15 Ridgeway Ave Minor Subdivision Rev 3 Dated 4 13 26 File 29906

563.00 8” FES 6’x12’ 4” Rip Rap Level Spreader 8” SDR 35 PVC DRAIN CONNECTED TO PUBLIC STORM SEWER VINYL, Lar FENCE rt Sa eeeee ey GRADING AND UTILITY PLAN Top Wall ROW OF OLD METAL, FENCE: POSTS: iN NEW. LOT 28.03 wy 26,234 SF Landscape Block Wall Max Height 36” 566.0 ‘ALUMINUM PICKET FENCE. GRANITE BLOCK CURB wma 1/4" To 1/2" JONTS yr WOINTS SHALL BE MAX 1/2 WIDE AND POINTED, WITH 1:2 MIX CEMENT MORTAR. JOINTS TO BE CLEANED AND DAMP PRIOR TO POINTING. 1/2" MAX AIR ENTRAINED AND SHALL TEST 4,500 PSI MINIMUM ON 28 DAY COMPRESSIVE TEST. 1, CONCRETE SHALL BE N.J.D.0.T. CLASS "B" 2. ALL CONCRETE IS TO BE PROPERLY CURED USING A CURING COMPOUND, SALT HAY BURLAP OR OTHER METHOD ACCEPTABLE TO THE TOWNSHIP ENGINEER. 3. CONCRETE SLUMP SHALL BE 3” (+/— 1"), OR AS DIRECTED BY THE TOWNSHIP ENGINEER. 4, CONTRACTORS TO NOTIFY THE TOWNSHIP ENGINEER 24 HOURS PRIOR TO POURING. 5. EXPANSION JOINTS SHALL BE INSTALLED WHERE CURB IS ADJACENT TO SIDEWALKS AND CATCH BASINS. 6. 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 of Excavation Retained Soil 4” Perforated PVC 1. WALLS SHALL BE CONSTRUCTED IN ACCORD WITH THE spEciFicanons 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. 4" Min. Low Permeable Soil 36" Unit Drainage Fill (3/4” t— Crushed Rock or Stone) ia Finished Grade 4” Unreinforced Concrete or Crushed Stone Leveling Pad 3 FT HIGH LANDSCAPE BLOCK WALL 2) TOWNSHIP ZONING/ENGINEERING REVIEW 04-13-26 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 WA VEL COTT, P.E. NANCY J. SCOTT, P.L.S. ENSURPLAN INC. (Certificate of Authorization No. 24GA27997700) P.O. BOX 4304, WARREN, N.J. 07059 732-469-0400 ensurplan@gmail.com AND UTILITY PLAN 15 RIDGEWAY AVENUE IN BLOCK 158 yy 1 iy 20’ HIGH > ARBORVITAE ROW Z ( (c) , 2, Hl 67. 4 PROPOSED cy 1 fh PATIO 1 a H PROPOSED a _ ” / 1 COVERED PATIO r Na Hl % »” 1 I 568.9 i 2 H “ I } a , ! + H Tar I] PROPOSED TWO STORY DWELLING | enor 8 poregess: w==5 / ! Re G 30.0" / ‘Ls RECONSTRUCTED OVER FOOTPRINT | GF=570.1 =) ' i ']]> OF DEMOLISHED DWELLING | SF=970. i LOT 28.02 1 h \ 1 1 J o_o iF H }-—__ BASEMENT \\ H FF ELEV = 572.1 a EXISTING DWELLING 1 i ‘ 1 ) 1 { \ ! 3 1 I ‘ x iq / PROPOSED 2 STORY.

RINT | GF=570.1 =) ' i ']]> OF DEMOLISHED DWELLING | SF=970. i LOT 28.02 1 h \ 1 1 J o_o iF H }-—__ BASEMENT \\ H FF ELEV = 572.1 a EXISTING DWELLING 1 i ‘ 1 ) 1 { \ ! 3 1 I ‘ x iq / PROPOSED 2 STORY. H lacy DWELLING H \ w it . . _ zt io FF ELEV = 570.0 y =} 17.00" Proposed Sanitary Pressure Line she GF ELEV = 568.0 _~ 5 Ld Existing sewer service to be located 8 - . . ol 2nd FLOOR a BE ays PORCH and replaced if necessary as directed ba OVERHANG I ° 8 v by the Township Engineer. te L : Aa SEE EE eereeey SEE RE 9) 16" 4 a/o . on P $ H --Proposed Water Services 1 . _GVERHANG. sje ;— Proposed Gas Services ; ! ; 1 ] | | 1 | 1 Q a | | 3 x 5 PAVED —_| o _ ° ‘oe 3 a | Gee geben n oR enn nn pawn fnbn dy fan ESE SoS DRIVEWAY = | w | PROPOSED | | PICKET. GARAGE SLAB ORIVEWAY | O« z se M EXISTING ALUMINUM & = | > ‘ FENCE —~=| ELEV = 568.0 ALUMINUM oe P — . EDGE PAVEMENT PICKET FENCE \ can | TS ° [ 1 S 65°20'50"E | 276.95 a | | Ss | 3 | on oe ak os 6 3 6 6 6 6 G 6 Lig 6 / 6 ef — ot ko x | ———— >: 7 \ vfs ! | 8 w aY W \- W W W W W v W ‘A, W a od oye P ferns ENE 8 PROPOSED IN N 65'20'50" W__ | 402.31’ | Eis | Is | 3 S S S— PROPOSED SLOT LINE > 5 Ss S Ss 7 KN & a CURBED DRIVEWAY %& __ fo] —S) | 33 | ———— = = = ar ae = a = S 18" We Wy | {U) BS 3 ~- 2, Se GE Set ; ~- 4 --—-- —-- 2 - -~—-- 47 --- —-- -- — -- -- -- — -- Se -- Se $4 | ia | 1 {wooo UTILITY POLE ° - N 65"20'50 Ww 528.66 | = | 1 PICKET FENCE AND GUY WIRE: - Peery . | 4 I | Existing Overhead Electric e) | © Pond Outlet Structure Service to Remain o f L_ Precast E Inlet with weir wall , 8 ' 567.30 Grate 0 5’ 10°15’ 20°25" 50’ 100 g | | 566.50 Top Wall _ ! 565.10 5” Orifice | ; 564.50 6” Orifice , | I Orifice Below Grade Detention System | — : f 563.00 2.5) Orifice Bottom Pond Elev = 563.0 GRAPHIC SCALE | Revision Table: | 563.00 8” Out Top Pond Elev = 567.0 1 "—9Q)’ (66) 360HD Cultec Storage Chambers APPROXIMATE. LOCATION Se Waren tie 0) INITIAL ISSUE 11-25-2025 WILLIAM S. Professional Enghieer, N.J. License N6. GE44863 ro watt Ne PAVED UNPAVED PAVEMENT PER THE 5” MINIMUM TOPSOIL RESTORATION DETAIL SEEDED AND MULCHED DENSE GRADED AGGREGATE OR — PAVING REQUIREMENTS: 3/4" GLEAN, STONE COMPACT WARNING TAPE IF APPLICABLE Professional Land Surveyor t — J.J. License No. LINE MUST BE SAW—CUT IN EXISTING PAVEMENT. EDGES OF EXISTING PAVEMENT MUST BE TACK COATED. 95% STANDARD PROCTOR DENSITY. VARIABLE 3” THICK, TYPE S, CLASS

rofessional Land Surveyor t — J.J. License No. LINE MUST BE SAW—CUT IN EXISTING PAVEMENT. EDGES OF EXISTING PAVEMENT MUST BE TACK COATED. 95% STANDARD PROCTOR DENSITY. 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. EN ( EXISTING IN TWO LIFTS. OVERFLOW PAVEMENT 2” SURFACE COURSE FABC-1. SUR\ pp |__—-TRACER WIRE IF APPLICABLE - SPLASH BLOCK PLAN N/NVC 8” MIN 18” MIN. 6” MIN. 90° ELBOW COMPACTED Tel: GRANULAR 5 BACKFILL- SELECT FILL TO BE FOUNDATION WALL |_—— WASHED SAND OR LIMESTONE SAND GRADING STONE BEDDING UNDER ELBOW NOTES: LOT 28.01 ROOF LEADER DRYWELL CONNECTION NOT TO SCALE PAVEMENT TO BE REPLACED WITHIN 48 HOURS. ROADWAY BACKFILL & PAVEMENT RESTORATION NOT TO SCALE 6” MIN. GAS AND WATER UTILITY TRENCH DETAIL TOWNSHIP (TAX MAP SHEET NO. 91) SITUATED IN THE OF WEST ORANGE, ESSEX COUNTY, NJ SCALE: 1”=20' ORDER: E-11156 4 DATE: 11-25-2025 FILE: 29906