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HomeMy WebLinkAboutD-28840Crn .:r ? (L rn - U Lad 1 R tiN F M M y CONTRACTOR TO US=CAUnON x o p DURING EXCAVATION rM1y N z w:M WATER MAIN "7 M m r ll k, r �K f r < -➢ li II U m FE ,w - i�r_: ` 7TH STR��T T NE r ` 10 I 1 .r� rn � o w 0 ,on y v I 4 tCl M p z )' n m�II 10 Yr N _ `W r` 36 Q 20' 10' 0 20' 40' �"` ;•- - /..ir 0� r�}00 W Itp A- c — i 5 3 ROADWAY &STORM DRAINAGE NOTES ? r WA O1 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH r * s - — r — V lZ f� BASIN, OR STORM DRAIN MANHOLE. �- ~ 5 __ -.,- i �Y.F CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM W -` µa - e._:e� „' -- -n I 34 FAG �� C �P DRAIN PIPE WITH' FERNCO ADAPTER. MM _ 25 25 5 c -_- - i; • - O' f D > ' %�_ ^° 1 ACTOR SHALL CUT AND CONNECT: EXISTING STORM` DRAIN PIPE T0' 33400 ��_ _I r� G' y , l d !e 4 13 18 Y,_ O NEW TGATCH'' BASIN: 00' -� NT CONCRETE PLUG IN UPSTREAM S J -... ti G -- ____ ----. 1 S� , ; 7 � � CONTRACTOR LL INSTALL PERMANENT N =.- - - - -_ i -=• 5 _: - I - r 15 it 4 , O END OF EXISTING STORM DRAIN PIPE. L L _ M 12 b 5; c— v 4 � -- ---- -- -- " ` = -"` - ' i � # l 18 t' '� CONFLICT. .CONTRACTOR TO USE. °E7NAFOAM" -` �- I y i- s Y C 18 13 `I 4 O CAUTION: POTENTIAL UTILITY C a �, PAD AS SEPARATION BETWEEN i� 17 N 6 CONTRACTOR SHALL R HAUL EXISTING DRAIN' PIPE. F D 1 E (N 8 : Ct.• s r_� _- -_ _ 17 ,,, PI O NDORMSCATCH BAS N¶ OR MANHOLE IN PLACE. W = — 41 ONTRACTOR SHALL POTHOLE TO VERIFY'T)EPTH AND LOCATION OF EXISTING: Z '.'; - 15 13 1$ i i CONTRACTOR SHALL, IIF ITHE WATERLINE CONFLICTS WITH THE INSTALLATION OF nt$ I \ F 15 WATER LINE HALL BE RELOCATED PER, THE CITY v 9 13 15 7 13 THE CATCH BASIN,I THE WATER LINE S SPECIFlCATIONS. cr -- j " �=• �'`•. �. � i ' w 9.. CONTRACTOR SHALL. REMOVE, . PROTECT, AND RELOCATE EXISTING'. k o N 0 ti { � LANDSCAPING BLOCK :WALL AND /OR ROCKERY. COORDINATE WITH A PROPERTY OWNERS io _ c r of c M 07 10 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK' AND /OR CURB, n + t + AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL M o M, n n p ;rmj CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK' IN KIND: r m ~ y _ z ¢ O ANY TO ADJUST GAS VALVES A z z Q, m LF¢ x m 11 CONTRACTOR SHALL ADJUST EXISTING CITY- OWNED`:MANHOLE, CATCH BASIN; J U r, u U -U) VALVE BOX',: CLEANOUT, MONUMENT CASE. FRAME TO GRADE. UTILITY COMP- ND /OR TELEPHONE MANHOLES. CONTRACTOR' --- - - -- AND INSTALL CEMENT CONCRETE APPROACH: ... -. -- -. - -- CB 45:r CB NO:`46 : - 12 CONTRACTOR SHALL FURNISH . . . - E SrJ ..' ? X32. LF 12 °' DI STORM _PIPE $ 8.100 - SHEETS 24 & 27. "STORM PIPE ;5 =0:035. - : :.. - CB 43 - _... -... - - -- ... . :.. IN - - -- :5 ._ :' - - - - - . c: : :: , :. - - 13 SAWCUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED ANGEL ... - - - NO. 44 PAVEMENT AND ` +.;R- " I: _ ..:- - - - 45 O THE FIELD BY THE ENGINEER: WASTEHAUL EXISTING PAVE / __ - - REPLACE DRIVEWAY' IN KIND. 345 = :... 330 - -- - _.. ..:. ..... ... .._ .._ .._ --- CB IS EkIST1NG 30 �n 340 - _ 3� _ s = - - - ..... -CB 45 .. : :.: -F_6 v _ w 14 CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK' AND /OR CURB, i .... ..>. - _ -I... .... : I GP£P ONTRACTOR'TO': INSTALL :- - - CHANGE IE i. a....... -: -:. 32 -F. 12 e'L. AN - --- _. 1 :: CEMENT CONCRETE ONCRETE VERTICAL CURB CND REPLACE SIDEWALK IN KIND: .. ... .... ... ...... - - -- — _ ... r: I A EN CT, t2 _ CPE F STORM PIP€ S- .... .. . 340 CT EXISTING HYDRANT, SIGN, WALL, FENCE, 340 = :..: ' :: : ' : :.. ' ::.. : _ :..... - - :.. ND R :GAS, 1F NEE ED --- - - -- - - - - - - -. - - -- LANDSCAPING DURING CONSTRUCTION. :. --- - --- -- - - - -- -- -- - -- - - .... ND .......... ...... ....... ... - - - -- - .. .. . 15 AND /ORC .... ---- .... _r _ 16 VACANT. ' qis O .... -- . ---- - --- .... - - - Y }ti X - 0 ` --- R SHALL PRO .. -- - ...:_....... 5 4 t i -- EXISTING N - '.. r - :-L,: : :.. .. ... -:.. / /jZr..I: ::.. 17 ,CONTRACTOR SHALL 'REMOVE. PROTECT. AND REINSTALL EXISTI FENCE. .:.: .- ---t�/ ! f..; -.._ -- 1 335: ..... .. _ w. .. __ it Q 037 i; , HA TING 335 _ . - :: - ' ' ' ':' ' - ' . - - ' - - - - - - - - - - -- - - :- - :.... - r / /,. $-- --- 18 (CONTRACTOR SHALL REMOVE AND WASTE UL EXISTING SIDEWALK., ...... ....... " ...... __ ��r ,4; PIPE _ O P - - - ' / o ....: : ' ::: r � 1%�4 . ¢• GP.EP_ S? I ND /OR 'CURB. ..._. -... -- ----.. - •r..... - �ORM .._ .�- y---'` 19 VEMENT "A rA _ CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE TRANSITION " " WITH CEMENT CONCRETE CURB E SECTIONS. SEE DETAIL ET ... .,... .. , ... . i �,� z` . �,?�s - - . ... y-"".�- - - - .. O SECTION _0.037' ..: } j ... - -- 27. ND S SHE 330 - .: .. - : :..., .. r PIPE i —` ---- ... ..... _ ....... .. ... ... :...... _.. ` p ^STORM SHALL REMOVE, PRO _ CONTRACTOR PROTECT, AND RELOCATE EXISTING SIGN. A k _ Z - _ 0 _. _. :. :. _ ... .... .... ..., \. +.�, .. .. . ::_95 l F:: - R ©p -0T A 4 --� C x ,Y _ ' ..... - 21 CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND /0 __ ... .. cR4 A - E148 LF: - 24 . .. ..... :' - ... S70RM: PIPE S =0:024 CROSSWALK MARKINGS_ ----- " - - - - - - - : _ — " ::: :.... :. - - - - .. 325 2© CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER :_ .: 325 -- .: :... - ... i' ..: i :.. ' : ::.: ' WPB: D_033 . ' ..... .. - - - .. ::.:... -.. _. - - - - :.- - - :.:.._ . . :... .... ... ............... CITY OF RENTON STANDARD PLAN N0. 005.1 aT . ...._ . .......... ..._ - -..........:_- . .:. _.... ... _ ....... xl" PEP :.: - . -24: C : ; ....... ..., ._ - -... ..:.. ... ... ... .... - - - - HALL FURNISH AND INSTALL 4- INCHES COMPACTED' DEPTH 206 LF, y ._ .. ..... ... - ©3 CO -. _: :... g ^.. _- .-..... BARK MULCH. S NST .... .. CH. .... _ :: ..... ; .. - - : - - - - - - :. - - .. .. - - - - - - i" ; 4 CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION r , _s__ :. "....- .... :.. .... ... ... ..... - -- .. © SECTION WITH CEMENT CONCRETE' CURB'END SECTIONS: 320 :r , _ _:__ . r .:.. - - -- _.. 320 ..... ........ .......: _.. .. _ .... ..............._.......- ....... ; >..,- _�.. = " =- .....- ":I.:- .... -- ......-- ........- ........... -- - - -- _ . - tz S'i 3'3 'C CiI " +>> C < :' - - - ' 25 CONTRACTOR SHALL CONNECT SANITARY SIDE SEWER TO EXISTING TRUNK ... z TO TEL t c - .. .. PER CITY SPECIFICATIONS: .. .. ; .. .... .... .. ... - -- . ... . ' - - - E SANITARY SIDE SEWER MANHOLE :.. ...... .. .. - .. 315 ;. 26 REMOVE IN APPROXIMATE CONTRACTOR SHALL POTHOLE 15 ..:. ... .... - -- - - - - - - -- - - ... ..... j l J ........ O7 LOCATION OF EXISTING DRAIN CT 3 _ ...... _.. :... ... ... .... .. ... _ TO FY LOCATION. fFNISHED GRADE - �FLOWLINE RiG1'IT- F ....:rte .....: .... :..., .... .I... .. - •'OD........ ; . .. r ... ..... :.... .... .:O. .. . ... .{ .� ... ':.M .. ol. ;. .. MM M ;M..: ..... ... .. 310 D m2,8840C 310 - - -- 32+00 33 +00 00 Li 34 +00 w 3 35+ i a Z 36+001 sIGN ewNs o_ 0- EL a a ^I' a ,;�.. ` 1 m w w z.., ORIGINAL SIGNET DED FOR APPROVAL LLI w w EL a0' ,: 1 a a' a_ REGOMMENURES O D 4. 8/30/01 I ;.. Q 0_ R [L 1 U U':I�: Ui ',, r (1 `�-' U U gy. Gar Schimek„ m : L GL a .4.. U U.(U: .i 1 t G. N F _ OI gr 1 (Ronald Straka Datie: 8/30/01`1 N.d' et N I t1 N: By': Dale'18 30 01:.1 1 F.. a' - 4 :Bob1 Mahn D:•' ad- 4:=N. N N L I GU'..._ ._ w. O N N �: /O /21L /O /I w p N N: w. O LL7 n By Iiaa 6iiv Date: 1 I I I am I II 11 11: T M ` MOOII rn .p r: [� NI M N06 n M 0 0 0 N_ MOO N 's: I- a m MO 0 1. L °'. v ^ In In:O fA 4!; S - + 1114 4.,[l� . 0 4 + II :n b.0 14 + II O 0. . of r r- u� M M M: • 4, ! ;d M'. NN:N •:4 N,N'. N r7 M J M M M ... : rM J M M:'. M: O JMM'M I� uJ W:. M O, O Iw 1 Z 1 CALE: 0 INCHES AT FULL 'SCALE m n II n mat �ww'I �r n n n Tw III III II ._ Um �--- 1 SW�O 2% -121gg I ~ - 1: ; `` -; m ~ w w w IF (NOT. SCALE ACCJRDINGLY 1 I ' i SGI r imr� L, 4 Ildl II '1 ,I 11 44�� � I �Ir Ili 1 1 1 I r Y IyI 1�1i pr dr 1 1 1 i' o w m p{ 0 0 \f o I L N� Z �N Z ory W Z� Z zz (O of N. C6 >: o a ±5 °w > ZZ Y O 3 U 0= O O 0 U Q re 'mP,a M NQ¢ �xw oza W z z o �. W z Zx gn o FOW .Wa toi Wd Z W OH It OO do 2Z p O Z az Z Q 4c L a =C) z FH Lu T.' I SHEET: 11 OF. 32. )B NO.: 00716