Loading...
HomeMy WebLinkAboutSWP271592NNION (p7 0 SHOAZT PC A T + OaAINAGE 4NALY313 1, ACEA r /, 0 / A Z, N• OF [.ot„ - 3 3. DENSTV = 3/0.8sr 3.5 UNITS 1 AC: C tOeV) _ 4a4a-- 4, EXrsr - 0. /0 (A ✓G ) (53/00 Z- - - PE Z CITY USE 0. 50 Foe Co 5, To = !O 4- // t 1Q t 91 4 13l5 II01 I, Zo'%He 3Abu l,S/(,o Yxt o /i-. 7k- s-I% s-VI. $=lit. L = A CIQASS FALU,O FA ww FAI,WW PlExisn 0.12I ors .09 po- ./ 1 _ 0.24- cX:S/a4-C I,ol 1(,50 ' 7 - Z S 176 Z., 24. " BOO ' 68 Vs,7. (41 2s t �v•68 Ur= 04/4.6)().ol)(.5o) = 7/4.4 5A1,1 71.5- C.F. /� g USE 42" P/KE W'lTH STUBS A ¢L" j 9, 6z CF/FT L = 50o ,l 9. b 2 - 5/. 98 r T. DES16 N VO}GUHE :j�QSP4 9.62 - 4-8 /, o C. F. p4 X 3, /, . 12 . 6 C.F. I S' 1y7 13 97.86 - 3 /4,0714P, v/ r 1/'7. 8 C.F, QE.STQl croe It,61 (397,56 - 3F4,3to) ,uiK7= l/0. (p C,F 5DHH'o TOTAL s 7Z4-,O Cc ) 7/5 C.c. 12E0'0 - Ot- 6. DES/G N 0,2/FICE 044U.0w)- C7,IZ/ CF.5 h ? - 397,e6 - -34*07 - a 7V C. osoxf = O, 6 Z q - D. I ZI d : 4 o•gu= o• rr 7. CHECC IZ' CCILVEK T C� FAST Ii - 6a ATTACHED SKETCH FOE BASIN. ACEA = 4,2A(, dU/A = 6/4.1= /•4 DU/AC C - 0.30 %= /O+- C7'0/0.7)fv0 = 35.95 "i". I wye= 0,72'%HZ O, 9/ CFS By INSPECTION /z CMP APEOUATF H(v Hor cRITICA1, D CHux - To7AL 6LDC3 F Dewys = 24 6Lr+ 2446 Z 3 4 0 - 7Z-IL Sc Y 9u TOTAL ,eOAD(,UALJ (4LL) Sao Y 43 IZ9UO sF f IU 4 REVISED 1110183 LAWNS - ETC 259 a� S.F t,2v WANACysls DID NOT CO1J31DEZ LUiUIZE MIT AV6 = 0.50 - O NECCS , POADW Ay IN/ / FuTWZE 9 D, iq �Ur1S l vF_�QEO Tp Po Iri MAP. SEC'N, T. 23 IZ SE.;N M_ Li ScA1✓E I 2 0" CONTOUR NT QVAL= S' )F 406 !� x X 401 4 MOkEYDEW ELEkt sGNOOL 64 1 x 401 { /A 1 40.00 ` � 1 x 402 T R { 11 TREES eR a x 41 b 11 z a o W p INAG { UB- 6 IN + x 403 SITE { x 404 L CD o I x i 412 I� ITREES ' A1, I K; II 11 ♦ x a' It 400 1 TREES x 409 TREES 1 ` I •. ci 1 v N' t!/3TAMC A CTa Af M I r ) 370 tie . CaWY L----- cur M1,7Tavr c4m f Bar w MEEN CN'COW CKe AV 75-A-AA O 7,ftrMAlO Ar[ltyy ynyy AEVS Ce *s,Ar ClAre TO AVM MVT - W tt. lures. Locate filter fences as sector/owners. use Y-sGPed ken fencelIfjp-r W exlttnd Ion control eACilittes s11411 be "resentattveS in the field prior Ititing topography and ends of $off from rurywing around the ends_ Io pridt'._tg any _gther c9gstrgctipn Ition Itntil such time as the IrAtioeal- The erosion control Mnstruc Lion prpgresses and/or lntrol facilities may be rt- propos► plat. I ` rTc cA�) ---�- -/ NOTE: S' Soy =3%s A FILL PLACED ON G4iLiED R J[OCEO CO. N.q &-A. LeT� !. S(! SNALL 6t X AAwfJ TO Od444 TOa1 M�p L=41' • _ F'4GL0l41 j AWL" A/R 3 To &A r-� I I J c= vc�� l/1 OK EM/ll [e C I I S =5st: V 3 y rAOM ATIV "'tilt TO AJ M CC C. `` I rMov AatsAO. -- &"0t4577C ,7.0 ""t 00MMSAWri - 3CM 40 w NE Gym Pi. _ 0C "wic (T)OP')— � MAW fi­&FA c \ EKE MY T rF/UEE FACE t fOE SKTIIApV COr W-- LOCATt AV 41810 l � Tot A� Afnv Ewe � , M e _1-3. � I t I GENERA[ NOTES: GENERA[ NOTES: 1. BEfICM NARK: AAf' 33A CAIFJ14LIEDr,TOkAW AV COW NE.COL Of CARAM? a 651r /AV,Ou AUffaM 311NLt AA/ICbvT 7b 2. �A4ll work ON materialf ball be to accordance with 1991 APWA Standards and Spec- &&V 00%A swam e o rs Aav ? ifications and Cit,, of Renton regulations and r irements and subject to a va � ew j ppro and inspection by the City of Renton. 3. Locations of existing utilities are approximate. It shall be the responsibility — of the contractor 1.0 verify the exact locations so as to avoid drmge. 4. The contractor shall notify men utility and coordinate his work schedule with th `-� construe and cable T.W. of peer, allebe S.sa C.M.P.gas All stores sewer pipe shalt be C.(aluminum) 16 go. or as rated on plans. eei . or asno are required for all storm sewer pipe. 6. All pipe bedding shell be Type 2/ Standard Plan No. 62. All pipe/trench backftil shall be compacted to A mtnimem of 951 of m*ximum relative density as measured by sand -cone method ASTIR D-1556. 7. All curb inlets shall confom to APYA Standards Owg. No. 39. All Type 1 catch bestes shall con ore to APIIA Standards Owq No. $2. All Type 11 catch basins S a 3 0 (48' eta. and 54' dia.) shall conform to APYA Standards Dwg. ft. 55. 9. Catch Basin/inlets free*$ and grates shall be adjusted to finish grade just prior - to pouring curb and gutter and towing. frames and grates shall conform to Std. Z. Plan No. 49--Ductile Iron. ( �0 9. Cement concrete curb and gutter shalt conform to APYA (1981) Std Plan No. 1. Type A curb and gutter. Extroded dent concrete curb shall conform to Std.Plan Me. 6A. to. All sidew*les shall be type 8 Std. Plan No. 14. 11. All monuments shall be cement concrete with copper wire or tack. Ibrker Prama an [!f JbIV1: QAEil6ufT6IP cover shall confore to Renton Standards and Specifications for Roadways. aleaaris TY1 7gl,Cr Tf0 shorn on plansthusts /IeafN [f Et7iNOF0 12. All building downspouts and feettrq drains shaft M connecter or directed to the i storm drainage system unless otherwise approved by Department of Public Yorks. - C AygyeC/a: 13. Prior to any constriction activity the City of Renton Dept. of Public IF 7df -A4l7ifvD �_�'� Yorks must be conta•:ted and a PRE -CONSTRUCT I DR CONFERENCE held. e'er 14. Rockery wells shall be constructed or sound durable rocks using 2 to 3 man rocks: ' source of material must be approved by the City. r • '40U I5. All horizontal and rertical layout and control shall be done by a licensed land PILO Surveyor. 16. As -Wilt Plans and Qacords shalt be furnished by the contractor show mg all I3•�/l7C,aa' deviations from the approved plans. 17. It shall be the contractors responsibility to secure all necessary permits priori construction. I ff \ : t LtAsrA w claxwD LAW (P it CTVR1 P� 4t 4 t- '[-t, r MVV \ J. drAasYAa✓r urea a / r TA 3125 r-a'if C&Ae ast -._.S DAM JIM 3,05 WE: PROFILE 4 DETENTION DETAIL. NOT APPLICABLE. USE OW G FOi DETENTION ANALy5IS OWLy. FASE POR• OETENTtoN ANA�.�s� MT.a Aftw . COM. 50 Awf x xrmw E cawi r emao I7 0A6ECre yy OrEA' GaLIpEF f AFSriGC7OP I /.� VGVEtI!tone Of o,- 4. K. cww AILCdO - j I y Q.FViSEO . c a u° B4'aw s7r1e 1rYn•upu � 1 E AIIt OX& MW CTytJ •6 /g� L L t raw, .a...... !r0 [AWM AM TWE 2.54s CJ ZI C61[KI-rjMCAL i.' i Qa �I i I �� I I �1;'! 1 r_ �• �.�RY .. ,.•.•'i' a' � �_ T �•� .y s _ �.,, r ik� �. _ 't ..�-� �.' r e� .r� ,k_ � �'2 _ _ 6 ► � +tr•. r . " �. - ! r; �.- .,� �i' � , � �.: ter, x. '." - - •:.\ ` fir. -.. .Y ,k' _-; �•-�~ i T r<' { A c. _ y.. f-}' C#+ 41', ,i �•• it �,• yfa` 1 ifyr0 .f - i � .??`•y � E'-,� :r` � .,•`is ..Y T O. } s - f. ram.+ t J I Ali " : ♦ �-.• 'M� �.. - -fit-•- �'+i - i- ddd J4„�- �- r. y., x £'-i'--� ,t#•- __ - _ _. _. - _ __` .;i. .f+, i -ki'' 4- ,iia 1,- r fl •,5. 41 - 7 f .�1 �} I •,1 + ( '�� gyp- f Y X ..F x, .yam ��'� �, lit, i -' 'ate r T� * - •� :\\ r ; { * •.A K t. ,� t� - ,. �> .yf r'A � 'ram � -\ r / _ .T .,� L i- r - yif� "f,� }_ }- •�, _ j " e`� `{ r �- "•y` .� r a '-ate � . ,j i �... } .�� y .� ��. _ 1 �Y' '. _ :Y. .s r it - y rk S� r.� _ ry '�-' ri'. � i � �•� •S •.� 3' ` 6 � 'T^t' �4. �r ��{.- -? ��. J�. ~� :�-. 44 ert 4-4 ,a. I ^x`Jj�''•�z w?a AII24.TCJ �`1 "J 7� �4Tlh�l:.. .........:......... D..7; Q: ...................................... ......... ......... .... :::: .................. --..................... .......... ................................... :......._..........................:.......................................:.................................................................... ... ..... ......::: .................. ......... ........ ......... ... ......... (UJ�'iE.................... ...... ..................................... ..........r ,. c. (LD.04 ...... ........... ......... ...................................................................................................................... ........................................................................ .... ......................... _.................................... ................... ................ ...�$ .: ........:...:..................................:............_....: ................:...:...:........ ................:...:...:. ............ ............... ............................ ...... �.. ..........................................._....._._�.�._............._......................._.__...............:........................ ......... ......... :.......................................:..................................:.......................................:.. _................... . .......... �... ......... ..... ........ ....... �........... :................................:...............................:.......... :............... (,...:...................... _..:...:..:...:_..5. ...... ...: ......... ......... ........ ......... ...... ..:...:...:.....�............:..r �.r.......s... ......... ......... ......... ......... :...:................... ...... ...__._........ ......... .........{. .: ............:_:............... 1' 1. , � ... � fT 12 U14ro14 (,o 70 5k7Wf PI& r Pu ; 1 C" 5 S11,11fla IDI)L4 r �uck4d ✓'ad bu.,vl(04,e C'r'Pct yr <vQSII.► T f .Y'o,�' d wo ,�- 0.01-, __.. 1, i���G4✓I�t� (3oox So + J--O l r -- f 120 4 1 /47 w fo S (t8o fo �'fo6 a(• ?.0' (v= 39'Au7 S�u ?foC, 4c) 2t45 Z,Z ` (2,z)( 3q)(4Z)�CZ� = 13o (7.k/ S fa Zt 4S 4o 3 t 3o d . Z..S ' (z, s)(ss)( 8s)/ Z-7 425 c,y, Tofu / 7 y o 3 d —7—o 4-- � 36, �e I 0 i� (11 f u e l/ Inc P s 8lit ZZ Gnlan 610 ShOVI Pla-I C bcwlh tles - w s �0 I , 8" 4 P. I. P C C S3 30(P Pf • 0 2, 54ov 44 . L 1 e. o. AssekmbA t od boy l Pit, �c1D ?ArD 31 Fl ye I-lC(oir a tj h 5sem bl N IPA 4, Weflop Iric/, SlfPv'e /Pa, ad-O zro J I aep nS r4e valve- wl /7es4,va-ho, y ?.v S Waier Sfmv"1 uL Inc/ Y)'l e4e✓ bOX Z ea, ySG1Ylc.fC1Y � •�p���'✓ �r.C-�PV►n 1, u�,�iuvy ��ure� YY v,hol�s 4eo- 13 D, /. P 5ewP.- PtPe- 143+ 13o 4118 3C11 P;, �3S 9/0 3, 8" PV,C S,Pure- Pip{ Zb'71-10 ZglPf- 30 �ZS o SD 4" 6" D, I. P. Scde 5ewev Pipe- 3S * IZf 3S gZ,,w S,S. C.D. /ea, goo 3d t / ' S�-v�m QYa 1mye 5 s�Pv►� 54 5, D,' H• P, I �� moo Z. y 544 5 ). M. H. EbllctflOh Cluvl vol 54✓v( vY-f 3, CL 4 T&AIRI3 so qo �!• 42 "0 C, M,P, 33G S• 81,4 CVIP 3Z 7G. 6 12 "0 C, HP 3Z + 145 t 5 18Z Of / fs 31(0 7, v- 0,4rl-. 4(v -- Z16 P�', S o va �. s,�. y5 4. Ft l4ev �'eoce . 12o + (9o-t ?O440 Mo 4 15 4 ZVC S96 !o G " P/as4i' ScA 4o S.D. iio tzY l — Pa u—�— I . S-Ed Cu vb $ �/u ff �✓ 253 t!o 263 PI' /6 ? S/d 5' Cem COOC• S,4"Ik/ 230 F�', /t.50 3 Z " Cl " 9 '' AC oLr-e,- 41' C✓uched vocL sYs'O 309 X I q + 8o X 11 4 .54 5X 11 //O 3s z 35z-n sZ + .5,(10 y 4 Y 9(OI SY Tu "rl a vouvv�f f (;,4 iN LX 2of ZO�� y = /: y Z c'� Cly. JJ 4, c,vu"el deaf 6 f 180)(4))/9 /52, s.y U i4wu (o Z d 5 k7w f Rat pU_ i t � 5', S��rylQ &A400 �UOj i e0i'l 6WI(ad-e C IPU vt►� $_ Cam, �Q�1►-x� L ro-a d wo �. �►� l.�_ _._ ( 3bo x SD i- I --O `, f 120 -� f 2 , gSl r r - �+.� go 046 cu= 36' 4vy ((Z)(UY36))lZ7 s `TO C. W 34'Avl S4'rA 2t06 fd 2f45 Z.Z r (2,Z)( 39)(44zZ = 13o C.t/ w = SS'A,7 S-kc Zt 4S- f o 3 f 30 c/ = Z,S ' (z, S)(SS)( BS)l Z-7 43S C,Y, TOfu / 44 A ,, i� r�lttu�(1 7►nc P. S 83lI tZ Unian (,O-)0 Shoe Ple �6"htics - Wad Sus�Prr, CC 53 2, S44. 8. 0. Assemb-ly f Pla boy 3, Fire 4gahw�tf Assembli 4. Wef dap rnc/, IV/8" 14/9pin� Stff" fa fpjn5 Dade valve- cW/ !Teskva+ice S Wu4er incl ✓►me4ev boX SQSa � .coi�+v StS-�Pw, 1. �a ✓� � 1u v� � urer ✓vats ho l� s 2, 8 P sewer Pipe 143+ r3o {118 3. 8" P. V, C spore- P,et za-7 t- to 4. 6" O.I.P. Scde 5ewe, Piet z- 3S f-12-� 3S S, S,S, C.D. Sim Ora irwyt Syslem A. C8, Tcfp1. Z 1, 54" 0 5, D, M. P, Z. 54"4 S. D. K W. P60w ton Ouk+►ol Sirur+Nro 3, Cuvb I&A Ie+s Q. 42 M,P s. 8"d C14P G 12ZZ+145 t5 7. V- 4(o + Zra n 9, Fi N e v tle o c e 12o + &o f 70 4 do 480 415 4 Zcd- !o G " P/as4ic Scti 40 S.D, //0 ftS Pavr�� �. 54-d Cuvb f ?a H ev; Z53 4--to Sl(d 5' Cem. 000c, siclQ"lkl 3 2" C19 Ac- ov-ev 4" CvucheJ roc ( 3o8 x l q+ 80 X 11 4 .5,1 45 X 11 35 Z -7 x3sZ + 5 r io y 4 f3ol S•y u 7u-'r.arord F (3.ArN Lx 4. ((Bot so f 180)(4)) Iq 306o of . era, 1 Pa IPA, 2 ea. 4ea- 3cfI I -ea. lea lea, 2Pq 18Z Of. 2G4 Srf0 F� /3 263 230 F, 9615y jo , 79PA46E12G A 831OZO P, / . L' Ire.c lC CP.jC S MEN OD 01:06q ti CCUFCT SrOOM U)A7Ee FWt-1 P20POSOC DEVELGPHENT IN AN INLET; CONNECT INLET To TYPE C8-2Z CA7LH BASIN Wlrki SUFIP � 0/L TRAP. CONNECT OIL T2AP C,8, TO r-XIS7INL IZ"CONL S•D IN CALF WASNIN6rol-) BLVO WHICH EHP71ES IN70 LACE NASHIN6700.4 La VP1204 N 33ft5T. Ho 6E7IFNr104 2E0'D. CHC%C Slv: PIOIHG rzH SIDE ry Cl- 4 I -Ace PVAcWNG7bN 13LV0 -NEw CONS? 010N. SEE SITE PGAPI, SITE= LO7 1?t13 2-I0Z X lov= A),,00 If F LDScP-ILAWn1S AUEy= 90 e 14= 1260 s,F 70x14 To7AL DEVECCO = II 4,u ..F. = 0.26 Ac- gax,l Ssr 20 3s,97 z0 is 33os S.f C(prv&.OP) 44N/NS t LAWWAPING : -- gc.ns, PA2eIN4,1 AUZ-1 - @tom_, X 0.110 _ . z 440 6165- 7s o+FirsITE (o.$)(100)(100) = G � 0-45 Tr -(Tv InILEr N111) 0 1 f = w � L- 110' - LAWNS L= 1401- (/,SF_ PAVTISkc C��14c.L tc, S= /0% V = 2.ZV5 5 = lO% iGNSFQUAT)VE v = (o1S;(s TC = to + 1LQ t L42 Z,Z )(l00 6.51(00 I(la ye r pc) = 1.57 NIL /0 y9 - 2ENToN-SfA7iZF To 11.19 klN o 7 CU17VES CHECK C NECK BT►VN WLE-1---14"i C0 N° ! 1- !b , 9 - 13.56 % 80,0 C rf o, Q=((0,26)670) f- (0,11)(,45))e1,S) =0,36,CFS 4? cAv. B"�� S= 13-SG�� (/3.oq)<,13561`J- 4,8 CFs C- FuLL- QUN CB N° I To CB N'' L 4� 8 cFi ) O.3 ScFs 0� UsE ri I,5 "IHe 0 X(eo,1(l)(,71 )t AIo(,45)35 Q (cAP) B(l3,u9) (.osg9 3.15 CFs P-uL(- ) 0, 35 'FS (3y 1NSPECT104 ACL PIPE ,ea".S (NEN) TO Ekls WC oc C0-.4 0r`. CHECK CAPAC►Ty OF PIPING IWO LAKE W,45PINC rVa 6LVD A5-BUILT 5U2VEV DAM OF EXIS 7/NC; S.D. N SEE BASIN MAP FOE Lrx,4710H CS-1 To C6-Z L = 22b ' S- 5.20I6 V %-11" VP : U,3'lS [— Cv�tc CB-2 To 08-3 L: 42' S : 3.3'/u 0 -12' VF- 9'l� I Cs - 3 To C8 - 4 L = q 8' = - �' O - I Z O VF - I?, Y7; cS -4 ru C8 S L= l47 9� 4°/u 4 - IZ' VF - 0.4'1�, L C8-E Tv DITCH t,- l07 S= blbk 0- /2' VF. 14,1�� B3/02.0 P•Z Tc- To C 6 - 4 Tc= lO �S h/N- 2.2r60 (l.3160 9Xb11,B t'o I, 28'�HQ �yic•v��r„c,kr A to c8 - 4= (moo' 6,00) / 4 3 S (,o= G W 14 c 7,11,1 Zc)c)V 4 3 S &0 'I=G.u7,A� WE CD = O 50 ( Acc0uNrS Fog Z APT 61O6 S Tc) Ce-s i = -f. Z C F,5 Q(FucL� - C6-4 To CB-S= (36.&o X,a44''t)r LAY - CF.s 4.7- CF5 Or- s2% CAPACIty CHECK C 8- 5 TO OUT -CALL OF IZ" CUCV• Tc = 15, 2cl f 14�L / 5, 5 3 M 14, 10,4)(60 Z UO y t) _ 1, Z 7 u/ H rz 9y P&,jA tt4-& (0% AREA TO C8-S = 4�am 6,70V435u0= L5; 9 4G • a.1.8 r, Z.uviic v/W4. USE CD = 0,50 - B •q Ar, 4P(C8-S ro aIT-CALL) = (6•9)(1,27)650}---W�lCFS or_ CV (FULL) • (38.&0) (,D86 BIZ) • /f-& CPS ) 5 G5' CFS -- OC NOTE- A 4>RA1MA6E DIrCN FA?OH END 0c CUL✓E[T CONNECrS /r FU LACE NASHVl16rDN. EXISTING 2ESIDENCES SIT AWAY PROP1 DING QEF; Al2NErr I ASscr-. AS-eacr 5ul2vEy, CNECC INCEFASE /N QUAWFF QL/E TO TN/S DEVELOPHENr CEPOQE. - 12&0/43500 = 0,03 Ar-, GRAVEL AUtck/ X 0.60 /OY001435(o0 = 0,IS Ar, 670AcS v 0.Z.5, �. BELORi) � �• j! AFTE2 3305143540 = 0•07 4c tAWNS X D.2S 615 ;143S6,0 - 0,[q /V,-- PAdT 4 &X),r )t 0.9u G IAFIEQ) = 0, 73 1 AIFF f)u F To Y5E to ye 510QM /2ENrON - 5FAME 1DF kajNDIN(, ) 10 HIIN rc - - CON, ECYATIVE I - /, G'/He © BEFou = (0, UY, 30 l4) = 0,13 L F.S Q (Arvae)= (O,?1,)6 •-13)( l-b) = 0, 5u CFS D - 0.17 C P.S = 1.27 [7A(_ jS6C 0 7G cAi,/ha (IMaftl E) V6,e it SMALG /nKBFA SE. S 4- --�_�0 TH t ST / I ATE i LLLIII"' � I�=100�� .\,3- -- 5 - -�►-� -.►ice x�-91 ST-�-x-- ST. yT TTT I � C D12A iJ E 3ASI N 60�hiD (41 F x CD t 00 j N 3 �Y rw S E \ 91 ST PL. a— 183 c C5 c - cu Ea r+l•' x— x �� l i I I.IBR [3 �'I / Q si TPI, some cl O � - -r------S.E. 92 ND � ST. 1 I l 2 C$ 9ZN Cu ERt' I t AToTA.= AG o Q p b ,o !POD ° o'❑ o I fill z l l �' ❑ I g x ,—j I ST- - -- - I ��6_ �� - � S_E. 93 AD ST � � �. 24 1�� L Cis—=—y N ❑ - n d" N i 4'N I ►. �� O i I " �- x o x x � x "—t'— I o r~�° ❑� Q cn— _ _� x _ 11 t r I• I ❑ ❑ ❑ a ❑C� 1 tl tLx —01 l x 154 r ❑ (o — D i 1 \ I l _' -9S ST.) S. E.5 TH ST. 'x --;: ix 19r