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HomeMy WebLinkAboutD-28840Bi.A, gq,I In 'I L , 00,01 S I Yll FRI o ' 20' 10' 0 20' 40' > • Lo 0 U) cn C4 uj rn 7P 7 + 7� 0 Ld uj co — Ld If m N i UJI OD W C, O c; 10 z Ld mcn U., CONTRACTOR TO USE CAUTION1 DURING EXCAVATION OVER t, Z) z Er CONTRACTOR TO USE CAUTION J Im DURING EXCAVATION OVER WATER MAIN WATER MAIN W uj 10 .71 3 1 5 8 ROADWAY & STORM DRAINAGE NOTES U) REET __ - 7THjSTF 77—,� � �,' 5 CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING INLET, CATCH MANHOLE. NE __ 1__-r 7 I tp vfi_ BASIN, OR STORM' DRAIN CONTRACTOR SHALL CONNECT EXISTING DRAINAGE PIPE TO NEW STORM 30 D 4 13 DRAIN PIPE WITH FERNCO ADAPTER. CONTRACTOR SHALL CUT AND CONNECT EXISTING STORM DRAIN PIPE TO 0- a: C4 cli o C0 NEW CATCH BASIN. c + CONTRACTOR SHALL INSTALL PERMANENT CONCRETE PLUG IN UPSTREAM + 19 x END OF EXISTING STORM 1 DRAIN: PIPE. cj uj Er 12 CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR TO USE "ETHAFOAM" 1 19 5 PAD A S S EPARATION BETWEEN UTILITIES. 0 1� G. ct_ CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING STORM DRAIN PIPE. CUD) G- 13 0 CONTRACTOR SHALL ABANDON STORM CATCH BASIN OR MANHOLE IN PLACE. C3 a_ a- Q. < Z I 7 EXIST. SAN. SEWER MANHOLE AND CONTRACTOR SHALL POTHOLE TO VERIFY DEPTH: AND LOCATION OF EXISTING E CONFLICTS WITH INSTALLATION' OF WATER LINE. IF THE WATER LINE; t 18 13 13 7 -C Lj REM6VE CONNECT E)kIST_ 8" SAN- SEWER LINE TO, EXIST. 31+37, 11' RT USING' 8" PVC D THE CATCH BASIN, THE WATER LINE SHALL BE, RELOCATE PER THE CITY SPECIFICATIONS. o. 5 13 w MANHOLE At STA. PIPE. SANI� SEWER PI � AND RELOCATE: EXISTING 15 18 15 - F- COUPLING� MD 8" PVC MANHOLE TO BE PROVIDED � WITH MA CONTRACTOR SHALL REMOVE, PROTECT, I -K WALL, AND/OR ROCKERY. COORDINATE WITH rn m 1 In, � p CONNECTION KOR-N-SEAL OT. INSTALL NEW, CHANNEL IN LANDSCAPING, BLOC PROPERTY OWNERS. C.) 0 Z ps 00 EXIST_ ONTRACTOR'SHALL NEAT LINE SAWCUT EXISTING� SIDEWALK A c ND/OR CURB, CONCRETE. CONTRACTOR TO INSTALL 2 U) 5 po q-, + AND � REMOVE AND WASTEHAUL CEMENT CONCRETE ROLLED CURB AND REPLACE SIDEWALK IN KIND. Z U, U) + + if 0�, 0) C5 z cs 0 z m 11 11 CONTRACTOR SHALL ADJUST EXISTING CITY-OWNED MANHOLE, CATCH BASIN, U) 0 In VALVE BOX, CLEANOUT, MONUMENT CASE FRAME TO GRADE. UTILITY COMP 0 In u-, ANY TO I ADJUST GAS VALVES AND/OR TELEPHONE MANHOLES. CONTRACTOR TO COORDINATE. z CONTRACTOR SHALL FURNISH AND INSTALL CEMENT CONCRETE APPROACH. SEE DETAIL SHEETS 24 & 27. ...... B -NOI -------- --------- --------- ------- ---------­- f ...... ......... C :LF. 127 - S RM -PIPE-7S-- --------- ......... : ---- --- ... I :, :-� _ ::: C - ------- I * * - ----- I—* -------- ------------- ................ ........ : � : ---- -------- Z --------- .......... .................. --- ----------------- --------------- ­ ................ ......... ......... .......... --------­--------- i., .................... --------- .................. --------- ----- -- ------ --------------- .......... .. 32'LF-:. 2� .......... ......... . ...... ------------ .. ......... SAW CUT EXISTING DRIVEWAY FULL DEPTH AT LOCATION TO BE MARKED; IN L ........ -1 ------------------- CB No -.a, ......... --------- ------- . ........ ------ C E --------- ........ -- ----- ------- ---- ----- ...... ------- THE FIELD, BY THE ENGINEER. WASTEHAUL EXISTING PAVEMENT AND ................... ­ --------- : ......... ......... ------- ........... . ..... .. 3 0 L ------- ----------- ------- *,� --------- ...... ------ -------- --------------- -- - ........ 3 .......... --------- _ ------- ::- _* _. --------­---- ; -- --------------- ....... ---------- ------------------ : ------------------ ----------- ............ ...... ---------- --------- ------ --------- -------- . . .. . . .- ­r 'r - ------- :­ ... .. .................. .. .......... ------- ------- 1­ ------------- -UNQM GA7S. JF: NEEDED: : : ' ]D]EFEECT. -- --- ..... .. . -------- ------- _12- -CPEF. MPE: 330 ........... :�320 --- jE: -- ---- -- ...... ----------_------ ------------ _: _. _.­_­_­ ................. . .............. .. --------------- --------- . .:r --------- N , , ---- --- --------- :, - : :: : : : : "CHANGE-- .......... REPLACE DRIVEWAY IN KIND. IS CONTRACTOR SHALL NEAT LINE SAWCUT EXISTING SIDEWALK AND/OR CURB, AND REMOVE AND WASTEHAUL CONCRETE. CONTRACTOR TO INSTALL Bar . ........ ....... ......... ......... : ------ ------------- --- -­----------­ --- -----------------­ ----- - ................. ... ................. ....... ....... ------------ .......... ........ --------- zz- .. .............. ................... V- CEMENT CONCRETE VERTICAL CURB AND REPLACE SIDEWALKAN KIND. :5!5 W mod' iw ...... .. .... ---------- ------------ -------- G13-51 ......... ......... .....L ......... ......... ------- -- I --------- --------- - L . .............. �: ... ..... ... --- ........... .......... f. �� -------- -------- -------- 325 HYDRANT, SIGN, WALL, FENCE, CONTRACT SHALL PROTECT 0 ................... :: :CHANGE X IE . ........................... ......... ......... 325 ......... ---- --- -- ------ --------- : --------- --- ... ........ .... ... ---------------- ------ ---- 340 ......... ...... ------- : .......... --------- ----- -_-----_------ ............ ------------ -: ... : ..................................... .......... AND/OR LANDSCAPING DURING CONSTRUCTION. ............... .. ............... ....... .................................................................................... ...... ............ - ----- -- --- --- ----- --------- - ........... --------- : .................... ...... - ------- -- ------ ------- OA VACANT. -- --- ------------ --------- ................... --------------- ------- TOW. e CONTRACTOR SHALL REMOVE, PROTECT, AND REINSTALL EXISTING FENCE. L ......... : ---- ---- --- ------- ---- ----- ......... ::w:w:::'­. ---- : _P 20.4,- ............. %: 320 q� CONTRACTOR SHALL REMOVE AND WASTEHAUL EXISTING SIDEWALK, mom 320 .......... ......... ------- - - - - ..... ... ------- ......... ............... .................. ------------------ .................. -------------------------------------- ----------------_ ---_------------- ---_----------------------- .. ... :* ----------- ............. -------- .......... ......... ........ ......... ......... --------- ----_­------­---- ........ --------- -­- --- .. .... ............ ---------- - ------- --------- ---- 1 . . . . . . . . . . . . . . ; ........................... ......... ----------- VIP-. ---------- IN - - 1- -1 11 - , ...... PAVEMENT, AND/OR !CURB. CONTRACTOR SHALL FURNISH AND: INSTALL CEMENT CONCRETE TRANSITION jON ------------------------------------------ .................... --------------- `7 - ---- ----- e - - , .......... . --------- w --------- -------- - ....... -. : : : ::: 7 5. ------ SEC11ON WITH CEMENT CONCRETE CURB END SECTIONS. SEE'DETAIL'SHEET 27. ux ............. -------­----------- ---------- ...... ------ .......... -- ------- .......... --------- -------- ------- ......... ---------- 315 - _: .......... ......... ... :::: -11 ��l ---------- ------ --------- ­­- ....... -- ------- - ---------- ------ 315 ---------- ---------- ...... - _: ---------- :. . . � --- ......... -------------- __ST ............... ...... .. ........... -------- ­ ....... -------- -- ---------- OR ------ CONTRACTOR SHALL REMOVE, PROTECT, AND, RELOCATE EXISTING SIGN. Vs -----------­--- ------------ ------------- 1 ............... .................. ............... ................ ------------- ... ................. --------- --------- : --------- :­, --------- - 19 ppl ........ I- -------- A -- ---- -- ----------- --------- --------- --------------- CONTRACTOR SHALL FURNISH AND INSTALL PLASTIC STOP BAR AND/O R -- ------- ....... :­ --------- ------- . .... 105 Lff .......... ... ------- --------- ------------------- ----------- --------- CROSSWALK MARKINGS. -------- --------- ---- ................. .............. ........ .. " ........... :* : : : : : : :: 1, : :: : :: :: - :: .... . :::: : :: : :::: : :: : :: --------- ..... ----- : . I _: -------- ---------- ------ ---- - -------- t ---------------- -------------­-- I - - �: ---------- 6i) CONTRACTOR SHALL FURNISH AND INSTALL CURB RAMP 'ALTERNATE' PER m... .... 1 .11 ------- ............. ------ 310 --------------- ------ ......... ......... ... .......... --------- ...... .. �:� ------- .................... -------- ------ --- : ........ f --------- ---------- : --------- 310 --------- .................. . ............... ----------------------- ................................ CITY OF RENTON STANDARD PLAN NO. 005.1 W .................. ................................ ... ... .................. ............... .................. ............. .... ---------- 7­ .................. ................................................. ------------_---_- ... .... ...... ......... ...... ... ........ --------_- --------- : --------- CONTRACTOR SHALL FURNISH AND INSTALL 4-INCHES COMPACTED DEPTH z z ---------- ......... .................. ... ............... w ........ . ........... ....... -- ---- ------ --- -------- .................................... ........ ........ . ......... --------- --------- ---------- i .......... -- ------------------- ................... --------- ----------------------------------- BARK MULCH. Lu Z ........... ...... .................. ........ ......... ................... --- -- --- ......... i ........... -­---------_---- ; CONTRACTOR SHALL FURNISH AND INSTALL ASPHALT CONCRETE TRANSITION TO > W ........... ........ 05 L --------- ...... .......... ......... ....... 3 i:! ...... ­� ......... ..... ..... .... - ------ - ...... . �- ---- ...... I - : ...... � - _: ...... ... : .......... - --------- ......... .......... --------- .......... 305 I ------- SECTIONS. SECTION WITH CEMENT CONCRETE CURB END SEC 0 U) 00 UA 0 + L ......... ...... ------- I � ............... .................. ............ .......... - - ------------ ---------- ----------------- ------ ----­­----------- - : .......... . . .. .. -: ­ ----------- - - --- -- --- -------------- - --- ----- -------- --- ----- ----------- - ------­------------ ------ - ----------- ......... : ...... .. -------------------------- r--: ---------­------ .................. .................. ........ ...... ......... TING TRUNK CONTRACTO R SHALL CONNECT SANITARY SIDE SEWER TO EXISTING w z o rg aw ---------------------- .......... ....... ................. ... ... ........ ....................... ......... . ......... --- ----- a -- --- --- --- --- ------ --- -- ­ U, E TIONS. PER CITY SP CIFICA IL L6 0 .. .. .......... ......... ----- ­­ ---------- ........ .......... ......... ......... .......... I ...... ....... ­ .............. --- ... .. ------ ........ ------- : ------ ----------- J: I- REMOVE SANITARY SIDE SEWER MANHOLE z Lu 0 ...... ....... --- ---- .. ---------- ..................... ........ ....... ................. ... ......... ......... ......... .... ----- ....... ......... ------- .......... L ------------------- -- ......... --------- ..... ....................... --------- --------- 30 ------- : .................... .......... I ..... ... ---------- -- --------------- L ..... , �_' :.:.: ...... 00 .. ........... .......... .. ........... ......... ........ . :.. ........................... ------ ­ -------- q ........ . : ------ -- .... .... I ---- ---- ..... --- :-- .. ................... .................. ................... ----------- -­----------------- --- ------ FINSHED GRAD ------- ... I ...... E ----- FLGWUNE RIGHT. - - 300 ___ - ------------- ............... I- i. �.:.! : 9 LOCATION OF EXISTING DRAIN APPROXIMATE. CONTRACTOR SHALL POTHOLE -F TO )i_RIFY LOCATION. 0 13 0.0 IW6 + z Z 0 0 -:.:: ........ ; ..................................... ...................................... ........... ----- .............................. ............... ......... ......... ...... ................... .......... ......... ----------- ... ............. ........ . .... ------ .......... ......... ........... ... ... ................ ...... ... ....... --- ------- ........ ......... .............. CD ---------- R --- I ........ 1. 1 : w ........ F ... ....... CD* ----------- w ..... ----- a ro w 110: 95 L ----- --------- t 2 ... ......... ................... ....... ............... ......... ......... : ................ ......... --------- ........... .... ........... ..... ------- ----- -- -------- -------- ...... ..... . --------- �l C -4 . ... ....... In ............. ...... ....... . : --- - 1 ........ ......... ­00 ---- --- I. .................... -------- C,4: ------- ------- P --------- --------- 295 ...... -------- - - ... ORIGINAL SIGNATURES ON DESIGN PLANS Z, Z Z 0 z IL D U) I- w ZO 28+00 29+00 30+00 31+00 32+00 < o 00 LLI CL (L,: ww 0- EL: o C-4 C-4 iL �w JL n, _F- W. (L w w 00 c; (L (L C-) C C c"I 0! F- r, C4 C-4 II LLJ 010 U) In a- a�o I-- i EWFORAPP MCOMMEND ROVAL 13, G.Iry�S�hl��& Data: 8/30/01 By RonaldlStrokul Date'. !8/30/011 1 Bob MGhw 1 87.30701 Bw 7 Date- — a I6tZcjofl SHEET: 10, P'f 1700 �( 2: o c" C;" F) Lf) Lo z n 10 Lf), 06 Lo!l -, , Lo In V, 11 6 I 0: 2" OF: 32:1 to + C, C cs o 2F f- on v- 4,cd, 'm r-z r- , �r. 1, ro) : I C; col Z to C5 no z C; L'i z II II -1 L'i II II -j,- n II w li�) H� ILI TWO, INCHES AfFULL A G IF NOT, SCALE ACCORDI, LY JOB � NO.: 00716 m Sw C.) c) mr w !E! w w S, u): W!�:!,LLI LLI L) U) rx w w DWG: FLANS i.A, gq,I In 'I L , 00,01 S I Yll FRI o '