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Rye Brook Estates Plans
VILLAG- E OF RYE �c sD F r - VILLAG- E OF RYE �c sD 1,1 m LOCATION SCALE: I"= 10001 F 1 1,1 m LOCATION SCALE: I"= 10001 LINO B�O0 r G/,uGOLN C_ Z � m ,e yE B4:100AI ES r,9TE'5' ,P/DGE ly PO.erC,�/E57E,P � V11 -Z 9_G E O,c E� y�c g Pp ,y - I rz-•-, I O LAGE �,�pOPTCHESTEP�► U --_------- LOCATION PLAN SCALE: I"=1000 LEGEND EASEMENT A L VRB -VILLAGE OF RYE 13RDOK NYAW-NEW YORK AMERMATERCO. HOA -NOME OWNERS AS506. EASEMENT DESCRIPTION RESERVED N0. PURP05E TO ( EXISTING 12" SEWER WEST. COUNTY _ W.C. TRUNK SEWER 2 25; R.O.W. ACCESS TO 13E ABANDONED 3 20 SEWER. vP,a 4 EX IET.10' DRAINAGE V I2 B 5 20'�VARIES DRAINAGE VR5 G 20' SEWER 7 20' SEWER VR13 8 20' DRAT NAGE V R B 9 EX15T. 12' SEWER TO 13E ABANDONED VRB 10 20 VARIE5-SEWER VtRB It 50'ROW-PARCEL HOA II VRB EMERGENCY ACCESS DRAINAGE � SEWER WATER NYAW 12 20' SEWER VRB ' 13 DRAINAGE VRB WATER. NYAW- --- ---- VRe> 14 50' R.O.W.-EMERG.ACGE55 ACCESS N/F A.NOPDEN N/F W. CARLUCCI 15 170' RGW- ENI ERG. ACGE5S V R B DRAINAGE WATER NYAW ACCESS N/F W CARLUC,C.I IG 50' RGW TO OE ADANDONED VRB -SEI: NOTE - 17 - VARIES -SEWER VRB (NJ F W. CARLUCCI ) I6_ 20' DRAINAGE VRB _ _7� 19 20' WATER 20'iVAR IE5 NYAW VR6 20 DRAINAGE t, aEWER 21 20 SEWER VRI3 - 22 2-O' DRAI NAGE V R B 23 PARCEL HOA i HOA VARIES- IKGRE55re EGRE55 TO LOTS DRAI NAGE � SEWER VRB WATER NYAW 24 DRAINAGE � SEWER VRD WATER NYAW V_ CHAS. H. SELLS, INC. CIVIL ENGINEERS 11 SURVEYORS, BEDFORD HILLS, NEW YORK LLJ .Q Ld Cis Cf) LLJ L=90-67 --_ 7-96.99' NOTES: THE VILLAGE OF RYE BROOK 5HALL. HAVE PERMANENT 8. FOR EXISTCNG EASEMENTS TO BEAT3ANDONED SEE TABLE. 12 KIRBY CO. CIVIL L ENGINEERS � SURVEYORS, OCTOBER 10, 950 1. PREMISES SHOWN HEREON COMPRISES THE LAND DESCRIBED 5. IN DEED FILED (N THE CLERKS OFFICE- DIVISION OF LAND EASEMENTS ALONG DRAINAGE AND SEWER LINES FOR 9 THE 50'ROW EASEMENT TO THE VILLAGE pAE2K,(EASEMENT IN DEE D5 OF WE57GHESTER COUNTY --DIV SON PAGE 2G2, MAINTENANCE A5 GHOWN ON SUBD►VISION MAP 14,15 6 I(D,) SHALL BE KEPT IN PLACE UNTIL SUCH TIME AS 13. 100 YEAR FLOOD BOUNIDARY SHOWN ON 9UBDIV15ION 270 AND RECORDED ON MAY 4,1987• WATER COMPANY 5HALL NAVE A PORTION OF PARCEL G TOGETHER WITH PARCEL A I5 MAP 15 A5 PER "FLOOD INSURANCE RATE MAP"- 5.THE NEW YORK AMERICAN i IN PLACE. TOWN OF RYE, NEW YOR1< DATED SEPTEMBER 28,1979 2. STRUCTURES MAY BE LE OCATD WITHIN E50UNDA.RIES OF PERMANENT EASEMENTS ALONG WATER LINES FOR PREPARED E3Y FEMA AND A5 PER "DRAINAGE INDIVIDUAL LOTS WITHOUT REGARD To /SREA, LOT W►DTH, MAINTENANCE A5 SHOWN ON �UBDIV(SION MAP. 10. PRIOR TO GOMMENGING ANY CON5TRUGTION WORK THE AN4LYa15- RYE BROOK ESTATES" DATED OGT. I�186 AND SETI3AGK LINE REQUIREMENTS OF THE ZONING CONTRACTOR SHALL INSTALL SILT CONTROL DEVICES IN AND RC-V15ED DEG.2�, ►98f'� `� JAN.l9,1�Q,9 PREPARED BY PURSUANT TO VILLAGE LAW 7-738 7. THE COUNTY OF WE5TCHE9TER 5HALL HAVE PERMANENT COMPLIANCE WITH WEST GH ESTER COUNTY STANDARD CHAS. H. SELLS INC,. CONSULTING ENGINEERS. °00'00'E• �5�g�. ORDINANCE EASEMENT5 ALONG SANITARY TRUNK SEWER LIN N.25 AND RE50LUTION OF THE VILLAGE BOARD- SPECIFICATION "13E5T MANAGEMENT PRACTICES \' DATED f9 FOR MAINTENANCE AS SHOWN ON SUBDIVISION MAP MANUAL SERIES:' 3. THE PROPOSED ROADS SHOWN HEREON A5 PARCEL C, I I. ALL SPECIFICATION, MATERIAL � METHOD OF CONSTRUCTION, ,� 472. 15 '1 3970' N 5HALL BE CONVEYED TO THE VILLAGE OF RYE BROOK TO BE IN ACCORDANCE WITH STANDARDS SET FORTH IN �;�� I - FOR PUBLIC USE. N�F L. KIEP �Q LAND SUBDIVISION REGULATION OF THE VILLAGE OF RYE -1 1���'�0 DO"I V X8.32' ';7.72' Cn 1N 123.33 g 25°OD 0D 4L� DROOK, LDGAL LAW 3-8 5 -1995 � AS AM ENDED. � � n CEL. A AND B SHOWN HEREON 5HALL BE CONVEYED \\ - _..---- 4. PAR EASEMENT �� �iz• a=5° It3'12",,-; ROOK FOR PUBLIC USE. \\�` / / 12. °9•C.HOOL DISTRICT LINE SHOWN ON SUBDIVISION MAP AS '� TO THE VILLAGE OF RYE B t0 L=11.97' - � T lGT N0.4 TOWN OF RYE �� � 2 � °m° PARCEL A- PARKLAND, PARCEL B- ROAD WIDENING +\\\ N NO � � / / PER MAP OF SCHOOL 015 R , 4 � A�•.• 3� + 43 22 21 0 9�/ " O 2 N/ F K. WATANA3E - 1 N 0 1 (VILLAGE) nl RNETT ! �. N%F RYE BROOK PARK'(V /F W A N/F T. DONOMOLOop a �oo RD °/+ N� F N. GaLLO° Q ' w m o ti cj' N(F U. PR05ERP10 / z N m P TERSEN CHARNE`( \ O ® 207. J. 5F. o N�F I. E 1 N/F G. MARKELL METAL o� 8° aq�1 a a ,, , OSHEo .�. v� 71$.56' N46 2 EASEMENT 21 INSET 't pR= / 'YS`� 9�.5 ! \ FENCE /88 3.30., 89 s o , 4 ' 31 S. 001. 18' E. ° o EASEMENT 290 00 \ / N ° 9¢ 2 H ,4 yk, 0\�)p��L,� 50 2? �10.2a' N.2(o� 2=00 E 400.510' Xr..,,METAL5HEP \� Ap 9- �gF. Mo ,�°11 1 ;31.41 � rr-ORM PARCEL / 20G¢,------ _ ° 830\0 / 5-?���1 R = 225�On' d' S2° 45, 48., cotJo•PLa EASEMENT --7`-m- ,�� , \,� 4- 9s •,¢:/9, ° U., L' `. L ( POOL AR.=25,9G,S 51' NO• Ifo � oo °p0 �� p 4. �65.0001°0i'�`�l�``Ih� DECK �, Q 0 EASEMENT `� 7 s �52�`-, X56, �o•�p.p0 L-120,43, 3 p AR.= lo.9f8 S.F o �N .430 ���� 1 05 3/ MON GONG. SLAPS D� / L=2 K. 3p"ly - '��/° Opp 5F. �� �:� 2t°° 37 3t L. 2 '`-�6 s�Q HOA 9 MON• �� • ��j' �4 N 46 - O o 3?85 0 d =?3° \ �Q 93. AR -=K X47 5 F ° \� / �`�" 0 E 72 23' O' LS'9�i ACRES N.2 ° 2' D"E. 113.02' lb. ,4� ' /� o'h s 1°t c� 9 0 0o P�� o'h p \\ ti� �: 7 p3' o Q Q d..�`,9/ o� ,\O p' _ p 102 g5 R = 75.0 a h� R- 00' lb o AR .= 7350 S. F. ?Q �� \� oo r)c. �� 0 �� .� ° y.21 f2 Q R Q 28 17 52 �.% = 3b°.2 p'.I p' O • �, • IV ,t9 ° �,� 2 =12 d=24 300 L Lz 704 Doti �� �0 \'�0'pp �° (o23�5F 93 3 �3" �SOp ``\`� 00 '�"/ P `;� L_ 42 4 'oo.0p.� w �° oq\' ��Bao,`b ��o' oo� � 4D0 w �p`��1 A=a9oZ,.2 gSFM� g F. �� �f'.. \C ®, d 4 °.�� / y\° �' = 25'� '�Q �T =lpojp a o 32S 3� ,� cb o m - _ °20 R=2500' b 4 D� /g A. �B °� t 5 �9 V� 21If cs o. ° t\ o q „ v d= 75.42: o / / �` cs� A O p• / p� �° %�0 .,`�, °n 3 �0. ` L = I N. 29° 00' 00" E R = l 5 2 5.00' o L o0" ° ® �,, �o `�-0� _ \,` �! 9 O �\ O F- fi ct Sly �® 85. 59' d= $ 23` 0 -33.03' R= t\ 2 , L -� 09• �a AR.- ID 07 "° Z O� °�o s, 1 3 7�' z 0 5 a 25 0 =102. i 8 ° 407. 0 3 o roo. ,2 �� s pv °.o �� �� �'��� oo pR`(op0 -('�� N. 36°45 0 " 773/` �(, �� `, t 223. (7' I 103° 8 41"� AR -7671 5.F 3 23 `300' o A-14°.35�t a ?9'`� �o F °.� ti11� oa, 0,`l�� ,�. �h v F y- y p��. 0 tr. '/3° 4:3 ° I Y PARCEL 45�3o a O g L- l0 Z• r - `h \ s �` \ o ------w- 5 -- -- - - -- �. pR, o� / oo ti ��°.Op 1(4.11' C Tg�0:00 8.,g0:0D_-W 529° OD!DOW 63.92 W ---- _ W____- d=0. I MON. 19° o A�.-5537S.F 22 c� 21 0 20 m °`'� o ��� �`� `� 7' 4; ° MON. L= 2i ,' -5--(z.= f 475.00 5-- c a'44 0,2:D�, 8(0.47' i ►: 1 g (07 O _ zr !0'30=00' ° ° 8 ' �'' 02' S. ,P. N 5DT d t Bp B.F AR.- 8771 S.F O Q =(o -4000 Z0. A _ 37.92' Q = 3 48' DO" L _ 9Z ° L= l4. _ i 4T ') oo: p ° • AFS' =1057 o yam+% ,° d=0?45''00"; a= o^ 5 '02" L.75.9G R ASCO".�� �'W Soo G59 /�` �`,�\ \ ` 4 h `�° O �Qp Vca' L= 19.31' 23' 2„ L=�o.o2 ' t 4 = 8° z Gam^ 9 66�j r 685 y� �, o i° t L = 00 ti 99 0'00' 87 `� I 2 2`710(' o \�,A4�'� 5 /�D6 ��%� �`' �\, , �% \`h HOA 8 �. %S F. . ,Co ion ' d= 2 a =//9'58 �B'Z E 37 00: p2 �` 0. �'- l5. I' 216.82' o q o 9 = 01 F o O ,. 0.50: o: D E. ° dACRES /S,2 a;' 4� 5�3 0 ®N� 39 38 00" w N.27 00' /1! ° 3 m gsF,o 3% L°21.45' I < EASEMENl 5D 30: - A - AR = 8843 5.F N 18s h'. T = AR. 5932 S.F. R.- 7356 S.F. AIS.= 7425 5.F 3 • N -R 25.00 1.,u ® �uQ` I 2500 N0.21 d _41° 48'00I Fn" HOA 10 o m d 8.T m - , I Q= 1 - 18.2 AR.- 32,218 S.F. P- ti390 oo:0 46'3p: ¢ _' M AW.- 7GS4 5.F �, �9 W /5 00:0 4 EASEMENTo 22' L= 177 52' o t1/. 20 OD� / 6058" z� 7.40' S ��\� yo. �, 0 4 - 7 07' �8' _,, N. 23.(03' 9 88.22' _ . $s� 0 s 26 N0. �� x\00 315 p0 A 3`/° 30'b0° MON 30'00�,,� /�. �� X1.210° OD'OD°E. N33°30'00"E 79.79' � l4 m LAR.=78335.E 4:0° d S00 L= 936 U\\ U O o ' > 56.03' �,za � �p s g, � � .Q \ •R: ;�, o -� 168.01 .0 6 � I 1 L, 50; � - �. 299 - 0 a3 V' EASEMENT 9. ° B 9- s tiPOND A, O W¢ 49' d g/ 0_, n' x,62 00 5'00: Z° [� , V .y � 0 30:ELI o p•Ot)ti !- ® 235 3 "' N0.2 rn 2' l.• or`rn 93 I O I /8, Op' 3 3000., n 4o QIO D� N•\�/ 93• u� _ DG'' q.1,0 5/.qq._n cw/o 00. 1 1 N E. I I 94' = I� 57=3A3.R��J ° W, N 5/0 d `22°43 i3,_ p'�,.13�� 13' �8" m . L,`1°30=00•. X435' $43";�_ s �6 tL L L• ` - C Jtis 6 2 8. O R=25.00' w iR=32 °-35 0 �, of 6693 d 2g°3 . L p d�= T jl 00•� 3 I _. ZIS.F 3 ;d 3599• i�► o • 3.00 ' 83' 2 nn A'. = 79 z3 p . oo.. HOA 6 m a= 132°Q5 22" _5��.12 ;�o�;OD A-23 50 OC L.=135/9, C=20/ o 05=9; Og 12.10 - �-� �8L0/ Q EASEMENT OF o �:2'lDoa° a=64°28 Io" 25 d 31., ° 3o pp„� p0. o D . 2•I %\ d= °0' 3�' S R = 175.00' N.22 29''S� NO. 19 I 0 33 z 179(0' L = 28.13' � o � rY - - / U T d = C __ ___ -w 0,. g.lh 2. 310• M N. 3 �o a 6 • S 3 Q. Q ) Mo o� a AR = 7319 5. F U = Q=48°OG,' 39' / NIpN MEN G L 3�1 `-A . A - L= Ia8.93 Ez- 191 00 5311.1 w w / my ? n1 R y� f°o � ►-_ - =p° A>I p s o D¢ 3/GO !�``-`' 1 m 9151 S. F o ° MON. '+V ° :p0" v4 \ , 359.9 •R, 2 W W-- r I I/3?,?' ,32 gam.- sem_. �, � ri N. 33°30•00E, llT. 1D � Q Xn �' / 5 �1.2°I' 44�3G cr o 8�� �`` .0 3 25.00' FIDA8 I 4' 2 ; !L �_ = o o d. ° ° N , AIS'. =935 1 4 D Cl `� / w 109,30'•OD 2°•1a.0 w �4 F ` 3' 7(0 6.37. _I5'3f+-103.12 5 1 �, %S.F 4;� Op �r L= 12.9 , \ F At2.= 5312 5 o Q�, ti 2598 4_ 9 m 3� `�Pa �0 p 252: oI�'� 0 26 m Z v 5.210 00 o- 5 L d v s- R= 2025.00 ° 0 L=(04.21' A-1 49 0 s- 6' o /�,tZ.=41049 °p 574) �� �� 57.1g o 63 �� C � 0 s ADO o` I AR.- 90 5 21 L'(00.08 A -I T9, 00" o O s, o SF / o "' / ¢9 , o 4 -95215.E 1.= AR. -7¢29 $.� rs� w s D=O.°51'00FAz42''00' 5r °, d°5 05 DO" �8! �, ��\ moo^ (� crj n / = 5.00' `�129;92'..... 19910' 4; °6p �� -d=3'1500" ° o Coo n, 0 ) ' o ; 4R89°43 0(o L' 30.04' �, o m AR -5995 S.F. Ri ° :DO':E ••. _... /V 53° 609> ��' ST37SF s oo d=e°4-0''00" L=9.Da''Isjn' p ��� \ ° ^ 22�� ° 93' / 3 L= 39.19 6 s o co �%�' pl.��:p0 - - --� 30: /o ``�°i9.,b. L.= o N 35 00'.00" 100. N U-1.° o o � __._.• 00.. Do•= O 10 �� •'h y m .o O o E• 59' 7� o �' m 3a0 S.E 62.1 , Ike2.. - /a0/ ^� A(� =10(084 S.F ® o Ngo" , z Q . Vic' S .9 O AR. ° 9123 F. o r m N �°� 29a5.F. c,z' AR.=569 S.F. 598G S.F. a h,�° A �� �0� 9�4� ?�0 a� \ 6- �3 m ° o �" °, ;� s .° o �. �? O 0� ��o o: j J 3 2• N ��.3y ao• ,� ti h 5 / �,�3 N. 38 ° 0 F 42. G2 11 vj o (� o Wim. 422/. NN^ ,,� D o Q. pRy9, o.00; �3 ?? 30 0 �' 3o 4t. EASEMENT �d o0 0 2 znp i�'v J o s: v ld ' 0 31.0 E_MENT i0 42.58' 71.95 •l,ae „ s •� 137 o O DAM 1,115 4.0 ° 114.53:. s a N o - \ 3G' B I� d 27 No•`j?o\ m9� NQ.22 2' 1y.2(0 30 001;• ��_ a i -.. o.o S y 9' 1�� N -r °o Tj� 5 m AR>.- 71043 S.F. �2.2�i'' OA Ss3 °" �' _ '�,. 6-` - t ME o - 11 H % - 30: " 24.69' •'N.5 5 s EASE i�, ch u\ o . ° 30.00-E / AR.= 1%,04-1 5 F °0iv /� b��' ° pp yD.W 500 r4�9' oo:goE • 0 so. 17 2D E' \ - CUt�/ERTS � 'x 2841 2� "� m/ y I' s� -0 :00 E Et6EMENI - 3.123 ACRES P 0 ® „��p 5 y� S.Ib ' 2o.s1, `,��o��e' 2S� I °o/ 142 4'At. AR= 8450 5.F "� °� N.40'00:0D E. 0. - s_ -- / / �... o�,�•�o ., �. v 82.78 100 YR. FLOOD PLAN g 40. • ' �2�' ND• 5 ____ ---- /' _\�✓ � 33.24' 1 ,' \ � � / -� 9•S � � �' -itr 5/.73°0'V--- .. _----- - �� 2� 5 g.iq 31x•00 W �s % \� s EQSEMENT 28.4/. ,P 3 ^�o o BOUNDARY LEGEND 1 545:00 N �,'--_s - z EMENT q - 5 \0 EASEME I 5.� 21'`0 W 1� i.�i3 , ,-(' �\ NO. Ido S45� 50„� 1. %���\99/ �.\�ho EASEME m o / Q 2 I cg �' -� d' °3Q' 299. p2 E�� r .. �tl�.� 0. Iv , 00-4 � n, I \ O. r! ,, O SVT N io.i\os�.��..�.�. = A5 PER F E MA t� ��,,••+\ �° cC> �i9P3 [- _ �0. :. ..r .,C..� CjI'Q o� 1,1.1- \ F W GNRL1jCciIo(y�\ N�. �f 2V,6 .• �. \ °FZpD Njf /54 h• �� ,\h ;� _ EMENT •'� 5• 571 \ s 3 R� v `� °'h 28 .. .. .. .... AS PER G.H.S. tNG- EASEMEN r ,o.. \ _ ' 3 �+u �85.g3 - S �- EA, o ,o i ►J0.3 : N.21°3�0:23,.� _ . .__�--- 231.24. a pp''W /5 E •'' 5' \ .\ ASEMENT S°a o r,- N/F �p� `\� Ak'. = rr \TWfl'4 F rr N0.6 -9 g� •:'`- --_S 199.00 N. 32°30'00"E. 20714' N.25�oi ao"�•lo.00' :'J 5`\�� \0•�� M ANDY �\ X10.17 0 -09 5. N - \ 2(0° 25' 00 E. 0.5 z�'--_ 854 x0.32' : go.68" �_ � ` p"W 1 NI F H. KUL151.1I v s o °�� 39 00:00" N o 1' �' •6 /1.38 ' 25.7 C3. 3794 / - 2 51.or� :, 6.14' 7Z --i3.95 - �, ti� 5 s o 92.92' z - 0.41 s f 172.02: m 71.0' -5. YOUNG ,� o - o I . ° _ •- .. •}• - '° 4:20"� 2.6 8.322 s7 47.34• S 32.02' o� 51.01 .�8 � 5 4--�7-4�'- �.. o N � D � M ^--...-....•.. .•-•. -, N.80 3p:D0�• '� o� o o �. --5 (°4 2 21.45 2 $1 ta'_ _ - - -28- ��....._ .:S.27�3�_23_W 238.14'..... w F G. ROTHEN�`r_RGI_ \ \ � N 32.7 c!- 15z, -20 D I � ffV. 3. Z8 _ _ , r+ ° o I ° I6 N/ 0 o \� • 8'---- �i - 0 3 W N.55 •56 _ . 1p.0 , _ �i.96 0, �, �I a : 72 --• o 3 J !ts t 4 �/ , 0 31.70 � �'•23'•0 E. o. <)�-' .J•.`-'- r N � o - p � Dc' � m� 140,. N o :4 7. rn � 15'2 ° ., i o 4 _ � 3 0 � mop rn o 77.41' 10. •i .� • --4.21' 12.01' \`� .\�\' ��.? � / `� N 2237- C> IN o N - x --- -- -x5.55 5G 04 E' o O - � R = 6871 S.F \ 0, 00 \. z °•23 00"II• - 95.F.� AR. G9 I h AR = 7889 s. F �s. 13 A�.-700 - R.=10,100 5.F. w SOA A � _.--x- 112.00' �' � � I .\���,�,1\. � 7�.7q. � y �� oo� � N N.26° Z5 00"E W Io.00' `� \y1� '9 °4 �'. A , 79.0(' yGRDEN h o� ° oo'\;'�� �; EA$EMEN D ® o /y NSF 5tL'3ER5 s.F _ 72.00 NN N N�F r o tis ° '��h' °���,`R; a. o b h� 66. v, 6- w w AR=8280 ,� N.210°2500E. I'?1.01' ° oo s°o2 ,o. o��� 5° of \ �' 2 Do' a N0.12 D� V �, �� 0.0 c o o �n w o N 5- �N 2(0 25'' 00"E - - Q n��� _ _ d 57 03 X66 O 0 �� o� G R, -10272 S.F. _� -� 7.00' t5 - \ L - 2 8 ° o 0 ��, 5700' 0 5 88.00' ''�� o' EASEMENT 4. 0 u\ N B I m Lu v - 3Z6 oo G NT N.2�° 25 00 E. 112.00' = N.Z(o° 25 00`>✓. X114.00'- z N.10° 25' OD"E. 23.41 I SEMS � p,SEN►ENT-\N NO.14 Z qN U\ �o I�oA 5 I r_ P � 1; =15 00' .� ,� N o o ; IT ER C v'1NTY PSK i �' ES HEALTH = 3430 S.F. N0.2 5 �A NO -7.13 w ," O SET �- �..� ME E R. .r �, N Q o "� m1 � / b tiro , BL I N� C��`� d T►, E EN �4-r,� ALTH SERVIC A , .F. I I - 'EM'E,�IT 4 i N �, L ` 12:,0" , z' d ,;�' �� �; ,�� 1 B�Pp I �-.O! OF V s o ��/ ; �, $ �„� A42. = y, 7 > o aR. 7002 S.F. EAS S 3.35' �'=l5.00' M o ho 0 D'�di i N. Y N. am ............. o 0 0 o COURT IN .�i000 3 °I 05' _ o �"'d°89°2p: a. °.�i�.d�� �� �-- -•...` WHITE P N5, ........ A ® 50" . o - 4-I 9 ; 3 AIZ.-10384 5.F o W T® EFf1Ll..5 750' mom lii.55' 15.oti EMENT W. 1479'_-- .�4.84� �-L:2339 -. -,� qo ,�'��''cP,�ryp'O° `',i' �.� \ �} 5 of the New AR.= 894 S.F. o MoN o 38.00' R=25.00' 269.05' EA5 = e su a MON o `� I I2.D0' 00' N.2(0° 25 00' E. N Ww Nw ,� N0.4 -05 ° Q �a ns of the New �1= 59° 35 13" R= 25. S' 38 4 ¢ 06-`• �` b�°' ° 43 4r ant t0 P N ° = F FiOA 2 W�w��o N 5 .. :.2521 ' S•=12 59' S4 113. Lilt° • are ov d A m ° ISD. OD' - 43 5" AR. 5777 5 .� _�, a - ,,w'•yg 3 \\ ® a ereb aPPg' N York State En' .moo I N N.210' 25 00"E. AR = 2881 5.F. L 26.00' A 87 5 IZ I`= 500.00' 0 0.2 �` ' HOA 3 - 38.28' 176.84 io.o2' = __ _ ----5 S 03 " AR=201(0 S.F. ode and Article 17 o 10 5 N s 87.04 66.42' N. 24°• 15'• 00 E o � � 50.12' x 35430; .• s 4! 8 0 - Yor4c State Sanitary o o s �- o .4- - x - w ----- ---WALL � Prov of th® h .3 a_� 5.25.33•DS"W. 9.11' ----- 5.go' 5.r/"MEN"t s s om vironm®ntal Conserve 'on Law subiect to °o0 3 Tr, 0 2� AR.- t37°� }� A4N �; ________ - 5 2A ®R.t• , EQSE 5.31°°50 §" meet for s1aRfi+urs. B7. �4' N 0.(02' N0.13 S �csued this date. See f,� �' l 119.98 2 7 _ z -w w w W6;, ChWS H. SELLS.1,(/C. THE SU,P/1EYOWS W110 MADE. 711/5 MAP DO /YE,P,E"y C,E,PT/FY TiyAT THE SU�UES-'oN W111C117-1115 IW, 9P 15,045,E0 CURS CD.tO.oLETEO DLC. 77 /9B8 1410 T//AT rIL116 W,9,0 W,6-5 CGNOPLETG70 LIANtl4l? ✓ 20,1989 - mac(.., .�,v LOTS /9F, /9,021) /90-/, /9,5 TOTAL P/,�OR,!5RTY ,4R,4 26. 8// 146RE5 PP�PAE�ED I/AN. 20,1989 CHAS. SEL S,1AIC. A16W S/O,E'i! STATE G/C SED P,eUFEss/Or�lAG E'N6�NEE,E' ONNEEeS , 9PPR0U-G SUED/l//5/ON MAP 61_10W,(t1 FOR F/L /NG /A/ THE SUE 5 TC/ -/E 6TE2 COUNT Y Cl- E.2,Y5' RYE 0A:'001K DB11EL 0,01WE/V7- P,4AT/VE!?S, E3 y. 0R' 779110 !/E/V rJII B 1A/C, R,4R7_NER f7 PARTNE,? �IPP,POt/ED AND SUE3tJECT TO THE ,PESUL UTJOJV Oc- THE k'YE BR00e !//L L A6 E BOA,Pb OF T,pUSTEES DATED FEB,PUA,eY '/4, /989 3Y--- --- - -- MAYo,e WESTCI, "ST,Ee COl,1N7Y DEPA-PT/I 4'_N7OFf,�EAGT1/ WIL11re PLA/.t/S, N. V. FIPP.POUEO 5'U$JECT TO THE P,P0111,510A1 Ovc7PU.BL/C AI`e SUPPC y FAC/L /T/ES .,Wo PUS L /C 5EA1,19GE 0/SPO5,,7Z. *vc11_ /T/ES TU SE,P!/E EACH HAS,/TABLE .EU/LD/N6 NEPEA�'TE,E' COrVST•PUC72F0 TO BE 1A/S7,9LGE0 /N RCCOR.pAA/CE /N1711 /!/IP�PO!/EMEit/T P11 -AXIS ON F/LE 6f//7;171 Tiy/S DE,�T. Art/O PLANS AND SPEC/,�/CAT/ONS OULS/ APP,POt/ED AND /::7,zEO /it/ 711/S OFF/CE PE'/OSP To THE CONST,PUC 7-10 OrV SUC I- T3III-01N6. ANS' EPASUPES, C/1F'�t/,�FS, 9,0D / T/ONS O,E' F>'C TEe,,9T/ONS OF ,,5VV f�/�t/✓, F_ 1lCEPT THE ADD/T/ON OF 6/6WlqT4,II OF" 07.q_, -P App,6'211/N6 f/UTh�O,P/Tf� APUD Th'E DATE THE.PEOF Mf'DE D.(/ /,///S pLA�t/ r9FTE�P 711E ORTE OF' 7R_ 15 APP•PDUAG, Sf/ALG //t/U.9L/DATE TiyE A•�P,POI/.9G . ,I)A,4MENO.ED By: ASS/ST,9NT COrt4i!0/SS/ONEi� DEPT. OF EitlU/E'ONi1�E�t/Tf�G QI�FIG/7 PARCEL B' \\e(L �D SUBDIVISION MAP � OF RYE BROOK ES ES SITUATED IN THE VILLAGE OF RYE BROOK WESTCHESTER COUNTY, NEW YORK SCALE- I"= 50' 0 200 DATE COUNTY BLOCK 6322 - SHEET 68 _.� _ f ' NOTE BRIDGE REPA12 1. THE THICKNESS OF THE BRICK ARCH AS WELL AS THE THICKNESS OF THE STONE PARAPET, WALLS BENEATH THE ROADWAY ARE NOT KNOWN. THE CON- TRACTOR SHALL EXERCISE EXTREME CARE WHEN EXCAVATING DOWN TO THE TOP OF ARCH TO AVOID DAMAGE OF BOTH THE ARCH AND THE STONE PARAPET WALLS. 2. THE DIMENSIONS OF THE EXISTING FOOTINGS ARE NOT KNOWN. IT • IS. ANTICIPATED THAT THE BOTTOM OF THE FOOTINGS ARE LOCATED SEVERAL FEET BENEATH THE STREAM BOTTOM. HOWEVER, SHOULD IT BE DISCOVERED DURING THE COURSE OF EXCAVATION THAT THIS IS NOT THE CASE, THE REQUIRED EXCAVATION FOR THE PLACEMENT OF THE FOOTING PROTECTION SHALL NOT EXCEED THE BOTTOM OF THE EXISTING FOOTING BY MORE THAN 3, . 3. IN ORDER TO PERMIT PLACEMENT OF THE CONCRETE FOOTING PROTECTION IT WILL BE NECESSARY TO CONSTRUCT COFFERDAMS OF EARTH, EARTH -FILLED BAGS, TIMBER OR STEEL SHEETING IN ACCORDANCE WITH SECTION 552 OF THE N.Y.S.D.O.T. STANDARD SPECIFICATIONS AND PROVIDE ADEQUATE DEWATERING DURING THE POURING AND CURING OF THE CONCRETE. 4. THE FACE OF THE EXISTING FOOTING SHALL_ BE FREE OF LOOSE CONCRETE AND THOROUGHLY CLEANED PRIOR TO THE PLACEMENT OF CONCRETE FOR THE FOOTING PROTECTION. 5. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT OR OTHER FOREIGN MATERIAL, OR FROM THE MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS, HE SHALL NOT RETURN DIRECTLY TO A STREAM, OR TO A DITCH IMMEDIATELY FLOWING INTO A STREAM, ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL,OR OTHER IMPURITIES. 6, THE CONTRACTOR IS ALERTED TO THE RULES AND REGULATIONS OF INDUSTRIAL CODE RULE 53, AND IS DIRECTED TO COMPLY. THE CONT:ZACTOR, FOR PUR- POSE OF SAFETY, SHALL NOTIFY THE UTILITY COMPANIES INVOLVED IF ANY OF THEIR UTILITIES ARE EXPOSED AND/OR UNDERMINED DURING THE COURSE OF CONSTRUCTION. 7. CAST -IN-PLACE CONCRETE SHALL ACHIEVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI. BAR REINFORCEMENT SHALL BE ASTM A615 GRADE 60. /40 Ago /70 160 /50 O 3" 10au. 1 ' See No% 2 ,.. 5'xis f, Conc . Foofin9 EMERGENCY ACCESS REPAIR DETAIL I 4- S N = 5. o' 0O!/51e F•PO/V/ 5T� 74 7D �1 q5 TO sTy /07-50 N N 0. ir Proposed Co�crefe 55,5,E /DOTE 4" Crashed ,5fvne °� A t' `6 n �; f'roovsed Concrefc ,See No fe / ' " •- ro Sur1-0. re 9 /r7 Con/act `Uirh f v m v m Concrete To Be Thorough/y 611th A/7 Ocrhecia'Z,00xy o W W Cleaned � Coated 1// 1h 4ox y Adhesiae 6o1d/nq CO., �Oa�d. I . o I U � N V �' ✓ 1 ?' � . 2 f�i9(/EME'NT G,E',gSs ��.9UEL. D�/(/EGf/.45� 4 I �) O PL l�G E -NO W/GU�t3 P,9v�.e �3GUCS /50 SECTION /¢O -- - 0 ~ `mss 'z � • G /30 ` c 'oPIPF ma N, r,5 Orair� Or gewcr-��, Toro OfAOI,=rM01r7 4r Ir1/a Ic rmaI17_ l/re�'er ,Drair� o 0 ( ®'P • Point_ O �CLccrranee /001 /00 / 2 3 4• 5 � COMMON- DRIVE EMERGENCY ACCESS to VI �Zq '�°X0 4 5 8 ��p JG PSI t5 GQ;- L/ Z q, 31 0 v � �D�G NDN t0 Q �9 1-. /C V)4.0 m 10 /9 NP, '5z D 7 77 V) 1 SMP �— 4. o CO!/E,� M//V. , \ i Q1 I p1 Q j , /. 0 `�o C 2 O I72 L. F /. m ( 4 5 �° 55 B' df117/24 F/W,F/N I J V /3 7 L /2/ F sfT ti �/NE /B"C/eGrance 1-(1af /Hain � � 10 ( 106 � D �r 5'eu>er /8"C/ecrar�ce i�f/afermain Oiler • ✓ewer V' ° �� I /I mA Oiler Div ina #e /130 /20 //0 Ll 10117 C/e ror?ce 6Uafer177ai17 ver . , Y L I i ,' sew r or/d D/"Qina e loo ioo /O /3 /¢ /s Ira /T /B /9 eo ESTH CES Rt /L SERV d, 6 .... I (� ► 0 2� 2.0 % A9jZ F; V1 HITE INS, Y ................... . is I TOP OF .0/1 iw QIQ ( cnl D �F i� /; ��0 0 . I �g 7 y4 *Wow Pursuant to Part 5 of the No pU t 2D !'%moa plans are Y of the gsw York State En* \ ( G' O �G York State San C d' Artec9e t 7 ' see �C! L /ne \ !' �. q 1 18 /o ovtseons of #h® psr�ot�c G i �L CIG �I I vi>Ropman#$I Conservat4®t� Law sub{eot to sewer Prod /e - .�-; I� Ate, a �o I , �o I _ 1-4 Mi i � � 'i 8q � �� � � �� � Q t� Cn J � <aew� tkos cletc�. Sea first sheet for side �( ` Q P W N /20 For Crossings \ 2¢i 0 g 3 iP I N ti ao s� � � '�� •• � � ,% ao /20 0 �,. � a' iDRp f/.og'o I mI ��. � • 'J'�,o ,— /8 C/ Ora c� i i � N � � D �� (\j5 � I ° `,� I ` �-ueL Li� er�ci I , w /8 C/e ✓ gee B- /nC Dram Pro11/e _ _ �� ------ - -' o Q► e Q ver $'etve �; �.� i W cr Qin For Se er end !Yo �cr 4� 6�0sP , AG Gni � /80 Z_Fver eaiage CA056hOra�;7a9e 70. //o B GUIfTEPi/IH// />y 4. 0' CdVER 441AI _ I — — m I s ����- Oafc_ �o Go /00 �� 0 I �) 6 5 GF /8 ", C/earar�ce loo SS 5(0, 55 57 o Q � I I i / 2 7 (10117.)Q L IX115 o /2" 419,4/0 '113.064 I s�E /111 Z_11(45 70 50 50 q0 ( '� 90 RYE BROOK E 0 LF A/0lerma&2 Over- ra/nage VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y. 40 80 8o 5 7 !D 2 3 ROAD PROFILES' -¢ <0 8 9 // BRIDCTE PEPAIR DF -TAILS L,0 N G L E ®G E ®RIVE -A HIDDEN h0IVD DRIVE -B Ur,Tf_ :;CA' : HOR IZ.1" _ 50' DRAWING NO. _ 42liprvv(d fay: JAN. 1989 I0� - S-2 = PPEPA.PED B fVERT. I Cf419S .6 CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK /VEN YORH Sr% W -V I ,,q� . 1AIr S71-42. I �q op ro ve- ol 420 3152-771.9 3190. 9277 421 3140.0634. 509 2-7e0.5890 2985,7457 lt- nV E N' V1 R 0 N M -k VJvtY L i�H E,41-11 t"N T 1 i-;" N . - y. . ........... 4 WHITE PLAINS, ....... �ereby approved pursu,,-n+ P Code and Art c4, 17 N-sw n r 0 -4Jaflon Law vjbiec-� 10 r 1, c, r RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y ."e 1el 8 10 Z ......... . CENTERLINE ALIGNMENT DATE !9 8j SCALE Iii50 DRAWING NO. 49C4 74C CHAS. H. SELLS, INC. CONSULTING ENGINEERS RFOFORD HILLS, NEW YORK NEW YOA-W SZ47e �01111111 4 CENTERLINE COORDINATES POINT NO. NORTH EAST 316 3553.4401 2507.7527 317 3591.0909 2428.8162 318 3640.7331 2452.4943 319 3629. 7679 2398. 5984 320744.3812 2375.1580 340 2705.5136 3005.8087 341 2872.6199 3115.6971 342 2791.2726 2932. 9880 343 2846.2700 2908-5016 344 2764. 9226 2725. 7925 345 2956.6866 2782.5956 346 2980.6390 2701.7337 347 3172.4029 2758.5367 348 31'13.9286 2567.2758 343 3203.4928 2539.8933 350 30571.3069 2061.7409 351 3256, 6815 2520. 2709 352 3327.3999 2489.5217 353 3407.1497 2672.9337 354 3416.0658 2473.1325 355 3398.2336 2872.7348 356 3505.6312 2487.4223 357 3451. 9324 2680.0786 358 3C36. 9302 2604.0797 359 3654.0039 2645.6408 360 3931.5005 2531.6425 361 3786.0576 2794.0284 362 3841.9660 2825.0189 363 3114. 7516 4136. 9485 364 4024.4332- 2944.2756 365 3751.5329 3302.0775 366 4134.5354 3065.8380 367 4166.0107 3116.8672 368 4549.0132 2880.6278 3613 4240.2045' 3207.9459 370 4269.8841 3235.9472 371 4132.6358 3381.4220 372 4313,0000 3295.0000 373 4290.1352 3394.0381 374 4143.9797 3360.2955 375 4194.3710 3501.5779 3-76 4142.0376 3520.2223 380. 3020.76653 2628.1284 A.- 381 3078.7697 2656.4185 600 382 3355.5120 85848304 383 3421.0352 2786.0913 384 3493.0388 2806.0597 385 3399. 5054 3143. 3304 386 3671.5065 2923.0682 387 3713.6238 2975. 0789 388 3863.0530 2849.2148 389 3792.5207 3033.9925 390 3735.1215 31712.5758 391 :.3861.0000 3091.0000 392 4058. 4322 2972. 9683 393 4072. 9368 2957. 4141 394 4164.3560 3042.6639 39 5 4254.2734 2955.8316 396 4325-71303 3029.8901 397 4337.7249 2960.4242 398#446.0000 3Q48.0000 417 3126. 1556 3102. 9006 418 32760 6135 3277. 6430 419 3182. 5773 3130. 9290 420 3152-771.9 3190. 9277 421 3140.0634. 509 2-7e0.5890 2985,7457 lt- nV E N' V1 R 0 N M -k VJvtY L i�H E,41-11 t"N T 1 i-;" N . - y. . ........... 4 WHITE PLAINS, ....... �ereby approved pursu,,-n+ P Code and Art c4, 17 N-sw n r 0 -4Jaflon Law vjbiec-� 10 r 1, c, r RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y ."e 1el 8 10 Z ......... . CENTERLINE ALIGNMENT DATE !9 8j SCALE Iii50 DRAWING NO. 49C4 74C CHAS. H. SELLS, INC. CONSULTING ENGINEERS RFOFORD HILLS, NEW YORK NEW YOA-W SZ47e �01111111 4 `,x % b Quie 'OhNo Piark 'Vi 111a�e) N,< 3 t z 0 A 0 51 b V V N ep ... ........ uj iq: Y1% C 'r�- "o w V 40- 0.1 eve 1 '41 � 1- 1 "l I * , . , , 1, ! I I - . 1. � . - . - I . - � . . . .. . . . . . . A!? X f IF 41 l,z J t-1 Nl o), 4 T— N -y it I . .. I I Dur M, z m ORQ 0 el, n j IN A 111-311 ko % INNI X lop, Ic + 0 j + g, Ali 4 1\1b + N + 7 + + + -Z V ly, + N ee, + --P3� + qc w 4: It t + 3y +% + 4% Z, % 1.7� I l- "'t, : � ", - .-I. 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Z . . ... . f 1(6 60 J, U p v 74cr�qp I'm - .15-1 71 . ... ... .......... . mood.... 1�) AF �x v + + ..... .. ... 41 V + +1 + z I ILI 7s$ . . . ......... + t -�S 4' 70, + +% 4A 41XVj4,,--- �-v N 7 + . . .... -7.7 �F + + T w 146 j- ... .......... . .. J� 7+ g ;4 . ...... + "< �, 4r & . . ..... oy. t 4, A + + --1------ �i- -/ J. i+ Z?r A X _4 % 4 1 P- — + + + + + + is A,' Jp +i + 9-i 'Np t7g, 'ri + `N1 8 + K; 4, 0 4�;,.�F t I f`l.il y Tf C 7' /K 111i' V 4 4L sti + 'S 4 7 A Ail, A + + 44. DP 940 -7 + + 4 4 5. `4 f P + & + oc/rh \, c>1 . . . 'r `� ; + 0�7 y 67'017C le I , +,�Al, /'l 11 V 4 f + +/ + 4� At p, '1�4 N-- + 0 /cc-, Vlq /f/eu/ Spillway -00� 4- 71 V + 0 q, -41 -4- % .�v k Ar YL�6 jj 7- J, p j, .. ........ + 7— q �Z: T +i 7-1 N -Of �1 DEPAKI h A v Sri cou . Tvj S CE5 + S'T Uri A .......... . ...... + 71- z ENVIP 4TAL HE L + e:-+ NTY V .0itle, "J"e, 7, NMEt A7 LAINS. N T 7, < rsuan.,t 7; rov to P- 7` 13 p 1 1-- / - � + - -1 - - I - I 'l -i- . . ! - 7eSeWcr,-� l=-151— ,/ -4 ,/.. L - �Ah. �a4Qe 5 'y IAI "J" x + lip Ywk sil-, ----------- .14MA: St + 'to pro . ... .. .... "N' A., � %� fo f T je sod A M New `X�N u 11of the, rt 5 of 14 )6 re + ij y + ... .......... th M ................. ate 1,:s visions a w ...... tZ X r �I conS4 & + 2 sublect, s, r v T-1 mal+ rv, shoe m s-. q i, t, w ZIF"' + Y,1 1 11, r + 7177 * -ll k d z + ... ..... . .... 31 + IA A Z/ V r tttS,"z i W V �vl el Z>. t). -P, 7L + �n -N. + 1% V, + +: N X 2 Q FE u u ti, I M N -------------- lk + + 77 it , I - - Z A + + 4 .. .... ...... r ....... 51 4.6 t w w + ......... . . lb, wt ;d� 41 41.2dVIX ... ...... ... .... r %-y +. ........ . + C.4 777= 0 +/ + A '1P A NZ, �e I + + -ZE + -X J� + ij ',\ e+ " e "Y' m + N gr 4 + 'Fit 4 -3 --------- + TI-�< . ..... piI 4 v A + %+- Or A t, 2P A '14 + P + I IT' .1 � I i I : t + H4, ��tv A�,y + ++ :A7, + S, + + X C:-- .......... IE + 7 S 7 k 4 z , qmm.- ........ .. 5", -01- 4 ------ ------ - --------- ------ ---- --- + . ........ .. 4� I - , , ": --x �.. � -1 �: . .................... + �'K -zz, A 2 �"M 0 4� ............. 74 4- 4�1 z �, —J4, -t [*,q , " 1, 1 vp u rn I � w, �4 .. ........ - --- - --- .. ...... ... ...... ..... ------- . . . . . . . N --- - - - -------- .. . .......... WC3 -r.-- A", eV 4 6 p -4 E --k N 2. P. -j �3 X w 1-7 V 51 12.. j - A all . . . .. ...... ... t to 3� --4: 1$v Ic y - - -4 \ j L �J .D '7j A- j 25 --J RYE BROOK'ESTATES Y. l,,- C -44-- V A VILLAGE OF RYE BROOK WESTCHESTER COUNTY N.Y. Z INAGEv 'SEWER Oft Q DRA' 4 a bt tn"liv, ,, "ll ., Z , " e, And As" tc�"'?;nzo 11d*t J4,2A, I? ROY 6! 4, Ili,2 1-27 Mee /9A-1745,eA��Ik�l WV�,�Fe C0M,0.,9A1Y -1� P,4,'c,oarcc( By: ?Orlesslo)VJ5�e Owner Ala,v 0 r eclvl�5reol par, /W AND WATER PLAN DATE SOALE Ibo DRAWING NO. -5 ,00 �c JAN. 1989 S CHAS., W�'SELLS, INC. CONSULTING ENGINEERS REDFORD HILLS, NEW YONX mm VIIIIIII )50 140 130 � j flo 2c3 90 NO 2 N3 m A15 N6 N LINE SEWER 3? - m 0 6 0/0 0 0 vo cl. 130 �Ii L (30 0, GF /22 2� 0 "/o 160 lAo J'pr. 19,0 77 L Ix 50 &) �o so P/;Oc �% ho r dyer SelVel- /50 '70 17CC 70 4.001, PI;Pe *7C 4 - F 140 P/pc 47chol 60 1136-1 MARITAX 130 ONV190NMENTAL'HEALTH .1 9 Shit 110ES . ...... all Y. ..................... j Eris t /z" cor�c.l �'i�c. WH ITF PL^lms. f the Nov, ed pursuant to Part -!�L no OV -. - -- -St -U - ombv-*-w- ojk Wtw A Po New d Ar+"c'e 120YerkState Sanitary Code rovislons .6h® pomol Aronmel Conservation Law subiect to P Ma laue'd this date. See first sheet for s:lqpa+ur8- LLINE K LINE SEWER ' )Omll6eo119,arII17 110 A&V r RYE BROOK ESTAT ES 45 11V -CHESTER COUNTY, N. Y. V!L F RYE BROOK WESI E' 100 IRAHN SEWER, &6W Yds l, WATER PROFILE 5 11 A % L t S 6 9D 0020 -0 L31 JAN. R89 /V/o N8 N11 l 42" w1lage E17qirlccr CHAS. H. E L CONSULTING ENGIKc'FRS BEDFORD HILLS, NEW YORK 00 74(:f Z COM)101,9AI Y yolel4l: mn MIN I I I MENEM Bosom MENEM GENERAL NOTES W SANITARY SEWERS STRUCTURE LINE DESIGNATION CENTERLINE ROADWAY Rim INVERT NO & MANHOLE STATION STATION & OFFSET ELEVATION IN OUT SS -1 K 2+02 A 2+64 RT. 20.' 97.0 89.0 SS -2 K 1+35 A 3+18 LT. 20,' 9.1.-5 80.96 SS -3 K 0+75 70.0 65.96 SS -4 K 0+20 64.0 59.08 W.C.TRUNK M. H. *210--- SS -5 K 0+00 = L 0+00 56.35 55.81 EXIST 66.5 5996-11-56.49 DROP M.H. SS -6 L-0+42 EXIST SS -7 L 1 +22 A 5+50 LT. 16' 90.5 82.41 82.26 SS -8 L 2+62- A 6+82 LT. .16. 103.0 95.71 DROP M.H. SS -9 L 3+62 A17+70 RT. .17' 1111.5 105.00 97.71 SS -10 L 5+24 A 9+32 RT. 20. 128.0 121.20 SS -11 L 6+24 A-10+40 RT. X16' 138.5 131,20 SS -12 R 0+00 L 7+29 A11+50 RT. X18,' 148.5 139.60 139.45 SS -13 L,7+84 hl 2+ 10 R T,,. 18,' 149.0 143.72 SS -14 All +50 LT. 16, 149.0 142.60 SS -1,15 R 1+00 .149.0 143.02 SS 16 R 1+12 149.6 144.88 ..,EXIST SS -17 0 0+82 B 1+82 96.51 90.11 B 4+54 ,116.5 .107.98 DROP M.H. SS -18 Q 3+54 SS -119 Q 5+35 B 6+35 '119.0 113.3 W.C.TRUNK M 0+00 EXIST. 93.5 90.42 89.38 M.H. -*214---SS-20 EXIST SS -21 M 0+47 97.0 93.83 9.1.55 SS -22- M 1+73 B .10+66 RT. 7.1 .108.5 99.5 99.35 SS -23 M 3+13 B 9+25 RT. 20:' 108.0 110:1.6 SS -24 M 4+03 B 8+40 RT. 16 114.5 107.0 106.85 SS -25 M 4+43 B 8+18 LT. 16' 116.3 109.4 DROP M.H. SS -26 M 4+63 B 8+18 LT. 36 122.0 118.0 113.4 DROP M.H. SS -27 M 5+88 A 15+55 RT. 19' 133.0 130.5 SS -28 M 7+51 A 17+18 RT. 16.1 145.5- .139.52 SS -29 - A .14+36 RT. 20,1 144.5 135.48 SS -30 ELIMINATED SS -31 ELIMINATED SS -32 ELIMINATED SS -33 ELIMINATED ;SS -34 ELIMINATED I NOTE: SEE RIM ELEVATION DETAIL (DWG S-8.0 SANITARY SEWERS GENERAL NOTES STORM DRAINS ALL SANITARY SEWER PIPE SHALL BE 8 INCH DUCTILE IRON 1. ALL SPECIFICATIONS, MATERIALS AND METHODS OF CONSTRUCTION SHALL BE STRUCTURE CENTERLINE ROADWAY Rim INVERT OUT PLAN. No. & TYPE STATION & OFFSET ELEVATION* IN DR I - C.B . C' 3+50 RT.121 170.60 166 .5 DR 2 - C.B. C 2+75 LT. 121 .164.28 160.0 DR 3 - C.B. C '1+90 LT. 121 156.12 152.0 DR 4 - C.13 . C 1+38 RT. 121 .152.72 148.5 DR 5 - C.B. A 18+25 LT. 121 .150.78 .146.5 DR- 6 - C.B . A -16+60 LT. 12-1 141.43 137.4 DR 7 - Doi. A 15+72 LT. -121 138.85 -134.5 -131.0 DR 8 - C.B. A 16+19 RT. 12" 139.59 134.0 DR 9 - C.B A 15+63 RT.121 138.88 130.5 DR .10 - M.H. SEE CONST. PLANAPROFILE 130.0 125.0 DR 1.1 - C.B. B 8+47 LT. 121 114.09 1110.0 DR 12 - C.B. B 8+47 RT. .123 .114.09 105.0 .DR 13 - H.W. SEE CONSTRUCTION PLAN - 87.5 DR .14 - D. k B 9+95 LT. .12.' .107.09 103.0 DR 15 - C.13 B 9+95 RT. .121 .107.09 102.8 DR 16 - C.B. B-10+74 RT. 47.5.6 1106.04 102.0 DR 17 - H.W. SEE CONSTRUCTION PLAN - 90.0 DR 18 - C.B. A 21+80 LT. 12.1 148.36 144.0 DR .19 - C.B. A 21+80 RT. 12.1 148.36 143.5 OR 20 - C.B. COMMON -1+46 LT. ,12,'1#3.46 139.6 DR 21 - C.B. COMMON 1+46 LT. 17.8 143.72 .139.5 DR 22 - C.B. COMMON 3-�60 LT. 9,' 122.64 119.3 DR 23 - C.B. COMMON 2+60 RT. 9.1 134.63 127.0 DR 24 - C.B. COMMON 3+60 RT. 9.1 122.64 ..119.0 DR 25 - D.I. SEE CONSTRUCTION PLAN 112.0 "108.0 (W/O CURB BOX) CEMENT MORTAR LINING) ANSI/AWWA CIII/A21.11 (PUSH ON JOINTS) 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS AREENCOUNTERED, DR 26 ELIMINATED - DR 27 - H.W. SEE CONSTRUCTION PLAN - 104.0 DR 28 - C.B. WILTON ROAD 153.0 150.5 DR 29 - C.B. A 11+35 LT. -12.' 146.66 -140.2 DR 30 - C.B. A 9+94 RT.,121 133.85 127.8 DR 31 - C.B. A 9+94 LT. 12,1 133.85 12.7.6 DR 32 - C.B. A 7+38 RT. .12,1 108.25 99.5 DR 33 - M.Ha- B 1 +30 LT. 25,1 96.0 90.0(24") 84.6(3d 86.0(15") 84.030") DR 34 - C.B. A 7+57 LT. 12,1 110.15 100.0 DR 3J - C.B. A 6+50 RT. .121 11119.45 95.5 DR 36 -t.B. B 4+10 RT. 121 114.10 110.0 DR 37 - C.B. B 4+10 LT. -12�' 114.10 .106.5 DR 38 - C.B.B 1+82 LT. 12' 96.44 93.5 88.7 DR 39 - C.B. B -1+93 RT. 12.1 97.32 94.2 89.0 DR 40 - C.B. A 5+37 RT.,12.' 89.16 81.5 DR 40A- C.B. A 5+37 LT.,12,' 89.16 82.0 DR 41 - M.H. A 5+37 'RT. 221 89.5 81.0 DR 42 - C.B. EXISTING N. RIDGE ST. 1108.9.- ~ 104.5 DR 43 - C B . A 1+45 RT. 12.' 105.16 99.0 DR 44 - C.B. A 2+35 LT..12.' 99.22 89.5 DR 45 --C.B. A 2+95 RT. .12' 93.35 89.0 DR 46 - C.B. A 4+42 LT..12,' 86.15 78.5 DR 47 - C.B. A 4+42 RT.12' 86.15 78.0 DR 48 - M.H. SEE CONSTRUCTION PLAN 100.0 85.8 DR 49 - M.H. A 4+55 RT, 20;1 87.0 77.0 DR 50 - H.W. SEE CONSTRUCTION PLAN 64.0 DR 51 - C.B. D 0+57 LT. 12' 111 .5 103.86 DR 52 - C.B. SEE CONSTRUCTION PLAN 109.2. 105.3 (EAST) DR 53 - C.B. D 1+70 LT. 12' 110.05 '91.11, 102.36 DR 54 - C. B.' SEE CONSTRUCTION PLAN 102.5 (SOUTH) 98.25 NOTE: SEE RIM ELEVATION DETAIL (DWG S-8.0 BLOW OFFS' .1. ALL SUBGRADE SHALL BE APPROVED BY THE SUPERINTENDENT OF PUBLIC . HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM 1 1 NCH COPPER FROM BLDG TO 6 WORKS PRIOR TO PLACING ANY BASE COURSE MATERIAL. PROP LINE AWWA SPEC I F I CAI I ON 7,S -CR, TYPE K. WAI ER COMPANY W I LL PLACE 2. ALL PAVEMENT 11EM NUMBERS REFER TO NEW YORK STATE DEPARIMENI OF CONNECT I ON TO PROPERLY L I NE. ALL CONNECTIONS AS PER WATER COMPANY SPECS. SEE DETAIL I RANSPORI Al I ON STANDARD SPEC I F I CAT I ON I TEMa NOS.. 7. TESTING AND DISINFECTING OF WATER MA I NS SHALL CONFORM 10 THE AWA STANDARD C651-66 EXCEPT FOR SEC. 5-1 FOR DISINFECTING WATER MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF VAIER COLLECTED FROMI IIIE NEW DISTRIBUTION MAINS, AFIER-DIS.INFECIION AND BEFORE ]HE USE OF THE MAINS, SHALL BE SUBMITTED -10 ]HE WEST CHESTER COUNTY DEPARTMENT OF HEALTH. A PRESSURE AND LEAKAGE TEST SHALL BE PAI DE I N ACCORDANCE - W I I H SEC] I ON 13 HYDROSTAT I C .1 EST ." C600 OF I HE AWWA SPEC IF I CAI ION, SEE NO] E X15. ALL -LEES, BENDS AND HYDRANT ASSEMBLIES SHALL EITHER BE BLOCKED WITH CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER CGMPANY. IHRUISI BLOCKS SHALL BE 3,000 PSI CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION AND CONFLICT WITH SAN IIARY SEWERS SHALL BE AS PER DETAIL A. - 10. ALL I ESTS SHALL BE PERFORMED BY I HE WAI ER COMPANY, ALL CONSIRUCI ION SHALL BE CERN I F I ED AND APPROVED BY THE WAI ER COMPANY. -STER COUNTY WARPAENT C WES I OF ENVIROt4MENTAL. HEALTH� SpVICES '11W. I 119 WHITE PLAINS, N.Y................-......-... ..._-4....... . .... :� pursuant to Part 6 of the Nqv� thg,s,e plan s are hereby approved Law suect o New F Ofk Stat® ED' yark State sanitary Code and Article 17 ofto4jsjoRs of tf+s peymlt* AronmentAl Cons"vattotn sheet fobrisqrtafupe- �t.rRr� this date. See firs PrC100rCO' A3 Y: RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. Nek' W YOR571-975 41C,5A16eD 1cle01c2F5:510N&1_ AMEEe TABLES AND NOTES NO. r DATL 5-7 CALL DRAWING c01VR,41vYWZ%4 7-6 voyor CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK Pew 5ecl ,�w 1!999 - )OC411,5<rd 9,or 17, /989 fie,115,s0 Mar 5.,A89 I SANITARY SEWERS GENERAL NOTES 1. ALL SANITARY SEWER PIPE SHALL BE 8 INCH DUCTILE IRON 1. ALL SPECIFICATIONS, MATERIALS AND METHODS OF CONSTRUCTION SHALL BE PIPE (DIP) CLASS 50 IN ACCORDANCE WITH ANSI A 21.51 AND AS SHOWN ON IN ACCORDANCE WITH ]HE STANDARDS SET FORTH IN THE LAND SUBDIVISION PLAN. REGULAI IONS OF I HE V I LLAGE OF RYE BROOK -X1985 AND AS AMENDED. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK 2. ALL VATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN STANDARDS AND SPECIFICATIONS. ACCORDANCE WITH THE NEW YORK MIERICAN WATER COMPANY SPECIFICATIONS AND REQUIREMENTS. 3. MINIMUM COVER FOR SANITARY SEWER LINES SHALL BE 4'-0" THE COVER MAY BE REDUCED WITH THE APPROVAL OF THE VILLAGE ENGINEER UPON 3. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES WHETHER FEDERAL. JUSTIFICATION. STATE, COUNTY OR LOCAL AND THE STRICTEST CODE -SHALL APPLY. 4. LEAKAGE ALLOWANCE SHALL BE A MAXIMUM OF 1 -00 PER 24 HOURS .4 . EROSION AND SEDIMENTATION CONTROL WORK SHALL BE IMPLEMENTED DURING -GALLONS PER INCH DIAMETER OF PIPE PER MILE OF PIPE FOR GRAV ITY SEWERS. CONSTRUCTION ACCORDING TO WESICHESlER COUNTY BEST MANAGEMENT PRACTICES MANUAL OR CONSTRUCTION RELATED ACT IV II IES AND SHALL 5. 1 NF I LTRAI I ON AND EXFILTRATION TESTS SHALL BE CONDUCTED IN COMMENCE AT THE SlARI;CF THE PROJECT. ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE WESTCHESTER 5, ALL LOTS SHALL HAVE LATERAL CONNECT I ONS W I I H THE MA I NS TO THE COUNTY DEPARTMENT OF HEALTH AND THE VILLAGE, OF RYE BROOK. PROPERTY LINE FOR SEWERS, WATER AND GAS BEFORE PAVEMENT IS PLACED. 6. SANITARY MANHOLES SHALL BE PRE -CAST CONCRETE IN ACCORDANCE WITH THE 6. UPON COMPLETION I ON OF ALL THE WORK, I NCLUD I NIS PUBLIC UT ILII IES, THE CONSTRUCTION DETAILS AND COMPLY WITH ASTM C478. CMNER SHALL SUBM I I .AS-BUILT"DRAWINGS- "1OTHEI(A&.N ENGINEER, FOR 7. ALL INDIV IDUAL HOUSE CONNECTIONS SHALL BEA MINIMUM OF 4 INCH I HE � V I LLAGE CLERK'S RECORD. . "AS BUILT DRAWIN6S" MUST BE ON TRACING DIAMETER ON A 2% GRADE AND 6 INCH DIAMETER ON -A 1% GRADE. CLOTH OR REPRODUCIBLE MYLAR, WITH ALL REQUIREMENIS AS- SET FORTH BY CLEANOUlSSHALL BE USED AT CHANGES IN GRADE OR ALIGNMENTS. THE VILLAGE ENGINEER. 8. ALL I TESTS SHALL BE PERFORMED BY A LICENSED PROFESSIONAL -ENGINEER. 7. THE VILLAGE ENGINEER OR THE SUPERINTENDENT OF PUBLIC WORKS IS ALL CON5TRUCTION SHALL BE CERTIFIED AND APPROVED BY A N.Y.S.P.E. AUTHORIZED TO MAKE ANY REASONABLE CHANGES TO IMPROVEMENTS SHOWN ON RETAINED BY THE CONTRACTOR. OR NOT SHOWN ON CONTRACT DRAW. I NGS TO MEET F I ELD CONDITIONS. THE I DEVELOPER SHALL PROVIDE, INSTALL AND PAY FOR ANY CHANGES OR 9. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED TO THE VILLAGEENGR., ADDITIONS MADE TO IMPRGVFIIENI -S WITH THE SUBDIVISION. WESTCHESTER COUNTY DEPT OF HEALTH, AND ENVIRONMENTAL FACILITIES. 8. ALL R I M ELEVAI I ONS FOR MANHOLES, CATCH BASINS, DROP I NLEI S, EIC. 10. 'ALL BUILDING CONNECTION SEWERS SHALL BE EXTENDED 2' BEYOND THE MUST BE VERIFIED AND ADJUSTED 10 MEET F I ELD CONI3 I I I ONS. PROPERTY LINE OF EACH LOT BEFORE PAVEMENT CONSTRUCT I.ON. 9. ALL PRIVATE UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLEVISION, ETC.) SHALL BE PLACED UNDERGROUND. PLANS FOR THE INSTALLATION OF THE UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. -10. THE CONTRACTOR SHALL VERIFY ]HE SIZE, LOCATION, DEPTH AND INVERTS OF ALL EXISTING Ul ILII IES PRIOR TO COMMENCING HIS OPERA] ION. .11. THE CONTRACTOR SI ALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR 10 SIART OF HIS OPERATION AND SHALL COMPLY WITH ALL THE LAIESI INDUSTRIAL CODE RULE 53 REGULATIONS. STORM DRAINS ,71. SIOW4 DRAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED. THE SIZE AND GAGES AS FOLLOWS: 12 INCH TO 30 INCH DIAMETER -t16 GAGE 60 INCH (SEE CULVERT DRAWING) 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2'-0". 3. CATCH BASIN SHALL BE PRE -CAST OR SOLID 8 INCH CONCRETE BLOCK ON WATER MAINS CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE INACCORDANCE WITH THE VILLAGE OF RYE 1. ALL SPECIFICATIONS, MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK AMERICAN WATER WORKS REQUIREMENT 'S. BROOK STANDARDS AND SPEIFICATION AND AS SHOV200N PLANS. I 5. UNDERDRAINS SHALL BE 6" DIA. PERFORATED CORRUGATED STEEL PIPE OR 2. FOR INFORMATION ONLY, THE WATER MAINS SHALL BE 8 INCH DUCT I LE I RON P I PE (D I P) CEME'T L I NED, CLASS 50 WITH PUSH ON JOINTS AND EQUAL., SHALL CONFORM TO ANSI/AWWA C151 A21.51 (PIPE). ANSI/AWWA C104/A21.4 (DOUBLE THICKNESS CEMENT MORTAR LINING) ANSI/AWWA CIII/A21.11 (PUSH ON JOINTS) 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS AREENCOUNTERED, 3� THE TYPE OF HYDRANT r GATE VALVES, VALVE BOXES, CORPORA] ION STOPS, f� i UNDERDRAINS SHALL BE INSTALLED BEHIND THE CURB AS SHOWN ON TYPICAL CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY ]HE WATER SECTION OR AS ORDERED BY THE VILLAGE ENGINEER. COMPANY' 4. THE WRIER MAINS SHALL HAVE A MINIMUM COVER OF 41-O'ho 5. HYDRANT DRAINS OR WEEPS SHALL BE PLUGGED -IF GROUND WAIER.IS WITHIN, 7 FEET OF FINISHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUST BE PUMPED DRY AFTER USE DURING FREEZING WEATHER WHERE HYDRANT DRAINS ARE NGT PLUGGED. A GRAVEL PIOCKEI OR DRY � WELL SHALL BE PROVIDED IF ]HE NATURAL SOILS WILL NOT PROVIDE ADEQUATE DRAINAGE. HYDRANT DRAINS SHALL NOT BE CONNECTED 10 OR LOCATED WITHIN 10 FEE] OF SANITARY SEVERS OR STORM DRAINS. ]HE SAME,CRIlERIA APPLIES 10 BLOW OFFS' .1. ALL SUBGRADE SHALL BE APPROVED BY THE SUPERINTENDENT OF PUBLIC . HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM 1 1 NCH COPPER FROM BLDG TO 6 WORKS PRIOR TO PLACING ANY BASE COURSE MATERIAL. PROP LINE AWWA SPEC I F I CAI I ON 7,S -CR, TYPE K. WAI ER COMPANY W I LL PLACE 2. ALL PAVEMENT 11EM NUMBERS REFER TO NEW YORK STATE DEPARIMENI OF CONNECT I ON TO PROPERLY L I NE. ALL CONNECTIONS AS PER WATER COMPANY SPECS. SEE DETAIL I RANSPORI Al I ON STANDARD SPEC I F I CAT I ON I TEMa NOS.. 7. TESTING AND DISINFECTING OF WATER MA I NS SHALL CONFORM 10 THE AWA STANDARD C651-66 EXCEPT FOR SEC. 5-1 FOR DISINFECTING WATER MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF VAIER COLLECTED FROMI IIIE NEW DISTRIBUTION MAINS, AFIER-DIS.INFECIION AND BEFORE ]HE USE OF THE MAINS, SHALL BE SUBMITTED -10 ]HE WEST CHESTER COUNTY DEPARTMENT OF HEALTH. A PRESSURE AND LEAKAGE TEST SHALL BE PAI DE I N ACCORDANCE - W I I H SEC] I ON 13 HYDROSTAT I C .1 EST ." C600 OF I HE AWWA SPEC IF I CAI ION, SEE NO] E X15. ALL -LEES, BENDS AND HYDRANT ASSEMBLIES SHALL EITHER BE BLOCKED WITH CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER CGMPANY. IHRUISI BLOCKS SHALL BE 3,000 PSI CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION AND CONFLICT WITH SAN IIARY SEWERS SHALL BE AS PER DETAIL A. - 10. ALL I ESTS SHALL BE PERFORMED BY I HE WAI ER COMPANY, ALL CONSIRUCI ION SHALL BE CERN I F I ED AND APPROVED BY THE WAI ER COMPANY. -STER COUNTY WARPAENT C WES I OF ENVIROt4MENTAL. HEALTH� SpVICES '11W. I 119 WHITE PLAINS, N.Y................-......-... ..._-4....... . .... :� pursuant to Part 6 of the Nqv� thg,s,e plan s are hereby approved Law suect o New F Ofk Stat® ED' yark State sanitary Code and Article 17 ofto4jsjoRs of tf+s peymlt* AronmentAl Cons"vattotn sheet fobrisqrtafupe- �t.rRr� this date. See firs PrC100rCO' A3 Y: RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. Nek' W YOR571-975 41C,5A16eD 1cle01c2F5:510N&1_ AMEEe TABLES AND NOTES NO. r DATL 5-7 CALL DRAWING c01VR,41vYWZ%4 7-6 voyor CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK Pew 5ecl ,�w 1!999 - )OC411,5<rd 9,or 17, /989 fie,115,s0 Mar 5.,A89 I I � L= FULL LENGTH SEWER 18"MN. WATER MAIN -Z. L =FULL L/2 L/2 CRbSSINGS-SEWER OVER WATER L/2 L/2 L=FULL L.ENGTH WATER MAIN r WATER MAIN 18'IMIN. SEWER MIR SEWER I L= FULL LENGTH I- L/2 L/2 CROSSINGS -WATER OVER SEWER WATER MAIN 1 0 M I N. SEWER PARALLEL INSTALLATION NOTE: IF DURING CONSTRUCTION IT IS FOUND THAT THE REQUIRED SEPARATION OF WATER MAINS, SANITARY SEWERS, STORM SEWERS AND BUILDING SEWERS CANNOT BE MET,THE DEVELOPER OR HIS AUTHORIZED RF-PRES94TATIVE OBTAIN WRITTEN APPROVAL FOR EACH CASE FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH BEFORE INSTALLING THE WATERMAIN. 101-0' —,I- PLAN PLAN. _2_]450 \H C 450MIN. D B te B lu L 450 MIN. 4 "0 50 MIN. SECTION SECTION I SEMEN Emomm MOEN man -MIN mono BEENE mommm mBOONE BOONE ommom I 4D !G G PLAN SECTION SEMEN Emomm MOEN man -MIN mono 4D !G G PLAN SECTION TEE END NOTES ALL CONCRETE SHALL BE 2500 PSI (MIN.) ALL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH; HORIZONTAL BEND MINIMUM BEARING AREA SHALL BE 4 SO. FT. ALL DIMENSIONS SHOWN ARE MINIMUM ALL BOLTS,- SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE THRUST BLOCK DETAILS L-LEMISTIR Or PIPE INT OF Pll`&�- 0AIER MAIN I -Z;4 C014CRETE ENCA�EVLNT CONMECTIOR BYWATER CO. fOR C.�.p ow - �Ez ROTE Z VARIEb LENGTIA VAPLIA16LE VE I" PVC f 2 At :z WMER MAIN GRAVE -:z =2 CURD BOX CUR.13 0TOP COPPER WATER OEXV�U I"DA WAI 6 R rYPE K - MA90F IN U!�A MAig CORPORATION 6rop CR^ED OrQKF- beWwG 12" CLEAR, TO DE U�?EV TO �)UP?ORT COPPER PIPE 44 TPJI!NC,R kPE�, Z 04 MRcj. Ekl?�) kWKEP 6 LOOPEP OYU MNP v,7 WAIEk WAN WATEF MP9 POTTOM Or TREXC4 Z 44 W-�, OXE rACR 51PE M114 LNGTH ZV -(LAC)49 W CONC. L THE LENGIP & W19TH OF THE CONC. DUCK COM13INU WITR THE MIN. PtPTH OF Z. NALL DE �7UFFICIEk- rD UWE A MIN. VOLUME Of CONC. Wj IMPICATEP 09 THE PW4 DETAIL OF CONCRETE ANCHOR. N. T. Co. A CIJW__'_DVCOmC- ::F -G' MIN. TY?- 7- z'mlxJYP G' MIN. TYP. LA PLAN SECTION A -A DETAIL OF THRUST DISTRIB.UTION BLOCK !�STEEL 2 THICK STEEL STRA'P ANCHOR 4 (2" WIDE) SOLT NU T - 6 0 _4 2r Iry SECTION BELL THICK STEEL STRAP PIPE 4 (2"WIDE) BOL I .I. STEEL ANCHOR 2 - . I . P :> BOLTS WITH NUTS 3000 La CONCRET UNDISTURBED GROUND ------ PIPE 0 D 1'_0 NOTE ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. SLOPE$ 20 TO 35% NOT OVER 36' CENTER TO CENTER SLOPES 35 TO 50 %, NOT OVER 24' CENTER TO CENTER C� loce �n-1 K- �OC.TCD � . ' ��Co T * I EXISTING OR PROPOSED FINISHED GRADEth, 51 SHAFT '4 VALVE BOX COVER ADJUSTABLE VIf L.21 CAST IRON z OR PLASTIC VALVE BOX SUPPORT BOX WITH MORTAR MINIMUM OF THREE OF 'x, (3)COURSES BRICK '00 CONCRETE BEARING COMPACTED* BACKFILL PAD TO BE USED TONATURAL VALVE SIZE + 12 WITH AC OR PVC GROUND PIPE. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE VALVE z X CD CURB VALVE BOX COVER 0 U < W &TAMPED BACKFILL VALVE BOX INSTALLED >_ IN ACCORDANCE WITH SPECIFICATIONS cc WATER MAIN GATE Cr I CU. YD. No. 9 VALVE W GRAVEL 0 z < 2: a) < EXISTING GROUND Im 0 CL COMPACTED BACKFILL _000 N CONCRETE ENCASEMENT TRANSMISSION MA!N 3'- 0 M I N. AS 5HOWN FOR SEWER o ' A TYPICAL PRGFILE WATERLINE COMPACTED BACKFILL STREAM BOTTOM WITH APPROVED MATERIAL CONCRETE ENCASEMENT W CL ANY EXCAVAT-JON BEYOND AS SHOWN 6 THE LIMITS SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR EXPENSE 6 0. D. PI PE 6' I TYPICAL SECTION NOTE: MINIMUM ENCASEMENT LIMITS -ARE SHOWN ON THE DRAWINGS. THE ACTUA LIMITS SHALL BE DETERMINE� AT THE TIME OF CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL BE FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. STREAM CROSSING F1 17 /5/7, e Cl 7 (;� NU It: CURP VIUP �, LORVUKAI ]ON 5TOP AS REQUIRED BY WATER V. L FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST COMPANY SPECIFICATIONS LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY : L5:� D/�7.- ENGINEER ua�� rA DETAIL A CONCRETE NOTE: DETAIL OF WATER BEARING PAD ANCHOR MTAIL OR ANCHOR CONCRETEA SERVICE CONNECTION CONCRETE BLOCKING IF THRUST BLOCK IF NON -PRESSURE CAST IRON,VETRIFIED TILE OR ASBESTOS CEMENT SEWER PIPE THRUST BLOCK REQUIRED PASSES BE4ATH A WATER MAIN WITH A VERTICLE SEPARATION[S) OF LESS THAN W, T 6). 18' OR WHEN IT PASSES ABOVE THE WATER MAIN.THEN THE SEWER PIPE MUST BE INSTALLFD AS POtLOWS:- 1. SANITARY SEWERS: HYDRANT DETAILS A) THREE LENGTHS OF EITHER CAST IRON OR PVC -PRESSURE PIPE MUST BE USED. THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EQUIDISTANT FROM THE WATER MAINASEE DETAIL) B) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN THE SAME MANNER PAvrmr#ro,? NIP,012- I I I AS REQUIRED FOR WATER MAINS. GROUND SlAqFAC /91/45 7 1 1 1 1 2. STORM SEWERS: -A) WHERE CSP CORRUGATED STEEL PIPE IS USED.NEOPRENE JOINT GASKETS SHALL BE INSTALLED ON ALL JOINTS WITHIN 10' EACH SIDE OF THE WATER MAIN SEZECr WELL -GRADED snEcr WELL -GRADED IR I CROSSING.AND THE PIPE SHALL BE ENCASED IN CONCRETE FOR A DISTANCE 7AAIPE'D 46ACKFILL 4 eel 7AUPED 6ACKFILL 02"LIFTS MAX.) (12"LIFTS MAX.) P, 23 NOT LESS THAN 10' EACH SIDE OF THE CROSSING.THE ENCASEMENT SHALL EX- 2'0 Class ?so H,714 .5*/�7/ llql- SIDES OF rRENCH Q TEND TO 6' OUTSIDE OF PIPE. 21 Q1 12 B) WHERE RCP -REINFORCED CONCRETE PIPE IS USED,THREE LENGTHS OF CONCRETE 1 12 MA Y 6E SLDPED TO (R.C.P.P.)PRESSURE PIPE WITH THE MIDDLE LENGTH COVERED OVER THE 0 PEWAfITTED C I -e W Q4 CROSSING SHALL BE INSTALLED. SOIL, tc� -BLOW OFF 3. GENERAL: ROCA WHENEVER SANITARY OR STORM SEWER LINES ARE LESS THAN 10' HORIZONTAL- ller�7 403. 17�01 Y��m R!x IZ) X ? LY FROM AN EXISTING OR PROPOSED WATER MAIN OR WHENEVER THE WATER '4// 112 I'VY-4141 '4,51017 Cal7e 9117,:71el- Cal-11ge N, MAIN CROSSES DRAINAGE OR SEWER LINE AND THE VERTICLE CLEARANCE 15 F-- UNTY GERAKI OF I-NVIRONMENTAL H IN: LESS THAN 18*.SEPARATE APPROVAL OF *WESTCHESTER COATY HEALTH DEPT.* m ulsicn EALTH 5�,R 4 ......... % .... .... JUN. 1 4 198g 4.1� MA IN IS REQUIRED. A107E.- WHITE PLAINS. N. Y . .................. ................ 4. BEDDING AND SETTLEMENT: 141eSt 6o. ol- �111�?ge e C WA T, ER.. IN PIPE AT CROSSINGS.ALL PIPES SHALL BE PROPERLY BEDDED AND -SUPPORTED TO 1�lale,,-1�71 11<5M L-30-4 0a lki + C7 C 0 May RequIre 1 �9 rh,,?;ze plans are hereby approved pursuan! o Part 5 of �t 400 NO ROCK TO PROJECT .3 INSURE THAT THERE WILL BE NO SETTLEMENT AROUND THE PIPES.UNLESS Al- lilre�a ts Use cW 4 OTHERWISE ORDERED -BY THE TOWN ENGINEER.THE TRENCHES WILL BE BACK- lo f N sw York S;a s I , C-1 Y<�_rk Sf ate Sanitary Code and Art icle 17 o vaflon Law subject to provisioris oi f ad CA -P, Wzl;x/� 4//47/- WITHIN THESE LINES FILLED WITH GRANULAR MATERIAL TO 1.0' ABOVE THE UPPER PIPE AND TO HAND TRIMMED 7., Aronmental Conser (�Cllmll?ale 7'Rf'NcH 6orTom A MINIMUM DISTANCE OF 10.0' EACH SIDE OF THE CROSSING.THIS-MATERIAL SHALL BE COMPACTED SO THAT NO SETTLEMENT SHALL OCCUR. Gq.411EL OR .-CRLISHEO STa,VE 9,0,.,57C141 IY072: 41-1 FOLINDATION MATERIAL IN W171-1 N -f,41 kc,571R,,�' 41Wi�RICWN 410r,6WCO IN EARTH IN ROCK SEWER -WATER CROSSING'DETAILS WATER MAIN PAVEMENT REPLACEMENT OF UTILITY CROSSINGS Y: C/W5. 515z z SP RYE BROOr\ ESTATES —VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y Ale W YOel<' 5 T19 T,5 IC4FA16eo IcIR01c, DETAILb Aloprolled by.- /5P,01 OLI,!�- 6/ 8�1: T RAWING NO- C'A L L D JAN. 20, 1(391) A�3 5HO'xk) N Vill -2C rHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK A/ V. 417,IeI10017 Y442A�o /Wa �'O/ ."I SEMEN Emomm man -MIN TEE END NOTES ALL CONCRETE SHALL BE 2500 PSI (MIN.) ALL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH; HORIZONTAL BEND MINIMUM BEARING AREA SHALL BE 4 SO. FT. ALL DIMENSIONS SHOWN ARE MINIMUM ALL BOLTS,- SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE THRUST BLOCK DETAILS L-LEMISTIR Or PIPE INT OF Pll`&�- 0AIER MAIN I -Z;4 C014CRETE ENCA�EVLNT CONMECTIOR BYWATER CO. fOR C.�.p ow - �Ez ROTE Z VARIEb LENGTIA VAPLIA16LE VE I" PVC f 2 At :z WMER MAIN GRAVE -:z =2 CURD BOX CUR.13 0TOP COPPER WATER OEXV�U I"DA WAI 6 R rYPE K - MA90F IN U!�A MAig CORPORATION 6rop CR^ED OrQKF- beWwG 12" CLEAR, TO DE U�?EV TO �)UP?ORT COPPER PIPE 44 TPJI!NC,R kPE�, Z 04 MRcj. Ekl?�) kWKEP 6 LOOPEP OYU MNP v,7 WAIEk WAN WATEF MP9 POTTOM Or TREXC4 Z 44 W-�, OXE rACR 51PE M114 LNGTH ZV -(LAC)49 W CONC. L THE LENGIP & W19TH OF THE CONC. DUCK COM13INU WITR THE MIN. PtPTH OF Z. NALL DE �7UFFICIEk- rD UWE A MIN. VOLUME Of CONC. Wj IMPICATEP 09 THE PW4 DETAIL OF CONCRETE ANCHOR. N. T. Co. A CIJW__'_DVCOmC- ::F -G' MIN. TY?- 7- z'mlxJYP G' MIN. TYP. LA PLAN SECTION A -A DETAIL OF THRUST DISTRIB.UTION BLOCK !�STEEL 2 THICK STEEL STRA'P ANCHOR 4 (2" WIDE) SOLT NU T - 6 0 _4 2r Iry SECTION BELL THICK STEEL STRAP PIPE 4 (2"WIDE) BOL I .I. STEEL ANCHOR 2 - . I . P :> BOLTS WITH NUTS 3000 La CONCRET UNDISTURBED GROUND ------ PIPE 0 D 1'_0 NOTE ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. SLOPE$ 20 TO 35% NOT OVER 36' CENTER TO CENTER SLOPES 35 TO 50 %, NOT OVER 24' CENTER TO CENTER C� loce �n-1 K- �OC.TCD � . ' ��Co T * I EXISTING OR PROPOSED FINISHED GRADEth, 51 SHAFT '4 VALVE BOX COVER ADJUSTABLE VIf L.21 CAST IRON z OR PLASTIC VALVE BOX SUPPORT BOX WITH MORTAR MINIMUM OF THREE OF 'x, (3)COURSES BRICK '00 CONCRETE BEARING COMPACTED* BACKFILL PAD TO BE USED TONATURAL VALVE SIZE + 12 WITH AC OR PVC GROUND PIPE. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE VALVE z X CD CURB VALVE BOX COVER 0 U < W &TAMPED BACKFILL VALVE BOX INSTALLED >_ IN ACCORDANCE WITH SPECIFICATIONS cc WATER MAIN GATE Cr I CU. YD. No. 9 VALVE W GRAVEL 0 z < 2: a) < EXISTING GROUND Im 0 CL COMPACTED BACKFILL _000 N CONCRETE ENCASEMENT TRANSMISSION MA!N 3'- 0 M I N. AS 5HOWN FOR SEWER o ' A TYPICAL PRGFILE WATERLINE COMPACTED BACKFILL STREAM BOTTOM WITH APPROVED MATERIAL CONCRETE ENCASEMENT W CL ANY EXCAVAT-JON BEYOND AS SHOWN 6 THE LIMITS SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR EXPENSE 6 0. D. PI PE 6' I TYPICAL SECTION NOTE: MINIMUM ENCASEMENT LIMITS -ARE SHOWN ON THE DRAWINGS. THE ACTUA LIMITS SHALL BE DETERMINE� AT THE TIME OF CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL BE FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. STREAM CROSSING F1 17 /5/7, e Cl 7 (;� NU It: CURP VIUP �, LORVUKAI ]ON 5TOP AS REQUIRED BY WATER V. L FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST COMPANY SPECIFICATIONS LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED BY : L5:� D/�7.- ENGINEER ua�� rA DETAIL A CONCRETE NOTE: DETAIL OF WATER BEARING PAD ANCHOR MTAIL OR ANCHOR CONCRETEA SERVICE CONNECTION CONCRETE BLOCKING IF THRUST BLOCK IF NON -PRESSURE CAST IRON,VETRIFIED TILE OR ASBESTOS CEMENT SEWER PIPE THRUST BLOCK REQUIRED PASSES BE4ATH A WATER MAIN WITH A VERTICLE SEPARATION[S) OF LESS THAN W, T 6). 18' OR WHEN IT PASSES ABOVE THE WATER MAIN.THEN THE SEWER PIPE MUST BE INSTALLFD AS POtLOWS:- 1. SANITARY SEWERS: HYDRANT DETAILS A) THREE LENGTHS OF EITHER CAST IRON OR PVC -PRESSURE PIPE MUST BE USED. THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EQUIDISTANT FROM THE WATER MAINASEE DETAIL) B) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN THE SAME MANNER PAvrmr#ro,? NIP,012- I I I AS REQUIRED FOR WATER MAINS. GROUND SlAqFAC /91/45 7 1 1 1 1 2. STORM SEWERS: -A) WHERE CSP CORRUGATED STEEL PIPE IS USED.NEOPRENE JOINT GASKETS SHALL BE INSTALLED ON ALL JOINTS WITHIN 10' EACH SIDE OF THE WATER MAIN SEZECr WELL -GRADED snEcr WELL -GRADED IR I CROSSING.AND THE PIPE SHALL BE ENCASED IN CONCRETE FOR A DISTANCE 7AAIPE'D 46ACKFILL 4 eel 7AUPED 6ACKFILL 02"LIFTS MAX.) (12"LIFTS MAX.) P, 23 NOT LESS THAN 10' EACH SIDE OF THE CROSSING.THE ENCASEMENT SHALL EX- 2'0 Class ?so H,714 .5*/�7/ llql- SIDES OF rRENCH Q TEND TO 6' OUTSIDE OF PIPE. 21 Q1 12 B) WHERE RCP -REINFORCED CONCRETE PIPE IS USED,THREE LENGTHS OF CONCRETE 1 12 MA Y 6E SLDPED TO (R.C.P.P.)PRESSURE PIPE WITH THE MIDDLE LENGTH COVERED OVER THE 0 PEWAfITTED C I -e W Q4 CROSSING SHALL BE INSTALLED. SOIL, tc� -BLOW OFF 3. GENERAL: ROCA WHENEVER SANITARY OR STORM SEWER LINES ARE LESS THAN 10' HORIZONTAL- ller�7 403. 17�01 Y��m R!x IZ) X ? LY FROM AN EXISTING OR PROPOSED WATER MAIN OR WHENEVER THE WATER '4// 112 I'VY-4141 '4,51017 Cal7e 9117,:71el- Cal-11ge N, MAIN CROSSES DRAINAGE OR SEWER LINE AND THE VERTICLE CLEARANCE 15 F-- UNTY GERAKI OF I-NVIRONMENTAL H IN: LESS THAN 18*.SEPARATE APPROVAL OF *WESTCHESTER COATY HEALTH DEPT.* m ulsicn EALTH 5�,R 4 ......... % .... .... JUN. 1 4 198g 4.1� MA IN IS REQUIRED. A107E.- WHITE PLAINS. N. Y . .................. ................ 4. BEDDING AND SETTLEMENT: 141eSt 6o. ol- �111�?ge e C WA T, ER.. IN PIPE AT CROSSINGS.ALL PIPES SHALL BE PROPERLY BEDDED AND -SUPPORTED TO 1�lale,,-1�71 11<5M L-30-4 0a lki + C7 C 0 May RequIre 1 �9 rh,,?;ze plans are hereby approved pursuan! o Part 5 of �t 400 NO ROCK TO PROJECT .3 INSURE THAT THERE WILL BE NO SETTLEMENT AROUND THE PIPES.UNLESS Al- lilre�a ts Use cW 4 OTHERWISE ORDERED -BY THE TOWN ENGINEER.THE TRENCHES WILL BE BACK- lo f N sw York S;a s I , C-1 Y<�_rk Sf ate Sanitary Code and Art icle 17 o vaflon Law subject to provisioris oi f ad CA -P, Wzl;x/� 4//47/- WITHIN THESE LINES FILLED WITH GRANULAR MATERIAL TO 1.0' ABOVE THE UPPER PIPE AND TO HAND TRIMMED 7., Aronmental Conser (�Cllmll?ale 7'Rf'NcH 6orTom A MINIMUM DISTANCE OF 10.0' EACH SIDE OF THE CROSSING.THIS-MATERIAL SHALL BE COMPACTED SO THAT NO SETTLEMENT SHALL OCCUR. 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I �, " . , , , T-1 , , �_ "' � I - �p�-__- -e - 6.tVkVflt P,tlA�-, 6AF-erU,� kY 7) 1 � �, I - � _& � I e- __ � Pj',� ,141� p _� �� --- - _::e. __ , I I 1% - � ! 'Ile I I . 1 &-7 1 - - - I /. 11 ,.-,/ 0 � - ____� k \ A . . I , - FNIVO Am lt�vei,' 4; *` * "" . . , ow- I . )0�, -,-' �, " i \ .4 1�' \, -1 i �, �e I,. __..000", . 1. . _.,_....,. �_ - 1�_._ , I - - 1� -1 " I __ _ ', . � -,� >-. '��< I , - 1, , I " . J k ,� , ., _-��, ,--� _- O� � I � � . 0 __ I I il I , RYBDROOX �-�, ) / ,, . I > I 11 11, ."', I �. I � I _w - __ 4 I" il., v -Ile , I I __ __ ,!",�- . . � , � � - - � I i��.%6 .. I __ * Plant Lint ,j�,' O -C'.11 � 41 . I ,�,,� j� __.." -- �, ,;I,, .�� — ------ - � 1* 'i.� _1 ,��. , , . ---W' ,fb- ,,� , , : I . . .- - . '. 4.1, k,X _X . . - - - - �s�l � / " I ,U � . � ., - . �,-_ - � - _ - � � , 1�� M-.* _ ------.—.---- ____ .___�__ �-----_ December 21, 1988 1 1 " . I � . . � ; I , I I , . . I . � . .d _—PA115 f � I . . I ., _ , . . � I I I � , , . " .. � 4 , I I I .� — . � ; _�� " / , 1. t :I _�A I D*- pa, . V q%, pror-aq ! — . COMMON j . , A , 1�! � KEY . � BOTANICAL I � . ..- . . " , I V � �t I I \1"11* I . . �4 mllw�� - SIZE I OTY K A 1� I k __------�T_-E& , I . .. . . I 1 .1 I , . i. . � Shade Trees . . . I ., . I �a -7 . I N`tf �,W.WJD VV,�- 0 UAIU(01k, fl�-� / /..�, V. 4n, Irm - _� . . . . �_��I_ , I � . #; *. . � . . . . I i I I . . � � . I - . - P., _ . ; . I '. . .e,3, . . , � . i . 3" @ 121-14 - 3 - . . I . . i . 0 , :1 1, � - ;� �;�- I . . - . � 4 �. @ 141-16 - 4 - : . , . "I .! � I I . . I I . � . � � To be selectedfrom the followingr . �� .1 . I � j I . . I � I . I RD f��Plubwt) Filirv- me�fj(�IV,01) ,�ff-6wa), 11 - I I . Pao AAV - 0 , RYBUROOR ESTATE - - . . . � . ,P/, MW, '6'�V,p .1 AR I .. . . I Price's Grove I I i � lfluwt & 41, DII-ep 11 . L* I .,/ , . Acer rubru. . Red Maple I �', . I 07� Xlki�ft & 1121, P15t_r FM Fraxinus pennsylvania Marshall seedless Ash I . I I � ... I . . % (; I I . , . . .. . T Gleditsia triancanthos . December2l, 1988 I /_ _PW 1(_011- 6;NL6r1_ 10 X0 kv?qvp- Ij 1. I — ., � 11 " Olt C�7�. 7V MD JVW�b- - '\ P var. Iner.is Thornless Common Honeylocust . 1� . .. t -,. A . . � 1. . 11 . I . I A Pl:tan cerifoli. -London Planetre. - I - 1. ?�_ . ... � . , . \ R Qu rcus u a . R__ I :],If 9� . Q Us Lra Shade Trees � 1; I � -,-'4- - - . r I � I -91 II-- I - � �t I . ., 11 1. . . . � , Red Oak � I e . . I I 'It . .. � ,;,ii I .1. . .1 I . . 3: @@ 2:,14: 4 . I I W___1 AwfT� , I _� . . . \ , Evergreen Trees . 4 JI4 6 3 1 - : . -7 DIV It- I I PXP- Flkl� T/Wtv, ffl)` (W A;0/1- ,.� . Aflxp wim � 6� 0�1 �1111 ,,,F 01Y111\6'rov 1. I I N '. U":S-Ojk -J� ttyo, a" 0--y&.0 \, I I I I 1; . I---- I . �_� . __ - " . I 11 - rN2--11ki�zf,0- 7-0 ,�:Iflhv,ve- fixr P avrl `- , 5 - 6 : 22 To be chosen from the following: I . . . . �.j �� I /P � - --�-- . _6 - .. ,' � � I I . /P/XCP P1177t 4- pe,o or 0-4< -0 --I . 111111 , . cvaqqii,, ,q , 476 . - 1* I _. !t . . - 8. 2 r . I ,� t � I = I-; AR I Acer ubrum Red Mapl I I . It F0__r1VZ510_ 7v,�_rIIA14�1`IT6 fizT- 19Vf10111X,X_ /// owylv^-ro xm ,�- Pun, fl�rrtqf t2�'VAC2�,�I,�� . a 10, a - I � I . . - � 11 111,g I ,I -_ , - : I 10 - 121 2 1 . s e _ p - - i . 1� III - IN 11 FN Fraxinus pennsylvania Marball Seedless Ash I I - I - AY , , � . � i M 'Y: MAII X'��'fi-0 , . GT Gleditsia triancanthos � - I a-AY41077014 WITIt �z M0,11 Ff6f , �� I I . . ! � . , � � -Wftu- pwf�v Mq 66M 1_�Olt_ 60-fivaj f , I - - � — . To be selected from the following: var.inermis I Thornless Commonfloneylocust i I . . - /' 1. � I . I .. . ; . . PA Platanus x. Icerifolia London Planetree , . PS Pinus strobus QR Que I � . . . . . . ! PM Pseudotsuga .eneseii White Pine . . " __ "I ,r.cus, rdbra Red Oak I - . I � I - -[ Ir' 6 C- /� /-A /V r //V �- )9 C' 7' /" I'/- IV. 7"---. I � P Douglas Fir . � . : . I . I . - -1:2 �-- I � . . 11 I . - ��_ ,� ,:�-�,r,� 7, 5F_ � I. A Picea shies 'Norway Spruce . . "'. i . � -", - �_____________ � 1. � ., ! : . . " - r -V e. III - . . . . ,i:� I � I � I � ! I I ;�� _r,�, _,�, 0 3, / � %, 6,9.6 0 �/ 7 �- � if i� 101,,A,.I� T'l ,V &. Iv.Te;, TC Tanga candensis Hemlock � I . . - Evergreen Trees . . � 1 7-5 . I I i 1. I � . .. 1. ; Ornamental Trees . - . - � 7 - 8' 4 1 . "I - /-" 4& - � � . . . . I - � . ; � lc_- # � 8 10, 1. i t I I ., . ; . - I I __ .., . � - I 4 . -1 . To be selected from the fol o.in : I . .- I : I ! ( I—- � I._ - I J� � . I . � - 6 - 71 3 To be chosen from the following: . . . � : . ___ I �. 11 . I .. AC Amelandchier c nadensis Be viceb _� . i 11.1 ." , . I - I �. � CP Cornea f Whi Pine - � I . 11 . � � CK Cornus kousa Ko a Do ood PM Pseud tosuga Dougl s Fir 1 41 i . I . / �_ " �' ". " , " 3 . M loridaa . Fl erin Dogwood smene.eii tea . I I PS Pinue strobe " , 1� I � __ , � -, __ . .. ., �� . . � 0 � . . ,_ , 11 . . . . ___ 4 , ,Z,.,.—f�r)'o e?" "A16-,- , 7 �� Of S Malus species Fl Crabapple I PA Picea abies Norway Spruce .. : � I- . ,,, . � 'I 11 \ ", "'. - " , of�6141k� PC �yrus calleryana TC .Tsuga candensis Eastern Hemlock � i 1 _..7 1 � ��7 ) _\ � � - - i e . .1 �� - , _ Mj1jj',1t /A�-- ft, /,Y- /."fiy . . Bradford- Bra ford allery Pear � . I . ,��) I 1 . _ ; / 1�?5 - _f �f� � -!It- , I� /. ::�, - : � � . i .��Zz., .� 1� I ', . ,�, I V�l . !�,,r t�w All�ropl,Aj_ Low Flowering Shrubs I Ornamental Trees I � . � I � . .�, . ,. . � . i � �. .1, _. � . — .. ! . . I - - -__ . � 1, ___��_ I ,. -")I _�_, . , I To be selected from the follo ing: . White Birch 8 - 10' 6 . — I 011� t � : . 1� �, �_ � � I �- ,_ . — 4ml- ,,,,�&Vz IV rvo V� �1. I BA Betula alba 30 - 12' 6 1 I � I I - - 11 - I I ;f!�-.O' � , . . CA Cotoneaster apiculata 1 12 - 14 4 1 SN 18 - 24- 12 ; .1 A ' 1 ,7 (! /P--) %, . Cran erry otoneaster I I . Spiraea nipponica Sno ound pi rea . . . . ,�' 77 � . . 211� ;?q . f ` . 1. " !I . � SP Spires froebelli Spir Fro belli 18- 24 - 39 "I � . ,0 - . I ;a, �� I i 1111 - Groundcovers 18 - 24- 56 Ev rgreen Shrubs . � - . ILI It- = tt� I . . . -e I0 .4 -1 j- ' � I /C !�_& I _ - 6�� w/f, &-a ffi�, 10V s � . . T - I . I I I RH Rhododendron sp. Rhododendron 18 : 24' 4 1 ( � . "��_ - - .. = I - - &6Frju- N Y4177t HH Hedera helix Engli�h lvy 255 s .f . 24 30" 5 I 11, 7r, ,,, . . I , , .. �_ 'TIA6'14,,,r� fW &Ovl,�f 114 60 W,V 1 30 _ 36" 4 . ; . . I -;,, _ - I -I 16. - Tall Flowering Shrubs I I . I I I . . 1 ! . I . I \ I I , _.i 1111!� ff� 104 . . .1 i\ i 1. Corn nifera Red Oz er D wood Groundcover I � .11 . i , . I � I CS us stole - - : I . I � . PC us i.us . 1, n e 3 - 4- 6 1 . , . I � .i : AmP ffl"A" Alp r& 112U_P�e 61VIND Philadelph coroner M c or 9 ; I .- -7 . I j; SP Persia Lil . : I V7-� \ T !I I . Syringa ppersica HH Hedera helix English Ivy 300 ..f. ; � I �, . I � eMp6L)p60 elfrAUWt,4�Z"'7HI4�-ATI-1601-" q,7KO I VD Viburnum dentatum Arroww d Vla�ur.u. I - - I . . - . / . . ��,�; 63-10 -1 � � - kl,Ff) . . � . - Low Evergreen Shrubs �. I 41 I I I 1 -74- - ! . - i ; ,� i i L.- . / I .1. ,��& /0, -1Z \ . . . I ,-,-) 1� /- OIL" IP � /,� Iq T 0 & ,0 6 r ^ I �- N-r`�, I 41 * ICH ileix crenata 'Hellgril Helier olly I 18 - 24- 21 L, /4� K, F, . : . . I ". , _71 ICS Ilex crenata Iste' . . - I ic ed' Japan'es 24 - 30- 18 � - i . 1 7 ��- - ! . i IZ-1.4 '. . Juniperis chinens is . i i I I 1 , `�. �_ i I . I I . - I . 'PfitxL14an. Co. - I - � . . 'sargent pact, compact fitzdr Ju. iper 18 - 24 I - .24 , l . . 1,, � . . is Juniper I s, Sargent- J.ni pf r 18 - 24 82 � . I - . . I . )", k RO 1.1hododendon obtusum Delaware whit- Azalea 24' 34 ' . . . � � I . .. I - . Red Nino z let., I � : , . . I . a l: - 2 4 : 19 I � � " Coral Be Aza le - 24 20 . � I L1 IT OF GROVE: . . 11 . . I I . I i . � RH � hoddendron sp. �hododen on 140 - 4-,. 2 , I .. � k ! I I . . " 2 - 3o 4 1 � , . I . . . . I I �' . . I . I � . . . I I 16� . , i . . \ , I . I I I � - I . : . . . 30 - 3� 4 1 � . . . I I � ,� 1 I � - " � I 'i . il I � - . . I I 1. . . I . . � " 1 3 4 2 1 � .a - , I � I M (-7_,P�, . . '� .,�* " � *. � � I _ I � .- . - . I . " I . . Annuals . I 1-1 1�, , 665 ..f. . I I -A �-' ), . . I. I � 11 -1-11. .. � - " I I 1. �_, . I I ,� . I I . __,_Ir� /I / ?-: _/ (_ i , I I __ - I I - I ,Iztt , . / __ ,_ I I � .1 � - I I . . 1. " . . � . � I e------ --- - - 11, I - � � I . I � 11 �216� IL,-,, - ?1_1�11 / . I— 1. ,, I I I— . _1 *I-V / ,_.. . .. , I 2 I �� �_,._ I I - I � I I . / � I � .. � - . . .�, "'� I . i 1) . I- - . " � --_,. 1 . I- I I , 11 -I ". ') . I I . -All . , _-, . " I 1 -341, 1 - - . I � . /I/,, "'. . . - ,� . I - :-, �. � , � � I - .). � ,,�--e � , I I . . . 7�. . I/ . 2�t ?X ___ � � , , / Y - I � I 1, , , � . . , � .. - -1 ..�_ _.� 11. I 1, -I' --------,. . ,�. I / , . .;. I - - I I , _-, 11 / I \ � I . . I i 11 1 7-�� .` ." . -1-75�-,F 14H � . ,-. // I- "./ / I/ \\ : -1 - - . . . .1, _�_ I I! I 1. 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I I I ,,� I , I o ; �__ � I I I 1. I ,�,.� �- .111.1 _"_�'..�,__. I . 1. 11 I .�,,� THE BRICKMAN GROUP LTD. I I I I I I I . I I .11 I � .1 11 � , � ��_ � 1 I I I I � � I'll, . I I . I ; I � \ � . � I __� - , � I I I .1. I . I - I p I 1 2.. � � All �pla-ntih � �' b'e,d�s. shal-l1be mulched 211 -deep with shred�ded'bark - . . � .. I I I -1 I � I I � 11 .1 - 9 , , I'll. � I . . ! , . . I , ,," r, . � . . . - I . . I � � . I 1� I I � I I I . � . I . a h � .. � 1.�� I I I . � I : 1 1 _. Landscape Archite�,ts/Contractors/Hort i cultural Services ' i I I � . I :, I I I , � . I - I I . __ I :'' r, I . � I _� � , I EES - . . I .1 I ''I I . .1. 1, ,� , I I . ; , ,I 11 � � I :1 I I I � � � . I . EVERGREEN TR I , I , mulc .: ' . � I.r - 11,�:: , �. �', I ,� -, - 11 ,,'r .. I � I I . - � I I I : '' I I - . � � 11 .-. I � :.� I � � � 1, Ir � . ". - I I I . � �, I . � 1, �. I., . I .- I " �, � ,- � I 11 I I I : -9400 , 'k , I I - . I �. , v � � I � I I � �:, � I I . ,() . : ', 1. � I I 1. I � I I I I I � _ � . 375 S. .Flowers Mill Rd., Langhorne, PA 19047 * 215,757 1 " . . � I -, � I . . - . I I I . -1 � . -, .� I I I I I - __ . �, I I � �. I I I � I - W - . I / I I - I 11 � I I -I--- I . . I ,in ord'r tha,t we may. 'provide th e I � � I . � I , I � � . _1� . � - I I . j� �'r 11 e � 1: �. 1, � I I _� ' - I 11 . I � i I I I , � I � �/ � . I . � 11 � � ' I ,,. ��' I I . � I I I I , , * t -, I , , I � � I I I � I . I I " I . I �desiqn/build p.rocd.8,8 1. Brickman Indust,ries reserves,.the,right to, � . - , I . . I., " I . I I I . - ',�. " - . � I � I - I � � is drawing &, any and ,all ideas & . - I I : "I ., � I - ORNAMENTAL TREES � � I I . .. � - ' li.,sted.p- ants .with plants of :similar size nd ,qu - ''t-ity; I I 1 20! 0 1 - - i I I I .� _�, � 1_� I I I I . rrll� _� i, - 7 , 1, �8u.bstitu-te- i _ 11 ,-, - 1 11 , � I � I . 1. I' � a an - Th - Date 1r2, ),�I,ft� , Scale � I I � � . I I I - I % b 1-1 I I �,)Vl - " . �_ ' I I I I I � � . 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SELL�q uh1c. ,�, , , , ..-.-,---", " . 0 " er � Developer Properf Area 245 - 8 i I A creco � 'el 10-a 11 I , - - I . 11 \ 11 I . . I - , ��,��,�� , .. �,f Maw SAW "t - DATE Cj I SCALE . I DRAWING NO. I I , - ,. -, - J -4- 'r- \ I I I \ .", , �.?.�.,-,l T , -\ - z � IV07... 11 - 11 \ 4� � - A" * \ APPROVED I - NI I - ,:--� ii ve rA4 �16 " . I -,.,s -1/ . "I 1 , I Ly V1Z-4,9-&&--1 5-,V61;Ve-=e" 0'9)�5-' . - I , .1 S- � I . - I /-,�/-,?,0- 11 .� , 5-t,i,.,-,1-,- .:�,I,Z�%-.A 1 'Flw 5rooV De loprncn+ Partners, a roignafion \ � I ,.. . � I -V t . ig"I'at'09mg --�,-----, ,� " ;, 'A - f �, - +- mve'e....-Y s! u, wy B.v adw/mops /..?YL 11 - Map i A N. 198 i Do - \ � I "I <:�� N I .1, � ", ' OWNER I 11 I 11 � , - --�- � . ,---` \ , ", +--, ' ' I " -, . . \ ... � -,11 -I- ol� Two Venfi4rcs inc., Phrfncr �- i I 19F--3 " . E � . A17d'H. &aml& 5417=17 My& Zoe Zar4W " . "',- --- � I -V - ,,, _- a I , e- - L0Tcb 19 -YcSE.DP-A 19D- . \ I . y ck c Pell d pya" P \ --,, N .. I I I I -bECTION I -12)LOCV- 1b F- 7 .. ,_,_ �p -91-1, , � 1-0 . - \ ,", I el u ho5c 'N -" - 11 � I I I . \ 11 .1 - q,-, 7 M e, w Yo r k' 11,�, I 1'� �+ f", \1 11 I I 104fte4v 198e I - N I - ..... I I - � 'if -t7o'z�4-� " I ,. \ � I CHAS. H. SELLS, INC � I I 11,'11� � I ---- I "". ,:�f - � 11 a I / � -�- \ I I \ � ' + *- \ -- . I I \ I .1 . �.. F� 11 . 1. !'.'' \ I I � I ","- . NN \ ' . ' - I'll- . I " \ . \ ,----"' ,. \ -- . : - CONSULTING ENGINEERS, ISEDFORD HILLS, NEW YORX 'I I - . NEW YORR STATE LICENSEr) PROFESSI .I�L ENGINEER , - -- I -, \ I � I \ - . ON \ I -�� I � � I I � * � �,�� . -, � I . - ... I . - I ""', \1 I - /Wav- j , �- " �. M I I I I I I \ &�/ �, 1�?gv - MAYDR, - C Tk - �1-1 I 1� -- I 11 - \ I I I - \---� " -1 - \ I . ,-,, . - I . I I - I -1 \ - I i ,:::��- � � I -- -- ..��- I I � 111111111111111111111lmlll=�11!11 RNIIIIIIIIIIIIIIIIII � 11 � IME 01111,11 I I% I I I I I . I .1 - I I � I I I- - � � I I . - I . . . -1-1 : I I . I ''I -� '-, I I . I - .11 . .: I 11 I , . � . - I I -1 . ��, . . I -�-11, - �- - - - . . I , � . I I I .1 . , � - �-, I � , I � I I - . I I I I I I , I-- I f � � I . . I I I 1, - ..v . . - I I . , -.I-- I I � _:.� - lao m1f NOTES-, BRID&E REPA12 1 THE THICKNESS OF THE BRICK ARCH AS WELL AS THE THICKNESS OF THE STONE PARAPET, WALLS BENEATH THE ROADWAY ARE NOT KNOWN. THE CON- TRACTOR SHALL EXERCISE EXTREME CARE WHEN EXCAVATING DOWN TO THE TOP OF ARCH TO AVOID DAMAGE OF BOTH THE ARCH AND THE STONE PARAPET %s*1 WALLS. 1'?1"C17 2. THE DIMENSIONS OF THE EXISTING FOOTINGS ARE NOT KNOWN. IT IS A ANTICIPATED THAT THE BOTTOM OF THE FOOTINGS ARE LOCATED SEVERAL FEET BENEATH THE STREAM BOTTOM. HOWEVER, SHOULD IT BE DISCOVERED DURING THE COURSE OF EXCAVATION THAT THIS IS NOT THE CASE, THE REQUIRED EXCAVATION FOR THE PLACEMENT OF THE FOOTING PROTECTION SHALL NOT A -MORE THAN 3 EXCEED THE BOTTOM OF THE EXISTING FOOTING BY A 7 3. IN ORDER TO PERMIT PLACEMENT OF THE CONCRETE FOOTING PROTECTION IT qj WILL BE NECESSARY TO CONSTRUCT COFFERDAMS OF EARTH, EARTH -FILLED .'A BAGS, TIMBER OR STEEL SHEETING IN ACCORDANCE WITH SECTION 552 OF THE Q0 —41, amehed SX:37c N.Y.S.D.O.T. STANDARD SPECIFICATIONS AND PROVIDE ADEQUATE DEWATERING I I DURING THE POURING AND CURING OF THE CONCRETE. Z Ke 4. THE FACE OF THE EXISTING FOOTING SHALL BE FREE OF LOOSE CONCRETE AND THOROUGHLY CLEANED PRI -OR TO THE PLACEMENT OF CONCRETE FOR THE 9) FOOTING PROTECTION. %* 1 SCC NO 71C 5. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO PREVENT OR REDUCE TO A MINIMUM ANY -Ilk DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS ' SEDIMENT OR OTHER I I F FOREIGN MATERIAL, OR FROM THE MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS, HE SHALL NOT RETURN DIRECTLY TO A 4 STREAM, OR TO A DITCH IMMEDIATELY FLOWING -INTO A STREAM, ANY WATER 6" — __1w - WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, -A Allh 11-7 1710CI OIL OR OTHER IMPURITIES. 3ce Nole ? Concrelic 7ogc 7horoa5?hly 911M A/7. am�rhead4fA0,1(y 6. THE CONTRACTOR IS ALERTED TO THE RULES AND REGULATIONS OF INDUSTRIAL gee )(/O;�c 3 CODE RULE 53, AND IS DIRECTED TO COMPLY. THE CONT.-ZACTOR, FOR PUR- 611=17ed � e0a7i&O'Alllh,��70,ry Adhes /�,c . 6017dh7e? C0-17100al& ANY 7 7L POSE OF SAFETY, SHALL NOTIFY THE UTILITY COMPANIES INVOLVED IF /_9ff_v. 451e147s_G <�)09V15L DRIV4__WX7�� OF THEIR UTILITIES ARE EXPOSED AND/OR UNDERMINED DURING THE COURSE OF CONSTRUCTION. E -A,; 0 WIC 4 / e6 191941�51 7 C AST -IN-PLACE CONCRETE SHALL ACHIEVE A MINIMUM 28,,DAY COMPRESSIVE ERGENCY ACCESS BRIDGE SECTION. A -A' STRENGTH OF 3,000 PSI. EM I/ goole BAR REINFORCEMENT SHALL BE ASTIVI A615 GRADE 60. REPAIR DETA,IL 1-40 w 0 Q PIPE CROSSING LEGEND Lpj ar 9ewcr al'AIOA!rMal�7 . ............................................ (\j LQ 0 Q'4 190 141a ld"M770117 aeer 4MI174 ge" 0 40' N') V 1/. 65 po -//0 ic 490 N 14 �')' 0 loo lao 4 100 (\j I VL COMMON- DR E --EMERGENCY ACCESS 17o 911,91.grZ�el*91N /70 0 o �Ie -14 Ole 'ji r �)� I" � Ma - 1:1-r _'o (j) il _1_ ?7ZF /co 0 - V) 10 1515�5 /V z //f//z:_7 k �j 100 Qr, () �;l - __j 11 n 0 j NJ /50 +50 V-) Q, U) o i�j Q I, I - /50 140 t 2 5 4- 5 6 4. 0 IWIN. 7? A all, 0 55 13 7 Z /,:- 6 0 PARKRIDGE COURT- C I1111rT I -16"'Clearonce Mo le, wain 15ZT /V Omer- gewer 10 I-IV .04 24 f/ Oyer Dra ip a 9&e /0'o 1111aler lvlal:r7 a C/,-/ - Or. 5,f,5 4� Z IN� N Z /ne Sewer 111-o/lIc W191-,F,F 101WIN 51'19Z Z IW11,5 . I—, 5. 0 *' 6Mfle 57,-,q 74 722 CZa,61�AICC Ta S7,V /9/-,50 gee /0 Zioc 5cwer Aroy'lle 120 0 For gewer Croggh7q Zraloage 41 OQ V) 0 ty �ool N 1-1 "o, 7�9 N,5:0 "o' lo, CaNSr,(:�4�71,W //0 .144 4� ce lglaii�nlna;1_2 lo, r al7o' D1^0117age cf) /00 /0 /10 113 14- 1:5 16 /;r Ag eo 21 22 lo, -�j 1z 06 _'F LONGLEDGE DRIVE A LONG leo tA "Q I ai f 1 �5p 640:5511W arall7a47C -A 70 //0 I I I --- W-111 140 LEDGE, DRIVE -A I /00 0 0 10 bpo \D 0 .0 % Et��117ee r 7(k::i- 180 Lt �eIWI-91N 9//, 97Z 0. 0 `7� By 61 4. O'COVER AIIAI ......... 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J + + + I - , " . ..... ... + 7,79 1 Ae 5 02 �v N14 + A c5i PE 1E N1 I f + + + y 4 . . ...... .. .. ... r + r "P �t % �i5 + If 9 Nj + 'I.' , \ A, + 4' .... . ...... + I i, 4 ,v 8 ? . .... .... ....... A16 s jNI ........ .. "A" v j �4 I,_ - + ++ + + + _7 K + A+ + . .. . ...... + 0 _�s -T :3- ......... .... I . . .... -------- ---- < + + - - ------ -- 40i c:'t N —4— + 7- + + A .............. ....... 50 J —n + 4- 74" T _5 - --------- z, 7. 4�� 4 + + ---------- - �I�fg t . ... ... .... ...... TIII $VIVUSC V v -A r r 4p,% RII 1- lit r k, Q ......... .. Z;z�.z . Z�- f-I NZ U07 S.5 4d x J N -u 'Nit J k �k4a_ A q TAT E rL- I T % A, k A- _5 A u,_ A 11:3 1'< C06 NfY N.Y. B V, �P VILLAGE OF RYE BROOK A M-1 T-7- '16, W --,,R A` N AGE 41, — -- ------ -- PLA 4 c, IN 'A' T �4 W 72 IL Y Vai? DATE CALE dqte�lrveev 91to, 42 JAN. 1 ZI S-5 Do DRAWING NO. Oulner Village 517ginccr 104l 5 *;,cf H SMovepw4ey I Nkya Zde� L~ I c. H. SELLS, I Na, CHAS. CONSULTING ENGINEERS SEDFORD HILLS. NEW YORK Pe o9"ee14W;V _,II Ynex-t-IInc, I-1celivis.6,o, YOA M#�'ee CO3Wpv9A1Y Z:�'J 7l iw Z� 'Ilreol par /OF INS I sellimill,011 I %juts N I Al hfo hfl 0.5 Li 30 Q6 3 60 m w I m ov so I X ZW'?'r5?- /4'c cess 120 41 Mo doo X. r 40177177017 D,�-AAC - 90 WATER STREAM CROSSING /90 /ci eu IOU 21 451 0" 23 170 24 LF 16D 7-7 L T 010 33-- 150 W ti— � - D -P /-o -------- /0% 4, -LF 140 N Nt I 06 . -X0 J 112 LF 9 Al2 �o ml 97-7-6 w el 5 0/1, 1qo zf- KiS 2' /7t? P/ P2 P3 P4 P LINE SEWER 120 1/0 loo m ISO Ho A i0o L Ho 120 70 100 qo /00 80 9 0. 70 60 �1-5 z 97-7-6 w el 5 0/1, 1qo zf- KiS 2' /7t? P/ P2 P3 P4 P LINE SEWER 120 1/0 loo m 90 IV lAo 00 50 lb v -1-n o' il 7 pel - se, we r lb .70 Ifj rob Ey x 5 12 0 70' 2 :,-VI,5 7 0 L LINE SEWER 'eealseol "51 4" -9 1117A? RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y wel- DRAINg SEWER, WATER PROFILE 1 mo20 131 DATE JAN. lq8q !�CALE DRAWING NO. --7j '00AC 1 Zo�' CHAS. H. SELLS. INC. Ho A i0o L 70 60 90 IV lAo 00 50 lb v -1-n o' il 7 pel - se, we r lb .70 Ifj rob Ey x 5 12 0 70' 2 :,-VI,5 7 0 L LINE SEWER 'eealseol "51 4" -9 1117A? RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y wel- DRAINg SEWER, WATER PROFILE 1 mo20 131 DATE JAN. lq8q !�CALE DRAWING NO. --7j '00AC 1 Zo�' CHAS. H. SELLS. INC. STORM DRAINS SAN I TARY SEWERS CENTERLINE RoADwAy Rim STRUCTURE LINE DESIGNATION CENTERLINE ROADWAY Rim INVERT ELEVAT . ION* IN OUT No. & MANHOLE STATION STATION & OFFSET ELEVATION IN OUT 166.5 ss --i K 2+02 A 2+64 RT. 20.' 97 .0 89.0 160.0 SS -2 K 1+35 A 3+18 LT. 20.' 911.5 80.96 1152.0 SS -3 K 0+75 - - 70.0 65.96 148.5 SS -4 K 0+20 - - 64.0 59.08 146.5 W.C.TRUNK 6 - C.B. A .16+60 LT. 12.1 .141.43 .137.4 M. H. -* 2 10- - SS -5 K 0+00 L 0+00 - - 64.5 56.35 55.81 -134.5 13.1.0 EXIST 8 - C.B. A 16+19 RT. 12.1 139.59 .134.0 DROP M.H. SS -6 L 0+42 - - 66.5 59.6.1 56.49 130.5 EXIST .10 - M.H. SEE CONST, PLAN&PROFIE 130.0 125.0 DR SS -7 L 1+22 A 5+50 LT. 16.' 90.5 82.41 82.26 DR SS -8 L 2+62 A 6+82 LT. 16.1 103.0 95.71 DR DROP M.H. SS -9 L 3+62 A 7+70 RT. .17.1 :111.5 105.00 97.7.1 DR SS -110 L 5+24 A 9+32 RT. 2W 128.0 121.20 DR SS -111 L 6+24 A10+40 RT. 116' 138.5 131.20 DR SS 12 R 0+00 L 7+29 Al,l +50 RT. 18. 1 148.5 139.60 139.45 DR SS -13 L 7+84 Al 2+10 RT. -18.1 .149.0 143.72 DR SS 14 R 0+60 A11+50 LT. 149.0 142.60 DR 19 - C.B . A 21+80 RT. 12.0 148.36 143.5 DR SS 15 R 1+00 COMMON .1+46 LT. -1Z' 149.0 143.02 DR SS 16 R 1+12 COMMON 1+46 LT. 17.8 149.6 144.88 DR ExIST - C.B. COMMON 3+60 LT. 9.1 122.64 419.3 DR SS -17 Q 0+82 B 1+82 96.51 90.111 DR DROP M.H. SS -18 Q 3+54 B 4+54 1,16.5 1,11.5 ;107.98 DR SS -19 Q 5+35 B 6+35 1119.0 :113.3 (W/O CURB BOX) W. C. TRUNK .108.0 DR 26 - - M.H. -*214---SS-20 M 0+00 EXIST. 93.5 90.42 89.38 H.W. EXIST - -104.0 DR 28 - C.B. SS -21 M 0+47 - 97.0 93.83 9.1.55 C.B. SS -22 M 1+73 B 10+66 RT. 7.0 108.5 99.5 99-35 C.B. SS -23 M 3+13 B 9+25 RT. 20,' il 08. 0 1101.6 r n SS -24 M 4+03 B 8+40 RT. 16.: 114.5 107.0 106-85 C.B. SS -25 M 4+43 B 8+18 LT. 16.' 11,16.3 109�4 MaHa DROP M.H. SS -26 M 4+63 B 8+18 LT. 36, 122.0 .118.0 113.4 DROP M.H. SS -27 M 5+88 A 15+55 RT. il W 139.5 133.0 1130.5 SS -28 M 7+51 A 17+18 RT. 16.1 145.5 139.52 C.B. SS -29 - A 14+36 RT. 20,11 144.5 135.48 C.B. SS -30 ELIMINATED - DR 36 - C.B. SS -31 ELIMINATED - DR 37 - C.B. SS -32 ELIMINATED - DR 38 - C.B. SS733 ELIMINATED - DR 39 - C.B. B 1+93 RT. 12.1 ELIMINATED 94.2 -89-.0 DR 40 - C.B. ,W.C.TRUNK 89.16 81.5 DR 40A- C.B. M. H. # 212 -,SS-35 P 0+:75 EXIST. 100.0 86.73 85.82 M.H. EXIST 89.5 81.0 DR 42 - C.B. DROP M.H. SS -36 P 0+90 ?104.5 89.0 96.42 88.23 C.B. SS -37 P 1+49 99.0 A 06. 0 97.75 97.60 C.B. SS -38 P 2+ 64 89.5 1.13.8 99.05 98.90 C.B. SS -39 P 4+54 89.0 106.8 100. 0 C.B. W.C.TRUNK 86.15 78.5 DR 47 - C.B. M. H. 217-- - SS -40 N 0+00 EXIST N. RIDGE ST 1,13.05 102.5 10,1.64 M.H. EXIST. 100.0 85.8 DR 49 - M.H. SS -41 N 0+20 77.0 .113.0 102.6 H.W. SS -42 N 0+85 64.0 1109.0 103.02 102.92 C.B. SS -43 N 1+97 105.86 1109.0 103.66-103.58 C.B. SS -44 N 2+67 COMMON 3+48 LT. 6.1 124.08 1114.3 C.B. DROP M.H. SS -45 N 3+65 COMMON 2+62 LT. 17. 1135.2 .131.02 129.0 C. B. I SS -46 N 5+25 COMMON 1+10 LT. 25,' 1144.75 -139.46 139.31 SS -47 N 6+46 A 21+74 RT. 6, 148.66 140.9,1 SS -48 N 7+83 A 20+40 RT. 16.' 1151.0 142,28 142.13 DROP M.H. SS -49 N 8+28 15:1.5 148.0 143.08 DROP M H. SS -50 N 8+68 .162.5 159.0 il 55.6 DROP M.H. SS -51 N 9+45 C 3+55 RT. 28,1 166.-0 163.35 160.54 SS -52 N,10+67 C 4+68 RT. 30tl 174.0 165.79 SS -53 N-1 1+73 - 71,82-1. 0 176.92 176.77 5S-54 Nil 2+18 - 188.5 179.0 SS -55 A 18+60 RT. 17 151.9 143.5 SS -56 SEE CONST. PLAN 64 .5 ',66.30 SS -57 SEE CONST PLAN 61.66 STORM DRAINS 9. ALL PRIVATE UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLEVISION, ETC.) SHALL BE PLACED UNDERGROUND. PLAN'S FOR THE INSTALLATION OF THE UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. . -10. 1 HE CONI RACTOR SHALL VER I FY THE S I ZE, LOCAT I 01�, DEPT H AND I NVERI S OF ALL EX I ST I NG UTI L I T I ES PR I OR TO COMMENC I NIS H I S OPERAI I ON. -11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF HIS OPERATION AND SHALL CMIPLY WITH ALL THE LA1ES1 STORM DRAINS INDUSTRIAL CODE RULE 53 REGULATIONS. 1. STORM DRAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED THE SIZE AND GAGES ASFOLLOWS: 12 INCH TO 30 INCH DIAMETER -16 GAGE 60 INCH (SEE CULVERT DRAWING) 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2 1-081, 3. CATCH BASIN SHALL BE PRE -CAST OR SOLID 8 INCH CONCRETE BLOCK ON CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK STANDARDS AND SPEIFICATION AND AS SHDM 'ON PLANS. 5. UNDERDRAINS SHALL BE 6" DIA. PERFORATED CORRUGATED STEEL. PIPE OR EQUAL. 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS ARE ENCOUNTERED, UNDERDRAINS SHALL BE INSTALLED BEHIND THE CURB AS SH0hv ON TYPICAL SECTION OR AS ORDERED BY THE VILLAGE ENGINEER. PAVEMENT -1. ALL SUBGRADE SHALLBE APPROVED BY THE SUPERINTENDENT OF PUBLIC NU:d(S PRIOR TO PLACING ANY BASE COURSE MATERIAL. 2. ALL PAVEMENT 11EM NUMIBERS REFER TO NEW YORK STATE DEPARIMENI OF TRANSPORTATION - STANDARD SPECIFICATION ITEM.NOS. AlEJ41 ��Oee f WATER MAINS 1. ALL SPEC IF ICATIONS, MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK AMERICAN WATER WORK,� REQUIREMENTS. 2. FOR INFORMATION ONLY, THE WATER MAINS SHALL BE 8 INCH DUCT I LE I RON P I PE (D I P) CEME�T L I NED, CLASS 50- WITH PUSH ON JOINTS AND SHALL CONFORM TO ANSI/AWWA C151 A21-51 (PIPE). ANSI/AW-WA C104/A21.4 (DOUBLE THICKNESS CEMENT MORTAR LINING) ANSIAWWA CI.Il/A21.11 (PUSH ON JOINTS) 3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORATION STOPS, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER COMPANY. 4. THE WATER MAINS SHALL HAVE A MI-NIMUM COVER OF 4'--G`. 5. HYDRANT DRAINS OR WEEPS SHALL BE PLUGGED IF GROUND WATER AS WITHIN� 7 FEET OF FINISHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUSTBE PUI,',PED DRY AFTER USE DURING FREEZING WEATHER WHERE HYDRANT DRAINS ARE N01 PLUGGED. A GRAVEL POCKET OR DRY WELL SHALL BE PROV I DED I F THE NATURAL SO I LS W I LL NOT PROV I DE ADEQUATE DRA I NA6E. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SAN I TARY SEhERS OR STORM DRA I NS. THE SAME -CR I TER IA APPL I ES - 10 BLOWOFFS, 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM 1 1 NCH COPPER FROM BLDG TO PROPLINEAWWA SPECIFICATION 7S -CR, TYPE K. WATER COMPANY WILL PLACE CONNECT I ON TO PROPERTY L I NE. ALL CONNECTIONS AS PER WATER COMPANY SPECS. SEE DETAIL 7. TESTING AND DISINFECTING OF WATER MAINS SHALL CONFORM TO THE P&AIA STANDARD C651-86 EXCEPT POR SEC. 5-1 FOR DISINFECTING WATER' MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLECTED FRW, THE NEW DISTRIBUTION MAINS, AFTER DISINFECTION AND BEFORE THE USE OF THE MAINS, SHALL BE SUBMITTED -10 THE WF-STCHESTER COUNTY DEPARTMENT OF HEALTH. A PRESSURE AND LEAKAGE TEST SHALL BE MADE IN ACCORDANCE -WITH SECTION 13 ' "HYDROSTATIC TEST."' C600 OF THE- AWIA SPECIFICATION, SEE NOTE -15.. .8. ALL TEES, BENDS AND HYDRANT ASSEMBLIES SHALL EITHER BE BLOCKED WITfi CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER COMPANY. THRUST BLOCKS SHALL BE 3',000 PSI CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION AND CONFLICT WITH SANITARY SEWERS SHALL BE AS PER DETAIL A. 10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY THE WATER COMPANY. A" Q7 R Y E B R 000' OKA E S TAT E S VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. New YoIeA�sr,497,ff I-IC461V6eO TABLES MOT -MS 16 livl$f ja evUb ge weiegWIN wAree colvR.41vy zwre /wo /c/or ,eeill 5e0t w1or /,7 &1115elo Awal. DATE iq6i I SCALE t'%UA0 U OC71 1 0 1K1 DRAWING NO. 15"7 CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK 10� � STRUCTURE CENTERLINE RoADwAy Rim INVERT No. & TYPE STATION & OFFSET ELEVAT . ION* IN OUT DR 1 - C.B. C "3+50 RT. 121 170.60 166.5 DR 2 - C.B. C 2+75 LT. 129 164.28 160.0 DR 3 - C.B. C .1+90 LT. 12 1156.12 1152.0 DR 4 - C.B. C 1+38 RT. .12,1 .152.72 148.5 DR 5 - C.B. A 18+25 LT. 129 150.78 146.5 DR 6 - C.B. A .16+60 LT. 12.1 .141.43 .137.4 DR 7 - D.I. A 15+72 LT. 12,11 -138.85 -134.5 13.1.0 DR 8 - C.B. A 16+19 RT. 12.1 139.59 .134.0 DR 9 - C.B. A 15+63 RT. 12:11 -138.88 130.5 DR .10 - M.H. SEE CONST, PLAN&PROFIE 130.0 125.0 DR 11 - C.B. B 8+47 LT. 1121 114.09 110.0 DR 12 - C.B. B 8+47 RT. .123 .114.09 105.0 DR -13 - H.W. SEE CONSTRUCTION PLAN - 87.5 DR 14 - D.I. B 9+95 LT. 12.1 107.09 103.0 DR 15 - C.B. B 9+95 RT. 12.8 107.09 102.8 DR .16 - C.B. B-10+74 RT. 47.5,11 106.04 1102.0 DR -17 - H.W. SEE CONSTRUCTION PLAN - 90.0 DR 18 - C.B. A 2.1+80 LT. :12,' 148.36 .144.0 DR 19 - C.B . A 21+80 RT. 12.0 148.36 143.5 DR 20 - C.B. COMMON .1+46 LT. -1Z' -143.46 .139.6 DR 21 - C.B. COMMON 1+46 LT. 17.8 143.72 .139.5 DR 22 - C.B. COMMON 3+60 LT. 9.1 122.64 419.3 DR 23 - C.B. COMMON 2+60 RT. 9.8 134.63 127.0 DR 24 - C.B. COMMON 3+60 RT. 9.' 122.64 1119.0 DR 25 - D.I. SEE CONSTRUCTION PLAN 1,12.0 (W/O CURB BOX) .108.0 DR 26 - - ELIMINATED - DR 27 - H.W. SEE CONSTRUCTION PLAN - -104.0 DR 28 - C.B. WILTON ROAD 153.0 150.5 DR 29 - C.B. A 11+35 LT. -12.' 146.96 -140.2 DR 30 - C.B. A 9+94 RT. .133.85 127.8 np q1 - r n LT. 133.85 -127.6 DR 32 - C.B. A 7+38 RT. 12, 108.25 99.5 DR 33 - MaHa B 1+30 LT. 25.1 96.0 go. 0(24") 84.6(30' 8640(1511) 84.6(30") DR 34 - C.B. A 7+57 LT. 112,1 11,100115 1100.0 DR 35 - C.B. A 6+50 RT. 12.' 99.45 95.5 DR 36 - C.B. B 4+10 RT. -12,11 1,14.10 410.0 DR 37 - C.B. B 4+10 LT. 12,11 414.10 106.-5 DR 38 - C.B. B 1+82 LT. -12,' 9�6.44 .93.5 -88-.T DR 39 - C.B. B 1+93 RT. 12.1 97.32 94.2 -89-.0 DR 40 - C.B. A 5+37 RT. 12,' 89.16 81.5 DR 40A- C.B. A 5+37 LT. .12,1 89.16 82.0 DR 41 - M.H. A 5+37 RT. 22,! 89.5 81.0 DR 42 - C.B. EXISTING N. RIDGE ST. _108.9 ?104.5 DR 43 - C.B. A 1 +45 RT. .1ZI 105.16 99.0 DR 44 - C.B. A 2+35 LT. .12.1 99.22 89.5 DR 45 - C.B. A 2+.95 RT. 12.1 93.35 89.0 DR 46 - C.B. A 4+42 LT. 86.15 78.5 DR 47 - C.B. A 4+42 RT. .121 86.15 78.0 DR 48 - M.H. SEE CONSTRUCTION PLAN 100.0 85.8 DR 49 - M.H. A 4+55 RT. 20� 87.0 77.0 DR 50 - H.W. SEE CONSTRUCTION PLAN - 64.0 DR 51 - C.B. D 0+57 LT. 12 111.5 105.86 DR 52 - C.B. SEE CONSTRUCTION PLAN 109r.- 2 105. DR 53 - C.B. D 1+70 LT. 12' 110.05 (EAST) 102.56 181. DR 54 - C. B. I SEE CONSTRUCTION PLAN 102.5 '! .115 SOUAH? 98.25 NOTE: SEE RIM ELEVATION DETAIL (DWG S-8.0 9. ALL PRIVATE UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLEVISION, ETC.) SHALL BE PLACED UNDERGROUND. PLAN'S FOR THE INSTALLATION OF THE UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. . -10. 1 HE CONI RACTOR SHALL VER I FY THE S I ZE, LOCAT I 01�, DEPT H AND I NVERI S OF ALL EX I ST I NG UTI L I T I ES PR I OR TO COMMENC I NIS H I S OPERAI I ON. -11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF HIS OPERATION AND SHALL CMIPLY WITH ALL THE LA1ES1 STORM DRAINS INDUSTRIAL CODE RULE 53 REGULATIONS. 1. STORM DRAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED THE SIZE AND GAGES ASFOLLOWS: 12 INCH TO 30 INCH DIAMETER -16 GAGE 60 INCH (SEE CULVERT DRAWING) 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2 1-081, 3. CATCH BASIN SHALL BE PRE -CAST OR SOLID 8 INCH CONCRETE BLOCK ON CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK STANDARDS AND SPEIFICATION AND AS SHDM 'ON PLANS. 5. UNDERDRAINS SHALL BE 6" DIA. PERFORATED CORRUGATED STEEL. PIPE OR EQUAL. 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS ARE ENCOUNTERED, UNDERDRAINS SHALL BE INSTALLED BEHIND THE CURB AS SH0hv ON TYPICAL SECTION OR AS ORDERED BY THE VILLAGE ENGINEER. PAVEMENT -1. ALL SUBGRADE SHALLBE APPROVED BY THE SUPERINTENDENT OF PUBLIC NU:d(S PRIOR TO PLACING ANY BASE COURSE MATERIAL. 2. ALL PAVEMENT 11EM NUMIBERS REFER TO NEW YORK STATE DEPARIMENI OF TRANSPORTATION - STANDARD SPECIFICATION ITEM.NOS. AlEJ41 ��Oee f WATER MAINS 1. ALL SPEC IF ICATIONS, MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK AMERICAN WATER WORK,� REQUIREMENTS. 2. FOR INFORMATION ONLY, THE WATER MAINS SHALL BE 8 INCH DUCT I LE I RON P I PE (D I P) CEME�T L I NED, CLASS 50- WITH PUSH ON JOINTS AND SHALL CONFORM TO ANSI/AWWA C151 A21-51 (PIPE). ANSI/AW-WA C104/A21.4 (DOUBLE THICKNESS CEMENT MORTAR LINING) ANSIAWWA CI.Il/A21.11 (PUSH ON JOINTS) 3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORATION STOPS, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER COMPANY. 4. THE WATER MAINS SHALL HAVE A MI-NIMUM COVER OF 4'--G`. 5. HYDRANT DRAINS OR WEEPS SHALL BE PLUGGED IF GROUND WATER AS WITHIN� 7 FEET OF FINISHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUSTBE PUI,',PED DRY AFTER USE DURING FREEZING WEATHER WHERE HYDRANT DRAINS ARE N01 PLUGGED. A GRAVEL POCKET OR DRY WELL SHALL BE PROV I DED I F THE NATURAL SO I LS W I LL NOT PROV I DE ADEQUATE DRA I NA6E. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SAN I TARY SEhERS OR STORM DRA I NS. THE SAME -CR I TER IA APPL I ES - 10 BLOWOFFS, 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM 1 1 NCH COPPER FROM BLDG TO PROPLINEAWWA SPECIFICATION 7S -CR, TYPE K. WATER COMPANY WILL PLACE CONNECT I ON TO PROPERTY L I NE. ALL CONNECTIONS AS PER WATER COMPANY SPECS. SEE DETAIL 7. TESTING AND DISINFECTING OF WATER MAINS SHALL CONFORM TO THE P&AIA STANDARD C651-86 EXCEPT POR SEC. 5-1 FOR DISINFECTING WATER' MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLECTED FRW, THE NEW DISTRIBUTION MAINS, AFTER DISINFECTION AND BEFORE THE USE OF THE MAINS, SHALL BE SUBMITTED -10 THE WF-STCHESTER COUNTY DEPARTMENT OF HEALTH. A PRESSURE AND LEAKAGE TEST SHALL BE MADE IN ACCORDANCE -WITH SECTION 13 ' "HYDROSTATIC TEST."' C600 OF THE- AWIA SPECIFICATION, SEE NOTE -15.. .8. ALL TEES, BENDS AND HYDRANT ASSEMBLIES SHALL EITHER BE BLOCKED WITfi CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER COMPANY. THRUST BLOCKS SHALL BE 3',000 PSI CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION AND CONFLICT WITH SANITARY SEWERS SHALL BE AS PER DETAIL A. 10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY THE WATER COMPANY. A" Q7 R Y E B R 000' OKA E S TAT E S VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. New YoIeA�sr,497,ff I-IC461V6eO TABLES MOT -MS 16 livl$f ja evUb ge weiegWIN wAree colvR.41vy zwre /wo /c/or ,eeill 5e0t w1or /,7 &1115elo Awal. DATE iq6i I SCALE t'%UA0 U OC71 1 0 1K1 DRAWING NO. 15"7 CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK 10� � I I M1_11111 9. ALL PRIVATE UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLEVISION, ETC.) SHALL BE PLACED UNDERGROUND. PLAN'S FOR THE INSTALLATION OF THE UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. . -10. 1 HE CONI RACTOR SHALL VER I FY THE S I ZE, LOCAT I 01�, DEPT H AND I NVERI S OF ALL EX I ST I NG UTI L I T I ES PR I OR TO COMMENC I NIS H I S OPERAI I ON. -11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR TO START OF HIS OPERATION AND SHALL CMIPLY WITH ALL THE LA1ES1 STORM DRAINS INDUSTRIAL CODE RULE 53 REGULATIONS. 1. STORM DRAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED THE SIZE AND GAGES ASFOLLOWS: 12 INCH TO 30 INCH DIAMETER -16 GAGE 60 INCH (SEE CULVERT DRAWING) 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2 1-081, 3. CATCH BASIN SHALL BE PRE -CAST OR SOLID 8 INCH CONCRETE BLOCK ON CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK STANDARDS AND SPEIFICATION AND AS SHDM 'ON PLANS. 5. UNDERDRAINS SHALL BE 6" DIA. PERFORATED CORRUGATED STEEL. PIPE OR EQUAL. 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS ARE ENCOUNTERED, UNDERDRAINS SHALL BE INSTALLED BEHIND THE CURB AS SH0hv ON TYPICAL SECTION OR AS ORDERED BY THE VILLAGE ENGINEER. PAVEMENT -1. ALL SUBGRADE SHALLBE APPROVED BY THE SUPERINTENDENT OF PUBLIC NU:d(S PRIOR TO PLACING ANY BASE COURSE MATERIAL. 2. ALL PAVEMENT 11EM NUMIBERS REFER TO NEW YORK STATE DEPARIMENI OF TRANSPORTATION - STANDARD SPECIFICATION ITEM.NOS. AlEJ41 ��Oee f WATER MAINS 1. ALL SPEC IF ICATIONS, MATERIAL AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW YORK AMERICAN WATER WORK,� REQUIREMENTS. 2. FOR INFORMATION ONLY, THE WATER MAINS SHALL BE 8 INCH DUCT I LE I RON P I PE (D I P) CEME�T L I NED, CLASS 50- WITH PUSH ON JOINTS AND SHALL CONFORM TO ANSI/AWWA C151 A21-51 (PIPE). ANSI/AW-WA C104/A21.4 (DOUBLE THICKNESS CEMENT MORTAR LINING) ANSIAWWA CI.Il/A21.11 (PUSH ON JOINTS) 3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORATION STOPS, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER COMPANY. 4. THE WATER MAINS SHALL HAVE A MI-NIMUM COVER OF 4'--G`. 5. HYDRANT DRAINS OR WEEPS SHALL BE PLUGGED IF GROUND WATER AS WITHIN� 7 FEET OF FINISHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUSTBE PUI,',PED DRY AFTER USE DURING FREEZING WEATHER WHERE HYDRANT DRAINS ARE N01 PLUGGED. A GRAVEL POCKET OR DRY WELL SHALL BE PROV I DED I F THE NATURAL SO I LS W I LL NOT PROV I DE ADEQUATE DRA I NA6E. HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR LOCATED WITHIN 10 FEET OF SAN I TARY SEhERS OR STORM DRA I NS. THE SAME -CR I TER IA APPL I ES - 10 BLOWOFFS, 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM 1 1 NCH COPPER FROM BLDG TO PROPLINEAWWA SPECIFICATION 7S -CR, TYPE K. WATER COMPANY WILL PLACE CONNECT I ON TO PROPERTY L I NE. ALL CONNECTIONS AS PER WATER COMPANY SPECS. SEE DETAIL 7. TESTING AND DISINFECTING OF WATER MAINS SHALL CONFORM TO THE P&AIA STANDARD C651-86 EXCEPT POR SEC. 5-1 FOR DISINFECTING WATER' MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLECTED FRW, THE NEW DISTRIBUTION MAINS, AFTER DISINFECTION AND BEFORE THE USE OF THE MAINS, SHALL BE SUBMITTED -10 THE WF-STCHESTER COUNTY DEPARTMENT OF HEALTH. A PRESSURE AND LEAKAGE TEST SHALL BE MADE IN ACCORDANCE -WITH SECTION 13 ' "HYDROSTATIC TEST."' C600 OF THE- AWIA SPECIFICATION, SEE NOTE -15.. .8. ALL TEES, BENDS AND HYDRANT ASSEMBLIES SHALL EITHER BE BLOCKED WITfi CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER COMPANY. THRUST BLOCKS SHALL BE 3',000 PSI CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION AND CONFLICT WITH SANITARY SEWERS SHALL BE AS PER DETAIL A. 10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY THE WATER COMPANY. A" Q7 R Y E B R 000' OKA E S TAT E S VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. New YoIeA�sr,497,ff I-IC461V6eO TABLES MOT -MS 16 livl$f ja evUb ge weiegWIN wAree colvR.41vy zwre /wo /c/or ,eeill 5e0t w1or /,7 &1115elo Awal. DATE iq6i I SCALE t'%UA0 U OC71 1 0 1K1 DRAWING NO. 15"7 CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK 10� � L/2 L/2 L= FULL LENGTH SEWER SEWER 18"MIN. 18"MIN. WATER MAIN - WATER MAIN Lz FULL LENGTH L/2 L/2 C RbSSINGS- S EW ER OVER WATER L/2 L/2 L=FULL LENGTH WATER MAN '-WATER MAIN 0.4J 18"MIN. 18"MIN. SEWER SEWER Lz FULL LENGTH L/2 L/2 CROSSINGS -WATER OVER SEWER WATER MAIN 10'-0 MIN. SEWER .PARALLEL INSTALLATION NOTE: IF DURING CONSTRUCTION IT IS FOUND THAT THE REQUIRED SEPARATION OF WATER MAINS, SANITARY SEWERS, STORM SEWERS AND BUILDING SEWERS CANNOT BE MET,THE DEVELOPER OR HIS AUTHORIZED REPRESENTATIVE OBTAIN WRITTEN APPROVAL FOR EAC�H CASE FROM THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH BEFORE INSTALLING THE WATERMAIN. L--LENG'Irg OF PIPE 14 I INT OF PIPEi5- 01MER MAIN 1-1:4 CONCRETE EKCMMT fOR C.�-p ow �m mit t 't VE'sE-K WATER MAIN DETAIL A NOTE: IF NON -PRESSURE CAST IRON,VETRIFIED TILE OR ASBESTOS CEMENT SEWER PIPE PASSES BENEATH A WATER MAIN WITH A VERTICLE SEPARATION(S) OF LESS THAN 180 OR WHEN IT PASSES ABOVE THE WATER MAIN,THEN THE SEWER PIPE MUST BE INSTALLED AS FOILOWS:- 1. SANITA RY SEWERS: A) THREE LENGTHS OF EITHER CAST IRON OR PVC -PRESSURE PIPE MUST BE USED. THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EOUIDISTANT FROM THE WATER MAIN.(SEE DETAIL) B) THE THREE LENGTHS OF PRESSURE PIPE MUST BE TESTED IN THE SAME MANNER AS REOUIRED FOR WATER MAINS. 2. STORM SEWERS: A) WHERE CSP CORRUGATED STEEL PIPE IS USED.NEOPRENE JOINT GASKETS SHALL BE INSTALLED ON ALL JOINTS WITHIN 10' EACH SIDE OF THE WATER MAIN CROSSING.AND THE PIPE SHALL BE ENCASED IN CONCRETE FOR A DISTANCE NOT LESS THAN 10' EACH SIDE OF THE CROSSING.THE ENCASEMENT SHALL EX- TEND TO 6' OUTSIDE, OF PIPE. B) WHERE RCP -REINFORCED -CONCRETE PIPE IS USED.THREE LENGTHS OF CONCRETE (R.C.P.P.IPRESSURE PIPE VITH THE MIDDLE LENGTH COVERED OVER THE CROSSING SHALL BE INSTALLED. 3. GENERAL: WHENEVER SANITARY OR STORM SEWER LINES ARE LESS THAN 10' HORIZONTAL- LY FROM AN EXISTING OR PROPOSED WATER MAIN OR WHENEVER THE WATER MAIN CROSSES DRAINAGE OR SEWER LINE AND THE VERTICLE CLEARANCE IS LESS THAN 16*,SEPARATE APPROVAL OF OWESTCHESTER COATY HEALTH DEPT.0 IS REOUIRED. M0745 4. BEDDING AND SETTLEMENT: AT CROSSINGS.ALL PIPES SHALL BE PROPERLY BEDDED AND -SUPPORTED TO INSURE THAT THERE VILL BE NO SETTLEMENT AROUND THE PIPES.UNL`ESS use OTHERWISE ORDERED -BY TH� TOWN ENGINEER.THE TRENCHES WILL BE BACK- FILLED WITH GRANULAR MATERIAL TO 1.0' ABOVE THE UPPER PIPE AND TO A MINIMUM DISTANCE OF 10.0' EACH SIDE OF THE CROSSING.THIS-MATERIAL SHALL BE COMPACTED SO THAT NO SETTLEMENT SHALL OCCUR. L SEWER -WATER CROSSING'DETAILS f A-1 EXISTING OR PROPOSED FINISHED GRADE,& VALVE BOXCOVER z da EXISTING GROUND z 04 DARC7, ENP6 WKEP co 4 LOOPEP OYEf ftWV 5 S H A F T a. U. D 0 D 'WATER VAIU G CIP M149 C 0 01 E 11 VD 45"'. K G WATER MAIN MIN. u COMPACTED BACKFILL POTTOM OF TREXCH CONCRETE ENCASEMENT PLAN Z 44 M65, OAL U(8 ADJUSTABLE z 51PE M114 LEK CAST IRON TRANSMISSION MA!N GTH ZV PLAN d OR PLASTIC CLAc?c9 'D' CONC. BOX VA LV'E c\j 3'-0" M IN. AS SHOWN FOR SEWER \H E 450MIN. 4 D D NiLk— L F L THE LENGIW WIPT14 OF THE CONC. DUCK COMOINEV WiTVA THE MIN. Boom F PEPTH OF Z* SIAUL PE NFFICIEN' TO GIYE A MIA. VOLUME OF CONC. SELECr WELL -GRADED 7AMPED BACKFILL 4 SEL tu FCr WELL -GRADED C) TAMPED BACKFILL MEN Ab impicATEP ox rHE PLAN Ale mummm TYPICAL PROF ILE 450 MIN. (12 LIFTS MAX.) IIIIIIIIIIIIIIIIIIIElm ME10313ME WITH MORTAR S"Im SECTION R MINIMUM OF THREE 130MEM, C.C7,0 7q-,�cpecl IGI- 2 ammom DETAIL OF CONCRETE ANCHOR. A-1 EXISTING OR PROPOSED FINISHED GRADE,& VALVE BOXCOVER z da EXISTING GROUND z 04 DARC7, ENP6 WKEP co 4 LOOPEP OYEf ftWV 5 S H A F T a. U. D 0 D 'WATER VAIU G CIP M149 C 0 01 E 11 VD 45"'. K G WATER MAIN MIN. u COMPACTED BACKFILL POTTOM OF TREXCH CONCRETE ENCASEMENT PLAN Z 44 M65, OAL U(8 ADJUSTABLE z 51PE M114 LEK CAST IRON TRANSMISSION MA!N GTH ZV PLAN d OR PLASTIC CLAc?c9 'D' CONC. BOX VA LV'E c\j 3'-0" M IN. AS SHOWN FOR SEWER \H E 450MIN. 4 D D NiLk— L F L THE LENGIW WIPT14 OF THE CONC. DUCK COMOINEV WiTVA THE MIN. Boom F PEPTH OF Z* SIAUL PE NFFICIEN' TO GIYE A MIA. VOLUME OF CONC. SELECr WELL -GRADED 7AMPED BACKFILL 4 SEL tu FCr WELL -GRADED C) TAMPED BACKFILL MEN Ab impicATEP ox rHE PLAN Ale mummm TYPICAL PROF ILE 450 MIN. (12 LIFTS MAX.) SUPPORT BOX WITH MORTAR S"Im SECTION R MINIMUM OF THREE '�_` C.C7,0 7q-,�cpecl IGI- 2 SECTION DETAIL OF CONCRETE ANCHOR. (3)COURSES OF suir wIL coNDirlolv ul"Irlalc larlla"llrlrrlri WATERLINE STREAM BOTTOM BRICK 717"n N. T. 0 .......... w 0- g CONCRETE BEARING COMPACTED CTED PAD TO BE USED BACKFILL VA + 12 TONATURAL LVE SIZE WITH AC OR PVC TEE END GROUND PIPE. 84 Z' 6" 0. D. PI PE G" MIN. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE OTES CLA&D'V CONC. Z' MIN. TYP. LL CONCRETE SHALL BE 2500 PSI (MIN.-) __E7;-MIN.TYp---= LL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH, TYPICAL SECTION INIMUM BEARING AREA SHALL BE 4 SO. FT. 6" MIN. TYP LA LL DIMENSIONS SHOWN ARE MINIMUM PLAN SECTION A—A LL BOLT& -SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE NOTE: MINIMUM ENCASEMENT LIMITS DETAIL OF -ARE SHOWN ON THE DRAWINGS. THE ACTUAL LIMITS SHALL BE THRUST DISTRIBUTION BLOCK VALVE DETERMINEb AT THE TIME OF UST BLOCK DETAILS CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL 8 FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. STEEL f iHICK STEEL STRAP ANCHOR 4 (2*' WIDE) BOLT NUT STREAM CROSSING M C014MECTI011 BYWATER CO Fn --a cli 0 c 'a- LENGITit VAPAAOLES SECTION >i co I" Pvc 13ELL Q THICK STEEL STRAP :m 4 CURB VALVE BOX (2" WIDE) COVER PIKE 12 E GRAVE L BO cu D BO -m STEEL ANCHOR F w VALVE BOX INSTALLED Iq c� BOLTS WITH NUTS 0: TAMPED BACKFILL IN ACCORDANCE WITH fl co 7A SPECIFICATIONS III 1-- 3 ====10 3000 La CONCRETE UNDISTURBED -cli GROUND IAJ COPPER WATER, OUVU I"D14 (r WATER MAIN PIPE p TYPE K-MAAUF 1140A. I GATE CORNRATION OTOP 00 cr I CU. YD. No. 9 VA LV E w GRAVEL NOTE, CRU-NED 6TONe MWING ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. is, ail* TO DE UE)ED TO E)UP?ORT SLOPES 20 TO 35% NOT OVER 36'CENTER TO CENTER —12" CLEAR Yal4le 9ax COPPER PIPE IM TMNC.IrI Pla SLOPES 35 TO 50%. NOT OVER 24' CENTER TO CENTER cc %0 SLOPES 50% AND GREATER NOT OVER 16' CENTER TO CEN L NOTE: CURI� OTOP CORPORATION STOP AS REQUIRED BYWATER c5"�r DI�7. COMPANY SPECIFICATIONS FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED By 771-11E ENGINEER CONCRETE DETAIL OF WATER BEARING PAD ANCHOR DETAIL OR ANCHOR CONCRETE SERVICE CONNECTION CONCRETE BLOCKING IF THRUST BLOCK THRUST BLOCK REQUIRED HYDRANT DETAILS ",'a. i Nlp� PA vrur# r oR le /lag GROUND SURFAC 2- COMPACTED BACKFILL WITH APPROVED MATERIAL CONCRETE ENCASEMENT ANY EXCAVATION BEYOND THE LIMITS AS SHOWN SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR EXPENSE a, [�Iot less M017 (a- " LN,v lnol'e /.4 0? /0 aL�DI117g 'Ole alms Boom MIEN SELECr WELL -GRADED 7AMPED BACKFILL 4 SEL tu FCr WELL -GRADED C) TAMPED BACKFILL MEN Ale mummm % 02"LIFTS MAX.) (12 LIFTS MAX.) mucluffla c/ass ?SO 5ce �/O/& WL S"Im A' 112 12 �d .......... w 0- g CONCRETE BEARING COMPACTED CTED PAD TO BE USED BACKFILL VA + 12 TONATURAL LVE SIZE WITH AC OR PVC TEE END GROUND PIPE. 84 Z' 6" 0. D. PI PE G" MIN. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE OTES CLA&D'V CONC. Z' MIN. TYP. LL CONCRETE SHALL BE 2500 PSI (MIN.-) __E7;-MIN.TYp---= LL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH, TYPICAL SECTION INIMUM BEARING AREA SHALL BE 4 SO. FT. 6" MIN. TYP LA LL DIMENSIONS SHOWN ARE MINIMUM PLAN SECTION A—A LL BOLT& -SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE NOTE: MINIMUM ENCASEMENT LIMITS DETAIL OF -ARE SHOWN ON THE DRAWINGS. THE ACTUAL LIMITS SHALL BE THRUST DISTRIBUTION BLOCK VALVE DETERMINEb AT THE TIME OF UST BLOCK DETAILS CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL 8 FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. STEEL f iHICK STEEL STRAP ANCHOR 4 (2*' WIDE) BOLT NUT STREAM CROSSING M C014MECTI011 BYWATER CO Fn --a cli 0 c 'a- LENGITit VAPAAOLES SECTION >i co I" Pvc 13ELL Q THICK STEEL STRAP :m 4 CURB VALVE BOX (2" WIDE) COVER PIKE 12 E GRAVE L BO cu D BO -m STEEL ANCHOR F w VALVE BOX INSTALLED Iq c� BOLTS WITH NUTS 0: TAMPED BACKFILL IN ACCORDANCE WITH fl co 7A SPECIFICATIONS III 1-- 3 ====10 3000 La CONCRETE UNDISTURBED -cli GROUND IAJ COPPER WATER, OUVU I"D14 (r WATER MAIN PIPE p TYPE K-MAAUF 1140A. I GATE CORNRATION OTOP 00 cr I CU. YD. No. 9 VA LV E w GRAVEL NOTE, CRU-NED 6TONe MWING ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. is, ail* TO DE UE)ED TO E)UP?ORT SLOPES 20 TO 35% NOT OVER 36'CENTER TO CENTER —12" CLEAR Yal4le 9ax COPPER PIPE IM TMNC.IrI Pla SLOPES 35 TO 50%. NOT OVER 24' CENTER TO CENTER cc %0 SLOPES 50% AND GREATER NOT OVER 16' CENTER TO CEN L NOTE: CURI� OTOP CORPORATION STOP AS REQUIRED BYWATER c5"�r DI�7. COMPANY SPECIFICATIONS FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED By 771-11E ENGINEER CONCRETE DETAIL OF WATER BEARING PAD ANCHOR DETAIL OR ANCHOR CONCRETE SERVICE CONNECTION CONCRETE BLOCKING IF THRUST BLOCK THRUST BLOCK REQUIRED HYDRANT DETAILS ",'a. i Nlp� PA vrur# r oR le /lag GROUND SURFAC 2- COMPACTED BACKFILL WITH APPROVED MATERIAL CONCRETE ENCASEMENT ANY EXCAVATION BEYOND THE LIMITS AS SHOWN SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR EXPENSE a, [�Iot less M017 (a- " LN,v lnol'e /.4 0? /0 aL�DI117g 'Ole alms Boom SELECr WELL -GRADED 7AMPED BACKFILL 4 .......... w 0- g CONCRETE BEARING COMPACTED CTED PAD TO BE USED BACKFILL VA + 12 TONATURAL LVE SIZE WITH AC OR PVC TEE END GROUND PIPE. 84 Z' 6" 0. D. PI PE G" MIN. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR SERVICE LINE OTES CLA&D'V CONC. Z' MIN. TYP. LL CONCRETE SHALL BE 2500 PSI (MIN.-) __E7;-MIN.TYp---= LL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH, TYPICAL SECTION INIMUM BEARING AREA SHALL BE 4 SO. FT. 6" MIN. TYP LA LL DIMENSIONS SHOWN ARE MINIMUM PLAN SECTION A—A LL BOLT& -SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE NOTE: MINIMUM ENCASEMENT LIMITS DETAIL OF -ARE SHOWN ON THE DRAWINGS. THE ACTUAL LIMITS SHALL BE THRUST DISTRIBUTION BLOCK VALVE DETERMINEb AT THE TIME OF UST BLOCK DETAILS CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT SHALL 8 FREE OF CONCRETE SO AS TO PROVIDE A FLEXIBLE JOINT. STEEL f iHICK STEEL STRAP ANCHOR 4 (2*' WIDE) BOLT NUT STREAM CROSSING M C014MECTI011 BYWATER CO Fn --a cli 0 c 'a- LENGITit VAPAAOLES SECTION >i co I" Pvc 13ELL Q THICK STEEL STRAP :m 4 CURB VALVE BOX (2" WIDE) COVER PIKE 12 E GRAVE L BO cu D BO -m STEEL ANCHOR F w VALVE BOX INSTALLED Iq c� BOLTS WITH NUTS 0: TAMPED BACKFILL IN ACCORDANCE WITH fl co 7A SPECIFICATIONS III 1-- 3 ====10 3000 La CONCRETE UNDISTURBED -cli GROUND IAJ COPPER WATER, OUVU I"D14 (r WATER MAIN PIPE p TYPE K-MAAUF 1140A. I GATE CORNRATION OTOP 00 cr I CU. YD. No. 9 VA LV E w GRAVEL NOTE, CRU-NED 6TONe MWING ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. is, ail* TO DE UE)ED TO E)UP?ORT SLOPES 20 TO 35% NOT OVER 36'CENTER TO CENTER —12" CLEAR Yal4le 9ax COPPER PIPE IM TMNC.IrI Pla SLOPES 35 TO 50%. NOT OVER 24' CENTER TO CENTER cc %0 SLOPES 50% AND GREATER NOT OVER 16' CENTER TO CEN L NOTE: CURI� OTOP CORPORATION STOP AS REQUIRED BYWATER c5"�r DI�7. COMPANY SPECIFICATIONS FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST LENGTH OF PIPE LEAVING MANHOLE, OR AS DIRECTED By 771-11E ENGINEER CONCRETE DETAIL OF WATER BEARING PAD ANCHOR DETAIL OR ANCHOR CONCRETE SERVICE CONNECTION CONCRETE BLOCKING IF THRUST BLOCK THRUST BLOCK REQUIRED HYDRANT DETAILS ",'a. i Nlp� PA vrur# r oR le /lag GROUND SURFAC 2- COMPACTED BACKFILL WITH APPROVED MATERIAL CONCRETE ENCASEMENT ANY EXCAVATION BEYOND THE LIMITS AS SHOWN SHALL BE FILLED WITH CONCRETE AT THE CONTRACTOR EXPENSE a, [�Iot less M017 (a- " LN,v lnol'e /.4 0? /0 aL�DI117g 'Ole u1sion MAIN Totnl 5ealei- "IN c PIPE V 004 oe %j NO ROCK TO PwlEcr . " a 0 WITHIN THESE I-INES .03 HAND TRIMMED m5NcH Borrom 77POCI v% 'z;' 5AIVO SP,,_C,14L IY07'E: 4LI ECI, IC,47'IONS 4Ng R454�0RiSIVA!FlY7, GRAVEL OR CRUSHED STOAVE F04YNDATION MATERIAL 1N.4CZ01?0,41YCi5,W171'1 AlEdl Y�OVllr "E,?16,41V W,4r",CO. IN EARTH IN ROCK WATER MAIN �CEMENT.OF UTILITY -CROSSINGS A"" 2'0 Ef"TATES Z6 CI%95. 51EZ R%YE BRO`U K 0 VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y AleW YOek- 5 ro9 7-e 1C,61V6,ff0 Re0,z-e5:5 10,V.91. eAl61A1e6,e DETA ILS 4,qo�nvmedby.- 5'20p/ -0, V6, 0'., y: 2:::> d4N. 20,1989 DATE JAN. 20,1969 SCALE DRAWING NO. 0 AS 5HOvy N Village _Z'T-7`1?eer Owl?cl- yi CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK SELECr WELL -GRADED 7AMPED BACKFILL 4 SEL tu FCr WELL -GRADED C) TAMPED BACKFILL Ale -67 2 0 2 I � % 02"LIFTS MAX.) (12 LIFTS MAX.) c/ass ?SO 5ce �/O/& WL S"Im A' 112 12 �d R SIDES OF 7RENCH MAY BE S40PED TO IZ '�_` C.C7,0 7q-,�cpecl IGI- 2 51010 on / %6 1- suir wIL coNDirlolv ul"Irlalc larlla"llrlrrlri I I 5 cre w 4�7dg u1sion MAIN Totnl 5ealei- "IN c PIPE V 004 oe %j NO ROCK TO PwlEcr . " a 0 WITHIN THESE I-INES .03 HAND TRIMMED m5NcH Borrom 77POCI v% 'z;' 5AIVO SP,,_C,14L IY07'E: 4LI ECI, IC,47'IONS 4Ng R454�0RiSIVA!FlY7, GRAVEL OR CRUSHED STOAVE F04YNDATION MATERIAL 1N.4CZ01?0,41YCi5,W171'1 AlEdl Y�OVllr "E,?16,41V W,4r",CO. IN EARTH IN ROCK WATER MAIN �CEMENT.OF UTILITY -CROSSINGS A"" 2'0 Ef"TATES Z6 CI%95. 51EZ R%YE BRO`U K 0 VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y AleW YOek- 5 ro9 7-e 1C,61V6,ff0 Re0,z-e5:5 10,V.91. eAl61A1e6,e DETA ILS 4,qo�nvmedby.- 5'20p/ -0, V6, 0'., y: 2:::> d4N. 20,1989 DATE JAN. 20,1969 SCALE DRAWING NO. 0 AS 5HOvy N Village _Z'T-7`1?eer Owl?cl- yi CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK tll�12 6&nd elurry V" &=- so. IV X. 6 / 20/ 0 S Cle017 0/7& R01171 Y11117 Ispholl gare POil7l 3 gnn�llll Trelxy� ox s000 05,005�5 e� FINIMP GRAPE I" CHAMFER - P MOM COKN a R111 1A1 CONCRETE OUTLET PITCH (KI!, PETAILI RT OUTFLOW 14YE SECTION FR9NT ELEVATION FlulroEp GUVE NWILL WITH 51JITAM MATERIAL IM LAYE05 NOT EXCELPING IZ' AMP COMPACT. 8" PVC 6EWER LINE INITIAL DACK FILL -OUITADLE 0 OP 01,1-�71101rmw lj�miftftl. MOPERATELY TAMPEP IN LIF% Ov MAUCH ING - GWULAR MWERURD.D. F weLL TAmPEP IN (P** um PEVPIK�L - GRANULAR MATEPUL R.O.D. UT"LLI WELL IAMPEV TO MIN. 79 % FRXIO?, PaYviTT P.V.C. PIPE BEDDING DETAILS a CONCRETE HEADWALL DETAILS* SCALE: 1/2" 10 9 R" Z— 13 15 " 5- 9 " .56 " 2 �5 AY - 6`0' L-611 e-6" 2.4' S -'S" 1 8-6" 2!7" -30" 7-'0" 110-'6"' 2tg" 36" 7-6" 11,?!6" 2! /0 87TJ Ig,6,, y�p, — 60 clueB BOX 7- lc&LEe DETAIL OF lello ezeyl9rION Rye& PRECAST DROP CONNECTION All rAw O -r) KIOT T qrAI P MHOLE. FUME 4 2clufffrINA DiRf? Al eO. TYPICAL ALTERNATE jZ600"PIA.1 COVEK TO K CAMFELL Top 4 Nffom OUTLET (ANGLE TO SUIT) RAT t7LAP REFERENCE; POINT FOR Cb, RIM ELpVATION. SM Dr:TAIL VAPWAY OR PARKING PAVEMENT OUKrAM A aov W 0 4. A T �9 T 7 - TYPICAL Kli`et 70 r ---------- 41ECTIO0 -------- INLET HOL 000, TROUG H OUTLET HOLE �:9 RIM ELEVATION DETAIL ZtG" FOK CO NOTE DACKFILL WITH d CONCRETE 10 TE'liT 4000 F-11-1. Al TIME OF PELIVERY 7 KEIKFDKCING PA* .-OtAKULAZ MATERIAL 8 _P FKECAOT TOF 4 MITTOM Rl,�ER WTIONq IPENTICAL TO IfTANPAF NOTES: COMCKETE Ww"UE REINFORCED LAYOUT FOR SLAB COMIPACr I.- TROUGH INVERT TO BE POURED BY SEWER CONTRACTOR IN FIELD. 2.- INTERMEDIATE SECTION CAN BE ELIMI- MIN. III NATED TO ACQUIRED MINIMUM DROP OF DETAIL OF FLAT SLAB 3.- ALL MANHOLE SECTIONS TO 13E MONb- 14 T S. SECTION B -B _I�Feel_7S7 'raw. dR LITHICALLY POURED.- ea,11,9 iWNC-41OCK 4.- ALL DROP MANHOLES TO BE REINFORCED M&)4HOLE FRAME 4 COVER, N' PIA. WITH 3' 0' COKE -,4ZI SWN174Rr JfWeRS WITH HEAVY STEEL MESH (AREA OF CIR- Af,41N,46f 0// S CUMFERENTIAL STEEL, 12 Sq PER LIN. FT) EXCEPT BASE (SEE An'Gj all At OCC11 1CWT1 eVA V COUR�E,�) OF DRICK OF, CORCRETE L. %A 0 r. 04 r- r- L. 1 %0 064 0 %. r. I V CONCRETE W_)E ASBESTOS CEMENT, CLAY AND CAST 0SACE94; TO MEET G90E -Tall IRON PIPE. 0 6. -CONCRETE TO TEST 4000 PS.I. AT TIME A OF DELIVERY.- REA OF CIRCUMFERENTIAL 9TEEL, JZ 6a. IM. rEf. UM. FOOT CONCRETE 0ECTION SIDE VIEW B 196719E �,URFXCE VERTICAL FOR IYAFE SAME FRAVE A� ROADWAY I�CEMT 4 PCENI STANDARD L k, ISER SECTION 4 ALUMIMUM OR CA4T IRON 11TE% AZOURP M.M. GROUND OUIZFXE OROUNO OUUACE L MONOLIT91C FOUR ROP9 AT 8"CERIEW ORIGINAL ROCK %RFACE FRONT VIEW OUDW COUPDE ------- /Z//// Sir TOME K�E WgM MECE"�Ry Ji 005 AT Go CENTERS MCKFILL Wirg GRAAULAK SECTION A -A MATERIAL IN PAVEMENT Lu TIZENC9 WIDTH AREA � COMPACT:--�2: DETAIL OF PRECAST CONCRETE MANHOLE W14"MIN. PAYMENT 11MIT-PiUt SANITARY SEWER & DRAINAGE FOIZ PVC PIPE 5EE uj !`PVC PIPE DWPING" MAY. DETAIL PAYMENT 1.1*5 CJJZD LINE N T.C9 Wj E OF PAVEM E N �E; X Ito 120 0. OUTLET WGLE 0 REQ'? 00 2-5-GRAMULAR MATERX Y4'TyPI11L_4 PIWJ, WHERE REQUIREP- TY'PICQAL INROCA' OR C u I_1N5111r49ZC- V4 1' 1,41- J_ (S;ra VC VC 1. Unless otherwise specified Trof tic Control w%all hove letters "TRAFFIC", Fwe Alarm shall have FIMAL GUUNV GRAVE littlers"WPFO"ond Street Lighting shall hove letters "WPSL" coslonlh@Covqt. Thecover will hove no vtnt holes. 2. Minimum cover over ova at be 2* -6" 3, Splice 802 to be Cost with 12) two knoClAcuts TADLE 5HOWING MAX. PAYMENT LINE FOR ?DCK M. DEPTH TO FL. d " FT. R" Z— 0' TO 8' P 416" F"GvADSOKIE-7 .,P+zz, 12. TO Ic. P + 28" - P 4 N" OVER 20' (I;EE VETAIL) . C=> I GMULhR 44, a INLET j MATERIAL Im. DiXTO SUIT FAVEMEAT. �ffx OVER FLOW SIZE OF PIPE Z% 3% OR 4' RIOER I?ECTIOK� -AMV COIARCT FLOW OTANMP M.H. GTE% NLIQ CONC.DLOCK OR — INTERMEDIATE SECTIONS 48-1 PIA. PUILP INV. TO AO C.D. PREMT UNIT — /OP ECIFIEP GW(El pi� ?Elk Mk%UFACTUKEF, ;��NOtl? ON PLANO PIA. Or I HALF Jt1a PIPE IN FIELP I INLET It OUTLET FREC0T AT AMY ANGLE (11EE PLAN V0) FLOW Toe ;0176 FLOW OUTLET PA&r: R* ne ?A, 4,ErTlam T� — — — — — — I el el. - GROUND OUIZFXE OROUNO OUUACE L MONOLIT91C FOUR ROP9 AT 8"CERIEW ORIGINAL ROCK %RFACE FRONT VIEW OUDW COUPDE ------- /Z//// Sir TOME K�E WgM MECE"�Ry Ji 005 AT Go CENTERS MCKFILL Wirg GRAAULAK SECTION A -A MATERIAL IN PAVEMENT Lu TIZENC9 WIDTH AREA � COMPACT:--�2: DETAIL OF PRECAST CONCRETE MANHOLE W14"MIN. PAYMENT 11MIT-PiUt SANITARY SEWER & DRAINAGE FOIZ PVC PIPE 5EE uj !`PVC PIPE DWPING" MAY. DETAIL PAYMENT 1.1*5 CJJZD LINE N T.C9 Wj E OF PAVEM E N �E; X Ito 120 0. OUTLET WGLE 0 REQ'? 00 2-5-GRAMULAR MATERX Y4'TyPI11L_4 PIWJ, WHERE REQUIREP- TY'PICQAL INROCA' OR C u I_1N5111r49ZC- V4 1' 1,41- J_ (S;ra VC VC 1. Unless otherwise specified Trof tic Control w%all hove letters "TRAFFIC", Fwe Alarm shall have FIMAL GUUNV GRAVE littlers"WPFO"ond Street Lighting shall hove letters "WPSL" coslonlh@Covqt. Thecover will hove no vtnt holes. 2. Minimum cover over ova at be 2* -6" 3, Splice 802 to be Cost with 12) two knoClAcuts TADLE 5HOWING MAX. PAYMENT LINE FOR ?DCK M. DEPTH TO FL. d " FT. ALLOWADLE I WIDTH , W* 0' TO 8' P 416" 6 TO It .,P+zz, 12. TO Ic. P + 28" %, To 20, P 4 N" OVER 20' P f 40"__ on each wall. 4 The minimum compressive strengthot the FIELP OR QUARRY �TONE d concrele sholl be 4000P.Li. WEIGHT 100 TO �00 LOO. 5. The Precast Concrele Structure %hall Comply with ASTM spoicificaliam C478 IN FRI�MATIC FORM A�! ducts a-4 conduiih "I projecl 3 he wait. Ducts shall be plugged and conduits shell be threaded and copp*d with an approved bushin is of. 7. A wire support honger sholl be ins.allad of center of each wall face 2.5' below finish grade. Hangers Ilhall be similar to catalogue number C-149 as manufactuied V' 6?AN9 PW by Steel City or approved equal. Costing ondpwor Sholl be equal to PolkfnNa 1130 Finish Grod& 5" aLmioinufactured by llhe CompWI Foundry Ca.HorTison.N J ;;;, 0, 1 �C.01_11 I 41W Aj 4ft..ffAqj4VV I 12 2 Course% of brict --3%. Q11 V a 04 bars 12"at both W* Sao note 7 7 tjF Dvcle nd Ccaduils the required lot t to" 7"- 4 at ip 2 Crushed 3 tam bow "\4.1-djolurbed Molivridol ,LYPj-QAL SECTION. SPLICE BOX DETAIL RIP—RAP DITCH DETAIL S CALE - 1/z 0. 1,. 01' Cross cut with drill how , T Top to be cut square Fimish Grade and polished pet Compacted backfill .h7T 0, 0, Ciass"B"concr'94,, poured against undisturbed Ib material L 6" Min In PROPERTY LINE'MONUMENT STEEL f'THICK STEEL STRAP 2 ANCHOR BOLT 4 (2" WIDE) NUT — n1innnnn I 7 7/iG U U U U U U U DETAIL OF. PRECAST MANHOLE BASE 4' 5TEP CM 5ECTIOR FOR SANITARY SEWER M.H. ';FCTION (ALUMIMUM) STqEL ANCHOR L W9 DETAIL OF CATCH BASIN BOLTS WITH NUTS 01 300OLt-I CONC RETE--" UNDISTURBED GROUND i PIPE R19ER. �EaIOM * ....... r- d, + 0 D 1* -0" LENGTH A9 ORPEREP OR WECIFIEP I I - - MONOLITHIC POUR. NOTE. ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. t MAIN URE 109 KNP 4*0909TRAluff Film iMNE ME WHERE MECEOMY MAIN LIKE I SLOPES 20 TO 35% NOT OVER 36� CENTER TO CENTER TRENCH MIN. WFE 4'Le I% G'11? 1% SLOPES 55 TO 50 %. NOT OVER 2 4' CENTER TO CENTER. SLOPES 50% AND GREATER NOT OVER 16' CENTER TO CENTFR' DETAIL OF PRECAST CONCRETE FIRST ANCHOR TO BE PLACED AT THE BELL OF THE FIRST 0 0 LENGTH OF PIPE LEAVING MANHOLE. OR AS DIRECTED, By THE ENGINEER BASE FOR MANHOLES CKW)HEP tiTOXE OR 6RAVEA. *�PVJNG CL971 OF AME TO PE INCL IN PRICE PIP W Plr,- ANCHOR DETAIL ELEVATION NRAIGHT PIPE HO&E 09ECTION Z8' Stanolan:i )7,-c,1a-nqu1cr C�ra/& !/4 Nilh Cas� lroo jl��ume 300 fir-Ap MACHU FACE0 Campbell Foundl- 0. # 17= r= MAIM LINE'�PEWEZ WYE 09 TEE IN Mk% LINE FLO ?4' 04"7 NO. 1104 9 - C.4A1P9fz1 foamoRy ce A17 Povel;-ze,-;,1 wlll? 4,-1 3 0 /V0. 0 7 - tX1Y,09,_-Z I I -,1.0V.09 Y (AOR PLAN S,41V1,r,4RY XeWZ95) ELEVATION CIRCULiF DELL TYPE MME AMP ----- Tr_ DETAIL OF HOUSE CONNECTION AT GRADE COVEK CAMFBEIL FOUNPRY CO -011r R 'no 91' AfXRI<� �1,W6f "OLEO 01f 14S IfIvaIRI&O gy 0 Pbt1&,-,Pve,7/ - 911-eom,41ouv GI-almy 00.1,111de Pt? y 5'1, - ac 7401-79 U/010- t9t6el G�_ahhg 0 0 0 PO Y PO kl�7 PLAN 8 icl r ir or M.H. COVER—DRAINAGE nc. A qAK]ITAPV I _j 'S. 0 & j -A Prect7qk co/?C, C 43. H =,v Rk /sea, 21, 1gg.9 # KUV "mSTATS 10 "71 RY B t t OWE --- VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y ,izz _z Alew Ynek-sn-gre ZIEFIvaeo Reo,40-5 slamq eN(51Ne9',e 471 - — I 'I n igTAiL_Q NOA�: rop A11.40ipeap 01, -/c_/// X17 jOVa 4!5 aln6pe" 755 0 o To 7 0-p a"lp eap 6holl Be 71gi-1711Y A� W112. 4101e1177C eZ1. IC�Ay Nall4lkf 97OL17e ghallg&_ a co 46 / 5 Much ,�s galva,c c 7c- y7'&1z-_ 7c 1-5e- "cov ocid 45 10171 660 Raelca' / "4er 2 cov 2 6,rade 70- 491 -all? 75- 70 -lo al',� 1017 0171 940U/ ,0 V /on/ Z�) ed a781 ra L12 0/0'. C, 5 lee A- /0 lonl 'Llmdalalls Ion lonl 213 X, 12 Corr 12 '�;a- 91Z7C&7(5_> Dl -al;? 1> eip )Po c h 0. e2 /0 elp PRO - CULVERT PLAN CULVERT NOTES: Q SCALE 1"=5' 1. BEDDING SHALL BE FIRM AND CAREFULLY SHAPED TO FIT CONTOUR OF PIPE INVEPT. 0,51976 (,,�e2chc>r j'o Z aw /50 IF UNSUITABLE MATERIAL IS ENCOUNTERED OR FILL IS REQUIRED, SELECT GRANULAR MATERIAL SHALL BE USED FOR FILL OR TO REPLACE THE UNSUITABLE REMOVABLE AREA. 0 Fnrc /_?0 e� r d 1�hm 41 4:5�ao& 75 2. BACKFILL SHALL BE SELECTED GRANULAR MATERIAL TO 2.0' OUTSIDE OF CULVERT. IT SHALL 45'rOU74 0 15�9 lye 'Of /X Xr. TO / DR 4�� 'elp Raw BE PLACED IN 6" LAYERS AND SIMULTANEOUSLY WITH ROADWAY FILL. A MINIMUM OF 95% OF -FOR TE-1bTI Q REQUIREME T9. STANDARD PROCTOR MAXIMUM DENSITY WILL BE REQUIRED. 5EE NOTE it5 5Z 97IR 14. ALL EMBANKMENT MATER I AL SHALL BE PLACED AND SPREAD I N L I FTS OF LIN I FORM Li Z ow IQ21�7 CU ERT (c E� >� '_"ON.TtN_ILt D) THICKNESS, THEN UNIFORMLY COMPACTED. 0 BURY THE CULVERT TO EQUAL DEPTHS 3. BACKFILL SHALL BE DEPOSITED PROGRESSIVELY T ON BOTH SIDES. 11. THE ENGINEER SHALL CONCLUDE FROM VISUAL TE SArIIEN DENS6 TESTS ARE 15. THE EXISTIN6 EMBANKMENT FOUNDATION SILW-L BE STRIPPED OF ALL VEGETATION, I NSTF L I TAT 1, R! TY NECESSARY. THE CONTRACTOR SHALL ASS I ST SUCH TESTS. ORr3ffi1C AND UNSUITABLE MATERIAL. CONTINUOUS AND THOROU6H TESTING SHALL BE PROVIDED TO INSURE THAT THE, BEDDiN6 OF PIPE AND COLLARS. yr—,6-1 ro? 7 1W Yr. 4. ROADWAY fILL ADJACENT TO THE CULVERT SHALL BE 90% STANDARD PROCTOR 16. �W TAMPI,N6 SHALL BE PERMITTED ONLY IN SPECIFIED DENSITY IS ACHIEVED. #5 FOR TE�?TIN� R MAXIMUM DENSITY. 5EE NOTE EQUIREMENTb. oil 70-10 5011 "�e& ed 12. TFE ACCEPTABILITY OF ALL FILL OR BORROW MAIERIAL 94ALL BE SUBECT TO THE 17. WHERE CONSTRUCTION EQUIPFM IS ALLCVF-D TO CROSS OVER PIPES, ADEQUATE APPROVAL OF THE ENGINEER AT ALL THES. PROTECTIVE COVER OF COMPACTED S!"ECIFIED MATERIAL SHALL BE PROVIDED. ANY EPLACED BY THE CONTRACTOR AS PIPE DWA6E OR DISTURBANCE _wALL BE R On on Z) !b. CERTIFIEP COMPACTION TEff RE(bULTq) IbMALL 13E �UDMITTEP TO THE VILLAK ENG. FOR R.EVIEW, DIRECTED BY THE EN61NEER. 13. AIL EMIBANKMENT MATERIAL SI-IALL CONSIST -OF SUITABLE VATERIAL HAVING NO -NOTES CONTINUED) PARTICLES SEE BELOW GREATER TRAIN 6 INCHES IN MAXIKX DIVENSION AND CONTA I N I N6 MATERIAL APPROXIPATELY 107. PASSING NO. 200 SIEVE SIZE. 59-57+ 5ce Alohes 4c :?a - - '7a 7 17- el) RIO. 0 rO 19f elD Fc?,O �j J_ ........................................ ........................................... gl-L real., oed ----------- _7 ------- T ........... V. 6Z9 32 25 9",5 6 ae'� v '55 56 L T 150" 1 -LF�� 44 lyooe 15c>11'5 57a 6 "'glab t7 ac 121'9CP CaleleV-1' 7 le 51ab Slab Sca,�cr \J= A/& lor0,D05Cd X?",O R, 2; '2;r , re0177 z - - 6"`-5a.,'7d 906C ::)A f P 0A, -711,11 cj'/' 0"" 3a I- q'I 51ab 16 - � - 71, ? /*' 61b, 6 20 1- 6 "' 51ob 'Dry '5to-'7c 6c ao slamcll gage ase ,_fe12z-a0' 6"017C. 61�5e177C,? 7' Fole 7_,4_-'U1VA�' 5E WEe ReO 7-,�57C 7-101V iZ 7r_ejn�`,5culer Crossw7q Pa7'41177 �57 78 7h'e '��rllea6&all (SCC D101011 DWq. 3-5A761dC7'01Z SCIOW) j7 CULVERT PROFILE Top 01-lelpeqp 6Z. 797 _;1'.;,PACh7f 90c, Bol -7Y NIC& 9/0/,5 117 SCALE 1''=5' ;11 10/0 ell 1. L AIPC. a0111d171%e0'1-_1_a11Xhee1 LgLap- 4fc1a19a170'1'5_9r C1276511�1� 61-OZI led leo 'aalo y 00 A0 9 �_a 7'9 9_'d -lonI k �7' -6/ 6419 9 60 /-/;79 e5AOU"701 lt7V E1 69, 0 J01 117 Zap /Ow 7_ V 0/p P10/0 -71 7 mgflzij�i Iry v1,57'i17q p 16- Z/ W11h Z a? 5. /0- a ee- + q/ //7(/ 372 L NO -zNT['SEEP COLLAR, �A 4— '�QQRRUGATED METAL DIAPHRAGM &117140'rCh79 75-1101C01 'Fln 45m�acl 7bvooil 5�e -qeco� To PIOCO 45,_VI511�7g 151�1177 #6 4'-OC17 /ca -CC 6'6 6 1-3 3 �-,3 "" 9 lecjl,2 I, arel�7g 7y �-av` 15ee 9 .-V// SOUTH HEADWALL 0, SCALE 1''=5' NORTH HEADWALL 60 VE E& (CONTINUED) CUL A_T�:NOT 'fvi5 ill7g 15kl�5h�?g TI -1,417e selwer SCALE 1"=5' 10171,5 6. CONSTRUCTION INSPECTION AM COMPACTION TESTING FOR THE PLACEWNTOF THE j 411 C017Crel'-C clags N Y'50001061' CULVERTS AND EMBANKMENT SHALL BE PERFORMED BY A LICENSED PROFESSIONAL 3OCkl-'"111 Wl�� 50IAablC 511-esS 0 EN61NEER. 7. ENGINEERIN6 REPORTS SHALL BE REQUIRED ON MATERIALS MONITORIN6, PLACEMENT AND TESTING. THIS -INSPECTION PR06RAM SHALL BE PERFORMED FOR THE 141 1�512 IFFMTANT INITIAL PHASE, SEVERAL INTERMEDIATE PHASES, AND THE FINAL qq a 6 X4 - D /0 1,012 PHASE. COPIES OF THE REPORTS S14ALL BE SENT TO TI -E VILLAGE EN61WER AND '510. /0 '5 40 (0 12' 43RRS 0 4- 0, C.) N.Y.S. D.E.C. R 11-2V. 62 0 0 all 15�"Iacicl 1 z2a,441172 Z:1 &Z el;o leolo SI -4a. 12-1-00 70 Al - 4�_/ 471. 6- 29 1V&01- 9A0v-/77 50 T Z� POW9 8. DETERMINATION OF MATERIAL SUITABILITY,AND COPIPACTION Ft-THODS SHALL BE MADE BY TESTING DURIN6 THE IMPORTANT INITIAL PHASE. 5e 7�e 6 30 gee Devc?. 9. THE CONTRACTOR SHALL DETERMINE THE TYPE, S17F AND VE16HT OF COMPACTOR ffST SUITED To Do THE WORK, SELECT AM CONTROL LIFT THICKNESS, EXERT ;rao Ic ';�2'f 24 "Is tyro /V PROPER CONTROL OVER MOISTURE CONTENT OF THE MATERIAL AND OTHER DETAILS a a 4v NECESSARY TO OBTAIN SATISFACTORY RESULTS. �4 (/7 y-/? POND EDGE TREATMENT 9-'e57023. 7, r-elne k 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY PLACE AND COMPACT ALL CORRECT ANY DEFICIENCIES SUITABLE MATERIAL IN THE BAW�A�SECRTIDN AND mg u Tim Onm mqFFirj% COMPACTION OR RUDDIN6 OF SUCH SCALE 1"=5' V MATERIAL. 117 lzbO�11793 elf 60 j C11W5. /511 f5z z Alt Z/ &2 .. .. .. .. .. .. .. .. 7-y�� (Typ.) Flrl77 ,F0U1-7da7L10,17 6"', 67rallel Bed 10r'or 7o- Rlac;12�7 7o -p Slab . . . . .......... ........ -Al NeW YORA'S7,,97,5 41C�6W6,TO Reoce,5510N,94 A161 �EEe TRUNK SEWER PROTECTION. 0 C H A N N E L SIT CT 10 N S N. r 5. of e�Z4�t�_ — - 4 4 7rl 74ef k_Q_S��e SCALE 1"=5' le'�- 4115601 way /91 /999 1pcv/seol 4pr -,el, MW 0074& 'ecillseoe War, F 57 FRYE BROU'"N' ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y 2 — 60 if CULVERT PROFILE AND DETAILS DATE JAN. Ic?E39 I SCALE AS NOTED I DRAWING NO. s.q CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK \a V /on/ Z�) ed a781 ra L12 0/0'. C, 5 lee A- /0 lonl 'Llmdalalls Ion lonl 213 X, 12 Corr 12 '�;a- 91Z7C&7(5_> Dl -al;? 1> eip )Po c h 0. e2 /0 elp PRO - CULVERT PLAN CULVERT NOTES: Q SCALE 1"=5' 1. BEDDING SHALL BE FIRM AND CAREFULLY SHAPED TO FIT CONTOUR OF PIPE INVEPT. 0,51976 (,,�e2chc>r j'o Z aw /50 IF UNSUITABLE MATERIAL IS ENCOUNTERED OR FILL IS REQUIRED, SELECT GRANULAR MATERIAL SHALL BE USED FOR FILL OR TO REPLACE THE UNSUITABLE REMOVABLE AREA. 0 Fnrc /_?0 e� r d 1�hm 41 4:5�ao& 75 2. BACKFILL SHALL BE SELECTED GRANULAR MATERIAL TO 2.0' OUTSIDE OF CULVERT. IT SHALL 45'rOU74 0 15�9 lye 'Of /X Xr. TO / DR 4�� 'elp Raw BE PLACED IN 6" LAYERS AND SIMULTANEOUSLY WITH ROADWAY FILL. A MINIMUM OF 95% OF -FOR TE-1bTI Q REQUIREME T9. STANDARD PROCTOR MAXIMUM DENSITY WILL BE REQUIRED. 5EE NOTE it5 5Z 97IR 14. ALL EMBANKMENT MATER I AL SHALL BE PLACED AND SPREAD I N L I FTS OF LIN I FORM Li Z ow IQ21�7 CU ERT (c E� >� '_"ON.TtN_ILt D) THICKNESS, THEN UNIFORMLY COMPACTED. 0 BURY THE CULVERT TO EQUAL DEPTHS 3. BACKFILL SHALL BE DEPOSITED PROGRESSIVELY T ON BOTH SIDES. 11. THE ENGINEER SHALL CONCLUDE FROM VISUAL TE SArIIEN DENS6 TESTS ARE 15. THE EXISTIN6 EMBANKMENT FOUNDATION SILW-L BE STRIPPED OF ALL VEGETATION, I NSTF L I TAT 1, R! TY NECESSARY. THE CONTRACTOR SHALL ASS I ST SUCH TESTS. ORr3ffi1C AND UNSUITABLE MATERIAL. CONTINUOUS AND THOROU6H TESTING SHALL BE PROVIDED TO INSURE THAT THE, BEDDiN6 OF PIPE AND COLLARS. yr—,6-1 ro? 7 1W Yr. 4. ROADWAY fILL ADJACENT TO THE CULVERT SHALL BE 90% STANDARD PROCTOR 16. �W TAMPI,N6 SHALL BE PERMITTED ONLY IN SPECIFIED DENSITY IS ACHIEVED. #5 FOR TE�?TIN� R MAXIMUM DENSITY. 5EE NOTE EQUIREMENTb. oil 70-10 5011 "�e& ed 12. TFE ACCEPTABILITY OF ALL FILL OR BORROW MAIERIAL 94ALL BE SUBECT TO THE 17. WHERE CONSTRUCTION EQUIPFM IS ALLCVF-D TO CROSS OVER PIPES, ADEQUATE APPROVAL OF THE ENGINEER AT ALL THES. PROTECTIVE COVER OF COMPACTED S!"ECIFIED MATERIAL SHALL BE PROVIDED. ANY EPLACED BY THE CONTRACTOR AS PIPE DWA6E OR DISTURBANCE _wALL BE R On on Z) !b. CERTIFIEP COMPACTION TEff RE(bULTq) IbMALL 13E �UDMITTEP TO THE VILLAK ENG. FOR R.EVIEW, DIRECTED BY THE EN61NEER. 13. AIL EMIBANKMENT MATERIAL SI-IALL CONSIST -OF SUITABLE VATERIAL HAVING NO -NOTES CONTINUED) PARTICLES SEE BELOW GREATER TRAIN 6 INCHES IN MAXIKX DIVENSION AND CONTA I N I N6 MATERIAL APPROXIPATELY 107. PASSING NO. 200 SIEVE SIZE. 59-57+ 5ce Alohes 4c :?a - - '7a 7 17- el) RIO. 0 rO 19f elD Fc?,O �j J_ ........................................ ........................................... gl-L real., oed ----------- _7 ------- T ........... V. 6Z9 32 25 9",5 6 ae'� v '55 56 L T 150" 1 -LF�� 44 lyooe 15c>11'5 57a 6 "'glab t7 ac 121'9CP CaleleV-1' 7 le 51ab Slab Sca,�cr \J= A/& lor0,D05Cd X?",O R, 2; '2;r , re0177 z - - 6"`-5a.,'7d 906C ::)A f P 0A, -711,11 cj'/' 0"" 3a I- q'I 51ab 16 - � - 71, ? /*' 61b, 6 20 1- 6 "' 51ob 'Dry '5to-'7c 6c ao slamcll gage ase ,_fe12z-a0' 6"017C. 61�5e177C,? 7' Fole 7_,4_-'U1VA�' 5E WEe ReO 7-,�57C 7-101V iZ 7r_ejn�`,5culer Crossw7q Pa7'41177 �57 78 7h'e '��rllea6&all (SCC D101011 DWq. 3-5A761dC7'01Z SCIOW) j7 CULVERT PROFILE Top 01-lelpeqp 6Z. 797 _;1'.;,PACh7f 90c, Bol -7Y NIC& 9/0/,5 117 SCALE 1''=5' ;11 10/0 ell 1. L AIPC. a0111d171%e0'1-_1_a11Xhee1 LgLap- 4fc1a19a170'1'5_9r C1276511�1� 61-OZI led leo 'aalo y 00 A0 9 �_a 7'9 9_'d -lonI k �7' -6/ 6419 9 60 /-/;79 e5AOU"701 lt7V E1 69, 0 J01 117 Zap /Ow 7_ V 0/p P10/0 -71 7 mgflzij�i Iry v1,57'i17q p 16- Z/ W11h Z a? 5. /0- a ee- + q/ //7(/ 372 L NO -zNT['SEEP COLLAR, �A 4— '�QQRRUGATED METAL DIAPHRAGM &117140'rCh79 75-1101C01 'Fln 45m�acl 7bvooil 5�e -qeco� To PIOCO 45,_VI511�7g 151�1177 #6 4'-OC17 /ca -CC 6'6 6 1-3 3 �-,3 "" 9 lecjl,2 I, arel�7g 7y �-av` 15ee 9 .-V// SOUTH HEADWALL 0, SCALE 1''=5' NORTH HEADWALL 60 VE E& (CONTINUED) CUL A_T�:NOT 'fvi5 ill7g 15kl�5h�?g TI -1,417e selwer SCALE 1"=5' 10171,5 6. CONSTRUCTION INSPECTION AM COMPACTION TESTING FOR THE PLACEWNTOF THE j 411 C017Crel'-C clags N Y'50001061' CULVERTS AND EMBANKMENT SHALL BE PERFORMED BY A LICENSED PROFESSIONAL 3OCkl-'"111 Wl�� 50IAablC 511-esS 0 EN61NEER. 7. ENGINEERIN6 REPORTS SHALL BE REQUIRED ON MATERIALS MONITORIN6, PLACEMENT AND TESTING. THIS -INSPECTION PR06RAM SHALL BE PERFORMED FOR THE 141 1�512 IFFMTANT INITIAL PHASE, SEVERAL INTERMEDIATE PHASES, AND THE FINAL qq a 6 X4 - D /0 1,012 PHASE. COPIES OF THE REPORTS S14ALL BE SENT TO TI -E VILLAGE EN61WER AND '510. /0 '5 40 (0 12' 43RRS 0 4- 0, C.) N.Y.S. D.E.C. R 11-2V. 62 0 0 all 15�"Iacicl 1 z2a,441172 Z:1 &Z el;o leolo SI -4a. 12-1-00 70 Al - 4�_/ 471. 6- 29 1V&01- 9A0v-/77 50 T Z� POW9 8. DETERMINATION OF MATERIAL SUITABILITY,AND COPIPACTION Ft-THODS SHALL BE MADE BY TESTING DURIN6 THE IMPORTANT INITIAL PHASE. 5e 7�e 6 30 gee Devc?. 9. THE CONTRACTOR SHALL DETERMINE THE TYPE, S17F AND VE16HT OF COMPACTOR ffST SUITED To Do THE WORK, SELECT AM CONTROL LIFT THICKNESS, EXERT ;rao Ic ';�2'f 24 "Is tyro /V PROPER CONTROL OVER MOISTURE CONTENT OF THE MATERIAL AND OTHER DETAILS a a 4v NECESSARY TO OBTAIN SATISFACTORY RESULTS. �4 (/7 y-/? POND EDGE TREATMENT 9-'e57023. 7, r-elne k 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY PLACE AND COMPACT ALL CORRECT ANY DEFICIENCIES SUITABLE MATERIAL IN THE BAW�A�SECRTIDN AND mg u Tim Onm mqFFirj% COMPACTION OR RUDDIN6 OF SUCH SCALE 1"=5' V MATERIAL. 117 lzbO�11793 elf 60 j C11W5. /511 f5z z Alt Z/ &2 .. .. .. .. .. .. .. .. 7-y�� (Typ.) Flrl77 ,F0U1-7da7L10,17 6"', 67rallel Bed 10r'or 7o- Rlac;12�7 7o -p Slab . . . . .......... ........ -Al NeW YORA'S7,,97,5 41C�6W6,TO Reoce,5510N,94 A161 �EEe TRUNK SEWER PROTECTION. 0 C H A N N E L SIT CT 10 N S N. r 5. of e�Z4�t�_ — - 4 4 7rl 74ef k_Q_S��e SCALE 1"=5' le'�- 4115601 way /91 /999 1pcv/seol 4pr -,el, MW 0074& 'ecillseoe War, F 57 FRYE BROU'"N' ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y 2 — 60 if CULVERT PROFILE AND DETAILS DATE JAN. Ic?E39 I SCALE AS NOTED I DRAWING NO. s.q CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK k RECONSTRUCTION NOTES: 1. THE CROSS SECTION OF THE EXISTING DAM AND THE ELDIATION OF THE ROCK L INE UNDERTHEDAM ARE APPROXIMATE,BASED ON F IELD MEASUREM jNTS, PROBES, AND TEST PITS AS SHOWN ON THE 'PLAN. ACTUAL FIELD CONDITIONS VAY VARY; THE CONIRACTORSHALL PERFORM THE MIRK I N ACCORDANCE WITH FIELD CONDITIONS., 4d 2. (CONTINUED) / 5# 0 ALL CON5TRUCTIOW INSPEGTION AND MATERIAL TESTIN6 SHALL 2. RECONSTRUCTION WORK ON THE DAMWILL BE DONE UNDER THE SUPERVISION BE PERFORMED BY A LIGEM5ED PROFES510MAL ENGINEER. PERIOD16 OF AN INSPECTOR DESIGNATED BY THE OWNER. NO CONCRETE POUR IS TO BE ENGINEERING ffPORTS 5HALL- BE PREPARED ON PERFORMED WORK. COMiJ,'ENCEIJ UNTIL THE SITE AND ALL PREPARATORY WORK HAVE BEEN COPIES OF THESE REPORT5 SHALL BE SENT TO VILLA&E ENGINEER APPROVED BY THE INSPECTOR. - AND N). Y. S. D. E. C. 3. ANY EXCESS MATERIAL REMOVED OR DREDGED DURING RECONSTRUCTION OF THE DAM IS TO BE STORED ONSITE FOR GRADING PURPOSES THROUGHOUT THE A PROJECT. New 12 .1 4. IF READY -MIX CONCRETE IS USED, PLANT CERTIFICATION OF EACH' TRUCKLOAD WILL BE SUFFICIENT TO VERIFY THE MIX. IF THE CONTRACTOR A eo 2,g 1-12 11 MIXES THE CONCRETE ON SITE, HE SHALL PROVIDE, MAINTAIN AND OPERATE Nex /6 /% E0JIPMENT- AS REQUIRED TO ACCURATELY DETERMINE AM CONTROL THE lfl�7 .945,,:10 Yalve 61eeile P7 y 54 tg,-`5� _-3/ .5. CONCRETE SHALL BE ADEQUATELY MIXED TO INSURE UNIFORM CONSISTENCY AND GRADING WITHIN AND AMONG BATCHES.- ANY CONCRETE RETAINED IN 0#2 MIXERS SO LONG AS TO REQUIRE ADDITIONAL WATER TO PERMl I T SATISFACTORY PLACING SHALL BE WASTED. CONCRETE SHALL CONTAIN NO 4� Fp,� ill�y 12 1�4 lc�b e ADMIXTURES OTHER THAN A STANDARD AIR -ENTRAINMENT AGENT UNLESS APPROVED BY THE INSPECTOR. 6. CONCRETE YOUNGER THAN 7 DAYS SHALL BE MAINTAINED AT A TEMPERATURE BEIVIEEN 400 F. AND 900 F. AT ALL I IMES. 0 7. ALL POURED CONCRETE SHALL BE CURED WITH WET -DOWN BURLAP.. E A� POLYETHYLENE SHEETS, OR APPUED LIQUID MEMBRANr_,,UNTIL COMMENCEMIENT 12, 0 q1l 20 OF THE NEXT ADJACENT POUR WHERE APPLICABLE, AND FOR 14 DAYS c ELSEWHERE. IF MEMBRANE CURING IS USED ON SURFACES THAT ARE TO COME' G �4j r (1 0 IN CONTACT WITH A FUTURE CONCRETE POUR, THE MEMBRANECOATING� SHALL 15 P L A N ED BE SANDBLASTED OFF AND THE SURFACE CLEANED JUST PRIOR TO PLACEMENT OF I HE NEXT POUR. 3cole 8. -CONCRETE AND REINFORCING BARS ARE TO BE PLACED 10 THE DIMENSIONS SHGV%N,ON THE PLAN, WITHIN ± I -INCH TOLERANCE. ED ED G 5PX�WAY 9. FORM TIES SHALL BE RECESSED A MINIMUM OF TWICE THE TIE DIAMETER ip BELOW THE FACE OF THE CONCRETE, AND THE SURFACE PATCHED WITH NON - SHR I NK GROUT. 10. STONE AND ROCK SURFACES TO CC?4E IN CONTACT WITH POURED CONCRETE SHALL BE CLEANED AND PREPARED FOR A GOOD BOND BY MEANS OF SM - BLASTING TO A CLEAN SURFACE, FOLLOWED BY REMOVAL OF ANY RESIDUE. EM SURFACES SHALL BE LIGHTLY NET DOWN IMIMEDIATELY PRIOR TO PLAC iENT OF CONCRETE. 11. CLASS "B" CONCRETE SHALL BE POURED IN LIFTS OF 4-1/2 FT. MAXIMUM q1 210 HEIGHT, WITH 72 HOURS ELAPSED TIME BETWEEN LIFTS. EACH LIFT SHALL - BE POURED IN A "STAIRSTEP." ARRANGEMENT OF THREE 18 -INCH LAYERS, _L_ . ...... . ... C-4"coftv 71r, W I TH EACH LAYER V I BRATED ADEQUATELY TO EL -I M I NATE V 0 1 DS. ANY LOOSE 457 v 0. C, COBBLES. IN EACH LAYER SHALL BE SHOJELED BACK INTO.ITHE MASS OF THE - 5iale Face 401voichsxl�ilt v- 7. 2 LAYER TO AVOID SEPARATION', It AN 6 Bars (5 6:,a c. 12. INTERFACES BETWEE_N_LAYERS IN EACH LIFT SHALL BE KEPT MOIST', BY //0 MEANS OF AIR -WATER FOG NOZ-4-ES IF NECESSARY, TO INSURE AGAINST COLD 77.0 C 0+, JOINTS.. INXRFACES BE EN,,�IFTS SHALL BE CLEANED OF ALL LAITANCE All (,rollt6 20 AND LOOSV MATERIAL AND LI*TLY WET DOWN IMMEDIATELY PRIOR TO -S. cx�e170(w;ih New io R�aw- If -) -_ - , PLACEMEN� OF THE NEXT LIFT, TO INSURE GOOD BOND BETWEEN LIFT % 19 4r* 13. AFTER /COMPLETION OF THE DAM, TM SITE SHALL BE REGRADED, SEEDEDf AND MSTORED TO MATCH EXISTING. �0 V, VA, __j *1ve box to gelval�7 por Doiwil oy -v v i'lllwly� llo4 /Poe 71 1h -AF0jr. Masanry filco C04C, 14zee4d Nl?h New z�� A��ar c� L 1�7e mp. t�- I \1� M co I fav Ja z Y/s yl� DaV4 3 0 MAIER11 ALS NOTE s c V\ I MIn. 1. MORTAR SHALL CONFORM TO THE REQU I RFJ,,',EN *S OF ASTIVI C270, TYPE M. IL 2. ALL STEEL REINFORCING BARS SHALL BE EP Y COATED, AND SHALL CONFORM 1� t -------- �_ s ;r3, TO THE REQUIREMENTS OF ASTIVI A615, GRADE kO. HORIZONTAL BARS SHALL j 4 4 ASStlk4i�d klodc L'o oc�, *j o9ol 3 140 W_ BE LAPPED 2 FT. MINIMUM; LAPS IN ADJACENI\BARS SHALL BE'STAGGERED. n ;112! :1 -4 7L 0, 7 L-2- __ 4L t v 1 6 ROC4- L�2e (�7goer con/ r7c 61 la" �<, �: 3. GROUT FOR DOWELED -IN REINFORCING BARS SM% -METALLIC,'NON- pon M BE A NON -7 6 ;�3(caval�01? Ail, 27 1'770 SHRINK CEMETITIOUS MATERIAL MICH, M XED WITH WATER, WILL 4ssuo eel Roc --4- &�?e Xv 11-0 ffmm I y- 27 e:1 , HARDEN RAPIDLY 10 PRODUCE A PERMANENT ANCHOR&NG BOND. THE MATERIAL v T 1 0 N -7 El, (5 57, 0 Y-(Ivorjp�7�0 SHALL CONTAIN NO MORE THAN 0.05% CHLORIDES 5% SULFATES, HAVE A MINIMUM INITIAL SET OF 30 MINUTES, AND ATTAIN A MINIMUM SEVEN-DAY < Aocpw� c", 1_RL_,3,31VL_ 01IM-HUln Ul DUUU LUOo/Otac Ills _�>ro/7c 4. STONES FOR MASONRY SHALL BE SOUND, DURABLE, V41TH ROUGHLY SQUARED SIDES, AND WELL BEDDED IN MORTAR. MASONRY SHALL NOT BE C6NSTRUCIED /L&'10 prop, 610tie 4j WHEN THE AMB I ENT TEMPERATURE I S BELOW 40" F. F, 91,20 D ? CONCRETE MIX SHALL CONFORM TO T IE il�76 6 tona Cop 7t- CLASS "All CUSS "B's loo� 0 TYPE 11 PORTLAND CEMENT, LBS/C.Y. 606 352 z S 11), % OF TOTAL A66REGATE (SOLIDVOL.) 36.2 28,.0 Q AP. 0�51<145tl�7; 6�9 -.9 0 TER/CEMENT RATIO, BY WEIGHT 0.46 0.58 ai� L;negl, go,opt A C411 Ll�a El, 30, 00 _s6 A Cowa ete CONTENT" % 7.0% ± 1% 3.5% ± 1% -1 T F/X/�i/�q round Litie If - SLUMP RANGE, I NCHES 2.5-3.5 1.5-2.5 Y, Tpe ole:pq, �*o�lllolq 1/, 3726 4.57jilmED Rock 'z//v,6 �5ec Eleua COUR�E AGGREGATE GRADATION SHALL*BE AS FOLLOWS: Roe* L/kc �0 loaz�_h 1EX4 ill;T CaZ Ljl7a fl, 56, 00 GENERAL LIMUS, % PASSING 1:3) E C T I O'k D D It N Ell gel 2� SIEVEll SIZE CLASS "All CLASS "B" 16 12g 1�,a6o�r V # rO A0111-6 2'_ 0 10, No-le,�_,411 be�oils o 3. ,4 100 -D MI�7 _nbl loam If/ 2� 100 68-90 -100- -72 All Jointi iobc 44 93 -58 .47 -35 CONSTRUCTION SEQUENCE: 1/2, 27 14 SECTION A -A Of 1/4.' 0-8 0-5 6 r, a le, �5, a"cri� ze 1. OPEN LOWER DRAIN PIPE, DRAIN'POND; DREDGE SILT AND EXCAVATE FROM C/, 9/t, COURSE A66REGATE SHALL -CONSIST OF CLEANDURABLE GRAVEL, CRUSHED 1 94, c—ci REAR FACE OF DAM DOWN TO ROCK FOUNDATION". �STONE, CRUSHED GRAVEL OR CRUSHED AIR-COOLED BLAST FURNACE SLAG, FREE OF DIRT OR OTHER DFLETERIOUS SUBSTANCES. CIO/ min, 2. EXTEND LOWER DRAINPIPE NORT[*IARD, TO CLEARPROPOSED DAM EXTENSION; PROJIDE GRADING AND SUMP TO INTERCE PT ALL NORMAL BROOK FLOW. 6. THE WATER USED IN CONCRETE, MORTAR, AND GROUT SHALL BE POTABLE, �a 3. REMOVE TOP OF EXISTING DAM TO INDICATED ELEVATIONS; REPAIR AND CLEAN, AND FREE FROM OBJECTIONABLE QUANTITIES' OF SILT, ORGANIC REPOINT SECTION OF EXISTING DAM WHICH IS TO REMAIN. MATT ER, ALKALI, SALTS, AND OTHER IMPURITIES. Na + 4. DRILL AND GROUT REINFORCING BARS IN ROCK FOUNDATION AND REAR FACE fl, 7 7, 00 Zt;6�117g /Va60�%,y 'Ell 7 L E S7 f /V D CL7 OF EXISTING DAM, AT LOCATIONS AND SPACING INDICATED. P7q Me loal_� Z�o lf:eli�01�7 5. CLEAN SURFACES AGAINST WHICH CONCRETE WILL BE POURED; PLACE RE - F9005 L OC,4 7710N 1r-1 01 ae CD 1 NFORCING, FORMUP AND POUR MASS CON ETE 'CLASS "B") IN LIFTS, FULL LENGTH OF DAM, UP TO ELEVATION 85.25; EXTEND UPPER DRAIN PIPE NORTH - &i WAR D TO CLEAR PROPOSED DAM EXTENSION PRIOR TO POURING LAST LIFT. ID POUR CLASS ."A." CONCRETE ABO/E Exl�il,�q 6. PLACE REINFORCING,- FORM UP AN 7567 101T LOCATION 41010rolzimale /fOC14 �/�c b ELEVATION 85.25, PRICVIDING VERTICAL CONSTRUCTION JOINTS AT 30 FT. r 41, 7f, 50 MAXIMUM SPACING ALONG DAM; PRCVIDE EXTENSION SLEEVE AND HANDLE FOR UPPER DRAIN PIPE VALVE; PROVIDE SMOOTH WOOD FLOAT FINISH TO ALL Y1,11age g117 - 2s T 0 - . . . 4 p UNFORMED SURFACES. 2'/0 #ole �or # 6,641r6 rl OcP TAT E S o�WgUCTION J011VT e);5�v, z. RYE BROOK E, Cj CL VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N. Y E)(cava4ion �ro b a Au� #27 1150 SECTION B'- B DAM RECONS01nRUCTION wo Ele vo rl�w SCALE DRAWING NO. 'prepared 6y: mo DATE /vo /nE, I , JAN. 1989 AS NOTED S-10 11 aeoew L*2 2 0 "a a-, CAIIA95. sezzs INC. ,411 qztal-e (212, Zx" + CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK NeW yoe,< 5; r, 9 7 -Z IC, 6 A /5, ED e4 0) � =-S S1 ONAY evaweee &111,6cd '00y ?Z?3 Ne�? CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. WMO WVM MCE TO BE FASTE?4ED SECURELY PM: STEEL Em" T OR U A LL CONT.ROL MEASURES FOR EROSION AND SEDIMENTATION SHALL COMPLY WITH TO PENCE POSTS WITH,WIFtE TIES OR STAPLES. TYPE OR Z- KVMW= 2. Rua amwro BE FAneam wwa-Y To FEWE: WIU, tMIA, B) WEEKLY INSPECTIONS OF IN-STREAM-CONTaOL MEASURES. WfiN WITH TIES SPAM ING I EVW AM MrD SECTICN. FEAM 3. %iE N TWO SECTIONS OF Fiva amH RUER $M X, 2. A&MIN MD -1 UnU THU %*U BE OVER- la� I ST I MOVED REPRESENTATIVE, I.E. THE SITE ENGINEER, OR THE CONTRACTOR, FO LA"M BY SIX INCHES AND FOLDED. V= IVOR 4. Fkiwmim %*LL BE mizmw As "PFFAK UNIT: '*I "AB, REPLACEMENT. In"la-MIAL MOVO WH134 MELM SILT PENCE. IMMICE, CR IN ME WOVEN YRRE FENCE (MIN. 14 1/2 GAUGE, MAX, 6" MESH 'O'M&X. C. TO C. SPACING) 36" MIN. FENCE POSTS, DRIVEN MN. 16" INTO 81111OWND X M �I PERSPECTIVE VIEW 36 MIN. FENCE POST WOVEN WIRE F6CE (14 �2 GA. MIN., M�X. 6'MESH SPACING) WITH FILTER CCOIH OVER 20" MIN. FLOW UNDISTURBED GROUND EMBED FILTER CLOTH MIN. 8" INTO GROUND 16"'MIN. STANDARD SYMBOL SECTION SILT FENCE DETAIL A I TWO(Z) 2".CSTAXES.PER -bALE, DRIVEN ONE (I) FOOT INTO GROUND c%ApAcr sm ARcuno OUTER SUBGRADE PERIMEIER Of BALES wmt ELEVATION flow 17 4C_714 14& vp"'ical face .6Z Angle first stake tog-rard -_O, previously -aid ba7e 6.7 wire or nylon F1 ow bound bales placed on the Contour 2 re -bars, steel pickets, or 2" x 27 stakes 1 112' to 2' in ground Construction Snecifications 1. Bales shall be placed in a ric-w with ends tightly abutting the adjacent bales. 2. Each bale shall be embedded in the soil a minimum of 4". 3. Bales shall be securely anchlored in place by stakes or re -bars driven through the bales. 7he fiirst stake in each bale shall be angled toward previously laid bale to force bales together. 4. Inspection saall be frequent and repair or replacement shall be made promptly as needed. 5. Bales shall be removed when thcy have s,�rved their usetulness so as not to block or impede stoz= flow or drainage. HAY BALE BARRIER - DETAIL B INLET FILTER INSTALLAtION, 111ITHOUT FRAME 5 GRATE SECURE"MIRAFf I00x"FOR EQUIVELANT FILTER FABRIC TO WELDED WIRE SUPPORT 6"MN X YIELDED BACKFILL AFT VV1RE SUPPORT AROUND INL E T INSTALLATIO MAME AND GRATE EXTEND nF INI PT r1l TM I S! -,c tD MIN Al U�_S _7Q: I CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORm 2 CONTRACTCR TO REMOVE FABRIC AN -P MESH JUST PRIOR TO PAVING � � � � � MMMS-7 W, _T W -A fil Fd WN 11- a N00180ES-:_ STAXES A LL CONT.ROL MEASURES FOR EROSION AND SEDIMENTATION SHALL COMPLY WITH THE FOLLOWING INSPECTION SCHEDULE: A) WEEKLY INSPECTIONS OF ALL CONTROL MEASURES. B) WEEKLY INSPECTIONS OF IN-STREAM-CONTaOL MEASURES. C) INSPECTIONS OF ALL CONTROL MEASURES BEFORE FORECASTED STORM EVENTS INLET D) WEE KLY INSPECTIONS OF ON- AND OFF-SITE AREAS DOWNSTREAM FROM CONSTRUCTION ACTIVITIES. 2. THE INSPEc-rIONS SHALL BE CONDUCTED BY THE APPLICANT AND/OR HIS REPRESENTATIVE, I.E. THE SITE ENGINEER, OR THE CONTRACTOR, FO DETERMINE THE FOLLOWING: A) THE CONDITIONS OF THE CONTROL MEASURES AND THE NEED FOR REPAIR OR REPLACEMENT. WRIOMUND EVEL B) THE NEED FOR MAINTENANCE, E.G. REMOVAL OF SEDIMENT FROM BARRIERS, TRAPS, -AND. BASINS. C) THE NEED F�OR ADDITIONAL CONTROL MEASURES. D).'THE NEED FOR REAPPLICATION OF SEEDING, NETTING AND/OR MULCHING. BALE OOTTOMOF 5 E) THE OVERALL EFFECTIVENESS OF THE CONTROL PLAN. 3. ALL TEMPORARY AND PERMANENT CONTROL DEVICES MUST BE MAINTAINED AND - - - - - - - - - -- - - - FUNCTION. ALL NECESSARY REPAIRSSHALL BE PERFORMED IMMEDIATELY. 4. THESE, PLANS INDICATE THE CONTROL MEASURES TO BE PUT IN PLACE. ADDI-TIONAL CONTROL MEASURES SHALL BE IMPLEMENTED AS SITE CONDITIONS 1. ALL BALES ARE TO BE CONTROL MEASURED SHALL -BE AT THE DISCRETION OF THE CONTRACTOR, THE S.71 -E TIGHTLY BUTTED TOGETHER 5. CONTROL MEASURES FOR THE PROTECTION OF THE WETLAND AREAS, EXISTING POND -2- BALES SHALL BE E17tiER CONSTRUCTION ACTIVITIES AN ADJACENT LOTS NO LONGER REQUIRE CONTROL STRAW OR MAI INLET HAY BALE BARRIER -.DETAIL C flow 17 4C_714 14& vp"'ical face .6Z Angle first stake tog-rard -_O, previously -aid ba7e 6.7 wire or nylon F1 ow bound bales placed on the Contour 2 re -bars, steel pickets, or 2" x 27 stakes 1 112' to 2' in ground Construction Snecifications 1. Bales shall be placed in a ric-w with ends tightly abutting the adjacent bales. 2. Each bale shall be embedded in the soil a minimum of 4". 3. Bales shall be securely anchlored in place by stakes or re -bars driven through the bales. 7he fiirst stake in each bale shall be angled toward previously laid bale to force bales together. 4. Inspection saall be frequent and repair or replacement shall be made promptly as needed. 5. Bales shall be removed when thcy have s,�rved their usetulness so as not to block or impede stoz= flow or drainage. HAY BALE BARRIER - DETAIL B INLET FILTER INSTALLAtION, 111ITHOUT FRAME 5 GRATE SECURE"MIRAFf I00x"FOR EQUIVELANT FILTER FABRIC TO WELDED WIRE SUPPORT 6"MN X YIELDED BACKFILL AFT VV1RE SUPPORT AROUND INL E T INSTALLATIO MAME AND GRATE EXTEND nF INI PT r1l TM I S! -,c tD MIN Al U�_S _7Q: I CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORm 2 CONTRACTCR TO REMOVE FABRIC AN -P MESH JUST PRIOR TO PAVING � � � � � MMMS-7 W, _T W -A fil Fd WN 11- a S.wale 10. THE CONSTRUCTION OF 'UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A) NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME UNLESS Baled hay or straw APPROVED OTHERWISE. Z_C? IV In. I'd Bales to butt together B) WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. MI R A 1 1-1403 Prov; deappropr.:ate trans`:,on FIL7ER F;�,BRIC between Sta!if!.�_-`ed Co!'Istruc'_ C) TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL F P P r Varies depending on height of it - on rf t'rance and Pu�.;c NOT ADVERSELY AFFECT FLOWING STREAMS & DRAINAGE SYSTEMS. slope and steepness of iesu0iing Of - Wa SEDIMENTATION BASINS SHALL BE USED WHERE NECESSARY. giade at toe of slope -existing Flow ground inteisection 11. ALL DRAINAGE FACILITIES IN STREAMBEDS SHOULD BE CONSTRUCTED AT AN EARLY CONSTRUCTION STAGE TO FACILI*TATE CROSSING OF CONSTRUCTION VEHICLES. VEHICLES PHOULD BE KEPT OUT OF WATERCOURSES TO THE GREATEST EXTENT POSSIBLE. WHERE IN -CHANNEL WORK IS NECESSARY, PRECAUTION MUST BE TAKEN P U 'J I i C �1 2" x 2" x 3' stakes each bale -HE -IMIZE EROSION. Eri sti ng TO STABILIZE I WORI AREA TO MIN ground Wa V 12. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE COURSE OF CONSTRUCTION. PLAN PLAN Const ruction Spec i.ff cat ion,; 13. ALL EROSION CONTROL WORK SHALL FOLLOW STANDARD 16 - SEDIMENT TRAPS, 1. Stone size Use XSKA size No. 2 (2-1/2" to l" or kAS".70 dtsignation STANDARD 17 - FILTER INLETS AND STANDARD 18 - STRAW BALE SEDIMENT I - BARRIER SET FORTH IN THE "WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES *3, size No.*2 (2i -L/2" to 1-1/2%. Vza cr-ushei si:one. 2: Lenvrh - As effective, but not less than shown, MANUAL ON CONSTRUCTION RELATED ACTIVITIES". J 3. Thickness - Not less than eigh't (8)* inches. 4. Vidth - Not less than full width of al -L poin:s of ingress or egress. 5. Washing - W11hen necessary, wlieels shali be cleaned to rer-ove sediment 2-7' x 2" x 3' stakes each bale pTior to entrance 66to publfc right-qf--vay. %;)en vashing is required, Embankment slope it shall be done an an area stabiliz-ed with crushe'-! 9tone w'.11ch drains �mbankment slope 61 into an appr.oved sediment tra:p or sediment basin. All sediment shall be p-revented 'from entering any storm drain,.(14 :ch, or watercourse =7- through use of -sand' bags, grave). boards, or other approved methods-. r% Exis�ng ground 6.. Haim enance The entrance shall be matntained in a condition which will prevent tracking or flowing of sediment on -.o 'pi6bllc rights -o! -way. -This may *require periodic top dressing with additional stcne as con - Overlap edges ditions de=an4 and repair and/o�r clesnout of any measures used to ' tfap sediment. All sedinent. spilled, dropped. washed or tracked onto public 718ht9-CIf--:aV must be rem-oved 1-imediately4 TYPE 'A' "B" r�s�- -Tre-iii-s'i-alT�T6 - �-ith7F,�--crt;s'Nc-1- 7.- Miraft # 140S ter Ic ST;a en stor� and shall be protected fror7h punching, cutting or tearing. All NOTE: NOTE: over !aps !or repa;,-s cir Joining Shall be a mini -num of I foot. To be used in locations where To be used where the existing the existing ground slopes in ground Aope& away from the toe toward the toe of the embankment of the embankment RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. BALED HAY EROS'ION CHECK DETAIL E ANTI -TRACKING ENTRANCE DETAIL F EROSION & SEDIMENTATION ViLLAGE E GINEER t>ATF- A CONTROL- DETAILS & NOTES BY: N, APPROVED N00180ES-:_ 1. A LL CONT.ROL MEASURES FOR EROSION AND SEDIMENTATION SHALL COMPLY WITH THE FOLLOWING INSPECTION SCHEDULE: A) WEEKLY INSPECTIONS OF ALL CONTROL MEASURES. B) WEEKLY INSPECTIONS OF IN-STREAM-CONTaOL MEASURES. C) INSPECTIONS OF ALL CONTROL MEASURES BEFORE FORECASTED STORM EVENTS -AND AFTER PERIODS OF HEAVY OR PROLONGED RAIN. D) WEE KLY INSPECTIONS OF ON- AND OFF-SITE AREAS DOWNSTREAM FROM CONSTRUCTION ACTIVITIES. 2. THE INSPEc-rIONS SHALL BE CONDUCTED BY THE APPLICANT AND/OR HIS REPRESENTATIVE, I.E. THE SITE ENGINEER, OR THE CONTRACTOR, FO DETERMINE THE FOLLOWING: A) THE CONDITIONS OF THE CONTROL MEASURES AND THE NEED FOR REPAIR OR REPLACEMENT. B) THE NEED FOR MAINTENANCE, E.G. REMOVAL OF SEDIMENT FROM BARRIERS, TRAPS, -AND. BASINS. C) THE NEED F�OR ADDITIONAL CONTROL MEASURES. D).'THE NEED FOR REAPPLICATION OF SEEDING, NETTING AND/OR MULCHING. E) THE OVERALL EFFECTIVENESS OF THE CONTROL PLAN. 3. ALL TEMPORARY AND PERMANENT CONTROL DEVICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUEQ PERFORMANCE OF THEIR INTENDED FUNCTION. ALL NECESSARY REPAIRSSHALL BE PERFORMED IMMEDIATELY. 4. THESE, PLANS INDICATE THE CONTROL MEASURES TO BE PUT IN PLACE. ADDI-TIONAL CONTROL MEASURES SHALL BE IMPLEMENTED AS SITE CONDITIONS CHANGE AND UNFORESEEN PROBLEMS OCCUR. IMPLEMENTATION OF THE ADDITIONAL CONTROL MEASURED SHALL -BE AT THE DISCRETION OF THE CONTRACTOR, THE S.71 -E ENGINEER OR THE TOWN bF CORTLAND-. 5. CONTROL MEASURES FOR THE PROTECTION OF THE WETLAND AREAS, EXISTING POND AND WATERCOURSES SHALL BE KEPT IN PLACE AND MAINTAINED UNTIL CONSTRUCTION ACTIVITIES AN ADJACENT LOTS NO LONGER REQUIRE CONTROL MEASURES. LOCAL FiELD CONDITIONS WILL DETERMINE THE TYPES AND LOCATIONS OF CONTROL MEASURES REQUIRED FOR THE CONSTRUCTION ACTIVITIES ON EACH LOT. THE CONTRACTOR DURING THE DEVELOPMENT OF EACH LOT SHALL IMPLEMENT THE FOLLOWING CONTROL MEASURES, WHERE APPLICABLE: A) PLACE SEDIMENT BARRIERS AROUND ALL AREAS OF EXPOSED SOILS I. E. CUT AND FILL SLOPES, NEWLY GRADED AREAS AND STOCKPILED MATERIALS, ETC. B) IMMEDIATELY STABILIZE CUT AND FILL SLOPES AND EXPOSED SOILS WITH TEMPORARY OR PERMANENT VEGETATIPN, NETTING AND/OR MULCHING. C) USE -rEMPORARY OR PERMANENT SURFACE RUNOFF MANAGEMENT MEASURES WHERE NECESSARY. THE CONTRACTOR OR BUILDER SHALL, SUBMIT A SEPARATE EROSION CeNTRAL DRAWING FOR EACH LOT TO THE TOWN FOR THEIR APPROVAL PRIOR TO THE .ISSUANC E OF THE BUILDING P`ERMIT. 6. SEDIMENT BARRIERS SHALL BE PLACED AROUND ALL. INLETS TO THE STORMWA_N_:R DRAINAGE SYSTEM UNTIL THE CONTRIBUTING DRAINAGE AREA TO THE INLET IS STABILIZED. 7. ALL ROADWAY SLOPES SHALL BE BROUGHT TO FINAL GRADE AND SOIL STABILIZATION BE. ESTABLISHED AS QUICKLY AS POSSIBLE. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO ROADWAY SLOPES, - STOCKPILES OR DEN DED AREAS WITHIN 115 DA S AFTER FINAL GRADE is REAC4-4ED. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN 15 DAYS TO DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 60 DAYS. 8. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION SATISFACTORILY AND TO SURVIVE SEVERE WEATHER CONDITIONS. 9. STOCKPILES OF EXCAVATED MATERIAL OR FILL MATERIAL SHALL BE PLACED ON HIGH GROUND WHERE POSSIBLE AND THE BASE OF THE PILE SHALL BE ENCIRCLED BY A SEDIMENT BARRIER. S.wale 10. THE CONSTRUCTION OF 'UNDERGROUND UTILITY LINES SHALL BE SUBJECT TO THE FOLLOWING CRITERIA: A) NO MORE THAN 500 FEET OF TRENCH SHALL BE OPENED AT ONE TIME UNLESS Baled hay or straw APPROVED OTHERWISE. Z_C? IV In. I'd Bales to butt together B) WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS, EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF THE TRENCH. MI R A 1 1-1403 Prov; deappropr.:ate trans`:,on FIL7ER F;�,BRIC between Sta!if!.�_-`ed Co!'Istruc'_ C) TRENCH DEWATERING DEVICES SHALL DISCHARGE IN A MANNER WHICH WILL F P P r Varies depending on height of it - on rf t'rance and Pu�.;c NOT ADVERSELY AFFECT FLOWING STREAMS & DRAINAGE SYSTEMS. slope and steepness of iesu0iing Of - Wa SEDIMENTATION BASINS SHALL BE USED WHERE NECESSARY. giade at toe of slope -existing Flow ground inteisection 11. ALL DRAINAGE FACILITIES IN STREAMBEDS SHOULD BE CONSTRUCTED AT AN EARLY CONSTRUCTION STAGE TO FACILI*TATE CROSSING OF CONSTRUCTION VEHICLES. VEHICLES PHOULD BE KEPT OUT OF WATERCOURSES TO THE GREATEST EXTENT POSSIBLE. WHERE IN -CHANNEL WORK IS NECESSARY, PRECAUTION MUST BE TAKEN P U 'J I i C �1 2" x 2" x 3' stakes each bale -HE -IMIZE EROSION. Eri sti ng TO STABILIZE I WORI AREA TO MIN ground Wa V 12. EROSION CONTROL MEASURES SHALL BE MAINTAINED DURING THE COURSE OF CONSTRUCTION. PLAN PLAN Const ruction Spec i.ff cat ion,; 13. ALL EROSION CONTROL WORK SHALL FOLLOW STANDARD 16 - SEDIMENT TRAPS, 1. Stone size Use XSKA size No. 2 (2-1/2" to l" or kAS".70 dtsignation STANDARD 17 - FILTER INLETS AND STANDARD 18 - STRAW BALE SEDIMENT I - BARRIER SET FORTH IN THE "WESTCHESTER COUNTY BEST MANAGEMENT PRACTICES *3, size No.*2 (2i -L/2" to 1-1/2%. Vza cr-ushei si:one. 2: Lenvrh - As effective, but not less than shown, MANUAL ON CONSTRUCTION RELATED ACTIVITIES". J 3. Thickness - Not less than eigh't (8)* inches. 4. Vidth - Not less than full width of al -L poin:s of ingress or egress. 5. Washing - W11hen necessary, wlieels shali be cleaned to rer-ove sediment 2-7' x 2" x 3' stakes each bale pTior to entrance 66to publfc right-qf--vay. %;)en vashing is required, Embankment slope it shall be done an an area stabiliz-ed with crushe'-! 9tone w'.11ch drains �mbankment slope 61 into an appr.oved sediment tra:p or sediment basin. All sediment shall be p-revented 'from entering any storm drain,.(14 :ch, or watercourse =7- through use of -sand' bags, grave). boards, or other approved methods-. r% Exis�ng ground 6.. Haim enance The entrance shall be matntained in a condition which will prevent tracking or flowing of sediment on -.o 'pi6bllc rights -o! -way. -This may *require periodic top dressing with additional stcne as con - Overlap edges ditions de=an4 and repair and/o�r clesnout of any measures used to ' tfap sediment. All sedinent. spilled, dropped. washed or tracked onto public 718ht9-CIf--:aV must be rem-oved 1-imediately4 TYPE 'A' "B" r�s�- -Tre-iii-s'i-alT�T6 - �-ith7F,�--crt;s'Nc-1- 7.- Miraft # 140S ter Ic ST;a en stor� and shall be protected fror7h punching, cutting or tearing. All NOTE: NOTE: over !aps !or repa;,-s cir Joining Shall be a mini -num of I foot. To be used in locations where To be used where the existing the existing ground slopes in ground Aope& away from the toe toward the toe of the embankment of the embankment RYE BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. BALED HAY EROS'ION CHECK DETAIL E ANTI -TRACKING ENTRANCE DETAIL F EROSION & SEDIMENTATION ViLLAGE E GINEER t>ATF- A CONTROL- DETAILS & NOTES BY: N, APPROVED 41) RECOUSTRUCTIOU NOTES: 1. THE CROSS SECTION OF THE EXISTING DAM AND THE ELEVATION OF THE ROCK L I NE UNDER THE DAM ARE APPROX I MATE, BASED ON F I ELD MEASUREMENTS J# PROBES, AND TEST PITS AS SHOWN ON THE PLAN. ACTUAL FIELD Y THE W[OW I N CONDITIONS VA VARY; THE CONTRACTOR SHALL PERFORM *4P ACCORDANCE W I TH F I ELD COND I T I ONS., 2. (CONTINUED) ALL CON5TRUGTIOM INSPEGTION AND MATERIAL TESTING SHALL 2. RECONSTRUCTION WORK ON THE DAM WILL BE DONE UNDER THE SUPERVISION BE PERFORMED BY A LIGEMSED PROFE55IONAL EN61NEER. PERIOD16 OF AN INSPECTOR DESIGNATED BY THE OWNER. NO CONCRETE POUR IS TO BE -..,egg add ENGINEERING k`EPORT3 SHALL BE PREPARED ON PERFORMED WORK. CCAVVIENCED UNTIL THE SITE AND ALL PREPARATORY WOW HAVE BEEN COPIES OF THESE REPORT5 SHALL BE 5ENT TO VILLA&E ENGINEER APPROVED BY THE INSPECTOR. AND N. Y 5. D. E. C. 3. ANY EXCESSMATERIALREMOVED OR DREDGED DURING RECONSTRUCTION OF THE 7r DAM IS TOBE STORED ONSITEFOR GRADING PURPOSES THROUGHOUT THE PROJECT. �'2 I /p 4. IF READY -MIX CONCRETE I S USED, PLANT CERTIF ICATION OF EACH TRUCKLOAD W` I LL BE SUFF I C I ENT TO V ER I FY THE M I X. I F THE CONTRACTOR 30 4�- 2,9 1-11,40 /11 M I XES THE CONCRETE ON S I TE, HE SHALL PROV I DE, MA I NTA I N AND OPERATE 1�oNew 1,611V1, E0JIPMENT- AS REQUIRED TO ACCURATELY DETERMINE AND CONTROL THE a� 0 P2 AMOUNT OF EACH SEPARATE INGREDIENT ENTERING THE CONCRETE. 5. CONCRETE SHALL BE ADEQUATELY MIXED TO INSURE UNIFORM CONSIS ENC 117 Y, 4, 6.5, -3/ 110 Yalve 61ewye AND GRADING WITHIN AND AM.-ONG BATCHES. ANY CONCRETE RETAINED IN I MIXERS SO LONG AS TO REQUIRE ADDITIONAL WATER TO PERMI I T 151��e a- -4- e, 67 SATISFACTORY PLACING SHALL BE WASTED. CONCRETE SHALL CONTAIN NO .9d, B7' ADM I XTURES OTHER THAN A STANDARD A I R-ENTRA I NVIENT AGENT UNLESS a APPROVED BY THE INSPECTOR. 6. CONCRETE YOUNGER THAN 7 DAYS SHALL BE MAINTAINED AT A TEMPERATURE BETWEEN 400 F. AND 900 F. AT ALL TIMES. 0 7. ALL . POURED CONCRETE SHALL BE CURED, WITH WET -DOWN BURLAP, POLYETHYLENE SHEETS, OR APPLIED LIQUID MEMBRANE-, UNTIL COMMENCEMENT HE NEXT ADJACENT POUR WHEREAPPLICABLEA. 111wai OF I AND FOR 14 DAYS I I q1, 20 ELSEWHERE. I F MEMBRANE CUR I NG I S USED ON SURFACES THAT ARE TO COME IN CONTACT WITH A FUTURE CONCRETE POUR, THE MEMBRANE COATING SHALL p L A N BE SANDBLASTED OFF AND THE SURFACE CLEANED JUS T PRIOR TO PLACEMENT OF IHE NEXT POUR. 8. CONCRETE AND REINFORCING BARS ARE TO BE PLACED TO THE DIMENSIONS SHOWN ON THE PLAN, WITHIN ±!I -INCH TOLERANCE. ED ED 87,2S 9. FORM TIES SHALL BE RECESSED . A MIN IMUM OF TWICE THE IE D 1AMETER 5 P11- /_ W A BELOW THE FACE OF THE CONCRETE, AND THE SURFACE PATCHED WITH NON - SHR I NK GROUT. -I I 1 10, S ME mw ROCK SURFACES 10 ME I N CON 1AC I vi I I m ruUmmu I.4Ujvv%.#mr_ I F_ ID PREPARED FOR A GOOD BOND BY MEANS OF SAND - SHALL BE CLEANED AN BLASTING TO A CLEAN SURFACE,FOLLOWED BY REMOVALOF ANY RESIDUE. 'ET DOWN IMMEDIATELY PRIOR TO PLACEMENT /I/ 0,006ed SURFACES SHALL BE LIGHTLY W _t OF CONCRETE. Zvy 0,*,15-01000ed Oam 'Fly-tellal Wye 51eexe eo /"V/,o If 11. CLASS "B" CONCRETE SHALL BE POURED IN LIFTS OF 4-1/2 FT. MAXIMUM HEIGHT, WITH 72 HOURS ELAPSED TIME BETWEEN LIFTS. EACH LIFT SHALL q1, 2-0 BE POURED IN A "STAIRSTEP" ARRANGEMENT OF THREE 18 -INCH LAYERS, W I TH EACH LAYER V I BRATED ADEQUATELY TO EL I M I NATE V 0 1 DS. ANY LOOSE 0, C, Coftv T�rl COBBLES IN EACH LAYER SHALL BE SHOVELED BACK INTO THE MASS OF THE 5 z�ai e IoDce ?�o No zL-h 4*�, ilhq LAYER TO AVOID SEPARATION. Bars 6:,0- c. IN AN 10 12. INTERFACES BETWEEN__LAYERS IN EACH LIFT SHALL BE KEPT MOIST, BY a 110 I'voe io 1%mal;l, MEANS OF AIR -WATER FOG NOZZ-ES IF NECESSARY, TO INSURE AGAINST COLD �!/% JOINTS. IN),ERFACES BETWEENA IFTS SHALL BE CLEANED OF ALL LAITANCE fE 147W _j '�i Y WFT DfUjN ELY PRIOR 1-0 ifx�e/7d w)ih New li `10 10. 11 1p ia R�"I_ c? 71 10 f-1. 77. 0 C Of, nin I nnzpv VIATFP I Al I %q, I WED I Al All L,�4.4 � 2::� PLACEMEN OF THE NEXT LIFT, TO INSURE 600D BOND BETWEEN LIFTS. + j� Caw&-ele .0a1v AddliI017 I 1 0 'ce, Ife -V 13. AFTER /COMPLETION OF THE DAM, T SITE SHALL BE REGRADED, SEEDED, 'f -2 _n ot HE OVIM AND RtSTORED TO MATCH EXISTING, �alve 60 to Relvaln POr Pj�hcrl'l oy -v -v rjllwlV� 5*uq� /"P*e Z!a lfelwal�7, Ala �,7 M n r (:,-qc 0 Co wc, Egeev�wl?h lvev i:�,ar re U L 117e co out otz�vnazLk-,Oam F771 - OF 3-0 '*_ *r MATER.1 ALS NQTES: Two" M, _AR SHALL CONFORM TO T HE RECki I REEMMEEN'S OF MASTRpal Ce'!70, 1 1 rr_ MORI -EEL REINFORCING BARS SHALL BE EP COATED, AND SHALL CONFORM 0 Y 2. ALL SI TO THE REQUIREMENTS OF ASTM A615, GRADE HORIZONTAL BARS SHALL 4 It I _tA ;�-j --�o BE LAPPED 2 FT. MINIMUM; LAPS IN ADJACEN BARS SHALL BE'STAGGERE10. 41 10 .0 ROCA ZI�2e �17910er C617lb-27Ckl- &17 7 K 4n IF 16 -'7 3. GROUT FOR DOWELED -IN REINFORCING BARS SM% -METALLIC, NON - Y2 �n BE A NON 11 MATERIAL WHICH, WH XED WITH WATER, WILL 1-N 7 �ZNI 4:5 s U \ \ �Q _ �11� HARDEN RAPIDLY TO PRODUCE A PERMANENT ANCHORLNG BOND. THE PLAIERIAL P v T I n IN 1) El. (OF, 0 -t-0-lorw'u, an 10 ? CHIC -FT::C UA11C 40J. 2.7 -2�3(cavaliol? 'a 27/,7570 SHRINK CEMETITIOUS I �Sl WALL CONIJAIN Nu 1,41UHL Imum U,U_5/o UHLUAIULO L;10 asommmmmmmm 5c4le MIN IMUM INITIAL SET OF 30 MINUTES, AND ATTAIN A MINIMUM SEVEN-DAY .4-- -ZA) 1410c� 04/� 8,oclldt�,,rs COMPRESSIVE STRENGTH OF 6000 LBS./SQ. IN. + 11 cn 4 4. STONES 'FOR MASONR)f SHALL BE SOUND, DURABLE, WITH ROUGHLY SQUARED leal ED A' SIDES, AND WELL BEDDED IN MORTAR. MASONRY SHALL NOT BE CONSTRUCI 4j WHEN THE AMBIENT TEMPERATURE IS BELOW 40- F. ;ps 'eal-6 eal, CONCRETE MIX SHALL CONFORM TO THE FOLLOWING CRITERIA: "Ell R/I D 5x;0ih71? seone cop IEXI�ll l5eolv, C CLASS, ELM= �0 be Removed, TYPE 11 PORTLAND CEMENT, LBS/C.Y. 606 352 io be 4%�66 &one. 5;�o 28.0 SAND, % OF TOTAL A66RE6ATE (SOLID VOL.) 36.2 _/Z to be. noye'a TER/CEMENT RATIO, BY WEIGHT 0.46 0.58 ............ es ;4law-a-eep, CONTENT, % 7.0% + 1% 3.5% + 1% C411 Z_ Ell 00-t J__ T UMP RAVGE, INCHES -�.5 1.5-�.5 �w, q 2 6 4-:57itImED SL 2.5 I V. close �51ecllcl_eiz AL -=Ie L/ a COURSE AGGREGATE GRADATION SHALL BE AS FOLLOWS: cai 1-ille Ell 86,cc GENER& LIMIIS,, % EA55i T Ivan I 'Ell 9.�, E C T 10 D -,Ell 94,211r') SIEVE SIZE CLA55 CLASS uB" TY A 100 # 6 A04�6 10 2 �-O 10, C, w- 4en-0 �e:____,411 4ch-7/1s on 5ccl, 8-a -z c -c ier Seo/, FO -D 3. 4101011-0107loie 6;11 7 ellt 2," 1100 68-90 4"evel �5/1 00 . 93-100 47-72 2 All Johiv 4o be - // 27-58 14-35 I . CONSTRUCIION SEQUENCE: 1/2� 1/4." 0-8 0-5 GGREGATE SHALL CON S I Srl OF CLEAN DURAB LE: 6 R\ MAN` E L C R U H A AA,"OPW JO I OPEN LOWER DRAIN P IPEeDRAIN PONDi DREDGE SILT AND EXCAVATE FROM CO' U R S E. A' L_U NDATION'. -�7 REAR FACE OF DAM DOWN TO ROCK FOU -COOLED BLAST FURNACE SLAG, go aj 54 ci STONE, CRUSHED GRAVEL OR CRUSHED AIR 2 #01,e ;at. oe FREE OF DIRT OR OTHER DELETERIOUS SUBSTANCES. 2. EXTEND LOWER DRAINPIPE NORTHWARDR TO CLEAR PROPOSED DAM EXTENSION; -X PROVIDE GRADING AND SUMP TO INTERCEPT ALL NORMAL BROOK FLOW. 6. THE WATER USED IN CONCRETE, MORTAR, AND GROUT SHALL BE POTABLElf 3. REMOVE TOP OF EXISTING DAM TO INDICATED ELEVATIONS; REPAIR AND CLEAN, AND FREE FROM OBJECTIONABLE QUANTITIES OF SILT, ORGANIC MATTER, ALKALI, SALTS, AND OTHER IMPURITIES. 62*i,lp471n REPOINT SECTION OF EXISTING DAM WHICH IS TO REMAIN. 4. DRILL AND GROUT REINFORCING BARS IN ROCK FOUNDATION AND REAR FACE 'Ell 7 71 00 lwaoan,31 OF EXISTING DAM, AT LOCATIONS AND SPACING INDICATED. h 11015 Q1 7ob-c cai 01-,60171 h7 5. CLEAN SURFACES AGAINST WHICH CONCRETE WILL BE POURED; PLACE RE- ihe llrlilli 170 71 w INFORCING, FORM UP AND POUR MASS CONCRETE (CLASS �"B.") IN LIFTS, FULL -4c* LENGTH OF DAM, UP TO ELEVATION 85.25; EXTEND UPPER DRAIN PIPE NORTH- WARD TO CLEAR PROPOSED DAM EXTENSION PRIOR TO POURING LAST LIFT. 011i ."A' CONCRETE ABOVE 0/10/074/ 6. PLACE REINFORCING0 FORM UP AND POUR CLASS ELEVATION 85.25, PROVIDING VERTICAL CONSTRUCTION JOINTS AT 30 FT. D1 7f, .30 MAXIMUM SPACING ALONG DAM; PROVIDE EXTENSION SLEEVE AND HANDLE FOR /L UPPER DRAIN PIPE VALVE; PROVIDE SMOOTH WOOD FLOAT FINISH TO ALL 411 UNFORMED SURFACES. 2 iyo/ e i6cr Ov o val-6 ��13 L 1�\ Y� MV �z 4 MR AM= ;� N . . 1� . OR SECTION B—B hl mop Scale �c v o rx�w pm -pared 6y: NO 7,5,' #aeolw &;?1_0 c m qs. 19el- z S INC - All lqabal-.4 #3 9, 12' luelvi as Noia, -%=W&= GT -10 Go N,6W YOeot� 57;9rZ 4 ICffA 5,6D IORO)C�FSSI( IIIIIto r IIIIIIIIC-) IIA' IIIIIIIIIIIIIIM N T�Al) 0 W 909ION CONTROL LEGEND E II.. .. .. . .... III5TORM IML DETAIL C; A LT ERNAT 5 - OF -TAI L IIIlie . ...... .... SILT FEWCa. IITEMPORASY IIIT I -TAACk I KI 64 PAVENISM-r- OFETAI L P.- IIIUi III�ZARRERB CH15CRb OETAIL 95 F II......... . ........ on IIII7 i 6, \+ I01 + IIII4 Ae, 1zj IIII L IIIIIIIIIIIIIIIIIIIIIIII64 z IIIIIIIIIII_r 7F I% IIII4j I'IWO MR W7O II4F IIIIIIII4 IIIII/ IIIIIIII',7r IIIIIIII... . .. .... . IIIA Iv III...... .... AM-' I"I + II�7j IIIIIIIII-rj IIT IIIIIIIrf, IIcm AL III.. ........ .... .... .. .. I1+ ........ .. A IIIIL It I000! r III7 Oar 01ra 41 ve IIII+ +/ II41 _Mq D �W 7 III+ ol IIIII.... .... .. ... ...... .. IIIsIIIIII�A I7 IIIIAllea- A4 7 ... .... ....... I....... .... II...... ... III. ... ....... . I\+ II"I ; I "I , + +1 r -i -------_--- IIIIII.... ........ . . IiOO Y,, .12 P R L A 1 1"4 Ac P UP' I FNA'� M. T&! N 'F F I. .......... L Ir L IIN 'F , II'14 F 0 IIIIIId 0 . . ......... _- ---- - - II.... ............ II. .. . ......... IIt IF . .. ........... IIIIIIIIIIIkNI 0 n I...... .... .. c* III=, V II__j .. ..... IIIZ. . ...... ... I...... ....... I........ ...... . ... II.......... - ----- I---------- . ..... + ..........------ ------- III--------- -- I-------- - ------- --- IIIIIIIIIIIIIIIown,& J* IIIIIIIP TAT F7 W T wv IIIISEDIMENTATION VILLAGE OF RYE BROOK WESTCHESTER COUNTY N.Y. C.IIof Iq A/eo/ yoeesrqrF z Peo)c:6ss10N,,91_ 51t16 A461n� IAPPRO ED' BY OWN E R ATE V1 L LAGE ENG IN F -P -R DATE- MAYOR DATE r.ROSION CONTROL PLAN DATE JAN. SCALE ZIDO RAWING NO. s CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YOXX I 9 T v t _77 N tni*, pmx- ef Y&ff c-,; 7o awe vrmv (Y& Ab� 6AF" gr et-ky K 6towwr a r 1, NOT 70. FNIVO M1V RYEBROOK (a-7 Plant List D?c!mber 21, 1988 KEY 130TARICAL COMMON UK" SIZE Dft 4`,,PN:0 M -A _t.'t Shade Trees 3 3 4',Q 14-16' 4 -7 To be selected from the followings RYEBROOJ�,SSTATH Price -s Grove, fVPVVk6V1W Prr V AS Acer rubrum Red Maple f- 4, lfluwt p%p. e?A?Y-- /AUW,# el li, P FM Fraxinus Pennsylvania Marshall Seedless Ash December 21, 1988. i GT Gleditsia tr var in:rmi iancanthos Thornless Common floneylocust is eacerifolia London Planetree "Shads,'Trees 7D PA Pla no x. 4 QR Quercus rubra 3' @ 12 Red Oak 41 14-161 3 0 e Evergreen Trees To be �chosen from the followi-g- VPW F114, TNAPbV rO)'7- (14V -4=- 71P-1 V7 111-. 5 6: 22 rZk 6 - 7 46 F02 -1p; 0 ?p[/4jtK1F Red M 81 a 7 27 AR Acer,rubru. 8 10, Mar h 11 dless Ash WOO AMIL 8 FIM Fraxinus Pennsylvania Y1111n 4- ker� or 0-4< -0 aple.ee rlw1m6 nor poaoulff-w 10 - 121 2 GT Gleditsia triapcan�hoa. n es Comm n Honeylocust var.inermis a 0 To be selected from the followings -',PA Plstanu lanetree Li 69biIJA77014 WITIt �Z 0W FOF 17F 1W Ayfw /qq 66W 'W/1 fiviol a pt�i Red Oak ifolia London P till PS Pinus strobus White Pine Qf QuVqus� ra t PM Pseudotsuga meneseii Douglas Fir Evergreen, Tr A PA Picea shies Norway Spruce e 8 7re _V 1�. ta- 6- F �_Y Te e All �J TC Tsuga candensis Hemlock 7 4 3 Ornamental Trees To be selected from the fo ovin 6 7- 3 to, be chosen from the followings AC Aeelandchier canadensis Be viceb y Cr ',Pinus� strobtas White Pine Coxnus florida F1 erin Dogwood P14" CX Cornus kousa Ko a Do ood, PA �t ePsecdoto'uqa meneseii Douglas Fir 'kicea a ea� Norway Spruce Ms Malus species PI erin Crabapple TC bi �1. OF Tsuga'candensis Pastern Hemlock PC Pyrus calleryana Bradford' Bra ford allery Pear Mel" efIQ 7�t /4�9 YQ, /,y Low Flowering Shrubs 6rhaimintal Tre Sets a alba White Birch 8 6 To he selected from the foll ing: 10 6 &77 12 14 4 &rT 6:2 CA Cotoneaster apiculata Cran erry otoneaster 18 24- 12 7V SN Spiraea nip onica sn und pirea 18 24- 39 P Ali ,7 SP Spires froebelli spir Fro belli 18 24- 56 E vergreen Shrubs A Groundcovers RH Rhododendron sp. Rhododendron 18 24" 4 24 30" 5 HH Hedera helix Engli h ivy 255 s.f. 30 36" 4 _41) ep 114 OMI'�Ov 7V &-� Tall Flowering Shrubs CS Cornus stolonifera Red Or er D wood 3 41 6 Groundcover PC P iladelphus coronarious Mockor 300 s.f. SP Syrin ppersica Persia Lila e era e x /fl/gv VD Viburnum dentatum Arroww Vi urnum ORO Low Evergreen Shrubs ICH Ilex crenata 'Hellgril Heller Ily 18 - 24- 21 'jWeed Iq T //V D Ics Ilex crenata - 30- 18 /C) ic �uniperia_chlnensis Japa�' 24 Z,�tzdrlana Compact, Compact fit. Juniper 18 - 24- 24 7E? is sargenti a' Sargents r 18 24 82 Runiper are Juni RO hododendon obtusm Delaware hite Azalea 18 24- 34 ino Red Hi no za 1: 24 - 19 Cora Be Aza as 1 24* 20 RH hoddendron sp. �hododen on 18 41 2 24 30- 4 30 36- 4 LI IT OF GROVE 3 41 2 A Annuals 665 a. f. -7 F�f 7-f, GAZE 5 e tz _/V &-7 -7 &-7 ell o I J NOR/TH'RIDGE STREET III I I I Is v t _77 N tni*, pmx- ef Y&ff c-,; 7o awe vrmv (Y& Ab� 6AF" gr et-ky K 6towwr a r 1, NOT 70. FNIVO M1V RYEBROOK (a-7 Plant List D?c!mber 21, 1988 KEY 130TARICAL COMMON UK" SIZE Dft 4`,,PN:0 M -A _t.'t Shade Trees 3 3 4',Q 14-16' 4 -7 To be selected from the followings RYEBROOJ�,SSTATH Price -s Grove, fVPVVk6V1W Prr V AS Acer rubrum Red Maple f- 4, lfluwt p%p. e?A?Y-- /AUW,# el li, P FM Fraxinus Pennsylvania Marshall Seedless Ash December 21, 1988. i GT Gleditsia tr var in:rmi iancanthos Thornless Common floneylocust is eacerifolia London Planetree "Shads,'Trees 7D PA Pla no x. 4 QR Quercus rubra 3' @ 12 Red Oak 41 14-161 3 0 e Evergreen Trees To be �chosen from the followi-g- VPW F114, TNAPbV rO)'7- (14V -4=- 71P-1 V7 111-. 5 6: 22 rZk 6 - 7 46 F02 -1p; 0 ?p[/4jtK1F Red M 81 a 7 27 AR Acer,rubru. 8 10, Mar h 11 dless Ash WOO AMIL 8 FIM Fraxinus Pennsylvania Y1111n 4- ker� or 0-4< -0 aple.ee rlw1m6 nor poaoulff-w 10 - 121 2 GT Gleditsia triapcan�hoa. n es Comm n Honeylocust var.inermis a 0 To be selected from the followings -',PA Plstanu lanetree Li 69biIJA77014 WITIt �Z 0W FOF 17F 1W Ayfw /qq 66W 'W/1 fiviol a pt�i Red Oak ifolia London P till PS Pinus strobus White Pine Qf QuVqus� ra t PM Pseudotsuga meneseii Douglas Fir Evergreen, Tr A PA Picea shies Norway Spruce e 8 7re _V 1�. ta- 6- F �_Y Te e All �J TC Tsuga candensis Hemlock 7 4 3 Ornamental Trees To be selected from the fo ovin 6 7- 3 to, be chosen from the followings AC Aeelandchier canadensis Be viceb y Cr ',Pinus� strobtas White Pine Coxnus florida F1 erin Dogwood P14" CX Cornus kousa Ko a Do ood, PA �t ePsecdoto'uqa meneseii Douglas Fir 'kicea a ea� Norway Spruce Ms Malus species PI erin Crabapple TC bi �1. OF Tsuga'candensis Pastern Hemlock PC Pyrus calleryana Bradford' Bra ford allery Pear Mel" efIQ 7�t /4�9 YQ, /,y Low Flowering Shrubs 6rhaimintal Tre Sets a alba White Birch 8 6 To he selected from the foll ing: 10 6 &77 12 14 4 &rT 6:2 CA Cotoneaster apiculata Cran erry otoneaster 18 24- 12 7V SN Spiraea nip onica sn und pirea 18 24- 39 P Ali ,7 SP Spires froebelli spir Fro belli 18 24- 56 E vergreen Shrubs A Groundcovers RH Rhododendron sp. Rhododendron 18 24" 4 24 30" 5 HH Hedera helix Engli h ivy 255 s.f. 30 36" 4 _41) ep 114 OMI'�Ov 7V &-� Tall Flowering Shrubs CS Cornus stolonifera Red Or er D wood 3 41 6 Groundcover PC P iladelphus coronarious Mockor 300 s.f. SP Syrin ppersica Persia Lila e era e x /fl/gv VD Viburnum dentatum Arroww Vi urnum ORO Low Evergreen Shrubs ICH Ilex crenata 'Hellgril Heller Ily 18 - 24- 21 'jWeed Iq T //V D Ics Ilex crenata - 30- 18 /C) ic �uniperia_chlnensis Japa�' 24 Z,�tzdrlana Compact, Compact fit. Juniper 18 - 24- 24 7E? is sargenti a' Sargents r 18 24 82 Runiper are Juni RO hododendon obtusm Delaware hite Azalea 18 24- 34 ino Red Hi no za 1: 24 - 19 Cora Be Aza as 1 24* 20 RH hoddendron sp. �hododen on 18 41 2 24 30- 4 30 36- 4 LI IT OF GROVE 3 41 2 A Annuals 665 a. f. -7 F�f 7-f, GAZE 5 e tz _/V &-7 -7 &-7 ell o I J NOR/TH'RIDGE STREET L A [M T z §HAOE TREES,� fic s art, E 21, LI -1-71 C EVERGREEN TREES -n o id6r t� A� _YIE d' 51gn/bua- (T) -ORNAMENTAL TREES" U, bi Uib St i t 't �J a 8� d U Din, R A SHRUB PLAN IN, a Itti> it12ge killo Park (Villaie) IittC� t........ .. IIt_j oi ..... ..... 1A tIlp ip . . . ....... It -Z fe t..... . . ..... IItF ,V, W4 ACR ittiik _x k) ORA /M x b'6 m o 1 o tR04D II_J! pp I+ + markKe + + + + vx. + t\+ 0 + rw, + + t+ + + + + 7, + r - - , :. - I - - - - + -, . - .., I . 11 , . , , - I+ 4 + ol- + + It+ + 84 + + + a + tf + .2 ItI, f x t + + it -It Oro/ ............ .01"' All + 53 7 + itI+ + . . ..... . ....... i + it+ ItL + I T tI+ + + t+ 77, + . ......... + ..... - ------ + 'COC'e 4OUICrOp + + + /+ 14do Itit....... . .. + tI+ + + I4`1 kf 0 + + + + + ... . ...... + t+ + + . ..... _G ........... ------ ---- + + + + it+ -tf. OA. -------- --- + + + ........ .... 57 + + �7 + 'A .4 + y+_ + .++ + 44 X, + it7L + T + o DR 9V t_7 + + > itr + Ne Iav 5) o Auja y I+ t. .......... . ..... + IW. C, + +1 .......... + . . ..... OL 017 + IT -7— wier 7A' SC W C +/ A -T- - W, 214 �5$ 35 t+ ... .... .... r -/A V,5 4 . .. .... . .... ..... itIV + t+ + +1 + 4 + I/&� - , \11D i e i i + 1vu i -L L v, n 12 F LOO ry R -A I N f + r, M+ A PE ...... ......... . ... + + tIto j J-1 4 ---- --------- 4 + ;+ + I+ + + + 7F + . ...... I DR I... ......... 04, T + + + + t+ I+ I....... .. ... . . + I77- t... ... . .... .. .... + + t+ .......... t__ss W, 7V ... .......... . ---- ------- N AIDGE 5T. v . R tIIIttitCIA 0 02 II....... . . . AsmmBulLr ........ MWAF& ItaI m DrNvvr\ C.0 1141 C.0 N RYE BROOK WESTCHESTER COUNTY N.Y. VILLAG E OF ANNA-m-Ev `EWER DRAI Ir k AND WATER PLAN tDATE SCALE DRAWING -5 4e JULY 1990 i lbo AB ...... Owner And /Y Im a ty Y. 021 z Lame le 11111ae 6�7gjncer a ?e - CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK YOAPe A-Ie-RICAV Wv�ee COPKAlY )VEW YO)eA`S�ro9r,6 I_1C,6A15eD AeOr,66SIOA691- eA1S1NeEe 4907'e A I N I 1 0 LOCATION PLAN SCALE: I'l = 1000, LEGFEND VRB -VILLAGE OF RYE DROOK EASEMENT TABLE NYAW-NEW Y02X AMEI?.WATEaCr,1 HOA- HOME O\NNERS AS506. EASEMENT DESCRIPTION RESERVED NO. PURPOSE TO I EXISTING [Z" SEWER WE15T COUNTY W,C. TRUNK SEWER 2 2l5I"R.0X ACCE55 TO BE 413ANDONED 3 20' SEWER VP113 4 EXIST. 10, DRAINAGE. v Iz 15 '20'�VARIE5 DRAINAGE vR5 (0 20, SFWEPI v RE5 7 20'SEWER vRa a 20'DRAINAGE, VR E5 9 EXIST IZ'!5FWER To ft ADANDONEP VRD to 20'� VARIE-lVER VRe> it 50' RD\N - PARCE L HOA I I V R D EMERGENCY ACCE-55 DRAINAGE � SEWER WAT E R NYAW 1.7 ZD' SEWER I/ I-. L-., V R 13 DRAINAGE VR5 WATER NYAW 14 50'R.O.W.-EMERG.ACCES5 V R P5 ACCE55 W/F A. NOFDEN N/F W. CARLUCCI 115 WROW - EM E RG. ACC, F-5-5 VR13 DRAINAGE WATER NYAW ACCESS Ill W. CAR LUGGI I G �501 Ro W TO 13E ADANDONED V R 5 - SEE NOTE I I V;A K I r- --'> r- VV r- r- VRB � (N/ F W. CARLUGi 16 ZO'DRAINAGE, VRB 19 20"WATER NYAW r-20 20'� VAR I F-5 VRB DRAINAGE t,!3EWER 1 20' 6EWER v Ra 22 20'DRAINAGE VRI3 25 PARCEL HOA I HOA VARIE5- IKIGRE.56� F-GRS55TO LOTS DRAINAGE� SEWER VRE5 WAIT E R NYAW 24 DRAINA&E � SEWER VRE5 WAT E R NYAW f, 1 0% NOTES: 1. PREM15ES 5HOWN HEREON COMPRISES THE Lill DESCRIBEE) 5.THE VILLAGE OF RYE BROOK HAVE PERMANENT IN DEED FIL.ED IN THE- CLERIll OFFICE - DIVISION OF LAND EASEMENTS ALONG DRAINAGE AND SEWER, I.-Ifill FOR RECORP5 OF WESTCHESTER COUNTY LIDER B510 PAGE 2ro2, MAINTENANCE AS SHOWN ON SUBDIVISION MAP. 270 AND RECORDED ON MAY 4,19B7. hTHE NF-W,YORV- AMERICAN WATE12 COMPANY 5HALL HAVE 2. STRUCTURES MAY E3E LOCATED W17HIN E50UNDAP-IF-S OF PERMANENT EA6EMENT5 ALONG WATER LINES FOR INDIVIDUAL LOTS WIT14OUT REGAll TO AREA,, LOT WIDTH, MAINTENANCE AS SHOWN ON �UDDIVISION MAP AND SETBACV, LINE REQUIREMENTS OF -THE ZONING ORDINANCE PURSUANT TO VILLAGE LAW 7-7-3e5 7 THE COUNTY OF WE5TCHESTER SHALL PAVE PERMANENT AND RE50LUTION OF THE V'IL-LAGE, BOARD. EASEMENT5 ALONG SANITARY TRUNK 9EWER LINES DAT rz D FOR MAINTENANCE AS 514OWN ON SUBDIVISION MAP 3. THE PROPOSED ROADS SHOWN HEREON A5 PARCEL -C, 5HALL aE CONVEYED TO THE VILLAGE OF QYE BROOV- FOR PUBLIC USE. N/F L. KIEP 4. PARCF-L- A AND 13 5HOWN HEREON 514ALL BE CONVr--YF-D TO THE VILLAGE OF RYE E3ROOK FOR PUE5LIC, USE. EASEMENT PARCEL A- PARKLAND, PARCEL 13- ROAD WIDENING No. to A r 8. FOR EXIGTING EEASEMEN75TO 13E A13AMDONED 5EE 7AZLE. 9. THE �O'ROW EASEMENT TO THE VILLAGE PARY-,(EASEMENT 14, 11� 6 16,) SHALL 13E KEPT IN PLACE UNTIL SUCH TIME AS A PORTION OF PARCE L. C, TOGETHER WITH PARCF-L. A is IN PLACE. 10.PRIOR TO COMMENCING ANY CONSTRUCTION WORV- 7PF- CONTRACTOR &HAll INSTALL SILT CONTROL DEVICES IN COMPLIANCE WITH WE5TCHESTER COUNTY 5TANDARD SPECIFICATION"E5EST MANAGEMENT PRACTICE�S MANUAL SER(Eo5." I I. ALL!3PECI FICATION, MATERIAL � METHOD OF CONSTRUCTION TO BE IN ACCORDANCE WITH STANDARDS SET FORTH IN' LAND 5UBPIV1510N REGULA710M OF THE VILLA6E OF RYE E5ROl LOCAL LAW 3 -85 -19a5 � AS AMENDED. IZ. 9CHOOL DISTRICT LINE SHOWN ON SUODIV15ION MAP Aco PER MAP OF9CHO0I- DISTRICT NO.4 TOWN OF RYE, 12. (CON'T) NeW YORK - PREPARED BY O.A. KIRBY CO. CIVIL- ENGINEERS � -GURVEYOR5, OCTOBER fe, 19�iO 15. 100 YEAR FLOOD 13OUNIDARY SHOWN ON 9UE51DIV15ION MAP IS AS PER "FL-OOD INSURANCE RATE. MAP" - TOWN OP RYE, NEW YORV, DATED 6F-PTEMBER 29,1979 PREPARED 5Y FEMA AND Ac -7 PER "DRAINAGE A NA LY 5 1 e? - RY E E5 ROOK EC ->TAT E S " DAT E D OCT. 19 13e AND REV15F=D DEC. 29,19B& � JAN. 19,19B9 PREPARED 13Y CHAG. H. SELL6 IN6. COMSUL-TING ENGINF-eRS. z A N/r Z-11 N/F RYE N/ F W. ARNETT E5ROOy, pARV,,(VILLAGE) 0MOL0 + /F T DON ip ti N/F N. GALLO z% 4- -4 NIF J.PETERSEN CHARMF-\( N/FU.PR05E-RPI0 TAL .0 - /9 C. MARKELL ME� alur r) F] 0q. AA I % QNb -111 1 1 11 11 , 60 113i FENCE "-gA " Ip EASEMENT 21 INSET 'A AS EMEN 2 90-24 + N. 20. 2'Ol 0 400. X o' IV43! 0 'd METAL .5HEP 4:30. H9.4 �2q -r FOR M Z: PARCEL A 4p, /08 12 PLA 3 g 98! WT Pool 16* EASEME f .6" OA 'IV � L> Ci ksEMFENT---�19 OF-cIv- mom. .00 L� 120 l- 74.0 , Z, op: -ql " 0 1)�- , �: '43, N- 7 41- (cow, 5LAD � = 0.918 3.F W 4j- 2V- 37:3f' L.zgl. 32 , L 2Q�� - 00 7e, 36 -,gg - INV- 0 HOA 9 -9 MOM. AR.= B2 �47 �-F cc) 3. z cj V 0 OV ,6\ X -leg. ; v rA'A-) K- 75 00' I I IV I I AR.: 75m 5, F 0 r 2q 4 z �8. �11, � "'? "I �. F v X-0 �W101 It n ow " - �s C b 3704: NY u., el, C�V 00- 00 :z 40 GO w I, L MM'v L/v 1) v G-6 F, i u 4.- < wor �?R 'v T q - . 0 :-7 R A 031� 2�0,y Ato 4ef ---1 -------- 0- -1414 L--15�.�q, 14.29Roo'-00"F- ZI -7P .21 \7 o A- 25'() L� ge 03' 00, V. -w 9�061 - R- 21,1 ix AR.z 10, 073 Sp t % IN" 2.3.17' At2I!47:09` N. 3� L.= 2 Ll 103f'4,8'47 'k m 7671 S. F mX1 4 [)RIVE PARCEL C. 2@3 T -t 9.90' 170 �----W— I - t (0 Z, v 1110 L IN zi - 29� 00., 00 W. s/ A �d. MDN. 9?17 Al?,�5373. /0! F.= 4�7l5m' ------ 2� —53� 21-6 1 0, lu-il 02" AR-6760g.lp o At 06.4,7, @ 56' .92, A= 3 ou" L=9792' Az Lx W—� AR.=8771 s.p '56, =0?4�'00"; 2. ill I R=42,6 AR -'&P709.. - 0 1�? 4,p .02 L. 90, 1-9 - I - r cr 6�;97' u\ 19 -` 'd=0�23-22" L=10.0z L .31' Z2� HOA 8 0z .40 <Z) I.'- i I L= 9' ZI. 41 1 in 61,4.29�u - 87 72' AR.= 1�9,601 �.F -7(0.00' 0; Ap- 1ZN D:Do" 18,93 - I Ill 40 3.G64 AC R Ei`� q\ f ailli i� , "')l 0' 0. N �0; 21., W-00' 16. uvl� N. 27 AR.--�9323f R.= 73% 9.r EASEME T 0 \ y I rn AR.= 0845 s.F. A R= 74 Z G. F 2�00' Z' C�I NO. 21 c� EASEMENT A]39� 0 41 ll� 48'loo,' 10 r`. -4 z 14\' 01. IZA 4 AP.- 7&�4 51 1 At?.- 32,218 s.F NO. vv 6 U\ l'- - 'I I L 18. 24' oV 2 Z Lz 177 �2 .2o( , @ 1 z 0- ,a 23. bj! z a' Do A 5 9740' 22' _Z�: cri .Q N 33 30�00-E. 79-79' �Alk-t7833gjr C9 Mojv, Ld Ill 2GO. 00'.061. /0 '4 zo 14. U\ EASEMENT L =,?gg 6949, >0 (09, SZ:I POND NO 20 �510 (9101 w Zn 1?= �6 00, 61� N. 3Z 30'00'*p DR/ . " ", "FIQ 4 � -" 13--,>". 1W. 13 /8 Q 4-- 24-3 140A ro 5z D L : 1. 17 1 1 & 19 53' "' 11 -- a, LL 2:' 25 3'A Ak 79215 F 00 �3�41-30.1 .281.01 -2 > /g, �j 9Y IN, u� L//. 029 L=910' .0 tz 39" A-Wil!28'10" M%uMENT Isl p- L - 17'-.Uu NO. 19 33 96, L z'26. 13' Zc :�j @ I�N Al?.:. -7,319 g.F Q�; 'Z,�) sz� MON. ,z -4dW 44, AP -rill 'OD 4 0 cp `1-60 H04 C) 37. 10 AR. 93�7,5. Z 10 0 03 3�36`0D-E 11710, -.51 T L= IZ.9(* LU 4!� 49 3y, 51 R= D 6 Z 40 ILL Al -k y .4 Lc\ 7547 00 C, P7 0 00, -e-394 .%� I - I L �. `� - N a.=4( &\ (D3/ (Ufio A= I -t 5f 00�� 7-5z Fri 9 CFL u7-uu .,8 74-29 c:;) A AP. C? IAq1 Lu L% 9 - I ---,d=3!000" L=9-93, --i �,j �no 5 3�1 N, DO', Do "E 4CZ 4 0. 51 '6�-, ;:- 9, 00 % 61 61 34 9, F <S7) C7 AP. 9123 5. F 7, 1, A R 5c)&G Q 67. . -I c::) (=> :'- . - - 5. F 71 AR.= %,69 (.-p 11�kl 4- 60 ;3, EASEMEN f�N�' Iv -� �--1 - . " ---- 42.(o2 - V N.9 - , - 30,.D 1�' :1 ", v �04, 42-�8' 1� -- No-1 0 . . ...... DAM �S�15f_j EMT �m ,f I - A 0 .. - T-�k—A- -J2 2v** CP 73 523 W. 0. @ 0� V40A 7 .11 ii--. - 1- 9' r, �-, 1:-- 0 t�- '30 V in" Is) F-MFENT AP- 764� 5.F IA, EAS IV iz'z� `3 CULVER ;-C, 33 140 go -17 No. 9 AR.= 15(o, 04 bsieMEN'T ACRE� 6 4 N -17 Yv 4,74, JAN 00:00 .................. ........... . ch 100 YR. FLOOD PLAN --------- ., \� ��.24: / 4. 9.970, 4X40' v /'i 7 - .9v v- �*' Ill s I (�� 'I, 14-27' EA.05EMENT yj-vv -to "Z7 vi) E A E Nmi E30UNDARY LEGEND 1 .4 NO.1(0 9. 1z, EASEMENT ko PV. J.- NIX NO. 11 A5 PER FEMA NIF WT \N. CARLUCCI EASEMENT 'i35 4.3 EASEME No. I N.2703(vi AS FIE-: R C. H .,5. 1 Ill N0.6 A Zn 199. 00' N.52"30 -i c EASEM04T N. 391 Do, 1017 --49-.2 N.ZV-01-40 '-ID.01 11,409 5.F c\) 2V-Z�-CO F. 90.6 iE I \oi, . NO. 19 37 i -2.9p 1 11 V7 �g.W-7Z.4 f Z _q tAlF H. VULI�p N. 86? \�OUNG 32 w 24- 20 - 235-14 . .... D�M 5 W. 3. 26 THZOERG 4% RD cs 130. ?3% 00"E. 51 Jd- CIS Ck 'It �D CZ cvI rz,. m C, (D T M 7. —A 12.01 - 'ff� C> C> b,b505/a1- �n 5. F 10, 100 S.F AR.z 6571 F. AR 1859 S. F s. 15�- 2 0 dA &R.=70095 -F v 00"E. HOA N. 20 112 .00' 76.74� ?= -D jtoloo A\ -P Nz. `101 41 NIF IQ Nn 72.00' till NORIPEN Nn n7 !S�� uA AR. -82805-F 4�1 CA&CUCLI IV) 6- - 'L(O Z7 uu F- --R zs�, li I c:, LO 2�-- 00"E. 1-n I C> ILLJ cl. G27Z 5-F 00' 00.. �7 1=1 6 �7-0 3 'J�-8 A 1, 1 61 11 L,.UU r_. ill DO r-. L 4-"-. VD Cb w NIT N 260 Z�'- 00 E. 5 -7- EA.SEMEN'T It\ m 140A EASEME AS E M E N"r— \N ir\ I U\ Q ck A /V No. 14 AR -t 3450 �-F OA 1 NO.2 No. 1*3 /�,00, Ld f 6 N c> c r-2. AIR.= 19,75(o .1. BLIND IS) C!, - 700� AS E M E '.0 5 F E 12 T 4 r Lz 23. C! %$TO EFALLS COURI 3Y --- -\ 1� 00, :-;ii AR.-G3�4 9.F 19.0d LLI F. - 1102, 03 MON. AR.- �0' W- -F4 7A, ........ mom - F- AS E hi p_ t4T L-23, 2 MON li .7m a An /.V mv- n - 00- E ti- /-Y I '30W - W. w HOAZ Z-5 rlZ) kR= ZM1 5-F. V40A 3 241 slq43, AR. �777 5-F 100 Z 87-04 35-28' 176.84, OD 'A D b AR=2D r"', -7mu (i� s- P. B7. &4: el. ORTVA -67' EASEMENT I,- NO. 1 �3 '05" 14% 3� W w - w PARCELB IJ Iil CZ -rl-.41,C-C -rll /-/7/ 1,4,1 TV nA',04,0r10CA 17 1151C41T 7`10N /01 IX0 SEc rloAl z3z-0cK /-,g r IdD 4 0 7 19,01S 7'07'AL R11F0PEA7-y AAF'�5,4 26. 8// 4CIF,55 /V e,60AI 4,0PRO 5,0 '1 6 IA 7�V,6- Scl,3DI111510AI AlAP ill A� axe., C//,gs. sel- s /wr. ;r//e T&RVe YORS W110 li- Ir///S All CE� '011,11,5101110,4- WESTCHe6rHR COZIM7-Y Cl-eeli-g OC -,C-/ .00 AIER-59Y C6-0,r/A7k' 7R,,9r 71le ellIllell 7-1,115 0,950 1.6,045EO W.45 RPL- a ROOK i2E 0P1W,--1V 7- R.4A;`7-All 6'0,0-o04erE0 .0,5C. 77 lq<5�8 el ;rl-1,97- r1116 Wli WlllWP,1e7Z70 BY 4aA.AP0*` 7`U10 0FIV711,eE6 11VO, R,4R7-1V-1='R LIANUill 20, 19639, /-Zo- Sq R.4A17"1Y,=A1 CYq5`. SEZ l6 3, INC 6,6L L 5 lAilill r "o low a) )qE eye BROAt fppeov,& 4D qAtD wsuucr ro me g.ESoL or VIj 70 1 14, /fe? _L 4qE Soqk OF 7R1137EFS 04rED ArSRUnkv A BY- 411 -7— 2 7— <5 17 CHAS. H. SELLS, INC. I A--A— Aill 1165 CIVIL ENGINEERS &SURVEYORS EDFORD HILLS, NEW YORK MEN= WHIr,6 Ills, A/ V. 5eAli 1015posel9z 11*96,11-lrle-5 ra All'i?eZIE 16U1ZA9A1V6 C0A1l5`72F,0 7-0 461E 1AISX491leo X qCC0,ea`9A10E W1771 1,0Pe011e"eA17- PZll 0,v C14,ff al1r,171 71-11.5 D,e-,4c>r,l -�&qAls llq�vv spEcl.,=Ing rlovs 4oal-Y ,;1R,0R0L1e,0 9ll 1v 71115 ac;cvce pvloR ro r/;,e C;QA,1iiC710.,v OW S41l 43all-OIN6- ,9AI Y rlovs ae P,/ 7,6,09710A15 avar,,5zotiiiii lf'IAIZ�, 4!5!kC461c7- 71le i9.0.01r1CW Owc- 516'All:`Il 0,1= 07�YEe d4�0,0AF29Z111V6 9,117110,e177$1",19,V0 71-5I� 097C 7hMFo,50,4c-,t�n'ff 0A1 71-11S PZ,,l 7He aRre oc' 71v1s ,q,0,0,e0mv& 11 5ill /- 1A111,VZ1.a97.E rll,� 9.QQR041,9Z- R,5C0A41W,=-1V0,6D B�-: m Tr c COWOISSIOAll g0vc 1A-1=WZ7X1 - - 11AI, M 0 SITUATED IN THE VILLAGE 0 'F" R Y E BROOK WESTCHESTER COUNT"T", NEW- YORK SCALE: I"= 50' 0 2,00 D9 TIE COUNTY BLOCK 6322 SHEET 68 c1Z 549 4 7 X, 6 WE.5T.1*11,5976kO eZ1.f1,r;1 6Z6eeS aFlcI45) 01111-51,11N aF Z VIOONo- 4?,4 RYE t a TITLE SHEET DATE SCALE DRAWING NO. CHAS. H. SELLS, INC. CONSULTING ENGINEERS SEDFORD HILLS, NEW YORK Ll LOCATION PLAN ••t. LEGEND EASEMENT TA13L NVAA-VILLAGE NEW Y RK AMi �.WABTE�C . HOA-440ME OWNERS ASSOC. EASEMENT DESCRIPTION RESERVED NO. PURPOSE TO I EXISTING 12" 5EWER WEST, COUNTY W.C. TRUNK SEWER 2 25' R.O.W. ACCESS • 'a TO 6E 45ANDONED 3 20' SEWER 0. VRI3 4 EXIST. 10' DRAINAGE. VIZB 5 20'�VARIES DRAINAGE a VRI G 20 SEWER V R6 7 20' SEWER VRE3 8 20' DRAINAGE VR B 9 EXIST. 12` SEWER TO 13E ABANDONED VR13 10 20'1, VARIE.S•SEWER VRB It 50' ROW - PARCEL HOA I I V R B EMERGENCY AXE -55 DRAINAGE � SEWER WATER NYAW 12 20' SEWER VRI33 13 DRAINAGE V R B WATER NYAW 14. 50' ROW.-EME.RG.ACCESS VRE5 ACCE.55 N/F A. NORDEN N/F W. CARLUCCI 15 X70' ROW • EMERG• ACCESS V R 13 DRAINAGE WATER NYAW ACCESS N/F W. CAR LUcX I Ito 50' ROW TO BE AI3ANppNED V R B _ SEE. SMOTE 17 VAR IE13 -5EWER VRE5 (NJ F W. CARLUCC°I ) 16 20' DRAINAGE VRB 19 20' WATER NYAW 20 20'6VAR1E5 VRI5 DRAINAGE ( SEWER 21 20' SEWER VRB 22 20' DRAINAGE V R I3 23 PARCEL HOA I HOA VARIE-5-• iNGRE•56� F G R i✓ 55 TO LOTS DRAINAGE SEWEP, VR5 WATER NYAW 24 DRAiNAGE � 5EWER VRD WATER NYAW 0 NOTES: ES 1. PREMIOE5 SHOWN HEREON COMPRISES THE LAND DESCRIBED 5 THE VILLAGE OF RYE BROOK SHALL HAVE PERMANENT IN DEED FILED IN THE• CLERKS OFFICE- DIVISION OF LAND EASEMENTS AL014G DRAINAGE AND SEWER LINES FOR RECORD5 OF WESTCHESTER COUNTY L15SR BPt10 PAGE 2(02, MAINTENANCE A5 SHOWN ON SUBDIVISION MAP 2741 AND RECORDED ON MAY 4•,1987• &THE NEW YORK AMERICAN WATER COMPANY 5HALL HAVE 2. 5TRUCTURES MAY BE LOCATEDWITHIN BOUNDARIF-S OF PERMANENT EASEMENTS ALONG WATER LINES FOR INDIVIDUAL LOTS WITHOUT REGARD TO AREA, LOT WID'T'H, MAINTENANCE AS SHOWN ON SUBDIVISION MAR AND SETBACK LINE~ REQUIREMENTS OF THE ZONING ORDINANCE PURSUANT TO VILLAGE LAW 7-736 7 THE COUNTY OF WESTCHESTER SHALL NAVE PERMANENT AND RF-50LUTION OF THE V'IL•LAGE BOARD- EASEMENTS ALONG SANITARY TRUNK SEWER LINES DATED. 19 FOR MAINTENANCE AS 5HOWN ON SUBDIVISION MAP 3. THE PROPOSED ROADS SHOWN HEREON AS PARCEL- C, SHALL BE CONVEYED TO THE VILLAGE OF RYE BROOK FOR PUBLIC USE. N/F L• KIEP 4. PARCEL. A AND B SHOWN HEREON 5HALL 13E CONVSYED � � EASEMENT TO THE VILLAGE OF RYE BROOK FOR PUBLIC USE,., PARCEi.... A- PARKLAND, PARCEL. B•- ROAD WIDENING +�\ . N0.10 o � A E ft R FOR EXt6TING EEASEMENT5 TO BE ABANDONED SEE TN 1I 9 THE 50'ROW EA5eMENT T4 THE VILLAGE PARK,(EASEMENT 14,15 6 16)) SHALL. BE KEPT IN PLACE. UNTIL SUCH TIME AS A. PC7RTION OF PARCEL C TOGETHER WITH PARCEL A i5 IN PLACE. 10. PRIOR TO COMMENCING ANY CONSTRUCTION WORK THE CONTRACTOR SHA.L.L• INSTALL SILT CONTROL DEVIC<=5 1N COMPLIANCE WITH WESTCHESTER COUNTY STANDARD �. SPECIFICATION "P EST MANAGEMENT PRACTICE5 MANUAL SiERIEi.5.` II.ALL SPECIFICATION, MATERIAL � METHOD OF CONSTRUCTION, TO BE IN ACCORDANCE, WITH STANDAR05 51:7 FORTH IN LAND 5UOPIVISION REGULATION OF THE VILLAGE OF RYE DROOK, L°OGAL. LAW 3 -835.1805 � AS AM ENDED. IZ. r,.yC°HOOL DISTRICT LINE SHOWN ON SUODIVISION MAP AS PER MAP OF 5C.H70L. DISTRICT NO.4 -TOWN OF RYE., 12. (CON'T:) NC -W YORK - PREPARED BY J.A. KIRBY CCS CIVIL ENGINEERS 1'✓ SURVEYOR5, OCTOBER 1173, 1950 13. 100 YEAR FLOOD BOUNDARY SHOWN ON 9UDDIVI5IO'N MAP IS A5 PER "FL -00D INSURANCE RATE MAP" - TOWN OF RYE, NEW YORK, DATED 5SPTEMBER.28,19T9 PREPARED BY FEMA AND Aga PER "DRAINAGE ANALY515- RYE BROOK ESTATES" DAT ED OCT. 19 Be AND REV15ED DEC. 29,198e> � JAN. 19,1989 PREPARED 13Y CHAS. H. SELLS INC. CONSUL -TING ENGINEI-RS. z: CSS rn A W� NI F K . WQ7AN °• 1°° a``�� > `*' �.� N/F w ARNETT 1 �. N/F RYE BROOK PARK°(VILLAGE) !° w N. GALLO 1J/F T DONOMI�L1� N f F . N F IPETERSEN CHARNEY � \ NSF U. pROSI~RPIO tg '.� 1 N,/F C. MARKELL ME:TA.L r: b, 5 1 sttEo aP► V1 718.510` ° t ts� '3z) 5.ASEMEN'T 21 INSET -�3'/° 9 yId 1z' S2.cn EA14 MENT ?gp 0Q. 3lI3.a4 2 o o , ®.1i-10" �31,A-t L 5025' A,� a Z'�` N.2�° 2,00E 400,�� x-' M�zaG �il�r� ' '�� NND p.�pA .31. 05 = Z25 a0' da t ' 8" II �oncO.p�ar o��t PARCEL A ':' �'' ��'3a°�, -41 '� 12 dp'>;1� EASEMEI�'¢:� 5fi a �,�• �``' � � `.��.�°•�j0� , :13'0 Paas � o Al2.- 25,9,8 9.F NO. t tv 0 4 d o�• �`3 ,, sop. �ASEMEN`�" os- DIES �c .. --'' in, �, 5F. "�a ° Q5*31 MDIs. c{ ouc. I.al� d 0.00 =14174,3' dR.= Io, ° - ©T. 'I ''d®, p2 °� \r� % p: Z� 37 3I" L.=8t.3� . 6 sr HOA 9 ,1 ��0 ,�.-' L = 22Q 3l� �z• 9!8 g. 4 N .o} /} �' 19 , �.1A•''� � ' � d =2� 0 � �° 93 • AR. = �2 547 5.1✓. MON, a rig � 4 �t � � �.. •�Q�y 1.89 ACR)~5 �° / .2 9 •flag+ b O -� b -( m �, /j F N.2(o°2 E. 113.02' �� ,4� ° r O RT 72 `l �\ p L 4 ro .�`Q° °° / 'r Jaz= 75.40-' Q ,`� / <v�' ,�i °-.tv�1o` ; �:.;/ ��, est °�, ''' d' 141 - D 'hti K- DO' d R• = 7350 ti ' D� �d 5 6g 9 �,� " c�•ZI 78.17 52 \ q o S,E ��` tztw", 1�3 3g � `� �o o �- � b=z4' Qoa„ s.. , LCL b 37D4: go ,�1a,�;��;, 4go " !Ip 1aQ. o D ,\� o - o '1`r =$ QQ., w^ d53' w� 4 5F. , ,3 o- a> l.. L 42.71' !'Ir ' ISR f°509 �4 030 �' 4 Q,• �� 3 ti✓ d . ° ~. ��O 0��00. I `�'1 3 �Q ` D °' G'r'r ~ --4 {,ytO`, IN- '0 jj♦♦ '00' X3.92' AR'-2poo, b �Q ° . � f $ J _ ` '-fF . SAB°2$ yt g ,1 't ��25.t� �� rrV �� /fa "'. �• 'U y .� `\.sem (�' '%i p r = 'T ✓ Op: l�. F pv, ° q� �'�, �Qg 6 ' 3%.7(c" hi 9 , 18°159' N.29.Ot? 00 E R 1525.00' d_ �, o. t 1, 5 o� \I & -la _9 d o ° 23.0,5• 33,03, � R=2rj r., � 4b ,�= � r 1° ` -- � }} 1 GiD4 0,,�2$ ;, D " �c` ¢' �1'1'�' N. 3G •¢5. « %7 3.5,,. _ Z; �;' � /� �y /*► I . z 2 2 1S = 1a `' � J , (DZ. i f3 „' . { . ° ^� cx, JIk. = j 0 p � r� P •" np o tC° �{7a` °}t{J'A'�C fl y. d �(}�; W ��"�+.r,.na "„'�,.a�.w �'� d �� o -1 � � d>V► �� f `�° 1©"j• ;¢7 1k 76 �' o =I`!?33.01 ` 2I f'a�`" G% !✓ . F % 'Y vV rfY P f so' __ E L .4�o rf s: .� 23 3t>o, r -� dbF `o / / ,> %g QQ" D"-----__ IN """'° r --- ---cs� 1 `' `� �� 47• M .g 29 00,00W G3.92,, W--- -4 _ r8. \10 ° N.1 I = d`b- MoN. 9' +4 QJi,. 2L q, fi b y• ` o 15:. ��'h Q-IQ.3 p 5 t2.- 1475.00 --- o `"' 'I : g t � �G, t4a d. A1Z,. r• d = ti -G -4A 2b 37.92 p - ° '� ,�'� N, 5 e '' t r.. Q,p = 67$ 59 00 - 3 48 0 0• �r• 4 AR.= (j $° ,• �`�' '�v <`` (ria /r�} }(�� t c� $ = p j� �•} f�/�„' a L = 97, 82' . 2 0 �••% /�Q„ �•' 14. %' t 4> < °•y,�4. OD: /'� " +�y, r "` �.F ` 5771 r ".'✓ �if ^^ ,�j. � �`•• \w `• `•'/ Ar Kt' V � d Vf �•• 0?0' 0 I ! / `i/G �' .\ / V� •�G p AR• � �.i. L , 1� ASa� � �f/1 , /]/`' a ti \�} v� �k': 8"v .sem L I9.3P`- d- 023'•22 L.7 9tq 8 „ fiC4'.�, t iy Dp, tg• � 9 (0 7� , C� fis � Gs©. °a`t�• / pq 9� � c' �A S i rr'" c.� �a i L " q 9'r� . �! 9 4s ¢p 30,• Q p , 87 Nr % / 0 AR. 159,�Ot m .s ° ti 8 d 72 .� NSg� 3.fo64 ACI2E5 7� 4,p= 5 ,$ 8 `�• 'd 20?�O. O„ ,� =15°3 t, g 2®: N. 37 pp,0 „ 7G�.00 115: 2I' �F `� o ,.ya• / b 9F• �i?.� � •F,� • y � � 4fi .• i �� ``�... 7 .fib ` , AR =X932 5,3 AR. = i35b �.l` - AR. 8843 s.F. Al? = 7425 .E N w ( 18 9 , ,F, EAS1E M E N. 00'Ob E . a� EASEMENT -- =' b �� ,.�� ` 5 0,: q �, d &, 8 �'� $ c . r / ��s NO. 21 ; ~ = 2500' pl NES ° A�.= a I HNr- OA � 9 . p i`' ��1 n 0 22" L= 177 52' 40!'G�j•�r bQy `�, m 784 5.F �g tI, f5p L48.24' dR.=32,218 S.d= p 2? d °�$' err N4 ° 8' 23.103' 9740' 138 22' x t nw4" 31y4O' d 35 30' Dp" °I'�oN,rorr, ray; 13.2b° 00'44"`~• X33°30'DItE. 79 7`� i i� �AR.-78335.)s�'Q" �E''sz> s }f 1,��;° 5 x'$01 28 4Q" R=t75,aa' �f4�2 R •';4•�3Rlr-...-® EASEMENT Pbs.Ql ,� 1 E• Q° Q, QO` L=z '99 �° a7•. �y,3fl•oof }iy l �` j� N.�� a ' �(Q:p ,` ` - ''°Q. �' 1 ' 9g��,- �� U {r2�, • ,% ` _ y Q5 N• w .5'` p� .x•93, ,moi NO 2Q t2-5b.o/� a•�2" t:.. -r.•1 :,,.,z g'3d: , (j %'2• ,Q4 Qap C '�^• ` h+s `•5\ 4„ I • � f ' c 7j�,3 • " �� • W %" ■ ,V• �P' t 0 VS u' j��t d a � *1rf $ Q� � � 1 •�,. �8 Q ® cs� zr. t?A 6 R-25.01, � . Y �' A -?3 °30'00„ V f ! ppb d = 22 4,' 13` �.�L�,� I3;fg,. � Q t � �° , f 4 ,'mss N.32 00 E f 9 j Q =132 4 W 6 93 d= 2g d3 L' 19.83` �" 5 2 _s- d .l2"�t` sbp p0 la- 23°501. L r 1 C= �., 0: A2,G�0` f �c r g"Op p `��'' (� d�'.= ig21 S.F L 3T 3d 0" I --- w" _ N L= X793 9°.5g 3I' pOW p=5 3519' 2D� L=81.05° ._�. 28/"fir 9a Q, EASEMENT D ,� d=48 Off' MoguMENi Q- ----w O„ -- .lei°'72' °,p0 o . G, 32.1d 4= � 3� 5 ° K � 179 00' N.22' 29' S "i �y 8a NES. I , ,�' '` t;` fQ: d - 6�t a28:i0. 2 L= 188.93,• �1,t 3�. �= Q4Gj° 33 p 191 t)0'PAJ,�✓ �-'3 ° 00 `s' MoD 3 tv �� g °Me, ` t = 28.13 ' � ©, $ � w "CX, W p:p M 2 �� 4' /Q®', lac k ' �' App • �t �, �, AR = 7319 $, ' -1 I�'{ I' 29 ° _. 51 S°fi o t; U C2 ' w w (���/r}�A{ {�p<' --_-__ j(,} L gt.2g' ; d�!•310 gp �` ,vp o J`g3Zg3. '�, 225 w 1�3� 2 EE3,� � MON. 1 V o •' "'' 1t C 1� • "'� i% Gii iQ Q ` 4t a d �` ' A V 0 r 5 -- 2 NC1A'8 r�° .�? `� 33 30 00"E, Ali v' 3r • 5.35 -k 103.12 5 4 ►' 11710, ,W Al2.- 53 ,4 a �. ��L°� r�`r°'st �, Ah'.=g35r0.F ?E" �, w •a d---�o-- R- 202 a Ia8 b=1°d9' d4" �'C°2i' A',; e�, a ��a, �1,IZ.=4(oAg'0.� � °C� �`�`%4 "�'` �8 ` `� � ` 5T � 35 v` � �'�°3° �°Q �98° 1 1 �a ti, �ij t�'��04� -��°dQ ` e.r L= 12.96' p ` 9911 vo.*fl:00 A=1 42' 00 L 64. - o r„ 8 'ASF ; ` �1 L'¢ �' ` '1' 1 �, �`� ° 3 pU ?3 o1A;h z .=2540' f°1`!08' c i �!% a` r A:?'05.00" i!�4 �'. °c,0` g_ 2� 'i ,�. 30-04: F 64.24' ►?,9e92',••,....• • O Y �" us is U. l Q"9R d3 4�. -s g ' AR. 5998 5 �, .. .. 6 cn Tww. ,�3 t.19.9�a Gra,° Q ,�� !\ ®IqC) vs , 0 rye .., c� Ak.�7429 5 f: css "I�,:06 L= 39.15' o f N 2°04=QO.Is.. ..... • ��... • N53d 9>° ' F °1 A=8®4•t3'•00" L --9.0s- t �j, �, ` �. - m _Q=3 -t5 « 50� F' 6.F`•` 1 2;.. -- 3�:QQ" ,� 1 c l «,a°,Q:r �.�4 " D' G� -° t m �; "-9•g3`o Cy+J u els ,;,�-1 o S:F. AR= 535n 62'5 ;-t�1 J�oi' c,r8•� `�. o r,00 N 3�°DO°•0 ,. Q• . m = 5%69 , cp ° , A�? = &(.3 1� c7 p E. 10 ci AR. Fe s .2 0.� g.I ti °j8$*16. m AR,= 59660 F. s AR - 123 � #� }� A AR. EASEMENT�;�,a� ��_w w .iti t. <c+�'. �` Wa ;`^1 •-.i e,y p �:�� L \°`,� •o C+ �,� Zt. dv M UQ b x«, a, �%-�, '� • � O '�J• "� e NO.� -s / 0 •....• . �4. 0.. x:.12'4 °° `••• ,... rJANt ' �� �►°�o •. 1��.r�{�} 42.�i$' 7I.9j5' G1 " zm ;q ter• = �* �' .tk° oo .. �� �a Vit. 6 3,0'007r42.E?' V? W 2.2 ` 1 TW•1 1. +� �A�ira+1`1 f44a� d,�a }1"!J• .d:oig •, .r r^ o. ✓"� `� __ g Maty. ' 7 ?0 m 2 T1.26 • .*nJ/ °; . , o v c? '�,� 137 ca ... ,' ,aJ.' o' w a P: 0 34:00" HOA 7 Sg3 3Ao..,, (). '� --', ---�- i_� . •.�qo, •. -6 3 g' ��• )` 3Gs' , i 1 met 2-60° $ y , oo r; �' `'- y'N n R.- 13to,4A 1 6 °°°W °' •, oo_ BASEMENT Q. 3, N 4�ra ;-. ,.� �; m A'= 6¢ W CULV>p RT �1 2 . « ? ' 4 ASE MEN't Q .. .. . < b31' e Q % 52 d o 7 3 F oo' F _ CRE S � i 0"w r2' `�'�b" 1' 20' . °`� s ' ; mss¢ , • 3,12 3 A C '*moi 5 1ta `�$`9 Baa , A . • ' i� ' `° ��' 7 9� ►3, cl 1 Sao; -,.3' No, 't..�-.� _o .('.2�� �' o.�` a rtl mm , 1.1 z4« . , .r s�, iu ----- -- -- ----- ,,,�,.. _ .., .--------•---�. <. r"""° l'I°3 � 2A , ; `; `L .s .n'u' 2 d 1,�Q° �R' ¢/0 5. r " ° FN � aDQ'pQ" Q M "S45oq�: p�` > ? a A 5 `�, (iq"il�j.3 `, `\ tJt� 11,' L ���'8 `'9 S"' `� 1 Q T8' L, �� ti 1¢ z� . w .�� �; o •z-:..NtN .. �,... • �r:Ot}' �' S{ • t°�• r EASE 4t ,P 3 °' �, qa ; , s �?< Cog 3a'•I " X02 .AS ,.......... �---�--� e� \0 EASEMF~ i ° 21:10 ,' N 1(0 so! �/ s' �` Y q® d c�aBOUNDARY No. t �.., tr ...,.•.... �•`� /. { fir. n .i`( �1.�1 Z'� ° N � '�• Z .r' °• d .sae ' �°% � x � 6/ i �J p /•a V �1 � � �,�j� ,."4 (• ` ••'+,/ � LEGEND -,-kl 16--_ - •.. °SEMEN `�`,� �, -az8'�`''-s -.,.. • EASEMENT ° '= e, to-�'" �•idc�� 04 ` {SIF W. GAR1_UCCI Itg43��,� �:�,�'l ���'�,�� NO. It T .�......-...�.,.-�. _ A5 PER F EMQ. EASEMENTN0.6 -�- �`~-- -_ NO. : 71.27 0.... - 3 � .. . .v 4, m ° , `--- �----. `�-- 199 .32 30�-----�' ti1'�9' EMizNY �� a p 2� As IaER G.H.S. INC. 39 Op;00 'e5 _'a: y , ° 11.2(06 25.Oa l= '~ a: aD`F. 207. Iii ° a:�s"`+�' .z •oi a �a.aa' 3 -,,'' �p A `CV+IaRDY EA$ >.....••••,....e N F M. `� d .� t x0.32' U� / N t,: ® = 11 8 s o -r3. 4r` �_ t t)L 15 _ J F SH.4095.F ca .. �•• 92.92' 2 r % s Slat N �s.u�72.4C t3, fi, ` c N. K N.80°3 .h �; ,.},.. 24 20 2t.d5 2�o w8.? �37._�' 32: 2' 8 51.at'$ 72.02:' 77.^7 - �""/� p ,� $ 2o.ot' _5'� . 142:$1' d .za'-- _-;.,.., .. 2r.. =43=w � s.:� ... FRG �1/F ' ' « o W 56.E"w. ,_ r O� rr N/F 5. Ri�THE.N �_ d , 6•?JG,,,_..._- j�. ?31. 00"t 3t,TA m , , c•t. `b'= ®o` 10�• 5.22. "3'oo'yi.1., ei w`�s� Fw ao �F w CIS 7741' _7_4 1 5 o 6871 S.F� '>AR.=o100 S.F �z 7859 s.>: AR - 618 S. _• tp `,xt .1 -d1X.$210I.7' 2- ' I' ' "-_ -'``'..'.,.,,-••"'`,, h Q. �°• ':' mcAr m`N'`1v ect p4 °. .`- e.; 00 E. 112 0 w l �, ,�+�• � � r , N.26 •Z5' -° 5 � 1o�io' � b°i`�`0�"�� 1 76.74• b ILI��.�TE1K � 79.Oc° � • � I�:oo � i \ �o"� Q1 '� �. �� v NSF `� z W 72.00°'� -r i � � '�/ �ti � o � s., � u ,,•� w AI2. &� N 24.25 a4"E. I'�i 41 ° j � IyI• R1� AC`S Qq�• L/�o` -` .' EA�3EMEN �° 4 „'3�° o ? AR. 6272 S.F. `� '" `� 7.00` 1 . ---''N 210 5' t k l oo` 2 ao F " ?° �o. a�� 1 -.24 �`���'. ' 200, $11 ,. ,$ NO.l2 1 �� �6. E A�� M � N� N .2to' 27.40"E 112.00' I<i.20- 5"1 - 11A. 00 �� � . �. G�° 25 413' I~. 23.41' � � tooa E �.� ME �,T Q -'- � ..,- � _ z7 p0 140 �,3 � f ��SEM Et+iT - � �' o` ;,,� 4 `� � u Cie.= 3430 .f. �, 40.2 t�A , N0 23 °0 N0.14 � 8p , <v _ AR. 19,756 S.F. N4 4� �'=1500ZZ /u- a ; .". �c` . \• '�! a� 01 -� C �* t� °S' AR.• 7002 S.F. _ i � • aE. "' 59' 1Z f0" �i �" f f4 f f`ci' v" . •�ti° ,131.1 i1JD tip "` �`'\' , o o LL CDU T � �N,,�raoa, � 23.3 goo 4 SF 3 AR=6384•FT� ole. It1.55` s5.00 - S.3 °f '(1 W ° 9b 1 M fi d= ...... AR.= 8 S 97.50 t~1�T -_ Mort a 112.00• m0N %00` R= 25.00' ° 00"E. 209, Q5' E ASEM � W � 19`m 64.gq�,�j 4�q` .o _ 1 zv0.00' 59"3Q;IS ,°tZ= 27 43, ,?J.26 25' 777 5.F. HOA 2 W� � N0.4 S 3044 0 4 '��,�o'` �' \�•�, �' 3 °`.-� }-°- , '.3� °-> 14a• .� � , a� N.21u • 25'• 00`F~ AR- 2681 5-F. L = 20.0 ,1= 8 , 55 AR. s� _ ; ' 01 a 24° 11` 00"F 2 �' 0.72' 87,Od.' HAAS 642' =38.28 76.84,= 2 71:' ' '' -f2°oo.oa a=Es^ -. g © �1 53�� S.F. 5 x- _ti 35030 _ TR �. s S.4!° AR=20166.F. u� °R.d563' °�° >. F �� AR:- ,S� A4 ___�__-- _ 5.25°3 05"W. 9.11'"_ •--___ �y.9o' _u u ` L=90•(7,7` 119.98' ZE)71o2` EASEMENT 796.99° Z -° 1 '•3 N0. S " 5.31"50'05" o. m Q- W IW46y C1119S• 141 6161, Z 5' 14/C. rHE 51elI,PtleyoAlls tUN0 M,9ve T,`,t15 MAP Dd h'EA'.EF.3Y C.ErPJ"zI 7/!Ar INE' all1/C7 T1'/5 VvI /S 6.45,60 U4.5 CO, 0,04 e reO vEC - T,1968 /SVO r,� r r/`1iS W,4 W, 15 ea' VPLE7,EO LIANZ 4.Py 2D /989. C#WS'. h! 5'L L 6 1A10.f fl� F { r-. IV loopf f NE ,211 ,S'MI'TE" G/C4itl5e10 uwvI-��* tri✓ `/wv / 4:;W4-� LlfN L,Q r /c o L D % /c is/s rOrAL 0R0P6A77Y AREA 26. 8/f ACI?, -5'S RA:1EPAE'E',0 dAN. 20, /989 C,4I 5 h! SEj G S,11tJC. l is N GV S°•'4%e,41f STATE GIC SED sC',2c7,GE5S/e2rt1,9G EtiG^1NEE,2 Z \, Z TAI ONNee5 r910PROWZ_ ,SLI&pN15faN AlAP 5H1,11ct1N Ao1E 660A1,4PFP R041EG) 1Cd,Q --'IZ /1116 /A/ 7 I,5 641ES7'CH466TEh? CQIJrt/ry CGE•,eArS tic c'/CE!31411,5/0V GAF'1_11 p RECCI.PDS- ,PYE 0R>00K' 4n51/E1_ 0,0N_ -•1V 7' R.MIFA, I5', 7'4!10 t /,57 V TU. [P��5 1116., f'Ak'TNE,�' -7- 2 7- 8 `7 CUE'S rCh/ 5 ST.E e COUN7Y ,OEP,,9RrV,6Alr fF/l"I-T# U1N/rE /aGAl,VS, N. S! A,o.opa41e4o ul/BJEGr Td T41E P,PDI//S/vN !1c'f' eve*OtqT.5' 5L1,0,0e y F,9C1Z /i/ES tit O 101164/G 5e1VA1 �' L 1,5,00 ,VZ .�.9C,*G/T/ES j'V SEleG'S` 4C•94'I H0`9t31T,9C3LE f 4111-4 1AI49 H46IP46'19,,I' C6W57PC/C172FG ;rO 8,E hVSr.9Z4e0 /N' 1qCC0,PA9,t/C,E J4V17 rr' /4fP0e0j1EMc A11_ PeIVAIS 0A1 JC144E WIr.Y r14115 .nT- A,t1fJ 04,1 r-1 S, 6CA,,I r10 vs Goin- r' ,I /clZe- % 1N 7,glS QFF/CE I-IA9/0,P TV r7E' C'4Qrt15re41C r101V GW SIICAl 81J14 LiING. ANY E,Pr9SU�PE S, C//F�,V�ES`, .9Q DI rloAlS off' Al7ek'9710N$ ac I ,Y'1,V1,,, E,YCE',1c1T 711E 790.01 16W 0.F' 5A5A1.Rr1_4R 'S 091 Orl-146- ' /9P10,t a111NG' AlIrlIOR/TY,9ND 2W.5-D,9re 7?VFRE0MWP6 471 I r111S PXIAU 9x-reR 7HE ORre CIS' 7715 AP,o,P01147Z' SfaAGG /�tl!/.9L/D,4TE' rIqp,0 041..74. ,P.E•COA4WEN0,60 B5-: l STANr GC),tl,Qrl/ DEBT. OF F.,,VUI�,t/MEIVTAG Qom. / N ,I SUBDIVI! m RYE BROOK ES ES SITUATED VILLAGE OF RYE BROOK Id WESTCHESTER COUNTY, NEW YORK SCALE 1"= 50' _• 0 I 200 COUNTY BLOCK 6322 - SHEET 68 .. FIZ O 1111 /r//IC W46-514IN4 S76R e4ZI 17Y CL,EE.°eS 41115, 49111151,11N 0,A' L r?r4%0 e� 452 f 805 DULY 1?4911aO ARWIM� OON0. i �. . ,,w �, .>., .A, ,. _ .� � .� .. �� .. ,. _.. .. r;� MIES BRID&E s 1. THE THICKNESS OF THE BRICK ARCH AS WELL AS THE THICKNESS OF THE STONE PARAPET, WALLS BENEATH THE ROADWAY ARE NOT KNOWN. THE CON- TRACTOR SHALL EXERC I SE EXTREME CARE WHEN EXCAVAT I NO DOWN TO THE TOP OF ARCH TO AVOID DAMAGE OF BOTH THE ARCH AND THE STONE PARAPET WALLS. 2. THE DIMENSIONS OF THE EXISTING FOOTINGS ARE NOT KNOWN. ANTICIPATED THAT THE BOTTOM OF THE FOOTINGS ARE LOCATED SEVERAL FEET BENEATH THE STREAM BOTTOM. HOWEVER, SHOULD IT BE DISCOVERED DURING THE COURSE OF EXCAVATION THAT THIS IS NOT THE CASE, THE REQUIRED EXCAVATION FOR THE PLACEMENT OF THE FOOTING PROTECTION, SHALL NOT EXCEED THE BOTTOM OF THE EXISTING FOOTING BY iMORE THAN 3 3. IN ORDER TO PERMIT PLACEMENT OF THE CONCRETE FOOTING PROTECTION IT WILL BE NECESSARY TO CONSTRUCT COFFERDAMS OF EARTH, EARTH -FILLED BAGS, TIMBER OR STEEL SHEETING IN ACCORDANCE WITH SECTION 552 OF THE N.Y.S.D.O.T. STANDARD SPECIF[CATIONS AND PROVIDE ADEQUATE DEWATERING DURING THE POURING AND CURING OF THE CONCRETE. 4. THE FACE OF THE EXISTING FOOTING SHALL BE FREE OF LOOSE CONCRETE AND THOROUGHLY CLEANED PRIOR TO THE PLACEMENT OF CONCRETE FOR THE FOOTING PROTECTION. 5. DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER TO PREVENT OR REDUCE TO A MINIMUM ANY DAMAGE TO ANY STREAM FROM POLLUTION BY DEBRIS, SEDIMENT OR OTHER FOREIGN MATERIAL, OR FRO14 THE MANIPULATION OF EQUIPMENT AND/OR MATERIALS IN OR NEAR SUCH STREAMS, HE SHALL NOT RETURN DIRECTLY TO A STREAM, OR TO A D I TCH I MMED I ATELY FLOW I NO . I NTO A STREAM, ANY WATER WHICH HAS BEEN USED FOR WASH PURPOSES OR OTHER SIMILAR OPERATIONS WHICH CAUSE THIS WATER TO BECOME POLLUTED WITH SAND, SILT, CEMENT, OIL OR OTHER IMPURITIES. 6. THE CONTRACTOR IS ALERTED TO THE RULES AND REGULATIONS OF INDUSTRIAL CODE RULE 53, AND I'S DIRECTED TO COMPLY. THE CONT. -=TOR, FOR PUR- POSE OF SAFETY, SHALL NOTIFY THE UTILITY COMPANIES INVOLVED IF ANY OF THEIR UTILITI.ES ARE EXPOSED AND/OR UNDERMINED DURING THE COURSE OF CONSTRUCTION. 7. CAST -IN-PLACE CONCRETE SHALL ACHIEVE A MINIMUM 28, DAY COMPRESSIVE STRENGTH OF 3,000 PSI. BAR REINFORCEMENT SHALL BE ASTM A615 GRADE 60. am Im Mm 140 PARKRIDur. COURT- C m I am'vrte A -ch pQSed .............._...,,c..� 1f _ A' 7. 7- '004 A eo-OF A 01 's' ll�r to 14Q n f Ivaf01 10 4�_ A., h1f, '17C R EM B.' IDGE ERGENCY ACCESS REPAIRDETAIL'., Scale W�9r,5e &IWIN 59RZZ iWME See #0fc '3' 4 _,4W &rl'Oreg //? 40,171a0/- Allh CowcrcAc To tic Thoroughly CIM?17ed � eoaleol W11h 4,vvxy ,5017dl;7q COPnOOal& SEC TIOIN 'A -A' "PIPE C -SSING, LEGEND. RO N. r .5. ....... .... . all 4�lc/_ I With *n A erhead e Adheshle. A� All 140 140 0 IN /go- 40 130 C", Af Wa IMM0117 4,WiI74 q& 40 COMMON-, DRIVE ---*--EMERGENCY ACCESS 0 P 10 0 �l �aA'� ����,� Q Q cry �i {� q Q` �I� • c 1130 Im //0 _/00 00 15 17' A6 21 eo Z � (0 &1 LONGLEDGE DRIVE A 90 - 90 41 SM 117C too & ll�l IS V t __j Aor CIV -56117915 -4 607 &0 _(50 leo 10 1 ml Vie I NQ V� a p o ( ,p :.. -, ,% � � � ~j � i � � Q �`/11X 18 G'feIt Sce 6- % '_�j Z117C ,��rdiI7 I 1111la!ge Et��I,neer A& Dyer gewet.. I,j "ol Q 'r� � For 5ez ve/ 0 9 ld A/O I+r _j IQ (0 r0 csP 0 ts 140 L'- IrA056h7j a0-ah7dge 70 //0 46 1'0972�,091N rk 16 4. 0' COVER 11411I ;-� 0 QQ C) Nel Oz 96 56155 57 �) Q(:1:41 1-' -7 Q z X15 X? 1*1 49, p Ck 3.0 0.4 Z)a 7"e 50- 60 q0 90 11 Y E BROOK ESTATES VILLAGE OF RYE BROOK WESTCHESTER COUNTY N. Y sr' lIQ LF 40- - -4-0 80 80 7' a 7 ROAD PROFILES BRIDGE PZEPAIR DFTAh S LONGLEDGE DRIVE -A HIDDEN POND DRIVE -13 DATE SCALE: FIORiZ. 1 =50:1 DRAWING NO. r 0 i.)e JAN. 1989 VERT I"= 10 S2 - CHAS. H. SELLS, INC. CONSULTING ENGINEERS SEDFORO HILLS, NEW YORK CV77,e NE91 Y0,6e 6"' CompoC/eo' (� Seeded Taps 01/ G'ridwark Buried approx /r -? -i" gelOW fli7fshed Erode. gcc%flll Mo/ 1 Alar'ed /0 f c,0117 o/.3"Be/acv Tc p of Paler Gird. t i i ♦ • J • cam°•. � 4 osCD :Chie- cker..::.L5Ioc) 6-- �v ver �31oe1�,:� 0C Level and 7o,05011 1:66t%/ �. flnQr�eS � �8cr5e ("vee �C��fai/,1 GRASS PAVER BLOCKS See... t'Ian T_op._5otl Seeded d° • a • 4 • • a ♦ r • iD s 0 a s. ` a • n > • •! a • � •. ♦ e••+ - � � Gushed Stone wrz�h 5areeruny Siolle 3ur&ce �'"Sab6Qse Gaur�se-l�em 3�� 42 GRAVEL DRIVE !.EMERGENCY ACPSS DRI` y.E 17 o ' Dt~rvetva y� for cor Garage �'omrr7or� 1?rivc fid 46 of oad / If2 "Qrop Curb �--- /7`err7 467316 /7`el,?7 4673./3 MrIn 3a4- 2 DRIVEWAY l>>"Iofwo y Apron-- Af/l.�rir�es Driveu7a y f '�'cxind *Z 6 rtrl 7117,51 ,-r"lberr Po/c 417Gfior BOA, / -a„ x 516"13 C As Pcir 00/7/"; C0171V'C7` 6'r0 N1re To Cdr? Z ,PreCoS f 00174 STREET LIGHT /7; p ' LQriveWa y /. d ` /8. 0',0r141CUVy g, 17inq A Q' T401751'tIOO Col7c. C arrb Or©ro Edge 07P�7v pr074i I I .......... I I 4t 'T� ix �jj P /* t2ge W 110 Pork (Village) Vo o _j 'o N 4 ep lee __j NJ.F;--� T. 0,bn omolo A:74 .. ..... Al 1IF 0 \U r ell + + ...... .. .. AL --A, I I I e " Podv, (lown) Crow v 4�\ \1 AA --------- - ....... . ... A01 .. '07 MAW 400 +/ 'IV 110,00� z 47A 7> 0, --j + +/ 6_4 New 1- 9 7. -2-5 A o . ........ . i,017' v 14 . ............ . ... Or ... ....... .. .......... +1 100 Y CA 12 FLOOP LAIN U M NIP N IT Mir M, Twa PER m 3f CIE A,Nordon 4m F let 'Ile I Oct, 5 77"�— �;o 4 + 40 --------- N RIDGE _�$T. ;r IV/ Ilk VILLAGE OF RYE BRODK WESTCHESTER COONTY N.Y. E GE SCALE DRAWING NO. DATE J A N. 19,89 S-5 p, &411004v Ay 40477ZC Village 517gi17Ce_r 100;�c 1-5 W� Owner Anal H. Vov?loy 47oAmm N.Y. 49. 4e. L adwe t9mv&Wl �of I-qeo, CHAS. H. SELLS, INC. IZ > C014SULTING amomfelm BEDFORD 'HILLS, New MIX YO.*e 40eeICAV WOY,6e COPKAIY I I WATER - ROAD A AND B CONNECTION Ni /50 I �•. i r�� - 4z 140 I g1----�`�►•. 4t1 1 140 a % ,cow f24 LF, 13D 13D 140 120 120 y f' I � co v�4i o� 100 � 12� 94 2,46 `� � ®� 47Lf //W. "ti m 150 ti 120 �I 100 110 140 90 100 90 W 130 V V J 11 120 1 1'00 90 . NO M1 N2 �j S", 140 10,t� 130 120 i 110 $ # w 1 100 /8" Cf urrrac� !�0 E °- LINE DRAIN E d Q l � rsv 37 140 40. 319 b3� 4 ,41 :A_ 1 i ° �o I i 00 I � 4 � 100 90 M3 M4 M -LINE SEWER 5 �I I27 7A m m 30 HE ,moi, NJ t 01 'e'`� fof r t r- r3o 120 110 1►4 100 100 �) 0) 90 90 80 L70 10 of B E r /20 � I jto 6 ct) r3lj N COmmar7 orive ?�i��rcae�4cc�ss,�i y Q 8 i •I ar 10 0 � � �do�o I Sao LF 477,76' 90 Xisf. c?" SedP 4CarrM017 11 litre IO.D file Aar !�/afet�rr�arn fxjs A rf `�; R ;� G' s$/%7 Ur�d�r fdli airrca Ivo lh� 85.82 IfJA 1/ry 86.73 s® 20 90 k 70 * NvAe : C n17ccC f WATER STREAM CROSSING` lsting /vert ,y1%�, 60 0 Pl P2 isog� M6 M7 — 0-�1 24 DI I I 77 LF 0 N4 N5' N6 N7 N - LINE SEWER �I ,� r - L11mc xvvcn SI � 190 120 110 100 Xivtinf ,16.. 90 120 641 110 ' 100 1449 rf 90 80 70 60 P3 P4 20 ply 180 M �� to. f ` 170iI 06 90 1 0,0 • 160� -� "' .� � � � � # or. 3,0 so jIlk '� •� b d1/Q rmAlr� l�cr �e�c; .. o sW ,L" �; 70 qD to 4 140 10/pc�9nchor 60 136 1 130 _ 1 ,Furst` /2'°--- d' Exr 51D - p.32� 412L11c 120 IK2 KI Q l' K — DINE SEWER 11dRYE B ATS Y c w15. /5! S.EZz /X/ VILLAGE OF RYE B Ak 100 New Yo k'sr/I G1C,61V3E'0 R,00, 510M9G ,ENG1*6ell E' r9parc7v�d' ,8y: WX �t • DATE ,% •ZO SY JAN. 1g8a N/0 NH A112 tri/Mtge ,Er�gr'r1e�r• t�ppr°cav�o' ,�3y = . CHAS. H. SEL � � ' • // /- CONSULTING ENGINEER W46W yo.l ,g����c war c40Nfo.9ry y' a c L - LINE ,Pcvege►d r9,rari/!T,'19c�9 f 110 120 100 110 90 100 90 W NJ t 01 'e'`� fof r t r- r3o 120 110 1►4 100 100 �) 0) 90 90 80 L70 10 of B E r /20 � I jto 6 ct) r3lj N COmmar7 orive ?�i��rcae�4cc�ss,�i y Q 8 i •I ar 10 0 � � �do�o I Sao LF 477,76' 90 Xisf. c?" SedP 4CarrM017 11 litre IO.D file Aar !�/afet�rr�arn fxjs A rf `�; R ;� G' s$/%7 Ur�d�r fdli airrca Ivo lh� 85.82 IfJA 1/ry 86.73 s® 20 90 k 70 * NvAe : C n17ccC f WATER STREAM CROSSING` lsting /vert ,y1%�, 60 0 Pl P2 isog� M6 M7 — 0-�1 24 DI I I 77 LF 0 N4 N5' N6 N7 N - LINE SEWER �I ,� r - L11mc xvvcn SI � 190 120 110 100 Xivtinf ,16.. 90 120 641 110 ' 100 1449 rf 90 80 70 60 P3 P4 20 ply 180 M �� to. f ` 170iI 06 90 1 0,0 • 160� -� "' .� � � � � # or. 3,0 so jIlk '� •� b d1/Q rmAlr� l�cr �e�c; .. o sW ,L" �; 70 qD to 4 140 10/pc�9nchor 60 136 1 130 _ 1 ,Furst` /2'°--- d' Exr 51D - p.32� 412L11c 120 IK2 KI Q l' K — DINE SEWER 11dRYE B ATS Y c w15. /5! S.EZz /X/ VILLAGE OF RYE B Ak 100 New Yo k'sr/I G1C,61V3E'0 R,00, 510M9G ,ENG1*6ell E' r9parc7v�d' ,8y: WX �t • DATE ,% •ZO SY JAN. 1g8a N/0 NH A112 tri/Mtge ,Er�gr'r1e�r• t�ppr°cav�o' ,�3y = . CHAS. H. SEL � � ' • // /- CONSULTING ENGINEER W46W yo.l ,g����c war c40Nfo.9ry y' a c L - LINE ,Pcvege►d r9,rari/!T,'19c�9 f f SANITARY SEWERS STORM DRAINS STRUCTURE CENTERLINE STRUCTURE LINE DESIGNATION CENTERLINE ROADWAY RIM INVERT & TYPE NO. 8 MANHOLE STATION STATION & OFFSET ELEVATION IN OUT - C.B. SS -11 K 2+02 A 2+64 RT. 20.' 97.0 89.0 C 2+75 LT. 12' SS -2 K 1+35 A 3+'18 LT. 20.1 9.1.5 80.96 156.12 152.0 SS -3 K 0+75 - - RT. .12' 70.0 65.96 DR 5 SS -4 K 0+20 - - 146.5 64.0 59.08 - C.B. W. C. TRUNK LT. 12.' •141.43 137.4 DR 7 - D.I. A .15+72 LT. -12'138.85 M. H.#210--- SS -5 K 0+00 = L 0+00 - - A '16+19 64.5 56.35 55.81 DR EXIST - C.B. A f15+63 RT. 12,' 138.88 .130.5 DR •10 DROP M.H. SS -6 L 0+42 - - DR 66.5 59.61 56.49 LT. 412' EXIST x 11-10.0 DR 12 - C.B. B 8+47 RT. '12' 114.09 105.0 SS -7 L '1+22 A 5+50 LT. 16' 90.5 82.4.1 82.26 - D.I. SS -8 L 2+62 A 6+82 LT. e -16•' -103.0 95.71 B 9+95 DROP M.H. SS -9 L 3+62 A 7+70 RT. '17'' '111.5 '105.00 97.71 '102.0 s5-10 L 5+24 A 9+32 RT. 20i' 128.0 1121.20 .18 - C.B. SS -111 L 6+24 AP10+40 RT. 116' 138.5 131.20 A 2'1+80 RT. -12•' SS --12 R 0+00 = L 7+29 A11-1+50 RT. -18,' 148.5 1139.60 139.45 .139.6 SS -'13 L 7+84 Al2+'10 RT. 18.'149.0143.72 143.72 -139.5 DR 22 SS -'14 R 0+60 A1,1+50 LT.'r 419.3 '149.0 -142.60 - C.B. COMMON 2+60 RT. 9•' _ .127.0 DR t - C.B. COMMON 3+60 RT. 9' -122.64 SS -15 ":: R '1+00 - - SEE CONSTRUCTION PLAN .149.0 6143.02 (W/O CURB BOX) SS -,16 R 11+'12 - 26 - 1149.6 '144.88 EXIST DR 27 - H.W. SEE CONSTRUCTION PLAN - 1104.0 DR 28 - SS -17 Q 0+82 B '1+82 - DR 96.51 90.111 A -111+35 DROP M.H. SS -'18 Q 3+54 B 4+54 30 - - 11-16.5 1111-1.5 107.98 127.8 SS -.19 Q 5+35 B 6+35 A 9+94 - 1119.0 -113.3 DR W.C. TRUNK C . B . A 7+38 RT. 12'' • 108.25 99.5 DR 33 - M . H . M.H. * 214 ---55-20 M O+Oo EXIST. - 93.5 90.42 89.38 ExIST 86,1005") 84.6(39") SS -211 M 0+47 - - LT. -12°1 97.0 93.83 91.55 35 - SS -22. M 1+73 B 10+66 RT. 7.' `108.5 99.5 99.35 B 4+-10 SS -23 M 3+113 B 9+25 RT. 20,' 108.0 ' 1101.6 LT. -12,' 414.10 SS -24 M 4+03 B 8+40 RT. -16,' -1-14.5 x107.0 106.85 DR SS -25 M 4+43 B 8+118 LT. 116.' 0-16.3 .109.4 40 - DROP M.H. 'SS -26 M 4+63 B 8+18 LT. 36.' '122.0 118.0 -113.4 DROP P.H. SS -27 M 5+88 A 115+55 RT. -19' 1139.5 .133.0 130.5 81.0 SS -28 M 7+51 A17+-18 RT. 116.' -145.5 139.52 DR 43 - SS -29 - A -14+36 RT. 20,' -144.5 135.48 C.B. A 2+35 SS -30 ELIMINATED - DR - - A 2+95 RT. 422' 93.35 SS -311 ELIMINATED - C.B. - - 86.15 78.5 DR SS -32 ELIMINATED - RT . 112' - - DR 48 - M.H. SS -33 ELIMINATED - DR - M.H. A 4+55 RT. 20''' 87.0 SS, -34 ELIMINATED 50 - H.W. - - 64.0 DR -51 W.C. TRUNK C , B . D 0+57 LT. 12' 111.5 103.86 DR 52 - C.B. M.H.#212 ___ SS -35 P 0+75 E.X I S-: DR - 100.0 86.73 85.82 110..05 EXIST. D R 54 - C . B. SEE CONSTRUCTION PLAN 102.5 ESOUTH 98.25 j DROP M.H. SS -36 P 0+90 - - 89.0 96.42 88.23 - f SS -37 P 1+49 - ' - 106.0 97.75 97.60 t i SS -38 { P 2+64 - - 113.8 99.05 98.90 SS -39 P 4+54 - - -106.8 } 100.0 W. C. TRUNK M. H. 217-- - SS -40 N 0+00 EXIST N. RIDGE ST .1"13.05 .102.5 -1x1.64 r EXIST. t SS -41 N 0+20 - - 113.0 -102.6 i SS -42 N 0+85 - - 1109.0 -103.02 -102.92 I SS -43 N .1+97 - - 1109.0 -103.66 103.58 SS -44 N 2+67 COMMON 60 3+48 LT. ' 1124.08 11-14.3 DROP M.H. SS -45 N 3+65 COMMON 2+62 LT, 117' 1135.2 131.02 '129.0 SS -46 N 5+25 COMMON 11+110 LT.25' 1144.75 -139.46 139.31 SS -47 N 6+46 A 21+74 RT. 6.' 148.66 -140.91 SS -48 N 7+83 A 20+40 RT. 116' 11511.0 1142.28 142.13 DROP M.H. SS -49 N 8+28 - - 151.5 '148.0 1143.08 DROP M.H. SS -50 N 8+68 - - .162.5 1159.0 1155.6 DROP M.H. SS -51 N 9+45 C 3+55 RT. 281' 166.0 -163.35 1160.54 jSS -52 410+67 C 4+68 RT. 301' 1174.0 165.79 SS -53 N11+73 - -152.0 }176.92 176.77 $S-54 N112+118 - - -188.5 1179.0 SS -55 - A 18+60 RT. -17' 1151.9 1143.5 SS 56 SEE CONST. PLAN _ - 64.5 56.30 SS -57 SEE CONST. PLAN . _ _ x;8,0 i 61.66 f NOTE: SEE RIM ELEVATION DETAIL ,• r 1. ALL SANITARY SEWER PIPE SHALL BE 8 INCH DUCTILE IRON P I PE - (D I P) CLASS 50 1 N ACCORDANCE W I TH ANS I A 21.51 AND AS SHOW ON • 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK STANDARDS f A •i AND SPECIFICATIONS. 3. MINIMUM COVER FOR SANITARYSEWER LINES SHALL BE THE COVER MAY BE REDUCED APPROVAL OF ,t JUSTIFICATION. 4. LEAKAGE ALLOWANCE SHALL BE A MAXIMUM OF 100 GALLONS PER 24 HOURS PER INCH DIAMETER OF PIPE PER MILE OF PIPE FOR GRAVITY SEWERS. 5. INFILTRATION AND EXFILTRATION TESTS SHALLBE f i i IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE WESTCHESTER COUNTY DEPARTMENT OF HEALTHAND THEV ILLA6E. OF RYE BROOK. 6. SANITARY MANHOLES SHALL BE PRE -CAST CONCRETE IN ACCORDANCE WITH THE CONSTRUCTION i COMPLY 7. ALL INDIVIDUAL fUSE CONNECTIONS,SHALLOF 4 INCH DIAMETER ON I%, GRADE AND 6 INCH DIAMETERON ,ii GRADECLEANOUTS SHALL BE USED AT CHANGES IN OR ALIGNMENTS. 8. ALL TESTS SHALL PERFORMED «tR•. t LICENSED PROFESSIONAL MRO.t. a ENGINEER. ALL CONSTRUCTION SHALLBE CERTIFIED AND APPROVED BY A N.Y.S.P.E. RETAINED BY THE CONTRACTOR. 9. COP OF ALL TEST RESULTS SHALL BE SUBM I TTED TO THE V I LLAGE WESTCHESTER COUNTY DEPT OF A AND ENVIRONMENTAL FACILITIES. 'r ALL f CONNECTION _ ;, EXTENDED BEYOND PROPERTY LINE OF EACHLOT BEFORE PAVEMENTCONSTRUCTION. STORM DRAINS 1. STORM RAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED. i GAGES AS f f ,12 INCH TO 30 INCH DIAMETER GAGE s .f 1'A 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2'-0*. 3. CATCH BASIN SHALL B PRE -CAST OR f i i CONCRETE BLOCK ON CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCEOF RYE BROOKSTANDARDSAND SPEIFICATION AND AS SHOWNf • 5. UNDERDRAINS SHALLBE 6* DIA. PERFORATED CORRUGATED STEEL. PIPE OR . IF UNFORESEENii ' f 'i DRAINAGE CfNi f ARE ENCOUNTERED, UNDERDRAINS SHALLBE " i BEHIND THECURB AS f TYPICAL SEC11ON OR AS ORDERED BY 1HE VILLAGE ENGINEER. PAVEMENT il. ALL SUBISRADE SHALL BE APPROVED BY THE SUPERIN"IENDENT OF PUBLIC WORKSPRIOR TO PLACING ANY BASE COURSE 2. ALL PAVEMENT NUMBERS • • TO YORK a DEPARIMENI OF TRANSPORTATION STANDARDSPECIFICATION ITEMINOS. - Rheptired & y. i` f 11. 11 PEC IF ICAT IONS,A AND METHODS OF f « fSHALL IN ACCORDANCE WIIH THE STANDARDS SET FORTH IN THE LAND SUBDIVISION REGULAI IONS Of THE V I LLA6E. OF RYE BROOK - ;1985 AND AS AMENDED. 2. ALL WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NEW Yt •{ AMERICAN WATER COMPANY SPECIFICATIONS AND REQUIREMENTS. 3. ALL WORK SHALL CONFORM f ALL APPLICABLE f.i • FEDERALO SIAIEt COUNTYOR LOCAL AND THE STRICTEST CODE SHALL APPLY. 4. EROSION 1i SEDIMENTATION CONTROLf'i : BE IMPLEYIENTED DURING CONSIRUCTION ACCORDING t WESTCHESTER COUNTYBESI MANAGEMEN1 PRACTICES i a OR CONSTRUCTION RELATED , AND SHALL COMMENCE .• OF t 5. ALL L01S SHALL HAVE LATERALt l TO THE PROPERTY «ts « FOR SEWERS, WATER AND GAS BEFORE PAVEMENT PLACED. r UPON f ' OF #RK, INCLUDING PUBLIC tWNER SHALL SUBMIT `AS-BUILI i•i TO THE TOWNFOR THE VILLAGE CLERK'S RECORD. .'AS -BUILT DRAWINGS" MUST BE ON 1RACIN6 CLOTH OR REPRODUCIBLE +' WITH ALL f VILLAGERTH BY THE « 7. THE VILLAGE EN61NEER OR THE SUPERINTEND'ENT OF PUBLIC WORKS IS AUTHORIZED f MAKE ANY REASONABLE CHANGESf IMPROVEMENTS SHOWN ON OR NOT SHOWNON , r, i, TO MEET F I ELD i f NS. THE DEVELOPER SHALL PROVIDE, ADD I I I ONS MADETO I MPROVEMENTS i ON. 4 ALL i. y 11 .M FOR MANHOLES, ! CATCH S iit« MUST BE •! AND ADJUSTED 10 MEET FIELD CONDITIONS. e , PRIVATE (GAS, ELECTRIC, TELEPHONE* i. SHALL BE PLACED UNDERGROUND. PLANS f• THE INSTALLATION x f UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. f. 1 HE CONI'At" SHALL VER I FY THE S I ZE, LOCAIi DEPT H AND I« -11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR 70 START OF HIS OPERATION AND SHALL COMPLY W-ITH ALL THE LAIES1 INDUSTRIAL f i REGULATIONS. WATER MAINS 1. ALL ' !NS, MATERIAL AND METHODS OF t f IN ACCORDANCE , r i YORK AMERICAN «, i r • 2. * INFOWATION ONLY, THE A.. • MAINS BE DUCT .t « I PE f« ii f ON JOINTSAND SHALL CONFORM l a A ! •• xSIkWWA C104/A21.4 CEMENT MORTAR LINING) ANSIAWWA CHI/A21.11 (PUSH ON JOINTS) 3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORAl ION STOPS, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER f's+ WATER4. THE MAINS COVER OF f 5. i•/•i OR WEEPS SHALLBE PLUGGED IF GROUND WATER IS WITHIN, 7 FEET OF FINtSHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUST BE PUMPED i A • USE DURING FREEZING WEATHERHYDRANT DRAINS ARE N01 PLUGGED. A GRAVEL POCKEI OR DRY WELL SHALL BE PROVIDED ii A •A SOILSt PROVIDE ADEQUATE i«1 HYDRANT DRAINS SHALLOT BE CONNECTED 70 OR LOCATED f FEET OF AN I TARY SEWERSOR STORM' j I NS. THE SAME* I TER IA APPL f BLOW OFFS. 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM .1 1 NCH COPPER FROM BLDG TO PROPLINEAWWA SPECIFICA71ON 7S -CR, TYPE K. WATER COMPANY WILL PLACE CONNECT ON f PROPERTY •f• s ALL CONNECTIONSAS PER WATER COMPANYSPECS.i IL 7. TESTING AND DISINFECTING OF A CONFORM f THE , A STANDARD C651-86 EXCEPT FOR SEC. 5-1 FOR DISINFECTING WATER MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLEClED FROM THE NEW DISTRIBUTION MAFTER DIS.INFEC71ON AND BEFORE THE USE OF THE MAINS, SHALL BE SUBMITIED '10 THE WESTCHESTER COUNTY DEPARTMENT OF , A PRESSURE fLEAKAGE TEST SHALL MADE IN i f•ii. f"HYDROSTATIC .if OF AWWA SPECIFICATION, SEE f 8. ALL TEES, BENDS i HYDRANT ASSEMBLIES i BE BLOCKED CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER COMPANY. THRUST BLOCKS tt CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION ■ CONFLICT A 10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY THE WATER COMPANY. Aleut YC Roo(' srrrre 4 /C46A16 10 Pe0,0cr '551, Ne9L CA N614V VO4ele F.s?eR1, N Wi9rEk' C0AeP.4NY G7A.T<6 _. _,,,,, 10016f STORM DRAINS STRUCTURE CENTERLINE ROADWAY RIM INVERT NO. & TYPE STATION R OFFSET ELEVATION IN OUT DR 1 - C.B. C "3+50 RT. '12'170.60 .166.5 DR 2 - C.B. C 2+75 LT. 12' '164.28 160.0 DR 3 - C.B. C 11+90 LT. P12' 156.12 152.0 DR 4 - C.B. C 1+38 RT. .12' 152.72 148.5 DR 5 - C .B . A }18+25 LT. e12 150.78 146.5 DR 6 - C.B. A 16+60 LT. 12.' •141.43 137.4 DR 7 - D.I. A .15+72 LT. -12'138.85 =134.5 '131.0 DR 8 - C.B. A '16+19 RT. '12.'139.59 '134.0 DR 9 - C.B. A f15+63 RT. 12,' 138.88 .130.5 DR •10 - M.H. SEE CONST, PLANBPROFILE 130.0 125.0 DR 11 - C.B. B 8+47 LT. 412' -1-14.09 11-10.0 DR 12 - C.B. B 8+47 RT. '12' 114.09 105.0 DR 613 - N.W. SEE CONSTRUCTION PLAN - 87.5 OR 14 - D.I. B 9+95 LT. '12' '107.09 103.0 DR -15 - C.B. B 9+95 RT . -12' .107.09 }102.8 DR '16 - C.B. B •10+74 RT. 47.5,1 1106.04 '102.0 DR X17 - H.W. SEE CONSTRUCTION PLAN - 90.0 DR .18 - C.B. A 21+80 LT. '12'' .148.36 144.0 DR -19 - C.B. A 2'1+80 RT. -12•' '148.36 -143.5 DR 20 - C.B. COMMON '1+46 LT. 12'' -143.46 .139.6 DR 21 - C.B. COMMON -1+46 LT. -17.' 143.72 -139.5 DR 22 - C.B. COMMON 3+60 LT. 9' 122.64 419.3 DR 23 - C.B. COMMON 2+60 RT. 9•' -134.63 .127.0 DR 24 - C.B. COMMON 3+60 RT. 9' -122.64 1119.0 DR 25 - D.I. SEE CONSTRUCTION PLAN -1,12.0 ..108.0 (W/O CURB BOX) DR 26 - - ELIMINATED DR 27 - H.W. SEE CONSTRUCTION PLAN - 1104.0 DR 28 - C.B. WILTON ROAD 153.0 150.5 DR 29 - C.B. A -111+35 LT. -12,' 146.96 -140.2 DR 30 - C.B. A 9+94 RT. 12' 133.85 127.8 DR 31 - C.B. A 9+94 LT. -12' -133.85 -12.7.6 DR 32 - C . B . A 7+38 RT. 12'' • 108.25 99.5 DR 33 - M . H . B 1+30 LT. 25.' 96.0 90.0(24") 84.6 (30' 86,1005") 84.6(39") DR 34 - C.B. A 7+57 LT. -12°1 -1-10.115 1100.0 DR 35 - C.B. A 6+50 RT . '12;' 99.45 95.5 DR 36 - C.B. B 4+-10 RT. -12' -1,14.10 11-10.0 DR 37 - C.B. B 4+-10 LT. -12,' 414.10 .106.5 DR 38 - C.B. B .1+82 LT. -12,' 96.44 03.5 88. DR 39 - C.B. B 1+93 RT. 12'' 97.32 94.2 89,0 DR 40 - C.B. A 5+37 RT. -12' 89.16 81.5 DR 40A- C.B. A 5+37 LT . -12'' 89.16 82.0 DR 41 - M.H. A 5+37 RT. 22' 89.5 81.0 DR 42 - C.B. EXISTING N. RIDGE ST. -108.9. "104.5 DR 43 - C.B. A -1+45 RT. -12' 105.16 99.0 DR 44 - C.B. A 2+35 LT. '12' 99.22 89.5 DR 45 - C.B. A 2+95 RT. 422' 93.35 89.0 DR 46 - C.B. A 4+42 LT. 12' 86.15 78.5 DR 47 - C.B. A 4+42 RT . 112' 86.115 78.0 DR 48 - M.H. SEE CONSTRUCTION PLAN '100.0 85,8 DR 49 - M.H. A 4+55 RT. 20''' 87.0 77.0 DR 50 - H.W. SEE CONSTRUCTION PLAN - 64.0 DR -51 - C , B . D 0+57 LT. 12' 111.5 103.86 DR 52 - C.B. SEE CONSTRUCTION PLAN 109:_2 105.3 DR 53 - C. S. D 1+70 LT. 12' 110..05 (EAST) 10 :3 102.36 D R 54 - C . B. SEE CONSTRUCTION PLAN 102.5 ESOUTH 98.25 NOTE: SEE RIM ELEVATION DETAIL ,• r 1. ALL SANITARY SEWER PIPE SHALL BE 8 INCH DUCTILE IRON P I PE - (D I P) CLASS 50 1 N ACCORDANCE W I TH ANS I A 21.51 AND AS SHOW ON • 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK STANDARDS f A •i AND SPECIFICATIONS. 3. MINIMUM COVER FOR SANITARYSEWER LINES SHALL BE THE COVER MAY BE REDUCED APPROVAL OF ,t JUSTIFICATION. 4. LEAKAGE ALLOWANCE SHALL BE A MAXIMUM OF 100 GALLONS PER 24 HOURS PER INCH DIAMETER OF PIPE PER MILE OF PIPE FOR GRAVITY SEWERS. 5. INFILTRATION AND EXFILTRATION TESTS SHALLBE f i i IN ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE WESTCHESTER COUNTY DEPARTMENT OF HEALTHAND THEV ILLA6E. OF RYE BROOK. 6. SANITARY MANHOLES SHALL BE PRE -CAST CONCRETE IN ACCORDANCE WITH THE CONSTRUCTION i COMPLY 7. ALL INDIVIDUAL fUSE CONNECTIONS,SHALLOF 4 INCH DIAMETER ON I%, GRADE AND 6 INCH DIAMETERON ,ii GRADECLEANOUTS SHALL BE USED AT CHANGES IN OR ALIGNMENTS. 8. ALL TESTS SHALL PERFORMED «tR•. t LICENSED PROFESSIONAL MRO.t. a ENGINEER. ALL CONSTRUCTION SHALLBE CERTIFIED AND APPROVED BY A N.Y.S.P.E. RETAINED BY THE CONTRACTOR. 9. COP OF ALL TEST RESULTS SHALL BE SUBM I TTED TO THE V I LLAGE WESTCHESTER COUNTY DEPT OF A AND ENVIRONMENTAL FACILITIES. 'r ALL f CONNECTION _ ;, EXTENDED BEYOND PROPERTY LINE OF EACHLOT BEFORE PAVEMENTCONSTRUCTION. STORM DRAINS 1. STORM RAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED. i GAGES AS f f ,12 INCH TO 30 INCH DIAMETER GAGE s .f 1'A 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 2'-0*. 3. CATCH BASIN SHALL B PRE -CAST OR f i i CONCRETE BLOCK ON CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCEOF RYE BROOKSTANDARDSAND SPEIFICATION AND AS SHOWNf • 5. UNDERDRAINS SHALLBE 6* DIA. PERFORATED CORRUGATED STEEL. PIPE OR . IF UNFORESEENii ' f 'i DRAINAGE CfNi f ARE ENCOUNTERED, UNDERDRAINS SHALLBE " i BEHIND THECURB AS f TYPICAL SEC11ON OR AS ORDERED BY 1HE VILLAGE ENGINEER. PAVEMENT il. ALL SUBISRADE SHALL BE APPROVED BY THE SUPERIN"IENDENT OF PUBLIC WORKSPRIOR TO PLACING ANY BASE COURSE 2. ALL PAVEMENT NUMBERS • • TO YORK a DEPARIMENI OF TRANSPORTATION STANDARDSPECIFICATION ITEMINOS. - Rheptired & y. i` f 11. 11 PEC IF ICAT IONS,A AND METHODS OF f « fSHALL IN ACCORDANCE WIIH THE STANDARDS SET FORTH IN THE LAND SUBDIVISION REGULAI IONS Of THE V I LLA6E. OF RYE BROOK - ;1985 AND AS AMENDED. 2. ALL WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NEW Yt •{ AMERICAN WATER COMPANY SPECIFICATIONS AND REQUIREMENTS. 3. ALL WORK SHALL CONFORM f ALL APPLICABLE f.i • FEDERALO SIAIEt COUNTYOR LOCAL AND THE STRICTEST CODE SHALL APPLY. 4. EROSION 1i SEDIMENTATION CONTROLf'i : BE IMPLEYIENTED DURING CONSIRUCTION ACCORDING t WESTCHESTER COUNTYBESI MANAGEMEN1 PRACTICES i a OR CONSTRUCTION RELATED , AND SHALL COMMENCE .• OF t 5. ALL L01S SHALL HAVE LATERALt l TO THE PROPERTY «ts « FOR SEWERS, WATER AND GAS BEFORE PAVEMENT PLACED. r UPON f ' OF #RK, INCLUDING PUBLIC tWNER SHALL SUBMIT `AS-BUILI i•i TO THE TOWNFOR THE VILLAGE CLERK'S RECORD. .'AS -BUILT DRAWINGS" MUST BE ON 1RACIN6 CLOTH OR REPRODUCIBLE +' WITH ALL f VILLAGERTH BY THE « 7. THE VILLAGE EN61NEER OR THE SUPERINTEND'ENT OF PUBLIC WORKS IS AUTHORIZED f MAKE ANY REASONABLE CHANGESf IMPROVEMENTS SHOWN ON OR NOT SHOWNON , r, i, TO MEET F I ELD i f NS. THE DEVELOPER SHALL PROVIDE, ADD I I I ONS MADETO I MPROVEMENTS i ON. 4 ALL i. y 11 .M FOR MANHOLES, ! CATCH S iit« MUST BE •! AND ADJUSTED 10 MEET FIELD CONDITIONS. e , PRIVATE (GAS, ELECTRIC, TELEPHONE* i. SHALL BE PLACED UNDERGROUND. PLANS f• THE INSTALLATION x f UTILITIES SHALL BE COORDINATED WITH THE VILLAGE ENGINEER. f. 1 HE CONI'At" SHALL VER I FY THE S I ZE, LOCAIi DEPT H AND I« -11. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR 70 START OF HIS OPERATION AND SHALL COMPLY W-ITH ALL THE LAIES1 INDUSTRIAL f i REGULATIONS. WATER MAINS 1. ALL ' !NS, MATERIAL AND METHODS OF t f IN ACCORDANCE , r i YORK AMERICAN «, i r • 2. * INFOWATION ONLY, THE A.. • MAINS BE DUCT .t « I PE f« ii f ON JOINTSAND SHALL CONFORM l a A ! •• xSIkWWA C104/A21.4 CEMENT MORTAR LINING) ANSIAWWA CHI/A21.11 (PUSH ON JOINTS) 3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORAl ION STOPS, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER f's+ WATER4. THE MAINS COVER OF f 5. i•/•i OR WEEPS SHALLBE PLUGGED IF GROUND WATER IS WITHIN, 7 FEET OF FINtSHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUST BE PUMPED i A • USE DURING FREEZING WEATHERHYDRANT DRAINS ARE N01 PLUGGED. A GRAVEL POCKEI OR DRY WELL SHALL BE PROVIDED ii A •A SOILSt PROVIDE ADEQUATE i«1 HYDRANT DRAINS SHALLOT BE CONNECTED 70 OR LOCATED f FEET OF AN I TARY SEWERSOR STORM' j I NS. THE SAME* I TER IA APPL f BLOW OFFS. 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I MUM .1 1 NCH COPPER FROM BLDG TO PROPLINEAWWA SPECIFICA71ON 7S -CR, TYPE K. WATER COMPANY WILL PLACE CONNECT ON f PROPERTY •f• s ALL CONNECTIONSAS PER WATER COMPANYSPECS.i IL 7. TESTING AND DISINFECTING OF A CONFORM f THE , A STANDARD C651-86 EXCEPT FOR SEC. 5-1 FOR DISINFECTING WATER MAINS. ACCEPTABLE RESULTS OF BACTERIOLOGICAL ANALYSIS OF SAMPLES OF WATER COLLEClED FROM THE NEW DISTRIBUTION MAFTER DIS.INFEC71ON AND BEFORE THE USE OF THE MAINS, SHALL BE SUBMITIED '10 THE WESTCHESTER COUNTY DEPARTMENT OF , A PRESSURE fLEAKAGE TEST SHALL MADE IN i f•ii. f"HYDROSTATIC .if OF AWWA SPECIFICATION, SEE f 8. ALL TEES, BENDS i HYDRANT ASSEMBLIES i BE BLOCKED CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE TYPE OF RESTRAINERS SHALL BE IN ACCORDANCE WITH AND APPROVED BY THE WATER COMPANY. THRUST BLOCKS tt CONCRETE. ALL BLOCKING SHALL BE SET AGAINST UNDISTURBED EARTH. 9. SEPARATION ■ CONFLICT A 10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY THE WATER COMPANY. Aleut YC Roo(' srrrre 4 /C46A16 10 Pe0,0cr '551, Ne9L CA N614V VO4ele F.s?eR1, N Wi9rEk' C0AeP.4NY G7A.T<6 _. _,,,,, 10016f p f i i EXISTING OR PROPOSED , FINISHED GRADE VALVE BOX COVER L/2 L/2 L- FULL LENGTH SEWER X SEWERz z ! I Lye d I 2 04 DAM, ENP6 HOOKED °Dco EXISTING GROUND I8"MIN, t LDOPEP OYES ftwp 51 SHAFT i �� ' 18"MIN. WATER MAIN D WATER idAIN CO GiP riEtiP , a WATER MAIN J - ? { � •� t 0 { 45 WATER MA#t! r COMPACTED BACKFILL L = FULL LENGTH L/2 L/8KLJ _ - w4Oil 5° ' POTTOMI OF TRENCH ; 1 MA' Z 4 WO) OXE. CACN i •' ADJUSTABLE CONCRETE ENCASEMENT CROSSINGS -SEWER OVER WATER f A PLAN CAST IRON TRANSMISSION MAIN'S00 91DE Mlit tEKGTx Z'6' L/2 L/2 L= FULL LENGTH •---4, PLAN PLAN =-x�= "-,�j�__-: � R:La� 'B` CONC. OR PLASTIC � . .` VALVE BOX { N 3-0"MIN. AS 5HOWX FOR SEWER 450 WATER MAiN C M tN. E G+ , ' ' �' WATER MAIN . B Ija��450MIN, ! ;'t F L THE LEWGI14 L WIPTN OF THE CONC, QUICK COMOINEV 1111TH THE MIN. p! F KPTH OF 2• SIALl PE OUFFiCIEN' M WYE A M19. VOLUME Of CONC. .r SEWER R8 MIN ,` --- I8 MIN. B i '.`, • " ` # IUPICATEP OK THE PLAN TYPICAL PROFILE 50IN SUPPORT BOX WiTH MORTAR • 45 MIN. SEWER 45* MIN. SECTION MINIMUM OF THREE ;,; COMPACTED BACKFILL SECTION =F LENGTH L/2 Lf2 SECTION (3) COURSES OF WATERLINE L FULL L DETAIL OF CONCRETE ANCHOR BRICK STREAM BOTTOM WITH APPROVED • � i. ... ,/• / n � ,.,.. MATERIAL. CROSSINGS -WATER OVER SEWER,'' ' BEND D 6" 8" A i2 i2 /f ED- 4 WATER MAIN IO -O MIN. I! I/40 B 12 12 D 61118"110" 12 D 6 8 IO 12" ENCASEMENT C #8 IZ -H 12 1Z E LZ i2 A 12 i2 s 14 16 F 14 I6 - ... °:::�.. . • • • 22.1/L" B }Z. 12 ' v % 14 V �L. 14 � °s'.iA s®:^L' . :6 • , Ls. �. � ,w:• � f°�• .. ee ee e« -�-' ANY EXCAVATION BEYOND SEWER C 12 I2. K 6 8 8 8 - COMPACTED Y CONCRETE BEARING THE LIMITS AS SHOWN A $Z I2 PAD TO BE USED C '' '' °': SHALL 8E FILLED WITH ! :,.. CONCRETE AT THE BACKFILL a ••°. `:• •� +�• 45° B Ix +� TEE END TO NATURAL VALVE SIZE + #2 WITH Ac OR PVC $� =e.., , •;,* `" GROUND PIPE. a"• !..<•« CONTRACTOR EXPENSE � PARALLEL INSTALLATION C #z iz---�•--------" �""`` A - NOTE t IF DURING CONSTRUCTION IT IS FOUND THAT THE REQUIRED SEPARATION OF WATER MAINS, SANITARY SEWERS, A #6 i6 6" O.Q. PI PE 6" STORM SEWERS AND BUILDING SEWERS CANNOTSE MET,THE DEVELOPER OR HIS AUTHORIZED REPRESENTATIVE 90° B 16 16 19 MIN`Typ` G" 4IIIr�. NOTE: SIMILAR INSTALLATION FOR CURB BOX OR OBTAIN WRITTEN -APPROVAL FOR EAC"H CASE FROM THE WESTCHESTER COUNTY DEPARTMENT OF G i2 $2 ' NOTESs CL*eI,"I�'c®b�G, `�_--z•J�IM.TYR SERVICE LINE HEALTH BEFORE INSTALLING THE WATERMAIN. ALL CONCRETE SHALL BE 2500 PSI (MIN;)Ci"MIN.TYP.� :.:' ! ° . ' TYPICAL S EC:T i O N ALL THRUST BLOCKS SHALL BE CARRIED TO UNDISTURBED EARTH; t HORIZONTAL BEND MINIMUM BEARING AREA SHALL 13E 4 SO. FT. 'MiK,TYP, LA ALL DIMENSIONS SHOWN ARE MINIMUM ALL BOLTS --SHALL BE COVERED WITH BURLAP BEFORE POURING CONCRETE PLAN SECTION A --A - NOTE: nc rr�� MINIMUM ENCASEMENT LiMITS DETAIL OF ARE SHOWN ON THE DRAWINGS. ! THE ACTUAL• LiMITS SHALL BE VALVE DETERMINED AT THE TIME OF THRUST BLOCK DETAILS THRUST DISTRIBUTION BLOCK — CONSTRUCTION SUCH THAT THE ENCASEMENT TERMINATES AT A PIPE JOINT. THE JOINT 'SHALL BE FREE OF CONCRETE $O AS TO PROVIDE A FLEXIBLE JOINT. I IO -O"• IO�O' - . L=LINGrI N OF PIPIT M j/ t/Z est 2 CwiQE EEL STRAP +L IXT. OF PIPE' t + NUT • z STREAM CROSSING ' MASER MAIN 1-2:4 CONCRETE ENC*001 CONNECTIOX BY WATER ��to • fOR C. P• OUL`t �» xaTE Z ' *"" N I '� c ►►n ► .. a s t Z 10411 YARIE _..---" -• LENGTR VARJAP?LE SECTION Q ,, t co I" PVC a , , :EV-.11 �. g GI,taIT1 GR tC' BELL - ¢. «:t ' ��°< I•. THICK STEEL STRAP CURB VALVE BOX `� APE OOIi �i {2"`XIO£I CO VER v° AfstSI1ED ca a sa ..----- ®--- ...-----' WATER MAIN T -c BOL..1 z ;¢ r' • �'p i' o i - flilt#sJ ixiii �, a ♦ e..: �y� " s 1S, j rs U. !" ST £L ANCHOR i. •; s �_ _ Q �/Vvt less �%1"% iP a �, w VALVE BOX INSTALLED LAI".�iin /L'CUMOTOF %r ® BOLTS WITH NUTS :`'.'.o TAMPED BACKFILL IN ACCORDANCE WITH F7;7fshed &ode mvtP f SPECIFICATIONS 'e 3000 L a CONCRETE -f " •n 'R . t �-- COPPER WATER 0ERVU t"Rt9 GROUND --'BED.� �71:;: _ �i c WATER MAIN 1YA7ER P • • p TYPE K > MAi1UF. #tt USA PIPE +`� y- GATE , /i/y ,F` Crupfinr� MAW CORPORATION GTOP t'-ts o0 0'-0" I CU. YD. VALVE I ®.. • o., '. NOTE. ---.T .,— ,,r I " l CRUbHep 6TOME IVIG ANCHORS TO BE PLACED AT THE FOLLOWING INTERVALS. v, ^. : • ` � i 1 ®A.i>.`rp �/G�fG/.Sfa16le i I2" CLEAR TO De U0cD TO umORT' SLOPES 20 TO 35% NOT OVER 36' CENTER TO CENTER � . A � YcYlv� ,BOX ( I I I COPPER PIPE, 19 T915 104 XKa SLOPES 35 TO 50%. NOT OVER 24' CENTER TO CENTER SOC "* • I I t SLOPES 50°f. AND GREATER NOT OVER 16' CENTER TO CEN -Ek r.� '` • i ei 'A ► ° ♦, ,5%/df/x'q T/,pe I # NOTE: CORO OTOPl$ CORPORATION STOP .AS REQUIRED BY WATER i ' I COMPANY SPECIFiCAT$ONS FIRST ANCHOR TO B�£ PLACED AT THE BELL OF THE FIRST • ap °s ,,e►. . �� �/�• I I A •.'s LENGTH OF PIPE LEAVING MANHOLE, � AS DIRECTED BY ;?+E ,. I►,. I I 1 # ENGINEER ,>°p:: +► • j ...• I s-.. I } DETAIL A DETAIL OF WATER :. CONCRETE # t 11 1 BEARING PAD `fit CONNECTION n ANCHOR DtTAIL OR ANCHOR CONCRETE NOTE: • SER y ICE CONNEC 1 iON j,jT.S CONCRETE BLOCKING IF THRUST BLOCK � IF NON -PRESSURE CAST IRON.VETRIFIED TILE OR ASBESTOS CEMENT SEVER PIPE THRUST BLOCK REQUIRED I PASSES BENEATH A WATER MAIN WITH A VERTIGLE SEPARATION(S) OF LESS THAN•.. 16' 0R WHEN IT PASSES ABOVE THE WATER MAIN. THEN THE SEVER PIPE MUST BE INSTALLED AS OILOPS:- HYDRANT DETAILS s I. i. SANITARY SEVERS. 1 I I I I' A) THREE LENGTHS OF EITHER CAST IRON OR PVC -PRESSURE PIPE MUST BE USED, I I I L # $ THE MIDDLE LENGTH SHALL BE PLACED SO THAT THE JOINTS ARE EOUIDISTANT FROM THE WATER MAINASEE DETAIL) ' SAME MANNER ... "_ " i !! I I I T TESTED i N THE ( B} THE THREE LENGTHS OF PRESSURE PIPE MUST BE • . ! AS REQUIRED FOR WATER MAINS. PAVFMExroR I /Vr/sp/C /� is I I /8 Ls I I GROUNI� SURF,QCE 2. STORM SEVERS: PIPE IS USED.NEOPRENE JOINT GASKETS SHALL H R, CSP CORRUGATED STEEL A) VEE BE INSTALLED ON ALL JOINTS WITHIN Ifl` EACH SIDE OF THE HATER MAIN sELECr wELL-GRADED / s€LFcr wcL-cR.aQF® ` I I K/�' �l ENCASED IN CONCRETE FOR A DISTANCE rAMPED BACNAILL 4 TAMPED SAG'NF/LL Q CROSSING.AND THE PIPE SHALL BEE ,/ / .' .. !, _ � _ © ..� - l Z _ ti � � ,� t te`� ctFTs Max., Liz °' LIFrs MAX.) � � ClQ'SS 2�f.i �tlofc. 8 1'YQf�1/' t�karii Sint <l4/"` NOT LESS THAN 10' EACH SIDE OF THE CROSSING.THE ENCASEMENT SHALL EX- t TEND TO 6` OUTSIDE OF PIPE, SIDES OF rnENCx o I /2 " ,� ° MAY BE sEDPEO rO M,4 o 1"o p " "vrp. SiQ,a t v`:rh B) WHERE RCP -REINFORCE D CONCRETE PIPE IS USED.THREE LENGTHS OF CONCRETE `� Burr St1tL CG1NDlr/ON st W W $C/'eW 41,,ds JR. G.P.P.)PRESSURE PIPE WITH THE MIDDLE LENGTH COVERED OVER THE¢f'' �Ur` , Ct>� C'L/� WHERE P4'RM17 TC9 ♦� .r '.�.• . :.,:,} "v»S•id['.Si",'': +/..;•: +. ;:•;;{}+j .. fi ., ?tk r '['.: $':';}�>?'•'Y';y I i• y r47. >'� i�•Ni'+�rl, { '.'f• Y.' �/ • e [w D BLOW FF f� {":?ar• �`, .Y,. 'v �' ,Y,4 t `'`a� ,+`^ >�,r SDIL w FJc fir• �i^w' '? � 2�?rs �✓u�ctr rNr k+`'>G'� r` �ff� • � t ��` CROSSING SHALL BE INSTALLED. tt} � ; �. Y'4L?.ykc �• ''F"'."v'b,::`: � +b rlf• '0'. ''v P'k .tZ .: hJP) �r 1. ,5/�/rrF1� e * :h i' �•? `• r>°h`• •x,; L --,i 3:;SY:;•t;•1."s`>.c .[p,L d... `0' ?s',T:i,,rJ Al rho r?.'fr.:iJ''•:ri:' } ri r+••' ? u ROCN•-� 101 r> �k > �• a J > .t <d °a" .r X.r N RAL: ✓{[:>.t:;::><x. s : r : ` 3. GEE 2 �.}� a4 Comic. �vw C' a ,5:�w..,• � k .; ': oE:/ , ':•d» J<�,r,/x.�#•',�r4,: x a�;- .••, . itr, r i�;. • ,J: a� 7:` : i"<%'v :w ti, >. sr. , arP•; , r[ ,>ti.,: /f // � • 'arr 1.r .a x•� -rty; �; f< N%! It N T RY OR STORM SEVER LINES ARE LESS THAN #O HORIZONTAL• 4 �,,,(• :� , { r;r A�1� ./lt!%� 1% ''% 1°iY��N%��% w' fi `S%i.: ' '�N�1HENEVER SA I A l�em •4C�3, f � :tom:,``^ r{�•�,X.,r,`+,.[.�,w;.�Sr.. iP"• Ss `✓`` . �'����}r�`'.'4^.�.1'. �'lsr{�.' ✓ •fir" Q ,r � sr^s �+�f r "�`t'>"""`r>"v ,�a'c.:t [.. ;`{ 9'3'•. ,.,1 }:::.s,.>inr!n,,ri r,[. ?.K o -i ?• h `w ,✓.�P'%:Y%t .:k .r /, �f f.s �'p+ lOid }/ 5' e }er .ry�ILJ pay /� . _ •. 1 ,{ M. .,w., ,+.. ..{. ,.*>y: a .n,•,E•.",,3':;:,•.,.tifi.,•a,:..>. .y; 1,.;,.:..+.' �d /4i� ! L. �I e! G. Cr �I S.. f < ! �/ / L' MAN R VHENEVER THE WATER , w POS HATER 1 O ;.['.�.,1:�[4{ ::":..<:"•,,:.n; ;t�Y /z 1t :.� LY FROM AN EXISTING OR PROPOSED p� ort der Courses ! %- d1 , { , }5.r[ J> r t ">uax, • ' [.,/ fn , , .; thin :�<�tz::�:�t�I.ar..:..<.: ��.�:t.2 r�a�:,. � Y RT CLE CLEARANCE IS t r �x ......... „ MAIN GROSSES DRAINAGE 0R SEVER LINE AND THE E I //ch7 .1� t�mulslr�r ' TCHESTER COUNTY HEALTH DEPT.;,`::>,;,>,•:n;:::::>r.;:>,,.:n.:•,; ✓A.,.{[::r 4 ,� fix:.t ♦ ,.:; LESS THAN $9 .SEPARATE APPROVAL OF VES IS REQUIRED• j/ j �+�,,% `y t `r. ;P {. r s✓s ? ; rrr I Y o re • i1 of n' I 6�m /�'C"" �Y x ,• • s r y[ `AT> ` MAIN 4, BEDDING AND SETTLEMENT: •• Gt/esf. Gtr. ®t �i//C1 � !i �•lci�.6cr.5C Cc�ul..�'e �iz�r7U%t%/ - A�,� ��" �•���� h> ��`u �{ J' _ w,�r�R2�r'a!N � PjPF A .SUPPORTED TO � or`rr®�'/ //err, 13C>4.0� ._ ,v �.`�.�,�.{r} r,� { <����{> > : •:� � � , } .$ � n�`x� a ._._ AT GROSSINGS.ALL PIPES SHALL BE PROPERLY BEDDED ND May Require he /t1 F,w,,,,tpat.L �`.°<•. '�•t•J r ay ,r / ` G' CY+�J70 4! , ��Q y T THERE Vltt BE NO SETTLEMENT AROUND THE PIPES,UNLfSS >;` .c%'jQ?Q�ao�t. INSURE THA E Use of A- ffre' � ; ���:J�<�::.: � .� .;.: > :: i '• a" , 1N ENGINEER.THE TRENCHES Vltl 8E BACK- � - - � � � ," ` � ' NO ROCK ro PROJECT e, ;e OTHERWISE ORDERED "BY THE TQ E I�C. cA 11 � % f W/��, �+� 7ella - 't WIrHJN THESE LINES P R PIPE AND TO ,� xaNO rR/MMED Vii, o �.�,,, . FILLED WITH GRANULAR MATERIAL TO $ .4 ABOVE THE U PE i irr�inQ% ti .subbase} tYlo7`eric�/ Con? oc! TRENCH BarroM�. ,,!�� a,, �- �- s�Na A MINIMUM DISTANCE OF 10.0' EACH SIDE OF THE CROSSING. THIS. MATERIAL t' p ,' > r- �� x STOM Sf��G/AL 1YOT.E• AL,G S ' C/F/GA`7''/t71Y A/Yel �4' 'Q'U/fi' :/f, /YT5 a�`iY.9L,G t ,E �,��i����,,��t,, GRAVEL OR CRUS Eli SHALL BE COMPACTED SO THAT NO SETTLEMENT SHALL OCCUR. ` _ .... �_.__... "1 FaunroArtoN M.arERIAL f/Y .4�A,r�'.PA/YC�" f�lT� /1/�l�l% �'f,�i�'e�'.�',tif��P/G,�4wN 1�Y/4T�'�''`C4 Trer�r kYdr�fx Tf,�,E• e�447h C•4: 9114,-1. SP,—CIA•f' WAW �✓ h' UI.PED. _._ IN EARTH IN ROCK SEWER—WATER CROSSING DETAILS WATER MAIN PAVEMENT REPLACEMENT OF UTILITY CROSSINGS — fi Zi7S� it } r f `VRYE BROOK ESTATES COUNTY, N.Y ,;� 4 VILLAGE OF RYE BROOK WESTCHESTER 0 , ,t i DETAIL GATE SCALE DRAWING NO._ Q JAN. 20. 14)84 A5 gNow N C.,j uil/Age r,�ir7eer Dry f Dcur�cc�r Die CHAS• H. SELLS, INC. A/ 41vt9l/00 jj fAt Q ®Q fi r 49�,� , CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK t u • i F,PF/�YIER�i/O G,PAT,�" #259'P ` alv�,v DETAIL OF PRECAST CONNECTION • • ` ', ' - � • • • • .. ,. '�,i�P �� � co. �,rr� �t,�v�rlQ�sr T DRf�P >< ttt6 Ry eW ,s LL DN mm& -r /Vwc S -t) NOT TO SCALE �t�t�, KA'aHOLE. FW9 1 R�IRFOCC PA i - r MCAL ALTERNATE 3O pIA. { ?YER TO Di~ CAMPELL OUTLET t"4LE TO SUr , ` UNDRT TOP T t Z4 tTlt Y P E911TTOK I:IN1�?NED o CURB tlNE I _ y F R>:FEatEMEME� t�IN1 FOR CPr RATyiA� --�- 7 '00.. EXPOEP CORNER r Rlu ELEVATION- SEED ETAIL j J ' ,.. • IZOAPYfAY �PATtKtNG �- / . / ___ __ _-_-__- ��- Q .PAVEMENT 6URrACl: ''... A r A TYPICAL 911rEt ., ....::: .� �... .t. ._.# yECTIONy .—....r.... ..,... INLET `HOL TRotl----- �N ✓ 7 ELEVATION DETAIL I '' OUTLET HOLT _ ':. `fit RIME ! ' F D G , . V DAtXFILL WIT1t - tt, NOTE ' ,,,,,...w... «--- PIPE INVERT GRAUULAfw A+UTllstlAL 1 g CONCRETE T4 TEfiT X000 Y,h.l . AT TIME OF PELIVERY +� t IZEII1FORt;tN6 PAPb► j IN PAVEIA hm Kiftg WTIONY IPENTICAL TO YTAMDARP PRECAyT TOP 4 94TTOM ° -`.,. ° •: PON r#1 R1P=KAP � CORMCT NOTES:tTROUGH INVERT TO BE FauREO 8Y SEWER CONCRETE MA1J11OLE REINFORCED LAYOUT FOR SLAB �. CONCRETE OUTLET PITCH � 'PIAMECI~R CONTRACTOR IN FIELD, . _ 2.• INTERMEDIATE SECTION CAN BE ELtMI— • ' (#Ef• PETAII#) ._._...� - MIK. - LAB © 6PEIPtlrP NATER TO ACQUIRED MINIMUM DROP OF OUT L4Mt YETZT .. A 1 i 7. 0 DETAIL OF FIAT S iilQfe/ h%Qli? 3.- ALL MANHOLE SECTIONS TO BE MOND— h "T:- S. M ..... _ t Tiinr/ fi �DOO P�t1 CONC. 1 �cAs� coNc, aR LITHIGALLY POURED.- SECTION 8-B - r A ` ��� ClJN� 3tOCK 4.• ALL DROP MANHOLE$ TO BE REINFORCED MA}1HOLE FRAME 6 COYER • 30" PIA. With Y 0" CONE --,411 SANl1.ORY JfWeRS MH S +i Q t� i1 117 fS' 7nd vlulr HEAVY STEEL EE .sxI2 $ =.° I CIR- CUMFERENTIAL DRA1XACE Mfi�S ...., t LIN. FT) EXCEPT BASE (SEE owc,? . COMCttETE 'Tam _ 3.- A5B£S OS SME TO BE TO COUR�Eej OF @RICK° OK CORCRETE ACER9 TO MEET GE10E s" �� •$u COON PIPE.TUNNEL. DETAIL— • ' s.• CONCRETE TO TEST 4000 P.S.t, AT TIME AREA OF CIRCUMFERENTIAL 9TEE~ , OF DELIVERY.- CONCRETE *ECTION AIX. �. SIDE VIEW COMG'•BA.i'E 12 5Q. IN. Pt It U11• FOOT r FRONT ELEVATION AME. GlZAPE, AS ROAi�VVAY '..13 �' 4P1 IDE hURFACE Yt:RTICAL FOR 4lA1:E Z; wbI ... «.«» _ STANDARD } SECTION �. .. l I RISER SECTION 4C-iCEMT 4 A110ENT { Nv,Lo s !. CUA` OS' jeW A001S t 7.S pOSJ7..6le i _ .� _ aU98ER + ALUMINUM OR CA�tT IR4H �jTEpy BACKFILL AI;OUNO M.R. I GASKET j , (KE' IIETAI ) W IT4 G U�.AR { 2. Cud` roofs Clem O/nd 01171 j+ilh CONCRETE HEADWALL DETAILS � •` .. � •-� • ,� � AP��tgr` j �r 1 CNLET � s i t2. MATERIAL IN. � Aspfiolr` Base f�crrrT, f8» 6'«Q• w�.. C�1. OWTO SUIT PAVEAhF,�iT. AREa SCALE: / 2" �` I' _ O� 1'•qr" `s,• 8=S" 2� 7" oYrr,t FLOW SIZE OF ,I , 2 , 3'• 4R 4 Rl�tl~R �tECTtON�i { --.. —AND COMRCT I • 3, ack/`rll 1re�ch as sOora as possible, FLOW { B 3tS" 7=$" A? 1? 0., OTAMPAUP M♦N.6TEPEi I 48" PIA • I ' • �LtC CDMC.OtOtK UR jticj � u+TEas+crol,►TE sECTtotts . A0 C.D. pQt;C1bT UNIT 9P>rC1FiE1? I 6AtlKEi Ay YER 140UFACTUKEK ------ OR A) NO P 09 PtAN� 6U1LD iNY. TO ' { {, j HALF PIA . Of 1 • E __ i • ___.�_a._ ___r_ _ ,• PIPE 1N FIELP INLET t OUTLET PRECW AT AUY ANGLE �. OEE PLAN VIEW) FLOW CLOW OUTLET .--r--•-••-•---.--.--:-'-r— �N .i..... . f •+'� tom` ' ` O s .t*" :1• ! .l. Z,t,••s•t'1T. ......_ 6ROUN0 hURFACE GROUND EiURFACE "' ' 4 7o I PiT£tI t C u ♦ ®A�9E Ill OR T� RtQER �IECTlt1X ,t.• a. .I t• ° .. . . .. _ ._..a. a— ,.._ MONOLITHIC POUR 6ubw cootie ORIGINAL ROCK _ Wit CE FRONT V/ IE W i _ D � Ropy AT 6" CI~NTEQh "� yTOUE Pr K W"W t�REWRY 6O7IT i►1RECTIDUQ OACKFILL WITH GtZAitULAR � � ,_____._ SECTION A.A � Roos AT 1* CENTERS 1 �+ MATERIAL IN PAVEMENT � TRENCH WIDTH w AREA 4 COMPACT:_ — 1#240 IN. + DETAIL.. OF PRECAST CONCRETE MANHOLE PAYMENT IIMIT•P+2'b M*EP GFAVE S Fe?. PVC PIPE SEE „' MAX -� - SANITARY SEWER &DRAINAGE • PVC PIPE NEARING c, DETAIL . x PAYMENT LINEN C1R0 LIME �, . N.T.Q. W)OILL WITH eaUIMftX MATERIAL EOF F*VEMENT• , 4 t1► • IAL LItYERh NOT i XXCEIrPiitG l2. �-•----------- _ AMP COMPACT.--- •» . •.� ` �` ,� OUTLET AIJGLEr At P.EQ'P Ore.. .-A EDD1 ' fisLET Y TYPIC, d PVC etWER L1Mir GRANULAR MATERIAL _ Z --O" 0 DIwj • _ WRERE REQUIRED= 3 ♦ !N Roc-< ORkit %4 T I'PlC� • Z^Q uN$LlrrABtf-• TAKE SNOWIAtG MAX, STEEL C» ,i 3�Z MAT71,44 nNCHOR 1`� 4 ii COSETE£L STRAP �^ PAYMEIIT LINE FOR IIOUC M. j BOLT INITIAL OCKFILt 6liITAI3LIr 0 S4rt??�° tt"iaVe j EP1N 7{i FL. A1CO11IAA$L� rrtlT - . �'� S. IZ" IL'° t� +ZAr OEtIGtMAL. TRENCH MATERIAL • • . w sr {�'. WIPTO M � MOPE UTELY TAMPEP IN G" LIFTO a TO $+ P + 14" ---,—.- OP HAUCI4I9fi - G0XULAK MATEAU R.U.R. WELL iAMPEO IN 6" Lal"I6 6d TO it' +2z° 'i'► 'f .*" .t. }' Q 6 PEPPI96.ORAMULAR MAIEILtAt R.O.O. EXTIMMELY ' ....... DETAIL OF. PRECAST MANHOLE BASE _ . WELL TAMPEt3 TO twittt. 71 x PROCTOR DEtKaITT IG' TO 20' P + �4' OVER 20 P .• �-_— 6TEPCoft�Eul% FOR SANITARY SEWER M.H. /`2 1n Poch I',2 Y OK 4' MER hECTION9 n SECTION (ALUMINUM) BELL D.I.P., & C.S.P. TRENCH Ali® BACKFILL DETAILS $ THICK STEEL STRAP DETAIL OF ALUMINUM /"'�"` Piat�li1;P�lki L1) PIPE t2 wli3£l / P.V.C. PIPE BEDDING DETAILS . ": . II�ILA � OUTLET PRECA�}t ®ol t ALLOY MANHOLE STEP AT ANY AiiGLE ----- f �. +./ • o- DETAIL fJ1= CATCH BASIN STt;Ei. ANCHOR '' ` ' :. 0 ° 80LTS WITH NUT5 �, ^o ° 3000 La CONCRETE—"►a v^ PIPE pjj,� p (�t Is- -W4, t.p® t.�0a OWE t RIjE?l �Lti.{tYf`C ..'F'` .. • °.tS�� .. LEK6CN Ara 0999CEP OR yPFKIFIEp ;.••!L it; o :•::'::I . _. • tMONOLITHIC POUR : NOTE• ANCHORS TO e£ t+l•ACEp AT THE FOLLOWING INTERVALS. MA1N LIRE (MAIN LIVE. 30` 0017 4 tt G' Eitlr rt FIFE --o OYONE PACE WHERE MECE0ARY SLOPES 2O TO 35% NOT OVER 36 CENTER TO CENTER TItEMCN Adllt. �ttlPE d' �' 2 �. t! G• �' I ®1. NOTES SLOPES 35 TO SONG. NOT OVER 20` ENTER TO CENTER. s 3^ti" L Unitse Other saet�fild Traffic Cantroltr+ast SLOPES 30% AND GREATER NOT OYER It's° CENTER TO CENTER � DETAIL �PRECAST V ti.1 N V R E T FIRST ANCHOR TO B£ PL ACEI) AT THE BELL OF THE FIRST t+ave tetter% TRAFFIC ,FweAianw st,ati how 1�INAL GROUNP GRAPE LENGTH OF ` I ENGINEER PIPE LEAVING MANHOLE. OR AS DIRECTED - f}Y THE BASE � � � � � MANHOLES ® s " tetters "wPFO"ona Street Lighting ta+on t+ave - Ci�lI�I;ED 9IUItE OR GI�tVEI.:'tDt�iNb Etk'2' Of tetters "wP*►L" Cost ontheco„er• Tf►eCover. � ` -.� a � . t I I l w.a Lave to vent Laic%. , • ANCHOR DETAIL •' SAME TO DE INCL IN PRICE ETP FOR PIP;, 2. Minimum cover over ouct will be 2'-6 : - I t S Sat;ceso&tobecost with (2)two tnacaowtsH'T'S• � ELEVATION on each wall, ( i ( (� ( i a. i ` r- i •: I I :: t. 4, The minimum Compress`vestrength otthe �FIEy6/.�pt O 100 Rn{GUARRY #TON concrete shall be 400Op.Ls, WEIGHT IDV TO LV+. 8. The Precast Concrete structure shalt IN I�I �1 comply w+thASTM spKif+cot,omC478 tMATIC FORM ---~'�'!, e'0 ,d Ov7`srgfe d I L91/�'/i? 1'77�A/•�D NRAIGHT PIPE HOUR COXNECTIUN • » tanoard ReC, cn ular 4:7ra/& 3sbe hewall.Ducts shall be ptuQpad , 1 ~ q 24 3I4 LT/rfh �C`asf Iron P-rame 300 PUP MACHUIE >ACEh orad conduits shall be threaded and capped � � - _ ' sent► trithonapprawd b�thit,q Campbell roundly co idAtM LINE �WE;R Y4Yir OR TEE IN A{At1i ZINE I I l 7, A vire support hailer shall be inssct4d 24' 24"r NO ICO B -1AMPB£11 fYIUNpRt' at center of each wall ince 23' below Q!6 ri/ ----+— „ finish Grade. Hangers shall M a,erttksr to • ,s a i/G/'y? / ' catalogw number C•I49 as mar„ttactwed 4�''AN�? ¢Al�E %%7 /d4 �'�"!� lY ilfj � FLOW CO by Sftsal City or approved equal. • Use 3•sL33 Gorr�pf�lj avrTO'rr��ca. • « 30 -~ NO. .1f07 ~ 4',fHR E11 f4UNORY�IOR ELAN ,fXW1,rXeY XftfRS PLAN ELEVATION RIP --RAP DITCH DETAIL CIRCULAR PED. TYPE FRAME AUD t. DETAIL OF HOUSE CONNECTION AT GRADE CQYE t CAMPBEIL FOUNDRY CO SCALE :'f2'ti I -0' GOvf/7 PO BE M•9,PKLD fffyER" I° NOLEh Costing o" "over shall be epuot to Paotitrn Nd 1130 ;: foe .%,Oars er slwEx atnanufoCtured M the iampDeiifow+dry Ct►,t kxr:son,N d Gots cut with iJR AS RfQU/REO t�,Y Toa of Cott' * ft+►isn tradtVO AW AV= AW= 4W Wff" 4vff# 313;2"077M Will hale a °"`'`.`r !/1 o e er7f freo w . e�vYsirr'e PAv - h�ecc��• yu/or �5�ee/satin ° - Too to be o 0 • ,.► . ,• Cut %quote ,� a a� • �, and polished 6"` ' :p"5,tiuprt " sii s► Finish GeodeI-A .6 n Rim el. 04 bars 12"OC ,PLAN both w*s = ,` to a See note 7` r t 7" T" ` 31"lC"A° Qi ' A. 04 '.t}tj :' //l /► ,y+p _.... M.N. OVER --DRAINAGE 1 ' e .. .-... • i y •','9 °i• i. ' _ r /0 !r•V�4. t t�Vi+/! w'7ii. I I t a t I t?uttt nd Canduih •--•�-- & SANITARY 1. _,i._.i.. L., ..) � reQuire! � ►l i IV 4v4r 00� 04040 FA bockhlt poo e • ; tf 4: " 4 { c�ocsor�oo$'F ' 0o400.cP0 " ' ,M,ft°,nar . ,rrf..».rM..tr ...w.,►.+t.....r�esr.... a oawt+o�►ettottaw •. • 1 n _ O x A .P.E-�/sC(l .9, /, 2/ 1989 t W IMAO it °2 CriisttMM itaMt t>fCtit ' '' t� J pnept%%� m B : f- ILLS tied tefiol CId%f"B"Candie., ; `«` ` ••. ♦. � t RYE BROOK ESTATES poured against 'f7 S a c tq `✓ undisturbed s "„'• 'a ' ' � s!. s � , � ' �u�, •T Y P 1 A L� S E C; T I C?_ �N . material t-` ;G i• ;s r VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y. I Mitt.•. •,, 7'Min.` _... ..¢ 1_.. .._. ..� a .. ...I J _ ` r.0 Ci" •4 '0" 100, NEW Yomv ,Sr/q;r,,6 G /CE/VS •t F'E'OfE'S S/QiVFi' x SPLICE BOX DETAIL _ •.,.� �I/� ��.��.�1 11 e DETAILS ' l'»B'A,fIniNMtM Oiit. h��jj G'r ~i'�'r2�'ir'�'% ,Cyt, r.�.►7'tUr%�' �7: . - Dt'lOP [HEFT DATE SCALE DRAWING NO. PROPERTY LINE' MONUMENT 4u�ner Drax�e Dart CHAS. H. SELLS, INC. NEW YDTc'k AMeeiC rti�ar .P COMF39l�1Y 4019r.El (//'/jc ge ,Erfgr'n�er' 7 C {f✓G7'/"' C�7��: CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK /0/7/ c _/-Zl X 7e (,-Urlr Ac 4Aq. 7oDvlall7 �- ._._ _...- .._._ .._ _.._,_..,_...__..�...._... .� ..�.. ____ _...._ .� _.._ __._..._.._...._._. _.. _..._-- --- --- --- .�.<r ,Pip �'c�p Difch �.1�, � �- 4, /;Oc CULVERT PLAN Ah 0eCC584=d .101171745 CU LV NOTES 9/j/ : FIRM AND CAREFULLY SHAPED TO FIT CONTOUR OF PIPE INVERT. SCALE V=5' 4leoi6c 9A0411del 119;0` 1. BEDDING SHALL BE 190?ChOr tO Z 0,W /4"02/�l774 rO 51. 976 IF UNSUITABLE MATERIAL IS ENCOUNTERED OR FILL IS REQUIRED, SELECT GRANULAR 0 MATERIAL SHALL BE USED FOR FILL OR TO REPLACE THE UNSUITABLE REMOVABLE AREA. 911YI2 0'610,-111 &o. 4 "---,AA1 117 lPra 4( 7o- 2. BACKFILL SHALL BE SELECTED GRANULAR Y IDOFTA-70' �5rO&/-01�0 7.yolaal 5166. e 5e 1d4 0 Yr.70-p arelp R4010 OF 5Z 1971 R SANDARD PROCTOR MAXIMUM DENSITY WLL BE REQUIRED. 5EE NOTE 05 FOR TE-CoTINQ REQU[t�EMENTSI.—M-ee A-- ?/ 41* -7- � WITH ROADWAY FILL. A MINIMUM OF 957 N 1ER T-ruE AD IL I FTSOF UNIFORM u low �✓a.....� _ hr. _ _D 14 'ALL 'EMBAN101ENT MATERIAL 'SHALL, BE PLACED AND SPREAD A I C"Ss,THEN, UN I F 3. BACKFILL SHALL BE DEPOSITED PROGRESSIVELY TO BURY THE CULVERT TO EQUAL DEPTHS ON BOTH SIDES. 11. 7HE ENG I NEER SHALL CONCLUDE FROM VISU& ARE, 1 :15. &f EXISTING EMBANIOM TESTS Wa DENSITY TESTS FOUNDATION SHMI BE STRIPPED OF ALL, VE6ETAT I ON NECESSARY THE COMC-TOR,.SHALL-:,ASSN ST--IN-,_FAC ILITAT IRG SUCH TESTS. GAN I C AND UNSU I TABLE MATER IAL - gtT 'HE 79-7 Imyr. CINWA AND TYSU" CHIETjE!ING SHALL BE PROVIDED DED TO INSURE THAT 4. ROADWAY fILL ADJACENT TO THE CULVERT SHALL BE 90% STANDARD PROCTOR IFIED DENSITY 164 HAND TAMPING SHALL BE PER41TTED ONLY IN BEDDING OF PIPE AND COLLARS. MAXIMUM DENSITY. 5EE NOTE $5 FOR TE-lbTINCi REQUIREMENTS. 17.*IERE CONSTRUCTION EQUIPMENT IS ALL 00 TO CROSS OVER PIPES, ADEQUATE otl 7010 go// /�ld 12* HE PTAB I TbOOF A F OR MATER I AL SHALL BE SUBJECT TO THE T' L I L ILL pp OF T INE L COWACTED SPECIFIED, MATERIAL SHALL BE PROVIDED � ANY ,APPROVAL HE ELR AT AL PROTECTIVE COVER OF I I I I P I PE , DAMAkE ''OR D SSHALL -BE -REPLACED BY THE AS S. CERTIFIEP COMPACTION TEST REC)LILTb bNALL BE UDMITTEP TO THE VILLAGE ENG. FOR REVIEW. 13. ALL EMBANKMENT MATERIAL SHALL CONSIST -OF SUITABLE MATERIAL DIRECTED BY THE ENGINEER. 0 on. ART, N NO HAVING CONTAINING PWTER INCHES IN I'DI AND SEE BELOW -NMS CONTINUED) XIMA No!V 0 PARTICLES PASSING NG 20 MATERIAL A SIEVE -57t On. 70 151�_ tl� 171 42112t Of �elp eop 'PLO 7/ e ro 51111117F /17 C_ vt /c/'/7 bee /0.0 lz 6 _ 0 f7e* Slab Ucl?o SS- 56 9 S In IF�r �4 144 r0 57 slab 6 aX'j; r 0 --- /,m. 201 -al Slab 24!7= 712" 5/ab 35'- q,, 5/ab lf'- ;r/,? 61oh 2D' -Ca" 5l4b 9 4'19rR 57C, 117 4012C. C /40/74? FOR 7_PUAlk' 5EWER RR07-z=_-C7-10A1 ,f,el,Z-17a e011C. aolPbad 474 71--a1W,,Scwcr Crossil7q Da/44/77 rC77h-e 6tea/ 4?rlleadalall (SCe- DU1q. 5-5141CIdCA01Z SCIOW) le ao 10-t3v /6444.141 1 11400 p1m 60 7o - SOUTH HEADWALL SCALE 1-=5' jr Ac! 'I T PROFILE TapTap 4�Ze,,ello Ralo 79 7 'A 'I -*A.,• A//cl 9# V Bang SCALE I"=5' Allcle A101.9 Al ;2 ------- lop lora. -1 4 o/ rall, oed & Wfz r aao I 61-0a Tc -d leo 1"'accessed Aoil7ls 0/y RjID a. /1 911 ,ory 'p/p Ro/o 1eld 00le 117 Za� 0 ft Wr aides. I BU/7d ..................... 7 > 011h z a"O's. Tore _,�o csp 7162aN7yp 01oe9 EP 0-4L:A, 'fed -G"r�;ED -METAL D I AP H. R.,AG�'M .#G 50C/7 ,raeC 411Ql P4C'11Z�vrCh79 7�,(olcol pip eap To plaC4r a17 eX-1 '11,4117g 15el177 eOC17 locaCC 16 r_o NUKIH HEADWA'L'L _(qootlU ED)' Ek /5 t1179 7-zll7e Seaver SCALE 1"=5' 10171.5 6. CMSTRUCTICSI INSPECTION AAS ,COMPACTION"W.-STIN6 FOR ';THE PLACEMENT OF THE -AND EMBAMWM SHALL BE.:,PERFMCD BY A LICENSED PROFESS I ONAL 411 CULVERTS ENGINEER. &ockiolll 5al;�4761c Compressive 51ress 0 ?,5 'D ON -- MATER MONITORING, Z. ENGINEER INGREPORTS, BE IRE el'tAt t 1: OR Tq 1 PR06W SHALL PEI %A% TORWD FOR AND TESTING. Lls� I CT oke Fi07lSh I,MPORTAl T 0 14T INITIA SEVERAL I NTERMED I ATES,' AND THE F I NAL Q �tl�/c7`edabl"ic x ¢ - D10 1PHASE • COPIES OF 'S SHALL BE SENT TO V1 I NEER :AND 15147 /0 (Ole 5,qk's C-) 4-- 0, C.) N.Y Se D.E.C. • SHALL BE 8. MIR S ON METHODS A ON MATER U I O&ATB MI TI T OF WI 7 6 LTITYINAIMTIPMCTI S ES ING D N U.Se4? 94 THE C0wMmArC.TO SHALL BE INE THE TYPE, SIZE AND WIGHT OF COWACTOR �r&7 araoC c % 24 '-BESTE_SUITED TO DO THE lXSE,LEC T A OL LIFT TH I CKNESS EXERTT 46�yrm OAR mol ?VARIAL AND OTHR DETAIL 5&e ICIV741IC NECSSARA TO OBTAIN SATI RESULTS. P, BE RESPONSIBLE. TO'PROPERLY PLACE AND MAC EMEV., THE 'CONTRACTOR C, T I 1wilTABLE'MATERIAL. i SECTION AND CORRECT ANY EiJES scaler -3 "�*/7 4��VYCr ✓RESULTIN6 FROM 1 1, IMPROPER-tOWACT ON OR RSI ING OF SUCH 117qS 1AL r1-Z117,e Sewer 5 y: 60 A lien 5ez c; -/F7 r177 FOU/7dOf ekl5,41%7g 41r° �911124,'Cl&?ol of RE 01= 9144a, 12 _/_ 00 170 514x. 12-4.301 1 CHANNEL SECTIONS SCALE 1",=5' � I llw'le"l 911.5 25 /Veal- 15101rm No`-- POND --�' &vcot1a;1c 90 OND EDGE TREATMENT SCALE 1"=5' RYE BROOK A S VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y, 2-60 if CULVERT PROFILE AND DETAILS DATE JAN. IqE3q I SCALE AS 140TED I DRAWING NO. CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK /o/7/ 0/7 - ---------- / "ml it/ m 913 'y ve ca/l/ 4�a. lonl /0 an SIR 'oe�vomc ly /0/7/ c _/-Zl X 7e (,-Urlr Ac 4Aq. 7oDvlall7 �- ._._ _...- .._._ .._ _.._,_..,_...__..�...._... .� ..�.. ____ _...._ .� _.._ __._..._.._...._._. _.. _..._-- --- --- --- .�.<r ,Pip �'c�p Difch �.1�, � �- 4, /;Oc CULVERT PLAN Ah 0eCC584=d .101171745 CU LV NOTES 9/j/ : FIRM AND CAREFULLY SHAPED TO FIT CONTOUR OF PIPE INVERT. SCALE V=5' 4leoi6c 9A0411del 119;0` 1. BEDDING SHALL BE 190?ChOr tO Z 0,W /4"02/�l774 rO 51. 976 IF UNSUITABLE MATERIAL IS ENCOUNTERED OR FILL IS REQUIRED, SELECT GRANULAR 0 MATERIAL SHALL BE USED FOR FILL OR TO REPLACE THE UNSUITABLE REMOVABLE AREA. 911YI2 0'610,-111 &o. 4 "---,AA1 117 lPra 4( 7o- 2. BACKFILL SHALL BE SELECTED GRANULAR Y IDOFTA-70' �5rO&/-01�0 7.yolaal 5166. e 5e 1d4 0 Yr.70-p arelp R4010 OF 5Z 1971 R SANDARD PROCTOR MAXIMUM DENSITY WLL BE REQUIRED. 5EE NOTE 05 FOR TE-CoTINQ REQU[t�EMENTSI.—M-ee A-- ?/ 41* -7- � WITH ROADWAY FILL. A MINIMUM OF 957 N 1ER T-ruE AD IL I FTSOF UNIFORM u low �✓a.....� _ hr. _ _D 14 'ALL 'EMBAN101ENT MATERIAL 'SHALL, BE PLACED AND SPREAD A I C"Ss,THEN, UN I F 3. BACKFILL SHALL BE DEPOSITED PROGRESSIVELY TO BURY THE CULVERT TO EQUAL DEPTHS ON BOTH SIDES. 11. 7HE ENG I NEER SHALL CONCLUDE FROM VISU& ARE, 1 :15. &f EXISTING EMBANIOM TESTS Wa DENSITY TESTS FOUNDATION SHMI BE STRIPPED OF ALL, VE6ETAT I ON NECESSARY THE COMC-TOR,.SHALL-:,ASSN ST--IN-,_FAC ILITAT IRG SUCH TESTS. GAN I C AND UNSU I TABLE MATER IAL - gtT 'HE 79-7 Imyr. CINWA AND TYSU" CHIETjE!ING SHALL BE PROVIDED DED TO INSURE THAT 4. ROADWAY fILL ADJACENT TO THE CULVERT SHALL BE 90% STANDARD PROCTOR IFIED DENSITY 164 HAND TAMPING SHALL BE PER41TTED ONLY IN BEDDING OF PIPE AND COLLARS. MAXIMUM DENSITY. 5EE NOTE $5 FOR TE-lbTINCi REQUIREMENTS. 17.*IERE CONSTRUCTION EQUIPMENT IS ALL 00 TO CROSS OVER PIPES, ADEQUATE otl 7010 go// /�ld 12* HE PTAB I TbOOF A F OR MATER I AL SHALL BE SUBJECT TO THE T' L I L ILL pp OF T INE L COWACTED SPECIFIED, MATERIAL SHALL BE PROVIDED � ANY ,APPROVAL HE ELR AT AL PROTECTIVE COVER OF I I I I P I PE , DAMAkE ''OR D SSHALL -BE -REPLACED BY THE AS S. CERTIFIEP COMPACTION TEST REC)LILTb bNALL BE UDMITTEP TO THE VILLAGE ENG. FOR REVIEW. 13. ALL EMBANKMENT MATERIAL SHALL CONSIST -OF SUITABLE MATERIAL DIRECTED BY THE ENGINEER. 0 on. ART, N NO HAVING CONTAINING PWTER INCHES IN I'DI AND SEE BELOW -NMS CONTINUED) XIMA No!V 0 PARTICLES PASSING NG 20 MATERIAL A SIEVE -57t On. 70 151�_ tl� 171 42112t Of �elp eop 'PLO 7/ e ro 51111117F /17 C_ vt /c/'/7 bee /0.0 lz 6 _ 0 f7e* Slab Ucl?o SS- 56 9 S In IF�r �4 144 r0 57 slab 6 aX'j; r 0 --- /,m. 201 -al Slab 24!7= 712" 5/ab 35'- q,, 5/ab lf'- ;r/,? 61oh 2D' -Ca" 5l4b 9 4'19rR 57C, 117 4012C. C /40/74? FOR 7_PUAlk' 5EWER RR07-z=_-C7-10A1 ,f,el,Z-17a e011C. aolPbad 474 71--a1W,,Scwcr Crossil7q Da/44/77 rC77h-e 6tea/ 4?rlleadalall (SCe- DU1q. 5-5141CIdCA01Z SCIOW) le ao 10-t3v /6444.141 1 11400 p1m 60 7o - SOUTH HEADWALL SCALE 1-=5' jr Ac! 'I T PROFILE TapTap 4�Ze,,ello Ralo 79 7 'A 'I -*A.,• A//cl 9# V Bang SCALE I"=5' Allcle A101.9 Al ;2 ------- lop lora. -1 4 o/ rall, oed & Wfz r aao I 61-0a Tc -d leo 1"'accessed Aoil7ls 0/y RjID a. /1 911 ,ory 'p/p Ro/o 1eld 00le 117 Za� 0 ft Wr aides. I BU/7d ..................... 7 > 011h z a"O's. Tore _,�o csp 7162aN7yp 01oe9 EP 0-4L:A, 'fed -G"r�;ED -METAL D I AP H. R.,AG�'M .#G 50C/7 ,raeC 411Ql P4C'11Z�vrCh79 7�,(olcol pip eap To plaC4r a17 eX-1 '11,4117g 15el177 eOC17 locaCC 16 r_o NUKIH HEADWA'L'L _(qootlU ED)' Ek /5 t1179 7-zll7e Seaver SCALE 1"=5' 10171.5 6. CMSTRUCTICSI INSPECTION AAS ,COMPACTION"W.-STIN6 FOR ';THE PLACEMENT OF THE -AND EMBAMWM SHALL BE.:,PERFMCD BY A LICENSED PROFESS I ONAL 411 CULVERTS ENGINEER. &ockiolll 5al;�4761c Compressive 51ress 0 ?,5 'D ON -- MATER MONITORING, Z. ENGINEER INGREPORTS, BE IRE el'tAt t 1: OR Tq 1 PR06W SHALL PEI %A% TORWD FOR AND TESTING. Lls� I CT oke Fi07lSh I,MPORTAl T 0 14T INITIA SEVERAL I NTERMED I ATES,' AND THE F I NAL Q �tl�/c7`edabl"ic x ¢ - D10 1PHASE • COPIES OF 'S SHALL BE SENT TO V1 I NEER :AND 15147 /0 (Ole 5,qk's C-) 4-- 0, C.) N.Y Se D.E.C. • SHALL BE 8. MIR S ON METHODS A ON MATER U I O&ATB MI TI T OF WI 7 6 LTITYINAIMTIPMCTI S ES ING D N U.Se4? 94 THE C0wMmArC.TO SHALL BE INE THE TYPE, SIZE AND WIGHT OF COWACTOR �r&7 araoC c % 24 '-BESTE_SUITED TO DO THE lXSE,LEC T A OL LIFT TH I CKNESS EXERTT 46�yrm OAR mol ?VARIAL AND OTHR DETAIL 5&e ICIV741IC NECSSARA TO OBTAIN SATI RESULTS. P, BE RESPONSIBLE. TO'PROPERLY PLACE AND MAC EMEV., THE 'CONTRACTOR C, T I 1wilTABLE'MATERIAL. i SECTION AND CORRECT ANY EiJES scaler -3 "�*/7 4��VYCr ✓RESULTIN6 FROM 1 1, IMPROPER-tOWACT ON OR RSI ING OF SUCH 117qS 1AL r1-Z117,e Sewer 5 y: 60 A lien 5ez c; -/F7 r177 FOU/7dOf ekl5,41%7g 41r° �911124,'Cl&?ol of RE 01= 9144a, 12 _/_ 00 170 514x. 12-4.301 1 CHANNEL SECTIONS SCALE 1",=5' � I llw'le"l 911.5 25 /Veal- 15101rm No`-- POND --�' &vcot1a;1c 90 OND EDGE TREATMENT SCALE 1"=5' RYE BROOK A S VILLAGE OF RYE BROOK WESTCHESTER COUNTY, N.Y, 2-60 if CULVERT PROFILE AND DETAILS DATE JAN. IqE3q I SCALE AS 140TED I DRAWING NO. CHAS. H. SELLS, INC. CONSULTING ENGINEERS BEDFORD HILLS, NEW YORK 0 ■ i R R 4 , ■ i R BECQNSTRUCT I QN NOTES: ' - 1. THE CROSS SECTION OF THE EXISTING DAM AND THE ELEVATION OF THE ROCK LINE UNDER THE DANT ARE APPROXIMATE, BASED ON F I EL.D MEASUREMENT S, PROBES, AND TEST PITS AS SHOWN ON THE PLAN. ACTUAL FIELD �/ CONDITIONS MAY VARY; THE CONTRACTOR ,SHALL PERFORM THE WORK, IN � w � V " � � -� .�' _ y - ACCORDANCE W I TH FIELD GOND I T I ONS., 2. ( CONTINUED) ALL CON5TRUCTIOM INSPEGTION AND MATERIAL TESTING SHALL 2. RECONSTRUCTION WORK ON THE DAM WILL BE DONE UNDER THE SUPERV ISION BE PERFORMED BY A LI GEMSED PROFESSIONAL ENGINEER. PERIOD16 OF AN I N PECTOR DESIGNATED BY THE OWNER. NO CONCRETE POUR IS TO BE ENGINEERING UPOI:TS SHALL- BE PREPARED ON PERFORMED WORK. CCAW,ENCE� UNT I L •I HE S I TE AND ALL PREPARATORY WORK HAVE BEEN _ COPIES OF THESE kEPORT5 SHALL BE SENT TO VILLAGE ENGINEER APPROVED BY THE INSPECTOR. AND N. Y. S. D. E. C. 3. ANY EXCESS MATERIAL REMOVED OR DREDGED DURING RECONSTRUCTION OF THE I DAM IS TO BE STORED ONSITE FOR GRADING PURPOSES THROUGHOUT THE o{ 11 PROJECT. •,, New /2`'�J f? `� y If 4. IF READY -MTX CONCRETE IS USED, PLANT CERTIFICATION OF EACH TRUCKLOAD WILL BE SUFFICIENT TO VERIFY THE MIX. IF THE CONTRACTOR A ��Dw2B`It�,�1 ,; r MIXES THE CONCRETE ON SITE, HE SMALL PROV IDE, MAINTAIN AND OPERATE 1 tNew 18"A _ ECAU I PMENT • AS REQU I RED TO ACCURATELY DETERMINE AND CONTROL THE AMOUNT OF EACH SEPARATE INGREDIENT I ENT ENTERING TNG THE CONCRETE_� 5 . CONCRETE SHALL BE ADEQUATELY MIXED TO INSURE UNIFORM CONSISTENCY �IC�'� YA/ve .51�'ve IrrY El. 85.31 AND GRADING WITHIN AND AMONG BATCHES. ANY CONCRETE RETAINED IN C,J 5', �O 7°_ ,, �'_ 3 E M I XERS SO LONG AS TO REOU I RE ADD I T I ONAL WATER TO PERM I T SATISFACTORY PLACING SHALL BE WASTED. CONCRETE SHALL CONTAIN NO Exisfirt 12 /`� Pie „ c9, 8�t ADMIXTURES OTHER THAN A STANDARD AIR-ENTRA I WiENT AGENT UNLESS I� ( APPROVED BY THE INSPECTOR. 6 . CONCRETE YOUNGER THAN 7 DAYS SHALL E MAINTAINED L B TINED ATA TEMPERATURE BETWEEN .0 F. AND 900F AT ALL TIMES 7. ALL POURED CONCRETE SHALL BE CURED, WITH WET -DOWN BURIt 13 :, 1 POLYETHYLENE SHEETS, OR APPL l`ED LIQUID MEMBRANE, UNTIL COMMENC NT 31ail�tHA qj, OF THE NEXT ADJACENT POUR WHERE APPL I CABLE, AND FOR 14 DAYS C ELSEV.'HERE . IF MEMBRANE CURING IS USED ON SURFACES THAT ARE TO COME e - -- IN CONTACT WITH A FUTURE CONCRETE POUR, THE MEMBRANE COATING SHALL p L A N ED - !! BE SANDBLASTED OFF AND THE SURFACE CLEANED JUST PRIOR TO PLACEMENT / OF THE NEXT POUR. . 8. CONCRETE AND REINFORCING BARS ARE TO BE PLACED TO THE DIMENSIONS SHOWN, ON THE PLAN, WITHIN ± •1 -INCH TOLERANCE. }►� "'"'�" 9. FORM TIES SHALL BE RECESSED A MINIMUM OF TWICE THE TIE DIAMETER c _ -- I BELOW THE FACE OF THE CONCRETE, AND THE SURFACE PAXNED WI TH NON- __ SHR I IAC GROUT. 1O. STONE AND ROCK SURFACES TO COME IN CONTACT WITH POURED CONCRETE _._.. lot SHALL BE CLEANED AND PREPARED FOR A GOOD BOLD BY MEANS OF SW- ; //wry /� /_�/ !/�! //// j� BLAST ING TO A CLEAN SURFACE. FOLLOWED BY REMOVAL OF ANY RES I DUE . i �i,�... i! / >�v�f i - _ ` SURFACES SHALL BE LIGHTLY WIET DOWN IIVIIMED IATELY PRIOR TO PLACEMENT - OF CONCRETE. of�Pro Deed dam - ExtPnd �ralyele'eye 4v 7010 . �° . �' �'xiStrn � �11wA o Pr•o sed a'��ivrr --..-�.•-. - r p - c �► ~- r- SI. so -G 11. CLASS B CONCRETE SHALL BE POURED IN LIFTS OF 4-1/2 FT. MAX I MU�t I ray o,Exlsrn� ,D nr HEIGHT, WITH 72 HOURS ELAPSED TIME BETWEEN LIFTS. EACH LIFT SHALL dle�Q ° BE POURED IN A "`STAIRSTEP" ARRANGEMENT OF THREE 18 -INCH LAYERS I "'` ;� ¢ , - ,° W I TH EACH LAYER V I GRATED ADEQUATELY TO ELI M I NATE V 0 I DS. ANY LOOSE I -� COBBLES. IN EACH LAYER SHALL BE SHOVELED BACK INTO THE MASS OF THE ------------ Bars __'------e `vtl?az�tfi, LAYER TO AVOID SEPARATION. f - _ n ^rete ; I ( - _ i � $cx rs ( ; a e, 124 INTERFACES BETWEE LAYERS IN EACH LIFT SHALL BE KEPT MOIST".. BY , 0 Prue io ,years q I MEANS OF AIR tnl 4 R FOG N 3 4 -ES IF NECESSARY TO INSURE AGA I NSTTCOLD 11 /� ] _ ._.- � JOINTS... IN RFACES BETWEEN IFTS SHALL BE CLEANED OF ALL LAI ANC Y _ , friend w1ih Neto !2 0 41., ip fevr , r _ ...: { _ All t?a e dd�il4oV7 ._ -f • 77.0`'` AND LOOSE/ KHAT ER I AL AND L II�TLY DIET DOWN IMMEDIATELY PRIOR T-0 i� ! o{' Cvner Aare « PLACEMEN OF THE NEXT LIFT. TO INSURE GOOD BOND BETWEEN LIFTS. gh'¢�ef. !?ra/cid ¢d �totrc� , Ct,7®v' 13, AFTEVSTORED COMPLETION OF THE DAM, T SITE SHALL BE REGRADED. SEEDED, �, �. _. AND TO MATCH EXISTING . r �L'u�vsrr (�alvc,� as,.•.a., ' Ya%ve ,Bcx 40 �'emain - v - . � _. P °e14 !° i/ w 0 � �1l cc)tt� 5�t?u4`i Exrst`l 15"� }��e t`a �f'Grr�A�r�, •�o�¢ � � � ' 4sonr ft o xx% wlih )Vew 13 "o 1?, lO, i,©'gear- lrr nd L inc af'Cc c�efe Aa,77 40d2/' acn ER I ALS Es, l" e 15( IS+ ba1A4,/ `� MIn • 1. MORTAR SHALL CONFORM TO THE RELXJ I REMEN 'S OF ASTM C270, TYPE M. ~' ' i. qo 2. ALL STEEL REINFORCING BARS SHALL BE EPO Y COATED, AND SHALL CONFORM '. ��---... ,� �_ .. ..._...•�,,,...�,, ,..._..., .�--•..: _.-..,.,.-�........ ,_.. ....:�.� .�_.... � ,�.,, TO THE REQUIREMENTS OF ASTM A615, GRADE O. HOR I ZONTALo BARS SHALL. rn ; 4 A 4 � � l � � � � � ..� � -� no BE LAPPED 2 FT. M I N I MUM; LAPS I N ADJACENT\ BARS SHALL BE STAGGERED pano y' �Cir�e cis r►�tip- gcor , 7 _ 1; j C� , 3 . GROUT FOR DO1lELED- I N REINFORCING BARS SNAL BE A NON-METALLIC,'NON- #67 C�/? Ell _q' : G' i ` C J SHRINK CEMET I T I OUS DATER I AL WHICH, ICN, �N MIXED WITH WATER, WILL r S S '� v T V, 0 N ° 2� Nfo / -41 7 \ HARDEN RAPIDLY T O PRODUCE A PERMANENT ANCHOR NG BOND. THE MATERIAL " (5 17, 0 MOr Pan)'� •SHALL C4NTA I N NO MORE. THAN 0.05 CHLOR I DES 5% SULFATES, HAVE A _ %�, _zoo / „L t ', MINI MUM INITIAL SET OF 30 MINUTES, AND ATTAIN A MINI MUNI SEVEN-DAY �,Af, N� ,Qpm, Qq� A`GZf;s 2 /"C/517C:' COMPRESSIVE STRENGTH OF 6000 LBS. /SO . IN. we .,...... •#6,6�rg �," l (,;' '��� i° 4. STONES FOR MASONRY SHALL BE SOUND, DURABLE, WITH ROUGHLY SQUARED 1 �'�,,; Class A Concrete p, SIDES, AND WELL BEDDED IN MORTAR. MASONRY SHALL NOT BE CONSTRUCTED cy WHEN THE AMBIENT TEMPERATURE l S BELOW 40 F J'-!v„Aw prbpr 5t`ot7e Cfass'A'Conerefe ''� Ell %9/1 91, 20 1, 2L73are'/ CONCRETE MIX SHALL CONFORM TO THE FOLLO�I I NG CRITERIA: �, s � Est/n atone C io be removed b . E /tlnstone v be Remrsved - .� �.� TYPE I I PORTLAND CEMENT. LBS/C.Y. 606 352 SAND, % OF TOTAL AGGREGATE ( SOL. I D VOL.) 36.2 2a-. 0 ' TER/CEMENT RATIO, BY WEIGHT 0.4E 0.58 Cut Lme ,Ei, .90, 40 f It�tt. b . ! , ale G./nc 5/, so, f l � � ' a `6' r �? �rCrE't� 90 f 3.5 } Claw ;��, .__.. CONTENT, 7.O% 1% % �, i% Fxibiin C�rourtd Gine _ _ _ ®,+ 1 P' _ _ { i_ _ _ _ / f� SLUMP RANGE, INCHES 2.5-3.5 1.5-2.5 f •'© A j 1 �� / /J e �tyr I / Qp �T �. Ll11 j fr /, jr G.,7 /'f f'r•o��sed 3%fne dace } 's t r pi C/Gt33 8 G"ancre 2 _ :. _ _ >' - kook ,f_l�� �l�E' 4E1eU(7710n COURSE AGGREGATE GRADATION SHALL BE AS FOLLOWS Approximate Rock Lfit¢ b t`a rG/dtch Exrs ii.9 p pErXimlb2�ineq Buz1n e �/, 86 C10 - t N � t ^ GENERAL.LIMITS, PSS I NO #5CL7 I F SIZE CLASS"Ll (lN"� SECTION1 ✓ lYa,0.017f5torre ,a -a G /-,, �e '��1/ ���7/l�Sec7l, �-5'�-C 3i 100 MM, 4cr� o ? ia xn1mi °', 2� 100 68--90 p . 1 i 1. k 93-100 , 47-72 All rJoillis io he - , - 1/2• 27-58 14-35 IOA •• eroolh ed iia' a E , QNSIRUCT t SEQUENCE, Drs SEENCE • 1 /4•'' 0-8 0- r p r 5 f4 s '!'onca-.z e 1. OPEN LOWER DRAIN PIPE, DRAIN POND; DREDGE SILT AND EXCAVATE FROM / BOURSE AGGREGATE SHALL CONS i ST OF CLEAN DURABLE GRAVEL CRUSHED 2 „4p #04 Oar y# car "-` Cr1 REAR FACE OF DAM DOlI TO ROCK FOUNDATION . STONE, CRUSHED GRAVEL OR CRUSHED AIR-COOLED BLAST FURNACE SLAG, 4 'fir/�l �'ra� � # •X LOWER DRAINPIPE I PE NORTHl�1ARD TO CLQ PROPOSED DAM EXTENSION. FREE OF D I RT OR OTHER DELETER I OUS SUBSTANCES. f 17►Jn, .2. EXTEND L RAI , PROVIDE GRADING AND SUMP TO INTERCEPT ALL NOS BRO{1K FLOW. 6. THE WATER USED IN CONCRETE, MORTAR, AND GROUT SHALL BE POTABLE, CLEAN, AND FREE FROM OBJECT I ONABLE QUANT I T I ES OF S I LT, ORGAN I C 5tane 1JAm 2mAin 3. REMOVE TOP OF EXISTING DAM TO INDICATED ELEVAT l ONS; REPAIR AND FLATTER, ALYAL I , SALTS, AND OTHER IMPURITIES. •r. . Both Nays REPO I NT SECTION OF EXISTING DANT WHICH I S TO REMAIN . 4. DRILL AND GROUT REINFORCING BARS IN ROCK FOUNDATION AND REAR FACE , E 6 f A ____ E1• �� t�v x!s > 1de°nr ,- - �'1, % OF EXISTING DAM , AT LOCAT I ONS AND SPACING INDICATED . i otin 4;MV17d Line ' , CJ .5%ne Dai ro icem `? "_� r� `� ' fl r 47e cuZar ire '6 ' ,b all do, i°h'DE3F VC pD/e3d,5y. 5s CLEAN SURFACES AGAINST WHICH CONCRETE WILL BE POURED; PLACE RE - 40 40CA7"10N the ,RM UP AND POUR MASS CONCRETE (CLASS °B„? IN LIFTS, FU • , t24,� ICs" LENGTH OF DAM, UP TO ELEVATION 85.25; EXTEND UPPER DRAIN PIPE NORTH- orw , ED DAM ION PRIOR TO POURING LAST LIFT. OZV/7e/- ,f�afe c LARD TO CLEAR PROPOS EXTENSION _ E'xrStirt 011oW120Gme 6. PLACE REINFORCING, FORM UP AND POUR CLASS "A! CONCRETE ABOVE 756 r f01T L DCA T/ON A ra►xjmr�z�e or�k Lin¢ ELEVATION 85.25, PROV I D I NG VERT KCAL CONSTRUCTION JO I NTS AT 30 FT. �l� � _ �Q MAXI MUM SPACING ALONG DAM; PRC / IDE EXTENSION SLEEVE AND HANDLE FOR D' s _ C 1 I I I DQE " UPPER DRAIN PIPE VALVE, PROVIDE SMOOTH WOOD FLOAT FINISH TO ALL 1 1G9 -- 9ll7eer ° h'v1e'or #6 bars UNFORMED SURFACES . 2"0 RYE blo% RhOOK ESTATES Cil Ct NST�'UC1'ltJltt t,TCa1Ni ri Gr _ _ Cy . ' A Ark 0. VILLAGE OF RYE BROOK WESTCHESTER COUNTY N. Y. F E)(cava4 on robs Au� V II 10 SECTION B--.� ,,, _ ....�...-.. _._.._. - DAM RE C';'O N S T R U C T 10 N ,r. , 1%!i q ►: prepared 6y: � � kcv/5�d (Ant. 4j I'M DA.TL �C ALL DRAWING NO. No j �'. #G �t� -10 �rs � 2'-"o,cr, . Cf/r95. H. SELL a fitlC. JAN. 1989 AS NOTED S AlI �¢bAr3 �� /2'' � t as Naffed, � _ p a ..� ,fes �r�rs Aub .27 typo $C41� '343 1 NEN! YC)•E'X ,$TFrTE L /C,EAISEQ P�'4F- SSl t�it/A �i{%��//(/L��i�` CONSULTING E ht G I N E E R S BEDFORD H 1 L L S, IJ E W YORK \Bcvlscol 100y 4 BECQNSTRUCT I QN NOTES: ' - 1. THE CROSS SECTION OF THE EXISTING DAM AND THE ELEVATION OF THE ROCK LINE UNDER THE DANT ARE APPROXIMATE, BASED ON F I EL.D MEASUREMENT S, PROBES, AND TEST PITS AS SHOWN ON THE PLAN. ACTUAL FIELD �/ CONDITIONS MAY VARY; THE CONTRACTOR ,SHALL PERFORM THE WORK, IN � w � V " � � -� .�' _ y - ACCORDANCE W I TH FIELD GOND I T I ONS., 2. ( CONTINUED) ALL CON5TRUCTIOM INSPEGTION AND MATERIAL TESTING SHALL 2. RECONSTRUCTION WORK ON THE DAM WILL BE DONE UNDER THE SUPERV ISION BE PERFORMED BY A LI GEMSED PROFESSIONAL ENGINEER. PERIOD16 OF AN I N PECTOR DESIGNATED BY THE OWNER. NO CONCRETE POUR IS TO BE ENGINEERING UPOI:TS SHALL- BE PREPARED ON PERFORMED WORK. CCAW,ENCE� UNT I L •I HE S I TE AND ALL PREPARATORY WORK HAVE BEEN _ COPIES OF THESE kEPORT5 SHALL BE SENT TO VILLAGE ENGINEER APPROVED BY THE INSPECTOR. AND N. Y. S. D. E. C. 3. ANY EXCESS MATERIAL REMOVED OR DREDGED DURING RECONSTRUCTION OF THE I DAM IS TO BE STORED ONSITE FOR GRADING PURPOSES THROUGHOUT THE o{ 11 PROJECT. •,, New /2`'�J f? `� y If 4. IF READY -MTX CONCRETE IS USED, PLANT CERTIFICATION OF EACH TRUCKLOAD WILL BE SUFFICIENT TO VERIFY THE MIX. IF THE CONTRACTOR A ��Dw2B`It�,�1 ,; r MIXES THE CONCRETE ON SITE, HE SMALL PROV IDE, MAINTAIN AND OPERATE 1 tNew 18"A _ ECAU I PMENT • AS REQU I RED TO ACCURATELY DETERMINE AND CONTROL THE AMOUNT OF EACH SEPARATE INGREDIENT I ENT ENTERING TNG THE CONCRETE_� 5 . CONCRETE SHALL BE ADEQUATELY MIXED TO INSURE UNIFORM CONSISTENCY �IC�'� YA/ve .51�'ve IrrY El. 85.31 AND GRADING WITHIN AND AMONG BATCHES. ANY CONCRETE RETAINED IN C,J 5', �O 7°_ ,, �'_ 3 E M I XERS SO LONG AS TO REOU I RE ADD I T I ONAL WATER TO PERM I T SATISFACTORY PLACING SHALL BE WASTED. CONCRETE SHALL CONTAIN NO Exisfirt 12 /`� Pie „ c9, 8�t ADMIXTURES OTHER THAN A STANDARD AIR-ENTRA I WiENT AGENT UNLESS I� ( APPROVED BY THE INSPECTOR. 6 . CONCRETE YOUNGER THAN 7 DAYS SHALL E MAINTAINED L B TINED ATA TEMPERATURE BETWEEN .0 F. AND 900F AT ALL TIMES 7. ALL POURED CONCRETE SHALL BE CURED, WITH WET -DOWN BURIt 13 :, 1 POLYETHYLENE SHEETS, OR APPL l`ED LIQUID MEMBRANE, UNTIL COMMENC NT 31ail�tHA qj, OF THE NEXT ADJACENT POUR WHERE APPL I CABLE, AND FOR 14 DAYS C ELSEV.'HERE . IF MEMBRANE CURING IS USED ON SURFACES THAT ARE TO COME e - -- IN CONTACT WITH A FUTURE CONCRETE POUR, THE MEMBRANE COATING SHALL p L A N ED - !! BE SANDBLASTED OFF AND THE SURFACE CLEANED JUST PRIOR TO PLACEMENT / OF THE NEXT POUR. . 8. CONCRETE AND REINFORCING BARS ARE TO BE PLACED TO THE DIMENSIONS SHOWN, ON THE PLAN, WITHIN ± •1 -INCH TOLERANCE. }►� "'"'�" 9. FORM TIES SHALL BE RECESSED A MINIMUM OF TWICE THE TIE DIAMETER c _ -- I BELOW THE FACE OF THE CONCRETE, AND THE SURFACE PAXNED WI TH NON- __ SHR I IAC GROUT. 1O. STONE AND ROCK SURFACES TO COME IN CONTACT WITH POURED CONCRETE _._.. lot SHALL BE CLEANED AND PREPARED FOR A GOOD BOLD BY MEANS OF SW- ; //wry /� /_�/ !/�! //// j� BLAST ING TO A CLEAN SURFACE. FOLLOWED BY REMOVAL OF ANY RES I DUE . i �i,�... i! / >�v�f i - _ ` SURFACES SHALL BE LIGHTLY WIET DOWN IIVIIMED IATELY PRIOR TO PLACEMENT - OF CONCRETE. of�Pro Deed dam - ExtPnd �ralyele'eye 4v 7010 . �° . �' �'xiStrn � �11wA o Pr•o sed a'��ivrr --..-�.•-. - r p - c �► ~- r- SI. so -G 11. CLASS B CONCRETE SHALL BE POURED IN LIFTS OF 4-1/2 FT. MAX I MU�t I ray o,Exlsrn� ,D nr HEIGHT, WITH 72 HOURS ELAPSED TIME BETWEEN LIFTS. EACH LIFT SHALL dle�Q ° BE POURED IN A "`STAIRSTEP" ARRANGEMENT OF THREE 18 -INCH LAYERS I "'` ;� ¢ , - ,° W I TH EACH LAYER V I GRATED ADEQUATELY TO ELI M I NATE V 0 I DS. ANY LOOSE I -� COBBLES. IN EACH LAYER SHALL BE SHOVELED BACK INTO THE MASS OF THE ------------ Bars __'------e `vtl?az�tfi, LAYER TO AVOID SEPARATION. f - _ n ^rete ; I ( - _ i � $cx rs ( ; a e, 124 INTERFACES BETWEE LAYERS IN EACH LIFT SHALL BE KEPT MOIST".. BY , 0 Prue io ,years q I MEANS OF AIR tnl 4 R FOG N 3 4 -ES IF NECESSARY TO INSURE AGA I NSTTCOLD 11 /� ] _ ._.- � JOINTS... IN RFACES BETWEEN IFTS SHALL BE CLEANED OF ALL LAI ANC Y _ , friend w1ih Neto !2 0 41., ip fevr , r _ ...: { _ All t?a e dd�il4oV7 ._ -f • 77.0`'` AND LOOSE/ KHAT ER I AL AND L II�TLY DIET DOWN IMMEDIATELY PRIOR T-0 i� ! o{' Cvner Aare « PLACEMEN OF THE NEXT LIFT. TO INSURE GOOD BOND BETWEEN LIFTS. gh'¢�ef. !?ra/cid ¢d �totrc� , Ct,7®v' 13, AFTEVSTORED COMPLETION OF THE DAM, T SITE SHALL BE REGRADED. SEEDED, �, �. _. AND TO MATCH EXISTING . r �L'u�vsrr (�alvc,� as,.•.a., ' Ya%ve ,Bcx 40 �'emain - v - . � _. P °e14 !° i/ w 0 � �1l cc)tt� 5�t?u4`i Exrst`l 15"� }��e t`a �f'Grr�A�r�, •�o�¢ � � � ' 4sonr ft o xx% wlih )Vew 13 "o 1?, lO, i,©'gear- lrr nd L inc af'Cc c�efe Aa,77 40d2/' acn ER I ALS Es, l" e 15( IS+ ba1A4,/ `� MIn • 1. MORTAR SHALL CONFORM TO THE RELXJ I REMEN 'S OF ASTM C270, TYPE M. ~' ' i. qo 2. ALL STEEL REINFORCING BARS SHALL BE EPO Y COATED, AND SHALL CONFORM '. ��---... ,� �_ .. ..._...•�,,,...�,, ,..._..., .�--•..: _.-..,.,.-�........ ,_.. ....:�.� .�_.... � ,�.,, TO THE REQUIREMENTS OF ASTM A615, GRADE O. HOR I ZONTALo BARS SHALL. rn ; 4 A 4 � � l � � � � � ..� � -� no BE LAPPED 2 FT. M I N I MUM; LAPS I N ADJACENT\ BARS SHALL BE STAGGERED pano y' �Cir�e cis r►�tip- gcor , 7 _ 1; j C� , 3 . GROUT FOR DO1lELED- I N REINFORCING BARS SNAL BE A NON-METALLIC,'NON- #67 C�/? Ell _q' : G' i ` C J SHRINK CEMET I T I OUS DATER I AL WHICH, ICN, �N MIXED WITH WATER, WILL r S S '� v T V, 0 N ° 2� Nfo / -41 7 \ HARDEN RAPIDLY T O PRODUCE A PERMANENT ANCHOR NG BOND. THE MATERIAL " (5 17, 0 MOr Pan)'� •SHALL C4NTA I N NO MORE. THAN 0.05 CHLOR I DES 5% SULFATES, HAVE A _ %�, _zoo / „L t ', MINI MUM INITIAL SET OF 30 MINUTES, AND ATTAIN A MINI MUNI SEVEN-DAY �,Af, N� ,Qpm, Qq� A`GZf;s 2 /"C/517C:' COMPRESSIVE STRENGTH OF 6000 LBS. /SO . IN. we .,...... •#6,6�rg �," l (,;' '��� i° 4. STONES FOR MASONRY SHALL BE SOUND, DURABLE, WITH ROUGHLY SQUARED 1 �'�,,; Class A Concrete p, SIDES, AND WELL BEDDED IN MORTAR. MASONRY SHALL NOT BE CONSTRUCTED cy WHEN THE AMBIENT TEMPERATURE l S BELOW 40 F J'-!v„Aw prbpr 5t`ot7e Cfass'A'Conerefe ''� Ell %9/1 91, 20 1, 2L73are'/ CONCRETE MIX SHALL CONFORM TO THE FOLLO�I I NG CRITERIA: �, s � Est/n atone C io be removed b . E /tlnstone v be Remrsved - .� �.� TYPE I I PORTLAND CEMENT. LBS/C.Y. 606 352 SAND, % OF TOTAL AGGREGATE ( SOL. I D VOL.) 36.2 2a-. 0 ' TER/CEMENT RATIO, BY WEIGHT 0.4E 0.58 Cut Lme ,Ei, .90, 40 f It�tt. b . ! , ale G./nc 5/, so, f l � � ' a `6' r �? �rCrE't� 90 f 3.5 } Claw ;��, .__.. CONTENT, 7.O% 1% % �, i% Fxibiin C�rourtd Gine _ _ _ ®,+ 1 P' _ _ { i_ _ _ _ / f� SLUMP RANGE, INCHES 2.5-3.5 1.5-2.5 f •'© A j 1 �� / /J e �tyr I / Qp �T �. Ll11 j fr /, jr G.,7 /'f f'r•o��sed 3%fne dace } 's t r pi C/Gt33 8 G"ancre 2 _ :. _ _ >' - kook ,f_l�� �l�E' 4E1eU(7710n COURSE AGGREGATE GRADATION SHALL BE AS FOLLOWS Approximate Rock Lfit¢ b t`a rG/dtch Exrs ii.9 p pErXimlb2�ineq Buz1n e �/, 86 C10 - t N � t ^ GENERAL.LIMITS, PSS I NO #5CL7 I F SIZE CLASS"Ll (lN"� SECTION1 ✓ lYa,0.017f5torre ,a -a G /-,, �e '��1/ ���7/l�Sec7l, �-5'�-C 3i 100 MM, 4cr� o ? ia xn1mi °', 2� 100 68--90 p . 1 i 1. k 93-100 , 47-72 All rJoillis io he - , - 1/2• 27-58 14-35 IOA •• eroolh ed iia' a E , QNSIRUCT t SEQUENCE, Drs SEENCE • 1 /4•'' 0-8 0- r p r 5 f4 s '!'onca-.z e 1. OPEN LOWER DRAIN PIPE, DRAIN POND; DREDGE SILT AND EXCAVATE FROM / BOURSE AGGREGATE SHALL CONS i ST OF CLEAN DURABLE GRAVEL CRUSHED 2 „4p #04 Oar y# car "-` Cr1 REAR FACE OF DAM DOlI TO ROCK FOUNDATION . STONE, CRUSHED GRAVEL OR CRUSHED AIR-COOLED BLAST FURNACE SLAG, 4 'fir/�l �'ra� � # •X LOWER DRAINPIPE I PE NORTHl�1ARD TO CLQ PROPOSED DAM EXTENSION. FREE OF D I RT OR OTHER DELETER I OUS SUBSTANCES. f 17►Jn, .2. EXTEND L RAI , PROVIDE GRADING AND SUMP TO INTERCEPT ALL NOS BRO{1K FLOW. 6. THE WATER USED IN CONCRETE, MORTAR, AND GROUT SHALL BE POTABLE, CLEAN, AND FREE FROM OBJECT I ONABLE QUANT I T I ES OF S I LT, ORGAN I C 5tane 1JAm 2mAin 3. REMOVE TOP OF EXISTING DAM TO INDICATED ELEVAT l ONS; REPAIR AND FLATTER, ALYAL I , SALTS, AND OTHER IMPURITIES. •r. . Both Nays REPO I NT SECTION OF EXISTING DANT WHICH I S TO REMAIN . 4. DRILL AND GROUT REINFORCING BARS IN ROCK FOUNDATION AND REAR FACE , E 6 f A ____ E1• �� t�v x!s > 1de°nr ,- - �'1, % OF EXISTING DAM , AT LOCAT I ONS AND SPACING INDICATED . i otin 4;MV17d Line ' , CJ .5%ne Dai ro icem `? "_� r� `� ' fl r 47e cuZar ire '6 ' ,b all do, i°h'DE3F VC pD/e3d,5y. 5s CLEAN SURFACES AGAINST WHICH CONCRETE WILL BE POURED; PLACE RE - 40 40CA7"10N the ,RM UP AND POUR MASS CONCRETE (CLASS °B„? IN LIFTS, FU • , t24,� ICs" LENGTH OF DAM, UP TO ELEVATION 85.25; EXTEND UPPER DRAIN PIPE NORTH- orw , ED DAM ION PRIOR TO POURING LAST LIFT. OZV/7e/- ,f�afe c LARD TO CLEAR PROPOS EXTENSION _ E'xrStirt 011oW120Gme 6. PLACE REINFORCING, FORM UP AND POUR CLASS "A! CONCRETE ABOVE 756 r f01T L DCA T/ON A ra►xjmr�z�e or�k Lin¢ ELEVATION 85.25, PROV I D I NG VERT KCAL CONSTRUCTION JO I NTS AT 30 FT. �l� � _ �Q MAXI MUM SPACING ALONG DAM; PRC / IDE EXTENSION SLEEVE AND HANDLE FOR D' s _ C 1 I I I DQE " UPPER DRAIN PIPE VALVE, PROVIDE SMOOTH WOOD FLOAT FINISH TO ALL 1 1G9 -- 9ll7eer ° h'v1e'or #6 bars UNFORMED SURFACES . 2"0 RYE blo% RhOOK ESTATES Cil Ct NST�'UC1'ltJltt t,TCa1Ni ri Gr _ _ Cy . ' A Ark 0. VILLAGE OF RYE BROOK WESTCHESTER COUNTY N. Y. F E)(cava4 on robs Au� V II 10 SECTION B--.� ,,, _ ....�...-.. _._.._. - DAM RE C';'O N S T R U C T 10 N ,r. , 1%!i q ►: prepared 6y: � � kcv/5�d (Ant. 4j I'M DA.TL �C ALL DRAWING NO. No j �'. #G �t� -10 �rs � 2'-"o,cr, . Cf/r95. H. SELL a fitlC. JAN. 1989 AS NOTED S AlI �¢bAr3 �� /2'' � t as Naffed, � _ p a ..� ,fes �r�rs Aub .27 typo $C41� '343 1 NEN! YC)•E'X ,$TFrTE L /C,EAISEQ P�'4F- SSl t�it/A �i{%��//(/L��i�` CONSULTING E ht G I N E E R S BEDFORD H 1 L L S, IJ E W YORK \Bcvlscol 100y M ®■ E3 . CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 1. *4* WIRE MCE TO W. FASTIM SE0YtELY MM: STM EMP T OR 1 To FENM POSTS WMWIRE TIES OR STAPLES- TYPE OR Z" wim"001) 2. a «m -rIw sE FxSTM s•, ♦i ;� Baled hay or straw WM VW FENCE WM TIES SPAM TOP > ti SECTION. GROUNO LEVEL ., �: £�-I ��."•was . � :na '':,i<`T SMTIONS OF FILM ORMt!}w' � i �tYiEY+ ` • � {r.7 • BE OYS- All T , 'dt S ii _•..t:,t .� •.,._# O.one TIGHTLY OUT IEO TOGETHER ., .2. BALES SHAH BE EITHER 80,07MI& meow **N 110VCE, OR FPPRM e T WOY€N WIRE FENCE WIN. N tib 1/2 UW,MAx. 6` Mf EM IO' W.X. C. To C. SPACINS ) x`'36* MIN. FtMCE POTTS, DRIVEN WN. f 16" INTO 60OWN0 a LAIN. • o PERSPECTIVE VIEW s 36" MIN. FENCE POST WOVEN WIRE FENCE (14 1i/2 GA. MIN., MAX. 6" MESH SPACING) WITH FILTER CLOTH CHER 20" MIN. . r FWw WDISTURDEOroGROUND t EMBED FILTER CLOTH MIN. 8" INTO GROL1NO— ....•_.. 16" MIN. STANDARD SY1W6OL SECTION ' SILT FENCE - DETAIL A ' 4 • flaw .--..-°�... T+rt �}�' _� •;� 4" vertical face E7I3:tADING DETAXL Angle first stake toward :� � � previously laid bale _ IL Dire or nylon Flaw-'`""�" _ - ►. - bound bales _-Lie� placed on the • ' � -, contour ,.*qts Aja+, 2 :e -bars, steel pickets, or 2" x 2" s Lakes 1 112' to 2 • • in ground Constructinn Specifications 1. Hales shall be placed in a row with ends tightly abutting the adjacent bales. 2. Each bale shall be embedded in the soil a minimum of 4". 3. Sales shall be securely anchored in place by stakes or re -bars driven through the bales. The first stake in each bale shall be angled toward previously laid bale to force bales together. 4. Inspection scall be frequent and repair or replacement shall be made promptly as needed. S. Hales shall be removed when they have served their usefulness so as not to block or impede storm flow or drainage. HAY BALE BARRIER - DETAIL B INLET FILTER INSTALLATION WITHOUT FRAME 8 GRATE TwOlttt:t"sTAx(S.PER *ALE. ORMEN OMEIAFOOT INTO CACanm t x+eGRAOE C%W*4T SOL AMINOOUTE71 I y 1 •° /� i PERa+E'ER or BALES ELEVATI,�N,` .r t {rs1:w• 212" STAKES z{g y .� 'aaaat''yl t 5 7. MET IW: ,= Baled hay or straw GROUNO LEVEL ., �: £�-I ��."•was . � :na '':,i<`T BOTTOM OF "LES". '^ ^' � i �tYiEY+ ` • � {r.7 • 6 T , 1. ALL SALES ARE TO BE TIGHTLY OUT IEO TOGETHER ., .2. BALES SHAH BE EITHER x STRAW OR "At Swale z{g y .� 'aaaat''yl t 5 7. IW: ,= Baled hay or straw • - • : ,' Bales to butt together • 3 x R u y 5 Varies depending on height of d slope and steepness of resulting glade at toe of slope -existing Flow k i y1 intersection Oleground --- •, Y M 3 u r } ��. " •. w - 2'• x T' x 3' stakes each bate I' j PLAN PLAN 1 2•-7" x 2" x 3' stakes each bale Embankment slope I 5'mbankment slope t �r -v wf Existing ground .� Overlap edges �A' TM T ElI NOTE: NOTE: To be used in locations where To be used where the existing _ the existing ground slopes in ground s�.opes• away, from the toe t d 4h t f 4111 bankm of the embankment ower a oe o e ement BALED HAY EROSION CHECK DETAIL. E SECURr "MIRAFI 100x"FOR EQUiVELANT FILTER FABRIC 10 WELDED WIRE SUPPORT ` �•� �d '_' -? MOULD 6x6B/8 45 YIELDED BACKFILL AFT ..: \ WIRE SUPPORT AROUND INLET INSTALLATIO '`� '`' `°' �" .�. °,° 4r{ ,� + FRAME ANDGRATE EXTEND OF INLET FILTER 6** NON ATSIDE S % �I CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STQRM 2 CONTRACTOR TO REMOVE FABRIC AI4(' MESH JUST PRIOR TO PAVING INLET FILTER " DETAIL D . • z{g y .� 'aaaat''yl 5 7. - § i ,. 3 x R u y 5 #£ s?s��;5� 01 5 k i y1 �Ys+' Y M 3 } - � `'Y �,b! j NOTES u • " u j 1. ALL CONTROL MEASURES FOR EROSION AND SEDIMENTATION SHALL COMPLY WITH THE FOLLOWING INSPECTION SCHEDULE: A) WEEKLY INSPECTIONS Off' ALL CONTROL 14EASURES.5, .. B) WEEKLY INSPECTIONS OF IN—STREAM ..CONTROL MEASURES. g C) INSPECTIONS OF ALL CONTROL MEASURES BEFORE FORECASTED STORt'M EVENTS i 1, t y i .AND AFTER PERIODS. OF HEAVY OR PROLONGED RAIN. D) WEEKLY INSPECTIONS OF ON— AND OFF—SITE AREAS DOWNSTREAM FROM CONSTRUCTION ACTIVITIES. 2. THE INSPECTIONS SHALL BE CONDUCTED BY THE APPLICANT AND/OR HIS .` REPRESENTATIVE, I.E. THE SITE ENGINEER, OR THE CONTRACTOR, TO DETERMINE THE FOLLOWING. ' A) THE CONDITIONS OF THE CONTROL MEASURES AND THE NEED FOR REPAIR OR REPLACEMENT. _ B) THE NEED FOR MAINTENANCE, E.G. REMOVAL OF SEDIMENT FROM BARRIERS, T RAPS, • AND ' BASINS. C) THE NEED FOR ADDITIONAL CONTROL MEASURES. D)- NEED FOR REAPPLICATION OF SEEDING, NETTING AND/OR MULCHING. E) THE OVERALL EFFECTIVENESS OF THE CONTROL PLAN. 3. ALL TEMPORARY AND PERMANENT CONTROL DEVICES MUST BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL NECESSARY REPAIRS „SHALL BE PERFORMED IMMEDIATELY. 4. THESE. PLANS INDICATE THE CONTROL MEASURES TO BE PUT IN PLACE. ADDI-TIONAL: CONTROL MEASURES SHALL BE IMPLEMENTED AS SITE CONDITIONS _ CHANGE AND UNFORESEEN PROBLEMS OCCUR. IMPLEMENTATION OF THE ADDITIONAL CONTROL MEASURED SHALL -BE AT THE DISCRETION OF THE CONTRACTOR, THE SITE ENGINEER OR THE TOWN OF CORTLAND'. ' 5. CONTROL MEASURES FOR THE PROTECTION OF THE WETLAND AREAS, EXISTING POND AND WATERCOURSES SHALL BE KEPT IN PLACE AND MAINTAINED UNTIL t CONSTRUCTION ACTIVITIES AN ADJACENT LOTS NO LONGER REQUIRE CONTROL MEASURES. LOCAL FIELD CONDITIONS WILL DETERMINE THE TYPES AND LOCATIONS OF CONTROL MEASURES REQUIRED FOR THE CONSTRUCTION ACTIVITIES ON EACH LOT. THE CONTRACTOR DURING THE DEVELOPMENT OF EACH LOT SHALL IMPLEMENT THE FOLLOWING CONTROL MEASURES, WHERE APPLICABLE: A) PLACE SEDIMENT BARRIERS AROUND ALL AREAS OF EXPOSED SOILS I.E. CUT AND FILL SLOPES, NEWLY GRADED AREAS AND STOCKPILED MATERIALS, ETC. B) IMMEDIATELY STABILIZE CUT AND FILL SLOPES AND EXPOSED SOILS WITH TEMPORARY OR PERMANENT VEGETATIPN, NETTING AND/OR MULCHING. C) USE TEMPORARY OR PERMANENT SURFACE RUNOFF MANAGEMENT "EASURES WHERE NECESSARY. t THE CONTRACTOR OR BUILDER SHALL SUBMIT A SEPARATE EROSION CENTRAL DRAWING FOR EACH LOT TO THE TOWN FOR THEIR APPROVAL PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. ~ 6. SEDIMENT BARRIERS SHALL. BE PLACED AROUND ALL INLETS TO THE STORMWATE.R DRAINAGE SYSTEM UNTIL THE QONTRIBUTING DRAINAGE AREA TO THE INLET IS STABILIZED. 4 7. ALL ROADWAY SLOPES SHALL BE BROUGHT TO FINAL GRADE AND SOIL • STABILIZATION BE, ESTABLISHED AS QUICKLY AS POSSIBLE. PERMANENT OR TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO ROADWAY SLOPES, " STOCKPILES OR DENUDED AREAS WITHIN 15 DAYS AFTER FINAL GRADE IS REAC44ED. SOIL STABILIZATION MUST ALSO BE APPLIED WITHIN 15 DAYS TO f- DENUDED AREAS WHICH MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN 60 DAYS. 8. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL' EROSION SATISFACTORILY AND TO SURVIVE SEVF-RE WEATHER CONDITIONS. ;w S. STOCKPILES OF EXCAVATED MATERIAL OR FILL MATERIAL SHALL BE PLACED ON BE ENCIRCLED = HIGH GROUND WHERE POSSIBLE AND THE BASE OF THE PILE SHALL A At� o", <1 < f '04 4 :7� ff'. Sf, L V ep c N, "N"r OL LEG"'NO: P%09)ON T) ON E, 5TOP" INLET SeDlMeW TRA '7> DETAI L C; A L -T ERNAT E.- IDETAI L 0. wo fa ra C�' 6 SILT FeWce. -0 nomoio AWT I -TRACRINGA PAVEMSKM- OSTAI L Fir T15APORARY 5901MID4 r�qon + F P + + AIRRIFEAS CH512�� OETAIL e> E. N + Tr m + t + + + + + + 7 1 0 + + f + + + + '7 + + + + + + I + + + I '1� + + + + -ar� "Town) + -4, t Ag 4: + 7� . ......... N, + + + Ilk, + 757 + + + + + + + + + + + + + + + + +\ + A ;L .... .. + + + + + + + + 41 + + + + + +/ + /+ r + + + + + 01' Iv + -7-&A.. ...... . . . . ....... ... + + .......... 7 m i0o YFM FLOOP LAIN,( fA14 PR 'VEMAi + 1F b i I b 0 ........... . . M9 4 + 6 9-� f 9n + ............ mio XMI 7 + RIPGE, T. b77 2 6, yle" o A ;f� 0 C> Cp I-, �y D/V And H. &4v&/, e. 47b., Inow N. Y 0. Z A L OIA: V ev, rewyee I'A 4- V 'U -J-Ll 45 y AOP% c#/0!5t- 16� 651 ew yoze srtqrl6 z / clffyv-seP AlMn -, uaal �: ON- 6010M S APPRPYED' IaY Al of K -4r00 r /,01 /io tzll A 4; -4w-doo VIL AGE E GINF,,P-R DATE - )k t�,3� �rj lc�f MAYOR 1,el N RYE BROOK ESTATE5 VILLAGE OF RYE BROOK WESTCHESTER COUNTY N.Y. 0`00"DIMPENTATION *t AND EK"OSION CONTn"t PLAN DATE DATE JAM. J(38<73" ',ALE DRAWING NO. S CHAS. H. SELLS, INC. CONS ULTING ENSINVERS DEDFORD HILLS, NEW YOXX DATE JV5 m 4, 7 ff I$ r pip !9,06 vm* (V (a-7 6ffwft MAL- YMVP W. f.4200rt f too 69 0- Ploot List %ijF 21,1 �w ask, 14 r. 3. 3 4 '70, -bo 0*1*otodtren the followings /1KW III /P )%vep -AR Acer rubrum UXI W4 WrAQj&,- /go R 10 Fraxitu VOftI 'SO P, vania' =21 80*dloss Ash OT Gledi t9loacanthoo: , z " Deo"r 2L, V*r. inervis 1110I C0Xm0n Honsyloemaj PA Platanus k. acerifolia 'London,plan*troo S A-A- 'XVOrqr#4m free* 01I QR 'Quorous rubra, 4 (a-7 fi�4 OW W/11 "Zoe/V1164 4- f 14-16! 3 TAMW b frc;�'tke following,, Pele� or 011k -0 6 46r. 'Car ,or 17 � - 1.,4. 'P, , "iubleui -, � Red Maple" iFpzT4W;4F- 7N /Awl -45 PL Iraxinuo,perinsylvania Marshall Seedless Ash 1AI4 2 fi 10 12 ed tela tri from the i4lo�tage eqcantboii T111I Selected t,%'fl inarmit Thornlesst X600011 floneyl*cust OOOIW41 W170 -I- MIMI WT Of f W Aw.:GT X d v *a rfr*Ata:, London Planstree er a tied Oak,: J, ps Pinus strobus Nhita Z4 PseuI peneseii N )r /,V C rA Ph 771 7ro 31 r r , __ , - I I Douglas Fir Piet* able$ Worwa Oruoo jr TC Taugs pandensis Hemlock TX- A� ft be #04114tod txm the to 6 7. 3' X C a .00 vie* y j� "Cr =:ndehi*r canadonsi a Floridalw •If rl �in Dogwood "'IslRb white Vine 'Coifius kouss I I I MI,. , �� �v6OQi%t*10Qiqa 6enoteii o las Fir' CK 0 a Do o" i . 1� �, __- W "OL HIS Mallus species IIiI Orin crabOppi. _.Jw -'71c r0ce '77 Of Nogay sp PC utt'.'n u..Iok P rum calloryatia, 1AII saford bra ford allory Poor Y Ift Vr LOW FlOwOrlim; Shrubs It* be "looted from this fell ngs etiija albs 10, 6 10 - 12, 6 _N_ Olt- e_vv& 10 tPo Y�qr-p- cA Cotonoestor apiculats 12 Crap arry otonoastor' is 2 nip lea SA and P13I 0 Spilrala n "Pi... fr0iibelli Epi , !r bells bell -24- U a 'uI oromadcovors 1141 helix Rm Rhododendron 4p. Rhododendron 10 24" 4 --r049^1P PWF 30 - 3f 4 Inqu y 255 8-,.,f. 24 7 • TALI PIW*rjftq Shrubs CS j", Cornue 0"lonifera Rad Cis Or 006 4. 0 kor PC Phil*4*lphus cbronarjoug, Nock*r 6 lytinga ppere4cj Hadem helix English Ivy 300 O.f. VD Viburnum ogntatuo Is Ar: V urnumt ♦ Low avorg— Shrubs XCH J, Itti � r l'y 10 24- 21 A T I V Iles crainate �,R*l Ics T5 ic juniperLp 11ox ovansis %qtw�ad. 7 24 - 30- is S P!�Itxfriiina Compact, Compact` flit Juniper loargenti.- 18 24- 24 jp Re= rani r Is 24. $2 *0 !hc4o4ondon obtusum Do It Axel** 1: 24: 34 Red wine, sale 1 24 19 Coral $O `Asa to G.R OVE !hd 11 41 2 L I IT 0 RH sp. 10 24' 20 24 30. 4 30 36. 3 41 4, Annuals 665 8.9. X4,21_ P 2-1 L,,IMI 6-7 IIT 0 VI % 5-1a L r GIVE ti 7 -8� 7t3 t arcl.-AL— ;IWODEL C. A`4� �11 U" - 41 It 0-7 a— OF 0000 0 7 tP5 wiM 07 Is .og , . �\\ MODEL D le i2� !e KA GOP 741 17 C' ---------- mm STRUCTURE No. SS -1 SS -2 SS -3 SS -4 W. C TRUNK M. H 210--- SS -5 EXIST DROP M.H. SS -6 EXIST SS -7 SS -8 DROP M.H. SS -9 SS -'10 SS -111 SS -42 SS -•13 SS -14 SS -15 7i SS -16 EXIST SS -17 STORM DRAINS DROP M.H. SS -•18 Q 3+54 B 4+54 -116.5 1,11.5 107.98 14 X -r-14 \,/C- Mr DR 1 - C.B. AS - Q 5+35 SAN I TARP SEWERS LINE DESIGNATION CENTERLINE ROADWAY Rim INVERT W. C. TRUNK MANHOLE STATION STATION & OFFSET ELEVATION IN OUT M 0+00 Ex I ST. 9315 K 2+02 F124.08 A 2t64 RT. 20.1 97.0 89.0 /0-71 DR 6 - C.B. A 16+60 LT. 12.1 .141.43 K 1+35 - A 3+18 LT. 20,1 91.5 80.96 SS -22. 9o,77 B 10+66 RT. Tf 80, K 0+75 9q, 77 49,41 - SS -23 M 3+13 70.0 65.96 -1011.6 7 0. t., 7- /1 to to R4 K 0+20 B 8+40 RT. .16.0 .114.5 -107.0 106.85 jl3,96 64.0 59.08 SS -25 M 4+43 B 8+18 LT. 161 116.3 K 0+00 = L 0+00 DR -13 - H.W. DROP M.H. SS -26 M 4+63 64.5 56.35 55.81 to*- 66 /Z,-42- .107.09 L 0+42 A 1-1>+5.1.) RT. 194 - I I 133.U 13v. 5 107.09 66.5 59.61 56.49 us-. o(o A 17+18 RT. 161 145.5- L .1+22 A 5+50 LT. 16' 90.5 82.41 82.26 68.44 97-q4 87.44 L 2+62 144.-70 A 6+82 LT. 16' 103.0 95.71 SS -311 ELIMINATED COMMON .1+46 LT. 12.1 143.46 L 3+62 3q. 80 13q. &0 A 7+70 RT. 171 111.5 105.00 97.71 DR 22 - C.B. COMMON 3+60 LT. 9' 122.64 L 5+24 A 9+32 RT. 20,1 128.0 121.20 SS 34 ELIMINATED 6-* 140.7-1 L 6+24 115-48 A-10+40 RT. 161 138.5 131.20 /07-32- /0747 (W/O CURB BOX) 30 672 R 0+00 = L 7+29 A1-1+50 RT. 18,1 148.5 139.60 139.45 1 #U.,sf 156,579 138.44 L 7+84 Al2+10 RT. l&' 149.0 143.72 96.42 88.23 14q.72 - A 11+35 LT. -12.' 146.96 R 0+60 A11+50 LT. 149.0 142.60 SS -38 146.1-7 /47-,57 147 -- ?,7 R •1+00 - SS -39 P 4t54 .149.0 .143.02 1100.0 149.41 43,0 /¢3.07 R 1+12 - B -1+30 LT. 25' %.0 149.6 144.88 M. H. 217-- - SS -40 10-oo EXIST N. RIDGE ST 1,13.05 Q 0+82 B 1+82 EXIST. 96.51 90.11 q(0.39 A 7+57 LT. -12.' 110.115 STORM DRAINS DROP M.H. SS -•18 Q 3+54 B 4+54 -116.5 1,11.5 107.98 14 X -r-14 \,/C- Mr DR 1 - C.B. SS -19 Q 5+35 B 6+35 1119.0 :113.3 1 3.02 -102.92 C 2+75 LT. 121 10 Jo3.®Q W. C. TRUNK SS -43 N -1+97 c .1+90 LT. 121 110910 -103.66 103.58 M.H. *214---SS-20 M 0+00 Ex I ST. 9315 90.42 89.38 COMMON 3+48 LT. 61 F124.08 114.3 ExisT 150.78 346.5 /0-71 DR 6 - C.B. A 16+60 LT. 12.1 .141.43 SS -2.1 M 0+47 - 97.0 93.83 91.55 11 -SI q4,77 SS -22. M 1+73 B 10+66 RT. Tf 108.5 99.5 99-35 107.67 9q, 77 49,41 DR 9 - C.B. SS -23 M 3+13 B 9+25 RT. 20t' 108.0 -1011.6 DR .10 - M.H. SEE CONST. PLAN&PROFILE 130.0 SS -24 M 4+03 B 8+40 RT. .16.0 .114.5 -107.0 106.85 jl3,96 io?,oS lo&,q5 SS -25 M 4+43 B 8+18 LT. 161 116.3 109.4 iv6-,45 105-.49 DR -13 - H.W. DROP M.H. SS -26 M 4+63 B 8+18 LT. 361 .122.0 -118.0 113.4 DR .14 - D.I. /Z,-42- .107.09 DROP M.H. SS -27 M 5+88 A 1-1>+5.1.) RT. 194 139.5 I I 133.U 13v. 5 107.09 13U J 301 SS -28 M 7+51 A 17+18 RT. 161 145.5- 139.52 DR 17 - H.W. SS -29 - A 14+36 RT. 20,1 144.5 t 1135.48 4*- Ro A 2.1+80 LT. 12.1 148.36 SS -30 ELIMINATED 144.-70 DR -19 - C.B. A 21+80 RT. -12-1 -148.36 143.5 SS -311 ELIMINATED COMMON .1+46 LT. 12.1 143.46 139.6 3q. 80 13q. &0 DR 2.1 - C.B. SS -32 ELIMINATED .139.5 DR 22 - C.B. COMMON 3+60 LT. 9' 122.64 SS -33 ELIMINATED - COMMON 2+60 RT. 9.' -134.63 -127.0 SS 34 ELIMINATED COMMON 3+60 RT. 9.1 122.64 .119.0 115-48 DR 25 - 0.1. W.C.TRUNK .112.0 '108.0 /07-32- /0747 (W/O CURB BOX) M.H.#212---SS-35 p 0t75 Ex is -T.- 100.0 86.73 85.82 ExIST DR 27 - H.W. SEE CONSTRUCTION PLAN - -104.0 DR 28 - C.B. DROP 'M. H. SS -361 P 0+90 150.5 89.0 96.42 88.23 DR 29 - C.B. A 11+35 LT. -12.' 146.96 SS -37 P 1+49 106.0 97.75 9760 SS -38 P 2+64 A 9+94 RT. 12' 113.8 99.05 98.90 127, 93 DR 31 - C.B. SS -39 P 4t54 127.6 106.8 1100.0 DR 32 - C.B. A 7+38 RT. .12'* 108.25 W. C. TRUNK DR 33 - M. H. B -1+30 LT. 25' %.0 90.0(24") 84.6(3e M. H. 217-- - SS -40 N 0+00 EXIST N. RIDGE ST 1,13.05 102.5 -101.64 EXIST. 84.600") DR 34 - C.B. A 7+57 LT. -12.' STORM DRAINS As - 15 4,t- / �-7' N 0+20 CENTERLINE ROADWAY STATION & OFFSET 113.0 102.6 14 X -r-14 \,/C- Mr DR 1 - C.B. C RT. 12' 170.60 N 0+85 .109.0 1 3.02 -102.92 C 2+75 LT. 121 10 Jo3.®Q 160.0 SS -43 N -1+97 c .1+90 LT. 121 110910 -103.66 103.58 j0 .3,7t- /03,6-7 DR 4 - C.B. C 1+38 RT. 12' SS -44 N 2*67 COMMON 3+48 LT. 61 F124.08 114.3 A 18+25 LT. 12 150.78 346.5 STORM DRAINS As - 15 4,t- / �-7' STRUCTURE No. & TYPE CENTERLINE ROADWAY STATION & OFFSET Rim ELEVATION INVERT IN OUT 14 X -r-14 \,/C- Mr DR 1 - C.B. C RT. 12' 170.60 166.5 J&to,5-1 104o,41 DR 2 - C.B. C 2+75 LT. 121 164.28 160.0 /L00,10 /&O.Z-q DR 3 - C.B. c .1+90 LT. 121 '156.12 152.0 /531 &Z - DR 4 - C.B. C 1+38 RT. 12' 152.72 148.5 DR 5 - C.B. A 18+25 LT. 12 150.78 346.5 /0-71 DR 6 - C.B. A 16+60 LT. 12.1 .141.43 i37.4 13 7 r3 7.8# DR 7 - D.I. A 15+72 LT. 121 138.85 134.5 -131.0 vp DR 8 - C.B. A 16+19 RT. 121 139.59 134.0 DR 9 - C.B. A 15+63 RT. .121 138.88 130.5 DR .10 - M.H. SEE CONST. PLAN&PROFILE 130.0 125.0 DR 11 - C.B. B 8+47 LT. 121 1,14.09 1110.0 1/0,71 DR 12 - C.B. B 8+47 RT. 121 .114.09 105.0 iv6-,45 105-.49 DR -13 - H.W. SEE CONSTRUCTION PLAN - 87.5 83• $1 DR .14 - D.I. B 9+95 LT. .121 .107.09 103.0 DR 15 - C .13 . B 9+95 RT. 121 107.09 102.8 DR 16 - C.B. B 10+74 RT. 47.5.1 .106.04 .102.0 DR 17 - H.W. SEE CONSTRUCTION PLAN 90.0 DR 18 - C.B. A 2.1+80 LT. 12.1 148.36 .144.0 144.-70 DR -19 - C.B. A 21+80 RT. -12-1 -148.36 143.5 142.8(0 DR 20 - C.B. COMMON .1+46 LT. 12.1 143.46 139.6 3q. 80 13q. &0 DR 2.1 - C.B. COMMON =1+46 LT. 17.1 143.72 .139.5 DR 22 - C.B. COMMON 3+60 LT. 9' 122.64 119.3 DR 23 - C.B. COMMON 2+60 RT. 9.' -134.63 -127.0 2, to, 7- 0 DR 24 - C.B. COMMON 3+60 RT. 9.1 122.64 .119.0 115-48 DR 25 - 0.1. SEE CONSTRUCTION PLAN .112.0 '108.0 /07-32- /0747 (W/O CURB BOX) DR 26 - - ELIMINATED DR 27 - H.W. SEE CONSTRUCTION PLAN - -104.0 DR 28 - C.B. WILTON ROAD 153.0 150.5 DR 29 - C.B. A 11+35 LT. -12.' 146.96 -140.2 DR 30 - C.B. A 9+94 RT. 12' 133.85 127.8 127, 93 DR 31 - C.B. A 9+94 LT. 12.1 133.85 127.6 DR 32 - C.B. A 7+38 RT. .12'* 108.25 99.5 DR 33 - M. H. B -1+30 LT. 25' %.0 90.0(24") 84.6(3e 86.0(15") 84.600") DR 34 - C.B. A 7+57 LT. -12.' 110.115 -100.0 DR 35 - C B . A 6+50 RT. .12.' 99.45 95.5 q6-.qq 9 1 �q4 DR 36 - C.B. B 4+10 RT. 12,' 114.10 11110.0' DR 37 - C.13 . B 4+10 LT. -12.' 414.40 .106. DR 38 - C .13 . B 1+82 LT. -12�1 96.44 93.5 88.7 DR 39 - C.B. B .1+93 RT. 12.1 97.32 94,2 89.0 DR 40 - C.B. A 5+37 RT. -12.' 89.46 -81.5 '82- si sl.uz-- DR 40A- C.B. A 5+37 LT. 12,' 89.16 82.0 DR 41 - M.H. A 5+37 RT. 22,' 89.5 81.0 DR 42 - C.B . ExISTING-N. RIDGE ST., .108.9 _404.5 DR 43 - C.B. A .1+45 RT. .121 105.16 99.0 9 9.310 DR 44 - C.B. A 2+35 LT. .12.1 99.22- 89.5 q0.7e, qo. 18 DR 45 A 1'2+95 RT. -12�1 93.35 89.064 OR 46 - C.B. A 4+42 LT. .12' 186.15 78.5 X8.93 DR 47 - C.B. A 4+42 RT. -12' 186.45 78.0 "10,41 18.31 DR 48 - M.H. SEE CONSTRUCTION PLAN 100.0 85.8 DR 49 - M.H. A 4+55 Pf" . 20' 87.0 77.0 DR 50 - H.W. SEE CONSTRUCTION PLAN-' 64.0 0,3.73 DR D 0+57 LT. 12, 1 u .5' 105.86 DR, 5z�.B. SEE CONSTRUCTION PLAN logr 1 2 105.3 'DR 53 - C. B. D 1+70 LT. I2' 110,05 (EAST) 102.36 DR 54 - C. B. SEE CONSTRUCTION PLAN 109.5 SOUTH 98.25 DR IA - C. B. C 4+64 LT 12' 175.47 170-.,32- 1-7-0 �JZ- DR IB - C. B. CUL DE SAC 182.95 179.33- 179.�l 2: - - - - - - - - - - - SANITARY SEWERS GENERAL NOTES _g 1. ALL SANITARY SEWER PIPE SHALL BE 8 INCH DUCTILE IRON 1. ALL SPEC I F I CAI I ONS, MATERIALS AND METHODS OF CONSI RUCT I ON SHALL BE PIPE (DIP) CLASS 50 IN ACCORDANCE WITH ANSI A 21.51 AND AS SHOWN ON IN ACCORDANCE WI'IH THE STANDARDS SET FORTH IN THE LAND SUBDIVISION PLAN. REGULAI IONS OF 1 HE V I LLAGE OF RYE BROOK -1985 AND AS AMENDED 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE BROOK 2. ALL WAIER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN STANDARDS AND SPECIFICATIONS.. ACCORDANCE WITH I HE NEW YORK AMER I CAN WATER COMPANY SPEC I F I CAI I ONS AND REQUIREMENTS. 3. MINIMUM CO/ER FOR SANITARY SEWER LINES SHALL BE 4 -0 THE COVER MAY BE REDUCED WITH THE APPROVAL OF THE VILLAGE ENGINEER UPON 3. ALL WORK SHALL CONFORM 10 ALL APPL I CABLE CODES WHETHER FEDERAL. JUSTIFICATION. STATE, COUNTY OR LOCAL AND THE STRICIESTCODE SHALL APPLY.1 4. LEAKAGE ALLOWANCE SHALL BE A MAXIMUM OF 100 GALLONS PER 24 HOURS 4. EROSION AND SEDIMENTATION CONTROL WORK SHALL BE IMPLEMENTED DURING PER INCH DIAMETER OF PIPE PER MILE OF PIPE FOR GRAVITY SEWERS. CONSIRUClION ACCORDING 10 WIESICHESIER COUNTY BEST MANAGEMENT PRAC110ES MANUAL OR CONSTRUCTION RELATED "ACTIVIITES AND SHALL -5. INFILTRATION AND EXFILTRAlION TESTS SHALL BE CONDUCTED IN COVFIENCE AT THE START OF THE PROJECT. ACCORDANCE WITH THE STANDARDS AND REQUIREMENTS OF THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH AND THE VILLAGE OF RYE BROOK. 5. ALL LOIS SHALL HAVE LATERAL CONNECT IONS WITH THE MAINS 70 THE PROPERTY LINE FOR SEWERS, WATER AND GAS BEFORE PAVEMENT IS PLACED 6. SANITARY MANHOLES SHALL BE PRE -CAST CONCRETE IN ACCORDANCE WITH THE CONSTRUCTION DETAILS AND COMPLY WITH ASTM 0478. 6. UPON COMPLETION ION OF ALL 1 HE WORK, INCLUDING PUBLIC UTILITIES, THE CA%!NER SHALL SUBMIT "AS -BUILT DRAWINGS" TO THE l(kN ENG 1NEER, . FOR 7. ALL INDIVIDUAL HOUSE CONNECTIONS SHALL BE A MINIMUM OF 4 INCH THE VILLAGE CLERKS RECORD. "AS -BUILT DRAWINGS" MUST BE ON TRACING DIAMETER ON A 2% GRADE AND 6 INCH DIAMETER ON A 1% GRADE CLOTH OR REPRODUC I BLE MYLAR, WITH ALL REQUIREMENTS AS SET FORTH BY CLEANOUIS SHALL BE USED AT CHANGES IN GRADE OR ALIGNMENTS. THE VILLAGE ENGINEER. 8. ALL TESTS SHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER. 7. 1 HE V I LLAGE ENG I NEER OR 1 HE SUPERINTENDENT OF PUBLIC WORKS IS ALL CONSTRUCTION SHALL BE CERTIFIED AND APPROVED BY A N.Y.S.P.E. AUTHOR I ZED 10 MAKE ANY REASONABLE CHANGES TO IMPROVEMENTS SHOWN ON RETAINED BY THE CONTRACTOR. OR NOT SHOWN ON CONTRACT DRAWINGS TO MEET F I ELD CONDITIONS. THE DEVELOPER SHALL PROVIDE, INSTALL AND PAY FOR ANY CHANGES OR 9. COPIES OF ALL TEST RESULTS SHALL BE SUBMITTED 10 THE V I LLAGE ENGR. ADDITIONS MADE TO IMPROVEMENTS WITH THE SUBDIVISION. WESTCHESTER COUNTY DEPT OF HEALTH, AND ENVIRONMENTAL FACILITIES. 8. ALL R I M ELEVAl I ONS FOR MANHOLES, CATCH BAS INS. DROP INLETS. El C. 10. ALL BUILDING CONNECTION SEWERS SHALL BE EXTENDED 2' BEYOND THE MUST BE VER I F I ED AND ADJUSTED 10 MEET F I ELD COND 111 ONS. PROPERTY LINE OF EACH LOT BEFORE PAVEMENT CONSTRUCTION. 9. ALL PRIVATE Ul I L I I I ES (GAS, ELECTRIC, TELEPHONE, CABLEV I S I ON, ETC. SHALL BE 'PLACED UNDERGROUND. PLANS FOR THE INSTALLATION OF THE UTILITIES 'PLACED BE COORD I NAT ED WITH THE V I LLA6E ENGINEER. 10. 1 HE CONI MCI OR SHALL VER I FY I HE S I ZE, LOCAI I ON, DEPT H AM INVERT S OF ALL EXI�l ING LIT ILII IES PRIOR 10 COMMENCING HIS OPERATION. 1110 THE CONlRA0OR SHALL NOTIFY ALL UTILITY COMPANIES 48 HOURS PRIOR 10 START OF HIS OPERATION AND SHALL COMPLY WITH ALL THE LATEST INDUSTRIAL CODE RULE 53 RE6ULAI IONS. STORM DRAINS 1. STORM DRAIN PIPE SHALL BE CORRUGATED STEEL PIPE FULLY BITUMINOUS COATED THE SIZE AND GAGES AS FOLLOWS; ,12 INCH TO 30 INCH DIAMETER -16 GAGE 60 INCH {SEE CULVERT DRAWING) 2. MINIMUM COVER FOR STORM DRAIN LINES SHALL BE 21-0h. 3. CATCH BASIN SHALL BE PRE-CAS1 OR SOLID -8 INCH CONCRETE BLOCK ON WATER MAINS CONCRETE FOOTING AND IN ACCORDANCE WITH THE DETAIL DRAWINGS. 4. FRAMES AND GRATES SHALL BE IN ACCORDANCE WITH THE VILLAGE OF RYE 1. ALL SPECIFICATIONS, MATERIAL AND METHODS OF CONSTRUCTION SHALL BE I N ACCORDANCE W I I H NEW YORK AMER I CAN WAl ER WORM RECAJ I REMENI S. BROOK STANDARDS AND SPE I F LCAT I ON AND AS SH%lN ION PLANS. M n 2. FOR INFOIATION ONLY, THE WATER MAINS SHALL BE 8 INCH 5. UNDER -DRAINS SHALLBE 0 UIA. PERFORATED CORRUGATED STEEL PIi PE OR DUCT I LE I RON PIPE (D I P) CEMENT L I NED, %SS 50 WITH PUSH ON JOINTS AND ECUAL. ASHALL CONFORM TO ANSIIAWWA C15IIA21.51 SINWWA C104 A21.4 (DOUBLE THICKNESS 6. IF UNFORESEEN UNDERGROUND DRAINAGE CONDITIONS ARE ENCOUNTERED, CEMENT MORTAR LINING) ANSIAWWA CIII1A21.11 (PUSH ON JOINTS) UNDERDRAINS SHALL BE INSTALLED BEHIND -THE CURB AS SHO3. THE TYPE OF HYDRANT, GATE VALVES, VALVE BOXES, CORPORATION STOPS, W!NON TYPICAL SECTION OR AS ORDERED BY THE VILLAGE ENGINEER, CURB STOPS, CURB BOXES AND WET TOPS SHALL BE SPECIFIED BY THE WATER COMPANY. 4. THE WAI ER MA I NS' SHALL HAVE A MITV IMU14 COVER OF 4 -O,�,. 5. - .IS WIIHIN. HYDRANT DRAINS OR WEEPS SHALL BE PLUGGED IF GROUND WATER 7 FEET OF FINISHED GRADE WHEN THE DRAINS ARE PLUGGED, THE BARRELS MUST BE PLRAIPED DRY AFTER USE DURING FREEZING WEATHER WHERE, HYDRANT DRAINS ARE NOT PLUGGED. A GRAVEL POCKET OR DRY, WELL SHALL BE . . ....... PROVIDED IF THE NATURAL SOILS WILL NOT PRO/ I DE ADEQUATE DRAINAGE., HYDRANT DRAINS SHALL NOT BE CONNECTED 10 OR LOCATED WITHIN d10 FEETL 10 OF SAN I TARY SEWERS OR STORM DRAINS. THE SAME CR I I ER I A APPLIES I ES PAVEMENT BLOW OFFS. -1. ALL SUB6RADE SHALL BE APPROVED BY THE SUPERINlEMENT OF PUBLIC "M WORKS PRIOR To PLACILN6 ANY BASE COURSE MATERIAL. 6. HOUSE SERV I CE CONNECT I ONS SHALL BE A M I N I mum 11 INCH COPPER FROM BLDG TO PROP Ulf AWWA SPEC I F I CAI I ON TS -CR, TYPE K. WA ER COMPANYL wi LL PLACE T CONNECTION O,PRPT -PROPERTY L INEOPER MA . ALL CONNECTIONS AS EWATER COPNY SP 2. ALL PAVEMENT . ITEM NUMiBERS REFER TO NEW YORK STATE DEPARTMENT OF ECS. SEE: DETA IL TRANSPORTATION - STANDARD SPECIFICATION ITEM NOS. 7. 1 EST I NG AND D I Sl NFECI I N6 OF WATER MA I NS SHALL CONFORM 10 THE �A*Al STANDARD'C651-56 DISINFECTING I NF ECI ING EXCEPT FOR SEC. 5,1 FOR WATER"',': MAINS ACCEPTABLE RESULTS OF BACTER IOLOGI:CAL ANALYSIS OF SAMPLES OF TIE COLLECT ED FROM THE NEW D I STR I BUT] ON, MA I NS, AFJER D 18.1 NFIECT ION _I 0 THE 1C S : BEFORE THE USE OF THE MAINS, SHALL BE SUBMITTED s TER' COUNTY DEPARTMENT OF HEALTH. A PRESSURE AM LEAKAGE TESTSHALLL,.'Ll3r: MEIN ACCORDANCE -WITH SEC11ON 13 `HYDROSTATIC_�EST" C600 OF L I HE A"' SPEC IF ICATIONAf SEE NOTE =15., L L L .8. ALL TEES, BENDS AND HYDRANT ASSEWL I ES SHALL EITHER K.13LOCKM WITH' CONCRETE AND/OR PROVIDED WITH JOINT RESTRAINERS. THE. lypt OF, RESTRAINERS SHALL BE IN ACCORDANCE W11H AND APPROVED BY 3 E COMPANY. THRUST BLOCKS SHALL BE J PSI CONCRETE. �ALL "N6:,std n SHALL BE SET AGA I NST LIND I STURBED EARTH. 9. SEPARATION AND CONFLICT WITH SANITARY SEWERS SHALL BE -PER DETAIL A. HAN IM'S L10. ALL TESTS SHALL BE PERFORMED BY THE WATER COMPANY. ALku CONSTRUCT ION SHALL BE CERT IF IED AND APPROVED BY THE WATER:C tI AZT I7 &0/ 7 e I 0 I If IIItIIIIitIIN -Of I20 74 I464YILT z 46 046: NO IIIco/7�7cci 1 z 00' the dw tV ity G IW4 74 6R, I0 m -0-1 i NJ N DRA A IF L Pe+er�o n IV9 Ir 0\ tap,, tIt kk .................. 4, Crow�ord Park (Town) (18 I93 4 7 42, ti7 AV Ao_ 77; r . ....... ..... ............ . T6 W-0 ---------- 8 4 7 ......... �yo 0 0 41 INe aj 5 11"? Y Ri tI_u W. C. r A14 c I35 II�,"-\-ioo YeAl\2 FLW Lq Ll e, m Mir M, -Ir-7 p 5 Twan I e ........... (V an 0 N'l 5 A. Nord�' III6.e v I Ii+ +/ ;'INV + N RIDGE 14 ESTATE* Ib I IRYE BROOK VILLAGE OF- RYE BROOK WESTCHESTER COUNTY N.Y. lei WER IDRAINAGE, E WO AND WATER PLAN LE DRAWINGWO SCA DATE A -AB- 5 porled lay- JULY 1990 Ifillage 4517gincer 04274e- W 041ner 4 04? le- A�&VlSe47� 4057 CHAS. H. SELLS, INC. CONSULTING amolmeefts froorm HILLS, new Yolm A /Z W YOAPe W#��,�Fe C0Wpv9A1Y N,67W YoeA-'srRr6 1_1ce1vsez> Aelllzred pal, a M F0 .� Q' L N' f - sea' S i//fva Too o�f'roposed✓ ,aamxisiin' iI/tea �xz`ef�d yd/re .�feere ted Tav Tarr o�>Exl.��rr� .Dam . .�' q1, 20 C __-�__________________________________________1_____.___ _____________________.___�'�,_ CJ` ,37•.25 CJ , .�--__?_______-____________.{� __ _ __ _�_________ I 71®,, Jtl�"t Pro/o/5fone I A C44 Ltne ao, oot�► ° � _ _ a ,Xreting oroond L;,Ie 1►,pf A r4ptdroximar� Rock Line ° Exl6ki�hq 41404wry 0041M 1�47 Rerrrait� m1r1, SECTIN AA 'eca1e ; J6 ff if 0 1 10WIF00 S�105 rt CJ CONB�RUCT/ON JOINT .f. ExeauaTJon �ro ba Au,�2J 19 70 19 Btu Con4rac4or • t�� � Concrete ; � � �_-----__-_-____- ►_ _-____-__.!I I �xisz'ti�g a#0/,o,ve io�f'¢rnrtirr, I Cil C�. FXtend with New 12 po ar1.1, P Z`v �f'ear At/ tfo ` a ll off' Coneret�e ,drawl 14da'rz`raw { bre e�,�arnt�ed � 045 jearo c/_lf Claes `A'4"erete rsmoYed :gy-,- /y Cat` GeinE1, P 94,00 , Proposed �torre dace f1✓latch ,Exr�tr;7� # 0 AA010 a 2' O °,0141 c oinfi to st�1t14 �'r®und �1ne �1/�prv,rimQfe �C'ac�C Lile Dar' d 7or an a b 5cafre; Mospnry '4Ctaco , 8Xterr> x'idr New jo eaat• RECONSIRUCII QN NQIF 1. THE CROSS SECTION OF THE EXISTING DAM AND THE ELEVATION OF THE ROCK LINE UNDER THE DAM ARE APPROXIMATE, BASED ON FIELD MEASUREMENTS, PROBES, AND TEST PITS AS SHOWN ON THE PLAN. ACTUAL FIELD CONDITIONS MAY VARY: THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH FIELD CONDITIONS., 2. (CONTINUED) ALL CONSTRUCTION INSPEGTION AND MATERIAL TESTING SHALL 2. RECONSTRUCT I ON WORK ON THE DAM WILL BE DONE UNDER THE SUPERV I S I ON BE PERFORMED BY A LIGEMSED PROFESSIONAL EN81NEEP. PERIODIC OF AN INSPECTOR DESIGNATED BY THE OWNER NO CONCRETE POUR IS TO BE ENGINEERING DEPORTS SHALL BE PREPARED ON PERFORMED WORK. COMF"ENCED UNTIL THE SITE AND ALL PREPARATORY WORK HAVE BEEN COPIES OF THESE REPORTS SHALL BE SENT TO VILLAGE ENGINEER APPROVED BY THE INSPECTOR. ANDN.Y. S. D.E.C. 3, ANY EXCESS MATERIAL REMOVED OR DREDGED DURING RECONSTRUCTION OF THE DAM IS TO BE STORED ONSITE FOR GRADING PURPOSES THROUGHOUT THE PROJECT. 4. IF READY -MIX CONCRETE IS USED, PLANT CERTIFICATION OF EACH TRUCKLOAD DILL BE SUFFICIENT TO VERIFY THE MIX. IF THE CONTRACTOR MIXES THE CONCRETE ON SITE, HE SHALL PROVIDE, MAINTAIN AND OPERATE EQUIPMENT- AS REQUIRED TO ACCURATELY DETERMINE AND CONTROL THE ma4hole 2/2 AMOUNT OF EACH SEPARATE I NGRED I ENT ENTERING THE CONCRETE. 1/7 V, E1.8: ;3f 5. CONCRETE SHALL BE ADEQUATELY MIXED TO INSURE UNIFORM CONSISTENCY AND GRADING WITHIN AND AMONG BATCHES. ANY CONCRETE RETAINED IN MIXERS SG LONG AS TO REQUIRE ADDITIONAL WATER TO PERMIT " E SAT I SFACTGRY PLAC I NG SHALL BE WASTED. CONCRETE SHALL CONTA I N NO .9818%ADMIXTURES OTHER THAN A STANDARD A I R-ENTRA I WENT AGENT UNLESS APPROVED BY THE INSPECTOR. 14!-p 6. CONCRETE YOUNGER THAN 7 DAYS SHALL BE MAINTAINED AT A TEMPERATURE BETWEEN 400 F. AND 900 F. AT ALL T I MES . 12 0 7. ALL .POURED CONCRETE SHALL BE CURED, WITH WET -DOWN BURLAP, POLYETHYLENE SHEETS, OR APPLIED LIQUID MEMBRANE, UNTIL COMMENCEMENT q/, 20 OF THE NEXT ADJACENT POUR WHERE APPLICABLE, AND FOR 14 DAYS ELSEV.1HERE. IF MEMBRANE CURING IS USED ON SURFACES THAT ARE TO COME IN CONTACT WITH A FUTURE CONCRETE POUR, THE MEMBRANE COATING SHALL BE BLASTED OFF IMNU THE SURFACE CLEANED JUST PRIOR TO PLACEMENT • OF 1 H NEXT POUR. . 8. CONCRETE AND REINFORCING BARS ARE TO BE PLACED TO THE D IMENS I ONS SHOWN ON THE PLAN, WITHIN ± 1 -INCH TOLERANCE. 872S I 9. FORM TIES SHALL BE RECESSED A MINIMUM OF TWICE THE TIE DIAMETER SPfL ttJ * i BELOW THE FACE OF THE CONCRETE, AND THE SURFACE PATCHED WITH NON - SHR I W ON -SHRINK GROUT. 10. STONE AND ROCK SURFACES TO COME 1N CONTACT WITH POURED CONCRETE SHALL BE CLEANED AND PREPARED FOR A GOOD BOND BY MEANS OF - • ° BLASTING TO A CLEAN SURFACE, FOLLOWED BY REMOVAL OF ANY RESIDUE. ° SURFACES SHALL BE LIGHTLY WET DOWN IIVIMEDIATELY PRIOR TO PLACEMENT ,, OF CONCRETE. ��..- I.2 PrP . LA �ISI, SISC? Gt 11. CLASS "B,. CONCRETE SHALL BE POURED IN LIFTS OF 4-1/2 FT. MAXIMUM ' HEIGHT, WITH 72 HOURS ELAPSED TIME BETWEEN LIFTS. EACH LIFT SHALL ' BE POURED IN A "STAIRSTEP" ARRANGEMENT OF THREE 18 -INCH LAYERS, sp'Cd uov Tq j, WITH EACH LAYER VIBRATED ADEQUATELY TO EL I M I NATE VOIDS. ANY LOOSE Q° C. COBBLES IN EACH LAYER SHALL BE SHOVELED BACK INTO THE MASS OF THE LAYER TO AVOID SEPARATION. - -*6 $a rs,''®, c, 12. INTERFACES BETWEE LAYERS IN EACH LIFT SHALL BE KEPT MOIST, BY MEANS OF AIR -WATER FOG N3i _ES IF NECESSARY TO INSURE AGAINST COLD 77. C? , C JJO I NTS. I N).r MATERIAL BETWEEN 1 FTS SHALL BE CLEANED OF ALL LA I TANCE 1~1. AND LOOSFATER I AL AND L I�RTLY WET DOWN I MMED 1 ATELY PRIOR TO . PLACEMEN OF THE NEXT LIFT, TO 1INSURE GOOD BOND BETWEEN LIFTS. dY fP¢set ,dig/od ¢d 9totse ` �°"� ou , Ct�o�r le* 13. AFTER /COMPLETION OF THE DAM, T SITE SHALL BE REGRADED, SEEDED, AND RESTORED TO MATCH EXISTING. ..,/ r! `� ,� R ,�sSuivq" P+ Lll'1�G% L el% l IQ T I 0 N ,j pFfo 1,000 � ac oe�/ �3Qul��rs D kly- L111— t .," `��... ,..,�... CoQvctx,.rT5041y)� uc L,r' MAIM I ALS NQIEa: atA4 ' . hurl • 1. MORTAR SHALL CONFORM TO THE REQU I REMEN 'S OF ASTM 0270, TYPE M. 2. ALL STEEL REINFORCING BARS SHALL BE EPO Y COATED, AND SHALL CONFORM o,,. TO THE REQUIREMENTS OF ASTM A615, GRADE O. HORIZONTAL BARS SHALL -� ZEN BE LAPPED 2 FT. MINIMUM; LAPS IN ADJACENT BARS SHALL BE' STAGGERED . ROC' '' ' Der D/I7�1"oIG7�U1' L� -4 , -J V Z7 ~' 3. GROUT FOR DOWELED- I N REINFORCING BARS StWBE A NON-METALLIC, NON- �)(ca 1CCI'? o/? AZ,�%A 2 7 1 9th SMR I NK CEMET 1 T I OUS MATERIAL WHICH, �N M XED W 1 TH WATER, WILL rte! /� 4 HARDEN RAP IDLY TO PRODUCE A PERMANENT ANCHOR NG BOND THE MATERIAL Wil° "'�� h `° ` aT SHALL CONTA I N NO MORE T 0.05% CHLOR I DES 5r � SULFATES 1 -AV E A MIN I MUM INITIAL SET OF 30 MINUTES, AND ATTA 1 N A MINIMUM SEVEN-DAY COMPRESSIVE STRENGTH OF 6000 LBS./SQ. I N . ` 4. STONES FOR MASONRY SHALL BE SOUND, DURABLE, WITH ROUGHLY SQUARED SIDES, AND WELL BEDDED IN MORTAR, MASONRY SHALL NOT BE CONSTRUCTED WHEN THE AMBIENT TEMPERATURE IS BELOW 40° F. CONCRETE MIX SHALL CONFORM TO THE FOLLOWING CRITERIA: Exlet, 5eone Ca h ` b •. E 'bfrn store Ir,� be Rernvs<ed �., ! t. �� �.� TYPE I I PORTLAND CEMENT, LBS/C.Y. 606 352 be J v �.' removed,.6 , J Tcc o't�xiStirlrt ,�oFl, SAND, OF TOTAL AGGREGATE t S0L I D VOL.) 36.2 28.0 f/es tr TER/CEMENT RATIO, BY WEIGHT 0.46 0.5 8 I.0.axa s JA 4:varete CONTENT, 7 7.0% ± 1% 3.5% ± 1% TA,C5,�rllw4 , ° SLUMP RANGE, INCHES 2.5-3.5 1.5-2.5 l to G C'fc�sg $'arrcrete }.� V COURSE AGGREGATE GRADATION SHALL BE AS FOLLOWS: ryPf _ • .. 1('oc,� �� sSt�� �' � /art t1 P Lilt Lure%flD, G7lJ ' w _ _� _ _ j^ lBAro . p 4 CJ A'Ell 88, 2 � � i^ Fl, b, 2 . ,SE T I N D - C 7� _ #5 Ctrs 3 _ / SIUE SIZE CLASS "A" CLASS _ `B b " A raXrrnA% r/t ' '®" t s_-=--' a _. • A roxl nage 5r/ /i<� �'....__, 1 ? �` s° on S�Cr� 313 �`-C f� f�% jor ,��'cl, ,C�-D 3 100 ��,f /r/ , A. o !b Lev�1 E/, 8«'S,Da 2„ 10068-90 _ I'm1. 93-100 47-72 p ' " : p • _ �. T . ; • CQNSTRUCI I ON SEQUENCE ° 1/v 1/2�20-88 10-55 awaroie 1. OPEN LOWER DRAIN PIPE, DRAIN POND; DREDGE SILT AND EXCAVATE FROM E1 B11� �J m F ° 1 �� REAR FACE OF DAM DOWN TO ROCK FOUNDAT I ON . COURSE AGGREGATE SHALL CONSIST OF CLEAN DURABLE GRAVEL, CRUSHED _ CRUSHED GRAVEL OR CRUSHED A I R -COOLED BLAST FURNACE SLAG 2 "9� Hole �'cr �: ,&�r `� .�. , • i , , STONE, , l�"Ar111 Gn�wt�v, `, 2. EXTEND LOWER DRAINPIPE NORTHWARD, TO CLEAR PROPOSED DAM EXTENSION: FREE OF DIRT OR OTHER DELETERIOUS SUBSTANCES. PROVIDE GRADING AND SUMP TO INTERCEPT ALL NORMAL BROOK FLOW. 6. THE WATER USED IN CONCRETE, MORTAR, AND GROUT SHALL BE POTABLE, „ p REMOVE TOP OF EXISTING DAM TO INDICATED ELEVATIONS; REPAIR AND CLEAN, AND FREE FROM OBJECT I ONABLE QUANT I T I ES ' OF S I LT, ORGAN I C .�.;.. #; A,1-4 G r -on - •#5 Baro „p 3 . MATTER, ALKALI, SALTS, AND OTHER IMPURITIES. ,im 2"o #ale ;or #a L'rrf'1 G�put y 8cfh 1,ya ! REPOINI SECTION OF EXISTING DAM WHICH IS TO REMAIN. 4 1py 7 q, pp ,E,.zisz`ir1 /I'la8orrr ",`- _' " ,, - ' ; ,E/,� 4. DRILL AND GROUT REINFORCING BARS IN ROCK FOUNDATION AND REAR FACE . t scree o t r! p LTJ OF EXISTING DAT, AT LOCAT I ONS AND SPACING INDICATED. ' Td be eu�` or 8errz� >f7 b ° 5 CLEAN SURFACES AGA I NST WHICH CONCRETE WILL BE POURED; PLACE RE- .� tf e Fie% ge,E'e1C+uirea` T�1 : • pR I NFORC I NG, FORM UP AND POUR MASS CONCRETE ( CLASS 'B!') IN LIFTS, FULL p LENGTH OF DAM, �„ �¢� �,�. UP TO ELEVAT I � 85.25; EXTEND UPPER DRAIN PIPE NORTH- . � Co �t4. �av� ��" ��-- - •� ` !,-== - t ° WARD TO CLEAR PROPOSED DAM EXTENSION PRIOR TO POURING LAST LIFT. '^x%gin Csrou>Td hire 6. PLACE REINFORCING, FORM UP AND POUR CLASS "A* CONCRETE ABOVE �2! � ELEVAT I ON 85 25, PROV 1 D I NG V ERT I CAL CONSTRUCT I ON JO I NTS AT 30 FT. tt` C MAXIMUM SPACING ALONG DAM; PROVIDE EXTENSION SLEEVE AND HANDLE FOR UPPER DRAIN PIPE VALVE; PROVIDE SMOOTH WOOD FLOAT FINISH TO ALL p UNFORMED SURFACES. 40 01 SECTION Bm-B pre pared fay: ,411 �ebAr� �,5 �12`� E��'r � as fNaied� � � 311arc= lam CNr��, f� a� GL � f pa 1,2 o .5G4%d' ` *//c j`'®lf N,E'N/ y4k'k" $Ti9T.E G /C,EitlS',ED F�,E'G7i�i'SS/ kap/5cd C,#. 4., IgTo `Y,lsll 27 1yf0 &V16ed ioy ?-;, /?1:�19_ 0::> N31DZ1,310 3N*3'-'Nn3 'O:D N3E)ZJ.31(3 3N39n3 � � -I a 2clzo, -j- ...... i -1 1- 7 _T - L P-4 + Ad T-- -i ss I capcl Ad? t --- W0.1 T -f ;X'Me.gq 57o�� 6 1101ev j- L-, T 1_F i 7`77�7, .......... to, "ou "e -T A J 11 4... T.1.11 ............. 4 i �,L _4 ... .... 4: L + 4-7 4..i L_'�4_ _J ... A 4 t 4 o w. J. .7 t, , - , I . z I I - , * __: I �,:,: _ - x , 4� -4. IT /Vp oule T 4 T 1, T L F 7 ....... f4 A t t t7� - 7 4 -j- 7 4-4- 40, M- .11-. T 4- r -4 ff 4 2rzff . ..... ... zi. . J_ 4.. t ...... . 4, i. L -4- 4 i T-4. �T --j -T-7, J-++ i-.; J. L., -4 4 .4- 71 7; 4 7 L L. J, 4 4 -A-L -;Of t -T 4 � NZk 4- w + �tt -4-4 4 t T j 4Z -4-, 4--� 4-1 4 7T- 4 T .... .... -4.4 JT L L 7 7 1 1 1 7771-_- .4 1 L _�,_A_ L I- L 4--- + 4 -.1. -A. 4- L J L 7�t 7 J f 4.. L �4 1.- 7- 4- A- 4.0- 4, IT 4 .4 f 4 4, 4— q t 1 4 '. --4_1 1 .1 - - ; .--- . .. - � - ; 4 7� 4 L._� 7 4 ...... L L no , !e4 Ze .4- 7 j- _npw T I Ir li, 11 1.7 VILLAGE OF RYE BROOK WESTCHESTER COUNT N. Y. tona I N LET CONTROL IM PROVE M E NT r I T 161 v� t EXIST] NCT CHAMBER For 2-60"C[A..p �5tcTION;___D. 11 71% 4 7�7 1\4 4 A VO A PTE, 4 \VE�T� A ... ......... BOX CULVERT DATE SCALE DRAWING NO. Z", 5R-1 4- i "I _4 I .. . ... . C"AS. H. SELLS, INC. t .1 O,e,e .5 7"o -�re 4 CONSULTING ENGINEERS BEDFORD HILLS,' NEW YORK STONE LINED SWALE TO STREAM VELOCITY DISSIPATION STRUCTURE (SEE DETAIL) NOTE: ALL PARKING AREAS AND WALKWAYS IN WORK AREA TO BE REMOVED 130 im CATCH BASIN RIM. -103.9 EXISTING SMH INV. -100.0 EXTEND WITH COLLAR Is" CMP — TO RIM -105.05 HEAD WALLLOT. 5 INV. = 99.0 Ov 0 0 —ME INTO EXISTING CURB LINE ov Lo IIZ7 SroNk REr 00 0. 15" CMP /4b 56LF 0 5.3% PVI STA. 0+23 EL = 113.655 V.C. 20' -, r06 f ���•�1 0'` Y� 0 YARD DRAIN 1, / RIM. -105.8 INV. =103.0 11to 77 .0 V. /> �C%�� Cv t fl) Al top -Z P L A N SCALE- 1" = 20' ROUND TO RADIUS OF 3/47 FINISHED PAVEMENT ELEVATION--\ T_ 11 4f. 0 70 -DASHED LINE REPRESENTS DROP CURB AT EACH DRIVEWAY ENTRANCE RIP --RAP OUTLET DITCH (SEE DETAILS) LEVEL TOP OF CURB \--DRIVEWAY PVI STA, 1+30 EL = 105.095 mum= 11104awaviT.Alow 1+50 1+62 1+75 K, D S N L El SAM PER FT. 15" 1-5" EXISTING GRADE 5#-6n 2$-51/4" 3" 18" 1-8" 6'-0" 6-6" 2#-6" 381 24" 1 2'-2" 6'-6" 110— 21-71/2#0 3" 30" 2'-8" 7'-0" 10`-6" 2-9" 3 "_ 36" 3'-2" 7'-6" 12'-6" 2'-101/27 3" 42" 3'—e 8* -0" 14t-6" , 3'-0' 30 48", 3'-11/27 , 3" PROPOSED GRADE z P) 100 'N IN 95 0+00 0+25 0+50 0+75 1+00 1+25 PROFILE COMMON DRIVEWAY 0 >* -* co 0� VERT. 1" = 10' SCALE: < h HORIZ. 1 = 20' m < C) m X Z_ PVI STA, 1+30 EL = 105.095 mum= 11104awaviT.Alow 1+50 1+62 1+75 K, D S N L El SAM PER FT. 15" 1-5" 5'-9" 5#-6n 2$-51/4" 3" 18" 1-8" 6'-0" 6-6" 2#-6" 381 24" 1 2'-2" 6'-6" 8-6" 21-71/2#0 3" 30" 2'-8" 7'-0" 10`-6" 2-9" 3 "_ 36" 3'-2" 7'-6" 12'-6" 2'-101/27 3" 42" 3'—e 8* -0" 14t-6" , 3'-0' 30 48", 3'-11/27 , 3" A $1 ^1 f A i it r -m At i rr% ^rr% 4 n" I - 8 .1 SIDE COMPOSITE FRONT ELEVATION STRAIGHT HEAD WALL TYPE 047 3/4� GRAVEL OR CRUSHED STONE �r MINIMUM DEPTH DETAIL OF STONE LINED GUTTER STANDARD RECTANGULAR GRATE CAST IRON FRAME CAMPBELL FOUNDRY CO. AM RIM ELEVATION 11A i iLj FINISHED PAV"T cq 0 (SEE PAV'T DETAIL) 10 2" 2—#4's CONTINUOS -4 #4s 0 24!' o.c. 3,000 P.S.I. CONC. cq 8" DETAIL OF CONCRETE CURB NOT TO SCALE At—'1I" CL z lq' 10 2 YARD DRAIN INLET N.T.S. UNAUTHORIZED ALTERATIONS AND ADDITIONS TO THIS DRAWING IS A VIOLATION OF SECTION 7209 (2) OF THE NEW YORK STATE EDUCATION LAW. 8PCB PARALLEL BAR GRATE, 0 4`--11" \--6"x6" MESH REINFORCEMENT (ALL WALLS) INCLUDE SECTION A -A COST IN CATCH BASIN CATCH BASIN N.T.S. r� T' -Cr END SECTION TYPICAL /- LOCUST POST-TREATMENT & COMA ST, OL END SECTION TIMBER GUIDE RAILING N.T.S. `JOIE: t: *OP OF PERIMETER "WALL" TO 3E SET AT 12" ABOVE DRAIN )UTLET INVERT AND TO BE .EVEL. PLAN STONE RIP RAP TO BE FIELD STONE MIN. THICKNESS 6" MIN. WEIGHT 75LBS. FINISHED DEPTH OF SILT TRAP TO BE 36" BELOW DRAIN OUTLET INVERT. 1 2 STORM DRAIN 1 OUTLET SECTION COMPACTED SUB—GRADE VELOCITY DISSIPATION STRUCTURE BRICK OR N.T.S. CONCRETE COURSES PRECAST CONCRETE "a A '4: CATCH BASIN 4'—Cr trjf NEW raga & FAS* PREPARED CHAS. H. SELLS, IN BY 4"o .*Oo FES N.Y, STATE LIC. PROFESSIONAL ENGINEER AS PER VILLAGE REQUIREMENT. 31-cr 2'--6"OFFSET Q3/4" DIA. 2!t' BOLTS 6" x6" POSTS to ENDS TO BE -T -3/ Z FLUSH 10 z ST, OL END SECTION TIMBER GUIDE RAILING N.T.S. `JOIE: t: *OP OF PERIMETER "WALL" TO 3E SET AT 12" ABOVE DRAIN )UTLET INVERT AND TO BE .EVEL. PLAN STONE RIP RAP TO BE FIELD STONE MIN. THICKNESS 6" MIN. WEIGHT 75LBS. FINISHED DEPTH OF SILT TRAP TO BE 36" BELOW DRAIN OUTLET INVERT. 1 2 STORM DRAIN 1 OUTLET SECTION COMPACTED SUB—GRADE VELOCITY DISSIPATION STRUCTURE BRICK OR N.T.S. CONCRETE COURSES PRECAST CONCRETE "a A '4: CATCH BASIN 4'—Cr trjf NEW raga & FAS* PREPARED CHAS. H. SELLS, IN BY 4"o .*Oo FES N.Y, STATE LIC. PROFESSIONAL ENGINEER m 0 r m w c� m w Y Q S p W U o U z I pf STONE LINED SWALE TO STREAM VELOCITY DISSIPATION — STRUCTURE (SEE DETAIL) CATCH BASIN RIM. =103.9 EXISTING SMH INV. =100.0 EXTEND WITH COLLAR TO RIM=105.05 15" CMP HEAD WALL LOT. TIE INTO EXISTING �' INV. = 99.0 5 CURB LINE O GV i a RESIDENCECD N 00 + 712.7 o CD STEpN� rn / / / /rENDEp TO AS 8E 00 / i 1 err? -1 ol °pw o �J • j15 � �� / \ � r I 0. •/ /c 56LF ® 5.3% / G' / / / it � �-• — YARD DRAIN I Q RIM. =105.8 LO� INV. =103.0 774 ° NCI' Fp N ��� NOTE: �/ 107, ALL PARKING AREAS AND WALKWAYS IN WORK AREA TO BE REMOVED �- 130 120 PV(' STA. 0+23 EL = 113.655 V.C. 20' P L A N SCALE: 1" = 20, ROUND TO RADIUS OF 3/4" 1 1 /2"� FINISHED PAVEMENT ELEVATION-, T ,f EXISTING GRADE PROPOSED GRADE 100IN a 95 ` 0+00 0+25 0+50 0+75 1 +00 1 +25 PROFILE COMMON DRIVEWAY VERT. 1" = 10' SCALE: HORIZ. 1'' = 20' NOT PVI STA. 1 +30 EL = 105.095 V.C. 30' EXISTING SMH RIM.=113.06 111`3 X I71. 0 ?O - DASHED LINE REPRESENTS DROP CURB AT EACH DRIVEWAY ENTRANCE RIP -RAP OUTLET DITCH (SEE DETAILS) LEVEL TOP OF CURB r------ 1 DRIVEWAY • eo. GUIDE RAIL RET. WALL �I 'I I 1 +50 1 +62 1 +75 wo B pR� 15" 1'-5" 5'-9" 5'-6" 2'-51/4" 3" 18" 1'-8" 6'-0" 6'-6" 2'-6" 3" 24" 2'-2" 6'-6"1 8'-6" 2'-71/2" 3" 30" 2'-8" 7'-0" 10'-6" 2'-9" 3" 36" 3'-2" 7'-6" 12'-6" 2'-101/2" 3" 42" 3'-8" 8'-0" 14'-6" 3'-0" 3" 48 4'-2" 8'-6" 16'-6" 3'-11/2" 3" All nl t lurrn Al 1 rnnrel I e-)" SIDE COMPOSITE FRONT ELEVATION .STRAIGHT E N.T.S. 18" MIN. 12" MIN__ 6" �N " w FINISHED PAV`T m °a o (SEE PAV`T DETAIL) 2" 2-#4`s CONTINUOS #4`s @ 24" o.c. : a'a 3,000 P.S.I. CONC. 8" N DETAIL OF CONCRETE CURB 50 Lbs. STONE (8"-9"DIA) (CHINKED) -FILTER FABRIC - COMPACTED SUBGRADE 3/4" GRAVEL OR —� CRUSHED STONE 2" MINIMUM DEPTH DETAIL N LINED GUTTER N.T.S. �Jln17 V/••11.LJ VU111R GRATE CAST IRON FRAME CAMPBELL FOUNDRY CO. RIM ELEVATION � Q CL o � e : 00 Z a• a. ° .°a ° 10 6 2-6" -i 1 YARD DRAIN INLET NOT TO SCALE d'-11" �i Or']^M MAMA1 1 M DAM nonTc V AV IVII-�I 1 1\t-11Y1 VI\VL/YILIV I (ALL WALLS) INCLUDE SECTION A -A COST IN CATCH BASIN CATCH BASIN ��' N.T.S. V-C BRICK OR CONCRETE COURSES PRECAST CONCRETE CATCH BASIN 6'-0" END SECTION TYPICAL LOCUST POST —TREATMENT & COLOR AS PER VILLAGE REQUIREMENT. 3'-0" 2'-6" OFFSET Q 3/4' DIA. 2" 6BOLTS S x9" o M 0 6" x6" POSTS to @ ' ENDS TO BE — 3/4"---'` A • z FLUSH O END SECTION TIMBER GUIDE RAILING N.T.S. ST OL / O i M 2 STORM DRAIN 1 OUTLET VOTE: fOP OF PERIMETER "WALL" TO 3E SET AT 12" ABOVE DRAIN )UTLET INVERT AND TO BE _EVEL. STONE RIP RAP TO BE FIELD PLAN STONE MIN. THICKNESS 6" MIN. WEIGHT 75LBS. 8'-0" �C14 `FINISHED DEPTH OF SILT TRAP TO BE 36" BELOW / DRAIN OUTLET INVERT. SECTION `- COMPACTED SUB -GRADE VELOCITY DISSIPATION STRUCTURE N.T.S. N.T.S. af NEW vo f FAS V PREPAREDco SELLS, I N C UNAUTHORIZED ALTERATIONS AND ADDITIONS H. Np` TO THIS DRAWING IS A VIOLATION OF BY Z SECTION 7209 (2) OF THE NEW YORK STATE 11i 4,0. Q EDUCATION LAW. — -- ----� — — ----- cFnsFDp/?0rESs10�P�```�� N.Y. STATE LIC. PROFESSIONAL ENGINEER N CONTOUR INTERVAL 2' R 1#1 CAS O 1851 4-111 Mill 1 Q IBM P] FA , X 113.4 .200.1 al PM e 1 iM I MAN 'AF MIA Adw 4 .1939 .190.7