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Sunridge Heights
STREET AND UTILITY IMPROVEMENTS 1:A1,1:GENERAL NOTES, N SU R_IID G- I-i', .1-1. I-i',IC -1-1fr-Fis ,E...„,..,. ii6R,qa:4:,F.,T,,c ,1,7€4 Fl:•ili,Fi'il ,1,,,P4rAzrox-744,.,-,••••-,-.7.7 TIGARD, OREGON TAX LOT 300,400,600, MAP 2S1 8BD iiila,F.EXMITZrri.r.t.117'cr2'2,;,AvioRTMAfAr..?nrcT*Treass,s CONSTRUCTION NOTES WASHINGTON CO.CASE FILE NO.93-206 ' NEEFE:17:71:EFASNI'g,Tf: ii.17:rtts,SgmaTtlo761=ItIo"r:t-rt7X7,7tAll,74 0,,,,ZatZ It'. 4atsx:TrEEFRan21.1,'Ct2R1 Z4't.‘tnr,",sTst.4%0120tt"m"'t.'"`",,,„,,,,, g I 1. ' AiZERITRiYiall'i-OF171FAF24 '*'.;"7''n'T' ; Ili ''''LL'''''"'AIIIIIII ii,,,Ei,N2E:V,TE:ItErti2R"S(63=1MV-Z11H7VLA'2'17.4E7Hat p.TTET'FCCTR 7'T" r, 1 ,z. ' "14E2 Vtat47370271: . -. ,Aer;.A, t 0 lilfre,,,,rii : i,. 4 - INt'E'iT7B7S'E'IMEFiFNAFS'iFOTZ'il'il;FivElEFB'Fillii:TT.1:'''"STA'D FIFC:liF4r2;471.1;ZITTE'RIE:NoTFOPITIVOTS°H9LITE'RENOVED ''',?ot,i' 4 ..it! II'i.:iSS'F',41;111'illIPAR''OiTiCZT110'7HFIF2:PR:Otr'EFERITTT'L.LIFFICiE7 5 CONTRACTOR SHALL VERIFY LOCAnON OF ALL UTILIMES PRIOR TO 'al:10,:l.EIZUNOrTrO'ggrITISE VC:A==TTIPaar g°,,,T,TV=L ,.,,,,, 1511g1,2207;521E:S"'ir" SITE , ft 112;111111,''ATORIE:ciE kEigettiq:ROA FEV:SKiFICE:Asnrilriii:FUE'' 7 A( VICINITY MAP P7414,2c.17B;77FtrOailYboRDri.5iEuciEoii:C.i,i',EEZ4:; ' Agell:o2AfordShEir.l'irsil'at'oc-sE, ,._00,7zziW,„0,,,,o0 °A, 2V.B > tu.s. ' EilfrIkkk7oltrigg:707,ZIV°V ig 7 inEEMEE:678EanarileoL4FEE:':ELA'::"1:'-'7Es"' E,e,:ogIA;:okAacTrpT.,,m,%;s4-E'ETEEET.11 PREPARED BY: PREPARED FOR: liK2EN,°<7.27457,kErft'FiglilileEclIn'17i ?' gil;:t rifik3:Tvilittiji:.:26tNE LF7f-%7: CES NW BRENTWOOD HOMES 7rgezzosT,:tZzmr_17-ozz,01"4x."—"'"Tv 15573 S.W.BANGY ROAD.,STE.300 14912 SUMMERVIEW DR. 19 CONTRACTOR KIST VERIFY ALL EXISTING UTILITIES FOR BOTEI%CRTC,ELEVAPON PK HOR.ZONTAL N.OR CROON°WATER ARE ENCOUNTERED puRmO LAKE OSWEGO,OR 97035 TIGARD,OREGON 97224 Faida:lidEkitft,Mgglinri241:7EFERL5:2:, EINALOPslitiaiiiii. 968-6655 624-4663 r:I*EgtefEREEcgtaigiF:0;efFiail'E°1''713' ' ALP'FoRiFiEnT:a17ii-?L'ZrZ.T.1''''''' SHEET LEGEND EFOrZFOrZill•Fig1714E1.1"'ilniE'r;:a:11:40EViREIFi0EACA'IB4 SHALL BE DONE AT DID PERMIT HOLDERS'DIRE. ' liPNE PliE4VIZIPLA'F:'::: NUMBER DESCRIPTION ihRgElfcgtittEEIFIP'iaF`4" 7: BENCHMARK. 1 TITLE SHEET 2 SITE PLAN 00 3 GRADING&EROSION CONTROL PLAN ,.,7,-,71,V‘,4ftgrgra,Vg.:"'f-org::,`,"ZITTZ".E7r'• BEEF BEND ROAD 4 STREET PLAN F'ZYZIC01LEE5R °20001FiR000,7E42ThiE"7'ZiEZT4' ' T17=7V1,11-trit&r?-7,7,11!°t• 5 STREET PROFILES(SW DEKALB SD trIZL%-e,t7LIZ=7f.t"Tant'trOZTZt. 00 6 STREET PROFILES(SW BROOKLET TER.&SW JULIET TER) ONE FOOT FAGS SIDE OF THE JOINT JOINT ENDS TO BE'TARRED our ' "sal7coVOZ%t1r2:2‘tg:ZT,,%r""T`trt 7 STORM PLAN • CATCH BASINS SHALL BE OF THE,t,..SNORM ON NE PLANS 'atZtTELWEN't1LCEr'''wASniNCTON COLINTv SURVEYOR wHEN THEINiTiAL AND Fix,.LIFT OF ' ?ItiETEICWIA4R'TIggillgitRil , 8 STORM PROFILES IMPERVIOUS AREA 9 SANITARY PLAN 29 TNE PEWIT ROOM SHALL pROnDE TO THE cl,iNSPEcToR IN ARM.THE NALIES AND za HooR WM%Tr4rtt,7rZ&V.`ltt).P=Z°,11..trrtWatIga 7,t1ttlt,“:7tt e t,',7%,4V:1,azrtrz nua Tz,„—„,...,,,,„, 900000000000000-009000000 10 SANITARY PROFILES ` icilii'lEfel7"%etTAP,«T.'''' N SO.THE PERNIT HOLDER SHALL O..HIS CoTRACToR To pRonDE TO TNE CM FRSPECTOR IN WRITING 11 WATER PLAN ZVot1.11Xo,11141=44`7,°3 t4SVot.rX1P,Tt7g4tUtt9f...o„ 0, APPRO.. CHANCES ' Aer.,c7,w ro"„nz,,rizsrmr,,t,m. 00 00 12 COMPOSITE UTILITY PLAN/STREET TREE PLAN 31 IT IS THE SOI.E RESPONSIBILITY Of THE PM.,HOWER TO PROvIDE FOR PROnR RIGHT-OF-ENTRv ESNS::EGIFilia'S4'.%7Z1' 0000 13 DETAILS riiVa7YEE'EFREia0n000REiWilan, 14 DETAILS 10Lt,:Ec3E,00000000 0,c.0..111•0..'c000.Og g`gtrolr 18 SIGNAGE PLAN 2/,/0, ...,..,...,,,,....,,,,, lItilliiiiill ' 'Idol illiiii iiiivrillimillimoillinitimil,,poliiiiiillnill'i 11,1101imicimimiiiih,kutAxib„.H[limilimuliffliirrimiriffiiiiiiiiiii,,,,imlimirilini-wiliriliii,mull,,iiii milli I-1 LIII.111111,1 I 111I • ..ALZI-21.,.:121.01A11..L......_31..az611a1..,.Int01,41., ,,,,„.:;:- C1.1..0.1.41L4ALInt.ta.a...k11.4 . _ ----.— i1, REMes s/>o/°� I 49 / 50 ------� Y n -N-o 2 w PLEASANT IT VIE�l1� _ 42 I 39 w ,a.. - �lib_ 40 °o - w3< �51 ���I � _� °,E°T RN°L.�I Q. asntNi:: 2 ' = u �� g39'nLRES 52 ,. �41 1 13 I_ 12 L —i - rl E o E EASEMENT % \ _J 0,3)9aLRE5 I 0. ACRES ^I ^ � I , .ax° I °� "woo kEA � �� I J ° M R°N . E E.MEN ', W _SW a'' '�� 14 Ii S.W.BURGUNDY STREET 1 erKate .' 3l g — FFT' 0;'S ALREs M —� 1 FUTURE o . /' —; ,--PgGPCREc,S aNacE EASEMENT r,,/) LOT .� j S.W 5� I I i I I, 3 RRGUIyDY - V L 14 r ,z - ° to. 111P ( f l z- 0.28ACRE SUNRIDGE HEIGHTS W 0 11 C _ 9 L sµ3A RcssW $ w— --iF1�,�zl� =OsE. o ;V;Lacs -- ,.x aM e az G '' ---��ccl— ' a -` - �i a,ia ncRes J 2 1.4 -- ,nar w O: ' —' F,\s Q = tea" 75E al . 7-- .�o ,' a3 SRMEUSEa ES 5°TART L'$ w On35ALRE5 b k a R$ ,. Q M NT N5a) 3i �� w 8 ». s R ,B,6t S.F. - n R o ACRES ,ox w' S R \ �- ;,. -- -- p t I a TGARD 0:EERwa / r. 1 S. PRrAaA 25'STORM ORaNAT" Z ' )�Y'� 6 Rr SEVER EASEMENT �42E E;° . ` .5 21.095LRE5 ' 8.509 S.E. ' N.) 1 it '0 w°x Roo -' a r \PRo •o5E0 EaSEMENi(USA) m 0.82 ACRES R ry J ORAWAG '-". SEO 35•STORM , ;'7.:18[5 J '—PROPa oRa.NAGE EASEMENTS (T w LR E,SEME�Ts(USA) 11 g C 1 H„ � T a_o° px°' - --�—,------ - �NR Naq G�TN L[s caortcT,aa Ra° - xa'S BOUND 5I 0 3 5IO SHEET 2 g � �1`_/8 ; of 15 • - l,,,,,lllhiI�UIIIUIIIIII/IU IIIIUIIIi IIII1LIiIIIIIIIIIIII IIUUIIIIIIUIIHIIIIIIIIIWI IIIIOIIIi IIIU�Ii X IIil IIIIIU„�IIUUIIIIUU II!IIIII IIIIII EdIUIIIUi11Itl UULIIIlI IIUII�IIIIN�IIIIIUIIIIUII1IiIIIUIII 6B1LIII011ll I Li"+' ,46,611. ..1 i1 m2I..ARI'I,e21.nA.mM,4l.0l 4&6..n . «m,,a,?Fulifl mm2Immnd6v ulAin:4,as ai df6. mitt IARI�l IAL Ailed ' e: • vj EROSION CONTROL NOTES 42 \ 40\ --•-, . RINE;;MERZWIEREN7*:L - - (/) I- 'RIE142,8"IF15"trRFEE`''Yilla' i,. , X ' Fitga.g°7514,2.K04,-gfiripEE: - x - i 1 1 1 ' . , 'Olin S.Woo BURGUNDY°, OW ,'\ 'v '' 1'g ' ' ' Olgt Ul ' -mat ' •-• - 0,' ° Ykrtagasii16,r5,. :FIELN \ 's ' ' ' ' •titi,* .....-- '5Assszi,?2,,,,va'gam°,„g."5&-zorg,5151L • - - •, -2 k, 1 , , , .`•=1'.,.',, ' 1 i. TIGARD GRADING NOTES 2-'-- \ '''' !at IT ,'j r-, ' '• oFFEisiiiniazzi°,7zammeassoz •/ ,, , , ,„. II InErEgrar,L4 7,P2M7LX<7.==Me ''''''''' n ,3; ,' '• , _4, ,, ' - IrigYEE:WAVRANNIiNil. > '- i..---- _; 1_ ' , , , \ ,,, i= ', ' ''% '' ' , , ,' I '' 1‘ ‘‘S ''‘'S ''''' : ' ':'1'' U lignIREFITigg ggifil; j l' : . ,: )4 1, , j 5ii, , " ,, , - ' , 10,,, , , ' ' L ''- ' ,lik 1 '--2,-; '''‘, L 511051,TiffaiMItirg7.7032.:Trai, - ., ' ' N‘ — -- ,,. --, .. 0, 'aiErFininil'EFlaiiit4'11"19'2E%'''27:- - - 1\- '‘ - - ' g's g. LEK,14,173.ylity37,4457314NIETETP INLET PROTECTION DETAIL '', ' • ' -- - -' '' : ‘ N ,.$ 5 5 M LOT# .k.`4 -Z NO STRIPPINGS TO BE PLACED ON ,- (I)< TABLE 1.2 EROSION CONTROL SLOPES GREATER THAN 20% (CITY OF PORTLAND EROSION CONTROL MANUAL) ;,.%F.7,.. .-\ .:4...:,L Z71",,,,T, cm-20. 56 - . \ WM&CR IV ROCA P.) :. ilaj '12;52;„giClesEilt 63.6,65 66 '/(-Ox 'sEt-. 2/Z0/ ST In 0 I HAVE RE EWES THIS GRADING PLAN AND TO THE BEST OF MY KNOWLEDGE AND BELIEF IT COMPLIES „. 1 "a,1,.....'„?, TO CITY OF TIGARD CODE AND CONFORMS TO THE REPORT I HAVE PREPARED. ''''EfitTLIP:4•17iLE''Y X',7a,,, igiriERACIBITZ'F'L''' A. STRUCTURAL FILL STABILIZED CONSTRUCTION ENTRANCE OF PER MG NorPTER 98 N T S 15 .,„.,•,.,,,..„„.„,„„.. , . • - : . . • - r.-- -:- -- .--------------:- ;1 I .1 1 I 'I v-1 1 ' 11111111111111 tli1111111111111111111L1111111111111111111111111111/111111111111111111111111111111111 24",\111111111111111111111111nilimlaiiiiiniliiiiiiitiliiil min Iiiiiiihirli riiiiiiiiiiiaticilniii aiilli ' - -- - -.... - ----------— — -- --- - —--—-----..-----—- --..-----.- • ,' ' , ,,. , , , _ _ — 4 2 1 "` 2 . F�N>.N=AR AU.�RECORD E w .µo. L- ( \I l' —1 24 I 51 'I a i. ���WI 40 �—' � �� �-� -- --- �.,�b b��° ,.,,\ 1 \OGE i_co $a a z$m o e x , -p R LDN9 a.5/w 2�:.q i ^o NE\ 12 s' _ �,a8'a ase 58.485AwWTk °*a,„� }.' \ 13 ! 6 LT8OIN w ��' u:W F I n / INSTALL MAILBOX 1 OLI• C u' ^ (o/ \o U�- ' flEMOSE EXi6 eMRLADE M '� 3 PER DETAIL SHEET I, r,.Tor. NCUT E%TG - -- = m ' y 14 D ,Sc PI MATCH EXTG RoMEN W 2+20 �oFPAE 1 } - ° ,° �4 , M E%TG. PRDVENENT$ .I 10h00 Q N JULIET LEFT JULIET RIGHT s W DEK B SrTREE «, ✓i G«9Tfl NG RAUP,w a '''AV o° N ��— 1 S.W-B JRGUNdY sTRtET a CURB WARP CURB WARP __ 4, R�P6 5E ET,D�,S ' ,�° z N.T.S. N.T.S. REMOVERE:11 zw. -� CO �44 °fi. V` GIN IT ONC ROW I �° s,,„ ,� � V , URB 71 TO MATCH EXT Ir C° A. -DU RE Etin 'FUTURE %� �.. 'i 5,T], �w5 � Z I _+� LOT n AI 'I AI , o macG], 84o]6B JUL T TERRAF , '`'Sa . GJ I, I 000 OEKL:STREET "J°K� ��� BROOKLET TERRACEoa N L _ _ _ J . 9+1J 6: ONS1RUCT 24'w,.E p I P K T TREE , 2 =� ,��o _ COMMERCIAL Dy aWATSPER �'sy N m _ - TAIL SHEEP U f' a I oNMERCIAL DR VEWA R rJ a __1 B CK % FT PANNG _ : ] VIRG BLOCKS F 15 W/5 R%26 Fil _ , Ti VQ o a,T r,e15 GHT DBTANCE I _. — —__ oo; 2 w flANGE P. 11 31 m TIVANSIROu ^a' " A I- .] o rc, I I �6 � 23� "<o 26 w a]0.m, SLOPE GUTTER Aw.T FROM m� Z / Z _�� . a u u TIER TRANSITION BECIN GV o n o w r _ CURB f n o K+ - _ I 3 _ ROPE IXITTER AWAY FROM 55R.5 Cr)'GURD __ / I I �- I—T II8 o i liy!!!E!.1!„.(iieglig �� (V I,1+BS3], 2t5 L 2+ I � � r•l oat Lo �_tl �� I BECINIRANSIRON TOAOPEEEGI4.93,,2.5'LT i I. I` ' GUTTER AWAY FNgA CURB N TRA Ng110N TO SL E� Oil cuTTER nr FaoM wRa L <, (ft.) BROOKLET LEFT BROOKLET RIGHT ` 27, 71'� �y I I I 1 :: ,32° ._ I ,-.. 2,1 EC I 8 CURB WARP CURB WARP iI Io�0 E- _° 3Ql END GUTTER AO' G LT.< _ 1..y CAB____ END FROM AOPEI Z I ' i _ —__ .__ AWAY FROM CURB / / L✓ I W \ 0+60 JULIETHM(M fFRHEAD \1 0+94.,,JULIET HAMMERHEAD 0+00 BROOKLET HAMMERHEAD W f^I..1..�l�2 Q BD.00 BRoa LET HAMMERNE D LL o O I IIv ,-- STALL STREET LIGHT 2+82.04 BROOKLET TERRACE= /21 IL `°i 1 I 5[E SHEET 12 OF 15(M.) 0+45.00 BROOKLET HAMMERHEAD / I ,2+§2s6 JULIET TERRACE= 10 1 I 0a49.,,JUUET HAMMERHEAD 5 I C V 11 .5R 50 yE D 60 o o i Pi eT e . _ F R It PROP.MEET REIS,mO W u. „ oRs+EMEE,,R,ES mP., '° PROP.SMEET,REFS Cr, °„N. N®I BI R" I 60 ,5 i II— M RPE. o Id 9.oMR= 1 a.f'k. PWRT.,, ..M �NT C W.RN,�,.., a'.t; —Darr... SHEET �,,.o w �,2 , ,o°: ; &RB T2.Or2.-a� ,E 4 rM,_ . L ,.To=M �,wET S.W.JULIET TERRACE HAMMERHEAD S.W.DEKALB/BURGUNDY STREET S.W.BROOKLET TERRACE NT9 °F NTS Ns 15 (PRIVATE) �—, _•-- --...,.. "_ -_ . 1 I L —I tilillllllllll IIIIIlil1Nl IIIIIII IIIIIIII16111II111111 di21221111121112111212112222iliniiiiii 24 P IIi11IIIIIIIIiiIIIIIIIIIIIIIIIIIIIIIIIII11IIII 1I IIIIIIIIIIIIII1111111IN11111 IF.111111111111I11IIIIIIIIIIH111f111111111112 Ii1111t11, ina 0.4.R 4 i.A4,AI 1 .P Izl 44.01,41M ,4 - 14,4 411,41.a.71 afi,d21..ae ludludl tall efGalLgt..611 6412ak,d1.aR.01 y a o Peons 500 s.W.OEKF113 STREET 4+00 S.D.BURGUNDY STREETI / 2 490. PN ELEV469.63 u // = m F.O._-5.33 �� K=3J.00 W L7, rc 105.O,VG i - 0 - w3� 3� 480- I 1 g 4 4d �. LO POINT ELEV. &13 a f~ - 1 _ r 0 POINT RYA = g 00 N STA 4+90 . 7.195 PN ELEV-426.74 �/. `\ _ - :303D 4 j kn ,_ - P 470-- L 450.00'00 + o S o..3 " i.1,/ g,i;`'. Z .T.'i..' "8. � U H I.POINT Ek-428.59 // HIGH POINT STA-2+I8.41 PM STA=2+50 Yz PNELEV=428.64 r AD 1.43 0 I =20.92 [u _ oir d�sall 8m> �_� 4oILI i _ O N o' -g am 420 tEt ok' w Y g s ww ¢p 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1— SW DEKALB STREET 0+00.00 TO 4+00.00 i t N S.W. BURGUNDY STREET 4+00.00 TO END SHEET 5 1"HORIZ=50 E A A Ax 4LO W FOLDED a D EL0 0 r 1"VERT=5' OF N La _ DAM 2/ze/,; 15 T- --.r ; h 2"l '{ u{ IIAIlulllll midi unlnnllllinlnliilmiIlll IIIIIiJLIIILItli ILIIL X rialrimiil Lmilirruull IWll Illu1li I I WmliI IIII IIII l d llIuu InnulmIIIIIUWIJ IIIIi I001 I . I.J1_ L�da7k:I ...inui 'nl°Lall$I' ..1l.�?L,4'I.e?.n!L. .�Ht6.a1.. 7a 1....Ea.1u6aAAL 1'r ..A.? !I.:l 9°aA..4..4.&,.w!".s a a: A 4lIL I V PRIVATE 45o OW POINT FL-.429] \ RENEwS 6,0/0I kW POINT 51' -6+66.6 \\\4\ TA HIGH'OW EtEV=4}1.10 PM SN= 90 .66 HIGH POINT STA-10+]9.99 PW Eo V-113��93 PA STA=1O1.60 PVI EIEV= P 75 x CO 260.00'VG I v n mrilLill III .j, 40 N 'ate 40 45. \\` FINISHED '60E w •^ Q N _ N �ry'� oLEN 1 •LINE `INE aCC Op=ES° Y !Va - tO 1 FxTC CRAOE Z OE IZN ExTG GR,t NExrc GRAD• 4}0 d- .INI SHED GRADE m F =. , ,,,, o lz aT I = dill ,,,, ,,, . .. ? , , T LT 420— m.w O1 - 40 0p 1+OD m DD 6+00 S.W. JULIET TERRACE 2 JULIET HAMMERHEAE PRIVATE Cr) BEGINNING TO 9+20.88-PUBLIC 1"HORIZ=50' 9*20.88 TO END-PRIVATE 1"VERT=5' 1"HORIZ=50' U 1"VERT=5' HIGH PONT ELEV=459.20 _� _ HICK PONT STA=2-19.04 PW STA-1+7. S n PWELEV-461.9 S OW POI T ELEV=451.61 '•i,D P a LLOW.Z, ,11 STA_D+2}I =30.39 6 d1$'c L S T� D 4� PM = 51.Bt rc 111 W t}4Y .� 44 - 4 1 EE 70 GRADE . m LW IEkLINL WIG CRAOE y TED GRADE m 38'I 460 ''r nNI2 ,3m3 e J ......aez......_ .^. "z60Xp i '' a TC GRADE :::j ii=a 5 el--001 ®' E.1 . m L" I �.' 450 AI .16 GRADE o`'WI W III CC 5'"A�9 0400 1+00 Rf _ . ' OFW 1+00 2+00 3400 KYi 55 H 5 BROOKLET HAMMERHEAI = CO S.W. BROOKLET TERRACI •;fff=` k SHEET PRIVATE 0 N 6 PRIVATE 1"HORIZ=50' KM_X 1"VERT=5' or r 1"HORIZ=50' 1"VERT=5' 15 _ ... _..•.-.�..a._... :F .. .� '-.__ :p ': f`.r-:.... — _._ ,..--^-- + 't--'+` r'.. .- ,t I . lq IIIIIII IIIIIII1Ho IIIIIIIiIIIIIIIiIIIIIIIi III IIIII fllllll i II:1111IIIIIII i'111111II Ilq iIHII111qll III NIIII iJIII III iIIII IIII iIIII IIII IIIII I-III inrimI IHIII iI I IIIII i II • LA.A ..,nAG 6 1910 mil Fl.1>2I.A.d isl alt ui . L, .11ia1ma.Mmk ULxA WAIxI dAImAZlunbEI J:Indi LMn6 4 "M ASS w. ------1 ,1IILi 42 1 40 39 n� .w,T... R E� xWS 6/30/01 �t 51 I : 9.]6 SOW N �Rw, ty / '85206]62LT) "r_ lL ouE'N \ RECONSTRUCT E%TG CG Y3 CB /_ "� , 1 11, I E GRATE=475.38 54]03] I ry r I 1 l I ,. ` ` I IE (E)=J69.96 I 12 W 926 w .s F y 2)63 L B -j ' L ( 68.40,320 Lr GRAT° 42J L» 52 /IMi \41 �, �' ,(] 4366 L» 1 2 6 J Q Eg.STM LAT E OUT 2a25 `.. - /I ; 1 13 BREAK INTO BASIN W PVC I,J CONNECT',O S SHOWN e 'vC 624 LF R - / 0 SOUTH W/mot 0°P /]5 L_F 55, CD-M 1E LL M SOUTH 4U '13 IL �� ADJ RM TO FC , ii OUIfALL WlH V ':o "• 3+5004 SDMH } TO -o c e Py gyp•/ 14 ].F5}40 311 L ' / -.. NTO M k CONNE / /' CONSTRUCT OVERP� n -� -. __ -� E%TG b k o+.5a. -*.0 -_ - 1 WN LINES ( so W » ExTG, S W BURGUNDY STRR€ET Z +80 IE N 42tr 444 (6+e]4B 1480 L 2+5 ,�+00 N 3 �' 6 PK IE OUT : M GRADiE 4 15} r STREET S.W. EKALB c !.-65�-z P� 15 „"PVC 36�. &SE 15 S s ro+0M 553M L EASEMENT m_ �� �� I I I G50 41 Ft02PVG C+D 599 v%I �t5 38�8 1 ) Gfi N1ECB a]6'3 ��o . .. I, os mz DD e s /r a•Pvc �yyi p}P s° I _- �i 4 () 30 0„ L rnu U+9 0,9 }t' 430 LF) PVC 10 CS 6.63R _ ,�/� [xT n n BREAKM °GRAD/ ' p v. ` _ W I CONNECT L°NES AS SHOWN ' PVC J 2,,,R,Ci LANES I 45 tr•PVC(6}.72 SDMH YG2» l i0 DRAIN SPRING 91M G BO ) nu Wu CD M CUTFALL TO ATEF AL ANOSPLUG _ BEAK MATCH SH 2 1 WCB M} *OSCB AS I IE 'Q 0 TPALL TO TIE 6WTN III ELAN}w ___- o 529h LF 10•PVCLT) ID93L35, IOeh Li410P5 ) I 10 11 IB03 222R PVG. f W 'n 1 i __ I ` IE WT-szae2 to -_J-' _ 65-391z 2 1 1 CI , ' I, z5 3 - �LL 8 9 15.96, v) o+ „a_ IW ` -�- \ 'E 3UTA 405.59� IA -- --- (GRATE 6,450.74 0 161 I CJ 1 d4 oDx s = 1731 LF 10"no o U - Ca VV 1 Ro LSAENaialav T. I .e]z PVC - 1 v-1�-. -P ILL uET i a 3+49 7 F]0 6 3 .-•CC __ )� C TO E%TO OUTLET _ (//�G` L \ A xnl¢cn°E"uc.: s.tl SEWER EgSEMEM To �4.5' '-": p PVC -_ ' a D=8.0' r J : 8 " 2° 2+]412 SDMH R'] PVC VC n 4•P D 4 6]Y 'L ,2" I tD2 LF2 5. no3- " _ a 1i` 3s.80 sOMH>e I L_ d_ QNy- 4.PVC 1 4.PVC (0+]4.98.314'L / \, ` \O.7-• �lT 66 3+45 4•PVC PROPOSED 20.STORM 25 LFD 5' I STORM DRAN SYSTEM UNDER g 6 .63 SOMN P6 I �/'- A JUR 50 CTION a o 1 1 + _/ (0+ 45.,0.05'RT) 1 30 LF 5 WER EASEMENT OSSB tl 1=8.5' I� _ i' GRATE.42>.32 I D=4.5 E (GRA 242.10.05'RT) ,P,o 0 D0 EN.SDMH II/ WT=421.92 GRATE-455.46 10 e p „c BREAM..MN I I V�� is.z6 LF IO•PVT: 5 6 IIE CUT=4..66 .'" M &CONNECT +e 20.3BJf tF 95•PVC W s p P o '.'_t E%TG. a•CAP 1 i0 LF A Sq yy ._ -___ - L,_ - .�9 IL1 �0+4.005D6 q s vswR T rE ,z uuwR al 25 0 510 Z \ -\ E.,c.NN,.ET - 0 J \ ag N d 6,a C,uR :1 hhh,, a,„ 8'VERTICAL eMAANNTB Q�f 2 ■ PU eo -o. _ _=I I.III III1Tt .15 •,L ' II-III'=III; as B q q,ICq n ' Ti.s c a .■ SHEET 0 PMANHOLC r _. -• -- mLu .x Acc ♦ a calm or TML wazc OF EXTG.48"STORM MI-1#114838 WQ POND CONTROL STRUCTURE DETAIL �t E e6s�hM Lx a+w_ D„E z/Z/i� 15 SCALE:I -51 Ns _. -._......r.- L... ..� .. ..- =o, �.,'-1-•^-•ter+ I _ _ r €1IIi1111I118111 IIIIIIIIIII'IIIII111111IIII111I11.IIIIIIIAIII 111111IIIIIII111111IIII 11 IIIIf{lIIIIIIIIIIIIIIIII La IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiil1ININIIIIlI11111111III111I Mll1111111^li0I III'IIIIIIIIIIII1I lllllll1111111111111111 . ._._.....-. L4S�;ar 61M1�6.M'1 �x�'6 iZl i!L.:u°6�xi hRI YI z Nl a;�l I!J,.e{d,nM n�6�a:44 ..:�-t-= t6.Yxsdx�ffixvTL�«t,1PAx.I,FA..m'°I Llxail:xn 6�ISI d$I�Y,44x�'.I�.YPd.Y.°J:�n��d.°d.'h:nod xszl.a�6xY�� 0.0 PROr 4N. M coo5E' RExeNs a/3o/oi NOTE: 3'MINIMUM PIPE COVER 0 I— '_'Rn NAGVE BACNFlLI GR U —�' NATVE BACKFILL l V eA I l eACi'FlLL Ea i m —GRANULAR BACKFILL h w < �� 460 FINISHED GRAo IN FINISHED : - �W_ _ 450 / nD Fxrc GRADE EXEC wDfiFA _ , ,,,,, ., (,) 6.SKI N /S mu6<—_ . 9- CA{ Es- SAN 4ws .,� A /sfio.i a m;R. asAN '_ N , 7 w lit= Y �/s siiF �. a W/ - /I s B.zax 4' &AL os= STM B 4,0+ All AA r g mw MEI. ,.HORI. i . 0 //�// ',vw Q LL iiiii i 400�6 SAx 1.B25�2L L. 4 a TPL 0+G0 1+00 2+00 3+00 4+DD I S=14.1531 /0+00 1+00 2+00 3+00 4+00 5+00 6+00 H a so SHEET 8 moNE0��z%q" GF 15 C�II Ulllll„ llhlIIIIIIIJI IIIINIIIiIIII1iIIIIIIIIIIUII IlIUhIUHll FUllilUElilil IIIUIIIIUII�II X`.IlliIIllUhi,OIIIIlI B6�u 61N1 HNOII NNh6„IIIIiIIIIIII6�II6h IIIIhiU l IIIII IIIIIIItIIN111I hllll IIOI1IIg1IIlII . l - ♦ S 5 0 3 ♦ ] / O 5 L.rILDan�Lx�L»r� ,;oRa,r Lx1�11-,�n�I�����M,RI'I.n�I��,�M6��z.I,i�I,M"I��a7.LxaL�-` .L�y ��xni��.♦EL,aida��F��drd�x�n���F.xn.LxuI. L��n��xxMxl�n�IxaxS.xeAxn?yal�nxnx� �,. i •V • _� ....® ... _ - RE,M�6„0,01 ,sa,99 NW I- x 0 IT- I� III —L-- \ rl I I rL � 40 � w} oN.F .xaw I— 51 V I , 1 II I . 41 III L 0 1-1__t II I 1 �I2�— ��I;;� 12 e " v E Ct+89..C4,538.61]A•TLT)A]W E%T05P5NH(USA 1125N / /I \ I I `,- \. b H NSA d22525R it K PVC BREAK ]L I -I1 �� - 13 I ;PVC I `�' s_� N � Er / I 3 LF - - 0 E in+] n — _ :9s 'I 4 „oD- v� p_ RG�MIDY�THE 00 \ 4+PVC - —�{j, _ S.W. TTT2 ��1I a �� ,�11r," �� �I II TI�P �� cn _� Wi D` .5 3+69]]SSW CO GS 0= 2+A].6 NM'/2 `65 11 1 L V - l 'PVC(8+W 22,3.49 4 LT I V `r ,1 OP NTP OE R r 135- , 1 _ __ V I I ® I 60' I -- -- 1—o EASEMENT US 251F I'p_J_5• ... 0 I � _- __ 1 y I' '/ v I i g / a° :t M I J oNNECT'86 PVC 12 lF EKTO M 1 P C 81.-- _Ur 1 _--. m m 9 '1 PROPOSED 2M'SANITARY g:P 1 3+PVC I.% j r n'`o i IZ_SE 18 F 1 LF I ]�]. _ `�o - uU+ ~`V 4 30�— Os6.0• dU D=9.5'y --- I I / p qo A �- ry O+M —+F _ NOTE. \ xnw� 11.2 P -- add - } - j / SANITARY SE aN SYSTEM I2 doh +tf L PR co+eaasasi oo�n I USA Aua mIFFFFFFno , � 1 u D CC SEWER EASEMENT T 50+].A1.6.56eao 'Rn AN S W I /-\o N E EASEMENT --.SE.'Eo 15•snwTARr PROPOSED jl EASEMENT RM so, 1,..3 ,g 10A6E 5 36 > w DPDSEM 1 $TD I I E*TG e' v0 1 - —�R- I D"�5, a&D• nV.y ki 18+LPG \s '' Svc 5 p '! I \ e �Z N�]5 SANB a.PVC_ Ip-6.o p \ \0+09.00 55MH H \2+�30000 SFN D „TT 6+6&8]CO A-� � -� ��— Q ccN +OO W SAN - 25 0 50 x snu T.Rr sewcx sr.slns ( BREAKFIN�TO M k scree soxusxi 60 ',Z Q SS i LA SHEET 9 TMWE, .r. fr.z /. OE 15 , I IithIIlIi II IIIIIIIIIII.III IIIfflI IIIIIII IIIIIIIIIIIII IIIIIIIIIIIIIlhIIIIII IIIIIII IIIIII�'NIIIIlII I'lflllllillll IIIIIII;IIIIIIIIIHIMIIIIIII iIVIIIIIIi1IIIIIIIiItIIIIIIIIIIIi'IIIIIIIIIIIII I IIIIIIIIIIII IIIIIIIIIIIfIIIIIIIIIIIIII 6rxMa 4.d.i.„1L1i5 r l?Init a....1ARI T III...?1,1 a5I El,n.��a r ♦ s o t ♦ s s v o s . r nrm _ mum.u4w6uau6.11N4.,,J„?I I�Ix�A1��uN•1�1drr�l�nd�Iu�du��r l wr dul lan�llnu�Iu�ku�n,b rudi911n61]I�n 4�1 dl�.uk�•A••.� y g ,JD 1 I_ NAn BA NFlLL ;' • _`I e EXTG. RAGE/ / PEND7 VIVO' / I V 460 ^g i1nI5NED GRADE �� CO lmm i $m 4aa "'?� CI N "• , Rgi N e `as E%TG.GRAOE uz_ /_ o I50 'm /8'PVC rc N$� '/' V - w3�' x�fpp �I 1JR.643.3 LF 430 -- a�� / / of 498.57 LF o'O �� 5-68. (n "Nrc^ ,•91 IF Ai , - . rv:FINISHED GRADE / / /�//' m ~v A 420 =J0.96x S w : _ a.� W 5.� 1"HORZ=50''', $,I_ onrc0 �� WTR D 1"VER =5' +5 ww% Z 3 $ Et.PVC cin _`~u ( 4 SAN B. __ 1RM00 1+00 2+00 3+00 4+00 `Q / -1••NORz=soy 6g.30 r 1 a.JD If 1"VERT=5' • `J s=8.2. 400 ` 'NAOE NACKELL J a K,LL NA0YP0K at (o 460_ of Vrr 25.00 O% DD •• 2 W. 'W.FNI EO GRADE I 0+00 +00 2+00 + 4+DD 5+00 6+� E 5 e R r 32. 450 I— o e I NAP sALKFlLL a m s r s 8 sD3; 8 $ e s' { .k `0 a d'a DUG.CRANE amp--- __ $ tl� «ni." P/"/ ,"•?.. to PA'„ "1 / o =_$ _ 0 0 EEO, - _ PVC VC sTN -9 Z O 58 145.09 LF 5.oazx CO d 4J0 J1ISAN fl SAN C D .817 1"VERT = ' Ne 1 O 1"VERT=5' NOTE: IRO • J'NININUM PIPE COVER e•PVC 1" ORIZ= '•0' of " RT=5 sss x, 15 0+00 1+00 2+00 3+00 4+00 5+00 0+00 1+00 2+00 3+00 �IW 111IIWII FlIIIII1 II Rili Illllll I/III1pllill IIIIIIIlII6111I In/lilt IIIIII IIIII�i I11111 II /,�� ili liii UIImuul'lnmll luntu nulmnu tmnllNRnllmpi lim nnin�i�nmi nullim nulmnllln. - . I.an?,1,4 ,,A,*,P. Ma 41 I el a3[..A.A J.1 41 01..eft. I t6.16� 4.�Z.tfl,.AfAmA411.1..a.6.u3G I26N1�L.a;G..4.af1.a.614N.1, a...�I..A1.,AS t.•._.� PRO ,"x J Kusws a/x/a1 WATERLINE CONSTRUCTION NOTES cent of the wete D�w<'��,amPea app Ian aao�lea=,� Pw stomped�ltr approved pionsw�Inc —�� III'I��2.The contractor shall maintoin _ 42 \ 40 g w construction site ot all times. I �l I I 3.Curbs must be in place prior to hatallation of woter moins within new subdivisions. 51 y wtri 6 9 4tTl g<an<IracTan ta.<n<6a< 3. e u,AwwA(American wPf<,works Association) _�1 1* -_ $�I� _ r�1 t1 �_ bl o e �I6.All work will be inspected and approved by TPW,Water Division. I�i 1 , II b<3/<• �.._ . r �i a+ae.e2,. D5 L ' I V o 1 o _ I 1 (1 DN e 11 I. r 11 I II 'I 1 mdm(mechanical joint)unless specified B.Cover for all water mains in street 0.rights-of-way shall be 3 ekr .ha 6,Aa LT I 152 ,� 13• i 12* m_�� _w, ar tin=ea grade V ve operatng6,z R ar. nut 1 _ iji7%; ' 1 extensions will be required • I.B36))9.2 I� 14B"D oGo EG _ o 10.each to cabaret,an0bendacc ( i even 11431.47 3 9+00 , km 0 of each tee crass locations _ ,� _ II .r.6 board Pont service S.W. +�KACS — �"" ti._ BTREF�T A<^ g' ma u r Berea $TREE- 248266 T pvg v,"��'— — _. location,am remain there ant the � � by �.... =IC IAA consist of a Mueller Company. PT tee one 2 T. Yc compression I.tt ^ I 1 4 BENDrxs �. 'V ® a hydrantx MJ holding spool,and a Modern Mueller Centurion 6 ST pumper),hydrant, °pM goo op ate valve.69 Ina s ICEAn�N I I I, :l 1 Muellernut,opening/eft,color,yellow:Approved Equal: Pacer 0 �_-_1 I I II FIR_ RAN 0 T) / n �� 6+9620 2500.RT) �+1'a ^ r — . r/� _ih tl k t !— I OETAI�SHEET As,4 IX 5 1 SERNCE ., � SEE DETAIL SHEET 14 OF 15: ( =1 (e J 14.All sanitary sewer lines within ID feet mode o :;.maps 90ashoteb< j �* Rn A 11 _ feet vertically - - I 40 M 10.29' 1 _ 91 �5 +11 FIRE Hro l0 2 No. ,)TEE encased in a reinforced concrete jacket 6"Miss for a stance of 10 to 1 ^ ' Cr)the degrees with of a water line. at pP I • 11 � 15.All mains volth a static pressure up (pounds inch), tea _1 �, r<i 150 psi for 1 hour with a maximum loss,e f me.the static pressuretictar,hoar NOTE I � �'! 84.93 existinggreater than 100 psi sholl be pressure with a maximum loss of 5 psi. to s CONNECTORS TO MG 12^O 1+61 k 8 64O 'Y SCH B 8 9 /'13�P B —SCH Bo 1 _ R p PRESSURETEST k CHLORINATION I I I'. Cot- H� o 16. RTAP ORECET-TTAP-Otlr LUG AFTER TEs G g�I 1, 0 ; I - a e ; shall be cieaned and flushed re.potable water prior to disinfection.Rushing velocities s COMPLETED 1 __ __ 5 feet per second.Disinfection shall be in accordonce with AWWA z REMOVE a rD BLOWOFF a carmE L I 3* ` 1 0 a� Standard 2shall be ot least ' 0 TANG PATTERN 2•SOLID SLEEK. - d L o a method of disinfection shall be used.Disinfecting mixture sholl be a chlorine-water H 3626T IF • W J solution having c free chlorine residual of 40-60 /(milligramsdisinfection mixture will be prepored by injecting o / ). 1 III d;� W 1salP •eo i IN U s a�'„ solution into the pipeline ot o measured rote while fresh(potable)through the pipeline so that the chlorine-water solution is of the specified .(both.lowed to °sodium hypochlorite and water \ i -_ 1 __ __ I1 < IrrI --- 1 'n P Treated(chlorinated)water shall be retained in the pipeline long enough to D CC nonspore-forming hooter,Typicol retention period is 24 hours.At the e.of the 24-hourrf PVC ke Tg636 period,the pipeline is to hove a free chlorine residual of a least 10 mg/I.After satisfactory chlorination,Push the water from the line untit tn.water througnout the pipeline is equal � �a • �* • �I o3p h%DTI SH60 chemically and booteriologaelly to the permanent source of supply. Dispose of the disinfectIon N�A 4* u;o� �I �I, water in an approved manner.Do not allow disinfection water to flow into a waterway 1 TE wATERUNES'‘IBE-ELA adequate dilution or other solisktOlory metficds of reducing chlorine residuals le,a safe level as PER PRIVATE I.LMB NC CODES.DEO '/ II / 3z s8sa Nuz mandated by DEO After disposal ond flushing of the disinfection soiution,there will he 24-11cor retention period prior to bacteriological testing,Booter,ologicol tests will be taken by TPW. E sampling a at Hu a nery St Leu, \ � 3)).Ot LF --- 2 r 17.Provide an 0 63 a 3/4"E oiSFema a Iron - J\ 3.3 328 L 3M1.31 LF I 4 / f u ,;% sc Bo uH eo co enclosed 'salt�fiD 1scH so * % in a Stalk,shall operation,and the water will flow in on oll-brass II� 6* 10 �` a All require sta key no 0��9 A L 5* J per Mt to an to B<PaTne<a tr will be brass.astanding woter pet cock on ,6.water meters <installed n payment bra others -- -_ w CC (owners).A pater meters mcte to�an irriiga`.° raper - — _ — — — — — — — — Oregon State p A(Double C 6 o g Volve meter for Assembly)instand institutional service.regardless of size. alled ove the proper Oregon State approved bookflow prevenbon device minimum of o NOTE: Q OCVAshall nin ca ShanI•NDIVIDUAL PRESSURE REDUCER be installed and tested by the before watt'services cab beg er,with the results forwar0ed to TPw Water Division, M0 PRO AY BE6 QU UIIREDBA PSI.THE HOUSE 'd"e w R water loss,overhead,odmnistration, Mole s-bu01a drawings.up0a ap aster map,intersection m .,.,c. SHEET etc.a.2%for engineering ew, OPERATION OF VALVES IN THE TGARD WATER SERMDE AREA 15 PROHIBIT!, 11 aii" 1 cri1 -`o: ` " ` OF 15 • • 0 uulLlII{I IIIIIIII II/)IIII 11I1 11111h IIIli 1111IIIIIIIIIJa11 1111(IIIIII mill �I ''JWI HIIi 111111111111!IIDII 11111 IIII111IIIII I IRllll1J YIIIIlfl1INII1111111tlI l Il1lII111 IIVIIIIIII 1 us�° e1�I �ANQAlMI�M�I�I1.b ���6 L �Ld � �u�Ld� A ZI� 3L�O5Lxwd�a8n0�30d'L ?Id� �Ls - 5 L ss • • ---, ; \,,,,„•-•, I •°/ eg,',•-. I' v ------------, 1 11 11 111011 — 42 \ 40 ! 39 11111 51 , , 1 •,e- — ---- \ ,---___----- PLEASSISTVEWRIAGE, TWARD.OREGON (0 , ---'--1 r 1 111 1 11 1' MEET LI...LEGEND I. 0 8 1 1 1 111 L - A / i 41 \ 1 . TwO7=ZZLtrIDT7110 s. kft a ILOSalt 240.11.1....NW n 52 ,1 r L FE S ' * ROM.MC Val Some as ok. 0 ' )-1 E- I---- DO Re.R.0.111 I. 'fi I 1_1 I 1 1- sw_AL- ,f'// , 13 II w : o - ,—,—..,„_,.. • • OTITIEr ,., ,ei e ."e__ ---2L------ -- * RM.SWEET GO.{.1.1...Gs of. 0 rA IIMIS L;,................... /I'/ 0. -, -.40/;,,i/ 14 \ Ir'' , .00 10.00 4 ,,,,...„...:00,06 --II: ,DrSTRE a. S.W. 1' MECFRSET .--- '00 ret - ‘'' iAltibb._ ---- , . $4,,,,, ..... ....,,. .,:ori,•004O.fip Z 1 1 ill 1 Wir‘%, /if/pt/t, flailaggiets?* I i L , I 1 1-0_Ls- I I 1 11 5't, I •filNeco', , Ak iaol‘ 0 LI'Iii__ I 41 ,' ooLiAri or ii op 4 0 WV EY W (i) 1 f 11 El 1 I i i s , , 1 1 1.i 1 ' s I: 0, KI) 'I @ -- -- §I _I I S - I* I fr1 1i1T -- di; I. 8 oi , 9 •-1 IP 1,1‘. ! I: ,--- 1 1- i „„ 0: ,/7\ ,- O __ 011 - „, --------0J ''-' ? 8 0 -- -.-'-'' LL_ __,J L.wi.0,,, • . VP' U *.- -- 4 ° 7 , r --,_ I ! 4 •',cig •,,,o, \.,• III )--. I\ • ,— -- li i---II j. . ,_- , • _-_- 1110.10.-1 '''. — --- 0 1* • ,r- / i A \ -\ L_i .0, , C) ! : /- 10 al/ , 5 6 ., / , : , —•--H' '-' I 50 W./11I _ i — >_z < i= w ,- ,= w cc 21 01A 11 10'LODGESOLE — I...I.... TREE STAKE(OP EQUAL) SEE STREET CROSS-SECTIONS FOR 2 S.A..012 OA GALV SIRE-- TREE LEGEND(PLANTING BY OTHERS) NAST SORE BEFORE AND IF. PLACEMENT OF TREES BACK OF WALK c":, FO lw. WRAPPING AROUND STAKE--TRIM 31 QIN LIDLCX LAYER--SET SYMBOL COMMON NAME(SCIENTIFIC NAME) SHEET 4 OF 15 0 W SCE ENDS AND STAPLE SO STAGE CROY.OF ROOT BALL I.ANA 0-UJ nusu GRADE BEFORE MULCTING 0 Columnar Norway Maple(acer platanoides'columnare') . 2 ce MISSED GRADE _ ,i,'.._ ___, REMOVE ALL P.M STRAP AND =b1141L ISM :=NIZTPR'E'D'ARE7'' SHEET PLAN..SOIL ii't:TANSGI‘i SeGFItigi 4E. 12 ME-SO-DOOM.DIST "laErLiN'S'AitAFESERFOME t'anagErELA. 121 TYPICAL oF TREE PLANTING DETAIL 1111'C'"""''''' / 15 NTS ,,,.....,,,.,-,..,... . . - 5 I i I I ' I 1 ilddllitil IIIIIIIIIMIIIIIIIIIIIIII 11111111111111111111[1111.11.11111111111111111[111111[1411 2,4.X•,,,,iii1.1,•,„„111,,,,,I.,„„,1,1,„„[,„„1.„„„1,„„„11„„,1.„„J„Imiti„„1,,„,„1„„,„1,1,„„11,,„„1,1 . . • , WIVIA41...04. 21...aaakma..ae,,km..4„...t.aina,..a...a,„km.,.. kai.„,..aataimatk.,..t.,.atakal..a...A..a,..t....,11,..t.aumaana....a...a tIs III '°di ©Q��©_ s .� r _ L R� . uN � � e• L 1[��e ug I—'-- '-11- sue. SIDEWALK w MOHHRE eli � WWwV2wwwo, a • �a L.Ala „ � T • • - R1"7 _ a• =Wfma�. m I ' 1 e wu w:.• muawamun� •r.rmmo.aa.®mm,eav oirenno r. .x.,ww.,amemvcm m.m.rvmaw.r. unv V'um0° '.m eCGAB AN GnEP ��, •'a`re �,..»»..e®.....w. � ••` •,••»�••� Z oEoa r mein. p PIG�ygyppt GUTTER 6c CURB NIYC .W.yq�..� uMMG S 3'^oe �°""' - .xmexuv Aur °` ..r unsv r A .- T_ '°'.•'" t20 INLET CATCH BASIN ® v». DITCH INLET Y"®awny� (n E EMI m 128» Fred&.... 162re �''--'Sfca _ Yr _e m � C. CLASS CL„55 xA Er s41'67 is e— L -}IV'_' u,un e.xunr ° PLAN ^o ,- .pi "'. � g�„a„._. ��..,ar.�,E.� 1 v'^ 2 2. �„ " A �,< � , . - , ��,µ,a,, �,..,..�..wE r..r „ c1"A'T m°'1 FET,E4 ,.ire -,s0 TV-. ny• G:a TRENCH BACKFIL DETAILS �rMOUNTABLE CURB DETAIL »�� Pa„ �,..vc:r"" }� YNfIW „TS NT Efar2O22 o,o ,m SERVICE LATERAL Vfll7® agenCY DITCH INLET N \ oPavn„c„o.ixo FNRAmME AND GRATE ®pxrA I�/ mmwu:o voc ELEVATION orrowo 11 .A w.o_ jl�, m�.o .mar g , i�� .Y � g .w. �. L7 � JI .wow. ..1 �; ¢. w_ r t'JIM g.=.z,r= ? owWu- n e � o a-PLAN..,. ,. ,_., — re., ® .� is 4 _ MI I a IA'i2,2;- Ye, . CTiCA A-A SECTION B-B �' 1I;Y,� 4 mc«,,.., ii ,.cam,.,,.... e�l sF ..A am �Ilm IIM MIlmMyNNpa W.3.0�,»TO WOOL m.,.m w . .,,. s au..mi.. 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A.3.�w� NIlL �^m R.0 ..s NEI 09., 1 ,T II art, ) eirsxxwNSURE BEARING AREAS BASER ON TES(PRESSURE ORIROFOUAPONPSTE..USE THE V.ITRADOLE BLOC.REOUIRED*ERE UM ,.'ND ACCESSORIESE Y.. t1 N.CONCRETE CLEAR OF EFDCErx, — — CONCRETE PAD o UTSIDE OF PAYED AREAS Nmi s., Om E(s)axdPUVG REQUIRED m�..N n A s)igeI mE E"s BOA m AS dU.IN CO.E1E PAD 'LL nnu n _ OPERATING NUT ow ,.® TYPICAL BUTTERFLY ew. (� SPECIAL TYPICAL GATE FgIIL ...n EKTENAON 505 ® ",®°yy VALVE 504 e CJ�I 6.DEARING AREAS AND SPECIAL SLCOONO DETARS SHOWN CP4 PLANS TAKE liLL0u0 OETriL eEiBBr,O uffw ff TRRusr Mods,wE arm... gifiaa , >- VALVE rm., b03 ., •'°•••• tilj 1 srau STANDARD THRUST e,c MM ff --s-s I B'PUE III=LPINII „ �� e DB ram, �— ELEVATION ��—^ d SIDE COVERc000 1 PROPERTY ux ` ,VINOTES J!;IJI aR / ENNIO �!3 - E VV// NEVER INUN D GUARD STAKE FOR TEMPORARY1.SURVEYOR TO INSTALL —/ 1111� ; 1 R. AN.STOP NETER RS,'UNE ANO LOT Is NUMBERS FARE G T,E PAINT ON CURB R x0 a (SEE NOTE,) mPPE TUN PLAN 0,1 SIDEWALK ADJACENT TO CURB suite �N0 y T ® IS -p �� /�-sOE�vu�2 eox 1rrT ni" x Pua,.m \ AS m Md � �_ / � m 1 °.n1� rilip BRASS uP TAN-P sine /� \ A 5 A W 31..wY �1 -CV '// \ nne 1 AR ER on is�J�eg -,�s� EaAE mAa ¢ IV w ' ,e• (OIJ �,11E10 CR EQUAL GASKETS IiNEECRETE SLAB " Te iRw,BIP B PLAN -' 'R 4 9-3 _ PEN OLAND(EOM +) .uA Bc%u_CURgoV K w/ FlI®Im aKf�� A- '71 -r- .n.e CON. B. SIDEWALK WITH PLANTER z - xa.e NR Td MUELLER�,sCOx ON V \I T e a E STRIP AT CURB ®IIB aPw ��P � E�PerTii uo xs) SKAT TO MT Q m�rsTa F. u xroRiwn In CIE �„ a ll-ETIc AT IR xw (o"pwsilr.) Tmrx PLACEMENT OF vusEs. ""' r/ n.EdxREESCM.MPT xwx PLACE VALMET AT,m TANGENOF THE CURB ARC.V IN FRONT T ?'i 7 LLI NOIE Gf FACE OF CUREI AND/OR AY x/1'�TAGENE AmN wrlad IEF'F W '0101 x ALA rrmx[Exrtn uxE as .f. �� SECTION STREET NOM Ill xw I� n s x S.VALVE SO=Pd�E IR . N VAL.ARE NOT 10 SE LOCATED N CURB AND rz �BLod NOTES . . mLL�� x ,.P� ll k � `Fl glo coya, AR ALTERNAlE APPRO. c M.,To DE NsTNLED M. ®., E.BR.xP �a E NN� N „dFlYYwD.GAIE VALVES MOWEE.FOR D MO x�. COPPER �N a ���FlBPRr.APR..nYa BY B.A.T ME MARSHALL , wAa PERMANENT SHEET w,NN s V RWus a rv,LRANT. Ay.owa F." BRUME. CLUSTER. SECTION S-R 14 PIPE e.�v sun[cr,O w,xss own r.P2<nvE.azr TP Ec Pw,wsO. S.�� T R FTP xwAcoozwi L M. Br dOxEd. s.... _ .an ..y,.. w.UST a0as SHALL x0i BE xAFm AT HYDRANT LxAnai w:u .. BLOWOff �.- Hsu RR.. "ww TYPICAL VALVE . _ �'E'A ,�-,-, 57O = MAILBOXF N.STANDARD Cam' _ E.E._ ®u.m..n,.a w„ FIRE HYDRANT m .....6 ' PLINO STATION 'w _ f=B�ILm a>. AND HYDRANT LOCATION 575'� �— g BC�.t �^ ALTERNATIVE �72w 15 _ RRI'0-2 ..._-- ASSEMBLY 542'� .��' _ 572w _.. F..... - �:_ �.. .»_:: ::1i 'aTe " ._�. � - -- . -�.e-Ir�r w ___. ' s F _ , y �� 111!IUIllllIIII IIUIO1IIIIIIII�.1II16i I1111IIN11::619P11. ilitilii����IN X II�MI1111111,IIIIIII'I IiN:I NiIIL N1111I 1111111 liN INIVVIL.IIIIIIHI IIIjIIIIIIil IiIIII611IIII I�u llN IBI�I1111IIIII . . 6x...r..7s+;;.4.�m°6 m,..21I��I. .A,96..019.1 m I1:I An'?6,nRh.,,,t...a.R?6...A a.+41,s' tl.4.671. ..l,I..L gal.aA10.4.7 111.iid.sK,n?A...1:b..1418.14..A. 1...1!.eHs . `3o PROF ,,PR PERMANENT SIGNING LEG E N TYPICAL STREET NAME GENERAL SIGNING NOTES: ALL STREETNAME SIGN SIGN INSTALLATION FOR / � / \ INSTALLATION FOR '\- i. ARTERIAL INTERSECTIONS. � n..w MUTED RI-I �30"'—� LOCAL&COLLECTORS hql` 1)CONTRACTOR SHALL SUPPLY AND INSTALL ALL SIGNS,AND IS RESPONSIBLE FOR STAKING SIGN LOCATIONS IIDOT TYPE"R' INTERSECTIONS. 0,01:0, RENEWS siwio� STOP I REQUIRED �SW JULIET ERRI fib, AND OBTAINING UTILITY LOCATES FOR STAKED SIGN LOCATIONS. SIGNS SHALL BE LOCATED PER TYPICAL \ / 1 SIGN LOCATION OR AS SHOWN ON PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE FINAL STREET SEE NOTE a ® p OR NAMES WITH THE COUNTY SURVEY OFFICE AT 846-8723 BEFORE ORDERING AND INSTAI I INC STREET NAME SIGNS. 30"x 30" SIGN O 2 SIDED-GREEN SIGN O j6 OR QI OE SIGs RE E CO 2)ALL SIGNING SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE COUNTY'S f 51GN E 0FES5 RE 06 ROT 51, goSE 5E OE4 AJON - k- PERMANENT SIGNING LEGEND. f---30 30--_ EDGE O 24' 41! RIINTiDghS�''DjOUNTED N SNpLL 1'TIN T�EB�OUNr (� N 3)STREET NAME SIGNS SHALL BE: (VERIFY FIN STREET NAMES BEFORE ORDERING AND INSTALLING) SW JULIET TERR�_6" SIN DEKALD ST�_6" MIN. i MIN N If Or SIGOEWPL 8.5E SIGN W r 9 ,I, Ep6E NG 1G �M A)FOR LOCAL AND COLLECTOR STREET INTERSECTIONS: SIX(6)INCH 0.080 INCH FLAT BLADE ALULMINUM SEE NOTE a SEE NOTE a a NAM OVERYA = m BLANKS,MOUNTED ON TOP OF POST WITH SPECIAL BRACKETS. 2 SIDED-BLUE SIGN O z SIDED-GREEN SIGN O , W W o N LETTERING:FOUR(4)INCH UPPER CASE SERIES C I /,. ♦ ¢ W 3,, Imo-30"�l f 30 /I, 0 w o a o" PRE-FIXES SCRI AND F SUFFIXES,THREE ET INCH UPPERCASE 2E SERIESCHU C �� ♦ E SUPERSCRIPT FOR NUMERICAL STREET NAMES:TWO(2)INCH UPPERCASE SERIES C 1sw BURGUNDY Si I—6" SW BROOKLET IERR_6" 42 LAYOUT PER"TYPICAL STREET NAME SIGN LAYOUT"TWO(2)SIDED O 0•,"'� Z SEE NOTE a O SEE NOTE 4 6 (\ B)FOR ARTERIAL STREET INTERSECTIONS: NINE(9)INCH AUTO INCH FLAT GLADE ALUMINUM BLANKS, 2 SIDED-GREEN SIGN 2 SlUT-BLUE SIGN '� ® `♦ m MOUNTED DIRECTLY TO POST WITH RIVETS .IE�� - LETTERING:SIX(SU INCH UPPER CASE SERIES C 12'le FACE OE 6"BG , .I N s PRE-FIXES AND SUFFIXES FOUR(E INCH UPPERCASE SERIES C fAi / ®� `?V SUPERSCRIPT FOR NUMERICAL STREET NAMES:THREE(3)INCH SIDED, TW AS SERIES C TOW AWAY \�'v C CURB = LAYOUT PER"TYPICAL STREET NAME SIGN LAYOUT"ONE(1)SIDED,TWO(2)SIGNS PER STREET NAME. ZONE ///"""7 E O, W 'SIGN EAGC)FOR SIGNALIZED INTERSECTIONS: TWELVE(12)INCH 0125 MM FLAT BLADE ALUMINUM BLANKS,MOUNTED TO MAST ARM OR STRAIN POLE FOR SPAN WIRE SIGNAL SYSTEMS. n.j SIGN TREE _ 4 LETTERING:EIGHT(8)INCH UPPER CASE SERIES C T' Z PRE-FIXES AND SUFFIXES:FIVE(5)INCH UPPERCASE SERIES C LU_v, / z l �.�m SUPERSCRIPT FOR NUMERICAL STREET NAMES:TOUR(4)INCH UPPERCASE SERIES C SW WALNUT ST LAYOUT PER"TYPICAL STREET NAME SIGN LAYOUT"ONE(1)SIDED WITH BORDER MAJOR ST. MATERIAL FOR ALL STREET NAME SIGNS PER"SIGNING MATERIALS" PERMANENT SIGNING LEGEND , sry 125 T" AVE WIDTH OF SIGN PER BELOW TABLES FOR SIX(6)AND NINE(9)INCH BLANKS. ON INSTALL NEW SIGN SIGN TREE 11. SIGN TREE U SUFFIXES ABBREVIATIONS PER:"COMMON ABBREVIATIONS" N CROSS INTERSECTION TEE INTERSECTION TYPICAL "STREET NAME" 6 INCH BLANKS(TWO SIDED) 9 INCH BLANKS(ONE SIDED) INSTALL NEW SIGN(N)ON NEW(M)SUPPORT SIGN LAYOUT 9 OF CHARACTERS BLANK WIDTH it OF CHARACTERS BLANK WIDTH TYPICAL SIGN LOCATIONS (NOT INCLUD.PREFIXES (NOT INCLUD.PREFIXES N=SIGN NUMBER O SIGNS SHOWN WITH BROKEN BORDERS ARE NTS NTS z AND SUFFIXES) AND SUFFIXES) M=MATERIALS,OPTIONS ARE: EXISTING. UP TO 6 24 INCH UP TO 6 38 INCH S=STEEL"TELESPAR" PREDRILL ON 1"CENTERS p 7 TO 9 30 INCH 7 TO 9 48 INCH FOR RIVETING TO POST S_ 10 TO II 36 INCH 10 TO 11 55 INCH PREDRILL ENDS AND RIVET a\ 12 TO 13 42 INCH 12 TO 13 61 INCH SIGNING MATERIALS BOTH SIGNS TOGETHER \8W WAL UT__ —U OVER 13 48 INCH 14 TO 15 68 INCH G STOP&YIELD SIGNS ENCAPSULATED LENS REFLECNVE SHEETING. y FOR MAST ARM STREET NAME SIGN LETTER SPACING USE ODOT'S STANDARDS SCHOOL ADVANCE AND CROSSING SIGNS PRISMATIC LENS YELLOW/GREEN REFLECTIVE SHEETING 9" STREET NAME SIGN BLANKS o e$ STREET NAME SIGNS LETTERS-ENCAPSULATED LENS SHEETING. NTS - AOMMON AVENUE ATIONS (POST&OVERHEAD MOUNTED) BACKGROUND-ENGINEERING GRADE REFLECTIVE SHEETING. B- - AVE=BOULEVARD LP = LANE ST =ROAD ALUMI GMLA.OR BLVD=BOULEVARD LP =LOOP ST =STREET ALL OTHER SIGNS(POST MOUNTED) ENGINEERING GRADE REFLECTIVE SHEETING. ALUMINUM ALLOY WASHER CIR =CIRCLE PKWY=PARKWAY TER =TERRACE OVERHEAD SIGNING PRISMATIC LENS REFLECTIVE SHEETING. Adak CT =COURT PL =PLACE WAY =WAY (EXCEPT STREET NAME SIGNS) 1A FACE SIGN--� DR =DRIVE TYPICAL SIGN SIZES ��.++ e; 3/8"X 7/1 E'DRIVE RIVET 4) POSTS STOP SIGNS-30'x30" ' A MINIMUM OF 2 X 2 INCH X 10 FOOT GALVANIZED°UNISTRUT TELESPAR'OR 12 GAUGE ( SHALL NOT BE USED ON ANCHOR SLEEVE 2�° X 21(z",18"DEEP e i Z Z SPEED SIGNS-24"x30'ON LOCAL STREETS THE WORD LIMIT PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED. SPEED SIGNS) 30"x36"ON COLLECTOR AND ARTERIAL ROADS. ANCHOR 2� X 2)4",36"DEEP — Z J NO PARKING SIGNS-R7-2A IS STANDARD,WITH A R7-201 12"x6'""TOW AWAY ZONE" 0 a 12"x10"ON LOCAL ROADS, 8 SIGN POST 2" X 2", 12"DEEP A 2 X 2 INCH X S FOOT ROV)12 GAUGE T SHALL R "UNISTRUT TEAECOMBI OR 12 GAUGE 1"x24"ON COLLECTORS AND ABOVE,WHEN E� "w rn PERFORATED POSTS OR APPROVED EQUIVALENT SHALL BE USED WHEN A COMBINATION OF ARROWS ARE USED,SIGNS AT BOTH ENDS OF THE ZONE SHALL HAVE SINGLE ARROWS r�ZI� SIGNS IS MORE THAN 36 INCHES IN HEIGHT. POINTING IN THE APPROPRIATE DIRECTION WITH DOUBLE ARROWS IN BETWEEN. SIGN POSTS AND ANCHORS SHALL BE INSTALLED PER"TYPICAL SIGN INSTALLATION" ilk =A FOR SPECIFIC SIGN DETAILS(SUCH AS THE"STREET STUB SIGN)CONTACT THE COUNTY /��8'P/�A giri A NO OTHER TYPE OF POST SHALL BE USED UNLESS PRIOR APPROVAL OF THE COUNTY TRAFFIC TRAFFIC ENGINEERING SECTION AT 846-7950. \/ �I/./` POST `11 ` ENGINEER IS OBTAINED. 'y/� / SLEEVE 11 SHEET '/IV {�/ti/<//` ANCHOR Li vs"X VIC ET 15 '•'4/',.%, ' DRIVE RIVET OF TYPICAL SIGN INSTALLATION 15 NTS �-.-. ._. .._.. --.c_.s-,. �,.. . .,--.r-.4-,:.W ..----. t 1 t • 241X E�i dull 111 ll IIIII IIIII!Illlll{IIII IIIII HIIIII"IIIII'BIIIIIIIIII TIIIIII IIIIII'''IIIIIII Ifllllll IRllllltllll'IllIII I:llllllllllllILIIlllllll IIIIIIIIIIIIl IIIIlIIII INI L.IIIIIN RIII -.IIIIIIIIIIII611 IIIIIIIIII IIh lllllll 1.1.1V.I.A A.as 1 1 2I IR1 A21.4. 1 01*?I:ISI A.4...1 4.4 4„ w49L.11,6 4.„.a a,M4„NAAZAL u?I.44.41.14d a: .l1d..d 1,41..61Ma D„ h,A11,1t„Ng