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HomeMy WebLinkAboutWoodland Heights 1 __,, _ HEIGHTS ALFW >-- \/ /- \ \7, ,, i'a OODLAND . 11 CITY OF TIGARD, OREGON Q '`0A 4111 1 4 TAX MAP 2S1O3DC - TAX LOT 2400 iz11 ENGINEER .•DLAN G]z w t • gE pEVELOPERS/APPU CANT HEIGHTS 1,4 GERALD AND CHAREE CROW WESTLAKE CONSULTANTS, INC. meALF —J = :w 6_ 26 BECKET STREET 15115 S.W. SEQUOIA PKWY., SUITE 150 e_F LAKE OSWEGO, OREGON 97035 TIGARD, OREGON 97224 -----i 8 ✓) 1 � (503) 675—I I17 (503) 684-0652 I / J --+ 1 I sw uT„FR_ I' a x r. GENERAL NOTES WATER I INFO VICINITY MAP € • , „`.m, , a,�m°<<, th_ „,„ aw°. .`m,ma. , SHEET INDEX I o „`tea` .�..,,.,� , w. ,.. a °,.<. �,`�m, „� ,a,,„a SHEET DESCRIPTION Lii� p Si L / Q N I ,<m,.a`„ „oEE a, „ °,,.0 „a,m„ , < CI COVER SHEET U % nn? ix GRADING NOTES s,� OS I ON F- ,, GRADING AND ER 0 > a. .,„,,„s yn.... SANITARY SEWERS, / . -A a„3 e «. a„a 1,mo< O CONTROL PLAN O <,,.: low - < <., - . <<a' ...L,.� _ ,,:,1� @,a'.,, -a,aiw ,,,,,. C3 UTILITY PLAN/PROFILE } U �.aPow �� it -sa. VEMENTS — , 5„,.,< `;�a ..,..., C4 OFF CITC IM('RO r CS C10 DETAIL SHEETS -`o`c'Po —"a"*�' ,Fo.,, t Na.e<°o a,i,.m.2 .;*'b.ai> STRAW RAF SEDIMENT BARRIER/R 10—Ell TFR RAGE t:Ler<_a ar oo - r.1 o o o.n,„9 as-o ,er Mae o e-a<..q.a,"a.or na a / 4 me a.00 m a sa " so„e`„,o<,o .a < na ' <omoona o.,aaa,`a4, m,ma,. uamaaa.,,,,osa or.w- '.,ra=c.=<,o. „w,o o`() ,7.a« :a.no i. SEDIMENT FENCES 'z 7, ,„a ug u< STORM DRAINS -e=mr ./'ai ra 7o Tss.oz n omt.a . - i -x t, A.e „a a,..a., ,4 RSIO CONO- - 1 .00mcm .yerym„ „eYawA ° vw- na. . �r "' am t „.„e nwa m. m „ e.m n ta ., s o]ce m... (wc)oe,nnsnTo aa. ° < Oc J `a. ` . o , ;',-:,�rt'4&- "�.��, rne°o o,° s ,a`i„9.ea gaa i`e, a r„ ') / on nr ue wnTarcrea s a.„.m.x< El ( ) n su`�ree Na.mre.., ,ax.ur mw ,�. ia„.` a / L� ` - JANUARY 12 2001 RECORD DRAWINGS P DATE - ,a a y .•a,o,x> sa`u5 o`m,n s. ( l "a aa„,n o z `o o�e`a aea n./°'c•�.a a,,ry�,.„cc`. SHEET u � r R En1§xu ..T 2fi ° a .ro`° �a„m„` Cl OF 10 wuexT of " oeEWo/xo JOB NO CITY OF TIGARD CASE NO. RCN A o.+e 1095 03 1 q • d Ii LI 11111111111Il iwil1'I IIIIiIIIIIIIIII IIIIIIIIIIIII. IIIII IIIIIIIIIIIIIIII IIIIIII.IIIIILIIIII�III 2 A I II'II.IIIII I IIIIII IIIII 'IIIIII IIIIII IIId'MILLI.IIIIIIiI.'IllllLTIIIJI IIIIIIII'.IIIIII'.IIIIIIIIIIIII IIIII II'lllllll 6 ] 14 9 l 6 5 6 l 8 r 6 5 0/ 1 3 6 5 6 ] B 9 O) 1 0 5 I CI�7i6 mIFl °I Is .,..,I I,I„6„i6APl I1;1��,m1 „!,��dd I,J,�ISN,a TI I���J,961A,1 I,I�dxxl Ix�e,xl I I I e,9,,,J,l I I�,n„d„J,�,� � ✓ / -- _ _i ii'ww—� z2 s3ia -- I— — I S/ _ _ / ��39—__ ,_ s cc __,,_,,,,,,, r -,,V- --__ ____ _____—_ \ A, 6 • 238 _iriiE'J -.; o . , _ Yi R ) RENT BARRIER S l A4 45 �( i ��,, \ \ BN A A 81.MIN GRAPHIC SCALE �� Cn Sl 248- - "J�'f oo enA�ATE V A \ - !w Leo W 1 Of °N6 MPA „°N E 2,7_ �sDEB LOPE SHALL N°TT CEEB A. \ \ ti .._ a =L E /ei \P..EE.24.0 FT 1 I ' R 1T° T o WADE n ENT BaRR Ro. �A I. �I °E o � ti p■ N j X ' ., ©I Q Q a E�`iE1� r:/�1 �rl zzs. 11 IIIIIII ,11111 Illllr1 ■! !l ��l � _ .B z3Os 3"��® �� /��h6 _ n as� 51 `d ee e z)"PT n^�1�17�i 4 r/�/ - MEW' \A // r__ ___ _ I _ !III10. I— 0 li cw-z«oz,Os ° �....f ",�./�o�,� i ry1 1 / II` 2�, � Y SDI CAI o 0 / B 2A�.J l I —j z _ 3K<J / I II %� A- _ O zs I� x a ALtOW B TCN -- I —1 NOF (s Rc`ri°L '9`�! s.a I p�eil 11. T°eE°1 '%Z1'1 ` r= ,z _ � z zvn c / Q it A 'y '� L / s �' z U d1 L ,i s Vv .. A✓ _230 TE CJ I Q Z ®/ L d E'xAc ' ° T e-D ° I 0 a / rn FC DKERZ E Cct.E '/ �i._ ' ��_ - = r-GaRD DRG.N° .3 \(SEE SHEET LS 05 0 a�LI O E' a E / .y ry �f/ `II / i. 1 , \L _J ?� ,' / ° LEGEND EXISTING r'CONTOURS I 1 m`13c ' f9{,Ii dr .EE EXISTING 5' 62.L o SILT FENCE(PEP) s L� ;� of .'° SIDES — — — -- OUTLINE QUAL.,POND � 11 OVAL W " _ < � � X TREE SEDIMENT BARRIER `s o STREET L ELE „A RE E INLET oN°eCOBRA S I„Ps LON°'L") - %' E° TER BAG ° z EST s c�rnR — —— P°LE — � �FIA1 Rs :bi �`� (VP)F L © BID BARRIILTERCADE 9A e No Nam '. ,IN; GNy1-" € if r ` , L°� \EX IS SR NtE E2I — \ \ $E A A I \ s E 9oEW mooN� sr ' RROLE ERPS LN CANON WEIR E5 in' 61) __ O S DEW LR� w — RETAINING WALL SON SRi0Ot RAF) „o / / / qL l72 5T. w_y L / — mow. Mc ID /�gsR 'E£T / / / a —— —— —— —— __ RECORD DRAWINGS DATE JANUARY 12 2001 o 30 ON CENTER SEETry S FR)m C20F 10 1 RE„ oIENNU ooaoh—JOB N°1095-03 - • b,. MIIIIiII IIII IIIIII1II:IIII I,111I11 II 1111I1111[111IIIIIII IIII1111 IIIIII111111111111 I.I IIIIIII IIIIIII l2 L ) IIflll 111111 lllllu'I II Il.lllll'lllllllllllllll'illlll IIIIIlII IIIIII I1111l IIII IIIII IIIIIII1I1111Iilllllll mil'will I ,1*1„is6.14J,eel i$L�ll!Il I 1' i ���i'6 1° Is 196„d�l,ie 1'I i 94i�'I I l i31 1°..„i3 1 _ _ I 'WORM LINE) 16 �h'-='= f- -r .=_ �.—.-ter. -.-=_�—r —_--_— _ i1 235.20 _mD -' 444--------___________.4„......_4_.4_a-77 ...235 8 F YYe ETWiAREA l3 I rF_.1.DD I. I LOOO I('A[,E �u 4 Y i Id TS•oRNx jjj PER rv«o DETAIL swA� ars saR.ra _czou.=za. mNNEcnaxs mrX MECXAxicaT P,.ws 8` `, ,_ «. o.(MIN.) TE Nµ DOMESTIC WATER. MI E= a, S now oei,w I ,\ w eD=o, E_ INSTALL SM.FIRE HYDRANT . I srORM mw ALE ti_r fJ s O —. 1 \ Q 11111.1111;11 1.1i11 -,�' _ �� �s� ' x �� D REND WTH TR Sr REDCN w zaa d _° $ I'''''''''''''' ® s y 4w _ 3D T UNE STORM LINE _ o. I 6,/ • • .9 SANITARY �� _ W TCH 13"WATER LINER - s.a O Vcscc. -_D sa,.eo BASIN r c YI zze ae NOTICE OF ANY POTEwnu cox lON OF ALL UND.GROUND UTILITIES PRIOR TO mMi,MExcix z-HOURS J ° L� 'A'xTE_2l OUT(E) M 0 FLeNTS uOs Ric.i� 1 rgatig FOR I P si DSCAPE 1 -I/ Nm S P'^ S\ S I/ BYPASS W c�1 "PV 1 nj \\: 6 e % 5=°_1fz q5 ATEU4� �u'oRuPPRO}a00 THE UNDERGROUND UTILITIES SHOWN HAVE BE.LOCATED FROM FIELD /o Oc/a! ✓/ �7IE N(N) 33B3a ASH EXISTING S.VEY INFORMATION AND DRAW HGS THE SURVEYOR ,Y vvc 5 ((ssWw�� E THAT THE UNDERGROUND AREA. EITHER UTILITlIN.OWN II 8"FIRE LINE I , _ D= 1r.i a?0 uSTO TME DOESNIN sHA cE OR _ _..__-.- �� - xo GROUNDUTIL r ES SNOWN ARE N THE EXACT LOCATION , '�_ / / (,�m owA ELEVATION s, THE W _ "S' -�— uTpAu / RURVEVON NAs Nor pxrs CAur iDCATED NE UNDERGROUND UTILITIES. a. a�xD accu<ATE�r as Pons sEE moM nroRMAT ON AVAILABLE THE 6/ / z: O'E_3naR 0 _- CI ., / 3s.OD .» aP must eEOCR n ( ) /(Rcu I I ilk,• , -iE a WE_33,,,s„sO p ®• em=i.o PRD f R.zS. LEGEND 'C , \ CULVERT muTMCO0) o.(uIN) 6P Av i ,3 IE ,_z,S.So POND OUTFLOW SMUG-TIME 1° �, PROPOSED STORM LINE i .)�"A-0- �140 9 PRO) MANHOLE PRDPo o SANITARY NNE Ise '•� !Kg/DAs�N ASS.BDOUBLE CHECK / Nu.NM- I 15 IE iIN(N))=slsle _ PROPosED waTEn uNE i - b=S.i TEE L' TEFI/D l --- - STORM MANHOLE 5- O NE I NECTON Ta ) - - PROPDEED WATER NNE _ s^ I sn� .TaRr uNE o•avc z E oAC"( i IN P PROPOSED CATCH RASIN m YII �1\'WDT iwfE;.;,. �E 3(VERIFY EXISTING) 7. - _{ M ,3.3-a- LA. \RAREA DRAIN ° E • e. �-Irv-Q x ,96 - • PROPOSED MANHOLE W & a_ R ( N. so- — • PROPOSED CEANOUT _ REMOVE WATER MET. F a .:- zw —na w ---ze 5$ _` sz AND ABANDON UND 0 A PROPOSED sWAtE a..„ e. a WA e.w w TRANS S{deN+tAEsrkAlNrs- / A rra aw... x swz.w- 7 o 1 N _ - ..„.0 ew 1�Q(�lW2. � 'vim— _ 2,5 _- —ew Wes-- RECORD DRAWINGS DIRECT SAIL_,wNunrer iz zool -a« H"s'RE FOR PRESSURE aow DEVICE PLUG ESSU TESTING Q CONNECT TO EXISTING 5 UNE AVOID S SOLID.EVE wi a"pLC.NJ G.V. TEE 4OL00 µ� SHEET - 0, n CJar 10 ENEo, JOBNO RENEWAL D I 095-03 S 4411IIIIIH II IIIIIIII(IIIIIIII(IIIIII IIIIIII I IIIIIII IIIII.i III IIIIII IIII( IIIIIII.IIIIII I IIIIIII IIIIIIII XII IIIIlIIII III iIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIiii 310II1!IIII(IIIIIII IIIIIII I IIIIIIII IIIIII'.I III II .III IIIIIIII - I u' TmTl anal Iwo,'"I izl,,,,lel I A$I ,I I31 °I Isl I6L l' ICI„ .u?d���I�,L y4J a'I I�I�.n�Rl I,a°,All I�6��d3F i;l Isl °I�171�I°I i"I 19°I.1�ICI ICI °I.�e$. • 1 I 3.AC INRIES 6 s�� MIN STREET2AREAS ,OUT OF STREET AREAS a O.I^s-1 LI \ z�, - ENsnxG SE AW CUT §a i : A4 A6SCEMI / /` L, 2 .CUSSB j. D o PAVEMENT - .°D)CRUSHED RG \-COMPACTED SUBBASE //// -5 g ti PLAN NEW WITH SIDEWALK PLAN NEW WITHOUT SIDEWALK /'-I2 0)CRUSHED ROC<O 2 0 eacxRu _ A V. . 11 x.T.B, x.Ts PRIVATE DRIVE SECT )jL[{ ;//// k E ,11 rip CBU TYPE MAILBOX xT 3�4µ i/� T o W = Rp®ers ,-.., .s'—I LOCAL STREETS. VLAR BACxFu /j//L-1-1 i..n.. I p Oka r EXISTING PAVEMENT DIG OUT REPAIR saw CUT OR GRINDING AB i i t�,l}w`'x`6',rc4AA,E BA.RRBx, -. - E !\..•. MINOR COLLECTOR¶sT CONCRETE rc rc I . . 5 A 6/e' //i.,. �j�%i� j� /� /, /� AB ::i, v,a«BxuTE BAono< B I �..L LREGA E BasERGCK PC ,, Tc CONCRETE BAGRFEE N STREET AREAS PIPE BASE Q E S,B,T, F FRONT NEW 8 SIDE VIEW III — COMPACTED Su6cRA0E MAJOR COLLECTOR STREETS: Roc OBAcxO MAILBOX NOTES: 'T"S - nc cN TFiuzclsic 2 BACK FROM ure c /) ,. 6 P.CC.MAILBOX PAD AND POSTAL RERNCE To INSTALL PIPE BRFDD I NG AND RACKFII I DETAII S CLUSTER BOX UNIT PAVEMENT DIG OUT RFPA IR DETAII DUAL: Hawmnwc G USTER MAIL&PARCFI ROWS sw.FaxxEB smar IS MINOR coueCTw. 1 In — Q W w 2 T ~ 1 I RATCCH NM TH DRIVEWAY ADE -L 0 =J o Q it W MIN) NOTE B VARIES SEE NOTE a Q U CURB ANT D E= ow }J":! . — — } T i MIN - , 1 A 0 .0.0�B .,,5 s� 1II I2 _�— 6 3�MAX,D•MN 6 I O 331, .E , 1 , MATERIALS COMPACTED SDBGRnoEJ Cr'/6-�BUEROCR PLAN 0 x z X a0'12 GA GAL,PERFORATED STEEL SIDEWALK ADJACENT TO CURB -'Tlg. sST 1E2•x 2 tE r%,6'.12 GA.GALv.PERFORATED T nNo Mr � / STEEL STFTI POST. ""'a"@' � I sTcc�anclTORa x w'.,z GA.GALV.PERFORATED MN 717174_ RO _ ELE VAT.ON D-BT` cRpUNDYoSTEEx3,ELo Rz'caLVAN zcDHEXHo pBOLTwTH vR=„6" RNERBTMFLA ND =� �_ 6b6" P�PDs'^ SEE NOTE � RED AND NNE PAINT EDR ,H REF�GTDR 2ED EECOMPACTEDO 6DBAADE J °BCROKK GMPAG� { 2 Es SECTION A-A o MANUAL OAND HIGHWAYS AND THE OREGav SIDEWALK AWAY FROM CURB 1O THIS DETAIL MAY ENGINEER USED WHEN PRIOR APPROVAL HAS BEEN OBTAINED SUPPLEMENT Lx 0 CE B BARRICADEE DESIGN xvrzs. 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUu OF 3000 PSI AFTER 28 DAYS. L i 0 6C-9 BARRICADE DESICA APPLICATION w SLUMP PM. 3. CURB JOINT SHALL BE TROWELED MTH A MIN 1/2.RADIUS ALONG BACK OF CURB. it 0 3ALLMATERIALSANDWORKMANSHIPSHALL 0<i i/Y m BE WOO Psl.AFRR an vnn.B SACK su 4. FjTAN9CN h CONIRACPON.gINTs SHALL BE 1'2"PR 0 ASPHALT IMPREGNATED 0, .,TAIZ SPEPFICAIIE0 FOR HIGHwav COZIOTION x.PANELS To BE 5 F¢.ONv. MATERUL OR EQUAL E%1ENONG FROM SUBCAAOE lO FlNISII GRADE. BARRICADE k SIGN SUPPORT y BARRICADE FOR sIDEwALK Is sIMIUR [AM ZIA"4.wNEsuwNR RA 4 a AT mwoxc xm Tc Excuv es FEET. 5. S.X e 10 GA MESH REWIRED FOR COMMERCIAL DRIVEWAYS ONLY. Ft ® AA aFFBA Br c� PuSnc nPe AT FET xE,xECERm1AD▪Ax�R E nacm vTCB PwE hE v�uE,EB ®wmn<wu m�,e• ..a..d. N1 xv. ¢ STREET BARRICADE n. _ MODIFIED RERDREx IY :'.'. DRIVEWAY 43 CITY DOF IIGARDSCALEDATEDWG NTS. 7-8-D6 ,.BETAIST �ED.N I nLE >;nNCR AY AURAS SIDEWALK RECORD DRAWINGS L m c-swv DATE: JANUARY 12 2001 = NiG SHEET z C50, 10a STa/0001E JOB NO. RENEWAL 1095-03 LO950261.2 .. _ ._...._,.,..,_.a.ma....w.._....._.. -m. _�.�._ ._ .,. _ .._—_ 7 _. % 1II1111IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIII IIIII111 II11 II IIIIra IIIIIIII'IIIIIII IIIIIIII IIIIIIIIIIII11• • 4 Illflll'II IIIIII!I IIIIIIIIIIIIu'IIIIIIIII IJIIIIIIII muIIIIIII IIIII II„IIIIIIIIiIll IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIII . i D 3 'b ]'3T 9 J 2 3 S 6 ) �,. O S l O1 3 4 5 6 1 8 9 01 1 3 4 5 l l m� ?I 6a S 61 l l d IxaMRI . Ixuil I I IxeJPI mJxu,J,d,fJxBxl I� uX6xl� I,I 6xex61 I, 6wuxl a l,.I I,19xlxl I I I INdxux r! .o_ —A.. I E 0 0 • §E • ,S, sIDEWALK c ADJACENT TO CURB 6- '-' 1[—" ' 5.-- , DAD,„E D0,,0 3'/ 3 :.,/,', -r,„Z/-•71g,.°-'--4,"71fr'itar-Leat ,,,g,Ni, P.1=t j 71 L "`;6 cnn .19. AMMO TM SECTION _ P4 p, 'A Irr MELD Toy.oR Eo0AL CASTE. * k Z M -1 I:t 8 M °to 61.WU 3034 PVC ---i- k _ _ AI --) ,-.., LATERAL PLUGGED GROSS TEE MM ; 12; •11' rSETXT'.:ILITO TEZ"" KGC.A.TE.V,AL3E (co,0.1•11,T g:E A orTFIRURuS:.,I.iLloc0,cC,K,SsCo,HATU,EI,F, FITTING SLEBEN°TEE.OR 45. 22 1/2 11 FM r Voc,7s SIDEWALK MTH PLANTER k.J AV. 4 lEE SIM(INCHES) PLUGGED GROSS BEM BEND BEND 01 S •,, FO .....r STRIP AT CURB , OFT 0 31 El 07 1 03 9 02 0 01 5 1 ) /90000950 , •IAN -ADm 12 16 16 0 28 4 OE 6 04 5 02 3 NOTES 0 G 'ZWRTM.NTMUN'LTY —----7 4'44 47:- No. ' r,sl, ABOVE BEARING MEAS BASED ON TEST PRESSURE OF 150 P SI AND AN U) 'RT0=ty'Zi VArVE 19.1T Ar'///// ' rTr14W-NVIIVZI,70,V42,1:;-,ti!°,4',7,2,m,v4E/0120na; ALLOYABLE SOIL BEMING STRENGTH OF 1500 POUND PER SQUARE FOOT TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING I— o 0EEDER 711.3 FEET A OK RESERVOIR MESSES USE ME FOLLONANG EQUATION 'R.'9....7'.. T 0 : riAmovouVEQUIRED 9NmE LINES NAT BE EX1EN.1)IN PLTME CD 'ECC '171.1. 'PR'''TgAngrutirv4M:" (i`,'--1-) 20 G NAIMILTAIDAROVRa's"" a HYDRANT TO BE INSTALLED TRUE AND PLUM 4 Z:07.7,17.1,,tr'nr,:,,TATTM=7:.,t°"" LL1 1--..--1 WU TiSE:4,,Hgic:Iiii7EFEJa,Org.,,,APPROVEO ' TiErrii'00 1 yE0 Rs.7z00 220 rait:,:— 0 _ < ,CR1r6TOCES SiiiM NOT BE PLACM AT HYDRANT LOCA11.6 CONCRETE PAD 121 1:1 FIRE HYDRANT INSTAL!ATION ' R41.4 Ere ENIF:41FLS'ORIt'sTSTKF 5 i ji too'•. TYPICAL GATE VALVE OM NO 5. STANDARD THRUST RI OCK = 3 C. DwG NO 560 6‹ --I •_.44474 '-'7447.4. 0 t 00710 FINISH GRADE ------leVEAY:?V° 0 0090 {-AU of NM .ViLri?)rrag ,D• .EFH1:9 TEL Fro"FrT4'7"••77164' c'egcliggirPOT;''''''' 1.SON 80 STEEL PIPE SHAFT •1,7-13.slum sHaT READ ag7FITEalgheA ,[yr—OR r•san SlIEL ROO M. ENTEZ1711%0;17 SECTION PER: EF:5. 7EZIAZI: 1- .-..s ME• m smEr gil Pgranlot)''''' 6.NAY •.1,15-,SCRS MALL READ /1•T3FW,/,LI'''''' F 1/4.513 PLATE I - no:TGOLLAR WELDED r=r , —FE — ENCASEMENT s k''• 1— _ 1 11-7Ert:Cat'''/z -•.-./'"'3/ \1-Tom om rT63-'3'S:h1M 21;lgE°"° .?,i , 5' 'a rag reloT., .. ..,,,,.,., t 5, ' ,21grdillm p N ' : 7:7-' Iraz r,;z;msEgo„..-, il .1 s, RECORD DRAWINGS 2 E STRADDLE BLOCKS TO OE 116F0 AT NOTE DATE JANUARY II 7001 E 1 ENO OR LINE 6130W OYES 1 EitFOISES, " 1Hirryg"33=;61;Eni'AF[Mr.= Ve FINISHED MADE F3 STRADDLF RI OCR OPERATING NUT EXTFNS I ON TYPICAL SIGN I NSTALI AT ION NOT TO MALE 33 501111 F'n 1- - • /..7‘u. 0..sal owo.sos illkiiie SHEET6,, 10 ! I Ze.ZA(''O' JOB NY i I ,.- ,, I :— . .• , 4 ' -", ' . . , 0 I .1 1 ' '. t III IIJIN,111111111111111111111,11111,11111111INII,II,IIII 111111E111N NIIIII Will I INVIIIII.111, A llirrrIi millitimill 111111 IIIIIII 11111111111111111111111111111111111111 MIMI W1111111111111'111111111111iI1111111 011,7d1004.1..0141...00 00t..4 . g , ' — ----- ----- — _ - —, . — "ortar,t°TX is iii / - vmT FOR El'''IllNB PUS wT. a 5-3 e °Cojj) ,,,o o S 0 )oi)o) o S.: NOTES Fau � w_ �x ,��:) E! : IN _ sCONE STORM SANITARY W = o�z - MNc »Ir esrnx-sr COPOLYMER POLYPROPYLENE PLASTIC z s. 6" /oo� �w�so�xm �r �I I g E i Ent L' € -- i § - s T (v.mwi 17_7., „Cc `swsnc SAFETY STEP 25 --� F T Cr STANDARD stAnc.DISTANCE INVERT TO �" a I__ a B,re a ��:µa� PIPE B . -MN.zD P�(OUTS TO LES INLET AND DN ur Em B.R�® J I MATERIALS: LMarTE Pns cnM "`rE G0RET IT,D...I. »/z PI s GRADE _ CONFORMING I Z,AIMIIII PLASTIC NOTES I— �rf MAIM VA. Ac-Ase 's" 1 SUBURBAN POTE NOT F.USE IN Ea,o ouE = oTA , masx.m ofa.rvomaE TRAFFIC AREAS CLASS o B�M„ � >a aO ERE 1. To a TRUE AROUND4- VA.xl.SDRR..nNJECTION SURFACES �Lr x o S NOTCH LID FOR L.ry x ATFOR Lu w ( F STANDARD MANHOIF MANHOLE STEP SUBURBAN AND STANDARD MANHOIE FRAME&COVER = DRAW x0 1zo-ST S no-sA J DRAWING No.0To-ST DRAWING NO.ioo-sr Q 0 ' w WATER DUALITY AAJ InWA R Alga. .TCRS P iM c s "BE Z U wsT SCx. moxcTr ueu wxCO MixnRF DR IN NOTES Q SANDY LO. sow 1 FILTER FABRIC TO BE NON WOVEN BEmEXT LE(AMoco.s.s M Bs,NOTES, m ___IEsoR w"..1, ."TI MsFEFMIAs M a.sTZTV.,,v Mu M s)."- x 2 COIRACT BACKFILL TO STRUCTUR.FILL SPECIFICATIONS STRUCTURAL ERA) PL" m AN BLANKETS THAT REDUCE \ �p JUTE nA*m+o %/ BAarF u SURFACE.ZONE OF IMPERVIOUS m L F ON,uxoscwP rvc WILL occw.T THE LAYER a m THAT ALA.ROCKS TN LESS THAN THE TOP O ALL..ITRAP oP e R v mE FAc L Tv ��,`� � /�% s PAVEMENTS ETO F.L s Rcm.MExcEo FM swPMT a SLABS, PRIOR TO PLANTING. NING HYDROSEM,HAND BROADCAST,M STANDARD PLANTING,.S r A/ ��,-,/T_��ii EXCAVAr aN As REQUIREDLAY AMP:FATED .."T.E ON A N PIPE ADORE szc.EIENT A"s,MwN t SOIL"EP.R.TM _ Ea) LM TO F vE OALLM a:x°`L:7,E M xrxRE T,frI F B. RIG,°DE C PERFORATED o(WI IS REss.COMMENDED FM OF. INSTALLATIONS t. WATER OUAI ITT SWAIE CROSS SECTION A A GENERAL NOTES RA sT .-: .4 �°Iw M(.E "DTE B mHARD m BTM w.TER Tx GEM T wuE P""'r° T BTTTBATT`R WALL 2'PER VERTICAL B��w WITH EARTH e STONE CHIPS TO PROVIDEA MAX RF ► 1 s.(vAB,ss) I ;No1 E� FM DRr Es Tx CMPOST xAr M orxER MCLcx xC Taua sT M COUR M.NTAN¢DRYS LE x Acwe rv.TMauxm xxDT aOSTm xC S S FBOOMMEN r MPROVE FENS T.o<Mor,Tx.ND SUSUBS M ATNF L 3 PLACE QUARRY sPALLs AS NECESSARY.SLCH'BAT OPENINGS BETWEEN ROCKS ,`,� ?y µo/M"�""a", ASLE sTA P' aAO«�R OTxER MaTER„� MOL..n LOVER (iL N ) �A) �t { . AL,'F L'L(FRREEE oaA"NINB) E L P W TM L ZTEEiS O OR.00N. _....SM iHE RTA«WPA m( .ErBonM) AND COMPPAACTEEm S2. O PLACED a< BEE. msANOa„OPWAVE m .GRAVEL) wNT,m% ( V F PRESENT LOOSE O E SOIL AT Ro xER BE O. BA O.NO RERLACL.H. Crm / ....BED.D ) sie P DVID OR.N. paEo a' .):.. o,x MxmNx.sMOm.E F SNBBRAD S F M AND THE BOTTOM ELAT VT.FLAT THE BEDDING LAYER SHOULD BE ONIT.D THE PREPARED ROOKERY M OaTM A<mENT DF RooD GE S E BEO SOFT STEM BB..(SC RPBE TABERxuMo Ax ADMTDS)... I PE.m FT SM M S L.PLSSAB ____------„ 6 ImPERv.01.S.,.LAVES U.or-,os COMPACTED SOIL AMEN,.,E BABE .rT , p A WI/, 7 CONTRACTOR SHALL USE comes STONES RIAT CONTAIN SGN1ScANT FLAT.E. PHD THAT CAN DE PLACED IN A MANNER THAT...IDES SIGNIFIcANT„ARIAS DRY-LAID STONE WALL DETAIL c w zi,, -- `_ Ps�BooMT arBiW WALL CAGE) 6 SPACES THAT ARE MACE AVAILABLE By T.LOWER COURSE sK•LRE�nW BE Pu¢xTs Pn LL e sw. eeRM RiPR.P 1 Y M L B. TTHE O P.NO MAXIMUM F AL LsRO mmuLA ErrEND B.o-TOWARDS THE Exc.vn ION WA,R DUALITY POND VO.BETWEEN S MUST BE SMALL ENOUGH THAT THE GRAVEL CANNOT BE Li_ S STONNEE"S"(OR.01 �LE°FARPAOETWT. css,sASEs),,. ALL WALLS.DR HIOxEB BEMIRE A BUMOINv PERMIT. ;R __ a p1 DATE: JANUARY IJ IOGI s,*w'^'E u {\ 16,015 (BEE)DEi iL TD R�wT� �. W\ 5 xm D sr. misrixc CURB `FUTua sTBEEr iMPRavwExrs WATFR OUAI ITY SWAI F CROSS SECTION B-A .A" SHEET C7c, 10 ` WATER OI IAI ITT SWAI F\OETFNT ION POND CROSS SECT I ONS o/zao� N.rs. R EwAL OAre—JOB NGI 095-03 1 I .._ --— - R_�_. .. ..— ..� .-�...�. -.-.- ( - t . i w f�ll 111!HIFI IIIIIII�iII!III Ill�11111 lllPI l llllg'�IIIIII /III HMI II III�I I IIII:�II I I�IIIII'IIIII III a I ItiIIIIISIIII IIIIIIIILIIIII Him 1 III�I IIIIIII .III3IIIIIIAIII Isllllll'IIIIII IIglI '19111 L:IIIIII.IIIIIIIIIIIII IIIIIIII .riek.A.I I I� LzI'I I I IxNI��A9I I I I aN,J 1 I I I �I 1 �A,6x,ux,1...A J 0 I I 6,,n Ol,l i1 I Idxx6,l I.I II I hI I 1 19LNdN'1 ICI I?I 11L,,,ig 1 Ii!; !ir.fr we I \ E _ E WATER METER - -. - ETER , [i] M BOX PLAN UNION EACH VD OUBLE ASSEMBLY TO IRRIGATION V B TO RESIDENCE _ _ �.� ' .< 2°I PUN wzEl o g WATER METED B° V "ni ' - � i T METER BOXNN. DC.L ` '� VALVEAY 4 ,a� ' CRU.ED ROCK BASE WZiY 1' BOX.ECIF CAT IONS ELEVATION `, LL q DEVICE SIZE BOX TYPE B' J R 8 v4•- BROOKS 91419 SERIES DR EQUAL // ,:-,. I I/2°•2°GRSOR 2300 PIA OR EQUAL CRUSHED EACH ROCK BASE) L s :G INSTALLATION SHOWN IS ONLY A...FAT ION. ELEVATION I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER 2 BRASS IFTBm WO CFOR PLASTIC PLU INSTALLATION. BE INSTALLED IN TEST INSTALLATION SHOWN IS'ONLY A SUGGESTION. 1 DISTANCE FROM BOTTOM OF DEVICE TO FINISH CAADE,FlREEZf PROiECilgi, I. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. �_ ¢ W AND CLEARENCE FOB TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS0 W FCH INSTALLATION. 2. BRASS STAINLESS OR PLASTIC PLUS TO BE INSTALLED IN TEST w — _ COCKS IF BELOW GROUND INSTALLATION. T I- (n 3. DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE.FREEZE PROTECTION. 1 L,_ J DOUBLE CHECK ASSEMBLY AND CLEARENCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS a — FOR INSTALLATION. Q NOT TO OGLE Q } W D. . ~ IRRIGATION DOUBLE CHECK ASSEMBLY 0 NOT TO SCALE Q DWG.No.531 J 0 Ile BEHIND SIDEWALK O CITY WATER DEPT STANDARDS PLUMBING CODE ND CURB WH N H nD SIDEWALK O THRUST BLOCK CITY APPROVED RETAINER 0.Ax-\\\ BACKFLOW DEVICE FLAN CORLINC 2"OR I I/2° LADAPiOR METER FLOW i2°MIN "' o11.+m n..7,.: E DEPAarumT 1 w�T T w_a5S r�u ''' "'`'..:. "e w'"' ii�O Ea L I 1 -p rC NEC.oNSt- OSHA APPR SIONBVED LODE NIN it ,_ `d LOPoZ AT THIS STOP(F TSOMPR/ APPL CAT DNS) = Y IITILL7ill-`_- _U._. -3 ` m IvENIN I TO TYPE / 'im PLAN OPEN Irvcs In VAULT WITH PRUa+ COPPER PIPE / Ym i0 Bat,'V LLINT GROUND LINE` = ��am'/ p B OU COPP.BEN MAIN LINE AS NEEDED "I''' ■ i LIGHT z �,_ T SM IN CLEARANCE 29�IP Eo a L RE SB,Y)CORP E FIRE DOUBLE CHECK VALVE ASSEMBLY MEGA FLG OR EQUAL U — III VE pp _ INUNE CHECK VAL RECORD DRAWINGS CONCRETE BALLAST 3 ,1 1 54° I III "� ",,,RODENT NOTE DATE: JANUPRY 12 2001 - HIGHtNE0LNE0WAOUTEDRNG OR E � D L\ �19p STAN, °c n OICNXm NPxwm Lau+ XIR-- I. CONTRACTOR TO INSTALL MJ X TAPPED 2°TEES AT 90°ANGLES TO METER (TT.7. DRAIN TO OMP PLUMP OR CATIONS. HORIZONTAL W LEVEL. CONTACT CITY FIXtBE ELEVATION PUMP SPECIFICATIONS 2. CITY`O PROVIDE 2°THREAD BY COMPRE.ITO CORD R MAIN STOP TO SEAL LED BY CONTRACTOR. (CONTRACTOR /CORPS INSTALLED). W 12°MIN 3. CONTRACTOR TO MARK LOCAT IOU OF(IMPS WITH A.4 PAINTED BLUE. 24°MAX 4 CITY WILL INSTALL ALL COPPER PIPE W FITTINGS FROM MAIN TO METER LOCATION i'\" ¢ FLOOR TO BOTTOM N1'S5 NI-1 OF 2"& —I/2"WATER SERVICE w°� 0��'• I SHEET' i DOUBLE CHECK DETECTOR VALVE ASSEMBLY NOT m 0 III `f� C8 OF 10 � NOT TO SCALE DWG NO 52I NO 533 RCNEw.L2VFHO JGR NG1095-03 v 9 I r.4 k 11 Ilull.l➢u mini Hull Iulllllllunl mplum HULL,,,,11Wulu NIII molt wilywA IInuluuu rnu l 1111 Loin I I➢I IDullllllull I IlllI IFI Il lIll111111I lnillulIlIl u1uuul 11111llu . - 1 112PW11 4I;6 .,E 1VI I°I 196,,,WI'I IFI ,...IIAI 1s1 °I d,41,,,J,fl ..,t..,,:;w,E6,i,£L,d£tLMTI 11,,,,?L:I?I41'I,IRI,:dAL I°I IsI,BW6::d:ril"181 I°I 19:8dNil ICI I?I 14LMs : �e Huss ; 8j6 M R: EROSION CONTROL NOTES: GRADING.NOTES E. 3'� n..R MalAw,r w,E. = 7 e,< cx c D °n/ °.° _° . " ° s ,_ ° x /a <s :tiMuc wpr xNrur M/WOa 1 n. ° .xman ° °° e ipt.' p11 . =:°= a°y ° n CATCH BASIN AREA DRAN m I IR��q„ ,„LL-ss,� at°=a mwt b N 4 ,, .mr I III, r ° m ;nag A■�� ..,,r �,�,.,,_,_.sue IMEPT El.d T..e .,m °°._° r4TrIS ��� s:x��_ � � . .�w N. k .°,r° °,eh G Lti xrra ,° L ,°°° ° ., PLAN sm MM.NE rETr I- EI._rx A xeE a., .wrs c>-,n 1 ° -. Q k -' ECTION A-A rz . •:SECION A-A uTw BOTTOM .r �.,. G, - ^ o° a °sw° =a,°, ,.a°°:a< ° �.° e=. °ee = p r c DITCH INLET OFF R....wE "r° a,00= o°m e°, ENRIwEER P v , °m=°°°°_ -„ru°°emT°a 5,"°s.s I`�j 0 W FLOW CONTROl MAMBO,F W 1 _=E sr .,Er,.,, ° ,,°r<., W ~ N .rs . n° TEMPORARY B I OFI LTFR BAGS n.,,<°a a.m v'ro:°.„=°a,T ��..;T„r°,°°_ , °a=°,a" I 0 J NOT TO E e- ° v 3 R G , r i ° °°==T a°a c, ,"':°, 0 Q REF.TECHNICALHANDBOOK OtTAIL 3-7o °�° _°„°= 0 } r W F111woe aq s FILTER MaIER 7 ,,2.2 PDs s3 �\ STRAWeBALE SEDIMENT BARRIER/RIO FII TER RAC U iji R s EaE +FRONT IAFIY I CIOE NFy' ° °e=. a °es°°,_ °e m as.°5.. w°.s„ sa °° x Jfs � *ocnssuxE saL s mravrn 5BillISE FENCE POSTS 7 ,°==�,w BRIC OF L _�� ce a5oao r aueo 7. °_m=e° °r,° °:;" .°_,re.- q mtrzt.m M o LC xPn"PURrL ° STEEL GRADE E w/cou L"G !,X ATTAcx ALL AREAS or'TER FABRIC °r s°r.,s,. SECSEDIMENT FENCES a �9� 0 0 l TOP NF'YI = ,xENcx- (° ) w9 1 � SCALE REF.TECHNIC,SEDIMENTFENCE o,ni rz ` °°°,r°° °x°a°. =a a°°m° a =_0. NOTES: . .°°e v.9i o°n°.,n,cxr',°e,,T, °=a°:a. e°sc.°°s°°x°w°ax"°L.°ins g'Z ' To AA MA MUM or 20 n. Anoxs as Rmu REO TD LMr mE wAC NG E �' - a of '5-55 TRAVERSE EXPANSION MATERIAL To RE PRE MOLDED NON EXTRUDED MATERIAL ' ,m 7 F wrx a MnuxuM THICKNESS OF/r. r e 3. ;',r7,E mx2':`,7 2,TO RE TT2 722 MORE mnx�o 52,A°— i4 °* a -�e° o e e - v v° °-%_° = xrm A oErTx of aT LEAST ax,.EouR,x of Txc cRoss sECnaxaL AREA. /1EE E IA / sr . 5- DRWN D CONCRETE CE ACCESS of NET FROM NEW CIA SSDS�E PLACED A MN.OF 2 FEET RADIUS 25 MN J m°e mTe°.e THROUGH xEw aRRs SHALL a CLEAN PIT RUN ¢ORE2"MINUS GRAVEL o / r Mlx RED T ofP'� RECORD DRAW INGS /% , 5TANDARO CI1RR DATE: JANUARY 12 2001 <a - aNOTTO� p CITY D zs x20 Mix FOR SINGLE FAMILY AND DUPLEX RESIDENTALNiiii.w^ SHEET GRAVEI CONSTRUCTION ENTRANCE C9OE 10 U' NOT TO SCALE REF TECHNICAL GUIDANCE HANDBOOK DETAIL 3-LA 0 6 201 JOB NO RENEWAL DATE 1 095-03 A 1. II IIII v. EII 11111111111IIIIII IIII IIIIIIIIIIII11Il11 rllII IIII IIILIIIIIIIIIIIIIII IIIIIIII II IIIIII IIIIIII X I UIIIIIIIl l IIIIIILIII III JIIIIII II IIIIIIII IIIIIIIIIIIIII IIIIIIII IIII I:III IIIIII III II IIIIII.J I11[IIIIII IIIII tlilllllr " I I''. IsAW l91 ISy EIS I(I I�'I.9,,III RI EI IgI 1 l..�di ISI I9I 35,as ,J961.L.a,P,.JiI I9I II I,9I�I I'�91EI I?I,,3I I°I ISI 1 1..a7 I8I 191 IgIgiall Izl 1�a,...,s� I 1 . �n Ba BASIC OPERATIONS MAINTENANCE GUIDELINES WZ ,^I A.) MINIMUM ANNUAL MAINTENANCE INCLUDES INSPECTION Of COMPONENTS AND REMOVAL OF SEDIMENTS. 11111w.��w NA �� B.) INSPECT SYSTEM CONDITION IN THE EVENT OF A 5 YEAR STORM OR GREATER. \X Y $a NOTE: FOLLOW ALL LOCAL,STATE,N FEDERAL SAFETY GUIDELINES. MI a • s 0'.Q AP p DESIGNED 6" A c m W g INLET PIPE _ GENERAL NOTES: " NG ,f', DESIGNED 6" "� m ' INLET PIPE \ 1.) PRE—CAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH ASTM C428. 11 2.) FLEXIBLE COUPLINGS TO BE SET 18"OUTSIDE FACE OF WALL. FERNCO OR ENGINEER APPROVED. a_ EZ • .3 Q�\ it 3.) PRE ASTER IS RESPONSIBLE FOR PRODUCING MANHOLES IN ACCORDANCE WITH LOCAL Cliff/COUNTY SPECIFICATIONS. ry V]- gg— ' 4.) ENGINEER TO SUBMIT PLANS AND COMPLETED STORMGATE DATA BLOCK TO SrORMWATER MANAGMENTNIP WE gro—•• / \ FOR PRODUCT DESIGN VERIFICATION. go lO Z Vm III'UM _� z LI 1 I' M title I I THE STORMGATE"' DATA I i _...I` 1/ n -- I.E.Icfs)APVC�EtER 'mum I HEAD ON WEIR AT PEAK FLOW / l� ti F aa SET PRECAST WEIR WALL WITH SEAL WEIR WITH SILICONE SEALANT INLET PPE/� 228.23 J 10"LOW FLOW 11/ 2"x 2"ANGLE AND GROUT IN SEALANT AFTER FINAL ADJUSTMENT 'INLET PIPE q2 228.23 PVC �� e OUTLET PIPE PLACE BOTH SIDES ALL AROUND LOW FLOW OUTLET PIPE 22v.90 PVC w Q r-1HIGH FLOW OUTLET PPE 223.00 PVC - A \ _--__ F.P • ELEVATION J \12"BYPASS FLOW ---- J. Q OUTLET PIPE ° 1 SHORT TUBE ORIFICE CALCULATIONS d .a = w vats C o s a, ' I�IOi _ w w THE STORMGATEW - PLAN VIEW 1O I - . - p W O SCALE: N.T.S cQay '— z WEIR DATA MUM. _i HEAD. Aa< I = gym PRECAST WALL SET SCREW(TYP) O m R I w CO NOT EXCEED 5.0 FT—LBS TOURQUE ( H.3> Q Z — o THE STORMGATE' WEIR DETAIL O F=- Q M SCALE:N.T.S o ,_ .__ TOP UNIT6. Q o hiStandard Cast'rvn Frame and O -- Covers are available in O 'Suhurb l [red P"S'.a dord- CONE OR FLAT TOP OPTIONAL,1 Flat Top Sicbs comewi,h a ping.offset to SPECIFICATIONS sae or centered in slob. PART BU ITTALS B.Silicone Sealant: Shall be pure RTV silicone car ml,-.g to Federal Specification Number TT S001543A or TT 500230C or Engineer approved. g =o-cu w"w Precasfer to submit shop ro g Contractor for Engineer's approval_ ri M10 C.G t S b h k g i tP.2 PPODUCTS Eng G m d 0�� A All flow kit components are provided by Stormwater Management:2035 NE D.Sub—Base, 5 be six(8)inch f 3/4 k 95% m r Columbia 8 erect.P rl d.OR 97211:1 800 5 8 t Cundisturbed b g.d t 952 I Masts Seal_ 6T' compaction. y 29 f p below ax mum I I 1 I I r I 3m ADJUSTABLE WEIR or grout B- ers'. S b constructed of PVC by t Management sub g II d A. engineer's �. SEE KEYLOCK JOINT C. C Piping: p internal,PVC piping and fittings h meet ASTM D1785. S b 3/ ca (5% to),or as otherwise o 1 D.Side Gat Shall be constructed of PVC with stainless steelehoft specified n the projects general f. specifications. and aluminum handle. f RP p PART P_%ECUTON A \ut E.T Star G Shot be constructed o PVC F astc and IJ LOW FLOW t steel. 3.1 PRECAST CONCRETE MANHOLE \ INLET PIPE\ 1 L■ OUTLET PIPE a ed polypropylene steps ore s an. / F_ pylere s installed a required. C Contractor grout ut t t d outlet pipes flush with nteror w U� n ICIMMilgalifili�-iL. J G.Orifice Pate Snal be constructed of PVC and stainless steel. Contractor to grout- used on and a x •_ s wtx on c C4T8 B.Sanded PVC fittings OI PVC inlet ete elevation, i 2.2 PRE—CAST CONCRETE VAULT COMPONENTSET m A.Precast C crefe: Shall be provided according ng t 3.V WEIRS: projectcompletion. cone sealant. 't P vworan Elol o and s -h s .e Sealant t h II be worked IY' B.Joint Sealant: Shall be Comae CS-101 or Engineer approved. into loot from bothsides. irs shall be s GIa I Al I 23 CONTRACTOR PROVIDED COMPONENTS r eOVCLE`tNUP, Remove all excess materials,rocks,roots,o the material, V vI '12i Ed a 9 .t aapprovedan by Engineer. Al THE STORMGATEW - SECTION VIEW41) a Concrete Nobe 3000 psi, r coy sti anytl 3/covered by pre—castd specification above),msM1a including fiberglass 9 a a n lter components shall be r r foreign foreign aril �I aI SCALE: N.T.S placed within 9D minutes of initial mixing.You c inch s o um 34 PVC PIPING, Streit be janed'n accordance with ASTM D2564. iai s� RECORD DRAW]NOS mil. 8 I I g DATE: JANUARY 12 2001 n c ICI Z EET a ' I C10,10' OB NO. 109503 € 1 •Y-] II I J 111111111111111111111111111.A I 9 l IIhNIIIII III111IIIIIIIIIIIII I IIIIII IlIII M 1'IlI llll IIIII�!II u'llll IIII IIIIIIIIIIIIIIIIIIIII.IIIIIi11111 1llll ll'IIIIIIIIII IIIIIII IIIIIIlIII IlllllllSp - I M Mm'I any �u�'I °n�I���RI F IC IU I$.I5 1 I���B . A uLi vnL�. ' I8 I9onL�M IZ iLRlnxl•I IS 6 Iuld8 191 1,�0 u� 13I•�. I