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BelleFair Plans 1995-7-25
DRAWNG NUMBERS 1 of 41 EXISTING CONDITIONS REMOVALS 2 of 41 100 SCALE SITE PLAN _7 3 of 41 SITE LAYOUT PLAN L-1 10 4 of 41 SITE LAYOUT PLAN L-2 \"A 5 of 41 SITE LAYOUT PLAN L-3 6 of 41 SITE LAYOUT -PLAN L-4 [7! --ii—PL IL 7 of 41 GRADING PLAN G-1 PARM *A* LANDS TO K mv"'mo //El r T 8 of 41 GRADING PLAN G-2 L j Lj TO THE VILLAGE OF RYE BROOK 9 of 41 GRADING PLAN G-3 APPROXIMAIELY 20.7 AC. UPLANDS 18.5 AC. 10 of 41 GRADING PLAN G-4 11 of 41 UTILITY PLAN U-1 _j! j 3 —2 12 of 41 UTILITY PLAN U 13 of 41 UTILITY PLAN u-3 ¢j UTILITY PLAN u-3 14 of 41 14a of 41 OFF SITE WATER 15 of 41 SEDIMENT AND EROSION CONTROL L--- 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 L_ L ---- _j i I" \', X Ai 21 o f 41 ROAD PROFILES < \A 22 of 41 ROAD PROFILES STORM PROFILES T1 23 of 41 24 of 41 STORM PROFILES 25 of 41 STORM PROFILES 26 of 41 STORM PROFILES 27 of 41 PARCEL W STORM PROFILES APPRommAIELY &3 Ar- 28 of 41 SEWER PROFILES UPLANDS 3.3AC. M 11 1 i � I I 29 of 41 SEWER PROFILES LM Lj L_J 30 of 41 SEWER PROFILES 31 of 41 SEWER PROFILES p)a17t7//0/7,- 32 of 41 SEWER PROFILES Z— 1. 117sImmel7l Xoproach ... 0. - - � ... mm.. �.. am. & 33 of 41 SEWAGE PUMP STATION Z—J.' Inner Turnip Oa/&,- 7a,-nl,7g ftw Y&* - o&vwftve 34 of 41 CRITICAL FILL SECTION S� T/:�> E-E- T 35 of 41 OUTLET CONTROL STRUCTURE DETAILS The porllon of p1-op&Hv //7 the V111age of Ave Amok &1711r&'�l 36 of 41 WETLAND MITIGATION PLAN //7 Me Z017117g VISIMCI 0,97 CaI77,0US11 0/1/06 AV17d117g --0/7//70 dlSMICI Due to 1h& property's proxImIll to 1he allpol-I // Is also sahjecl to Amoo:H 37 of 41 DETAILS overlay Z-4 as per lkasler Sheet 4-J"' of lh& Town of Ifle Zoning 38 of 41 Map, dated Sept 7, 1954, h7sl revised Nov. 14 1.992 , o17 ///& of 1h& ill1lage DETAILS Of R16-91-00k 94111dil7g V&,0a1'1177&171 39 of 41 DETAILS ZONING MAP 40 of 41 DETAILS 41 of 41 DETAILS HEALTH DEPARTMENT SET Y 0/d 71=* A000' BOX 25-F9 01W&IMICh 0 r20r'A5!9 5.100 517 Theo A"relnol A)ve, N. r 10580 Tel• (914 'y sanitary Sewer kf110a* of Rye Brook 19&pa1-t1n&171 Of ILlblIC W01*65 Lm Lm Ax 43 1= IMF 5R 'IF a E39RC3C31<- 061pq Cw h Li Fm AAlr=slr 5q cr 13 rd ir 1r ra v v 90 South Ridge Alvet /!�V& Amok N.Y. 7057J Tel, 1974)AUT9 07-'U Ll G1 U1 S1 L3 133..�IJ3 S3 4 Ahe existence ol'4117dwylvano' Imprommewts, &a,5*1n&7tS Or encroachments, which are not tliFl" oWl7a Normal A&& survey operations or are not //7 11WI-111,16nAT 0110VIdM, 014 17014 .00*17 h&IW17 47/70' Fe1b"q116,*M OM 1701 certified TOPOGRAPHICAL & BOUNDARY SURVEY PREPARED BY WARD CARPENTER ENGINEERS INC. SURVEY DATED: July 12, 1995 L2 G2 U2 S2 L4 G4 U4 S4 IfevIsed and Additional 117forinallvI7 added .14111 17, 1995 and '&1y 25, 1.9.95 Revised and Adollllolml 1171o,-malloI7 added Nov, 7, 1995 4dd111017a/ W01147170S 117/orM0110/7 added Dec. 15, 1995 Revised lo exclude 1he J. 0 Acres Parcel I -oh. 7, 1996 W011al7d SelbOCk Z117& OdOed 1-&h I-T, 1.9.96 �100 0 The premises being Tax Zols 1-4- /- 4, I-A-2 & 1-,0-2 /n Block J coDcLl as c Sheet 2 as shown an the village of ?,Ye Brook Tax Assessel7m7l maps KEY MAP tefland Nolt? N(g)(9) Whftm (POmflne Road M611,C17d Vellneallo17 hl 4vans Assoc. Z-17Y11-ol7l7w7lal Cons, Inc. on Nov! 7, 1995 Cnn%,rinht (C) 1907 P m Stoaa Ava 0/000 1 /N7 0 — mr c� I NI 00: (L OZ of Canlarttna of Rea Kay /* 4" Gent AI Ab 159P — . .... . .. .. EMOVE EX. SEWER .. .. ..... ....... .. YSTEM TO THIS POINT y PARCEL "A" LANDS TO BE DEDICATED TO THE VILLAGE OF RYE BROOK I APPROXIMATELY 20.7 AC. UPLANDS 18.5 AC. __XISTING WELL REMOVE EX. BUILDINGS -MC 7.ONE LOCATVW Or 1"Wt'y Mo 4s1.* a oaf WOO 0 ItaN oaf 20 ft. W,do so my as p4r 004rty OW ok p R rfi A S X Akro t� Prop mwowt 32 forte owk F9 REMOVE Ex. BUILDINGS 7M 10 0 t. X REMOVE EX. r-A1311INk.7 OLA UN LlUtll TO REMAIN Abet** BLACKTOP DIVE �` \ A EXISTING WELL \> *am* 0, MNNNI REMOVE EX.— BLACKTOP DRIVE sw so REMOVE EX. STRUCTURES f. REMOVE EX. BUILDINGS 0 e. REMOVE EX.---J BLACKTOP DRIVE AND DRAINAGE SYSTEM APPROX. LOCATION OF EXISTING WELL REMOVE EX. BUILDINGS REMOVE EX. Pon VV PARCEL "B"'!. APPROXIMATELY 8-� AC. "ilk UPLANDS 3.3AC 3* LLN AVE. ACCESS PARCEL FROM LIN : A ftu-mw - - - - - - - - - - - - - - AVOW 100 YEAR FLOOD ex"Im \971 b At lilt _"gyp Svc, x + it -W ACCCft S # # S INA too Yk Ftm ar 0 0 Swr 1 11 1 t3 100 vrrwnAW WVA"M A 14 % it z A It 7— -37-- V; 85 E !]'!��*�*# �*"'y��.j 21 % 1L ft , , 11% ` o* cowit, a&* �75 % 2 22 a 71 PARCEL "A" f for too LANDS TO BE DEDICATED 29 r32-� a a al-, SWT 6I t TO THE VILLAGE OF RYE BROOK 30 APPROXIMATELY 20.7 AC. 2 33 UPLANDS 18.5 AC. 104 35 95 36 192 94 119 25 118 yet 120 /A 93 124 -noN zONE 264 e0TF C 126 '/258 *,not4 RUNWA'y P UATE 'ems t D < k 259 too 17 127 62 1 1 '14� " GENERAL NOTES261 116 - *It* f r `-1 40 4 �y + Igo 140 141 59 166 + 139 128 J �7 4258 1 -7 1 114 f N1- 10 A-4 A 129 + 41 44 QV ',A 113 130 z Igo Lj [14�Lo 200 44 45 AA 't 171 2m P, R V L 131 136" A 1� A ArJim 145L.( > Im S 4-- A to 54 4� 203 202 149 OMMM AOMW OW 134 49 T Jet- 1-52 \r. '5C 133 Im It 7-� 216 5-1 216 SWT "ac 157 214 r 2 2" 213 SENIOR 2m 2% LIVING / 14 222 A V A 209 AA . I G>A F - I Jr n3 F-22-5-1 [:!226] PARCEL "B* M7 PiAN'S I OR APPROXIMATELY 8.3 AC. 6 AN, t'4' 'F�' 2 T 210 L, j'R NG rl4f, �,N �q AS Nt('FSSA41 UPLANDS 3.3AC. T ACCESS PARCEL FROM UNCOLN AVE. 20 231 k 246 243 22 237 L236 J 233 1 1 2321 z ----------- 4101M AN= SW All Omm W* 10 K Oman m OmMy Acem swr 4-1 4 4 Tj no Mll 1 IMP �14 A. I I I ;I am Oman&# mimm,• 40 49moommm 4m 4011mmmm 40 4amwaam 4m 40� NWOM so Qmmmo 4" owwwom s 771mAr r KING I $AAA* REM" DOSTM WA U RUK" MSMG WMJ- GRAPHIC SCALE 501 100 200 400 ( IN FEET ) 1 inch = 100 ft. 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. LL FAIR VILLAGE OF RYE BROOK 5-28-98 WESTCHESTER COUNTY, NEW YORK APPROVED BY: 3-175-7-9898 100 SCALE LAYOUT — DATE: f s Rev: 1-23-98 0 Orig: 12-10-97 101 If ry lul Pdd h gOdd0@0 design by. DR drawn by JLF fm@)& Whlq;(s PosonaD Road,, `Fmrrytoawn, MV 1961PT chkd by Copyright (C) 1998 sheet 2 0- /41 -------------- !00 iIL 1 l 1IL ``�.,, „ < It t It .;. % `� t <aaA M ttitttt ... itttt ttt}ttA <' �,.,. �, �� a� . -+,,, " ,.. * 15 100 W-AA FLtiGO tEiEY� fi r. ,�, .. �� /k td `' } dl �..� � �. ` !p.♦i'�. dad ` tffft ftP fi� �� 0 4 9-� rg `�� , . r '. . • 8 fa.aro *, r 1s: ♦ "x ^.,. Z a t t "a V ti \* t t ! t Y Jtt�i t m ..•�"'"' "� it r=wa � 1 L. w f L ' .+✓ „+. j. S ,.I.3 4 AW i 4 r / -.. i ' ' \ $ s % {>1 i 11�1Mi, RAW KA � s � +MI w a r N1 Ar • 1Mt � w.+,,,,,. �# a t }� f} \ t; t t i i i t t ti k f t i< fF . t � f s %* 9`{ t!3 C4� \ ♦♦t � a ...-'*°"*^.^ " ` „ *�' +� 4� \: O. ^- - .... ". p,-... .. _..„.,...._ _. -.. _-,.:,........ _.. "1 A F ` a r r woo r a i s ma t ry a o r t". a a t a> r t a a e r R a� o a a 0• B ... Jd F x P a e� a d i r ' .. `� j ""'.-o*!, w Aar 4n+rrr €1- Aq> as /5fr _ 4 IV- 22 r f, I ► f ` Jt A q 4 € t f .,.~-�' E27 `. 31 _ * ®� �' ` ` PARCEL. "A" E24 *. Jff j 2B 29 SWT 6 ,�.. LANDS TO BE DEDICATED 46 lit• �.. TO THE VMLLAGE OF RYE BROOK APPROXIMATELY 20.7 AC, ' +► .. � v # UPLANDS 18.5 AC. ��� 2 �Y� 4 � • ; t w _ a ( 1 44 r � xviON lip to j #PRO#t a._► el 00 f a L i t{in " #27 _ _ w ~,-'•..w , _ r , , ... _ _ i. ""fit, ° ._ . .. ;�- `' �.. # I40 y y......... t. tieP s s C :. s •,. AA $ a, ...+. s .. .y ,., , ,,,. . � k e q. `m C.--.._.. f .. /,/f i. e.. , ....+x `,� *a ... ..... v. ... ss <._ . , > . ,,y ..., , ,.. ` �rt :..:.-s... •at s �...� ,... -e _. 4 ,+ i {/ +S iA Y `.,, ..: �.. .',3 r� s"e. C d. ., x- , ,. ;„. : , y .:. :;. ,.•, . '.. 4 +� i £ i t r � � \ � , #20 -` 114 ! I f # 43 1 ,_ .� r r #1# w ... _ 60 5744 W 175 t L-� a ;. ,b f'k^ a ..� 7 / 4 j Cµ;... "'�" 1:.. rx „a-=.: `.; ' 4h": ...A .-.aC..., -,.a X" s t� --»...., {'/ 1 d ti QNC? Axt, t .., F . aq, y�' .: L �-.,`,>... t[ S�` �yY { )J( +'*sue 4 // 6Y� tJC '`.....•r ` \i �-8, ... P ,J"J 6i d ,r, N .,, G:r» ,_.,.<.:?. 4 : ci f" ^ P{ ` J[f F#.y t) �$/ MW f d` t 54 +v..' €.,> 5 -.. A,35 lit �. ; )G� e ,. r`. 5 •. ..„ w, ca .. .. ..: a , .a. " '., a, ..`, ,.. ,.1 "`----.d q w-. n. I r _ - - _ _ L 49 r t \ _ ( ` ^ I r � r ; / Li r re.% `,, A ^. wa „€.:,.,. a .. - -z c > ._. ,*. " ^. a e •, .-,. .. # ??t .} Lw p D,RECT-As or t � WT I 1,5 1 ; 25 f ° y t 41 o C 6 r' a t 'fit [. w+x ...,,4 2:-i. ". -. ,„, .�: ., s ` �. ,?$ ca%'€.J..s`. t '``,yam ""�,, f S �•" °' -- ''�-- ._.. ''�„b' f `' �. 1' s . +fit -_C_14 ;; [Ay , m � 4.12 r LIMN q�� / k 10 . ' ht '? R ('% ca a r ;:.. . m , ,a ` s A', r, '-,A' .. A, ;' z: a r ,,.:.., - =., > s: f i 222 A '3F's <.., 'w ."Nti "w,:: ;x. A `.4 '.,: q Is. S -Cse S, +YA_.: •Y ".� � A 'S 7. S-, R? .9:..'`._. E_S 206 223 A�>E.p:.F'v _�.; ,,..-a N, ,, <2 : 4 J ,q r `'2 i `� '� PARCEL "B" f, PLANS �`xkR �•.- .,,.= c,: ,20.< � ,,.,A ;,;t, a-.q c{ Pe ::1 229 ,«rt r y. I APPROXIMATELY . 3 AC. r 2 . A N •�- F x. S Rocs i WF.. a a *. S 4..: ,. c 'w. A: T ., .: 3 c D'j111Nr- T+F ",(1ti,:. ;:x ,. .. .-,> n r .,;, a , -aF .. , a,.,.,. =r„ M s ,. _)P 4r• ra a ".` t \ , AS NF�ESSA _4 UPLANDS 3.3AC. t i ACCESS PARCEL FROM LlNCOLN AVE. 231233 e ( s 1 243 236 237 2Jfi 2 f i �y g 232 , V f �G. I E vamp Amm so eum WmK A IE CWWS TO 901011CY ACM4 SW7 4-1 AV 4 r f } i r! r P j! Of P f Q� /♦` ®.�...... id A,W/ip® �11�iYDOiIYl4A!!Al�"Rr�lliOA9r��lAAiYI ��Al�tpp Al�Y�iY�1ai A® II0Im4401E 40momma'40Y4mommom 00/i1A� � 0 �,�rt � as aelir.► 4m 4 � /®1Y� ® � ® MrrrrMt ��4 L1% srrL 4 �` ,e +IMrr lkr - c r KING S , ',1 "T GRAPHIC SCALE ,, 0 50 100 2 { IN FEET } 1 inch = 100 ft. 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 \AOLATION OF THE NYS EDUCATION LAW. BELLEFAIR VILLAGE OF RYE BROOK 5-28_98 WESTCHESTER COUNTY, NEW YORK 5-7--98 APPROVED BY: 3-17_98 100 SCALE LAYOUT DATE: 1-23-98 sheet Rev: Orig:-97 (do0rpo) hoJ"L� c oo® design by DR 2 dawn by JLF who%(m Pomona N&&cola 0 _ tl 0 chkd by. 41 Copyright c0 1998 rf o. s Sion e AVG// 0Ion g Lrne 'Dos S ° N. o 16 • AS 26� -.. 4. PROPERTY LINE 114 ••., ..� 18 2,~.�-- • ,,. 23 RIGHT OF WAY LINE `► ° -..... -,.--—.,----•._..,_ -____ 29 EASEMENT LINE �* �•�,r 12 13 1S 22 ` ° '''~� 31 BUILDING ENVELOPE \ rr .- R=21Y 21 ' "-�...�.— ... ,. "��` �. \ 37 WETLAND LINE 100' WETLAND SUFFER 6 � � 1 . „ •��`+�,• ,� --..°, , � • • 19 • �`-'�., `'�. � r � �•-�"- --.._ ~`` 34 ' .,• 38` FIRST FLUSH cp, '....----.,,36 OPEN SPACE ---... `�-.. e ADDITIONAL WETLAND AREA .--,' ""�--- -..„ ��s / '�'-�., °`�;� �-' 40, w, Y PROPOSED DOUBLE YELLOW LINE 3. / $ t b-.- 1 '��"` '�` - `''' 39 4 TRAIL SW PROPOSED 12" STOP BAR A # . PROPOSED STONE RETAINING WALL �2' /`, °�., We t a (SEE DETAIL SHEET 40 OF 41) - e-�' .- - --'' �s- PROPOSED CONCRETE RETAINING WALL r-'"� --•"""{ `�& f DESIGN NOT BY DOLPH ROTFELD ENGINE -''� (� ®-.~�.., •.,� c I PROPOSED SIGHT LINE �A� r� � ,-- , ,�.•*"''""�I�ST FLUSH `� P WITH EASEMENT YY T f2 8 9 13 --_ •,.� \, 10 12 4 14 PROPOSED GUIDE RAIL 10 /' ,/ 7 4,3 PROPOSED 4' SIDEWALK 1���,.. __ __ . - �+ 18 19 4,6 PROPOSED SIGN AND DESIGNATION ° - `-- tP 4`1 4 10 _ _ `� PROPOSED TRAIL SYSTEM �� - �-- 9} 1- •'_ `` ___ {_ j .`."^.. / STA: 9}9ti.81 t2 1488' ` I-^ 3+t}p ' -� ' 8 do* 00 PROPOSED LIGHT LOCATIONS .� _ _ f i` R- 100 1 77 t I 10 OFF STREET PARKING AVAILABLE 54 SPACES -�\ � 85 � -.., ���� ``` � .,,�` `�.,° ,•-. 1 1 r I i 6 271 WEEKDAY USE REQ D \ \ 6k 1 js s 2 ' * \ ® 87 S 754 `�•���� i f ,� RETAIL 3500 SF . 18 SPACES --{ f . OFFICE 3500 5F 14 SPACES �' � � � �� � � � � ', � l DAY CARE (25 CHILDREN, 5 STAFF) 10 SPACES ® '\ \ Lr__ fi L-----....j f ` �. J 22 (PROVIDE FOR 5 DROP OFF SPACES M-F 7 AM-4PM {� f 88 REC. CENTER STAFF } REC CENTER 8 SPACES ``� \ - --�' �`' I 54 SPACES REQ'DAfF x \ \ �-._ - - --_ / %` f 2 89 ,� \ \ I`` .....,,\ \ 25 m EVENING AND WEEKEND USE REQ'D / -'"' \ t �' `''`,,, '`• .� ^' 1 7) reoo ® L RETAIL 3500 SF 18 SPACES _j � REC. CENTER 5 STAFF 4 SPACES `� I �'�-- ./100l 1 J f RFC. CENTER ~-,... 0 SP CEs---- /`'' �—�.. -- OPEN SPACE ./ ,,, --- ` j 141 / \. % 70 �8$ -----• 54 AC REQ D ~-� i \ 99 02 /off o\ 98 ,� dmmmmmmm�m Ono %fig ,r - 103 \ 00* 00 % 5ow too OPEN SPACE �� a �� OPEN SPACE 00 94 1 \ 119 191 CWD SPACE j' f 1i8 • _ \ TOT �, � . 1 g0120\� �: � 255 � % LOT / / 10757 / 25 258 it ® rxQ DAY �,-- w `� CARE 1 18 ' `R�tS' /'� 121 14 5-28-98 5_ 7-98 BELLEFAIR 3-17-98 VILLAGE OF 1--23-98 ----'' RYE BROOK 1-7-98 U, G1, U1, SE L3, a U3, SE 12-10--97 WESTCHESTER COUNTY, NEW YOK GRAPHIC SCALE 11-25-97 50 o 25 50 100 200 SITE LAYOUT PLAN Ll 10--3i --97 Rev: 9-17-97 sheet L2, G2, UZ SE L4, G4, U4, SE ( IN FEET } Ori : 4-23-97d Q 0 ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS 1 inch 50 ft DR � e, �,OR! P�Pi DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED design by. 3 AND REGISTERED ENGINEER THAT PREPARED THEM, IS A JLF drown by. Rid Q'9 "t a [Pocono Road,, VanrIp igow 9 My tl(9E@)�i VIOLATION OF THE NYS EDUCATION LAW.tr,-`1rb to% n ehkd by'411, Copyright 1998 '94 g00000 9 Wt ILANU LINt 28 29 100' WETLAND ADDITIONAL Wi y PROPOSED DO PROPOSED 12' PROPOSED SP {SEE DETAIL S PROPOSED CO' DESIGN NOT B PROPOSED SIG WITH EASEMEN PROPOSED GUI PROPOSED 4' X PROPOSED SIG PROPOSED TR) PROPOSED LIG' } 4 f ANY ALTERATIONS OR REVISIONS OF THESE P DONE BY OR UNDER THE DIRECTION OF THE AND REGISTERED ENGINEER THAT PREPARED VIOLATION OF THE NYS EDUCATION LAW. I I i;.... `'LESS ROAD x 52 0 Ck 01. 0 10 111:t 4 —5 57 271 4-6 0 - SwT z A-0 OPEN SPACE A pp 0 x /m a I e L o c a I i 0 . . .... 59 0 fCenferIine 0 of 41 /7 W 0 y 6 /7 6 34 t UT/UTY 7S P,9r COU/11y Clerk Map No 1543I < 0 Vr 160 61 _S2 Et i "'"" --- j ' 150' "J 261 i 27 31 I I 1 PARCEL )$A)) A-_9 28 SWT 6 Now / I I I LANDS TO BE DEDICATED 32 64 1. 21+00 TO THE VILLAGE OF RYE BROOK 30 f 290 00 APPROXIMATELY 20.7 AC. 2,36 fk=92.00' 33 64 -------- 262 '1 . UPLANDS 18.5 AC. XX FIRST FLIJSH 6 0 f 0 C14 A 35 4 60 36 > � i � � E i A - 7,2 X 259 25 258 37 x f k 124 4 126 "'r, cp V0\ 38 ATE LOCATION OF RUNWA Lu ...... ..... APPROX" 256 E . A-75 ANY ALTERATIONS OR REVISIONS OF THESE PLANS, UNLESS DONE BY OR UNDER THE DIRECTION OF THE NYS LICENSED AND REGISTERED, ENGINEER THAT PREPARED THEM, IS A VIOLATION OF THE NYS EDUCATION LAW. ...... -3. SE',"" L1, G1, U1, SE L3, G3, U GRAPHIC SCALE 50 0 25 50 100 L2, G2, UZ SE L4, K U4, SE ( IN FEET I inch = 50 ft. 200 4 LEGEND PROPERTY LINE RIGHT OF WAY LINE EASEMENT LINE BUILDING ENVELOPE e e WETLAND LINE 28 29 100' WETLAND BUFFER .......... ................. ADDITIONAL WETLAND AREA Y PROPOSED DOUBLE YELLOW LINE PROPOSED 12" STOP BAR PROPOSED STONE RETAINING WALL (SEE DETAIL SHEET 40 OF 41) PROPOSED CONCRETE RETAINING WALL DESIGN NOT BY DOLPH ROTFELD ENGINEERING PROPOSED SIGHT LINE rAAdV WITH EASEMENT (V 60 PROPOSED GUIDE RAIL PROPOSED 4' SIDEWALK PROPOSED SIGN AND DESIGNATION PROPOSED TRAIL SYSTEM PROPOSED LIGHT LOCATIONS 7YP 5-28-98 L LEFAIR 5-7-98 3-17-98 VILLAGE OF 1-23-98 RYE BROOK 1-7-98 12-10-97 WESTCHESTER COUNTY, NEW YORK 11-25-97 � L3 10-31-97 SITE LAYOUT PLAN Rev: 9-17-97 0 sheet Orig: 4-23-97'en dd(�h r(DT?'@0d @0H@@[PDH ,rl="N,@,design by.DR pi Pi 5 drawn chkd by Copyright 1998 comb-wmag) 400 24' 127 62 IN, 40 ^0 61 A - 7,9 /'� k� r__ �o •� `�,,,, OPEN SP ACE �5O-T A-20 59 1P_ 41 A 139 1 128 vf jA-2J -21 f , ' �` r - / % i �Q o °" ` 42 A-22 A-24 5$ 08 129 43 A-25 60 57 13 44 I I 244 -� I I 245 A -26 130 L 53 56 00 '1V 45 46 cill J/ do 2 IT 136 131 55 8 A-27 000 E "Y'. 47 51 AREA SNOW STOCKPILE -28 SWT 5 33+00 EMEIMCY ACCESS GATE Oq 54 5 0, 1 4 A-32 EMERGENCY ACMCESS GATE } r oe 18 134 49 298. A—J4 I-J5 SNOW STOCKPILE AREA Q( ACCESS USING EMERGENCY ACCESS ESEMENT C—J I up/mc( I 220 10- 12J7 Area9 (D �2 q, 150 r o o k I C-4 1 133 2_21 224 0 fl C) 222 223 Nll 0-8 -927T 2J6 • 276 700 12J5 -�Oao S W T 5-1 228 -� r54 OPEN SPACE 0 R We n d 274 74-00 6-A00 _21J .A. `1-4 m Iii. (n 226 227 228 Zx© L J L 229 --L�j 23 5+00 Wool mil % mill 231 35 234 47. 233 'lop { ' l �` '' 232 SNOW STOCKPILE AREA I t I EMERGENCY ACCESS GATE EXISTING DRIVE TO BE CONVERTED TO EMERGENCY ACCESS ti awe + ck + EMERGENCY ACCESS GATE 2J4 \ 229 233 \1 0-7 230 Limit` 2 LEGEND 0 kl� PROPERTY LINE 189 RIGHT OF WAY LINE 190 "" EASEMENT LINE PARCEL B APPROXIMATELY 8.3 AC. BUILDING ENVELOPE 9 28 29 WETLAND LINE UPLANDS 3.3AC. 100' WETLAND BUFFER 208Z 7 91 T f,- ACCESS PARCEL FROM LINCOLN AVE. ADDITIONAL WETLAND AREA 150 i PROPOSED DOUBLE YELLOW LINE 204 PROPOSED 12" STOP BAR 209 792 PROPOSED OSED STONE RETAINING WALL (SEE DETAIL SHEET 40 OF 41) pprvoqvi) rrwrpFTP PFTAINIMr. WALL 201 19.T as � } x -E996 p 200 198 OCAEXISTING POLES _ttI II I REL— GRASS KRETEIN NYSDOT ROW // RELOCATE EXISING POLEI :c, all c:l l K X 77V* 114 aeC14 Line A 86' 180 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. 210 N� Rom=, ��I►'����►�.�►'���►�'�.�����"�r.�►,��r�►"��'�1�1'11'�1i''t�1►1►'"�1►�`�►`�►V►�`�►��►1..w•� 4M� 411111111111110 4MMMMONVAl 000 15tote Line New rork - 62nnecticat 520- TAPER 200 DESIGN NOT BY DOLPH ROTFELD ENGINEERING /f''f/ PROPOSED SIGHT LINE WITH EASEMENT PROPOSED GUIDE RAIL PROPOSED 4' SIDEWALK DESIGNATION PROPOSED SIGN AND PROPOSED TRAIL SYSTEM PROPOSED LIGHT LOCATIONS 5-28-98 BELLEFAIR 5-7-98 3-17-98 VILLAGE OF 1-23-98 RYE BROOK 1-7-98 12-10-97 WESTCHESTER COUNTY, NEW YORK 11-25-97 10-31-97 SITE LAYOUT PLAN L Rev- 9-17-97 a sheet Orig: 4-23-97 (d@)Oph r(g9fT@0dpj(3@13 design by DR 61, drawn by JILF 099 Whfta POffiflne MV 9@0501 0- Rey: chkd by Copyright 1998 imm-u-socia ■ Al j 100 YEAR FLOOD ELEVATION 0 n ,y 'WAN MCI -mom lift I 4 �*M Q Ali' PIP WAX, A—IRM rAW M iW§ 11" 02 1 M-101 - NMI d 0 W,� r4Wj Ink WI W, 010 Plom", M 6U oil mommi or Towmm", PMMZZ—�_ 'Vill IV A W, AW Ile MIA WA mi w-wig— I "Moll 4 11W.I A Now MR MA 0 _0 w W1. ko I Ao Noma OAF AIM IT I AIPI �.o Jill -Mi t En III ft- ON- ft7=,w" Z A w AL Api A VAAj, 14 ME WMA Nm mp &Rll 'A "W I L. ff"Al ft I gA: MO' I WIA F Wahl Amil A so Cal a 1QXv1Ar-fn. 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"• ` y, ` 220 /-C - a- , : • y ig,r o o A t t ttOtt ,� f , - -- ' .�. , °,.• 1 150 t °, _ »•. 0-4t 1. \ `' 22J '� - -,e— --' - 22 We i / Q n d 225 r - � � � `-- 2�6 � ! � '. °° � U � � ..,. Q ` .. .,. o, \,..i ``'+. .k� ` 47•. t� 2 ( 22 '` J `� 2$,� 3•ey°8*se,. +`�•• I e•°``'+e +t��� LJ(l�'%Gi,/J. •..-„' 1-1 �"�'` \ t w y r < t `'ate • y •.qi ..ee°ee•°e»`®e oop 214 LIMITS O F jD`I S TU R B A N C E —�,,, . �� ,,, �.'- • -... l 5 � t . ,�,, � ,� / • `c�» � � `.� � � 229 �f � . ___. • 230 / �-, � g 0-7 �� L V w- I ->�, ` t Al PROPERTY LINE 1 70 .- - _ _ _ / t AV I ... RIGHT OF WAY LINE EASEMENT LINE 190 FF 378.t} FF 375.{I ` `' T.3ss.a + _ � � ` � ,,, �. � � o ,7 ,, � f � i � 366.0 2,� PARCEL , I t PROPOSED CURB + Onoj 3i3.6 \ \ 0-3 r t f 215.3C1 EXISTING SPOT ELEVATIONS 41Z2` \ -�. APPROXIMATE I t f av I + 215.30 PROPOSED SPOT ELEVATIONS UPLANDS 3e3A f t f `" 200 I Lan ulz~� o `. �gz . ` `° `` n ,. 191 t I EXISTING CONTOUR LINES -.w .°e..,.. CEL FROM LIOLCESS i f 200 PROPOSED CONTOUR LINES 5 , •5 + t 377.t3t k x� `,�,� '� `' `��.. 2 ~ / I ! t i - EXISTING UTILITY PULE 35 ' 37204 1.5 Sv 1 "`�- `~ I f EXISTING LIGHT POLE i . rA6.5 t F 37 „ t tit 370 o -. `, o / / �` _ ~ • ,, . - ".�� `_ — -- --- _" /� t 233 t '� e, , ,,. - " _ ! I EXISTING CATCH BASIN \ ''`�., a �3.5 373 5 3 + + - ' FF 73.5 5 � � � \ � 1 � `. �. � � � °"�``,.,,� `• _ ` � � � � � 192 ' 4 / r — ® PROPOSED CATCH BASIN '.373.a k - " I t ® EXISTING DRAIN INLET ' \ a - e - 202 x I ■ PROPOSED DRAIN LE ---- l 8 PROPOSED YARD GRAIN t EAST NG DRIW JO-$r 1 \ i` , 19 EXISTING DRAIN MANHOLE -- -207 -coRvERTED-T6 EMERGENCY ACCESS/ \ `0000,e - 77: , ' t t (6) PROPOSED DRAIN MANHOLE 7 200 -. $ ', (� t EXISTING SEWER MANHOLE 400, + + '00 N_ E� M t t ,w ` , : �. , ~ �, ` . I t PROPOSED SEWER MANHOLE ti - -- -� _ _ I PROPOSED HYDRANT r. � �. I \ .� `' �... ,```�.. � �. �. � �, � `- ..,`` ,�- � •�,...,-, ,_ .�" .�- �. ,� . �, .-' / � ,� SWT # STORM WATER TREATMENT AREA . _._ avers a•rsr rr.aa away,. 5 RCP _ it t ena< worse Nam ®class ` aw* roe -- ... -.- BIOFILTER SWALE I! x C� T ROW EXISTING STONE 0 , o e i `3'— - -- — - c PRt 'OSED RETAINING WALL SEE DETAIL SHT. 44? OF 41 Lime e w � � State me N��� �. �, rw «.. astir arrsa�rrwrar - .+ ..' ,ewaaaaarr f..a .� r.. ... wrrMwr}rw.r .r. .r. ,.a. .r. ' 40mmmm rw a..r..r..r. ar► ..rrir .a. aw .es as ... moAr I A PROPOSED ENGINEERED CONCRETE RETAINING WALL ; _ ♦ �' L t . _ _. _.. — - — _,., — -... � York - 6apmecficut DESIGN NOT BY DOLPH ROTFELD ENGINEERING F/"'"'_^• X --. x X Sa. p(,...e.. yC ....--»dray( �.. �y'"�,y--. X +.,,.,. ♦ ....• X ? x --...a X .."" x _ '.•... ..�v -,.." ~ " ^+..' '• Sfi%1Pi MKliflllG+77 -- ---x x PROPOSED GUIDE RAIL 0 •p�- mm PROPOSED TRAIL SYSTEM REBUILD EXISTING WALL 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, SEWER, OR DRAINAGE STRUCTURES AND AT 25 FT STATIONS IN EACH LIFT OF FILL PLACED UNDER PROPOSED PIPES. , 2 p BELLEFAIR 5-7-98 NOTE. 3--17-98 VILLAGE O T GRADING DIFFERS FORM THE 1--23--98 WHERE PROPOSED LOT � RYE BROOK 1 PLAN APPROVED PLANS, . A DETAILED GRADING SHALL, BE 1-7-98 Lt GI U1 SE Q, G3, u SE , �, T APPLICATION. SUBMITTED WITH THE BUILDING PERMIT AFL 12 1,® 97 WESTCHESTER COUNTYNEW YORK 1- --97 25 - 7PLAN A O 1 I �+ t�.,. ` 1 3 GRAD G ................. .. GRAPH( S _.AL 9-17-97 aoo Rev:. a L2i G2, 2i L G4 U4 � ao Q 0 O >, 70 ' - _. _. OCI : � 9c� O O , DR h 0 d ANY ALTERA TIONS 'OR REVISIONS OF THESE SE PLANS, UNLESS ..............:............................... _ - design b E 9 IN T . F T YS LICENSED FE T DIRECTION 0 THE I* E ) : DONE BY UN DER HE D R _o . E . ,. drawn o I 0 da o � t�a�d1 U �i[F f0 GI"r' � Q�I� G�IJ:�I�a� CIS 00 . Vic+ �o 0 "H M IS A n � THAT. PREPARED T E R I T R � ENGINEER AN GS E E D E - `, . Rev. I v L9 t � T LAW. c F THE NYS EDUCATION L V OLATION G E I Y k _ a w Copyright : C '1998 � a �t <O t r t 11P • s , c cr 5i0ne t'a/1,, along Line Z e e/17 a Ie7 S rn-_ Cb 0/0n WA EXISTING WATER MAIN I' n EASEMENT,` PROPOSED 16" GATE VALVE C(. , N. c 24 ,.. I. 114 29 ECT TO E)OST1NG "` I . ES.2 16" WATER MAIN � fi 1 1 .'.'.. 19 2 `�.,. , INV 269.05 SWT ACC 3r 'INV.270 S -1..,.,."` 1r -' INV. 2� 100 yr. el. 275.2 OCS- , 275: OA[!CR WEIR� t . -�' ` �� f 1 Q 15* RCP ti e #INV. R RIM ,d. . FF faV.291.6 �OQ� INV..00 40 $ •`" 8�1 INV. 274.00 ^-. " 'a '►� --~ INV. 276.0 „ A- .... fit 26:0 4 AIL 2 INY. 279.91 15 A-1"--- 2t1% _. g3 pq 1 #lF. #NV 275.91 R862�.0Q • 16 DIP WATER MAIN -' `'�--�SH INV. 281.02 ,/ '` «; 100 76.0 3 -'` ..- - . / ti A- INV. 273._02,,-�' _ Y. 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C-5 FF 292 0 RNi 28C3 i .r--,, "... • DMH. A- I�PNtV 04 St�,t.3ti 24 INV i�JJT 8Q 297.>12b N R8i307. At0 { I �' B INV, 279.79 °t rn I t 9 ."C:.: .:..:..... `.."' � � INV. 293.5 I V, 1. GAQ (2) C83 PROPOSED CATCH BASIN - E..t=.•-'"� __ _ _ _ MM31aQo x e-2 32}•0 - # ..: ..... gig '# _ # V: 4,1$ .20 fir. INV 278.50 (FIRST FLU .,a..,._.,��s" 7NV. 365.19 -- R8t321,QO 27If g 0P ...... ..,..� ,,: 86 tN iN 298.40 2�B AA 1 SifH R7a 292 �`0 �, ,rk" .,. ES 3 -f�IV•-348.17-_ � � OUT 298.30 ( 1 � � 4,5 I3 EXISTING DRAIN INLET - ,,•"° �- IZIM290. IN 290.80 ,� 4 INV 270: INV �� 316 �. DA GHT FOOTING D S `C1 - ` � 317.20 WN '"" •-- ,.,,, . • NV. 287. UIV 84 84.70 . C e�ifr46PROPOSED DRAIN INLET tti B-3 95 325� f f -_ Y�....,, 2 9J (� `288 4��i iNNV-11 V0 "�"•. -.� N� {kJi 284.60 0707 �f z '� �r0 B 1,7 F UNITS 24E--5M R�d330:00 f2 8'„" "�� gip. :� iNV 29856 ii. g Q INV. 324.29 H3A13 �� ...... ..�.,,, -�. PROPOSED YARD INLET iNV 321.27 33 _ ! "®.----°- zr. .1 '..° ..,,.T Q INV. 3 FF CB. B 3n 12.80 r 22M. I 15 2n 6' ENV QU 1110 ciy {NV: a$7.06 u 5 LlJ / ; t INV. 2$5.�(1 . C-3 ? 325.23 4 fl6 { EXISTING DRAIN MANHOLE _.. G CTv 4 �� INV. 3 - � �. ' ���t, C..Sc %�f d ---• " 1#3/7, '_ a f a f f a a a a a ► a a a f --- _ ...... , • • .. , ..... - lE ? cl1 ,14 .3ti` 9. ......- ttf _ 1 Y. 3�}g P r a f r 'vr ,�� INV. 294:1$(2-15 PROPOSED DRAIN MANHOLE �'' �� 1T1� •-' , . it1V. 313.E FB. C 5 j �•' � V P ataPta►P t SMN A7 ""'"" 309. ~�' ` 1 Ott 'O 297. 0 ',S" 2I� "••+r' � ~,$ ...... • ''` •� , t i�f f f 'INY. 313.(H? 313.00 + a 3 ..._. . ,„, , .a i f kNV 309. �' r rr } Q' EXISTING SEWER MANHOLE ,,� ...-�-''. sr $ 1 H All J. v 18 ,�r - - - 83 8Q 7 D •�,. D. `*� / BROADCRESTED 1R Ocs••- �� V 299.1``� �"`"` 2- t / INV IN 281.4� `� ► , ✓ w^ gSM#1.318,0 BSMT. 17.5 BSMT.315.5 Y 60 i •� , / `�, ' %,. uvv DUT 281.30 30 Ion O d. 275.0 4 ` PROPOSED SEWER MANHOLE ^� o � �i�' 4 �tI#T.3as.0 •• . �. 6. BSd4T.314A " N'aq Ord ' �' ��' ' rR ' Y. 325.75 1.0 328.Q FF 327.Q FF 321~i•5 FF 324.5 t f p6• iNyy,�j � a 85 BSMT.32 FF FF 323.0 ^- � �t:'M^'--, �''~�'. !` ® f `' {��+ 330.0 FF 321.0 BSUT.310.5 iNY. 300.0011,00 '111r` PROPOSED HYDRANT � 4+ gti� /' ;�°° c,,MT.325.4 i FF � �� =`I, t5" 21 �, . `�,� UU � j4.Q i.+,1 3i9.5 1 T. .•' rr 'r ., , ?!. �'g" � 8� �. DAYLI T FOOTING DRAINS A15 1.0 FF 3 66 YD. C- 1 C(y F'f 3I7; 5 rr,, 1 dT r `79p PROPOSED WATER VALVE i rf , I (?p o FOR ITS 24E..•57E I��t 33� 0 •'� '�# 14 �� 3�•Q , C-5e YD. C-5h � �M 3225Q YD.G-7 +`'s 15 rrr /` t o x.:" -" '•'•• •'• •'"""• -" PROPOSED SANITARY SEWER OUT 7,10 'RBuI 0Q �% R 326.0 RIM 324.3 INV 319.00 € BST. +r :Cam` `\ O ✓� INV 1 00 INV. 320.8 Rat 319 0 Ff 3 74 y SM p INV. 319.07 INV. 315.5 Rat 5,0 of. off' 4 V `8 �I41 RM8 317:6 $ te`^ 50► 2 C8, B- f r JU. c #Nv: 317.D7 i INV NV I X. FBI 3t3 6 Si4lJ PROPOSED STORM SEWER �. FF iNY QUT 338:40 _ INV 31a7s To, ,e, sy� DMH. A-5 0' INV. �' RIM 32&0 .- INV. 307.78 INV 31D:0D 3p? r, +r, ,cp % " Ri329.O0 HIV,� 7:50 j(J INV. 324.0INV. SWT STORM WATER TREATMENT AREA V 3470{ 73 o tl •*• � # 314.5 15 `.� � INV: 325.19 cttc 34 .2 1� �1 INV IN 343:70 °--•-.�,.. It. C- 8 , ^ti` • ,� '� 0 �� R�1 OD ----- ,--. NV. 321,19 $ <• YD. B-3c INV'OUT 343.60 �tT CE. - +y 3 '* INV1� 79. t PROPOSED HEADWALL !.® .� '' f 3M.0 _ --- ---� _ B2 `3ir o FU : re,,r ' 23 iNV QlI 2 23 v, er7 27. 5' �` INV, 334.50 "" '.".. ...� .,. #NV�33#�0 ilk, C s p I , , t RF 54x 1 RN%� �•,. ,� r#330.00 AV EPS _._ t33( `"•.' 26.03 HVV IN 321.5 Ind 300 72 '',r # T 295 �n�o 9l PROPOSED END SECTION / {�n1111 *r'"" V. 3-- �iV OUT 313.90 #NY IN 292..5Q p.SyT. , `� .0 ryp !NV OUT 292.40 3pp ?.p RIM oe` \ G t} lay i a a r a a.ea a f f a a a f P a' P a r a f.a.► a s PROPOSED BUILDING DRAIN SYSTEM /! YD. B-3d SMH Bic - +r"""' r f a f r r r f afar - ._ "i"""" 0 IN IN 2 :70 ar, .,� Y 25 °a, ® ``i RIM354.0 RN36ZOO � ---' fff,fffarrr++aa+,s�tff f Pal+rrtst?P rrPr _ q INV, 348 Q0 INV iN 355.90 . - , f a f f f ! a a P a a r a a a a , r DW C #0 t.,`�. • ` , q RIM 8 # QU 290 O71 °, ,e ' ' $' FF 302 t} , 0 BSMT.292.Q 2>° ` C8. B- INV iN 355.90 f t i,, i sf f r t r ►r r R1362.00 `"� INV. 303.85 $S '? �`' Xq FF 3Q1.4 , ► t INV. 356.10 ` �� `'�,. SMli B4 _ 41T �, S / 4�` INV (OJT 355.iiQ� a r a `^^ 345.00 YO. FF 3Q Cte WAIE A � _5 • ` R#M3525 et Y�� ;• {� ° >M4aQ r,, '^``^. '"'''► �^ N0V IN 340:90 p¢0 � r, G+ 1 V T` 7. -.,. 100 � , SIr9t B3 �" At6 t , r, r Rat 344 00 l 305.5 ,, / N 0U 29 1W. All work shall be carried out in accordance with the requirements of New York American #NV.354.. .�", 3 r,, VDUT33290 •,, cJI, � � sIF 6g Q rr V IN 327:80 j 1 t}1 7Q ,,,._, 3.t1 15' Water Co. having jurisdiction and in accordance with the requirements and �' late IN 344. . ,,�, BSMT.35s.Q N,3 3Q J Ck1T 344.02 /,� (. C-13o FF 8.Q I INV OUT 43IF1613X8'k6P specifications as set forth b them. / FF 381.A, T. � y �... ,...• � f 4 ' • �: BSa+#T.372.Q �9 �AVt37O:O0 BSM�35sA F � :Q •'. �''a,, �� `Jp� ��0 �``•,~" f , C-3c f M e ttS FF 374,0 N 2W. The minimum cover for water mains shall be four feet, zero inches (4'-0"} or as f i' �, ,/' _ , °` BSM37 T:3 s. 10:$ ., directed by the Water Company. , f °'� 5 63ca �- IN 36408 ' , H B¢QQ DMFI. A-6 i/ 4' �`�` RW ......._ .. INV 358,18 I 'S '!re, INV I 7.00 348 fl • ' /` f �' ,a 371.20 ,. ... ,,y INV. 33913 ' FF 384.Q .. ',rr !NV t1ttT 90 r a a i a f a o r r 3W. The decision of the Water Company shall be final on any construction disputes, / / `� INY OUT 0 ,, B" ,y ts"Rcp 1 ,, sS INY QUT 293 INV. 337.63 i % . T. 7 0 AIP A1ER 68 . to meet field Conditions, 1 B_ / .` cn - 'a It4u 288.0 ' '' 23.51F. i.OX 1 ;, • ,,,� FF 368.5 v,, !)� �SMT 0 / 1` , ,` I'M3$3.1�# � � � BSMT.359. � oa ,, 1 � 3J J�5 67 � 4W. All water mains shall be US Pipe Class 52 DIP as specified by the Water Company. SMH A17 .` NV 379.5 66 RiM 36270 ,, 238f 1.0% 15' RCP~ SW Bad ,*°� / ~• ^� BSMT.361.5 a•,� BSMT.304.Q BSMT.341.Q NV IN 3.2Q C8 8-6 RIM 375.04 % `Ii' .`�: „i �. B r t� FF 313,Q 5W, Ail water mains to be tested and chlorinated in accordance with NV IN 34S.i2 M5.00 , ram" . #. 1 <; t :, ``° f 370.2Q Pe, rT YD. L 1d FF 310.0 INV OUT W.02 INV OUT 369. r ,� �6 �° ` tiF ., . � , . � . `a `^G Y IN 363:2Q Q4 ',, 41" , a 1.00 c►� AWWA standards C 600-93 section 4 ,& C 651-92 except Sec. 5.1 v.361.27I 1 FF 376.Q ,/ !°'� �-r� I dt1T363.1 4 p BSMT.367, % % FF 388.0 / ><. ✓ 4Q tablet method. Micro biological testing must be performed, results SMH A18 �%% SMT•379• 2, 0 INVCB. C-13 W •�, , ,, certified b a N.Y.S. PE, and sent to and approved b Westchester 3736 �. ,.« 1� /� NV IN 3�6.6. j �1�yy pp �� 6 �4.08 ,' $ y Pp Y iNV IN 36 �. / ?p INV tkJT 6,50 [NV �.27 INV. 359.33 °y , County Department of Health before water main is put into service. SMH S1 $ NV (R1T 4.$ �� f ! NV. 365.25 (1 " YQ.C-EUIO 3g 44 C- '., INV. 299.08 RIM 354.54 C8. B-7 / f S e% f RAi 358;403610 /8 .15" R0P iNv �o/`f�'`'� FF 376.5 INV !N 347.01 i R8137 1 ,,o' / V. ', INV. 297.08 NOTES INV OUT346.91 INY:38.27� 5 j FF 39QA / 0 Z0X INV, 361.40 f i .� G' BSMT367,5 SMH B7 -, c, At / i POOL 4 0 18" Rid �I► RiM 38t.00 BSMT.38i.Q � ;'�� ' �/ .C�'14 = � V '. �►' >���� 1. ALL STRUCTURES PERTAINING TO SEWER SYSTEM SUCH AS PIPES, : j /% q1 ; MANHOLES, BUILDING CONNECTIONS AND ALL OTHER WORK SHALLV V.�¢"rfo / , f�2 ��, % ,,,, f f f BE CARRIED OUT iN ACCORDANCE WiTH REQUIREMENTS OF RULES L FF 385.1 f, S 192 , �,,,, - , AND REGULATIONS AS SET FORTH BY THE ENGINEER. DWwH A-7 s B$MT.376.Q % N 3 BSMT.377.0 _ C-14a1 1Ny FF 387.0 w r rr 2. NO SANITARY SEWER SHALL BE ACTIVATED UNTIL EXFILTRATION/ RAt362 tN1 R�Ai379.OQ `~ / R81385.5 Sg R 1 371 f;1} \ INV, 78.29 FF 381. s 'r r r DWI. L_ / 3 r INV. 34.61 , e , rM1� R#d344.0Q INFILTRATION TEST k5 MADE AND HAS MET REQUIREMENTS AND °3 NV: 375. �� f % , f C-#5 INV. 380.5 � . �• �`'�' INY. 363.00 V 374.9$ BSMT.37 e r r •, STANDARDS AS SET FORTH BY THE ENGINEER. ALL SEWER PIPES c FF 392.0 f .� / INV. 362.75 % 119 °° , INV. 340,37 MUST MEET INFILTRATION TEST RATE OF 100 GPD/MILE/INCH DIA. SMT.3$3,Q / , / 61 191 �.�, _S 00 _ !„ FF 375.Q r INV. 340.37 OR ANY OTHER REQUIREMENTS SET FORTH BY EITHER THE WEST. z 1 / / / o C 1 B5MT.366 COUNTY DEFT. OF HEALTH, DIVISION OF ENVIRONMENTAL FACILITIES. Ce. 8 j qo BSMT.380.Q S C-1202 -_00 j �� / { ,. RIM 378.00 , a IN . 378.5 • ° • . • a f f 1 4 i ram, •, \ FF 39Q.Q � e iNV 374,30 3, ALL BUILDING CONNECTIONS TO BE EXTENDED TO THE PROPERTY �, INV. 37 . 7 C^ �� ! � ,r /f •2 � LiNE OF EACH LOT BEFORE PAVEMENT REPLACEMENT. „ , / ` ` i f 118I.F. 1.0% 157 RI3' RA CONNECTIONS SMHA19 1. .> IM36329` LATERAL GO ECTIONS MUST BE MADE WITH 4" OR 6" WYE FITTINGS. RIM 377.40 c 15 SO A2QC- � '«°h"` r �%(j #NV. 35957 �` TOT w f0M 378.00 �j t ; '' ' FF 38 .Q FF 374a5 120 INV. 359 57 LATERAL MUST BE XHS CI OR DIP CLASS 52. INV IN 371.30 cs =-' RIM 386.00 // 19Q #NV. 374.50 25°'`` BSMT:378.Q FF 374.0 4. INV OUT 371,20 ` INV OUT 380.00 j LOT �► `' `''° 107 BSMT.361,' NO ;BUILDING CONNECTIONS SHALL BE MADE ON NEWLY CONSTRUCTED e� �* FF 392.0 .M-- + BSMT.585.0 S SMH MT.365. SEWER UNTIL NEWLY CONSTRUCTED SEWER HAS BEEN OFFICIALLY 0 $ SMT.383.Q I j FF 395.5 S 256i+ S ACCEPTED AND APPROVED BY THE ENGINEER. LL 264 -0/ 258 5. FOR SANITARY SEWER PIPE; DUCTILE IRON, OR PVC PIPE MAY BE �' °� ! ! gOiQO t `^ 2 V. 3 .5$ T 383.50 �` O USED PROVIDED THE FOLLOWING CLASSIFICATIONS OF PIPES ARE /` INV. 385.04 SMH Ffi BSi f s4'0 " " / r DAY S4Q: L-10 USED FOR 8 PIPES ONLY; 8 DIP CL 52 OR PVC, SDR-35 CARE o i t3 gF6 g11• {�. C-17 1 MEETING ASTM 3034 REQUIREMENTS. % 25 ` ! 21 {� M � •�, / RBI 3a�.$ • ; ' �, INV #N 376.44 N 3� BSMT.390,Q INV OUT 376.3 'IY s#VV 36 y •.� . / INV. 305.93 FF 395.5 ` 6, THE BED FOR SANITARY SEWER PIPE,WHEN INSTALLED ALONG ROCK FF 4QD.Q _ -.. - �` � FF 372.5 toi }NV. 385.60 C8. C �° �� BSMT.363 7 TRENCH, SHALL CONSIST OF A MINIMUM OF 6 OF SELECT MATERIAL. ps ill 32 - INV. 385.35 CB. C 12s1 265 - �, 252 -- 374.30 � � w NO PIPES SHALL � INSTALLED UNLESS SELECT MATERIAL iS PREVIOUSLY q f � C- � � R#M • APPROVED.- S `~ �7 7. SANITARY SEWERS WHICH HAVE A VELOCITY OF OVER 10' PER SECOND SHALL BE `DUCTILE IRON. PIPE SYSTEM MUST BE ANCHORED ALONG THE SLOPE AND THE SANITARY SEWER MANHOLES MUST BE INCREASED IN STRENGTH:. DESIGN PERTAINING TO THE ABOVE STRUCTURES MUST BE APPROVED BY THE ENGINEER AND THE WESTCHESTER COUNTY DEPT. ' 5-28--98 E3k E L L E F OF HEALTH,' DIVISION OF ENVIRONMENTAL QUALITY, A 8. ANY EXISTING SANITARY SEWER LINES TO BE DEDICATED TO THE VILLAGE OF 5--7--28- RYE BROOK SHALL FIRST BE SUBJECTED TO TESTS AND INSPECTION 3--17-98 VILLAGE OF AS REQUIRED BY THE ENGINEER AND THE SUPERINTENDENT OF HIGHWAYS. • s. ALL SEWER MAINS TO BE DIP CL 52 WHEN SLOPES EXCEED 15% SLOPE........,.::... :_.::•::: ...••• 1 23 98 :::.. RYE EAR a : AND/OR 'EXCEED tO FT. IN DEPTH.. :•::.::: ' ' , OOK 1O. PROVIDE ,G NPIPING.._.....:......_.......................:........_........ 1-?_ r8 £ O CRETE ANCHORS FOR ALL THAT EXCEEDS 2O9a ........................ . L161U1 :• . ,... SE L U SE 1 a W ST .:... E CN ESTER • GRAPHIC SCALE COUNTY, W YC� 5Q 25 50 t i ' tUl a� _ a 2 10--31-9? . � � sheet. Rev. 9 17 97 U SE L `' _w G4 U4 SE s. O Il+t FEET E Or Q Q U 50 dd �� @d C� C�Qi�'a� earn ft. � (�j s _. ANY ALTE RATIONS OR REVSlONS 0- THESE PL NSUNL=SS design by. DONE, BY OR UNDER THE DIRE CTION OF THE N YS I L CENSED 1 t.► 4 drawn n Y JL, Qb F Q 9� �0 0 0AND REGISTERED ENGINEER THAT PREPARED THEM, I Re ... chkd b . . VIOLATION 4F THE YS EDUCATION Y E N E UC TION LAW, 4-1, :r C Copyright ht 19 98 tc�c PYr 9 (� µ , 5-28-98 BELLEFAIR 5-7-98 3-17-98 VILLAGE OF 1-23-98 RYE BROOK 1-7-98 112-10-97 WESTCH ESTER COUNTY, NEW YORK 11-25-97 10—— 3197 UTILITY --"PLAN U4 Rev- 9-17-97 sheet Orig: 1 4-23-97 dd U U iP@)T9(@0(J P13gl3 1 4/ design by DR Rev, drawn by JLF 0- Copyright 1998 chkd by L 41 . � wim: Rol. M k Pik wa ILM i PC � 71 1 W 0 MWA 2~ AM Iwo Mffibl W-A, 1&0 FA 2�W M4 IMI Q- t: Ill Z, FA IRA I If Eva , J�is OM Aw4w _24�0 Mv lkvWl WIN FAR MEWOORILS"m tR In lin �ill I I raw i, � r r t « t k A s f rr : � is ♦ �. ! i . ■ 1.: . ... � P +'�. 'V Wes LAM �1 rIwo'► 4. Al R up 4 r, , ., FY i �. r� f (f , r .� �47� r 11,....:.. .. � �.. ll7f.'�� .�:1\ �'",!C'1CT.•`� ,, � �_..rt��C_...r• :.JYtv.�� is � .i'. � � �.. rt- A !( k 1 j f I k � r Tj VA"nON k 'U / t ogr A 1 "�;�• �i .r 5 `�. � , 1 �' !t � (� 11 ! ! � � � j f I � f t f I ct,, 1 � � ..•d "�'"°"ff 1 �' r J �' '` .�'�"' ,� � 1 ,, '' � � k 1 } f ! y.�,`�'' `� ,,. , \ !•� ! '�,�, � \ � � } ; l / I f / / � � # } if "� � .-r / l ! ..--- � �' --'- - � �' � � �' t t } l } , 57 !ineIN) A, 5 -- 276.57� 1 g 2\ 275 ' - _ l `t l \ \ \ \ 1 I I\ ! } I I / } 53 IM r 1 � � t k ' t "1 \ \ \ \ \ t\ ! � }I � I � 1\ \� � 4 � k / j r _`- �_� . � =- " _' } f l ► l � J } t i ,, � 1 EL t el. 275d70.5 `------ - "v- l , $1 `p.. ,.a \ \ `� \ \ \ \ \ \ l \ 4 �# k + k i i 1 f j -� W J ��, If 1 / I j j r 1 it \ f 1 f �, \1:\ 1 \ \ 4FP\r0x•rrno L oc\atr rn kaf 1 k ! I ! I f } �' Ms H �. , t -- \ \ C e t r \ f 50 59 / \ \ \ ` — -�- "\ ` — -- -- - ---- _ _ �'�� ! n 1� ! f u/ n Av 1 6 r}- 34 r' £ x t e`°n d el d ry - I \ \ \ \ \ \ \ \ \as lzer COuJpty G k p �. 0, -7--- OWN 1 "�, '!s 2 \ \ t \L► \ \\ \ \\. \ \\ \ t ! \ \\ \ t \ t \ 1 i { r /f 1 ► i i. - — j d SM 9 ;hU �+- i W <-Ale r � \ ` I l t ( i t t%j� Ar .Cy } .ti k ice' R\ C \ \ \ \ \ \ \ \ ! °j I N UIT tt r \ t \ , t \ 29 s �,;, k ! t � ! LA JO E\ E,C}�\i 3 -- , -� \ \ t(Al!t k ° TO T! EJI L AqE� F�l'�� \ \� \ o\ \ t r \ e\ 1 ARp R, )XI A' I SLY IF cr 07 IMA t ! v t v v v v v } t! \ ,-- �t �� }it a Ar a koo l t 1 k t\ V A f k ! \ \ v \ 1 t t k t ! t t! k 25-0 RIM , \\ `~ !. ! \ � ! � ,~�-- _ . � _ � �r _ y., � 4.� .. � . • � _. -.. ( \ 1 � __._ / ~ � N RUNi�Y Ph'�1TECzavr� \....Z----fir.� \• ti. \ `• \ �4pPRQXI,tt 1F \ . \ \ \ -'' 31•• . ... ... "... '\``~---' \ \ � \ ( \ \, \ ..r.,,r.�„w.""""a'�". \ \ .� y` 4`., `�, \ f � �� } +,`^,, `-..• �, ,,-..., ,.,,. -•-.. „_,„`,. `s ``, , `-, ^•„ `^' s a `�i9 i � " • �`'w, "a "` "'` ,'`� r ..'°"� 1 \ c.sa,,, • \ \ \ ,\ .� �, ` e„ � , � '` � `• \ � � ^- •, ! ~ 5-2$-98 E L L E F A I R 5--7-98 3-17--98 VILLAGE OF 1-23•-98 RYE BROOK 1--7-98 12-10-97 WESTCHESTER COUNTY, NEW YORK u, G1, u1, SEt , G3, U3, SE%.';.: GR PHIC SCALD 1 .:.. :<. 1 25 97 2 5: 5Q 1 200 , �a z «i ' TEROSION N ....::......:..... ... _ �. `MEN A �. ,s 1 � 31 97 Rev: 9-17-•97 OIL sheet o 4 9 IN ;FEET E ; 23 7 G4 U4 Or C3 Q G2 U SE l4 SE c i s � �� a o � � O� REV ISIONS �F THESE PLANS Y UNLES S 17 � � 5(��. _ F T NY LICENSED DR design by. 0 THE S S Q _. `DER THE DIRECTION Q ON BY OR UN E JLF ., dram b mop THEM, ! A THAT PREPARE NE S ', ENGINEER IN ER NA Q REGISTERED NG E AND R GIST J`1 i A E � , 'Torlizvtown, MY ail� ... ' : CATIO N LAWV10 A 1CN3F THE NYS EQU ! , . . . by) }x„ 41 1 h98 Pa t C 9 v _..:r � C�at� t , Q Yr 9 PO STA,,i-,,20+4t69 RVI STA 16+53, 407 PLEV=40.E 2 60P A.D. = -.83PVI +.0A.D. t A -6.00 DVI-cl rvl-- log K = 16.67 K kD. = '.33 PM STA 13+05.'9 PM STj 21479.27 100. DO' ve 100. ow vc K = 7,v.01 PM ELEV =�,395.91 PM Lv = 390.8 =2 6 ,50 A.. 6. 1owvc =00 amSTA -11+& 76 K = 16 1 In-(x VC P\fi ELE 1(0.w 11 A.D. -V 5.0( 420 am) + 00 K - 20.00 to rn 0) 10C.00, vc C-4 If �0- - 0- - + I oar cc as SEE MLLAGE GREEN LOOP 400 c1c ij ME, = wil umma 1121 WON FEW I 22+00 21+00 20+00 19+00 18+00 17+00 16+00 _-. i �. _ - 380 STA: 11+3f.76 ELE4 385MI I � I � a M 360 Eno Wd 330.00 ,)o C,4 X� A* c� CD c000q 'o c� c� 17� 1P N N r,�: a rr rn O V� n cq C? to en d eta0� ,6 C:> 00 CD r" r- MA 1,� C14 (M r-- 00 to 4 A C-4 00 A r- Lo N r- r) t1- w (D CAD ff) lo- C14 (.0 te) 0 4�0 Pei r- 41) c14 to Lr) 14- -q- n U') --t 0) r- 'li- cli L0 L0 0) Lr) C) r10 M Lr) 00 U"> Lr) Lr) r"I VI) r1) ff) fl) r) rn ff) ff) rn r) 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 MAIN GREEN DRIVE CENTER LI FI LE I T- Q%A LITA r- vi j In PM ELKV 4 G+ 21 = 380.88 _47 S& A.D. -7.C5 K 19.85 144).00' VC 00 C) + c*4 PM STA = +13.63 358.76 kD. L56 K = 14,95 128.00' VC PM STA 6+4.12 PM EU V = 31.07 345 M K 30.00 OW POT STA = 3+61.61 P\4 ELIM = 311.84 cq 10, LOCI!- vr PIVI A TA = 3+66.81 1 A.D. = -3. 8 + PPikELEV = 342.71 K = 30.14 00 I;j D. = 198 10 wo, vd tAJ ui 0) 'd- 25, W 04 vc \ 40, + %J cw c14 04 Gi C�4 73 M C100 :3:. M LSTA: 150 11 5.87 El EV 38C56 .v 7+1q.98 LEV. 357. r) o -00 kN 00 P,\ t!z g co cli cn Rif A R �q 9 U-) ;q 0 M ME 400 390 380 370 360 350 340 330 320 310 DATUM ELEV 300.00 P\4 I 1EV 76.31 A. 47 f 1 30, 3 400. c P\4 TA +65.27 ELEY - D. = .97 K LOW j)DINT ELEV =346.99 100.00' vc 40 A P1 I STA =: 14. 11 +49,81 1.44 ot.lu PVI ELEVI= 345.51 04 co A.D. =: 5.50 K = 0.09 S-A: 2+ 60 EU'V: 380,59 v- at All JV L41 M L 3 Q. cL 'TA: 13473.16 ELE\k 348.98 c! 8 -0: i oz MS top I !� Q �§ Q,* 0, ro vl� c.iU") Lo tt� ter Lo 06 C4 C7, pe) 'i j te) PM ELEV = n +63.34 380.37 -711 K 19.68 140.00' \C rn eMv PA STA j 7+47. 7 U.J A.D.8.50 K 15.06 LOW PONT ELEV 354.87 HIGH HIGH P E ANT ST 3.. k= 2+ 71-27 LC IN POINi ELEV 353.61 128.0 0' VC LUW FOIN P M I STA = 4+57.21) P PV A STA ELEV 2+56 358.44 A AA LON POINT PM STA STA = = 0+80 0+63.3 M M r- 12 A.D. = -K = 2P.69 3.49 K 150 ac, 0.09 Vc PvI A.D. K rr = 153. - 4.53 =- 22.22. 16 4- 00 9 100.00, vc 1CD.W VC Z C. c 5 co VVI ci LAJ PIS + ITA. 1404.12 E-EV: *.59 M AJ LU M AN STk 6+53 67 ELE)f- 357.J!Li ku0i f 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 ROAD 1 PM STA = 10+56.28 PM ELEV = 381.56 A.D. -4.52 K 22.13 100.00, VC to + 04 C14 11 > 8 c,1 + 420 (n ui c6 a. 410 A 360 30 HE 4+00 3100 2+00 1+00 0+00 Mo M go 60 350 ME QvirAF*NA, UfJ 12+00 11+00 10+00 9+ 1 340 ROAD 3 330 320 310 3-17-98 Bo"ELLEFAIR 1-23-98 1-7-98 VILLAGE OF v 12-10-97 DAnw grRYE BROOK 300.00 11-25-97 9-17-97 0 WESTCHESTER COUNTY, NEW YORK 6-20-91 CENTERLINE ROAD PROFILE 400 390 380 370 360 350 OrA -1- 8:-- M PM S"A PM E.EV = 54,27.21 = 249.81 - x K = 30.0 MAW -9r- 2 + C> r 4L ui I AQ% 0) cl� f1e) C) t i�z rn n 00 00 U> wi F-- 00 c� r- R c, 0, c*4 � U-) (M r-- cd 00 - 06 r- W Co - . n W U-) - . 04 M W - ci Ln,6 �g C-� "i M Lo W C,,J - c; r-- W c-,j r,: co 0� r- LO tx�!� c! co X) oc, C�, od U-) Ul U-)!� Lri Lo C4 Lo ") Lo 0) ri U') fr) 11r) ut Lo -,t I ") n Lf� C) 1* co -,d- � raj 1, M 17 r-� UIJ 4 r.) ff') C) C14 twj ANY DONE 0+00 ALTERATIONS OR BY OR UNDER 1+00 2+00 RC REVISIONS OF THESE PLANS THE DIRECTION OF THE NYS I AND VIOLATION REGISTERED ENGINEER OF THE NYS THAT PREPARED THEM, EDUCATION LAW. t CD Op C7 cV C-4 m W �t') CS3 CV. t.f 1 kil CV C%'7 co N i`- CAI GC3 d CS7 cf7 co t� vi C7 Q N CV o- �3 tt7 i c� N i C7 h r-i 4� CO flli OD r+7 co C� tc3 d M Zf tS7 tti lC1 tt'�. u") Lo (.0 CD tf? Cfl tf3 CO :A CQ Cfl CL? ox) U-) si- mod'- M r�'S CV fV. r°7 s+°i r•'z r+"? i�"� rry r'7 e''} ry # M r<'7 r'"9 t"i r+ry r+^} r+'i n"7 N? rrj C14 e7 M r%i 24+00 23+00 22+00 21+00 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+01 U.b. A VU tti. A .320 32t} L"CN 3s0 300 360 8 z 280 340 260 320 DATUM ELEV 250.00 0 1+00 0+00 32 380 360 340 320 DATUM V 310.00 2+00 1+00 0+00 k. CB . A-15 TO _ 888 Wpq c > 88 712LF: 15" RCP LL 18- MIN. �5» RC -- — — — —� RCP 24.84T. 9.54% 15° RCP rol r°7 r'i po r'7 to V cv88 `Q1.70; 15" CP --w 90LF. 3732 w �1xv RCP rs$ MCA t �t o6 co � r�7 rr7 � r'� P rry 300 360 u� 8 N Ms M 280 340 DAM( ELEV 260.00 320 a rya O " mCb �h CQ Ln as (. (N 00 c (N r 0+00 1 +00 2+00 3+00 4+00 UIB. AA-3 TO DM C-2 DATUM ELEV BELLEFAIM 300.00 VILLAGE OF RYE BROOK 5-28--98 ; 44 340 300 m kr 320 ME 360_ 36C Km ME 4000 e7? 340 rh C' 320 5 RCp t89 18" MIN. 89 22.0a 15 RCp 1.00119 150 CAI cs, cR Cl CD r7 � cc1 5+00 4+00 . 3+00 2+00 1+00 0+00 ®3 YD-Q-5e •. 5 0 ry u N a�op caDa v w �c00i, tt7 u7 Cj coati 6�°,° •M}MM 00 0) i earn M �► »�► . 04 " &aco ... _ - r- CO 207.9 �' • ' r- �-- W RCP " z z c 7 1,56 18 MIN. , . . 43.6 115.1 ''� 3.1 15"' RCP 34.5 ¢ ga 6 . 3.77% ca' .- N 15" RC " "'' « +� m . ca 0: _ -- vV) 00000 1t7. 2.8 33.7 4.00% 18* RCP d <— LO N co op cis r7 00 u') cy C) cap co ep 00 op op m oa c7i d C7 d d d d r) ri PO r 7 rr7 J c�i M ch c{ •ct d d r+i 380 zz cp 420 Q; 360 400 340 380 i 320 { { 360 1 t 360 Km t g cry cry on 2.8 L• F m» � z � 1.0 N N 15" RCPco t � zT,Zz 3s ers ' le MIN. t ` cC,v cr- * mco \ rs� 00 le MIN.,/ SZ8 SO ca 04 A cr crzZ I IVA � r$4 ca 'Pao 41.1 4. a w 9$� " RCA 00 Lq N CU N i` � r-p CD cc cv m LO c�i Ci «3 �= Csi cti tO oPO NO °Q } cv cv _r 8r 90, S*� 47.3OLF 6 q Q j��1 tQ" RCp 25.92(LFFp. Q 2.00% 18" RCP d CLl 07 t{� rj ui ci 0 LO 5+00 4+00 . 3+00 2+00 1+00 0+00 ®3 YD-Q-5e •. 5 0 ry u N a�op caDa v w �c00i, tt7 u7 Cj coati 6�°,° •M}MM 00 0) i earn M �► »�► . 04 " &aco ... _ - r- CO 207.9 �' • ' r- �-- W RCP " z z c 7 1,56 18 MIN. , . . 43.6 115.1 ''� 3.1 15"' RCP 34.5 ¢ ga 6 . 3.77% ca' .- N 15" RC " "'' « +� m . ca 0: _ -- vV) 00000 1t7. 2.8 33.7 4.00% 18* RCP d <— LO N co op cis r7 00 u') cy C) cap co ep 00 op op m oa c7i d C7 d d d d r) ri PO r 7 rr7 J c�i M ch c{ •ct d d r+i 380 zz cp 420 Q; 360 400 340 380 i 320 { { 360 1 t 360 Km t g cry cry on 2.8 L• F m» � z � 1.0 N N 15" RCPco t � zT,Zz 3s ers ' le MIN. t ` cC,v cr- * mco \ rs� 00 le MIN.,/ SZ8 SO ca 04 A cr crzZ I IVA � r$4 ca 'Pao 41.1 4. a w 9$� " RCA 00 Lq N CU N i` � r-p CD cc cv m LO c�i Ci «3 �= Csi cti tO oPO NO °Q } cv cv _r 8r 90, S*� 47.3OLF 6 q Q j��1 tQ" RCp 25.92(LFFp. Q 2.00% 18" RCP d CLl 07 t{� rj ui ci 0 LO 0 ry u N a�op caDa v w �c00i, tt7 u7 Cj coati 6�°,° •M}MM 00 0) i earn M �► »�► . 04 " &aco ... _ - r- CO 207.9 �' • ' r- �-- W RCP " z z c 7 1,56 18 MIN. , . . 43.6 115.1 ''� 3.1 15"' RCP 34.5 ¢ ga 6 . 3.77% ca' .- N 15" RC " "'' « +� m . ca 0: _ -- vV) 00000 1t7. 2.8 33.7 4.00% 18* RCP d <— LO N co op cis r7 00 u') cy C) cap co ep 00 op op m oa c7i d C7 d d d d r) ri PO r 7 rr7 J c�i M ch c{ •ct d d r+i 380 zz cp 420 Q; 360 400 340 380 i 320 { { 360 1 t 360 Km t g cry cry on 2.8 L• F m» � z � 1.0 N N 15" RCPco t � zT,Zz 3s ers ' le MIN. t ` cC,v cr- * mco \ rs� 00 le MIN.,/ SZ8 SO ca 04 A cr crzZ I IVA � r$4 ca 'Pao 41.1 4. a w 9$� " RCA 00 Lq N CU N i` � r-p CD cc cv m LO c�i Ci «3 �= Csi cti tO oPO NO °Q } cv cv _r 8r 90, S*� 47.3OLF 6 q Q j��1 tQ" RCp 25.92(LFFp. Q 2.00% 18" RCP d CLl 07 t{� rj ui ci 0 LO r+i 380 zz cp 420 Q; 360 400 340 380 i 320 { { 360 1 t 360 Km t g cry cry on 2.8 L• F m» � z � 1.0 N N 15" RCPco t � zT,Zz 3s ers ' le MIN. t ` cC,v cr- * mco \ rs� 00 le MIN.,/ SZ8 SO ca 04 A cr crzZ I IVA � r$4 ca 'Pao 41.1 4. a w 9$� " RCA 00 Lq N CU N i` � r-p CD cc cv m LO c�i Ci «3 �= Csi cti tO oPO NO °Q } cv cv _r 8r 90, S*� 47.3OLF 6 q Q j��1 tQ" RCp 25.92(LFFp. Q 2.00% 18" RCP d CLl 07 t{� rj ui ci 0 LO °Q } cv cv _r 8r 90, S*� 47.3OLF 6 q Q j��1 tQ" RCp 25.92(LFFp. Q 2.00% 18" RCP d CLl 07 t{� rj ui ci 0 LO O �Z2 4 V rt -11000 A�j�V •1 460• 15� � r- cv cs coc 00 oacli 360 400 80 380 29.09 6.89% 360 15" RCP 40 340 DA . 00 tw7 M C�30 • c,i cv Y M♦ MJ Wei 43 71tf 5" R 4c3 r,MT V EMI \ • Y 5 he 42.27LF. 1.00% 18" RCP LO cp w Cd l+U V 420 r cz 380 400 04 U-, Lr Sri w Cd g > c� ui co C-4 360 l° ITLUJI ry 380 9g 2OWN LJ 4-4 81.73LF.N w S w ' 1, VttAb • 18 RCP 29 rn m • > :� .51 LF. tom? CAM `.s. 7. 1$ RCP ,�% $" CP " c v rs s 18" MIN, 340 15" CP p6z 14p•�r`�is 18" MIN. 18" MIN. g z 18" MIN. 360 8� a V 95i 07 85CF. 18 2.69 ` ,.; 1 2.64LF. 0..%% RCP` 13.22LF. 2.00 18' R 340 cw c» rn 1 D4.56 1.{� 18" • 0.50X 0 0 JE, MIN. le IJINJ 22.13 15.28 1.00x 0. 18" RCP 24° RCP cr) co 00 .'. ! . 400 s K - i ,F � Ht3Ri2: 1„ 50'1 .. VERT: 1 = 1® ALL DUCTILE IRON PIPE IS TO BE CLASS 52. ALL PVC PIPE IS JO BE SDR-35 MEETING ASTIR 3Q3�4 REQUIREMEN S. Copyright 1998 _ 1-7-98 11- 25-97 YYG.J ! V1 It..J ! t..!\ VVVIV 1 1 y IVC_YY ! VIZrl sheet oNOTE: , 8 �t1 0 SANITARY SEWER PROFILES Rev: Qrig. design by. drawn by: chkd by: 11--11_97" - 9 17 97 DR ao DR p pd@)O n 9OC� Ii�i § Pg dnm 0 On&_ o�} crc�SCA LI ngon@@Fto � Ro cam, ` Fmrr % t�i, Ham' 11 1� � Ma lnf 3aa { •zo "•zz sCg�r + *7 cc ix ca � 1 970 DIP t C,4 LF 0 1 to t i z 102 F 1.56 DIP 116 WTI ice.). � 0 � n � ► GRADE ' z r z -z 6r ;. n. / 0 Mzz CF)C,4 ur AWN• $- ao z tO QMM� gzzc) m CL'wtL' 7 / nXxx zzz fill 0 PROPOSED GRADE �k 1F d* QO c6 od C' N N "Zzo i 8 -&zzz -' 4,,90% a CV oi J 0)N N � /� Z = 0 31 LF m 9.81% z �zz /'' 8" DIP r ,_ o / 23 LF 0 3.08% W DIP a i V i } W 0 r" J — I � i ' ^ 4� �° W may', \./ 1 �.y.. tiJ �@.. W �v�1. , J 5.. �.. W �y�y. V✓ m� �`.' /^y 00 • . u J' . ' n i I rr } :} �'` h tom}3 �} V t30 M V / OQ t� r f.. t37 N7 f Cif tw 7 W OS V / (37 , r V ., CJ �i 4 .. 0 Tom^ p p� , " 3 C7 �+.. u 1. 0 0 'tGLI 400 380 .DA V 360.00 / O V (niEzz o EXISTING GRADE 'J m N N f � M M { z z 0nn�' � DIP Z 4 0: 0: , ' 2p6 LF �►CRADE _ rr oo c o �r cy) 00 r r r L o 46 rri c7 r; �r 1 t4- 0+00 1 +00 2+00 3+00 4+00 SMH.,.,,Q6 TO. 5MH Q6. NOTE. ALL DUCTILE IRON PIPE IS TO BE CLASS 52. ALL PVC PIPE IS TO BE SDR--35 MEETING ASTM 3034 REQUIREMENTS. BELLEFAIR 5-28-98 VILLAGE OF 5 -7_98 RYE BROOK ME ME V* ca 0 7 0 c� 0"Zo 0 re) EXISH G GRADE moo� LL, > V)wz Eg" +V) ap 4m 0) to PROPOSED o.23% ui GRADE to "io nLFqZZ8 18 re) V, 0 00 (.0 (N 00 Q6 0') C-� 0+00 1+00 2+00 3+00 SMH B 3c TO SM H Bic C 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. FMA� 1-f Wv fi-ruu . I /-tuu I 1+uu 10+00 9+00 SMH E2 TO, -,SMH----Dl6 CONTINUED ON SHEET J1 ME V) LO LO 0 00to u') 04 0 LO too n n t- 0 .(0 f4) c� (0 04 D IRZZO nmxx, in C,� r- �Q C14 LO 0 C; 3: MZZZ cr- x WW � anx r- F- 380 mm>5; Z Z Z 7-7 0 O 0 79 LF 115 LF 0 1.00% 8" DIP 0 C>n n o z n ® 04 V) cr) 360 DATUM ELEV EL n cx ce a. 8" DIR 360.00 0 0 n C);� m i:p D DATUM ELEV O'W' 9 3 U) 355.00 25n 360 (0 u_o:: 'C�n 1: 0) 0 CL o 't F- n cr- N N 0i 7+00 6+00 5+00 0 00! 14: 0 W u') t< 00 0 OZO D 0 -0 9L 0 ci F- F- 00) -4(o jz" I Mzz ccrv--f:= - ------- 7- PROPOSED nxxx m >!'>ft 14) �- 0 V) GRADE V) FXZZZ oqzs (00 f- F- F- EXISTING GRADE 0001 '715% 04 _do owl� Ar- A. 0 + 0 J-- 0 e3 'J e118 Ll 00 u6i N 00 00 C-� 0') N. 0-) 0) ftom iR Z 0+00 1+00 2+00 3+00 7 ------ 0+00 0 SMHS6 TO 5MH, Sd 141 LF 4' Ln PR )POSED GRADE DIP 136 4- DIP MH 12 TOSMHNOTE: S D1 2b EXIS'nNG 290 LF 340 ALL DUCTILE IRON PIPE IS TO BE CLASS 52. GRADE i6i ---------------- ......... - — — — — --- — — — — — — — — — -- — — ALL PVC PIPE IS TO BE SDR-35 MEETING ASTM 3034 REQUIREMENTS. LLEFAIR VILLAGE OF DATVM EW 325.00 — 5-28'98 RYE BROOK co "t Q0 -q- 00 3-17-98 o6 t-i cl� C5 c6 NO 06 1-23-98 WESTCHESTER COUNTY, NEW YORE 1-7-98 11 "2511— 97 SANITARY SEWER PROFILES 6+00 1+00 5+00 4+00 3+00 2+00 0+00 Rev; 11-11-97 sheet SCALE: I ' 1) HORIZ 1 1 —17 orig. 9 —97 ddph a r@)fg?'@0d @ng,TN GOEIRSpongo PO(90 O 50' F 0 ROE,M A I N design by DR VERT:, 1" 10' drawn by AO N@)(9 (POmflne Road,, cT mirrV"wn,, 0- Copyright (c) 1 qa4 chkd, by ---.D_R "'u-moc(p 41 04 04 D z0 GRA I CNI 0 Zz.0 0 D 0z nc) 0 ZZ 04 04 84 L)lp ui & OD C14 0 d C*4 C14 Lq C-4 00 z — z 700 0 w 4P V) 9. w 70 04 V) w z83 LL V V) 77 0 ON 19 '901- A Ir MIN. 14t 4 4,P 0 Oak uj LO O C> 00 o6 m 4 m 6 m 1%0 16 (16 00 00 P3 cl-i cli C�j 0 u) 00 0 04 0; z og— 0 zBe :r zz C*4 C*4 0; V_ n nczwcc 04 0 0) In- O 2— 0 c 14 wnw n 0) 04 n F C4 cy- z 0 lot ()0 uJ f nw04 m ---b D mom" Pp =0 jw !Z I i2e I RIK 7+00 EXIST, SMH TO SLAH 380 360 340 320 V.- V't_ ul) 6 C5 10 c*4 0000 c*4 C14 z z W__ 0) 1 1- FEzzz 00 C14 300 fr) r1t) 0 N N 0:: X6--z co I— C14 z V) Ax z Li 04 ce- cr- U)XZZ EXISTING 280 GRADE 280 RR osm DA 7 TJJI 325.00 8+00 9+00 10+00 ' 11+00 12+00 13+00 14+00 + + 6+00 NOTE: GRADS.ALL UUk..,lILL IRON PkPE IS TO BE CLASS 52. MAMMON MON. 01.1 monomm 00000 ALL PVC PIPE IS TO BE SDR-35 MEETING ASTM 3034 REQUIREMENTS. PAnW nVV Z70. 00 2 75 LF0043% EXIST. 8** EXIST. 8" PVC PVC 213 LF 0 0.43% EXIST. 8" P�C Rrl I f=A*l=AAAlP m I 5+00 4+00 3+00 2+00 1+00 0+00 _DA ZW NMV 5-28-98 VILLAGE bF 260.00 5-7-98 RYE BROOK MH, E TO SMH Dl 7 It 0) r10 LO cr) c� 0') 0 3-17-98 N C14cv N N C14 co N Go ' 1-23-98 WEST CHESTER COUNTY, NEW YORK CONTINUED FROM SHEET 30 I 1-7-98 ti 0+00 1+00 11 11 1 3+00 4+00 M-25-9 7 SANITA S, R Y SEWER PROFILE 2+00 11it-97 Rey — sheet ANY_,ALTERATIONS OR REMSIONS OF THESE O'ONE, BY OR UNDER THE DIRECTION OF THE PLANS, UNLESS NYS LICENSED SCAL Z Orig: 9f=% -17-97 n, �OUpn 1fz(gfgq@9d k�m'gfNc� �o� tpj 31 / AN D REGISTERED ENGINEER THAT PREPARED THEM,IS A XIST. �fRR�.- E HORIZ: 1" 50' design by QR VIOLATION OF THE NYS EDUCATION LAW. ANa. VERT.. 1 10' drawn by, AO K 0 chkd by DR Copyright, 1998 ma-u-maca 41, 4 t 7,-6,! WITH ASTMC-478 8" DIP INFLUENT PIPE t 1 P, a VALVE CHAMBER WATERTIGHT SEAL o OVERALL f TYP. f a i -0 48" OPENING • , ,. I V WETWELL —____- 26.12" do COVER _- I r T - o- WATERTIGHT a SEAL { h E JOAINT 14N� TYP, COVERO1 OP NING OVERALL ETWELL 3.00 { IF ALARM SOUNDS PLEASE CONTACT MOUNT SIGN AT THE VILLAGE OF RYE BROOK — PUMP STATION DEPARTMENT OF PUBLIC WORKS AT OR ; THE POLICE DEPARTMENT NEMA 4 CONTROL PANEL l WITH INTRINSICALLY w 7t _ 0,! SAFE CONTROLS AUDIO/VISUAL ALARM TEMPERATURE SENSORS WATERTIGHT ACCESS COVER WITH HORN AND MOISTURE SENSORS , LEVEL GENERATOR PAD FLASHING RED LIGHT PUSH TO TEST CIRCUIT WITH LOCKING MECHANISM 1'—O°'x7°—O"x1a'x ALARM TELEMETERED & SAFETY GRAB BAR WITH HAUNCHES TO POLICE STATION UPPER GUIDE RAIL HOLDER SUPPLIED x 3" MIN. 6 BARS @ 12" O.C. WITSEEN BAF DETAIL SYSTEM 4 CLEAR EACH WAY SERVICE POLE H-`- 1 VENT 1 - r d WATERTIGHT ACCESS COVER ,_ t EL. 349.4 k lJ ° WITH LOCKING MECHANISM ° d [ 1 �, & SAFETY GRAB BAR e 3,50Q PSI } � EXHAUST FAN WITH d CONCRETELOUVERED LauVERED VENT NT ° 2 !.6 !, ENGINEGRAINGER #4CO20 GENERATOR c (DAYTON 12.0,0 N PAD 6" GRAVEL ,a k GRADE 6MIN, 1/4 HP 2)#6 p{ is CONTINUOUS EL. 346.5 ir ml i III .1.;1 CONDUIT k .,� . t �_ � �j- � � _ i iIC 1([ I ` b C__tf,I ' l—I,{III # s III nt SEAL d III Iif g-. i d 1 [1� � ° !f= eOar t 1 t Y GATE BOX MERAMR P8—DNAIL SCALE: 1 /2"=1'-0" SEE DETAIL Li A I. g d i j ii ° ° ° JUNCTION BOX I GATE VALVE ° 8" DIP INFLUENT PIPE NEMA 7 ` i 7'-2" SEE PLAN MEW d ° {{ FOR ALIGNMENT d WATERTIGHT TOP RAIL— 1 5/8" 0 d SEAL f WATERTIGHT ° TYP. ° SEAL d Ii I TYP. e ' NEOPRENE COATED I d CAST IRON STEPS 2" MESH, 9 GA. — NYSDOT SECTION710-03, \ANYL EL ° I I ! I s IN CONFORMANCE COATED — 7 MIL. . 341.00 START s � Y LAG �, ° w _ , t � t WITH ASTMG-478 d f a TYP. 15! _O„t ALARM j EL. 340,00 START 4 1 1 J2" TRAP j ° � 4 EL. 339.50 a LEAD d ° k ° d REINFORCED PRECAST I ° POLYPROPYLENE EL. 339.00 4 i CONCRETE VALVE 00 MERCURY LEVEL I I s 2 � j2y POSTS � ° 10'-0" C to C CONTROL, INSTALL CHAMBER, WATERPROOF MsODLe RAIL — CLEAR OF ALL 4 FT. M1N.DIA. INSIDE AND OUT 1 5j8" ° 4 4,! Sch, 40 INFLUENT LINES ? ' DISCHARGE PIPE " a BOTTOM RAIL — 1 5 ja" ; AND FITTINGS I I I! I( I 4 FLYGT HDL TYPE INTERMEDIATE GUIDE RAIL SUPPORT ° PRECAST REINFORCED CHECK VALVE REQUIRED FOR GUIDE RAILS OVER I I CONCRETE WET WELL 13 FEET LONG, 1 I I I I ° 4 1" WATERPROOF INSIDE 1 f I! I I f d_ I if AND OUT I ! F I ► ° � I I PUM I , OFP a 1-1/2" Sch. 40 PIPE I I 7 7CONC SASE 12 x12 GUIDE RAILS — 2 s t 1:2:4: MIX PER PUMP I EL. 335.06 d I y, 14 602l4>, BREAK AWAY I ' • % EL. 334.OQ FITTING SYSTEM I �} (NON—SPARKING}-17///, 4 6 GRAVEL ALL 04 Q AROUND -} 12t:)!l/"1r-�(` COVERiL bOTIONS �'' i ■ Ali a ei ' �� •ill' w !• NMI z A „ t ', :.,.' -.. .: ., .:. ti ' , ., ,.. , ,.., ,,: . ` l �•, ,.... .,.. ..' ,. ;, ., '.. .:. .. max. x, , ' i LOT LOT 1t Lt�T 11G ° a T 398 LOT 12G LOT 22B 8SM t I ff an 377.5 } t LOT 74E FF 319.5 Ln LOT 2 RAY SLOPE DRY SWT 2 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 WOAD STAKE 4" MIN TRENCH SLOT HYDROSEED AS PER YSTCHESER COUNTY BEST MANAGEMENT PRACTICES MIRAMAT EROSION CONTROL / REVEGETATION MAT t t SECTIONPROPOSED GRADE. FILL-�12" LIFTS 0 907 DRY PROCTOR DENSITY COMPACTION "• SCALE HORIZ. 1" = 30' 2 GENERAL NOTES: VERT. i" = 30' 1. DO NOT STRETCH MAT OVER GROUND. MAT SHOULD LAY FLAT. EXISANG GRADE 2. CUT CHECK SLOTS ACROSS BOTTOM AND UP THE SIDES OF THE SLOPE. 3, STAKE AT 3' TO 5' INTERVALS ALONG EDGE OR IN TRENCH. 10'-0' BENCH 4. OVERLAP EACH ROLL END OF MAT BY 3' WITH UPS LOPE MAT ON TOP. 5. OVERLAP ADJACENT EDGES OF MAT BY 3" AND STAKE, CONTRACTOR TO FOLL0W MANUFACTURES' INS TALLA TIONS GUIDELINES, Pa t PROPOSED FILL IN STEEP SLOPES FOR EXTERIOR SURFACES 5 NOT T E C} . UNDER STR TUR S , r 55 , 5 , d. r rx , r i t I. t:sELLEFA'lR e VILLAGE OF - w: . L r r _BROOK RYE . r • , k EST HEST R O NTY - E U NEW YC�R K , : s M L v c — .. CRITICALFILL SECTION 3 8 9 y , , q _ 1 6 /jy 4IV ¢x w- Rev:;" t Y :A TERATIONS 4_ REVISIONS , OF THESE PLANS, UNLESS , . _ a: ' '&D pj , x _ L _ A1�- _ " des Orig b , III T THLICENSED.:, . Y' .. ON RUN R THE DIRECTION ION F NYS , r D BY 0 E O E _ ,, •: I T' I A� PAR PI= _ t AN _ R G S C7 -EN ER THAT PREOARED TH M IS -A' D_ E ENGINEER E .. ., E ER E dravrn b . � Ea TH NYS EDUCATION VI4LA ORI OF.THE ED CA _ 4N LAW. � ,_ _ :"+ , - , _ _: , NV . r . _ TI }�, DR _�.., , :, .. ,,. r , " ", _, ,"-. ..:. :, ` ..' � '.:......,ter:...•.-...-., ';. ,. ' ` „ •:,�:,- .ems., .... � ,'.: 5 �,,: ', ,: , .. , .:.. ,,. 5` :�. � ,, ;.. ..: ',...' :: ., . ! f (I 3 OAMPBELL TYPE ON re,52_ S FRAME & GRATE TOP OF BERM EL 331.0 100 YR EL. 329.0 -' 6" TYP, 6'-0" S0. 5'-0" W x 1'-C H REINFORCED PRECAST CONCRETE EMERGENCY WEIR 100 ORIFICE STRUCTURE, 3,000 PSI MIN. (TYP.) EL 329.0 15" RCP NEOPRENE COATED ALUMINUM STEPS 012" O.C. (TYP.) / EL 322.9 6' MIN. CRUSHED STONE CONTROL STRUCTURE DETAIL SWT 4 i .., , ■I� r t: ;�i i A 3sto BSMT3 R y " 368.0 t ,, + a a �s 344 ------------ TOP OF BERM EL 341.0 100 YR�' EL. 339.2. �.. 6' TYP. 5'-o" W x 1'-6" H REINFORCED PRECAST CONCRETE EMERENCY WEIR EL. 339.2 e 0 ORIFICE RCP STRUCTURE, 3,000 PSI MIN. (TYP.) NEOPRENE COATED "-15" ALUMINUM STEPS i @12" O.G. (TYP.) % EL 331.9 " MIN. CRUSHED STONE CONTROL MIXTURE DETAIL SWT 4-1 SMT.351.0 > t � + I a 3 loo-- I , ov. X09 356,5 220 ,.-- .. . . . ... .. .... �r ~""` 3 3.0iT. 338p Sm INV.30939 ,llYFLiGF OR UN 4� CY TUWAY f 100 pr. d. M101110' 0 KM 19E 15' Ift OUT Au a„ 218 O 227 '-- ..--224 225 226 222 '' 221 222 EMERENCY SPILLWAY x TOP OF BERM EL. 339.0 EL 335.5 100 YR EL 335.1 --� ----- 2' INV. 331,.9._ 1g^ b RCP FIRST FLUSH BASIN REVERSE pIiCH PIPE EL 330.5 BERM PIPING DETAIL SWT 3 l em ? YOIA 262 E 281. f 1 »a, 26, a DAY HT NOTING DRAINS A 4 'T♦ \ p.8 t"`nr) twiT'C OAK* C"7+ CAMPBELL TYPE M 1�x- 2 TOP OF BERM EL. 284.7 FRAME &GRATE EL 283.5 100 YR EL 283.4 15' LONG 6" TYP. EMERENCY SPILLWAY 3'-0" SQ. REINFORCED PRECAST CONCRETH NEOPRENE COATED 6" 0 ORIFICE STRUCTURE, 3,000 PSI MIN. (TY ALUMINUM STEPS I8" Rid 012" O.C. (TYP.) l 1 l EL. 28D.0 " MIN: CRUSHED STONE CONTROL STRUCTURE DETAIL LEGEND 51oKM WA ItK IKEA7B MENT AREA #1 AND #2 WITH FIRST FLUSH A51NS PROPERTY LINE - RIGHT OF WAY LINE - - --- --- - EASEMENT LINE 215.JO EXISTING SPOT ELEVATIONS + 215.30 PROPOSED SPOT ELEVATIONS 200 EXISTING CONTOUR LINES PROPOSED CONTOUR LINES EXISTING{ UTILITY POLE EXISTING LIGHT POLE EXISTING CATCH BASIN PROPOSED CATCH BASIN ® EXISTING DRAIN INLET ® PROPOSED DRAIN INLET EXISTING DRAIN MANHOLE PROPOSED DRAIN MANHOLE 0 EXISTING SEWER MANHOLE i PROPOSED SEWER MANHOLE r i 1 ,., x • BASIN IN (� �►: ,. � Its ,,,,� ~ r 8` NDEO DETEN�ON j • IF Y y 1, ti 41,7 a J � I r long el. 340.5 4! s r ,or a 'rl► s{ .en • ,f`� A 1 I 1 {� � �..�,� � � `..,,,.�� to � 4 � <i,,•-#�� '*,`y` w �`.!' •�? • a .4 1 ,� L, Mon. j ` ) m ` F - -D LEVEL---- j / ' 3 In, CLEAN S[I7~IE i a FLOW - r FLOW ' PASTS SEATInN ROUGH GRADE w -- COMPACTED SUBGRA ' FLOW 4 DEPTH]]Fr DE SECTION B FLOW b DEPTH t SECTION N SUPPORT NET FILTER FABRIC POST -Ir -FILTER FABRIC SEC77ON A Al OUTLET AS REQUIRED 0:5�; OR GREATER, DEPENDENT ON TOPOGRAPHY �, now- FLOW TOP VIEW SEE ^ITEM 8 BELOW INSTALLATION NOTES START AT EXIST. ;�, BACKFILL PLAN i SILT FENCE PAVEMENT ° B A I INSTALLATION NOTES COUPLE ` f 1. EXCAVATE A 6 INCH x 6 INCH TRENCH, OFFSET APPROXIMATELY 2 FEET FROM THE INLET ' , # PERIMETER. 1. ALL TEMPORARY SWALES SHALL HAVE UNINTERRUPTED POSITIVE GRADE TO mazinam AN OUTLET. 2. UNROLL A SECTION AT A TIME AND POSITIONTHE POSTS AGAINST THE BACK (DOWNSTREAM) 5l ` MIN, LENGTH tt 2. DIVERTED RUNOFF FROM A DISTURBED AREA SHALL BE CONVEYED TO A SEDIMENT WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW}. 1K SECTIdN B PLAN TRAPPING DEVICE. 3. DRIVE THE POST INTO THE GROUND UNTIL THENETTING IS APPROXIMATELY 2 INCHES NATIVE SOIL SECTION A + 3. DIVERTED RUNOFF FROM. AN UNDISTURBED AREA SHALL. OUTLET DIRECTLY INTO FROM THE TRENCH BOTTOM. AN UNDISTURBED STABILIZED AREA AT NON -EROSIVE VELOCITY. INSTALLATION NOTES 4. LAY THE TOE -IN FLAP OF FABRIC ONTO THIEINDISTUR8E6 BOTTOM OF THE TRENCH, 4. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS AND OTHER OBJECTIONABLE BACKFILL THE TRENCH AND TAMP THE SOIL. MATERIAL SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE TOE -IN METHOD WITH THE PROPER FUNCTIONING OF THE SWALE. EQUIVALENT. 5. JOIN SECTIONS AS SHOWN ABOVE. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE FENCE. 5. THE SWALE SHALL BE EXCAVATED OR SHAPED TO LINE,. GRADE AND GROSS 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET (EXCEPT ON A SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN AND BE FREE SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY. JOINING SECTIONS OF FENCING OF BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WiLL IMPEDE NORMAL FLOW. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. STRAW BALES 4. WIDTH - 25 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH INSTALLATION NOTES 6. FILLS SHALL BE COMPACTED BE EARTH MOVING EQUIPMENT. AT POINTS WHERE INGRESS OR EGRESS OCCUR. 1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHER BALES TO SURROUND 7. ALL EARTH REMOVED AND NOT NEEDED FOR CONSTRUCTION SHALL BE PLACED SO THE INLET. WHERE SLOPE AND SPACE PERMIT, ESTABLISH THE LINE OF BALES 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING AS NOT TO INTERFERE WITH THE FUNCTIONING OF THE SWALE. 1. EXCAVATE A 4 INCH * 4 INCH TRENCH ALONG THE LOWER PERIMETER OF THE SITE. OF STONE. FILTER CLOTH WILL NOT BE REQUIRED ON A SINGLE FAMILY 2 TO 10 FEET AWAY FROM THE INLET. ANCHOR BALES IN PLACE BY DRIVING KEBABS 8. INSPECTION AND MAINTENANCE MUST BE PROVIDED AFTER EACH RAIN EVENT. OR 2" x 2" STAKES THROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILED AGAINST THE RESIDENCE LOT. 2. UNROLL A SECTION AT A TiME AND POSITION THE POSTS AGAINST THE BACK (DOWNSTREAM) 9. STABILIZATION SHALL BE AS PER THE CHART BELOW: BALES. 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD WALL OF THE TRENCH (NET SIDE AWAY FROM DIRECTION OF FLOW). i ITIARIUMIU-11101XIMINA1 i 0 ITIARIUMIU-11101XIMINA1 i 0 TYPE OF TREATMENT! CHANNEL OR f s G N f t t SEED AND STRAW t NI SEED AND STRAW MULCH SEEDAND JUTE MESH NJ OR SOD i 1•.SEED AND JUTE MESH OR SOD LINED r rr,r ENGINEERED'DESIGN Soil Stockpiling 2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO iTS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED, 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION AND WATER POLLUTION SHALL BE MINIMIZED. 5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED iN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO; PUBLIC RIGHT OF WAY MUST BE REMOVED IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT OF WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. Stone Outlet S-da EXCAVATE, IF NECESSARY POP 1QPn iGNT CTnQAr_c'�_ DRAINAGE AREA LESS THAN 5 ACRES 'il�i�in 3. DRIVE THE POST INTO THE GROUND UNTIL THE NETTING IS APPROXIMATELY 2 INCHES FROM THE TRENCH BOTTOM. 4, LAY THE TOE -IN FLAP OF FABRIC ONTO THE UNDISTURBED BOTTOM OF THE TRENCH, BACKFILL THE TRENCH AND TAMP THE SOIL. STEEPER SLOPES REQUIRE AN INTERCEPT TRENCH. 5. JOIN SECTIONS AS SHOWN ABOVE. STABILIZE ENTIRE PILE' EARTH EMBANKMENT WITH VEGETATION OR COVER 4 FT. TOPWiDTH 2 SLOPE OR LESS FLOW --- r►. Y` w w \ { w w w w w fr w w w w w w � � w w v � � � w � �`__ Off DEPTH .g W w W W w w w w w w w w w EMBEDDING DETAIL ANTI -VORTEX DEVICE EMERGENCY SPILLWAY CREST w WATER SURFACE .(design) w w ww W w w w w w w w w w w w w �°' w w w W w `�� w w w w w w w w w w w w . w w'� w w w w w ° ° ° ° °� • n FREE OUTLET "' �, w w w w w w w w � �,,, ` � _ ° ". °° ANTI -SEEP COLLARS •, D N w w w w CUTAWAY TO SHOW RISER r w�w+wwwv�„,v w w w w 2 RE -BAR, STEEL PICKETS, OR ° D wwWY"w VwwW'Wt'wWV'4•www V'wWYWw Wwf'w`W'y"�w �° ° STRAW BALE CORE ° ° 411 2" * 2" STAKES 1 1/2' TO 2' _•.. °• . , -, .. ANGLE FIRST STAKE TOWARD iN GROUND ° PIPE CONDUIT OR BARREL PREVIOUSLY LAID BALE + �� 1 IN. STONE MIN, SLOPE STRAWBALES OR SILTFENCE MIN. SLOPE L FLOW-•.--•-r- EXTEND CORE INTO EARTH EMBANKMENT COMPACTED EARTH , `_ ? •' LENGTH (FT.} WIRE OR NYLON BOUND BALES 1 6 x DRAINAGE AREA (AC.) ° PLACED ON THE CONTOUR °` " 2 ° NOT TO EXCEED 5 FT. • � H =HEAD ON PIPE SPILLWAY (PIPE FLOW), FT. (CENTERLINE OF OUTLET TO ,W4` ' W • . ,° ° e . °. •, , ° ° ®° EMERGENCY SPILLWAY CREST OR TO DESIGN HIGH WATER IF NO EMERGENCY 1 , ` ®• ° • .. ` . °. . > . 8 ° SPILLWAY.) INSTALLATION NOTES . � c� / FILTER FABRIC h HEAD OVER RISER CREST, FT. ELEVATION 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2. ` L = LENGTH OF PIPE IN FEET, 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED INSTALLATION NOTES Dp -DIAMETER OF PIPE CONDUIT (BARREL) WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION 1. AREA UNDER EMBANKMENT SHALL BE CLEARED, GRUBBED, AND STRIPPED OF ANY OR COVERED. VEGETATION AND ROOT MAT. THE POOL AREA SHALL BE CLEARED AS WELL. ! Dr = DIAMETER OF RISER 4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE. 2. THE FILL MATERIAL FOR THE EMBANKMENT SHALL BE FREE OF ROOTS OR OTHER WOODY VEGETATION AS WELL AS OVER SIZED STONES, ROCKS, ORGANIC MATERIAL INSTALLATION NOTES AND OTHER QUESTIONABLE MATERIAL. THE EMBANKMENT SHALL BE COMPACTED BY TRAVERSING WITH EQUIPMENT WHILE IT IS BEING CONSTRUCTED, 1. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY ABUTTING THE 3. SEDIMENT SHALL BE REMO\IED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS ADJACENT BALES. WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4" REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BAR MANNER THAT IT WILL NOT ERODE. DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL BE 4. THE STRUCTURE SHALL' BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. AS NEEDED. 4, BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS 5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. EROSION AND WATER POLLUTION IS MINIMIZED, 6. THE STRUCTURE SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE 4 DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. 7. ALL CUT AND FILL SLOPES SHALL BE 1 2 OR FLATTER. , la Diagral oAnti-Seep Gen er l NotesCRITICAL AREA SEEDING 1. Contractor shall be responsible for compliance with ail SPECIFICATIONS sediment and erosion control practices. The sediment and erosion control practices are to be installed prior to any Site Preparation: The soil shall be scarified to attain a favorable rooting depth (usually 6- major soil disturbances, and maintained until permanent 8 inches) and shall consist of 25 % silt and clay to provide an adequate moisture -holding capacity. The upper 4 Inches of the soil shall be topsoil. The soil should be fertilized as protection is established. needed (based on the results of sail testing), or at a rate of 14 Ibs/1000 SF of 5-10-5 or an equivalent. Natural fertilizers shall be used whenever possible. The critical area shall be 2. Timely maintenance of sediment control structures is the roped off or fenced for a minimum of 6 months or until the treatment is well established. responsibility of the Contractor. All structures shall be Seeding: Seeding mixtures and rates should conform to those outlined in Tables 5.1, 5.2, {+{ l maintained in good working order at all times. The sediment and 5.3 of `'Westchester County Best Management Practices Manual For Erasion And i level in all sediment traps shall be closely monitored and Sediment Control", and should be applied according to the following steps: sediment removed. promptly when maximum levels are reached or as I (1) Seed along the contour, to a depth of 1,4- to 'h-inch; ordered by the engineer. All sediment control structures { , shall be inspected on a regular basis, and after each heavy (2) Firm the seeded area with a Eight, drop roller cultivator; +I rain to insure proper operation as designed. An inspection t schedule shall be set forth prior to the start of construction. (3) Apply inoculant when seeding legumes such as trefoil and/or clover, F } ? 3. The locations and the installation times of the sediment capturing (4) Use established methods of seeding to maximize soil/seed contact; these include P g drilling, hydroseeding, and broadcasting. Broadcast seeding requires twice the normal standards shall be as ordered by the Owner Engineer, and in accordance with amount of seed. SATURATED the standards set forth in the "Best Mnagement Practices Manual". Sodding, Sod. shall be 3f4 inches thick from the craws of the plants to the :bottom of the ZONE sod strip, at least 1 year old not broken or torn and free i 4. All topsoll not to' be used for final roam snail be removed. from. {P Ye , r e from insects and diseases. , grading Harvesting, transport, and installation shall occur within 36 hours. " the site immediatel and placed i g P e Sod frozen ground, ens, but y p c d n a stabilized stockpile or fill when Orr temperature exceeds 32 degrees F, shalt not be Installed on frozen round, but area. All topsoil required for final grading and stored on site shall according to the following procedures: g be limed, fertilized, temporarily seeded and mulched within 21 days. W 2' 14 x P (1) Loosen the top 3-4 Inches of soil, and moisten the top 1-Inch of soil immediately before installing sod along the contour; ' S. Any disturbed areas that will be left exposed more than 21 days and not 'subject to construction traffic shall immediately J a receive (2) Install the first Ilse of sod In a straight. row with all other Ines parallel and tightly P g Y temporary seeding. Mulch shall wedged. Stagger all lateral joints. Do stretch p y g I be Used If the season prevents 9, 99 10 no a ch or overlap pieces of sad; but keep the. edges snug, allowing no open spaces. Secure with the establishment of a temporary cover. 9 gf 9 P P pegging/staking, roll or .tamp, and .� ���-�$ water immediately, Disturbed areas shall be limed and fertilized prior to temporary NOTE: seeding: TIMING - 1- _ E.' 3' E L. L E F A I %$ CONNECTIONS S BETWEEN E 4�EEN THE ANTI ..SEEP COLLARS , Temporary see In r d o s din ad sb ouid occur th -•� -- wi within 24 hours' f 6. Du g o soil replacement, en Dust control to rg em t e ovrded as required $ '� a ed using accepted industry P cJ �7 P u standards...< . q 9 P Y, AND THE BARREL .MUSTVILLAGE F BE WATERTIGHT. stabilization, or final grading; , gad g, seeding or sodding after longer Intervals requires soli scarifi cation. Permanent seedings 7^�I$-97 s d g, may be done at do time of the year, provided the are Y Ye P X mulched and irrigated , , . a a tad; a as needed #o ensure a' proper moisture g_ o r o store regime. _P P 9 RYE BROOK j 7. fti The Contractor shad keepthe r - -� e roadways within the project � i YS 0 9? , ' : clear s MAINTENANCE a of ail and debris an i - s d s responsible fo r an ' street „ P s eat „ cleaningnecessary,: $- as Q a of I h s work t he ca r f u se :r t� Seeding: Ai°s ,. MYE,.JT('�{�,� ee I seeding tti l✓ N rn s aul h ES T d b c eck #t � i \ �'�x e ed a er r r �.�+ eve arnf I n .� ('"�� '`(' 9.. a I a d weeks--durrn r COUNT i Y �(j/ 9 ea i 'N � Ttr Yff""�� ��`` Y• Y 1.JRF1 ff 9 ,- Y of :th r. e pro ject,. t growth riotgermination ' a viabil+t ; : _. ..,. n Bare d a sots should r be a .seeded immediately. g d ate' . Once 5 Y f7 5 ? vegetation , Y ._ tat+an has a germinated v e at and viab ility lab t is establish ed, mainten ance Hance checks 9e should be „ : g f h Y scheduled - _ : u ed f follow •" cad o of whev o a storm events 8 Sediment Se s _ e t and r in should b f DETAILS e o t n ntr ! ed a er ilr e s o ao o tructur t d ann i ,, , s es h I z uall n h .sal berm to 4 e ov d an Y � e d � ` . s ring, y , n accord ing to saI( tee rea t omme da n Ilan N oral fertilizers, p, s;' the area g 9 cltshould be used , astabilized e when t' r ', had dra inage e ared'h. , asbe been ra erlNow whenever l ve osslb e o din � F, S ur d d n the first - ... + h +r e k f. s w e Iowrn ° dl installation, P ditdt on the h to 4' p., 0 stabilized h� t' . st z d n e b ermone t measures. r Y p >: r + ch `f s o sod stain e d b m 1 e o t red da+l . , Thetas , s ft so d houl w - > s d be e' _ _ e►` _ to d as n, . .,ph h , , a r needed. Y d , . r Men the sod , > d Is' w I s I e #aiati . e shed It sh I , , ... ... , ou be_m d own t a _ _ f_ "h+ht f '< a e o 2 3 inch es. g c3 i1 , 29 -97► , r: 0 I , rJ . t, ....Fertilization h g , _101 s I r Allau d oocu 4VU 9 se Imesfie , d t and- ero io3 wee#s a r i tall n can. r I mati n t, r s t o rns o a to 1 easu es sh 1 bea d of our f- ,, , ai ntledo nitrogen _ s nPt a en r I al ir a P g p L1 ti U j� ,, ; each 1Ot} r r U tl �, Osuae# x eat Na rOil _. e total t li ere far z s ou d b u ed :whene r „ .. �:J q s ve seal I ..r a car n e b e, _ y, des c w th -"current , # rretet`^n f edition o W c''e P , s h r .. '"West ate Count e s ,, ., a eSI , `37 Management P a t i en tact ce M ` forErosion s Manual n _a dConti I a 26$ _ drawn b : n i CI , W G�C3 C�J Q Q`l� x ; - . chkd b z„ t 9 I 97 ;d 1 s x , t 4 MANHOLE, FRAME 4 COVER NO_1254 MARKED 'T 23 3 4* SEWER" , ORYE 47R06k, N.Y. OR, K/ M/ % s, ' BRING, TO APPROVED EQUAL,'.. SOLID COVER TWO PICK HOLES Typ GRADE WITH BRICKS N, MORTAR 1, MAX.: COMPACTED SUI TABLE� TOP OF 8EK4, FLANGED 45' ELBOW TOP OF PIPES BACKFILL 12" LAYERS STONES 6" MAX PROVIDE BOOT OR RING FOR STEEPS �SIETAIQ STEEPS A PVC OR DIP PIPE OPENING IN MANHOLE (TYP.). (SEE (SEE DETAIL) I? 12"+ 1/2 DIA. COMPACTED CL BACKFILL STONES 2 1/2- MAX 48- 1/2 O.D. COMPACTED SELECT BACKFILL GRAVITY SEWER A 4 48. 4 - 10 0 #2, CRUSHED STONE OR 6 Now N/ AS DIRECTED TROUGH -WITH MINIMUM x Z 0 UNDISTURBED OF 0.10' PITCH ACROSS 2 lu I EARTH PRECAST CATCH BASIN 'PCB.) MANHOLE 12" D.C. BEDDING TRENCH NOTE: NOTE: N PRECAST STRUCTURES TO MEET 6" OF CRUSHED to INDIVIDUAL HOUSE FORCE MAIN LATERALS H-20 LOADING REQUIREMENTS STONE N.Y.S. #2 I —A D.I. PIPE & PVC CONN CT INTO MANHOLES WITH 45* PROVIDE BOOT OR 4 DISCHARGE ELBOW. - — — — — — — — N.T.S. RING FOR PVC OR 6" OF CRUSHED STONE N.Y.S. #2 PRQ\ADE BOOT OR RING FOR PVC OR DIP PIPE OPENING IN MANHOLE (o a. _<\7/7',7 6' OF CRUSHED vy I / A A� C CAST IRON WALL PLATE STONE N.Y.S. #2 8" MIN 6 CAST 00 NOOD . TOP OF C DIMENSIONS IN INCHES PFE CAMIPBU DIMENSIONS IN INCHES PIPE NEOPRENE COATED A —a S-12E A e —D SIZE 7/8" ALUMINUM 3 3/4- X N N 2560 91 1 4-6 2561D 210 13 1_2 3 1/2 9 1/2 _6 2561 11 1/2 20 1/2 5 1/2 8 2561 210 13 22 10 3 1/2 8 112 8 z 11 1/4 23 1/2 6 1/2 10 2" :3 2562 15 3/4 26 7 1/2 12 2562 210 15 23 12 1/2 3 1/2 7 1/4 10 2563 2563 210 22 33 15 6 9 12 25" 18 27 9 15 2564 211 23 35 19 3/4 5 1/2 9 3/4 15 NOTE: 0 27 18 zi 11 7A_ ig 250 210 25 1/4 35 3/4 21 5 8 1/2 18 9 1/4 3 1/4 PRECAST STRUCTURES TO MEET f__ 25 1/4 11 21 •1 1. __ -el _ I � � e - __ L, H-20 LOADING REQUIREMENTS z *2568A 30 35 3/4 15 24 #2566 210 30 1 /�2 �2 1/4 24 Q 10 21 48 27 10 1/2 24 STEPS SHALL BE PLACED L5�:i_ 6 APPROXIMATELY 12" ON OVER SIZED CATCH BASIN REQUIRED CENTER FOR THE FULL DEPTH m OF 'THE MANHOLE. NO STEPS WILL CROSS SECTION BE REQUIRED IN MANHOLES LESS THAN 4' DEEP. CATCH BASIN "I"RA P STEP DETAIL NOTE.. t ALL RNS TO BE SET AT (BINDER COURSE) PAVEMENT GRADE UNTIL FINAL PAVEMENT COURSE IS PLACED. (IF BASE COURSE NOTE. WILL BE USED FOR LONGER THAN 3 WEEKS RIMS WILL BE SET TO THIS GRADE & THEN RAISED AS NECCESSARY UPON EACH REINFORCED CONCRETE PIPE, CLASS 4 IS REQUIRED FOR ALL STORM DRAINAGE. SUCCESSIVE ASPHALT COURSE. CATCH BASIN DETAILS SHOULD INCLUDE R UNGS INSTALLED AT 12 INCHES ON CENTER AND THE STRUCTURES SHOULD BE CERTIFIED BY THE MANUFACTURER FOR H2O LOADING All PRECAST CONCRETE DRAIN 2. CATC� BASINS ADJACENT TO DRIVES ARE TO BE AT 2' MIN. FROM CURB CUT. N.T.S. NO. 4 BARS AT 12* O.CE.W. - DIMENSION SCHEDULE 6" DEPRESSION 6* TOP SOIL CAMPBELL FOUNDRY COMPANY PATTERN NUMBER 3408 FILTER FABRIC (ALL AROUND) -BICYCLE TYPE GRATE" FOR PAVEMENT LOCATIONS /X;2 HANGER PLATE PLAN SYMBOL GRADE LU V) 3/4- TO 1 1/2- WASHED 6. uj GRAVEL OR CRUSHED TRAP STONE A ;�\f WALL PLATE — -- — — — — — — — — — _—__� __ \� --A.- A- 777--:. 6 PERFORATED PVC 6- #2 CRUSHED — — — — — — — — — — — — — — STONE 120' SECTION 8- 6- 8 UNDISTURBED lwivlvrjl� I 4- NOTE- PRECAST STRUCTURES TO MEET H-20 LOADING REQUIREMENTS PRECAST DRAIN INLET I. N.T.S. ROCK EXCAVATION & TEMPORARY PAVEMENT w w 0, N. T. S. REPLACE WITH 3/4" CRUSHED STONE OR 'BANKRUN GRAVEL AS W DIPLOCITY DISSIPATER MANHOLE IN MANHPIPE OOPENINGLE — — — — — — — VA"* PROVIDE BOOT OR FOR SEWER FORCE MAIN DISCHARGE RING FOR PVC OR 60* pool-,% DIP PIPE OPENING MANHOLE FRAME AND COVER "CAMPBELL IN MANHOLE NO, 1254 MARKED "SEWER* *RYE BROOK, N.Y.' OR APPROVED EQUAL SOLID CM (TWO PICK HOLES, TYP.) MANHOLE-CONC. BLOCK OR PRECAST 21/2'-/ CONCREIIE CAP 21/2' VALVE — MECH. JOINT PIPE -\ - 4' DIA. SLEM (TYP.) 2 1/g*- 'r x 2 111 45* BEND w �91 CONC. PIPE SUPPORT 6* MIN CRUSHED STONE N.Y.S.D.O.T., SIZE NO. 2 NOCAST PRAST STRUCTURES TO MEET All RTIIINGS TO BE THREADED. H-20 LOADING REQUIREMENTS SEWER FORCE MAIN ('1EANOUT MANHOLE N. T. S. CAMPA171 I MAMFAgin MATr N.T.S. BASEMENT FOOTING DRAIN AT BUILDING C14 L J FOOTING DRAIN INVERT AT BUILDING MUST BE A MINIMUM OF 12' OVER RIM OF STRUCTURE USED FOR OUTFLOW FOOTING DRAIN -DO NOT CONNECT ROOF DRAIN -PROVIDE C.O. AT ALL BENDS AND JUNCTIONS AND AT 100' MAX, FOB- TZ00r- CAMPBELL FOUNDRY CO. NO. 3062 NEOPRENE COATED 7/8" ALUMINUM 2" 33/4" MAKE SMOOTH CONNECTION BETWEEN INLET AND OUTLET WITH SPLIT PIPE OR CONCRETE FORMED IF APPROVED BY THE ENGINEER, 9 1/4- 13 1/4- STEPS SHALL BE PLACED MANHOLE BASE APPROXIMATELY 12" ON CENTER FOR THE FULL DEPTH OF THE MANHOLE. NO STEPS WILL CROSS SECTION BE REQUIRED IN MANHOLES LESS NOTE: THAN 4' DEEP. PRECAST STRUCTURES TO MEET STEP DETAIL H-20 LOADING REQUIREMENTS PRECAST CONCRETE SEWER MANHOLE (SMH.) 4.. .4 4. INSIDE A. OF MANHOLEO FLEXIBLE COUPLING 8- PVC 8- DIP (MIN. LENGTH 5') SELECT FILL TO BE PLACED IN 8" LAYERS AND TAMPED CONCRETE ENCASEMENT 6" MI. ALL AROUND 8" DIP N.T.S. q. GRADE TRENCH FOR PIPE AFTER FILL BROUGHT PICK HOLES OR APPROVED EQ. WITH TO FINAL GRADE + MIN. COVER — 4 1. MINIMUM COVER OVER CONDUIT D SHALL BE 24". 2' 4" PRECAST CONC. 4" 2 . . . . . . GRADE --PIPE, DIAM. "D" c 2. PULL BOX TO BE USED IN GRASSED AREAS ONLY. T 200 3. THE PRECAST CONCRETE STRUCTURE 8* MAX. LIFT UNDER PIPE SHALL COMPLY WITH ASTM SPEC. 6%6" C478. 2 SUMP 4. ALL EXPOSED DUCTS AND CONDUITS SHALL PROJECT 3" BEYOND THE WALL, WIX COMPACTION DUCTS SHALL BE PLUGGED AND CONDUITS SHALL BE THREADED END 6"x6 CAPPED NTH AN APPROVED BUSHING, SUMP SECTION lj 6" CRUSHED STONE BENCH EXISTING SUBGRADE EX. GRND. SURFACE I r WHERE SLOPE IS GREATER—��. ELEVATION \-6" MIN. CRUSHED STONE w 1. 5" R SPLICE BOX THAN 1 ON 3 HORIZONTAI UNDISTURBED EARTH (Typ) N.T.S. w CONCRETE HEADWALL CER11FICATION OF COMPACTION COMPLIANCE BY A N.Y.S.-P.E. OR N.Y.S. APPROVED TESTING _r ------ LAB IS REQUIRED FOR ALL FILL AREAS UNDER PROPOSED WATER, SEWER, OR DRAINAGE N.T.S. Z STRUCTURES AND ALONG THE PIPE LINE AT 25 FT STATIONS IN EACH LIFT OF FILL PLACED E UNDER PROPOSED PIPES. HS20 LOADING CERTIFIED ct. PROPOSED ACCESS DRIVE ELEVATION 0 x NOTES: 0- w 1p r? _' r \f,/ \/i\ /\ \/70/7/oVolz SEWER: -V CLASS 52 DIP IS REQUIRED IN ALL FILL AREAS & ALL AREAS OF DEPTH OF COVER GREATER THAN 10 (AREAS OF POOR FOUNDATION OR QUESTIONABLE t� A T w BEDDING IN THE OPINION OF THE VILLAGE ENGINEER MUST BE DIP. PIPE MATERIAL MUST BE CONTINUOS BETWEEN MANHOLES, PVC PIPE SDR-35 MEETING PLAN N.Y.S.D.O.T. SIZE NO. 2 CRUSHED STONE ENCASEMENT*MIN. ALL AROUND -FROM 8" ASTM 3034 AS MANUFACTURED BY JOHNS MANVILLE IS ACCEPTABLE IN ALL OTHER LOCATIONS. LATERAL CONNECTIONS MUST BE MADE NTH 4" WYE_' PVC TO 6" BEYOND CPLG. < FITTINGS. LATERAL MUST BE XIS Cl OR DIP CLASS 52. mmmmm mmm��mm mmmmmmmmm�� m SHORT PIECE OR SWEEP x STORM, SEWER AND WATER PIPE: x THE VILLAGE ENGINEER RESERVES THE RIGHT TO AUTHORIZE CHANGES FOR "OR EQUAL" PIPE MATERIAL FOR THE PROJECT. % % 4" 4 Li HCI OR DIP L 2 J L XHCIP 1/4" FT. OR A.O.B.E. WATER, SEWER AND STORM LINE IN FILL SECTION N NOTE: 1-23-98 row% Al/l. IF WALL EXISTS AT PROPERTY LINE; EXTEND BELLEFAI t*< 1-7-98 x SERVICE LINE UNDER WALL. 8-1 "" "5-7TOWAPPROVD FERNCO VI LLAE 8x4DIP GF, R PVQ WYE OR "MISSION" CPG. 7-18-97 RYE BROOk 7-10-97" 1`1C*TA-11 t*%^,KlKlrtw%ll^kl A" 1AA/Cm, -r^, A"'VL_ltw% ^11 An 1 74 5'-0* SHOULDER 0 r CONC. SIDEWALK nLL r 1" PER 40'-0' le-o" CONC. 1/4- PER FT. x 2'-0' 2'-0' ; CUT 1 1/2" TOP COURSE FILTER MATERIAL N.Y.S.D.O.T. ITEM 403.170 I PROPOSED ASPHALT CONCRETE FOR UNDERDRAIN I Y, 1 CB 2" BINDER COURSE R.O.B. OR71 To N.Y.S.D.O.T. ITEM 403.1 CRUSHED STONE ASPHALT CONCRETE L 1; DIA, 4' D PERFORATED OR 4" BASE COURSE POROUS PIPE N.Y.S.D.O.T.ITEM 403.11 8" SUBBASE COURSE N.Y.S.D.O.T. ITEM 304.02 COARSE GRANULAR MATERIAL NOTE: 1. 10 FT OF UNDER DRAIN TO BE USED AT ALL UPHILL LOCATIONS OF CATCH BASINS. (ADDITIONAL UNDERDRAIN MAY BE REQUIRED AS ORDERED BY THE VILLAGE ENGINEER) 2 * ON SITE MATERIAL MAY BE PERMITTED FOR USE AS PAVEMENT - SUBBASE PROVIDING THAT THE MATERIAL IS DRY, FREE DRAINING AND CONRETE WALL BY OTHERS 40'-0' 18'-0* 5'-0* SHOULDER CONC. CUR 1/4" PER FT. PER FT. t. -4 o CUTX 2 2'-0" 71 1 1/2" TOP COURSE N.Y.S.D.O.T. ITEM 403.170:�j ASPHALT CONCRETE 2" BINDER COURSE N.Y.S.D.O.T. ITEM 403.1Y ASPHALT CONCRETE 4" BASE COURSE) N.Y.S.D.O.T.tTEM 403.11 8" SUBBASE COURSE N.Y.S.D.O.T. PROPOSED R.O.B. OR CRUSHED STONE FILTER MATERIAL_/l CB FOR UNDERDRAIN 4" DI A. PERFORATED OR L POROUS PIPE r.v NOTE: EXPANSION JOINTS TO BE INSTALLED EVERY 10 FEET OR WHERE GROUND CHANGES IN BEARING CHARACTER. CONCRETE CURS 2" CLEARANCE 6/6 6-X6- WELDED WIRE MESH -1/4- PREMOLDED JOINT FILLER DEPRESSED 1/4- EXP. JOINT 4 NOTE: DETECTABLE WARNINGS SHALL BE PROVIDED OVER THE FULL WIDTH AND DEPTH OF CURB RAMP. DROP CURB AND RAMP 5- 3,000 PSI CONC. CLASS 'C' 6" BANKRUN FILL- NYS ITEM 304.02 GRANULAR, AND MEETS N.Y.S.D.O.T. SPECIFICATION 08304.02. THE ITEM 304.02 COARSE' GRANULAR MATERIAL VILLAGE ENGINEER REQUIRES ON SITE MATERIAL TO BE CERTIFIED PRIOR TO _v Xl4v .414" - %4fv 1/4 PREMOLDED _p PERMITTING ITS USE. JOINT FILLER 3. ALL COURSES TO BE ROLLED WITH A TEN TON ROLLER. TYPICAL ROAD SEC "nON EXPANSION JOINTS AT MAX. 16' CENTERS URB STRUCK JOINTS SPACED 4' C TO VILLAGE ROADWAY E30 R.O.W. 10' 1 2% SLOPE - I Am ' 112' ±ZOX 26± VC B- 4" BASE COURSE- N.Y.S.D.O.T. ITEM, 304.05 TYPE 4 B- 4" SUB BASE COURSE- N.Y.S.D.O.T. 1 1/2"-2" STONE$ STORM WATER ACCEIO�S^ 4MAIL- N.T,S. 2(Y f W 5.79,0.' 120oz ;;'M a J mom g n , 2 MAx ;..:. 1 -6 MIN. .....:.. FLE1BLE , H SE CONNECTION' _ DISCHARGE TO NEAREST MULLER "CENTURION" CATCH" BASIN CAT. NO. A-421 t \tom\ AS DIRECTED BY DEFLECT PIPE AS :PER GRADE WATER DISTRICT MANUFACTURER'S RECOMMENDATIONS FIN GRADE WATER LINE � c CURB SHUT\ \ / ! /i / w " r' f \ FINAL GRADE M#N UM .�u 18 IM THREADED FOR EXISTING OR PROPOSED GRADE ,,: 21 / t & VALVE Batt SEWER OR NU 1T1 RMAL cc�ID or#s : HOSE CONNECTION CAPPED WHE r' DRAIN LINE WATER NOT IN USE � \ � BANKRUN OR SUITABLE 1 D MIN. GATE BOX r / / �,' . 10 MIN. BACKFILL AS DETERMINED I SEE NOTE I BY THE WATER WORKS . ' WHEN DIRECTED DRAIN HOLES TO BE .� #�ORATtON TAP � NOTE . - ' 0 STORM GATE BOX / PLUGGED 19 AREAS OF HIGH GROUND v FOR ANY CONDITIONS OTHER THAN SHOW ABOVE THE FOLLOWING SANITARY �SE1 R " BOTTOM SECTION WATER. (SSE NOTE 5) % z REQUIREMENTS SHALL BE MET. THE JOINTS OF THE SANITARY SEWER SELF BLEEDING SERVICE LINE 2 OR T RAIN A MINIMUM OF 1 ' FROM THE POINT NOTE. STORM D SHALL BEt} OM ECONTROL VALVE % OF CROSSING AND THE SANITARY SEWER SHALL BE CLASS 100 WHERE A 10HORIZONTALS SEPARATION CANNOT BE OBTAINED DUE TO • / .---, ' �' " " 2 LAYERS OF TARPAPER OVER I I / PRESSURE PIPE & THE STORM DRAIN SHALL BE DUCTILE IRON. FIELD CONDITIONS, THE CLEAR DISTANCE SHALL BE A MINIMUM OF 12 12 " EDUCER-SIZE ADAPTED �A\ O.D. t 1 2" STONE 18 HOWEVER, AN EXCEPTION TO THE 1O MINIMUM HORIZONTAL SEPARATION \% / E /�+ �i �!� 1 REQUIRES SEPARATE APPROVAL OF THE WESTCHESTER COUNTY HEALTH DEPT. TO BLOW OFF -DIAMETER r CROSSING OF WATER, E OVER, 90 DEG. BEN I TRI UTION � e a 5 B \ \ � MAIN � /. .. f � f\f 2000 PSI CONCRETE OR STONE SEPARATLON OF WATER MAINS AND :. �, \ SANITARY SEWER �F� STORM DRAIN \ ANCHORAGE AGAINST UNDISTURBED VARIES .� .•.. ,; v. f�✓f EARTH V ES N.T.S. PARALLEL SEWERS I T •. �`\/\\/r��/ N.T.S. .4 .. :. CONCRETE NOTES: WATER MAIN BRACING e 24" OR 30" IN LENGTH SPOOL PIECE NOTE: 1. WATER DISTRICT TO FUR%lS% AND INSTALL CORPORATION TAP, SERVICES : s4' . 'm TYPE "K" COPPER''OR DUCTILE IRON CL..54 WATER MAIN TO BE PLACED ON UNDISTURBED EARTH. LINE, AND CURB SHUT OFF VALVE AND VALVE BOX. 2. CONTRACTOR TO EXCAVATE, MAINTAIN, BACKFILL, AND RESTORE TRENCH FOR THE TAP, / STONE, CONCRETE OR CONCRETE BI.t?CK> SERVICE ONE, AND CURB SHUT OFF VALVE.. f MINIMUM 6" THICK AND 12" SQUARE 4 R BLOW OFF 1"RENCH DETAIL FOR WATER LINE 3. CONTRACTOR TO TAKE OUT PERMIT, PAY FEE, AND TO FOLLOW ALL RULES AND 4" MINIMUM REGULATIONS OF THE LOCAL UTILITY AGENCY. N.T.S. LIMITS OF 1 1 j2" STONE FOR SANITARY SEWER OR STORM DRAIN (PRESSURE PIPE) N.T.S. DRAINAGE. (SEE NOTE 4) / f WATER WATER SERVICE LINE LATERAL THREAD ECONFIRMEDSIZ TO BE BY THE WATER COMPANY PRIOR TO INSfALt ATICNI ' EDGE OF PAVEMENT OR CURB 6" VALVE AND VALVE BOX TO BE - MUELLER CAT. NO. 2380 OR APPROVED EQUAL RODDING BETWEEN TEE AND VALVE AND BETWEEN VALVE AND HYDRANT. (SEE NOTE :3) THRUST BLOCK + ° • 6" LATERAL P N.T.S. EXISTING t WATER LINE WATER MAIN NOTES: L j2 L/2 18" MINIMUM TAPPING SLEEVE 1. PUMPER OUTLET SHALL FACE STREET; HOSE OUTLETS SHALL BE PARALLEL TO STREET. NORMAL CONDITIONS 2. PLUMPNESS OF HYDRANT TO BE CHECKED IN TWO DIRECTIONS, 90w APART. HOUSE, STORM, OR SANITARY SEWER - - 3. RODDING SHALL CONSIST OF TWO 3j4" THREADED RODS CAREFULLY COATED WITH NOTE BITUMASTIC PAINT. RODDING MAY BE OMITTED BETWEEN THE MAIN AND LATERAL VALVE UNUSUAL CONDITIONS " -` "' -- -` ONLY WHERE A TAPPING VALVE OR HYDRANT VALVE ANCHORING TEE IS USED. WHERE WATER LINE LASSES BENEATH SEWER LINE OR STORM DRAIN, THE JOINTS OF THE PIPE SMALL BE A MIN. 10' FROM THE PAINT OF WATER MAINS PASSING UNDER SEWERS SHALL HAVE A VERTICAL CLEARANCE OF 18" MIN:. BETWEEN THE SEWER AND WATER MAIN AND THE SEWER SHALL BE 4. 1 1j2 n STONE SHALL BE PLACED AROUND THE HYDRANT FROM THE BOTTOM OF THE ROADWAY WIDTIA CROSaINO AND THE SANITARY 'EWER SHALL BE CLASS 11 PRESSURE PIPE A T%f STORM DRAIN $HALL, BE DUCTILE IRON PIPE, SUP AS O BY THE NGIN R. T TH XTENT FEASIB E JOIN IREC E O E E FEASIBLE, TS 0 IN THE WATER MAIN $HALL BE KEPT AS FAR AS POSSIBLE FROM THE SEWER. R TI rh TRENCH, BUT AT LEAST 6 BELLOW THE BASE OF THE HYDRANT TO 6 ABOVE THE WASTE OPENING AND TO A DISTANCE OF 120 AROUND THE ELBOW. F. AN 19 ABATIc # CANNOT E VIP A NED DUE AL FIELD l OTMENTNS, SEPARATE aEPARATE APPROVAL OF THE WEST`OHESTER COUNTY HEALTH DEPARTMENT SHALL 5. HYDRANTS WITH PLUGGED DRAINS SHALL HAVE A 3" BLACK CIRCLE PAINTED DIRECTLY MAMMOM LIFT R" TV, O LN WATER LINEUN BE REQUIRED. VALVE UNDER THE PUMPER OUTLET. PROPOSED WATER MAIN 6. HYDRANT DRAINS TO BE PLUGGED WHERE THE WATER TABLE IS WITHIN i FEET OF I NITA R T AIN P'ARAIiON O WA R IALNS AND FINISHED GRADE. MIEN THE DRAINS AR PLUGGED; THE BARRELS MUST BE- PUMPED DRY AFTER USE DURING FREEZING WEATHER. WHERE HYDRANT DRAINS ARE NOT PLUGGED, A NTY AC GRAVEL POCKET tit DRY WELL SHALL BE PROVIDED UNLESS THE NATURAL SOILS WILL lN L�111MMM NIA I CONNECTION TO EXIST. WATER MAIN PROVIDE ADEQUATE DRAINAGE, HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FT, OF SANITARY SEWERS OR STORM DRAINS. N,T,S, N.T.S ��I4" HYDRANT SETTING "'- -- NOTE; THE JUMPER STRAP OR FIELD STRAP AND _._ 3 j4" , 1 j1" CIEOXII3IZER - N.T.S, CONNECTIONS SHALL BE COPPER JUMPER STRAP COATED NTH AN EPDXY c AFTER INSTALLATION. INCIIIISTING ihHERE SLOPE IS GREATER ---° PROTECT STRAP WHEN SH4P APPLIED TERMINAL STRAP THAN 1 ON 3 HORIZONTAL. C ACKFILLING. NEW _. ALTERNATE FIELD APPLIED WATER MAIN TEE ROADWAY` INSTALLAII IN FILL COPPER TERMINAL STRAP �, - 1 j2" STEEL ANCHOR BOLT 1%4" THICK STEEL STRAP (2" WIDE) ,� CE T€IFICATON OF COMPACTION COMPLIANCE BY A N.Y.S.-P.E. NUTT. .... OR 4 N.Y.S. APPROVED TESTING LAB IS REQUIRED FOR ALL. FILE_ AREAS CINDER PROPOSED ROADWAY + 10 FEET AND AT 25 FT ° 4 STATIONS IN EACH LIFT OF FILL PLACED UNDER PROPOSED ` "4a as HYDRANT ROADWAY. SHOP WELD a . a _ °d4 ¢. - Q... $, e�� 4. 4 A BEND a O C TA I ----- L T I C A LLY C ON C U TI VE SECTION STRAPS FOR MECH. JOINTS 6" VALVE "ELECTRO-BOND" COPPER STRAPS AS MANU. BY U.S. PIPE BELL 1 j4" THICK STEEL STRAP (2" WIDE) BACK OF CURB `+ N _ AND FOUNDRY CO. OR APPROVED EQUAL. fi Tr`D" � BOLT CURB PIPE _ 1-D" POOR A(;AINI;T a � e • • •, w VOLUME • E • It am IMVA • IM® • • EMEM-=, oe NOTES: 1, 2500 PSI CONCRETE TO BE USED 2,. BLOCK DIMENSIONS ARE BASED UPON 4- - ��: SOIL BEARING PRESSURE OF 2000 PSI AMA WATER PRESSURE OF 150 PSI ` 4 >ad 4 .4 d \ s 4 � d . d . d d 4 4' WHERE SOIL BEARING IS LESS OR WATER 4' $ ONES • �miC�m�i� 1 j2" STEEL ANCHOR ; ; Q' • .- c`r NOTE. BLOTS Wj NUTS i % =:� ° ° ' 4. d ° _`►�►+ o rrfvvruc 4vrv4Rc is rn�v� r orrv� nJ, w.rtnnrJ, rrc rcvv c t4. rt� rtcitvatecu. _ cv BRANCH OF TEE ° ` ALTERNATE INSTALLATION OF HYDRANT 3000 LB. CONCRETE �A " N.T.S. ♦" 4 " A ° . UNDISTURBED GROUND I A 1.0 O.D- MAX SLOPE 2% FOR 10' 18" NOTE: BLOCK TO BE POURED AGAINST UNDISTURBED EARTH PLAN a.y.. ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS: N � L� -SLOPES 20 TO 35%, NOT OVER 36 CENTER TO CENTER. SLOPES 35 TO 507., NOT OVER 24' CENTER TO CENTER. 1 -SLOPES 507*, AND . GREATER NOT OVER 16 CENTER TO CENTER. sn x -FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST UPPER' 4 LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY THE GRADE ENGINEER. > cv RANDOM LAIC? STONE A N � H Ll R AVERAGE WEIGHT OF ' NOTES: /�/ STONE 150 Ibs. 1. 2500 PSI CONCRETE TO BE USED `F �% Y + TO BE USED FOR ALL UTILITIES TOP RAIL- 1 5 8" 0 ( Q 0 � , 2. BLOCK DIMENSIONS ARE BASED UPON f 0 SOIL BEARING PRESSURE OF 2000 PSI w 20 _j 1. o z m • ' rCji� s AND WATER PR PRESSURE IS GREATER, A SPECIAL A PRESSURE OF 150 PSILLJ WHERE SOIL BEARING IS LESS OR WATER > .I � DESIGN WILL BE REQUIRED. o. ° NOTE$; {� PRESSURE IS GREATER, A SPECIAL r 3. WHERE 90° CREST VERTICAL BEND IS PLAN + 1. 2500 PSI CONCRETE TO BE USED - ""I DESIGN WILL BE REQUIRED. .�\/\/\/ .' ,y " 2. BLOCK DIMENSIONS ARE BASED UPON REQUIRED APPROVAL MUST FIRST BE SECTION AA OBTAINED FROM THE ENGINEER. A a a �ES 24A MESH, 9 G.A. - N.Y.S.D.O.T. /` SOIL BEARING PRESSURE OF 2000 PS! SPECIAL DESIGN WILL BE REQUIRED. AND WATER PRESSURE OF 150 PSI � SECTION 710-03, VINYL WS COMPACTED � \'�/\f\%f�•//.`�r� 4. 2-#6 REINFORCING RODS REQUIRED FOR . 16" SECTION AA WHERE SOIL BEARING Is LESS OR WATER N.T.. 45° BEND; 1#6 REINFORCING ROD REQUIRED PRESSURE IS GREATER, A SPECIAL COATED 7 MIL. 7 GRAVEL 2" PVC WEEP HOLES \f FOR ALL OTHER BENDS. EXPOSED BARS TO HORIZONTAL BENDS DESIGN WILL BE REQUIRED. AT 10'-0" O.C. \r BE PROVIDED WITH PROTECTIVE COATING. a - ti� N.T.S. t T NOTE: CREST VERTICAL FENDS IN ADDITION TO THE CONCRETE THRUST BLOCKS, ALL FITTINGS TO BE TIED TOGETHER WITH 3j4" GALVANIZED THREADEDRODS, AND ANY OTHER SPECIALS AS DIRECTED BY THE WATER DISTRICT. I�\ r CAP PLUG OR i//j/i I ��,�/��,, N.T.S. I % 4 I GONG. BASE 12"X12" a �,�\ 1: 2: 4: MIX 1. 2500 PSI CONCRETE TO BE USED i� /� .' . d• .. ��/ 1-23--9�3 2. BLOCK DIMENSIONS ARE BASED UPON E A 1--7--9+3. SOIL BEARING PRESSURE OF 2000 PSI �.. / , _ AND WATER PRESSURE OF 150 PSI + f g \ >-15- 1/11 LAE OF VALVE ELEVATION NOTES: WHERE SOIL BEARING IS LESS OR WATER I /\ \/ PLAN / .. , NC?TE S P # / /\ ? 1 7 CAP SFiOYWN NOTES - PRESSURE IS GREATER, A SPECIAL \ 8 9 THESE TWO FACES 1 . \ C 4 4 , 4. y .4 Q, t G • MMIL = • 2 1 /2" POSTS ffi 12 VARIESNOTE, Wln1ll AI BASE 15 EW& TO -E MIDDLE RAIL - 1 5 f 8 NOTE: 401t OF TOTAL WALL HEIGHT 1. THE FIELDSTONE WALLS DESIGN SHOULD ONLY BE USED FOR n VERTICAL GRADE SEPARATIONS OF 4 FEET OR LESS ON SITE, 6 8" 0 5 1 - BLOCKS TO BE POURED O t BOTTOM RAIL f 2. ALL WALLS GREATER THAN 4' OR WALLS RETAINING A SLOPE AGAINST UNDISTURBED ��-i EARTH GREATER THAN 29� ARE NOT TO BE DESIGNED BY DOLPH ROTFELD ENGINEERING, P.C. PLAN ELEVATION FIELDSTONE RETAINING WALL AA NOTES: • •• 1 2500 PSI CONCRETE TO BE USED 2 BLOCK DIMENSIONS ARE 'BASED UPON 2500 PSI 11 BETE TO BE USED TO BE POURED AGAINST 2. .BLOCK DIMENSIONS ARE BASED UPON UNDISTURBED BED 4F WILL R DESIGN LL BE REQUI ED. 3. FOR USE ON ABANDONED 'LINES AND � / �. _ `. \ \ / , %\ \ �,, -,,,, ? 1O 9i RYE BROOK ` SOIL BEARING PRESSURE F 0 I 0 2 00 PSDAD W P6-- AND WATER PRESSURE OF 150 PSIZ SOIL BEARING PRESS RE 0130 PSI U 2 AND WATER PRESSURE OF 150 PSI" E E ENDS WHE E"NO EXTENSION E E f2 CCONTEMPLATED. S � � �/i\/o. 0--9T , `, W T E HST S�� ER COUNTY, NEW Y E O R RE .SOIL BEARING #S S R WERE EA LE S 0 WATER. RESSU #S GREATER, ASP SPE PRESSURE A CIAL EC > L DESIGN WILL BE REQUIRED. 1 WHERE.: S01 R N I O, L A G S LESS WATER $E � R e P RESS R IS. R A R SPECIAL U E TE A S EC# L E G A DESIGN WILL REQUIRED. E D CAPS, FLUGS A�Y A D L�� 5 5 97 � .y DETAILS _ ' 3. TIMBER TO BE D UG SF#R 3,BEND T0 BE SE AGAINST UNDISTURBED , ' w ' _� < . CONSTRUCTION GRADE OR R O N G E BETTE EARTH BACKFILL TO FIRMLY TAMP BE ED OR LOCK TO A DIRECTED B B SHD AS E D E E CTE N S _ CHAIN U. FENCE, A C NIA H QUA C E D LLS, 3. 1 9 RV< O ? S h :. HORIZONTALSHEAR 1 - PSI E 20 S _FURNI BY THE ENGINEER., _ , 1 _ 4 „rr..29._7 ' 1 9 ;,m, �, a:► ` as _ . , ra � 6�lqn by DR °` ■ ! i ♦ '• � � `' i �# s w � drawn a • a FLOW CHANNEL STABIUZAMON --jI CHANNEL F_ I SWALE TREATMENT G `sty SEED AND JUTE MESH OR REVEGETATION MAT t. LINED — ..RAP 8" CHINKED 10.1% OR 75-100 LB. STONED GREATER CHINKED 4- 4 41, A - 4 f6 4 Ail A / I fALL ur- nVr\1z_V1N1tAL 114u,") Vr\L.M1L_r11 IFTPIMN 44 L.ILVri'LL1.� ITEM 304.02 EXIRSE- GRANULAR MATERIAL A� PT"PICAL HOUSE SEWER CLEANOUT DETAIL N.T.S. T"MCAL ROAD SEC11ON ROAD 5 & 5A DETAILS PREPARED BT OTHERS 0aV_TLTA#N 70APPROWARP hWRIA1 flfTAILS VEGETATED LININGS FOR WATER QUALITY SWALES T n Ll KI r- T mU V DAM 4 NO.3 REINFORCING RODS 35ii4, PS CJMCRETL L NOTE: A 6*x6"x48" GRANITE MONUMENT MAY BE SUBSTITUTED. IF GROUND SLOPES, MONUMENT SHALL BE SET 1* ABOVE THE HIGH SIDE, IF THE REVEAL IN THE LOW SIDE IS MORE THAN 6", THE GROUND SHALL BE GRADED TO PROVIDE A 6* REVEAL. IF ROCK IS ENCOUNTERED, DRILL OUT ROCK TO AT LEAST 12- AND SET MONUMENT IN CONCRETE. NOTES: GUIDEGUIDERAIL DnV BEAM WITH OnCT HOUSE FOUNDATI 01 WA — A - a, LOTS REQUIRING VENT (BASED ON FIN. FLOOR El EV.) 1-6 8-16 37, 48, 54, 55, 56, 62_ 105, 107, 108, 110 122-127 142-146 155, 157, 158 229, 230 234-236, 238 248, 249 180, 181, 189 0 i 1 L- 01-4 66 6=!-41 6!.-& MONUMENT AT 6'-0" O.C. 0-2% sloped shannet Seeded and Mulched 75' o.c. I\ N.T.S. 2. N.Y.S.D.O.T. STANDARD DETAIL FOR BOX BEAM 2-5% sloped channel Seeded and Mulched 35' o,c. GUIDE RAILS. THE LOWEST HOUSE FIXTURE WATER QUALITY SWAIF 2' DEEP, 5-10% sloped channel Seeded and Mulched 15' o, c, 3. N.Y.S.D.O.T. 606.10 FOR BOX BEAM GUIDE RAILING. MUST BE AT AN ELEVATION 4" DIP WIDTH VARIES 4' TO 10' REFER TO PLAN Erosion Control Blanket NOTE: HIGHER THAN THE MAIN 4. N.Y.S.D.O.T. 606-3R4 & 606-4R1 FOR ANCHORAGE UNITS. LINE UPSTREAM MANHOLE OR XHCIP 2'X2' SO. 3 1 SIDE SLOPE OR LESS All channels within Seeded and tined with PLACEMENT TO BE DETERMINED BY THE VILLAGE AT VMICH T14E SERVICE 100' of pipe outlet Erosion Control Blanket See note 2 ENGINEER AND INSTALLED TO THE SATISFACT`ION OF BOX BEAM GUIDE RAIL CONNECTS OR A VENT WLL 6" SOLID CONC. THE VILLAGE ENGINEER PRIOR TO ROAD DEDICATION. BE REQUIRED. BLOCK (TYP.) BROKEN STONE CHECKDAM 18" HIGH SEED MIXTURE FOR SWLES OR PRECAST NOMINAL 3" STONE Apply seed mix at the rate of 5 # per 1000 SF (220#/ac.) 55% KY-31 Tatt Fescue Approved Equal 20% Kentucky Bluegrass Lofts 'Moist/Acid Mix' A 10% Pereniat Ryegrass 17-6" 4" DIP OR XHCIP 5% Clover 5% Redtop ro 5% Poa Trilia(Is FLOW SEED AND STABILIZE AS PER SOIL EROSION AND SEDIMENT NOTES; 1'-6- q. 4" CONC. SLAB CONTROL PLAN (1) Erosion Control Blanket (ECB) shaft be bio-degradable excelsior Type S150 as 6-6-0/8- POST (FILL WITH TYPE 'C" CONC.) TYP. 12" CL. "A" CONIC. manufactured by North American Green, or approved equal, r (2) Design Criteria: ECB lining shall be used for velocities not F17 6" '_- 7 1 exceeding 5.0 fps and or water quality swates not exceeding 10% ., ;.A 4*X4*x316- TUBE co MECH. JOINT (TYP.) slope. L 4. 71 j+r (3) Stone energy clissipator shatt be installed at pipe outlets to _ reduce velocities to less than 5,0 fps, 4"X4"X4" TEE INSTALLATION, SEE SIDE VIEW SEE SIDE MEW (1) Establish water quality swates as soon as possible In the if construction sequence, F�U CHANNEL LINING: LINE WITH BIO-DEGRADABLE (2) Grade swate to tine, grade and cross-section specified. Ad EROSION CONTROL BLANKET WHERE SWALE IS (3) Rake swate smooth and free of irregularities or protrusions ' prior plo seeding, L HOUSEROVER 5% SLOPE OR WITHIN 100OF PIPE OUTLET. (4) Apy seed prior to Installing ECB. L __J SEED AS SPECIFIED (5) ECB shall be Installed according to manufacturer's specifications. PLAN VIEW MAINTENANCE1 N.T.S. WATER'QUALITY SWTVALE (1) Inspect swates after every rain event and repair as needed to maintain function, 71M MILLER ASSOCIATES, INC. N.T.S. (2) Do not mow grassed swates. 15 MAIN STREET 4"X4"x3/16* TUBE LOW FLOW CHANNEL W7-10D COLD SPRING NEW PORK W7-110D 2,Cx2,C W=DO+ (SEE GRADING PLAN FOR LOCATION) 24!x24" DESIGNED BY. X X . ... ........... . LOCK AND PIN IN PLACE It O+ 3 4- 2- HERITAGE (6130-C) METAL HALIDE 175W 3/4- CARRIAGE BOLT 21" x 43" WITH KIHT AMn WA(ZWrO 1"x8" P.T. WOOD CAP 3"x1O" P.T. WOOD RAIL R55 FINISHPLAN ,, GRADE 8" DIAMETER b STONES (25 LBS) 3/4' . 4. 00 4 3/4- CHAMFER Aq A VA. 4' 0 0 SLOPE IN STORM DRAWING SYMBOL WATER TREATMENT AREA SEE PLAN FOR LOCATION 0 W6x15 CORTEN POST DO SECIM NOTES: GUIDEGUIDERAIL DnV BEAM WITH OnCT HOUSE FOUNDATI 01 WA — A - a, LOTS REQUIRING VENT (BASED ON FIN. FLOOR El EV.) 1-6 8-16 37, 48, 54, 55, 56, 62_ 105, 107, 108, 110 122-127 142-146 155, 157, 158 229, 230 234-236, 238 248, 249 180, 181, 189 0 i 1 L- 01-4 66 6=!-41 6!.-& MONUMENT AT 6'-0" O.C. 0-2% sloped shannet Seeded and Mulched 75' o.c. I\ N.T.S. 2. N.Y.S.D.O.T. STANDARD DETAIL FOR BOX BEAM 2-5% sloped channel Seeded and Mulched 35' o,c. GUIDE RAILS. THE LOWEST HOUSE FIXTURE WATER QUALITY SWAIF 2' DEEP, 5-10% sloped channel Seeded and Mulched 15' o, c, 3. N.Y.S.D.O.T. 606.10 FOR BOX BEAM GUIDE RAILING. MUST BE AT AN ELEVATION 4" DIP WIDTH VARIES 4' TO 10' REFER TO PLAN Erosion Control Blanket NOTE: HIGHER THAN THE MAIN 4. N.Y.S.D.O.T. 606-3R4 & 606-4R1 FOR ANCHORAGE UNITS. LINE UPSTREAM MANHOLE OR XHCIP 2'X2' SO. 3 1 SIDE SLOPE OR LESS All channels within Seeded and tined with PLACEMENT TO BE DETERMINED BY THE VILLAGE AT VMICH T14E SERVICE 100' of pipe outlet Erosion Control Blanket See note 2 ENGINEER AND INSTALLED TO THE SATISFACT`ION OF BOX BEAM GUIDE RAIL CONNECTS OR A VENT WLL 6" SOLID CONC. THE VILLAGE ENGINEER PRIOR TO ROAD DEDICATION. BE REQUIRED. BLOCK (TYP.) BROKEN STONE CHECKDAM 18" HIGH SEED MIXTURE FOR SWLES OR PRECAST NOMINAL 3" STONE Apply seed mix at the rate of 5 # per 1000 SF (220#/ac.) 55% KY-31 Tatt Fescue Approved Equal 20% Kentucky Bluegrass Lofts 'Moist/Acid Mix' A 10% Pereniat Ryegrass 17-6" 4" DIP OR XHCIP 5% Clover 5% Redtop ro 5% Poa Trilia(Is FLOW SEED AND STABILIZE AS PER SOIL EROSION AND SEDIMENT NOTES; 1'-6- q. 4" CONC. SLAB CONTROL PLAN (1) Erosion Control Blanket (ECB) shaft be bio-degradable excelsior Type S150 as 6-6-0/8- POST (FILL WITH TYPE 'C" CONC.) TYP. 12" CL. "A" CONIC. manufactured by North American Green, or approved equal, r (2) Design Criteria: ECB lining shall be used for velocities not F17 6" '_- 7 1 exceeding 5.0 fps and or water quality swates not exceeding 10% ., ;.A 4*X4*x316- TUBE co MECH. JOINT (TYP.) slope. L 4. 71 j+r (3) Stone energy clissipator shatt be installed at pipe outlets to _ reduce velocities to less than 5,0 fps, 4"X4"X4" TEE INSTALLATION, SEE SIDE VIEW SEE SIDE MEW (1) Establish water quality swates as soon as possible In the if construction sequence, F�U CHANNEL LINING: LINE WITH BIO-DEGRADABLE (2) Grade swate to tine, grade and cross-section specified. Ad EROSION CONTROL BLANKET WHERE SWALE IS (3) Rake swate smooth and free of irregularities or protrusions ' prior plo seeding, L HOUSEROVER 5% SLOPE OR WITHIN 100OF PIPE OUTLET. (4) Apy seed prior to Installing ECB. L __J SEED AS SPECIFIED (5) ECB shall be Installed according to manufacturer's specifications. PLAN VIEW MAINTENANCE1 N.T.S. WATER'QUALITY SWTVALE (1) Inspect swates after every rain event and repair as needed to maintain function, 71M MILLER ASSOCIATES, INC. N.T.S. (2) Do not mow grassed swates. 15 MAIN STREET 4"X4"x3/16* TUBE LOW FLOW CHANNEL W7-10D COLD SPRING NEW PORK W7-110D 2,Cx2,C W=DO+ (SEE GRADING PLAN FOR LOCATION) 24!x24" DESIGNED BY. X X . ... ........... . LOCK AND PIN IN PLACE It O+ 3 4- 2- HERITAGE (6130-C) METAL HALIDE 175W 3/4- CARRIAGE BOLT 21" x 43" WITH KIHT AMn WA(ZWrO 1"x8" P.T. WOOD CAP 3"x1O" P.T. WOOD RAIL R55 FINISHPLAN ,, GRADE 8" DIAMETER b STONES (25 LBS) 3/4' . 4. 00 4 3/4- CHAMFER Aq A VA. 4' 0 0 SLOPE IN STORM DRAWING SYMBOL WATER TREATMENT AREA SEE PLAN FOR LOCATION 0 W6x15 CORTEN POST DO SECIM DIMENSIONS STONE Lo (FT) IN (F7) 3do (FT) SIZE IN ES -A 15' 17'-6* 'r-6* 6"-80, ES-B 13, 15'_O* 6' 0" 6 - Es-D 81 9, - 3r* 3 ES-E 11, 12'-3" X-9" 6"-e ES-F IS 15!-0" 6'-0" 6*-e ES-G 14' 17'-0" 9,-0' 6*�-8* ES-K 10, 11'4" 4'4" 6o-80 ES-L 14' 16'-0" 6'-0" 60-e ES-M 8. 9'-3* S-9* 6*4 ES-0 11' 12'-3* S-9- r_r