Loading...
HomeMy WebLinkAboutR-379901i AS BUILT SR 515 MP 6.77 f0 MP 7.24 PUGET DkiVE TG GRADY WAY KING COUNTY w�S IhLTOY ST ITE HIOHn •"r'MrH1cc10^: �Hi�iC` T ^( HIf.Hn.1YE UtOLYSIPIA n1SH —TON ME '. ERT I NCH = --FEET S('YLE H011 1ITCH C. r5' MI!E STaT10 \1 /G•<SC)IO 111ilOh 9'fi•y'+."CO.h'STRUCTEU LEhLTH c,r>Mi cr +A'•: i'NN(!MN c•.r_ nv[. (01TRICT %0 COhTR.SCTUR NEAT 10 7.5 w�iHn e....::" �• ^r^ 4" 1973 MARK COHPLETEU GE�E.sc, do FAF7 RESIUEhi Eh I-IR 1".1 N """19- >uT DIRECTOR OF HII:HnnYS n T1 INDEX INDEX (CONTINUED) r- -r RI _n 1 7 1 T I SHEET NO. -TITLE INDEX SHEET.._ SEE SHEET No VICINITY MAP 2 SUMMARY OF QUANTITIES 3 -ROADWAY SECTIONS AND DETAILS ALIGNMENT 7,8 _ROADWAY _PROFILES — 9,10 S T RU CTUR N 0 7ES 11 1 2 DRAINAGE 'L AN 13,14 DRAINAGE PROFI L ES 15,16 CHANNELIZATION —PLANS 17 18 ILLUMINATION a SIGNING PLANS is LIGHTING DETAILS 20 SIGN. SPECIFICATIONS- 21 ___SETTLEMENT_ INDICATING DEVICE TYPE A Cn� 22 SPECIAL CONCRETE HEADER _ L'i SR 515 MP 6.717 T) MP 7.22 PUGET DRIVE TO GRADY WA ? KiNf, LUJ4tl INDEX Doc A. 4 E !i i il1J 9, L� ai r r 1 I l' �1 LI r ,0 U 4� t , 5R SF", STRUCTURE- NOTES N a Z N t s z W w W W 3 W W W 'r W a, Lu Q y ,� N :� •4 2 y 0 m a W o__ w ill W ,n N a 3: 3; S v 3 i L GENERAL NOTES: V a N Ld W O Sm a• F J U V U U N�N� r N z '� !Iii t A. Use Type B OR D Coupling Banda For All The first number of OLL LL I z z f a w IJ- �_ rc� -- !_�¢ WNJ- w o. l'i I 'L u w eye rc v I W o. '` e : �` Meta! Sewer pipe 12 Inches Or Greater F- a •- 'CDDE DESIGNATIDN' Q J JJ O, y N J 4. V a W > Wa J I- 5or 0""0(IC WI w w I"' - IW- II-xtW V H V ( 1n J F a a - m I ": N i u In Diameter. f!(ef3 SO 111! Shelf > J J • n0llbef of the COntfett iQ.1 LL J LL U F a Q g J K O O• a. I. I. U Nln W W Wf, Z W F W W FW HaFW F� W y V 2 N= J��x C W W O N = ~ ¢ , V �t :� I h J W I f i 9. Type ^ cower Trench Construction To a plin9 The 3lC011d nunhlf x LL N V Y Z Q t- LL m a N W 1 W -, W W w -o'x s U Q 1(1 F ~: W O I Z x z z yl O vi F- Q W W Q C i JI z 1 7 O I Be Determined By Engineer. W V U refers to the construction V a a0 u the w Q W W ? w z Ci a QC H,_ SR c9ou_ IuQiuo z- z -I yin 1- z_ za H a rn z u J v W Q ! m 2 `. 'v W a{ A .. m m m- x F- F (letucUlifusheet W pi O y QF QL CW W W z x J� w- z O N'0 0 za Cu N W tO Lu o f7 W m Q z ti y W JO JQ W I- V W2 W W O x a¢ ,,1 �¢ Ca g'a V1G V V• VOD 'ZW2�z D:V i H a l yl {{ i� l !I I I §i `l III; III ti GI h 3 tlk.i. I I- } r U II � h Li q 1 � cis w t Iti T i I n STRUCTURE NOTES • WA•N. •< LODE DESIGRATI011 efers to the sheN nYmbet Of the conLtact lans. The second numer refers to the consl ruCtl on feature found on the particular sheet. p V x LU V > N AiJ < < J Wa W >a> 'It yap ¢ 0 �m J J �U UZ a0 N- J a WD >z O:O I m ° < V W S ~ it U m „I u W U, V O V ° ly 4 6 2 g• m W 'a z < ¢ ° W 7. � ¢ c> NJ 4 1 G x A W S F• VI N N Z W i e Q w >w Oa0`t000p �o w W Uaz2: Z_Z 0 U0, ZW a31a3a3a3 JWJw (L o a_ >'wnw r- Nl w.- W -ZW Q..a0a U a, ZW (L n w r= W U c, Z W J W (L o _W >W m W U lu U C ?W -�W cL sc !!uu f3WG = ILe W ¢ R7 V W S moo: w F i'- . H W TWO a d w N �a _In I-<o Z= �� aG F� W $ - 3 _ N W F- <_ ° N ¢ W D W J O x a w Ji H N ° < a N 3 < V N? i = 41 x tV.. a U mI V f y�l ° < ¢ O W il Q ¢ f7 IL ¢ IL W 6 i < S I 1- ¢ QC ¢ > z f� ~ ow: z - 1 '� l W O Z GENERAL NOTES A. Use Type BorD Coupling Bands For All Metal Sewer Pipe 12 Inches Or Greater In Diameter. g, Type Of Sewer Trench Construction To Ee Determined By The Engineer. CY CY. IL.F LF I L.F L.F L L.E L.F LA L.F. •F p O O " O �' T O O ' C'Y REMARKS CDDE DESIG NM ION STATION CY C.Y CY C.Y. f / f . 1 -19, Solid-MACover, -- I I -2 41 +90 Lt. +?l sae et.a _Iem +oat _.� sit i 5 f +oz __ ._. .__ -- -. 1 _ f 3 1 414 +10 Rt 14+35 LL_ —.. 119 1, no h.+ 2 <e.s a.'s I .:yzr.T s,< s+ sl B S 1 n591 , ;i OH, L .31)7. KS '�' _ a•: �� .T b 5 a 9znq.4 I 1 - }__ t C_C LtL 2,ff _ 1 1 1 1-5 ...._ S.D. to new .. - Gp11RrJ RR10 �a�de .. -- - � -- �- 15+ 54 10 417 +75 L}.. +s+ 1Q 415 +sp Lt. 15_ +sa I -f4 I I II- X:d 1a.a _ ._.._ Ids _ - _ �3! 15.5 _. _... +- 21 _. _.. .. `` 1 1 - II- 21 +50 417 r OO 4181+00 Lt. -- at ... s.X OH 1!. o. a- a -e ._ . ___. ...... 1 f _ - ml.e __. . -.- — +-• 9 -- .. ._... -- .. +- - — _ _.. - _ _... s4eo a r — - --'- -- �etall fM Rheet.NO. a _._ _.. 1 1 -221418 II-23 I I - + 0 Q 917,1+ <t 18 +00 Rt. + 42t +15 R t +15 1 t "_ - .' - - - - #t— - -- _ - __ S 3 i - - _. _ - - -__ -_ LO 1.< b,e +.. .. _. __ 1. . _ .` _ _ �.., xn .aa �� -27 11-28 L • t2 42Q+ IG�t.. 19+85 - Rill a�Ylesr�ereWWw•F4r�a•_W_ Ns _....- Da' r.Y - - _ - - __ __ _ __... - L5 C9 — _ ._ 9t 28'Lf -- - - -- -;1 II- 204101t_ _ 0+io Lt. 20±Tq Lt.tG421 +I5 Rt. ll- -- --- -_ I - I ¢421 + Aft IN +1510423 L -Lt F31t IeB� ).i 4"t 5 L9,1 3$I.'1 23:'L � a 3% d 31]a 3co L:+.+ M,F, i°s H / .yf yt-.s AL 1, Acceptable alternates are Treatment 5 Steel Sewer Pipe, 0.064 inches Thick, some diameter, or Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, same diameter, 2. Acceptable alternate is Treatment 5 Aluminum Sewer Pipe, 0.060 inches Thick, same diameter. 3. Asbestos Cement, Concrete and Bituminized Fiber Underdrain Pipe Alternates unacceptable, Vitrified Clay, Concrete and Asbastos Cement Drain Pipe Alternates unacceptable. 5 Cap end of 6" Stubout with temporary device capable of being removed at a later dote with no dam-ge to pipe. f Correct e,isting 8 inch Drain Pipe to 12 inch Storm Drain SR 515 MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY RING COUNTY STRUCTURE NOTES WASXWGTON SIAM XIGNWAI COAUAlIf10N DIP <f3M T Of WIG'IWAYS OLYMPIA. WASNe1GTGN e...rt, .,�. 9 M a 1 s•Nr 9 a 2 2 -11 OR ii , 4 a; N O d 1 i 7 WW O ao� I� .I �I 1 T 23 N. R. 5 E.W. M. \ \ .....�'eA � V11KH J1. r*A%..ri.._; I� 101-1 // F+ Q, �� � ,p v acne UR (� �5 a Zip -Rap o� , ., of o'N / S. R. 515\ END OF PROJECT 5.R.515 P. 07 5TA. 433 .83 = P.O.G. 5TA. IS + Z x.35 —GRADY WAY i � I a '9 °\ Sporlol Hoedoq O v _ we9 �a.o� NoT 2oL �os \ ,z i5 a BURNETT ST. ( not o P en) MIL. CITY Of RENTJN .- - -- — I I - -_------------ - - - - -- \\ I 2L J id slam � I II L 100 0 100 200 5cnla. in Fa.et O J lo®�MM�I LEGEND SR 515 PUGET EXISTINA PRO COSto D CSLRIFTION p D M"IOLL CATCH BASIN CATCk DRAIN I'll" -„- Flac NVDa4NT r VA7" wAT MSTG0. c _. � 1 ._...� DITCH — 100 0 100 200 5cnla. in Fa.et O J lo®�MM�I 9".8,19,72 ..r..o ...•9�s1 xa.r 12 a 12"' fR 5,112 7 MP 6.77 TO MP 7.22 SR 515 PUGET DRIVE TO GRADY WAY Kma coufm p,QgiNgGE P[ QNS w.swNOD r ; 9".8,19,72 ..r..o ...•9�s1 xa.r 12 a 12"' fR 5,112 7 o. n C c n E n I II I I I I t I I I 1 I ql I I I BEGINNING OF PROJECT 5.R.515 STA. 410 +23.67 = I 5TA.10 +00 —PUGET DRIVE. I \ 9z I 1A, I I Ily% I Il�o >,m Iz I mw I� hA I } 3 I � �7'E RNETT 5T. (vacata T. 23 N. R. 5 EW. M. ° 93 I 4 IIg I j ilk � - - -_pT &T — _. •r. 19 - -405 A p Er sT mRIED\ �� 11 gT�Rrvt O0. _ _� /EXIST. O' W.5 `DR USES RESERVO R == A h 100th. Ave. S. (riot open I 1 I I I I Ji I Idl w I _ •■ �1 i °,P ; c11 1 uJ BURNETT 5T. N I W --9-1 — -- --�BT I� WAS�,NG i'JN NCTIIRG� GnS C ®)� \ q� Sta.421 +92.41 (SR.SSS)• I 3oO Stn, 10 +00(R.M— VilkH. Place) O I N to \ � �nrm>•immmrrrr�rrr I I \` SR SIS MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY RINO coum" ORA 11VA6E PLANS WAS 1NDlON Sufi N16NW11`COMMItRDN LEGEND SOG O 100 200 Dsr <nMfNf�or /.'1 Rtr I.,N SpINDld1 Eff15TIN0 PROro.to DESCRI-roN SCala. Itl F02t !' O MANNOLE .�•�,�'W .. ,._. ... ��• - - s CATC.0 BASIN DRAIN PIPE ....... �� FIRE Nr DRANT VA1NE O WATER METER DITCN AaD.B, 197.? 3R SrS/ T UL C, O 0 25 as S +ruc+ ,j oft. 11-35 422 47.3 SR 515 'MP 6.77 TO MP 7.22 PUGET DRIVE TO GRADY WAY SUNG COUNTY W-INOTON StATE M j . m . [GHWAY CW.y -SWN WAl- �l ox oaYMrENu. Dar. 8,19 9467 sNxT 1j n 2,2 — SR F, il, ,