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HomeMy WebLinkAboutProposed Shopping Center Planst V, AIL -1 aw ................ raol I il � I I ZONNG DATA ZONING DESIGNATION: Cl -P PLANNED NEIGHBORHOOD RETAIL PERMITTED PRINCIPAL USE: RETAIL SALES PRESENT USE: RETAIL SALES INTENDED USE: RETAIL SALES MAXIMUM FLOOR AREA RATIO: 0.4 PROPOSED FLOOR AREA RATIO: 0.283 MINIMUM LOT AREA: 1 ACRE ACTUAL LOT AREA: 2.34 ACRES MINIMUM YARDS: FRONT 75': PROVIDED 170' REAR 30': PROVIDED 60' SIDE: NONE, IF PROVIDED VMIN REQUIRED: PROVIDED 6' CORNER LOTS ADJOINING RESIDENTIAL; ONE-HALF OF FRONT YARD OF RF -2 DISTRICT REQUIRED 10': PROVIDED 65' MAXIMUM HEIGHT OF BUILDING: 3 STORIES 40 FT. PROPOSED: 1 STORY 15 FT. OFF-STREET LOADING SPACES: ONE (1) SPACE FOR EACH TEN THOUSAND (10,000) SQ.FT. OF FL. AREA UP TO FIFTY THOUSAND (50,000)S.F. REQUIRED: 3 SPACES PROVIDE: 3 SPACES OFF-STREET PARKING: ONE PARKING SPACE PER 200 SQ. -FT-. OF BUSINESS,: -FL AREA. gtouiRED 28 800 - 2,00 = 144 CARS PROVIDED = 147 CARS ffi Co (.c) LL 1-1 0) < LL CL ui F_ rr E LLJ rr- SCALE: DATE - I JOB No. Dbase: DWG. No. cj ­ I --'% cf) Lu 00 00 V, SCALE: DATE - I JOB No. Dbase: DWG. No. 330.0- 320.0-/ ��� �_°1 F�2�1^ -r ��/�v r��-~ "]~T~~OLE ' -| .0- Z90.0- Avt-���^«��� ���� �� |.u� ���� '-' --- 2R 270.0- 26U.0- 250.0- 240.0- 230.0- 220 O-' . | | | 210.0- 200'0- 190 0-' ^ | � / / 170.0- 160.0-| . 150.0-' 140.0- 130.0- 120.0-! ^ 110'0- DAMIANO CONSULTING, P.C. Engineers 7 Dempsey Place 4.54 2,68 /~ ^ �� ^ ^. ^,"' ^^,, �.,� �.vu n.�� � 0.7� 0.84 0'91 1. ^�9 1.�4 1.27 1xq,7 26U.0- 250.0- 240.0- 230.0- 220 O-' . | | | 210.0- 200'0- 190 0-' ^ | � / / 170.0- 160.0-| . 150.0-' 140.0- 130.0- 120.0-! ^ 110'0- / + ��.34 3 14.21 3 2 1 0. 0. 1. 2. � J IJ 2. 3. �.02 3. + 4 + 3.26 2. + 1.78 1. + 1.09 0. 1 + � + . + + ' 1`G3 1'32 0~z-----�9 i .±0 1 ,�^ 1 ,�1 ?, �0 1 A. 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'it- �'M,' 'AW 1 -12-92 HDC'D P,4RKING I � W ,HMM 2 3 'I,--,' 1C"R&--A4Rer0 ey A04ylmolvo AI�Fyc-s 'e�__-*` ,�,,�; . t . ____ � - I I I i�, 11KI-111 � I I I - I I . ,� I 1�1 I , I I C,P "' 67o,v C 9 0 7-e -7- - - --- , ",� 1. ill,< I I � , " , � ! 4 I I I '-, z",& I 1, '­ 1-1,111 , , , � � 'In, I � �,,,- I hp I 11-4-91 ,D&i4PSTER LOCATION 11, "'u? 11 , `__,,,�', __,� !41 W I , - a CI.Pr ity, CUP - �\, I i � I - "I, " " I � pf" � . 1, " . � I --I 9S;0C 7,6:5 -f e- 7ICA) , 1-` ��kl`i � " i -4 _� I __ -, I I ' ll, .,47 reR 11vr,d_3aC7 11-- 1�1', - ,� � 6;el"�,e_ - 0"U77-1 RID` STREET ,� � ia,,;�f `�K_ �,�;,` ,ii' � I � � I -_____1_-___--1- _�',`A> t 'i � 6 i, E =1 110,221 � - "' ffh(�WMARK , , " "�, � ',A 5 i � 0 4-4-91 -'-- � LC ,ZPU I rl ur_ I ;�� , � V f""., 4, \� �,____ r,'�W,-oc/ C, !�/,:!��,,,,-, �, , I Z �CA TION . � I I- I I I � - I _"""",, ____ � I v -illl�t'li�'.',�!!10 I I k, A �,_­ -,,,, -­_­', I - � I 7 I - BROOK, NEul YORK, � ­L�� 1 � v if$, �, n� I ,_�, , - ""k - I ; Q_ 1�7� � UA ""j'm _A,�_.,,�UAA' i"VV C§�'_­?"',�_ '19d­!­ � S­4� CUT �,�,; ;,,1'-­"_fR'q " " ,�, : � ,,�-,� ­ Z 11 I - R 'mr_ ry � , ,I 11 I I Jwv _----,DA T 11 --- DESa?IP 77ON _'It ,", Z I � / , �,,, ELV� , _; : � . I _ , ., I zu 11 I INCH = 20 FEET � � __ , I IV, elf" . f,;"i�, j , � I I � I I I i / \ .: _r if - - - � I n .:W",� �, SCALE I . / , - - UA �,�nJklfi, A',1_'­,'5'..iU4,jFZ) " � ___1__ ­_LL ___ ,,� " w I. "�Q_,__ - 11 � I . I I 1-1, !�,"K 1, f 20 0 20 ,,�Z, ( "I I ?Ii? . I I . I 1 , ,� COUNTY BLOCK No. 5616 - NSTRUCTION PLAN , ­ - ,j , , ft -z-- 1�_� - - 4-9 2oF6 CO . ,'_ ?i� I I � I � ta , I* AS IN FFrT SHEET No. 58 ENGINCER� P,E. 110. 066-935 __ . I - ) DA TE � � I i" . 11 I . - ____-______-______________1 I- _______1 ­­­­ I-1--- ____,___________, __,_____,_____.___ ---"-,-----.---,.--�l-------.-.----,-------- - - __ ____ -------- - - ______ __ -,----,---I ____ - - ----- ----,--,-,-------- L IMI T OF CONS TRUC TION PROPOSED t 0' I8'-0" PARKING SPACE SHADOW BOX FENCE FOR SCREENING 4.-p" PROPERTY EXIS TING FENCE LINE TO BE REMOVED INSTALL HA Y BALES SEDIMENT BARRIER TO1 1 THE CONSTRUCTION OF WALL 2, 11 . —2'-6" PROPOSED GRADE EL =89.0 AREA TO BE— LANDSCAPED -II ` f8" EXISTING GROUND -'rte I I 30•-0" OVERHEAD TRUSS NO \TRUCK OVER 10 FEET • POLE mm EL -86.0__ INSTALL 12'_6" EXISTINGAll 6PERF4TED PVC TO C.B. MIRA DRAIN 2' A TFBO TH DEOF ALUMINUM TRUSS STONE WALL " R TO REMAIN ®: .. 2'-6' /p -0" 101-0" EL =83.0 — -- — __ -- 13x--6" 13'-6" EL =$0.0 PROPOSED 2 RETAINING Tr_ WALL EL=77.0 �'�.�; _. _ -_-_--_ __. INSTALL 4'-p"l�1 I "DO NOT ENTER (� 0+10 0+20 0+30 I I BETWEEN 10:00 PIV I -8:00 AM " SIGNS BOTH GATE AT L BOTH FACE CONCRETE FOUNDA TION CON C TRUC T SECTION B'� TO BE DESIGNED TUBE GALVANIZED STEEL BY OTHERS f T YP 1 GATE, SHOP DRAWING SHA L L WEST SIDE OF PROPERTY) BE SUBMIT TED FOR APPROVAL rf SCALE: 1'=4' ELEVA TION OVERHEAD SCALE: 1'=4' NO TE: Prier to construction, the concrete retaining walls and LIMIT OF CONSTRUCTION overhead truss shall be designed by a New York State — registered professional engineer. Design caiculatfons and construction drawings shall be sealed by a New York registered professional engineer and -submitted for review and -..p - the Plann n va d gr 40 tTle vzllage r G.�Q GNy�CL GI 4O g .. ... _ , _ °- " A CE u � su•,t�nt PARKING SP Building De_ ar ��Ge_.t and < , �..r...ng C�. J p INSTALL " HAY BALES S I NT BARRIER — PROPOSEDI SHADOW EDME AND SNOW FENCE TREE PROTECTION PRIOR BOX FENCE FOR SCREENING TO THE CONSTRUCTION OF RETAINING WALL EL= /00 I LIMIT OF CONSTRUCTION H. PROPOSED I l PROPOSED GRADE �4 � �\ ��\• \ 2 _0 1 ( 2 _6 PROPOSEDfL f t .r " I SHADOW BOX FENCE /01-01 I8'-0" PARK/NG SPACJ, FOR SCREENING _` PLANT EXIS TING CREAPING ` • 18, ° 'o 16" PINE TREE IVY TO BE PROTECTED ALONG THIS c DURING CONSTRUCTION FACE OF WALL i pv r/ I INSTALL �� � ®• ° ; ° 2, MIRA DRAIN OR i EL =98. -____-___ ___ ___ ___ _ _._____-- /' ,' 1 SEE APPROVED EQUAL _ `� _.. _ _ PROPOSED GRADE l IknLANDSCAPED 6" PERFORA TED PVC 1 d • EL =90 PLAN DRAIN TO _- _�____ u + _. EL =95.0 ; _ i t �'� 'EXISTING GROUND. - - PLANT 2 o PROPERTY , ° . , LINE CREAPING INSTALL t . . IVY ALONG MIRA DRAIN OR �' r�°• •a �i �, 0 1 J - PROPOSED � ,-----_ �' � . , � �.. • . � RE TA IN/NG WA L L !fI THIS FAQ'_ APPROVED EQUAL c° r.:,o EL=92.0 _. __.__.. _ __-- OF __-.-- _ L_.___ISTING - t 1 INSTALL WALL EXISTING GROUND 1 ! 1 PERMANENT WOOD SHEET TOPINE TREE G; ~�� IINSTALL PILES ALONG TREE LINE, TO BE PRO TEC TED DURING i ' — r 1 CONSTRUCTION Il---�Jt��i7- ' ' ' 1 HAY BALES SEDIMENT _.-- NO TREE ROOTS 2" AND OVER f7 EL=89.0 --' ` L' BARRIER AND SNOW TO BE CUT ALONG THIS LINE UNLESS - -- -- - ---- �6t,i t� RY 'SC9Lt>7° Si 6P A°9 r'r'r-v e. s{ FENCE TREE PROTECTIOPRUNED BY PROFESSIONAL TREE SURGEON AREA TO BE P �• Q 5,Y t FFia4-f- tom. L., porT7 t b1�dr+�, ALONG TREE LINE PRIOR LANDSCAPED l=`` (-`j C;}� A>a•aoI1, aR A.j t- Sv��T��vfl~. TO THE CONSTRUCTION F 5?'� Pi�'c t1t►t� !�� ?.P�ov,r-i- • EL =80 RETAINING WALL ----- - — EL =86.0 - - __--•-----_ _ _ ; ; - Na TREE R o o Ts 2- AND OVER SCREEN FENCE �-- J SHALL BE CUT ALONG THIS LINE UNLESS PRUNED BY PROFESSIONAL 1-� �`.•. 0+10 0+20 0+30 0+40 TREE SURGEON. EL=83.0 INSTALL TIN -- - ---PERMANENT WOODSECrc SHEET PILES ALONG TREE LINEWEST SIDE OF PROPERTY 5 { r�.�4 EL =80.0 PROPOSED _ N LOT 3 $c ) _ - RETAINING WALL t INC. p+p 0+10 0+20 0+ 30 ROCCO V ' LAND PLANNERS • ENGINEERS P.O. BOX 54.9 SURVEYORS 6 NEIL LANE L . f00 RIVERSIDE, CT 06878 TEL, 637-1779 SECTIONPROJECT 200 SOUTH ,� _ T� _ --RIDGE STREE T EL /00 ( EST SIDE OF PROPERTY)- - PREPARED �+ SCALE: 1'=4' i - - �- ... f Il i __- --- - ----- . F (VI Gk I ,kI _--= -- - 2 - •'Tan in G✓.�t c Psr FOR 4-2-92 SECTION & BARRfEri' SOUTH lSTREET EL , �O 0 3-12-92 t_OCA TION I�Ve r4osI X441. 1-ST<Al6 C72t?UN0 ItTN Fa J ------ - -_- RM [ t A -IC -R Nle t/ REV. TE DESCRIP TION 1 RYE BROOKNEW YORK 50F6, SECTION TION ENGINEER P.E. N0. 066235 DATE mom & OVERHEAD TRUSS STEEL POLE GA TE 1�CONCRETE FOU DA TION I ( i L_ J BENCHMARK SO. CUT IN CURB ELEV= 114.81 DA TUM: ASSUMED MANUEL BASTOS ALBERT BENVENUTI FRANK R. LANZILLI JOHN R. SABIA JAMES MITCHELL FL ORINDA BA S TOSPOR 77ON PORTON 6 AIRETJUDITH R. LANZILLI WOOD ING77E HELENE 0. SABIA N waLL STONE LOT 42 1 LOT 4J 18 rr LUI J/ LOT )Z 1-_ LUI JJ LUI J4 LUI JD LU I Jf�t LUI J/ LUI Jt:5 RETAINING LOT 41 CONCRETE BLOCK ;__ 8 1 MAP No. 26501 W.C.L,R. WALL WOOD 77E RErAINING WALL lt� CONCRE7E LO 20 T 39 RETAINING ffini STOCKADE PLATFORM ROW OF 16- PINES ROW OF 8- LOT 40 WALL FENCE CEDARS 0 N 05O35'00'1 W 14"M J07 44 20"M 14rp I If CONCRETE 15"MU �JT 'fA\ AR 14"Aw RETAINING 7n201M 0 12"M - I O"7REE WALL ASPHALT CURB 11 Or STOCKADE 10' WIDE IA7 EA SEMEN T 41 FENCE GR. EL.=86.51 -12: RCP= I INK 11 s9 y INV. EL.=85.15 D.? X 0.71 18, Acp 8OX CULVERT 0 CO ` Zo N F- WS 28 0 If CB GR. EL.=86.44 CT GR. EL.=86.34 IN V. EL. =84.50(IN-NE) IN V. ft,85.01(1N-W) INV EL.=84.36(1N-_SE) POR77ON Olk-LOTNo. 2 INV. EL.=84.99(OUT-E) INV EL. =84.99(IAI- W) INV Q,=79.46(OUT-W) MAP No. 2650 WC.L.R,-­-., TC -89.3 TANAKA TA TSUYUKI 12 -HE If it it 6" PIPE �=�e PIPE SSMH LOT 4 LOT 3 SSMH RIM EL, =90. M SSI' go �fRIM EL.=91.26i EO LOT 5 1 OHE td If If INV INV. EL.=66.18(IN-S) IV MAP No. 2650 W.C.L,R. if INV EL.=8741(IN-E) INV. INV. EL.=86,OJ(OUT­NW) I MN INV. EL.=86.91(OUT-N) If it 6"mu I- I - I rn*i1Trrn1Trrr--- 717=92.3 TW -92.9 GONCRE7E WALL RETAINING 95- it 18"MU 95 !1 11If SSMH It it RIM EL.=9729 -AI It II INV. EL.=88,64(IN-E) It 11 INV. EL.=88.49(IN-N) a it SSMH INV EL.=87.79(0UT­S) It- - - - - - - - - - - - - - - - - - - - - - - - n 14"Af bII I n ill H It IGHVIEFY PIPE it yl# PIPE 4 IHE CHAIN A VENUE, -f9 14C 19 SSMH it It :� V. Rlkf EL:=9ZJ7 it 95 LINK INEL.=92.65(F.L.) FENCE it "LEFT TURN' tl IF II i SIGN - -11 - - - 11 L -W CINDER BLOCK BUILDING 12"M II r 100 T 0 0 Q) 0!1 CL, C) 4) If .04 1* If it "N (10 J 11 11 It, 00 1II I 11 1 LQ 20;41 -00 'If If 100- 1 j I I `L J ILOIL SSMH RIM EL 83.48 INV. EL. -71.75(N) INV EL. =74.42 E - TOP) INV EL.=71.31(E-BOT.) INV. EL.=81,46(SE) INV EL.=71,31(W) BENCHMARK SO. CUT IN WALL ELEV= 89,64 DA TUM: ASSUMED IS o II *FILLER STOCKADECAP - - . - - I I FENCE El I ­ ;'STEEL PASTS 500r (GONG LED) (ANK) G AL. TREE LEGEND: A ASH II T -POLE Al AILANTHUS If U6 - BLACK CHERRY CONC. PLAN If HE - -HEMLOCK RETAINING T P PAP, W, 14' 16 5"HE u Q u l WALL it ti L 11 -, SSMH-" 37.50�` - VL SUH STUBOk RIM EL.=107.84 WV. EL,=99.04 fit 2T `t II If O`HEq CONCRETEW PLA rFORW CONCRETE , 1 `` \ .,� t\ II (NO PARKING PL A 75FORm PLANTERS LINK IISIGN 110 If WAN-7iR - - - - - QN r+_ - - - - C T -POLE FEN Lai if 11 10 II 181M If it / '181M 11 - IIS 110 TI 4' U Ii J6A 0 0 R. . 87S 41HE I 13 CD O/V NO LEFT TURN"/,I G ✓ SIGN NO PARKING -I:, /VO AI 417jilo HE A:��HjL T CURB STOPt, T -POLE 0' 127M W ii STREET I "M ELEC71RIC S16W WOOD S/6WWOOD SIGN sox L =22-72 s`GN` -282.22 "VON -j- T-POLE STEEL 9 T -POLE Wil I V -F R=2470.00 - T -POLE POST _jGj S 06 *17 45'" 'E HYD� GO W 29 POST SIGN 30 "P 77.7- 4. 6, X Ce CONCRETE CURB 111,5 114. GR. EL.=111.61 1 1 4.- 115- I AREA = 105,4223' = 2.42016 ACRES REFER TO MAPS No. 2650 AND 13310 W.C.L.R. LAND LIES IN "Cl -,P" ZONE ROCCO V. D ANDREA , INC. 1t4, "s Uu In WG T POLE N Y'T' 29 BENCHMARK SO. CUT IN CURB ELEV= 114.80 DATUM: ASSUMED CB GR. EL. =111.60 IN V. EL. = 10 7.92(IN,' INV EL.=10775(01, INV. EL.=109.11 WO WG WG NYT JO J SSMH RIMEL.=110.90 INV' EL.=103.14(IN-W) INV EL.=102.56(IN-S) INV .EL - =102,56(IN-E) INV EL. 102.56(OUT-1) 110 - Ing, 4<0. woo t4j RI RIM EL.=110.08 INV. EL.=106.45(IN) INV. EL.=105.39(OUT) G1, 1^.'.4 F.4 -POLE W 69 I INCH = 20 FEET SCALE 20 0 20 /A/ FF -,-T GG �;,ffEET WC ".q _8" 77LE "FF CONCRETE CURB NYT 2 BENCHMARK SO. CUT IN CURB ELEV= 110.22 DATUM: ASSUMED COUNTY BLOCK No. 5616 SHEET No. 58 12- 77LE =TSSMH RIM EL.=102.62 INV. EL.=94.18(1AI-S) WV, EL.=88,97(IN-N) INV EL.=88.97(1N-SW) INV. EL.=88.97(OUT-E) WES TCHES TER SUBJECT EXPRESSWAY4 IPARCEL WESTVIEW AVENUE OANOkE A VENUE Q Z_ Ci SOUTH R, GE n n STREET MERIDIAN OF RECORD NOTES: 1. Elevations and contours depicted hereon are based on an assumed datum. 2. Topographic information, including boundary and site features were developed from an actual field survey of the property performed by Rocco V. D'Andrea, Inc. 3. The information given on this plan in respect to the location of subsurface structures and utilities indicates only that the structures exist and no responsibility is assumed by the engineer or surveyor for the accuracy of the locations shown. 4. After a careful physical inspection of the parcel, it is apparent that regulated inland wetlands do not exist on this site. I I I I I ­ " 11 I 'I', 11 11 ,,,, "I �� " , I'-- I j"," !�, I-, �, - " �� " "' _� '��,'�� ` -4 " , � '� � 4 � F� .1 " " I , � - F'r'�',.",A`, �,%W fi, ", 4,�'V:",` ", ' " ,H�v` f,?, _5'A,,' "A ,� -,,,,, ,"', � -1 � 4L "I""',""' '111"'?AS7?"'is ,I' E'11� vl� I (� , I ... , # ,4 " �­ - �, �', 1W,,- -) , ,,3iA 1_15111feA x,kA, "I � 'If %,Y i,,,� ,,, . V� ,�,� ,�, w I 11 - - --- - '' � , , ,,, ,- , ­_ , IF " ' " 1. , . 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" ___ .._.__==_v_ ,�K� "",�q � . ,,, , , " �� , �", . , , , , Of'WaPE � C-I'M6 ­­­,", ...... 1, �- ­ " . . . . . __==_==;�1­1 ..... . �, � "' z I" Ir - � �,2, :; Z ";'__ �, I w = , � __ 1. 11- � I 1, -_ X - , I � M" fl'�r�'­­",'t, ;1 � I., - ­,", RIDGE STREET � � � � �_ _ I I _­__ , ­­�,'� �"" / .,,-.,= � , _ j �, , --=- ___ I ­ 11 ,;�K-�"=,g,--=6,"--'�z�=----,-,��,,� _ I— ''------I- -",,'-,-"r---"-'-,_,,��r,-,�, _­ ­-­­­-_ 11114-11, (e y ,!�IrR,e_-Rv�) k� ��,, 41OW4�WIF W40 11'Rq� --,,��,-,z,r�,-,��,,,-,,;��_,_,,,,,.�,,�,,,�,� . .. ... �'­ q�,',^,--�"",7��F-,�,,,,,..-,-� 1,= _,_,______, -z ,,,.,,,,,,,,,,,,,�,-,�,,�,',,,=', - I - 11-1 .... ­­­­ =,=_= ---r ­ "I'll- ­ -11-__-__'-',- ... � ......... ­­­­ _­­­=`_'��'! . , i� � . . . . . . _ __ __ _____,__,___ -� "I I r - ''I'll __1 "I��l-.-'�,--,.,t,.,-,-"""--,��l- 1-11 19, �', ===,,,===x,= ====Z,1.'= ik '* ` , / \r l-, ­ � __&�,xi�_Q, ,��\ .- , , � ,,-- i,,;,,&-, ­'-��_­'-' � r I , mYr.,? , __ __ . q 7 _;��­_­ ----,--__,.11 ....... ;__,__,,g ...... :_"__,_:_, � � ________,t-,�1___w ­­� , , r­I'D " - , , � _ I "/ � I \ -� , - PREPARED & ,# V ATESr �­M�', ,_11, � " ­ ��,,, "t, _` �� / 1� -- -,"A", - / 129 " �r� r� I 1� p �, 11 I \ ,�?- �,�� /- "4,c & , , ,_ ,4 y_0 y r SSof� , / 1� \_ 4�� - - '- ­ . I ,� F,a,pl"��r-, � -, r. _­­'._­­' O,V,�� 7_"Q 41C ____ _ -_ M. A, fl� , '?, 4- � - , _ , r FOR & H. A %&*Ifl 1 '_ .i / I I � � I I " "­­ 1-11-- i!` __ I � ", 1�1� .... �_ I 1 2 3-12' 2� MD4CV PARKING I "" " " �� 11( ��� I -,P, , � 1, 11�1_­' , c,'N, � _­­­­_­­­__. � � � 1!;; "' 670AIC,,cl r57 77,F - - - � I rr 11 ,,a, , � � � :1 I - i � ; 51 IN ", % W ' - "", V�w�i iw J , "I ...... ­11'11�1 , , , I 11 � � 0z e", - i iN c "I'AORY, , r , � 'A � , � , ,I v""i �` " � , ,V, Y- , U - S f --R L OCA TION � � �� \_ &113p� I---- , " ' 4-41,' 1 D !,-. 11-1 1____-__.___,_11 I" _ -7 ` �. I 44P C I" ­""" " � I I �� __ I ,�__ , I � �W P, - �, a ,1w � I I "' I I E,-, ;. V� �,, i ,,,,,, 11 - .,� 11, , _22 - I ­,��,,_,__ ,',� , � WARR ''t, �11, " 1K ;:�w 1i / 6ax'e. - , .1 Z'3*U-'0mkUTH RIDL^7CE SMEET t, t, " 1 " _�, ( "X, " � , ,--_1- I " - , 1� � 0 r� 4__� 1Z 9/ 1 . LOCA1 " I W��, fk�-1104,&5�U-'� v - - r/ON `;��, _� - � I r 5,,'�'�'­ 1 . _�11_ � S1,11,11, CtiT Im CURS, ,*V, D_­­,y,,'�4,`,1tJ " �,, e , � ­il r% %"- nn Q- I 01"', v ,/ � &A i �'_,'A,�,, A, 1,'AM- "I - �, : I- . I __1 x Z i I , . � "' . ­,", -11 REV 7T 'DESCRIP 77ON If Tr- ory 0"'OK, NE rwr YORK I LLE'V,­ 114,80 � ,i��,', f , I . � � I , / 11 _- V � I INCH - 20 FEET :2_� � - --- I , I - I I t,,-7�,_ I - q I I !9'1� / ��, ' I � CWMIM! AS;SUMIFt,', � 11 "� , SCALE ,,, - - I ­­_ 13 1, _.­�. -,­_, �_, - I.- __ I , ,/ � �'Llj -1:_, � I � I 5 1, , 'r ;i,� I I . ",V,1� lj�y, _,­_'��_ I � , r I I X IK 4 - , r - CONSTRUCTION � PLAN I I � � I I I , � 20 0 20* COUNTY BLOCK No. 5616 - _' 1 4_1�1_?.�? oF7 "I 11 � " ',��z I I I . r 1__A`I, SHEET No. 58 WGINEER' P.E. MO. 0-6-6233- 1 - W A9 IN X=T -_ I ____ - I ____ . - I ___DAX_ I I I I I . i, ----.- ---I------- ­ --.,-------- __ ----- _____,_____ ____ ___ - - ,-- ti L.4 rEA1.4 L Ll 11 6v r -1-5 E r Et( 72.07 422 NOTES: I. Elevations shown are based on an assumed datum. 2. The information given on this plan in respect to the location of subsurface structures and utilities indicates only that the structures exist and no responsibility is assumed by the engineer or surveyor for the accuracy of the locations shown. 3. Water shall continue to be supplied by the local water company from existing service mains. 4. Prior to any excavation the applicant or his contractor shall contact "Call Before You Dig Inc." at 1-840-248-2828, 48 hours in advance of construction for mark out of underground utilities. 5. All construction shall be inspected by a professional engineer prior to backfill and as the work progresses. 6. All construction shall comply with Village of Rye Brook standards and specifications. 16. Signs shall be posted where appropriate to provide and maintain acceptable driveway widths, and to safeguard Pedestrian and vehicular traffic. 17. Roof drains shall be connected to the storm drain system. 18. All new drainage and sewer conduits shall have r2.5' minimum cover or be encased in concrete. 19. All reinforced concrete -pipe shall be Class IV, 20. Rocco V. D'Andrea, Inc. with the approval of the Village of Rye Brook Engineer, may direct a change in the location of the drainage structures to meet field conditions. 21. Where unsuitable foundation is encountered during construction of storm or sanitary sewers 32. The contractor shall provide all equipment, tools, labor and materials necessary to satisfactorily clean and remove all visible obstructions, dirt, sand, sludge, roots, gravel, stones, etc., from the designated sewers and manholes. 33. Existing inverts on storm, drains and sanitary sewers shall be field verified where appropriate, before commencing construction. 34. Signs indicating Prohibition against Parking in fire lanes shall be in accordance with the Provisions of the applicable Village laws after consultation with the Village Engineer and the Fire Marshall. 35. Drain inlet frame and grate shall be equal to Pattern No. 1401A as manufactured by the Campbell Foundry Co., Harrison, NJ. I the contractor shall remove the unsuitable material and replace it 36. Precast concrete cone with -other material sections shall be , - t - / //,/ V, �;9. / 7 Al V E�t_ = -,55. ( /,* ") I'll�_- __ Imo` V, L x/-1,T/A16 Cl e. L� 1 0AI) X /C -1,5 -6;A Al / 7,4 �,Ie 'F0 (,C �, 7'1 A Al V, E4- -_X15,7-11VC, a0 LC -7X /5 TIA16 _C, -2,A5'0 7- rFz_,E V-4 T/ ON 7 4;�AAl 77,14 R I/ -5eWAFJC X /-S 7- Al C, 45; TOA- A4 4 //V, ®.-0 V TO AF ^-I ORX / Al• SCALE 30 6 30 FEET Lce Lale EL /VV. Et- 04 MW elM 8G 3a -55MA1 R/ML = eg. 48 IAIV El_ = 71 75 tIA0 IAI V. El.= 74-42 /A/V. IAIV, MV Et -z -71-91(N) 2 4-2-92- REVISION 1 '31217- j CY-UPS TER -0"-' 4 4 ,7,6 DATE '-DESCRIP rION _Z .4-2,92 0.4 rE -ENGINEER, P. -E.' -NO. 066235 � Mr W MW 1W W - - - ff.. - W.� qW ­,­ 01----,— c,-- - -- I Zoning Requirements 200 South Ridge Street Rye Brook NY Zone: CI -P SEDIMENTATION AND EROSION A. Floor Area First Floor LJ 01----,— c,-- - -- I Zoning Requirements 200 South Ridge Street Rye Brook NY Zone: CI -P SEDIMENTATION AND EROSION A. Floor Area First Floor 240x107 = 25680 sof. Basement Floor 1. Temporary soil and erosion control measures 75x107 = 8025 s.f. Total: 33705 s.f. 1 B. Parking 33705/200 = 169 Outdoor = 149 barriers, water breaks, prior to commencing Garage = 37 check dams and anti- Total: 186 C. Loading Area, 33705/10000 = 3.3 4 SEDIMENTATION AND EROSION CONTROL NOTES: 1. Temporary soil and erosion control measures 10. Sediment fencing shall be inclusive of filter installed where required barriers, water breaks, prior to commencing check dams and anti- construction and shall tracking areas shall remain in place for the remain in place for as duration of the project. long asFencipg necessary to shall be, Prppex permanently stabilize Silt -, Stop ,as, manutictured disturbed areas. by Amoco or approved equal. 2. Erosion and sediment control devices shall be installed in their 11. The contractor shall proper sequence. No clearing or notify the Village Of Rye Brook Engineer three days grading may be done in prior to commencing any area until the devices for that area, as construction, to review shown on the plan, are in the requirements of this plan. place and functional. PIVOf,c-'560 oveaqc-,4c 3. Natural vegetation shall 12. The contractor may Provide alternate TlqucK be maintained and means of sediment control along OSE- 014C -E "T! or 7 protected to the greatest extent possible. the construction route, ,r but he may not eliminate Vez,414 4. All sediment and erosion placement of protection in the control devices and areas indicated hereon. provisions shall be maintained in operational 13. The contractor shall condition by the regrade, topsoil and seed contractor until final all disturbed areas acceptance of the immediately after C0A107",V41C7- project. construction has been C__ 714JL CAJ 5. No changes of this soil completed. 7 ,-7 erosion and sediment 14. Additional Protection control plan may be made measures shall be without approval of the implemented as site engineer. conditions warrant. 6. Land disturbance is to be 15. An additional 10% of trap kept to a minimum and rock, hay bales, reestablishment and/or snowfencing, filter C01V07-9UC7- stabilization of fabric fencing and other PXOFli.e disturbed areas shall be scheduled as soon as control materials are to be stockpiled on site for x/144 practical. use as necessary. 16. Copies of the Building 7. The erosion controls Permit and the Sediment shall be monitored to and Erosion Control Plan maintain them in are to be maintained at effective working order. the site and provided to If, during construction, the Project foreman and additional control sub -contractors prior to measures are, necessary, the start of work. they shall be installed. 17. All catch basins shall be 8. Sediment or debris shall set to the top of road be removed from the base and raised to final K drainage control gradeJust prior to final structures during paving of the roadway. construction, as it accumulates, and shall be 18. Bell traps shall be disposed of in a manner installed immediately which is consistent with the intent of this after pipe connections are made to the plan. catch basins. 9. Erosion controls shall remain in place until 4i completion of the site construction process. Periodic monitoring will be required particularly before and after periods of heavy rain. Upon completion of site construction, devices within drainage swales should remain in place until 'upstream areas are Z stabilized. v Z_a WFe e VFZ_ 1,4,11�-,A�-IAIC, > X 'Sz el A,11 A/• Ve,4 1A1. PROPOSED /01 SHADOW BOX FENCE -- FOR SCREENING PROPER TY� LINE INSTALL HAY BALES SEDIMENT BARRIER TO THE CONSTRUCTION OF WALL EL =89.0 AREA TO BE LANDSCAPED',,,,,, EL = 85.0 EXISTING STONE WALL TO REMAIN EL =83. 0 EL =80. 0 PROPOSED RETAINING WALL EL=77.0 LIMIT OF CONSTRUCTION 18'-0" PA RKING SPACE 4'-0' EXISTING FENCE TO BE REMOVED PROPOSED GRADE L.j J, EXISTING GROUNa -N—STAL-L— MIRA DRAIN 7 6" PEIRFOR TED PVC TO C. B. 0+/0 0+20 SEC TION ( WEST SIDE OF PROPERTY) SCALE: 1'=4' INSTALL HAY BALES SEDIMENT BARRIER AND SNOW, FENCE TREE PRO TEC TION PRIOR TO THE CONSTRUCTION OF RETAINING WALL LIMIT OF CONSTRUCTION PROPOSED SHADOW BOX FENCE /01-01 18'-0" PARKING SPACE 1 FOR SCREENING EL =:98.0 EL =95.0____ PLANT PROPERTY CREAFING LINE I V Y A L 0JVG THIS FACIE EL =92. 0OF TING 16" PINE TREE WALL TO BE PRO TECTED DURING EL -89.0 CONSTRUCTION AREA To BE LANDSCAPED EL=86.0 EL=83.0 INS TA L L PERMANENT WOOD SHEET PILES ALONG TREE LINE EL =80.0 PROPOSED RETAINING WALL 0-'0 0+/0 PROPOSED GRADE -T- 2'-0' U 2, INS TA L L MIRA DR A IN OR APPROVED EQUAL EXISTING GROUND V, NO TREE ROOTS 2' AND OVER SHALL BE CUT ALONG THIS LINE UNLESS PRUNED BY PROFESSIONAL TREE SURGEON. 0,,20 0+30 SECTION ( WEST SIDE OF PROPERTY) SCALE, 1"--4' 2' 4'-0" 1 lu L CONCRETE FOUNDA TION TO BE DESIGNED By OTHERS( TYP) ij L— I Fr U— L— I V I V I L/ L/ I 1W -8t00 AM " SIGNS BOTH GATE AT BOTH FACE NO TE, Prior to construction, the concrete retaining walls and overhead truss shall be designed by a New York State registered professional engineer—, ',-'Dtsign calculations and construction drawings shallbe 'sealed by a New York registered professional engineer and submitted for review and approval. t A V) 301-0" 0 VERHEA D TRUSS EL= /00 EL =90 Al 11* r.A A NilLJ LJ 5,y AfL-4-4 rpPjW.-14J4" POPT}4 �jx-vr'Q' or; *.j 'SCREEN FENCE �^J 49 , 12'-6" 2 L CONQTRUCT TUBE GALVANIZED STEEL GA TE, SHOP DRAWING SHA L L BE SUBMITTED FOR APPROVAL GA TE OVERHEAD TRUCK BARRIER DETAIL EXIS TING 16" PINE TREE TO BE PRO TEC TED DURING CONS TRUC TION SEE LANDSCAPED PLAN (GN & OVERHEAD TRUSS * 0 STEEL POLE CONCRETE I u4ii FOUNDA TION • LIMIT OF CONSTRUCTION PARKING SPACE PROPOSED I SHADOW BOX FENCt FOR ' SCREENINC- 4'-0 0 '0 7 -T - Lr ;,.T 2,- 2'-6" PROPOSE[ PLANT CREAPING IVY AL ONG THIS FACE OF WALL No INSTALL HAY BALES SEDIMENT BARRIER AND SNOW FENCE TREE PROTECTION ALONG TREE LINE PRIOR TO THE CONSTRUCTION F RE TA INING WA L L EL =80 INSTALL MIRA DRAIN OR APPROVED EQUAL 6" PERFORA TED PVC DRAIN TO 4 0-/0 O-f2O SEC TION ME -71:9-1 0- R'ryTr '--EXISTING GROUND PROPOSED —RE TA INING WA L L INSTALL PERMANENT WOOD SHEET PILES ALONG TREE LINE, NO TREE ROOTS 2' AND OVER TO BE CUT ALONG THIS LINE 1 UNLESS PRUNED BY PROFESSIONAL TEE SURGEON ZIM CAST1N6 A.V,0 eO✓E,r SAAC L 06 EQuac ro P4rre4W Ns/+. /QfeA t FACURM� or.f DNFoEryv(A+MPBE44 or ArrRovEo X i r o i Rte✓ver � /c'EarrJ�Ecs To' (je°Ao_- N/!rN MIA/. OF 2PiQVR5E5, MRX. 7 COURgES OF 67,m1s1c-rdF s � g PRECA..3'T UNITS A'S NlA,rUr'.4CYUREr3 BY 4--oAzA PA CONI CE r6 f rPE Cat fNG pT ,4^,,rove-o -50c1A L - 2 "PITCH MANxaL4 INve,�rs .lHA44 B.`' FO,rME0 - ° 1 /•J, rN L�.e',4X F.VO /V10RYAR OA" FOA'ME•f) tmitt 4"<Jt�rNJ GJrrryffEoSrorV� OA" e-4le7IV , Dfr VAxIES �i4'11,�eelPw". raVE5 Fog' STORM DRAIN MANHOLE DETAIL. FLEX/®GE 1'1/ATEnrresfJr G4NNEQTION INVE'R7 TO BE 40,lel-co 145 BUt4olnlG La6y/1s,v 45"' PVYE BRANCH ®,£rs7rES g �EdYER , Nom- T`NRfNK G!"NJrn/ MORTAIr ° , o • o • - UNQ/STlIRBED EA,PTX D _ p 4.AE'4i3DN/ °' l0 "MI,v. CR41SH,10 r.+'r�f►j lire,sroNe cr Dor z, �A �'`..✓���r yr ��i� R ANTI -TRACKING PAD DETAIL N. T. S. NOTE, POSTS SHOULD Nor se SPACED MORE THAN !O' APART PROPER PROtt£X POST S/L r FENCE S2 T FENCE D CONCRETE POST ,FX/ST•/Nf 5.5. ,3/�EnJc 4sEJVJ6ArT U ' 7-//-r; VGR J 'Q " BACKFJGL BACXrX L 1/4 ., "OT N . T . .S E�INDE,C5TANP 2• o _ A BA Cn TI4 •° . \ ATtVE SSMC' - 7 NATIVE SIXL . r,t c' �T 771Ar w, fel �iC�L�sC3aJa°sp L gD a "tMl,v., ,.. INSTALLATION DETAIL �Ga�.t4- 7o,P,17-rte` le A/ SEDIMENT CONTROL FABRIC PROPOSED BITUMINOUS PAVEMENT 1 x12.4, •' >�QRA4 BENGN ANO r�OY MATCH G' VkVNur /Nl. 4-° J p4/NC✓ ` tom. BITUMINOUS CO�MCRETC LIP CURBING MACHINE FORMED 7XA10 4N0 P/PE ARE �lNof'VN OfJTN .T. S. dF �SEGridN. ,O,J1 VEMErt(T Asp DEEP DROP SANITARY SEWER MANHOLE DETAIL /NVE/�T EGEtJAT/P!V115rc av i o e A, f • N .T, S. TREE .PROTECTION N. r S.. 4' SNOW FENCE WITH POSTS 4' O.C. A r GRIP LINE OR oUT£RMOST BRANCHES 416' TOPS0/4 Embankment slope �uarr' (f✓fltot ei� I -2„ z x 3` stakes each bate fNO.OEOUAL Al,N 6' 5 . c d'•ASTlN4' ANd%GGVE.P S,Y.fGt 6G 6�f4j#F4p •15,reAJe To CRY 4'x d' Pr�tcreyr .zr+ p COUAcroPwrreeaN,. tft7fG I + f? CiRU5NE0 TONE . N1ANUrACYG/Rdo BY (ItMFBEL4 O ( tiY: >2 ry( t h # gnaN 7U c I I 4.444eeY I t%2°DavnCY J o'P r, o,r ,A^rAo�co Existing ground i - I _,. � Flow .Q 011 TAG4E- I caa r'. a ". > J40✓U✓rr fF AC 5441t rev 70 t 1 G,ew-- XlrN M/rv. Of 24! -Wry--5, 14411E FOR GAroN B,nsrN TRAP A"e4*04Y EXrsr/Nc ' Z. r POROUs BA 29,4 GROUND 2578 TO GRIP L/! 257Ax 1" x Z" x 3' stakes each bane 21" t. ttAi PLAN SECTION A -A JZ _ 2' 0 WEEP 8' O. a ' PROPOSED N PROPOSED GRADE t , J CRAVE B' MfN TREE WALL/WELL . DETAIL. N. r. S. Embankment slope �uarr' (f✓fltot ei� I -2„ z x 3` stakes each bate fNO.OEOUAL Al,N 6' 5 . c d'•ASTlN4' ANd%GGVE.P S,Y.fGt 6G 6�f4j#F4p •15,reAJe To CRY 4'x d' Pr�tcreyr .zr+ p COUAcroPwrreeaN,. tft7fG I + f? CiRU5NE0 TONE . N1ANUrACYG/Rdo BY (ItMFBEL4 O ( tiY: >2 ry( t h # gnaN 7U c I I 4.444eeY I t%2°DavnCY J o'P r, o,r ,A^rAo�co Existing ground i - I _,. � Flow .Q 011 TAG4E- I caa r'. a ". > J40✓U✓rr fF AC 5441t rev 70 t 1 G,ew-- XlrN M/rv. Of 24! -Wry--5, 14411E FOR GAroN B,nsrN TRAP A"e4*04Y Iz•E FUN041M B LG OA'>' PRTrERk NU.rrB" IQ" 29,4 t?' 2578 !S" 257Ax 1" x Z" x 3' stakes each bane 21" 25�G (1" &,toUr MA?x,) PLAN I j /j/J tJ4/sr�, !! )e47 MAX. 7 Collom s OF f%ON6REr t/R055 �'Jf'E NONE i _ l Jc/GK O/t fiz' QAST /t'iNGs. 1" x Z" x 3' stakes each bane ' - (1" &,toUr MA?x,) PLAN SECTION A -A o GOAT �XTE/flQJP SuRFAGES elramllvaeuNAY BALE SEDIMENT BARRIER DETAIL STORM — DRAI�t ORYWEL L GALLERYIpA/NT• N NOT TO SCALE (%'/NeS-5 .ANO /i'IaRTAR .J't'EQuiRE•o INSTALL FENCE WJTH CHEVRON CONFIGURATION t fAS R£QUIREDJ t' I g J"''RA."G/s9T UN/ria ASMANtt/.44t'trREo BY GsouAro CONcfEr6 !'IPE Cat /Nt. A FLOW A' 2x4 wooden stakes driven .. " O,t' Ar .fd 6 ,•t`ey,... 9 B. DorRA m GEWA }' f'" 'min. Of 12 inches into ...., V-,. "}` -".,,,-y �• a Z PrrcH :. *C a+� i (-t the .ground r+� r 4j/- ACP'AtEFUt .Y COM PACT £O s ,,. Filter fabs{c wooden lateral o ..< S.r•t. 1t r . , r uc. uz Ph'OYEU BACXFJ4L 5 ;n cross bracesA tuek d iL needed MaNNOLE fN c4TSSxA 4 BFOAM6v .^r. IZD .:-.r .. CD .. _ into �.- .. .. ,.. , .. , .B C NP MDA' AR OA' FO,t'MEO -w � ..,,.. .. ELE AVON rad ._, _ 4 t > W _ TN o t j 3 3' C Nc.rcrs< Mix .,.., �.>�. P o Flaw +. -•• a' _ . •. , old ® a, .— ._. �_ . _ _.-. �. � — . —,. — Flow � .,,.. OR _ J CD OiA ErE I PLAN Y/EW. ti--^, �; ° VA�lrfs � 1 .. it Catch Basin� r%^�'�"» ill t9't,tt S ` r � "(Mhv. "fMiNJ GleusH�oSTof✓E t1/ ,gRTt! CHEVRON CONFiGURATI�N silt €enze Instnllatton at AdfYOR.\JrgV. flW;3' �. , , .:: •. : I . I , tss to ct+ �t r I _ _ - — - - Inr SILT FENCE { • t Catch Basins I.-. -'PG ref f4 nIA MET CR —� . h N• T.S 4,1,o4CC7fJ ror/BN1r {,•om,-,Fcrw TYPICAL METHOD OF LAYING PIPE _G.aroN6,�sJ�JG,cAr�9frA4G SANITARY SEWER MANr10LE DETAIL. ®e* EQI/A4 .7V f ATTI'.l'N' itro. $zFI! To FJr Oirr CATCH C H p S �XSIAde JF#.444,0F f4VA4 7'd N.T.S. C A 1 L d! Li A i.7 I N N.T.S. 4rrze v No. ll�t50,/mss SEDIMENT PROTECTION , filfAA/HF•.4orVA" OX TWo A0v4/.fr ro IPFC7UJREr1 CAMPdEL4 $UNARY 144©RrAR &,rAVC NlrA M!n/ OJ' N.T. S. 7 -we CeafserO eY&RWX- ,� rr t.{ iA PRB6A3T GOaGxera6 �'-C'ar c:*n.A®_..�!.+.__.,-. I.i/..�frE.rrt I ci arrc•+ C I ' : , t3EGTJON Ay /YfANUPAf,TI/,P&O fJi Stave � S,o:>o � S,oao i �1*'`r �P (,EpNARIi Cm+��13RT� •l'Pe,•/1 1w'y:"!Y J,2"r»rrt �^ NOTES: /pJPE i��. . fi&44 �RR �% +J�t Gr !%4 �lli�i- .... ... •r!r r .1. .n r. -,. 4 C (i TARGE-/ r2 Pa rmant S _ I Sidewalk si.opes may be adjusted to , t'-6" Trench Excavation t `-6e <, ,cAvr vfEAJr /i meet existing conditions. As RJ•,�Ro Eo ; �. , .rte. // � ERURL. ..•., .:? or as O�aerad .Width tVaries) or as Ordered ,ra• .5, ' t � g The -•'•`' ?s�Oa(,NJPJiNf ' VAAr14dGE eanextiz 5"Class " a-Cancreta Sha Crn�acaafa0E5S. OiPrjr 0,4$ E Aflprowd CPctad be 1" per foot and 1/6" per foot wine Cu resultant Slopes Shall llyJ absolute maximum and minimum 71,0111/6' 0A3E f"rn C©NCr=s�E SIDEWALK WITH PLANTING respectively, unless otherwise �.. Existing Pavement Existing Pavement =1.� —+ STiitr' .I .?. t e til "El-B" t a s� � � . .. i„.. tt9' approved. SECTION B - B Undisturbed Line Cut : af,. Undisturbed G1A��- fi a _�/ Subbase k. I ' I CONCRETE Tack Caat �Z f Subbase e .�, .'jt:; G"CrY1�N,t 2. In concrete sidewalks expansion :. I tt2 Wearing Course `i +. I vnriahla joints Shall be spaced d r— '' SINGLE CATCH BASIN DE -TA I L Existing Surfaces ® j o a.c. (Typical) 2 1r2e Bender It r contraction joints shall be spaced Foca c: tlulldlnp or stnv vre 10'-0" a.c. and score lines 51-011 ' f�ARRlER G," (^jJCL,t3NEf? STONE � N.T. 3 S. �"f JrQGE55E0 ' �, 'I GTV ri f�'/i 7--- A45-6. . . / [MIN} MIN.) UIYD&Ir prtA/N�f�,so /2 ,-•, '"'':'. �'.. � road �-.,,� a . C t�1rE?Cte ' 9E£P HOUSE - LATERAL .. i%Lf'I ,�. • . CONCRETE CASING DETAIL {� Ic,r•, To ba ,.al ;-, bah.,, auriacn of y -BR ANCt1 DETAIL FOR TRENCH REPAIR - NOTE°OEEF 1`143E -LATERAL CONNECTIONS SHALL 7RIN N. ,S. e[tT BELOWROAD SUNrACE 08 AS OrtDCAjD 3T mt }i N.T.S. axatxcc n, =+• Class,�` COB, -,Tutt 51:5 . ...__T. G` Cor.:�c..tcC PRGG'E,SSEO ,11G6.tEGArE 814SE ' DETAIL OF LATERAL Raara ed Campae,ad SuYjreda CONNECTIONS CONCRETE S1DE1ltifALK - CURB To BUILDING SANITARY SEWER' t! " C bar % ROund to t" radius N.T.S. 9'-10'° tong 6 t" Itp at romp (max.) • r '" - 30`° ROCCO V. D `ANDREA, INC. c, 5^0„ 5,_0., . 5,_0„ 1 � _ LAND PLANNERS r as directed NGJNEERS Ram 1/4"PREMOLDED PREhOLDED SURVEY O 6L, LRSp EXPANSION JOINT EXPANSION JOINT' NE P.O. BOX 292 r NES3T-A l779 Pavement gy o RJVERSIOE, coNNECrfCUT TEL. 6 AftOlj SCORE LINE CONTRACTION CONTRACTION SCORE JOINT JOINT LINE24 PRt�✓E+�i S'll l Ttl'- Mot -r.4 �> Ctoss'Q" Cancrata —i prrrr�J SIDEWALK SHALL BE 'LAID TO A UNIFORM DEPTH OF FIVE (5) INCHES UPON A SIX (6) ----w INCH GRAVEL OR STONE RASE, THE SURFACE EDGES SHALL DE RO.UNDED.,TO A =tD RADIUS OF3/32 INCH, PREPARED Space Joints 'every A 1/4" APPROVED BITUMINOUS JOINT SHALL DE PLACED TRANSVERSELY EVERY 60 FT MAX. � �� ten feet (10) A MARKED JOINT SHALL BE MADE AT 5 FT, INTERVALS BETWEEN BITUMINOUS JOINTS. 2 4-2-9REVIS'ON FOR rES ORIFICE DETAIL ANY CHANGES REOUIREO By LOCAL, CONDITIONS SHALL DE MADE ONLY 8Y;ORDER OF THE CITYENGINEER. NITS j� uc j� �` x�QNCRETE CURB DETAIL ... PLAN OF A SECTION OF CONCRETE SIDEWALK N.T. S. S Q 4 R ruff Coo NOW" NEW'" YORK. REV. D14 ESCRlPT/0N C 4-2-92 �r . n IAILa ENGIN P. T NCI. Q6_� 6235 DA rE e . • - �c P C �` MANUEL BASTOS tl R7 BENVENUT/ FRANK R. LANZILL! HN R, SABiA /� ff G JAMES MI TC SELL u r s f FLORiNDA BASTCUS n A JUDITH R. ,LANZILLI FNE 0. .LABIA � PdriliQM LCAT 42 LOT 43 t'i rt'ca'i tlf TAN,a�G r w. � +c w 1 k h , � •« . g :, � � Cr` ., '� : 4at-t� +A'ri :s t' S4� +!�•,v�V,hy 4,��,•r5 LOT 31 LOT 32f LOT 33 L 4 L T 35 LOT 361. LOT 37 LOT ,38 '` xrc' LOT 41 i, x *vv. il. -rr k ST f i 1 (S MAP No.. 26501 W C, L.R. � T r imCk6t) elf .V ?T faitt(S AAE � � cit' li rr-e�.o / Inn i2. «7F,� �} � �}F RIF MM� WALLy .J L J 39 AdrA w,s'tik, ti O G r .I li , E w 1®' wr�es >rs ar a- % O. W. 95, L O I T 0 KAU I lei !p / LrNfaE 7," D, d1/i > t3 9 5 u -'"`f x v r t, � � i. i(� i c r , ' 'WO I C s . ----- ---,r --- `✓ '+ iqv. ft .1r a1(ia; ' 7 t' '. T4 XZ .44A, 9, 1 LYk1CWfrE ►rR _ __ 1j ` wfSrVtEW -__9 • a -ti• '6�p t _ s:_ AVENUE i'LA Al T � � / �t'�. YY, �t r « { t �" _ _ �` �~ ^ • i / s .,... .. .. « ,. .. - .• A Al /+re � + ,G�f� !\ t/P '�' "�c'•Bs.; / +�A ,/ f t, •ry r y rt fry f r 1?' j` _ .... so 19.5 2Q !9 !§It FIfNc 131' J2 Nv tc aZ ate_ %,�" it ONEw w `fi, ~a � ra' �'d�r i �rrr �! - tv � -_.. �✓' DMil• � / ff O �� � DA 1'Uat: ASScrtiIED , rr Y f ` If �G ff r1 tom/ fGf C �' __ _ GON57fc'uGT Iry was nr sv-w wv, Et ••aa. ra(taf 7 0. w. �e.r lO2. oo Goy re vex PP - LO �D,. ) WV. R,-e4.fI{1N- f�f/O4"" �aSM ff - /2 riGf'_ 7' I Et , =140, If �. ` TANf4�fA TA TSU YUKi ►2 , „ >a ff /f'GF' - E ill�1 ` .. -- - �,I / .._ 7 f# f 4 ' tt ©r�/GJ 7_e416 7 &..:A T� MERIDIAN p f Q - 41 , X 41' RECORD JrsTh'IiGT it it(�} i it i' _ SSux l - ELL aw LOT 5 LOT 4 LOT 1 «oNGRfr i1 i _. Rxf et...B1.2a YtN =,� _ s 4 _ - _-- xrv. et..••a,a.ta(cw- �i ,WAP No. 2650 W. G.L.R, _ _ __. __,, ,,- _ V. EL-a7.41(rM-E) ,wv. Et.-•ad.f93(f�UT_Nw) _._ it i, i+ - INY. £t.«ad,Bi(OUT-�� It it It -•.,,. ---__ - . j.. i `~\.lam 99 ii 11 r 7yrrmi i ifi tiil}li I)1 i ,iA 4ttt }t lr,i 111 j ',•-., if Ctr+!!> I1 f 1N,�9ft1EDt�yRat�E �. a ._., �e rxrNavif c� Note: 71 • u ii tl -• ..._.. ....._. ....,._,. ; -�E 'r/;;E: /- C:t� 1. Refer to Sheets 2 through SSW If ii " - --- `'` � � fah � G of 6 for additional it Y EL-de:6•t(>Ft_e) sslJrr C1/� der -ails, notes, profiles _ y it r ttJ,v and specifications MeV. El «pa s(tN-x) y� y y } f 1NY. A -d r Y9(ote T S) - / i - - - - - / � ✓ GJ it L 1/ i Ala /�/ CJ % ii � u �1 tf.. %© ir` '� � �/� relating to the »r»:»»-„s»»»»»F;.»=,. _.._»»-.- ---n ruction of this _ _ _ _ _ t tf /j /f �/O TfC'LJ const , .. ii 3 '•� AL., ��f �J .N -ii It /p f /c„f ' _ _ {j%% fe � site. _ Lj. fay' / u HIGH W95E 2. Refer o architectural `t� !vi aft'_:._ t, t�' ii t� _ plans for specific '- r its' TP f� ildetails of the building r � { it P G - _ -- t it c' re - f% G fi t L7- --It LINK construction. .95 /NSTAtL f 3iJ SOD 'WEEN ,f - —��li 4 If SXN .,` l --� �7 It ,7e 5 „ I1 , CINDER BLOCK �:�l.J`1L.U/N�' - ____ -_- - ' l( ” �i to D tff'U TiC'i9f�Fl ra ' it'7-A-L/G7`- f/5 71 A/ _ 11 1 1r- # 11 4 t t _____ __._. __ _ _ .. _ if / 0 i d _ E i� c si< Q %%-lam �/ONrit/T%fVD _ r';O. W.�la�Pll+�rx / � „ it % ,t t+ r �c�nl r>�Ucr / 'tea 1 aJfv/w Gt/.att EA/ 7_,Fit it 10� rt i� 12f ff . Tt�; � YM a it �� it '� " f'• ee .. "' jt1G ,� ii Trio ,Tfevcl� ........_.-. �� - {� >_ E Zwe J1.'I PG v� I 1 ` % r) , iI t w-% % E. 1../ l df (:4 - If + !1 11 ( it ��D Q (ti -FILLER -CA AoF GONsreea Y � ,t � - _ i Ti • LE'G 'nJtJ if - iit t �-,. � - {Q� i�Gj 1p _ ,--•�..-�_� --- - - .� _ �.� „ �^�- �. ,� Nr� � _EGE E G rjpfvrovf� Fi E a te.. ;: ^Poses -. f 4 K 4 1 GO v_6'rx A 7 x ;✓ ry N ro. *V, e4.»'Q4,5 '- {c t1tLED 1 r ZG ! c' NDCD ,ypc17 / _ .� . �i C �i A _Sri qq I •- -^-^- PaIrC'O PO Sr C I.9 GON rOUe1' 1I li /� ' i f e , f, f1 : 1 f ! r a Or E i t� j \\` ` •.n \ Al iLAtJ,�IUS'' # /(CO.G`t + r \ LIC _ :FLACK CNEf?td X; >< 95.1? 'EresreNa ✓G�-or 4E•vAr/O'v- • %, 12 F f2 GP � 8 /c'GP 1 , , +Pi•,w 22 f 1 riE aEh 1L oc d fi fJ~ ' % G.� 1..E✓fr/OA1• li . . 019 , F'r�oPosrfo 5 ii j� - - i2 f'-G� as T �.{ ' t+ �, \ APLL li �' -."" as• N�I�LL j�`IIIU�Fcnrc� t4U tIULQERI7Y ! 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M _; CO rzT WC, .--- if it/ �1 ` IfeTA IAV lNG it .-- 3i - S S&O 1 -rte/ f e r It L41A W,# G L „ i 110 - _ - - - _ _ 11 (f,3Y J�rN��eS� _. 9, tifq 7L� a f; .: �' if If sxo�tP,tRicMtG'iar {!$ _ _If---- r !t ---- __ _. __ _, ._ ,,Il 411E -._' a ,q�' `~ .,,. � ` _.. �� • f /p � ;, lJ ,? .. ;7� tf ' �,-"" P2 t �+° - ,, L_.._._ i� P _{L .-_ _. i .. _ r.' _ _ _ _ + ►+ ��� I t X 7 � ..) i� ., j �\ 1 r CO3vCRET& V401 -T-113 �"' S1.I f t' rt tyi r (fC" ^• ....... _ .. � - ., _ .. - _. _ � d (!'' X �1l T - �' w? .d . \�- , Srrrr _ _ SION Q - < t }� f StC t a+. _ ��� 1:11VEW. ,pA/aKll4 i x w l ,, _ _,, _. `3 c 37fN w 3o 2* fop cUlm n _ _ r 1 CR. J)t,6i a i 9, JC. UR r,<.p eV i ov e � �� �.<r�T/nJG f""�n/r ,�1�vr� �. i> s �✓G'/ / 1NY. t:« tag. f r o \ �~ GC%�1. 71� tJGi t 0' � ' tF� TG.�E IPEMOVEt.� , r iG Al f�C,4CE TC3F �O/L - XR�� To FE \ ' ®NCIV671 009 _ROCCO 1/. i/V RL��4, INC. — L.,4A 0 5' 04 PED �\ S BENCHMARK � f5'�Kh�t(t,�✓� , � >< f !. �: � \ tl�l w'� �.•5t _.._:._ - � �� ftj� �.� LAND PLANNER SQ. CUT IN CURSombneacT ��� r � � _ ENGINEERS • t 11 W r,,J --—r-- hI _ - _ - - rr/�1h/.�1Tri'L/�T P. 0. eox 292 SURVEYORS 6 NEIL LANE i RiWRSiDE, CT 06878 TEL. -A07-1779, DA WW. ASSUMED � ` I � ru.7 rrsa ~� i , Co/iv,�f,�rF aloesw,�t�c SEA r 8� l n G iJ SOU 1' T _ H � . 1:'t_ rorrd(rN-rr) _ _ ___ -__-•• .,- rYNG,�...-G.N F-'�'P . /t�/Onle'.fh��_TE �� r2` ruk ,% _. _ - - _ - .�( _. - rKT• - -- - - - � PROJECT QNSTfPUGT ,'": _ `... BdM EL. !da 3y(1pe-£) 1/ py�c rx - _ _: < fT 'iEtl flvti/r5rh'. �- ) _ _ _ --- ---- _ =; -_ �, 4 RIDGE STREET «�11.6a -� ra v. ✓7.. is our u 'E Ti9 t f1/I Rl G% G L r x)_� -- ='I� -_= - ` r wv. et 1or.p w _ - { f. 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CUT IN CUR& wv. £t.-1os.3ixcwr) a1., ., a• <, ELEV- 114.80 �, e 1 INCH � 20 FEET DA ASSUMED '�'., r sr� � COUNTY BLOCK No. 5' 1 � {' _.,� 5'-�+� _ pF 0,NS TRUC T IO N PLAN , ,�-. �� - - 6 L ;/ T 20 20 No. 58 a SHEET EF�'GtNEER P E-��C�6��5._v'-._. � .e _ NOTES: 1e The purpose of this plan is to demonstrate the feasibility of constructing a sidewalk frdDm South Ridge Street to Rye Ridge shopping center. 2. This plan is not intended to be used for construction. 3. All traffic control devices including traffic signs and "pavement markings shall be installed in conformance with the most recent edition of the Manual on Uniform Traffic Control Devices, published by the New York State Department of Ttansporu-tion. O BUILDING CONCRETE PLATFORM WIN CHAIN LINK VVIt"IE FENCE I / I CZ------------ OR EL -90.0 � I --------- ------- MH BENCHMARK ------ -------- "ERIDIAN OF RECORD 91.7x 0 f ------------ I SO. CUT IN CURB ------- ----------- cc® •__ 7GR.L O__89 4 : --- : ----------- ------ 91.4 ko V CE 1 930 Wo 91. ELEV= 93. 06 CB_ ------------- ®R. L .89 0 DATUM: ASSUMED //,I AAO 1C^r-r,6W -- - ------------ s _L;AWC IE' BOLLARDS ------------- I '♦ - - A'v4P5 (TYP.) 920 ----------------------- PROPERTY ------------- 91,7 LINE 7' a 7�7 CONCRETE ASPAT0W__.40 RETAINING DRIVEMY WALL 91. "'o ASPHALT -------- 16 CONCRETE CURB DRIVEWA Eoo Iv mzr�r ------ ---- --- - rf 1�71 llvloe 0/ —9 A .5 Ce OR. EL- 06 CBT SIGNli ------- MR. EL. 00, LL OR. EL. SHRUB A IZM4AI T J4"p _N SIGN 4r. W06D POST AND Rkt- FENCE 108.5 ClotN\ It LINE PROPERV 00 'Col r OxAo " 1\ \ '� *A SIGN MONUMENT tr rt- \\ W's" --)Euow A X94.1 101.8 101.5 94 — -j - - - - - - - - L16. x 109.9 09.1 101.0 N, 1018 �L T 101.7 METER CONCRETE 11AT)TIC __ I 7ER Mrs___ ION SWN POST - PIT it PO4E- SIGN 101.9 1 105— TOP 02.4 AIL -- a9 I -7 P IJQ710Z2 1A, A to rt tI— J :,SURVEYOR DATE