Copy of 15 Ridgeway Subdivision Civil Plans 1 6 2026 File 29906

PAVING REQUIREMENTS: LINE MUST BE SAW-CUT IN EXISTING PAVEMENT. EDGES OF EXISTING PAVEMENT MUST BE TACK COATED. DWELLING VARIABLE 3” THICK, TYPE S, CLASS A, QUARRY PROCESS MIX. ALL 5" THICK’ BITUMINOUS STABILIZED BASE CONSTRUCTED EXISTING IN TWO LIFTS. PAVEMENT \ 2” SURFACE COURSE FABC-1. 3" MINIMUM SURFACE COURSE 9.5 M64 | -——Drywell to accept roof runoff (12’x36’) MIN: 18" MIN. 3” MINIMUM DENSE GRADED AGGREGATE ne ' COMPACTED WYE SUITABLE _COMPACTED SUB—GRADE | BRKPLL ‘ APPROVED BY TOWNSHIP ENGINEER OVERFLOW / SPLASH BLOCK 1 Q ee ! ROW OF OLD ; ; / i - DRIVEWAY AREA PAVEMENT METAL FENCE, POSTS: ‘o =—— NOTES: NOT TO SCALE PAVEMENT TO BE REPLACED WITHIN 48 HOURS. a ELBOW WOOD STOCKADE ~ ex or 3 f ; . al PAVED UNPAVED FOUNDATION WALL - ROADWAY BACKFILL & PAVEMENT RESTORATION - : AS / PAVEMENT PER THE | 5” MINIMUM TOPSOIL NOT TO SCALE RESTORATION DETAIL | SEEDED AND MULCHED STONE BEDDING UNDER ELBOW ~\ DENSE GRADED AGGREGATE OR ~ | 3/4" GLEAN. STONE. COMPACTED WARNING TAPE IF APPLICABLE IN 6"—12" MAXIMUM LIFTS TO 95% STANDARD PROCTOR DENSITY. EE eT MOM LETS ER CONPACTED ~RROOF LEADER DRYWELL CONNECTION < NOT TO SCALE Pa nce \ | TRACER WIRE IF APPLICABLE NEW _LOT 28.04 yy, | 7 a 2 a Z sy 26,850 SF L / 20" HIGH ° " YO | | / ———~ ARBORVITAE ROW £ ye MIN. “ proposeD ; ° Y 3 PATIO SELECT FILL TO BE ' ua | WASHED SAND OR PROPOSED LIMESTONE SAND COVERED PATIO 85.04" STOOP % a a s . i TWO STORY al l 8 6" MIN. 4 EB DWELLING | = \ TO BE RENOVATED ; LOT 28.02 BASEMENT \ 24.38" | “a 7“ access \ GF ELEV = 100.00 a EXISTING DWELLING | ‘NN ! i ; “Js g PROPOSED 2 STORY. A x = h GAS AND WATER UTILITY TRENCH DETAIL acy DWELLING \ i -~ a | Wu *. . ie FF ELEV = 100.0 J 2 3 ES 17.90" _ Proposed Sanitary Pressure Line - GF ELEY = 98.0 -" # 5 3 ha : 2B | Ld Existing sewer service to be located | ‘and FLOOR - ws reel BMA ES ce and replaced if necessary as directed | | OVERHANG o/f , —$_$__—_— | by the Township Engineer. a i =/Q \ | | a! Oo . = o = / r= a S PROPOSED) Proposed Water Services | 2nd FLOOR J ; Ae " DRIVEWAY r— Proposed Gas Services | / / z \ \ \ . . eae | | \(Maintain Existing 95-1 \ "Grading Patterns) 4 | t WOOD STOCKADE \ ( ‘ c \ \, PAVED FENCE _| DRIVEWAY. 4 noe 8 oe iolz | cK EXISTING iM 2 os 2? © FENCE ~~ BIKE PENCE sonren , EDGE PAVEMENT PICKED PENCE 3 | | bu = rf eu / j S 65'20'°507 E | 276.95 a | ISo = = —= = — = = ai « f G: xe G SO C: G. G: G G: C: 6 c ! i i

iolz | cK EXISTING iM 2 os 2? © FENCE ~~ BIKE PENCE sonren , EDGE PAVEMENT PICKED PENCE 3 | | bu = rf eu / j S 65'20'°507 E | 276.95 a | ISo = = —= = — = = ai « f G: xe G SO C: G. G: G G: C: 6 c ! i i ah. oe d : : : ! | s v / 7 7 7 7 ' V y PRO, y = * »~ $ © —=—— APPROXIMATE LOCATION OF % PROPDSED 14 FT DRIVEWAY 65'20'50” W 402.31" [—_BENEFIT PROPOSED LOT Lt" | = REDON NEW LOT CINE ROQPOSED TOT LINE * ° \ ° ~~ gk > a | _—<__- — - - - - - ea e | 528.66" —___|__ x | | © aan . 1 ‘ old | Seite “-——--——--= --——--—=--—-- -—-- --—I--—--—--—--—--—_--— --—--—*- ! {wooo Var’ ror Sgt 20 ; ; N 65°20’50" W 528.66” 7 | Q i PICKET FENCE ‘AND GUY WIRE of ee —_ a , ! | ig | DRIVEWAY LOCATION TO Existing Overhead Electric e| | ° | PRESERVE SIX LARGE TREES Service to Remain é| | I & 1 sons 0 5° 10°15’ 20°25" 50’ 100° S| | | ‘_Drywell to accept roof runoff (12’x36’) 83 | f GRAPHIC SCALE Revision Table: —— INCREASE OF IMPERVIOUS SURFACE IS 4,259 SF. THE DRYWELL SHALL ACCEPT RUNOFF 1°=20' . . APPROXIMATE LOCATION 06 FROM THE ENTIRE ROOF AREA OF THE PROPOSED DWELLING (5,024 SF). AS THE DWELLING ROOF OF WATER LINE 1) UPDATE FOR NEW HOUSE PLAN 01-06-2026 0) INITIAL ISSUE 11-25-2025 WA AREA EXCEEDS THE IMPERVIOUS INCREASE THE DRYWELL SHALL BE SIZED FOR A 6” RAINFALL DEPTH OVER THE ROOF SURFACE DIRECTED TOWARDS IT. REQUIRED VOLUME OF DRYWELL IS 4,959 SF x 6” RAINFALL x 1FT/12” = 2,480 CF STORAGE EACH DRYWELL: 2 d LO (3 TANKS)(4 FT HIGH)(3.67 FT RAD)(3.14) = 507 CF TANK DISPLACEMENT: (3 TANKS)(4.5 FT HIGH)(4.00 FT RAD)(3.14) = 678 CF INLET AND OVERFLOW on WILLIAM S. COTT, P.E. BIT VOLUME = 12 FT x 36 FT x 6 FT = 2,592 CF i STONE VOLUME = PIT VOLUME (2,592 CF) — DISPLACEMENT (678 CF) = 1,914 CF Lrofessional Engmcer ad icense . VOID STORAGE = (1914 CF) (0.40) = 765 CF TOTAL STORAGE = TANK STORAGE (507 CF) + VOID STORAGE (765 CF) = 1,272 CF (each drywell) 4” OR 6” PVC ROOF DRAIN LEADERS —__—_——— TOTAL STORGAE = 2 DRYWELLS x 1,272 CF/DRYWELL = 2,544 CF SCH40 PVC @ 1% r—FILTER FABRIC Oy PLAN VIEW o NANCY J. SCOTT, P.L.S. f J — > Professional Land Surveyor 6’LID N.J. License No. GS35875 7 | - ' T ' 0 — _—) fs) ro. © _ 3 | _— 4°WALL E 4 i = = RE 54” NG ! | . se” || = = = ke ENSURPLAN INC. z “| i (Certificate of Authorization No. 24GA27997700) g | 1 P.O. BOX 4304, WARREN, N.J. 07059 3S =i | | Cc [ fo Tel: 732—469—0400 x 1 i ensurplan@gmail.com H | SEEPAGE TANK BY PEERLESS CONCRETE

INC. z “| i (Certificate of Authorization No. 24GA27997700) g | 1 P.O. BOX 4304, WARREN, N.J. 07059 3S =i | | Cc [ fo Tel: 732—469—0400 x 1 i ensurplan@gmail.com H | SEEPAGE TANK BY PEERLESS CONCRETE STORMWATER, LOT GRADING AND UTILITIES CATALOGUE #f B-17 15 RIDGEWAY AVENUE 18" 96" DIA LOT 28.01 IN BLOCK 158 (TAX MAP SHEET NO. 91) EXCAVATION 36 FT LONG TREE REMOVAL SITUATED IN THE ASA PROPOSED IMPROVEMENTS RESULT IN REMOVAL OF 9 TREES. TOWNSHIP OF WEST ORANGE, : (3)10",12”,16"(4)18" DBH ESSEX COUNTY, NJ DRYWELL STRUCTURE DETAIL SECTION A:A SCALE: 1”=20' ORDER: F-11156 4 (OPEN BOTTOM) DATE: 11-25-2025 | |FILE: 29906 4 NOT TO SCALE