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HomeMy WebLinkAboutTED4001429.4{ %rpBr P � •-2atd I� 104001 PLAT SOUK ' 1 �u�hf to BOUNDAR ' 3+ 7 .50 - I f= •,Ij, O STA 10+07, 5' LT. STA 11+6D. 34' LT. CB 7 - T YPE I I I RIM EL. = 284.90 .'.; `' � ,� rB •� GC �-' T-YPE. I RIM E.L. - 281.81 � I.E. = 278.77 S STA ll+ll 32' LT. o mow; �' I, E*. - 278.G3 I.E. = 279.13 E CB * G B TYPE ! \ �'`� `` STA 12-, 40,8.4, 46. 00 I. E. = 2 79.l7 W •- I a 'TA I ' .I: _ O 1 � N v � S 12+09.74 262.75 RIM EL. = 28 /• 92 33.90L T 2R2.25 I.E. = 278.34 - 12" , W • . \ � Q� - 282.25 r ,.) ; s STA f l+9 ®° LT, 281.75 T ST STA l 0+96, 38' LT. • `j PC = 4+54.4 _ . • `•. • 16.00' RT . '; • , ' ST RTUR STA lO+lS /6 LT. FACE O C RB ,• . �' ,• CB # 7A -,- T YPE l o - 132• ' 14 • ; . • ', F RIM EL. = 284.22 ACE OF CURB • � = 90' 04' 55• _ , I.E. 280.92 49LF I = .60' V ADSNf2 - L 78 •, �. = 77.19' ' • ••-�' .,•• �'N , = R - 34.00' - ° / A L -. 53.46° T - 34.05 •- • ' - • • ' _ •,� . -' • ' �j :: •� '• ' ., =- . ;. .' - =: ,: ' ;; :,- :. t .•., • : .•�-- 27LF 1 „ 0 ADSN12 -� ' =�• ^-� ' ., .. •,.... _ .' '-.....•• •f.. • . .. • �-- S - 1. �� 1 ° �- •• , STA 1+86.76, 24.95' L T. 13LF /2" 0 ADSN12 28L 28 1. 8 STA /2+35.86 ' S = l3.77%• = STA 0+00 TO SW, 105LF l2'° ADSNl2 = 0.5% '1,5LF 48" P S = 0.5 AD S2 o C� l3/.86' N 069 31, 5 E, 124.4 / • . r20" 0 ADSN,1 � /// \\\� I 2 LF 12" 0 ADSNl2 5f S 5 4 2 %' PC = 11+78.39 16.00' RT. N". STA 10+69, 28' RT. ST STUB STA y+0a^, 3/'RTST SUB STA 12+88, 34' LT- ST STUB STA 12+80.86 CB*5A, TYPEI RIM EL. = 28 42 I.E = 277.34 FACE OF CURB = 273. 51' 13" R = 46.00' L = 219.861 STA 13+00, '16' RT. TUB • �� \ STA /2+36, 5' LT. - CB * 5 --•• TYPE l l 72 " ST //+4 29' RT O 282.58 = "' •• , 282.08 R = 34.00 :• , ST4 /2+04.93, 28.75° RT i • +, ` '•, RESTRI CTOR MH RIM EL. = 28/.93 ST 'TUB L = 30.00' T _ 16.33' - ,� • •� • / I.E. = 274.84 - 36" 12" I.E. = 2 76.5 1 - 8„ 282.25 ' . ° ' s " VERFLOW EL: _ 279, 09 _ 6" MIN. LIFT GATE - SEE STD. DETAIL # 75 2' MIN. 2' MIN. t i /1/-1/I AI/- 1 Ir% / O.%TI I A A I „n I ! J `RESTRICTOR (SEE DETAIL • 75 ) SEE STD. DETAIL • 70 FOR INSTALLATION TYPE 11 - CB. UNDERGROUND DETENTION SYSTEM .cCALE : / ' = 20' TYPE 11 - CB. STA l0 06 16' RT. STA ll+/0 l6' RT. CB A 6A T YPE l S TA l l +•36. 84 f8L A 1NE A VE... E.l r ' • saw mar \ CB # 8 ••�- TYPE' 1 ' nl�ar S � T // s� w 6 3 s / H RIM EL. 282..56 TA504. (NE. 3.3 - a�lr 3.3' 1M E = 284.71 - ST STUB / .o' twr 1.E. = 28 f.6G I.E. 279. 23' s E L S 1A l l+ l 3 5' LT. STA /2+4 0.84, 46.0 'R aao• ,nor N_ 28184 - f - A'' _ CB # G ,- TYPE l l 5 4 " 281.34 I � STA 12+ 54 RT , R/M EL.=282.79 �� - 1 ��_ S STUB - 278.24 N N _ b am d0 1•� - 27S•86 S � �, 0 CN I. 2 75. 86 E. W N T YP/CAL SEC Tl2 CATCH BASIN DETAIL D TYPE RESTRCTOR 2" ASPHALTIC CONCRETE wave NOTE: FOR VER T. VIEW OF CB 5 2" ASPHALT TREATED BASE SEE SHT C-2 OF 8 /0+00 //+00 12+00 h 5+00 n 4+00 ............................................................................................................................................. .................... 6 CRUSHED ROCK i .... 1 I.... O ......... ........ ...... .... ......... ......... ..... ....... i N . . . . . . . . o . . . . . . . . . . . . . . . . . . . f� i1D d) C! !A dD N. Ili � � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = N oo N ......... ..... .. ......... 4V ..... ......... ......... ......N I.......� �' N N J.......... ..... ..... ......... ....... ...... .... .. ........ ^ N .... ... ......... ......... ......... ....... ......... ..... t�........ ......... i ........ ......... ......... ........ ........ ........ ..* ......... ......... ...... ......... .... ................................................................................. ........ .......... .................... ...... SV > .�U................................. ......... ......... W ........ ......... ......... ......... ...... .. ......... ..... ......... ......... ......"' ... .'.. e, c... .... ....•�-�0 vc ......... z. O `'"� .. ......... ......... ......... o W. .......... ..... ..... ..... ... .........� ..... .... ........ ......... ......... ... .... ......... ........ ......... ......... . . . . o � > � QW o . . . . . . ... ... Q ... ......... ......... ........ ° ....... ...... .. .+1, co �• �: Cr) ..... ....... o........ ......... ......... ........ E ........ .. .. o Y J W d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ u. ......... ......... ....... ......... ........ }; ,z. .......Q ......... ......... Q' Q Q Q . . . .J `� `t . . . . . . . '� ......... a .�. �, �• o .. ..... ......... . ........................ ►h • Q1 •► ............................... +. :1. 9>0' M to * * 4` N a' aid' 4 ......... ......... ........ v ,► .......... ........ ..... ....... ......... �co + Q .. ......... ......... . . . . . . . . . . . . . . . + M . O ,� , �. J !` p . . . . . . . . op . . . . . . . . . ca . . . 3 ~. :�i ;. _ .. ... .. . . . . . . ... . . . . . . . . . . ... . . . . U4 . . . y . . . .... . . . . . . . . . . . . . . �. . . 4. . E......... ......... ......... ......... ......... ......... ......... .........� ......... ..I. .... ......... .........�a.. S. k Q. ......... ......... ......... ........ .....W ... ST: PE r! ORE. _ . . . . . Q ~ I' . . . . . . . . . . . . . . '� ti EX f $C O = 0. 41C 5 ,33 , . Z 2 i_. .� . . . ...k . . . . `�-� ...-........... � ..........................................................:.. ..i...........................................................ES5 t ....:..........:....................:.................:.............. ...85 '$.. o�2... ..... ......... .... .. ......... .-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ ...... ......... ......... ..... .. ......... .. ..... ......... ......... .... ......... ......... ......... ......... 5 __ •2 3R. .... ......... ......... ....... ..... ...... X........ ..... ......... ......... ... ......... ......... . ,-T .--. I . . - O .......... -. - -.-. .... .... ..... ......... .. ... ......... ......... ......... ... ..... ......... ......... ......... ........ ....... ......... ........ .... ..... ... . . . . . . . . . . . . . .. ... ... ......... ......... ......... ......... ......... .......CRdSS•PIPE ......... ......... ......... .... ......... ......... ......... ......... ......... .... ..... ... ......... .. ... ...... ......... ......... ......... ......... ....... <,. .......................................................... ....... .............................................................................................................................................................................................. .................... ...................................... .... ................... .............. ...................................... ............. .. .......... /. .................... ........... .. ............................................................... ...... . ...................... Q 5 L/?.. tiV /� •SEE�•a'S' 1=' �' •2R,O.. ......... ... ' S T. ORM DRA:/NA AGE NO T.E� .. . . . . . . . . . . CRbP/P� . . . . . . . . . . . . . . ......... ......... ......... ........ ......... .... ......... ......... ......... ..... .........:SEE ABOVE... ...CROSS.PJP.E. ....... ........ ... i3EFORE ANY- CONSTRUCTION • -OR DE•VELO*ENT ACTIVITY i ... .. ... .... .. ......... . -SSE ABOVE CB 7 TYPE: 1 / 5 4 ......... .2. . 3I6' CMP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OCCURS: 'A' PRE-CDNSTRIJCf iON M['ETIWC Ml1Sf tiE `HELD -WiTiI _ 27-F 36" CMP ....... .. .S-Q.SAf......... - ....... ...... ......... .. ... ......... ......... ......... ..... s' DEstcH . f'IM EL'. _ '284.•90 - N OF PU9L1 UORK �' ° S=0 5.Y _ i . . . . Y . . . .O. DCPAR. . T CC` , i E i r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . THE C1 bF llSLF 48 _ ..... ....... ......... .. � CMP S - •0.5'/ ,� ...... -y .... .. .. .... ... .... ......... ........ /• ,r . . . . . ....... ............. ................................................. 5• .....8... . CB ' 6B T YPE l # t4 l ................. 4. L:. ... ............. SSP:. PE..: .............................. ............3` - 2 �5.. 2 79. /3 E 7 .. ... DEL• .. 2• .-. . S 2:O/ „ }d 2. eita•rh the 1988 I•'E 279•l7 6�1� 27LF i?_ �A. AD b cordahc t l be i ri c . E. 'on ha l 7 r 't s 3 d and Munici l .Standard Spedf-ico.tirons: for -Road,. Ur.i -gt p. _ /. a SF� SHT-2 DE 8 S l.� ... - re r-ed � W.•S.D.O.T. and the Arneric n. Constrytc•tion p pa y tiNE : Gras's seed€ma be' Pied' t! fi driiseedlri The grass �3 Y Y 9 . TH: ✓` y Pia FOR COd.T.. . . Public; Works Assvciatiron (APWA), as amended by the Renton A roved o her tha Ci t .of Y seed mi xtttre t n Y. PP . . . e 'arttr>er�t of, Publ-i-C uvrhs. Cit of Renton D CB # S ""TYPE ll 5 Y P .standard mt xes - shall. .be � s.ubmi t.ted� b . .a Landsca e . .. R -NE .. ........ . Arch•i tech end ' a roved b th•e • D•e t : of �Pub'•l i•c- Works 1IVl • EL.• ��2: 79 •� :.: .� . PP Y P CB T YPE l CB TYPE I l 5'4 CB �; C Y n... �... T P s nrm W ter: tlttlir - t f y• .. .. •.. •... • .. i : . . . - • • . Il -T• • . - T d V i 24 1 i, . . . . . . . . . . . . � . . • . . . . . . . • . • . • . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . • . R lI -1 - V . . • . . . . . • . .-n ed �4lM FL. 282. '7`9 _ 3 Tate s....................................... ................................ torm drainage i:system shalt construct „ RIM EL. 28 �.8•l ..... ......... ......... ......... ...... .. ......... .... ..... ... ..... l:E: 275i8G 'S = en's'whi'ch ar`e' cin fife In* - K - _ axed t lE: 7i:34 ... ,s l.E: � 278.�3 . . : n f Tom . . . . . . . . . o A� d' 'iatto . . . . . . the .De artment- of. Publ i c . W. rks Y All • t - :and •a • r•tenall shall. . . be , I aid -on a . . /,E • - • 278:04 � c� W P pipe- � � 'l.'E: � '275.8'6 S tans wilt require .wri.tteh approval from ... .. ... the �a � raved• q PP Orepared- foundai:i•on in- • accordance With i?P P properly p ii' :� �• P .. - - _t C' •o Renton De 'artment of Public Works, DesigrY �tori the tt f p Section' 7- 2-.3 1 of th'e ciurrent State'of Washir Y s.t p , PREPARED ( >• .. AS � BUl LT REDFIELD n• i'n �e� be Storm Water Uri t i t . * C e Y ion for Ro d. 8r:id e ........ ......... ........ CB 5 . - .TYPE 7 p 9 . . . . S t.anda rd Spec.t f: i ca.t . . . . . a . oriel 9 / / 2 �- .... ......... ......... ...... �... Y T Canstructi n. 7iiis shall :include necessar:. t•eveli-ng �7. .00J/t//A . Nl.NEERS. o Y R.STR'l CTOR MH ... .. .. .... . .. ....i ... ................................................................................................................. .......... ..................... ............................ ... ........... ....................... ........ ...................I..................................................................................................................................... .................................................................................................................................... ..... . - j......j...............•.................. �...... of ttre trench bottom or ti7e to of the : fovnctattorr • •• .. _ ss a ce o t.ie Bu ldm or Cvhstruct ion perms t' �••�••.��.� ••••••••• •••• •••• "... • : .......16.•1.un.f. I.g Y. ...... ......... ......... ......... ....... .. • . • a3•. n cut road cro sin s thru extst.tra btac rt ht of = • 4: A c of these a roved tans must be .on the )ob site to tertal as well as tacement and c action of - bee & 9 3 g aPX PP P a P � . Ci•t of Menton .does not relieve . the . _wner. :of . �r.e • • RIM ' EL 28 �. 93• . . . �,.^ tyay -wi1-1 -not be allowed unless specificatly •approvec Y •r ., ' uhtll construction is- i-n' progress. •fo m Tads so th,� �,.� _ r d bald i me t e r t a l to un t r / 7 - P i e u t e n 9 r .. 2 4 8 4 :,� l2 //. q. 9 nec.ed 4�. b City ' of Re'n1loh Ile t. of 'PUbtic Works; 'D'esigr' continuing legal obligation and/or die5ility colt . W, . be .sul3 Tied on a Y. t? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . entire l.ergth. :of .the. .pipe . will , pa With 'sto�n% 'surft3ce 'water dis' st'tion. Further, t,te /;, r 2� ;5/ uniformly dense un ieldin base. Al' pipe bedding g . r.• y y 9` P •P o . Reno does not aces i sri obl i at i.on or' the . . . . . . . . Ci.t • . f. t h . . .P. . .Y. . 9 . roved b Y OVERFLOW • ELL. _ • 2 79' O i� , . Daum` shall be U:S.G. unless 'o trer•wis•e • aW Y otl' e- APW-Ctass' C wiCh the 'axes t on of PVC 5. sh b A p . n . of .the s s "t,�m �: ^,"�� ���� W�.3 . proper functioni.n and mainena ce y /. ,. Public W rks: Reference P Pe 9 !` 7 I Ci't of Renton De artr»ent of P a o ' l l steal l .tie c acted to y P i• A l l t r•encft b ck•f t . o!mt? . . v' durirt •construction: � �,: ��'�.�� °� ens, . . RocK for rotect. . . of rotidside ditches; 'pliers' P ra t dad 9- I T Y O F' R E N T �J N © o are rioted on ttt€e 1 P . . . . . . . . . . . . . . . . . . . . . . . . . . . .�' be' mark And slay tin p, mi.nimIxi 95-)G . for averment and -structural. f i t l .oral. 90% . . /' ./ ..... .. p STORM ©RA I N� PROFILES � � r 1 c . i . .................................. ............... •®therwt•se'. �• .ASTµ...p...}5•�?r7a: •lea' gfawel' g• .. ................F u.ir.ed. ..sha .lam .of...s.aurxi � �..�.. ...... ... ... ........................ ......... ... ........... ........ ifs �.. .�.. .� .,�.. . '! ! • A R C and must et. the fo.lt•oici D P T M E N T O F P U B L i WORK S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i, 41e{ath of i #aot ►)te g .. ..:.. ..:.. ..... ..... . shall be 6. over and under:V.C. pipe. i i i u _ u. a st e3 slu e. for r?ovidi.n '"' e . . be . • i n : - /4 ng, _ ! . . . . . . . o • • ' • ' 'Aft' :secttment•ation/erpston• 'facttttte$ .must pecifications. 4' t1 OX 70X passt 2 4 rock/�0;' 1i The Contractor �alh be r ,psan .p. g 'HORI SCALE • 20 II ua d safes devices rc3tect.ve _ •.. 40% os-st' and 2 rock/1DX'-20% passing, •adequate sa eg r y P VERT: -SCALC 1 .5 -on ridr'.[o'c'l `ilia' and t>vi'lditg consar`uet'ion; p rt91' #� g . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .....apes&ttA. .s 9 'e u'i 'nt flaggers, and any .other needed actions to •a• °� � ��'• '�• � � � a d unit l q e' ' 1 � mil t t ;� .,� •e mu� t• •be �ati�sfactort . i ed� steel i for and. ate Y . $ > Y: Galvani-zad steal pipe and. altmin z p pe. �; 't ss. SWAN alth and eafet of the 4l'ic anc: ` MEADOW IC rotect the.lif.e.he Y: lw. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . a�. •-constrwcti•on -is completed -and. the •pot�ntia.t :for. on all drainage fac�ititles shall' have as alt treatment •p ' h erfo a c . . . . . .to protect ra rt. .in connect -ion. 4ith. the rm n e J a� n has s•scd: . . . . . . . d' 15. ht t 'building downspouts end footing drains staal l be {� p Pe Y Pt viGb Spa zrr�t°- :� site erosio pa #1 or' better` in'si'de >3nd'ouCsi e, . . . of` work -covered b the contr•aEt. Any• work w-i Ill - the . . . . I C cotmect'ed tv' 'the' s'tarm dra•rnbg'e system; unless Y ..... ......... ......... ......... ....... .... ���-� ��-:p �_�. ., TORM ORA lNA GE EXTENSION . . . . . . . . . . . . . . 'o ub is 'W rks Deli 'n' E'n i�• •r' traveled' ri •ht-of-way -that may -interrupt normal p roved b' 'ttie De t f P t o g 91P. OFF�/T�lci�v�? Y........ P.. i. �• Structur•es ••steal;: nv tie 4t•h•in 10...i�rrpt off'' ..:.. ....... ..... .. .. .... ...... ...�....{•.ar'o'ffi.c...f'foa•'sfiaCl...re utre ian'�a roved"''t�'f`f'i'c :'conbl" : : ' n.� c I t• e.tentton detention .factl.tttes. must .be .tns.talled: . . . At r / or Storm hater. 11ti i i ty., An accurately, dimensio i q Pt? � - 8 7. the s ring Mine of any start dratnnge i pr 1S feet a fie n inee iin D'v of 'tFiee t. of �) Gy<d Cep �� �-lP7` (�� 6-Z7 �I DESIGNED G.S. P P.Pe� G rtif••ed • ras built drawin of- this •dr•aina e. s s;em . . . . . . p.lan.by.tfie fir. f � g. t 9 l . . . . . t? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Dh �l F B. 8 /989 589--002-881 and in operation' prior to or in conjunction with all .. he ' a ©f an channel bank. e t 9' g y fr' ' t t p. • • y , ::, , Public Works. Ail sectiwns o the•W,S..D.O.T. Standard . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - GtATE �' f FILE NO, earls `ructi'on activit uhhess otherwite a navel by the : wo.1 be -submi-tted - to the City o•f Renton .Ipon . ?' . . . . . . . . . . . . . . . . . . S cifiratio 1.07-23 Traffic Control shall Ey. . . . . . . . . . . . . /"/T /7-�f'S DRAYVN D.O. t icompl'et I on: _ Pe n , PP D>rpar:tment< 4f. P.ubl)c• Yorks, Storm. Waiter Utt t i. Y.• . . feu os�� ..�ca�P. oay� s NOTED C M. T SCALE FIELD BOOK -PAGE . . . l'l ' catch 'bas-in rates shalt -be depressed 0.1.0- f.e.t. a CHECKED_ ';�. A P e 18. .S cia.l .droina9e .measures. .Witt . . . . q. . . i.f the . 1'�r -,Zl- v' nt t-evel c ramie D/1•!T ¢ 8 y lie t oa : Pa erne . . . . . . . . . . . . . project t•oca-0-on i•s within the a.qui •er . prbtec.•or, . . . . . . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . . . . . % �% 1/ . . .. . • . . . . . . . . . . . . . . . . . ✓ / V / ! area: NO• REVISION BY APPR. DATE SHEET OF_ ./. � 40. � PROVED : : • � DIREC OR OF PUBLIC WORKS FERGUSON 8 SONS INC 91704 • � r