REV2 70824 691 EAGLE ROCK AVENUE WEST ORANGE NJ 61224

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, MIX # 1-5, 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" 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 AVENUE BLOCK:

VENUE 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 CRR 07.08.24 2 RESUBMISSION