12815 19TH AVE SE 2018-01-30 - Laserfiche WebLink

SE 1/4, SW 1/4, SEC. 29, TW P. 28 N, RGE. 5 E, W.M. STORM DRANACIE NOTES(PER 3C DRAFT 10/18/01 NOTES) 1,PIPES:THE MINIMUM PIPE SPECIACATIONS ALLOWED PER THE 2.CATCH BASINS AND MANHOLES: DESIGN ARE: w ALL EATON 81514 SINLLBE TWE 1 UNLESS OTHERWISE NOiEO. • A ALL NORI SENp1 RPE SNAIL 00110004 NM OTEONN CNAPiR S lK TME • rl _ • i - SNDN01911 ODIMIY EN01((AR13 DE7pN A9 pEyE,ygIENE SEAVDYIDS(CODS.) B.111 ENTER BASIS MRM A CAROL 0000 7.0 FEET TO iNE ROW UNE 1:t- i ANO ONtaO/]OF M}BOOR/APA 9ECRGT1016 81151 BE A TWE D CAN. OR LARGER(MMO1pLE). • ----_ ____ _ _ r a ALL PPE AWL BE PLACED Al RARE WIN OR R M THE OPINION or G THE CONTRACTOR SHALL RE RESPONSIBLE MR ADLUSTNG ALL MANHOLE .�...... — - --- -- _- +-' _ THE COUNTY INSPECTOR.TIE E1051IM9 IOUINTOI a IRISATS4A 20100 END ROET.NO CATCH WSW FRAMES AND ORATES JUST PRIOR TO POUR.G OF N .• x • O SUPPORT THE PIPE / NTERL1 E DIN BOOR PIO WO FLLEU NM OTWACED GRAVEL CURBS NO PRANG. • n Ni I \ • • C.ME WWII SHALL BE RACED ALLY ON BOTH NOES OF TM RPE DR D.Ni GRATES SHALL BE OOMN.SSED 0.1 IEEE DENTIN PAVEYEM LEVEL AWFN4) P4411;1.1 ..�„x _ _ RPE-MCH M DYERS BIM A NONE DEMI K r.YAXIYW OEPM �CAT54 MSM FRAME AM WPM 911ALL BE OLYMPIC FOUNDRY YODEL SCALE [_.1 --._ _. _ _` ]O 17 �� JO 45 a-.THOROUGHLY UMW LAY..1 COMPACTED TATTEFOR ONE OMER ON EACH SIOE Of DIE WE OR TO THE SW RS MUST MOO 37A OAS OPE DR OWN_YODEL 711E 5 •'' - v,--. .'••''',/-- -7. �_.•.. TRENCH MATERIALS TO COMPLETE Ut LL OBER PPE SHALL BE THE SAW AS a REFERRED 10 AS A TIDIED ORATE ILEI'M ilE PEW.E REFERRED TO AS A TTN2011011 CURB NUE ON DE PLAN. l � ' t _ / \ DESCRIBED.(REFER TO WOW STANDVO SRCIOCATON 7-043(3)MO 1 I I 1 0 SORROWS SP004504 XN 203.](•)C,110005 B R C. wtM g7/0c.LN3 RIX O"'" ��/ EMD FOORMouTSl�"Op "` -• I I I __- I I I . : 001450 041 Y-30.TYPE '44--1;0•.F-'2.PPE 51N,L 14.I.:4 05714.4 14.41440HG - ON BOOR . 0201RD LADDES STEPS SRNI BE PROVIDED IIA Mn CATCH WSW No NMHO(5 OCTIOW 5 OCT N 01010 vl 1 E.COMUCATED.IUHMJ4 PPE AND C0 PARC BALLS SHALL 0001 INE REWROTE/11S Of AASMO MIM AND 319], 3.PRIOR TO BOON.TUN CIGN.CONSTRUCT TIE LOT OUTS 54C rw 4 _ COMECIDNS MID/OR STN OUTS BEYOND SIDEBAR.STUB LUIS SHALL BE �• i' * ( _ _ _t. .. F.COALE WIID(swarm INTERIOR)CORRUGTEO PMRMIICIE RPE WPM NMA 2•%••MO LABELED SIORII•LOCATIONS Of THESE MEETING 111E 1 TIOWII OP Aw511iD Y rig N 0 MCH WE E TO PASHTO Y MSIMUTOYS SNAIL DE PLACED ON M AS-.ALT CONSTRUC1ON PLANS * 2945 M saes tr THROUGH Je'.5 AN ACCEPTABLE ALTERNATIVE AM SUBIRNEO TO THE COUTO A„ n N• II .,y "`` O' 1 ./ / .. SCHEDULE A CULVERT PPE•AS SHOWN ON RSODT\0015/1 STANDARD RAN a-17 �.DETENTION P01lOS NM SDE SLOPE STEEPER TIYY 11 DOLL REWIRE ID / MID FOR STORY SE}QS M ACCOROMKE WtM SIOI10Y5H COUNTY STANDARDS. I r T... e TOOT PE51.50 FENC PR 5/011091541 COUNTY COM. SDE SLOPE I¢ vI • IA G MW SOC SHALL BE 191 NR PPE LESS TWW•2'°METR MND xr XAYFAAOND SIMIL NOf BE ALL011E11:I • :.U+-)7 • 33'MGM PPE 101114 ro HETI k:CHN0T5 FOR IMG00 S2 PPES. I 1 O / S.A e-FOOT PERIMETER MICE 5 REWIRED EOR ALL OERMION 0mamas 00L . CpRA10G INTER OVER 3 FEET MEP. A LOCMRG GTE TNT ALLOTS , � _I I ' • \ N BIOLTtL MOOD PIPE MUST ITE COMPACTED TO A SPECOEO AA5NI0 1-90 L_ / / WOW OF 900.USE REASONABLE CARE M HANDLING AND INSTMuiON GIIIEIAANICE ACCESS a WOWED. II I s—,!_ • . / • /' I.NL NON-PERIORATCO MESAL PPE BALL NAVE NEOPRENE TAROTS AT THE S.STORYBAIOO RETENTION/OETENTOI P40031E5.STN OR0MMC PARS ® ` \ / .10*IR.O-P9C G9%ETS WY BE U3m FOI ttPE M CWRMO BAND. AHD CATCH DBMS SNAIL A FLUSHED ARID CLEANED PRIOR TO SN0110WSH COUNTY ACCEPTANCE. • L A NOTE SPEC/MNG THE GHEE AHD BAND Sae MOR ALL PIPES USED IN TIE e H - - / / OE91011*ALL PUICFD ON THE PIANS ].LOCATIONS OF E%15rMG PRIDES AND IMPROVEMENTS OMEN ME APPROXIMATE ONLY ANDD BRAE BE THE REOINIS) IVY Of TIE / / 2 2/301/2� N CORN/WON• 3 i t N COAIGMON CONTRACTOR TO DETERMINE N MC p00 L9GTON( OF ALL VaC1E5 AND 4 RPRO/EYIIS TO NAM DANAGE AND I [�// ENICH PP[`.:CAGE RANO U PPTFE AAOI PPE B.FOR AD M UIRfIV LOCATION CALL 1- E� OWES)(tom) WOES)( 5) BFCINxMe CONSTRUCTION. eoo-•2.-ssas MCP TO /,: ; • • .L / / 12-54 17013 1HRU 4DaP:TN(A) 74-110 0.ME CONDUCTOR SHALL BE RESPONSIBLE FOR WAN.ALL PERMITS f LAW... , e0 45013:14 N' 1N-UJB 40331 10 112175 FOR R0A0 AND URIIY CONSTRUCTION. ,F /'' M-90 97520 TPU e454k 12 24':1N-177075 i0 1JTO) O 0 N I 90 71047:10 N':142091 I�fv_ • /•_ TJX52 TNN 43037:a N': 'q.i a�FI �1 /j% j I i • 't / :ANMW RECO.UGAIED ENDS .1 • 1�I( :j :OR 200130 CORRUGATED PIPES 'I n 1 F /////. - - :01100750 •• - a j i _ , - Ir:1r-04':TYPES B•D.N` Ili ) �• � ` _ �* • (PEE SFwSE SIDE ///� NYYIMIY ' '7/3F,/,/.!J1//l �� / / _ 2 2105%1/2 IN CORRUGATION :J X 1 N COMUGTW • I _ - _ _ 4 /_ _ RPE AER PIPE( BNB).PPE ARa f IJ ! � l iT— ex.'s • DIAMETER `�2' .°:,`z`" _' t �'-: '( 30'-30'291120 10 37024:1.21.100'-72'- E� Iii I I I - � \I - a1'4029 TO 40033:u 21••Ta'-40 0O(N TO 94910] E-800-424-5655 / �1 - I -- 77050 TO uXa:10 34 :10 -IN 103071 TO 11270 I, i • (4 SPPN R91•wRMAR RECOMIGARO 004 PIPE:q1 AMMAR CORRUGATED PRS pN-02' :`°LATER NOT FINAL UNTIL S • p , I I� . .-- I B•-AY:10 It 1r-991:45 P047D.Es` • O '1 I 45'-FO' 14 21'1101[:415E GIDE a AC's. APPROVED BY . I i ___ 1 wf i ��':12 Sr V DOE 7 5 10 1/2'VOL PERMIT AGENCY • 1 D 1530 Shalom* �., J .�! I PRIOR TO AR•AN WOOL.TALC CONTRACTOR OWL CONTACT TIE CONTY*SPECIE.AT -� h27)5m-1215 ro SOImNE A PREC0N4PUCTON OOwERENC[. 0. 31 I`' I - - - - IMINC (ROUTES CONTROL _ _ • BE CONSIRUCTED PRIOR TO ANY WPC DR 9N I ! ' CLEW'S M ICCORDMICC RIM THE',PROBED TEWONR'ER051011/SE WITUTON CONTROL PLAN APR0M0 FOR CONSTRUCTOR I _ \ ' 1 LBW ' (SEE ATTACHED DETAILED OWWCE P{AN1 THESE FACOIIIFS YtST BE SA15iACI0RILY YWTAIED (N ORAO*G 0,0o a PaMq prrNN) +H7 I iNO y UNTIL CONSTRUCTION AW W05CARN0 IS°DEPLETED AND THE POIFMYL FOR ON-SITE EROSION MM. 177 Is Rand.* P.E.• R.SW" PLS. • ALL VIE TORN SHALL COMPLY MDT THESE PIANS AND THE CONDITIONS NO RECOMMENDATIONS OF: I / dsoAc ; .- I • D 11E HYORM[IC TAL ECT. REPORT CONTR 54IL WBEa R* Ku NO.- R/74 Pw l No. _ j, ' ! I G THE APPROVED WEILAND YRGTION PAN. - -__ — -- - —— '! PFN: I''I I ' i E' • I,l eDRAFT SHEET SETUP 11/25/02 Perteet D P.»M o. la4c — SLE PARKING LOT EXPANSION Engineering,Inc. f:• N��,��`` L� xm C4.1 II OO Oak Annue.Suite 900.BY.ntt,XL 0.(415)252-TGR .�" ,-,� -IL- AI•i_-1'Iei INOG 5 IIA 2 I xN — IA MP - _ TOMS STORM DRAINAGE PLAN—NORTH 14