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Also attached to this agenda item: 213 Cleveland ADU Application 213 Cleveland Architect Plans 213 Cleveland Neighbor Blumenthal Letter 213 Neighbor Eisinger Neighbor Letter 213 Cleveland Drive

, ~ ~ 7 ky x 6 4 \ Ca. > r /, % / \ aa &® Mount / \ e /< Airy —_ Oe y {~ : ( N/ Z E Ke ey ‘ Qu, > “ NOUSE is — Is, i, / w Jy Y nt > SK e 7 2amock ! x, Noy S & ; = oy TRAIL 4 y ad Rark ! % yd 0 a 9 J teste \ 3 GRE a DRIVE. fi pilot \ ma A TRAD, a = ‘S Downstrea \ ce om ~_\e) Ze ; County Park lpr fB treet Par! Z = 6 ? S \ 300 GRAND ST. eS & ste Ae NS 68.18-1-2 | © & —~, .. | r \ Sl. > < oe a i Lye Ro, ridge « \ = \ pbs f Sy ae te - a” \ 3 $ 8 8 OC eG 1° 4 — _ — — : eof © R \ N /F TOBE Y yLibesrs Sx Carrie E. Tompkins _ ae Cortlandt \ | 215 Cleveland Drive. ASPHAL > i eo 8 Kg \ S_21'23'40" 6 = S 5 68.18—-1—4 5 ! er p-: Ree C = =\z 7% , Ri VE W, bi 9 aS | > Unique Area fe; 16 ue) S/s S > S : 2 Ne 9550» Ww ‘ AY Sa ORE ket , J wy iy 0 =] Op 8 ; ° Q "ST a TW N | asf [* a— A169 4 LOCATION MAP O,. . a } \ “—f Oo —————_. —_—_— _—_ _ | Co | Il oT aia S NN 5 0) ONYL O CENCE. oO oOo —————_0 _ LEE | t N . T . S . “ — 1 PR. RET! ene: N= \ 68 . 3 ro 9 Pes c2'f | 70 ! WALL 20° KO“ SE) To = ~ Bf AT | ved Prog ae a : ‘ oa | 5 ou EX. m E \ 8° OAK o <L | | « TREE \o Nl O _ n TO BE Oo - an oe eee | | 5 > ad a ee eee eee \ Lg 40” i i | N/F CAULFIELD ‘1 Il proposen fore SHS - Ho \ ee are | 1 JACOBY ST “EAS llowecuine Only coh ttt 2, 5 w | () 2 --— | 68.18—-1—1 . 1? 2 DWELLING UNI jz = N /F BERGER PLATE. 2 . o | F | Ol] FF 163.5 ‘a ; 213 Cleveland Drive. Oe EXISTING . n Y ———, ie) ——___ : . —|— 2 . 8 g}]_, PROPOSED 08.15" 1 66 2 STORY & \70 ° (Ou SCALE IN FEET | I fp, CROSS FLOOR S|][2 \4 FT. HICH 29,144 SF. I 76 10.0" S BAREA=1,050 S.F. )]7> DECORATIVE 0.669 AC. PAVERS ONE BSMT. FRAME = = ————. — X. WATER SERV. 4 = | Kew | “We O})|G 9 ALUMINUM STORY BLDG < a | gf a SG EES FENCE ; & ~ : | EX. HOU ! 5 ( ea Ake) WSV = SE | 3 : . \ 8 @ L Li — \ \ \ Wood ' L | I 5 | 1” COPPER WATER < \\ | ~ wy ] ® SERVICE FROM MAIN DECK a ZONING SCHEDULE | 6 7 | ; | HOUSE T] CARACE > 213 Cleveland Drive | x | | 24-60 —|) ne e 7, | | ENTRANCE 73.34 \\| SECTION 68.18, BLOCK 1, LOT 66 — | ; ZONE: RA-25 REQUIRED | PROPOSED oe oO oO ACCESSORY DWELLING 18 - | | 7 | ‘N / | | | | | \ UNS BLDG. ENVELOPE ; > [ STONE | TOTAL LOT AREA: 29,144 SF(0.66 AC) COTTAGE | ae ~ 2 = aey 0 | () MINIMUM LOT AREA 25,000 SF 29,144 SF iT stone ely | | 2 Ld ah 1 | MINIMUM YARD DIMENSIONS ae — FRONT 40’ 46.0 | suB—suRFACE | J \ JS \ N E a S/H ADU HABITABLE FLOOR AREA 300-800 SF *1,050 SF — DETENTION | ~ a eeoe ee o a &/? ill rd — | | 7 eR ESEST 8) EO \ \ 3% o ‘lls ! ee te Te EX, DWH Tg! : eto” 10 2 5 Bs Py 2 vt Ty i aN : 8 ye Be \ p i 7 LAWN ws ke F r 7 + 4 = OFF STREET PARKING 2/DU 2 Of @ | 5 AREA 0) Vi ra is ACCESSO \ id I SS 2p ( $ S te so < e ALL 5.6 ‘ MAXIMUM HEIGHT 15° 15° of) ~ [SSE =A Dai i 75. = = sone 1070 5 DISTANCE TO PROPERTY LINE 10” 11.0° \ sf y “t 1 AK ESSSKOsED % VINYL FENCE © sa . or ot p py CSS - * REQUIRES PLANNING BOARD APPROVAL bo one 4 ai >) PARKING ——e ° a2 - - CS ~ S EX. DMH 7 y-0 ——_ WY \ AS AREA LH — — f NOTE: UTILITIES TO FIELD LOCATED PRIOR TO prema rs —— e a ANY CONSTRUCTION. OS EX. DI bt 244-88 0.0.0) el PORTION OF EX. ba N 19°09’00” W Me gulEra < — — RIM 160+ 8” PVC DRAIN(S) PT ANTI—4 VINYL FENCE TO 16D GV EX Es EX. STOPE a ~ INV 156+ zi : BE REMOVED Le wv = _ 160 | N Jal ee EX. ASPHALT GUTTER —_PIPE __ ee ——— 2 oe — —_~ ae Ri Yoo wy y ~ ~~ INV. 158.8 &) \ YZ — / PROPOSED 4” PVC SAN. \ ~__ GAS —— GAS ——> GAS ——y GAS ——Gas—— cas ——~~cas —_! cas SEWER SERV. 2.0% MIN. | ACOBY STREET | —— Ex. __ APPROX. ; —— < ~ Ri seo OAS ~~ Gg-OS EX, GAS May (50° WIDE. R.O.W.) | EX. SMH \ y PINI-—inv 156+ GAS —— Gas cas cas sas ; \ ~ — ca | eae ——— gas ——— GAS ————._ GAS ——— GAS “YB “oy sun / \N RIM 1604 Sa ofS Ex AS ons ee \ yz ; / 1388+ — “TeNifexcpa. OO a 4 INV. 154 Se ae =e TS RIM 160+ Fe FX _ PZ BE hse. sa seve wan sx | ee RALPH G. MASTROMONACO, PE, P.C. EX. DI T | | — ZES Consulting Engineers . &S | | CONE MAIN. | EX. SMH Ex. DIS / 13 Dove Court, Croton-on-Hudson, New York 10520 | | | INV.=156+ | NWA (914) 271-4762 (914) 271-2820 Fax N/F ALEXANDER | | N/F HAMICE | N/F BLUMENTHAL 2 JACOBY ST. | | | 4A JACOBY ST. 211 Cleveland Drive. ay /wy 68.17—-3-1 | | | 5 6817_3->.. | 68.17-3-3 | | lp | | 3 | | | é | | 5 | JL / SITE PLAN | _ ie: | PROPOSED ; / 4OUSE < | ae a ACCESSORY DWELLING I \i et < | / O ~ | | | EX HO S > UNIT | | | USE | d, ~ Ty. PREPARED FOR ai | £ o fox ERIC AND JESSICA BERGER | | | ) ~ Village of Croton-on-Hudson 7 | / WESTCHESTER COUNTY .NY Unauthorized alterations or additions to this drawing is APRIL 23, 2024 a violation of Section 7209 (2) of the New York State Education Law. REVISED: 4/25/2024 SHEET | OF 2 SHEETS CONSTRUCTION NOTES: @ 1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD -+$ 810. Nom, +} ne atin ALL UTILITIES — GAS, WATER, ELECTRICAL BEFORE THE START —t a AIOE NNER, Rall STABILIZE ENTIRE PILE . Clay ( = 28°) OF CONSTRUCTION. CONTRACTOR SHALL CALL 811 jo sto Lo Lo Lo Lolo lololo tells 2 SLOPE OR LESS Level Backfill a? _____g (DIG-SAFELY NY) (FORMERLY CODE 753). Lvl ri rte tv tv eee ee Pet WITH VEGETATION OR COVER ; 4 , 1 PINHOLE H (feet) D (feet) L (feet) layers VERSA-Grid | Oe ne ' ssinietale 2. EROSION CONTROL MEASURES, INCLUDING SILT FENCE, SHALL Wate apiece bee, ae — ESSE — 4 05 4.0 1 VG3.0 BE REQUIRED AS DIRECTED BY THE VILLAGE. retake io} teats nogar" J a] || ma 5) 0.5 45 2 VG3.0 3. ALL PROPERTY DISTURBED IN THE R.O.W. OR ON PRIVATE ive | on —t LANDS, SHALL BE RESTORED TO NEW CONDITIONS. Beets | | | | 3 . al | 6 0.5 5.0 2 VG 3.0 standard Heights 3/4” SETBACK - | ae mS / | ¥ 10 55 3 VG30 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL mr | _~ 74" Ax 045" Picket | | | ae ey 2" Max | : : : APPLICATIONS AND PERMITS REQUIRED FOR CONSTRUCTION. @| | {— | mu 8 10 60 4 £VG30 ee VERSA—TUFF PIN : ; : ' 5. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED HW INIT 2 PER UNIT $< 9 10 65 5 VG3.0 BY THE VILLAGE AND LOCAL POWER COMPANY. — H W : : 4 EET ETT ET ET | | Daeccnten: RECEIVING a 0 ma r ; Fy Hk SLOT = “| | 10 10 7.0 6 VG3.0 21" Min. 2" Nom. ‘ ie 1%," TYPICAL qe : | , 12 1.0 3.5 7 VG 3.0 EROSION AND SEDIMENT CONTROL NOTES: Footing depth ae hae — —_"* 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR | cry any a ON ne “ PINNING DETAIL 4 / TO THE START OF CONSTRUCTION AND MAINTAINED IN eae nh Wa a oes Ly ye \ CROSS SECTION a 6 ~ EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION = ExCAW ATOM . ce aaa a a MIN. SLOPE STRAWBALES OR SILTEENCE MIN. SLOPE N.T.S. we tI a 2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES ete oa aac TO BE USED WHERE TOPSOIL PRESERVATION IS NECESSARY FOR REGRADING AND VEGETATING 0 Ul eet MM ae ; AND CEC RICA TONS OF THE VILLAGE OF STANDARDS 2) Pani ivalso soeilable ior @ caveenter post spanine <<a DISTURBED AREAS. TOPSOIL IS APPLIED TO SUBSOILS THAT ARE DROUGHTY (HAVING LOW ec ocala 5 cso is gala eosaere a linen AVAILABLE MOISTURE FOR PLANTS), STONY, SALTY, HAVE LOW PERMEABILITY, OR ARE ge = liseli Croton—ON—Hudson. 4.) Fourth rail optional. fixity of rail ends for EXTREMELY ACID. IT IS ALSO USED TO BACKFILL AROUND SHRUB AND TREE TRANSPLANTS. = increased strength. PRESERVATION OF EXISTING TOPSOIL IS BENEFICIAL FOR ALL TYPES OF LAWN OR ORNAMENTAL 3. PRIOR TO ANY EXCAVATION, SILT FENCE SHALL BE &> PLANTINGS. INSTALLED AT THE APPROPRIATE LOCATIONS NOTED ON INTERNAL RETAINING ROD > EROSION CONTROL PLAN. SILT FENCING SHALL BE INSTALLED Variable pitch connection system for atl TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE VEGETATIVE COVER, MULCH, NON— CAP. UNIT AS DIRECTED BY THE OWNER’S REPRESENTATIVE IN THE ee aan oar 2 -@® VEGETATIVE COVER, AND PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE STABILIZATION ADHERE TO TOP PROPOSED FENCE FIELD AND INSTALLED AS PER THE INSTRUCTIONS OF THE ote 7 [wy MEASURE(S) SELECTED SHOULD BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, UNIT WITH a — MANUFACTURER. ADDITIONAL SILT FENCE MAY BE PLACED me ‘5? AND REQUIRED DURATION OF USE. CONCRETE ADHESIVE > BY THE OWNER’S REPRESENTATIVE IN THE FIELD. SILT . E35 <> FENCING SHALL BE MAINTAINED IN OPERABLE CONDITION - Vie 7 &S LF -%) 7 Tass IMPERVIOUS FILL AND SHALL NOT BE REMOVED UNTIL DISTURBED AREAS ARE LS Bey Sr B INSTALLATION NOTES | i THOROUGHLY STABILIZED. [[ ae oes () Ue: as 12 DEEP g a 4. ALL FINISHED SLOPES AND ALL ROUGH CUT SLOPES TO | 4 ‘ Ag ( * BD 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. CEOSYNTHETIC. REINFORCEMENT REMAIN OPEN FOR EXTENDED PERIODS IMMEDIATELY snags we Oey LeU ay’ Bi 2. MAAIMIOM SLOPE OF STOCKBICE SHALL BE 12 ee: SEE CHART ANNUAL RYE GRASS AND WINTER RYE AND MULCH WITH 6” YA PORERONNER™RATL Ap Ss UC a FOR LENGTH, TYPE, AND SPACING Z | QB 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED en , , OF HAY. Y Wes (| eg ot WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION arene a j A <I e ori eee ewes OR COVERED. eee! 5. ALL SLOPES CONSTRUCTED WITH FILL MATERIAL AND ALL ee —< Seas SOIL STOCKPILING 4 FETANED SACP SeE5ES, MULChEO an ‘sfaeeiees wine Staves reer TORN WRAP AROUND ATC N.7T.S. "sf = DRAINAGE AGGREGATE 1 | TE if NETTING, UNLESS OTHERWISE NOTED. >, st #149” THICK MIN. on ae Base Material ps : . | ; a yl rer Lib 6. ALL AREAS OF DISTURBED SOIL SHALL BE STABILIZED. IN *NoeMar™ Polyester ence Tors ower limit ne Ss peer t hee GEOTEXTILE FABRIC |: ADDITION TO ALL SPECIFIED AND LOCATED EROSION Powder finish coat of raceway for retaining . | LENGTH = 30° MIN, ——=| MODULAR CONCRETE ae i CONTROL DEVICES, THE CONTRACTOR SHALL TAKE ALL een. FACING UNITS TO BE: — — a WES AND NECESSARY TO STABILIZE THE SITE FORERUNNER™RAIL . CRUSHED STONE UNI-LOK "ESTATE WALL” went ad : “U"-Channel iall Values shown are nominal and not to be used for we ty APPROX iter pre med installation purposes. See product specification : (SIERRA COLOR) ed : 7. DO NOT STOCKPILE MATERIALS ON STEEP SLOPES, IN | RORMERGIAL SERENGTEL ALEMINUM architectural shape. Tor installation requirements i | NOTE: LOCATE ee Y, EXCAVATION LINE DRAINAGE SWALES OR IN WETLAND AREAS. SURROUND ALL am 1555 N. Mingo PAD ADJACEN ee, STOCKPILE AREAS WITH SILT SCREEN AND SEED THEM WITH HAL AMERISTAR® Tulsa. OK 74116 CONSTRUCTION yo THE ANNUAL RYE GRASS. Ditl eee EQUIPMENT AND eee REINFORCED BACKFILL SS www.ameristarfence.com wotH = II EXITING —— COMPACTED 95% OF MAXIMUM 8. ALL CATCH BASINS ARE TO BE PROTECTED WITH DRIVE. WIDTH| CONSTRUCTION eA STANDARD PROCTOR DENSITY HAYBALE FILTERS THROUGHOUT THE CONSTRUCTION PERIOD AREAS OF SITE vs “yj AND UNTIL ALL DISTURBED AREAS ARE THOROUGHLY TYPICAL ALUMINUM FENCE | WOR ss STABILIZED. N.T.S. MIRAFI FABRIC | | OR EQUAL 4 ; 9. HAYBALES SHALL BE USED AT THE TOPS AND TOES OF : 4” DIA. (MIN.) DRAIN PIPE SLOPES, AS NECESSARY, TO COLLECT SILT AND DIVERT OUTLET @ END OF WALL FLOWS. SILT SCREENS WILL BE USED IN AREAS OF OR @ 40’ CENTERS MAX. UNCONCENTRATED FLOWS TO COLLECT SILT. HAYBALES AND PLAN SLOPE TO DRAIN (1/8"/FT.) SILT SCREEN ON PLANS MAY BE AUGMENTED IN THE FIELD AS NECESSARY. MIRAFI FABRIC 6” COMPACTED CRUSHED STONE OVER —~ 6" 6” _COMPACTED 10. UTILITY LINE EXCAVATED MATERIAL SHALL BE | LO TIP 8 sueertoe IMPERVIOUS FILL TEMPORARILY STOCKPILED ON HIGH SIDE OF EXCAVATION SO i a PON ne SS Ae | GRANULAR LEVELING PAD RUNOFF IS DIRECTED AWAY FROM TRENCH, AFTER 6” THICK MIN BACK—FILLING, AREA IS TO BE TOPSOILED, SEEDED, AND : MULCHED. SECTION w ra = ANTI- TRACK PAD _ 11. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL WW N.T.S. TYPICAL SECTION REINFORCED RETAINING WALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED » a MODULAR CONCRETE UNIT (VERSA-LOK OR APPROVED EQUAL) REPAIRS SHALL BE MADE IMMEDIATELY. xt Zz = “40 FT. MIN 4 N.T.S. 12. SEDIMENT DEPOSITS SHALL BE REMOVED WHEN THEY < I= orparation 1 OS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE N\ E BARRIER. SEDIMENT SHALL BE DISPOSED OF IN A MANNER = $ CAMPBELL NO. 3893 100.6. ON DOWNHILL THAT DOES NOT RESULT IN ADDITIONAL EROSION OR e FINISHED GRADE 4 —— OF FENCE POLLUTION. n Z| \ Qeeererr su NOTE: USE CAST IRON A SEDIMENT CONTROL FABRIC VARIES 13. INSTALL GRAVEL BED AT CONSTRUCTION ENTRANCE TO — — STEPS FOR DEPTH ‘ WOVEN POLYPROPYLENE ow SERVE AS ANTI—TRACKING PAD. GRAVEL BED TO BE 2 2 COURSES™ 2 GREATER THAN 4’ ; DIAMETER CRUSHED STONE 6” DEEP, OVER GEOTEXTILE PLAN SQUARE OH FROM SUNLIGHT ; D> a CONC. BRICK (CAMPBELL NO. 2580 A AS PER AMOCO FABRICS CO. TOPSOIL AND SEED SUPPORT FABRIC. ANTI-—TRACKING PADS TO MEASURE 30 ; 6” PRECAST CONC OR EQUIV.) » ff MAINTAIN FENCE BY REMOVING 2” TOP COURSE — ITEM 403.16 TYPE 6 (MIN.) LENGTH BY THE DRIVEWAY WIDTH. Sewers shall be laid at least 10 feet (3.0 m) horizontally : he} 4 SILT BUILDUP AS NECESSARY from any existing or proposed water main. The distance = s PITCH 1/4” /ft 4” BASE COURSE — ITEM 304.02 shall be measured edge to edge. In cases where it is not (i 4 NISHED GRADE : : practical to maintain a ten foot separation, the appropriate re) 4: Fl RQ AAO NAO OOOO reviewing agency may allow deviation on a case—by—case K j ° é wi ae ay a : ~ — 7 basis, if supported by data from the design engineer. Such Ke y + cH ST TOE-IN FLAP OF FABRIC a deviation may allow installation of the sewer closer to a 7 CH 4°—6" BELOW GRADE to water main, provided that the water main is in a separate i i ALONG FENCE LINE = —— SSE SO — trench or on an undisturbed earth shelf located on one side : g [per of the sewer and at an elevation so the bottom of the water | 00 W ‘= EMBED POST 18” main is at least 18 inches (46 cm) above the top of the ~ eT , PAVEMENT SECTION sewer. tT) C] DRAIN/SEWER/WATER SEPARATION ( N.T.S. N.T.S. 6” CRUSHED STONE UNDISTURBED MATERIAL L=LEN. OF PIPE NOTE: AT CROSSINGS, ONE SILT FENCE [RALPH GC MASTROMONACO P E P C BINDER COURSE . ] —" . . L/2 L/2 FULL LENGTH OF WATER SECTION N.7T.S. FOR DEPTH OF C iti E . PIPE SHALL BE LOCATED PAVEMENT CUT. ONSUTINGQ ENQINESTS SO BOTH JOINTS WILL BE YARD DRAIN FINISHED GRADE AS FAR FROM FROM THE N.T.S. 13 Dove Court, Croton-on-Hudson, New York 10520 EX. PAVEMENT MAINTENANCE NOTES: ~sToRM /SANITARY SEWER COMPAGTED IN 1. INSPECT INFILTRATION CHAMBER PORT EVERY SIX MONTHS. (914) 271-4762 (914) 271-2820 Fax ~ roe iets & 2. REMOVE SILT INSIDE CHAMBER IF ACCUMULATION REACHES SIX INCHES. FINISHED GRADE iy INSPECTION MINIMUM. VERTICAL REY = oT f- KAS » ei TOPSOIL/SEED PORT SEPARATION = 18” CLEAN FILL fz \ FINISHED GRADE 160.0+ | COMPACTED IN Edu [1 \ 3/4” — 2” DIA. ————eEe—————EE———— 12° LIFTS < 55 - CRUSHED STONE F 4” TOPSOIL/SEED OR SOD ME TRENCH ” S& GRANULAR WELL GRADED MIN. SOVER TO BE FILLED IN WATERMAIN | aw > we BACKFILL SHALL 3 oY SOIL/AGGREGATE MIXTURES BELOW, AROUND | F.G. F.G. Ro UNDISTURBED BE COMPACTED 4 COMPACTED IN 6” LIFTS | AND ABOVE 7 >0 EARTH TO 95% DENSITY Zz 7u CROWN Top To INFILTRATORS a a © UA Sea NN | ‘o . Soi 158 z { 19 157.8 L_1158.2 Ros uu Re = v SELECT WELL—GRADED Oo KS MINIMUM. VERTICAL 3 TAMPED_BACKFILL | ” tow SEPARATION = 18” ° (12” LIFTS MAX.) a t BRIN” HS 7 | z SIDES_OF_TRENCH ° MS 6 PVC . Zz > B MIN Be MINS [MAY BE StOSES TS GOMPACTED IN 8 aa DRAIN > DET AILS/NOTES : 6” MIN. 6” MIN. SUIT SOIL CONDITION ” ; DRAIN __STORM/SANITARY SEWER 6 a , PE WHERE PERMITTED 120 HFTS DIA. | / \ \ 13" - + " TRENCH VARIES | (~ \ 12" 6” MIN. BACKFILL SHALL BACKFILL SHALL _- (re) | @ \ \ Se". PROPOSED | WATER BE COMPACTED BE COMPACTED . | Rb L/2 L/2 (TY) ~ SERVICE |< TO 95% DENSITY TO 987 DENSITY. | BOTOM. Bo. Sos TONE ACCESSORY DWELLING NO ROCK TO PROJECT WP, | Ss WITHIN THESE LINES ap DW COMPACTED ~ — LINIT L=LEN. OF PIPE ITEM 4 MN. 0.6 0.0 GRANULAR UNDISTURBED UNDISTURBED Noa : : . SOIL BASE OD + 2 EARTH SUBSURFACE DETEN TION PREPARED FOR IS TUR O.D. + 2 EARTH OR ROCK SYSTEM WATER MAIN CROSSING SEWER TRENCH AND PIPE 4 — SC740 CHAMBERS ERIC AND JESSICA BERGER WATER SERVICE BEDDING DRAIN PIPE BEDDING BEDDING DETAIL N.T.S. N.T.S. NTS. N.T.S. N.S VILLAGE OF Croton-ON-Hudson WESTCHESTER COUNTY ,NY APRIL 23 2ZO2ZA Unauthorized alterations or additions to this drawing is ? a violation of Section 7209 (2) of the New York State Education Law. SHEET 2 OF 2 SHEETS