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HomeMy WebLinkAboutTED4001805.11�~ N 0( Z V J �1 �� W O !`� t J� �� �. 2 �- N w. o �` 3 Q Q J Z-4 W �C Z o � >� �. �v �� W °CQ� �. K I oU)Q i+'vV of �� � o �� QQ03 0( V1J Q� �,, QV C �� ►. W� �QNNo W � 3 W N ac 0( `'' tl) `' 111 OC W % 14 v k �, ~ k J h OC W W N Q Q ap � o R � 4( W N Q 0( ao N O( � W^ _J W 4( E. Q >. W W v � w Z h O Q W J O V m- N ►, J 4c W LEGEND EX/ST/NG NEW �Qp� ,, �z kW ocZN.,►� o R �.�. �� O 3� ��K Wvcn �. Z2 Q2 '� �7 �W W �2ry°� `� Qk ----- S� oc I- i. �? v Q Z W �. p v W Q i. `n +�' 0(v ►� O N Q o W r" V R/GHT-ar-W4Y - 0 K OC - {� R _ * v ►: � 4J-, I.- W m ti v W ,� � r. h W ►. W'R O �9 Q Q o �' ►: J Z W W Oc '� v i; v ►� ►• O J � th a0 J F. ., 3 Z W I1� :` N W R1 ►: v1 M 4 k Z ") 4 45 V) W Ic Z * ao 3 J o v v' v ►� Z V' F, CONTOUR L /NE -�o -- - -� N W W N 1� V~1 v N N J W N N J O J �I) k W p: ,� tq li J ti* W QJ � 'V N O0( ")1: Z I 1\W W JWO W N .IO Il � Q Zti Ny- W��O �W W1l W J W Z\ >c = Q I, v t. 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Q c~n� Q Q N2Q Q U) O Q Q 7 Q N N Q 2 Q Q 0c ,►�Z►� Q N Q ZQ Q Q e j►,� Q Q ►� k p� oc v I. N ti O � T O J� cn NQ �Z h���v� N2V hm ciZv� N��Q c~nQ h�v �a,� 0Z �Z V1 ►�O ��, W�Qo� ~2�Q��� NZv� ci W ��v c k ,-:zeoNtQcOZ CATCH BA5/N ❑ ■ NW �. \r N v !� N Q cn ul t. N N ac V V N i ` I ` TC.=�8 1 d= ,48y o N R/W g i R = 55 can d = 88° /Z'' ti J 40 � 40' R/ry 40' °0 k- O L = 87. 53 , 3 R= 5 N , I< 0.5' VAR/E5 ZZ' feI VAR/ES i W v IW. T.c.= L = 85.2G' >c .I O , _ , 0 7 EX/5T. ROAD EX/5T. ROAO 0 7 v U Q T= 5(0. /4 Vi W W V ' Z /SLOPE (TrP) 6' VAR/ES VAR/E5 t9 Z h 16- T = 53.88 * Z3 � � Q I o' - 7' ZZ' - Z9' , 3 W � 3 Q W _ __ , 7- 90 W „ 2 u, W W Z: / SLOPE W W U I, -- � 4- - _ -� ~ O O EXIST. CURB �' EX/5T/NG - J W J V � h Q~ Z ------ GUTTER (TYP. 11- I: O oc �} W /8' /8, Z v � � r• - 7_ ) GROUND eo �-- f p'Y Z % ' N �. �10. J lU Q N STA. l9f 08.88 ^' L /ND AVE. S.W = ep J W 3 Z-° i - - - -- - - \ T-` • T.C. = /7.91� W O O . o / -�- N Q N >, N 2 , , Q Z oO 3 STA. /Ot00 00 S.W. 2/ 5t. ST. � N v ~i v �p W � \ ° • s•e M � I(j V N J a , F: J • � ti W __ J 4'1 CEMENT CONCRETE '°tY:'. o: +- N 1� + Z)' '* 1 ,5 MATCH EX/ST. SLOPE W �' W ") W �O O k O °� `� 510EWALK PER C/TY 5TD. ° �' ' ' ' ° Z N_J� N O N I J� 0 0 V) V v O ac '3 W `) uJ - + v) V 3 M/N. COMPACTED DEPTH CL. B A5PHAL.T CONC. PAVMT (rYP.) �- N N Q �I N Z % IS N Z - � p ao k to 44( O � Q ` � � O 4' MIN. COMPACTED DEPTH ASPHALT TREATED BA5E (TYP) ►- 4" CEMENT CONCRETE SIDEWALK PER C/rY 5TD. a Q iU t0 v O = W t� . CEMENT CONC. G'URB N N � k W ' °o ' O - O Q Q O GUTTE2 PER CITY STD. (TYP.) 4° M/N. COMPACTED DEPTH CRUSHED SURFACE BASE COURSE (rr�) Q � h � � ti R UJ - � - � Q N Q O-, O � ~ , Q v Q Q t(1 R 24" M/A/. COIMPACTE� DEPTH NAT/VE MATE-e/aL REMOVED AAJD REPt4CED TO 9.5% DeA451ry /N V j W COMPACTED SUBGRADE / GRAVEL BORROW, AS REQ'D. U N OC W q)' k� � j : � � Q) oI- � �' N � ;h c) � 1 c j Z ,3 � 8) COMRAcTEo 544509AoE CiRAV-cL 8ORROW� A5 •eEQ'D (7YP.) lz" r14x . UFTs - (7 yP.) SIDEWALK DETAIL Q i � " T YP/GAL ROAD {RYA Y SECT/D/Y NOT TO 5C L N V Q k NOT TO 5CALE ................. .... ......................_......._....................................................................................................................................................................................................................._............................................-- ................ ................. -. ............................ _........................ ...............-................................_.........._........................_..... _ ....................... _ .................. ....:. ......... : ......... ....:. ......... +. ........: ...... ......... f ......... ......... .... ......... :: 0 D / .... 00.:... .. .....00. ......... D . ......... ........ . . P2 .0 :.. :Z .. iDQ : .. # %8` Di0 : ....... .... %6 .. . 25 0�0 .... 2 23 O.Q : OQ / 0.0 ..... . l� 00 . ... l4 t0 ........ ; ... ..... ......... ......... ......... ......... ......... ......... ........ ......... 9 7 ..... I , l .�3......... /7 7.9...........7. 4 .:... %8 .. € .....: /B: 3A .......:18 59.:...... ......... ......... ' ......... .... ......... ......... ......... ....... ......... F M TOP OF: SIDEWA T 1 FRONT TOP OF .S/D.EWALK: ELEK RZ /B t9.: l7. 4 . /7 9 7 (03 7 / Q I9 ROT L ELEV R . . . . : . _...........................:.......................................:...............................................................................:....................._................:..._..................................................._...................:.......................................:.................................._...:.......................................:.......................................:....................................._:.......................................:.......................................:............................. 1 TOP OF CURB ELEV. Rf : LT.: :: ::::::: ......... .. I7. 7� /.7..7/. ......../T B3 ... /7.99 :.... ..: /8: /.9:.. ..... %8.39 : /8:59........ %8. 78 : : ......... ..... I8.T8 ` :/i9 5.9........ /8.39 :.... ... /B. /!9:.. ..... ib Gb ... 1.7 85. ; 17. T3 ...... TOP OF CU.gB ELEV. R* LT. ... .... ......... ......... �i�T ONGY) RT 0l1'�.Y} . k o .. ......... ......... ......... ......... ......... ......... ... (5 Foe7'' siATrOIUS Typ1Ut[:) � h (5a FabT S7ONS 7YP41) ...... ...... ....... ......... ........ ........ i.. h .... ........ ..... ......... �. ^ .. ... .... ......... ......... ......... ......... ......... .. ...... ........ Li n �: ...... .... .... ....... . N. a. N x. N ........ ........ ........ ........ ......... ........ ........ .... ...... ........ ........ ........ ......... ........ .... .... ........ ........ ......... N N a0 :�? 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El 1....... ........ ........ ......... ......... ........ ........ ........ ........ , Q I ;II . , t :Q c[: € ST Qn Ili +�00 �.� h'octU OCR ,m.� �m �W :�s0 O(W: . a4 .. 4i . /�I. ........ ........ .... .... ... ..... G O V �? � to V rV � ,. � U V `t' (t) Cn U Vi• �' � V `' 1 Q) � � ' : �O :...... . • . ....... ........ ........ ........ ........ ........_ .... ........ ........ ........ .. .. ..... . . :- . 4- �... ........ ........ .. .. ........ ......... ...... - - ...... ........ ........ ........ ........ .... .� ... ... . .... . -- r ,-� - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --t .� . . . . ........ ... ... .... .... . . ....... ........ ........ .. ... ........ .... .... ........ .. ........ .... ........ ........ .... .. I. .. ..... ......... .... .. ...... .. .... .... ......... ......... : .. ..... ..,� :............. II.:.. �:�:................... ......... ......... �. i 4.. S. S.: FORCE : INA/N ..... ......... . . s_�_ _ ___- -- I __ . �.�. __ ____-_-- --_------.._`.� ._. _.................................................................................................................. ....... ............. . ; m __ _ r..... r........ �.. ..............._ . __ �-r--------------- I�_ _.._.. ___�._.._._.._..__ _- �...:.�:. . ............. - _ _ _ -- ----- - . �� �-. _ --- _ _-- ���--------:---_ --r-._ _ _-.--____------- --- .... - -•. �. .... ....:... -t _ _ _ ___ : -------�---- ' ----- ------=�--- .. 24 . D./...WATER .MA//Y.. -__ _-_- ------ -� -L -'------- ---- _ ---- --- - - - - rI__ ----- --- - ----- ---- - - -- - --- -- -- - _ . . . . ----- ---- - . - - -- --- ---- -- ------ ------ - --- -- -��-....... -- ...... f------ ---- - . +-...-.... -. -- .. ---.. t T.. �11 /,�._._. � . I� ........ ........ ........ ........ II E /: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t. i i 1 i 11 V' ...:........._......�+ _-___..._�......... ......... II. .... _ ... _.----_-�,.,/ ..... ��- -t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - r.T� . . r. -r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /0 I I .�- . . . . . ....................................................................................................................... ........ �......... _............ _.................... _............ ........ ................................................................................................................................................ .... ....................... _� _........:....:.:. . ..................:... ......�......... ...... ...... : : : t1- �� ___ ......... ...... ......... ......... .. .. ......... ...... ......... ......... ....... ......... ..... ......... ......... ...... ...... ....... ..... . ...... ----,,--_ ... ...... ......... ......... ......... ......... ......... .... .. .... ......... ......... ...... ......... ......... ......... ........ ....... ....... -.. __ _-�___ .-----a�_� �._i....-_-___...... ......... ......... ......... ........ ... . ..... .Fo aP ovq� ....... . . . �-- . �r-�-_yam_+�i--rr��__4--i .... --___� _ ......... ..... .. .... ......... 8 . SAN.: SEWER . ...... ' ' I .... .. ..... - -�- �- _-.�_ ........ ....... . -;-� - _----�_ - ______ ......... ........ .... ......... ..__-1 _ ... ......... --,�_ _�.J --:- ---_�_ ......... _-- . . FN RA NOTES - L . . 6. E L - --- . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --.•_ __-,_- ": . . . - . . �_ . . - _ __ _ ------ € . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ---}-- - . . . . 5 AlT r4ial and w rkmaesht shaTl conftorm to the standards and �r I "�`---- : I, __ maae... o --- ........5.. .. P .. ....... .......... .................... .......... ................................................................._........ ............................... ................ ......._..........................._......... ........................ ............................... ......... ............ ...... ...................... .................. ............................ ................................................. . ...... ... ... .,..,. .... - . s ectftcattons of the Ct of Renton and the 1984 Stand rd . . . . . t!?. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p tY . �? d r u t t r t• 1 n 1 t h e .. i• • l e � i i e' 0 't e s •h � •s a . . . . . 5 . Un e . rn itd ut. 1 t se v ce . t es .includin .but. not . tm ted.to, 10.. 1` e . orrtractor. s .so . 1 . res ons bl . r . h .mean , .mEt od nd . . .. . 16.. Catc ` Basins, :Inlets and: urates. . . . . Specifications for Road,'Bridge, and Municipal Construction by WSDOT 9 Y 9 Y P �• h •rC• . . . . . a f f f w rk r nd bli n : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .�..�Q . . sanitary 'sewer, gas, water, drains, a ectrici•ty, telephajne; TV cable, sequence•of•constructibn and or the•Sza sty o o e s a pu c o . N• Z, and APWA Washington State Chapter. It is the responsibility of the V, k; �: c c r►r t o ai e of t s d e s. s o c n. . s J 0( and culverts shall be maintained; relocated; rerouted,'removed or' the coristrvction site.: �) A.' :AIT catch basl is shall be T e 1 per Standard Tah B=I. t�1 on rat . p bt n co.pi s he a ooum nt . In ca e f . o .. l , .......... U1 . ..... ........ ... . Yh .. . p .. ..... ......... .. . restored the Contractor wi h •he l s ss'bl i t� rfo rence wi 'h O' _ tt} J k. �Y. t G fd t .P9 . l . e . ►l e . � . . C . . . . . . . . . :A : 'n. 6 4 . . . . the stastdards and spectf.cations of the City of Renton (hall be used. O :� B. ]1 cancrete irileT<s.shdll be. per standard.pla a. / v 0( O 7..w( . . . . . . . . . . . o h. r. h.l. Q . . . . . . . 1 OC . . . such .services.. .1.1. A11 .existing curbs,. landscaping.and paveme t w tch are .to . amain. s a . . . . fJ. . . . . . . . C•. - `:.All rates shall be er standard plan B-Ca. . . I - : ,-r v�� . fi . 9 P 4C . .........<i. ...... ........ :Da 2. Datum i the Cit of Ren on. BM No. 104U Elevation T8 42 to 'of' N N be.resiored to original condition as approved by the Qngineer or •ap•op V ` v > . Y t , ,.P. to ...... ......... ....... ....... ... ....... .... O N : Tne ri ht€ is reserved b :owners bf litlTities and franchtses to enter Owner'. The contractor: i-s rres onsible ;for dams a to apy existing 4 N N N� .O _ T �....... Y.. .....9................. _...... ............................... ................. chis-ele.d s re at south ast corner of juminaire cnncrete base on ...s'............... ....... ............................i................................................... ...:... P.......... .......... ._......S.tar. `...S .i...Ri ._........................................................................................................................................ ....................... . ......... .............................. .......................................................... ................. q� t O 7 ; ....... lrl et�e ,ae `... i, ... ... . . : . an . street o rt t-'f-w r. a t.1or. .the. ur f. i"actl'ities: caused.b his: o eration5.. i... t.. ' westside �f Lind Avenue opproximetely station 24+15. B8 Ae. 1041, Q'N 2. Y : * r ad, gh .a ay,. o e semen p pose o Y P 2. . . . . . . . . . . :.`� . maintaini: their ro ert and -for Inakin necessar re air or 1 D,a • • t- - . E1evattart 18.32, to of thtseled 5 uare at southwest corner of O g P P y 9 Y P O N +' ;.:. p q O �. ;A1T 8 diameter: storm drain ca�.ayance pipe io be helical -_.: m -t ?j/.t, t('i ad ustments caused b the contractor's o erat�ons. The :corrtrattor 12: A precdnstruction conference and twentiy-four hour notice will be N N O luminaire concrete base i roximatel 7 fee n rth of Aar beast J Y P 6 r l + �9 pp y t o t N .` . . . . . . � . . . . . . cor.rugated. metal: pipe,. 1 . gauge: aluminum. o . ga. vanized steel... . . . . . . . . . . N shalT hold 'the owner narMlesS of an costs o inc rr d. re uired'p'rio'r'to starif-n' 'new construction. �'N M corner of Lind Avenue and 19th Street intersection. . . . . . . .N . �. . . . . . . . . . . . . . Y S . U . 9 . 9 . . . Z'Q . 1 • . . . . . . . :Sr ?1 i e shall be as halt c dated (treatmen • -1 or better .. O e}� . . . . . . . . : t; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � !;. . . . . . . .p. . . . . . . . P . . . . d . . . �. . . . . . t . . . . . . ). . . . . . �. . . . 5 0 5 I© II 11: 11 , II ~ II. . N . . . U1. !I 7. A co of tftis len must 1be on -site when ver constructi `n is in 13: No fin'1 cr�t or enlbankilent sl a shawl exceed ?.:1 N. 3. Caution =extreme hazard -overhead electrical service tines are not tit PY P t a oQ R -_: . . : 8.. • I:i. i in . l .b• er. an•ar• • lamb-i1.: A•l. re h.b :kf i'.l . . . . . . . . . . t,,.� .ul . L A pipe tedd g steal e p st d d p l t nc ac I I` ui VERTICAL SCALE IN FEET L' pro ress. fhorizcinta•l:ver.,cai . lax �U' k . .shown on the drawin s. The contractor is res-ons.ible for determinin . . . . . . 9. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W : € « . . . . . . . . . . . . . . . . . . . 9 9 N W N w ` shawl be compacted �o minimum 95 density per ASTR D-155.-70-. W .. _ _ _. .......................................................................................................................................................................... .......................... ........ ........... ........... .... ................. ... ...... .. ................... ...................... the extent of an haz rd created •b over!head electrttal wer rn all .... ....... Y y Po 1... :...... areas and shall folTow ptocedLres durtn construction as required by 8. Ii 6ha11 be the responsthtltty of the contractor to obtain street use 1.4. Al.l_ear'thwork. under.payi.ng shall be celnpacted to m.inihum 95% density; . . . . . . �I 6 401 . . . . . . . . . . . . 19.. AdjuIt. existin . manho.le :l id: to. final. ,;ra -. required taw and re ul tion. Pribr to construction he c tr c or sh ll m t and -any other related permits prior to aey construction in 'city' per AST•'M D-15-57-70 {modi•fied Proctor), 9 ga ,t on at a ee ....... ........ ....... ...... .... ....... ...... .... ... ........ ..... ........ ......... right-of-'eay with uti 1'i ty owners , determine the extent of hazard, determine ; • T - s r HORIZONTAL SCALE IN BEET 0: '- .ca.ton'of �ezist4n--luminaire- fo' 1i'sI>q'b' '1'ite sta' r l r i r it . . . . . . . . . . . . . . . . . . . . 15. Al:l disturbed surfaces: shal.l.be.seeded unless other . . . . 9. . . . . . . : �. . . Y. . . . . . emedra measures and take whatever p ecaut ons that may 'be equ ed 1 9. The eontractor shall provide and maintaiP temporary faci:lities for landscaping/erosion control measures are employed. Grass seeding -will • • • . el.ectlr.ca] .contractor.. . ......... ... .. _f * sedimentation to ensure f{hat sediment=laden water does riot enter the be' done using an approved type hydroseeded or as othejwise approved by 21. Pdvement Markin s shall conform to the latest edition of the: Manual on Uni orm Traffic 4. dents tca.tor., location, �arY,ing and resportsibil.i .y for .underground . . . . . . . . . . . .9. . o ra ae w di h Ci ofRet G s sd a b sbs itte frh roeei I -5 faci 1 ities or utilities re overned b :the rovisions f RCW 19.122. st rm d . in g . system or . ater bo . es.. . . . . . . . t e . . t`iY. . o Av. Cd 5 . o . m Y . e : u . t . u . d . o yd . 5 . d ng.. : . . Contrb . Qeviices, unless otheryr se anted: Arrow: Symbols shall be Der : STD.:P AN . H c. A 9 Y; P 0 _........... ................ __ ... ............. _ ............. __ _-....................:.......................................:..............................................................................1...........................................................:.............................................................................:..................................:....................................1.......................................:........................................................................................................................................................................................................................................................................................................... ......................... .............____ 1 ___� ....... ...... Iota, 8( PROVED - DATE SHEET: JOB No. DESIGNED: PROJECT ENGINEER: � S O U T H G AT E O F F I C E 5003 -1000 - 03 B. A. B• _ _ B. A. B._ . . ,r�'" , N. o�N •+ r'.,, , �,/`* P L A Z A SCALE DRAWN BY: APPROVED BY: ,.,(, HORIZ. I" = 40' C.L.K. / ��>,r7 • - ' • ' ' • 26 i 5 Fourth Avenue ' r, , _ Cr . Sc �_ Renton �4t�NE� MAC 2 8A03 Washington VERT. I" = 5' - Fourth 81 Vine Bui Iding :� A, ,,. (" -e, CHECKED BY: DATE: 0$ "**rr" '... �` vyzis Commercial Brokerage LINO AVENUE S. W. 9-25-86 0 Seattle, Wash., 98121 0t.,,k %t+ .. Development Company sHT � o � No DATE BY �� .., (go M � #p REVISION M.D. o- .-000 IMPROVEMENT PLAN �' • x 1► = l