29906 15 Ridgeway Minor Subdivision R3 5 26 2026

8” SDR 35 PVC DRAIN CONNECTED TO PUBLIC STORM SEWER VINYL Lar FENCE WOOD STOCKADE FENCE ~~ 563.00 8” FES 6’x12’ 4” Rip Rap Level Spreader LOT 21.01 PROPOSED 1 1 eee nnn \ \ \ PATIO 3d0H 49 ho ee A 1 1 1 It COVERED 1 1 1 1 1 [——— ACCESS } NEW LOT 28.04 | BASEMENT 26,850 ‘SF aN | PROPOSED 2 STORY. 1 1 21a{7” . GR:565.8% 4, INV:563.0 GRADING AND UTILITY PLAN ;— Landscape Block Wall Max Height 36” Top Wall = 566.0 Below Grade Detention System Bottom Pond Elev = 562.0 Top Pond Elev = 565.5 (40) 300HD Cultec Storage Chambers 75°x20.5’ (3,258 cf) System Overall Size | Pond Outlet Structure Precast E Inlet | 564.40 8” Orifice 563.80 8” Orifice 562.00 2.5” Orifice 562.00 8” Out / | LOT 21 ROW OF OLD ALUMINUM 56! INV:563.8 GR:568.5 4 IN5665 \ N ” PVCIROOF DRAIN neste ees PROPOSED PATIO. N pookeoee = PICKET FENCE A aLuminum we PICKET FENCE IGH ARBORVITAE ROW 1 I wn r = NS | 1 PRL pe 8 H adie coe ha Ss © NEW LOT 28.03 , EXISTING alg ge tS 26,234 SF I = i] GF=570.1 ! i I 1 P PROPOSED TWO STORY DWELLING RECONSTRUCTED OVER FOOTPRINT OF DEMOLISHED DWELLING EL69b. LOT 28.02 EXISTING DWELLING GRANITE BLOCK CURB _—| wri 1/4" T0 1/2" JONTS r JOINTS SHALL BE MAX 1/2" WIDE AND POINTED, WTH 1:2 MIX CENENT MORTAR. JOINTS TO BE CLEANED AND DAMP PRIOR TO PONTING. 1/2" MAX el 18" MN 8 MIN \ APPROVED SUB-BASE |. CONCRETE SHALL BE N.J.D.0.T. CLASS "B” AIR ENTRAINED AND SHALL TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST. ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY BURLAP OR OTHER METHOD ACCEPTABLE TO THE TOWNSHIP ENGINEER. CONCRETE SLUMP SHALL BE 3” (+/— 1”), OR AS DIRECTED BY THE TOWNSHIP ENGINEER. v CONTRACTORS TO NOTIFY THE TOWNSHIP ENGINEER 24 HOURS PRIOR TO POURING. EXPANSION JOINTS SHALL BE INSTALLED WHERE CURB IS ADJACENT TO SIDEWALKS AND CATCH BASINS. CURB AT DRIVEWAYS AND ENTRANCES SHALL BE DEPRESSED SO THAT THE TOP OF THE CURB IS 1-1/2" ABOVE THE ADJACENT PAVEMENT. GRANITE BLOCK CURB NOT TO SCALE nl 4” Min. Low Permeable Soil Approximate Limits of Excavation Retained Soil J Kevstone Cap Unit a 36” Unit Drainage Fill (3/4” I-——}—Crushed Rock or Stone) Finished Grade 4” Unreinforced Concrete or Crushed Stone 4” Perforated PVC r Leveling Pad 1, WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THE sPEcicATONS Drain to daylight. (OF THE KEYSTONE MANUFACTURER . 2. WALLS SHALL BE CONSTRUCTED IN

te or Crushed Stone 4” Perforated PVC r Leveling Pad 1, WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THE sPEcicATONS Drain to daylight. (OF THE KEYSTONE MANUFACTURER . 2. WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THIS DESIGN DETAIL, ‘3. WALL DESIGN CALLS FOR 1 BLOCK COURSE EMBEDMENT. 3 FT HIGH LANDSCAPE BLOCK WALL = APPROXIMATE LOCATION OF GAS LINE Revision Table: 3) 5-26-26 STORMWATER 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025 WA Wihiphh WILLIAM S. SCOTT, P.E. Professional Engfieer, NJ. License N6. GE44863 NANCY J. SCOTT, P.L.S. Professional Land Surveyor N.J. License No. GS35875 ENGINE. SURVEYING PLAN N/VG ENSURPLAN INC. (Certificate of Authorization No. 24GA27997700) P.O. BOX 4304, WARREN, N.J. 07059 Tel: 732-469-0400 ensurplan@gmail.com GRADING AND UTILITY PLAN 15 RIDGEWAY AVENUE dd FF ELEV = 572.1 y acy DWELLING 8 Fi - a FF ELEV = 570.0 17,00" Proposed Sanitary Pressure Line ts GF ELEV = 568.0 _~ 5 Ld Existing sewer service to be located si y . . ©1 | [SET ona Floor - 3 PORCH and replaced if necessary as directed é g - by the Township Engineer. ~ i.) 3 Proposed Water Services aD ang ricer a -—Proposed Gas Services << o Q | a PAVED >—_| S = “oe \ DRIVEWAY: Q | w PROPOSED ft yA i | GARAGE SLAB / i one | 4 = A ALUMINUM R EXISTING ALUMINUM. eo >? ELEV = 568.0 PIgKe PENCE 5 sens . EDGE PAVEMENT PICKET FENCE 8 | lug [ 3 S 65'20’50" E | 276.95 a | ISo == a = H & 7 T 8 | a 6 ¢ 6 6 ¢ 6 6 is 6 : caf! fs a6 = ! n 7 | Q See ul vt ; v ¥ — v Ah, ode = a PROPOSED IN N 65°20'50" W__ | 402.31 \ | lee | S S. T S— PROPOSED “LOT LINE > s s s — a | CURBED. DRIVEWAY _. > = =? : : os - l@Ms | ---6 es --—-- fe ~~. ia l {wooo N 65°20°50” W | 528.66’ = | 1 PICKET FENCE ‘AND GUY WIRES - ” tape soa . 4° Perf PVC within Existing Overhead Electric ~ | 6 8” st bed (typ) i i 3| Pond Outlet Structure stone bed UyP Service to Remain i 1 ‘__ Precast E Inlet with weir wall beer ees , , | 1 567.30 Grate 0 5’ 10'15’20'25 50 100 2| 564.70 5” Orifice = 564.30 6” Orifice | ‘ 563.65 2.5” Orifice ' Below Grade Detention System 1 563.00 Bottom Bottom Pond Elev = 5620 GRAPHIC SCALE | 563.00 8” Out Top Pond Elev = 567.0 1 "—9()’ (44) 360HD Cultec Storage Chambers APPROXIMATE. LocaTiON Se WiteR oe DWELLING PAVED PA\ ro ALL AUNPAVED PAVEMENT PER THE 5” MINIMUM TOPSOIL RESTORATION DETAIL SEEDED AND MULCHED DENSE

= 567.0 1 "—9()’ (44) 360HD Cultec Storage Chambers APPROXIMATE. LocaTiON Se WiteR oe DWELLING PAVED PA\ ro ALL AUNPAVED PAVEMENT PER THE 5” MINIMUM TOPSOIL RESTORATION DETAIL SEEDED AND MULCHED DENSE GRADED AGGREGATE OR — PAYING. REQUIREM . 3/4" CLEAN, STONE COMPACTED WARNING TAPE IF APPLICABLE LINE MUST BE SAW—CUT IN EXISTING PAVEMENT. 95% STENDARD ON NIT EDGES OF EXISTING PAVEMENT MUST BE TACK COATED. . VARIABLE 3” THICK, TYPE S, CLASS A, QUARRY PROCESS MIX. = ACCEPTABLE ON SITE MATERIAL COMPACTED "WYE” 5” THICK BITUMINOUS STABILIZED BASE CONSTRUCTED IN 12” MAXIMUM LIFTS. EXISTING IN TWO LIFTS. OVERFLOW PAVEMENT 2” SURFACE COURSE FABC-1. GuSuH USERS SEEEESEEERREESEENEEEEED SoS. | TRACER WIRE IF APPLICABLE SPLASH BLOCK 8” MINT t8” MIN. 6” MIN. FT 90° ELBOW COMPACTED GRANULAR BACKFILL- SELECT FILL TO BE FOUNDATION WALL |_— WASHED SAND OR LIMESTONE SAND STONE BEDDING UNDER ELBOW NOTES: ROOF LEADER CONNECTION NOT TO SCALE PAVEMENT TO BE REPLACED WITHIN 48 HOURS. ROADWAY BACKFILL & PAVEMENT RESTORATION NOT TO SCALE 6" MIN. 6" MIN. GAS AND WATER UTILITY TRENCH DETAIL LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) SITUATED IN THE TOWNSHIP OF WEST ORANGE, ESSEX COUNTY, NJ SCALE: 1"=20' ORDER: E-11156 4 DATE: 11-25-2025 FILE: 29906 7