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HomeMy WebLinkAboutConstruction Plans 199777�, �m CIVIL ENGINEER AND TRAFFIC ENGINEERS. - JOHN MEYER CONSUL77NG 120 BEDFORD ROAD ARMONK. NEW YORK OWNER: RED ROOF FARM., LLC CIO KIP KONIGSBERG ESQ 44, LINCOLN A VENUE VILLAGE OF RYE BROOK, NEW YORK 4 701w- 200-202NORIRLYRIDGE n A.11 UCOA F R.,v.'.r-, w B P0 Q % BEW1, K LAIVE .4L -------------- I -- ---- SUR VE YOR KENNETH B. SALZMANN, LAND SURVEYOR 120 81EDFORD ROAD ARMONK. NEW YORK SITE LOCATION MAP 4WAMW&.0 .41 IERA)70V OR A0 110V f0 A MAP 6rAPINO ME SCAL Or A PROMMAL ArPMEER X W A tialMD LAND 9"YOR IS A 67&4 nOV Or $WCAON 7.709 Of /Ar AL W nKA' MCA WV CAW, 4reqpr.#s MR wcm zpaq "-bvqsov.' 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ALL BUILONG STRUCTURE TO BE OEMOLISHEO AND REMOVED FROM SITE IN ACCORDANCE WITH ANY/ALL APPLICABLE LOCAL OR STATE REQUIREMENTS. 2. All. EXISTING SANITARY SEWER OR WATER SUPPLY FACILITIES TO BE REMOVED IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT AND BUILDING DEPARTMENTS REOUIREMENTS. v Y _j oo 0 Www RIGSU'D Z Wil ru.S2Z� 0 0-� O? Zj — lx Y d' O 0-Z ad !t J it S �rx M ow CL Z 0 Y L/) LY O O .°' 241 H cr /�q zx V N 11 Li 0 N O W ® O J W S w E " 86124 u SITE y.�Y.f bV AUrNLWfaf17 AL IERANAV A4 RAX' NON 70 A ER to T99B .S JdN C RiJg L#RRbi'G nS' SFR(V R HW,Y'f.'SSIJVAI ENGNfER AP 'n rw1 'y- ,r..+• AP.t.P/CLNSFO LAAYI SCd1i£YAP ISR AQ {'� � Iir/! SEGXPY a1lM GY"INE NEW rn.'4"r E-90-AV LAN,' i! rM•.w.�'�.«i.w rawrp. �..r EXUPJ AS PER SFC1IpY a?rA? SUB-A'NSlAV 1. ,SW-90-%W.?. 9.44 acres es DRIVE 1500 sq. ft. 0. 34 crass BERKLEY LAM 0,51 Wes SAWWT AND REMOVE Evoyfo a 1 '94 i ' 1 )WNG PAVEMENT %1 671 cove 15,147 sq, ft, sq.tt �r''� /�'T N A9S-FA6&0 Y sq. NIF fWANO 0.46 acnes I 19, 95V2 19, V/t RIECH21,I23 sq tf, ..»�.,.._m.w ..(�. ,�' , ...�.— �c- -x""'� 17,45 arms 5W . ft, 19,450 $q� It. Nlf- fRAX N"f- ZUZ47 iTRRARO 15 OW sq. ft. 2JI07sq.tt. IA4W acres cove 0.5j acres I N/f-.SIXAFANr �-i LfGVV9 PROPERTY LINE LOT LINE BUILDING ENVELOPE k RIGHT OF WAY CENTER OF RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE CURB = PROPOSED PAVEMENT REQUIREMENTS WETLANDS LIMITS AS FLAGGED BY EVANS ASSOCIATES ON PURSUANT TO SW77ON 250-20 OF THE WAGE Or RYE BROOK CODE AMENDED SEPTEMBER 27 lw OCTOBER 1,1996 IN ACCORDANCE WITH VILLAGE OF THE APPLICA" MINIMUM DIMENSIONAL REQUIREMENTS FOR WIS SUBDIVISION ARE AS FOLLOWS RYE BROOK WETLANDS REGULATIONS (LOCAL LAW NO.10-1994). REQUIRED PROPOSED LOT # IN SHEET 1, BLOCK 5 rxm" 100' DIAMETER HORIZONTAL CIRCLE STEEL CHANNEL. PROPOSED STEEL GUIDE RAIL RI -IC PROPOSED STREET LIGHT PROPOSED SIGHT EASEMENT MIA PROPOSED SIGN & DESIGNATION MINIMUM FRONT YARD 40 FT. PROPOSED 18' WIDE STOP BAR SIGN TABLE ,I - 96124 SITE 4wwq,,cwr7£o Az r&A my 64 Aawftw TO A�(Ap 4w al, firAhVAIC bW ZAI a' A PRO'MOW tNrWM OR A =MTO lAAV SWWrX IS A Mi A PON 6r TC)7,W 7.V9 7.Y'7W AfW YOW CXCADOV TAW, Sp- fXa,-7 AS RtR SrCftOV 7", -V8-"9W,? 'ilkilikill1w 4111k JA TABLE OF DIMENSIONAL REQUIREMENTS PURSUANT TO SW77ON 250-20 OF THE WAGE Or RYE BROOK CODE AMENDED SEPTEMBER 27 lw THE APPLICA" MINIMUM DIMENSIONAL REQUIREMENTS FOR WIS SUBDIVISION ARE AS FOLLOWS REQUIRED PROVIDED rxm" -R,-EO STEEL CHANNEL. 7'-0' RI -IC N/A MINIMUM LOT DEPTH 125 Il (1) MIA MINIMUM FRONT YARD 40 FT. 40 FT. MINIMUM SIDE YARD 15 FT. (2) 2pF�p24"X24" FNDYELLOW MINIMUM REAR YARD 40 FT. BLACK ON STEEL CHANNEL. 7'-0' W3-178 x MA)QMUM HEIGHT 30 FT (2 STORIES) 30 FT. (2 STORIES) em (1) PROPOSED ZONING REVISION VALL REPLACE LOT CRITERIA VATH PROVISION FOR 10V DIAMETER HORIZONTAL CIRCLE AND A 65 FOOT FRONTAGE AT THE PROPERTY LINE RIGHT OF WAY. (2) TOTAL OF 2 SIDE YARD SETBACKS EQUALS 40 FEET. 3 12'XW RWEHI ON TE SlEEL CHANNEL 7'-0' pl-IC x 96124 SITE 4wwq,,cwr7£o Az r&A my 64 Aawftw TO A�(Ap 4w al, firAhVAIC bW ZAI a' A PRO'MOW tNrWM OR A =MTO lAAV SWWrX IS A Mi A PON 6r TC)7,W 7.V9 7.Y'7W AfW YOW CXCADOV TAW, Sp- fXa,-7 AS RtR SrCftOV 7", -V8-"9W,? 'ilkilikill1w 4111k JA TABLE OF DIMENSIONAL REQUIREMENTS PURSUANT TO SW77ON 250-20 OF THE WAGE Or RYE BROOK CODE AMENDED SEPTEMBER 27 lw THE APPLICA" MINIMUM DIMENSIONAL REQUIREMENTS FOR WIS SUBDIVISION ARE AS FOLLOWS REQUIRED PROVIDED MINIMUM LOT AREA 15,000 X FT. 15.000 SO. FT. MINIMUM LOT VADTH 100 FT. (1) N/A MINIMUM LOT DEPTH 125 Il (1) MIA MINIMUM FRONT YARD 40 FT. 40 FT. MINIMUM SIDE YARD 15 FT. (2) 15 Ft. MINIMUM REAR YARD 40 FT. 40 FT. MINIMUM FLOOR AREAL DWELUNGS 1,500 SO. FT. 1.500 % FT, MA)QMUM HEIGHT 30 FT (2 STORIES) 30 FT. (2 STORIES) (1) PROPOSED ZONING REVISION VALL REPLACE LOT CRITERIA VATH PROVISION FOR 10V DIAMETER HORIZONTAL CIRCLE AND A 65 FOOT FRONTAGE AT THE PROPERTY LINE RIGHT OF WAY. (2) TOTAL OF 2 SIDE YARD SETBACKS EQUALS 40 FEET. 96124 SITE 4wwq,,cwr7£o Az r&A my 64 Aawftw TO A�(Ap 4w al, firAhVAIC bW ZAI a' A PRO'MOW tNrWM OR A =MTO lAAV SWWrX IS A Mi A PON 6r TC)7,W 7.V9 7.Y'7W AfW YOW CXCADOV TAW, Sp- fXa,-7 AS RtR SrCftOV 7", -V8-"9W,? 'ilkilikill1w 4111k JA r i yea ` t ' yo t L -20I.9 x i\ Ix 2057 L? y� .vv 9 9w M1\187.J MN6."' �` ! w ..•-- xlfu r- .^`� a -. ! W DRI I V -_0 SN. 10 .- 1869 Y f ! L/ 1.OL \ 1 SMN 9 a r t 1 __�>__--...�_ _ , 1-_,•�•- ♦ p rr \l - APPRO.i4AlAIE LOCA MW 1 j}t 1 1. } VVV#7 t�1 s / S \\ 8' 6A N PFR L2}t' ♦ . 1\ fD PLA7F5 ii ! BERKLEY LANE !!` '`; '�`� r�9g it 1 - ( , 1 v 1 r + j ° ROPO Q LIMIT ! .APH10X\iAY(71ELGCATtT'✓ PAVING 1\ '-- �� - ' / ♦ j. t \ \ �t t �\t� i `�t_t"'"" ty, 1\ i t• t - i t y `, t `a ij. \` '+ t i i i tt 8. warfeR cow t ` `\, ! 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H �- \ \ , , y \ PROPOSED PARKKW�Q UNTIL FA�UTPiis` t \ \ , , t Zr1TAf4 DESGNED A,\4A D CONSTRUCTED Bl THE t i YTLLAGE OF AYE 8RdpK t. ° \ ` i 5 t `\ OCS D-7 ! ' y, t , �i \, �`r� `\, `\ \ °* \ ` \ i N `\\ \\\ \\ - ti . r70P 07� 2559 �- Q A:$. \ TOP,230.71 ` yv v v, vve4-3 tv v } `� ; X1558 vvv vv yl A�A[ 1 \\ \ \ +206.50 + + / CI E -i2 i l y 7.D\5 ' \ \ ` \\\ \`\. �\ \\\ \E\ TOP 200.50 i l i 1\ i '\ 1 1 \ ` MH��"-7\ /gDROP v V 4 p45• ty 2ab4 M ,h , i i i v V\ v v �`_ fPA _ ,v t v v vv t , w �'7 -> 1141,J". TORrAYE wAtX s �1 7^ t j Am# \ t ♦ 209.7 t tt. eXt} t{ -t j/��\ f i t ¢-� \ `\ •� \\ � \ f , 5TA?Y�n \\ \ IEC \ f r GARAIS p I \ `\ � ♦ • .�.�x\ ` .?� OX `\ `t \`\ i"SAN. ! .r t i i W CbNC x \ ... 05.05 \. \. y 210 73� r POSQ'et u t t \ ,• s2 ` y \ `\ \ a \ \ r r i � TOP 270.05 t a1am ,--__N¢ti __-- Z \ e .. � L y1 �.,•., CI -r&-` t I -f � �SPLlAtr \ \ \ \ \ \ `\ r ! 1 Z'tOb/ • \�--! ft12 'T /,( \ t r / \e ♦ /i / � % \ 107.7 ! ( x 276}60 �, `�' .\ ./ , ! , ztaat ° .\ x , ` 4. • � I r ; f[£ \ ; I \ � 2 start , \ ` \ \ \ \\ ♦ \ r �+ i \' ! \ \ "a, ok \ -_ GktrAy =f "r ,vvrr y .rn; t IOP 211.&1 �r 207.2 / r TOP. 77.09 7 ^ } y ` rir"1 .71 mac.'\".{ SN(H A-5 i ii i y '� i CI E--2 `> \\ `". • `\ ``\ \� "'S-1----------- 44.80 ---- -- 4%4.80 !` FA r- \\ ail „ ` �OP Zf1.ff5 za48 - ` SET} t i£ NO. 1 X ' ..... } y �\ It \ty ; tt C'9� 2 - `) J - 1•i-- yv t , -' IT Of RBANa � � 4 H -5 Y�-1 r4-1 t I { � I \ z�8�>3Irl 1 -' Itv � `v `'�, t4- JjJ ti j¢1 3QP 275.69 t i I t 1 `\ ` \ ` ��} '' -- --f -J/ 14-r NE�J41©NiEA / i 1y`, \\ \y \i t\ CI 5-1 SM -_ �\ 6! D-2_2 'y t i / , }y t tt SMH A y` i`\ \ TOP 5.20 y ! TOP 230. r--rc"''> ,2447A2 t •tc;,,. P r' 7077 t r �I,/' r y t TOP 218. t v tv t t v `' TOP 205:60 ® \t yy I ty t I tl `\ 'i. { I WO(bfO f BRUSatt `\ t\ `'`�• BIT ! it t ! a7 as i y t y J t t v + �1 (' t x13J0 v `.. v • -,_�- - �- �_ TOP,N1.7� C \\ i t + i I x2171 i it `vi+rer _ 1r� ! d+.2i ` b{5 i a•oxw#".a• i )c--.? ? ----"_ - Fii \`i ,yyr \\y 1✓- �y\I\�/ TSF- OO T \r .-----, -'__"________ ��-rr INV. 229. �� ���-•\moi y l 1 } 4 } t} -!-IV (XX t x 2071 ` r r1 _ F-2 �---tet-% �} ---""'�---` 7, 1x5.1 ___.•^' iI' f IJ b°-- `� 228s ? !-tom 4 t "`.iy iii-` 1 �Ir re I srr tNY''229.50 � L 2236 x1355 ed• .a]_-� y � t ?,�\` � `{`.\ 1 }� Ca✓E t .,r� r t i 7 {` � � rr `3.,. t y ^t'i I ' 22260 PROPOS D 1 II f 1 { INV. 220.60 IN ! ` D�UT I LIMIT OF NE 1-INY.22D160C� �: (� PAVING 1 4 t t t NBONWIT ROAD i s y 191401NV RCP alt --- _"'_`•_"•� 'R�m t 7 I( 19921 MV i1•NS ' 4.. �""' _-�_�__-_-�___�.____ ` raw 1I 1911.1 ' t t /� -' `•. SAW CUT LINE MEET EXISTING PAVEMENT E } t^+ cid m ~� 1 \� Yom, ` MAW � x y ---- ADJUST EXISTING VALVES ' '06 sump Z 35 t ( rxsw REMOVE EXISTING AS REQUIRED TO MEET TOP 196. , `EMENT, TOPSOIL & SEED i1 PROPOSED GRADE I 1 15MN B-5'1; i A 5 M B-5 i$t+ i�rA�f' fi 17 r'tt f8:r0 r• / r r !/ / x 197.4 't DISTURBED AREAS y X , I LEMND AD1NG NOTES 1pp i�"NV N. E. W' f t 79136 WV 5. , , \ t t 1 FILLING OF THE DOSING WERANOS. AS AUTHORIZED BY THE REMOVE EXISTING y , "-"t"' '`T PROVIDE FULL DEPTH U.S. ARMY CORP OF ENaN££Rs NaTtoNinoE PERMIT {702320 t` GUIDE RAIL --- Y - SHOULD IE UNDERTAKEN IN A MATTER AIMED AT REDUCING { /� _ i PAVEMENT. TOPSOIL AND IMPACTS ON THE GENERAL. ENMRONMENT. NO STOCKPILING OF FILL a SEED ALL DISTURBED 2�7 OR OTHER MATERIALS IN A MANNER CONDUCIVE TO EROSION, PROPOSED GRADE +25029 PROPOSED SPOT GRADE EXISTING GRADE X2n4 EXISTING SPOT GRADE PROPERTY LINE - - PROPOSED LOT LINE -- - - - - - - BUILDING ENVELOPE PROPOSED EDGE OF _ _ - _ RIGHT OF WAY TREE LINE CENTER OF RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED CURB OLD ORCHARD ROAD ROADWA Y CONNEC77ON ENLARGEMENT N. TS OR IN AREAS LIKELY TO CAUSE HIGH TURBIDITY RUN t#F DURING STORM MTS. ALL ET0'OSED SOILS SHALL BE REVEGETATED iN A TIMELY MANNER TO FURTHER REDUCE POTENTIAL EFFECTS SHALL Bk 51AUtUaD WiIH 5181 UUNIAININU A MIFIUKG j OF 50% KENTUCKY BLUEGRASS, 25X CREEPING RED FESCUE AND 25% PERNNIAL RYEGRASS. SOD SMALL BE CUT IN UNIFORM WIDTH STRIPS OF LIVE GRASS. Z FOR SWAiE SLOPES EXCEEDING 8% JUTE MESH SHALL BE UTILIZED TO STABILIZE THE SWALE BASE. GRASS SWALE \.'\..,Ll+r`J•.:r\.hl..'..1...\..+...'.,/.!,..h..r._n_n.,n_A.n..A._n.A✓.....t_/..l...M1..nJ✓,l.Al•✓..'..00\..1.�ti.A..r.......1•� BUElIAARG71Gi0.tAf - CAt 01 A RROGREA5D WAW r0O A MAP (pp qyT ygge by 3dut Mayr GcnssttF+9 LNf✓rlffR OR M xws.a,..r •p..cnd wwrw G4 A 14C ,1FO LAND 511,1'100111 A 001AnM Of SYCWV 72'W a' W NZW YOW £PUCARp'V LAW, r' +.I++ •+ � � EYCEPr ASP£R$'GRav 7709 518-A'MS'CW?. .' is.a`w.ra 9'�"Ma»p.Xo-uMaeriwv Y O v �L,Lw Z '�rmna0 Z J CO LL-YZV reW Lt.! � S X/MAIC IXA,7M GAS MAW PER C6W- PLATES �� (2j 6•.'MOE TOP 764.24 APPRGXIMA IF LOCA NaV G GATES 8' WA/FR MAW PER GRASS STORMWATER WAM? CO. MAPS MANAGEMENT ACCESS AREA 't DISTURBED AREAS y X , I LEMND AD1NG NOTES 1pp i�"NV N. E. W' f t 79136 WV 5. , , \ t t 1 FILLING OF THE DOSING WERANOS. AS AUTHORIZED BY THE REMOVE EXISTING y , "-"t"' '`T PROVIDE FULL DEPTH U.S. ARMY CORP OF ENaN££Rs NaTtoNinoE PERMIT {702320 t` GUIDE RAIL --- Y - SHOULD IE UNDERTAKEN IN A MATTER AIMED AT REDUCING { /� _ i PAVEMENT. TOPSOIL AND IMPACTS ON THE GENERAL. ENMRONMENT. NO STOCKPILING OF FILL a SEED ALL DISTURBED 2�7 OR OTHER MATERIALS IN A MANNER CONDUCIVE TO EROSION, PROPOSED GRADE +25029 PROPOSED SPOT GRADE EXISTING GRADE X2n4 EXISTING SPOT GRADE PROPERTY LINE - - PROPOSED LOT LINE -- - - - - - - BUILDING ENVELOPE PROPOSED EDGE OF _ _ - _ RIGHT OF WAY TREE LINE CENTER OF RIGHT OF WAY EXISTING EDGE OF PAVEMENT PROPOSED CURB OLD ORCHARD ROAD ROADWA Y CONNEC77ON ENLARGEMENT N. TS OR IN AREAS LIKELY TO CAUSE HIGH TURBIDITY RUN t#F DURING STORM MTS. ALL ET0'OSED SOILS SHALL BE REVEGETATED iN A TIMELY MANNER TO FURTHER REDUCE POTENTIAL EFFECTS SHALL Bk 51AUtUaD WiIH 5181 UUNIAININU A MIFIUKG j OF 50% KENTUCKY BLUEGRASS, 25X CREEPING RED FESCUE AND 25% PERNNIAL RYEGRASS. SOD SMALL BE CUT IN UNIFORM WIDTH STRIPS OF LIVE GRASS. Z FOR SWAiE SLOPES EXCEEDING 8% JUTE MESH SHALL BE UTILIZED TO STABILIZE THE SWALE BASE. GRASS SWALE \.'\..,Ll+r`J•.:r\.hl..'..1...\..+...'.,/.!,..h..r._n_n.,n_A.n..A._n.A✓.....t_/..l...M1..nJ✓,l.Al•✓..'..00\..1.�ti.A..r.......1•� BUElIAARG71Gi0.tAf - CAt 01 A RROGREA5D WAW r0O A MAP (pp qyT ygge by 3dut Mayr GcnssttF+9 LNf✓rlffR OR M xws.a,..r •p..cnd wwrw G4 A 14C ,1FO LAND 511,1'100111 A 001AnM Of SYCWV 72'W a' W NZW YOW £PUCARp'V LAW, r' +.I++ •+ � � EYCEPr ASP£R$'GRav 7709 518-A'MS'CW?. .' is.a`w.ra 9'�"Ma»p.Xo-uMaeriwv Y O v �L,Lw Z '�rmna0 Z J CO LL-YZV reW Lt.! � S 1 � N Q J ' / l w f e � ee / LAIN rB77 trx0� \ GYINTHROP DRI VE �s� ---- a_ ��� : r� ,"_ EXISTING If WATER MSN �- - ------ @----____. \ f ;------------------- 1 / B• CAS t/A - -------�-__ /ww `, .� � . >�\ ` APPROXrvATErawrnav 1 1 IN PER LaY^ + i � in � � � www S e EO P[A2S ,J ;' _`° `-� / J i I , EZI_ . ��,� BERKLEY LANE iy�/ J J ( EZIj �$T i !LRT i w�._a_ t / / w� AW6,rNAT£ tOGAAv i 9 \\ 8` H'AR'P tlAlN P �� 1� tj e �� /l -� - - , WIERCO. xA t t 1 1 � � ��„ � - C ti ��e eRrryy ar�Aatat t L- to Y' // t4 ,LAW ` 1 + v REMOVE EXISTING CAP AND J*A CONNECT TO EXISTING WATER MAINtivrsraYE wAuaYRY gA51WRY CI £-11 E(EG Bar OENERATAP 9r£O \\ FOUNOA '„O JY;RY T 24 LF. 15" ST. TOP 251.!3 (POW R£PASR} GASREMOSFRNCETING r sraer' r �T \ c• , EXISTING STRUCTURES cr>a° V 38 LF. 75" ST.X 0 1.60% MV. 247.50 M) 7 FRAVCARAtY' h �...------•� Mtx \\\ 1 TO BE REMOVED (SEE txRr ( O 385% t , INK 247.50 #W1) AGS E I00A cis sERa EbsiitiG STRUCTURE To BE l c e c 2vsAs RW�y NOTE 27) s j¢ 2 t 1 I CI E-12 14 2 t j t c c T- ° 14-2 J ) REMOVED (SEE NOTE 27) n �� T«m%A ®A1A Bob i4 2 P4- TOP 257:43 T � � T SDE s' x e• x 6° TEE ` } 4 ` . bFauGErl T t { CI £-9 MH £-tO INV. 247.88 (OUT) 0 0.1 TOP 235.00 AND X GATE VALVE ! AtiA 4 i�O.F TOP 233.00 }{YD t)' • R2r xa x6' VELE ANO }0.15_.. V. 229.75TOP 249.98 Pr D. CI C-14 1PIY. 23L20 ( 24 Lf. 15" ST, f PROVIDE CAP T ` 'GATE vALv>= CI f- t„r 2 227.85 �W 5. s INK 248.00 (IN -� TOP. y ,OQ INK 231.20 {W ZOOK W/ THRUST BLOCK ,� T MV. 24451 W . _ -.... _ o !' `' }. lNY..231;,68 W I�A/ND�S/ /TP/.�BE/���fDyIC�AIfD/�/}// 1 t R (D P)\ R+v 2z9.o6 IS ST. 0 5.251 a H� i _ ® _ _ R �"Au TO FIXE FlLL/fVG Vl R!L BRifS?i / _ �- t5•• s• WATER (Dip)WATER Pr' aP s WAhF DTP 14-2 t 1 ST ft'R PARR' PURPOSE a 1�1. t ,--- b - 2t Lf. tt SAN. % 0.3,`x, ; `-PRav7oE'ti`-xe' ' i 2.ZJ ACRES r < (f TOHP 2E2 -B oS \ �� _ - ; neo tf: s savv. o s:sez - - rs f T TOP sa8' oD _ ___ INV. 224.75 (M) (( MK 22320 IN) SMH A-9 PROVIDE 8' X 8' x 8 TE41-T _ _ 6 axNPcecN 0. t6g= MY. 224.75 (OUT) n r j' 14- f l OCS A-1 \ < ,r TDP off Q J � TOP 23396 a.t5., s1 - - - -_-- _ _ a ' J / TNK 223.10 �a) ;6. � L1 TOP 248.ao � \� f ? sMH 6 faux T[ �,,, sMH � t / E sMH B-2 TOP 206.00 i o HIDE SMH A-8 INV. 236.70 {WT} - INY. 46. {WT} + .'�' INV. 22768 1N) , .2" '� „r 42 LF, 15' ST. 0 1.79% E ; OR(SP MANHtX£} e { - r r ! ! z4:ir M) 9/g t A9xAcr 22 (jou�j r % //TDPiFiai) TOP 19a7ax� e INNV. 20GO.SCOO {301} ""��� MH E-7 D .,, . 133 LF. 8" SANTop ( ( l : 3 / \ J`"�' MH C-11 J I SMH B-4 H�, u,wwoF 1 TOP 22!:95 ar O 5.70% '�, TOP 229.00 / TOP 187.39 Ci £-3 / NAV. 224.71 #WT} 14- D 14-3 T 14- - l Miv 204.rn Ni) FNK 194.00 {IN) MK 163.00 IN f / �' 1 INV. 199.00OUTj _ INV. 167.30 (WT) INY. 176.99 A 209:50 ( INV. 218.70 OU I MH A-7 i �s'�r 4'sa9�„ �.,. t INV. 224.00 OU i- iii R 2 3 27 LF. t5' ST. INY.. 217.25 �WT} \ _ _ O 3.81%. ENV. 206.08 (IN). 1 1 ORO' MANHOLE Pam -'- % ��^7 �% PROPOSED STREET 6 MY. 2C0.08 W , , TCW -� - ``• \ I f SrA+siratA' , ,.f ! / I LIGHT (TYP.) ,50 14-2 9 ! INC 23713 M a WASE- aP 1 l + 136 LF. ` ST 4 3 V } \ 2t 1.oi Y" 8 ( ) 1 ee` i, t/fie 1 14-j 55 Lf. t5 ST. \ ' l tt129284 - _ ` �` - EXISTING STRUCTURE 70 BE Y Y. ZO ty1N} ti Tt A=A ' k 200% 14-18 ( ) T ( / T \ hr REMOVED (SEE NOTE 27) t°Un „ 1 TDP 213.27 t � �• 4w„ r, c � MH C-8 a e _2 ` i a ' tG(ES\, t s' w{1ER (>»P) t t 185 LF. B' SA i STING STRUCTURES 1 - _ _ _ t T - - �� �� /0 f m 20810 * 209.1 1 / b 0.40% TD BE REMOVED SEE ( \ / it _ i o i 1 _ j n ��� l > Nv. z07,7s TEs e14-14-3 j( I�O"RIY, 207.76 S) ___ , INV. 200,00 ( .6NOTE 27) / PROVIDE 8' X C X 6" TEE +A GATE44 LF, ����}45 LF. fl" ST. 02�% ;t tR CARALY \ �,-.�,,,.,..--,,,,:•o �, AN8' GATE YAtVE $`sAN CaRJ � '�✓ y � X 6' SAN 0 000% d �. M - , -. ----- rN ctavc CI C-10 \\\ �i `7* PROVIDE CAP _ { TOP 217.30 ! rr0 W/ THRUST 8L� - g Y10505.1 .15! ars Pas9 B a � ., 14-3 ..--- 3 i 14-3 1 14-3 T 14- MV. 21366 M \, -`' ` PIP£ ANCHOR S� INK 20520 (IN l INV. 20520 (WT \ e SMT g a C1 Ci -5-1 FUet , �Atr r T T PROVIDE 8" X 8, X t T T TNK 158 (06T �` 1 1 f.F)ETA9 j SMH B_5-1 f \ en__ SMH B-1 .i /"•- '� ® YA(1iF' BOX TOP 171.00 I70STMG CAST TION sr. Fpsdaec PROPOSED STREET o BlRB BNTx 24 Lf. 15' SF 4 rte' 1 2068 \ x *^� t$i8' TEE i {i MY. 213.75 0. TOP 22350 e � •aA-•�.. ' 1 � RNV. 21255 {W �. Y &92 p SANiil4RY SEWER MAIN 4 ANO B GATEc } Y TAucET r LIGHT (EYP.) N_qj= INV 18819 R1 e 7l1 T 2 O) b 4.16% 43 L.F. 8' IIP SAN 02000%- ., s^ 72 LF. 8' SAN. rr ( i 3 04, ar v iw W _ ( _ _ s , _ _ HYO _ _ _ MV.21892 Wi) _ 10 LF. 1 " 21ix \16819 (WO0.70` \6• ,1t_- MHC 7 r1 T HOUSE M SEE JOHN M GKMSULT. GS w�. *OS- i AND OS TT£D _S a SMH A-3 s WATER (DIP) A OP / - 11 LF. 15 iWV, 2150 IN) ' �- 0 G PSE DR 24 LF. TOP 210.25 - - s 252 iFr9-�S 79 3i - DOWNSIREN NAGEfiMPRO EN75 BT,ti 24 F7 MV. 205.49 IN} WQS i". _ - - 296' .O$. - 14^ (( / . • \ / . 0.R-. �. ST. O 217% MV. 53 ( } _ psay MY. 20549 W TDP 21LB5 _ _ -._ p i _ M Y(u ((Jp p�}� 1 � �� � _ �.r- C= "'"' 'W �K� pgSi1NG 8 SANITARY SEWER MAIN Ex 9rx r t !A Amq NV. 207.2 - TaQ7cn90 c 20 Lf. NH' J¢ -J - $ i J"_•'' S 4 S ' i ', 1 - °.� s SMH B-5 1. \ TOP 211.�q vArX(� 1 /f TOP 11.09 SMH A-5 \ _ s OTA? TWOS i -1 j _______y SUBSURFACE STORMWATER A`v xx.w(Grrrl a INV. .9T IN) AN 0 0.40% TOP 213.19 MH E-4 \ .. i CI E-5-2 " _- j SMH B-5-2 _ / /J-""---... TOP 218.20 LF. 8" INK 206.33 (IN) MANAGEMENT FACILITY TOP 244.80 � �'�- --''" / .TOP 213.27 ,ST. 0 24Q% 12 LF. t5' , 1 ---�- t T 70P 225.20 I MV. 21111 N V. 199.18 (WT} 3 600 Lf. 5 DIAMETER tvu. za 2z(rxJ INV. 2 .97 94 / INK 206.34 M TOP 21260 - o ((( MH £-3 MY. 20834 W i t FAU T a 1 INK 209.73 1 14- ST 0 2 t� + HIGH DENSITY POLYETHB.YNE 1 � � .� MV 248.14 (IN) _ NYD INV. 222W {OUT} gi 190 Lf. T8" . 0:94X TBP 211.65 � INV. 23880 (WT) iMV. 215.03 S � 1.. TttiV. 21220 �-'� _l\-... DRAINAGE PIPE 0 000% MV. 20805 (WT} ,j INVERT flit = 1625D CONNECT TOIESHAPI G 5 '' - MV. 207.87 ((N} / 17 LF 15' ST 0 200% INV. 207.38 {AVIS) < MH E-5 14-1 ! 14-1 I 1 14-11 t 14-1 1~ 1 T t CF C-9 ACCESS H pg { ,.•� MV. 207.18 ({WTy 14-9 t 14- 1 >4- TDP 21zoD t4-6 INVERT IN OTE t t ,a' DMH D-2 7 W�.J a TOP 21569 i y t TOP 20815 MY. 207.18 j¢_j 14-14 RIK 2n 44 rN T T t j! ro I TNv209,50 N) TYPE,} • \ r MV 20190 N 1NK 21244 iN� Ct E-5-1 SMH A-6-1 SMH A-6-2 ( 11INV:8 LF. 15' ST. O t.OQX 7 j MH -3 f J� 2 .3O , ) ~ t 1NV. 211.44T(WT) 4- TOP A- ( TOP 225.20 TOP 2X;52 TOP 241.02 i ( r ` `. MH C� -"' j INV. 174.28 IN) s ice"` t 1NV. 201.90 OUT) DI D-2-2 tlq,. i 8. {NK 221X5 {N) INV. 224.32 1N) INV. 23235 (W'1) 1 1I N A 1 TOP 2D5.6O ry T INV. 2,278 M i _ TOP 211,7 MV. 20260 aT as } INV. 221.75 �WT)� I INV. 224.32 W I i IOP 21215 INK 21218 W t. r"('1 ~ -k�.. r 1 r TOP 199.92. INV. 163.96 (WT} INV. 204. ra Iw axa +awtn > MV. 20663 (MF} 1 ( 70 Lf. 18. 5L O t' a5 aauvcsur rx tu) ,� --s. --,a. ---. --. y r MY. 20663 {W 1NY. 195.07 (IN) 'iait(„83 FW1S tfNV. 1$4.65CI TOP 23200 y � ---: t OCM C-2 _ a �'r �`. �� `1F 1 INV. 229.00 1 PROPOSED GRASS SWALE CIC 2-4 ., , 1.h.n..� TOP 170.2 •.) _ " `."r 1 d 1 i 1 1 t ) l TO179.0 �� �. � ,i rt `f, MY, 16250 ( 1 `j( t Ci F-2 ..� r tNY t?3 (157 w / �l}� r INV. 163511 (Wt7R)ti� i 1 �� t f i } �..1 `--T i t �'rRiK229.50 •..`�_•�. �--~ L,r cave INV, 16250 (15•) t jj ca✓c y i cn 2 75 15 T O 15.0% w A w LF. 75 BaPRpra/AEPo�tLYoi62D5 {t5` OUTLET 370E OF WEIR) ``� n,,. 1./a. .A.✓�i r FD aAT€S ZR aW.I. . tk '�`STtil1�3T"T:f1,SalN'I 1 1 ( �� ( T r 1 `-y,�-' I it 81 L / 1 / RONDE tXYidCR£TE a i + EX. Ct 41 \jar/�, / / f ENCASEMETIT OF t t t c i 1 + TOP 22260 22 Lf. 12"ST. .4230X ��,Q� �w� /�� EfOSDNGSANTARY INV 220.80 IN - tt `� V f / SEWiR (SEE DETAIL) - - _ INV. 220.60 �I� - i �/ / MH C-1 _ - _ _ _ TOP 164.29 8' W4,TR [a�Anav _-- -'- J'� J,// p/'� 8• N. t INV. 159:42 B`+'laR'R MAM.RER BiINYYI T ROAD ", r / CONSTRUCT MANHOLE rYAttR Ga aAPS six s i ` ` OVER EXISTING PIPE CONTRACTOR TO VERIFY ELEVATION OF EXISTING r-"' c t f 87 WATER MAIN AND RELOCATE. AS MAY BE RSEPARATION AS DEPICTED IN EWIRED 1 r9:7lO INV RCR tit (A isZ51siror?` ur c- `- _-- _-- - -- --- PROV[(RE 8 - �2 CONNECTION TO EXISTING v� NUMBER CONTRAC70R PERFORM ANY SUCH ta°�95 '-''--_---_` _ TAPPING SEEVE p$.Q TELEPHONE, ELECTRIC t f SUCH WORK IN ACCORDANCE VAiN THE REQUIREMENTS r93et s v .b `L- "� l ^ ° t AND CABLE TY SERVICE j WATER COMPANAND AS Y. BY THE NEW YORK -AMERICAN szrCONNECTION TO NGGAS SERN(E \ti�g� {}l t .. �n - Un17Y NOTES v 7. UNLESS OTHERWISE SPECIFIED, ALL PIPE FOR GRAVITY SANITARY SEWER LINES SHALL BE POLYVINYL CHLORIDE PIPE 14, WAVER MAIN PASSES UNDER BE R. IE MINIMUM OF ACCORDANCE (48 INCHES OF VERTICAL CLEARANCE R EXIS77NG SAN/TORY SERER SCHEDULE g SDR -35 (PVC) WITH RUBBER GASKET PUSH -ON ,X)9tTS. REWIRED. ALL WE MUS BE CARRTY OUT IN ENT OF HEALTH, THE REQUIREMENTS OF THE WATER WORKS AND THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. - STRUCT. RIM INVERT COMMENT I STRUCT. RIM INVERT COMMENT 2 UNLESS OTHERWISE SPEORM. ALL PIPE FOR STORM DRAIN LINES SHALL BE SMOOTH INTERIOR CORRUGATED SMH T 163.0 156.3 SMH 12 209.8 203.6 EXISDNG 8' WATER MAIN I& WATER PRESSURE AGE TESTS ON ALL NEW MAINS SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST J���,,...• 2.t Y POLYETHYLENE DRAINAGE PIPE (CPDD} AND SHALL CONFORM TO AASHTO DESIGNATION M-294. ttm rsN95 SMH 2 166.7 161 1 e HOUSE CONN. SMH 13 208.0 201.3 THE ADDITION DEVELOPERS ENGINEER 1800 AND CERTIFIED TO THE WESTCHESTER COUNTY DEPARTMENT Of HEALTH 8Y a 192.6 my SMH 3 176.3 169.21 ex strx rsza soup SMH 74 204.8 200.3 J. UNLESS OTHERWISE Sr'E(XFlffi, ALL PIPE FOR WATER LINES SHALL � CLASS 52 DUCTILE TION PIPE (AWA C-150 18. ALL CONNECTIONS TO EXISTING TOWN 02 COUNTY MANHOLES SHALL BE CARRIED (XJT IN ACCORDANCE 4 SMH 4 1BOX 171.95 SMH 62 20295 195.33 UT!!IT/ES PLAN LEGEN® AND C-151) WITH RUBBER GASKET PUSH -ON JOINTS, MEETING AWWA SPECIFICATION C -i11 AND CEMENT LINED & WITH REQUIREMENTS O' THE AGENCY HAYING JURHSDICTION THEREOF, F T V + aaa1 6.1 y SMH 5 183.8 17295 BITUMINOUS COATED AWWA C-104. FITTINGS SHALL BE DUCTILE IRON & PRESSURE RATED AT 350 PSI AWWA, C-it0 i t SMH 68 205.4 ( ) { ) + 1 1 t SMH 6 183.0 175.0 WITH MECHANICAL JOINTS (AWWA C-411) AND CEMENT UNED AND BITUMINOUS COATED (AWWA. C-104) 17. NO SANITARY SEWER VWTNN THE SUBDIVISION OR DEVELOPMENT SHALL BE ACTIVATED UNTIL AN 1 N t SMH 69 196.46 188.63 Ekf1LIRARON�jII33FILTRATION TEST IS MADE AND HAS MET REQUIREMENTS AND STANDARDS AS SET FORTH SMH 7 176.8 171.0 EXISTING MANHOLE 8Y THE VILLAC E ENGINEER. ALL PIPES MUST MEET AN INFILTRATION RATE OF ONE HUNDRED (400) �v rmrsa.3a 1 SAH 72 181.48 i74.fi F 921.0 Nvx t w { SMH 8 221.5 212.8 4. Ekgi DWELLING UNIT S+iAtt HAVE A SEPARATE WATER SERVICE UNE AND A SEPARATE SANITARY SEWER SERVICE 12236 INV S , t DI 45 786.3 787.8 4" PVC PROPOSED MANHOLE UNE. UNLESS OTHERWISE SPECIFIED, WATER SERVICE LINES SHALL BE TWO 2 INCH DIAMETER TYPE K COPPER GALLONS PER DAY jj��NNCH DIAMETER, OR ANY OTHER REQUIREMENTS SET FORTH BY MER THE t SMH 9 223.0 214.7 CI 46 24$1 245.9 12' CMP IN () WESTCHESiER CDU TYE6EPAR1MENT OF HEALTH, DIVISION OF ENIARONM84TAL QUALITY. OR THE t t SMH 10 248.4 243.4 IN ACCORDANCE WITH AWWA SPECIFICATION G-800. UNLESS OTHERWISE SPEgFlED, SANITARY SEWER SERVICE ONES WESnESTER COUNTY DEPARTMENT OF PUBLIC WORKS 243.4 12' RCP OUT Try G+ +t /� �*C / / [] EXISTING DRAINAGE INLET SHALL BE FOUR (4) INCH DIAMETER POLYVINYL CHLORIDE PIPE M ACCORDANCE WITH REQUIREMENTS SPECIFIED M NOTE p. SMH 11 209.2 204.5. C! a7 248.7 246.7 72' RCP OUT EXISd tNi? NORM TERATA SCHEDULE" 18 No BUILDING WNNEGTIONS SHALL 8E MADE W NEWLY CONSTRUCTED SEWERS WITHIN THE SUBDIVISION OR CR 48 234.5 SILTED STRUCT. RIM INVERT COMMENT STRUCT. RIM INVERT COMMENT t7 EXISTING FIRE HYDRANT 5. THE SANITARY SEWER SERVICE CONNECTIONS SHALL UTILIZE WYE OR TEE CONNECTIONS AS APPROVED BY THE ENGINEER. DEVELOPMENT UNTIL NEWLY CONSTUCiED SEWER HAS BEEN OFFICIALLY ACCEPTED AND APPROVED BY THE C1 30 160.5 156,4 24' RCP IN CI 49 2327 231.4 9' VAT VILLAGE ENGINEER OR THE COMMISSIONER OF PUBIC WORKS AND INFILTRATION AND EXFitTRATION TESM 157.2 21' RCP IN DMH 50 232.5 230.4 9" MT IN PROPOSED FIRE HYDRANT 6, THE INSTALLATION OF ALL SANITARY SEWER UNE AND WATER LINES, INCLUDING SERVICE UNES, SHALL COMPLY WITH THE HAVE BEEN APPROVED BY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. SANITARY SEWER LATERAL HOUSE CONNECTION LOT INV, 0 MAIN APPROXIMATE LOT INV. 0 MAIN APPROXIMATE 14' CYP INV. 0 HOUSE a 31 162.3 iNV. 0 HOUSE 14-1 O North Ridge St. 0 North Ridge St. 14-21 227.8 233.0- 14-2 O North Ridge St. O North Ridge St. 14-22 2339 240.0- 14-3 (NA) 186.3 (Ease) 14-23 246.1 253.0 14-4 (NA) 186.3 (Ease) 14-24 238.3 243.0- 14-5 O Betsy Brown 0 Betsy Brown 14-25 2281 230.0- 14-6 2IZ2 217.5- 14-26 223.4 2285 14-7 216.5 228:5- 14-27 2226 223.0 14-8 229.4 233.0• 14-28 217.4 223.0 (Ease) 14-9 240.2 245.0 14-29 217.4 223.0' (Ease) 14-10 229.2 230.0' 14-30 225.0 2420• I'll 225.2 231.0 14-31 236.4 244.0* 14-12 219.5 225.0 14-32 234.5 238.0* 14-13 243.3 221.5 14-33 226.0 228.0- 14-14 20870 213.0 14-34 219.5 221.0- 14--15 206.04 208.0 14-35 214.4 217.0- 14-16 205.50 205.0 14-36 228.4 231.0- 14-17 205.97 209.0 14-37 236.4 246.0 14-18 21252 219.5 14-38 246.1 253.0 14-19 217.9 225.5 14-39 237.7 2450 14-20 222.7 223.5- 14-40 226.6 236.0- • a4afl w SfRt x of 59 ' 8ASi'WW SERWC€ 204.2 12' RCP IN 156.3 21 RCP OUT 230.0 9' VIT OUT 14' CYP REQUIREMENTS OF THE VILLAGE OF RYE BROOK AND THE WESTCHESTER COUNTY HEALTH DEPARTMENT. a 31 162.3 159.1 24' RCP N DI 51 2321 230.3 EXISTING STORM LINE & SIZE 19. ALL MANHOLES {TREATER THAN TEN (10) FEET IN DEPTH SHALL BE CONSTRUCTED WIN FIVE (5) FOOT INSIDE 158.4 24' RCP OUT DI 52 231.9 230.1 18" RCP 7. THE SITE CONTRACTOR WILL BE REQUIRED TO OG HOLES OVER EXISTING UTILITY CROSSINGS TO DETERMINE THE EXACT DIAMETER MANHOLES CI 32 164.2 160.0 161.0 24" RCP 12' CMP IN DI 53 232.0 229.4 9' NT IN PROPOSED STORM LINE & SIZE ELEVATIONS AND LOCATIONS OF EXISTING PIPES. AFTER OBTAINING THIS INFORMATION, THE 573E CONTRACTOR SHALL SUPPLY 2O, ALL SEWER LATERALS SHALL SLOPE AT 1/4 MCH OOT FROM SEWER MAIN TO PROPERTY UNE. 1620 8" VIT M DMH 54 224.9 2286 222.9 9" VIT OUT V VIT IN '^ 01"^' ® PROPOSED V DEEP CURTAIN DRAIN THE INFORMATION IMMEDIATELY TO THE SITE ENGINEER FOR REVIEW. 21. ALL SEWER LATERAL$ SHAD. BE 4" WRA HEAVY CAST IRON PIPE DMH 33 173.7 167.9 24" RCP IN 222.8 HAS BAFFLE B' PW 8. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF THE SANITARY SEWER LINES FROM THE MAINS M THE STREETS 170.3 12' CMP IN DI 55 2226 221.4 9' VAT IN EXISTING SANITARY SEWER LINE & SIZE TO TWO (2) FEET BEYOND THE LOT LINES BEFORE PAVEMENT CONSTRUCTION. THE BUILDING CONTRACTOR SHALL BE RESPON5191£ 22. SEE DETAIL�12 FOR VERTICAL SEPARATION REQUIREMENTS AT SANITARY SEWER CIROSSINGS. 167.7 24' RCP OUT 220.8 6' VIT OUT 8" PVC FOR THE INSTALLATION OF THE SANITARY SEWER SERVICE ONES FROM THE PROPERTY UNE >b THE BUILDING. SEE DETAIL /27 FOR HORIZONTAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS. CA 34 173.2 DMH 35 178.5 171.5 17ZI 12" CMP 30" RCP IN DI 56 225.9 224.0 6' PIPE OUT PROPOSED SANITARY SEWER LINE & SIZE 23. DISINFECTION AND OR ECTI OGI&I. TESTING STALL BE PERFORMED M ACCORDANCE PATH AWWA STANDARD 175.1 12" CMP IN Ol 57 229.9 7285 6' PIPE OUT 6 EXISTING GAS UNE 9. THE S7E CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF WATER SERVICE LINES FROM THE MOMS M THE 1-92EX C651-92 EXCEPT FOR SECTION 51. 170.2 24' RCP OUT D1 58 207.3 204.6 15' RCP STREETS TO THE PROPERTY LINES OF THE CURB S7DPS THE tXR6 STOP SHALL � LOCATED M Ci 36 177.5 175.2 12' CMP 205.1 O ?2' RCP OUT EXISTING WAVER UNE ACCORDANCE WITH THE STANDARDS OF THE VILLAGE OF RYE BRQOK. THE 8Ui1DIiG CONTRACTOR SHALL 1 RESPONSIBLE FOR OF THEINSTALLATIONLAGOFRYE 24. ADEQUATE WATER PREa"ST1RE & CAPACITY IS AVAILABLE TO SERVE THE PROPOSED DEVE.OPEMENT ACCORDING A of 59 207.3 204.2 12' RCP IN W THE INSTALLATION OF THE WATER SERVICE LINES FROM THE CURB STOP >D tt� BUILDING. NEW YORK -AMERICAN WATER COMPANY RECORDS CI 37 181.5 373,0 3D' CMP IN 203.7 12" RCF OUT - 1729 30' RCP OUT 01 60 2086 206.5 15" RCP OUT PROPOSED WATER LINE 70. DRY WELLS WILL FRONDED FOR ALL LOTS EXCLUDING LOTS 74 74, 14 15, 14-16, 14 17 AND 14 18 TO INFILTRATE RUNOFF 25. PROPOSED WATER AND SEWER MAINS SHALL NOT BE FLIT INTO SERVICE UNTIL THE RESULTS OF THE EIQI 'n10NJRNFiL7RARON AND BACTERIOLOGICAL TESTS HAVE BEEN HAVE BEEN ISStLED AND CERTIFICATES OF CR 38 187.7 DMH 39 116.6 174.2 1721 30" RCP OUT 18' RCP DI 6t 237.7 224.6 4" 417. IN (W/BAFT'L£) # PROPOSED GATE VALVE FROM PROPOSED RODE STRUCTURES. CDNSTRUCTiM COMPLIANCE HAVE BEEN SUBMITTED TO THE WESTCHESIER COUNTY DEPARTMENT OF HEALTH. CI 40 2222 218.9 12' RCP 1N Dt 63 ?95.92 193.40 194,2± /2' RCF 12" 417 ti. A GEOTECHNICAL ENGINEER SHALT. BE RETAINED BY THE OWNER TO ANALYZE SOL CONDITIONS FOR LOTS 14-3, 14-4, 14-5 26. SALE NOM NO SALE OF ANY LOTS WILL SAKE R SUCH TIME AS THE EXISTING STRUCTURES AND 218.7 6" CMP IN 1926 SUMP :>' PROPOSED STREET LIGHT AND 94-6 TO PROVIDE RECOMMRENDATIONS ON MSTA[UTION OF SUBSURFACE STORMtWATEi MANA(;EkIFNT SYSTEM. A BEN EMO THBR UTIUTES AND SERVICE CONNECTIONS HAVE BEEN REMOVED. 218.8 12" RCP OUT GEOTECHNICAL ENGINEER SHAD. ALSO INSPECT INSTALLATION AND CONSTRUCTION OF STO?MWATER MANAGEMENT SYSTEM AND Cl 41 222.6 221.0 6" CMP IN. DI 64 199.39 196.34 iNV. E STABILIZATION OF PROPOSED SLOPES ON THESE LOTS. 27, PROVIDE SANITARY SEWER VENT ON SANITARY SERVICE LME FOR ALL HOMES WITH FINISHED FLOOR ELEVATIONS 221.7 4" NT IN 196.28 196.24 RNV. NE INV. W LATERAL SEWER CONNECTION 12 ALL WATER MAIN INSTALLATION SHALL BE CARRIED OUT IN ACCORDANCE WITH THE REQUIREMENTS OF THE WATER LOWER THAN THE RIM ELEVATION OF TRE RECEIVING SEWER MANHOLE IN ACCORDANCE WITH THE REQUIRE7.01S 220.6 12" RCP OUT IN 67 195.95 993.6 INV. DEPARTMENT HAVING JURISDICTION AND IN ACCORDANCE WITH THE REWNREMENTS AND SPECIFICATIONS QU THE VILLAGE OF RYE BROOK DI 42 217.4 215.8 9" VIT 1926 SUMP WATER SERVICE CONNECTION AS SET FORTH BY THE SUPFRMTENDANT OF THE WATER WORKS, 27, EACH DWELLING SHALL BE PROVIDED " A FOUPIDATN WALL, SLAB AND FOOTING UNDERDRAM SYSTEM DI 43 216.4 214.7 9' VIT DR 68 195.36 193.4± INV. 11 THE MINIMUM COVER FOR WATER MANS SHALL BE FOUR FEEL ZERO MOVIES (4'-0') OR AS DIRECTED CONNECTED TO A FREE DISCHARGING UN -SURCHARGED GRAVITT QUIET WHERE GRADS PERMIT, OR TO A DI 44 188.5 186.8 6" FVC 192.1 SUMP -C/G/E/F/CATV- PROPOSED GAS, ELECTRIC, TELEPHONE & TRENCH BY THE SUPERINTENDANT OF THE WATER DEPARTMENT TO MEET FIELD CONQiT1ON& SUMP PUMP SYSTEM, AS APPROVED BY THE VILLAGE OF RYE BROOK ENGINEER 187.5 4" PYC DI 70 196.34 19244 INV. N,E,W 11NAYNOR12EO Al TR.4 AV m AO VOV rO A VAP C OPYMT9) 1998 6y Jon Me, C owltl, 186.1 6" PVC 192.39 INV. S r� ~ BEARiNO W ZAI OF A PWFES2aW ENONEER cw Oi 71 982.5 779.4 INY. € } 1 �`"'�% PROPOSED LIGHTING INTENSITIES (FOOTCANDLES) OR A [K'ENST'O GANO S W)YA4 r5 A 41d WV of 1790 INY. N FZCfOVATLY f AS Pf �Gnr v£� AV 9/W 2.w, t MAINTENANCE_' F OGRAM 1. THE STE SUPERINTENDENT. OR HIS/HER REPRESENTATIVE, MALL MAKE A VISUAL INSPECTION OF ALL SEDIMENT AND EROSION CONTROLS AND NEWLY STABILIZED AREAS (Le. SEEDED AND MULCHED AND/OR SODDED AREAS) ON A DAILY BASS: ESPECIALLY AFTER A HEAVY RAINFALL EVENT INSURE THAT ALL CONTROLS ARE MAINTAINED AND PROPERLY FUNCTIONING. ANY DAMAGED CONTROLS SHALL BE REPAIRED PRIOR TO THE END OF 1HE WORKDAY INC.UONG RE -SEEDING AND MULCHING IF NECCESSARY. 2. ALL SEDIMENT TRAPPING DEVICES SHALL BE CLEANED OUT AT 569 TRAP CAPACITY AND SEDIMENT SHALL BE DISPOSED OF BY SPREADING ON STE OR HAULING AWAY IF NOT SUITABLE FOR Flil t 1. CGNS UCT PORARY CONDTRUCTION ENTRANCES AS SHOWN ON SP 4 'SEDIM T AND EROSION CONTROL PIAN'. 2 CLEAR AND GRUB THE AREAS NECESSARY FOR INSTALLATION OF SILT FENCE AND OTHER SEDIMENT AND CONTROL DEVICES. 3. INSTALL SILT FENCE AND OTHER SEDIMENT CONTROL DEVICES PRIOR TO ANY ADDITIONAL SITE DISTURBANCE. 4. GEAR AND GRUB THE REMAINDER OF THE SITE AND STOCKPILE TOPSOIL IN AREAS AS DELINEATED ON SP -4 *SEDIMENT AND EROSION CONTROL PLAN`. INSTALL SILT FENCE AROUND THE ENTIRE PERIMITER OF THE TOPSOIL STOCKPILE. 5, GRADE THE REMAINDER OF THE STE UP TO SUBGRADE SURFACE. GRADE IN LIMITED AREAS ONLY AT ANY GIVEN TIME. FELL SLOPE SURFACES PALL BE LEFT IN ROUGHENED CONDITION TO REDUCE EROSION OF THE SLOPE 6. CONCURRENTLY, INSTALL STORM DRAINAGE SYSTEM (INLETS, MANHOLES, AND PiPES) AND INLET PROTECTION, 7. INSTALL OTHER SITE UTN1Tim 8. INSTALL CONCRETE CURB AND PAVEMENT SUBBASE COURSE AS SOON AS FINAL SUBG'RADES ARE ESTABLISHED AND UNDERGROUND UTILITY INSTALLATION PERMITS. 9. DISTURBED AREAS *10 ARE NOT TO BE PAVED SHALL BE SEEDED AND LANDSCAPED AS SOON AS PRACTICA. AFTER FINAL GRADES ARE ESTABLISHED.. /0. AFTER STE GONMCnON OPERATIONS HAVE BEEN COMPtE10 AND ALL DISTURBED AREAS HAVE BEEN STABILIZED, SEDIMENT AND EROSION CONTROLS SHALL REMOVED AND THE ADJACENT GROUND PERMANENTLY STABILIZED WITH VEGETATION. STABIL! A- 82Y FR. Temporary Stabg¢ation: Topsoil stock plies and disturbed portions of the site where construction activity temporarily ceases for at least 21 days wit be stabilized with temporary seed and mulch no later than 14 days from the last construction activity in that area AM egress seed mixtures and application rates shall comply with Village of Rye Brook requlerments. Areas of the site which are to be paved will be temporwHY stabilized by applying stare cub -base until bituminous pavement can be applied. Z*A=1&117T11 ItGr� Disturbed portions of the site where construction activities permanently cease shall be stabilized with permanent seed no later than 14 days after the last construction activity. All grew seed mixtures and application rates sail comply wrth Village of Rye Brook requirements. STRUCTURAL PRACTICES Proposed methods include silt fences, haybole fiters, temporary drainage swates, tenporay sediment trope, inlet protection, anti-traking pods, diveersfon dikes, rip -rap velocity dissipation aprons and temporary Interceptor boors. Refer to the Sol Erosion & Sediment Control Pion and Construction Detals sheets for the location and construction requirements of the proposed structural practios.t. TIMING dE CONTROLVA EASlJRES As indicated in the Sequence of Construction, the stabilized construction entrances and other sediment and erosion controls will be constructed prior to earthwork activities on any part of the site. Arens where construction activity tempororly ceases far at least 21 days wig be stabilized with a temporary seed and mulch within 14 days of the lost disturbonce. Once construction activity ceases permanently in an area that area will be stabilized with permanent seed and mulct. After the entire site Is stoblized, accumulated sediments will be removed from the sediment and erosion control structures and the control wit be removed, PEAK FLOW A LWAVAT10N & WATER QUALITY Stomrwater runoff from the site all be directed to a system of of catch basins and p'gnes that wit convey the runoff to various stamwoter management focirdles. Stormwater runoff from the project will discharge at two iocotwns on site: western portion of Site: Stormwater will discharge Into the Welland Mitigation Area and discharge undetained arta the Inpraved downstream drainage system (see drmslrgs OS -1 & OS -2 tMed 'ON-SRe Drainage Improvanent Pian far proposed downstream - Eastern portion of Site:. Stomwater will discharge into the proposed subsurface stormwater management system fixated at the intersection of Nath Ridge Street & Betsy Brown Road prior to entering the existing downstream drainage system in Betsy Brown Rood. The proposed As plan Includes stamwater management facilities to mftWe potential hydrologic wool water quality impacts The fist flush (then/2') of stormwater runoff from the western portion of the site all be collected in the proposed wetlands mitigation area which wit enhance water quality by means of extended detention. The wationds mitigation area wit bypass all other flaws undeterred into the improved downstream storm drainage system.. This system ultimately eischorges into the Blind Brook M addition, on of -grit separator will be provided prior to the discharge pointinto the wetlands mitigotion cera for additional polubmt removal by means of sediment setting and entrapment of oil. An og-grit sepootor is deo provided at the eastern potion of the site to slow setting of sediment and entrapment of all. Peak discharges into the Blind Brald will be Hmmeaeurdlhly increased following the proposed site development, C9©S10N ANQ SEDIMENT :CONTROL INSFWA ANS? MAINTENANCE PRAC.' 1. The following are lingtection and maintenance practices that wIN be used to maintain erosion and sediment controls. The alt -grit separators will require periodic manterhance which will be perfa led as part of the overall site maintenance progrom by the Wage of Rye Brook once dedkattau of the system is accepted by the. Mage. Sediment wil be periodically removed from the bosin whereas both sediment arab of will be periodically removed from thegrit sWombors. 2. At measures will be maintained in goad working oder. If a repair is necessary, it ail be initiated within 24 hours of "Port 3. Built-up sedmrant will be removed from at fence when it has reached ane -third the height of the fake. 4. Silt fence wiz be inspected for depth of sediment, tears, to see if the fabdc is securely attached to the fence posts, and to see that the fence posts are firmly in the ground. 5. Temporary and permanent seeding and planting will be inspected for bee spots, washouts, and healthy growth. 6. Where porton of the construction area have been finally stabilized, inspection of such patfaa ail be conducted at least once every month until the entire site is finally stabilized.. 7. Were discharge location ore acaessble, they wig be inspected Immediately following any storm event to ascertain whether erosion control measures ore effective in .preventing alef kart Impact to receiving writers. 8. A mointenance limpection report will be made after each inspection. SU-IVRTJNG PLANS & ANAL T. 'Stwnwwrter Management Repot' doted 9/25/98. 2. 'Off -Ste Stamwriter Management Repot' doted 3/5/97. \ SEDIMENT & EROSION CONTROL PLAN LEGEND 4- \ `1 a 1. AN sediment end erosion control measures shall be Instated and maintained in accordance with the plans. 2. Silt Fence shall be installed as shown on this drawing prior to *inning any Bearing and grubbing or earthwork, 3. Exposed slopes and dl graded areas shall be seeded with the following grass mix immediately upon completwn of its construction at a rote of 6 pounds per 1000 of in the following proportions: Kentucky Bluegrass 40 X Creeping Red Fescue 40 % Perennial Ryegross 2D X 4. Grass seed mod may be applied by either mechanical or hydroseeding methods. Hydroseeding shot be preformed In ono limce with the current edition of the N.Y.SD.O.T. Standard Specification, Construction and Materials, section 610-3.02. method number 1. 5. Seeded areas shag be mulched, with show ata rate of 2 tens per ane (90 tbs. per 1.000 &f.) won that R forms a continuous blanket. 6. Sediment and Erosion Control Measures shag be Inspected and maintained an a logy, basis by Contractor. SILT FENCE BALED FILTER STABILIZED CONSTRUCTION ENTRANCE 7. Oust shall be controlled. by Winkling or other approved methods as necessary, or as directed by the Contractor. & Out and FTgs shall not endanger odj*ing Properties, mor divert water onto the property of others 9. All fits shall be compacted to provide stability of material and to prevent settlement 10. Excavations and fills shall be talked, sealed and stablized at completion of seam construction .day. 11. The Contractor shall inspect downstream conditions for evidence of "&rientation on a weedy bass and after roahatorms. 12 As warranted. by field condition sperdd additional sedimentation and ere" control measures as specified by the Site Engineer and/or Voltage Engineer dhdt be installed by the contractor. 13. Stockpiling of construction material shallbe placed On -Site in the area designated, Stockpiled excavated material shall have at fence installed around the perimeter. Ali stockpiled material ¢hail be maintained In an orderly manner en as not to i npede on existing traffic circulation antes. UNAUIHORM A[T€RAPLN 64 A1NFWV 77 A MAP COP1YRIGHT0 1996 by John Meyw 0-04 6TARWC IHC SAL Of A PRA`CSSIWAL MONeM OR OR A LK£NSO LANG 5URWWR IS A rGO 4 MV OF ` . FCWV 7" CY Zid ATW nW 1040ALW IAIY. FXaPf AS A -R SSCWV 7AV,, 5W-LNN110h'1. yr nor ".am�,rvr`r^�«rex.w. c.wwwr,.r. I s h 4 ca W P c3 Y J o to wW Ww QWQ0 Li.. c Z J i&1 0 b } mY Of �pv a� d J IY S e e P • x z a_ __J C> Q N O Q M) z Z C> () Wo M W C> ZX LLJ tL R 0 -k3 p �l i_ cr_ NJ La.d W M cr_ W V) RA JM - ue4 - 7/2/98 86124 SITE nuwvcna- SP--4 l t , TWENTY—TWO ADDMONAL SCREEN PLANTINGS I i TO BE PROVIDED TO SUPPLEMENT EXISTING t I VEGETATION. SUCH PLANTINGS SHALL BE a 1 \\ EXISTING VEGETATION ALONG PINE CONIFERS (NORWAY SPRUCE, WHITE ` NORTH RIDGE STREET TO 13E GUT 1 Q i Jv769sq.rt. / ~ 0.44 acres PINES AND DOUGLAS FiR). 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FORTY ADDITIONAL 6'-8' CONIFERS (NORWAY SPRUCE, WHITE PINES, AND DOUGLAS FIR) TO BE PLANTED ALONG PROPERTY BOUNDARY PRIOR TO RECEIPT OF �— CERTIFICATES OF OCCUPANCY ON LOTS 12 THROUGH 16. I 1 1 t l 1 —4 :1 / / / / caw / - PROVIDE JUTE MESH PRIOR TO SEEDING SLOPE INSTALLED / /rjjj • '�„i,! .%.. p -s t S t R- IN ACCORDANCE WITH NYSWT STANDARD SPECIFICATIONS SECTION / JJJJJIJ/ �r/f /r/ fC tAtl/l .....,J_., 11 Law 1 ON LOTS 14-4 AND612-3.02 TO RE :OPE 14-5 � N/F f11tpoml t t J 'S's r / l / N/£ SIFPANIAN 1 f LC - \ f DES/GNA77LW SHADE TREES 29 Ar Ary nob m/ 849 5' a. DEAD OR UNHEALTHY VEGETATION SHALL BE REMOVED AND REPLACED WITH EVERGREEN TREES AT LEAST TEN (10) FEE! HIGH; AS APPROVED BY THE VILLAGrS PLANNING CONSULTANT. Z Q _ Red I/g4e 20 ri' aw= b wogs/ 8&8 5' cd. Red 04* 10 0,z fAwm pwbsw bw 5' cat d PIs 0* 14 zs zm&ow serrata a em ibse/ 8<48 5' Ind &ow Vase za kow 10 As Acro ssd4wm B&8 5'cw: &W A*k 1 —4 :1 / / / / caw / - PROVIDE JUTE MESH PRIOR TO SEEDING SLOPE INSTALLED / /rjjj • '�„i,! .%.. p -s t S t R- IN ACCORDANCE WITH NYSWT STANDARD SPECIFICATIONS SECTION / JJJJJIJ/ �r/f /r/ fC tAtl/l .....,J_., 11 Law 1 ON LOTS 14-4 AND612-3.02 TO RE :OPE 14-5 � N/F f11tpoml t t J 'S's r / l / N/£ SIFPANIAN 1 f LC - \ f W DOSING F DECIDUOUS VIS TO EM IN TO ING AT THE COR10 OF BETSY BROWN ROAD $ NORTH FUDGE STREET 1S TO RilANN TO THE THE MA)OMUM EXTENT PRACTICAL DOSTING THINNING, Z O_ Y j f / DEAD OR UNHEALTHY VEGETATION SHALL BE REMOVED AND REPLACED WITH EVERGREEN TREES AT LEAST TEN (10) FEE! HIGH; AS APPROVED BY THE VILLAGrS PLANNING CONSULTANT. Z Q _ Lu O w j" Q f� 3 M Ln z LL -n TREE LIST DESIGNA7701V CONIFEROUS TREES 4 Pe Pkaa abfes/ bW 6'- 8'ht Nmroy*rece 17 Ps Piws sfrakas/ 8d8 8'- 8' ht MhRe Pine 22 An PAWdb W r mu an/ 80,8 6' - 8' ht. AlwAsm Fr LANDSCAPING PLAN LEGEND LANDSCAPING PLAN NOTES —'MCI J ® s ALL PLANT MATERIAL AND METHODS OF INSTALLATION SHADE TREE SHALL CONFORM TO THE AMERICAN ASSDCATION OF a NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, ALL AREAS OF THE 97E NOT OCCUPIED BY BUILDING OR SHADE TREES PAVEMENT AND NOT SPECIFIED AS BEING PLANTED NTH TREES. SHRUBS OR GROUND COVER SNAIL BE LAWN. CONIFEROUS TREE ALL PtAt71NG BEDS SHALL BE MULCHED WITH A MINIMUM OF Y OF BARK CHIPS. W"RAND GRASSES THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT MATERIAL AT THE SOURCE BffORE IT IS DELIVERED TO �y THE SITE. V TREE PROTECTION THE FINAL LOCATION OF THE SHRUB. TREE AND WETLAND PLANTING, WNICH ARE REFERENCED TO THIS NOTE, X TREES TO BE REMOVED WALL BE DEIERMMED IN THE FIELD BY THE LANDSCAPE ARCHITECT, AFTER THE EXISTING VEGETATION HAS BEEN r" •,�... CLEARED TO THE LIMIT OF DXSTURBANCE.BOUNDRY AND IMPACIEO TREES TO BE SAVED IF FEASIBLE FINAL REGRADING HAS BEEN COMPLETED. , I._50, e EXISTING WOODLAND AREA TO BE PRESERVE? TO TIE a/e 7f2f9B MW" DMT PRACTICAL. EXISTING DEAD OR UNSIGHTLY VEGETATION TO BE MOVED BY CONTRACTOR. 96124 saurx/a: SITE ww,rc Mx. ANAUIliA4ll£D ALI£RAAAiY Q? AOO/RlXt TD A MAP CAPYRHf;ff7QD 1958 b9 ,bFm thter Cornuling e£AAY 11 7N£ LA Aw A WV£S4AVAC £NC7r✓££R CW w ,w,.+r r.r p.,i ,...�..s ea e:. (� !� ,TAC 7;MO LAND sLrRx'TO LS A NAYaV IA aF ,.�:•'�,,.r•a .i.�, �.�x.w+..a ,S: Jy Si'CRAw 7P09 tX'IFI£N£W tiWK £DUCARAW LAW, .+*+4�. .C�'�m,:a"" 1'MXP7 AS PER SECMw4 ;M SCP-DCNS'/A+V 3. '"""i..s.s'""'; ""'�'"*"•�ryiOi "�'"`' "6` W m it o w V) U- z �o Z O d ®0 o LANDSCAPING PLAN LEGEND LANDSCAPING PLAN NOTES —'MCI J ® s ALL PLANT MATERIAL AND METHODS OF INSTALLATION SHADE TREE SHALL CONFORM TO THE AMERICAN ASSDCATION OF a NURSERYMAN, AMERICAN STANDARD FOR NURSERY STOCK, LATEST EDITION, ALL AREAS OF THE 97E NOT OCCUPIED BY BUILDING OR SHADE TREES PAVEMENT AND NOT SPECIFIED AS BEING PLANTED NTH TREES. SHRUBS OR GROUND COVER SNAIL BE LAWN. CONIFEROUS TREE ALL PtAt71NG BEDS SHALL BE MULCHED WITH A MINIMUM OF Y OF BARK CHIPS. W"RAND GRASSES THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT MATERIAL AT THE SOURCE BffORE IT IS DELIVERED TO �y THE SITE. V TREE PROTECTION THE FINAL LOCATION OF THE SHRUB. TREE AND WETLAND PLANTING, WNICH ARE REFERENCED TO THIS NOTE, X TREES TO BE REMOVED WALL BE DEIERMMED IN THE FIELD BY THE LANDSCAPE ARCHITECT, AFTER THE EXISTING VEGETATION HAS BEEN r" •,�... CLEARED TO THE LIMIT OF DXSTURBANCE.BOUNDRY AND IMPACIEO TREES TO BE SAVED IF FEASIBLE FINAL REGRADING HAS BEEN COMPLETED. , I._50, e EXISTING WOODLAND AREA TO BE PRESERVE? TO TIE a/e 7f2f9B MW" DMT PRACTICAL. EXISTING DEAD OR UNSIGHTLY VEGETATION TO BE MOVED BY CONTRACTOR. 96124 saurx/a: SITE ww,rc Mx. ANAUIliA4ll£D ALI£RAAAiY Q? AOO/RlXt TD A MAP CAPYRHf;ff7QD 1958 b9 ,bFm thter Cornuling e£AAY 11 7N£ LA Aw A WV£S4AVAC £NC7r✓££R CW w ,w,.+r r.r p.,i ,...�..s ea e:. (� !� ,TAC 7;MO LAND sLrRx'TO LS A NAYaV IA aF ,.�:•'�,,.r•a .i.�, �.�x.w+..a ,S: Jy Si'CRAw 7P09 tX'IFI£N£W tiWK £DUCARAW LAW, .+*+4�. .C�'�m,:a"" 1'MXP7 AS PER SECMw4 ;M SCP-DCNS'/A+V 3. '"""i..s.s'""'; ""'�'"*"•�ryiOi "�'"`' "6` WOVEN WHRE FENCE TWO (2) 2*W STAKES, OR EQUIVALENT m. (MIN. 14.5 GAUGE MAX. 67 M MESH SPACING) FENCE POSTS. - MIN. LENGTH PER BALE ONE (U11T INTO RO .0. U, AKES SH WITH BALES. MOUNTABLE -1 EN GROUP TREE STANDARD STEEL OR I -1\2-XI-1\2- OAK FENCE POSTS 6' 6- DRIVEN MIN. 1616INTO GROUND w MINIMUM (10"L PROTECTION COMPACT SOIL OUTER 16" Not. 6?1 IUVUM 1) F81 - - - - - - AROUND PERIMETER OF TER QQ - - - - - - - BALES \1 , : ::::!I Ql) Q - ,-STANDARD 44Er - - - - - - - - - - - - - HEIGHT OF FILTER SUBGRADE FILTER EXISTING CLOTH PAVEMENT '7E.ISING Ty SAFETY FENCE, (SEE NOTE 5) - - - - - - - - - - - - - - - - - - - CLOTH ABOVE GROUND, - 16" MINIMUM MINI 6" FLOW SECTION A -A E: - - - - - - - - - - - - - - - - - - - - - - - GROUND AA, > )Q (::)�c)<Sc MIN. SECTION EXISTING 4 GROUND UM 5V MINIMUM 4 FOOT HIGH CONSTRUCTION FENCE C, A A 2' PERSPECTIVE VIEW Z 15! L BOTTOM OF FENCE CONSTRUCTION TO BE FLUSH 36' MIN, FENCE POST AREA WITH GROUND SURFACE, U 2".2' STAKES G PROTECTED AREA 45 GAUGE, WOVEN WARE FENCE (MIN. 14.5 GAUGE, MAX. FILTER CLOTH OVER MESH SPACING) VAIN FILTER CLOTH OVER 12- 12- F aw UNDISTURBED GROUND .W . ..... FILTER DRAIN INLET NU.,.U. PLAN MEW MINIMUM NOTES INDIVIDUAL TREE N 'XW 2 "4 STANDARD STEEL OR I-I\eXI-I\2- FE E ST OAK FENCE POSTS EVEIR I'M N70 GROUND ePOMIN,) I . STONE SIZE - USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT, PROTECTON tD GROUND LEVEL 2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET. (ARMOR TYPE) 1 THICKNES -NOT LESS THAN SIX T NSCSHM 1 S MOTH 12 FOOT MINIMUM, BUT NOT LIETHAN THE FULL MOTH AT POINTS WHERE SEC 4. - INGRESS OR EGRESS OCCURS. 24 FOOT MINIMUM If SINGLE ENTRANCE TO SITE. 5. FILTER CLOTH - TO BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION T IS" MIN BOTTOM OF BALES SURFACE 6. ENTRANCES ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A CONSTRUC'nON NOTES FOR SILT FENCE "�-:.ROUND LEVEL MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. MAINTENANCE -THE ENTRANCE SHALL BE MAUSITAI ED IN A CONDITION WHICH WILL PREVENT TRACKING OF FLOWING OF SEDIMENT ONTO PUBLIC �R�IOHTS-OF-WAY. THIS MAY REQUIRE ICIDIC TOP OR SSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR PERIODIC F ROUGH SAWN WOOD. (2"x2* 2' .1 TO .6' DEPENDING ON SEE NOTE 3 1. WOVEN MARC FENCE SMALL BE FASTENED SECURELY POSTS. STEEL. EITHER T OR U TO FENCE POSTS WITH WRE TIES OR STAPLES. TYPE. OR :r HARDWOOD BOTTOM OF SALES AND/OR CLEANOUT OF ANY MEASURE USED TO TRAP SEDIMENT, ALL SEDIMENT SPILLED, DRIPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED 5 TRUNK DIAMETER) BOUND WITH 9 GAUGE WIRE NOTES: 1. SPACE SUPPORT FENCE POSTS AT 6 FOOT INTERVALS. 2. FILTER CLOTH SHALL BE FASTENED SECURELY SHALL FENCE: WOVEN WIRE, 14.5 GAUGE WOVEN WIRE FENCE VAIN TIES SPACED EVERY V MAX. MESH SPACING PERSPECnVE MEW IMMEDIATELY. 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO 2. DRIVE SUPPORT POSTS 2 FEET INTO GROUND. 3. FIRMLY FASTEN FENCE MATERIAL IN PLACE BY WIRING TO FENCE POST WHILE MAINTAINING TENSION ACROSS 24' AT TOP AND MID SECTION. PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND YMIC14 DRAINS INTO AN APPROVED SEDIMENT TRAPPING S FUL L HEIGHT OF FENCE. WIRING SHALLIBE DONE IN A S. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN FILTER CLOTH: FILTER X, EACH OTHER, THEY SHALL BE OVERLAPPED By All AFT 1OOX. STABILIZATION FILTER `14NCHES IIR 4ON OR APPROVED EQUAL NOTES: I ALL SALES ARE TO BE TIGHTLY BUTTED TOGETHER.CC 1) EVICE. 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. /-EXISTING GROUND SORFACE MANNER THAT WILL PREVENT SAGGING F FENCE MATERIAL. M 4. PROVIDE PERIODIC INSPECTION AND MAINTENANCE OF FENCE INCLUDING REPAIRS AS NECESSARY AND REQUIRED. (3 Z SIX AND FOLDED. 2: BALES SHALL BE OTHER MAW OR HAY. 5. PLASTIC FENCE SHALL BE INTERNATIONAL ORANGE COLOR. y 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED PREFABRICATED UNIT. GEOFAB, 3. PROVIDE FREQUENT INSPECTION AND MAINTENANCE REMOVE ACCUMULATED SEDIMENT AND REPLACE CLOGGEDSALES TO MAINTAIN EFFECTIVENESS OF INSTALLATION. AS MANUFACTURED BY ADFU ENTERPRISES, INC. OR APPROVED EQUAL AND MATERIAL REMOVED AND REPLACED WHEN ENVIROFENCE, OR APPROVED I t .81JLGW MOP IN THE SILT FENCE. EQUAL .. .... 9ROO SILT FENCE BALED FILTER STABILIZED 3 TREE PROTEC11ON :14 CONSTRUCTION FENCE WOW 0 za: onzi 52 U- CONSTRUCTION ENTRANCE 'r wo-to Ld CAMPBELL FOUNDRY FRAME 4!-0" 5- -COVER Na, 1101' OR APPROVED EQUAL (SEE NOTE 2) r CAMPBELL FOUNDRY FRAME - COVER N. 1107 OR APPROVED 4!-0' MIN. 5' EQUAL, (SEE NOTE 2) (SEE NOTE 3) FINISHED GRADE W FINISHED GRADE FUJOSE BOOT CONNECTION SECURE �p TOPIPEUSING STAINLESS STEEL RUBBER BOOT CONNECTION SECURED TO PIPE U STAINLESS STEEL USING STRAPPING ACP COLLAR METHOD, A-UOK OR APPROVED EQUAL. STRAPPING COLLAR METHOD, A-LOK OR APPROVED EQUAL, (REQUIRED FOR SANITARY SEWER MANHOLES ONLY) FRAME TO THOROUGHLY 8O FRAME TO BE THOROUGHLY A- f REQUIRED FOR SANITARY SEWER MANHOLES ONLY) BEDDED IN 1:2 CEMENT MORTAR :2 CEMENUT MORTARmix BEDDED IN 1E mix ADJUST TO GRADE WITH BRICK(ASTM ADJUST TO GRADE WITH BRICK C-32, GRADE MA.) (ASTM C-32, GRADE MA.) 6- MINI IA' MAX. OR PRECAST CONCRETE APPROVED COMPACTED CRUSHED 6' MI 12, MAX, OR PRECAST CONCRETE NW RING SECTIONS. APPROVED COMPACTED CRUSHED N STONE FOUNDATION COURSE, RING SECTIONS. STONE FOUNDATION COURSE, MANHOLE STEPS 12' O.Q. 2-2MIL COATS OF BITUMINOUS (SEE NOTE 1) SHAPE INVERT CHANNEL TO PROVIDE SMOOTH MATERIAL *INERTOL NO. 49" B TI MANHOLE, STEPS 12* OX. TRANSITION OF FLOW KOPPERS SUPER SERVICE (SEE NOTE 1) BLACK OR APPROVED EQUAL, APPLIED IN ACCORDANCE NTH MANUFACTURER'S SPECIFICATIONS. ==a (REQUIRED FOR SANITARY SEWER MA WS ONLY) ALL LIFT PIN HOLES TO BE O-RING JOINT TO CONFORM TO APPROVED SUBGRADE 0 APPROVEDSU..RADE PLUGGED AND MORTARED A S.T.M. DESIGNATION INSIDE AND OUT C�43 LATEST REVISION. STEPS SECTION B-B 2 EMIL COATS Of BITUMINOUS -4 STEPS MATERIAL 'INERTOL NO. 49" SEC LION B-B PLAN OF INVERT CHANNEL JOINTS TO BE MORTARED INSIDE AND OUT USING NON- (Chute Manhole 9ase) KOPPERS SUPER SERVICE PPROVER BLACK OR A D EQUAL. (auto Manhole Base) SHRINKING MORTAR. FILL AND SHAPE INVERT CHANNEL- APPLIED IN WITH MANU ACCORDANCE FACTURERS SPECIFICATIONS. (REQUIRED FOR SANITARY SEWER MANHOLES MY) 4'-O"MAX� IN FIELD USING CLASS A (3500 PSI) \ PRECAST MANHOLE SECTIONS TO BE IN ==a O-RING JOINT TO CONFORM TO RUBBER 800T CONNECTION RUBBER CONCRETE. PIPE INVERT CHANNEL To ACCORDANCE WITH *PRECAST 6 A.S.TM. DESIGNATING 1 MANN z OLE DETAIL) HAVE A STEEL TROWEL FINISH. OPENING REINFORCED CONCRETE MANHOLE SECTIONS- A.S.T.M. DESIGNATION C-678, - C443 LATEST REVISION. ALL LIFT PIN HOLES TO BE JOINTS TO BE MORTARED q t; j;rY� BRANCH APPROVED COMPACTED CRUSHED ,E;4 FOUNDATIA LATEST REVISION. MINIMUM COMP STONE ON COURSE. 0 STRENGTH TO BE 4000 P,SJ. El j PLUGGED AND MORTARED INSIDE AND OUT USING NON- 'e-v" MIN. INSIDE AND OUT S" 5" SHRINKING MORTAR. 4*-0' MIN. $" (SEE NOTE 3) - PRECAST MANHOLE SECTIONS TO BE IN (SEE NOTE 3) ACCORDANCE WITH 'PRECAST v. TEIRRAL- 45* SEND DEFLECTION ANGLE AS REQUIRED - - - - REINFORCED CONCRETE MANHOLE FILL AND SHAPEINVERT CHANNEL- SECTIONS" A.S.T.M DESIGNATION C-478. DEFLECTION ANGLE AS REQUIRED 'MINIMUM U, SAME AS LATERAL WITH 6 MINIMUM PIPE DIAMETER 6 OR ALLOWED BY OPENING SIZE. RADIUS TO BE MAXIMUM POSSIBLE. IN FIELD USING A (3500 PSI) LATEST REVISION, COMPRESSIVE OR PIPE ALLOWED BY OPENING SIZE. INVERT CHANNEL TO STRENGTH TO BE 4000 P�S.k RADIUS TO BE MAXIMUM POSSIBLE. RUBBERCONCRETE. BOOT CONNECTION PLAN HAVE A STEEL TROWEL FINISH. ==D OPENING to I E AN OLE DETAIL) I-II IPLAN S31EIAME IHVERT CHANNEL ZAPPROVED APPROVED COMPACTED CRUSHED 7 STONE FOUNDATION COURSE 0 D //-FOR SMOOTH TRANSITION F INFLOW FROM DROP CONNECTION SUBGRADE RUBBER BOOT CONNECTION SECURED RUBBER BOOT CONNECTION SECURED - TO PIPE USING STAINLESS STEEL To E USING STAINLESS STEEL PIPE STRAPPING ACP COLLAR METHOD. BENCH E TRAPPING ACP COLLAR METHOD, BENCH ELEV, VARIES A-LOK OR APPROVED EQUAL. 5- MIN -� 3,500 P.S.I. CONCRETE A- GK OR APPROVED EQUAL. (REQUIRED FOR SANITARY SEWER MANHOLES ONLY) (REWIRED FOR SANITARY SEWER MANHOLES ONLY) -,R:- It 90' SEND APPROVED COMPACTED NOTES: CRUSHED STONE FOUNDATION COURSE, COMPACTED CRUSHED STONE FOUNDATION COAPPROVED URSE, . 1. MANHOLE STEPS SHALL BE CAST IRON NEENAH NR-1981-0 OR CAMPBELL FOUNDRY N' 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) APPROVED SUBGRADE 3. MANHOLES WITH DEPTH (h) 12' OR GREATER SHALL BE FIVE (5) NOTES: IN DIAMETER, UNDISTURBED EARTH OR APPROVED EQUALFEET CAM SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL NOTES: 2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE: LETTERS 1. MANHOLE STEPS -1 OR POLYPROPYLENE s) 4. MANHOLES SHALL MEET OR EXCEED A.S. AND O.S,HA, REQUIREMENTS. FOUNDRY No. 2558 COATED STEEL (SEE SPECIFICATIONS) - 'SEWER' AND STORM DRAIN MANHOLES SHALL HAVE LETTERS *DRAIN* APPROVED SUBGRADE CAST ON COVER, THE COVERS SHALL HAVE VENT HOLES. OR APPROVED EQUAL. 5. SEE "NOTES PERTAINING TO MANHOLES' ON THIS DRAWING, SEC'nON B-B 1. DROP CONNE TION SHALL BE USED WHEN INCOMING SEWER 15 MORE THAN 27-C CIGHER THAN THE OUTGOING SEWER. SEC"nON B-B 2. UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS "DRAIN' 3. MANHOLES SHALL MEET OR EXCEED A.S.TJM. AND O.S.H.A. REQUIREMENT& *SEWER, ANORSTORM DRAIN MANHOLES SHALL HAVE LETTERS CAST ON COVER, THE COVERS SHALL HAVE VENT HOLES. (Standard Manhole Base) 2� PIPE SIZE OF DROP CONNECTION SHALL BE THE SAME SIZE AS LATERAL 4. SEE 'NOTES PERTAINING TO MANHOLES" ON THIS DRAWING, (Standard Manhole Base) WIN 6, MINIMUM, MANHOLE (TYPE A) 6 MANHOLE (TYPE B) DROP CONNECTION AT MANHOLE NOTES PERTAINING TO DRAIN INLETS EXCAVATED TRENCH A-1 ALL PRECAST CONCRETE STRUCTURES SHALL BE DESIGNED TO ACCOMMODATE FINISHED GRADE AN H-20 DESIGN LOAD. A-2 STEPS WILL NOT BE REQUIRED IN INLETS LESS THAN FOUR (4) FEET IN DEPTH. UNDISTURBED EARTH COMPACTED BACKFILL STEPS WILL BE REQUIRED IN INLETS FOUR (4) FEET OR GREATER IN DEPTH. 3,500 p.sl CONCRETE A SUBGRADE WHEN STEPS ARE REQUIRED, STEPS SHALL COMPLY WITH THE SAME REQUIREMENTS *MANHOLE OF ASTM STANDARD C-478, ARTICLE 13 ENTITLED STEPS & LADDERS". SANITARY LINE FOR SIZE, SEE PLAN Z.... Z1.- I) A FACE 0 Ps SEE A CURB 'A"A"r L A-3 FOR MASONRY STRUCTURES, THE FIRST COURSE OF MASONRY SHALL BE SET IN THE CONCRETE FOUNDATION BEFORE THE CONCRETE: HAS SET. CONCRETE 'A" CONCRr TE ENCASEMENT A STA HOARD BACKFILL < V) > A A STEPS (SE F FOUNDATION SHALL BE CLASS (3.500 psi) CONCRETE, TWELVE (12) INCHES THICK BEYOND THE OUTSIDE FACE OF THE STRUCTURE. 4'-0" MINIMUM 4'-V` MINIMUM 3: 11-DRAIN E AND SHALL EXTEND SIX (6) INCHES 4 BARS ®6" OC 0 cn W '61 j NOTE A-2) BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH AND CONSTRUCT z A-4 IT SHALL SIZE STRUCTURE INCLUDING THE NECESSARY OPENINGS TO T- V) THE PROPER ORDERED BY THE z o ACCOMMODATE THE WORK AS SHOWN ON THE PLANS OR ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 0 75 wow PLAN IS. 6. A-5 ALL NECESSARY PATCHING FOR DRAIN STRUCTURES SHALL BE ACCOMPLISHED CEMENT MORTAR GROUT, APPROVED EQUAL TO db BARS 0 6' OC SECTM A-A ti - F GO < x 0 WITH NON-SHRINKING SIKA-SET AS MANUFACTURED BY THE SIKA CHEMICAL CORP. NOTES: D U- za� FRAME & GRATE: PLAN A-6 FOUNDATIONS FOR PRECAST CONCRETE STRUCTURES SHALL BE SET ON A 1. CONCRETE ENCASEMENT TO EXTEND 2*-0' MINIMUM INTO UNDISTURBED EARTH. LL- 0 0 C-4 LU NEENAH FOUNDRY Co, N R-3246-A OR APPROVED FRAME & GRATE: COMPACTED LAYER OF APPROVED POROUS MATERIAL HAVING A MINIMUM COMPACTED 'THICKNESS OF EIGHT (8) INCHES. 2, FULL LENGTH OF SANITARY SEWER PIPE TO BE USED AT CROSSING. PIPE TO BE CENTERED ON CENTERLINE OF STORM PIPE. NO JOINTS SHALL BE LOCATED Ol O.D. 1 0 0 a < 0.' EQUAL NEENAH FOUNDRY 00, WITHIN THE AREA OF CONCRETE ENCASEMENT. V) cc 0-1 TOP OF CURB N OR APPROVED EQUAL A-7 ALL PIPES SHALL BE CUT FLUSH WITH THE INSIDE WALL OF THE STRUCTURE. FS.11 U.SUITA.LE: z .1 5; FINISHED GRADE FINISHED DR. A-8 PROVIDE REINFORCED CONCRETE TOP SLAB FOR OVERSIZED DRAIN INLETS WITH CONCRETE ENCASEMENT 12 MATERIAL. NIATER'A SEE NOTE 2C. 0 UJ ZIV. FOR ADJUSTMENT PROPER SIZE OPENING TO ACCOMMODATE INSTALLATION OF FRAME & GRATE. FOR SANITARY LINE 0 S-cr 2' MAX.) 7-BRICK FOR ADJUSTMENT A-9 FOR MASONRY STRUCTURES GREATER THAN TWELVE (12) FEET IN DEPTH. NpjEs-. _ff" SOLID CONC. BLOCK (12' MAX,) TWE THICKNESS OF MASONRY WALLS SHALL BE INCREASED TO LVE (12) INCHES. STEPS AT 12O.C. CAST OR PRECAST CONCRETEtRDN OR POLYPROPYLENE STEPS AT 12' D.C. CAST 6" SOLID CONC. BLOCK 1, FILL SECTION AREA MUST BE GRADED TO 2'-0' MIN, ABOVE TOP OF PIPE BEFORE EXCAVATING TRENCH D-JNSIDE DIAMETER, SPAN, OR RISE O.O.-OUTSIDE BARREL DIAMETER, SPAN OR RISE COATED STEEL. (SEE IREINFORCOVENT AS REQUIRED DRAINAGE NOTE A-2) ST CONCRETE FOR PRECAST IRON OR POLYPROPYLENE OR PRECAST CONCRETE COATED STEEL (SEE 2, FOR PVC PIPE INSTALLATION, USE TYPE 41 TRENCH, H.D.-OVISIDE DIAMETER, SPAN, OR RISE 0 BELL OR BAND STRUCTURE I" DRAINAGE NOTE A-2) .I REINFORCEMENT AS REQUIRED W.H1D. + 2.0' - FOR 49" OR SMALLER DIAMETER, SPAN. OR RISE W-HD. + 2.$` -FOR GREATER THAN 487 DIAMETER, SPAN, OR RISE SEE DRAINAGE NOTE A-3 FOR FOR I VERT, SEE E FOLI NOATION CONCRETE NOR FOR PRECAST CONCRETE STRUCTURE 8-1 PRECAST CONCRETE MANHOLES SHALL COMPLY WITH ASTM STANDARD C-475. SUBGRADE _ PLAN PROFILE �CRETE FDR ED, BLOCK MANHOLE JOINTS SHALL COMPLY WITH ASTM STANDARD C-443. I TR STRUCTURES. FOR INVERT. SEE -.1 SEE DRAINAGE NOTE A-3 FOR CONCRETE PLAN OR PROFILE FOUNDA TON FOR CONCRETE 8-2 FOR PRECAST CONCRETE MANHOLES FIVE (5) FEET OR LESS IN HEIGHT, TOP BLOCKNSTRUCTURES 'N CONE SECTION SHALL BE REPLACED WITH PRECAST REINFORCED CONCRETE 1 1 I- SLAB (6- MIN. THICKNESS) WITH OPENING OF SUFFICIENT SIZE TO ACCOMMODATE APPROVED COMPACTED CRPSHED STONE 6" fr --1- -- MANHOLE CASTING. NOTES: it FOUNDATION COURSE.� lj Rom P , APPROVED COMPACTED 8* CRVR SH D STONE 9-3 FOR MANHOLES 12 FEET OR MORE IN DEPTH, MANHOLE DIAMETER SHALL BE FIVE (5) FEET. 1. FOR TYPE 0 TRENCH. MATERIAL FOR SELECT BEDDING AND SELECT BACKFILL SHALL BE: A.EITHER SAND OR STONE IF NO WATER IS ENCOUNTERED IN TRENCH, �N FOUNDATION COURSE. B-4 TERMINAL MANHOLE FLOORS SHALL BE SLOPED TOWARD OUTFALL PIPE Rl- IF B. CRUSHED STONE F WATER IS ENCOUNTERED IN TRENCH. j Z TYPE It TRENCH SHALL BE USED IN ALL OF THE FOLLOWING CASES: cA APPROVED SUBGRADE APPROVED SUBGRADE A / B-5 INVERT CHANNELS FOR PRECAST CONCRETE MANHOLES SHALL BE CONSTRUCTED A. FOR ALL PVC PIPE AND CONDUIT INSTALLATION. A EL WHEN ROCK OR HARDPAN IS ENCOUNTERED IN BOTTOM OF TRENCH. �.MM SECTION A-A OF CONCRETE. D-INSIDE DIAMETER, SPAN, OR RISE 0 O-OUTSIDE BARREL DIAMETER, SPAN OR RISE C. WHEN UNSUITABLE MATERIAL IS ENCOUNTERED IN BOTTOM OF TRENCH, IN SUCH CASE DEPTH OF UNDERCUTTING SHALL BE AS DIRECTED BY THE ENGINEER WITH 6* MINIMUM. 9 JIM 36w- NIS SECTION A-A B-6 NOTES A-1, A-5. A-6 & A-7 UNDER "NOTES PERTAINING TO DRAIN INLETS* H.O.-OUTSN)E DIAMETER, SPAN. OR RISER BELL OR BANE) 3. FOR ALL TRENCH EXCAVATION IN FILL AREAS, ALL EMBANKMENTS SHALL BE CONSTRUCTED 7/2/98 NOTE. SEE "DRAINAGE NOTES" ON THIS DRAWING. ABOVE SHALL APPLY TO MANHOLES. W-H.D. + 2.6 - FOR 46" OR SMALLER DIAMETER, SPAN. OR RISE TO A MINIMUM OF 2 FEET ABOVE THE OUTSIDE TOP (AT THE BELL) OF THE PIPE PRIOR TO BEGINNING ANY TRENCH EXCAVATIM 96124 NOTE: SEE "DRAINAGE NOTES" ON THIS DRAWING. W-H.D. + 2.5' - FOR GREATER THAN 48" DIAMETER, SPAN, OR RISE P, DETI DRAIN INLET (TYPE CI) 9 DRAIN INLET (TYPE DI) with Sump 10 DRAINAGE NOTES TYPEI TRENCH 13 TYPE 11 TRENCH 14 s P with Sump (FLAT BOTTOM) Y a KEYWAY NOTES• 2a - IrI�ARROVED COMPACTED 1. ALL CONCRETE SHALL BE CRSS A CONCRETE {3,500 P5!}. t, a '(i-jIFN r CRUSHED STONE BASE IT- � � � ZE B VERT E LAN Y EW '�' SRE INVERT SI •V V""� r°w ". ""`"Y.".,- SIZE � INVERT SIZE INVERT SECTION B -- B °T'S° J c> OO J44�� W �Z t2 GAUGE GALVANIZED CONCRETE '_ // 11 ` 2, ALL EXPOSED EDGES OF THE CONCRETE WING WALLS AND "T r"" / 44 REBA6 o t2` D.C. CONCRETE SEDIMENT TRAP TO BE CHAMFERED ONE INCH. BDm wAYs L- I € i t N.T.S. m 1825 15' i82.5D 5'R 182.50 �a 183.50 p Q A 2'-0" V-4' 3* -8" 4•-O" 4'-4" I-- E I I 3. ALL REBAR AND WELDED VARE MESH SHALL HAVE A 6'A• m(ta T4E1>Xn vmtE MESH _/" s,_ "W a MINIMUM CLEARANCE OF TWO INCHES FROM OUTSIDE (COUP W !N WEIR q g 1/32 2 3D DOUBLE 1/8 $ 3'-0"N-6- 10" 6" STEEL WEDGE 3 No. 6 C 7" 1 7" FRAME TO BE THOROUGHLY 8° WQS-2 800 C.F. I A 9" 12" 1'-6" 1/16 B 7" 8" 9" 10•' NOTES 9" 10" IT- BEADED IN 1:2 CEMENT MORTAR MIX 'IL 5(8' TNA BRUCE BOLTS (8 REWIRED AT EACH CONNECTION) II 2,-1" Ii Sf8" DIA. MOUNTING BOLT (1 REWIRED AT EACH CONNECTKNI) Ij am, omirnm + � l J �- RE -BARS 71 6WFT6 II }J�L. B Ml�y ' CONCRETE Q 3a GALVANIZED STEEL DOUBLE RERCULWE 1. MANHOLE STEPS SHALL BE CAST IRON NEENAH NO. R-19131-0 OR CAMPBELL ANCHOR FDRSHEA GRADE 170.20 i 2:-6". 3°-0" BLOCK Y Y . . . . V-3" C 2'-0" 1'-9" IN PIGRATE AND FRAME m BE EAST .JORDAN FOUNDRY No, 2588-11 OR POLYPROPYLENE COATED STEEL OR APPROVED EQUAL. WON WORKS TYPE 'W OR APPROVED EQUAL 2. MANHOLES SHALL MEET OR EXCEED ASTM. AND O.SH.A. REQUIREMENTS. x a ADJUST TO GRADE WITH g�CK n m m m 6•- 6` g_6• 3. SEE "NOTES PERTAINING TO MANHOLES' ON DRAWING SP^7. $" MW ._.__ A$IM C-32, GRADE M L 2 MAX. CON PRECAST CRETE s-2* DIA. ORRICE 6'-6" 6' .4 --• IO RING SECTIONS. ELEV. 2Di.50 -- I BINT-0fSE4?oBOO - ^_ R ftE6AR 0 tYD.0 I I BOTH WAYS REBAR to 'CTANWUR WEIR» ' 5'-6' I +. O INV. ELEV: 204.50 FINISHED GRADE ax (4 O O:C (Te LONG) fAA�tAL�IN NO�ryM49�S IOF o. a M4EBARD.C. HORIZONTAL ' .. ALL UFT PIN PLUGGED AND MORTARED �._. KPPERS SUPER SEVI . ` i - DISiD£ AND WT 25 _..Y._ _ BLACK OR APPROVED EQUAL, APPll£0 IN ACCORDANCCEE N 8" MIN. OUNO • ; `. SEDIMENT TRAP IL. i i -- - -PQ 7.5' - - iS" TH MANUFACNR£R S �ECIFlGktlONS. REWIRED FOR SANIURY SEWER MANHOLES ONLY) i L1 OwV O£v. 20t,5D m� 5 RX -' 1 i Aa REBAR , "t` -"'i --i 9• a iz- o:G y ----- r -- ----, ----- * �, _ ..... ..., i _ O O£v. 200.00 D B' CONCRETE BL{X7f WALL ACROSS MANHOLE M11tL av o 3 ARRT � 10,70 M!ff— PE CHAOR Wew DR sus INVERTS),I IWLDE61WRE MESH FRONT ELEVATION — { ' CAMPBELL FOUNDRY FRAME & COVER I EQUAL 8 CIffO(RET£ BLOCK WALL 4 NO. 21048 OR APPROVED ACROSS MANHOLE WITH B C PRECAST MANHOLE SECTIONS TO BE IN 'PRECAST 2 OR 3 ORIFICES. ACCORDANCE WITH 7.5" 7.5 Ulm _ Q o' T e i '} \� (SEE CHART BELOW FOR SIRES &.INVERTS) REINFORCED CONCRETE MANHOLE SECRONS" A.S.T.M. DEGNATION C-478. p �-""•' 6 6 o A / A g` LATEST REVISION MINIMUM COMPRESSIVE STRENGTH TO BET 4000 P.S.L w �,r �- �. 14 BRIAR o iY O.C. VER1TCAt _i4 { 14 RESAR o 19" O.C. Howzoxtu / j \ APPROVED COMPACTED CRUSHED ET) STONE FWNDATIOti COURSE °D a o . x N PLAN 4 n •� r 11 2� 15' —fl 1 I 1- SDP . GRADED z fR BESTIR O i2'D.C. ; BOTH WAYS - ---.-- -- ---- — — - -i = - APPROVED SUBGRADE 1N C OUT FLOW ..-� -B i - �: MSTAum AT 12'o.C. 1 ) 9 CRETE BI13CK TO BE MORTARED TORE HEENAH No. R-t9so B' OR APPROVED EQUAL INSTALLED ORATE 0 £tEV. 206.00 ^'T' -I=-' -Ik.. �~ �� TO BOTTOM OF STRUCTURE 5-3• DIA GRIFl O RTV. EtEV. 201.59 AT PLANT I B" CRUSHED STONE BASE / `'�� jj �[f'�} E C T! N SECTION A — A B" .4 j6 BESTIR O 12' O.C.2- 2 - N BESTIR 1 ,e' \. , V V / i Bpm WAYS RUTH 1 o CONTINUOUS -T ___. \ i .. N.T.S. l It CTANGULAR W9R r INV. EUEY 204. n tp�� p SECTION W—B' IM 111 a 111 LONG)-`"., 'LEN i'_p' o CAMPBELLNO 21098 OR APPROVED EQUA& ( weTu,Fm umGAnoN AREA BOTTOM o EEv, 241.50 :0 .. SHEDi LE Ofc INVERTS CONCRETE BLOCK TO BE MORTARED m enrnvl AMn ancc rc cTwlnn Rn Y a KEYWAY NOTES• 2a - IrI�ARROVED COMPACTED 1. ALL CONCRETE SHALL BE CRSS A CONCRETE {3,500 P5!}. t, a '(i-jIFN r CRUSHED STONE BASE IT- � � � ZE B VERT E LAN Y EW '�' SRE INVERT SI •V V""� r°w ". ""`"Y.".,- SIZE � INVERT SIZE INVERT SECTION B -- B °T'S° J c> OO J44�� W �Z t2 GAUGE GALVANIZED CONCRETE '_ // 11 ` 2, ALL EXPOSED EDGES OF THE CONCRETE WING WALLS AND "T r"" / 44 REBA6 o t2` D.C. CONCRETE SEDIMENT TRAP TO BE CHAMFERED ONE INCH. BDm wAYs L- I € i t N.T.S. m 1825 15' i82.5D 5'R 182.50 �a 183.50 p Q A 2'-0" V-4' 3* -8" 4•-O" 4'-4" I-- E I I 3. ALL REBAR AND WELDED VARE MESH SHALL HAVE A 6'A• m(ta T4E1>Xn vmtE MESH _/" s,_ "W a MINIMUM CLEARANCE OF TWO INCHES FROM OUTSIDE (COUP W !N WEIR q g 1/32 btti 111UN ^-Au- gam ---- OUTLET CONTROL STRUCTURE AND SEDIMENT TRAP (OCS D--1) OUTLET CONTROL MANHOLE OCS C -2j 16 �V3 15 C ,4o LIJ uj-J URD INSTALLATION PROCEDURE CFIRE HYDRANT f4 BE STANDARD OF: A A -"''--g �yYsi�ic` aw IO"AN wA Y i 4 1TF--TM1-fes 4 VERTICAL BEND HORIZONTAL BEND DIAMETER (D) I 12 GAUGE DIAMETER (D) L t2 GAUGE GALVANIZED GALVANIZED STEEL TERMINAL SECTWN 8" 1 f UW BRUCE IN DIRECTION OF TRAFFIC STEEL GUIDE RAIL A 2'-0" V-4' 3* -8" 4•-O" 4'-4" 1/16 B V-9" 2'-3" 2'-6'2'-6" 2•-6" moo' I 1/32 2 3D DOUBLE 1/8 $ 3'-0"N-6- 10" 6" STEEL WEDGE 3 No. 6 C 7" 1 7" 8" 8° WQS-2 800 C.F. I A 9" 12" 1'-6" 1/16 B 7" 8" 9" 10•' C B. 9" 10" IT- 'IL 5(8' TNA BRUCE BOLTS (8 REWIRED AT EACH CONNECTION) II 2,-1" Ii Sf8" DIA. MOUNTING BOLT (1 REWIRED AT EACH CONNECTKNI) Ij B 7" + � l J �- RE -BARS 71 6WFT6 II }J�L. B Ml�y ' CONCRETE iI FINISHED GRACEIi 10" IT- ANCHOR A 2'-0" i 2:-6". 3°-0" BLOCK Y Y 9" -q1-_ c DIAMETER (D) BEND 6" B" 1 10" 112" 1 16- DIAMETER (D) A 1'-6" 2'-0" 2'-6" 3'-O" S-6" 1/32 B 1'-3" 1'-9" V-3" 2'-0"12'-0' 8" 1 C 2'-0"12'-6"12'-9" S -O" 4'-0"' 12- A 2'-0" V-4' 3* -8" 4•-O" 4'-4" 1/16 B V-9" 2'-3" 2'-6'2'-6" 2•-6" moo' C 2'-6"i 2'-8" 4'-0* 4'-0" V-6" 1/32 A 2'-6-1 3'-0" 4'-U' 4'-6" V-2" 1/8 $ 3'-0"N-6- 10" C S-O„i 4,-0” 4;_6" 4'-9-16'-6-! ORA N SECTiON e-c-�! � �+ } _ + a VALVE fi0X CLASS A CONCRETE L III 11 iIf SECTION A -A Iii^i�I (-, TLE Roos i (BUFFALO TYPE) THRusT aLCLtit EvAT�ON I r I r j —1 Coo NOT oas KUCT ROTO RING GUNO OPENING FOR DRAIN (- �� ( I HYDRANT TEE -T TIE RWS -N - - YALK DISCHARGE) TEE _--_ CAP „ �,._„ J ,l '' ;' ..+ 0 1f2 G.Y. OF CRUSHED W (ORAS DIRECTED) B. 1 B -�_ -. - -'" CATV I-.� 1 i -� OPENING. i-� -!: ; - ,� STEN UNDER RAIN t D 6" 8" 10" 12" D 6" 8" 10" 12" Ij 11 H 7" 9" TO" 12".. E 6" 8" 8" 10" -� =1 I i f l�f I O I - � � a 1 1 T I F-1217 ANCHORING CLAMPS 90° 12" 1'-3" F 12... 1'-4" 1'-8" 2' D" _ - 6' GATE VALVE -a ! _ 6" HYDRANT Ull -�li (llEli� I TELEPHONE I _ _ ..WATER MAIN 18" SQUARE x 6' (MINIMUM) THICK e J 7• 9" 92" 1"=2" G 1'-5' 2•-0" 2'-5" 3'-O" .i i ! . I I' G CLASS A CONCRETE CONCRETE BLOCK FOR SETTING •� i K 6" $•• B" 8'• ii II II — THRUST BLOCK HYDRANT. CONCRETE BLOCK TO BEAR O W CONCRETE SAND SALAMI -I I I -I I ::..: /per • (tom . -i I (-� LY.nw F -ITIS ON UNDISTURBED GROUND. Irtrt4J v nv n,.. BLOCK E s r. - 7 i_.—I 1 "Ti•!'--I•i- � — NOTA ANCHORING PIPE 6" MIN.LZAS 1f2"fFiCONCRETEI�'t -- OR EQUAL DIRECTED H 4" MIN GAS I i. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND, BLACK 4` 2` B `3' t NOTES o 4', GTRQ 2. RODDING SHAH CONSIST OF TWO 3f4' THREADED STEEL TE RADS W97F3 NUTS AND WASHERS - HD/4 1. ALL CONCRETE TO BE CLASS A (3,500 psi). 4. ANCHOR AND THRUST BLOCK DIMENSIONS II� i, -_:t - COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY Pyy, -11 ^I (- f ' COVERED WITH ASPHALT OR OTHER ACCEPTABLE CORROSIVE RETARDING MATERIAL IN SHOWN ARE MINIMUM FOR 100 psi WATER GENERAL, THE METHOO AND TYPES OF MATERIAL REWIRED IN THE INSTALLATION OF T 2. ALL ANCHOR AND THRUST BLOCKS TO .BEAR ON PRESSURE AND SOIL RESISTANCE OF 2 - T00% SAND CLAMPS AND THE ROOS SHALT. BE IN ACCORDANCE NTH THE LATEST NATIONAL FIRE ({ () UNDISTURBED EARTH. KIPS PER SQ FT. CONTRACTOR SHALL SECTION D -D 2 — 231b SAND SALAMI 5 POINT PLAN PROTECTION STANDARDS, D/4 ADJUST FOR OTHER CONDITIONS AND •+ .ti,NLl L 3. IN ALL. CASES SHOWN, MEASUREMENT 0 REFERS 3 ^" BUNDLING 3, HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR WimIN TEN (10) FEET OF SANITARY SUBMIT FOR APPROVAL. E06224-8 PG 19 & 20 II II SECTION B—B TO THE INSIDE PIPE DIAMETER. 4 — STACKING TRENCH FIG. 2C & 2E SEWERS OR STORM DRAINS. 5, DIMENSIONS SHOWN ON THE ABOVE TABLES II 4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAMS II ARE THE ABSOLUTE MINIMUM AND THE 5 — ENGINEERED TRENCHES ARE TO DE PLUGGED. WHEN DRAINS ARE TO BE PIUCGEO, THE BARRELS MUST BE PUMPED LL ii REQUIREMENTS OF THE CITY OF MAUMEE, DRY AFTER USE DURING FREEZING WEATHER. SUCH HYDRANTS SHALL BE IDENTIFIED WITH A!n�r DEPARTMENT OF PUBLIC SERVICE, DIVISION NOTE: A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY, NOTE������ OF WATER SHALL SUPERSEED.. 1. BOTTOM OF TRENCH 48" DEEP IN ROCK CONDITIONS. 4" SAND CUSHION REQUIRED. I NU ABUA BE GALVANIZED TELEPHONE, GAS, ELECTRIC19 HYDRANT INSTALLATION 2� CORRUGATED STEEL GUIDE RAIL. 1 APPROVED COMPACTED ACCESS MANHOLES SUBGRADE `"'--- DO NOT CUT LEADER (TYPICAL) PROPOSED FINISHED GRADE. FRONT VIEW OF TRASH RACK W { o INVEERTEDELBOO DIAMETER FLUSH WITH SIDEWALKE��� (2 ASPHALT CONCRETE REMOVE ENOUGH WHOLE BRANCHES TO REDUCE .- HOLES - SEE DRAWINGS tNY6DQT ITEM 4031701 FOLIAGE EN UG (ALWAYS PRUNE TO NODE OR ' (ALUMIN!z£D CMP) HALF INCH STEPS AT 12" O.C. zy _ SET INVERT ELEV. A? O O O O O O O O O 0 O 0 CR07CH, RETAINING NORMAL PLANT SHAPE. CAST IRON. OR GRIT & SEDIM T •I UREM GREASE £LEY. OF INFLOW & O O O O O O O O O 0 0 O i \/ \ \ SOLID END PATE { DO NOT CUT LEADER. COATEDSTEEL REMOVAL. Cn BER" REµ OUTFLOW PIPES �� / v, / ,. J O CNA O O O G O G O O O 0000 (BO NENDS) RASH ,\rT \\ \ /n WASHINGTON CONTRA/CONE (SEE NOTE A-2 A PATE EVE 1/2" O O O 110111, 0 G 1, TWO (2) STRANDS NO. 12 GAUGE 14 6 CAST IRON POLE DRAINAGE NOTES) O O O O O O O O 'i T rf' 5 GALVANIZED ANNEALED STEEL WIRE SINGLE 15OW HIPS (E-23 1/2) LAMP TOP s2CnON or GLOBE o o C o o G 0 o G o ( \ � \ \\�\ \; \ \ \ -`S REMOVABLE fat RELAMwNG. STORM INFLOW 3-6" ORIFICES o STORM OUTFLOW 0 0 0 O O O 0 0 O O O O' j / /�l/r rT�/ /\y /\\f / /j\l,.F 61 Y TWISTED IN NEW RUBBER HOSE. MOLOCAST PRESCOUTE CATALOG NUMBER ,SEE PAN FOR x (SEE PLAN FOR 8 INCH ORIFICES �� " � \ ® W C7614JAf64122-12-n2P-TELA S 5 O O O O O O O O O O O O O In ALAN REG TRASH RACK "1 12E ,PLAN 4' CRUSHED STONE BASE APPROVED COMPACTED Ivy TWO (2) STRANDS, DOUBLE WRAPPED OR APPROVED EQUAL. ELEV.) ELEV.)SUBGRADE ® DD W AND TWISTED T- CtRCLED WATERPROOF TREE WRAPPING REINFORCED CONCRETE i12" 2, STRUCTURE, DESIGNEb BOLTED ALUMINIZEDCSPCSP (HALF BAFFLE d PAPER 4 WIDE 50% OVERLAP -TIED FOR H-20 LOAOtNG SQlTEO TO CONCRETE BAFFLE WITH STOUT HEMPCORD AT TOP OF BALLAST MOUNTED WA W lA PROFESSIONAL BAFFLE NOA WALL NTH 6' 1, t f2' CAM. DAILY, ("} ENGINEER SHALL NATE: BOLT WITH NUT &WASHER NOTES: ``•^' O" w BALL AND AT HEIGHT OF SECOND CAST &UMtNUM NEC(. CERTIFY THE DESIGN) PERMANENT PORI SHALL ' Of m BRANCHES. LUMINAIRE 3f4" CRUSHED STONE 1. MINIMUM CROSS SLOPE SHALL BE 1/e' PER FOOT UNLESS Ir Uj PITCH AWAY FROM TREE TRUNK. SUBGRADE COMPACTED APPROVED 400 CUBIC FEET CONTAIN A OF OF OTHERWISE INDICATED ON DRAWINGS. • Q?- SECTION "A—A" STORAGE PER CONTRIBUTING U LL Z � a 2. THICKNESSES INDICATED REFER TQ COMPACTED MEASURE. z FORM 4" HIGH TOPSOIL LIP AROUND EACH ACRE. PRE -CAST CONCRETE BASE WATER LEVEL BAFFLE r 0 1'E' ;t TREE PIT TO FORM WATERING SAUCER. ORIF ICES DIAMETER LI_ C?Q PLANTING SOIL MIX: O a A TOP MEW T a 1 PART EXISTING SOIL -_� ASPHALTIC SIDEWALK '//`/�ry- q C)Q .--- --- --- -- ---+r- - - - -^ - _ -TRASH RACK 6" flIAMETEft ORkFiCE V J �/ -T > j TREE BAu.," s` 1 PART WELL ROTTED COMPOST A r '�i i - __ - i A - - - - HOLE THRU BAFFLE tv 5 1 PART TOPSOIL I u 1I i tee, i i k I B" L, 1/2- DIAM. Z C) T POUND SUPER PHOSPHATE FERTILIZER + li -vr+ I f ti l i i I I- 1 I I i GALV.. BOLT WITH PER TREE is* BOLT CIRCLE tz` ODM 11 + # (+ `-Ji I NUT & WASHER LII AxCNoa ea.r er+rar ; uI FOR SLOPE I_.tt, i I�/�' SEE PLAN CUT AND REMOVE BINDING FROM TRUNK AND AS MUCH BALL AS POSSIBLE. F II tI i 6" 1" BATTER CUT AND REMOVE BURLAP AT UPPER 1/3 SECTION 'A -A' i at + H RACK i OF TREE BALL. I _ 1, � , 2'-1Y DIAMETER _ _ Q RADIUS ------- ---------��-_______ ___.,_-__ TRASH I- Q OPENING NTH - i FINISHED PAVEMENT I I 111-11 4- I i 1-1 I I III TAMPED TOPSOIL MIX CUSHION rvV RTED ELBOWS I=1 1 1 1 GRADE. SEE PLAN i ISTRM OUTFLOW :,j I I I i 71—; { I ( I { I_ xANDHOLE (SEE P ANFOR ACCESS MANHOLES (TYP.) • I I +. I FEI I I 'A' 'A' LOCATION). (CRMPBELI FOUNDRY CO. FRAME &COVER 3-6 INCH GRIFlCES- _ CEDAR STAKES, MIN. 3" DIA., LENGTH w NO• I1048 OR APPROVED EQUAL) STORM INFLOW SECOND CHAMBER I=III I I VARIES. 3 STAKES 0 120 DEG. PER MAJOR TRASH RACK DETAIL I.—I (I i 12" VARIES i2" TREE. STAKES SHALL CLEAR TREE BALL. E PLAN VIEW III III PAVEMENT 6mTP GROW 3-6" DIAMETER t 1/2" PVC 90 DEDREE SEND 4'-0" ORIFICES _ VIII = tIIill+ii�1i!�11 INSTALLED IS DIRECTION BEGUILED FOR 1111�—{! SERMCE ENTRANCE SIDE VIEW OF BAFFLE NO.1 ANCHOR BOLTS (4) q`4 (I I.I.)DIAMETER 3[,- NOTES. FACE OF LENGTH: 2, ,^ m UO ENO PLATE 1. TNSTALL 1f2` PREMOlDEO BITUMINOUS 101 1� I=I 11 ! (11 CLASS A CONCRETE ��- CLASS A CONCRETE 2"-- (3500 PSI) DIAMETER (D) w N o BEND 6" 8" 1 10" 12- A 8" B„ moo' 12- 1/32 B 7" S. 9" 10" SO THAT LENGTH OF CURB SEGMENTS WILL BE TEN (10) FEET. SUBGRADE r RE C 7" 1 7" 8" 8° WQS-2 800 C.F. I A 9" 12" 1'-6" 1/16 B 7" 8" 9" 10•' C B. 9" 10" IT- A 1'-3 l' -B" 2,-1" 2'-6" 1/8 B 7" 8" 9" 11" C .g" 9" 10" IT- A 2'-0" i 2:-6". 3°-0" S-6" 1/4 B 7" 9" 12" V-3" C 2'-0" 1'-9" 1,_13•, 1'-7" ORA N SECTiON e-c-�! � �+ } _ + a VALVE fi0X CLASS A CONCRETE L III 11 iIf SECTION A -A Iii^i�I (-, TLE Roos i (BUFFALO TYPE) THRusT aLCLtit EvAT�ON I r I r j —1 Coo NOT oas KUCT ROTO RING GUNO OPENING FOR DRAIN (- �� ( I HYDRANT TEE -T TIE RWS -N - - YALK DISCHARGE) TEE _--_ CAP „ �,._„ J ,l '' ;' ..+ 0 1f2 G.Y. OF CRUSHED W (ORAS DIRECTED) B. 1 B -�_ -. - -'" CATV I-.� 1 i -� OPENING. i-� -!: ; - ,� STEN UNDER RAIN t D 6" 8" 10" 12" D 6" 8" 10" 12" Ij 11 H 7" 9" TO" 12".. E 6" 8" 8" 10" -� =1 I i f l�f I O I - � � a 1 1 T I F-1217 ANCHORING CLAMPS 90° 12" 1'-3" F 12... 1'-4" 1'-8" 2' D" _ - 6' GATE VALVE -a ! _ 6" HYDRANT Ull -�li (llEli� I TELEPHONE I _ _ ..WATER MAIN 18" SQUARE x 6' (MINIMUM) THICK e J 7• 9" 92" 1"=2" G 1'-5' 2•-0" 2'-5" 3'-O" .i i ! . I I' G CLASS A CONCRETE CONCRETE BLOCK FOR SETTING •� i K 6" $•• B" 8'• ii II II — THRUST BLOCK HYDRANT. CONCRETE BLOCK TO BEAR O W CONCRETE SAND SALAMI -I I I -I I ::..: /per • (tom . -i I (-� LY.nw F -ITIS ON UNDISTURBED GROUND. Irtrt4J v nv n,.. BLOCK E s r. - 7 i_.—I 1 "Ti•!'--I•i- � — NOTA ANCHORING PIPE 6" MIN.LZAS 1f2"fFiCONCRETEI�'t -- OR EQUAL DIRECTED H 4" MIN GAS I i. ALL CONCRETE THRUST BLOCKS TO BEAR ON UNDISTURBED GROUND, BLACK 4` 2` B `3' t NOTES o 4', GTRQ 2. RODDING SHAH CONSIST OF TWO 3f4' THREADED STEEL TE RADS W97F3 NUTS AND WASHERS - HD/4 1. ALL CONCRETE TO BE CLASS A (3,500 psi). 4. ANCHOR AND THRUST BLOCK DIMENSIONS II� i, -_:t - COMPLETE WITH ALL NECESSARY AND REQUIRED CLAMPS, CAREFULLY AND THOROUGHLY Pyy, -11 ^I (- f ' COVERED WITH ASPHALT OR OTHER ACCEPTABLE CORROSIVE RETARDING MATERIAL IN SHOWN ARE MINIMUM FOR 100 psi WATER GENERAL, THE METHOO AND TYPES OF MATERIAL REWIRED IN THE INSTALLATION OF T 2. ALL ANCHOR AND THRUST BLOCKS TO .BEAR ON PRESSURE AND SOIL RESISTANCE OF 2 - T00% SAND CLAMPS AND THE ROOS SHALT. BE IN ACCORDANCE NTH THE LATEST NATIONAL FIRE ({ () UNDISTURBED EARTH. KIPS PER SQ FT. CONTRACTOR SHALL SECTION D -D 2 — 231b SAND SALAMI 5 POINT PLAN PROTECTION STANDARDS, D/4 ADJUST FOR OTHER CONDITIONS AND •+ .ti,NLl L 3. IN ALL. CASES SHOWN, MEASUREMENT 0 REFERS 3 ^" BUNDLING 3, HYDRANT DRAINS SHALL NOT BE CONNECTED TO OR WimIN TEN (10) FEET OF SANITARY SUBMIT FOR APPROVAL. E06224-8 PG 19 & 20 II II SECTION B—B TO THE INSIDE PIPE DIAMETER. 4 — STACKING TRENCH FIG. 2C & 2E SEWERS OR STORM DRAINS. 5, DIMENSIONS SHOWN ON THE ABOVE TABLES II 4. IF GROUND WATER IS FOUND WITHIN SEVEN (7) FEET OF THE SERVICE, HYDRANT DRAMS II ARE THE ABSOLUTE MINIMUM AND THE 5 — ENGINEERED TRENCHES ARE TO DE PLUGGED. WHEN DRAINS ARE TO BE PIUCGEO, THE BARRELS MUST BE PUMPED LL ii REQUIREMENTS OF THE CITY OF MAUMEE, DRY AFTER USE DURING FREEZING WEATHER. SUCH HYDRANTS SHALL BE IDENTIFIED WITH A!n�r DEPARTMENT OF PUBLIC SERVICE, DIVISION NOTE: A VISIBLE MARKING AS APPROVED BY NEW YORK -AMERICAN WATER COMPANY, NOTE������ OF WATER SHALL SUPERSEED.. 1. BOTTOM OF TRENCH 48" DEEP IN ROCK CONDITIONS. 4" SAND CUSHION REQUIRED. I NU ABUA BE GALVANIZED TELEPHONE, GAS, ELECTRIC19 HYDRANT INSTALLATION 2� CORRUGATED STEEL GUIDE RAIL. 1 APPROVED COMPACTED ACCESS MANHOLES SUBGRADE `"'--- DO NOT CUT LEADER (TYPICAL) PROPOSED FINISHED GRADE. FRONT VIEW OF TRASH RACK W { o INVEERTEDELBOO DIAMETER FLUSH WITH SIDEWALKE��� (2 ASPHALT CONCRETE REMOVE ENOUGH WHOLE BRANCHES TO REDUCE .- HOLES - SEE DRAWINGS tNY6DQT ITEM 4031701 FOLIAGE EN UG (ALWAYS PRUNE TO NODE OR ' (ALUMIN!z£D CMP) HALF INCH STEPS AT 12" O.C. zy _ SET INVERT ELEV. A? O O O O O O O O O 0 O 0 CR07CH, RETAINING NORMAL PLANT SHAPE. CAST IRON. OR GRIT & SEDIM T •I UREM GREASE £LEY. OF INFLOW & O O O O O O O O O 0 0 O i \/ \ \ SOLID END PATE { DO NOT CUT LEADER. COATEDSTEEL REMOVAL. Cn BER" REµ OUTFLOW PIPES �� / v, / ,. J O CNA O O O G O G O O O 0000 (BO NENDS) RASH ,\rT \\ \ /n WASHINGTON CONTRA/CONE (SEE NOTE A-2 A PATE EVE 1/2" O O O 110111, 0 G 1, TWO (2) STRANDS NO. 12 GAUGE 14 6 CAST IRON POLE DRAINAGE NOTES) O O O O O O O O 'i T rf' 5 GALVANIZED ANNEALED STEEL WIRE SINGLE 15OW HIPS (E-23 1/2) LAMP TOP s2CnON or GLOBE o o C o o G 0 o G o ( \ � \ \\�\ \; \ \ \ -`S REMOVABLE fat RELAMwNG. STORM INFLOW 3-6" ORIFICES o STORM OUTFLOW 0 0 0 O O O 0 0 O O O O' j / /�l/r rT�/ /\y /\\f / /j\l,.F 61 Y TWISTED IN NEW RUBBER HOSE. MOLOCAST PRESCOUTE CATALOG NUMBER ,SEE PAN FOR x (SEE PLAN FOR 8 INCH ORIFICES �� " � \ ® W C7614JAf64122-12-n2P-TELA S 5 O O O O O O O O O O O O O In ALAN REG TRASH RACK "1 12E ,PLAN 4' CRUSHED STONE BASE APPROVED COMPACTED Ivy TWO (2) STRANDS, DOUBLE WRAPPED OR APPROVED EQUAL. ELEV.) ELEV.)SUBGRADE ® DD W AND TWISTED T- CtRCLED WATERPROOF TREE WRAPPING REINFORCED CONCRETE i12" 2, STRUCTURE, DESIGNEb BOLTED ALUMINIZEDCSPCSP (HALF BAFFLE d PAPER 4 WIDE 50% OVERLAP -TIED FOR H-20 LOAOtNG SQlTEO TO CONCRETE BAFFLE WITH STOUT HEMPCORD AT TOP OF BALLAST MOUNTED WA W lA PROFESSIONAL BAFFLE NOA WALL NTH 6' 1, t f2' CAM. DAILY, ("} ENGINEER SHALL NATE: BOLT WITH NUT &WASHER NOTES: ``•^' O" w BALL AND AT HEIGHT OF SECOND CAST &UMtNUM NEC(. CERTIFY THE DESIGN) PERMANENT PORI SHALL ' Of m BRANCHES. LUMINAIRE 3f4" CRUSHED STONE 1. MINIMUM CROSS SLOPE SHALL BE 1/e' PER FOOT UNLESS Ir Uj PITCH AWAY FROM TREE TRUNK. SUBGRADE COMPACTED APPROVED 400 CUBIC FEET CONTAIN A OF OF OTHERWISE INDICATED ON DRAWINGS. • Q?- SECTION "A—A" STORAGE PER CONTRIBUTING U LL Z � a 2. THICKNESSES INDICATED REFER TQ COMPACTED MEASURE. z FORM 4" HIGH TOPSOIL LIP AROUND EACH ACRE. PRE -CAST CONCRETE BASE WATER LEVEL BAFFLE r 0 1'E' ;t TREE PIT TO FORM WATERING SAUCER. ORIF ICES DIAMETER LI_ C?Q PLANTING SOIL MIX: O a A TOP MEW T a 1 PART EXISTING SOIL -_� ASPHALTIC SIDEWALK '//`/�ry- q C)Q .--- --- --- -- ---+r- - - - -^ - _ -TRASH RACK 6" flIAMETEft ORkFiCE V J �/ -T > j TREE BAu.," s` 1 PART WELL ROTTED COMPOST A r '�i i - __ - i A - - - - HOLE THRU BAFFLE tv 5 1 PART TOPSOIL I u 1I i tee, i i k I B" L, 1/2- DIAM. Z C) T POUND SUPER PHOSPHATE FERTILIZER + li -vr+ I f ti l i i I I- 1 I I i GALV.. BOLT WITH PER TREE is* BOLT CIRCLE tz` ODM 11 + # (+ `-Ji I NUT & WASHER LII AxCNoa ea.r er+rar ; uI FOR SLOPE I_.tt, i I�/�' SEE PLAN CUT AND REMOVE BINDING FROM TRUNK AND AS MUCH BALL AS POSSIBLE. F II tI i 6" 1" BATTER CUT AND REMOVE BURLAP AT UPPER 1/3 SECTION 'A -A' i at + H RACK i OF TREE BALL. I _ 1, � , 2'-1Y DIAMETER _ _ Q RADIUS ------- ---------��-_______ ___.,_-__ TRASH I- Q OPENING NTH - i FINISHED PAVEMENT I I 111-11 4- I i 1-1 I I III TAMPED TOPSOIL MIX CUSHION rvV RTED ELBOWS I=1 1 1 1 GRADE. SEE PLAN i ISTRM OUTFLOW :,j I I I i 71—; { I ( I { I_ xANDHOLE (SEE P ANFOR ACCESS MANHOLES (TYP.) • I I +. I FEI I I 'A' 'A' LOCATION). (CRMPBELI FOUNDRY CO. FRAME &COVER 3-6 INCH GRIFlCES- _ CEDAR STAKES, MIN. 3" DIA., LENGTH w NO• I1048 OR APPROVED EQUAL) STORM INFLOW SECOND CHAMBER I=III I I VARIES. 3 STAKES 0 120 DEG. PER MAJOR TRASH RACK DETAIL I.—I (I i 12" VARIES i2" TREE. STAKES SHALL CLEAR TREE BALL. E PLAN VIEW III III PAVEMENT 6mTP GROW 3-6" DIAMETER t 1/2" PVC 90 DEDREE SEND 4'-0" ORIFICES _ VIII = tIIill+ii�1i!�11 INSTALLED IS DIRECTION BEGUILED FOR 1111�—{! SERMCE ENTRANCE SIDE VIEW OF BAFFLE NO.1 ANCHOR BOLTS (4) q`4 (I I.I.)DIAMETER 3[,- NOTES. FACE OF LENGTH: 2, ,^ m UO ENO PLATE 1. TNSTALL 1f2` PREMOlDEO BITUMINOUS 101 1� I=I 11 ! (11 CLASS A CONCRETE PROVIDE 3 LAYER -MULCH PLAN 3. LENGTH OF CURS SEGMENTS A GLosU s SAUCER AT ALL TREE PITS OR OVER ENTIRE TREE BED. LIGy7 STANDARD ELEVATION ORNAMENTAL POLE BASE 2'-O z' -o' z -D' 2'-0~ TABLE OF DIMENSIONS MAY BE VARIED BUT SHALL NOT BE LESS COPYRIGHT(D 1998 by Jahn Meter C-SAtb9 NTS THAN FOUR (4) FEEL FRONT VIEW OF BAFFLE NO.1 �!z/ss ., 4. WHEN CONCRETE PAVEMENT. TO XPAN90 OR "°'"O;'°1 E""'"9 w"°W"Aibi�r a, �TM ^t': 96124 CGffCRETE PAVEMENT, MA7CH EXPANSION JOINTS. aarN,n: DET2 neuac AIL. DECIDUOUS TREE PLANTING LIGHTING STANDARD `�� WATER QUALITY INLET STRUCTURE (OiL GRIT SEPARATOR) 23 CONCRETE CURB �� SP--% 21 ��- CLASS A CONCRETE 2"-- (3500 PSI) 'r w N o O O 0 Q f1 O O O Goo O O O O OO O O OO O 0 4 0 0 0 0 0 G'O O O O O O CO WELDED TO EACH END - WATER WET QUALITY STORAGE STRUCTURE PROVIDED W D - _-- A B Hi. enrre,a,Un ann�a Esc , A" ece,. t -,-i 1 i� , ,! , I 1 (3, ODU YSi) 2. INSTALL CONSTRUCTION JOINTS \\ MID -WAY BETWEEN EXPANSION JOINTS 3T \- APPROVED COMPACTED NOTE: A5 SPECIFIED OVER ENTIRE WATERING J_L..- iiv ,11I � ALUMINIZED CSP HALF ROUND SO THAT LENGTH OF CURB SEGMENTS WILL BE TEN (10) FEET. SUBGRADE r RE WQS-1 BOO C.F. TO' -0" W-0" 10'-O^ v-crl MM JM WQS-2 800 C.F. I 10'-0" 4'-0" 70'-0" 5'-0' 7'-3" PROVIDE 3 LAYER -MULCH PLAN 3. LENGTH OF CURS SEGMENTS A GLosU s SAUCER AT ALL TREE PITS OR OVER ENTIRE TREE BED. LIGy7 STANDARD ELEVATION ORNAMENTAL POLE BASE 2'-O z' -o' z -D' 2'-0~ TABLE OF DIMENSIONS MAY BE VARIED BUT SHALL NOT BE LESS COPYRIGHT(D 1998 by Jahn Meter C-SAtb9 NTS THAN FOUR (4) FEEL FRONT VIEW OF BAFFLE NO.1 �!z/ss ., 4. WHEN CONCRETE PAVEMENT. TO XPAN90 OR "°'"O;'°1 E""'"9 w"°W"Aibi�r a, �TM ^t': 96124 CGffCRETE PAVEMENT, MA7CH EXPANSION JOINTS. aarN,n: DET2 neuac AIL. DECIDUOUS TREE PLANTING LIGHTING STANDARD `�� WATER QUALITY INLET STRUCTURE (OiL GRIT SEPARATOR) 23 CONCRETE CURB �� SP--% 21 l 2 L 2 L =FULL LENGTH 3.000 PSI CONCRETE PIPE ANCHOR - q d ry APPLY ASPHALT EMULTIpN JOINT SEALER. t-5 t6" 6 ., $ - o' R N TRENCH WiDiH �a MIN. � SEWER OR _ DRAIN + SEWER OR DRAIN m " u WATER MAIN ro z d•—...�.. a f# 4 0 4 4 1-#4 BAR EACH SIDE yA ? 6" Q e ,p 'd 8`.DIA. DIP 4 a III m m C fX15TYlC Pg41FF£ilT 3-i 2� FINISHED GRADE WATER MAIN �8" 4 4181, CROSS SECTION -� Lj2 Lfz t-1 2 TOP COURSE L R FULL LENGTH n 7 s9a A4 am OAR WA7E"R AIAtN ,�� _ F __ a i o ` i G fe MATERIA4. PLANT MIX ASPHALTIC CONCRf:IE SIGN FACE (SEE TRAFFIC SIGN TABLE) L/2 L,12 L =FULL LENGTH � �4 0 4 d I'• MIX/ITEM: i 6F, ITEMt %{93.1707 APPROVED BAIXFlU. / MATERIAL COMPACTED W 3-7jYBASE COURSE 6' UFTS OR CONTR011EO DENSITY BACKFILL (K-CRETE MATERIAL: PFAT MIX ASPHALTIC CONCRETE OR APPR0VE0 EQU j /ITEM: TYPE 3, 11EL1 SW 4 I• °ooh GALYAN12E0 BOLTS N7?H LOCK WASHERS o AND NUTS 5/16" OCA. o 10•-O" MINIMUM +' WATER MAIN + WATER MAIN z SEWER "_ o Q I } Q 4 4 ii . a o ° 44 SD d 4 .. , a, ( 4 I 4 4' R w W MA7GH SUBBASE COURSE (MINIMUM 4" THICK) 'y °ol 2'-0" MIN. WATER MAIN OR ... DRAIN SEWER OR GRAIN —® 0 6* 4p7 �� r• �� ^� 1 4 z MATERIAL: AGGREGATE O +. 6 de ! .4 40 4 - MINIMUM MIX/ITEM: TYPE i, ITEM .OS + (SEE NOTES i & 2 BELOW) L FULL I L%2 L/2 I t op ttt LENGTH SEWER OR DRAIN WA M? MAIN OtER 52Tf£JP A4 AfAfN „} FION ap n 6" `s' c� °jIj 3 3VA a SELECT BACKFILL (SAME AS BEDDING^f HORIZONTAL SEPARATION VERTICAL SEPARATION ` MATERIAL) °n TYPICAL SAND BEDDING Das D.D. o NOTES: (Ho zmtot sepomttm) NOTES: (Ycrt tn/ Sepn otlm) a ililil IN ALL ROCK TRENCHES AND ALSO FOR PVC °o� 1. WATER MAINS SHALL BE WD AT LEAST 10 FEET HORIZONTALLY FROM ANY EASING OR PROPOSED t, NORMAL CONDITIONS SEWER OR DRAIN UNES. SHOULD LOCAL CONDITIONS PREVENT A. LATERAL SEPARATION OF 10 FEET, A PIPE IN EARTH TRENCHES. E WAFER IS t ENCOUNTERED IN GALVANIZED STEEL ( CHANNEL POST, 3A'jlF WATER MAIN MAY BE LAID CLOSER THAN 10 FEET TO A SEWER 1F (1) 17 IS LAID IN A SEPARATE WHENEVER A WATER MAIN MUST CROSS OVER OR UNDER A SEWER OR DRAIN, THE PIPES SHALL BE LAID TRENCH OR IF (2) IT IS LAID IN THE SAME TRENCH WITH THE WATER MAIN LOCATED AT ONE SIDE ON TO PROVIDE. A YER7{CAL SEPARAFFpN $E7WEEN THEM OF AT LEAST TB INCHES, AS MEASURED FROM THE A BENCH OF 111 DUCTILE IRON PIPE SEWER TRENCH, BEDDING ( CURB UNDISTURBED EARTH AND IF IN EITHER CASE THE ELEVATION OF THE CROWN OF THE SEWER BOTTOM OF THE HIGHER PIPE TO THE CROWN OF THE L07YfR PIPE. OR DRAIN IS AT LEAST 18 INCHES BELOW THE BOTTOM OF THE WATER MAIN. MAIN MATERIAL SHALL BE SIZE N. CRUSHED STONE. FINISHED GRADE PAVEMENT 2, UNUSUAL CONDITIONS 2, WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL SEPARATION, AS STIPULATED ABOVE. THE SEWER OR DRAIN SHALL BECONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO THE WHEN CONDITIONS PREVENT A VERTICAL SEPARATION OF 18 INCHES, THE SEWER SHALL BE CONSTRUCTED v PROPOSED UTILITY PIPE STANDARDS FOR THE WATER MAIN AND SHALL BE PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR OF MATERIALS AND W.TH JOINTS EQUIVALENT TO WATER MAIN STANDARDS AND SHALL Sr. PRESSURE TO BACKFILLING. TESTED TO ASSURE WATER TIGHTNESS PRIOR 70 BACKFILLING, • L ;' % :' I 3 WATER MAIN CROSSING LINGER SEWERS Wj APPROVED COMPACTED SDBGRADE ' WHERE ROCK IS ENCOUNTERED IN TRENCH BOTTOM, UNDERCUT MINIMUM OF 6` a A. VERTICAL SEPARATION OF 18 INCHES MUST BE PROVIDED. �\\`\/� WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN TRENCH BOTTOM. UNDERCUT AS DIRECTED BY OWNER'S FIELD REPRESENTATIVE, I B. OF JO ATE STRUCTURAL SUPPORT MUST BE PROVIDED FOR THE SEWER TO PREVENT EXCESSIVE DEFLECflON OF JOINTS AND SETTLING. >\ \ \\ UNDISTURBED EARTH / p C, FULL LENGTH OF WATER PIPE MUST BE CENTERED AT THE POINT OF CROSSING: NO JOINTS WILL BE PERMITTED AT THE POINT OF CROSSING. P 0. SEWERS MUST BE CONSTRUCTED OF MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS AND PRESSURE TESTED. ��/\f/��f�� ! f / W +� Li Lj G Lj NOTES ��+y � �" 4. THICKNESS INDICATED REFERS TO COMPACTED MEASURE. APPROVED COMPACTED SUBGRADE �_L TION SECTION iP£ Q Q d LL_as �V o TRENCH PAVEMENT REPLACEMENT �� TRAFFIC SIGN POST SEPARATION OF WATER AND SEWER f DRAIN LINES? SANITARY PIPE ANCHOR DETAIL 2$ '�' t3 T• 0a PIPE DIA. TOP HALF OF EXISTING SEWER CUT AWAY EXISTING SEWER MAIN AS iy v LLI MAIN TO BE CUT AWAY FOR FULL REQUIRED FOR NEW SEWER INVERT LENGTH OF MANHOLE INVERT fI] NEW SEWER MAIN 4'-0" ( TEEL CH NE PRECAST CONIC, BASE SECTION 4. RIP—RAP ePOURED IN PLACE o BASE (4,000 P.S.I.)CONCRETE 12" MINIMUM GRAVEL BASE CLOSE OPENING IN RISER 80 NTH CLASS 'A' CONCRETE A—A (4.000 PSI) WJBITUMASTIC PLAN EXIST. COATING O FORM NEW SHELF TO ACCOMODATE INCOMING MI SEWER f --SIDE SLOPE I mA m _0 s NEW SEWER MAIN A (( ( A k ELEVA-flON (_ ARRANGE RIP—RAP IN FIELD �--SIDE SLOPE0 CREATE VELOCITY DISSIPATION :{ ` EFFECT AS SHOWN �-----END SECTION PIPE DIA. • _E7/3 I;I DOUBLE O—RING. SEALS NOTES: 1, TO BE USED AT CONNECTION OF NEW SEWER TO EXISTING SEWER. NOTE: 2. DOG HOUSE STYLE MANHOLE PIAN 10,_0. J BASE SHALL BE SIMILAR TO STONE OBTAINED FROM THE SITE EXCAVATION WHICH r /�s�ry CONFORMS TO THE SPECIFICATIONS ATI(N3S SE\i nON STANDARD MANHOLE IN EVERY RESPECT EXCEPT AS SHOWN ON I MAY BE USED AS RIP—RAP. THIS DETAIL. CONCRETE RP--RAP APRON/ENERGY DISSIPATORPRECAST 29 30 X X DOG HOUSE MANHOLE z_ o J .F V) 1 5;W i� IL O Q 7x1 Z ZV)Qo Ofo mm b z NO j,j O 0NQ ®� V t 4 N� Z Q U Ld 416 :,Ng �gd x"m_JM iI MM x�c NTS s 8/3j98— 96124 in> Az A[Wr n: DET3 X X X X-1 �SP-8 RX-ro 24( 22( DATUM ELEV 1100.00 2 DATUM E 190.04 A.D. = -15.21 X = 21.36 N STA - 0+67 PM ELEV - 240,95 &D. = -5ZO K = 9.09 SOW vc to P, I A 'Alit 1,00, 0 AVO _j 240 220 MAXIMUM SLOPE SLOPE I' PER FT. LEVEL CONCRETE CURB W PROVIDE FILTER FABRIC AS DIRECTED By VILLAGE ENGINEER 4" DIA, PERFORATED PIPE AS DIRECTED BY VILLAGE ENGINEER 3/4" CRUSHED STONE AS DIRECTED By VILLAGE ENGINEER NOTES: 1. THICKNESSES INDICATED REFER TO COMPACTED MEASURE. Z ITEM NUMBERS REFER TO; NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS MAXIMUM SLOPE 6-0" SLOPE I' PER FT. /4' PER FT. CONCRETE CURB 1-1 FINE WEA R N COURSE MATERIAL: ASPHALT CCONCRETE, TYPE 6F MIX/ITEM: TIT r BINDER COURSE MATERIAL: ASPHALT CONCRETE, TYPE R �} MiX/ITEM: 4�1 BASE COURSE MATERIAL: ASPHALT CONCRETE. TYPE I MIX/ITEM: SUBBASE COURSE MATERIAL: MIX/ITEM: NYSYFOT ITEM 364.02 ROADWAY PAVEMENT CROSS SECTION PVI STA - 7+10.33 PIA ELEV = 238.00 A.D. = -2.22 HIGH POINT ELEV = 245.10 HIGH POINT STA = 9+77.16 PA STA - 10+47.16 PVA M - 248,10 A.D. -1100 K = 20.00 90 MN vil LOW POINT M = 251.37 HIGH POINT ELEV - 253.15 LOW POINTSTA - 0+42 HIGH POINT STA = 1+60.68 PV STA = 0+49,50 M4 STA - 1+37 PVI m - 250.92 PM my - 253.55 A.D. = 5.00 A.D. -4.07 K = ISM K=24.56 99 240 220 K - 44.9-9 I T -------------- 60 loo.w vc aN.4417MX71f0 AZ f,RA)7,W 6P 47,9/7&W TO A RAO MM, btAfiXVC thr ZW Or A PR0Ff557*V4Z fAWZYNEER CP — ---------- 96124 OR A 02-N.TV LAND VRW?OP IS A WRAAW Or ftU ,qTno)v 7109 !v 171f Nfly raw JPVC4,705V JAW PROM EXCEPT AS P,97 TC116W 710$ SUB-lyo9af Aur ooerrc R P 11 - ----- — -- -------- to P, I A 'Alit 1,00, 0 AVO _j 240 220 MAXIMUM SLOPE SLOPE I' PER FT. LEVEL CONCRETE CURB W PROVIDE FILTER FABRIC AS DIRECTED By VILLAGE ENGINEER 4" DIA, PERFORATED PIPE AS DIRECTED BY VILLAGE ENGINEER 3/4" CRUSHED STONE AS DIRECTED By VILLAGE ENGINEER NOTES: 1. THICKNESSES INDICATED REFER TO COMPACTED MEASURE. Z ITEM NUMBERS REFER TO; NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS MAXIMUM SLOPE 6-0" SLOPE I' PER FT. /4' PER FT. CONCRETE CURB 1-1 FINE WEA R N COURSE MATERIAL: ASPHALT CCONCRETE, TYPE 6F MIX/ITEM: TIT r BINDER COURSE MATERIAL: ASPHALT CONCRETE, TYPE R �} MiX/ITEM: 4�1 BASE COURSE MATERIAL: ASPHALT CONCRETE. TYPE I MIX/ITEM: SUBBASE COURSE MATERIAL: MIX/ITEM: NYSYFOT ITEM 364.02 ROADWAY PAVEMENT CROSS SECTION PVI STA - 7+10.33 PIA ELEV = 238.00 A.D. = -2.22 HIGH POINT ELEV = 245.10 HIGH POINT STA = 9+77.16 PA STA - 10+47.16 PVA M - 248,10 A.D. -1100 K = 20.00 90 MN vil LOW POINT M = 251.37 HIGH POINT ELEV - 253.15 LOW POINTSTA - 0+42 HIGH POINT STA = 1+60.68 PV STA = 0+49,50 M4 STA - 1+37 PVI m - 250.92 PM my - 253.55 A.D. = 5.00 A.D. -4.07 K = ISM K=24.56 99 240 220 K - 44.9-9 RA 60 loo.w vc aN.4417MX71f0 AZ f,RA)7,W 6P 47,9/7&W TO A RAO MM, btAfiXVC thr ZW Or A PR0Ff557*V4Z fAWZYNEER CP — ---------- 96124 OR A 02-N.TV LAND VRW?OP IS A WRAAW Or ftU ,qTno)v 7109 !v 171f Nfly raw JPVC4,705V JAW PROM EXCEPT AS P,97 TC116W 710$ SUB-lyo9af Aur ooerrc R P 11 - ----- PA. $1 SIM- -- — — ------ 3j ----- -------- ....... A 2iuz- —.lw ve - ----- ol MOSED GRADE ------ SIR 20' 3.1 4 DO --N11- -- - --------- — --- ----- - 85 8_S IS .6 ticJ 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 (44-00 in-tnn i l) -L f)f) 11 nn I A i r%f) MAK 260 240 220 200 RA aN.4417MX71f0 AZ f,RA)7,W 6P 47,9/7&W TO A RAO MM, btAfiXVC thr ZW Or A PR0Ff557*V4Z fAWZYNEER CP 07/02/97 96124 OR A 02-N.TV LAND VRW?OP IS A WRAAW Or ftU ,qTno)v 7109 !v 171f Nfly raw JPVC4,705V JAW PROM EXCEPT AS P,97 TC116W 710$ SUB-lyo9af Aur ooerrc R P 11 m 240 220 m 24C wo KGTI 18C 0+00 1+00 2+00 3+00 4+00 5+00 SMH A-9 TO A-6 GREEN COURT (WEST) '14 Q+\ 0 m m m 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SMH B-5-2 TO B-1 STARWOOD ROAD (EAST) 7fm 240 220 mm a -M mm gm 240 KM 200 0+00 1+00 2+00 3+00 4+00 b+Qu b+uu SMH B-8, TO SMH B-5 GREEN, COURT (EAST) SUH A -6-2 TO EX. I I STARWOOD ROAD (WEST) �el MNAIMORIZO Al ITRA AM W AXV170V M A MAP WARM Mt MAL 0,' A PWESSIMAZ tArWRIR CA OR A LIMAMP 1,4AV 5URICYOR 15 A XaAMN a' &lCj)*V ZFV9 OF ME NEW YVK MCA flOIV I A W llXalFr AS PER VC116W MY, SVR-DlV-%W Z MPYRIGHT0 1998 by J*m MqK CmWthg w- ------- ----- EXISTING GRADE PROPOSED GRADE .?97 4 Vc ®1677, 58 LA 9- PVC SAN. @ 6.69% 132 L" pvc SAN '__le MINIM6M rt CLEARANCE 25 85 L.F.';8" PVC SAN. 6 5.957 �4 L.F. 8: FVC, SAN. 10.0 SAN, Ok D k3 8' PVO SAN. 0 20.00� — 07 L.F. PROPOSED SEWER E71 ANCHOR (TYPI) (SEE DETAIL J&) I M;S EXISTING C SANITARY CONSTRUP MANHOLE 01 tER i EXX 8 ANITARY'SEWER 0+00 1+00 2+00 3+00 4+00 5+00 6+00 SMH B-5-2 TO B-1 STARWOOD ROAD (EAST) 7fm 240 220 mm a -M mm gm 240 KM 200 0+00 1+00 2+00 3+00 4+00 b+Qu b+uu SMH B-8, TO SMH B-5 GREEN, COURT (EAST) SUH A -6-2 TO EX. I I STARWOOD ROAD (WEST) �el MNAIMORIZO Al ITRA AM W AXV170V M A MAP WARM Mt MAL 0,' A PWESSIMAZ tArWRIR CA OR A LIMAMP 1,4AV 5URICYOR 15 A XaAMN a' &lCj)*V ZFV9 OF ME NEW YVK MCA flOIV I A W llXalFr AS PER VC116W MY, SVR-DlV-%W Z MPYRIGHT0 1998 by J*m MqK CmWthg Z 25 vfK d' M w <M<8 O 0 x zo >- 0 O-Ziid 0 ■ uj 0 0 (f) F Er Ui W? M in :D ui c0 IV) 0 o LLJ V) LL- zw -0,0 cr- C-4 01 Of a LLJ V) afe 07/02/98 96124 SITE ss -1 vull Mus 220 200 180 240 220 Cl F-2 TO EX. Cl 41 OLD OAK ROAD mus 220 M m ME me m '160 160 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 Cl C-14 TO MH C-3 GREEN COURT (EAST) 0+00 1+00 2+00 .5+00 4+00 o+uv O+UV /-Vv orw Cl E-12 TO HW E-1 GREEN COURT (WEST) 160 140,#.-4-4_.4._ 4 -4-4— 4 F]140 co 0+00 1+00 SUBSURFACE S TORY WA TER MANAGEMENT SYSTEM TO MH C-1 STARWOOD ROAD (EAST) TaN WE MR 0+00 1+00 2+00 Cl E-4-2 TO MH E-4 STARWOOD ROAD (WEST) V WAj1jH6W2f,7Aj ICRA119V 0? 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MAPS r / BONWIT ROAD +--rt� , \zo- m i / LIMIT 4F DISTURBANCE LEGEND En �0 ti_ z o C4 O <8*t SUBDIVISION ROADWAY % LL 0 80 .® . ,_„_,._.,� INFRASTRUCTURE DISTURBANCE APPROXIMATE TOTAL: 4.62 ACRES � Ns LIMiT OF BUILDING -------------- CONSTRUCTION DISTURBANCE APPROXIMATE TOTAL: 7.60 ACRES Ra ,na y, 1._5, utc• 11 24 97 96124 lsn.errris: SITE ' aarrc•un; UNA11111O JIf0 AL 9IM1*1 111 A001"V TO A MAP y ,kM 11eyx Calwithg B£AR1NG 7N£ 5£AL OF A PXQ`"E551GWAt ENGNEfR �.r GW A i1Z1V EO tAM9 SURICWR 6A WaAMN THE 07' '^''^ °°'nft1^.•rte• '"' """"` ZCMV 7209 Of NEW YORX MICA t101V LAN; 'ter � ��' � m EXCXPJ AS PYR SiCT1QN T?O2 SUB-f#NS+GSY 2 ""°'� rd"�"` �A� "'b'� ol MAI 011 Lffl� ml ps IMNI mom 11-7 _jrfj&,--w7 WMm-F; I MA L IMPA C T A / VA L YSIS sc&c. 1, = M* 12e 0 PROPOSED CIMMINJ PLANINGS SOM CoNc WV D�UW 1) M MME 5 J� 20, x A =J4. J� CoNc APRkOXIMA Tf Z OCA TION -e GA5 MAIN PER CON- ED PL A Tf -5 240 220 200 180 160 I IBM .... ...... :��Low;i�iiAWN U+UU I I, L/U SIGHT LINE SEC77CVV f ROM CORNER OF NORTH RIDGE SIREET & BErSY BROW ROAD SM70W "A - A 0 sXE: I'- M' thodmtal & Veqkd) ,lb M, p It'll, 240 220 200 180 160 WSUA L IMPA C T A / VA L YSIS WAUMMM9.4Z 7FRAPaV a? AMMI&V 70 A AMP 'ARINC N, 5C.41 0",4 RROIrS, ,70VA ENONOR OR OR A tAXN&1,9 �ADWRW�VR 15 A OOLAAW a' ,irCMV .7� "29, 'r Nf NEW YWK JWCA 170V I A W gge" AS "ER zcnow ;7m, A18-lopwav 2 ft9DW%m&a= I s4 4g9 L4 42 213.75 , r - 24 L.F. 15" ST, 9,'1,009, US ARMY CORPS OF ENGINEERS SPECIAL CONDITIONS (A) The permittee shall provide to this office annual reports on the status of the mitigation activities, prepared during the growing season, no later than August 15 in each of the following five (5) years after initiation of the activities authorized by this letter. These reports shall include the following at a minimum: I. All plant species, along with their estimated relative frequency and percent cover, shall be identified by using plots measuring 10 feet by 10 feet with at least one representative plot located in each of the habitat types within the mitigation site. The location of each plot shall be identified on the plan view drawing. H. Vegetation cover mops, at a scale of one inch equals 50 feet, or larger scale, shall be prepared for each growing season. iii. Photographs showing all representative areas of the mitigation shall be taken at least once each year during the period between June 1 and August 15. iv. Surface water and groundwater elevations in representative areas of the mitigation site shall be recorded twice a month during April through October of each year. The location of the gauge shall be shown on the plan view drawing.. (B) The permittee shall ensure that oil plantings of each individual species in conjunction with the mitigation effort shall have on eighty—five (85) percent survival rate and the wetiond creation areas shall have on eight—five (85) percent coverage of hydrophytic plants (those with a regional indicator status of FAC, FAC+, FACW+J—, or OBL in the "National List of Plant Species That Occur in Wetlands, Northeast [Region IT published by the U.S. Fish and Wildlife Service) which must be met or exceeded for two consecutive years following the initial planting/seeding phase. (C) The permittee shall ensure that no mowing of the mitigation area shall occur. (D) The permittee shall undertake the grading and seeding/planting associated with the mitigation effort concurrent with the discharge of fill material into waters of the United States authorized herein. EXISTING TREE LEGEND Ah ,_..._....... AS+1 Re ..........,.». dEFGII Lfa»._...._. __ A '' l `_'l j SHADE TREE i SHADE TREE CONIFEROUS TREE WETLAND GRASSES (E) The permittee shall undertake the authorized filling activities in a manner aimed at reducing impacts upon the general environment. In addition, the permittee shall not stockpile fill or other materials in a manner conducive to erosion, or in areas likely to cause high turbidity runoff during storm events. All exposed soils shall be re—vegetated in a timely manner to further reduce potential effects, (F) The permittee shall assume all liability for accomplishing the corrective work should the New York District determine that the compensatory mitigation has not been fully satisfactory. If the New York District does not find the mitigation satisfactory. if the New York District does not find the mitigation satisfactory, an extension of monitoring time may be required to cover any necessary remedial work. (G) The permittee shall dedicate a 1.82 acre area in the northwestern portion of the property to the Village of Rye Brook for the Village's use as a recreational area. This determination covers only the work described in the submitted material. Any major changes in the project may require additional authorizations from the New York District. Care should be taken so that construction materials, including debris, do not enter any waterway to become drift or pollution hazards. This verification is valid until December 13, 1998, unless the nationwide permit is modified, suspended or revoked. If the nationwide permits are suspended, revoked, or modified in such a way that the activity would no longer comply with the terms and conditions of a nationwide permit, and the proposed activity has commenced, or is under contract to commence, the permittee shall have 12 months from the dote of such action to complete the activity. I i TREE PROTECTION X TREES. TO BE REMOVED 00 MR MIN WX SILT FENCE TREE LIST DESIGNATION SHADE TREES 4 Ar Acer A*,n/ be 2' - 2 112' Ca: Red AWle 11 Or aw�'s brveks/ bw 2' - 2 1/2' Cw: Red Oak DESIGNATION SHRUBS 26 At wwwrri plkcraw ''t t"My BA,9 21/2' - 3' h1 AcwEJeAe 14"Um 9 Ac AmdWdWff amoGerin&I bw 21/2' - 3'ht. A44blow (A-Uhlam) WETLAND TOTALS PLANT LIST EXISTING PROPOSED WETLANDS AREA 30,100 SF (0,89 Ac,) 17,576 SF (0.40 Ac) WOOF bw ............... &ALYi #&WT Ct ............... CATALPA E ...... LLAT if ....._.... fTR G ............... 6wo H ..,..w....... I#ao?Y He ............... XAY.SL' tWff NNT L ............... LAw)£N dt....,»......... MAPLE 0 ,........- OAK P ............... Pff R ...»,......... POP" Sg .... ... Spf£T12A11 SP ............... "M'X Sy...........,.. SYr;AMQ4'E Tu .............. 1UL1P W .............. MLLOw __ A '' l `_'l j SHADE TREE i SHADE TREE CONIFEROUS TREE WETLAND GRASSES (E) The permittee shall undertake the authorized filling activities in a manner aimed at reducing impacts upon the general environment. In addition, the permittee shall not stockpile fill or other materials in a manner conducive to erosion, or in areas likely to cause high turbidity runoff during storm events. All exposed soils shall be re—vegetated in a timely manner to further reduce potential effects, (F) The permittee shall assume all liability for accomplishing the corrective work should the New York District determine that the compensatory mitigation has not been fully satisfactory. If the New York District does not find the mitigation satisfactory. if the New York District does not find the mitigation satisfactory, an extension of monitoring time may be required to cover any necessary remedial work. (G) The permittee shall dedicate a 1.82 acre area in the northwestern portion of the property to the Village of Rye Brook for the Village's use as a recreational area. This determination covers only the work described in the submitted material. Any major changes in the project may require additional authorizations from the New York District. Care should be taken so that construction materials, including debris, do not enter any waterway to become drift or pollution hazards. This verification is valid until December 13, 1998, unless the nationwide permit is modified, suspended or revoked. If the nationwide permits are suspended, revoked, or modified in such a way that the activity would no longer comply with the terms and conditions of a nationwide permit, and the proposed activity has commenced, or is under contract to commence, the permittee shall have 12 months from the dote of such action to complete the activity. I i TREE PROTECTION X TREES. TO BE REMOVED 00 MR MIN WX SILT FENCE TREE LIST DESIGNATION SHADE TREES 4 Ar Acer A*,n/ be 2' - 2 112' Ca: Red AWle 11 Or aw�'s brveks/ bw 2' - 2 1/2' Cw: Red Oak DESIGNATION SHRUBS 26 At wwwrri plkcraw ''t t"My BA,9 21/2' - 3' h1 AcwEJeAe 14"Um 9 Ac AmdWdWff amoGerin&I bw 21/2' - 3'ht. A44blow (A-Uhlam) WETLAND TOTALS PLANT LIST EXISTING PROPOSED WETLANDS AREA 30,100 SF (0,89 Ac,) 17,576 SF (0.40 Ac) BUFFER 106,650 SF (3.30 Ac,) OR 0 SF* 65,119 SF (1.49 Ac) AREA Andropogon virginicus / Broomsedge * CURRENTLY NO FUNCTIONAL BUFFER EXISTS ON-SITE SINCE WETLAND AND ADJACENT AREAS ARE CONTINUALLY MAINTAINED. LANDSCAPING PLAN NOTES ALL PLANT MATERIAL AND METHODS OF INSTAUA71ON SHALL CONFORM TO THE AMERICAN AMATO OF NURSERYMAN, AMERICAN STANDARD FOR NURSERY STM, LATEST EDITION. Ali AREAS OF INE SITE NOT OCCIPIED BY BUILDING OR PAVEMENT AND NOT SPECIFIED AS BEING PLANTED WITH TREES, SHRUBS OR GROUND COVER SHALL LE LAIN, ALL PLANTING BEDS SHALL BE MULCHED WATH A MINIMUM OF 3' OF BARN CHIPS. THE LANDSCAPING ARCHITECT SHALL INSPECT ALL PLANT MATERIAL AT THE SOURCE BEFORE IT IS DELIVERED TO THE SITE. THE FINAL LOCATION OF THE SHRUB: TREE AND WETLAND PLANTING, WHICH ARE REFERENCED TO THIS NOTE. WALL BE DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT, AFTER THE EXISTING VEGETATION HAS BEEN CLEARED TO THE LIMIT OF DISTURBANCE SOUNDRY AND FINAL REGRADING HAS BEEN COMPLETED. WETLAND U/TIGA TION PLANT LIST PLANT AMOUNT WETLAND PLANT PLANTING RATE t,000 Agcosfis olbo / Redtop 6 O,C, MINIMUM GROUP OF 100 Andropogon virginicus / Broomsedge Corex crinito J Fringed sedge Carex lurido f Lurid swigs Carex stricto J Tussock sedge Osmundo chnomarneo / Cinnamon fern Pgnicum virgotum / switchgross Gl}cerio striato f Fowl memo grass Juncus etfusus f Soft rush SOP- pungens / Three square Scopus vaidus / Soft stem bulrush 1,000 Eupotadum purpureum / Sweet joe-pye weed 12 D.C. MINIMUM GROUP OF 25 Iris verstcdor / awe flog LobelW mrdincl'is / Cardinal flower Verbena hostato J Blue vervoin Lobelia sphiiitica J Great blue lobelia Onodea sensibilis J Sensitive fern NOTE: ALL WETLAND PLANTS SHALL BE SEEDLINGS & PEAT POTS. MAM ORM9 Al aRA770N 04 AD0177CV TO A MAP 6FAW6vC THE .YAL LY' A PR.r€SYMAL FNO&HR {fit' 0? A LLC€NSEO LANG SUR4£YGW /$ A MAW# O£ SEC710N 7?09 OF NE MW YORK EOUCABON LAN; €XaPT AS PFR S£ChLW 7109, SUB-9WWM 2 GENERAL NOTES 1. TOPOGRAPHY DEPICTED HEREON IS BASED ON A FIELD SURVEY COMPLETED ON APRIL 9, 1996 BY KENNETH B. SALZMANN, LAND SURVEYOR, ARNOOC, N.Y. 2 ELEVATIONS ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM, (NGV D) 1929, AS TRANSFERRED FROM W£STCHESTER COUNTY DPW BENCH MARK 29. AN 'L CUT ON THE S.E. CORNER OF THE CULVERT ON THE SOUTH SIDE OF BETSY BROWN ROAD, ELEV. 133.07 FEET, 3. PROPERTY LINES DEPICTED HEREON ARE APPROXIMATE, BASED UPON MONUMENTAI ON FOUND RELATIVE TO MAPPING ON FILE AT THE COUNTY CLERICS OFFICE, SAID PROPERTY LINES ARE SUBJECT TO THOSE FACTS 4M{ICH A SEARCH OF TITLE AND SURVEY MAY REVEAL. 4. ONLY TREES WITH A DIAMETER OF 10 AND LARGER AND THOS SMALLER TREES MICH THE SURVEYOR DEEMED SIGNIFICANT, ARE SHOWN. DIAMETERS ARE ESTIMATED AT BREAST (0) HEIGHT SYMBOLS ARE INTENDED TD DEPICT THE LOCATION OF THE TREES AND ARE NOT TO SCALE 5, ALL COSTING PAVEMENT AND CURB ARE ASPHALT CONCRETE, UNLESS NOTED OTHERWISE 6. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER PHYSICAL FEATURES FOUND, RECORD INFORMATION OBTAINED FROM AND MARIONGS PLACED BY UTUTY COMPANIES.. THE LOCATION OF SOME WATER AND GAS LATERALS ARE INCOMPLETE OR NOT SHOWN. IRRIGATION SYSTEMS AND OVERHEAD WARES ARE NOT SHOWN. THE LOCATION OR COMPLETENESS OF UNDERGROUND INFORMATION CANNOT BE GUARANTEED. CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO BEGINNING EXCAVATION OR CONSTRUCTION. 7. ALL EASING SIDEWALKS CURBS, PAVEMENT A ETC. DISTURBED DUE TO PROPOSED STORM SEWER IMPROVEMENTS ARE TO BE REPLACED WITH MATERIAL CONSISTENT YAM EXISTING CONDITIONS, AND IN ACCORDANCE WAIN AUiHORUIIIES HAVING JURISDICTION. & IF BLASTING IS NECESSARY, BLASTING PROCEDURES SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE AND VILLAGE OF RYE BROOK BLASTING REGULATIONS. 9. ELEVATIONS OF SERVICE UNE CROSSINGS AS SHOWN IN THE PROFILES ARE ASSUMED ELEVATIONS CONTRACTOR WILL BE REQUIRED TO LOCATE ALL SERVICE LINES TO BE CROSSED BY THE PROPOSED STORM SEWER (WHETHER SHOWN ON THE DRAWINGS OR NOT} BY MEANS OF HAND DUG TEST PITS, OR OTHER METHODS AS REQUIRED. TO DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF iRE SERVICE LINES. HAND DUG TEST PITS SHALL ALSO BE EXCAVATED AT ALL PROPOSED UTILITY CROSSINGS IN ADVANCE TO DETERMINE LOCATION AND ELEVATIONS OF THE COSTING UTILDAES. CONFLICTS IN GRADE AND/OR ALIGNMENT OF THE PROPOSED WATER LINE WITH EXISTING UiiLITLES AND/OR SERVICE LINES SHALL BE IMMEDIATELY REPORTED TO 7HE OWNERS FIELD REPRESENTATIVE AND SITE ENGINEER FOR RESOLUTION. 10, THE VILLAGE ENGINEER SHALL BE NOTIFIED PRIOR TO THE BACKFTLLINC.OF ANY COMPLETED STORM SEWER SYSTEM SO THAT A FINAL INSPECTION CAN BE MADE ALL. COSTING PAVEMENT SHALL BE SAWCXIT TO INSURE A NEAT AND STRAIGHT LINE FOR RESTORATION, SHEET AND AS REQUIRED BY THE NYSDOT/0LLAGE HIGHWAY SUPERINTENDENT. 11. CONTRACTOR TO TOPSOIL (6- MIN. THICKNESS), FIRE GRADE MULCH AND SEED LANDSCAPE AREAS WHICH ARE DISTURBED. 12 THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VILLAGE OF RYE BROOK AND ANY OTHER BODY HAVING JURISDICTION. 13. UNDER INDUSTRIAL CODE RULE 53, THE CONTRACTOR SHALL BE REQUIRED 70 NOTIFY ALL OPERATORS OF UTILITIES LISTED ON THE CURRENT 'MASTER LIST OF OPERATORS" ON FILE WITH CENTRAL REGISTRY OF THE VILLAGE OF RYE BROOK PRIOR TO THE START OF HIS WORK AND TO CALL THE UNDERGROUND CAL CENTER SO THAT ALL THE VARIOUS UNDERGROUND UTILITY OPERATORS WILL BE ASE TO LOCATE AND MARK THE LOCATIONS OF THEIR OWN UTILITIES. NOTIFICATION OF OPERATORS OF UTILITIES MUST SE MADE AT LEAST FOURTY-EIGHT (48) HOURS PRIOR TO THE START OF CONSTRUCTION, NO WORK BY THE CDNTRAC70R SHALL COMMENCE UNTIL OPERATORS HAYS NOVO THE CONTRACTORS THAT THEIR UTILITIES HAVE BEEN LOCATED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY SUCH CLAIMS ARISING FROM HIS FAILURE TO MAW SUCH NDTIFTCATION, OR FOR HIS FAIUdRE TO PERFORM WORK IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GOVERNING AUTHORITIES AND THE DOERS OF THE UTUTIES INVOLVED. 14. THE STRUCTURES, OBSTRUCTIONS UTILITIES, TREES AND SHRUBS SHOWN ON THE DRAWINGS ARE THOSE KNOWN TO EXIST. BUT THEIR LOCATIONS ARE NOT GUARANTEED TO BE EXACT, NOR IS IT GUARANTEED THAT ALL STRUCTURES, OBSTRUCIIONS. UTILITIES. TREES AND SHRUBS ARE SHOWIL TRE CONTRACTOR SHALL HHOWEVUL BE RESPONSIBLE E FOR THE PROTECTION OF AL STRUCTURES, OBSTRUCTIONS UTILITIES. TREES AND SHRUBS, *IOU OR NOT THEY ARE INDICATED ON THE DRAWINGS 15. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SAFEGUARDS INCLUDING THE INSTALLAiM OF TEMPORARY AND PERMANENT SHEETING, SHORING. STRUCTURAL SUPPORTS, PROTECTIVE FENCING AND BARRIERS, ETC., AS MAYBE REQUIRED TO PREVENT/DAMAGE TO ADJACENT PROPERTY OR INJURY TLD PERSONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODES AND THE RULES REGULATIONS AND ORDINANCES OF ALL OTHER GOVERNING BODIES HAVING JURISDICTION. ARE CONTRACTOR SHALL BE HED RESPONSIBLE FOR ANY CLAIM AR19NG FROM HIS FAILURE 70 PROVIDE PROPER SAFEGUARDS OR FOR HIS FAILURE TO CONDUCT HIS OPERATIONS IN A MANNER CONSISTENT WITH THOSE GOVERNING BODIES HAVING JURISDICTION, CONTRACTOR SHALL STORE PROTEC71W MATERIALS ON-SITE TO MINIMIZE CONSTRUCTION DELAYS. AT A MINIMUM, TIGHT DRIVEN SHEETING SHALL BE REQUIRED WITHIN VILLAGE OF RYE BROOK R:O.W. WHEN 1 VERTICAL ON i HORIZONTAL UTILITY TRENCH SIDE SLOPE WOULD DAYLIGHT WITHIN THE PAVEMENT AREA. 16. THE CONTRACTOR SHAD. BE RESPONSIBLE THROUGHOUT THE COURSE OF THE WON FOR PROTECTING FROM INJURY OR DAMAGE ALL COSTING STRUCTURES AND UTILITIES Via ARE TO REMAIN. 17. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE ALL GROUND SURFACES, PAVEMENTS. SIDEWALKS CURBS ETC, WHICH ARE TO REMAIN AND WHICH MAY BECOME DISTURBED OR DAMAGED DUE TO HIS OPERATIONS SAID REPAIR OR REPLACEMENT SHALL BE SATISFACTORY TO THE OWNERS FIELD REPRESENTATIVE AND THE VILLAGE ENGINEER IN ACCORDANCE W17H THE REDUIREMENTS OF THE GOVERNING BODY HAVING JURISDICTION. I8. THE CONTRACTOR AT HIS OWN DISPENSE. SHALL MAKE GOOD, REPAIR AND/OR REPLACE ALL DAMAGE OCCURING AS A DIRECT OR INDIRECT RESULT OF HIS OPERATORS. 19, THE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL REFUSE, RUBBISH, SCRAP MAIERIALS, UNSUITABLE MATERIALS AND DEBRIS CAUSED BY HIS OPERATIONS SO THAT, AT ALL TIMES THE SiTE OF THE WORK SHALL PRESENT A NEAT, ORDERLY AND WMWANUKE APPEARAIM MATERIAL FROM THE CONTRACTOR'S O'ERA71ONS SHALL NOT BE ALLOWED TO ACCUMULATE AND CAUSE HAZARDOUS OR UNSIGHTLY CONDITIONS 20. WHERE AS DIRECTED BY THE OWNER'S FLED REPRESENTATIVE, THE CONTRACTOR SHALL REPLACE ALL SURFACES DISTURBED AND SHALL RES70RE PAVING, CURBING. SIDEWALKS, DRIVEWAYS. GUTTERS SHRUBBERY, FENCES, GRASSED AREAS, SOD AND OTHER SURFACES DISTURBED TO A CONDITION EQUAL TO OR BETTER THAN THAT W41CH EXISTED BEFORE THE WORK BEGAN, FURNISHING ALL LABOR MATERIALS, AND EQUIPMENT NECESSARY THERETO. THE CONTRACTOR SHALL. AT SAID CONTRACTOR'S OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER'S FIELD R1PRESENTAAVE, CLEAN UP AND CORRECT UNSIGHTLINESS INCONVENIENCE, HAZARD OR DAMAGE CAUSED BY WATER, MUD. STONES, DUST, RUBBISH, CONSTRUCTION DEBRIS TRAFFIC, WORKMEN. OR THE GENERAL OPERATIONS. WHEEL TRACKS, PATHS, PUDDLES, DAMAGED GROWTH, RAGGED EDGES UNDESREABLE SPOIL FROM EXCAVATION AND ROUGH SLOPES ARE TO B: REMOVED. OBUiERATM CORRECTED, GRADED, LEVELED. PATCHED, OR SMOOTHED. ALL ADJACENT AREAS THAT HAVE BEEN DAMAGED OR THAT REQUIRE REGRADING SHALL BE SMOOTHED AND WORKED TO MAKE THE PROJECT AREA BLEND INTO DOSING CONDITIONS. UNSGHUNESS EXTENDING ONTO ADJACENT PRIVATE OR PUBLIC PROPERTY SHAD. BE CORRECTED TO THE SATISFACTION OF BOTH THE OWNER OF THE ADJACENT PROPERTY AND THE OWNER'S FIELD REPRESENTATIVE, AND NO PRIVATE AGREEMENTS ALLOWING A WAIVER OF CLEAN UP WALL BE RECOGNIZED. 21. ACCESS MUST BE MAINTAINED 1HROU '. Dr4I•NG ROADS AND TO ALL RESIDENCES. 22 ALL PROPOSED STORM SEWER PIPE SHALL BE HIGH-DENSITY POLYETHYLENE PIPE AS MANUFACTURED BY RANCOR, INC. OR APPROVED EQUAL 23. SEE DETAIL #12 FOR VERTICAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS. SEE DETAIL 127 FOR HORIZONTAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS 24. UPON COMPLETION OF THE OFF-SITE DRAINAGE SYSTEM, THE EASING LINCOLN AVENUE CULVERT DEPICTED ON DRAWING 05--2 'OFF-SITE DRAINAGE IMPROVEMENT PLAN' WILL BE OBSERVED BY ARE VILLAGE ENGINEER. IF IT IS DETERMINED BY VILLAGE ENGINEER THAT THE EXISTING CULVERT IS Nr ADEQUATE TO HANDLE THE STDRMWAiER FLOWS, THE DEVELOPER WELL CONSTRUCT A NEW CULVERT AT THE DEVELOPERS EXPENSE N ` \\ --------------- 8 , Pk `i It / \�\ \ \ MH D-3 / r� f t \\ are. \ i 462rzar ' TOP 211.55 SMH A-1 at37s r rpt \` TOP 211,69' INV 204,58®� Opcfi Ci JJ wv. 21•00 r ,, y -•�.,` \\\ \.. \`, 213.x6 eras � ----------------\\\\ \ \ �j� TRANSPLANT EONG 4' MAPLE bvr ,\�\ ` A x,24 LF. 8' SAN, O X, xw i i �iq UNX \i, CX. SLIM 11 _210- ` 1Ny.204.50 ' L REPLACE EXISTING ASPNALi` `. 1 'Y. ' { `; SIT CONCRETE CURB MH D-4 / y TOP 207,66 --� �` +(• !"` ` 1 INV. 195.90-------------- 2077 -_- 7077 _-----_-- H1 EX 9AN Ii rcw rasa . I1 raxxx Nv 11 it it 11 11 U IH it ii ii 1H ii It 11 iI U it tL 11 kl N HI 1{ UIQ I 'nli I II No. 29 ll Il li L � HH xa MH D-11 iI 17F.aT.NY 5 L REMOVE EASING MANHOLE 11 17b:x3 NY w AND CONSTRUCT NEW MANHOLE. (I ¢� T CONNECT EXISTING 18' RCP AT `~`ILLI II EXISTING INVERT ELEVATION. II No. 21 i "y TOP 169.24 ft 165.76 No. 25 ' 16a.sa o rx owl _T9 LPI 1`� 6 )6.29 NY r. { II z- - l61 DIA 6JV W. L # II # °IY w r ( g # I f REPLACE EASING ~ fa-Rc > P y MH D-6 ASPHALT =8 SAW CUT .. �' b i" \ ,� y rm rnsr v No. 38 EXISTING o ru.sa Nvr . TOP i-8 PMEMENT r7a.9a A7x93 Nv 179,24 (E} (W} � r A '177m * 178.77 / ` r 4 b 8 Rc I`1 ` _ ^Ss.86 +r6s20 1 e�cp � I67.J5 20 smvaF EC laxer 1 i ---__ 3@ 4 � SAN "� 1T ' \. ,., e -gT.,o 4 {} 1 ,Qy I- •- a =8 l --.._m Z '- ex✓_ t 1 RELOCATE EXISTING 47 GAS MAINrao ax / i `1 162.76 NV .J g 'T.wwZ Qm-0 LLzm #.L �O Ly } 0 7,x o 34 PROVIDE TEMPORARY SUPPORT OF`n<.v \y. W ,.... r'I P EXISTING 8' SANITARY SEWER AND _„ _ - ._ D'9 18' RCP STORM SEWER (TYP.) - r- CONCRETE ENCASE SANITARY SEWER T 1 rx a11x rx TOP 184.00 T % NY. 17275 26 LF. 39" Si.'O 200% L SAW CUT L COSTING REPLACE INS NG 1cw taexs 1�.6aNv I ran rbzu Nv REPLACE COSTING T I PAVEMENT ASPHALT CURB r7v.s3 t. Haas ASPHALT CURB MH D-10 TOP 179.90 11 -REPLACE EXISTING 82 Lf: ' ST. 01.74% REMOVE COSTING CATCH BASIN " ABANDON EASING 18' PIPE AND ` INV. 171.32 SEAL BOTH ENDS OF EXITING 18' RCP PIPET WITHCONCRETE BLOCK AND L No. 26 L L I L 1} j Na 22 4 1 No. 24 TOP 206.00 iNV. 204.50 {HEIR). INV. 200.5) 30'} LF. 30' ST O 7.29% ♦1017 @iy. S INV. 19&75 kNV.996.75200.00 N a ! 1 air H H I MH D-5 I # IOP 204.96 INV. 196.48 #\h '1-20 LEGEND z_b SING II s2 i BfT _ -- EXIS77NO CONTOURSASPHALT a9 i�� EXISTING INDEX CONTOURS -� 5 1 I� �i EXIS77NG CURB INLET F -i EXIS77NG CURB EXISTING DRAiN INLET Q EXiS77NG DRAIN MANHOLE O EXIS77NG U77LITY EASEMENT - - - # ( `� EXISTING ELECTRIC LINE - j- -- ----------- # ^`` EXISTING SPOT ELEVA770N 61. 32 ?a1,v EXISTING FENCE - - - . ..-- "'- ` FLAGPOLE FP III ' GAS LINE H ` GAS VALVE GIT # attl9 # y`t GUY WIRE HEADWALL HDw EXISTING HOUSE NUMBER Na. 36 I f'` PROPOSED FIRE HYDRANT °} PROPOSED GATE VALVE # 1 1 EXISTING FIRE HYDRANT E -- PAVEMENN T Pmm l I ' D AVEMT EDGE E5 PROPERTY LINE ROCK EDGE _ REFUGE COSTING# i �� # SANITARY MANHOLE x SANITARY SEWERASPHALT CURB 8' SAN= I SIGN a H44jj EXiS77NG STORM PIPE TO BE REPLACED 200 LF 3D' S7. O .375 # sz I # (SIZE, SLOPE AND DESIGNATION) TEMP(NAREY RELOCATE - ' 1 i r9s07 r ' rr a 15' RCP 1C'' 19112 EXISRNG STORM PIPE C D-6 EASING SERVICE I i r93+o Nv 1a` f1T r9,a .11 ur READti£ EASING CATCH BASH i E lsza SN' (SIZE, STORM PIPE 200 LF 30' ST. O 2.375 AND CONSTRUCT NEW CATCH (SIZE, SLOPE AND DESIGNATION) ®s BASH (TYPE G}. PLUG EXISTING I TREE & SiNE re OAK 127 RCP PIPE TOP 195.36 g3z.e # I \ U77UTY POLE 4 W. 190.36 IEMPORARLY RELOCATE AND H 4 2'�r -- WATER LINE No. 19 REPLACE EASING STOP SON; 11�Rc � � �"" �' EXiS77NG WA7ER VALVE a PROVIDE ALTERNATE LOCATION '"`-�/'/�.-�^ PROPOSED MANHOLE • SAW CUT EXISTING PAVEMENT, REMOVE DURING TO ONCOMNGG TRAFFIC L v63 COSTING STORM SEWER, EXCAVATE TO I t' 19e.a PROPOSED CATCH BASIN PROPOSED INVERT ELEVATION, INSTALL 46 LF. 30' ST. O 2005�}* I 4 f EXIS77NG STORM PIPE TO BE REMOVED RECO STORM SEWER PIPE. BACKFILL AND 9636 ,� sbaa = T = _ _ - rt - - - - - REPLACE PAVEMENT TO COSTING GRADE MH D-7 ;19{S} v II N t T (SEE DETAIL }25) (TVP.} TO 994.40 9s U SAW CUT EXIS77NG PAVEMENT 4 RNV. 189'48 :9b.s6 �P ASPHALT CONCRE7E CURB TO BE REPLACED 197.69 EXiS77NG 7REE J f9x9T 198.70 P5" 19174 MN 70 TREE INDEX 1171 ABBREV. COMMON NAME 193 ! 191.7b ASH ASH APP APPLE 4 a 6 : x.s IRM BCH BEECH TOY � ,9.i6 N'/ CH CHERRY Vas sruv DW DOGWOOD frNa Ie�a6j NY r zo 17 ELM ELM MAP MAPLE OAK OAK W.92196.3x PN PINE xx NYN F.W. I 192. a NY S ,SPR SPRUCE { UNK UNKNOWN { WB WIDE BIRCH Is 1 1 { 1 i 20 1 2 4 Ek t 4 1 l t Is .4 t- M +- a spa W m �z C in4 Y t/3 e o (7 <C ox Z Q U. LL_CD1 QO Q Q JQ N ® W V) 0 333 A° 96124 axwx7°_• SITE amSw.Js.a. 47NAU Naa7TFN AC ffRA RCN 6w AOO17kk0 70 A ANAP COPYRIGHT iii 1996 6y Jdx 9W Ca fthg os -1 � �_ BCARJNG TNF SAI OF A PRA£;ASrQ,'A( f#aAaR OA w a n+anen..r.. a,Jr na..A.NrFx J « A.mq fT Sr A w 7209 NANO $,-W YA? iS A YRYATI(M' OF 3tG'7TAV TZD9 C!' Trtf NFW YaRK fOUCAAO,N IAM; � ren o /'i.'ee+w mm fXCFAT ASPER S[CT1Lw TNTC, 9Tt3-fXkyGW ?. a.'ew`wi,.u'rNerr p..wd„r,w,w.wm..ro.vmer im N N O 4 2 Ek 4 W i `1 .J g 'T.wwZ Qm-0 LLzm #.L �O Ly } 0 7,x o 34 \y. W Lu _5 .4 t- M +- a spa W m �z C in4 Y t/3 e o (7 <C ox Z Q U. LL_CD1 QO Q Q JQ N ® W V) 0 333 A° 96124 axwx7°_• SITE amSw.Js.a. 47NAU Naa7TFN AC ffRA RCN 6w AOO17kk0 70 A ANAP COPYRIGHT iii 1996 6y Jdx 9W Ca fthg os -1 � �_ BCARJNG TNF SAI OF A PRA£;ASrQ,'A( f#aAaR OA w a n+anen..r.. a,Jr na..A.NrFx J « A.mq fT Sr A w 7209 NANO $,-W YA? iS A YRYATI(M' OF 3tG'7TAV TZD9 C!' Trtf NFW YaRK fOUCAAO,N IAM; � ren o /'i.'ee+w mm fXCFAT ASPER S[CT1Lw TNTC, 9Tt3-fXkyGW ?. a.'ew`wi,.u'rNerr p..wd„r,w,w.wm..ro.vmer im No. 44 DRY SW RErAWa WALL RECONSTRUCT EXISTING GUIDE RAIL AFTER INSTALLATION OF < STORM PIPE REMOVE EXISTING CA AND CONSTRUCT NEW CATCH A CH vsa.REPLACE EXISTING ASPHALT CURB (TYPE Cl), CONNECT EXiSRNG 64 tr RCP AT EXISTING INVERT ELEVATION IN TOP 160.14 -W EX 0 t5719 V`V Cl D-14 W I all REMOVE EXISTING CATCH BASIN V 154 $rat116 0 IN AND CONSTRUCT NEW CATCH BASIN INV, 146`IiSDW(l� REPLACE EXISTING Na 33 1 (TYPE CI). ABANDON EXISTING 21" Rep ASPHALT CURB AND SEAL END WITH CONCRETE BLU AID. ji AND MORTAR. DIA. uw TOP 164.58 MH 0-19 No. 43 4- op I crx+c awe INV. 160.08 (30.) REMOVE FASTING MANHOLE z INX 159.08 (4n MH D-13 CONSTRUCT NEW liliklii� TOP 16&40 RELOCATE EXISTING 4' GAS MAIN INV. 161.40 con REPLACE EXISTING ASPHALT INV. 131TOP :7"1 *140.26 IN ACCORDANCE WITH THE x REQUIREMENTS OF CON EDISON AND STONE CURB W Ila- -lee REGRADE, TOPSOIL, SEED MW AN, x AND MULCH DISTURBED tt uz06 6 16M LAWN AREAS (M.) IJ6.90 .7. 131,8k .14' f51.b INV NW. IN,2t AIIS RELOCATE WATER MAIN BELOW STORM SEWER SYSTEM V41H llr MINIMUM CLEARANCE REPLACE EXISTING 1,66.0 w ASPHALT CURB z M 1 ;<% 16517 :3 AND y4l� I REMOVE EXISTING MAj( 7;� 1 SAW CUT '165. t� IOLE CONSTRUCT NEW I. p, quo TOP 6.06 t19 i I INV. 0.50 PAVEMENTsrraues 9*w 1 77 64 sp Ere `Sii SAW -u- PAVEMENT 0 12dak wvr. 770 MH D-12 770 i s7 I TOP 166.47 No. 45 MM V W, INV. 163.49 STOMPILE EXISTING Az St ASWALT AWW AFTER CONSTRUCTION% T0wC_KPU__ 00 No. 28 SHRUBS AND REPLACE 169.16 REMOVE EXISTING STONE WALL, S AND INSTALL W STORM PIPE RECONSTRUCT 16"7 _611 TO EXISTING CONDITIONS UPON COMPLETED '68, INSTAL1A11ON OF W STORM SEWER. EY ly 1�w WALL REPLACEMENT SHALL BE COMPLETED IN MH D-17 rep 11 C. FllPI.M,42w. 4 I ACCORDANCE WFI)i THE DESIGN OF A PROFESSIONAL TOP 162.60 1 1570 168, IS .1 w ENGINEER LICENSED IN THE STATE OF NEW YORK. INV. 57-35 17- CONTRACTOR SH41. OBTAIN DESIGN AT HIS COSTS AND INV. 15285 (OM '7� S� 9JBM17 DESIGN TO PROJECT ENGINEER AM VILLAGE a OF RYE SM ENGINEERING DEPARTMt MH D-16 "x TOP 167,25 MR 0-21 INX 157.89 If REMOVE EXISTING MANHOLE o 6 0d FAIIIAT AWX MH D-15 NO CONSTRUCT NEW MANHOLETOP 169.00 CONNECT EXISTING le RCP AT TEMPORARILY RELOCATE EXISTING UTILITY WV� 158.28 DMG INVERT ELEVATION. AND OVERHEAD LIBLITES. REPLACE POLLS AND 38 No. 34 TOP 109.45 OVERHEAD SERVICE UPON COMPLETION OF CONTRACTOR TO PROTECT EXISTING INV. 104.75 INSTALLATION OF 36' SM SEWER. GAS MAIN AND RELOCATE AS REQUIRED Z-1 BY CON EDISON CONCRETE ENCASE EXISTING. Ir SANITARY SEWER ftl DETAIL J31I IX,. tAW� \ I i / LEGEND 10.00 wV Na 39 I1.62 EXISTING CONTOURS 10 EXISTING INDEX CONTOURS EXISTING CURB INLET rep no.;u 0 I'm E:l W.M., oa% EXISTING CURB EXISTING DRAIN INLET F-1 EXISTING DRAIN MANHOLE dv 0 EVS77NG UALITY EASEMENT - - - - - - REMOVE NO MANHOLE AND EXISTING ELECTRIC LINE - - - - - - C S , MANHOLE CONNECT NSW T NEW EXISTING SPOT ELEVATION '61-32 "jE, EXISTING 21* RCP AT EXISTING INVERT ELEVATION TOP 10&41 1007 IV NE !3 EXIS7ING FENCE INV 103.91 .6 v w EX FLAGPOLE FP 171-75 ;IV E. GAS LINE GAS VALW P - --- - - - - - - - - GUY WRIF ec­ (9,Y) _/ - - -- - -- L HEADWALL HOW - - -- - -- EXISTING HOUSE NUMBER No. 36 Ll_sftj PROPOSED FIRE HYDRANT W Wil - � 11, 711 1.SA.76 INV! 151.17 'IV 701 PROPOSED GA 7F VALVE NL CONCRETE ENCASE IM23 .1 w I4j53.vc.w EXISTING FIRE HYDRANT FASTING r SANITARY SEWER (SEE DETAIL J12) OVERHEAD WIRES---- - ---- TOP 10.69 fro 101.29 .1 '10606 PAVEMENT EDGE PROPERTY LINE ROCK EDGE SANITARY MANHOLE 0 SANITARY SEWER 8' SAN= SIGN a RELOCATE EXISTING EXISTING S70RU PIPE TO BE REPLACED 200 LF. U 0 2.37% FIRE HYDRANT 107,99 (92E, SLOPE AND DESIGNATION) AND VALVE EXISTING STORM PIPE 15- LcP_ N wp PROPOSED STORM PIPE ll"F.30' St 0 2,37% 107,61 (SIZE SLOPE AND DESIGNATION) & SIZEq 18 OAK U77LITY POLE WA TE LINE ovxm #R4,.wEXIS77MG WATER VALVE a '10761 PROPOSED MANHOLE OAF PROPOSED CATCH BASIN MAP \ EXISTING STORM PIPE 70 BE REMOVED POSSIBLE SUH W THIS AREA NOT MND SAW CUT EX/STING 7ING PAWEMENT - - - - - - - - - - - - - - - - 7a 1 *".o 101w 1 IN, 06 ASPHALT CONCRETE CURB TO BE REPLACED 61- MH 0-23 12W V 24' EXISTING TREE 977 ry sr. !!,Zr TOP 106.24 INV. 102.36 UNK AFAWX AWE X W M'RCI TREE INDEX 8 L.F. 42* ST. 95.63% it '01g'wwowy ABBREV COMMON NAME VV var It ASH ASH I X APP APPLE 1 ES D-24 BCH BEECH Top 06.00 CH CHERR Y INV. 102.05 DW DOGWOOD ELY ELM J6Yi> azar. MAP MAPLE OAK OAK PN PINE 1t 1 SPR SPRUCE UNK UNKNOWN WE? OHIIE BIRCH 48'W 42 ti tl 41AIAUMCPVTO Al IFAA AaV 09 ALLVAav 70 A MAP COPYRIGHT 1998 by John Meyer Co wlting &WANC Iftf SIN OF A iWESWIVAl FNalval? OP OR A llZNZ0 LAMP SURWYOR /5 A 001AMW 64' SM&W Mg CV ME ALW }OMWEPIC.4nOnt LAW &ZP7,45 PER ZCfM 7209, We-LY0.96W P i ,40"- Z: Q_ Z: w 0 cn 0 V) W w _=, Z CL (n 42 M UJI hx 0: < lol� u- zm u- 00cq L, < 0 cq 0 1 w 0 0J of 0 C:) Ld w LA_ LL_ 0 MW TZ wmw..M 08/05 SITE J/ aaw�os - bI _j 0 U -Z Ll- 98M Y c) 0 tL!, 0= LJ ,40"- Z: Q_ Z: w 0 cn 0 V) W w _=, Z CL (n cn M UJI hx 0: < lol� u- zm u- 00cq L, < 0 cq 0 1 w 0 0J of 0 C:) Ld w LA_ LL_ 0 MW TZ wmw..M 08/05 SITE J/ aaw�os - ,40"- OCS D-1 t TOP 206.00 INV. 204.50 �WEIR) INV. 213 30..) 1E GENERAL NOTES��� \\\ N ;� -- ,l 25 1. TOPOGRAPHY DEPICTED HEREON IS BASED ON A FIELD SURVEY COMPLETED ON APRIL 9, 1998 BY KENNETH B. SALZMANN, LAND SURVEYOR, ARMONK, N.Y( Y, 2. ELEVATIONS ARE REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM, (NGVD) 1929, AS TRANSFERRED FROM WESTCHESTER COUNTY DPW BENCH MAK 29, AN '12 CUT ON THE S.E. CORNER OF THE CULVERT ON THE SOUTH SIDE OF BETSY BROWN ROAD, ELEV. 133.07 FEET. 210,6_2 +210.12 0 Ir MAP X�D 0 _PN APPROXIMATE, BASED UPON MONUMENTA11ON FOUND RELATIVE TO MAPPING ON FILE AlTHE COUNTY CLERK'S 0 3. PROPERTY LINES DEPICTED HEREON ARE APPROY 4iCE. SAID PROPERTY LINES ARE SUBJECT TO THOSE FACTS WHICH A SEARCH OF TITLE AND SURVEY MAY REVEAL 21067 E ESTIMATED AT BREAST (4.5') HEIGHT. SYMBOLS ARE INTENDED TO DEPICT THE LOCATION OF THE TREES AND ARE NOT TO SCALE. 24 L.F. 30" ST 0 7.29% 4. ONLY TREES WITH A DIAMETER OF 10* AND LARGER, AND THOSE SMALLER TREES WHICH THE SURVEYOR DEEMED SIGNIFICANT, ARE SHOO. DIAMETERS A PN PN 5. ALL EXISTING PAVEMENT AND CURB ARE ASPHALT CONCRETE, UNLESS NOTED OTHERWISE. + MH D-3 2,31 MAP 211.4 212,07 TOP 211.65 *2077 17- PN N. IRRIGATION SYSTEMS AND INV. 197.76 6. THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN PER PHYSICAL FEATURES FOUND, RECORD INFORMATION OBTAINED FROM AND MARKINGS PLACED B UTILITY COMPANIES. THE LOCATION OF SOME WATER AND GAS LATERALS ARE INCOMPLETE OR NOT SHOW 0 205.6 SMH A-1 +21375 -2 OVERHEAD WIRES ARE NOT SHOWN. THE LOCATION OR COMPLETENESS OF UNDERGROUND INFORMATION CANNOT BE GUARANTEED. CONTRACTOR SHALL VERIF;i THE ACTUAL LOCATION OF ALL UTILITIES PRIOR TO BEGINNING EXCAVATION OR CONSTRUCTION. DMH D TOP 211.69 21;4 TOP 209.15 INV. 198.75 MATERIAL t INV. 204.68 11k,'' 7, ALL EXISTING SIDEWALKS, CURBS, PAVEMENT ETC. DISTURBED DUE TO PROPOSED STORM SEWER IMPROVEMENTS ARE TO BE REPLACED WITH MA J)NSISTENT WITH EXISTING CONDITIONS, AND IN ACCORDANCE WITH AUTHORUITES HAVING JURISDICTION. lz� I ca� - INV. 200.00 8. wv IF BLAS11NG IS NECESSARY, BLASTING PROCEDURES SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE AND VILLAGE OF RYE BROOK BLASTING REGUL�ITIONS. 4- 06, M MAP\ 210.8 16 9. ELEVATIONS OF SERVICE LINE CROSSINGS AS SHOWN IN THE PROFILES ARE ASSUMED ELEVATIONS. CONTRACTOR WILL BE REQUIRED TO LOCATE ALL SERMIE LINES TO BE CROSSED BY THE PROPOSED STORM SEWER (WHETHER SHOWN ON THE DRAWINGS OR NOT) BY MEANS OF HAND DUG BE EXCAVATED AT ALL PROPOSED U11UTY CROSSINGS IN ADVANCE TO DETERMINE LOCATION AND ELEVATIONS OF THE EXISTING 21- MAP TEST PITS, OR OTHER METHODS AS REQUIRED, TO DETERMINE ACCURATE LOCATIONS AND ELEVATIONS OF THE SERVICE LINES. HAND DUG TEST PITS SHALLA 13.46 UTILITIES. CONFLICTS IN GRADE AND/OR ALIGNMENT OF THE PROPOSED WATER LINE WITH EXISTING U11UTIES AND/OR SERVICE LINES SHALL BE IMMEDIATELY F PORTED TO THE OWNER'S FIELD REPRESENTATIVE AND SITE ENGINEER FOR RESOLUTION. 10. THE VILLAGE ENGINEER SHALL BE NOTIFIED PRIOR TO THE BACKFILLING OF ANY COMPLETED STORM SEWER SYSTEM SO THAT A FINAL INSPECTION CAN BE MADE, ALL EXISTING PAVEMENT SHALL BE SAWCUT TO INSURE A NEAT AND STRAIGHT LINE FOR RESTORATION. SHEET AND AS ♦SM REQUIRED BY THE NYSDOT/VILLAGE HIGHWAY SUPERINTENDENT. H A-2 TOP 210.00 11. CONTRACTOR TO TOPSOIL (6" MIN. THICKNESS), FINE GRADE, MULCH AND SEED LANDSCAPE AREAS WHICH ARE DISTURBED. 212.9 INV. 205.67 IN) INV. OUT) 12. THE CONTRACTORS ATTENTION IS DIRECTED TO THE FACT THAT ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE REQUIRI MENTS OF THE VILLAGE OF RYE BROOK AND ANY OTHER BODY HAVING JURISDICTION. ------------------ TRANSPLANT EX TNG e MAPLE 13. UNDER INDUSTRIAL CODE RULE 53, THE CONTRACTOR SHALL BE REQUIRED TO NOTIFY ALL OPERATORS OF UTILITIES LISTED ON THE CURRENT "MASTER LISTIoF OPERATORS" ON FILE WITH CENTRAL REGISTRY OF THE VILLAGE OF RYE BROOK PRIOR TO THE START OF HIS WORK AND TO CALL SIT THE UNDERGROUND CALL CENTER SO THAT ALL THE VARIOUS UNDERGROUND UTILITY OPERATORS WILL BE ABLE TO LOCATE AND MARK THE LOCATIONS OF THEA OWN UTILITIES. NOTIFICATION OF OPERATORS OF UTILITIES MUST BE MADE AT LEAST FOURTY-EIGHT (48) HOURS PRIOR TO THE \24 LF. 8* SAN. 0 X. START OF CONSTRUCTION. NO WORK BY THE CONTRACTOR SHALL COMMENCE UNTIL OPERATORS HAVE N011FIED THE CONTRACTORS THAT THEIR UTILITIES HAVE, BEEN LOCATED. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY SUCH CLAIMS ARISING FROM HIS FAILURE TO MAKE SUCH NOTIFICATION, OR FOR HIS FAILURE TO PERFORM WORK IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GOVERNING AUTHOR111ES AND THE OWNERS "'F THE UTILITIES INVOLVED. SMH /I 14. THE STRUCTURES, OBSTRUCTIONS, UTILITIES, TREES AND SHRUBS SHOWN ON THE DRAWINGS ARE THOSE KNOWN TO EXIST, BUT THEIR LOCATIONS ARE NOT XUARANTEED TO BE EXACT, NOR IS IT GUARANTEED THAT ALL STRUCTURES, OBSTRUCTIONS, UTILITIES, TREES AND SHRUBS ARE SHOWN. THE CONTRACTOR SHALL, HOWEVER, BE RESPONSIBLE FOR THE PROTECTION OF ALL STRUCTURES, OBSTRUCTIONS, UTILITIES, TREES AND SHRUBS, WHETHER OR t OT THEY ARE INDICATED ON THE DRAWINGS. EX S&H I 210�6 204.50 �?(O�/ ORDINANCES OF ALL OTHER GOVERNING BODIES HAVING JURISDICTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR MY CLAIM INJURY TO PERSONS. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL BUILDING CODES AND THE RULES, REGULATIONS AW 204. J7 (IN) 15. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SAFEGUARDS INCLUDING THE INSTALLATION OF, TEMPORARY AND PERMANENT SHEETING, SHORING, STRUCTURAL SUPPORTS, PROTECTIVE FENCING AND BARRIERS, ETC., AS MAY BE REQUIRED TO PREVENT/DAMAGE TO ADJACENT PROPERTY OR ARISING FROM HIS FAILURE TO PROVIDE PROPER SAFEGUARDS OR FOR HIS FAILURE TO CONDUCT HIS OPERATIONS IN A MANNER CONSISTENT WITH THOSE GOVtONING BODIES HAVING JURISDICTION. CONTRACTOR SHALL STORE PROTECTIVE MATERIALS ON-SITE TO MINIMIZE CONSTRUCTION DELAYS. NY. 204.50 AT A MINIMUM, 11GHT DRIVEN SHEETING SHALL BE REQUIRED WITHIN VILLAGE OF RYE BROOK R.O.W. MEN 1 VERTICAL ON 1 HORIZONTAL U11UTY TRENCH SIDE OPE WOULD DAYLIGHT WITHIN THE PAVEMENT AREA. 210- 16. THE CONTRACTOR SHALL BE RESPONSIBLE THROUGHOUT THE COURSE OF THE WORK FOR PROTECTING FROM INJURY OR DAMAGE ALL :EXISTING STRUCTURES ,,AND UTILITIES WHICH ARE TO REMAIN. 17. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, REPAIR OR REPLACE ALL GROUND SURFACES, PAVEMENTS, SIDEWALKS, CURBS, ETC., WHICH ARE TO REMAIN AND WHICH MAY BECOME DISTURBED OR DAMAGED DUE TO HIS OPERATIONS. SAID REPAIR OR REPLACEMENT SHALL BE SATISFACTORY TO THE OWNERS FIELD REPRESENTATIVE AND THE VILLAGE ENGINEER IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING BODY HAVING JURISDICTION. 18, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE GOOD, REPAIR AND/OR REPLACE ALL DAMAGE OCCURING AS A DIRECT OR INDIRECT RESULT OF HIS"OPERATIONS. REPLACE EXISTING ASPHALT CONCRETE CURB 19. THE CONTRACTOR SHALL CLEAN UP AND REMOVE ALL REFUSE, RUBBISH, SCRAP MATERIALS, UNSUITABLE MATERIALS AND DEBRIS CAUSED BY HIS OPERAII0 iS SO THAT, AT ALL TIMES, THE SITE OF THE WORK SHALL PRESENT A NEAT, ORDERLY AND WORKMANLIKE APPEARANCE. MATERIAL FROM THE CONTRACTOR'S OPERATIONS SHALL NOT BE ALLOWED TO ACCUMULATE AND CAUSE HAZARDOUS OR UNSIGHTLY CONDITIONS. 20. WHERE AS DIRECTED BY THE OWNER'S FIELD REPRESENTATIVE, THE CONTRACTOR SHALL REPLACE ALL SURFACES DISTURBED AND SHALL RESTORE PAVING, CURBING, SIDEWALKS, DRIVEWAYS, GUTTERS, SHRUBBERY, FENCES, GRASSED AREAS, SOD AND OTHER SURFACES DISTURBED TO A 71 'S CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED BEFORE THE WORK BEGAN, FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY THER TO. THE CONTRACTOR SHALL, AT SAID CONTRACTOR'S OWN EXPENSE AND TO THE SA SFAC ON OF THE OWNERS FIELD TOP 207.68 REPRESENTATIVE, CLEAN UP AND CORRECT UNSIGHTLINESS, INCONVENIENCE, HAZARD OR DAMAGE CAUSED BY WATER, MUD, STONES, DUST, RUBBISH, CONSTRUC ON DEBRIS, TRAFFIC, WORKMEN, OR THE GENERAL OPERATIONS, WHEEL TRACKS, PATHS, PUDDLES, DAMAGED GROWTH, RAGGED EDGES, INV. 196.90 ----------- --- UNDESIREABLE SPOIL FROM EXCAVATION AND ROUGH SLOPES ARE TO BE REMOVED, OBLITERATED, CORRECTED, GRADED, LEVELED, PATCHED, OR SMOOTHED. AL ADJACENT AREAS THAT HAVE BEEN DAMAGED OR THAT REQUIRE REGRADING SHALL BE SMOOTHED AND WORKED TO MAKE THE PROJECT AREA BLEND INTO EXISTING CONDITIONS. UNSIGHTLINESS EXTENDING ONTO ADJACENT PRIVATE OR PUBLIC PROPERTY SHALL BE CORRECTED TO THE SATISFACTION OF BOTH THE OWNER OF THE ADJACENT PROPERTY AND THE OWNER'S FIELD REPRESENTATIVE, AND NO PRIVATE --- ------- c AGREEMENTS ALLOWING A WAIVER OF CLEAN UP WILL BE RECOGNIZED. --x i42077 21. ACCESS MUST BE MAINTAINED THROUGH EXISTING ROADS AND TO ALL RESIDENCES. 22. ALL PROPOSED STORM SEWER PIPE SHALL BE HIGH-DENSITY POLYETHYLENE PIPE AS MANUFACTURED BY HANCOR, INC. OR APPROVED EQUAL 23. SEE DETAIL 112 FOR VERTICAL SEPARATION REQUIREMENTS AT SANITARY SEWER CROSSINGS. WF nFTA11 477 FnR 14AR17nNTAI qFPARAT]nN RM IIRFMFNN AT qANITARY WWR rRoqcJN N, k BIT JI MH D-5 TOP 204.96 , INV. 196.48 -20LEGEND REPLACE7 NG 62 EXISTING CONTOURS 'ASPHALT BIT _ CU; �� l i EXIS77NG INDEX CONTOURS (Z) EXISTING CURB INLET EXISTING CURB EXISTING DRAIN INLET EXISTING DRAIN MANHOLE EX SUH 2EXISTING U77LITY EASEMENT TOP 189.32EXISTING ELECTRIC LINE 782.44 INV 20 EXIS77NG SPOT ELEVATION x 61.32 EXISTING FENCE FLAGPOLE FP ll GAS LINE GAS VALVE BIT 200. 9 < GUY WIRE --- 3:. 99.34 HEADWALL HDW II \� j EXIS77NG HOUSE NUMBER No. 36 PROPOSED FIRE HYDRANT PROPOSED GA 7F VAL VE EXISTING FIRE HYDRANT 0 VERHEA D WIRES 11 J PA VEMEN T EDGE PROPERTY LINE I ROCK EDGE ... ... .. J SANITARY MANHOLE I I i 0 REPLACE EXIS11NG ASPHALT CURB 8" SAN= SANITARY SEWER SIGN 10 200 LF. 30" ST. 0 2.37% EXISTING STORM PIPE TO BE REPLACED MM EM ME "Oil I 19 Z 19707 (SIZE, SLOPE AND DESIGNATION) Ex C/ ll TEMPORARLY RELOCATE + '06 15 RCP EXISTING SERIACE F7 Lnlf EXIS77NG STORM PIPE No. 29 cl 6-6 19J.40,1NV,'2'RCP 194.2_± [NV 12' Or :REMOVE EXISTING CATCH BASIN 192.6 SUMP PROPOSED STORM PIPE 2130 L.F. 30" ST. 0 2.37%, ANO', CONSTRUCT NEW CATCH li MSIN (TYPE CI). PLUG EXISTING(SIZE, SLOPE AND DESIGNA TION) r IW lej RCP PIPE TOP 165.36 q1 TREE & SIZE o18 OAK TI? -195.36 193.4± INV TaP UTILITY POLE 8221 IiNV.i, 190.36 92.1 SUMP 178,6J INV S. wr MH D-11 i WATER LINE ll 178.4J INV W TEMPORARLY RELOCATE AND UNK, REMOVE tXISTING MANHOLE 12 R01 No, 19 REPLACE EXISTING STOP SIGN D/R, EXISTING WATER VALVE AND CONSTRUCT NEW MANHOLE. PROVIDE ALTERNATE LOCATIONPROPOSED MANHOLE 0 CONNECT EXISTING le RCP AT DURING CONSTRUCTION VISIBLE . .. ...... wov_v� EXISTING INVERT ELEVATION. 1# No. 21 SAW CUT EXISTING PAVEMENT, REMOVE TO ONCOMING TRAFFIC. 1� I PROPOSED CATCH BASIN TAD 190 0A !I ` EXISTINGSTORMSEWER EXCAVATE TO It INV. 165.76 (30") No. 25 < PROPOSED INVERT ELEVATION, INSTALL 48 L.F. 30" ST. 0 2.00% EXISTING STORY PIPE TO BE REMOVED I , 66.90 EX DMH NEW STORM SEWER PIPE, BACKFILL AND 6 IT605P 159.24 196 J6 + 198 r,6 w 7194. *4%b 29 INV E. REPLACE PAVEMENT TO EXISTING GRADE. MH D-7 16504 JAII/ fAl I �i i - - - - - - - - - - - - - - - - I (SEE DETAIL #25) (TV.) 19555 r�� SAW CUT EXISTING PA YEMEN T + TOP 194.40 P - - - - - - - - - - - - 1�3 19656 INV. 189.48 ASPHALT CONCRETE CURB TO BE REPLACED SOW$Opp REPLACE EXISTING Ex CB MH D-8 ASPHALT CURB SAW CUT 0 14 MAP Q� TOP 177,51 No. J6 19769 EXISTING TREE /_ EXISTING 196.70 184.24 1 4 1194.97 170.90 174.56 INV E. 0' PAVEMENT 173, 9J INV W. rl Q x V IN 179.24 (E) ....... INV173.27 ( . V� - - - ova 767.74 BED 177.J8 86a. 194� 79 1+178.77 , �5- Rcp 70 + 000, 1000 CT TRFF INnFX L I &_ L-A; I 111v GAS MAIN' Ey WJH (4178� 06 e + 180.24 TOP 168.95 162.78 INV 181"81 CH PROVIDE TEMPORARY SUPPORT OF 174.42/ MAP EXISTING 8* SANITARY SEWER AND 18' RCP STORM SEWER (TYP.) CONCRETE ENCASE SANITARY SEWER t EX SAN SAW CUT FOP 181.49 EX r8 REPLACE EXISTING 174.60 INV TOP 182.52 EXISTING ASPHALT CURB 179,,5J fNV E. PAVEMENT I 179.05 INV N. MH D-10 82 LF. 30' ST, 0 1.747. TOP 179.90 -REPLACE EXISTING CL R8 INV. 171.32 No. 26 No. 24 A00,0,00000000-- 1 9.70 0 10 MAP CX SJUH TOP 196.16 7 �189, J7 rfNCE 188.0 INV 1 39 W5. du WOOD 66, 71TOP 196,34 192,44 NV N. E W 7191?.156 INV S� CI D-9 TOP 184.00 INV. 172.7526 LF. 30r ST. 0 2.007. REPLACE EXISTING ASPHALT CURB -REMOVE EXISTING CATCH BASIN ABANDON EXISTING 18� PIPE AND SEAL BOTH ENDS OF EXITING 18' RCP PIPE WITH CONCRETE BLOCK AND MORTOR No. 20 No. 22 I 1936 WV 192.6 SUMP CH CHERRY DW DOGWOOD ELM ELM MAP MAPLE OAK OAK PN PINE SPR SPRUCE UNK UNKNOWN #6 XHI TE BIRCH UNAUTHORIZED At TERA TION OF ADD117ON M A MAP COPYRIGHT(D 1998 by John Meyer Consulting L?,-ARIIVG 7W SEW OF A PROFESSIONAL EM611VEER OR =A ORA L 16VV50 LAND SUR VE)IOR ISA VIOZ A T101 - the 4'groan V OF ZC7701V 7209 OF THE NEW YORK EDUCATION LAW, 4t7aww EXCEPT AS PER SECTION 7209, SUB 91R5101V 2 ft" Iffee 4"d a„y fa rn :z C) Ld 0 w mv) ry 1-- Uj 00 cy- 0 X M F- U_ Z_ c)c L.J 0 • C:) 0 < 04 _j _j > Ld M 9 ca ca ;2M Uj F� w Uj cc 7-j cl. B cn Of :z C) Ld 0 w mv) ry 1-- Uj 00 cy- 0 X M F- U_ Z_ c)c L.J 0 • C:) 0 < 04 _j _j > Ld CAMPBELL FOUNDRY FRAME & COVER No. 1107 OR APPROVED FINISHED GRADE EQUAL. 30- I.D. 30" I.D. mix ADJUST TO GRADE NTH BRICK AREA OF CIRCUMFEREN11AL (ASTM C-32, GRADE MA.) 4— STEEL, .12 SO.IN./UN. FT. MN 12" MAX. OR PRECAST CONCRETE :9 TIONS. RING SEC ADJUST TO GRADE WITH BRICK UJ El (ASTM C-32, GRADE MA.) -�MAINHOLE STEPS 12" O.C� MANHOLE STEPS OR PRECAST CONCRETE RING MATERIAL "INERTOL N(Q�`�';"44"� S I TEP I S --l-111111--.1-1 SECTIONS (12� MAXIMUM -ADJUSTMENT) ALL LIFT P114 HOLES TO BE KOPPERS SUPER SERV16t (sr-EINOTE T) TS OF BITQMINOUS (SEE NOTE #1) -2MIL COA 2 PLUGGED. AND. MORTARED BLACK OR APPROVED tb U A L, INSIDE AND OUT APPLIED IN ACCORDANCE ALL LIFT PIN HOLES TO BE WITH MANUFACTURER'S�"SPECIFICATIONS. FILL AND SHAPE INVERT CHANNEL (REQUIRED FOR SANITARY SEWER MANHOIFS ONLY) PLUGGED AND MORTARED IN FIELD U I SING CLASS A (3500 Ps�� INSIDE AND OUT CONCRETE. INVERT CHANNEL TO HAVE A STEEL TROWEL FINISH. PIPE O-RING JOINT TO CONFORM, TO O-RING JOINT TO CONFORM TO t OPENING A.S.T.M. DESIGNATION A.S.T.M. DESIGNATION Ln < APPROVED COMPACTED CRUSHED C443 LATEST REVISI CK. C443 LATEST REVISION. STONE FOUNDATION COURSE, JOINTS TO BE MORTARED JOINTS TO BE MORTARED INSIDE AND OUT USING NON - 3'4.. INSIDE AND OUT USING NON PRECAST MANHOLE SECTIONS TO BE IN SHRINKING MORTAR, SHRINKING MORTAR. ACCORDANCE NTH "PRECAST Z' NS TO BE IN REINFORCED CONCRETE MANHOLE — — — — — — — — — — PRECAST MANHOLE SEC:TIO' SECTIONS" A.S.T.M. DESIGNATION C-478, 6" ACCORDANCE WITH "PRECAST REINFORCED CONCRETE MANHOLE LATEST REVISION, MINIMUM COMPRESSIVE BASE SECTION E DEFLECTION ANGLE AS REQUIRED STRENGTH TO BE 4000 PSI (SEE DETAIL AT RIGHT) SECTIONS" A.S.T.M. DESIGNATION C-478, OR ALLOWED BY OPENING SIZE, LATEST REVISION, MINIMUM COMPRESSIVE 00 STRENGTH TO BE 4000 P.S.L RADIUS TO BE MAXIMUM POSSIBLE. PLAN ZAPPROVED SUBGRADE L — — — — — — — — NON -SHRINKING CEMENT MORTAR TING PIPE 5" 4'-0" 5" TOP HALF OF EXIS TO BE CUT AWAY FOR THE FULL PRECAST CONCRETE BASE SECTION LENGTH OF THE MANHOLE INVERT 4 5" 4'-0" RUBBER BOOT CONNECTION SECURED 10 PIPE USING'STAINLESS STEEL TYPE "A' CONCRETE STRAPPING ACP "COLLAR METHOD, FOUNDATION (3500 PSI) A-LOK OR APPROVED EQUAL. APPROVED COMPACTED CRUSHED (REQUIRED FOR SANITARY SEWER.MANHOLES ONLY) STONE FOUNDATION COURSE T PRECAST CONCRETE BASE RUBBER BOOT CONNECTION SECURED SEC11ON WITH BITUMASTIC RING SECTION STRAPPING ACIP COLLAR METHOD,, No \1 - 0 BENCH ELEV. VAR A-LOK OR APPROVED EQUAL. 6" MIN. 6" I APPROVED COMPACTED CRUSHED ENQH (REQUIRED FOR SANITARY SEWER MANHOLES ONLY) STONE FOUNDATION COURSE. Owl CONCRETE CHANNEL . :. f!-.. . '­ " - �1' CONQRFTE WE, APPROVED COMPACTED 6" 00 00 CRUSHED STONE FOUNDATION COURSE. 03 1 00 C - 'g 0 "i It (D 7� z M:� - 0 m C'4 Q C) OV, V, 04Z�_� @ r CL �E, CLOSE OPENING IN PRECAST PACIr Afdf) DICE7D LARTW Pf ACC "A" CONCRETE (4000 PSI). N �\x APPROVED SUBGRADE N N\ ­ APPROVED SUBGRADE APPROVED SUBGRADE DELI SEC11ON B -B SEC11ON NOTES: (StOl7dard ManhOle gaSe) (Chute Manhole gase) 1. MANHOfF STEPS SHALL BE CAST IRON NEENAH No. R-1981-0 OR CAMPBELL FOUNDRY No. 2588-1 OR POLYPROPYLENE COATED STEEL (SEE SPECIFICATIONS) NOTES: OR APPROVED EQUAL. 1. MANHOLE STEPS SHALL BE CAST IRON N . EENAH No. R-1981-0 OR CAMPBELL 2, UNLESS OTHERWISE SPECIFIED, SANITARY SEWER MANHOLES SHALL HAVE LETTERS FOUNDRY No. 2588�1- OR POLYPROP Y (ENE STEEL (SEE SPECIFICATIONS) "SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN' OR APPROVED EQUAL. CAST ON COVER. THE COVERS SHALL HAVE VENT HOLES. 3. MANHOLES NTH DEPTH (h) 10' OR GREATER SHALL BE FIVE (5) 2-.-�UNLESS-0-m-ERWISE�--SP8.C-IFIE�D,,-SANIT--AR:Y--SEWER-,M�ANHOLE-,S--SfiALL-H-AVE--,L-E-T-T-ERS,-,-,--- --FEET"IN'DIAMETER. "SEWER" AND STORM DRAIN MANHOLES SHALL HAVE LETTERS "DRAIN" AST ON COVER. THE COVERS SHALL HAVE VENT HOLES. 4� MANHOLES SHALL MEET OR EXCEED A.S.T.M. AND O.S.H.A. REQUIREMENTS. 3. MANHOLES SHALL MEET OR EXCEED A.S.T.M, AND O.S.H.A. REQUIREMENTS. 5� SEE "NOTES PERTAINING TO MANHOIFS" UNDER "UTILITY NOTES" ON DRAWING 4. SEE "NOTES PERTAINING TO MANHOLES" UNDER "UTILITY NOTES" ON DETAIL # 8 APPROVED COMP STONE FOUNDATION COURSE lax'"k 4'-0" \-- APPROVED SUBGRADE TYPE 2 W Ll V EXISTING GRADE 2 12" 2 I A FILL 4 2 EXISTING GRADE ORIGINAL GRADE M, N�l N�l A�l 10' RADIUS RUBBLE STONE MASONRY LAID DRY X SEC11ON TREE IN FILL (WELL) 1 THE CONTRACTOR SHALL PROTECT ALL EXPOSED AND DISTURBED ROOT STRUCTURE 'AS DIRECTED UNTIL THE WALLS ARE CONSTRUCTED. .",,THE CONTRACTOR MAY LAY RUBBLE STONE�AVAILABLE FROM THE JOB SI TE, L OF THE OWNERS FIELD REPRESENTATIVE. PROVIDED THE STONE MEETS THE APPROVA TREE WELL 13 PROVIDE FENCE IN ACCORDANCE WITH VILLAGE OF RYE BROOK REQUIREMENTS INSTALL DRAINAGE PIPE THOROUGH WALL IN /—ACCORDANCE WITH MANUFACTURER'S EXISTING GRADE, REQUIREMENTS 4.5 x ELEV. 230.31 1 ELEV. 230.31 8" CPDP TYPICAL STRUCTURAL 45' BEND GEOGRID (SEE, 2.5 MANUFACTURER ELEV. 224.3* S PIPE FORM CATCH BASIN REQUIREMENTS FOR LENGTH AND SPACING) 8"X8" WYE 8"X8' WYE NTH CLEAN-OUT NTH CLEAN-OUT EXISTING FILL MIN.12 DRAINAGE FILL AS REQUIRED BY WALL zi� ELEV. 226.20 8" DIP x ELEV. 222.1 ELEV. 222.14 1 0 EXISTING SEGMENTAL �x :H 8" TRANSITION ----------- N�l N\l� U I EXISTING WALL EXISTING WALL SLEEVE 2' INSTALL DRAINAGE PIPE THOROUGH WALL IN 8" DIP 8" DIP ACCORDANCE NTH RIP -RAP 45' BEND t: TYPICAL STRUCTUR��L '' '\ —i ,1114" / GEOGRID (SEE ELEV. 220± X� MANUFACTURER'S �g: :z Ljj LLJ REQUIREMENTS FOR x,x I ENGTH AND SPACING) z N' //\\�/N>l >x FOR SLOPE SEE PLANS ASPHALTCONCRETE CURB FINISHED PAVEMENT GRADE. SEE PLANS X �x �lx X' PAVEMENT CONTRACTOR SHALL PROVIDE SUFFICIENT WIDTH OF PAVEMENT BEHIND CURB TO ACCOMMODATE CURB MACHINE -7: TACK COAT APPROVED COMPACTED SUBGRADE ASPli-ALT CONCRETE CURB (TYPE 1) FINISHED GRADE 6" 2,5 TYPICAL STRUCTURAL 45' BEND GEOGRID (SEE, 2.5 MANUFACTURER ELEV. 224.3* S C14 0 C) 1!�� 00 REQUIREMENTS FOR LENGTH AND SPACING) 8"X8" WYE \Z >/ 1 NTH CLEAN-OUT EXISTING FILL MIN.12 DRAINAGE FILL AS REQUIRED BY WALL zi� MANUFACTURER,-',` 8' DIP x ELEV. 222.1 ELEV. 222.14 1 0 EXISTING SEGMENTAL �x :H RETAINING WALL Q0 ""'r V SECURE PIPE TO 7//7y�//7/\\>///,77, EXISTING WALL 0 2' INSTALL DRAINAGE PIPE THOROUGH WALL IN 8" DIP 2' ACCORDANCE NTH RIP -RAP MANUFACTURER'S REQUIREMENTS SWALE t: TYPICAL STRUCTUR��L '' '\ —i ,1114" / GEOGRID (SEE ELEV. 220± X� MANUFACTURER'S �g: :z Ljj LLJ REQUIREMENTS FOR x,x I ENGTH AND SPACING) z N' //\\�/N>l >x MIN.12" LO 00 DRAINAGE FILL AS F_ REQUIRED BY WALL MANUFACTURER To PROPOSED EXISTING SEGMENTAL MANHOLE A-3-1 RETAINING WALL ELEV. 217.00 8" DIP 0 w 8" CPDP 8" TRANSITION 0 SLEEVE NOTES: 1. REMOVE PORTIONS OF WALL AS -REQUIRED TO -CONSTRUCT DR-AINAGE-RISER.- RECONSTRUCT WALL IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. 2. THIS DETAIL IS FOR CONSTRUCTION OF DRAINAGE RISER ONLY. CONTRACTOR TO COORDINATE WITH OWNER/DEVELOPER's FIELD REPRESENTA-nVE FOR TEMPORARY BRACING AND WALL RECONSTRUCTION REQUIREMENTS m 3. PROPOSED DUCTILE IRON, PIPE SHALL BE CLASS 50. s1ru"RIVI DRAINAG"E RISER FOR SLOPE SEE PLANS ASPHALTCONCRETE CURB FINISHED PAVEMENT GRADE. SEE PLANS X �x �lx X' PAVEMENT CONTRACTOR SHALL PROVIDE SUFFICIENT WIDTH OF PAVEMENT BEHIND CURB TO ACCOMMODATE CURB MACHINE -7: TACK COAT APPROVED COMPACTED SUBGRADE ASPli-ALT CONCRETE CURB (TYPE 1) FINISHED GRADE 6" 2,5 &I It, C.) _(�� c> C> 2.5 — Q 0 �z ul 0 C14 0 C) 1!�� 00 FINISHED GRADE \Z >/ 1 12" FINISHED GRADE 'SOD S x IPS 1 0 6" 2.5 6" TOPSOIL ""'r V 2.5 FIN 'ISHEV 7//7y�//7/\\>///,77, APPROVED 77 COMPACTED 0 2' 2' MIW THICKNESS SUBGRADE 2' 2'� 2' IRIP� RAP, t: —i 0:� 0 < &I It, N,Fk� DRA WV� Mo AIIRIOISR, jM KIS. DA 7F 05/30/2001 PROV NO.: 98068 ,00CUACIVT . V.: D92 DRA WN6 NO. : DC -3 C.) _(�� c> C> C> pli U) C> — Q 0 �z ul 0 C14 0 C) 1!�� 00 c*4 0 C> �� 1 0 n U-) Z 0 LJJ t: —i 0:� 0 < �g: :z Ljj LLJ z Ljj LO 00 0 F_ LO (10 0 w 0 m m m LL_ LA_ 0 :3 j m 0:: Q_ m > > N,Fk� DRA WV� Mo AIIRIOISR, jM KIS. DA 7F 05/30/2001 PROV NO.: 98068 ,00CUACIVT . V.: D92 DRA WN6 NO. : DC -3 1 0 n U-) Z 0 LJJ t: —i 0:� 0 < �g: :z Ljj LLJ z Ljj LO 00 F_ LO (10 0 N,Fk� DRA WV� Mo AIIRIOISR, jM KIS. DA 7F 05/30/2001 PROV NO.: 98068 ,00CUACIVT . V.: D92 DRA WN6 NO. : DC -3