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N/MAKAIL N/F NARDI N/F PROVENZANO N/F" ANTONELLI N/F AIELLO N/F DEI PESCHIO Ex. M.H, E 56.78 1 S 19"1 00" _ _. - _ /F RE E L__j•� �' N CC SAN .�9 S 12*22*00" E 213,47' a" 113.09 EX, 8" SAN, SEVvEp 0.r r ;14r PA TIC) r. ? . r. 11 753 s. f. C , --,0.27 r t. f 6 ✓ PROPOSED PATIt ,,_us HOUSE C GSR PATIO U ; BF 1100 00 C NOTE: NO STORAGE PARKING OR ENTRY � 114— f INTO THIS AREA IS PERMITTED. DURING u7 !. THE CONSTRUCTION PROCESS EXCEPT FOR U P,. 113.5 1 PROPOSED / �gp THE SOLE PURPOSE OF REM4VtNG THE,, ` z I 11.6' PROPOSED d P 0 ,'EXISTING S)MMMING POOL. HOWEVER. 0 P ted U � HOUSE E^l41PMENT USE SwOULD BE MINIMIZED , � 011 4� ClI DOUSE Unauthorized alterations or additions to this drawing is a vitatotion of Section 7209 (2) of the New York State Education Law. #. 10.0 BF 119 GAR. A8 MUCH AS POSSIBLE. IMMEDIATELY '� kla� GAR. FF 119 � Z {' { AFTER THE POOL (S, REMOVED AND �tQ ' I � � 4 BF 140 § f ; REPLACED WITH FILL, THE AREA SHOULD, t;ta (0 BE SECURED. le 13 st . DIS 1 DR` # v,4,' P , 114.20 10C'WELL"T w 113.6LU OP r�4 � "r� 41.3 00€ _ N /F S TITH ` bio z > r DRY > * �` . ''' j 7 DRIVEWAY/UTILITY WEL01 1 --I # EASEMENT J , ✓'''.- t i f \1 !. `~ TREE PROTECTION/ . 112�€LL NO CONSTRUC"nON AREA t! t 0 Y , w / t 81.44' Dil t GfA \ P 1M 112.00 P 1f E J INV, 106.89 1 € kk •f , _ .«. f } r 13464 s T._ � P. P i„.<,.: � . � 17506 s. f . j 0.31. 51 acres E3IDR1 `1 0.40 acres 16595 s. f. s R1m111141 ,t> �. ... 7 t`� Jr7.70 : � € tJ .3� � C7Cre . ? 1 i J"S" 108.2 ,-x c n S 14'23'(X?7'E 7C},Dd'",rt,:> ! P FLAGSTONE TERRACE (.€ € I I . S 14`,23'00" E 80t 00' I l ' ' #_ , log JI s P P r+ ! 1l08 i . I I -1 to' t' ; N/F HERNANDEZ N/F SABIA _ 1_ EXISTING n Z' t�7 2 1 /2 STORY ! ! BRICK & FRAME w_C? iP k c3, P !` 1 D WELLING r � P tt� fl r ; F _ ca # a _ w e l I € P r ii t '}I w 4 T }.f (yl tt1 ., .. k f :. v W J a134 Xb! o a. I 01 I 1 'i vP tv i ! P 1 fit. 1 157.72 L.F. 12" CMP 6,78%1- !✓" I €111 � P I } DRIVEWAY TO BE # ! REALIGNED 100 EX. MON S 14-23-00" E 1 Q.00 P € a .. RIM 100.07 P RIM 100.07 INV, 95.87 J INV. 96.01 P 4 r � cAs vALVE "�^ , r P , 14.15 L.F. 15'° CMP 1.001 . ; .2.02% �•" .. EX. C.B. 2226 L.F. 15' CMP �._. TOP 98.77 — — EX, M 9997 WATER MAIN _ ! 1 INV. 98:77 AVEt--°! V NIM. DMH__ �A Y Y T 0-40 . I VE J1 INV. 12" iN 97.00 IM. E38 37 STORM DRAIN _ _ _ - — .: _ _. -_ _ ; �L_ _ _ �. ._ _ _ _ _ _ _ ._ _ _. _ � _ INV. (15" IN) 95.44 SANITARY SEWED _ EX. RCP EX. SMH ._ _ _ -_ _" � RIM 100.0 EX. C,l3 INV. 87,9 EXDMH RIM 99.25 r I INV. 95.05 (OU T) 6 I N/F MARCI N/F MARCI N/F GIANFRANCESCO N/F GIANFRANCESCG N/F GARAFOL© o�z i IRENHYL AVE i t� v yPa 10 P P i LOCASCALE; �y{/ , {/y��*++T� TIOs {(��ivP +��{may) J 10 20 40 60 SCALE IN FEET LEGEND " EXISTING PROPOSED ( CATCH BASIN DRAIN MANHOLE SAM. SEWER MANHOLE i HYDRANT DRAIN INLET 0 0' WATER TE VALVE DR T YV ELL ® MONUMENT _.. --294-- CONTOUR LINE EXISTING TREE/ DESCRIPTION RALPH GEORGE MASTROMONACO, P.E. Consulfing Engineers 13 Dove Court, Crofon-_' -Hudson, New York 10520 NE�f ' (914) 271-4762 sr7. r u � h t �0- 05 fi N. CL=U 1 E UI V IIP N C NO 6 I -AA VV TI-- OI ,DN A if , PQEPAQED FOS 1 CV0WA12D L E\/\JE VEIL _ INC. AND PETEQ MUQQAY REVISED: 11/20/95 VILLAGE OF QYE BQOOK REVISED. 11/2/95 VV STC"ESTEP COUNTY, N.Y. REVISED: 10/27/95 REVISED. 10/17/95 DATE- AUGUST 28, 1 995 SKEET I OF 5 SHEETS N/MAKAIL N/F NARDI N/F PROVENZANO N/F ANTONELLI N/F AIELLO N/F DELPESCHICI R/F " F_ 56,78' NECCE S q'i 3"00 E" S 12'22'00" E 213�47' 17, dgr-_ EX. 8' SAN, SEWER 6-R-AtN AND C SE 5 Ld 0 PAfIOLJ'� L 753 S. f 15 res IN, PROPOSED ac --115— ------ S EX A T' 7 HOUSE FF 119 PATIO TI GAR, i _,�) '': 1.1,RATIN 8F 110 100, .,Non: NO STORAGE, PARKING OR ENTRY Lr) tf) INTO THIS AREA IS PERMITTED DURING 114 -- THE CONSTPLICTION PROCESS EXCEPT FOR 1115 j Z PROPOSED PROPOSED 0) THE PURPOSE OF REMOVING P4E 0 'EXISTING SWIMMING POOL. HOWEVER.,,., 0 V) H 0, U SE 1,+OU SE - EQUIPMENT USE SHOULD BE MINIMIZED,- a Z N/F DAVIS Unauthorized alterations or additions to this drawing is a violation of Section 7209 (2) of the New York State Education Low. 4 FF 119 AS MUCH AS POSSIBLE. IMMEDIATELY < FF 119 GAR, GAR. BF 110 BF 110 AFTER THE POOL IS REMOVED AND, 0 REPLACED WITH FILL, THE AREA SHCrULD,,' 0'' BE SECURED. 0: Nix L 7 —113 iFT WA WELL > 100 < W 3� IJJ I 1 -1 N/F STI TH Z 6 le DRiVEWA 'e/wnLITY DRY 4� �V4n, J o FAHEMENT DRY WELL 01 TREE PROTECTION/ 0 4" NO CONSTRUCTION AREA \v < ---------- r < C) Dil spaw (4) RIM INV, 10689' it 13464 sJ, 17506 S. f, > 0.31 acres.0 DIDRI 04acres 16595 f, RIM INV, 107,70 0.38 acres INV 6- 1,68 2 All FLAGSTONE S 14'23'00" E 70. 00' TERRACE S 14*23'00" E 80,00' 109 NMI air, N/F HERNANDEZ EXISTING N /F S, A E31 A �07 2 1/2 STORY 0 0 BRICK & FRAME DWELLING +7I. 0Z 4', Zil 0 V Z 0 Lq 0 V) ffi i. < W M I 1, R, I A V" it P. Z W Cl LJ < 5 a. I o ny iX, - - x W Uj I> W 157,72 L.F. 12" CMP 6.7895 + DRIVEWAY TO BE REALIGNED I ;4 Q EX. MON 0 0 1,K, - I � '--' I 05.3i - , 1Q ANTIt, S 14'23'00" E 15€3.00'CB1-L TRACKJNq Cal _R A4TI'- RIM 100.07 j Rim 100.07 TI A KING INV. 95.81 INV. 96.01 P FA 1j, P, W.V. GAS VALVE i _T"qF 07o 1_741 2.26 L,F, 15" CMP 2.02%_______ 14.15 L.F. 15" CMP 1,0 Ex. C,B, 2 TOP 98.77 —EX. WATER MAIN— - NV 96.77 DMH INV. 12" IN 97.00 �!M 99,97 �4A\/VTF401Z-_,)NE AVE. !NV. 86�37 STORM DRAIN INV. (15' IN) 95,44 SANITARY SEWER 4aX. 5M RCP EX, SMH RIM 1=0 EX. C -B NV, 87.9 EX, DMH RIM99.25 INV. 95:05 (CUT) N/FN/F MARCI MARCI N/F GIANFRANCESCO N/F GIANFPANtESCO N/F GARAFOLO LOCATION MAP SCALE, I " = SOO' EA SITE 0 10 20 40 60 SCALE IN FEET LEGEND EXISTING PROPOSED CATCH BASIN E) DRAIN MANHOLE 0 SAN. SEWER MANHOLE 'C( HYDRANT DRAIN INLET 0 WATER VALVE MONUMENT —294— CONTOUR LINE EXISTING TREE/ DESCRIPTION HAYBALES AROUND .0 F7�MINLET STRUCTURES Osamu SILT FENCE =100 HAYBALE CHECKS RAL.PH GEORGE MASTROMONACO, P.E. Consulfirg EVreers !3 Dove Court, Cr dson, New York 10520 (91 41 271-4762 A10 054N9.0 0- ESSO EPDOSION CONTW,10L PLAN FDIC CLUSTEP' SUBDIVIS101 N OF NO. 6AVE. RQEPAQED FOQ J- ICS VVAQ1D LOEVVENTI4EIL, INC. AND PETEQ MUQQAY REVISED: 11/20/95 'VILLAGE OF QYE BQ0OK REVISED: 11 /2/95 VVESTCNESTEQ COUNTY, N. Y. REVISED: 10/27/95 REVISED: 10/17/95 DATE. AUGUST 28, 1995 SHEET 2 OF 5 SIIEETS N/F DELPESCHIO N/F DAVIS Unauthorized alterations or additions to this drawing is o violation of Section 7209 (2) of the New York, State Education Low, N/MAKAIL N/F NARDI N/FPROVENZANO N/F ANTONELLI N/F AIELLO EX. M,H1 r----_ S 19'1 0 , " N/F RECCE gl,_ SAN. S 12*22*00" E 213.47' R, t—AND FAN EX. 8" SAW SEWER EX, SEWER �t4ENT -L-at aFS A f CI` SNOW FENCE TREE ROTECTIO Q* 0 N W 7 SNOW FENCE TREE �N W 11753 s. f. PROTECTION (T 0 YP,) ✓ Q.27 acres CIA .7 V PROPOSED If HOUSE 15,2 J, -PATIO FF 119 GAR, _PATIO' 8F 110 2 NO STORAGE, PARKING OR ENTRI' �1 til INTO THIS AREA IS PERMITTED DURING 114 — Lo THE CONSTOUCTION PROCESS EXCEPT 'FOR, 113,5 PROPOSED THE SOLE PURPOSE OF REMOVING THE , 1 R-RWPOSED > 0 HOUSE y EXISTING SWIMMING POOL, HOWEVER- 0 FOUIPMENT USE SHOULD BE MINIMIZED, olz <fV 0 5; a P 1-47F 119 FF 119 I< AS MUCH AS POSSIBLE, IMMEDIATELY NIM 10 Lj GAR. GAR. Z BF 1110 AFTER THE POOL IS REMOVED AND. U_ 10� I _j W 7 00 REPLACED WITH FILL, THE AREA SHOOLD 00 0 (D BE SECURED.' U < DR > T_ 100 IF1, LL 1�z "o 3 Z 113.5 01y) I izo WE U 'z 0 0 < C) 5 1 '101, 1 , 11 1 ;, . _ , 113-- 001"( Z DRY U WELL f Wry _07RIVEW�AY/UTILITY Ok EASEMENT W DRY WELL TREE PROTECTION// 0 NO CONSTRUCTION AREA 4 + L "81 44 0 DII RIM 112,00 INV. 106.89 I., ry -IN a. 13464 sJ� �\ \ 17 11 1 <'), N 17506 s. f, ow 1�� V, 0.31 acres �N 0.4.0 acres 16595 sf. D RIM 111.50 0.38 acres - PROPOSED SCREENING j 7-, S 14'23'00" E 70.00'FLAGSTONE; TERRACE :11 1 1. S 14'23'00" E 80.00' log &j j0d V, N/F HERNANDEZ It EXISTING N/F SABIA 7 2 112 STOR �0 BRICK & FRAME 10,0, I I! I 4 DWELLING W Q _V) Uj `7 01 Z 0ff. 0 Uj W z t Z SNOW FENCE TREE=j Z PROTECTION (TYP-) > < 4 WIp 0 owl tQ < U.) 2 1 LIU,0 Cr Tl 7114 157,72 L.F.12" CMP 6,78% 1{12, < DRIVEWAY TO BE REALIGNED EX, MON 100 -j-T ----- ----- S 14*23'ob" E 150.00' L i CBI -R 4" RIM 100,07 RIM 100,07 INV, 57 INV. 96,01 w. v. GAS VALVE I 1 4,1' 7 Ek I.B. 22-26 L.F. 15" CMP 2,02%---,__ 5 L.F.15CMP 1,001 - TOP `98.7 7 — --EX. WATER MAIN— - INV, 96 77 EX� DMH 99 9� ��AVVT`k�O;ZNE INV 12" IN 97.00 AVE �NR,NV ! 86 . 3 - 7 STORM DRAIN. -INV. 415' IN) 95.44 A- :7-1— — -_ _ --- S,�NITARY SEWFR CP EX. R_ EX_SMH Ex. C.8 RIM, 1=0 F I Ex. Dy" RIM 99�25 °NV 95,C15 (Ou'. N/F MARCI N/F GIANFRANCESCO N/F GIANFRANCESCO N/F STITH N/F GARAFOLO 4p LOCATION MAP SCALE- I " = 800' SITE 0 10 20 40 60 SCALE IN FEET LEGEND _j EXISTING PROPOSED 10— CATCH BASIN E) Z 0 SAN. SEWER MANHOLE 0 HYDRANT F4 DRAIN INLET 0 WATER VALVE DRYWELL PINUS STROBUS/ EASTERN MONUMENT —294— LOCATION MAP SCALE- I " = 800' SITE 0 10 20 40 60 SCALE IN FEET LEGEND SYM. EXISTING PROPOSED CATCH BASIN E) DRAIN MANHOLE 0 SAN. SEWER MANHOLE HYDRANT F4 DRAIN INLET 0 WATER VALVE DRYWELL PINUS STROBUS/ EASTERN MONUMENT —294— CONTOUR LINE PROPOSED LANDSCAPING EXISTING TREE/ DESCRIPTION SPECIES SNOW FENCE TREE PROTECTION EXISTING TREE TO BE -REMOVED SYM. COMMENTS RHODODENDRON MAXIMUM POSEBAY RHODODENDRON 3'-4' COLLECTED EASTERN ARBORVITAE/ 5* -6' COLLECTED THUJA OCCIDENTALIS PINUS STROBUS/ EASTERN 5' –6' COLLECTED WHITE PINE NOTE: ALL PROPOSED TREES SHALL COME FROM GOOD NURSERY STOCK, RALPH GEORGE MAST ROMONACO, P.E. Consulting Engineers 13 Dove Court, Crot o c Maw York 10520 'MiA AS (94 4) 271-4762 2, M, Ivv 0. 0 5 & PPOFES LANDSCAPING PLAN FOQ CLU TES UBDIVISION 0 F NO, 6 IAAVVT�AOP_)NE AVE. PQEPAQED F0Q 1-40WAIZ-)D LOEVVENT�AEIL, INC. ANC) PETE�MUQ;�'AY REVISED: 11/20/95 VILLAGE OF QYE BQ(:)(:)< REVISED: 11/2/95 VVESTC1IESTEQ CC)UNTY, N, Y. REVISED: 10/27/95 REVISED: 10/17/95 DATE. AUGUST 28, 1995 S-4EET 3 OF -5 'SkAEETS BALED MAY OR STRAW BALES TO BUTT TOGETHER i 1 DEPENDING ON HEIGHT OF ¢ SND STEEPNESS OF RESULTING f O.T TOE OF SLOPE -EXISTING r � INTERSECTION. - 2" X 2" X 3' AKES EACH SALE PLAN EMBANKMENT SLOPE EXISTING im PLAN 2 - 2" x 2" X 3' EMBANKMENT STADES EACH BALE SLOPE GF�e3t,1N5 l r Ex,ISTING GROUND OVERLAP EDGES TYPE 'A' TYPE 'H' NOTE: NOTE: TO BE USED IN LOCATIONS LAMER€ TO BE USED WHERE THE EXISTING THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE TOE TOWARDS THE TOE OF TH€ EMBANKMENT{ A( A E. ECKS N,` -.S, FRAME AND GRATE IN LAWN AREAS USE CAMPBELL NO, 3224 IN PAVED GUTTERS USE CAMPBELL NO. 2824 FiNIS}3ED .GRADE 11 A NOTE: USE CAST IRON 1 COURSE CONIC. BRICK FLOW O 6" PRECAST CONE, t OR CONIC, BLOCK i 4'--00" 6 PLAN 2 - 2" x 2" X 3' EMBANKMENT STADES EACH BALE SLOPE GF�e3t,1N5 l r Ex,ISTING GROUND OVERLAP EDGES TYPE 'A' TYPE 'H' NOTE: NOTE: TO BE USED IN LOCATIONS LAMER€ TO BE USED WHERE THE EXISTING THE EXISTING GROUND SLOPES IN GROUND SLOPES AWAY FROM THE TOE TOWARDS THE TOE OF TH€ EMBANKMENT{ A( A E. ECKS N,` -.S, FRAME AND GRATE IN LAWN AREAS USE CAMPBELL NO, 3224 IN PAVED GUTTERS USE CAMPBELL NO. 2824 FiNIS}3ED .GRADE 11 A NOTE: USE CAST IRON 6" CRUSHED STONE UNDISTURBED MATERIAL FRONT VIEW MIN. 2f3 DIS TO DRIP LINE STEPS FOR DEPTH 1 COURSE CONIC. BRICK GREATER THAN 4' 6" PRECAST CONE, OR EQUIV.) OR CONIC, BLOCK Q 4'--00" i 18" SUMP a 6" CRUSHED STONE UNDISTURBED MATERIAL FRONT VIEW MIN. 2f3 DIS TO DRIP LINE STEPS FOR DEPTH GREATER THAN 4' (CAMPBELL NO. 2580 OR EQUIV.) Q D a d AS SPECIFIED ` CLASS 1 CONC. SASE j a N T . S, OF THE EMBANKMENT 6" CRUSHED STONE UNDISTURBED MATERIAL SIDE VIEW 3' MIN, JIPOROUS BACKFILL TO DRIP LINE tx / PROPOSED IRA 4"-6" TOPSOIL 2". WEEP HOLES 8' O.C. GRAU� 2" WEEP HOLES 8' O.C, THEE WALL i VVELL DETAIL N. T.S. I PLAN I ELEVATION _INE GH SNOW FENCE POSTS 8' O.C. AT LINE OF OUTERMOST tCHES TQEE PQOTECTION DETAIL N.T,S GENERAL NOTES- -FRAME AND GRATE CAMPBELL #2541 � ' 1. THE, CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL 12. - _ E+" UTILITIES - GAS, WATER, ELECTRICAL-- BEFORE THE START OF OR AS DIRECTED _ CONSTRUCTION. NOTE: US+E CAST IRON HARDWOOD OR METAL POST IL STEPS FOR DEPTH 2, THE INSTALLATION OF WATER AND SEWER SMALL BE UNDER THE 10' O.C. ON DOWNHILL 2 COURSES GREATER THAN 4' DIRECTION OF ANY, STATE LICENSED PROFESSIONAL EN614. E:R. SipE OF FENCE TOPSOIL AND SEEM CONC. BRICK (CAMPBELL NO. 2580 2" TOP COURSE ITEM 403_16 TYPE 6 OR EOUIV,) 6' 3, AS BUILT FLANS SHALL BE #RE004RED Alva 6" PRECAST CONC. Wy CERTIFIED BY A N.Y. STATE:LICENSED OStONAL ENGINEER. SEDIMENT CONTROL FABRIC PETC�.-- 1/4-/ f 4 SASE COURSE - ITEM 304,02 � 2'-6' ROFIE WOVEN POLYPROPYLENE L ED GRADE N .. 4!-00" FINIS r; , -. > 4. A PROPERTY TREATED TO RESIST DEGRADATION ' t, ,. ,. .. , , ALL QIS'TURBEE3 IN THE R.O.W. OR ON PRIVATE LANDS, FROM SUNLIGHT SHALL BE RESTORED TO NEW CONDITIONS. AS PER AMOCO FABRICS CO. 2„ 5. THE CONTRACTOR SHALL BE RESPONSIBI E FOR ALL APPLICATION ANIS i t MAINTAIN FENCE BY REMOVING -� PERMiTS REt1@ IRE0 Fife CONSTRUCTION, SILT BUILDUP AS NECESSARY AS SPE:CIFIED, 18" SUMP 6, THE ROAD AND wnumES SHALL BE STAKED IN THE FIELD BY A N.Y: STATE LICENSED SURVEYOR OR ENGINEER. T YPICALr DRIVE NAY ECTION cLAss 1 cvllc. BASE FLO L EFAN 7. UNDERGROUND GAS AND ELECTRIC SHALL BE AS REQUIRED BY THE TOE-tN FLAP OF FABRIC N T r `* VILLAGE AND CON EpISSCJhi. 4-6" BELOW GRADE ALONG FENCE LINE 6 CIiUSH€D STONE 6 CRUSHED STONE, s 8, WATER MAIN CONSTRUCTION SHALL SE 'AS REOU1RiED BY THE UNtJiSTURE1EiJ tv1ATI,RIAi UM1fDiSTIsFBE13 MATRIi0.L' NEW YORK AMERICAN WATER CO. p4 EMBED POST 18" FRONT. VIEW SIDE VIEW 9. ALL DRAINAGE PIPE TO BE CMF' UNLESS OTHERWISE 140TED. CATB,A II"el' 10. ALL. GRADED SLOPES SHALL NOT EXCEED 1 VERTICAL ON 0 HM7_ONTA�. UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER, N. T. It A MINIMUM OF 10 FT, SEPARATION SHALL BE MAINTAINED -BETWEEN, tNDIMOUAL LINE CUT _ '- '_ _ / LINE CUT MOUSE SEWER AND WATER SERVICES. \FOR AS ORDERED t L I OR AS ORDERED- f SILT FENC €XtsTINGEXISTING N T. S PAVEMENT oo CLASS 'A' CONCRETE PAVEMENT UNDISTURBED MATERIAL UNDISTURBED MATERIAL FINISHED GRADE (EARTH SHOWN) TRENCH WIDTH EXPOSE A MINIMUM OF 12" OF EXISTING \'#3 BARS 12" O.C. BOTH WAYS TOP REINFORCING AND TIE TO THE PROPOSED AND BOTTOM_ -' REINFORCING,2' MIN. COVER TOP AND BOTTOM, CONCQPTE PAVEMENT REPLACEMENT CLEAN FILL N.T.S. COMPACTED IN 6" LIFTS tis HAYBALES BUTTED TIGHTLY (TYP.) CATCH BASIN OR OTHERSELECT GRANULAR FILL STORM STRUCTURE 1 X 2" X 2 HARDWOOD OR METAL COMPACTED IN > DOWEL STAKE (2 PER SALE) 6* LIFTS i j4.. 2"R R S�In q { INSTALL 2' DEP, CURB SANITARY SEWER AT DRIVEWAYS OR WATER SERVICE J �r PIPE ROAD SUBGRADE ✓ : j .. ASPH. CONIC. TOP' j NOTES: ASPM. LONG. BASE1. ALL STORM STRUCTURES TO BE SURROUNDED WITH STAKED HAYSALES 3j4" CRUSHED STONE: AS SHOWN, UNTIL SITE HAS STABILIZED. 9 1 j2 UNDISTURBED 2. SEE PLANS FOR LOCATIONS t31? + 2' 'EARTH PAYMENT LIMIT !-IYBAL STAKING N ASPIP AA ...!T CONCPETE CUPE3 EARTH OR ROCK AT STOP -'M STOP-'MSTQUCTUQ N. T . S, T7'PICAl.. TRENCN AND PIPE E5EDDlNG N. T. S. f=0;2 NATER AND S UV P S VICI N. T. ---2 PAVED WIDTH 16 50' 2" TOP COURSE - ITEM 403.16 TYPE 6 CONIC. CURB 4" BASE COURSE - ITEM 304,42 CRUSHED STONE _.E'ER FT. ! \ mro FT. _ 7 MIRAFI FABRIC OR EQUAL I t a .. _. I!,, `✓ 1" WATER 01" WATER NOTE: LOCATE PAD ADJACENT COMMON D IVEVVAY SECTION TO POINT WHERE CONSTRUCTION EQUIPMENT AND TRUCKS ARE EXITING CONSTRUCTION AREAS OF SITE N • T . FLAN 4" COMPACTED CRUSHED STONE 6., COMP FABRIC GR 6" COMPACTED 'SUBGRAD€ f �^' 4' MIN. OR AS DIRECTED SECTION 12' CRUSHED STONE SET TO GRADE SURROUNDING STRUCTURE TOP OF PAVEMENT ,RALPH GEORGE V ASTROMOIN NIA O, P.E. r ANTI TRACKING PAD Consulting Engineers -� L=LEN. OF PIPE NOTE: AT CROSSINGS, ONE Lf2 Lf2 FULL LENGTH OF WATER PIPE SMALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM FROM THE SEWER AS POSSIBLE. 0,1 SANITARY SEWER 4R STORM DRAIN MINIMUM VERTICAL SEPARATION - 18" WATERMAiN MINIMUM VERTICAL. SEPARATION - 18" SANITARY SEWER OR STORM DRAIN Lf2 Lj2 L -LEN. Of' PIPE SANITARY 0;2 STOPM D AIN WATEP MAIN CPOSSING N,T,S. ( 13 (have C.,ourt, N son, New York i u,,,)2u 18" DiA. coveADJUSTABLE CURB BOX rp�� ��� (914) 274-4762 6 MUELLER OR APPROVED I EQUAL COPPER WATER SERVICE CURB STOP AND ° 054 WITH NO JOINTS BETWEEN DRAIN MUELLER Fp ty� 1� NOTES: P _ WATER MAIN AND CURB STOP, H--15219 OR pRQFESS40N�'� MIN, CONC. STRENGTH 4,000 Si 28 DAY APPROVED EQUAL PLAN 2• STEEL REINFORCEMENT ASTM A-6115-75 GRADE 60, 1" MIN, COVER 3. DESIGN LOADING IS LIGHT DUTY COPPER r HOUSE PE �', O ,�-CONiyECTION' 5_0 DETAILS _ EtRICK 1 j2 CUBIC YARD - - BLOCKING ... OF CRUSTED STONE t^ 5 DIA, INLET iIAQ C1 0 � 0001 4�4 � UNDER DRAIN OPRIwI�Irs� FO taaa C D m C_:.i # aul 2,-11" CORPORATE STOP I Cf Cl C3 [ 3 C� 13130! MUELLER H-15008 E m 13001 Off. APPROVED EQUAL C Com• S E S'I � D tf }CJ[?C1 C3 CJ I I I DIP WATER MAIN OF 5'M 6" 10 0 ci C30 m 000 1 WATER SERVICE NOTES. 1000 0 © m 0001 N A1fVTl-4I ?NE AVE 1. THE WATER LINE TAI' SIZE SHALL BE DE'TERMIFiEOq� 11300 0 r -1m 0001 " AT THE TIME A WATER TAP PERMIT 1S OBTAINED PQE5>A'Qf D I� bb a Q 0 m 1313 C1 ,3'-6 FROM THE NY AMERICAN WATER COMPANY. 7.KK7.. 1000,-' 0,-' m 0 000`1 2. ALL WATER TAPS (INCI.UDtNG CURB BOXES) AND UTILITY. 0 W AQ)D L E NI �IEI'L.. s INC 1000 ED m co 0001 SLEEVES MUST BE INSTALLED PRIOR TO PAVING. ,coo 0 0 r-11000,1 AND WATEP SERVICE 1000,00 Cl 0001 2'_0 CONNECTION PETEMUQRA,Y n0L7 0 0 0 ©LI0 I0 0 0 CD Q r7 0,001, N. T. S VILLAGE OF QYE BQOOK W-7-- VVESTCI-4C-STEQ COUNTY N. Y. SECTION REVISED: 11/2/95 REVISED: 10/27/95 DATE: Ak'__;1U T 2 8, 1995, DIPYVVEL BEET 5 1,4EE S N~; - S , r . CASTING AND CO1U SHALL SE EWAL TO PATTERN /1204. , AS MAKWACTURE0 BY CAMPBELL FOUNDRY 00. HARRISOK N.J. 115 _.. _,.____a.._.. _ ._.__�___w _ _ _ _ _. __ �_ _ -_ .a_._.__.._.__,...-__._..___. _. ___. 115 TOP OF CASTING FINISHED GRADE 0 N 2 COURSES OF BRU 0i 2'-11' GIA. S.W.D. 110 - .4 110_ CAST IRON STEPS a EQUAL TO CAMPKLL PATTERN 1 12" O.D. + 2' ui L_ I 5 _TF , 0; w r,,,,... �,7 00 00 Q . 'COMPA 3 BACKFILL 105 ` IN 12� LAYERS� W o r 105 E P PRECAST CONCRETE RISER Z t .--''." pR IQ w s ... BECKON AS NEEDED 24" CLEAN BACKFILLD' +Ld .-- T_ _ _ _ _ _ — - WATERTIGHT SEAT 4,--W WIN. iilA 100 AT ALL CONNEC'n s N PIPE 25 x O.D. •x,.. < J °` 1 6` PIPE 3/4' CR. STONE ' PRECAST CONORM BASE 1$" TO 4a" z z Gi _ _�. _ - _..-_ _ _ ._-_-___-_ _. _� _ RISER SECTION .. 95 w .-_ _ _.__�._._.�_ _ __- _ ..__.__._�....�__._�_ __ _._ _ AS NEEDED _.__. ._ ...- _�_.,___....._ ._.._ z �• w _.. _ . 95 o "� M TYPICAL TRENCH AND PIPE BEDDING DETAIL © rn ' T� e C004PAn���sE , - .L 1 NOTES. 1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THIS FIELD ALL, UTILITIES - GAS. WATER. atCTDBCAL..- , WORE T31E START OF CONSTRUCTION. 2. THE INSTALLATION OF WATER AND SEWER SHALL BE "UNDER THE DIRECTION OF A N.Y. S'T'ATE LICENSED, PROFESSIONAL ENGINEER, - JI. EROSION CONTROL MEASURES. INC WD NG STAKED HAYSALES. SHALL BE REQUIRED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS OE-'WMSED IN THE WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES MANUAL FOR CONSTRUCTION ACTIVITIES. 4, AS BUILT PLANS SHALL BE REOUIAND CERTIFIED BY A N.Y. STATE LICENSED PROMSStONAL ENGINEER. 5, ALL PROPERTY DISTURBED IN TME R.O.W. ON ON PRIVATE LANDS, SHALL BE RESTORED TO NEW CONDITIONS. 6. THE CONTRACTOR SHALL BE RESRONS19LF. FOR ALL APPLICATIONS AND PERMITS REQUIRED- FOR CONSTRUCTION. 7. THE ROAD AND UTILITIES SHALL BE -STAKED) IN THE FIELD BY A N.Y. STATE LICENSED SURVEYOR. & UNDERGROUND CLAS AND ELECTRIC: SMALL BE AS REWIRED BY THE VILLAGE AND CON EDISON, S. WATER MAIN CONSTRUCTION SKALD. BE AS REQUIRED BY THE, N.Y AMERICAN WATER COMPANY. 10. WATER AND SEWER CONSTRUCTION SHALL BE AS REQUIRED PY THE WESTCHESTER COUNTY DEPARTMENT Of HEALTH. { SECTION ROAD PROFILE SCALED PCQ . I* - 2 O' VS?. 1'- 5 ' ? , i } T1t3W L+LEN. OF PIPE Lf2 Lf2 WATER MAIN --r._ 3' 2* PAVED WIDTH ar 24• -WATERTIGHT SEAL AT ALL CONNECTIONS, .i j2' TOP COURSE NYSOOT ITEM 403.1701 7 ASPHALT CONIC, CURB 12 COURSE NYS)OT TEM 40, : r . , T _ ASPKALT 0E1Nt:R6TS PIAN �t,n 1 f4 PER T'T. FILTER � dRray► MATERIAL a -' f •r;r 3 DENSE BASE CCfJRSE!'E°RSAN. /DQAIN MANHOLE uNDERcRAIN M SUBBASE COURSE NYSDOT ITEM ���ARGRANULAR MATERIALN T.. :F , QEGjTEL/C"A�T,V , UC��������MA�T�CMONACP. P.E. O 0 S a R.O.B. OR 13 Dove Court, Craton -on -Hudson,. New York 40520 s CRUSHED STONE i1 t B` WATER S. SEVER - SANITARY 'OR STORM DRAIN • ''/ / (94 4) 274-4762/ ` 4763 4 OTA. , WATER MAIN CROSSING PERFORATED OR N.T.S. POROUS, PIPE NOTE: UNDERDRAIN REQUIRED IF SUBSURFACE WATERFLOW IS ENCOUNTERED TYPICAL. ROAD SECTION N.T.S, z� tj t r, 3f4 RADIUS _ HYDRANT AS PER •WATEROUS' OR �•2 } � �,%t, y �g • Ck Oik PIPE CLAMPS RODS BOLTS S ASHER B j%C f ��` '• AS APPROVED BY NY AMERICAN . w � � tQ 4� 1,49 x* � t' � WATER CO. .. 2--05 BARS � � � PAYMENT 16 - 1 56 x3 1 S x -1 ! } jj � I 3f4" PREMOLtiED FRAME AND GRATE CAMPBELL #2541 ..•..ice 't, VALVES AS PER 'Cl.)Mi C)ft EQUAL EXP. .TOtNT TO NOTE: USE CAST IRON 4� __ 2 MIN 6 MAX 1T3 MIN. OPEN RiGyT RESiLIEIT SEAT VALVE BOX PAVEMEEf1T�c'iNLY. � 6• .` A PRELIMINARY _ / EXIT?B CgMCRETE CREAM THAN 4 / 2 COURSES (CAMPBELL NO. 2360 CONC. BRICK OR EQVIV.) C0NCRETE CURE CA c BUCK UNDISTURBED GROUND 5 1/2` STANDARD HYDRANT N. . T . S. . � CART C. 6• (� ®[ `� (� �` f } �" f� #3 . CRUSHER STONE • AS SPECIFIED D 2--6` Q O A D T T'�. 01 i L�.l..... / ETI'"�•1 l L S 4 ..00 BACKFILL TO WITHIN 4' MIN. 4'-6` MIN COVER 18` OF F.G. TYPICAL vAT,.VE t' TYPE K COPPER PIPE FOR SERVICES FOR INSTALLAWN /` 2" SO. CONC.' WEEP HCii.Es IN BASE � CARP. STOP FOR TESTING ✓ A$ PER NY AMER. WATER CO. � a0 t PSI ccxNc.) L . PRELIMINAR Y PLAT THRUST BLOCK � BE FREE of c�sTRucTto+Ns .,�,-.......... OF$- �-CORP. STOP FOR SERVICES ,2` cUMP NO . 6 t'1A Y V THOQ \IF - A.1/ CrL.ASS 1 CONIC. BASE - WATER MATHL PREPARED FOR SURROUND WITH 1 1/2' t. CRUSHED STONE «--�- IS MIN. ALL SIDES '""'"'^`" �TIE 6005 ,�`-84.TS AND D�.AIAPS NOTE: ALL CONNECTIONS FROM MANN HOWARD V ARL./ LOE Y Y I �ITM"1 IL IN TO C�/RB BOX TO BE MhDE 6' CRUSHED STONE ^' 6" C�tUSNED STONE � BY N.Y. AMERICAN WATER C O. �. _. _. _ .. . R IF GROUNDWATER ENCOUNTERED WITHIN t_. y- ,. _ti 7 , _. �• \ AND 12 SQ. FLAGSTONE t _ I - _ - • „ SURFACE WEEP HOLES SHA N _: _ ' OR 18 ss LL DUCTILE IR P `� ;: -< _xF . •� 'j,�R81Q. MATER i` :.'.;'iINDiSTI.I A sQ CLASS LE OtN PIPE Cd. 30 €IT PERMANEN Y PLUGGED AND HYDRANT ? S l t . p __-, ..-. , i _�- ! #�. 'i F ,._ !'t IST B CONC. PAD R G{aE YD ANT # .. �►1. i U ISG J DRAINED- BY P IIwtPINt�. , 4 FRONT VIEW j SIDi MEW VILLAGE OF RYE BROOK 1NAT R CONNECTIONS SECTION CATCH BASIN WEA STCHE aTER GCJt,.NTY' NL. Y` . - N.T.S, _s.. N.T.S, DATE:. AUC- . 1, I i 9 ', SCALED 1 * 2 O' - S"EET �. OF SI-4E�� T , { , ,. , , a u .. a '•. y , , .,. -_ .. ... ... .._:,s ,... ., a ,.- -.. ... ., -•... .: R',_.'.,.:... a ,1 .f ,, - 1. N/MAKAIL N/F NARDI N/F PROVENZANO N/F DELPESCHIO N/F WONELLI EX. M. -H, h N/F AIELLO 56.7 N/F RECCE DRAIN N,�SIS - EX. S 12`22'00" ,r 213.470 EASEMENT 20' REAR 0# REAR 5655 9.f. 0.13 acres 8490 s.f. 0.19 acres SIDE. CC) 7230 s.f. S, DE 300 0,17 acres 10' 9853 s. f. 0.23 acres f AAJ x 100 N/F STITH 0 ......... M iA� 25 0. 13 acres Ui 5594 > z �A PROP RONT LA MON. 20' 0 1-. 1 C) -j N/F DAViS Co N N FRONT 38.9 8' • 20, 25 8* REAR.. t0fit - HYD. PRO tK W.Y:- • 41 30 0* 14*23*06" E 70.001, *0 N/FGARAFOLO Zoning Requirement3 for R-- 7 Min. L46 , t Area , 76& f. Min. Lot Depth: 100 feet Min. Lot Width: 60 feet Min. Yard Requirements: Front: t5 feet Side: 8 feet (Min. one side) 20 feet (totoi) Rear: 20 feet Zoning Requirements for R2 --F Zone: Min. Lot Area: 5000 s.f. Min. Lot Depth: 100 feet Min. Lot Width: 50 feet Min. Yard Requirements: Front: 20 feet Side: 6 feet (min. one side) 16 feet (total) Rear: 30 feet mum N/ AKAIL N/F NARDI � N/ PROVE€ NANO N/F ANTONELLi N/F AIELLO N/F D LPESC�IIO " 6 78' � 1 � ,. I.H. S 12.2.° '00"' E 213.47' , . 0, .� Baa :: _ 61.93' _ a' --- _ ----STORM WATER DRAIN AND SANITARY SEWEREASEMENT � 5.05' FF'R fE LIBER 3133 PAGE. 364 j , Hro .2 SiDRY .•4riiii �.4RAG,-S � x ,} /r0 e�}� kE9A/JFOj 00 to X11 1 UJ °° oo 4 a it)F 0, Lir 0 41:1. to 3 f. 0 �� 1175,E s. f. W' . ® ares 0.269 acres Z � a NOTE. NO STORAGE, PARKING, EXCAVATION, FILLING OR X [ � � t{} ENTRY IN THE TREE PROTECTION/NO CONSTRUCTION¢4 i X00 F'` 01 "k AREAS SHALL. BE PERMITTED DURING CONSTRUCTION P %J EXCEPT FOR THE SOLE PURPOSE OF REMOVING THE j, EXISTING S. MMING POOL DURING WHICH USE OF � � ✓� � O EQUIPMENT AL.L B MINIMIZED AS MUCH AS POSSIBLE � - AND rMMEDI. TECY AFTER THE POOL IS REMOVED AND 54" SIr: f tTM1 REPLACED FILL„ THE AREA SHOULD BE SECURED. S 14'23 00' E 70.59' AFTER CONSTRUCTION, THERE SHALL BE NO STORAGE, PARKING, EXCAVATION OR FILLING IN OR ON THE TREE i � ' 4' PROTECTION/No CONSTRUCTION AREA. • pc'� Ex, Poo TO $E 1 4dEMOVEn �s3 i! .E a 14'2,3'00" E 0.44 N/F DAVIS A, 16595 s.f. 0.381 acres i 40 "� DRIVEWAY/UTII d 17506 s. f. EASEMENT 0.401 acres � - � > 0 1 C 2O 40 60 SCALE IN FEET S 14°23'OQ" 7i�.00' # " ' N/F HERNANDE EXISTING .. i+W t X ...BRICKRA DWELLING UJ v W p r I 100 t .a g r { ,y PORCH �l NEW i If i Ell. V designed b Utilities : � y Ji 0 vs Lr RALPH A TRONkIC NAC P. E. ; i x = Consulting Engl � r � 25x0 3' _ 0.34' 44.66' j S 14,23'00" 150.00° 1t r i 3 U.P. 1U.P.{} \ I "i ®W.V1 GAS V LVE I r I, Edward J. Crother, the surveyor who made this map, do hereby certify that the survey of th property shown hereon was completed on and that this map was completed on _ .... FOR: J.A. KI Y COMPANY CIVIL ENGINEERS AND SURVEYORS PORT CHESTER, N.Y. Unauthorized alterations or additions to this drawing i a violation of Section 7209 (2) of the New York State Education Law. A C, B. ._ - .,..— WATER � ' AVE, DMH - - r - STORM DRAIN--___ /_ _ _.. -. _. _.. __ .... � _... __. �.: ._... �.. .. A,_. ----- --µ _� _ � - .- _ � _._ _.. _ n —SANITARY SE WER SMH C.B , APPROVED for filing in the Westchester County Clerk's office Division of Land Records. N V (sawn name (address) pew �, he I4e I Y C7 (date) IRENHY- AVE s i i� Qdt� W Ix : 1 r. i t SITE d . LOCATJON MAP l i SCALE: 1 'Y 8,00 ... lot Approved by Resolution of the Village Board of Try:�tees the ii'lage of Rye Br o , New York, on the r� day N/F GARAFOLO of r, ,{ subject to all the requirements and conditi ns of said Resolution. Any change's, erasures, modifications or revisions of this plat, as aproved shad void this Of., oval. Signed thisday of ,>D f 19 -IL, by ,i X„•val c.., .i /i ✓ ,., WEI, ,_ N.d ayQr Westchester County Deportment of dealt White Plains, New York APPROVED subject to provisions of public water supply and public sanitary sewer facilities to serve each. habitable building hereafter constructed to be installed in accordance with land improvement plans and plans and specifications duly approved and filed to this office prierto the construction of such building. Each purchclser of property shown hereon shall be furnished a true copy of mop showing this endorsement. Any erasures, changes, addition of any kind, except the additions of signatures of other approving authority and the date thereof made on this plan after the date of approval, shall invalidate this approval. - Recornmended by. P.E, Date: ... ... .............. Date: Commissioner of .� ...t� Rye Brook Tax Assessment: PDAT Section- 1 Block: 15 Lot: 38 OF N �AVVTI40QNE AVE. PREPARED RED FCS ' Filed in the Westchester County Clerk's office k4OVVAQD LOEVVENTHEL N . DivisionAND ` of Land Records A on . gat 2✓I,It�C. as map no...4448'0....... . PETEP MUQ AY VILLAGE OF I YE B O T[ Westchester County Block: 6332 � � �T .. : iY , N. Y. Sheet: 68 [DATE: DE EM . 1 4, 1995 0 ell,W T.'1.L F4V� ' N/ MAKAII_ N/F NARDI N/F PROVENZANO N/F ANTONFLLI N/F AIELL O {{ K N/F DELPESCHIO -J I �•• & y e� rgRECCE r f /^ rp4 G ,.•% _.:....: -__-,. - .,-�:d . __ _ ... .. _; t..®Lr rr.,'F ,;: N RG.O,'4.1... :3 W - M.H. ' _ {� 213-47' _ .. 3. 113.09° 1.93 acs �. STORM WATER DRAIN AND SAAITAREo _ SEASEMENT �.��LrBER 3133 PAGE 364 if I x j .G STORY F/T.Yli9C L ANG GARAGF,5 j -- # f L, � ro a�' raE�rorr�-n r OD o Cr i Ltt rzo 1 SITE LJ13464 UJ . �` ! 0. 3 acres z z 2� �+ are7, d NOTE: NO STORAGE, PARKING, EXCAVATION. FILLING OR � ENTRY IN THE TREE PROTECTJON/No CONSTRUCTION � z � 100 � (• C?1 F+• 1 f /f AREAS SHALL BE PERMITTED DURING CONSTRUCTION E�} � �to a EXCEPT FOR THE SOLE PURPOSE OF REMOVING THE � r EXISTING SWIMMING POOL DURING WHICH USE OF tf1 � � EQUIPMENT SHALL BE MINIMIZED AS MUCH AS POSSIBLE t- I � �` ^�N/F STITH AND IMMEDIATELY AFTER THE POOL IS REMOVED AND z m ,',rpt REPLACED WITH FILL, THE AREA SHOULD BE SECURED. ------------S i "Z3°OOA E TOSS' ("°"'`; � "� j� ^� (� � MAP A CONSTRUCTION, THERE SHALL BE NO STORAGE, ""� � i.✓` � ,/ f� I � f of t i " PARKING,, ,EXCAVATION O FILLING IN OR ON THE TREE 1 1 '1` PROTEc /No coNSTRucTION AREA. SCALE: P .- ` I 4 c O BE REMOVED S 14'23'00" E 80.44' N/F DAVM 0.381 acre DRIVEWAY/UTILITY *17506 s. f. iEASEMENT Approved by Resolution of the Village Board of Tr�I�stees .� 0.401 acres I the -illy e of Rye Brook, on the �, � day EJ N/F OARAFOL0 y New 'or of '> I , 19 C , , subject to all the requirements and corlditi 6ns of said Resolution. Any changes, erasures, 40 60 modifications or revisions of this plat, as approved N v shah void this ,a: rovcal. TERRACE J 14'23°00" 80,0' Signed this � t� . �� dray of e 19 by w N/F HERNANDE N/F SABIA a,;_ fix —I,- r4 114 ZsIUMT , ! / . 1 RCtC!t 1=RAAA I ; . , 4 f DWELLING Mw._.,. V't ,_al; . Mayor Sts ! # [ A . 4 UJ 4 10 � 0 ! £7' PORCH d r 1 _ # Westchester County Department of Health EX, URtVE White Plains, New York APPROVED subject to provisicans of public water supply and public >` �� sanitary sewer facilities to serve each habitable building hereafter constructed to be installed in accordance with land improvement plans and leans and s eeificotions duly approved and filed in this P #� P y Ply Wj office prior to the construction of such building. Each purchaser of. 1UJ° property shown hereon shall be furnished a true dopy of map rf showing this endorsement. Jrr i M� •� �;�YN Any erasures, changes, addition of any kind, except the additions of Wi i signatures of other approving authority and the dote thereof made on this plan rafter the date of approval, shedl invalidate this approval. 25.010' 1 80.34' 44.616'77. . rr Recommended by< S 14`23'00" 150.00' rf U.P.\l U.P. r .. IGAS W.V.ear. V. vAL ... ..:.........::... .P.E. Sate: ....:...:... -- �..�._,.,,. WATER MAIM A /� \ f $ `$tf /�-�r V .DMI I Date. ®._____-STORM -®___-_..... - _ -_ - -__._ _,.�._p..__®.._. _..____ _ . _ . ' `` v - _ -_ .. -� - = T Commissioner of H th .� . _ _....SANI ARY SEWER �... � .� �.. SMH 15" Re C.8 Rye Brook Tax Assessrnentr SUE33DIVISION PLA cr Section: 1 Block: 15 Lot: 38 OF APPROVED for filing in the Westchester County Clerk's . "AWT" ' Q E AV office Division of Land Records. NO PRFPARED FOP Filed in' the Westchester County Clerk's office "OVVAQD ..• `EVE " IL INC t� E Division of Land RecordsAND can ............. as map no.—.... ........ 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'. � � j ':. y '.f i � � _.... r ,_ -.,. .. , ,, ... ,n�.��....�,__�,-. ._ .�. ..�...«,,._..�,..,�._�.aw, � _____--._ i N fMAKAIL t` N/F NARLf N/F PROVENZANO i` �!/F ANTONELLI r ' N F i�ELPESCNIO � t EX. M. H. � J! It N/F AIELLC7 !r N/F RECCE- S yyh� +yg ; 9i E 56. D9 rr S 1913 00 �' S 12°22'00" E 213.47' DRAIN AND-- SEWER EX. - -�-- _-__ EASEMENT f` 20' �4 mow. ( REAR ;SMH I r � r r N/F SABIA ., ' ter i N/F HERNANDEZ I _ v LJ � o z3 0 I R=210.0 =20.00'_1..'..'26.36' -0'- L=26.36' I X03 c� E zw I PROP. RARCEL 'A' 4 4. MON. } 7020 s.f. _ - i 0.16 acres - 2NOT 10” I A. BUILDING !-DT <L \ _ OWNERSHIP SHALL REMAIN WITH THE FEE OF LOT 5_ UTILITY POLE --w _ t3 TO BE RELOCATED X07 O LJ o TOP 98.77 (P�R('�a,��R. '+ 4 INV. 96.77 (TO BE REFITTED �dQ t S 14'23'00" E 150.00' WITH D. 1, GRATE) I EX. LMH v.P. RIM 99.97 1 _INV. W.V. 86.37 -- ... PRC3P GAS VALVE Q`T W.W. -- -. EX. WATER MAIN e - 1- AVVTk- O N , f AVE - - - STORM DRAIN --- -.. - - PROP. SMH r ' - -- -.._ - _ SANITARY EX'. SMH SEWER --- EX. 1 F2Cp, _ - EX. C.8 Z_ - - INV. 87.9 EX. DMH RIM 99.25 INV. 95.05 (OUT) N/F MARCI N/F MARC! N/F GIANFRANCESCO N/F STITH N/F GARAFOLO W d c 0 Q fRENHYL AVE LZOA .,, a a. O y 0:a I0 w. c� I SITE P LOCATION MAP SCALE:„► LEGEND EXISTING PROPOSE[ CATCH BASIN e Q DRAIN MANHOLE 0 SAN. SEWER MANHOLE HYDRANT Zoning Requirements for H DRAIN INLET R-7 Zane: 0 WATER VALVE a MONUMENT _.- Min. Lot Area. 75031_s f. Min. Lot Depth: 106 feet TREE Min. Lot Width: 60 feet ._ �_._...:-.-94— CONTOUR LINE Min. Yard Requirements: Front: 25 feet Side: 8 feet (min. one side) 20 feet (total) Rear: 20 feet Zoning Requirements for R2 -F Zone: Min. Lot Area: 5000 s.f. Min. Lot Depth: 100 feet Min. lot Width: 50 feet Min. Yard Requirements: RALPH GEORGE MASTROMONACO, RE. Front: 20 feet Consulfing t-:ngireers Side: 6 feet (min. one side) 13 Dove ;our#, Crofon-on-Hudson, New York 10520 16 feet (total) Rear: 30 feet (91 4) 271-47621 4763 N41 N Ar a Jt ti P LIMNAP .?Y PLAT OF NO 6 I-IAVVTIAOi<NE AVE. PPEPAQED FC R k—IOVVAF-__)D L.CEVVENTNEIL. , INC , AND PETBQ MUQQAY VILLAGE OF RYE BQOOK VVESTC I--IESTEQ COUNTY, N. Y. DATE: AUGI I , 19 9 SCALE: I "= 20' "EET OF SHEETS, CASTING AND COVER SHALL BE EQUAL TO PATTERN #1204 AS MANUFACTURED By CAMPBELL FOUNDRY GO. HARRISON, N.J. TOP OF CASTING = FINISHED GRADE 2 COURSES OF BRICK t1S-O"2_ DIDIA.S.W.D. CAST IRON STEPS EQUAL TO CAMPBELL PATTERN #2588-1T 6- _77-7-7-71% PRECAST CONCRETE RISER ROOS BOLTS STEEL WASHERS 5* SECTION AS NEEDED -5/8" 1/2" x 3" --#" 5/8" x 2-1/2* 3/4" WATERTIGHT SEAL 1/2- x 3 4!-0' MIN. DIA, 7/8" 3/4" AT ALL CONNECTIONS -1 . AL x3 1 -f/8" 7-0 1/2' x3-1 /z MIN. SLOPE 1/4 -/FT. -/-,-6" �___.___7 PIPE PRECAST CONCRETE BASE Ifni-, CONSTRUCTION. 148" RISER SECTION AS NEEDED 0 COMPACTED SAND OR #2 CRUSHED STONE UN6I§TUR#Ef7 MATT AL 6* -0' DIA. SFECTION IF COMPACT BACKFILL - IN 12" LAYERS 24" CLEAN BACK -FILL PIPE .25 x O.D.- 3/4- CR. STONE TYPICAL TQENCH AND PIPE BEDDING DETAIL N . T , S . FLOW L= -LEN. OF PIPE L/2 L/2 WATER MAIN ""----~--~WATERTIGHT SEAL AT ALL CONNECTIONS PLAN SAN. /D;2AIN MANI--ICE N.T.S. SANITARY OQ STOIL M DQAIN VVATEQ MAIN CQOSSING N.T.S. HYDRANT AS PER *WATEROUS' OR AN AS APPROVED BY NY AMERICAN WATER CO. 0 T PIPE CLAMPS ROOS BOLTS STEEL WASHERS 6. 1/2" x 2" -3/ -5/8" 1/2" x 3" --#" 5/8" x 2-1/2* 3/4" 5/87 1/2- x 3 10" 5/8" x 2-1 /2" 7/8" 3/4" 172� )c 312 " -1 . AL x3 1 -f/8" 7-0 1/2' x3-1 /z VALVES AS PER 'CLOW OR EQUAL 2" MIN 6" MAX 18" MIN. OPEN RIGHT RESILIENT SEAT UNDISTURBED GROUND #3 CRUSHED STONE BACKFILL TO WITHIN 18" OF F.G. 2' SO. CONC. THRUST BLOCK (2500 PSI CONC.) 6" T-1— SURROUND WITH 1 1/2" CRUSHED STONE 18" MIN. ALL SIDES 12" SO. FLAGSTONE OR 18" SQ. CLASS 'S' CONC. PAD VALVE BOX I--,*,- CURB 1/2' STANDARD HYDRANT i j" 1 4' MIN. 4' 6" MIN COVER TYPICAL VALVE X I" TYPE K COPPER PIPE FOR SERVICES WEEP HOLES IN BASE INSTALLATION CORP. STOP FOR TESTING AS P . ER - NY AMER. WATER CO. TO BE FREE OF OBSTRUCTIONS CORP. STOP FOR SERVICES " WATER MAIN -BOLTS AND CLAMPS NOTE: ALL CONNECTIONS FROM MAIN TIE RODS TO CURB BOX TO BE MADE IF GROUNDWATER ENCOUNTERED WITHIN BY N.Y. AMERICAN WATER CO. 7 FT. OF SURFACE - WEEP HOLES SHALL DUCTILE IRON PIPE CL 50 BE PERMANENTLY PLUGGED AND HYDRANT DRAINED BY PUMPING. VVATEQ CONNECTIONS SECTION N. T, S. QOAD PQoFIL E SCALE. ?40Q. 1"=20' vr= . EQ I 11= 51 31 PAVED WIDTH 24' 1 1/2- TOP COURSE NYSDOT ITEM 403,1701 CONC. CURB 7 ASPHALT CONCRETE I't OT I M 403jT13 1. 2 1/2" BINDER COURSE NYSOOT ITEM 403.T3 CONCR FTASPHALT CONCRETE F 1�/4" �PER FT. FILTER1 TF.0 MATERIAL FOR 3" DENSE BASE COURSE UNDERDRAIN SE COURSE NYSDOT ITEM 304.02 I COARSE GRANULAR MATERIAL ELEC/TEL/CATV 00, - ---------------- R.O.B.R 8" WATER 8* SEWER CRUSHED S�ONE 4" DIA, 0 PERFORATED OR POROUS PIPE NOTE: UNRDRAIN REQUIRED IF S IFACE WATERFLOW TYPICAL ROAD SECTION IS ENCOUNTERED N. T, S. 3/4- RADIUS, 6. T- 21-#5 BARS 'PA, MENT. - FRAME AND GRATE CAMPBELL #2541 :4� 3/4- PREMO_DEO Q-- EXP. JOINT 70 BE 3" NOTE: USE CAST IRON ot,C. -8 .- '-1 11 STEPS FOR DEPTH USED W/C \�LASS 'A' I � PAVEMENT ONLY. I mu NCRETE CONCP�IETE CUQB N.T.S. 2 COURSES CONC. BRICK 6" PRECAST CONC. OR CONC. BLOCK 4'-00" 12" SUMP 6" ' -6- 2'-6" 0 NOTES: 115 115 1. THE CONTRACTOR SHALL LOCATE AND VERIFY IN THE FIELD ALL I F uTiu"nEs - GAS, WATER, ELECTRICAL - BEFORE THE START OF CONSTRUCTION. 0 2. THE INSTAiLLATION OF WATER AND SEWER SHALL BE UNDER THE N DIRECTION OF A N.Y. STATE LICENSED PROFESSIONAL ENGINEER. oi3. EROSION CONTROL MEASURES. INCLUDING STAKED HAYSALES, SHALL BE 0) REOURED AS DIRECTED BY THE VILLAGE, ACCORDING TO STANDARDS' DESCRIBED IN THE WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES 110 MANUAL FOR CONSTRUC71ON ACTIVITIES. 4. AS BUILT PLANS SHALL BE REQUI14ED AND 110 CERTIFIED BY A N.Y. STATE: LICENSED PROFESSIONAL ENGINEER. 0 5. ALL PROPERTY 04STURSED IN THE R.O.W. OR ON PRIVATE LANDS, 0SHALL BE RESTORED TO NEW CONDIMONS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL APPLICATIONS AND C) PERMITS REQUIRED FOR CONSTRUCTION. Ile) 7 5 00 7. THE AND U*nU*nES SHALL BE STAKED IN THE FIELD BY A N.Y. ROADSED (o STATE LICENSURVEYOR. 0) 105 8. UNDERGROUND GAS AND ELECTTkIC SHALL BE AS REQUIRED BY THE 105 c6, VILLAGE AND CON EDISON. Ld uj 0 9. WATER MAIN CONSTRUCTION SHALL BE AS REQUIRED BY THE COMPANY. > G N.Y. ARICAN WATER ME < 0) 10. WATER AND SEWER CONSTRUCTION SHALL BE AS, N Qty( REQUIRED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. Lu < V) Lli z loo x Q - -, + < loo0 F- D < C) 0 T- z 95 z z 95 0 oi W. 9 o 90 0+00 1+00 2+00 QOAD PQoFIL E SCALE. ?40Q. 1"=20' vr= . EQ I 11= 51 31 PAVED WIDTH 24' 1 1/2- TOP COURSE NYSDOT ITEM 403,1701 CONC. CURB 7 ASPHALT CONCRETE I't OT I M 403jT13 1. 2 1/2" BINDER COURSE NYSOOT ITEM 403.T3 CONCR FTASPHALT CONCRETE F 1�/4" �PER FT. FILTER1 TF.0 MATERIAL FOR 3" DENSE BASE COURSE UNDERDRAIN SE COURSE NYSDOT ITEM 304.02 I COARSE GRANULAR MATERIAL ELEC/TEL/CATV 00, - ---------------- R.O.B.R 8" WATER 8* SEWER CRUSHED S�ONE 4" DIA, 0 PERFORATED OR POROUS PIPE NOTE: UNRDRAIN REQUIRED IF S IFACE WATERFLOW TYPICAL ROAD SECTION IS ENCOUNTERED N. T, S. 3/4- RADIUS, 6. T- 21-#5 BARS 'PA, MENT. - FRAME AND GRATE CAMPBELL #2541 :4� 3/4- PREMO_DEO Q-- EXP. JOINT 70 BE 3" NOTE: USE CAST IRON ot,C. -8 .- '-1 11 STEPS FOR DEPTH USED W/C \�LASS 'A' I � PAVEMENT ONLY. I mu NCRETE CONCP�IETE CUQB N.T.S. GREATER THAN 4 -1 i (CAMPBELL NO. 2580 OR EQUIV.) AS SPECIFIED ix? O w w x vi CLASS I CONC. BASE 2 COURSES CONC. BRICK 6" PRECAST CONC. OR CONC. BLOCK 4'-00" 12" SUMP 6" ' -6- 2'-6" 0 — F GREATER THAN 4 -1 i (CAMPBELL NO. 2580 OR EQUIV.) AS SPECIFIED ix? O w w x vi CLASS I CONC. BASE 6" ' -6- 2'-6" 0 — F 6" CRUSHED STONE 6" CRUSHED STONE UNDISTURBED MATERIAL -,-UN 11DtS- URBED MATERIAL FRONT VIEW SIDE VIEW CATCH BASIN - N.T.S. r RELINAINAPLY Tom-,-IOAD 4Pl0Fl1.d..E/DFTAlLS FOQ PF<DELlMlll',NlAY PIL-AT OF NO. 6 I AA VVTI-AOPlNE AVE. PQEPAQED FOS.' k4OVVA;;?D LOEVVEN71-�4EIL, INC. AND PFTEQ MUQQAY VILLAGE OF PlYE BQOOK VVF-STCk4ESTEIN CDCOUNTY , N. Y DATE- AUG. 11, 1993 SCALE: 1 " = 2 0'