MINIMUM 5'-0" WIDE SIDEWALK. GENERAL NOTES: 7- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTAIVE FOR ROAD AND BRIDGE CONSTRUCTION SECTION 914 CLASS "B" AIR ENTRAINED. 6- ALL CONCRETE SHALL CONFORM TO 2019 NJ D.O.T. STANDARDS SPEC. 5- SUBBASE TO BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE 4- ALL CONCRETE WORK SHALL HAVE WOOD FLOAT AND TRANSVERSE BROOM FINISH. DEPRESSED CURB FOR THE HANDICAP STOP LINE 2-ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM

ENGINEER OR HIS REPRESENTATIVE 4- ALL CONCRETE WORK SHALL HAVE WOOD FLOAT AND TRANSVERSE BROOM FINISH. DEPRESSED CURB FOR THE HANDICAP STOP LINE 2-ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO N.J. D.O.T. 2019 STANDARDS 1- SUBBASE SHALL BE FIRM AND APPROVED BY THE ENGINEER OR HIS REP. PRIOR TO POURING PIPE INSTALLATION & PAVEMENT RESTORATION GENERAL NOTES: COMPACTED SUBGRADE SEE NOTE 4-6, TYP. EXIST. PAVEMENT MAT'L IS UNSUITABLE AS BACKFILL OR AS DIRECTED BY THE ENGINEER TO BE PROVIDED WHEN EXCAVATED (95% PROCTOR DENSITY) SPECIFICATIONS AND INSPECTIONS CURB TWISTED WIRE SIDEWALK AROUND TRUNK HOSE LOOP KRINKLE KRAFT PAPER N.T.S. NOTE: PLANTER FILLED W/ SAND TREE CONCRETE SIDEWALK CURB PLAN STREET PROVIDE 16" SQUARE CONTRACTOR TO OPENING FOR TOPSOIL FACE BRICK, JOINTS TYPICAL TREE PLANTER AREA (7' EXPOSED) 10' CEDAR STAKE OF PEAT & TOP SOIL BACKFILL W/ MIXTURE 2" STONE DUST FILLED WITH STONE DUST LOCKSTONE BRICK, JOINTS SECTION A-A SECTION B-B # 2617 - 2633 - 2639 - 2696 OR EQUAL CAMPBELL PATTERN FRAME AND GRATE WROUGHT IRON FENCE DETAIL 6- CONSTRUCT: 2" THICK BITUMINOUS CONCRETE SURFACE COURSE AND ROLL IT PROPERLY. 3- CONTR. MUST PROVIDE SQUARE AND UNIFORM PAVEMENT CUT PRIOR TO PAVEMENT REPLACEMENT. CUT VERTICAL, TYP. @ 6" COMPACTED COURSES SELECTED SAND FILL LAID 2" BIT. CONC. SURFACE PAVEMENT RESTORATION EXIST. SURFACE TO REMAIN, TYP. STABILIZED BASE COURSE COURSE, 9.5M64 6" BIT. [" BROKEN STONE BEDDING 5- CONSTRUCT: PUT TACK COAT ALONG VERTICAL & HORIZONTAL SURFACES. 4- REMOVE: 6" WIDTH AND 2" THICK TOP SURFACE LAYER BEYOND TRENCH WIDTH. CAMPBELL PATTERN FRAME AND GRATE SPECIFIED STANDARD SERVICE LATERAL WILL NOT BE PERMITTED. DISCHARGE INTO A MANHOLE IS NECESSARY AND THE FOR LATERAL WITH SLOPE LESS THAN 1/4" = 1'-0" FOR INVERT LOWER THAN SOFFIT OF SEWER MAIN OR STANDARD SERVICE 90° UNLESS OTHERWISE GRAVEL TO SPRINGLINE SECTION OF WYE PLAN GENERAL NOTES: STREET SURFACE FUTURE CONNECTION THE ENGINEER AS DIRECTED BY STOPPER FOR THAN SOFFIT OF SEWER MAIN MIN. SLOPE 1/4" = 1'-0" INVERT SHALL BE HIGHER AT SERVICE LATERAL CHISEL "S" IN CURB RIGHT OF WAY LINE BRANCH STANDARD 5- THE GRADE OF THE FORMWORK SHALL BE APPROVED BY THE ENGINEER EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION AS 4- UNIT PRICES BID SHALL INCLUDE, BUT ARE NOT LIMITED TO ALL LABOR 3- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO N.J. DOT 2019 STANDARDS,

ATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION AS 4- UNIT PRICES BID SHALL INCLUDE, BUT ARE NOT LIMITED TO ALL LABOR 3- ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO N.J. DOT 2019 STANDARDS, SPECIFICATIONS AND INSPECTIONS. 2- EXPANSION JOINTS SHALL BE FILLED WITH 1/2" THICK NON-EXTRUDABLE OR HIS REPRESENTATIVE PRIOR TO POURING OF CONCRETE 1- SUB-BASE SHALL BE FIRM AND APPROVED BY THE ENGINEER CONCRETE FOUNDATION N.T.S. RESET GRANITE CURB OR HIS REPRESENTATIVE PRIOR TO POURING. INDICATED ABOVE IN A WORKMANLIKE MANNER. FIBROUS, BITUMASTIC MATERIAL. GENERAL NOTES DEPRESSED CURB CONCRETE CLASS "C" TOP OF DEPRESSED CURB CURB ABUTS SIDEWALK MATERIAL, WHERE FIBROUS, BITUSMATIC PROVIDE 1/2" THICK NON-EXTRUDABLE EXPANSION JOINTS NO POINTED JOINTS REQUIRED MAXIMUM 1 1/2" GUTTER DEPTH REQUIRED NO POINTED JOINTS EXPANSION JOINTS PAVEMENT TOP OF PROPOSED DRIVEWAY SIDEWALK GRADE FOR HIGH CURBAT DRIVEWAY 6" AT DRIVEWAYS SIDEWALK DETAIL 1/2" THICK, NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (REPEATS EVERY 16' OR20' AS INDICATED) 1- ALL CONCRETE SHALL CONFORM TO 2019 NJ D.O.T. STANDARD SPEC. FOR ROAD & BRIDGE CONSTRUCTION SECTION 914 CLAS "B" AIR ENTRAINED. ALL CONCRETE WORK SHALL BE DONE BEFORE INSTALL SET USING A STEEL OR BARN BROOM. ALL JOINTS AND EDGES SHALL BE TOOLED AND ROUNDED. 2- SUBBASE AND FORMWORK SHALL BE FIRM AND APPROVED BY THE CITY ENGINEER OR HIS/HER REPRESENTATIVE PRIOR TO POURING. 3- ALL CONSTRUCTION METHODS AND M,ATERIALS SHALL CONFORM TO 1989 NJ D.O.T. STANDART SPEC. 4- WHEN SIDEWALK ABUTS CURB OR SIDEWALK, A 1/2" THICK NPN-EXTRUDABLE, FIBROUS BITUMASTIC EXPANSION JOINST REQUIRED. 5- UNIT PRICES BID SHALL INCLUDE, BUT ARE NO LIMIT TO , ALL LABOR, EQUIPMENT, MATERIALS AND TOOLS TO PERFORM THE CONSTRUCTION, AS INDICATED ABOVE, IN A WORK ANLIKE MANNER. 6- FOR SCORING PATTERN, SIDEWALK SHALL BE DIVIDED INTO TWO LOGITUDINAL SECTIONS. COMPACTED SUBBASE COMPACTED SUBGRADE 99 % MODIFIED PROCTOR DENSITY BLIND CONSTRATION JOINT 1/2" DEEP SLOPE 1:48 TO CURB EXIST. CURB SEE NOTE 4 OR ANY MULTIPLE THERE OF 5' FOR 10' SIDEWALK 4' FOR 8' SIDEWALK TYPICAL PLAN VIEW 1/2" THICK NON-EXTRUDABLE BITUMASTIC MATERIAL FOR EXPANSION JOINT DEPRESSED DRIVEWAY TOP OF PAVEMENT ELEVATION 1/2" THICK, NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYP.) PLAN VIEW DEPRESSED CURB 8"x18" BACKEDGE OF SIDEWALK SIDEWALK (TYP.) PLANTING STRIP NEW

EWAY TOP OF PAVEMENT ELEVATION 1/2" THICK, NON-EXTRUDABLE FIBROUS BITUMASTIC MATERIAL FOR EXPANSION JOINT (TYP.) PLAN VIEW DEPRESSED CURB 8"x18" BACKEDGE OF SIDEWALK SIDEWALK (TYP.) PLANTING STRIP NEW 6" THICK H 4' MIN. CROSSWALK CROSSWALK 1.5% MAX. THROUGH RAMP SECTION N.T.S. AXONOMETRIC PROJECTION 3'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" WALKWAY SECTION 5'-0" 5'-0" VARIES SEE NOTE 4 5"4" SECTION THROUGH WALKWAY DRIVEWAY THROUGH SECTION 5" THICK DRIVEWAY SIDEWALK SIDEWALK (TYP.) 5" THICK IF REQUIRED VARIES 3'-0" 3'-0" CONC. CURB 18" 16" 2" BOTTOM OF CURB TOP OF CURB LANDING AREA 3' MIN. SIDEWALK 1:8 MAX. SECTION THROUGH DRIVEWAY 1:12 DESIRABLE VARIABLE DISTANCE 16" 3'-0" 2" MAX. GRADE 8% N.T.S. N.T.S. 8" 3" MIN. 18" 6" 6" SECTION THROUGH CURB 5'-0" 45° 90°0'0" 3'-0" 45° BEND N.T.S STANDARD N.T.S. THROUGH N.T.S 18" 6"1 1/2" 6" N.T.S. N.T.S. 18" 18" 12" 12" 6" 6" 16" 6" 6" 6" 6" 6" 18" 18" 6" 6" 16" 12" 5" CONCRETE CLASS "C" MAXIMUM 1 1/2" GUTTER DEPTH PAVEMENT TOP OF PROPOSED 8" CHECK WITH THE MANUFACT. # 2617 AND 2618. CAMPBELL PATTERN FOR FRONT ELEVATION TYPE B2 CATCH BASIN CURB PIECE TYPE 2618B2 TYPE 2617B2 8" C-1 X CC-1 FF-2 BB-2 TYP. VIEW AT BOTTOM) (SEE ENLARGED 6"X2" HOLE. B-2 F-2 6"X2" HOLE. CHECK WITH THE MANUFACT. C-1 CC-1 B A 6" TYP. VIEW AT BOTTOM) (SEE ENLARGED CATCH BASIN CURB PIECE FRONT ELEVATION TYPE B1 CAMPBELL PATTERN FOR # 2617 AND 2618. B EE-1 BB-1 FF-1 B-1 F-1 A E-1 X E-1 CATCH BASIN N.T.S. B A B A SECTION A-A SECTION B-B R= 1/2" 8" 2'-1" HOLE DETAIL R= 1/2" 8" 2'-1" HOLE DETAIL CATCH BASIN N.T.S. # 2618 - 2632 - 2694 OR EQUAL 6" 2" 12" D/26" MIN. PIPE PIPE O.D. +2'-0" 12" 12" 2" 6" TRENCH WIDTH +2'-0" SECTION N.T.S. GENERAL NOTES NATURAL SPREAD OF ROOTS SETTING BED 6" MIN. 2'-6" 2'-0" 2'-0" 4'-0" SEE NOTE SECTION PLANTING STRIP IF REQUIRED SECTION SECTION SECTION SIDEWALK ZW 1:24 DESIREABLE 1:12 MAX. CURB CROSS SLOPE 1.5% MAX. 3' MIN. LANDING AREA H1 = W/12 W = Y 1 1 (H-H )12 Z = (H-H )24 OR LANDING AREA 3' MIN. SIDEWALK 1:8 MAX. SECTION THROUGH RAMP FLUSH WITH STREET PAVEMENT RAMP AT GUTTER LINE TO BE 1:12 DESIRABLE PRIOR TO POURING. PRIOR TO POURING. N.T.S. 3- CONCRETE APRON SHALL BE 5" THICK AT MINIMUM DIMENSIONS. 2- DO NOT LOCATE DROPPED CURBS OR AJACENT TO CATCH BASINS. 1- MINIMUM 5'-0" WIDE SIDEWALK. GENERAL NOTES: 7- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTAIVE FOR ROAD AND BRIDGE CONSTRUCTION SECTION

ROPPED CURBS OR AJACENT TO CATCH BASINS. 1- MINIMUM 5'-0" WIDE SIDEWALK. GENERAL NOTES: 7- FORMWORK SHALL BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTAIVE FOR ROAD AND BRIDGE CONSTRUCTION SECTION 914 CLASS "B" AIR ENTRAINED. 6- ALL CONCRETE SHALL CONFORM TO 2019 NJ D.O.T. STANDARDS SPEC. 5- SUBBASE TO BE APPROVED BY THE CITY ENGINEER OR HIS REPRESENTATIVE 4- ALL CONCRETE WORK SHALL HAVE WOOD FLOAT AND TRANSVERSE BROOM FINISH. DEPRESSED CURB FOR THE HANDICAP H 1.5% MAX. AXONOMETRIC PROJECTION 4' MIN. CROSSWALK STOP LINE CROSSWALK STOP LINE NORMAL GRADE H1+X/12 H2 = H1+X/24 OR 2.5' MIN. 5' DESIRABLE AT GUTTER LINE H1 H2 H1 W 4' MIN. W X Z 1:24 DESIREABLE 1:12 MAX. SIDEWALK Y 3" MIN. RAMP CURB RAMP CURB SLOPE 1:12 SIDE RAMP SLOPE 1:12 SIDE RAMP SIDEWALK CROSSWALK INSET THROUGH RAMP SECTION THIS SIDE LOCATE RAMP OF LINE A-B BA C D THIS SIDE LOCATE RAMP OF LINE C-D Y GATE VALVE TYPICAL WATER SERVICE & METER DIAGRAM BRASS CURB STOP BRASS COUPLING 2"~ (TYP) STOP MAIN TYPE K SOFT COPPER TUBE ASTM-888 MIN. RADIUS- 16- TUBE DIA BRASS CORP. N.T.S GATE VALVE METER BOX REMOTE READER SECTION 1 1/2-2 1/2"4" ASPHALT PAVEMENT DETAIL PRIVATE STREETS AND PARKING AREAS N.T.S 4" 3'-0" 1'-0" 2'-9" 4" 4" O.C. MAX. 1'-0" 2'-9" 6'-0" MAX 4" 3'-0" 4'-0" 3.1250'45.0000' 6'-0" 4'-91 2 " 0'-3" 1'-81 2 " 0'-3" 3'-9" 6'-0" 4'-91 2 " 0'-3" 1'-81 2 " 0'-3" 12"Ø CONC. FTG. RAIL, TYP. 3/4" SQUARE HORIZ. TYP. @ 4" O.C. MAX. 2" SQUARE POST 3/4" SQUARE TUBE, TYP. T&G BOARD 5"X5"X8' HEAVY END POST (LATCH POST) GATE POST (HINGE POST) POST CAP SCREW RAIL T&G BOARD 5"X5"X8' HEAVY WALL POST POST CAP SCREW RAIL GROUND LEVEL CONCRETE FOUNDATION (36"X12") WALL POST VINYL FENCE DETAIL N.T.S. 0'-3" 19.5M64 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 DETAILS S-3 PROPOSED ONE FAMILY FOR: NWAIWU PROPERTIES, LLC 691 EAGLE ROCK

CHAMBERLAIN AVENUE PATERSON NEW JERSEY 07522 9 7 3 9 4 2 - 9 0 2 0 MATT@EVANSARCHITECTS.COM WWW.EVANSARCHITECTS.COM CRR SITE DETAILS S-3 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 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 4 CHANGES AS PER MEETING 10.10.24CRR 11.04.24

UP WH HVAC HI-EFF. DIRECT VENT 3'-6" RECREATION RM. 30'-4" x 25'-10" 25'-10"6"5'-0"10"21'-2"10" 10" 20'-8"9'-8" 32'-0" 55'-0" 25'-10"6"14'-9"6'-3"10" 55'-0" 5'-2" 10"22'-4"8'-10" 32'-0" CRAWL SPACE 528 SF. STORAGE MECH ROOM STORAGE 3'-0" 4" 3'-6" 4" 8'-0" 4" 4'-10" 4" 9'-0" CONT. RIDGE VENT ALUM. GUTTERS. TYPICAL SPEC. WINDOWS. SEE PLANS CORRUGATED METAL ROOF CANOPY SPEC. WINDOWS. SEE PLANS LIFETIME FIBERGLASS SHINGLE ROOF ALUM. GUTTERS. TYPICAL CONT. RIDGE VENT DARK GREY DECOR. HORIZONTAL FIBER CEMENT SIDING SPEC. WINDOWS. SEE PLANS SPEC. WINDOWS. SEE PLANS 6068 GLIDING PATIO DOOR. SEE FLOOR PLANS TO SPEC. TYPE / LOCATION PROVIDE 12' x 12' P.T. DECK. SEE FLOOR PLANS 9'-0" 9'-0" 34'-0" 1ST FLOOR HGT. 2ND FLOOR HGT. BUILDING HGT. PROPOSED GRADE 12'-1" 9'-0" 34'-0" 1ST FLOOR HGT. 2ND FLOOR HGT. BUILDING HGT. 6" MAX. 9'-0" 9'-0" 34'-0" 1ST FLOOR HGT. 2ND FLOOR HGT. BUILDING HGT. 3068 ENTR. DOOR. W/ 2068 SIDELIGHT. MODEL TO BE SELECTED BY OWNER NEW CONC. STAIR TO GRADE. 9" MIN. TREAD 8-1/4" MAX. RISER. PROVIDE 36" MIN. HGT. RAILING W/ 3-7/8" MAX. OPENING BETWEEN BALUSTERS (SEE DETAIL) 3'-1" ALUM. GUTTERS. TYPICAL DARK GREY DECOR. HORIZONTAL FIBER CEMENT SIDING WINDOW BAY: WHITE PVC MOLDINGS / PANELS FINISH. SPEC. WINDOWS. SEE PLANS DECOR. BRICK / STONE VENEER GREY DECOR. PVC MOLDINGS / PANELS FINISH. 16' x 7' O.H. GARAGE DOOR. MODEL / COLOR TO BE SELECTED BY OWNER 8'-0" BASEMENT REF DW FOYER COVERED PORCH LINEN DN UP 36" MIN. 4" MIN. 4" MIN. 13'-2"13'-0"6"5'-0"6"21'-10"6" 6" 21'-0"10'-0"6" 32'-0" 13'-2"13'-0"6"21'-4"6"6'-0" 55'-0" KITCHEN 10'-0" x 13'-2" FAMILY RM. 21'-0" x 13'-2" LIVING RM. 21'-0" x 13'-0" DINING RM. 10'-0" x 13'-0" 2 - CAR GARAGE 23'-0" x 21'-10" 528 SF 6'-0"4"3'-0"4"8'-0"4"5'-0"6"3'-6"4"3'-8"6" 6"23'-0"7'-6" 32'-0" 10'-0" 12'-0" DECK 12'-0" x 10'-0" POWDER ROOM CLOSET CLOSET MASTER BATH 10'-8" x 9'-8" OPEN TO BELOW DN LINEN 9'-8"4"10'-10"6"5'-2"4"11'-0" 6"10'-8"4"20'-0" 32'-0" 55'-0" 10'-6"6" 15'-0"4"5'-0" 49'-0" 21'-4" 5'-0" MASTER BEDROOM 20'-0" x 15'-0" BEDROOM 15'-4" x 11'-0" BEDROOM 15'-4" x 11'-0" STUDY LOFT 23'-0" x 11'-0" WALK IN CLOSET 10'-8" x 5'-0" WALK IN CLOSET 8'-0" x 5'-0" 4"5'-6" 8'-0" LAUNDRY RM. 8'-0" x 5'-8" BATHROOM 23'-0" CLOSET SCALE3 16" = 1'-0" PROPOSED BASEMENT PLAN 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