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HomeMy WebLinkAboutPlans 1989NOTES: 1. The purpose of this map is to describe the limits of Parcel "B" which is to be conveyed to the Village of Rye Brook. 2. Buildings and perimeter features on this property have not been shown. M�— M SOH RID S,TR 7 �✓ /, EXp SSiVAY P 4, �5�� j N 6� Ir& 5 rVrE yP� A VENUE `-SU2JECT PARCEL N 0 Cb CO AREA = 5.4565 ACRES (TOTAL) REFER TO MAPS No. 2650 AND 12511 W C.L.R. LAND LIES 1N "C1 -P" AND "R2 -F" 01STR/CTS ROCCO V D'ANDREA., INC. SURVEYOR RIVERSIDE, CONNEMCUr OCTOBER 17, 198.1 4 map, hereby cert,if_y -to the best of my knowledge, information ail,d belief, that this survey, map � was completed on September 16, 19139. William O. Ciel, N.Y. L.S. No. 019731 This survey map was based on other ma1�s and deeds on file in the Westchester County Clerk's office. Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of Section 7209, Subdivision 2, of the New York State Education Law. Only copies from the original of this survey marked with an original of the land surveyor's embossed seal shall be considered to be true, valid copies. =tKI a M3 * �6L_-- I R�- U UT P GsWAY SOUTH Ex e1A4 EL= 6;5, 90 S AI II. EL- 5a5. 92 (Fow L/wE' , y(G��AVENUE PARCEL. -5 5MN _CMN eIA17 EL = Ct5 Zl0 !F/M EL = X5.59 W Cs INV EL= X 8..99 (G a/N-E•+ 97) INv. Ec =(00. SG (t "1,v- EQ�T) •. �i� /Nv• C- t- 7Q' (FLow LINE) AW EL=G0,4, (A1,,Rru� 0�5 R/Gi 5DM// Rias EL •=.5'9. a?3 /niv: EL • = STv. 03 t/8 :C'G o) OarLIJ IV�A GB 1,vv- E1: = SCo. 43 (18, ec,-)1A / INV. 4 . > rp.. 22 /.vv EL = 5(0. Q / (18 -A'GP) /N INV.,94. = 5G.G9 Q II G8. IItiR. EL =59.05 /vi/.Ec . = 5to.99 (Imf f'G,�� /N r�SMf/- B.M. II 7 CUT SET IN CONCRETE /8"SGP lI ___- 5MH elm EL= 5G•5G EL. = 59.32 � �,._..� /N V. EL= 5/, 2648„/$/ -EAST) I I I )?I Al Et- = Co0.57 lwv- Ft-- 51, 04(10'DUr_Wcgr 99• /5';pcP In/v- c = 47.42 (FLow L,A/e) ,aAK . ----------- - - � f- /Nv. E1 -=51,&e (IAI- E.4!yrj ✓t5MH .�.� '.� � E �• O� 0 \ GURB VENUE / %/ /c \ .,RGP Rt?,4 _-_�� A ( ':. .. \ N rap.Et.=f .7� Manc n GB. 0, /NJFL • `"� - INV.E/N a=a54. 1G !2/=.",PCF) /,vv Ec• = 54.Oro (/8' RLP) /N -� r 09 1 I 1w V. Ec•=57. 35(12"RCP)/N C0 _-- -' i /NV. 674.- -.72-09 (ed "RC'-)J,v kD 1 /,vv. Et = 52. 70 (24 ",PGP) OUr EL M.H. Tw/N Maas G f3. 6 / f ..� .GRFj. EL.o .9 c o /A/U. -f4.= 55.7 Irl/ -1 to RZA4 EL. < 3'8.27 /---- 59 J 49 •--D/�,oiv . \ nou �"- NCEr �-- itiv. Ec•=55:1z CUr sEr oN CB. ����EL. = 59.52 W74 -R a 5/8 X55 MH FLAW.L85%ONE EL.= 4..67 - --- -t ,--_-t_-�_ -- Po5r iI♦ lT/OOD TiE ` I 6(p - I � FAGSrovE 'I /zg�,.6 I 58 )"4 ANTER L- J (J��' CURB LT A1 I x ,� - _ _ GNo,N C,x/r FENL E 7ti I BASEM-Nr Po« Gf/A,N L /AJK FENCE W-17 " ' Govc Er FrzST Fc I/ - - -11 Go3 --,.'OA'--- LVALK I FL. = 5B.97 i ✓E3 Tiaav \ \ 2.3 /e R 1 i � T /�iSTR � IG - D5M N b) NIZ\ 5 �GOVEREOI ' S 5S I I L_ I / X INV. ,E"L=4O,✓r'Q EAraTj - , - Q5P/{f LT CU,C'F3 T_43.9 T G4.9 � 8 l � s=44s 8.2 \ \ \ � /� //v v. E[.=3G• G 2 (NoR rN) A4H , 8� N/TARYJG'EWB 1'.7.5 /2 PGP' 6°� I/VV• EL=36.28 NEST% ,_._ ____ .._ .... � \ �,,. -� ! /P,/i, E4 . = 43.28 Top of OAA/K �h'iAa Ec.= 414t.2�1 \ s>49- 0.�.. �.._ ��\ / / O Grr: &c.=43.99 �CKORY - c? cj/CKOk'Y mv �. aaNc 1.0 \ \ \ ` - i® n` AN V. Et. = 39. 87 ! JrAN/TARP ' ' / ASPNAGT p Q3 ��wErr ` ErE 0, /o„ GONGS' Irall ♦ /! G,GUT META _ -.. _ I ,f Gy N L/N FENG `st6gC r JV 7 ' D 9 � - '•9` (/ "'PV�� Cx Nk Mal BERRY FE.vcE / Gf3 i,7g. EL-= 4/.2� Jc ra/i/IN 3 /Pi,v7 EL = d Z_ 78 /Nv_ Et . = 30.51 /NV. EL. = 3i. 8B /n/a . EL. _ 35.77 (1w) IN v. EL - = _5 ?,d (0//r) 8,19 l?rM g"E ND„ CUT SET ON CONC IN V. ,EL-3�• t9( ssr) RETE G � 50A49 G8 _ (FLOW / /w F) Cr 6YALL ,p - 4/.90 eiM EL.=41.1 - lie. Ei.= d2.48 my EL-Z✓� 4� EL. = 45 85 - • i..., r., _o2� /,..1 i:,.. r-. _'hF &to /m /., le/v G,-= �4 �R (ll"RGi�) At FIRE LANE MARKINGS: s DesignateU Emergency Route - curb side ., _ �`�»; _ "TrT. affic Traffic and tope shall be p �:J Yellow" on side of street leading to IAf V'• EC_= Jr" 5, ,T0 [_ -�srf 7' U y p structure and Fire Lane. � r`" ,F 4 - Standard Standard "NO PARKING - FIRE LANE" signsA,�Oy / �' nIS i'x'c/e ?' P shall be placed every one hundred (100) „-- Al r17 c 7` 1/C ' feet. Signs shall be no lower than six d ����' i10N �� �T�u� 1 O Al (6) feet and no higher than eight (8) A r' feet from street grade to bottom edge d�`4' �-$ Q of sign. PARE� . ,f. /lvsTAct 3/' G"/,p VC /74 V' _�4 W SNopl-i/IC, 66FIVTEe ATE/,-A'L� bJ, ! /�STA L -� O 6; rR VC _ TO BE COAW F6 7 -EV To RAFO X-0.; 0 i l � ® �J's�lvlTA SEwE SY97,FM WC, y� - -' TO (REFER 5 G= 3 ANC,=�. \ u c r f PL A n/ .� f r - vc�, fry f�cf- j //vv v.= 5&.CAg - r. ii -�TRvcrGT���ol/1/vS/T�R-o0a- `�\`\ i j f�(.. i� = '' f �" ''. ,5� �,. ` r,%'�'. , Ip /GPC �jC�N-,rkI/Ci \t _�_ lr / r �,' i .x /sr ;G' yrs (/QNC/ze T 7°1 `% cod/' ,rove % i ?.i itf Pdi P' �4 T t�NNTk"ll�T' Z:Uv� SFT W CC41VCRF��: �,f 0 ETA .�. 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O •-�^ //ii"r`.Z- t f • t 1 ! � to f � cy � _..,.... y?� »..-,..._.-..- �M �"1���� `"`�.�, ., `4 = ,, r��. W��,:'"' "r/ �(%�T�"� ---_._ �' - `"`-,� �,,. ,� •�.,, \ `/ Dlil,�?lt: toed 1� 1 71 f ° hi/ ! All p ..d 4 1+L r t j ) t� ihr'Fs. • yr r „M•;- ! '.,". t�_ Q <. gg, `�3' F r • � / `% v�'U° �`f.�c''4F .Y"� -� +.. 4' w_ i't«�.tF1 ?" ''' f,,� ._...or ! r } � , 9��'R r�/-�" i �iJfn � � € -..,,, � ,. r , a. •- Cv, `.� -� ''"��^° �r'�" �„,, ::''' .�::�.-.-.- 9Jr O � �"'� •�----- " � ' ` r 61 L WE t ��,�,/Aid TA L- T_ ���� + � .K _...___._.._..___.=•�...,-.. .�.. -: .. �Y•--' "" � " _.,_. --•--• •;,,.,:..,� _--•-�-' ;;; �• s"Y �•t-r .___.�..� -_-_ x_ _ -_.....'_._...-___.. .e. �...s� F 4NgT'1G'1 i- lob!Jpvc __ WA t1- 7srr✓ /EE €G j Ar S.iC"P'P „'V u�iE y i r } i 5'5 !t /,? F'.� x. •,pis) / { _ construction Notes: 1. All construction shall; be i ? i } �y//� J� F J�•J'� , V ONS 7R&Cr inspected by the Village -- t - - -- - - ._....._...._. __ j i P,=%,iN1At , 12'I CP Engineer and the project 3,111 i ( ( /,v97A 4 engineer as the work. It E "` t� "� $ f{}r.c �:Pj /% .,�{ti %�/ y'�j J / L'dC/d�f°Tis°° progresses. elm:, cf�,J i r ° Cr f'j V IIIDSAI4LL- CL. "- x? v . t f ' / f• 1.. } a. 5 "r rrlrt f €I � �f 2. All construction shall comply E I I` - F `j J _._._____._......-.__.____._._.__-'-'•_____'____._._._-. ____t,...,___. !. /s -1 t4' t' f•'%'�r'', ``, i,4i If`€`. = �`. FJ.:s' i"t- a�' •I�fl " ,'�p� u`'\$.N &A'NP/I'i 4s� with the Village of Rye Brook _ ? rDs. =1. 3.5rw�f j; i EC J� c )•- standards and specifications. r rfl✓t' 3. Certification to - the 1 . The contractor shall, not ! A%JTAL} SCALE ' satisfaction of the Village 9. Appropriate measures shall ,:be 14. The installation, of water 9 n r. adw . avin 27. Drain inlet frame and grate 30. Existing inverts on storm �9 II Engineer, including submission taken to control any mains, including the .location commence: any o ay" p g - 8 P�C shall be equal to pattern No. drains and sanitary sewers 221 of an as -built plan, is sedimentation and erosion of the fire hydrants.,s'hall be until the grading and shaping co 30 O 30 required by a registered which may occur during in accordance with of the compacted gravel base 1401A as manufactured by the shall be field verified where-GoN�TRCT professional engineer that construction. Refer to the requirements of the .Village of has been app, owed by the Campbell Foundary Co, appropriate, before commencing \ FEET t tion C01V9TTC'&07'` !•'' construction is substantially Sedimentation and Erosion Rye Brook ane �-,trie• Fire ed Village Engineer and project Harrison, NJ. cons rue 34. Gravity sanitary sewer shall L14410 fes, {n accordance with these Control Plans-.. Marshal. :`:: Engineer. 28. Ther contractor` shall provide 31. Storm drain manholes shall be be Ductile Iron Pipe class 51 (D.I.P.) and shall conform -toR j plans. drains be labor P recast concrete units as M J 10. There shall be no dumping of 15. Excess material :excavated 20. All roof shall to the roposed all equipment, tools, 1 t manufactured by Leonard ANSI A21.51 and AWWA 0151.IAA 4. X11 new utilities including CATV, electric, telephone and construction debris and/or excess excavated materials during construction shall be disposed of legally off-site conned P _ storm drainage system where and materia s necessary o satisfactorily clean and Concrete Pipe Co.,Inc. or 36. Connections between manholes, "Thickness Design of Ductile Iron pipe".�9 L t3PE !h ROCCO_/QOCCO V, � /i�9��/Q�IQy INC. be installed into, or in proximity to, any or stockpiled temporarily in appropriate. remove all visible approved equal. 6".and fl" diameter sanitary ` " Ras shall underground in accordance with designated wetland areas. designated areas. - obstructions,'. dirt, sand, sewer pipes shall be made with flexible rubber boot -type 40. It is understood that as a LAND L PLANNERS the respective utility21. All drainage and, sewer sludge, roots, .gravel, stones, 32. Rocco V. D'Andrea, Inc. and result of previous extensive r ® ENG//VEERS company's specifications. Y P 11. The proposed building addition conduits shall have 2.' minimum etc., from the designated the Village Engineer shall be connections sealed sd watertight filling, on-site construction � ' •• � - - _ shall be designed by the 16. All traffic control devices cover or be encased in sewers and manholes, notified three days prior to with a stainless steel clamp, for parking areas, drainage O ®.SURVEYORS 5. Pavement shall be 2 course architect to conform with including traffic signs and concrete. the commencement of each.phase Connections to manholes for and sanitary sewer facilities P.O. BOX 292 6 NEIL LANE bituminous concrete placed in current applicable zoning pavement markings shall be 29. Precast concrete cone sections of construction. reinforced concrete storm and may require extraordinary R/VERS/DE, CONNECTIcur TEL. 637-/779 accordance with the State of setback criteria and installed in conformance with 22. All reinforced concrete pipe shall be eccentric. Flat slab sanitary sewer pipe shall be construction techniques or New York Highway regulations, and a building the Manual on Uniform Traffic for Street shall be Class IV (wall tops shall have eccentric 33. Where soft foundation is made with concrete- brick -shrink implementation of a design y� f � � PL, Z,4 specifications; machine laid permit shall be obtained prior Control Devices and thickness Type "B") . openings. Eccentric cone encountered during mansonry and non grout. approved by a licenced THIS SITE PLAN SHALL BE SUBJECT TO ALL `\ " 2 1/?." of base, 1 1/2" of top. to commencing construction. Highways, U.S. Department of Transportation, Federal sections shall be used when construction of storm or The contractor shall make sure that all. connections of new engineer developed on the REQUIREMENTS' AND CONDITIONS OF THE PROJECT , �� �• � �� �'�d � %rl�i %V 101, 23. All catch basins shall have 2 the vertical distance between sanitary sewers, the basis of on-site 6. Shoulders and disturbed areas Highway Administration, 1978, foot (minimum) sumps. the manhole frame and top of cont-ractor shall remove the sanitary sewers to manholes investigations. FINAL SITE PLAN APPROVAL RESOLUTION shall receive four inches of 12. Town water is available to as amended to date. the highest pipe is sax (6} unsuitable material and are watertight. DATED APRIL 25; 1989 topsoil; fine graded and this project from a water main 24. Rocco V. D'Andrea, Inc.", with feet or greater, otherwise replace it with other material - � 41. Installation of fire hydrants f seeded. located in Roanoke Avenue. 17. No Parking" signs shall be to the approval of the Village flat slab tops shall be used. approved by the Engineer. 37. If building laterals are to be will require extension of the PREPARE© 13. All water mains shall be posted where appropriate and maintain Engineer, may direct a change Aluminum manhole steps ;.a:ed into manholes, the "'' water main from Roanake Avenue 2 f2- � 9 �Ai+J/TARY �EFitfL n �k'E!/I.r.,�14R✓ ME� A � HOL provide p in the location of the (drop front type) shall be 34. Exterior surfaces of all in accordance with FOR 7. All existing trees shall be installed with a minimum of acceptable driveway widths. drainage structures to meet provided in all manholes at sanitary manholes shall be contractor shall' match the specification of the protected during construction, four feet of cover and above field conditions. 12 -inch intervals. Each step coated with two (2) coats- of crowns of the collector and 1 lateral. Laterals Connecticut -American. Wai.er � e? E f 4' %�%���a! �e�N/ �A'�� _ except those specifically "To in sanitary sewer lines when in close to the 18. Signs indicating prohibition in fire lanes shall be capable of supporting coal -tar sealer manufactured the shall not be allowed to spill into "Company. designated Be Removed", proximity sanitary sewer. When a water against parking be in accordance with 25. All catch basin to manhole a minimum load of 1,000 by Kopper, Mobil, PP:,, or manhol,>s . 0 QQ J/IA//V�C."RAO/A/ 9-2e-S•g �®� �� accordance with generally g y accepted standards. main crosses a sanitary sewer, shall the provisions of the connections shall be sloped at pounds. Wall joints shall be ..0 -ring" type approved equal. 42.. Two (2) inches' wide warning ✓`TaRM LOCATION- �y j,� �p�' jl/�" j/(/ Yp �( at least one full length of Village laws after 2� minimum or as otherwise rubber gasket 38. Sanitary sewer manholes shall tape shall be placed no less C � i 8. Regrading, filling and other pipe shall be centered over applicable consultation with the Village noted. with interior and exterior sealed with 35. Sanitary sewer manholes shall be precast concrete with 6' below or 12" above any REV. DATE D E S C R I P T / O N , such alterations to the site the sewer so,that both joints Engineer and the Fire face of joints j waterproof non -shrink grout. be watertight; all leaks shall rubber gaskets, as utility conduit. - _ r shall be restricted to the shall be as far from the sewer Marshall. 26. Catch basin frames and grates be -permanently plugged, manufactured b Leonard Y minimum level necessary to as possible. All water lines shall be equal to Pattern Na. 2501 as manufactured by the Concrete Pipe Co., Inc. or �° tJ e a 1tJ " _ a9 r / 7 � �J r� v �f T�.7-� �'i� �%G�� . complete the project as shown shall be installed at least 10 approved equal. a:a�t�v�`� �,_,_--•�< t�'�s on the plan. feet horizontally from any Campbell Foundry Co. , P DATEc sanitary sewer wherever Harrison, NJ. ENGINEER, FE NO. 066235. possible. EXI2�,TIAI& r7RD1,lAlt2 lh o lv 6; OF 57 -OA -,,V; ALOAI OF L- ®0 TO fF M J� . - /A/ T L L _— 1 n `,� lr — ...._ .._.....—._.... — _.__..._,•._ _.. _ _ _ �� � t !ir° Arm _ I w1v 2 �un�tp a0 (M//V,) �L= D — � _ iNSTAL t CDIi/a Tf<'�/O'T Lf / IFJN1 EL, �— , L ®° 9!C Cv 2ON a TIS liC Q Pi OA19 TRVC I AI V. (C� P / , /N -1T LL E� ���L . O COIF EL=. 7 lnJ Jig. 7 (!AI- , CTJ\ . EL= 7.0 �- /c� fAJ V -Y 1 1Ii L `.. IAJV. ELT. ` 0 A) V � : a8.,�1( 00T->�`„�'�/„} "l�C '' i � /N t! — / Al �� L �\ ; T J00 9 140' 10� 280 O 20 40 _300 ” �\ 5; mss. EAIE,> ' ' 1!0 1NV EL= 4 .50�l5"IC'Op ' , ,. _ - IAIV, EL -45. Z5 �Ga L: . E - 60 0 __ � 1 30 -.ate- �aAilTra Euv /0P0 _ /n�5�� 6\0VA171 TRVAII< SEW I I N Cr 0,co � /v o dl L f1 I+f C O pN'lZIJL I TOR,/I CEUlfE WXLL ---- Ex I � T l � � %� o��AIV _-- � _ ,� OF TO�">° G' tit/ L= ✓r' 0 D -- . c I I T _ _ 3G-12 RO, EL=46D a /NV: ELF -T- 7 °!o , �'S 2 d1.J GON.�TJ�'I/CT INE!. � L G17 EL p (J►/11N I ( /AIV. LL li L� O r �.d /nI, 1 7 is /' 0 e I E = J.7 ' ' �u /2 — t/ x � x pR� �* .,r �. I' _ /�� IN E L 4,6Al-'r, T L. C �N . �'� EL 4,C' .• ° �f � �8 1 IAC!' 611 ! �W ,100 w� ,� � 0 20 tri 4Q 0 VTI. < �C AJ C. 4' T •�+ .. +. I VEEP 0'Rop tiv gA AlITl'l Ay 1� / AJ lI' i � we _ 1NV. EL- 75 02 XI5T1ItI� R0ttN 50. 0 ' � 90O I20 LGA O ' J ,P: } L=t7 _ t IAI TLS t?J�J . rr< CT � f . a � AI` s J.: J . ' L-• -770/ . E4a. 70 !INC.ROCCOR V. � � _ (,%���. L--�.� '; OCCO V DlANDREA,, / Al V, /h1�lll. L- �'lI a 2A Al r4 V ®LAND PLANNERS ' P CJ ®ENGINEERS , l V • _ ' ® SURVEYORS \ L=. NEIL .LANE -- R/VERS/DE, CONNECT/CUT M. 637-!779 � P.O. BOX 292 6 PROJECT 5. X/�a7JtJ. „ PRS PARED E/C I�O �. Y FOR - > JO -f7-89 y,�u rst R y ' S�•Lrt��. , 56,4 Z- 0 9-28-89 c✓roRJv� 13R��u ,e�� tip. ,�-/o>zlz0 r L LOcarionJ 'D REV. -DATE DESCRIPTION /0 o SCALE , r -o J�1 ORW ! AI 0 f`EET ENGI NEE P. `E. NO. 06 • �. 6235 DA TE A a a -- - ti. Q",�ia/V/TARy,�JElNE�P 9.4A// TAR Y gelver f' ✓�- 5MN G jmIr OF GONSTRUcT•/on AA10 POVEA//EA/ r 574W - �UTT/Nt . /lV 5 TAGG _//V,yTALL / �'LEla/t/-OUT EX /5 7-1 A/ a G P EL= 7G, 2 7 INV. EL:71. f6(E) /NV. EL= GB• /7(W) L Ce f Gk. /N V. El- _ a2.38 (W.) /N v. EL_ X5.58 (9- E) RilYm$" NeT`� i+H�Ha,'flxi19+++'2N"o-dHB§Sb1T"ai'19::eYa.. . ...... PLY6 E.Y197-/NG 4" L.ATERM, . L Et Eti� ---- EX/5T/A.1G CONTOURS 1 000 EX / -4 T/NG SPOT ELC--V OT/OA/,5 55M N ' Rini Ec = 8✓�'. 29 INV. Ec.= 78.7f (E) INV. Ez-= 79.95 (5 E) /NV. EL= 78.57 (W GIF EL = 8✓ 24 /Nv. EL. 8/.04 M.N. I?/A4 E= 89.50 ✓5MN R/M Ec = 83.48 /NV. EL= 7 f 75 (Al) Al V. EL = 74.42 (E) (Top ) INV. EL= 7/. 3f(E)(P(/7-TOAl /,v V. E�=7f.9f(W) 1 7f /V R7 -P) s7A5 rj goilrH>- TO BE Pul&aEV . 8” PLIC. OUT) --Tl EL = 70, 0 _ __ - E&= 70, O 12"7 -/LE STORM OfAl 19 LO N c OF 554 Al 1 r4 R Y EX/5T/Nlr aROUNU I - ALONG- OF �AA,17-AOly ,Q'_- �N5 �EX /�5;T//VG C7'RO0/Ve /Nr✓' TAGS _- 5;E441E'f? ALO A1O 4� OF �Aivl rel EL=- J 0 EL = G0.0 SEWER. 'e"iC'GA� N y TA L L 02 EX/r'i//VC R/M El- = 70.5 RIM. EL= 77.24 /AIV. �L.= G7.30 (8„/N- JN57AL INV. EL= fit. �O /AIV. EI— Z 30 (8" IA/- /2"D./!� f eIA/I• Ci-=-59-Ot /NV. EL=� i /al V EL = 07. /2 ( & DuT - f ON5 TRUr, T /Nv EL= 07 90 (A/EW 5�✓M110 2/m..EE,-- 60..�- X08 EL= 50 0 IA/ V. EL = ✓ 3. 04 (Ny .4 LL EL= 50.0 §f 12 --- - - 7f /V R7 -P) s7A5 rj goilrH>- TO BE Pul&aEV . 8” PLIC. OUT) v -ry 140 �fv 3740 C4 ry ✓t /c --Tl 19 LO N c OF 554 Al 1 r4 R Y �EX /�5;T//VG C7'RO0/Ve /Nr✓' TAGS ALO A1O 4� OF �Aivl rel EL=- J 0 SEWER. 'e"iC'GA� N y TA L L 02 \- Gon/9 TR uc 961 a PV '70 _ CoAlgrearT �yMN IN f eIA/I• Ci-=-59-Ot /NV. EL=� X08 (Ny .4 LL El- =10.0 - A T L L i C 60A49 TRI/c, r CO N,5 T R UG T 5y M 55 /rel ft ZO p/v'l EL = JFd. 7'` /� l Ali EL,= .57.2 f 60 N5 Tk'UCT /A/v. /N V. EL.= 40..90 � EX /9 T/NC /f/ A,? ✓r-5'N7�1 ® RI A// E L - Q4.24 /A/V EL- 1O. 68 V. EL = 3 7. /4 EL- 30. D .j v -ry 140 �fv 3740 C4 ry ✓t /c CA9T/N6 ANO G'0 ✓E,r 5/UCL BE eoa44 TO PA rTE.PN NI. I0/2 - E,Of PIPE i /Y/ANUFACrflRED BY CAMPBEGt_ FOUVOCyCOM/9Ny OT A//f0✓EO ,:; EQUAL 3" t x b �_� A'O✓U5T /F /�EQd/RED, TO 1 I K GRADE W/Tf/ MIN. OF 2000R5E✓�, 1 t I L /19AX. %COURSES OF GONGRB rE i x� BR/GK 0/Z PREGA&T /C'/NG9. i i_Z_zl MIX CLASS '•A CONCRETE a0 67/8 ` _ b n I _ t ��.� 3 PEA FT BATTER DIA, OF PIPE _ ON ALL WALLS HEADWALL SYIt E-.RICAL ABOUT (LOF PIPE 30. To 45* ----- ____ CONCRETE APRON "' ' PREGA-=+T tlN/TS AS MANU/ACTUREo O !- ' ' BY LEONAA'O CONC.fErE FP/PE CQ/ ING• OT ArP,CO ✓EO EOUA L PLAN ZAP/TCN - , / MANHOyL�E INR YCr5 SHALL BE FD,rn+aP Eo ' 0 \ W/rN A/A'/CA' AND MORYA.Y ORr FOA'MEO L Cove rET6 Ni/X ' I i'•IB• •-+-{ t+ 3 'c 1 . ' 4"�M/NJ GRU5NE0 J�TONE FO/? EA [P T tl l %18ACKFILLLINE �GuIIAIaraA/E FOA'STORM DRAIN MANHOLE DETAIL�O N.T.S —DIA. OF PIPE ^ U� N FRONT ELEVATION SIDE ELEVATION TYPICAL CONCRETE ENDWALL DETAIL N.T.S. ARE �.7NOWN OUT fayVEMENT' OF SEGr/o N. • /NVERT ELEI/AT/ON CLEAN /'/It- Xs /LGAs MANUPAOTUREO BY I, _ "• M /- M GONGKETE PRoazlar5, _ — — --I r— .. J! UMP IND. OR APP/l DVEO EQUAL ! _ (MINI 4"(0114 C eV e# F,9 ,'Sro AtE TO E4 * 7hl I 4 /X Q / P.PEGAST i _ i2a 6,?11511E0 STONE . f2''( / �C u v STONE TO eoc I I I GAGLE.PY I °• /�2�0/ANIETER 6 A A- A ABLE FOR GATaw Bps/N T/fAP ASSEMBLY P/PE Jf"/ZE GAMrB b'LL FOUN,7Rt'Y PATTERN NUMB /0" 2598 /Z" 2579 J5" 257a 12'18` . (�' 7j'-V"mill, 29 TAG C I 5' 2' Oi'�?�•U" B 21' 15' 9'1.5' 1.5' 1- 7' 1.5' 4.5' 12 24 17' fG' •1:5 1.5'1 y- Lo,..�,-`12i"r 1.5" 5.5' 15 • T0' ..1J' J' J• 6' ZZ .J J6' 7j�9 %'•G" IiZ'/ �%t�� <f'1>✓b 42.• i- U, �'- V•. �.,� �.' b,�• I I'=tiY 1` "/A 2''i%s t%2%a 5'-L}'h' S=5 ` _ b n I _ t ��.� 3 PEA FT BATTER DIA, OF PIPE _ ON ALL WALLS HEADWALL SYIt E-.RICAL ABOUT (LOF PIPE 30. To 45* ----- ____ CONCRETE APRON "' ' PREGA-=+T tlN/TS AS MANU/ACTUREo O !- ' ' BY LEONAA'O CONC.fErE FP/PE CQ/ ING• OT ArP,CO ✓EO EOUA L PLAN ZAP/TCN - , / MANHOyL�E INR YCr5 SHALL BE FD,rn+aP Eo ' 0 \ W/rN A/A'/CA' AND MORYA.Y ORr FOA'MEO L Cove rET6 Ni/X ' I i'•IB• •-+-{ t+ 3 'c 1 . ' 4"�M/NJ GRU5NE0 J�TONE FO/? EA [P T tl l %18ACKFILLLINE �GuIIAIaraA/E FOA'STORM DRAIN MANHOLE DETAIL�O N.T.S —DIA. OF PIPE ^ U� N FRONT ELEVATION SIDE ELEVATION TYPICAL CONCRETE ENDWALL DETAIL N.T.S. ARE �.7NOWN OUT fayVEMENT' OF SEGr/o N. • /NVERT ELEI/AT/ON CLEAN /'/It- Xs /LGAs MANUPAOTUREO BY I, _ "• M /- M GONGKETE PRoazlar5, _ — — --I r— .. J! UMP IND. OR APP/l DVEO EQUAL ! _ (MINI 4"(0114 C eV e# F,9 ,'Sro AtE TO E4 * 7hl I 4 /X Q / P.PEGAST i _ i2a 6,?11511E0 STONE . f2''( / �C u v STONE TO eoc I I I GAGLE.PY I °• /�2�0/ANIETER 6 A A- A ABLE FOR GATaw Bps/N T/fAP ASSEMBLY P/PE Jf"/ZE GAMrB b'LL FOUN,7Rt'Y PATTERN NUMB /0" 2598 /Z" 2579 J5" 257a /9" 25, 00 2/" 29 TAG C I 5' 2' CD o c .11 r I _ GATGH BAS/N iTRATc` 9NALL_ g ,aE EQUAL TO PArrerN Mo. FIrAME SNAGL BE 46a4mt TO PAT7E,eN NO• Q PVPi (O!! GIPU.:NEO ✓()'TONE SECTION A -A STORM DRAIN-' DRYWELL GALLERY NOT TO SCALE jj C'AREFUL<Y COMPACTED L- <IPPROVED BAC.YC/LL OR Zs -,5;5, L = J8 " FOR FOR pl,"E. OVEK✓ 2Zl'/ O,At/fErER l I V,4 ( I /4 DIAMETER ACCURATELY sHAPElJ—! TYPICAL ME-THOD OF LAYING PIPE .4Np TNORrO Uc9XGY COMIAGT'EO To Fir N.T.S. MAVUFAOTUREA OY 77/E 00✓UST TO 1?EO11/R6W CAMPBEL/ FOUNDRY Go Mo/rrA/r GRADE WirN MIA/'OP TWO 649t/R6E5 6Y 6RKlK. PREGAgT GONGRETE ° I "' �• ,SEDT/ON A5 . ' r... ' NJANUFA(,TUREO Q!Y • 'jP LEpNARD CONCRETE P/PE 'i'• `y+ BELL TRA P/PEI GOr ING• DR JP/2E + -.JNA4G tgE �jPPR'O V--,gEpuat- - VARIES ... I i' 14BLE'R/ 7- ,F -I ED 1'-6" Trench Excavation t. EO/rdL. or as Ordered Width (Varies) or as Ordered I, V/1R/ABLE ^': ------ Line Cut LJUMP. j • ` I � � •JUMP �..,•. . •.IP Existing Pavement Existing Pavement SECTION "B-B"Line Cut Undisturbed Undisturbed SINGLE CATCH BASIN DETAIL ExistingTack oSurfaces Subbase �Zj Subbase I I12" Wearing Course (Typical) 2 112" Binder N . T. S . A� "PltOGE95EO 46Glr-G47E 645e. DETAIL FOR TRENCH REPAIR N.T.S. - o bar Round to I'° rodius 9'-10" tong, I" lip at romp (mox.) -6" or as directed Romp N i Pavement • � Class °'C" concrete 9 Space joints every ten Peet (10) CONCRETE CURS "DETAIL N.T. S. L_ t 'WA 1F RIPRM R rAaRtC SFCRON A -A ENERGY D/SS/PA TOR PwE A 6 ( C 0 E F- G H $:e s 12•&15 10' 7' 1 1.5' 1' 1 1' 1 4.5• 1.5' J' 6 18' 12' 8' 2' 1' 1 C I 5' 2' 4' B 21' 15' 9'1.5' 1.5' 1- 7' 1.5' 4.5' 12 24 17' fG' •1:5 1.5'1 1' 8" 1.5" 5.5' 15 • T0' ..1J' J' J• 6' ZZ .J J6' 14' 16' J.5' 2" 1' 9.5' J.5' 7' 1 JJ 12 EARTH PROPOSE() BITUMINOUS• PAVEMENT BITUMINOUS _�;ONCRETE_LIP CUROING MACHIN[ FORMED N T. S, AL l NON-✓r''yR/NK MORTAR Ex/sT'iN� S.S. -30T/ t: t, ' r; L�-_-- DEEP DROP SANITARY F2 xlee c- GVArERrr�Hr GONNE'OT/ON INVERT To BE Ao✓!/STE 9 /—As BU/LO/NG �E5I!sn/ 45° WYE 6lPA,vcN �! cTFJ TE S b ' (MING /NCO"/NG ✓EWER ,. (p "PVC 6"MSN UN0/5T6lle'BEO EARTH o ' 450E4aow ° 2 .#Q e.4R Wi+a — 3 "DOVER (NI/NJ o (o "M/N. o ' • CONGR?ETE ' ENCASEMENT • GLA55 'A " (jONG.rETE To (/NDEA'STAA/O 90 ° EL50W 4. • GRU8NE0 ✓''TONE FORM BENGN AND MA7GN OROW/Vur SEWER MANHOLE DETAIL N.T.S. NPTOS'TS SHOULD NOT BE SPACED , MORE r, 4N /0' APART PROPER PROPER POST S/L T FENCE 8/L T FENCE POST BACKF/LL BACKFILL �L .IAr/ve sac ` f - !u>TVE sat . INSTALLATION DETAIL SEDIMENT CONTROL FABRIC TREE .PROTECTION N. r. S.. . I 4' SNOW FENCE W/TH POSTS 4' 0. C. AT OR/P LINE OR OUTERMOST BRANCHES MIN. 213 DIST. /2• A TO DRIP LINE _(--1 4'-6' TOPSOIL EX/ST/NG l 2` �� POROUS BACKF/LL GROUND TO DRIP LINE /2M/N. AwN4A A v �— — /2' M/N. 2' MIN. /2 _ .'Z' ®WEEP B' O.C, / GRADE ED , / PROPOSED GRADE B' MIN. TREE WALL/WELL . DETAIL. N. T.S. Embankment slope ,es 1e -bull together 2-2" z 2" x 3' slakes each bale GA9TlNtF ANO C°vER' ✓°'".iC4 dG - - EQUAL ro PArrarN N.. /007.0 I _ MAN!/FACrtI•PED BY FOL/NOAy COM/'ANy OK- X/-,-XovEO Existing ground, EQUAL / Flow o " o ° /QO✓U5T %F i�EQd/RED TO CjRAOE W/TN M/N. OF 2COUR5E✓�, ' / IW,4x. 7 COt/RSES OF GONGITETE a v, t�/P/GK Oz f'REGAS'T �/NG3• 2" x Z" x 3' slakes each bale PLAN (, f'` G/Poar Max.) AN • b GOAT ExrE/r/09 J5lJRFAGE9 HAY BALE SEDIMENT BARRIER DETAIL .�W/rH /LIEAV� c9iroM/NOus � �- �iNo•,y AND /I!/oRTAR /�EQU/REO FOX ALG MANHOLE yEGT/ONS. IRVSTALL FENCE W/TH CHEVRON CONFIGURATION 1 IAS REOU/REDI .. - P•CEGA9T UN/r3 AS Mw•✓Ur•ACruREo A: FLOW - _12.X4 wooden stakes driven BY LEONAPD CONCf6rE P/PE CO! /N6• 4 - A 1� min. of 12 inches into g• BOTTOM OF 4 fir Dr A/'P O✓ED EQUAL B'� _ PRA /NAGEWAY the .ground •:: � �--""`�•� Filter fabric - - r" Wooden lateral ( T T� L� tucked �: ��� • E cross braces MAN!/OLE /NVCKYS SHALL BE FD,t'M6D .��-�� )) c— ~ • I 6-12 in.-•^� <' as needed.' �'.s;'-_ ��-' Y �• �^ i1 Il 1 1rA, deJC& allo MoTYA r or FoA.-!Eo ELEVAt70N � � grade /into / Flo+r W/ry /-3-5 eovc,rerz; Mix HIGH / SHO Flow �L oW G\'+ r THAN PO/NT 6' p IY• PLAN V/EW Catch Basin . 1 x?- 111 I L s -o"GV1/N) "<MiN� GRusNEo✓`roNe Foe E/qRTw CHEVRON CONFIGURATION Silt Fence i'nsta'llation at Catch_Basins �AX,ES faLc4H oZ�s. oR (/A,r/Es ° O 57-OIVE FOR �'o c a� � SILT FENCE N. T.S. SANITARY SEINER MANHOLE DETAIL CATCH BASIN N.T.S. SEDIMENT PROTECTION n DEEP HOUSE -LATERAL ., y -BRANCH CONNECTION NOTE•DEEP -OVSE-LATERAL CONNECTIONS SHALL BE SROVOHT IN T.9 rEET BELOW ROAD SURF ACE OR AS ORDERED ST:, HE EN OINEER. DETAIL, OF LATERAL CONNECTIONS SANITARY SEWER N.T.S. r AAJ12 MOM 717 f? - 1 ORIFICE DETAIL N T. S. N.T. S. 1 ,.r S/woe 1 SR°tea - S/owe Fi' _ %1' per !t I !_r" Pe- /t ( �r pa,•![ .. NOTE 1. Sidewalk slopes may be adjusted to •,cmenr/ U I � meet existing conditions. The f"claC ccncrttle slab absolute maximum and minimum 0 6- Compbned PICDEb9 ED GA66REC:ATF DdSE resultant slopes shall be 1" per 1111=11 = ✓`TONE L`7A8E Approved Co acted S ° ode foot and 1/6" per foot ,-ILL CT ;;:A 6 ,A (p"/M/N� CONCP.E l c_ SIDEWALK WITH PLANTING STRIP respectively, unless otherwise approved. �u p 67LA55-64'I �, - 2. In concrete sidewalks expansion GON47"re ,•�;; �"(M/NJ joints shall be spaced 30'-0" a.c. �.•arla late contraction joints shall be spaced PAf ER to" Focc cf Sufidrrto cv Stru-um 1 n n f�ARR/ER 6+ G+' GRWHED STONE 10'-0" a.c. and score lines 51 — 0 a.c., or as directed. iM/N.� �M/N) _l------- A �� -a�. __;rte.- .- -- V>" Pr�for-cd r.:.•�-ez:rvdir� aax•.:on . join: Tb b. sat lt:' bobw Auricra of CONCRETE CASING DETAIL �;�„�I / ����In bu111 / N. TS. \ . 5•' i:IC15 'C Cp,1`(Cte $ICb G'• Gor:.pacted PTOCE$s E0 466,t EGA 7E SdSE Appro­d Compaetcd Sa:Dgrcdo CONCRETE SIDEW.L.L K - CURB TO BUILDING / 301-0” I \ ROCCO V. ® �4 N®REA, INC. s' -o" 5'=0" 5'-0" 5'-0" ° LAND PLANNERS I ® ENGINEERS 1/4"PREMOLDED 1/4"PREMOLDED ® `SURVEYORS EXPANSION JOINT EXPANSION JOIN1 o /VERS/E,9CONNEcr1cvr 6 NE/L R BOX M. 6; •• i SCORE LINE. CONTRACTION CONTRACTION SCORE JOINT JOINT LINE PROtIECr SIDEWALK SHALL DE 'LAID TO A UNIFORM DEPTH OF FIVE (5) INCHES UPON A SIX (G) ' INCH GRAVEL OR STONE BASE. THE SURFACE EDGES SHALL BE RQUNDED.TO A `o RADIUS OF3/32 INCE H. PREPAR A 1/4" APPROVED BITUMINOUS JOINT SHALL DE PLACED TRANSVERSELY. EVERY GO FT. M,?.X. FOR E/?/�1 �d �0��> A MARKED JOINT SHALL BE MADE A7 5 FT. INTERVALS BETWEEN BITUMINOUS JOINTS. ANY CHANGES REQUIRED BY LOCAL CONDITIONS SHALL BE MADE ONLY BY `ORDER OF — THE .CITY ENGINE ER.- - ' 'D./2,eq9 PLAN OF A SECTION OF CONCRETE SIDEWALK ����� ���v N. T. S. O 9-28-s yr090 49A',�91AII&RAOIAv& LOCAr/O/V R®®�® -REV. D ESCRIPTION ENG/NEER P. E NO.' 06623'5 DATE a 0 v 0 0 a m • U US50A'' CON5'TeVe T _ ii0/V5T'R'UG' T INS C?.�: 2 TA L G Ci mFs �2C"PVC f //vv E1__ ✓4. �� 5 �-SUMJECT PARCEL �WSTLJGL _ 1A1.9 T /N5 TAZ L — ,3 / ' 4 " VC � . 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[ , _ .., _ \ 5 G � , .• - r � � ..�� /., "wit",_ -..._. ,- - .-r. is i -.n, _! �+ •�, "�,..__ - '` !: '• G. .� a � .. r. .. ,, .' e - Sri --.-.__: •,a'.. a .�,- t �' ': SV ,,. r .y'�."'a rr :-1.7. IL 019 COMrPOL __ ;.. /• ...__ _-- ,. Wiz., ,, a..._ _- �• �j' .. _ ..sa.. t . .✓, i d E f".. C. . `i, ....____........_.. is .... _n -..__..._ .--,...Y-.-, _"__%•_.---. ,._-, .i, w;, .. c ". �fi t� T62 C 41- « . _ ___,- _._ •32.8 WALL - N,yTALL VV sv Fr 3 ?rvc: � l/Vb T6l LL . . o:T� A ,, � - METAL f✓ OR/✓ TOZ!/CT COAI,STRUC T . /A/STALL PETW IAIIING /A/,57A41 /A197.4LL V�Le Y FC t , paPo kln F/�15�t�a�/STe�� JrE J A �__ .... NOTES: /,,V r E•' r : t� ,f%,.t 1/�/T EA10WALL 1. Temporary soil and erosion 7. The erosion controls shall be 11, The contractor shall notify -X; a!; rC t_6d Z "[1,4 control measures .inclusive of monitored to maintain them in the Village of Rye Brook _ ,• ` filter barriers, water breaks, effective order. If, during Engineer three days prior to COA15�79 U C T' ` check dams and anti -tracking '.construction, .additionalcommencing construction, to .* areas .shall remain in place as control measures are review the requirements of ` long as necessary to necessary, they shall be this plan. 17. Additional protection measures GON✓�TROJCI' permanently stabilize installed. shall be implemented. should�N,� rAI- 0/VS TRUCT v iVE/p�� /,Sam/PATO/P disturbed areas. site conditions warrant them. ' 8. Sediment or debris shall be 12. The contractor may provide S' C✓FLS VETL4/L> 2. Erosion and sediment control removed from drainage alternate means of sediment 18. An additional 10% of trap ° devices shall be installed in structures durin control along the construction FAMF' g rock, hayba_es, snowfencing, c� their proper sequence. No construction, as it route, but he may not fabric fencing and otherCOPE (M/l+/) - clearing or grading may be accumulates, and shall be eliminate placement of erosion control materials are e done in any area until the disposed of in -a manner which protection in the areas to be stockpiled on site for - ,. .; ROCCO V L ANDREA, INC. devices for that area,. as is consistent with this plan. indicated hereon. use as necessary. ® LAND PLANNERS shown on the plan, are in place and functional. ® ENGINEERS 13.. The contractor shall regrade 9. .Erosion controls shall remain 19. .Copies of the permit and the ® SUR vEYORS ' 3. Natural vegetation shall be in place until completion of topsoil andseed all disturbed Sediment and Erosion Control P.O. BOX 292 6 NEIL LANE ur maintained and protected to the site construction Plan are to be maintained at RIVERSIDE, CONNEOTIcur M. 637-/779 ureas immediately after the greatest extent possible, process. Periodic monitoring construction has the site and provided to the been , will be required particularly completed. Project foreman - and 4. All sediment and erosion before and after periods of sub -contractors prior ,off P to the �yE �/�G'� I°�L.AZ,4 control devices and provisions heavy rain. Upon completion a °' • start -of work. PROJECT shall b of site construction 1_. This plan applies to Erosion e maintained in devices // • • Controls only, and it is not �/Va T �' �- �- �/ � �% //�/� f�'� �f%�%/ %/d/1� operational condition by the within drainage swales should Y r 20..,,,Clearing and grubbing to be used for the g of /�� T contractor until final- remain in place until area ve etation 5lL T a s construction of other B and stripping of acce Lance of -the ro' are stabilized. soil is t A P project'.. structures shown hereon.. o be confined to phases as specified by the PREPARED p /� S.. No changes of this soil 10: Sediment fencing shall be supervising en ineer. - TARy ;_C 1E1R? ER�1 T%,4N� HOL 49 . g 2 >2 .Cv ,� O N I � C v�sE , FOR erosion.and sediment control installed where required prior - plan may be made without to commencing construction and15. All etch basins shall be set _ , approval of the engineer. shall remain in place for the to top of road base and raised duration of the project. to V E AI V E Fencing"shall be Pro final grade just prior to 6. Land disturbance is to be kept pex Silt �®��� .asphalt paving of the roadway. , � 9'2S �.9J'TORM C%RA/N/CTRQD/PVG to a minimum and Stop (TM) as manufactured -by LOCATION FyE 1?067K NE1K/ YORK reestablishment and/or Amoco or approved equal. 16. Bell traps shall be installed REV. E D E S C R /P T/ ON stabilization of disturbed immediately ediat y after pipe .SCALE areas is to be scheduled as connection - p / Ae s are made to the p� soon as practical. _. AIV ca - .�� Fr tch basins.. _ FEET ENGINEER, N -DATE Eta'/ '�� A-E. NO 06 6235