Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Health Department Stamped Site Details Plan 1998-5-28
li 'k �'A G<zr�r'1`rt�s.` 1, !'onlvctlrat Alnp icat� d aler 6 wpeart Old r ck Rooa` Rae 252,9Gr�a�°cv ch r5onr & Mwt 06, ?6 ,rel, 5200 617 7b&c Fr rrra A/0-,- 703e,0 ,? s0171t17,�Y GrJ}ry of r?,'e rzar✓ Ll art r t �'ei7c a : r go .5-ovm, r'eage Sire,ez lv e 6'r-aealr IV 7er`(974,,,). 39 o15.; 4 71w lstencs of unoer rovr r alar averlee, is a serrreFais ar c17craaCh.,77e17tS, ssri,ch are 170t visibr`� a'Ltrrrag ,�zorrna fe/La ,s°trr•��v 'rormtscstas L?6' iTIE l7tit ii3til�`i�'17iL7i'tGLio'�&` c2`E',��Fi'C1' /rr sttzrrr�tf,a rev rr ror` sham rsarr ko iJt1S Cjd6CtJtl' care 101 CVIN11& t SURVEY DATED: July 12# 1395 rfvr`sed and 4dall1lol7al 1171ormallo,,7 added .4/ 17, 1995 and Iulx 25, 11,995 evised arra` Add/ll"arwl 117fol-malle717 added Aoy 7, 1995 Addr"tr`olwl h' llal7ds° //7/0,-/770//0/7 ai'd`ed 90C 15,,19-95 ,A'eyr. ecl to exclude r`. e J.0 Acres parcel /'&h, 7, 1,99 100 /7 Wellurrd 5&lhaCk 21176 Odd&d /exp I 1 /lie ,are rses e117 /ay 1 cel 1 ,q 1 ?, 1--A-2 ` 7-9-2 /ra glock J Sheel s show17 ars lh& Adage of R, e Blvok i x Assesse er7l maps. elcrr?d NOI& `ellan &//7&,all ,, v l in t Assoc. r yr arr errlcrl C r 5 lire, 0,7 110 V, 7, 'f,99 ;Jill X &E I 1 11 A 7i Evjrm NEW I Li $Wow.. Z— A- 117SIrVI7761171 2J //7/76,-Ttrrrair7 b ouler 7411-171ng the porllor7 of h7 1he V111y rt /S erx/r ,y h7 Me-arrrraq 01S&ICI 0 1 C'e7rrr)O&s,1 0,61' e halldIng ZOnit7g ddlSIMC : ,Oue to the o.-qp&,-1 praxl` r`�yy /o the erirporl r`r` is also suhiecr` le, 4irparrl o verfay �'-1, - 3; res ,ca r* ';Wasl&r Sh e/ ,4 --J `p of Zh 'a wry of RX6 ZO lytrq koap, o4aled Sepf 7, 1954, lasl revr eol Nov ,"1, 1,99.E , ora Ai/e al 1he 0111age Of , ye - 9 a* 9u/10'iDep ,-1 errr` ZONING MAP S' STEN 01 \ITy DEPART EINT Cit HEALT � ' "�'"`!!ZONNIENTAL HEALTH SERVICES -------- ---------------------------- qer C -1 � ► ` v i ck k S•LAfe an. F t r1. "r tier, Serv. Service s DRAWNG NUMBERS 1 of 41 EXISTING CONDITIONS / REMOVALS of 41 100 SCALE SITE PLAN 3 of 41 SITE LAYOUT PLAN L-1 4 of 41 SITE LAYOUT PLAN L2 of 41 SITE LAYOUT PLAN L-3 6 of 41 SITE LAYOUT PLAN L4 of 41 GRADING PLAT C-1 of 41 GRADING PLAT C-2 of 41 GRADING PLA C`3 10 of 41 GRADING PLAN 4 1 of 41 UTILITY PLAN 1 12 of 41 UTILITY PLAN U-2 13 of 41 UTILITY PLAN —3 14 of 41 UTILITY PLAN U-3 14a of 41 CFF SITE MATER 15 of 41 SEDIMENT AND EROSION CONTROL. 16 of 41 SEDIMENT AND EROSION CONTROL 17 of 41 SEDIMENT AND EROSION CONTROL 18 of 41 SEDIMENT AND EROSION CONTROL 19 of 41 CONSTRUCTION SEQUENCE PLAN 20 of 41 ROAD PROFILES 21 of 41 ROAD PROFILES 22 of 41 ROAD PROFILES 23 of 41 STORM PROFILES 24 of 41 STORM PROFILES 25 of 41 STORM PROFILES 26 of 41 STORM PROFILES 27 of 41 STORM PROFILES 28 of 41 SEWER PROFILES 29 of 41 SEWER PROFILES 30 of 41 SEWER PROFILES 1 of 41 SEWER PROFILES 32 of 41 SEWER PROFILES 33 of 41 SEWAGE PUMP STATION 34 of 41 CRITICAL FILL SECTION 35 of 41 OUTLET CONTROL STRUCTURE DETAILS 36 of 41 WETLAND MITIGATION N PLA I 37 of 41 DETAILS 38 of 41 DETAILS 39 of 41 DETAILS 40 of 41 DETAILS 41 of 41 DETAILS HEALTH DEPARTMENT SET S' STEN 01 \ITy DEPART EINT Cit HEALT � ' "�'"`!!ZONNIENTAL HEALTH SERVICES -------- ---------------------------- qer C -1 � ► ` v i ck k S•LAfe an. F t r1. "r tier, Serv. Service s iCl/V G AATERIAL AND DEBRIS IS TO BE REMOVED TO AN APPROPRIATE OFF-SITE LRCA'!M G WELLS ARE TO eE AsAmxmm iN Aoc=ANcE WITH Tw wmTa4Esm CO. HEATH Owt. . GRAPHIC SCALE 100 0 50 100 200 400 { IN FEET j 1 inch = 100 ft. -----^-^^�^••• ww\s+v sway/ v M M. MM V`�Y Y YWY VY WVfi L.L:. `ifV%iiwi'NiA/� Y VMM. M > ;! \i%V'i/� iYV MM� M �M iY MM.w`✓�ii7iY . M ,. chkd br. Copyright GQ 1998 g � _ F ; a. Yui`' „ - v ``„, r 41, y « r: i <+'iMMD10✓ x 100 yS.I*+a.R.vwff ELEVAIM , Ts �' 1« '+�' ♦ 9 J a o R AAAAdAddA Ilk 100 YEAR FLOOD474440 fir ' - cwt \, /� r.� ` ?7 -- • � ~*,♦e %j e ,� J J f • �a i .- ♦♦♦. `�.,r.,y _... �"..,, """°----•..,,,. ,,,.... .....""`/ ! t ,.s \.•` ae S141 * °tf t t d A t fig` / 0 46, 4 /.� �. \, o`._ 1 �l�"' • `` '° fid.♦♦,�'Ar I 17 - .= J Sw!' A 1 m"`...'.,----..., at�'' ' \. �' . "' �.,,, s'' t t' J f ?- ` d \ e s 8-7 8-8 Foia�d a -t `♦♦ i ' '' �.. Ilett ""►. "' +.;w,® .» i 1 ftJ <ro f t_t ♦,e -- ._ t 1r�r- SWT -- --- .., a7 ♦ dfJ ti -- .+ �`� J f '�a Jd J • lam- .•,,, _ A�M7 % i♦ t . Mei `"^� `""` r J J J J t r�'�y A_3 f d .wiA'` `•^ # :moi. �kr Ap ■ MI M rA i AllMI'c *# f Jft1tA1 dtdl tot 1t1 1stitt.Itti%v,0111dlddtl d ; It 4♦ I iaD Fm? ,.»• � �0 t alliititt t � t diiltt t w sr ftft s, 1 .... SWT 1�-'- 8 g 11 12 13 , +%: 100 WM t,000 taEVATwa IN 16 lo, 4*4 17 '' '� ®a It it NY' line L!j 2D »'» , ® '' ' .. i z - _ A .., •-,-�..... P®xoxtmaP• loeofron '2}. • a; aJ • ^� •59 '� - .._.._ ,... �R r n r o y '7[»,», i A \ ._ -.-.__........ .. --._.. _... .>-_._...._: _ f ✓ El t t 7 7 m , , i= A* An' co4w ` a& M* Nk 15,!4±715,!4±7- 5,!4±7 � 6 � 22 llA $g �� -•- . o .� % }" a14 t 71 27 1 ' ° %. �`% x-9 PARCEL "A" L�J Efl E!J EJ 28% 101 70 - --- - _ _ --_ 29 SWT fi � , '#. LANDS TO BE DEDICATED � 32 A �. � � 69 �`' .v .. ��''' 30 4, `� A-'° TO THE VILLAGE OF RYE BROOK d ✓'' 103 } n APPROXIMATELY 20.7 AC. 67 66 � 61 .,� 33 } UPLANDS 18,5 AC.Abi— t t S .,.-- ' 101 440 } 35 j 1 �► �, '. Mme. ♦ � � ♦ •�76f 192 ♦ .fit o� f "�.► 44`4lasso .: ` ♦ � 191 its AV �l t A. -IJ t07 ♦ 37 z 7 124 ~` ♦ "+�► l 126 0 ' CSF RUNWAY PRoi'ticn0" ZINE ♦ '` a } ! 121 'e - ♦ 38 \ `�' APPRO)OUXTE LOCATION M i .. 1613 117 127 62 coot& to= � ` �`' ♦ `� . r.... `v -- • -.. , .�-7c f,/' \ 141Lr<> 40 /' _ 116 j� g14`` �"'` �t�'`' -•.. A-19 Irl § ' ' 1. THE VILLAGE ENGINEER IS AUTHORIZED TO MAKE ANY CHANGES WHATSOEVER TO ♦ ?S? �`• 1 j A IMPROVEMENTS SHOWN ON OR NOT SHOWN ON CONTRACT DRAWINGS TO 166 � ` � � 1� ♦ ` 41 � � � } � MEET ,FIELD CONDITIONS. too J// 2. THE UTILITY MAINS; DUCTS, PALES AND SERVICES IN 'INE A 11E1 V f 1421k4 _ CONSTRUCTION AREA, WHERE SHOWN ON THE CONTRACT DRAWINGS ARE 1 1 B \ R` '� \ 1 {•;q � � •q AT THE APPROXIMATE LOCATIONS FURNISHED BY THE VARIOUS 1�3 1 1 8 A J ` \ / 1 A-W `� i UTILITIES CONCERNED. WHENEVER EXISTING IMPROVEMENT ( �j " � `' J .. \♦ •\ a tj INFORMATION IS EI 14ER sNOICATED ON THE DRAWINGS OR SUPPLIED S 1 114 J t 1 TO T+iE CONTRACTOR AT A LATER MATE, IT IS UNDERSTOOD THAT SUCH 1 A A � t 143 I JJ` J� �♦ 0 43 f f Ax o f 11A- iNFC3RMAiIQN IS FURNISHED IN GOODFAITH FOR THE CONTRACTOR'S 60 CONVENIENCE. THE CONTRACTOR MUST INTERPRET THIS INFORMATION t t � ACCORDING TQ HISQWN JUDGEMENT, AND ?r UST MAKE `iia CAN 1 s J 44 1. t / < DETERMINATIONS REC:ARDtNGt THE LOCATION CIF ALL IMPROVEMENTS. NO 1 � , 113 � I [130 A-� / Jr '° 7!3 '�`�" � � zf CLAIM WILL 6E ALLOWED BECAUSE OF INCORRECT, INCOMPLETE OR 70 b J J � •'�"• "'' � • ' OMlTTEQ EXISTING IMPROVEMENTS INFORMATION. t 4 A I 1 t� � !%� 175 20k1to �" `~ - --" `"" 41 i -,:.•, d `, 45 46 3. ALL WORK. MATERIALS. SPECIFICATIONS. REGULATIONS, RULES, PERMITS, ETC-, OF ALL STATE., COUNTY AND LOCAL GOVERNMENTS i ,� 11 A E ✓ f A F� AN,(D ALL UTILITY AGENCIES SHALLSE FOLLOWED BY THE 1 + „a t 1361 „ 4.`ONTRACTt3R. 47 . 4• THE CC?NTFlACTOR'S ATTENTION IS CXtRGTED TO THE STATE OF NEW � i r,' •. � \ _ , .. 147 .! 54 � , J 1 f y IoW >;� .... YORK DEPARTMENT OF LABOR. BOARD OF STANDARDS AND APPEALS .14� "' t [s x SWT 5 ♦ t / A-� INDUSTRIAL CODE RULE � "CONSTRUCTiON, EXCAVA-90N AND /{ r, ' {i 54 DEI.lR7L7TtC31V OPERATIONS AT OR NEAR UNDERGROUND FACILITIES P ` #' } a EFFECTIVE APRIL 1 97�. THE CONTRACTOR WILL BE REQUIRED TO � e^~'~".'"""_."-•--^"" °+ \ ,-•--........ . -- COMPLY WITH ALL APPLICABLE REQUIREMENT'S QF' INDUSTRIAL CODE RULE a3. 2}9 , : ♦ ."`^•.` i tt= " ' , '.,�,' •r! `,,.. "' A4d 6 k, ► t # d :•g � ~•- --- "` , j . _ ...,_ . _. 1 t 131 49'tA zr �, ?• THE CONTRACTOR SHALL PROVIDE ALL 6ARRiCAD£S, SIGNS, LIGHTS,� ' '.... ..' f.. t � A ETC.. FOR MAtNTI-,E.NANCE ANC? PROTECTION OF TRAFFIC FOR THE � ^*•. �, "° 1��! t � �.. . A -.J4 ` DURATION OF THIS: CONTRACT. ALL IN ACCORDANCE WITH THE LATEST NYSDOTr MANUAL OF T'RAFF'IC CONTROL DE\ACES. � �' 21 yJ .�yq 6. i J__�z37 Aw g O T t Y O 133 1d zre . r THE CONTRACTOR, SHALL COMPLY WITH ALL RULES. REGULATIONS AND 153 J �` + X75 C-4, 01RECTIVES OF THE LOCAL POLICE DEPARTMENT. M \\ .�.""`"�. "�'' 1 4t6 I \ "�• •`` 771 .... ...- • zRt Iv e d /and � / f �\ •� 1 7 THE CONTRACTOR SHALL RESTORE, ALL DISTURBED EXISTING FEATURES 1 7 r } 9 .0 7 �Y G_3 TO A CONDITION EQUAL. TO OR BETTER THAN EXISTED BEFORE CONSTRUCTION.157 `\ 1! SWT 5-1 1 215 \ 8, THE CONTRACTOR SHALL COMPLY WITH THE LATEST OSHA CONFINED SPACE ENTRY REQUIREMENTS (29 CFR PART'1910. 2142211 .. ...._ : qip 20213 c :..r.;..,.. 210 LIZ ,` t. Limit THE'. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISED OSHA SHEETING SENIOR +� } �y 1 E � REOUIREMENT'S (29 . CPR PART 102.4�1.SSCS, 8 5'i. 652 ), . - SENIOR r»p.. '� _"'""' �`«`"^•.. t ; . � ♦ �' - i' � . - - LMM44 // tt B o k IN ORDER TO FACILITATE ANY MAINTENANCE THAT MAY BE REOUIRED EXCEPT LIVING / 10 AS SHOWN ON THE PLANS, NCS. STRUCTLJFtE5 TREES, WALLS, OR PAVED SURFACES 206 �222 OTHER THAN DRIVEWAYS, 'SHALL BEPLACED WITHIN EASEMENTS OR WITHIN 7 1,/2 � w 224 � 23 I � ��`+ �♦ f %` FEET OF THE PIPE CENTERLINE. 207, _ Li L__j227 `e `�� PARCEL "B" , 11. PLANS FOR BUILDING PERMIT APPLICATIONS SHALL PROVIDE FOR PROPER PI � � ♦ t o DISPOSAL OF FOOTING DRAINS, ROOF LEADERS AND SURFACE DRAINAGE. r�i� �/� . �Q/11! ♦ +• �t {dn �J /��/� Q * /w s < 12 ANY. EXISTING SEWER MAINS TO REMAIN IN USE ARE: TO BE TESTED FOR LEAKAGE: � �. ,,,,,.✓� �. •.�V V � � �_ �. �. � , ♦ ..,,,,, � APPROXIMATELY 8.3 Ali. } DURING Ti�Ii CONSTRUCTION PHASE OF THE PROJECT, AND REPAIRED OR REPLACED "+.7 ♦ +, AS NECESSARY. '. b _ o . o� 2t ` +n a ` UPLANDS 3.3AC. f �..._,, , std 249 24 2 2 _ _ _ ♦ ACCESS PARCEL FROM LINCOLN AVE. I� 248 213 24 241 24i? It �s 231 ♦ t 231 ."'rr..+....:�............... 233 1 y4 !4s < LJL \{ vIBMWX t AMM SWT 4 I 1 � � "'-•-800MW A9= OR s t § Oman i0 soma ACCESS l r SWT 4—i I At= SIX i l I I t ( � �Yn eYllAl�>• 4010000004o0l000 AD onosomw OW quommo am momm"m mommoo 40 a00000 do 40010=0 4 00�m 410MOM& 4o 4W`"oo"o` No OMM0004M00101MIM400Q I Ir 40MONNAWiiS�i �����rYIF �IAli r/�01�Al UIQ ioM�® wrr rr �riM wr:�/MAi! v �il!!I"iiiti'—w ! slot* ' dWAr )ba1- KIM 0�AArlrr �i�w,�► rr��.� �linlrr� �s wl�rrr�+� � i �irrAr *. weAru�ii. «w mor w ,� w�i�run �r+�ll�r � rw�lr �w a�uriAll " _ dilA►+iilnMret sr7,rjrcr KING S?7R'"cT GRAPHIC SCALE 100 0 50 100 200 4Q0 - _ W J Afor A*iOpossOW - s� �a.ewlA I is Now a OFNFMNA_ + 1 + NUMOP °, � 01�TM wznwwyzllm EMMINEOM N; N�ll Yr' + m IAB NO NFMM III .11-1 ..i 11911-1-M � 09MM '�Nlnarm r, 1_010 1�01_11�l y' 1_ av : ��� �r� + �Ml � _t I� �01111 �Nl' P mmmv ll.IM .- - .... l AUff � E a1 � M9ER A x^ 7 ii X�Nmm �w� A # .� � Now a OFNFMNA_ + 1 + NUMOP °, � 01�TM wznwwyzllm EMMINEOM N; N�ll Yr' + m IAB NFMM III .11-1 ..i 11911-1-M � 09MM '�Nlnarm 1_010 1�01_11�l y' 1_ av : ��� �r� + �Ml �_ _t I� �01111 �Nl' P mmmv ll.IM NI � l wr-m @ � 1M x^ 7 ii X�Nmm Now a + 1 + NUMOP °, � 01�TM wznwwyzllm EMMINEOM mmm� 0�1MEM� Yr' + 0sum IAB '�Nlnarm 1_010 1�01_11�l y' 1_ av : ��� �r� + �Ml �_ 1�01 I� �01111 mmml+ P mmmv NI � l wr-m @ � 1M x^ 7 ii X�Nmm 26 V�� -.... 74 cx ES. CONNECT TO EXISTING 16 WATER MAIN 1 '°�a,�'�ic12 r S 7. ACCE 21 j 1 ., rr Si l 2I 61V 270 KV,37 OCS /7 / 27 `-- 1 trREVi �s-- r -t_ I el. 2wtlo tl S ES. ! �' �` .fir L+. 4 a e a- MIV, 295.61#A128tki)0 ~`••-- • ""' 40' 5 a c � Mei 2T/00 I S e ""' Milt 274 ', -- _� INV, 278.0 r .,,•....- ..--'""' i»iM�l. 14-5 a 2860 e - +�TRAIL ,Ift MMOD NV. 2BI.02>..�`-�-. -------- . " 100)r. 78.0 '-----._INV, * DIP, WATER MAIN Jf: +� >� M� '`~�•: ''`�.. 41 g7� I # �.� AIK 38400 "M R) 203 *--... ..,_•,,,,, ,,,,,e,,,,, � � 7.t�i x ,.... 4► cats -1 ,._. -..... -- I v 6 INV. 27 Sv PITCH a5x . 5'0 a! 2924 13MV S 141WAY `' I ' MIY. 29208 15+ long 0 de 296,5 SWT A-3 8 g 1 11 i2 �292,0!fF f9100 yr. d, 296,4 �q'v&C 0 BSMT.300,0 BSMT.296.0 BSMTRV 14 €S;gStAT.307.0 gsul.302• " ` 309.0 FF 305.0 FF 3(31.0 BSAdT.28g.0 Y. 277.74 `- FF 316.0 FF 311.0 FF 297.0BSMT � � E�IM. C-10 286.0 �y a SSrM A7d N -3 295.0 Mtit 279 45 01 il9f cn 9Skf?:283.0 PIN 275.41 411�I1VV iEtT 311. INV iN rF 2 IXS C-4 "� C.312'0 .� M ►OUT MAG a 4 N C8, C-5 A50 20 1 / AAI 2843 L / gip} • ` 10 "" �.:.: • "'- • G C AIV• 5 306.24 gSAiT. Y 7, 283..0 -�__,,,.. _ __-_ _ -_ -_ . _�. 527 tT � ..,�, j"� •.---" iltE19 _ - Ste" ,,.,.. UI 2118:40 2gZ ,. ,,,. LEGEN �' ....,,,.....,..�- � � -= .� . off 298„34 � SW Ala 0 � 8 341 �` . 45 - ... ES 3 .� _.... 1 Y. SAID x.316 _ __• - . 70 19 6fl ?9 a 44 ` PROPERTY UNE DARt 53-3 � ��• __ _____ . _ __ _ ,�'� ,,,� .� ,�;� ' . $gat ,� , _. "" , -... 280 ....... RIGHT OF WAY UNE 3' Ata fi .�..�, ,.:.. 8' •r•.r MSK 29RM fi.0 INV. 32428 S�� .. ; . ........ MIK Z. 33 �" ...• tri 2 8-30 �.1tF.1.0'i 20 . ,. I f EASEMENT LINE 9tv V 0 32523 o'"wr+ R `` G C7V • -- .. • ..._ . „� o E +"Us EXISTING UTILITY POLE •' -.. , NSY. 294 1 -- s � �.S . ,...• •err 7 - .., `�'' 89k ..440 P R f t P P t ""'�"``^•.. LIGHT, EXISTING L G OLE �► - } ► a a �} P � _"''"� °�. C. %� 80 79 .... Ste.Ocs- !M� EXISTING CATCH BASIN c, 3C 299 / n 7 18,0 BSMT.317.5 v t . � - .,� _ , / ",�,� > • s 1 BSMT 315 5 8 0 el, 275,D 4 - 8� g;IdT.39�.,, 8� ..3 r3S�T.3} �.0 sca •C. � � � FF 326.5 %4 � 4 a $ 327.0 FF 324.5 `'a � �r 21..0 328. L__� �•-� FF 323.0 .312.0 ' ® � 2 CO.'S PROPOSED CATCH BASIN 1, r , a K 325.75 $ B�ST.3 FF t ^�` +"1'` m, ` '� '�` '� ,/' ,,.,d ,� .. ,; •. 6v 0,0 5 B301•3 30400 . R � 2 0. EXISTING DRAIN INLET ..,, / ♦r 834.0 Aj• $ X85 r,R -} T 7 iv, C-S� � FF +317 ' R d J ,per '•�WQj +� 1 �� �► ti BSA 113. C-� tit 32254 � .5 ,• RRR jS' , ; `�QO �'�' : PROPOSED DRAIN INLET 87 3400- c -5d m:c-7 75 , o 4 � 324,3 XV. 319.00 T. ,, 14 t1 F&I 32.0 FS 319.0 1 1W. 324 8 l�li 3 5.00 OL c- 7 � � 31 5 �4 R R `"� ��`` � 1 w INV. 318,8 Ift 315.5 1Rk C-ih 5 5 '�., ""+,� 44 @`9 4 _ OIV %I& 7, A1I313.6 8 PROPOSED YARD INLET C8. B-4 j, C-50 1VV V. 5 �^� t1l 3'18+4 M 31440 Wt A-5 73 EXISTING DRAIN MANHOLE MIK 750 88 Mltr X40 MIK 35450(1 534 MMK 3x2519 ` ' �` 94V O�R.R � .��°` � ''A3, 5�••3c WY OUT 343>� �.._ _v____ �__-- q oK 321.19 j/ - -- -- g2 311 0 : 'ir, `.. ' 2J to irs PROPOSED DRAIN MANHOLE ' � 338,0 I p ....� ..... 32 pal G 8 _� p Rr - } .- 1NK 33404 N, .. ^" �++., t1 330W 5 2 . ,r A 21.7tF. 5411' E .. 5�r \ r v' 0 EXISTING SEWER MANHOLE l "Ci�1i�N� i„�{ ir•. NY q1T • cry � ~W MSY 40 31r 2p R.,, 25 PROPOSED SEWER MANHOLE %! 89 X53 Et -3d STM 83c + $' + a t$ r f f f a$ o f+ f r P e f t P t t `a� R T.293,0 344 ,/° r.- y4tt i+4abs1$a$a . s ttt tR'a'rPPPar J WtC-54 "� 1f"~� 11I11 Cr3d 71 ` ,, �► F`F 3020. 7292.® / h , $ t RRR �, "` `~w RMS 3088 41Y. 34$00 ---' k ` a 4 t/T + R c r.R 1if1362 40 `e �,y �. FF 301.1? PROPOSED HYDRANT �' � � � +� MiY OUT 3~;588 t � t, $ . v, P � \ � � MIY. 303 6�r , .� 9 O oa` s C8 ` /'� a `, a °' P t P P NIY. 35614 ,,tet` ` Sri 345:00 Yli -3fr �k 3� •3p4 © rs�,,y Cie .........,..... , $ ° J R SIMS B3 MIV IN 34094 PROPOSED SANITARY SEWER W / : 9IY. '� �, �'�+ 100 ''RRREi913 300 < OUT 3" 3055 R,, r� IBv » MIY j /� t>`', FF 68,0 i U! �i R R R R V 1N =84 1 �� PROPOSED STORM SEWER �•� BSM .3 59,0 J e, .•°' C8. C --13a FF� gg,pp 1 MTV 43 tf 8' � �. �r '. •*. `>.. ,� ��t�'"� , . ,/' e 1 FF 381. 99 8SAdT.359.0 R, 31d SWT STORM WATER TREATMENT AREA 90 �, /' ,�,�'' B�AT.372.a o R �/ r i >. ��, t!} FF 374.0 T.3 , R'f {,, YQ C -3C 0 AI,/ 98 BSMT•3 / # fig _ PROPOSED HEADWALL * >i NMS 38408 t'8. "'� � 63tz1 f '� . „� , .._,. ,,.... ..,.,. , K 336.18 ` '"� �`R: Mlif 00 ger `..t r r ! R R a r e R ►11, r • .,.,.. � � oar 7 .P .,. r,�� MrY a1TF ' PROPOSED END SECTION ` j �+fro ./r �/ ` FF 384.0 ..il t O s,�� �S U8 iflt R t #ffffift.1fIflff9f!tliftf.ff l MSK 3:1 .63 C8 13-60 / o y t� lA tr6 s'' "" FF 3618,`) PROPOSED BUILDING DRAIN SYSTEM I� t 1 48 �,,► "' 2331#. S c 1 `• B dT.359. j° ► 13 567 66 SW A57 •' �.• `` ' 15 5 AMI 70 / �` �. FF 370. ss, BSMT,304.0 .301 0 MW MI 356.21} 121 8-6 Mf. 141155' �•• „� _� `. Ei�AT.361,5 r FF 393,0 Mit Mt 3� t2 j � i N00 ,- �` : . .111 r r..,,, .� ' f j� riir�! 0 Yp L SA ff 315I.Ct ,ti% INV OUT N&02 K 381.27 / 5 FF 376, 511Y OUT 369 % * °, 9fi 11 wok'D BSMT.367. ,/ FF 388.0 .� a. ,SW A58 `.' SMT.379. .<' r 2 ,� 2 '^6��1��12 • ', .90 C 13-"l INKICtJJr 'r`°o 371Air V3 l FF 95 � 1 � ,;' 95 � t-'" � • �&9 RCP � � , � B IT 367,5 � Ii� WV 0U13 91 FF 390.0 '� ' POOL 4Qr ( Crk SyAf 87 1 WATER MAIN NOTES �_ sMT,M. �' Ca -14 / � �� AM1385. � Jpl Al * e° • / jQ SSY ° ` 192 S ; . C �4" i aaatat$fcvtRttR RR . , ,, `. , � ` /,f 'INV. / �`' ', � �'- :`l�''y tPPj• l,Rr 1W. All work shall be corned out in accordance with the requirements of New York American �,, 385.Q f Bsmr 77.0 2c Water Co. having jurisdiction and In accordance with the requirements and OMI A- BSM 3 60 C -1b1 FF 387.0 CEt C -52b RRR �. / / specifications as set forth b them. ,, j "`'�f ! / „ iM 369.70 MK 1 381. ',' OIiH t r p Y MIK 345.61 v> 94 j •-15 3845 .r `� ,� INK. 363,00 � BSMT,37 � ,RR �' � `110 R R • FF 392.4 tom• j 91Y, 362.75 ; 1 1 �7 j � • RRRR j� INV 3411 37. 2W. The minimum cover for water mains shall be four feet, zero inches 4 -0 , or as ,; f F 'rR rJRRR ( ) t ' ._ �, SMT.383.0 j �G st / 191 ~s C° 0 . c-1 • : asMT �s ° R R '�' ,�► t } directed by the Water Company. ._, 1 � � .,_ %� S �' C-522 � �"` 00 BSSAT.380.0 Rlwl 378,00 ,, M 1 Ca J - FF 390.0 MIK 31430 co i%% I final n construction di utes 911t 7 �, .. '. 3W. The decision of the Water Company shat be f a on anydisputes, ti�IW.isle RCP -,w �h $ to meet field conditions. SIM A59 �^ 4 `' C- "' ,, `'�� SSM A2D w + 4 R9i 377. K1 �'. t > ' 4 A11{f$ ^' �, �' �,, fF 3a .t3 EF 374:5 120 Mif 371,�p o TOT 255 MT.7 374:0 . P i Water Company. .. 9111 ^� BS 3 8.0 BSM7365.5 419. All water moms shall be US Pipe Gloss 52 Di as specified by the aY �i' 375 '� lNY OUT �� � _ � � , rN 20 . / LOT C fi7 ,,. FF 392.0 383,0 S • S 25fi �" staN E38 T.365. SMT.383. 257 C -t \ 3.� S a� `16 V 5W. All water moms to be tested and chlorinated in accordance with 3s 22 284 T 2 258 -9 AWWA standards C 600 93 section 4 ,& C 651-92 except Sec: 5.1 �, P � tablet method. Micro biological testis mint be performed, results 3 t -t4 9 9 P N. / DAY % s�} 189 �� ',� '' �` certifieda 'N.Y.S. PE. and sent to and approved b Westchester � �. C � � 121 by PP y -- C-16 49 B5M7394 0 25 .,,, , -' FF 372.5 7 Count Department of Health before water main is put into service, IFF 395,5 y �,� W Y e p '`. 0 C- 38S'ElT 3 � , . � i� :f86.2 � *�9 S .. ?65 � � _ ; ,. 252 ;1 37430 5--28--98.BELLEFAI, rf 5-7-98 �� ���� �� Vfifi-L:AG OF , 1-23--98 RYE ....- BROOK k 1--7--98 lt, Gla U1h 5£, L31 C3+ U3, SE 12--10--97 ' • 3 'r,r YYfiJ'rl l fi Jfifitr fiV i��ii ffii GRAPHIC SCALE 11-25-97 9 . �I 50 0 25 50 100 200 10-31-9 k 9--17--9? UTIPLAN Rev: sheet , 4-23-97 LZ G2, U2+ SE L4, G4, U4+ 9 de -&-%h r � t ONN 1�7 n ll � { IN FEET } (Tri : t�"" � � "ALTERATIONS OR RElf15ION OF THESE PLANS, UNLESS 1 inch = 50 ft. ° -rch ANY`DR `DO1IE BY OR UNDER THE DIRECTION OF .THE NYS LICENSED design by. ANC? REGISTERED, ENGINEER THAT PREPARED THEM, ISA drawn by, JLF �©U ��t��t � �0�Namido `1�a1�1U°IF'�/%' 3�Pifi1� �'� �� � 0 VIOLATION OF THE NYS EDUCATION LAW. chkdby. Copyright C 1998 Q8i3 �OwD.Wano .r a + 1 + NUMOP °, � 01�TM wznwwyzllm EMMINEOM mmm� 0�1MEM� Yr' + 0sum IAB '�Nlnarm 1_010 y' Wwowarm av : ��� �r� Y �Ml �_ 1�01 I� �01 mmml+ P mmmv NI � l wr-m @ x^ 7 ii X�Nmm 26 V�� -.... 74 cx ES. CONNECT TO EXISTING 16 WATER MAIN 1 '°�a,�'�ic12 r S 7. ACCE 21 j 1 ., rr Si l 2I 61V 270 KV,37 OCS /7 / 27 `-- 1 trREVi �s-- r -t_ I el. 2wtlo tl S ES. ! �' �` .fir L+. 4 a e a- MIV, 295.61#A128tki)0 ~`••-- • ""' 40' 5 a c � Mei 2T/00 I S e ""' Milt 274 ', -- _� INV, 278.0 r .,,•....- ..--'""' i»iM�l. 14-5 a 2860 e - +�TRAIL ,Ift MMOD NV. 2BI.02>..�`-�-. -------- . " 100)r. 78.0 '-----._INV, * DIP, WATER MAIN Jf: +� >� M� '`~�•: ''`�.. 41 g7� I # �.� AIK 38400 "M R) 203 *--... ..,_•,,,,, ,,,,,e,,,,, � � 7.t�i x ,.... 4► cats -1 ,._. -..... -- I v 6 INV. 27 Sv PITCH a5x . 5'0 a! 2924 13MV S 141WAY `' I ' MIY. 29208 15+ long 0 de 296,5 SWT A-3 8 g 1 11 i2 �292,0!fF f9100 yr. d, 296,4 �q'v&C 0 BSMT.300,0 BSMT.296.0 BSMTRV 14 €S;gStAT.307.0 gsul.302• " ` 309.0 FF 305.0 FF 3(31.0 BSAdT.28g.0 Y. 277.74 `- FF 316.0 FF 311.0 FF 297.0BSMT � � E�IM. C-10 286.0 �y a SSrM A7d N -3 295.0 Mtit 279 45 01 il9f cn 9Skf?:283.0 PIN 275.41 411�I1VV iEtT 311. INV iN rF 2 IXS C-4 "� C.312'0 .� M ►OUT MAG a 4 N C8, C-5 A50 20 1 / AAI 2843 L / gip} • ` 10 "" �.:.: • "'- • G C AIV• 5 306.24 gSAiT. Y 7, 283..0 -�__,,,.. _ __-_ _ -_ -_ . _�. 527 tT � ..,�, j"� •.---" iltE19 _ - Ste" ,,.,.. UI 2118:40 2gZ ,. ,,,. LEGEN �' ....,,,.....,..�- � � -= .� . off 298„34 � SW Ala 0 � 8 341 �` . 45 - ... ES 3 .� _.... 1 Y. SAID x.316 _ __• - . 70 19 6fl ?9 a 44 ` PROPERTY UNE DARt 53-3 � ��• __ _____ . _ __ _ ,�'� ,,,� .� ,�;� ' . $gat ,� , _. "" , -... 280 ....... RIGHT OF WAY UNE 3' Ata fi .�..�, ,.:.. 8' •r•.r MSK 29RM fi.0 INV. 32428 S�� .. ; . ........ MIK Z. 33 �" ...• tri 2 8-30 �.1tF.1.0'i 20 . ,. I f EASEMENT LINE 9tv V 0 32523 o'"wr+ R `` G C7V • -- .. • ..._ . „� o E +"Us EXISTING UTILITY POLE •' -.. , NSY. 294 1 -- s � �.S . ,...• •err 7 - .., `�'' 89k ..440 P R f t P P t ""'�"``^•.. LIGHT, EXISTING L G OLE �► - } ► a a �} P � _"''"� °�. C. %� 80 79 .... Ste.Ocs- !M� EXISTING CATCH BASIN c, 3C 299 / n 7 18,0 BSMT.317.5 v t . � - .,� _ , / ",�,� > • s 1 BSMT 315 5 8 0 el, 275,D 4 - 8� g;IdT.39�.,, 8� ..3 r3S�T.3} �.0 sca •C. � � � FF 326.5 %4 � 4 a $ 327.0 FF 324.5 `'a � �r 21..0 328. L__� �•-� FF 323.0 .312.0 ' ® � 2 CO.'S PROPOSED CATCH BASIN 1, r , a K 325.75 $ B�ST.3 FF t ^�` +"1'` m, ` '� '�` '� ,/' ,,.,d ,� .. ,; •. 6v 0,0 5 B301•3 30400 . R � 2 0. EXISTING DRAIN INLET ..,, / ♦r 834.0 Aj• $ X85 r,R -} T 7 iv, C-S� � FF +317 ' R d J ,per '•�WQj +� 1 �� �► ti BSA 113. C-� tit 32254 � .5 ,• RRR jS' , ; `�QO �'�' : PROPOSED DRAIN INLET 87 3400- c -5d m:c-7 75 , o 4 � 324,3 XV. 319.00 T. ,, 14 t1 F&I 32.0 FS 319.0 1 1W. 324 8 l�li 3 5.00 OL c- 7 � � 31 5 �4 R R `"� ��`` � 1 w INV. 318,8 Ift 315.5 1Rk C-ih 5 5 '�., ""+,� 44 @`9 4 _ OIV %I& 7, A1I313.6 8 PROPOSED YARD INLET C8. B-4 j, C-50 1VV V. 5 �^� t1l 3'18+4 M 31440 Wt A-5 73 EXISTING DRAIN MANHOLE MIK 750 88 Mltr X40 MIK 35450(1 534 MMK 3x2519 ` ' �` 94V O�R.R � .��°` � ''A3, 5�••3c WY OUT 343>� �.._ _v____ �__-- q oK 321.19 j/ - -- -- g2 311 0 : 'ir, `.. ' 2J to irs PROPOSED DRAIN MANHOLE ' � 338,0 I p ....� ..... 32 pal G 8 _� p Rr - } .- 1NK 33404 N, .. ^" �++., t1 330W 5 2 . ,r A 21.7tF. 5411' E .. 5�r \ r v' 0 EXISTING SEWER MANHOLE l "Ci�1i�N� i„�{ ir•. NY q1T • cry � ~W MSY 40 31r 2p R.,, 25 PROPOSED SEWER MANHOLE %! 89 X53 Et -3d STM 83c + $' + a t$ r f f f a$ o f+ f r P e f t P t t `a� R T.293,0 344 ,/° r.- y4tt i+4abs1$a$a . s ttt tR'a'rPPPar J WtC-54 "� 1f"~� 11I11 Cr3d 71 ` ,, �► F`F 3020. 7292.® / h , $ t RRR �, "` `~w RMS 3088 41Y. 34$00 ---' k ` a 4 t/T + R c r.R 1if1362 40 `e �,y �. FF 301.1? PROPOSED HYDRANT �' � � � +� MiY OUT 3~;588 t � t, $ . v, P � \ � � MIY. 303 6�r , .� 9 O oa` s C8 ` /'� a `, a °' P t P P NIY. 35614 ,,tet` ` Sri 345:00 Yli -3fr �k 3� •3p4 © rs�,,y Cie .........,..... , $ ° J R SIMS B3 MIV IN 34094 PROPOSED SANITARY SEWER W / : 9IY. '� �, �'�+ 100 ''RRREi913 300 < OUT 3" 3055 R,, r� IBv » MIY j /� t>`', FF 68,0 i U! �i R R R R V 1N =84 1 �� PROPOSED STORM SEWER �•� BSM .3 59,0 J e, .•°' C8. C --13a FF� gg,pp 1 MTV 43 tf 8' � �. �r '. •*. `>.. ,� ��t�'"� , . ,/' e 1 FF 381. 99 8SAdT.359.0 R, 31d SWT STORM WATER TREATMENT AREA 90 �, /' ,�,�'' B�AT.372.a o R �/ r i >. ��, t!} FF 374.0 T.3 , R'f {,, YQ C -3C 0 AI,/ 98 BSMT•3 / # fig _ PROPOSED HEADWALL * >i NMS 38408 t'8. "'� � 63tz1 f '� . „� , .._,. ,,.... ..,.,. , K 336.18 ` '"� �`R: Mlif 00 ger `..t r r ! R R a r e R ►11, r • .,.,.. � � oar 7 .P .,. r,�� MrY a1TF ' PROPOSED END SECTION ` j �+fro ./r �/ ` FF 384.0 ..il t O s,�� �S U8 iflt R t #ffffift.1fIflff9f!tliftf.ff l MSK 3:1 .63 C8 13-60 / o y t� lA tr6 s'' "" FF 3618,`) PROPOSED BUILDING DRAIN SYSTEM I� t 1 48 �,,► "' 2331#. S c 1 `• B dT.359. j° ► 13 567 66 SW A57 •' �.• `` ' 15 5 AMI 70 / �` �. FF 370. ss, BSMT,304.0 .301 0 MW MI 356.21} 121 8-6 Mf. 141155' �•• „� _� `. Ei�AT.361,5 r FF 393,0 Mit Mt 3� t2 j � i N00 ,- �` : . .111 r r..,,, .� ' f j� riir�! 0 Yp L SA ff 315I.Ct ,ti% INV OUT N&02 K 381.27 / 5 FF 376, 511Y OUT 369 % * °, 9fi 11 wok'D BSMT.367. ,/ FF 388.0 .� a. ,SW A58 `.' SMT.379. .<' r 2 ,� 2 '^6��1��12 • ', .90 C 13-"l INKICtJJr 'r`°o 371Air V3 l FF 95 � 1 � ,;' 95 � t-'" � • �&9 RCP � � , � B IT 367,5 � Ii� WV 0U13 91 FF 390.0 '� ' POOL 4Qr ( Crk SyAf 87 1 WATER MAIN NOTES �_ sMT,M. �' Ca -14 / � �� AM1385. � Jpl Al * e° • / jQ SSY ° ` 192 S ; . C �4" i aaatat$fcvtRttR RR . , ,, `. , � ` /,f 'INV. / �`' ', � �'- :`l�''y tPPj• l,Rr 1W. All work shall be corned out in accordance with the requirements of New York American �,, 385.Q f Bsmr 77.0 2c Water Co. having jurisdiction and In accordance with the requirements and OMI A- BSM 3 60 C -1b1 FF 387.0 CEt C -52b RRR �. / / specifications as set forth b them. ,, j "`'�f ! / „ iM 369.70 MK 1 381. ',' OIiH t r p Y MIK 345.61 v> 94 j •-15 3845 .r `� ,� INK. 363,00 � BSMT,37 � ,RR �' � `110 R R • FF 392.4 tom• j 91Y, 362.75 ; 1 1 �7 j � • RRRR j� INV 3411 37. 2W. The minimum cover for water mains shall be four feet, zero inches 4 -0 , or as ,; f F 'rR rJRRR ( ) t ' ._ �, SMT.383.0 j �G st / 191 ~s C° 0 . c-1 • : asMT �s ° R R '�' ,�► t } directed by the Water Company. ._, 1 � � .,_ %� S �' C-522 � �"` 00 BSSAT.380.0 Rlwl 378,00 ,, M 1 Ca J - FF 390.0 MIK 31430 co i%% I final n construction di utes 911t 7 �, .. '. 3W. The decision of the Water Company shat be f a on anydisputes, ti�IW.isle RCP -,w �h $ to meet field conditions. SIM A59 �^ 4 `' C- "' ,, `'�� SSM A2D w + 4 R9i 377. K1 �'. t > ' 4 A11{f$ ^' �, �' �,, fF 3a .t3 EF 374:5 120 Mif 371,�p o TOT 255 MT.7 374:0 . P i Water Company. .. 9111 ^� BS 3 8.0 BSM7365.5 419. All water moms shall be US Pipe Gloss 52 Di as specified by the aY �i' 375 '� lNY OUT �� � _ � � , rN 20 . / LOT C fi7 ,,. FF 392.0 383,0 S • S 25fi �" staN E38 T.365. SMT.383. 257 C -t \ 3.� S a� `16 V 5W. All water moms to be tested and chlorinated in accordance with 3s 22 284 T 2 258 -9 AWWA standards C 600 93 section 4 ,& C 651-92 except Sec: 5.1 �, P � tablet method. Micro biological testis mint be performed, results 3 t -t4 9 9 P N. / DAY % s�} 189 �� ',� '' �` certifieda 'N.Y.S. PE. and sent to and approved b Westchester � �. C � � 121 by PP y -- C-16 49 B5M7394 0 25 .,,, , -' FF 372.5 7 Count Department of Health before water main is put into service, IFF 395,5 y �,� W Y e p '`. 0 C- 38S'ElT 3 � , . � i� :f86.2 � *�9 S .. ?65 � � _ ; ,. 252 ;1 37430 5--28--98.BELLEFAI, rf 5-7-98 �� ���� �� Vfifi-L:AG OF , 1-23--98 RYE ....- BROOK k 1--7--98 lt, Gla U1h 5£, L31 C3+ U3, SE 12--10--97 ' • 3 'r,r YYfiJ'rl l fi Jfifitr fiV i��ii ffii GRAPHIC SCALE 11-25-97 9 . �I 50 0 25 50 100 200 10-31-9 k 9--17--9? UTIPLAN Rev: sheet , 4-23-97 LZ G2, U2+ SE L4, G4, U4+ 9 de -&-%h r � t ONN 1�7 n ll � { IN FEET } (Tri : t�"" � � "ALTERATIONS OR RElf15ION OF THESE PLANS, UNLESS 1 inch = 50 ft. ° -rch ANY`DR `DO1IE BY OR UNDER THE DIRECTION OF .THE NYS LICENSED design by. ANC? REGISTERED, ENGINEER THAT PREPARED THEM, ISA drawn by, JLF �©U ��t��t � �0�Namido `1�a1�1U°IF'�/%' 3�Pifi1� �'� �� � 0 VIOLATION OF THE NYS EDUCATION LAW. chkdby. Copyright C 1998 Q8i3 �OwD.Wano .r a + + NUMOP ' � 01�TM NUM_87_ 0sum av : ��� �r� �_ 1�01 I� �01 11�11 mmmv NI � wr-m @ Emma X�Nmm 26 V�� -.... 74 cx ES. CONNECT TO EXISTING 16 WATER MAIN 1 '°�a,�'�ic12 r S 7. ACCE 21 j 1 ., rr Si l 2I 61V 270 KV,37 OCS /7 / 27 `-- 1 trREVi �s-- r -t_ I el. 2wtlo tl S ES. ! �' �` .fir L+. 4 a e a- MIV, 295.61#A128tki)0 ~`••-- • ""' 40' 5 a c � Mei 2T/00 I S e ""' Milt 274 ', -- _� INV, 278.0 r .,,•....- ..--'""' i»iM�l. 14-5 a 2860 e - +�TRAIL ,Ift MMOD NV. 2BI.02>..�`-�-. -------- . " 100)r. 78.0 '-----._INV, * DIP, WATER MAIN Jf: +� >� M� '`~�•: ''`�.. 41 g7� I # �.� AIK 38400 "M R) 203 *--... ..,_•,,,,, ,,,,,e,,,,, � � 7.t�i x ,.... 4► cats -1 ,._. -..... -- I v 6 INV. 27 Sv PITCH a5x . 5'0 a! 2924 13MV S 141WAY `' I ' MIY. 29208 15+ long 0 de 296,5 SWT A-3 8 g 1 11 i2 �292,0!fF f9100 yr. d, 296,4 �q'v&C 0 BSMT.300,0 BSMT.296.0 BSMTRV 14 €S;gStAT.307.0 gsul.302• " ` 309.0 FF 305.0 FF 3(31.0 BSAdT.28g.0 Y. 277.74 `- FF 316.0 FF 311.0 FF 297.0BSMT � � E�IM. C-10 286.0 �y a SSrM A7d N -3 295.0 Mtit 279 45 01 il9f cn 9Skf?:283.0 PIN 275.41 411�I1VV iEtT 311. INV iN rF 2 IXS C-4 "� C.312'0 .� M ►OUT MAG a 4 N C8, C-5 A50 20 1 / AAI 2843 L / gip} • ` 10 "" �.:.: • "'- • G C AIV• 5 306.24 gSAiT. Y 7, 283..0 -�__,,,.. _ __-_ _ -_ -_ . _�. 527 tT � ..,�, j"� •.---" iltE19 _ - Ste" ,,.,.. UI 2118:40 2gZ ,. ,,,. LEGEN �' ....,,,.....,..�- � � -= .� . off 298„34 � SW Ala 0 � 8 341 �` . 45 - ... ES 3 .� _.... 1 Y. SAID x.316 _ __• - . 70 19 6fl ?9 a 44 ` PROPERTY UNE DARt 53-3 � ��• __ _____ . _ __ _ ,�'� ,,,� .� ,�;� ' . $gat ,� , _. "" , -... 280 ....... RIGHT OF WAY UNE 3' Ata fi .�..�, ,.:.. 8' •r•.r MSK 29RM fi.0 INV. 32428 S�� .. ; . ........ MIK Z. 33 �" ...• tri 2 8-30 �.1tF.1.0'i 20 . ,. I f EASEMENT LINE 9tv V 0 32523 o'"wr+ R `` G C7V • -- .. • ..._ . „� o E +"Us EXISTING UTILITY POLE •' -.. , NSY. 294 1 -- s � �.S . ,...• •err 7 - .., `�'' 89k ..440 P R f t P P t ""'�"``^•.. LIGHT, EXISTING L G OLE �► - } ► a a �} P � _"''"� °�. C. %� 80 79 .... Ste.Ocs- !M� EXISTING CATCH BASIN c, 3C 299 / n 7 18,0 BSMT.317.5 v t . � - .,� _ , / ",�,� > • s 1 BSMT 315 5 8 0 el, 275,D 4 - 8� g;IdT.39�.,, 8� ..3 r3S�T.3} �.0 sca •C. � � � FF 326.5 %4 � 4 a $ 327.0 FF 324.5 `'a � �r 21..0 328. L__� �•-� FF 323.0 .312.0 ' ® � 2 CO.'S PROPOSED CATCH BASIN 1, r , a K 325.75 $ B�ST.3 FF t ^�` +"1'` m, ` '� '�` '� ,/' ,,.,d ,� .. ,; •. 6v 0,0 5 B301•3 30400 . R � 2 0. EXISTING DRAIN INLET ..,, / ♦r 834.0 Aj• $ X85 r,R -} T 7 iv, C-S� � FF +317 ' R d J ,per '•�WQj +� 1 �� �► ti BSA 113. C-� tit 32254 � .5 ,• RRR jS' , ; `�QO �'�' : PROPOSED DRAIN INLET 87 3400- c -5d m:c-7 75 , o 4 � 324,3 XV. 319.00 T. ,, 14 t1 F&I 32.0 FS 319.0 1 1W. 324 8 l�li 3 5.00 OL c- 7 � � 31 5 �4 R R `"� ��`` � 1 w INV. 318,8 Ift 315.5 1Rk C-ih 5 5 '�., ""+,� 44 @`9 4 _ OIV %I& 7, A1I313.6 8 PROPOSED YARD INLET C8. B-4 j, C-50 1VV V. 5 �^� t1l 3'18+4 M 31440 Wt A-5 73 EXISTING DRAIN MANHOLE MIK 750 88 Mltr X40 MIK 35450(1 534 MMK 3x2519 ` ' �` 94V O�R.R � .��°` � ''A3, 5�••3c WY OUT 343>� �.._ _v____ �__-- q oK 321.19 j/ - -- -- g2 311 0 : 'ir, `.. ' 2J to irs PROPOSED DRAIN MANHOLE ' � 338,0 I p ....� ..... 32 pal G 8 _� p Rr - } .- 1NK 33404 N, .. ^" �++., t1 330W 5 2 . ,r A 21.7tF. 5411' E .. 5�r \ r v' 0 EXISTING SEWER MANHOLE l "Ci�1i�N� i„�{ ir•. NY q1T • cry � ~W MSY 40 31r 2p R.,, 25 PROPOSED SEWER MANHOLE %! 89 X53 Et -3d STM 83c + $' + a t$ r f f f a$ o f+ f r P e f t P t t `a� R T.293,0 344 ,/° r.- y4tt i+4abs1$a$a . s ttt tR'a'rPPPar J WtC-54 "� 1f"~� 11I11 Cr3d 71 ` ,, �► F`F 3020. 7292.® / h , $ t RRR �, "` `~w RMS 3088 41Y. 34$00 ---' k ` a 4 t/T + R c r.R 1if1362 40 `e �,y �. FF 301.1? PROPOSED HYDRANT �' � � � +� MiY OUT 3~;588 t � t, $ . v, P � \ � � MIY. 303 6�r , .� 9 O oa` s C8 ` /'� a `, a °' P t P P NIY. 35614 ,,tet` ` Sri 345:00 Yli -3fr �k 3� •3p4 © rs�,,y Cie .........,..... , $ ° J R SIMS B3 MIV IN 34094 PROPOSED SANITARY SEWER W / : 9IY. '� �, �'�+ 100 ''RRREi913 300 < OUT 3" 3055 R,, r� IBv » MIY j /� t>`', FF 68,0 i U! �i R R R R V 1N =84 1 �� PROPOSED STORM SEWER �•� BSM .3 59,0 J e, .•°' C8. C --13a FF� gg,pp 1 MTV 43 tf 8' � �. �r '. •*. `>.. ,� ��t�'"� , . ,/' e 1 FF 381. 99 8SAdT.359.0 R, 31d SWT STORM WATER TREATMENT AREA 90 �, /' ,�,�'' B�AT.372.a o R �/ r i >. ��, t!} FF 374.0 T.3 , R'f {,, YQ C -3C 0 AI,/ 98 BSMT•3 / # fig _ PROPOSED HEADWALL * >i NMS 38408 t'8. "'� � 63tz1 f '� . „� , .._,. ,,.... ..,.,. , K 336.18 ` '"� �`R: Mlif 00 ger `..t r r ! R R a r e R ►11, r • .,.,.. � � oar 7 .P .,. r,�� MrY a1TF ' PROPOSED END SECTION ` j �+fro ./r �/ ` FF 384.0 ..il t O s,�� �S U8 iflt R t #ffffift.1fIflff9f!tliftf.ff l MSK 3:1 .63 C8 13-60 / o y t� lA tr6 s'' "" FF 3618,`) PROPOSED BUILDING DRAIN SYSTEM I� t 1 48 �,,► "' 2331#. S c 1 `• B dT.359. j° ► 13 567 66 SW A57 •' �.• `` ' 15 5 AMI 70 / �` �. FF 370. ss, BSMT,304.0 .301 0 MW MI 356.21} 121 8-6 Mf. 141155' �•• „� _� `. Ei�AT.361,5 r FF 393,0 Mit Mt 3� t2 j � i N00 ,- �` : . .111 r r..,,, .� ' f j� riir�! 0 Yp L SA ff 315I.Ct ,ti% INV OUT N&02 K 381.27 / 5 FF 376, 511Y OUT 369 % * °, 9fi 11 wok'D BSMT.367. ,/ FF 388.0 .� a. ,SW A58 `.' SMT.379. .<' r 2 ,� 2 '^6��1��12 • ', .90 C 13-"l INKICtJJr 'r`°o 371Air V3 l FF 95 � 1 � ,;' 95 � t-'" � • �&9 RCP � � , � B IT 367,5 � Ii� WV 0U13 91 FF 390.0 '� ' POOL 4Qr ( Crk SyAf 87 1 WATER MAIN NOTES �_ sMT,M. �' Ca -14 / � �� AM1385. � Jpl Al * e° • / jQ SSY ° ` 192 S ; . C �4" i aaatat$fcvtRttR RR . , ,, `. , � ` /,f 'INV. / �`' ', � �'- :`l�''y tPPj• l,Rr 1W. All work shall be corned out in accordance with the requirements of New York American �,, 385.Q f Bsmr 77.0 2c Water Co. having jurisdiction and In accordance with the requirements and OMI A- BSM 3 60 C -1b1 FF 387.0 CEt C -52b RRR �. / / specifications as set forth b them. ,, j "`'�f ! / „ iM 369.70 MK 1 381. ',' OIiH t r p Y MIK 345.61 v> 94 j •-15 3845 .r `� ,� INK. 363,00 � BSMT,37 � ,RR �' � `110 R R • FF 392.4 tom• j 91Y, 362.75 ; 1 1 �7 j � • RRRR j� INV 3411 37. 2W. The minimum cover for water mains shall be four feet, zero inches 4 -0 , or as ,; f F 'rR rJRRR ( ) t ' ._ �, SMT.383.0 j �G st / 191 ~s C° 0 . c-1 • : asMT �s ° R R '�' ,�► t } directed by the Water Company. ._, 1 � � .,_ %� S �' C-522 � �"` 00 BSSAT.380.0 Rlwl 378,00 ,, M 1 Ca J - FF 390.0 MIK 31430 co i%% I final n construction di utes 911t 7 �, .. '. 3W. The decision of the Water Company shat be f a on anydisputes, ti�IW.isle RCP -,w �h $ to meet field conditions. SIM A59 �^ 4 `' C- "' ,, `'�� SSM A2D w + 4 R9i 377. K1 �'. t > ' 4 A11{f$ ^' �, �' �,, fF 3a .t3 EF 374:5 120 Mif 371,�p o TOT 255 MT.7 374:0 . P i Water Company. .. 9111 ^� BS 3 8.0 BSM7365.5 419. All water moms shall be US Pipe Gloss 52 Di as specified by the aY �i' 375 '� lNY OUT �� � _ � � , rN 20 . / LOT C fi7 ,,. FF 392.0 383,0 S • S 25fi �" staN E38 T.365. SMT.383. 257 C -t \ 3.� S a� `16 V 5W. All water moms to be tested and chlorinated in accordance with 3s 22 284 T 2 258 -9 AWWA standards C 600 93 section 4 ,& C 651-92 except Sec: 5.1 �, P � tablet method. Micro biological testis mint be performed, results 3 t -t4 9 9 P N. / DAY % s�} 189 �� ',� '' �` certifieda 'N.Y.S. PE. and sent to and approved b Westchester � �. C � � 121 by PP y -- C-16 49 B5M7394 0 25 .,,, , -' FF 372.5 7 Count Department of Health before water main is put into service, IFF 395,5 y �,� W Y e p '`. 0 C- 38S'ElT 3 � , . � i� :f86.2 � *�9 S .. ?65 � � _ ; ,. 252 ;1 37430 5--28--98.BELLEFAI, rf 5-7-98 �� ���� �� Vfifi-L:AG OF , 1-23--98 RYE ....- BROOK k 1--7--98 lt, Gla U1h 5£, L31 C3+ U3, SE 12--10--97 ' • 3 'r,r YYfiJ'rl l fi Jfifitr fiV i��ii ffii GRAPHIC SCALE 11-25-97 9 . �I 50 0 25 50 100 200 10-31-9 k 9--17--9? UTIPLAN Rev: sheet , 4-23-97 LZ G2, U2+ SE L4, G4, U4+ 9 de -&-%h r � t ONN 1�7 n ll � { IN FEET } (Tri : t�"" � � "ALTERATIONS OR RElf15ION OF THESE PLANS, UNLESS 1 inch = 50 ft. ° -rch ANY`DR `DO1IE BY OR UNDER THE DIRECTION OF .THE NYS LICENSED design by. ANC? REGISTERED, ENGINEER THAT PREPARED THEM, ISA drawn by, JLF �©U ��t��t � �0�Namido `1�a1�1U°IF'�/%' 3�Pifi1� �'� �� � 0 VIOLATION OF THE NYS EDUCATION LAW. chkdby. Copyright C 1998 Q8i3 �OwD.Wano .r a + + NUMOP ' � 01�TM NUM_87_ 0sum ��� �r� �_ 1�01 I� �01 11�11 mmmv NI � wr-m @ 26 V�� -.... 74 cx ES. CONNECT TO EXISTING 16 WATER MAIN 1 '°�a,�'�ic12 r S 7. ACCE 21 j 1 ., rr Si l 2I 61V 270 KV,37 OCS /7 / 27 `-- 1 trREVi �s-- r -t_ I el. 2wtlo tl S ES. ! �' �` .fir L+. 4 a e a- MIV, 295.61#A128tki)0 ~`••-- • ""' 40' 5 a c � Mei 2T/00 I S e ""' Milt 274 ', -- _� INV, 278.0 r .,,•....- ..--'""' i»iM�l. 14-5 a 2860 e - +�TRAIL ,Ift MMOD NV. 2BI.02>..�`-�-. -------- . " 100)r. 78.0 '-----._INV, * DIP, WATER MAIN Jf: +� >� M� '`~�•: ''`�.. 41 g7� I # �.� AIK 38400 "M R) 203 *--... ..,_•,,,,, ,,,,,e,,,,, � � 7.t�i x ,.... 4► cats -1 ,._. -..... -- I v 6 INV. 27 Sv PITCH a5x . 5'0 a! 2924 13MV S 141WAY `' I ' MIY. 29208 15+ long 0 de 296,5 SWT A-3 8 g 1 11 i2 �292,0!fF f9100 yr. d, 296,4 �q'v&C 0 BSMT.300,0 BSMT.296.0 BSMTRV 14 €S;gStAT.307.0 gsul.302• " ` 309.0 FF 305.0 FF 3(31.0 BSAdT.28g.0 Y. 277.74 `- FF 316.0 FF 311.0 FF 297.0BSMT � � E�IM. C-10 286.0 �y a SSrM A7d N -3 295.0 Mtit 279 45 01 il9f cn 9Skf?:283.0 PIN 275.41 411�I1VV iEtT 311. INV iN rF 2 IXS C-4 "� C.312'0 .� M ►OUT MAG a 4 N C8, C-5 A50 20 1 / AAI 2843 L / gip} • ` 10 "" �.:.: • "'- • G C AIV• 5 306.24 gSAiT. Y 7, 283..0 -�__,,,.. _ __-_ _ -_ -_ . _�. 527 tT � ..,�, j"� •.---" iltE19 _ - Ste" ,,.,.. UI 2118:40 2gZ ,. ,,,. LEGEN �' ....,,,.....,..�- � � -= .� . off 298„34 � SW Ala 0 � 8 341 �` . 45 - ... ES 3 .� _.... 1 Y. SAID x.316 _ __• - . 70 19 6fl ?9 a 44 ` PROPERTY UNE DARt 53-3 � ��• __ _____ . _ __ _ ,�'� ,,,� .� ,�;� ' . $gat ,� , _. "" , -... 280 ....... RIGHT OF WAY UNE 3' Ata fi .�..�, ,.:.. 8' •r•.r MSK 29RM fi.0 INV. 32428 S�� .. ; . ........ MIK Z. 33 �" ...• tri 2 8-30 �.1tF.1.0'i 20 . ,. I f EASEMENT LINE 9tv V 0 32523 o'"wr+ R `` G C7V • -- .. • ..._ . „� o E +"Us EXISTING UTILITY POLE •' -.. , NSY. 294 1 -- s � �.S . ,...• •err 7 - .., `�'' 89k ..440 P R f t P P t ""'�"``^•.. LIGHT, EXISTING L G OLE �► - } ► a a �} P � _"''"� °�. C. %� 80 79 .... Ste.Ocs- !M� EXISTING CATCH BASIN c, 3C 299 / n 7 18,0 BSMT.317.5 v t . � - .,� _ , / ",�,� > • s 1 BSMT 315 5 8 0 el, 275,D 4 - 8� g;IdT.39�.,, 8� ..3 r3S�T.3} �.0 sca •C. � � � FF 326.5 %4 � 4 a $ 327.0 FF 324.5 `'a � �r 21..0 328. L__� �•-� FF 323.0 .312.0 ' ® � 2 CO.'S PROPOSED CATCH BASIN 1, r , a K 325.75 $ B�ST.3 FF t ^�` +"1'` m, ` '� '�` '� ,/' ,,.,d ,� .. ,; •. 6v 0,0 5 B301•3 30400 . R � 2 0. EXISTING DRAIN INLET ..,, / ♦r 834.0 Aj• $ X85 r,R -} T 7 iv, C-S� � FF +317 ' R d J ,per '•�WQj +� 1 �� �► ti BSA 113. C-� tit 32254 � .5 ,• RRR jS' , ; `�QO �'�' : PROPOSED DRAIN INLET 87 3400- c -5d m:c-7 75 , o 4 � 324,3 XV. 319.00 T. ,, 14 t1 F&I 32.0 FS 319.0 1 1W. 324 8 l�li 3 5.00 OL c- 7 � � 31 5 �4 R R `"� ��`` � 1 w INV. 318,8 Ift 315.5 1Rk C-ih 5 5 '�., ""+,� 44 @`9 4 _ OIV %I& 7, A1I313.6 8 PROPOSED YARD INLET C8. B-4 j, C-50 1VV V. 5 �^� t1l 3'18+4 M 31440 Wt A-5 73 EXISTING DRAIN MANHOLE MIK 750 88 Mltr X40 MIK 35450(1 534 MMK 3x2519 ` ' �` 94V O�R.R � .��°` � ''A3, 5�••3c WY OUT 343>� �.._ _v____ �__-- q oK 321.19 j/ - -- -- g2 311 0 : 'ir, `.. ' 2J to irs PROPOSED DRAIN MANHOLE ' � 338,0 I p ....� ..... 32 pal G 8 _� p Rr - } .- 1NK 33404 N, .. ^" �++., t1 330W 5 2 . ,r A 21.7tF. 5411' E .. 5�r \ r v' 0 EXISTING SEWER MANHOLE l "Ci�1i�N� i„�{ ir•. NY q1T • cry � ~W MSY 40 31r 2p R.,, 25 PROPOSED SEWER MANHOLE %! 89 X53 Et -3d STM 83c + $' + a t$ r f f f a$ o f+ f r P e f t P t t `a� R T.293,0 344 ,/° r.- y4tt i+4abs1$a$a . s ttt tR'a'rPPPar J WtC-54 "� 1f"~� 11I11 Cr3d 71 ` ,, �► F`F 3020. 7292.® / h , $ t RRR �, "` `~w RMS 3088 41Y. 34$00 ---' k ` a 4 t/T + R c r.R 1if1362 40 `e �,y �. FF 301.1? PROPOSED HYDRANT �' � � � +� MiY OUT 3~;588 t � t, $ . v, P � \ � � MIY. 303 6�r , .� 9 O oa` s C8 ` /'� a `, a °' P t P P NIY. 35614 ,,tet` ` Sri 345:00 Yli -3fr �k 3� •3p4 © rs�,,y Cie .........,..... , $ ° J R SIMS B3 MIV IN 34094 PROPOSED SANITARY SEWER W / : 9IY. '� �, �'�+ 100 ''RRREi913 300 < OUT 3" 3055 R,, r� IBv » MIY j /� t>`', FF 68,0 i U! �i R R R R V 1N =84 1 �� PROPOSED STORM SEWER �•� BSM .3 59,0 J e, .•°' C8. C --13a FF� gg,pp 1 MTV 43 tf 8' � �. �r '. •*. `>.. ,� ��t�'"� , . ,/' e 1 FF 381. 99 8SAdT.359.0 R, 31d SWT STORM WATER TREATMENT AREA 90 �, /' ,�,�'' B�AT.372.a o R �/ r i >. ��, t!} FF 374.0 T.3 , R'f {,, YQ C -3C 0 AI,/ 98 BSMT•3 / # fig _ PROPOSED HEADWALL * >i NMS 38408 t'8. "'� � 63tz1 f '� . „� , .._,. ,,.... ..,.,. , K 336.18 ` '"� �`R: Mlif 00 ger `..t r r ! R R a r e R ►11, r • .,.,.. � � oar 7 .P .,. r,�� MrY a1TF ' PROPOSED END SECTION ` j �+fro ./r �/ ` FF 384.0 ..il t O s,�� �S U8 iflt R t #ffffift.1fIflff9f!tliftf.ff l MSK 3:1 .63 C8 13-60 / o y t� lA tr6 s'' "" FF 3618,`) PROPOSED BUILDING DRAIN SYSTEM I� t 1 48 �,,► "' 2331#. S c 1 `• B dT.359. j° ► 13 567 66 SW A57 •' �.• `` ' 15 5 AMI 70 / �` �. FF 370. ss, BSMT,304.0 .301 0 MW MI 356.21} 121 8-6 Mf. 141155' �•• „� _� `. Ei�AT.361,5 r FF 393,0 Mit Mt 3� t2 j � i N00 ,- �` : . .111 r r..,,, .� ' f j� riir�! 0 Yp L SA ff 315I.Ct ,ti% INV OUT N&02 K 381.27 / 5 FF 376, 511Y OUT 369 % * °, 9fi 11 wok'D BSMT.367. ,/ FF 388.0 .� a. ,SW A58 `.' SMT.379. .<' r 2 ,� 2 '^6��1��12 • ', .90 C 13-"l INKICtJJr 'r`°o 371Air V3 l FF 95 � 1 � ,;' 95 � t-'" � • �&9 RCP � � , � B IT 367,5 � Ii� WV 0U13 91 FF 390.0 '� ' POOL 4Qr ( Crk SyAf 87 1 WATER MAIN NOTES �_ sMT,M. �' Ca -14 / � �� AM1385. � Jpl Al * e° • / jQ SSY ° ` 192 S ; . C �4" i aaatat$fcvtRttR RR . , ,, `. , � ` /,f 'INV. / �`' ', � �'- :`l�''y tPPj• l,Rr 1W. All work shall be corned out in accordance with the requirements of New York American �,, 385.Q f Bsmr 77.0 2c Water Co. having jurisdiction and In accordance with the requirements and OMI A- BSM 3 60 C -1b1 FF 387.0 CEt C -52b RRR �. / / specifications as set forth b them. ,, j "`'�f ! / „ iM 369.70 MK 1 381. ',' OIiH t r p Y MIK 345.61 v> 94 j •-15 3845 .r `� ,� INK. 363,00 � BSMT,37 � ,RR �' � `110 R R • FF 392.4 tom• j 91Y, 362.75 ; 1 1 �7 j � • RRRR j� INV 3411 37. 2W. The minimum cover for water mains shall be four feet, zero inches 4 -0 , or as ,; f F 'rR rJRRR ( ) t ' ._ �, SMT.383.0 j �G st / 191 ~s C° 0 . c-1 • : asMT �s ° R R '�' ,�► t } directed by the Water Company. ._, 1 � � .,_ %� S �' C-522 � �"` 00 BSSAT.380.0 Rlwl 378,00 ,, M 1 Ca J - FF 390.0 MIK 31430 co i%% I final n construction di utes 911t 7 �, .. '. 3W. The decision of the Water Company shat be f a on anydisputes, ti�IW.isle RCP -,w �h $ to meet field conditions. SIM A59 �^ 4 `' C- "' ,, `'�� SSM A2D w + 4 R9i 377. K1 �'. t > ' 4 A11{f$ ^' �, �' �,, fF 3a .t3 EF 374:5 120 Mif 371,�p o TOT 255 MT.7 374:0 . P i Water Company. .. 9111 ^� BS 3 8.0 BSM7365.5 419. All water moms shall be US Pipe Gloss 52 Di as specified by the aY �i' 375 '� lNY OUT �� � _ � � , rN 20 . / LOT C fi7 ,,. FF 392.0 383,0 S • S 25fi �" staN E38 T.365. SMT.383. 257 C -t \ 3.� S a� `16 V 5W. All water moms to be tested and chlorinated in accordance with 3s 22 284 T 2 258 -9 AWWA standards C 600 93 section 4 ,& C 651-92 except Sec: 5.1 �, P � tablet method. Micro biological testis mint be performed, results 3 t -t4 9 9 P N. / DAY % s�} 189 �� ',� '' �` certifieda 'N.Y.S. PE. and sent to and approved b Westchester � �. C � � 121 by PP y -- C-16 49 B5M7394 0 25 .,,, , -' FF 372.5 7 Count Department of Health before water main is put into service, IFF 395,5 y �,� W Y e p '`. 0 C- 38S'ElT 3 � , . � i� :f86.2 � *�9 S .. ?65 � � _ ; ,. 252 ;1 37430 5--28--98.BELLEFAI, rf 5-7-98 �� ���� �� Vfifi-L:AG OF , 1-23--98 RYE ....- BROOK k 1--7--98 lt, Gla U1h 5£, L31 C3+ U3, SE 12--10--97 ' • 3 'r,r YYfiJ'rl l fi Jfifitr fiV i��ii ffii GRAPHIC SCALE 11-25-97 9 . �I 50 0 25 50 100 200 10-31-9 k 9--17--9? UTIPLAN Rev: sheet , 4-23-97 LZ G2, U2+ SE L4, G4, U4+ 9 de -&-%h r � t ONN 1�7 n ll � { IN FEET } (Tri : t�"" � � "ALTERATIONS OR RElf15ION OF THESE PLANS, UNLESS 1 inch = 50 ft. ° -rch ANY`DR `DO1IE BY OR UNDER THE DIRECTION OF .THE NYS LICENSED design by. ANC? REGISTERED, ENGINEER THAT PREPARED THEM, ISA drawn by, JLF �©U ��t��t � �0�Namido `1�a1�1U°IF'�/%' 3�Pifi1� �'� �� � 0 VIOLATION OF THE NYS EDUCATION LAW. chkdby. Copyright C 1998 Q8i3 �OwD.Wano .r I� NI � wr-m @ 26 V�� -.... 74 cx ES. CONNECT TO EXISTING 16 WATER MAIN 1 '°�a,�'�ic12 r S 7. ACCE 21 j 1 ., rr Si l 2I 61V 270 KV,37 OCS /7 / 27 `-- 1 trREVi �s-- r -t_ I el. 2wtlo tl S ES. ! �' �` .fir L+. 4 a e a- MIV, 295.61#A128tki)0 ~`••-- • ""' 40' 5 a c � Mei 2T/00 I S e ""' Milt 274 ', -- _� INV, 278.0 r .,,•....- ..--'""' i»iM�l. 14-5 a 2860 e - +�TRAIL ,Ift MMOD NV. 2BI.02>..�`-�-. -------- . " 100)r. 78.0 '-----._INV, * DIP, WATER MAIN Jf: +� >� M� '`~�•: ''`�.. 41 g7� I # �.� AIK 38400 "M R) 203 *--... ..,_•,,,,, ,,,,,e,,,,, � � 7.t�i x ,.... 4► cats -1 ,._. -..... -- I v 6 INV. 27 Sv PITCH a5x . 5'0 a! 2924 13MV S 141WAY `' I ' MIY. 29208 15+ long 0 de 296,5 SWT A-3 8 g 1 11 i2 �292,0!fF f9100 yr. d, 296,4 �q'v&C 0 BSMT.300,0 BSMT.296.0 BSMTRV 14 €S;gStAT.307.0 gsul.302• " ` 309.0 FF 305.0 FF 3(31.0 BSAdT.28g.0 Y. 277.74 `- FF 316.0 FF 311.0 FF 297.0BSMT � � E�IM. C-10 286.0 �y a SSrM A7d N -3 295.0 Mtit 279 45 01 il9f cn 9Skf?:283.0 PIN 275.41 411�I1VV iEtT 311. INV iN rF 2 IXS C-4 "� C.312'0 .� M ►OUT MAG a 4 N C8, C-5 A50 20 1 / AAI 2843 L / gip} • ` 10 "" �.:.: • "'- • G C AIV• 5 306.24 gSAiT. Y 7, 283..0 -�__,,,.. _ __-_ _ -_ -_ . _�. 527 tT � ..,�, j"� •.---" iltE19 _ - Ste" ,,.,.. UI 2118:40 2gZ ,. ,,,. LEGEN �' ....,,,.....,..�- � � -= .� . off 298„34 � SW Ala 0 � 8 341 �` . 45 - ... ES 3 .� _.... 1 Y. SAID x.316 _ __• - . 70 19 6fl ?9 a 44 ` PROPERTY UNE DARt 53-3 � ��• __ _____ . _ __ _ ,�'� ,,,� .� ,�;� ' . $gat ,� , _. "" , -... 280 ....... RIGHT OF WAY UNE 3' Ata fi .�..�, ,.:.. 8' •r•.r MSK 29RM fi.0 INV. 32428 S�� .. ; . ........ MIK Z. 33 �" ...• tri 2 8-30 �.1tF.1.0'i 20 . ,. I f EASEMENT LINE 9tv V 0 32523 o'"wr+ R `` G C7V • -- .. • ..._ . „� o E +"Us EXISTING UTILITY POLE •' -.. , NSY. 294 1 -- s � �.S . ,...• •err 7 - .., `�'' 89k ..440 P R f t P P t ""'�"``^•.. LIGHT, EXISTING L G OLE �► - } ► a a �} P � _"''"� °�. C. %� 80 79 .... Ste.Ocs- !M� EXISTING CATCH BASIN c, 3C 299 / n 7 18,0 BSMT.317.5 v t . � - .,� _ , / ",�,� > • s 1 BSMT 315 5 8 0 el, 275,D 4 - 8� g;IdT.39�.,, 8� ..3 r3S�T.3} �.0 sca •C. � � � FF 326.5 %4 � 4 a $ 327.0 FF 324.5 `'a � �r 21..0 328. L__� �•-� FF 323.0 .312.0 ' ® � 2 CO.'S PROPOSED CATCH BASIN 1, r , a K 325.75 $ B�ST.3 FF t ^�` +"1'` m, ` '� '�` '� ,/' ,,.,d ,� .. ,; •. 6v 0,0 5 B301•3 30400 . R � 2 0. EXISTING DRAIN INLET ..,, / ♦r 834.0 Aj• $ X85 r,R -} T 7 iv, C-S� � FF +317 ' R d J ,per '•�WQj +� 1 �� �► ti BSA 113. C-� tit 32254 � .5 ,• RRR jS' , ; `�QO �'�' : PROPOSED DRAIN INLET 87 3400- c -5d m:c-7 75 , o 4 � 324,3 XV. 319.00 T. ,, 14 t1 F&I 32.0 FS 319.0 1 1W. 324 8 l�li 3 5.00 OL c- 7 � � 31 5 �4 R R `"� ��`` � 1 w INV. 318,8 Ift 315.5 1Rk C-ih 5 5 '�., ""+,� 44 @`9 4 _ OIV %I& 7, A1I313.6 8 PROPOSED YARD INLET C8. B-4 j, C-50 1VV V. 5 �^� t1l 3'18+4 M 31440 Wt A-5 73 EXISTING DRAIN MANHOLE MIK 750 88 Mltr X40 MIK 35450(1 534 MMK 3x2519 ` ' �` 94V O�R.R � .��°` � ''A3, 5�••3c WY OUT 343>� �.._ _v____ �__-- q oK 321.19 j/ - -- -- g2 311 0 : 'ir, `.. ' 2J to irs PROPOSED DRAIN MANHOLE ' � 338,0 I p ....� ..... 32 pal G 8 _� p Rr - } .- 1NK 33404 N, .. ^" �++., t1 330W 5 2 . ,r A 21.7tF. 5411' E .. 5�r \ r v' 0 EXISTING SEWER MANHOLE l "Ci�1i�N� i„�{ ir•. NY q1T • cry � ~W MSY 40 31r 2p R.,, 25 PROPOSED SEWER MANHOLE %! 89 X53 Et -3d STM 83c + $' + a t$ r f f f a$ o f+ f r P e f t P t t `a� R T.293,0 344 ,/° r.- y4tt i+4abs1$a$a . s ttt tR'a'rPPPar J WtC-54 "� 1f"~� 11I11 Cr3d 71 ` ,, �► F`F 3020. 7292.® / h , $ t RRR �, "` `~w RMS 3088 41Y. 34$00 ---' k ` a 4 t/T + R c r.R 1if1362 40 `e �,y �. FF 301.1? PROPOSED HYDRANT �' � � � +� MiY OUT 3~;588 t � t, $ . v, P � \ � � MIY. 303 6�r , .� 9 O oa` s C8 ` /'� a `, a °' P t P P NIY. 35614 ,,tet` ` Sri 345:00 Yli -3fr �k 3� •3p4 © rs�,,y Cie .........,..... , $ ° J R SIMS B3 MIV IN 34094 PROPOSED SANITARY SEWER W / : 9IY. '� �, �'�+ 100 ''RRREi913 300 < OUT 3" 3055 R,, r� IBv » MIY j /� t>`', FF 68,0 i U! �i R R R R V 1N =84 1 �� PROPOSED STORM SEWER �•� BSM .3 59,0 J e, .•°' C8. C --13a FF� gg,pp 1 MTV 43 tf 8' � �. �r '. •*. `>.. ,� ��t�'"� , . ,/' e 1 FF 381. 99 8SAdT.359.0 R, 31d SWT STORM WATER TREATMENT AREA 90 �, /' ,�,�'' B�AT.372.a o R �/ r i >. ��, t!} FF 374.0 T.3 , R'f {,, YQ C -3C 0 AI,/ 98 BSMT•3 / # fig _ PROPOSED HEADWALL * >i NMS 38408 t'8. "'� � 63tz1 f '� . „� , .._,. ,,.... ..,.,. , K 336.18 ` '"� �`R: Mlif 00 ger `..t r r ! R R a r e R ►11, r • .,.,.. � � oar 7 .P .,. r,�� MrY a1TF ' PROPOSED END SECTION ` j �+fro ./r �/ ` FF 384.0 ..il t O s,�� �S U8 iflt R t #ffffift.1fIflff9f!tliftf.ff l MSK 3:1 .63 C8 13-60 / o y t� lA tr6 s'' "" FF 3618,`) PROPOSED BUILDING DRAIN SYSTEM I� t 1 48 �,,► "' 2331#. S c 1 `• B dT.359. j° ► 13 567 66 SW A57 •' �.• `` ' 15 5 AMI 70 / �` �. FF 370. ss, BSMT,304.0 .301 0 MW MI 356.21} 121 8-6 Mf. 141155' �•• „� _� `. Ei�AT.361,5 r FF 393,0 Mit Mt 3� t2 j � i N00 ,- �` : . .111 r r..,,, .� ' f j� riir�! 0 Yp L SA ff 315I.Ct ,ti% INV OUT N&02 K 381.27 / 5 FF 376, 511Y OUT 369 % * °, 9fi 11 wok'D BSMT.367. ,/ FF 388.0 .� a. ,SW A58 `.' SMT.379. .<' r 2 ,� 2 '^6��1��12 • ', .90 C 13-"l INKICtJJr 'r`°o 371Air V3 l FF 95 � 1 � ,;' 95 � t-'" � • �&9 RCP � � , � B IT 367,5 � Ii� WV 0U13 91 FF 390.0 '� ' POOL 4Qr ( Crk SyAf 87 1 WATER MAIN NOTES �_ sMT,M. �' Ca -14 / � �� AM1385. � Jpl Al * e° • / jQ SSY ° ` 192 S ; . C �4" i aaatat$fcvtRttR RR . , ,, `. , � ` /,f 'INV. / �`' ', � �'- :`l�''y tPPj• l,Rr 1W. All work shall be corned out in accordance with the requirements of New York American �,, 385.Q f Bsmr 77.0 2c Water Co. having jurisdiction and In accordance with the requirements and OMI A- BSM 3 60 C -1b1 FF 387.0 CEt C -52b RRR �. / / specifications as set forth b them. ,, j "`'�f ! / „ iM 369.70 MK 1 381. ',' OIiH t r p Y MIK 345.61 v> 94 j •-15 3845 .r `� ,� INK. 363,00 � BSMT,37 � ,RR �' � `110 R R • FF 392.4 tom• j 91Y, 362.75 ; 1 1 �7 j � • RRRR j� INV 3411 37. 2W. The minimum cover for water mains shall be four feet, zero inches 4 -0 , or as ,; f F 'rR rJRRR ( ) t ' ._ �, SMT.383.0 j �G st / 191 ~s C° 0 . c-1 • : asMT �s ° R R '�' ,�► t } directed by the Water Company. ._, 1 � � .,_ %� S �' C-522 � �"` 00 BSSAT.380.0 Rlwl 378,00 ,, M 1 Ca J - FF 390.0 MIK 31430 co i%% I final n construction di utes 911t 7 �, .. '. 3W. The decision of the Water Company shat be f a on anydisputes, ti�IW.isle RCP -,w �h $ to meet field conditions. SIM A59 �^ 4 `' C- "' ,, `'�� SSM A2D w + 4 R9i 377. K1 �'. t > ' 4 A11{f$ ^' �, �' �,, fF 3a .t3 EF 374:5 120 Mif 371,�p o TOT 255 MT.7 374:0 . P i Water Company. .. 9111 ^� BS 3 8.0 BSM7365.5 419. All water moms shall be US Pipe Gloss 52 Di as specified by the aY �i' 375 '� lNY OUT �� � _ � � , rN 20 . / LOT C fi7 ,,. FF 392.0 383,0 S • S 25fi �" staN E38 T.365. SMT.383. 257 C -t \ 3.� S a� `16 V 5W. All water moms to be tested and chlorinated in accordance with 3s 22 284 T 2 258 -9 AWWA standards C 600 93 section 4 ,& C 651-92 except Sec: 5.1 �, P � tablet method. Micro biological testis mint be performed, results 3 t -t4 9 9 P N. / DAY % s�} 189 �� ',� '' �` certifieda 'N.Y.S. PE. and sent to and approved b Westchester � �. C � � 121 by PP y -- C-16 49 B5M7394 0 25 .,,, , -' FF 372.5 7 Count Department of Health before water main is put into service, IFF 395,5 y �,� W Y e p '`. 0 C- 38S'ElT 3 � , . � i� :f86.2 � *�9 S .. ?65 � � _ ; ,. 252 ;1 37430 5--28--98.BELLEFAI, rf 5-7-98 �� ���� �� Vfifi-L:AG OF , 1-23--98 RYE ....- BROOK k 1--7--98 lt, Gla U1h 5£, L31 C3+ U3, SE 12--10--97 ' • 3 'r,r YYfiJ'rl l fi Jfifitr fiV i��ii ffii GRAPHIC SCALE 11-25-97 9 . �I 50 0 25 50 100 200 10-31-9 k 9--17--9? UTIPLAN Rev: sheet , 4-23-97 LZ G2, U2+ SE L4, G4, U4+ 9 de -&-%h r � t ONN 1�7 n ll � { IN FEET } (Tri : t�"" � � "ALTERATIONS OR RElf15ION OF THESE PLANS, UNLESS 1 inch = 50 ft. ° -rch ANY`DR `DO1IE BY OR UNDER THE DIRECTION OF .THE NYS LICENSED design by. ANC? REGISTERED, ENGINEER THAT PREPARED THEM, ISA drawn by, JLF �©U ��t��t � �0�Namido `1�a1�1U°IF'�/%' 3�Pifi1� �'� �� � 0 VIOLATION OF THE NYS EDUCATION LAW. chkdby. Copyright C 1998 Q8i3 �OwD.Wano .r \Ts BELL ~�S X39 �i' RMI `L 'r t122 IF, gg SISI La co�Nr 2 � 50 0> NY. ,• l T,�2.5 FF 377.5 , �00 s .. I 31535 'If � 0197.00 RET �, �fv��3.5a � �' � B5MT.368.5 ` ., NY. 386.47 + � ••.`4` 2 rip FF "'- r� f. r � �• � BSMT.398.a � '~�... L� tw • y _ SI�1 S2 C -18u`` • � � „39&5 ;' : ,; FF 407.0 ,,� � � Iii If�.N � 115 ''",�,�' • i - f �.. 1$8 - • ,.� BSFAT.397.Q � r p ���`' NV N 349. 1 NY. 386 3 f FF 406.0 25 FF 377.0 .� 1 ,%� NV OUT 349. "`�. B6b "'`�. 1 SMT,368 f' : f 109, ... . .., \_ � _ - •. �41 t - c-16 1 187 Y CE! C 1 FF 395.0 -12 - RMi 1 FF 403, �,... �`'�► d' / RNi XXI SMT. SQ FF 370.0 1 � � � ; � � � � .,,,,, �`"'►� 4� _NY.39f1.9B , B 3$6.0 � BSMT.361A X154 ,� 155► q �-. ap �: ' Y alr 36388 RIti64 t3ti �" EF 393.5 .._ " , 1 c,� /G' fil�i 391:Ri 1 r. 34392 BSMT.384.5 .; '` FF 383.0 11 •.�„ , � ��`' � NV ouT: �.4o BSMT.374. A -t1 i CG -19 •-1 - --- 142 falFF 393.5 1 + , t, ! 03 t2t A -11f MN 4022 l� 1 a , P a a � y t Ift 382.50 ( RM m 00 BSMT.384A 40 � NV. 398.E , � � !i 1 ,,,:y++ FF 3750 �y;« 395.0 BSMT.366.0 1(2 f fit +`' F 4.0 6.a �+ I CP/ / 1 g I BSMT.393. � j0, 7.395: t 4 R1t 3 t t mi t , CB L-14 .. . .. .' 6 , FF 402.0 .,.. FF 406.0 1{j V , Y. 39230 7 392 BSMT:396. 04.0 %H 37036 r -. • 10270 BSMT.395. 1 5 m I � � 1 - � � Y OUT M.20 4 � 58 `INV l ` ,.. Y FF 442:4 Y OUT FF 385 FF 392.0 „ f' 3 BSMT.393, BSMT.374.5 - BSI�IT.3 9 • _ FF 4x1.0 401. t C& A -Ile � BSMT 3 2.Q � / 11 { ��` IN moo I ID -°° s � 03 4 .., _ � � 43 .......... � Nv 399.30 1 • �•� 392,0 � 1 � FF 3970 4 FF 378. ss•5 �► 1 w 152 } BSMT.382.5 - X00 '`!*, a� `4 y / • J "'u- "� �. � :NY � 37200 183 `�� � l �1V OUT 3X,9a `'r► .' , u 4 N � } Iii A-� Str4i S3 � d91v it M30 f.,,. BSMT.40tA � f NY OUT 375.20 • 184 198 �'� `'`� 113 - BSMT.39a•Q �� � FF 410.4 '` �„ : ,, - . B" EF 386.0 NIE NY ry 41 j '- y 170 FF 400.0 �e BSMT.4Q1.Q FF 405:0 NY OUT} ` .. $SMT.37 .a FF 6.0 .0 S 18AF, �� FF 410.0 185 BSMT.395. d � ... � ^�: � 't � l8° $, "� - � 7 CB. A-ttd BSMT.377.4 v 1Ax ! :3 FF 405.0 c� .- V '.. a R61394.SD �,�, lilt 373.50 V % _ 15' �' BSMT:4Q1.0 BSMT.395. ��� NY 3B9 ?8 A 11c1 O I :.. ..17� ``� : �� ` �•, �It / 9!Y 91 3956 FF 41 Q.0 ' '� ! NV N1 38358 "-w FF 381.5 C4 ., SSMT.372,5 ' 15 t 3 50 S BSMT,387.a j OUT �" FF 4ppg r} my 1 f t . i `'r" " �. 9iY OUT 38348 lir <r 171 -11 FF 397.0 , 7.39 201 NV r tiMt as .+ . EF 384.0 NY. 377.Ot) ' + r, t S 404A m. BSMT.37 'r,,w� BSMT.394:0 C$ C -12h I / ,, RIt 397; . FF 389.5 S "'' ",••.,..` } t' il3.A-11fi. 40 t13 , 17 1�L �'r® ,,yyytttttlRlltdtatr t 9fV. + a .14 N 398. -�„ '`°• • BSMT.380.5 - 1 FF 4 .a \0 l'ra r `ti �3d .... 370.0 \ f $ BSMT.383,0 FF 40 0 '.• `` �.e r, � r l r r *., 00 `LOT L67 I T f t3f A -11c FF 3s3.a / M .' ., ° r, r NV. 382 1 145 tori A+f01# A110N � S -� AMI 371'50 •r,, ` �i ' � NY. cP S6n .' a . r r FE 383.0 - 150 Nv 367.7$ ,�. / - ,, 'r,,, / �f - { ''�• `� IZMi 376 ,�$' / s �► / BSMT 374 0 ... t, ; NV OUT -.. , ` 147 FF 402.5. �, - f 8 $ I EF 396.4 f �` `�. 148 BSAtT.393.5 / BSMT.386 FF 3 399.0 89.0 ' : 3e � j. �� / •� 203 202/ FF 402.5 / S BSMT.393.5 y{ • XV 2A MV S FF 401.5 FF 402.0 / / C8 0.3e BSMT.393,0 t • - s I4Y _ .,. cB A -11D ti ;; ..178 145 011 �y - 59 i FF 392.0 � / rlv. 3s2.5o BSMT.376.0 BSMT 382. V r}{� I tis W , r1v FF 386,0 FF 15 204 a'' 149 s FE 383.5 BSMT,374,5 BSMT.392.5 BSMT 395 SW St1 � � 1 �� BSMT.395.5 ttBl � 00 : ` 21 y �6`r �` � = 2 INV OOIIT �I N FF 388.4 too ' , 01lt k_10 d ` 0 179 ...x ✓ F,� ,' FF 404.0 NY :: 218 NY N X50 t FF 0 �� °• \ / • BSMT.395.5 // EF 388.4 � ssM 37 .0 70 ,00 0- f , >< 27 ,15' ,`� CB. i4-•t3ti `,', 1 �i� �. „' -, '� 7 .. IV v 6 IS BSMT 394.5 -' 152FF ''' / ,� INV, 36&15 , ,� , NV• 378:5 FF 386.5 NY $6B 80 11ti 70 Si�if... ..,......r... f- , , t4 FF 403:5 s, SsiBl U16 � ..,,�.... �.�.� � �.,... ,,,.. • -:�' CB. M BSM7,394.5 09 � � ° • ,, ,� d � 383.50 ``►* ''°"�.,� 9N 37 �: � �' ,��...,.. ,. � � ...,..... ,o� rw .�r 1 �� AMf ' • ,,� « c, NY OUT 3n 4, Aa ;�fVY 10 -�. xY - �.. ' �... -......._ . of 15 ''�� � ,,22(1 • .. 1tY ( in _ - - . , _. _ __ ~' FF 440.4 NY OUT 385.77 FF 386.5 FF 386.0 // ' Z . FF 399.0 BSMT.391.0 f SSivIT.377A iilt 35t 5 NV P, . 518, B fT.390.0 1 qIN 3" Ilk 347,5 0.05 NAY 3il2li 15 155 cB X10 � /* 1 .-..... . P3 IIIV NV {sI1T 377:10 F 39`5.0FF a / MCP NY WT 70 158 157 BSMT. , 8SMt387,Q 215 `` d F11 .390.0 391.0 FF 384.5 `111 37U 1 2 BSMT.381.0 6MT.382.a C8 1�C8. / NK m Wm0 w 214 Y 3816 / v e 34311 FF 384.5 221 N4 2&1 If. 211r� r} 213 s FF 385.0 210 212 FF 382.0 ' OSMT.376. AMf SENIOR m X00 208 209 3sa.5 FF 376:5 FF 3$4.0 FE 381.0 Sof O15 ca AMI 378;0 V, FF 375,5 90 f12 LIVING 91V. 382.0 RM 38050 --. SW F4 NV N 374.40 /j� (C.(1/`���END - t3 3%9. 222 r r�A 9#Y OUT 3743tY NV it 250 205 NY O 373 FF 384.0 Pyre er w, BSMT.375. 224 / FF 373.5 � 22 I .F J T 4 LL FF 3 8:5 PROPERTY LINE .� BSM 36 5 � � cn ��-- 7 225 F 2b FF 380.0 BSMT.369.5 57 ..... RIGHT OF WAY` LINE � t ,� K � FF .,,9.a t , 364.0 EF 372.5 207 �. , . , BSMT.371, T ,, N1 • BSMT.363.5 � ... ..+.�.. BSM ,370.0 - _ EASEMENT LINE � ,.,v.., . ,�'' ' .367.53 ' o. • d' ~''�. t � r EXISTING tJTIL,I�'Y OLE w Y � � ftCp `o . ....,,.; .00 �+�► CB, D-1 40 ,, w,,,,. .-- ,y ---....- c 9CV, f ._. . _. • ..- • np ..,,,,, AMi ...... �. • ..... ._ . �, . ,.... •� tllllF MIY 365.06 � EXISTING LIGHT POLE � �.v., ✓f • �.. ..� ..w. iX� +,�, ,. 11" NY 6 � � ./' f F cn I1t EXISTING CATCH BASIN `' o "` --41M 347. tai 36t�0 � t , ,. E int E- .,� -. f AMI 3540 """ 9Z ,,.. W i`rir'T. 2 CB.'S PROPOSED CATCH BASIN ; l06 AIt ! o EXISTING DRAIN INLET W. atx � ..AIi 347.0 ` `� �-�. r . U� ...- "Kv,� -- ' 247 2 1245244 V 342.9'1 . ..- �1x - 249(� F '•..�. ..,.-� FF 378.0 FF 380.0 240 � ® PROPOSED DRAIN INLET ,"",�"" FF 373.0 FF 378.0 8SMT,369.,4 FF 380.0 BSMT.371. �- ��..- - '" 24 239 BSMT.364.4 BSMT,369.0 BSMT.371.4 0 PROPOSED YARD INLET ' ! ' _ _ 24� � � 1 FF 381.0 x Z / t � j`�;. �' 24� BSMT.372.0 �.lt) L� l r .¢ -- 0 FF 380;0 BSMI"'/1A FF 7.3,0 236 -1 $ - -X NY. 351.04 FF 373.0 FF 380.0 BSMT.371.4 BSM7.371.Q FF 376 5 FF 376.5 FF 375,5 FF } EXISTING DRAIN MANHOLE + BSMT.371.0 BSMT.36T5 BSMT.367.5 B sss 3323€I'~e NVi630 BSMT.364.Q BSMT,368.5 PROPOSED DRAIN MANHOLE ES p C«i - �Y ��, � CEL F-2 NV, mm /Cg E-1 lam 0 `` �� �`�, `� ,� FA 347.0 NY• 319.0 F (� EXISTING SEWER MANHOLE 33�,, g NY. 341.1 15 3500 . a rr► PROPOSED SEWER MANHOLE "�. Nu WA ZM PROPOSED HYDRANT tti� 322 9 ilp> #uta ViIT 4 � � •__ ._... ..._ ...... .... 4 PROPOSED SANITARY SEWER EL 319.0 .f. • PROPOSED STORM SEWER 22 LF. t5 RCP 0 5, �3 _._ _._._ _ _ _ __- _ --_ " 4CS P ow J-1 4 - _ SWT # STORM WATER TREATMENT AREA mm 326,0 m 4'Y EL 331.9 , IRV. 321.65 W. 324.00 %f DOM PROPOSED HEADWALL ___ _ I _ N�9. ®571+ "' srru►Y a! - 26 LF. t5 10 0 5.0% t o - ' --- .j PROPOSED END SECTION --` -- /,� ,z•-••z,--�-o- 1 __ �3 PROPOSED BUILDING DRAIN SYSTEM •-----� _.•..._.. �.._ rzass'- _ _ a vice0 f 0r76 SP Waft o t o rt r- --- -- 11Y. =07 NV 320.35(151 ,.rr.4w. wr .r�..rr 400 401WASIMMONWOM .� 4rMMOrr 4m40=0WffMN0MVr .r +*wrrJagp a..rrrrr a� 4r �.rr.rrr�ri..rr �wwrir.rrr..�� 4�Q to dJ7' 1 4..r.rn.,a.. �. �.... ....�.....w ..► +.w.n.ri.........�n... .w4s .r. �rw�w...4 ..........�.. ... . w.rr w..uww.a.... ... 40011.ANs... 4�.S1"G.T& ne 'umw�wrrr .r ...�...rr. �14ruM�r .rr w ..r. wwrr�ww +rrtw ANY -ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM," IS A VI.OLATION OF THE NYS EDUCATION LAW. GRAPHIC SCALE 50 0 25 50 100 IN FEET ) 1 inch = 50 ft, WE 5-28-98 • BELLEFAIR, $, 3-17-98 VILLAGE OF • RYE # *12-10-97 WESTCHESTER F BROOK NEW � r 11-25-9 10-31- 7 UTILITY 'PLAN RevI� 9-17-97 •olh rofeln ir�e:r1ir�1cjI-.c. design by D' • • 29)C3 Whfts POSOne Road,) T<arr LcoWr7, NY 1@0811' chkd Copyright (n 1998 0011-6000 v k W2 m1m 4 �o r � MIJ 0 [7-m I F m ,4 t, ; NV OUT -.. , ` 147 FF 402.5. �, - f 8 $ I EF 396.4 f �` `�. 148 BSAtT.393.5 / BSMT.386 FF 3 399.0 89.0 ' : 3e � j. �� / •� 203 202/ FF 402.5 / S BSMT.393.5 y{ • XV 2A MV S FF 401.5 FF 402.0 / / C8 0.3e BSMT.393,0 t • - s I4Y _ .,. cB A -11D ti ;; ..178 145 011 �y - 59 i FF 392.0 � / rlv. 3s2.5o BSMT.376.0 BSMT 382. V r}{� I tis W , r1v FF 386,0 FF 15 204 a'' 149 s FE 383.5 BSMT,374,5 BSMT.392.5 BSMT 395 SW St1 � � 1 �� BSMT.395.5 ttBl � 00 : ` 21 y �6`r �` � = 2 INV OOIIT �I N FF 388.4 too ' , 01lt k_10 d ` 0 179 ...x ✓ F,� ,' FF 404.0 NY :: 218 NY N X50 t FF 0 �� °• \ / • BSMT.395.5 // EF 388.4 � ssM 37 .0 70 ,00 0- f , >< 27 ,15' ,`� CB. i4-•t3ti `,', 1 �i� �. „' -, '� 7 .. IV v 6 IS BSMT 394.5 -' 152FF ''' / ,� INV, 36&15 , ,� , NV• 378:5 FF 386.5 NY $6B 80 11ti 70 Si�if... ..,......r... f- , , t4 FF 403:5 s, SsiBl U16 � ..,,�.... �.�.� � �.,... ,,,.. • -:�' CB. M BSM7,394.5 09 � � ° • ,, ,� d � 383.50 ``►* ''°"�.,� 9N 37 �: � �' ,��...,.. ,. � � ...,..... ,o� rw .�r 1 �� AMf ' • ,,� « c, NY OUT 3n 4, Aa ;�fVY 10 -�. xY - �.. ' �... -......._ . of 15 ''�� � ,,22(1 • .. 1tY ( in _ - - . , _. _ __ ~' FF 440.4 NY OUT 385.77 FF 386.5 FF 386.0 // ' Z . FF 399.0 BSMT.391.0 f SSivIT.377A iilt 35t 5 NV P, . 518, B fT.390.0 1 qIN 3" Ilk 347,5 0.05 NAY 3il2li 15 155 cB X10 � /* 1 .-..... . P3 IIIV NV {sI1T 377:10 F 39`5.0FF a / MCP NY WT 70 158 157 BSMT. , 8SMt387,Q 215 `` d F11 .390.0 391.0 FF 384.5 `111 37U 1 2 BSMT.381.0 6MT.382.a C8 1�C8. / NK m Wm0 w 214 Y 3816 / v e 34311 FF 384.5 221 N4 2&1 If. 211r� r} 213 s FF 385.0 210 212 FF 382.0 ' OSMT.376. AMf SENIOR m X00 208 209 3sa.5 FF 376:5 FF 3$4.0 FE 381.0 Sof O15 ca AMI 378;0 V, FF 375,5 90 f12 LIVING 91V. 382.0 RM 38050 --. SW F4 NV N 374.40 /j� (C.(1/`���END - t3 3%9. 222 r r�A 9#Y OUT 3743tY NV it 250 205 NY O 373 FF 384.0 Pyre er w, BSMT.375. 224 / FF 373.5 � 22 I .F J T 4 LL FF 3 8:5 PROPERTY LINE .� BSM 36 5 � � cn ��-- 7 225 F 2b FF 380.0 BSMT.369.5 57 ..... RIGHT OF WAY` LINE � t ,� K � FF .,,9.a t , 364.0 EF 372.5 207 �. , . , BSMT.371, T ,, N1 • BSMT.363.5 � ... ..+.�.. BSM ,370.0 - _ EASEMENT LINE � ,.,v.., . ,�'' ' .367.53 ' o. • d' ~''�. t � r EXISTING tJTIL,I�'Y OLE w Y � � ftCp `o . ....,,.; .00 �+�► CB, D-1 40 ,, w,,,,. .-- ,y ---....- c 9CV, f ._. . _. • ..- • np ..,,,,, AMi ...... �. • ..... ._ . �, . ,.... •� tllllF MIY 365.06 � EXISTING LIGHT POLE � �.v., ✓f • �.. ..� ..w. iX� +,�, ,. 11" NY 6 � � ./' f F cn I1t EXISTING CATCH BASIN `' o "` --41M 347. tai 36t�0 � t , ,. E int E- .,� -. f AMI 3540 """ 9Z ,,.. W i`rir'T. 2 CB.'S PROPOSED CATCH BASIN ; l06 AIt ! o EXISTING DRAIN INLET W. atx � ..AIi 347.0 ` `� �-�. r . U� ...- "Kv,� -- ' 247 2 1245244 V 342.9'1 . ..- �1x - 249(� F '•..�. ..,.-� FF 378.0 FF 380.0 240 � ® PROPOSED DRAIN INLET ,"",�"" FF 373.0 FF 378.0 8SMT,369.,4 FF 380.0 BSMT.371. �- ��..- - '" 24 239 BSMT.364.4 BSMT,369.0 BSMT.371.4 0 PROPOSED YARD INLET ' ! ' _ _ 24� � � 1 FF 381.0 x Z / t � j`�;. �' 24� BSMT.372.0 �.lt) L� l r .¢ -- 0 FF 380;0 BSMI"'/1A FF 7.3,0 236 -1 $ - -X NY. 351.04 FF 373.0 FF 380.0 BSMT.371.4 BSM7.371.Q FF 376 5 FF 376.5 FF 375,5 FF } EXISTING DRAIN MANHOLE + BSMT.371.0 BSMT.36T5 BSMT.367.5 B sss 3323€I'~e NVi630 BSMT.364.Q BSMT,368.5 PROPOSED DRAIN MANHOLE ES p C«i - �Y ��, � CEL F-2 NV, mm /Cg E-1 lam 0 `` �� �`�, `� ,� FA 347.0 NY• 319.0 F (� EXISTING SEWER MANHOLE 33�,, g NY. 341.1 15 3500 . a rr► PROPOSED SEWER MANHOLE "�. Nu WA ZM PROPOSED HYDRANT tti� 322 9 ilp> #uta ViIT 4 � � •__ ._... ..._ ...... .... 4 PROPOSED SANITARY SEWER EL 319.0 .f. • PROPOSED STORM SEWER 22 LF. t5 RCP 0 5, �3 _._ _._._ _ _ _ __- _ --_ " 4CS P ow J-1 4 - _ SWT # STORM WATER TREATMENT AREA mm 326,0 m 4'Y EL 331.9 , IRV. 321.65 W. 324.00 %f DOM PROPOSED HEADWALL ___ _ I _ N�9. ®571+ "' srru►Y a! - 26 LF. t5 10 0 5.0% t o - ' --- .j PROPOSED END SECTION --` -- /,� ,z•-••z,--�-o- 1 __ �3 PROPOSED BUILDING DRAIN SYSTEM •-----� _.•..._.. �.._ rzass'- _ _ a vice0 f 0r76 SP Waft o t o rt r- --- -- 11Y. =07 NV 320.35(151 ,.rr.4w. wr .r�..rr 400 401WASIMMONWOM .� 4rMMOrr 4m40=0WffMN0MVr .r +*wrrJagp a..rrrrr a� 4r �.rr.rrr�ri..rr �wwrir.rrr..�� 4�Q to dJ7' 1 4..r.rn.,a.. �. �.... ....�.....w ..► +.w.n.ri.........�n... .w4s .r. �rw�w...4 ..........�.. ... . w.rr w..uww.a.... ... 40011.ANs... 4�.S1"G.T& ne 'umw�wrrr .r ...�...rr. �14ruM�r .rr w ..r. wwrr�ww +rrtw ANY -ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM," IS A VI.OLATION OF THE NYS EDUCATION LAW. GRAPHIC SCALE 50 0 25 50 100 IN FEET ) 1 inch = 50 ft, WE 5-28-98 • BELLEFAIR, $, 3-17-98 VILLAGE OF • RYE # *12-10-97 WESTCHESTER F BROOK NEW � r 11-25-9 10-31- 7 UTILITY 'PLAN RevI� 9-17-97 •olh rofeln ir�e:r1ir�1cjI-.c. design by D' • • 29)C3 Whfts POSOne Road,) T<arr LcoWr7, NY 1@0811' chkd Copyright (n 1998 0011-6000 v 71 . ........ -4 B -4, or 4Z� 0, r o O':k -- APP1-0XiMG1,-1`iu -r ay 1 6 J4 0 .� tt_m _., _. .�.. ..._ _..... _.-_�__._._ _._.. _._.�__._ ._,,, � C OS Per COU,7t y Yop /Vo 15431 PARCEL ))A" ,4-9 LANDS TO BE DEDICATED 4-701 TO THE VILLAGE OF RYE BROOK APPROXIMATELY 2 0.7 A C. UPLANDS 18.5 AC. ± 21 260 A, - 7-2 sm E5 IN 2MM INV MIT 2 37 259 A- 73 258 257NE f4 OTECTION O ....... . . . 7 nCATION OF RUNWAT-� SW E N MOO APPRO)'\Imt-\ INV IN 3X50 I" OUT 304.40 --14 77,57 GRAPHIC SCALE 50 0 25 50 100 IN FEET 1 inch = 50 ft. 200 LEGEND I PROPERTY LINE, RIGHT OF WAY LINE EASEMENT LINE M> EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING CATCH BASIN UZI K= (2) CB. -S PROPOSED CATCH BASIN 0 EXISTING DRAIN INLET IF PROPOSED DRAIN INLET PROPOSED YARD INLET EXISTING, DRAIN MANHOLE PROPOSED DRAIN MANHOLE mr. —Iqm 11 � NLMWN� ll� Elm= mlG LEGEND I PROPERTY LINE, RIGHT OF WAY LINE EASEMENT LINE M> EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING CATCH BASIN UZI K= (2) CB. -S PROPOSED CATCH BASIN 0 EXISTING DRAIN INLET PROPOSED DRAIN INLET PROPOSED YARD INLET EXISTING, DRAIN MANHOLE PROPOSED DRAIN MANHOLE EXISTING SEWER MANHOLE PROPOSED SEWER MANHOLE INK PROPOSED HYDRANT PROPOSED SANITARY SEWER PROPOSED STORM SEWER yr SWT # STORM WATER TREATMENT AREA PROPOSED, HEADWALL. PROPOSED END SECTION PROPOSED BUILDING DRAIN SYSTEM MM �Nllm3m LEGEND PROPERTY LINE, RIGHT OF WAY LINE EASEMENT LINE M> EXISTING UTILITY POLE EXISTING LIGHT POLE EXISTING CATCH BASIN UZI K= (2) CB. -S PROPOSED CATCH BASIN 0 EXISTING DRAIN INLET PROPOSED DRAIN INLET PROPOSED YARD INLET EXISTING, DRAIN MANHOLE PROPOSED DRAIN MANHOLE EXISTING SEWER MANHOLE PROPOSED SEWER MANHOLE PROPOSED HYDRANT PROPOSED SANITARY SEWER PROPOSED STORM SEWER SWT # STORM WATER TREATMENT AREA PROPOSED, HEADWALL. PROPOSED END SECTION PROPOSED BUILDING DRAIN SYSTEM .. �.fit-3t Now t MT.325. u .� 'Iii 1 334.0 :". 127 _ ' 62,-•'� 0. BSMTW. � OStdT.356r Et ' •.moi 139' 4 FF 359.€I�ss . BSMf .: FF 356.{} 6 8SMT.347 .. 'XXX ' • - �"'"�'. - `''1409Q FF 57.0@ `; �`� j• T,340 129 81Y 346;44 FF 356.0 1 r4m ; BSMT.347.0 w *+♦i" sir sw 0%60 ow 0 U&N . FF 349.0 r' 8#v"QUT 315.59 BSMT.340,13 1 FF 357.6 1 f< / " ... 1 1 � 130 � I FF 356.0 / s € BSMT.347.0 _ FF 354.0 j BWTT.345.0 13fi 131 v 3 d • 55 I t FF 356.0 SiR4 p8 OUT $ 34T55 FF357.0 BSMT.347.0 Fdm t ipf BSM T.348 Nlv N 94 `eX �,, . ,�\ ,r 06 NY 3428+1 /r7 #' ,� 34&00 3910 0 340.00 3590 �` �� �iF 54 1II 44 135 BSMT.350. • i! .! s a M&48 FF 347.5 RCP �...,, �1, 8SMT.338.5 INV .z 2ir Rcp RN 30.0 % t l: 1±191 INV. INV. 345,E s 134 .� °' xmw fm) FF 360.0 ,= 00T1351.0 " j INV 34," 15' k 219 -•.... .c 1B �p ...,,. MK 360.05 - �q .��0 • $ i ,...`"�,.. .�2> •„� -..,. --�, 4N1r1.o221 10 Atr1 '� I SVT -1 _216 O-1 . • ,A �--" , t. t ESROAMM -..C& 9 Wq Q d. 340.5 d . `... /SPI.$. * / ..."\.., ♦ it. f 0 WW P= FFE Dle , e JRV • • "Oti Rt Oal - ov 64 y ire " l3� Y. 33&•46 41V OUT ,` / f r sm Oil [� '* � 6tV, 34 (241 Ike " 226 22 / FF .375,0 Xy�} ------ T:369.0 %sMT.X6.0 228 71 ' FF J74; g X229 0-3 _._; ° 23 m 9kV. 364 t 3 Q WK 34230 r ` �. 110 OUT 4 m40 fix 35 �}y 75.5 23 Ot2b 365<5 FF 374<5 x 1 f 37150 BSMT.365.5 233 1 t OUT 36250 T.364,5 i � ,-- w232Div sm' : EXISTING DRIVE TO BE l ti CONVERTED TO EMERGENCY ACCESS 1 I i l 60 IF. IS f5' 55 if. to 15' RCP R6i 35375 ..�. 34$0 ES P-1 R41L 30.65 INV.1414 Ca' B L!/7L' ......ri..�. rrr rr .. a.. .� .�.► ma* rrr wowsum .4 mm ..r ....�.rM..... ..r. ....�r.�.�. .r. .....�.....�r ..e +d.r..r...r ,r.. ....r.....a.. .n.. rl w�.r.a.�wl.` _a i IG .: E1l G1, V4r SE ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY .OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. ANY ALTERATIONS DFS REVfSIONS OF THESE PL, ONE BY OR UNDER THE DIRECTION OE THE N' AND REGiSTERED E NGf E,ER TEAT PREPARED 4OOLATION OF THE "SYS EDUCATION LAW, , em Copyright 1998 a t 1�. 77 t 88g 1 CliLAJ I :+ :+ y 15or ~" Cr 250 �90Lt', Gf 37, lit f t e�7 rajy f 72, w. u C 56, is*RC 4 26.631.F. r) �} CV -�.. RCA � CC7 r) 101.48% 0 CN 15" RCP N 32( r , # a 3801 r� t r.� 3601 340} 3201 DATUM ELEY 310 .00 0+00 2+00 1+00 A Tn 174Z 17 'ES,, A C'ow#'&NTO `" I I I JRs�a I I 1 t :+ :+ y 15or ~" Cr 250 �90Lt', Gf 37, lit # RCPt 4 u? r) �} CV O 00 t`') CC7 r) N } 0 CN `" I I I JRs�a I I 1 �`��� kd., u .,." :., r.. :•u v. > ,a r , , 41, r'S 0+00 1+00 r 2+00 5+00 .. 4+00 1, ---3 TO C B i -1 .i M 0 wV - r.a C-4� 3 w i � i Y x )Ny z;co 22.8 i .00z --- 2 sz ^ } t a' x 34t3 15" RCP i m .- .- .- `r�i 340 340 .�._., y.;.r .... { JS 1SA Y N 04 a m rq 1 r y5 ' Q 1$ hi1_W S4 ZZ - 320 320 32 CP : * IN. N co fn 661 e 00ni S A >: >; Ar: r: t Q 2.{ civ' cv 18° RCP }P i �I I I 18 AKIN. i +.ri c> e:i cciB' ACT I C14 C4� - P 15 RCP 300 18" AKIN. 300 300 � { 22.07 it;! RSP .18' UN. 1. W R f t I PW�ff XL i 286,46 E } P co P { M fl) {4{4 LO 00 �' % LO (D 0) j } b Ito r'S 0+00 1+00 r 2+00 5+00 .. 4+00 1, ---3 TO C B i -1 .i M 0 wV - r.a C-4� 1 w i N i yJI )Ny z;co 22.8 i .00z --- 2 } t 1 15" RCP i m .- .- .- `r�i .�._., y.;.r .... { JS 1SA Cji ca N 04 a m rq 1 r y5 1$ hi1_W S4 ZZ - cV C14 CP * IN. N co fn 661 >: >; 25.92lf. t Q 2.{ 18° RCP }P i �I I I 18 AKIN. ci +.ri c> e:i cciB' ACT I C14 C4� - P 15 RCP S 18" AKIN. � { 22.07 1. W R f I i E } P co P { M fl) {4{4 �' % Qry (D 0) r'S 0+00 1+00 r 2+00 5+00 .. 4+00 1, ---3 TO C B C-3W 3+00 -� +e T-1 2+ 00 i Y WAW! 1-00 440 z 400 U] IFUZ / nf I R 0+00 5 p. m u� 360 9H 380 ON mm m ft r, r �Y4 �Ut� ldlll�iLcw� PI��i►�C F'��-t�I, rYyLc:��nr��� .i LO i s t } fsf 1 jj j I" cv cv � -ars ars i AMM t MSM i 18" m LO Lf) CN R 11Z27 Z:zny El" scw 360' S -340 ,)gip t 320 , 300. 00 .J �Ut� ldlll�iLcw� PI��i►�C F'��-t�I, rYyLc:��nr��� w 22.8 i .00z --- 2 1 15" RCP i m .- .- .- `r�i .�._., y.;.r .... { JS 1SA Cji ca N 04 a m rq y5 1$ hi1_W S4 ZZ - cV C14 CP * IN. N co fn 25.92lf. t Q 2.{ 18° RCP }P i �I I I 18 AKIN. ci +.ri c> e:i cciB' jI C14 C4� S 1 NNN { 9 f co P {4{4 z c j } b Ito �a P CAD 6441.1 RCP cn r �n cv co �, r ct> s cL� co cv Co 0"i Ln ati LO C� Ln cao6 ro p G LO i s t } fsf 1 jj j I" cv cv � -ars ars i AMM t MSM i 18" m LO Lf) CN R 11Z27 Z:zny El" scw 360' S -340 ,)gip t 320 , 300. 00 .J 2+00 1+00 = 29D. 0 design DR by drawn b JLF chkd by. �Ut� ldlll�iLcw� PI��i►�C F'��-t�I, rYyLc:��nr��� w a y.;.r CP P 18" IN. N 25.92lf. t Q 2.{ 18° RCP }P i �I ci +.ri c> e:i cciB' 2+00 1+00 = 29D. 0 design DR by drawn b JLF chkd by. �Ut� ldlll�iLcw� PI��i►�C F'��-t�I, rYyLc:��nr��� w a y.;.r �Ut� ldlll�iLcw� PI��i►�C F'��-t�I, rYyLc:��nr��� w afri Cl lkff#1 OEM Emil 320 �400 04 I Gi f*fg 400 L4CV400 499 Ole, o6 "Y" % *7 15 ee Z V4 U)'C4 IA. C) :v t,; asaoas 380 380 C.F. 57 R ?43 .7 �380 8 * 6 cs a ccs3 29.09 -360 6.89% 360 _Z5 cs '274 ry 150 RC? 400 klHtik 7 I wr54 42-27V. 1.00% le RICP CN 340 DATUM ELEV 330.00 LL DATUA( ELSY 330.00 Ul) C4 co u 43' ra ui 17 5s. 320, .91000 co tdi t CS Q0 P- 00 (o , F - re) te) - ro A An A^ AA afri Cl lkff#1 OEM Emil 320 =I — 2c T 1+00 400 888 04 I Gi f*fg 400 L4CV400 499 Ole, o6 C>0.7 C>O w *7 15 ee Z 00 C) =I — 2c T 1+00 400 400 L4CV400 o6 ee Z t,; asaoas 380 380 C.F. 57 R ?43 .7 �380 8 * 6 cs a ccs3 29.09 -360 6.89% 360 '274 (P 150 RC? 400 klHtik 7 42-27V. 1.00% le RICP 340 340 340 DATUM ELEV 330.00 DATUA( ELSY 330.00 Ul) C4 co YD G-12 T( c r r r k; f tit Jo 30 .To= go •• Oil 5+00 4+tau �+uu Z+uu L 13 'TO ES. L +00 2+00 r. TERAT ONS 'OR -"Rt"ASIONS p� " THESE.. �IPLI NS UNLESS ` A-1 CBla: T A t R 1 T i ENGINEERTHWTPREPARED ,THEM, IS A: 1,AT};CN THE N YS EIDUCATION "LAW. , ME l+uu 0+ 00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 l I 19x00+00 8+00 7+00 6+00 t. > d x > , S �i .fVtV hn X340 V+ j y iw I 4t} t b 320 4 DAT VM .L�'.�9V 300.00 .. �f{ r 420 ti PV f .e 71rMIN. J 21 •110104 at {co 15" PVC ... ::.. co 9Y 320 �! S .. '_ •* .'- k .. - IMM49.00 4 ` .. Y �? y)� V Soo 10 ` 4 �w�•�. . ou .. r f N. , y 380 18 4` �y Q 128A .. .� 15 RCP `. 4�. } 360 DA y 270.00 c� f 04 r NDATUM r too k 1 } JOI DM H 5+00 4+tau �+uu Z+uu L 13 'TO ES. L +00 2+00 r. TERAT ONS 'OR -"Rt"ASIONS p� " THESE.. �IPLI NS UNLESS ` A-1 CBla: T A t R 1 T i ENGINEERTHWTPREPARED ,THEM, IS A: 1,AT};CN THE N YS EIDUCATION "LAW. , ME l+uu 0+ 00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 l I 360 t. ti k S �i .fVtV hn X340 V+ j y iw I t b 320 DAT VM .L�'.�9V 300.00 .. PV 71rMIN. J 21 15" PVC ::.. co NOTE: E TO E ALL REINFORCED CONCRETEPIP BE CLASS 4_ 3-17 • s INM 4„ COWTY, NEE, Y } s a r SCALE: l 111 �' ' - - ! e i►Efflns "m t m i e i e- i i rt 360 ti k S �i X340 V+ j y iw t b 320 DAT VM .L�'.�9V 300.00 .. NOTE: E TO E ALL REINFORCED CONCRETEPIP BE CLASS 4_ 3-17 • s INM 4„ COWTY, NEE, Y } s a r SCALE: l 111 �' ' - - ! e i►Efflns "m t m i e i e- i i rt 17+00 16+00 15+00 MsEws ommors, 12+00 11+00 6+00 5+00 4+00 3+00 2+00 1+010, 0+ 77� L-TERA-11% OF--JHESE PLM ".--UNLES kf s.SfON D YS-LICCNSE' PRE JH M 'A RARED S- IY t. 41, 6+00 5+00 4+00 3+00 2+00 1+010, 0+ � ., , .` ,. ,:.. ,�. ,,, '. ,. ,, „ ,,,,: - „x , L.: .- -. .. , - ', , ,s.4 z ... ., ,, ' . r. ,.. : ,,. ..ir... - _ .. . f4 y.:. •. � In _ -- .. i ,.- v. .... :. �„p.. h.. 1 . .. :, • : , , ,` ° , . ,. ,. ..., ,,,.. .. ., < ,orf , ., , -. , ... , n ", `A .� :. r: w w- � , ° , ". ', . ;« s. s} til / ... ' -. . ' ,:. ' .- <_ ,, �.w� .. , f/ /�� - .., „ ,: /�y� `,., ,` ,., / �}� ... 4 .. '• " ,' �� ,.. ' ; .. ," x •,,ms�ss .: ,.... .. .w.' �.r ;.. , NA. r . , ,.-. , . .. .. ., - I ,,, , , , , s , '' 360 , , , , . ,, ti . , , re, :: ,..<,. ;,, , ,: - - ,.' , . . t .a f w -... , ,.. ..:, , '- .. .,. Q N N In . , , / r S h F^ w wt , ,. .' • .. > Z Z won MMM �_,, � �, „' : , S DIP - F.- ti' . ; . , ,- ; r , s`.. . , - �, ., . . p6 Lf """r""�,ur m�?? tf> w 2 ... ,. „ ,v ... .. ., ,t , , ,; ., ,• I r ' - ,. ' ;. - ., "`�• - ; }, a- 8 0 0 Z N �`; •.,, r, , 4,8 �`;.`� I" r _,,..,. z p w c � p,4C t ce it � 7 .�-�` -. > , . . 360 ` , ° • �© . , „ " , ; >, > , , , , �' " , �. ,`�' ',:: fM _ �.,, r `� `• -. „` v ... .°�° 0 5 lam` - ►�C4 , - _ ., , , o ,>.. . <; , ., , . �. , , , , -. .. . - wzz � 00 0 " It cis as r� r- 320 ".�. ,:,. „ ,. , r'7 r d d- - m t Vit- • .. 0 \ ,: . ,. , ,. ,. .:. � .. :, , „ , , .. M , .,: .: ` r , .2,,3 \ GRADE' 0 , ,:.. , , ."♦ Vim. .,, - .. .:- ,. # - M l-= t93 i 4 tY ta: tY , -: ,. " . ` ::; 1 ` I N, t-- 15 7 k F --- -, �w1 ori' O iY o , , . I ,�° �`V�"NN*�N NNr� rte"'""'• 3e �rrN"'"'r'rw.N. b rr„r, ~``` !.J P �,,, _. - :: T_ s, :, s _" 4 _ _ I- . 4 ' � ��8 DIP - 340 , ,t " _ I „ , ., , _• .f' , : , �: � , _ s, F ^ F- �.w N (6 r- I _ C? N `" 0 OS "i af3 aU . , .. �, ,a' �� .DA 11~'L�EV , T I-- N tf7 r- +f coi cv .,>,_ - - N W 't cQ 00 tri n r7 gyri x# u� �f- d- It r: f t+7 .. *3` cv n� CU r. � y��ff Wo. 00 �, -� N � � n N N ,, . ,, ' n n n n � N7 � 1 +00 0+00 5+00 4+00 3+00 2+00 ``�� pp MH Q TO M� Q , 0 N ai cit rn h- . ,, tV Q , —. ...�._...._-__,. !�{ _.____._ i-- - F -f- I 1-, �' .1f.1..� af), ,., ` .< 7 N� .. V :' p 2 . , . ., PR OPOSEIi 1 , .� z z _ _ � �- �- F- t� t N �-- . �. c�; , no t-- H- N tG _ , : - 2� �. „ GRADE ... " Z f . , ,, _; C4 - „ . . , t�t-•... .- 184 . .', F --- — _ _ 280 :` ,: I" $» i31P _ 162 _ LF ��,,; .� ._.._ — - { 8 QIP - 1. - % 1.00 , r. �,; > ' � , - .. z , ,' ' DATU" ,ELEV _ 260 00 - - r, , Ci -It Cis � . d' LO N � 00 N 0) 0 (.0 (0 ff -00 rlj co . 00 Cil I,- o6 r tl R 6 rl t� r- i r~ t'; r~ r; r- 4 r `d- r � � L tl ,. C'N N. CN CN N N N N N N N N N , N N -+. 7+00 0+00 6+00 5+00 4+00 3+00 2+00 1 +00 ,.- ,, `` ` .,,, , ,, , _ - ,: ,... ' t, .:"` , , s. . -, ' ^, ,. .s, .., CON77NUED FROM, SHE T 21 . Ca W ,r- ;. jot} } - EN.. ; ,. ry www. «•y�am I. 4 c� o c� N 00 *-- M 0 1600 � 2 F . Z '`� � F -1- W) T� t- t-- , A �,`<, I 1 V i . i i � } r ..,..- �w,w >.... . �j .. .. , . - N Y .. „ :. ^ - , . ,. ,:. r <. : , , , ` v . .. . _ , 380 ,, ,.. '" -' ' .. , .: „, v t'' +c, � 'N - - _ K0 .: .. ,: I 8 y+ s Y,,,, ✓"~ 5 y �., z$ L �' ' E ()7 iamvt/ F k. .- ' ,; :1. J d }I j € f i 24� L 4 j i 1 0 :. ' Mf �, S ark +y✓ h Z ZW �-- EXISTtP{GM �� ,, ,< ,, r- e . Y. i'_. w , . . j }j `. � �� + � y�/A • (� Y t' J ` #Xi`N p� te�r�.+,. tSi f mm. go / { Y� ... .. `A�� � 11 `` 'n n t--t-wlr�- �t1± 4W'W-7 ' �y , / �ti , - ,. i , "`""°__ ROPOSEI :. , , . , 34Ci >c '-�,' ,zz -- i (V} , - - i ..,... , , .. —_ :, - ., - z 0 F-#- ! �� , 31 LF .::; �' . , I ' �' , 320 � - ' �, I Q�� 8" {iP I I ,. 0 u N* __ -: ; , ,- - g , ifr 30C , . , , �, , 4 2`3 ' LF 3.08% a" Dlp` , . . I - >' ' . , Q . ;" , ,�. ,^ „ - > . - - . .�.,______ ____--____ . , t . »., :: ' in ° , < N M ; ` 0 " "r Y - r�i 0 cN N c5 cis � I � ' , ct� c� ao ci u� � ct� r. rw r� tri � r� 14 cia o c cv r 4 00 o Cs oo (.0 � � r� r - rn (0 C6 0) to C5 0) Ca C) cis a o a7 .- � c� 00 r� o � I" ", , 0+00 :. 1+00 `, 2+00 3+40 4+00 - 5+00 6+00 7+00 8+Odd 9+00 10+00 �. �� a „ . k, " , , , . .. . -n. t .:> ,.-,f : , , - " .'. , ... Ate ', A T R'AT S: I l ©F H PLA S UN "ESS L F 1QN 0 R S ONS T ESF N L . T ` , , , ., 0i3NL BY :'UNDER , D[ IMGTiSN :0 ` THE NYS LICENSED i - �.,�,� k - ,. ND ' RE , 51���D Fi�G(�E R 1f�AT �R�PARI D THEM; IS A -- , ori; ,1!#;C?I AT]C}N }' TI -IE 'NYS EDLfA1tflF L;AW. �, M< . 5 s -: _ ,.., , > -" ., - ' . ,` - ; .. . .. - 4 . t< " . ,, i" Fn. e -. 420 400 380 DAT M .�ri" 080.00 c -.i r- ,n:. . - ,, „ ,,,,: - „x , L.: .- -. .. , - ', , ,s.4 ... ., ,, ' . r. ,.. : ,,. ..ir... - _ .. . f4 y.:. •. � In _ -- .. i ,.- v. .... :. �„p.. h.. 1 . , : ,.. ,. ' v. .,..< , ,` V,:. .. , . ,. ,. ..., ,,,.. .. ., < ,orf , ., , -. , ... , n ", `A .. „ "' ., M.. -r w w- � , ° , ". ', . ;« s. s} til / ... ' -. . ' ,:. ' .- <_ ,, �.w� ! f/ /�� - .., „ ,: /�y� ,. / �}� .' .. ,,, „ . .:z .-k `._ ; .. ," x •,,ms�ss .: ,.... .. .w.' �.r ;.. , NA. r . , ,.-. , . .. .. ., - I ,,, , , , , s , '' 360 , , , , . ,, ti . , , re, :: ,..<,. ;,, , ,: Q N N In EXJSTiNG GRADE / r S h F^ w wt , .' • .. > Z Z won MMM �_,, � �, „' : , S DIP - F.- ti' . ; . , ,- ; r , s`.. . , - �, ., . . p6 Lf """r""�,ur m�?? tf> w 2 ... ?G C> t{± r, t� pa t�D r I s, , < _ , :, ; ` . ` ;," - . , ' ;. - ., "`�• - '' a- 8 0 0 Z N �`; •.,, r, ---- 4,8 �`;.`� -- -- �� z p w c � p,4C t ce it � 7 .�-�` -. > , . . 360 ` , ° • �© . , „ " , ; >, > , , , , �' " , �. ,`�' ',:: fM _ �.,, r `� `• EXISTING GRADE .°�° 0 5 lam` - ►�C4 -. .. . - wzz � 00 0 " It cis as r� r- r'7 r d d- d m t Vit- • 0 \ PROPOSED+%'#-- .2,,3 \ GRADE' 0 O Z z � .� ,... � . # - M l-= i 4 tY ta: tY , I 15 7 k F --- -, �w1 O iY o , , . I �`V�"NN*�N NNr� rte"'""'• 3e �rrN"'"'r'rw.N. b rr„r, ~``` !.J P - :: T_ s, :, s _" 4 _ _ I- . 4 ' � ��8 DIP - 340 , ,t " _ I �.w I _ .DA 11~'L�EV , T I-- rp r r, tf7 r- +f coi cv .,>,_ - - N W 't cQ 00 tri n r7 gyri x# tf3 d ,I �f- d- It r: f PO d n *3` cv n� CU r. � y��ff Wo. 00 �, -� n n n 6+00 � � n t n n n n � N7 � 1 +00 0+00 5+00 4+00 3+00 2+00 ``�� pp MH Q TO M� Q , 0 N ai rn h- . ,, tV Q ., —. ...�._...._-__,. !�{ _.____._ i-- - I �RG ;J� �� �' .1f.1..� ,., ` .< 7 .. V :' :.�' 420 400 380 DAT M .�ri" 080.00 c -.i r- 0 � In _ -- , -r w w- � � s} til / = ! f/ .w.' Q N N In EXJSTiNG GRADE / r S h F^ w wt 2 N > Z Z won MMM � �, S DIP o__Zo l/ �-- a- t-- Mc�c c r, ,- ; r p6 Lf m�?? n ?G r - '' a- 8 0 N ADE y A � p,4C fM .°�° 0 5 lam` - -. .. . - . r - 00 0 0 It cis as r� r- r'7 r d d- d m t Vit- • zl{ am ii gm s ii 7+00 1+00 2+00 3+00 4+00 smotolmoLo EXIST. 8" PVC K", A n. . . ......... . to N N M pi 6 M 0 n D ozo pn 0) OZ D c; Z Z M z z 0) W M " Wx 8" DIF Lai. W D 1.0 0% 01,Q0 8" DIP 0 10 lP CC ui 11e rl- co d)Q0 re) 13+00 14+00 to u. 0 0 z co 0 00 9+00 10+60, 11+00 12+00 U- j u� te) cn qzo 4c pvc 0-3-10 pvc —4— U- Z rsP + U) PROPOSED 0 5 1.�� W ro,5% tin IDIT oowe� 04. E X S'ING GR QP 1'� Lnj Ln 0 Ln 0 (D 00 o6 1+00 2+00 3+00 4+00 5+00 6+00 PQMP STATI N SMH F4 NOTE: ALL DUCTILE P, IRON PE IS TO 'BE CLASS 52. ALL PVC PIPE IS TO BE -35 MEETING AST 3034 REQUIREMENTS.' SDR M EE!. F5 28-98 6r, VILLAGE OF 5-7-98 T, RY E ROOK 3-17-98 Yo. 3710 1-23-98 W OR, K�,` ESTCHESTER PPNITY �,NE y F �3 -E E, TART, R: �'PR 'SAN vFl 11-25-97 Rev: j KAU Orig: h _Ale% HORIZ: 1 50' design bV xk INERT' 1 10, drawn b�, AO MOO %%qhfto PfIvArm NowdolF IN �nq chkd by. QR_ copyihg t 1998 :,; - 15+00 .. «, ; . ,.. : .. » : .1 ,< .e , ,., .. " - " i , - w . ... ,,. ., , -., ,.. .. .. - -. _ - ... - „ . , y 4 PROPs _ o g ? Z _ F -- „ yr, �: , <. o ¢ tQ 1, ` I ,. . � ... .. , . 0i .. ,' ,, ,. , , , _ t0 co , I ,_ 0 ,^i'3 tt� d C M con - , : .. - - , ,. 4. ,. > 1, I M Ir - _ .,,. 11 " , ": ,o- ., i= �, , . 1 _ ,. _ _ . 4 GRAD M- .. .. , -: - , ,: t. e ?G S ." .. 1 © M � .Ocgzo rf ,.: :: -= a�F0 .' ) .— 4k . II I Y ., i ,` .. ': : x. .. I . . � , ..:ll � _ .::, J <. ,.. .. .... t•.: _. t - .. i- I tx 44n W111 ,., ', �'" " s s '. /�lM.r�. f � � ,.: .� R, W)W(;W-+ (���`�`yy����,,y`1.y/,:. ice• ®V• �h py -w J MY W Wz t- M -, ,. y I I" ` .: v - © p t'`' 00 n ,; f - ' tf) M I- ---J-- K) Q) t-- � 41 QN 380 U*) Q • _ -' _ M0 . � �- WO:.- ( r., t- fL _._ 0I U-) (n(0h-H to a9rWm �UQQ c.zz F- F- tO its 7; m zz 1�1.. ` - 20 1-- *� V�!ui zz _ m�!r ! �:a �!i '` {{ It 0�F-- 'Z5 v „� 0 <: 380 x. ; I rt �: x m z z -- z z �Zz > t -� I � I I .. � � � I � I I I I I I I I? < — - , --J - 1 kMR - , ? \jC. P11 $ C0l9M 400 GRAS 4.3g� 8„-11 O - � f Nj � I __.. ,,,,,. .d.- -�-,- -_ � � P ei. I i to 0) O I I . I I - I � I I I 11 . I'll I .-- 1 - 5 rN �� 0 1 - 15+00 .. «, ; . ,.. : .. » : .1 0% 8" Dip 161-L�:DIPI I, ,v. ... ... ., .,r.,?' ,. ,.:.r 11 .r. .. ..,:..tea--� ;:z �. I 0 0 1 ,'; ,1 �_ PROPs _ o g ? Z _ F -- © 0z m m <. o ¢ tQ 1, ` I w . � ... .. , . 0i -- I ,_ - ,^i'3 . C I - , : .. - - , ,. 4. ,. �2, 9$ 8" Di Ir - _ .,,. 11 " , ": ,o- ., i= �, , . 1 _ ,. _ _ , . .; v ,,, :, .i -,, if 0 GRAD "ate -: .. .. , -: - , ,: t. e ?G S V)Frzz © M � .Ocgzo . . ; ,.: :: ': -tt: NNl � }�,, fn . II I Y - 0 - 1 - - , ,'L �- m m R, ML6 , © p t'`' 00 n ,; - a tf) 16 �00041 — ---J-- K) Q) t-- � 41 QN 380 U*) oz:) z _ M0 . � �- WO:.- ( r., , _._ 0I U-) (n(0h-H to a9rWm �UQQ c.zz F- F- tO its 7; m zz 1�1.. ` - 20 1-- *� V�!ui zz _ m�!r ! r 0 .z= '` {{ It 0�F-- 'Z5 v „� 0 <: 380 x. ; I rt �: x m z z -- z z r-- u7 . }�Z�F--h �» .«..N?0 kMR - , ? \jC. P11 $ C0l9M . GRAS 4.3g� 8„-11 Nj .d.- M F- P ei. I .00 to 0) _, I �� 0 1 iE 00Z 15+00 1 7 LF a 1. 0% 8" Dip 161-L�:DIPI �. I 0 0 1 ,'; ,1 �_ PROPs _ o g ? Z _ F -- © 0z m m �__�` o ¢ tQ 1, ` I w 0 0i -- I ,_ �vc 0 1.2` f' C � , p �2, 9$ 8" Di Ir I` ``' 0 GRAD "ate -: II`- I V)Frzz © M � .Ocgzo 3z c �u ': -tt: NNl � }�,, fn .«. E' i-- ice- 1-- « S! o `N, _ �- m m N N r r. © p t'`' 00 n ,; - a _ 16 �00041 — a ---J-- --53 � 41 ill :. ,' s �� 1, 380 U*) _ . � �- WO:.- tq `� , _._ 0I U-) (n(0h-H to U CF II -t --t-- cry W x c.zz F- F- tO its 7; m zz 1�1.. ` - 20 1-- *� V�!ui zz _ m�!r ! r 0 .z= '` {{ It ,y�C, 'Z5 v „� <: 380 x. ; I rt �: x m z z -- z z r-- u7 EXISTING GRADE - 18» kMR - , ? \jC. P11 $ t-- . GRAS 4.3g� 8„-11 .d.- M F- P ei. I .00 to 0) _, I 11 I'll , a , t : . « ', _ _ �; M , ,, .-- 1 - 5 �• --,] -. �., P "�- C 707 LF .__ _ `�T 8'0 ` - " .� "' T-� , .,.� ''" , z z 921.E o 1.0. � _ v $ it T to to *d- n h � , ,.... ..: ;., - ... GRAZE :� , .- � 8" "` '"•• ' 9 - - "� } ",. _ _, '<: .1. "". () 0 Z Q �- r 1. I 3 tF 11EXISTING - Z2 GRADE �� .. V y 1 .' „ - z z5; Zen .. rn- t-1^- tomm I I I I .1 11 �' "� I -� �1�1 � �'e` �' , � I "I a I I 1-1 I .1 1 I � 0 ILl� IC 8 s z 8'' *4 u '%� illillillillilllll *"*% -...,` r , n 9 J ul 0 gezz ; It m!� > f I A PVC ---- --- - _..____J_—._ w _. --_ _ _-_ ,, a. ,_ ,. ., to i�"/.�, I in (O N .. 6 — P0 ': 'd' �.^)) t� ., pN 0! V - 1RIf — 00 .. to 00 � �"'*... /rW6 4Qy , - p/' --y e �4 `. to ] - I ,. Q 1 t +00 12+00 -, ,; « ,. - -. . - ,. R`� .. ,;� . .. - .. •. ., ,: , � ,. >. 0 , MH.. " » _ i , :, h. . -1 Ak ` 1`. I jr 18° til. # 47 1 X22 LFA` r 70'"� 7-- r �, E 79 . I I � I : �� I . x4 , , '-'�' I '' , I '-�--""t-' I I I 11 , I I I t I I - - ' I I � " � I I I I � " I � " �:4_ ti L , ' I . I 11 I � � __ _.__ _.__ _ I ______...___�._.___ _, �.__ I I I -1 I ' fBELLEFAIR --k- , ' 1� ' . ' I -.-- 201 Il I - F ?. 0� gN PV C v IkI " I I I I ,. a I � `' VV , 1, , ,¢gyp:"", �✓ „, k+a. v? '4 .< � � LAGE (gyp-�j', � x.. , ,, I 11.. , I �r�' .a ,., "'�-r�.' .. .. 5--7-9$' "fir 1:.,. 4 f' -, RYE BROOK ,1. 31798 11 . 1 3 LF 1.(}0% °� `z 1-23-98 Q. i+ } f � F >,,�" - +*ice r� , 1 ,` ,"' , g I 1-7-98; 11 25 97 ff) 0' .: ` ARY iii 1'"l��111.. I I'll, 1-- I ! I I .. N i N - C{3 18" 18' M . ," ^ -.. :., : _ .: .. PVC . ,.. ,¢ lq- rri _ - c� i S . ca moo gm Pg� (6a - &a,;k ' # # ; ,. , . � ,J „3. ,, f 11, t I I 3 � 1+ I I 18' . 0+00 1 +00 .... 0 00i, 1+00 2+00 2+00 ,,, . _ �, V :. ''I"', I I . I I I � - ^$ *S"�* M H - S2 IQ, M 8 5,2!; ; ,' - I I �. , ' I I I � t- I 11 , _. ,.,a � , I , I 11 � I I , I - I I " _ w 4 I r' _ _. 'i I t _..... __ , __ _ � If a-.� I I v I -, ,, I ,: I -.u.. :;, , , , ,,, R TER N T# T €< PAR TN M ;. { , .ANCA , EGA ED E. G#NEER A RE ED E S A --- 11 .. _ ,�,. _ ' ` , « ".y' ._ „ ,m, V# 0 # C THEN E CA L F Y TI ' AVS.` OLATI C}U - z . a , t , , - _ ,: - y : ---..---1----------1.-..___ Ct? {V T- Ci> . `. co r- Ca ( tX7 Ci) tf? CFi £A c�i (Z C 7 t1e) C-`r')A.6 �r 0) G? m N 1< 14 t -i co m c0 L6 Ls �-; N ei Ca CU N t 3 N — r -i LO i6 n c6 n 06 0 C6 0 C6 0 ' c"i 40 r - N7 m n 0 ) N } m I 0) re) Go I n 00 , nPri. I~ h i`'«. n r- r- rn r- 1117 r- n n., ") -.<,, -") �, `""'t (D � (0 N'S (0 U-) �0 I I0tf) n ro to N') if) N's LO N} Ltd NO ti) n L t'r3 LO n 114- n 11 1+00 15+00 14+00 13+00 12+00 1 � -t 00 11 I 11 . �. F „ ,'; ,1 8 , . rn rri a 00 w 0i -- I ,_ •-- a00 �,, � , p X I` ``' 0 "ate -: II`- N N.- w zz -•- - 3z , , ... . ': -tt: NNl � }�,, fn .«. E' i-- ice- 1-- « S! o `N, _ �- m m N N r r. © p t'`' 00 n ,; - a _ 16 �00041 — a �- -� p c � 41 ill :. ,' s �� 1, 380 U*) _ . � �- WO:.- tq , _._ 0I U-) (n(0h-H to ¢ � 7 II -t --t-- cry W x c.zz F- F- tO its 7; m zz 1�1.. T- v r4 20 1-- *� V�!ui zz _ r '` ,y�C, 'Z5 v „� <: 380 x. ; I rt �: x m z z -- z z r-- u7 EXISTING GRADE - �- -- -' 08 , ? \jC. P11 $ t-- . GRAS .d.- -- P ei. .00 _, I 11 I'll , a , t : . « ', _ _ �; M , ,, .-- ,� 5 ,. . ; � ' - "" EXISTING z ,, , .,.� ''" , 921.E o 1.0. LA,IA, h � , .. _. ,.... ..: ;., - ... GRAZE :� , .- � "` , ",- a ''e. ✓ ' 9 - - ",. _ _, '<: .1. "". N �- . 8' 3 tF . - Z2 � I �� .. .' „ . r*a � . _ 11 �' "� I -� �1�1 � �'e` �' , � I "I a , 1-1 I .1 � !��" � 0 �01-48% t- I I 3fi{} .,a: i�' r , , ,' f 16.� PVC ✓ ., :. ,, a. ,_ ,. ., to i�"/.�, I in (O N .. 6 — P0 ': 'd' �.^)) t� ., pN 0! V - 1RIf — 00 .. to 00 � �"'*... /rW6 4Qy , - p/' --y e �4 `. to ] - r ,. }. '. 1 t +00 12+00 -, ,; « ,. - -. . - ,. R`� .. ,;� . .. - .. •. ., ,: , � ,. >. 0 , MH.. " » _ i , :, h. . -1 Ak ` 1`. I jr � I �' -11 '� - I I �''� , 11 -t1--':' , 111'1'1�11'1111� , , _'_'�'�"'��'�-�-" - """", -. I I I . I I I I 11 I � I I I � � I �� I I 11 I I I . I I I . 1, - � I � . � I I I -11 I � -, I . I 11, I - ''I'll'',- , I I I � �, E 79 . I I � I : �� I . x4 , , '-'�' I '' , I '-�--""t-' I I I 11 , I I I t I I - - ' I I � " � I I I I � " I � " �:4_ ti L , ' I . I 11 I � � I - .; 11� -1,11 � I.m 1 .' _:- I �' ",.t , I „,,, ” ';�"' � '� ''I I ";-"�"',' I I -. . I I I I -1 I ' fBELLEFAIR --k- , ' 1� ' . ' I -.-- < , L �it1. E C' i.. �` �' " v IkI " I I I I ,. a I � -;1111;� '�. , , -t, I - '� -11'','', VV , 1, , ,¢gyp:"", �✓ „, k+a. v? '4 .< � � LAGE (gyp-�j', � x.. , ,, I 11.. , I �r�' .a ,., "'�-r�.' .. .. 5--7-9$' "fir 1:.,. 4 f' -, RYE BROOK ,1. 31798 11 . 1 s"; `z 1-23-98 Q. i+ } f � F >,,�" - +*ice r� , 1 ,` ,"' , g I 1-7-98; 11 25 97 ff) 0' .: ` ARY iii 1'"l��111.. I I'll, 1-- ''I"I I "` „ . -.-. .. CC3 .. N i N - C{3 0) 17 Or . 9 97 9 . ," ^ -.. :., : _ .: .. { VERT. 1 = 10 C� 1 ,.. ,¢ lq- rri tib - c� i S . ca moo gm Pg� (6a - &a,;k ' # # ; ,. , . � ,J „3. ,, 1}"+{ ('� +r y. D{�y i1 l it 11, I f .,r y 1 I Cop ht 9 8 PYt 9 3 � 1+ I I _,_ 0+00 1 +00 I � 0 00i, 1+00 2+00 2+00 ,,, . _ �, V :. ''I"', I I . I I I � - ^$ *S"�* M H - S2 IQ, M 8 5,2!; ; ,' - I I �. , ' I I I � t- I 11 , _. ,.,a � , I , I 11 � I I , I - I I " 9 , 1 1 1 r' . e ; ,' v .. �- � t"'-'�'�.'-"-'� ""�-'-:"��' - - , , s # A#TERAT#aN OR REV#5iN` 'tE,LNSE PLANS, UNLESS . -, ,, DONE`BY R UNDER H R< , E EN E ,: -.u.. :;, , , , ,,, R TER N T# T €< PAR TN M ;. { , .ANCA , EGA ED E. G#NEER A RE ED E S A .. _ ,�,. _ ' ` , « ".y' ._ „ ,m, V# 0 # C THEN E CA L F Y TI ' AVS.` OLATI C}U - z . a , .. , - _ ,: - y : < , :, ,, >. ,. . - - " 11 ' , r: t , . x .. ',. , :x .,. . . , _ I 0+00 N OWN 7+00 Z• 5+00 4+00 3+00 2+00 1+00 0+00 11 11 8 rn rri a 00 w 0i I •-- a00 °`'" 5 z o � , p X w zz -•- - 3z 400 o `N, _ �- m m N N r r. © p t'`' 00 n ,; - a _ 16 �00041 — a �- -� p c � 41 ill :. ,' s �� 1, U*) _ � _._ 0I U-) (n(0h-H to 0i �nN) M p- ZC Z � c.zz F- F- tO its 7; m zz 1�1.. ve» � 20 1-- *� V�!ui zz _ r '` ,y�C, 'Z5 v „� 380 x. ; I rt �: x m z z -- r-- u7 EXISTING GRADE - �- -- -' 08 , ? \jC. P11 $ . .d.- -- P ei. 6 . _, I 11 I'll , a , t : . « ', _ _ �; M , ,, ,� 5 z /� 921.E o 1.0. LA,IA, .: , .. _. ,.... ..: , ",- a ''e. ✓ . 8' - .. .. . ,, " 'i . _ .. , , ,. „ ,< .,a: r , -1 a ., ,, a. ,_ ,. ., to i�"/.�, I in (O N .. 6 — P0 ': 'd' �.^)) t� 0 (�L./�'^�}� N r-" I] — 00 .. to 00 � �"'*... /rW6 4Qy , - p/' --y e �4 `. to ] }. '. 1 9+00 10+00 11 +00 12+00 13+00 14+00 - .� -. . - ,. R`� .. ,;� . .. - .. •. ., ,: , � ,. >. 0 , MH.. I , I , I � I'll I I 1, - � I �' -11 '� - I I �''� , 11 -t1--':' , 111'1'1�11'1111� , , _'_'�'�"'��'�-�-" - """", � I I I . I I I I 11 I � I I I � � I �� I I 11 I I I . I I I . 1, - � I � . � I I I -11 I � -, I . I 11, I - ''I'll'',- , I I I � � � �,'�4-'�A ', "�"%�'' - -"'4t'.;" '' "'. -" -"'��'r - ','��-'�'�r; . - I I I -I - - � � I , I . I I � I : �� I . x4 , , '-'�' I '' , I '-�--""t-' I I I 11 , I I I t I I - ` � - � ''I 1� '':,, I I � �� I , �11 1, -1 '��-;v�' - t! vi - b I, ;-"'Q U " 1; "'.-"-'i I � I I � � I'll I I + I-� I I I , I ""--," I I - -, I I . '&t, '' � " �:4_ ti L , ' I . I 11 I I . I I '-� I - - I II � I I - .; 11� -1,11 � I.m 1 .' _:- I �' ",.t , I „,,, ” ';�"' � '� ''I I ";-"�"',' -. . QMCAf tasil'43Pv.'Y, FN ,�l rte..t I I I -1 I ' fBELLEFAIR --k- , ' 1� ' . ' I t ' 1� "iv , -11 T � ' : z1- � t". ,. L �it1. E C' i.. �` �' " v IkI " I I I I ,. a I � -;1111;� '�. , , -t, I - '� -11'','', VV , 1, , ,¢gyp:"", �✓ „, k+a. v? '4 .< � � LAGE (gyp-�j', � x.. , ,, I 11.. , I �r�' .a ,., "'�-r�.' .. .. 5--7-9$' "fir 1:.,. 4 f' -, RYE BROOK ,1. 31798 11 . 1 s"; `z 1-23-98 Q. i+ } f � F >,,�" - +*ice r� , 1 ,` ,"' , g I 1-7-98; 11 25 97 I . ARY iii 1'"l��111.. I I'll, s ' " «� ;. '' �T, ''I"I 'r- 11-11-97 Rev11 1101 <I ., ' - �� „, s `- I SCALE 17 Or . 9 97 9 } Lnm= 0@0ww 121 C 0 P _, r',` f ._ , { VERT. 1 = 10 ds b DR e�r�I'll 9 Y 11 11 _ ,r. drawn by A (} ca moo gm Pg� (6a - &a,;k ' # # ; ,. , . � ,J „3. ,, 1}"+{ ('� +r y. D{�y i1 l it 11, I f .,r y 1 I Cop ht 9 8 PYt 9 3 � 1+ I I ' „ �,. ,...w .w 'v I � �3 I � I 1 . I -f " ,,, . _ �, V :. ''I"', I I . I I mmwmmkm�, .. ., � r, ''I I �: :' ,..:, ; ,' I I r ' I r � I � .. . -1 �., 11 I I � ': .. , :... ,. r I I . � I � I- '' I r . � I - '-��- I ' ,., ,:' - ,,,- 'r ,. < ,. .. ,w ,:;�' 11 yr -x ria+* .:.. t I " I -, 1. � ;. I � 11 I I I -'. I - ��' - �- � t"'-'�'�.'-"-'� ""�-'-:"��' ti i %,, .J i 'q f-41 4fvuAi� WITH ASTMC 8" DIP INFLUENT PIPE Typ. I VALVE CHAMBER WATERTIGHT SEAL Typ. t 26.12" WATERTIGHT SEAL EXPANSION TYP. JOINT 8.12-f 9 -OC f- 3/4" DIA. S.S. ANCHOR4 4 ANCHORS PER PUMP, 3.3 KIP UPLIFT PER BOLT. COVER 3.00 Jo COVER OPTIONS u It lime 8" DIP INFLUENT PIPE ON aox N NA 7 GATE VALV,�, SU PLAN MEW FOR, AUGNMENT 4 WA TERTIGHT TOP RAIL- 115 SEAL WATERTIGHT TYP. SEAL TYP. 2- MCSH, 9 GA. - NYSDO 4 -SECTION 7110 =0.3, VINYL COATED - 7 MIL, EL 341,00 py Gomm# 1,5'-O"± POLYPROPYLENE MERCURY LEVEL -Eu CONTROL, INSTALL 1 1 TRAP CLEAR OF ALL 71 A INFLUENT LINES REINFORCED PRECAST CONCRETE VALVE POSTS -0 lo' -Oft to c START CHAMBER, WATERPROOF 4 FT. MIN. DIA. 41I)ME RAIL LAG INSIDE AND OUT 7'-4";� 4 4' Sch. 40 m - - ---- DISCHAR GE PIPE BOTTOM RAIL i 5/fr 0 EL 337.50 AND FITTINGS 4" FLYGT HDL TYPE EL. 3,37,00 ST L INTERMEDIATE GUIDE RAIL SUPPORT PRECAST REINFORCED CHECK VALVE REQUIRED FOR GUIDE RAILS OVER CONCRFTF WFT WFI 1 13 FEET LONG. 7.75 ING i0vERALL MOTES 1. FLOATS MUST BE INSTALLED OUT OF THE INFLUENT FLOW TO AVOID TURBULENCE. 2. ELECTRICAL CONDUIT & FITTINGS ACCORDING TO STATE AND LOCAL CODES, 3. FAN CAPACITY TO EXHAUST 30 AIR EXCHANGES PER HOUR OPERATION TO BE CONTROLLED BY DOOR OPENING ENE COATED RON STEPS IFORMANCE ,STMC-478 COVER OPTIONS lime 7.75 ING i0vERALL MOTES 1. FLOATS MUST BE INSTALLED OUT OF THE INFLUENT FLOW TO AVOID TURBULENCE. 2. ELECTRICAL CONDUIT & FITTINGS ACCORDING TO STATE AND LOCAL CODES, 3. FAN CAPACITY TO EXHAUST 30 AIR EXCHANGES PER HOUR OPERATION TO BE CONTROLLED BY DOOR OPENING ENE COATED RON STEPS IFORMANCE ,STMC-478 �, a . .. , , s 1, "I ry , �: PIP£ IN Ear g , ... : , -_ _.. ..' . . , , " .. , ':4 t1 #i tP #.L � �. .^, . hti: .. �',. .FRAME, CrRA1Ev . 1.MANHOLE FRAME 3c COVER NO. 154MARKED "DRAIN" ;�, .... i' µ t�� ' . :.�,- 21 �» t1 1 2 RYE BROOK, N.Y." OR 3>+ . APPROVECI £QUAL. SOS 1D G4VER; .: w x,..,.': ...; . _' : �. , „ .,... ,. ., ,- ,, _ CUR CU T __ r I TV1�0 PICK HOLES' (TYP. BRING TO .,,. , ,:. ., ._ :.:.. :..,.., , . _.. _. , _, . . - . ... ., '. . c. .. .. : ,,. ., .. 4 ... : 1 , �� ..r�. 1 , . .,...� . .: ,.... - .. - ,. GRADE WITH AD VVI �. , , _... __ ,. , �. ,. _ .. " 4S �s t3CKS � _ ., CQN E3�. c. 1 : µ K BRICKS r lvlORTAR -....- 1 MAX. . ,'� 20 27 O A8_,, , : 35 t9.3 �" 4 s. 2 5 1 J}4 x. jy t 1 1 4 21 z r _ v 3tF .- 2 T , .- 1 ..,., , _,., T Aid S Atsiq �� .. .1 15 :...: . -•., _15.�,:, ... , , . ;:v:,. . �.. ,.. ... ,. ,. �, ,.. , ,: ....., �jj ��55 [� �,,,( . ,13 , ..., . Glt. ,. A DIA. , , ° ,, .. ATk# BASIN � .: f.. �T , . <, as uR ._ .. TR UNIRO t G 2 0 Hu.l. � � 10 '.� . _ ,r ,- ,., ' .T' yr , _ , E3E �, P 2 '7 6' 101/2 �..._ , ,��, �; ; . > '... . "%;. ..' �. .. . , � .: P'�Y CCI, ,,. , . - . • . A ' 11E0 ,_ PRC} . K .+"Tl% _ , :- • , , . EQU L E . (d)- Ei „. �; " . , ,.. ,,.,¢ ;, , ,; _ ?# 'da' 4 _. w ,:. ,. , _ �. , — .. ., , .M w.M.+w S. CRUSHED ��+_z- Ct�t A BA's 6 "'r, 648 .,....,� 48" �' `STONE ori , �''` j` i - — _1,1 -.,. � I �'l 1 — � I � , I .1 , "I Nz , . , 1/0 1� ->-- I ! �1_ 1�: R,�X/P/ /m/'l// // I _...__ . 1 4 1 1 , ., r:. ",:, , , , r � � " , , / : *11 11 , le , I I . I � I . I . .� UNDISTURBED ED : ' , ''' BATCH . ' BASIN CB• i . , , [ £ARTHa�fr•11 2 Z l2p O.C. -,.._ - A s�. V I 6 OF CRUSHED PROVIDE BOOT 13R STONE N.Y.S. #2 1 60 .. RING FOR PVC OR DIP PIPE OPENING _ IN MANHOLE lo � I I I � 6" OF CRUSHED 1 �II I I 1I1 , , I1 ��,��,�'l,l.I�"l I �ll �,'� 'I - ,I ,��l . ���1,,I', ll�i 1'1I.I'll1 II , 11,��� I ,�,II, ,��II "I1:I 1 II I �. 1, '- l�I l �I� � I II I . I. I 1'�-_'I � �4 C� I I I I I CAST WMI PLATEI I I STONE N.Y.S. #2 I *""111�� 1, „� lioll --- I A �-. . CASTHu- , I I I I � I 1-�. , F, x p” :'X', N \/ \/' 'fir' - , J /' / / 11 F: 91 0 I o e MIN. 6" 7/8 3 3/4- , 'NOTE: R T M PRECAST STRUCTURES O MEET H-20 LOADING REQUIREMENTS . 2" 2 ��, I 120 O.D. 12 BRICKS &"II I 1. i . -1 I MORTAR —�- 1' MAX, , v/lz /Jrv\. vv J,� ,�'�, \ /r T F � NC� .vim , 1 l /i. J/. �P o sE � F�ANGEo 45• ELBow � ` v / / \ I / vT F PIPE v �'OPO S - ,. .PPROM E BOOT OR RING FORSTEE SD o STEEPS _ , _.TAII11 \ \ - — --- SEE DE L �'� P OPNIN � ) w x .PVC OR DIP IPE E G T �, (SEE DE AIL}// � I'I MANHOLE TYP.N \ S ITA o COMPACTED U BLE BACKFILL 12* LAYERS a. � V -r►--^---- -+•-- ~' __ __ _ _ _ . B * _ -- 48" rt „ -� "., . "+ i A. OMPAC D , if 1 I C TEc:_ .r.,.�. 2 2 U _ __ l R GRAVITY SEWER ''� o L_ —I i ai BACKFILL . . O .,' _I ' . ..t - 1µ '�� 1/2 O.D. COMPACTED SELECT x TROUGH—NTH MINI UM ro - p X BACKFILL TROUGHi M / / ,f I� OF 0.10 PITCH ACROSS / % / / J`�/\/\ �. \ \ \ \ \ \ --- \ \ `� `\ r \/,X/ /. 6" 2 CRUSHED STONE OR MANHOLE ,�/ r\/'\j'\/�/'�,,I �� \ 11w AS DIRECTED //. /� 6 OF CRUSHED `'\/ \``fi\`% NOTE: NOTE: STONE N.Y.S, #2 = PROVIDE BOOT OR R S T M T PRECAST SiRUCTU E O E E TRENC�j j�j E RA i R PV OR I�IC1 ! BEDDING INDIVIDUAL HOUSE FORCE MAN LATERALS RING FOR C H B VV TO CONNECT INTO MANHOLES 'NTH 45' H -2O LOADING REQUIREMENTS DIP PIPE OPENING D.I. '� # % DISCHARGE ELBOW. IN MANHOLE M (1 I . IPE I 11 Y RI11 [ , . � _' "I I , �, �, I 11 NG FOR BOOT OR RING FOR PVC OR fiO" N.T.& VELOCITY DISSIPATER MANHOLE IN PIPE OPENING IN MANHOLE """""` FOR SEWER FORCE MAIN DISCHARGE sI 11 chi 2 - 6" OF CRUSHED ,, STONE N.Y.S. #2 ;,, M FRAME AND COVER "CA&'BElt v� `11 I ND, 1254 >AR 'RYE N.Y. . / / ,� l / /' ,/ ` f' ''\`� \`�,1`� \\y OR APPROVED EQtiAL SOktD cVER /v\''`v °\%v\,'�Ay�y`�.! ;; 1/.. //• / //.,.' ( PICK HOLES, TYP.) \N \/' // ROCK EXCAVATIaN ,/ I r TOP OF RtiCK & N/ I I *cn E '�' ,W,i� TEMPORARY PAVEMENT I 3 3 4 2 MANN - , fli 44!74 » " 4 " REPLACE WITH 3 21 2 -i / BLOCK OR PRECAST , 2 '. CAP H T N R eRUS ED S O E O CONCRETE C CONNECTION BETWEEN , r- MAKE SMOOTH Ct}N ECT ON BE WE _ A RA S B ANKRUN G VEL INLET OUTLET WITH SPLIT PIPE } NLE D Oi3 ,F ' 1 " 12 2 0, ,D DIRECTED. D F APPROVED .. FORMED VE , ., � 2 2' OR CONCRETE Mi 1 » ,, 9 1 4 ,>.�. V X13 1, 4 � ,. ►- / �-�: � .� ..._. BY THE ENGINEER. 1- ;; , z / w 4' DIA MEN. JOINT PIPE STEPS SHALL BE PLACED n 2 1/Y— APPROXIMATELY 12" tN+t ' pp h �+ (TYP,� 45' E ND`MANHOLE. BASE CENTER FOR THE FULL ' DEPTH " CL \CX21/,' WYE 4" AlTHE MANHOLE. NO STEPS VALE CROSS SECTION 6" UNDERDRAIN BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. f,/ , «a CONC. PIPE T NOTE: �/ I - PRECAST STRitCTURES TO MEET i E D E 1 A i 1.. H-20 LOADING REQUIREMENTS 6® MPJ CRUSTEDI I :H I I � I I � I I - I I 11, I I 1 " I I " NOTE: STONE N.Y.S.D:O.T. SIZE NO. 2 1, ,,�f,y,�,�,,,, NOTE: PRECAST C{NCIETE SEWR hANNCLE SIH. TEMPORARY PAVEMENT SHALL BE PLANT \1' / / �\%,/\\ MIX BINDER, NYSDOT 403.13, 4 MIN. THICKNESS. NQTE: , , \ I PRECAST ,STRUCTURES TO MEET )I I I I ' . CAMPBELL FOUNDRY COMPANY PATTERN NUMBER 3131C "RETICULINE GRATE" FOR LAWN LOCATIONS EA . ._..___ ..' , :. $» 6» $ RTN .,I ff,��--,-, `_--� , I �" ;, I ,I ", . � , I "I-� 1,1 I 1 1I,, , I� . ,� �I' , , . , ,1/ 1 � I___� ,� . � I � I � �I . NOTE: , PRECAST STRUCTURES TO MEET II I , II � 'I \\� n'.1,A.- '1 \ 1 I I >. I - H- ADING REQUIREMENTS 1 10' 2O LO 10 I I . r I I I 8" PVC 4•,. /`� - w' CAMPBELL FRAME AND GRATE t ,, J PATTERN NO. 2915 OR EQUAL 11 f $:„ DIP MIN. LENGTH 5' FINISHED GRADE INSIDE 4: SELECT FILL TO EI£ PLACED ” \// 4 } ./ 1 I � ', ,,,� l�, I 5�7\�6���j�//���.17�X, -,,� X/; �I . .1 MANHOLE �; IN 8" LAYERS ARID TAMPED I OFI )� � ,� 1.I � . I4A� �I, - .,�,�-.. AII I I II - I I I 1 ---I r a F/ CONCRETE ENCASEMENT 6" Mi. %i `/ 2-O" ALL AROUND II 3/4" CRUSHED STONE \� f 5ET #3 REINFORCED ROD f 12" ` MAINTAIN 2' CO1�ER OVER DRAIN LINE 4" 8 GIP , I VERTICAL THROUGH EACH �\ PIPE `'/ u' BASEMENT FOOTING DRAIN r/ I s, BLOCK THEN F{LL WITH \\/` g PVC SDR35 DRAIN MORTAR; USE HORIZONTAL /\/ 1\ I , ll BLOCK REINFORCE MESH ,\ " FOOTING DRAIN AT BUILDING r BETWEEN EACH BLOCK. '�/\\�\\/ �Jt i _ �3`/\;/r;/N//` ,'r /�`% �`/\\ ' , , /� \ COURSES N I I 11 ,� , 0O . CONCRETE BASE 6" CONCRETE PARGING ON OUTSIDEf \ FACE BOTTOM 3 CCIURSES ONLY I 1:2:3 MIX %J 1:2:4 CONCRETE BASE �\ II to I I 1 /'l'/�, j�,,l,� DAYLIGHT DRAIN IF POSSIBLE f1i,�J,`�,�f/f/J ICI MANHOLE NEC`I {PROPOSED " i CB E N.T.S. 1 11 f 4'-� 4" 6" � NOTE: T NOTE: FOOTING DRAIN INVERT AT BUILDING L — — — J FIN, GRADE TRENCH FOR PIPE VERTICAL JOINTS ABOVE THIRD COURSE SHALL MUST BE A MINIMUM OF 12" OVER AFTER FILL BROUGHT HAVE 1/4" OPENINGS. RIM OF STRUCTURE USED FOR OUTFLOW / - .. --,-,- TO FINAL GRADE ,. . a! 1DRAIN m FOOTING !'1! 4' MIN, COVER__ ,`' ._ WIPE, DIAM. "D" N.T.S. u, ° _. _ 8» MAX. UFi __...___ __ _ ____ ,... __ __ .__.._ UNDER PIPE _..— ---------._ _.__. ___ _ w _.. _ 2 11 -___.--,. .._.-__..___ __._.___.__._..__.,—_-______�_;_..__- 1 __ _ _� 98X COMPACTION — \\ \j \/� _ ___ _ _ __..__ TES & CER FIED �./j�`/ /\/� / . __ _. ____.w. __ _. __ BENCH EXISTING SUBGRAD£ �/. /\\ .----FE WHERE SLOPE IS GR£A I 'or THAN 1 ON 3 HORIZONTAL ~""" .� � / CERTIFICATION OF COMPACTION COMPLIANCE BY A N.Y.S.-P.E. OR N.Y.S. APPROVED TESTING LAB IS REQUIRED FOR ALL FILL. AREAS UNDER PROPOSED WATER, SEINER, OR DRAINAGE w STRUCTURES AND ALONG THE PIPE LINE AT 25 FT STATIONS IN EACH LIFT OF FILL. PLACED11 I 11NDER PROPOSED PfP11 ES. °I 77�7 NOTES: �' i SEWER: N,'r S.D.O.T. SIZE NO. 2 CRUSHED STONE I w » _4 CLASS 52 DIP IS REQUIRED IN ALL FILL AREAS & ALL AREAS OF DEPTH OF COVER GREATER THAN 10' ,(AREAS OF POOR FOUNDATION OR QUESTIONABLE 4, ENCASEMENT 6" MIN. ALL AROUND --FROM 8 � - PVC TO 6" BEYOND I'LG. BEDDING IN THE OPINION OF THE VILLAGE ENGINEER MUST BE DIP, PIPE MATERIAL MUST BE CONTINUOS BETVIEN MANIII3LES, PICC PIFI SDR-S.EETING11 SH TPtECE OR SWEEP I ASTM 304 AS MANUFACTURED BY JOHNS MANVILLE IS ACCEPTABLE IN ALL OTHER LOCATIONS, LATERAL CONNECTIONS MUST. BE MADE WITH 4" . I x FITTINGS. LATERAL MUST BE XHS ClOR DIP CLASS 52. N 1 " ,'. /" .` % IP CL 2 -1 I` 4 STORM, SEWER AND WATER PIPE: 4 XHCi OR D J Iv XHCIP f���� I THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR OR EQUAL" PIPE MATT RIAL .FOR THE PROJECT. rr. 1/4" / FT. OR A.Ol.B.E. .. ' SEWER A i i R# t"11 � W STORM UNE l 1 i #..�. 4.4r' i 1 I" \J ��/ r�\�J/% f , 1--23--98 g / / /, /z /.,. FE` of I � I , E LL E F A I R .. 8"x4" DIP TOWN APPROVED "FERNCO" 1--7`-98 ,4C O � I I ,�I'll � I 11 OR" "MISSION" CPG. IR 1, OR Pvc WYE 8-1 --97 11, I VILLAGE { NOTE: ?-18 -974 j. . f ; ,�,11_ .j . 1:1� I RY BROO IF WALL EXISTS AT PROPERTY LINE; EXTEND . 7-10-97 k . , , SERVICE LINE UNDER WALL. _� v �-2fl- 7 WET E TE COU N TYP N F W-' FS C N 4 W ,TO XN Cl OR 5-5-97 ��"AI DETAIL - -- CONNECTIC} " ° 3--10-97 , Kt� Rev , 11 I . I. a """ I11 . 1 DIP CLASS 5_ �11 - . . 2 SANITARY SEWI I " I ER SERVICE LINES - 1 , �, I � � - 11 � Ori - - CoQ au a O � N.T.S., 11 � I ''�l 5�-28-9s . darn by 9 •, , "t . ANY ALTERATIONS OR REVISIONS OF T!-±E5E� PLANS, UNLESS JF•� -sr, ray _ �.l. i Gera G3ratlr' ll 11 DONE BY OR IiNDER THE DIRECTION OF S TH NYS . LICENSED _, AND REGISTERED ENGINEER THAT PREPARED THEM, IS A chCd b _. ' __� . - � Ccs i ht C 1998 (�4Ida VIOLATION OF THE NYS EDUCATION LAIN. PYr 9 , ,^ a �, .. • ,r -, I {j Y.' . s DIM�ONS IN INCHES` PIP£ IN Ear g , C D E 2560 113 2560 2f t1 1 2 1tI 20 1 2" / 4 t 1 / 1 ., .. 10 ` 2`%2 .. 13 1 /4 23 ,"1 /2 .. & 1 7, 1 Ct . ; , .: ; �_ s ,, . ,.' �q %$ , 251+1 1 4 tJ 4,0 ... 18, (�. � 27 71 . Y .: 9 1 1., µ 15 6 20 27 O A8_,, , : 35 t9.3 �" 4 s. 2 5 1 J}4 `30 ' ' jy t 1 1 4 21 35,3/4 3tF .- sA 30 3%4"�, 15 .2.. 4 1 4 2 / 24 6 10 :'X', N \/ \/' 'fir' - , J /' / / 11 F: 91 0 I o e MIN. 6" 7/8 3 3/4- , 'NOTE: R T M PRECAST STRUCTURES O MEET H-20 LOADING REQUIREMENTS . 2" 2 ��, I 120 O.D. 12 BRICKS &"II I 1. i . -1 I MORTAR —�- 1' MAX, , v/lz /Jrv\. vv J,� ,�'�, \ /r T F � NC� .vim , 1 l /i. J/. �P o sE � F�ANGEo 45• ELBow � ` v / / \ I / vT F PIPE v �'OPO S - ,. .PPROM E BOOT OR RING FORSTEE SD o STEEPS _ , _.TAII11 \ \ - — --- SEE DE L �'� P OPNIN � ) w x .PVC OR DIP IPE E G T �, (SEE DE AIL}// � I'I MANHOLE TYP.N \ S ITA o COMPACTED U BLE BACKFILL 12* LAYERS a. � V -r►--^---- -+•-- ~' __ __ _ _ _ . B * _ -- 48" rt „ -� "., . "+ i A. OMPAC D , if 1 I C TEc:_ .r.,.�. 2 2 U _ __ l R GRAVITY SEWER ''� o L_ —I i ai BACKFILL . . O .,' _I ' . ..t - 1µ '�� 1/2 O.D. COMPACTED SELECT x TROUGH—NTH MINI UM ro - p X BACKFILL TROUGHi M / / ,f I� OF 0.10 PITCH ACROSS / % / / J`�/\/\ �. \ \ \ \ \ \ --- \ \ `� `\ r \/,X/ /. 6" 2 CRUSHED STONE OR MANHOLE ,�/ r\/'\j'\/�/'�,,I �� \ 11w AS DIRECTED //. /� 6 OF CRUSHED `'\/ \``fi\`% NOTE: NOTE: STONE N.Y.S, #2 = PROVIDE BOOT OR R S T M T PRECAST SiRUCTU E O E E TRENC�j j�j E RA i R PV OR I�IC1 ! BEDDING INDIVIDUAL HOUSE FORCE MAN LATERALS RING FOR C H B VV TO CONNECT INTO MANHOLES 'NTH 45' H -2O LOADING REQUIREMENTS DIP PIPE OPENING D.I. '� # % DISCHARGE ELBOW. IN MANHOLE M (1 I . IPE I 11 Y RI11 [ , . � _' "I I , �, �, I 11 NG FOR BOOT OR RING FOR PVC OR fiO" N.T.& VELOCITY DISSIPATER MANHOLE IN PIPE OPENING IN MANHOLE """""` FOR SEWER FORCE MAIN DISCHARGE sI 11 chi 2 - 6" OF CRUSHED ,, STONE N.Y.S. #2 ;,, M FRAME AND COVER "CA&'BElt v� `11 I ND, 1254 >AR 'RYE N.Y. . / / ,� l / /' ,/ ` f' ''\`� \`�,1`� \\y OR APPROVED EQtiAL SOktD cVER /v\''`v °\%v\,'�Ay�y`�.! ;; 1/.. //• / //.,.' ( PICK HOLES, TYP.) \N \/' // ROCK EXCAVATIaN ,/ I r TOP OF RtiCK & N/ I I *cn E '�' ,W,i� TEMPORARY PAVEMENT I 3 3 4 2 MANN - , fli 44!74 » " 4 " REPLACE WITH 3 21 2 -i / BLOCK OR PRECAST , 2 '. CAP H T N R eRUS ED S O E O CONCRETE C CONNECTION BETWEEN , r- MAKE SMOOTH Ct}N ECT ON BE WE _ A RA S B ANKRUN G VEL INLET OUTLET WITH SPLIT PIPE } NLE D Oi3 ,F ' 1 " 12 2 0, ,D DIRECTED. D F APPROVED .. FORMED VE , ., � 2 2' OR CONCRETE Mi 1 » ,, 9 1 4 ,>.�. V X13 1, 4 � ,. ►- / �-�: � .� ..._. BY THE ENGINEER. 1- ;; , z / w 4' DIA MEN. JOINT PIPE STEPS SHALL BE PLACED n 2 1/Y— APPROXIMATELY 12" tN+t ' pp h �+ (TYP,� 45' E ND`MANHOLE. BASE CENTER FOR THE FULL ' DEPTH " CL \CX21/,' WYE 4" AlTHE MANHOLE. NO STEPS VALE CROSS SECTION 6" UNDERDRAIN BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. f,/ , «a CONC. PIPE T NOTE: �/ I - PRECAST STRitCTURES TO MEET i E D E 1 A i 1.. H-20 LOADING REQUIREMENTS 6® MPJ CRUSTEDI I :H I I � I I � I I - I I 11, I I 1 " I I " NOTE: STONE N.Y.S.D:O.T. SIZE NO. 2 1, ,,�f,y,�,�,,,, NOTE: PRECAST C{NCIETE SEWR hANNCLE SIH. TEMPORARY PAVEMENT SHALL BE PLANT \1' / / �\%,/\\ MIX BINDER, NYSDOT 403.13, 4 MIN. THICKNESS. NQTE: , , \ I PRECAST ,STRUCTURES TO MEET )I I I I ' . CAMPBELL FOUNDRY COMPANY PATTERN NUMBER 3131C "RETICULINE GRATE" FOR LAWN LOCATIONS EA . ._..___ ..' , :. $» 6» $ RTN .,I ff,��--,-, `_--� , I �" ;, I ,I ", . � , I "I-� 1,1 I 1 1I,, , I� . ,� �I' , , . , ,1/ 1 � I___� ,� . � I � I � �I . NOTE: , PRECAST STRUCTURES TO MEET II I , II � 'I \\� n'.1,A.- '1 \ 1 I I >. I - H- ADING REQUIREMENTS 1 10' 2O LO 10 I I . r I I I 8" PVC 4•,. /`� - w' CAMPBELL FRAME AND GRATE t ,, J PATTERN NO. 2915 OR EQUAL 11 f $:„ DIP MIN. LENGTH 5' FINISHED GRADE INSIDE 4: SELECT FILL TO EI£ PLACED ” \// 4 } ./ 1 I � ', ,,,� l�, I 5�7\�6���j�//���.17�X, -,,� X/; �I . .1 MANHOLE �; IN 8" LAYERS ARID TAMPED I OFI )� � ,� 1.I � . I4A� �I, - .,�,�-.. AII I I II - I I I 1 ---I r a F/ CONCRETE ENCASEMENT 6" Mi. %i `/ 2-O" ALL AROUND II 3/4" CRUSHED STONE \� f 5ET #3 REINFORCED ROD f 12" ` MAINTAIN 2' CO1�ER OVER DRAIN LINE 4" 8 GIP , I VERTICAL THROUGH EACH �\ PIPE `'/ u' BASEMENT FOOTING DRAIN r/ I s, BLOCK THEN F{LL WITH \\/` g PVC SDR35 DRAIN MORTAR; USE HORIZONTAL /\/ 1\ I , ll BLOCK REINFORCE MESH ,\ " FOOTING DRAIN AT BUILDING r BETWEEN EACH BLOCK. '�/\\�\\/ �Jt i _ �3`/\;/r;/N//` ,'r /�`% �`/\\ ' , , /� \ COURSES N I I 11 ,� , 0O . CONCRETE BASE 6" CONCRETE PARGING ON OUTSIDEf \ FACE BOTTOM 3 CCIURSES ONLY I 1:2:3 MIX %J 1:2:4 CONCRETE BASE �\ II to I I 1 /'l'/�, j�,,l,� DAYLIGHT DRAIN IF POSSIBLE f1i,�J,`�,�f/f/J ICI MANHOLE NEC`I {PROPOSED " i CB E N.T.S. 1 11 f 4'-� 4" 6" � NOTE: T NOTE: FOOTING DRAIN INVERT AT BUILDING L — — — J FIN, GRADE TRENCH FOR PIPE VERTICAL JOINTS ABOVE THIRD COURSE SHALL MUST BE A MINIMUM OF 12" OVER AFTER FILL BROUGHT HAVE 1/4" OPENINGS. RIM OF STRUCTURE USED FOR OUTFLOW / - .. --,-,- TO FINAL GRADE ,. . a! 1DRAIN m FOOTING !'1! 4' MIN, COVER__ ,`' ._ WIPE, DIAM. "D" N.T.S. u, ° _. _ 8» MAX. UFi __...___ __ _ ____ ,... __ __ .__.._ UNDER PIPE _..— ---------._ _.__. ___ _ w _.. _ 2 11 -___.--,. .._.-__..___ __._.___.__._..__.,—_-______�_;_..__- 1 __ _ _� 98X COMPACTION — \\ \j \/� _ ___ _ _ __..__ TES & CER FIED �./j�`/ /\/� / . __ _. ____.w. __ _. __ BENCH EXISTING SUBGRAD£ �/. /\\ .----FE WHERE SLOPE IS GR£A I 'or THAN 1 ON 3 HORIZONTAL ~""" .� � / CERTIFICATION OF COMPACTION COMPLIANCE BY A N.Y.S.-P.E. OR N.Y.S. APPROVED TESTING LAB IS REQUIRED FOR ALL FILL. AREAS UNDER PROPOSED WATER, SEINER, OR DRAINAGE w STRUCTURES AND ALONG THE PIPE LINE AT 25 FT STATIONS IN EACH LIFT OF FILL. PLACED11 I 11NDER PROPOSED PfP11 ES. °I 77�7 NOTES: �' i SEWER: N,'r S.D.O.T. SIZE NO. 2 CRUSHED STONE I w » _4 CLASS 52 DIP IS REQUIRED IN ALL FILL AREAS & ALL AREAS OF DEPTH OF COVER GREATER THAN 10' ,(AREAS OF POOR FOUNDATION OR QUESTIONABLE 4, ENCASEMENT 6" MIN. ALL AROUND --FROM 8 � - PVC TO 6" BEYOND I'LG. BEDDING IN THE OPINION OF THE VILLAGE ENGINEER MUST BE DIP, PIPE MATERIAL MUST BE CONTINUOS BETVIEN MANIII3LES, PICC PIFI SDR-S.EETING11 SH TPtECE OR SWEEP I ASTM 304 AS MANUFACTURED BY JOHNS MANVILLE IS ACCEPTABLE IN ALL OTHER LOCATIONS, LATERAL CONNECTIONS MUST. BE MADE WITH 4" . I x FITTINGS. LATERAL MUST BE XHS ClOR DIP CLASS 52. N 1 " ,'. /" .` % IP CL 2 -1 I` 4 STORM, SEWER AND WATER PIPE: 4 XHCi OR D J Iv XHCIP f���� I THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR OR EQUAL" PIPE MATT RIAL .FOR THE PROJECT. rr. 1/4" / FT. OR A.Ol.B.E. .. ' SEWER A i i R# t"11 � W STORM UNE l 1 i #..�. 4.4r' i 1 I" \J ��/ r�\�J/% f , 1--23--98 g / / /, /z /.,. FE` of I � I , E LL E F A I R .. 8"x4" DIP TOWN APPROVED "FERNCO" 1--7`-98 ,4C O � I I ,�I'll � I 11 OR" "MISSION" CPG. IR 1, OR Pvc WYE 8-1 --97 11, I VILLAGE { NOTE: ?-18 -974 j. . f ; ,�,11_ .j . 1:1� I RY BROO IF WALL EXISTS AT PROPERTY LINE; EXTEND . 7-10-97 k . , , SERVICE LINE UNDER WALL. _� v �-2fl- 7 WET E TE COU N TYP N F W-' FS C N 4 W ,TO XN Cl OR 5-5-97 ��"AI DETAIL - -- CONNECTIC} " ° 3--10-97 , Kt� Rev , 11 I . I. a """ I11 . 1 DIP CLASS 5_ �11 - . . 2 SANITARY SEWI I " I ER SERVICE LINES - 1 , �, I � � - 11 � Ori - - CoQ au a O � N.T.S., 11 � I ''�l 5�-28-9s . darn by 9 •, , "t . ANY ALTERATIONS OR REVISIONS OF T!-±E5E� PLANS, UNLESS JF•� -sr, ray _ �.l. i Gera G3ratlr' ll 11 DONE BY OR IiNDER THE DIRECTION OF S TH NYS . LICENSED _, AND REGISTERED ENGINEER THAT PREPARED THEM, IS A chCd b _. ' __� . - � Ccs i ht C 1998 (�4Ida VIOLATION OF THE NYS EDUCATION LAIN. PYr 9 , ,^ a �, .. • ,r -, I {j Y.' . s DIM�ONS IN INCHES` PIP£ PA g , C D E SZE 2560 113 1%2 9 1/2 fi 2561 310, 13 22 10 ` 3 1 f 2' 81/2 8 21 0 15 23 12 1,/2 3 112 71/4 10, 1.2.62 X563 241? 22 133 15 6 9 12 ! a6 21 .. 2'4 2 3 35 t9.3 �" 4 S 1 2 / 9 4 3 � 15 1 2°165 2 O 1. 4 ,; ° .. 35,3/4 3tF .- 1 8 ,J2 , 1$, *2566 ti3 ' 1 30 /2 , 4 1 4 2 / 24 6 10 21 4 it4 256818 35 48 2 '7 6' 101/2 24 11 :'X', N \/ \/' 'fir' - , J /' / / 11 F: 91 0 I o e MIN. 6" 7/8 3 3/4- , 'NOTE: R T M PRECAST STRUCTURES O MEET H-20 LOADING REQUIREMENTS . 2" 2 ��, I 120 O.D. 12 BRICKS &"II I 1. i . -1 I MORTAR —�- 1' MAX, , v/lz /Jrv\. vv J,� ,�'�, \ /r T F � NC� .vim , 1 l /i. J/. �P o sE � F�ANGEo 45• ELBow � ` v / / \ I / vT F PIPE v �'OPO S - ,. .PPROM E BOOT OR RING FORSTEE SD o STEEPS _ , _.TAII11 \ \ - — --- SEE DE L �'� P OPNIN � ) w x .PVC OR DIP IPE E G T �, (SEE DE AIL}// � I'I MANHOLE TYP.N \ S ITA o COMPACTED U BLE BACKFILL 12* LAYERS a. � V -r►--^---- -+•-- ~' __ __ _ _ _ . B * _ -- 48" rt „ -� "., . "+ i A. OMPAC D , if 1 I C TEc:_ .r.,.�. 2 2 U _ __ l R GRAVITY SEWER ''� o L_ —I i ai BACKFILL . . O .,' _I ' . ..t - 1µ '�� 1/2 O.D. COMPACTED SELECT x TROUGH—NTH MINI UM ro - p X BACKFILL TROUGHi M / / ,f I� OF 0.10 PITCH ACROSS / % / / J`�/\/\ �. \ \ \ \ \ \ --- \ \ `� `\ r \/,X/ /. 6" 2 CRUSHED STONE OR MANHOLE ,�/ r\/'\j'\/�/'�,,I �� \ 11w AS DIRECTED //. /� 6 OF CRUSHED `'\/ \``fi\`% NOTE: NOTE: STONE N.Y.S, #2 = PROVIDE BOOT OR R S T M T PRECAST SiRUCTU E O E E TRENC�j j�j E RA i R PV OR I�IC1 ! BEDDING INDIVIDUAL HOUSE FORCE MAN LATERALS RING FOR C H B VV TO CONNECT INTO MANHOLES 'NTH 45' H -2O LOADING REQUIREMENTS DIP PIPE OPENING D.I. '� # % DISCHARGE ELBOW. IN MANHOLE M (1 I . IPE I 11 Y RI11 [ , . � _' "I I , �, �, I 11 NG FOR BOOT OR RING FOR PVC OR fiO" N.T.& VELOCITY DISSIPATER MANHOLE IN PIPE OPENING IN MANHOLE """""` FOR SEWER FORCE MAIN DISCHARGE sI 11 chi 2 - 6" OF CRUSHED ,, STONE N.Y.S. #2 ;,, M FRAME AND COVER "CA&'BElt v� `11 I ND, 1254 >AR 'RYE N.Y. . / / ,� l / /' ,/ ` f' ''\`� \`�,1`� \\y OR APPROVED EQtiAL SOktD cVER /v\''`v °\%v\,'�Ay�y`�.! ;; 1/.. //• / //.,.' ( PICK HOLES, TYP.) \N \/' // ROCK EXCAVATIaN ,/ I r TOP OF RtiCK & N/ I I *cn E '�' ,W,i� TEMPORARY PAVEMENT I 3 3 4 2 MANN - , fli 44!74 » " 4 " REPLACE WITH 3 21 2 -i / BLOCK OR PRECAST , 2 '. CAP H T N R eRUS ED S O E O CONCRETE C CONNECTION BETWEEN , r- MAKE SMOOTH Ct}N ECT ON BE WE _ A RA S B ANKRUN G VEL INLET OUTLET WITH SPLIT PIPE } NLE D Oi3 ,F ' 1 " 12 2 0, ,D DIRECTED. D F APPROVED .. FORMED VE , ., � 2 2' OR CONCRETE Mi 1 » ,, 9 1 4 ,>.�. V X13 1, 4 � ,. ►- / �-�: � .� ..._. BY THE ENGINEER. 1- ;; , z / w 4' DIA MEN. JOINT PIPE STEPS SHALL BE PLACED n 2 1/Y— APPROXIMATELY 12" tN+t ' pp h �+ (TYP,� 45' E ND`MANHOLE. BASE CENTER FOR THE FULL ' DEPTH " CL \CX21/,' WYE 4" AlTHE MANHOLE. NO STEPS VALE CROSS SECTION 6" UNDERDRAIN BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. f,/ , «a CONC. PIPE T NOTE: �/ I - PRECAST STRitCTURES TO MEET i E D E 1 A i 1.. H-20 LOADING REQUIREMENTS 6® MPJ CRUSTEDI I :H I I � I I � I I - I I 11, I I 1 " I I " NOTE: STONE N.Y.S.D:O.T. SIZE NO. 2 1, ,,�f,y,�,�,,,, NOTE: PRECAST C{NCIETE SEWR hANNCLE SIH. TEMPORARY PAVEMENT SHALL BE PLANT \1' / / �\%,/\\ MIX BINDER, NYSDOT 403.13, 4 MIN. THICKNESS. NQTE: , , \ I PRECAST ,STRUCTURES TO MEET )I I I I ' . CAMPBELL FOUNDRY COMPANY PATTERN NUMBER 3131C "RETICULINE GRATE" FOR LAWN LOCATIONS EA . ._..___ ..' , :. $» 6» $ RTN .,I ff,��--,-, `_--� , I �" ;, I ,I ", . � , I "I-� 1,1 I 1 1I,, , I� . ,� �I' , , . , ,1/ 1 � I___� ,� . � I � I � �I . NOTE: , PRECAST STRUCTURES TO MEET II I , II � 'I \\� n'.1,A.- '1 \ 1 I I >. I - H- ADING REQUIREMENTS 1 10' 2O LO 10 I I . r I I I 8" PVC 4•,. /`� - w' CAMPBELL FRAME AND GRATE t ,, J PATTERN NO. 2915 OR EQUAL 11 f $:„ DIP MIN. LENGTH 5' FINISHED GRADE INSIDE 4: SELECT FILL TO EI£ PLACED ” \// 4 } ./ 1 I � ', ,,,� l�, I 5�7\�6���j�//���.17�X, -,,� X/; �I . .1 MANHOLE �; IN 8" LAYERS ARID TAMPED I OFI )� � ,� 1.I � . I4A� �I, - .,�,�-.. AII I I II - I I I 1 ---I r a F/ CONCRETE ENCASEMENT 6" Mi. %i `/ 2-O" ALL AROUND II 3/4" CRUSHED STONE \� f 5ET #3 REINFORCED ROD f 12" ` MAINTAIN 2' CO1�ER OVER DRAIN LINE 4" 8 GIP , I VERTICAL THROUGH EACH �\ PIPE `'/ u' BASEMENT FOOTING DRAIN r/ I s, BLOCK THEN F{LL WITH \\/` g PVC SDR35 DRAIN MORTAR; USE HORIZONTAL /\/ 1\ I , ll BLOCK REINFORCE MESH ,\ " FOOTING DRAIN AT BUILDING r BETWEEN EACH BLOCK. '�/\\�\\/ �Jt i _ �3`/\;/r;/N//` ,'r /�`% �`/\\ ' , , /� \ COURSES N I I 11 ,� , 0O . CONCRETE BASE 6" CONCRETE PARGING ON OUTSIDEf \ FACE BOTTOM 3 CCIURSES ONLY I 1:2:3 MIX %J 1:2:4 CONCRETE BASE �\ II to I I 1 /'l'/�, j�,,l,� DAYLIGHT DRAIN IF POSSIBLE f1i,�J,`�,�f/f/J ICI MANHOLE NEC`I {PROPOSED " i CB E N.T.S. 1 11 f 4'-� 4" 6" � NOTE: T NOTE: FOOTING DRAIN INVERT AT BUILDING L — — — J FIN, GRADE TRENCH FOR PIPE VERTICAL JOINTS ABOVE THIRD COURSE SHALL MUST BE A MINIMUM OF 12" OVER AFTER FILL BROUGHT HAVE 1/4" OPENINGS. RIM OF STRUCTURE USED FOR OUTFLOW / - .. --,-,- TO FINAL GRADE ,. . a! 1DRAIN m FOOTING !'1! 4' MIN, COVER__ ,`' ._ WIPE, DIAM. "D" N.T.S. u, ° _. _ 8» MAX. UFi __...___ __ _ ____ ,... __ __ .__.._ UNDER PIPE _..— ---------._ _.__. ___ _ w _.. _ 2 11 -___.--,. .._.-__..___ __._.___.__._..__.,—_-______�_;_..__- 1 __ _ _� 98X COMPACTION — \\ \j \/� _ ___ _ _ __..__ TES & CER FIED �./j�`/ /\/� / . __ _. ____.w. __ _. __ BENCH EXISTING SUBGRAD£ �/. /\\ .----FE WHERE SLOPE IS GR£A I 'or THAN 1 ON 3 HORIZONTAL ~""" .� � / CERTIFICATION OF COMPACTION COMPLIANCE BY A N.Y.S.-P.E. OR N.Y.S. APPROVED TESTING LAB IS REQUIRED FOR ALL FILL. AREAS UNDER PROPOSED WATER, SEINER, OR DRAINAGE w STRUCTURES AND ALONG THE PIPE LINE AT 25 FT STATIONS IN EACH LIFT OF FILL. PLACED11 I 11NDER PROPOSED PfP11 ES. °I 77�7 NOTES: �' i SEWER: N,'r S.D.O.T. SIZE NO. 2 CRUSHED STONE I w » _4 CLASS 52 DIP IS REQUIRED IN ALL FILL AREAS & ALL AREAS OF DEPTH OF COVER GREATER THAN 10' ,(AREAS OF POOR FOUNDATION OR QUESTIONABLE 4, ENCASEMENT 6" MIN. ALL AROUND --FROM 8 � - PVC TO 6" BEYOND I'LG. BEDDING IN THE OPINION OF THE VILLAGE ENGINEER MUST BE DIP, PIPE MATERIAL MUST BE CONTINUOS BETVIEN MANIII3LES, PICC PIFI SDR-S.EETING11 SH TPtECE OR SWEEP I ASTM 304 AS MANUFACTURED BY JOHNS MANVILLE IS ACCEPTABLE IN ALL OTHER LOCATIONS, LATERAL CONNECTIONS MUST. BE MADE WITH 4" . I x FITTINGS. LATERAL MUST BE XHS ClOR DIP CLASS 52. N 1 " ,'. /" .` % IP CL 2 -1 I` 4 STORM, SEWER AND WATER PIPE: 4 XHCi OR D J Iv XHCIP f���� I THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR OR EQUAL" PIPE MATT RIAL .FOR THE PROJECT. rr. 1/4" / FT. OR A.Ol.B.E. .. ' SEWER A i i R# t"11 � W STORM UNE l 1 i #..�. 4.4r' i 1 I" \J ��/ r�\�J/% f , 1--23--98 g / / /, /z /.,. FE` of I � I , E LL E F A I R .. 8"x4" DIP TOWN APPROVED "FERNCO" 1--7`-98 ,4C O � I I ,�I'll � I 11 OR" "MISSION" CPG. IR 1, OR Pvc WYE 8-1 --97 11, I VILLAGE { NOTE: ?-18 -974 j. . f ; ,�,11_ .j . 1:1� I RY BROO IF WALL EXISTS AT PROPERTY LINE; EXTEND . 7-10-97 k . , , SERVICE LINE UNDER WALL. _� v �-2fl- 7 WET E TE COU N TYP N F W-' FS C N 4 W ,TO XN Cl OR 5-5-97 ��"AI DETAIL - -- CONNECTIC} " ° 3--10-97 , Kt� Rev , 11 I . I. a """ I11 . 1 DIP CLASS 5_ �11 - . . 2 SANITARY SEWI I " I ER SERVICE LINES - 1 , �, I � � - 11 � Ori - - CoQ au a O � N.T.S., 11 � I ''�l 5�-28-9s . darn by 9 •, , "t . ANY ALTERATIONS OR REVISIONS OF T!-±E5E� PLANS, UNLESS JF•� -sr, ray _ �.l. i Gera G3ratlr' ll 11 DONE BY OR IiNDER THE DIRECTION OF S TH NYS . LICENSED _, AND REGISTERED ENGINEER THAT PREPARED THEM, IS A chCd b _. ' __� . - � Ccs i ht C 1998 (�4Ida VIOLATION OF THE NYS EDUCATION LAIN. PYr 9 , ,^ a �, .. • ,r -, I {j Y.' . s KS ' L. V9♦ ..Ji 1G. "It I411if U trill L WL,. i %.t\A"t t II.W f WIN VdL. V%L 1 n •l—lltl.la i 1 4 4 m#!\ SUBBASE PROVIDING THAT THE MATERIAL IS DRY, FREE DRAINING AND a"" SUBBASE COURSE N.Y.s.D..T. GRANULAR AND MEETS N.Y.S.D,O.T. SPECIFICATION 08304.02. THE ITEM 304.02 COARSE 14 " 3,, GRANULAR MATERIAL VILLAGE ENGINEER REQUIRES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO ., PERMITTING ITS USE. SECTION CURS CUT DETAIL 3. ALL COURSES TO BE ROLLED NTH A TEN TON ROLLER.orl ^11 i ., 1, 10 FT OF UNDER DRAIN TO BE USED AT ALL UPHILL _ N.Y.S.D.O.T. ITEM 403.1 1 1 POROUS PIPE ASPHALT CONCRETE 1. IN,)p°�,z !1 N10 A TYPICALROAD ,t+►A R1A kk,, SEC1 J a,vvv NJt GUtVG. Gt r+JJ G , w• .. ... LOCATIONS OF CA` BASINS.' (AUDI" _ .AL UND RDRAI . , `'a: ,- 1 g VILLAGE ROADWAY Ra eWs �» R BASE COU SE as 6 BANKRUN FILL- I 1, ,,,. - u �11. , N,Y.S.D.O,T:ITEM 4(33.11 0 w - - NYS ITEM 304.02 �a"-ap R.O.W. 2. ,.ON SITE MATERIAL MAY BE PERMITTED 'FOR USE AS PAVE1 ENT11 _. is11 I , ,: i:. SUBBASE PRi?VLDING THAT THE MATERIAL IS EERY, FREE }RAINING AND" SUBBASE COURSE N•Y.S.D;d.T. 1. , I 11{AN111AR,IETS`1+4>Y.S.D.O,T. SF'EGIFCAD41 OB3l>D2. THE ', :, . (TI; 34.02 COARsL , , VILLAGE ENGINEER RE IBES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO > QQ GRANULAR. a�ATERIAL . > -` .. PERMITTING G ITS , U t , .y ` 1/4" PREMOLDED �, £ .. h , �. �� z ., :3'�a» SHOIIAER ' JOINT FILLER I , ,. z,. . A 11 I l A ROAD I T EXPANSION JOINTS A MAX. 16 CENTERS - _ , . STRUCK JOINTS .SPACED C TO C o0 ;` 1A .LACE ROADWAY C R.O. W. 1 141 . , . ,� 4'-O' , , I ,, �1 lqltl-�`qy . Cf?tIC .,SI AUC -' 7, , Tv" ,� ` .. ,.. i. a p , ,,, �Ca-, 6-0* SHOULDER i�'-ate w _ I CONC. CUR , , 1117, 1 1 f�11 _ I: t" PER T: -- . r. ,. ;, � 1;11 4:!- O �, CONC. ny s. p4 VSA I w, " xr {} �t }it3NRT 1. fjj Q� -BY OTHERS .: , r .. .a" ,>-�' .• ;, `, ., it r CU TX �` z .k , ', �` -.. .. 11 r .1` r �%_�b. �, _ _ ,o'i 2'_a» - - _an I 1 4%� t ., -.. - ----1 /4- PER f T. I f I I ", .. ., .., CUT' ' I 1 1 /" TOP C13URSE 1 1 /2" TOP COURSE .. '. R>O.B. OR 11 II N. Y.S.D.d.T. (TEM 403.17t3 a° _" 11 : I PROPOSED I CRUSHED TONE S ASPHALT CONCRETE A I I NOTE: TE; ,; '' .` Qe '"" 0"` , 4"' DIA. I PROPOSED I ER OR - .n, FCIR UID11 ERIRAIN I I N,Y.S,D,d.T. ITEM 403,1 FOR UNDERDRAIN N:.Y.S.I}.C).T. ITEM 403,1 CB POROUS PIPE PID POROUS - 11-`• •= ., .... J EXPANSION JOINTS TO BE ASPHALT CONCRETE L _� �J 2'-ag vt k .. ERFORATED OR 4" BASE LOUR - 4" SASE COURSE NOTEt UNDERDRAIN REQUIRED GROUND CHANGES IN BES :.,' N.Y.S.D O.T.IIEM 44>11 I 1 N.Y.S.D O.T TEM 40:3.1 CG3T"` _ . ` - I 1 1 /2 "TOP COURSE - RED. OR AS e d>a rF i - SUBBASE COUFSEI.Y.S.D:O.T, Q 47'" SUBBASE COURSE N.Y.S.D.O.T, OR ERE DU BY D ENGINEER L .1.�` 1 } FT OF UNDER DRAIN TO BE 'USED AT ALi UPHILL $l "I I 11;. ITEM 304.02 COARSE , .A FILTER :MATERIAL .I ,. I i PROOPOSED I N,Y. ,P,O.T. ITEM 403.1"74 ASPH ALT CONN ET'E GRANULAR MATERIAL �. � . � XATIONS1 & "CATCH BASINS> (ADDITI€1NAL UNDERDRAINI 11 I 11 11 i,i+tt j ;, 11 MAY B REQUIRED AS ORDERED BY 'THE � VILLAGE, ENGINEER) �_ � „� FOR UNDERDRAIN , y ° , I NOTE: 1. ALL COURSES T4 i ROLLED Wi14 A TEN TON ROLLER. el, I- 1 - I 8" a� - SHOULDER 5' a" 11 ' ° � i` e _ SUBBASE PROMOR G, THAT THE MATERIAL IS DRY, FREE DRAINING AND � � � _ TYPICAL ROAD SECTION I 1 , ANULAR � AN ' MtM N.Y.S.D.O.T, SPECIFICA*ngN 08304.02.: THE y- � , ENGINEEk, -AEt IRES', ON SITE MATERIIAL TO 'BE CERTIFIED PRIOR TO, I , . PERMALAGE ITTING `IT$' rUSE> ... C1R I'll2" BINDER COURSE N Y:S.D.O.T. ITEM 403.1 .y ". <, li, I ` . °' 1 3I 11> ALL. 'COURSES TO: BE, ROLLED TH 11 ",A TEN TON ROLLER. 1@'iIN 4'-a' 2i' MAX SAW CUT EXISTING PAVEMENT AND SURFACES 1, ASPHALT CONCt, ETE' WITH T ASPHALTIC LER H4 C SEA ,, J a- I 11 0 ' r : "I 11 11-1-11111 I 11,,, e - ��, 4° IIIA. 1,, I 1- CONC. CURB-•., LEVEL TOP OF CURB SAINCUT . F . s x , $ :, .`. `: ,, 13 ERFBRATED OR POROUS PIPIT 4" BA SE COURSE ,,,_ — — ,,. 1 � „' �" PER F� MIN I N.Y.S.D.O.T,ITEM .403.11 �e .. .,;ROUI�ND TO 3" GUTTER JOINT '. r 1/4 PER FT. - .. I �<p , fr ,.:, :, I "RADIUS: (CONC.- -ONLY) .COURSE �.. �. .. - . r:.-.�—....... . '-Oji p� � frvx , 11,, PRgFILE 8"' SUBBASE N.Y.S.D.O.T. , . � <° t . .' ` :.' 8 PRP F„� STING PAVEMENT Exl na = -',; . ,` , �" , .11 ,, v #TEM 3014>0 C1AR5E PAVEMENT _ _ .. r, td ,r�, ,.,... . .. ; e .:. �, I'll ,.. X, .' .,. < N CUT�� 2 . " I ,. s ,< GRANULAR MATERIAL ,,.. 11"`` :. ,. .:. '.4 .; '.. , 4, 11 a" 1 1/2" N MI . m. { ,.,:11, ,, _ , , 1 1 /2" TOP COURSE I �2.C1>B OR 2» CLEA .. , �.., . , , R,� .. AA v:. C E. -;d. rt -,, :: , .. , ,_::> . , F .. s N.Y.S:D.O.T ITEM 4013.170 I � U STONE CRUSHED iM.l 3 Pi{1TE:` n. 11 ,. .. .:.." SPH ALT A CONCRETE P PROPOSED I RCB . .. .i. ....: ,.. s: S , , :. ". 11 , t. .:.... '. >s e ,' 2'" BINDER COURSE FILTER MATERIAL I FOR UNDERDRAIN I 4» DiA PERFORATED OR _`.' ` 1, 10 FT OF UNDER DRAIN TO BE USED AT ALL UPHILL _ N.Y.S.D.O.T. ITEM 403.1 1 1 POROUS PIPE ASPHALT CONCRETE 1. IN,)p°�,z !1 N10 a , r .. . J a,vvv NJt GUtVG. Gt r+JJ G , w• .. ... LOCATIONS OF CA` BASINS.' (AUDI" _ .AL UND RDRAI �. ... ,.t ,- MAY BE REc�UIRED. AS ,ORDERED BY.THE VILLAGE ENGINEER) 11 �» R BASE COU SE as 6 BANKRUN FILL- ,,,. - u �11. , N,Y.S.D.O,T:ITEM 4(33.11 0 w - - NYS ITEM 304.02 tom ". 0. 2. ,.ON SITE MATERIAL MAY BE PERMITTED 'FOR USE AS PAVE1 ENT11 _. is11 I , ,: i:. SUBBASE PRi?VLDING THAT THE MATERIAL IS EERY, FREE }RAINING AND" SUBBASE COURSE N•Y.S.D;d.T. . , I 11{AN111AR,IETS`1+4>Y.S.D.O,T. SF'EGIFCAD41 OB3l>D2. THE ', :, . (TI; 34.02 COARsL , , VILLAGE ENGINEER RE IBES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO > QQ GRANULAR. a�ATERIAL . > -` .. PERMITTING G ITS , U t , .y ` 1/4" PREMOLDED �, £ .. h , �. �� z ., :3'�a» SHOIIAER ' JOINT FILLER ,, ,`. >,; ,: .. s U T A• N TflN R Id>1-1 .,ALL CO RSES OBE ROLLED T� OLLE 11 I l A ROAD SEC T EXPANSION JOINTS A MAX. 16 CENTERS URB _ , . STRUCK JOINTS .SPACED C TO C - I 1A .LACE ROADWAY C R.O. W. 141 . , . ,� 4'-O' ._ "., w_ .. r. " ,11 I 1. ., .. .... _ OA���/l IN,)p°�,z !1 N10 ---- , r .. . .. r. ., , w• .. ... ,- 11 - ,,,. - u �11. , M1. 0 w - - .-, • -. tom ". 0. is11 I .. , - . _. ,t11 ', :, - .. :3'�a» SHOIIAER ' =p,... 11 24'-U" 113'- 5-a SHOULDERNOTE: .. ., , _ �. - 141 4'-O' PROVIDE /4" lqltl-�`qy . Cf?tIC .,SI AUC -' , Tv" ,� ` .. ,.. i. a p ,;: , ; , �y`,i .f16p: �.�.w' 11 w _ I CONC. CUR I .. .` #" FT _ t" PER T: -- . r. ,. 11 . - - ----- t jt' PER €1. 1/4" PER FT. _^ s. p4 �° �� • f .,, ,� « I I w, " xr {} 1. fjj Q� .: , r .. .a" ,>-�' CU TX �` z .k , ', �` -.. .. 11 r .1` r �%_�b. �, _ _ ,o'i 2'_a» - - _an I 1 .. I1. ", .. ., .., CUT' ' I 1 1 /" TOP C13URSE 1 1 /2" TOP COURSE I I d. '. R>O.B. OR N Y S D.O.T. ITEM 405,1:70 N. Y.S.D.d.T. (TEM 403.17t3 . I CRUSHEOD STONE _" 11 : I PROPOSED I CRUSHED TONE S ASPHALT CONCRETE A A ONC SPHALT C RETE I I __ C8'.. FALTER, I,gAiIRIA1, I a I 2 ` BINDER COUR sE » FILTER MATERIAL 2 BINDER COURSE 4"' DIA. I PROPOSED I ER OR - .n, FCIR UID11 ERIRAIN I I N,Y.S,D,d.T. ITEM 403,1 FOR UNDERDRAIN N:.Y.S.I}.C).T. ITEM 403,1 CB POROUS PIPE PID POROUS - 11-`• •= ., .... J ASPHALT CONCRETE ASPHALT CONCRETE L _� �J &" fllAa x vt k .. ERFORATED OR 4" BASE LOUR - 4" SASE COURSE NOTEt UNDERDRAIN REQUIRED PO ROUS PIPE N.Y.S.D O.T.IIEM 44>11 I 1 N.Y.S.D O.T TEM 40:3.1 IF SUBSURFACE WATER FL W FLOW _ . ` - - RED. OR AS e d>a rF i - SUBBASE COUFSEI.Y.S.D:O.T, Q 47'" SUBBASE COURSE N.Y.S.D.O.T, OR ERE DU BY D ENGINEER L .1.�` 1 } FT OF UNDER DRAIN TO BE 'USED AT ALi UPHILL ITEM 3014.,02 COAtS ITEM 304.02 COARSE .I ,. I 1.R1�;4111JLAR #titf TERIAI GRANULAR MATERIAL �. � . � XATIONS1 & "CATCH BASINS> (ADDITI€1NAL UNDERDRAINI 11 I 11 11 , , . � , `: ll" ;, 11 MAY B REQUIRED AS ORDERED BY 'THE � VILLAGE, ENGINEER) �_ � „� y ° , NOTE: 1. ALL COURSES T4 i ROLLED Wi14 A TEN TON ROLLER. el, I- 2;""f3N SITE MATERIAL MAYBE PERMITTED FOR USE AS PAVEMENT 11 ' ° � i` e _ SUBBASE PROMOR G, THAT THE MATERIAL IS DRY, FREE DRAINING AND � � � _ TYPICAL ROAD SECTION , , ` ANULAR � AN ' MtM N.Y.S.D.O.T, SPECIFICA*ngN 08304.02.: THE y- � , ENGINEEk, -AEt IRES', ON SITE MATERIIAL TO 'BE CERTIFIED PRIOR TO, , . PERMALAGE ITTING `IT$' rUSE> , ROA W 80 R-OsW , .y ". <, li, I ` . °' 1 3I 11> ALL. 'COURSES TO: BE, ROLLED TH 11 ",A TEN TON ROLLER. 1@'iIN A 2i' MAX SAW CUT EXISTING PAVEMENT AND SURFACES 11 WITH T ASPHALTIC LER H4 C SEA ,, J a- I 11 TCS OF tCLJRB ` : - ' "I 11 11-1-11111 I 11,,, e - ��, 1,, .' ' 1- LEVEL TOP OF CURB SAINCUT . F . s x , $ :l 13 ,,,_ — — ,,. I'll MIN4�, „' MIN I :.-1 �e .. .,;ROUI�ND TO 3" GUTTER JOINT . "RADIUS: (CONC.- -ONLY) �. .. - . r:.-.�—....... 1. `DRIVEWAY PRgFILE , . � <° t . .' ` :.' PRP STING PAVEMENT Exl na �. ._, -',; . ,` , �" , .11 ,, v PAVEMENT .. r, td ,r�, ,.,... . .. ; e .:. �, I'll ,.. X, .' .,. < N ,,.. 11"`` :. ,. .:. '.4 .; '.. , 4, 11 1 1/2" N MI . m. { ,.,:11, l- I - , PVEiENT° 12 MIN. . �.., . , , R,� .. AA v:. C E. -;d. rt -,, :: , .. , ,_::> . , F .. s iM.l 3 11 � .... n. 11 ,. .. .:.." . .. .i. ....: ,.. s: S , , :. 11 , t. .:.... '. >s e .. , r., .. .y: .. .. x ,... , a .. x.. :.. .. t. I 1, ... r. -. .. ..,:: .. ... :,;-2o- ...: .,+�.::..•.'I r.. _ .. :., .. ,,. :.; .: ., ..' . .'. .':-;. ,... •, .. ,, .. ,.. .,. ,.. .. ,..I '.. _ _,. .. _ ... .,, .,- : .. .. ,,. _. _. ..: ::.. .. ^` .. TACK COAT SURFACES TO RECEIVE OVERLAY E ,.��. .. ,. " ...;� „t , , z, ,, x. ., ,. ,;. .. ,.r-,", ,, ,r. ,. „_ ,. , �,,. ,.. - , .` : : �,: 'PROVIDE 4 AN OF SEAM SEALER A JOINTS TS BAND O ..,. _ ,; _ �.: _, o. _. „. .•. _.. 1 .. :I _, �, r �,_ �., , �.' >., , ., �,-. . ,`' �` '"� j .,.,, .,..,.. �' , ,, i,. ,_,... , ., ... „. _,: to .�,r ,. .-. .. �. ,, � ... ,. .,. �; :. ., , ., , _. t. ,. ,.. ,; ,. .;. .. s ,.... , . t � : .. ,y ,CURB1 1 [ , y��� ' ".... est u ,v. .a rIlfi� . ,.s.. ., ., , n. .. ^.. :: :.. ,. �, .. :.. �« „r..' i ,. y , d a ,. .. .. , ,,.,. ... ,... ..u, 11 r" _ .. ... «. , ...;. , ... ...... . e X'.'..,ak I 1-1 . , . , iPi . , ,, .. -. stip a': y 5 .. ':. r e , n '1 i., v.',... , ., t.. ' i �, .-, :. . ,✓ f ,fr ... . . . . I, ... ..... .. . � ... , , .,. ,:... .. , 14� 3TM ,.., :.,b .- .. ., ,. x„ `". .. n •, $ ,.r... }_ ..,.r.' , , t ..x ...� , is , ... a :...,, t ... t ..v ...... . .... .,....+ r..,,. ,... r �.. ,,. p - ,...,. ,.....:... .., �. ,. ... .. '.., x .'1 , ,. ,,. a :;. .,, ,. k .. .. t ... .,. ,.. ,. , ,. , : ?.. ,.. S ..,. _ gid- _ , . , `, - , ,. -, .<, , .,. ._.. ,_ , ..,; , ..:. ;. .... ,'� c i .,. + .-,..., .. .. s• .. <. , ,. , ,.,,w ,. ,.. `' .. ,.. „ .,. ,,.. ., ., 8 ," .. ... .n, .. ... [. .` :.. . ,.. .,.. .. .. .. z.. .. ,�.. ..: ,,,.. .c ... 5,. d .. . .,. ., .. ,..,. ,. ,.., .. ... , -,,. .. >,. ,. ,:, .a.. :. ,. .. , ,. .. �,.. �. . .. .. .. .. , . .. .... ... :.e. z ..... .. ..{ ,:. .. ,.,.. .. .... ,... ... r... .. .. , .... 5 .:. ... .. _ .- .— . _. �,.....- , ,.. ,x -. :,. ,t. ., ., ns 9 ...:. ..... :.. . :. .. :: 11 11" ,. s , .. :...ani...,. ,. t k..... _ ..,. r., .....,. ..... t<. i'.Lr-a.. r -.> .. ,... ,.. v x,....,.. .. -,.. , .. 'w, r ,., .":. ... b ... .. ... ... ^,x T .. ,.... ,. r 1-1 .......... t.. m :s a . .bv � ;. ,. Ys ,.. , ..s A.. ..- 'm ..- . x..., .r ... h... ,.., .. ..a. N` I N1,,.: 1. rl. I:2' , jI� o 1.1�} d 20 1 IN,)p°�,z !1 N10 ---- 20'* 9� F� t0 I i STEEL: WEDGES � s r i i � I mumme m#x m. < o fpr- N©TES, PRESSURE IS GREATER, A SPECIAL Fes~---~ —~--� DESIGN V, d r �ffm�� '' .. 'i PRL�N , om ` i. 2SOO PSI CONCRETE To BE USED P N 2 BLOCK DIMENSIQNS ARE BASED LI O PRESSURE PSI wufff `#�� M H GA. N.Y. S.D.O. T. 2 ES 9 w mmmmumm M-1 ,i / % ✓j,�/'/ . / lMN*=ZMVA .,08 k # OI � OF 2t?OC} S L BEARING , 5ECTlC}N 710-03, VINYL w GRAVEL C BOBTAINED I3fV YLJ SPECIAL DESIGN" V�4I.t BE REQt#IRED= a. a . NEI` .. :_ ... �. .. 4. -. to N07 TE RODS REQUIRED FOR 16 .. .. S�CTIUN AA * N, T.S. _ < COATED 7 MIL. Q 1 i a t * / PVC WEEP HOLES /r 2 .. 4 # ,4 _ i 4 2, Ri*tNFORCING „,. _ q.,. 4 45 BEND, f REINFORCING ROD REQUIRED. ` R I A SPECIAL PRESSURE S GREATER, A EC *# i i 4) i i # # TEyS.. . ._,. . .: • " 41 2500 PSI CONCRETE TO BE USED �. BL DIMENSION Am BASED __ ,..... SOIL BEARING PRESSURE OF 2000 PSI _ . AND WATER PRESSURE OF 150 PSI Aor �. i • r i i Eli - RElmevoilprig+ SINAI WILL BE REQUIRED. < o fpr- N©TES, PRESSURE IS GREATER, A SPECIAL Fes~---~ —~--� DESIGN V, d }... ,. . 3. ERE 90 .CREST VERTICAL -BEND 1S � , ,♦y . ;- REQUIRED APPROVAL MUST I:IRST BE RES TItAf Nt A '' .. 'i PRL�N , om ` i. 2SOO PSI CONCRETE To BE USED P N 2 BLOCK DIMENSIQNS ARE BASED LI O PRESSURE PSI WILL BE REQUIRED. SE��� N AA TEES M H GA. N.Y. S.D.O. T. 2 ES 9 w COMPACTED ,i / % ✓j,�/'/ . / .,08 k # OI � OF 2t?OC} S L BEARING 5ECTlC}N 710-03, VINYL w GRAVEL * BOBTAINED I3fV YLJ SPECIAL DESIGN" V�4I.t BE REQt#IRED= a. a . NEI` .. :_ ... �. .. 4. -. to N07 TE RODS REQUIRED FOR 16 .. .. S�CTIUN AA AND WATER PRESSURE OF 150 PS I WERE SOIL BEARING IS LESS OR WATER N, T.S. _ < COATED 7 MIL. Q 1 i a t * / PVC WEEP HOLES /r 2 .. 4 .: .• ,4 _ i 4 2, Ri*tNFORCING „,. _ q.,. 4 45 BEND, f REINFORCING ROD REQUIRED. ` R I A SPECIAL PRESSURE S GREATER, A EC *# i i 4) i i , FOR A OTHER BENDS. EXPOSED BARS TO HORIZONTALBENDS I. DESIGN WILL BE REt! RED. BLOCKS TO POURED .a- t 1 1/2 STEEL ANCHOR 1 _ l\ 11 a� +� PROVIDE CaNCRi=Trr Ti�usT aLOCKS, cLAAi,Ps, rr Roos, ETc. AS REuiRE�. _. - -- ALTERNATE INSTALLATION OF HYDRANT, ° BRANCH OF TEE ° 3000 LB. CONCRETE vo a o. 4 0" N.T.S. UNDISTURBED GROUND PIPE ° MAX SLOPE 2;Q FOR 141' 1$" NOTE: BLOCK TO BE POURED AGAINST UNDISTURBED EARTH PI....AN 4 Q ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS: -'SLOPES 20 TO 35%, NOT OVER 36' CENTER TO CENTER. --SLOPES 35 TO 50%, NOT OVER 24' CENTER TO CENTER. 1 –SLOPES 507% AND GREATER NOT OVER 16' CENTER TO CENTER. w UPPER 4 –FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST w < LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY THE GRADE ; ENGINEER, > iv RANDOM LAID STONE j } ,. . A ANCHOR r' NOTES: -} – 1, 2500 PSI CONCRETE To BE USED TO BE USED FOR ALL UTILITIES _ •} ¢ 3 TOP RAIL 1 5/8 O • DIMENSIONS E BASED UPON w , e 2 BLOCK D MEN5 ONS AR B ct ..a SOIL BEARING PRESSURE OF 2000 PSI & R z w Q G> AND WATM PRESSURE OF 150 PSI ► w {� I I QR WATER R AR NG S LESS 1N -IE (: S'�k�L �E � PRESSURE IS GREATER A SPECIAL . 4 WHERE SOIL BEARING IS LESS OR WATER - RElmevoilprig+ SINAI WILL BE REQUIRED. < o fpr- N©TES, PRESSURE IS GREATER, A SPECIAL Fes~---~ —~--� DESIGN V, d }... ,. . 3. ERE 90 .CREST VERTICAL -BEND 1S � , ,♦y . ;- REQUIRED APPROVAL MUST I:IRST BE RES TItAf Nt A '' .. 'i PRL�N , om ` i. 2SOO PSI CONCRETE To BE USED P N 2 BLOCK DIMENSIQNS ARE BASED LI O PRESSURE PSI WILL BE REQUIRED. SE��� N AA TEES M H GA. N.Y. S.D.O. T. 2 ES 9 w COMPACTED ,i / % ✓j,�/'/ . / .,08 FROM THE ENGINEER. ED E E y♦�� !�C OI � OF 2t?OC} S L BEARING 5ECTlC}N 710-03, VINYL w GRAVEL , BOBTAINED I3fV YLJ SPECIAL DESIGN" V�4I.t BE REQt#IRED= a. a . NEI` .. :_ ... �. .. 4. -. to N07 TE RODS REQUIRED FOR 16 .. .. S�CTIUN AA AND WATER PRESSURE OF 150 PS I WERE SOIL BEARING IS LESS OR WATER N, T.S. _ < COATED 7 MIL. Q 1 i a t * / PVC WEEP HOLES /r 2 .. 4 .: .• ,4 _ i 4 2, Ri*tNFORCING „,. _ q.,. 4 45 BEND, f REINFORCING ROD REQUIRED. ` R I A SPECIAL PRESSURE S GREATER, A EC *# i i 4) i i , FOR A OTHER BENDS. EXPOSED BARS TO HORIZONTALBENDS I. DESIGN WILL BE REt! RED. BLOCKS TO POURED .a- t BE' PROVIDED WITH PROTECTIVE COATING, t" y 77ii AGAINST, UNDISTURIED GREATER THAN 2% ARE NOT TO BE DESIGNED BY r N.T.S.EST EARTH DOLPH ROTFELD ENGINEERING PLAN ELEVATION F'lL.DTCNE RETAINING WALL' V 11CAL NDS PNOX.': -BE 1 % -E. NG TO TIE TOGETHER WITH 3 4 IN ADDITION TO T#iN CONCRETE THRUST BLOCK, ALL FITTINGS BE O / \ \ / l _ ,.. F x A THREA RO€i AND ANY OTHER'. AS E11REC'rED BY THE WATER :DISTRICT, GALIt NIZI~f1 i;�ED S: , * �,, � ✓'� � � R , 717 1 +4 P d j ax 4 j RElmevoilprig+ a; d p r\ r 10 1 a 0 C t VARIESNOTE- JMTH AI BASE IS EQUAL ID t MIDDLE FAIL - I 5/8,> NOTE: 40% OF TOTAL MALL HEW, a � • . ,* P ma: i 1 i a t M i • •. 4 1, THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR %iiI"I;r4' !i<- lill`:i<-1%•�� T.'dI"I`!�(t43i1L%I1f i `"3 ` *# i i 4) i i , VERTICAL GRADE .SEPARATIONS OF 4 FEET OR LESS ON SITE, ` BLOCKS TO POURED (; a % N.T.S. ` 1 I� i CONC. BASE 12"X12" 1:2:4: MIX 1- 23-95 1. 2500 PSI CONCRETE TO BE USED ---- , 2. BLOCK DIMENSIONS ARE BASED UPON \%\`� 1--7--98 SOIL BEARING PRESSURE OF 2000 PSI R 8-15-97 OF WATER PRESSURE OF 150 PSI �\\ a ; f\/ �VLAGK, 4 ry 1//L POSTS 0t RElmevoilprig+ a; d p r\ r 10 1 a 0 C t VARIESNOTE- JMTH AI BASE IS EQUAL ID t MIDDLE FAIL - I 5/8,> NOTE: 40% OF TOTAL MALL HEW, a � • . ,* P ma: i 1 i a t M i • •. 4 1, THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR %iiI"I;r4' !i<- lill`:i<-1%•�� T.'dI"I`!�(t43i1L%I1f i `"3 ` i i 4) i i VERTICAL GRADE .SEPARATIONS OF 4 FEET OR LESS ON SITE, ` BLOCKS TO POURED (; BOTTOM RAIL - 1 5/8" AN WALLS RETAINING A SLOPE 2 ALL WALLS GREATER TH OR L t" y 77ii AGAINST, UNDISTURIED GREATER THAN 2% ARE NOT TO BE DESIGNED BY ; EARTH DOLPH ROTFELD ENGINEERING PLAN ELEVATION F'lL.DTCNE RETAINING WALL' a % N.T.S. ` 1 I� i CONC. BASE 12"X12" 1:2:4: MIX 1- 23-95 1. 2500 PSI CONCRETE TO BE USED ---- , 2. BLOCK DIMENSIONS ARE BASED UPON \%\`� 1--7--98 SOIL BEARING PRESSURE OF 2000 PSI R 8-15-97 OF WATER PRESSURE OF 150 PSI �\\ a ; f\/ �VLAGK, RElmevoilprig+ # a % N.T.S. ` 1 I� i CONC. BASE 12"X12" 1:2:4: MIX 1- 23-95 1. 2500 PSI CONCRETE TO BE USED ---- , 2. BLOCK DIMENSIONS ARE BASED UPON \%\`� 1--7--98 SOIL BEARING PRESSURE OF 2000 PSI R 8-15-97 OF WATER PRESSURE OF 150 PSI �\\ a ; f\/ �VLAGK, RElmevoilprig+ a � • . ,* P ma: i 1 i a t M i • •. 4 : a by. %iiI"I;r4' !i<- lill`:i<-1%•�� T.'dI"I`!�(t43i1L%I1f i `"3 ` i i 4) i i 77ii 3:1 SIDE SLOPE OR LESS LIr A b Xn X425 t�ttANi ik MtAiUAitD!! idAT 2-5% stoped channel Seeded and Mulched 5' o.c, BE SUBSTITUTED. IF . .... - . _ GROUND SLOPES, MONUMENT SHALL I SET ABOVE THE HIGH Slae I 5 101. sloped Channel Seeded and Mulched 5 � ' .. {� e I Ci C \�fi�'`� BROKEN S` ONE CNECKDAM 18 HIGH - THE REVEAL IN THE LOW SIDE IS MORE Erosion Control Blanket NflMFNt^ 3" STONE, � THAN 6°, THE GROUND SHALL BE GRADED All c, ann ts , within Seeded e and lined with TO PROVIDE A 6 REVEAL. ' ..:: �..y• z<tr :•'. � e 100' of pipe cutlet Eroslar Control Blanket See note c ,q a SEER MIXTURE FOR SWAI..ES !F ROCK IS LATER R ;> S ENCOUNTERED, alrnt OUT ROCK TO AT LEAST 12 Artnfv cati cad min n i^ tlna s�n-h ca nfi it rsor+ 1(i!1#icb` I3L3(1 St fnr l FLOW 0iANNEL STABILIZATION CHANNEL GRADE SWALE TREATMENT 0,51- 3.0% SEED AND STRAW MULCH 3.1 - 5.0% SEED AND JUTE MESH OR REVEGETATION MAT 5.1 - 8.0% LINED - R#'RAP 4-8" q + A 1 6°--$' 3:1 SIDE SLOPE OR LESS LIr A b Xn X425 t�ttANi ik MtAiUAitD!! idAT 2-5% stoped channel Seeded and Mulched 5' o.c, BE SUBSTITUTED. IF . .... - . _ GROUND SLOPES, MONUMENT SHALL I SET ABOVE THE HIGH Slae I 5 101. sloped Channel Seeded and Mulched 5 � ' .. {� e I Ci C \�fi�'`� BROKEN S` ONE CNECKDAM 18 HIGH - THE REVEAL IN THE LOW SIDE IS MORE Erosion Control Blanket NflMFNt^ 3" STONE, � THAN 6°, THE GROUND SHALL BE GRADED All c, ann ts , within Seeded e and lined with TO PROVIDE A 6 REVEAL. ' ..:: �..y• z<tr :•'. � e 100' of pipe cutlet Eroslar Control Blanket See note c ,q a SEER MIXTURE FOR SWAI..ES !F ROCK IS LATER R ;> S ENCOUNTERED, alrnt OUT ROCK TO AT LEAST 12 Artnfv cati cad min n i^ tlna s�n-h ca nfi it rsor+ 1(i!1#icb` I3L3(1 St fnr l FLOW 0iANNEL STABILIZATION CHANNEL GRADE SWALE TREATMENT 0,51- 3.0% SEED AND STRAW MULCH 3.1 - 5.0% SEED AND JUTE MESH OR REVEGETATION MAT 5.1 - 8.0% LINED - R#'RAP 4-8" MOUSE FOUNDATION STEEL PLATE COVER WALL FINISHED GRADE SECTON MWAS10" 04 Ir&El - Lc (Ft),, W {FT} ES—A 15' 17'4* 7--6° 6°--$' ES --B 1s 15'-4" �-ti• 6p—�' ES—C 26' j X -T 12'!-W 10* Ii*"' ES—E 11' 12'-3" 3!—g" 6.— - ES—G 14' 17'-0' T-4" ES -girl 8' 9fM3. 3*4 C—r .: ES -61 11' ': 12'-3' 3,-9` 6»—Ir ,.