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HomeMy WebLinkAboutTRO4103736.1LLJ i Z I-- U LLI n O o. STREET/TRANSPORTATION PLAN 'y ch Static 3 08.4 l/ ` ..1 � n= + 11 ��=20' Offset= 7.0' LT ----------, y,,' I I ���. `i: � ------ CL 0 10 20 40 BEGIN, "C-C�JRS"------- - I " ' F�1' ';-- "� �- 'r; -- -�-------------- M --- ------}---,-- e- ,- r s�. I I I , r " I .I f L.3 LS I..i iS U i- I!' 11 L. -------- LJ L.L z 0 I- z LLW cr U U- 0 0 V Ln Q rn Lq 00 0 N r fU f- 0 0 o\ 3 i N O i N lin i o\ cu N Ln 1-11 En 0 0 0 u i 6 iu Lt MEET EXIST GUTTI MEET AND EXISTING SI N 0 - - e.0 I� a °a MATCH kVEMENT • I NE 4TH STREET CONNECTION SCALE: 1 "=10' 43.75' PROPOSED HALF R/W 8.75' R/W DEDICATION Z H Q i 2'f N 3 T<�oW W 0 5' GUTTER PAN DRIVEWAY APPROACH DRIVEWAY CROSSING Z Q La.l v13 a VARIES x ,- O PROPOSED ROW LINE J o ui z 5LANEBIKE LANDSCAPE SIDEWALK UO ZD Of U Lai ----------------------- - ---------- 2% ---------,-� �_ SLOnr- - III � 11 I I ! '-- SAWCUT -1II- -I `?F RENTON STD. DETAIL F005 __ CURb V uu iI�jr L)LiAIL F001 - i c 'TED U, CLASS "B - TCH EXISTING CONCRETE - PAV61bic v. DEPTH - 6 -8", TYPICAL) " COMPACT- - != "RUSHED ROCK BASE SUBGRAOE FN_ :; _R GEOTECHNICAL RECOMMENDATIONS E 4TH STREET SECTION to NOT TO SCALE 10' LANDSCAPE 30.5' PROPOSED HALF R/W 3't 10.5' R/W DEDICATION 20' - EXISTING HALF R/W 0.5' CURB 0r Z~ 5' SIDEWALK VARIES z 3 x > to I LaJ 5- zwo '�0 L/S=3 I ono X S2 SAWCUT �= a of w O 2% --' 2% ----------------______ - :; v ---------------- --------------- -- m--- ----------------- - 10" COMPACTED DEPTH CLASS "B" ASPHALT 6" COMPACTED DEPTH CRUSHED ROCK BASE CURB AND GUTTER PER CITY OF RENTON STD DETAIL F001 SUBGRADE PREPARED PER GEOTECF CONCRETE SIDEWALK PER CITY OF RENTON STD. DETAIL F005 DUVALL AVE NE SECTION NOT TO SCALE 12 Station= 9+40.0 Offset= 15.0' LT END, NEW "SINGLE WHITE STRIPE" i 5�:' 13 Stotion= 9+43.5 / - /1 SAWCUT LINE. Offset= 4.0' LT (T,P ) END, NEW "DOUBLE YELLOW �L,gNDSCAPE - CENTERLINE STRIPE" 40SIDEWALK Q5 CURB AND GUTTER Ff d NEW RIGHT-OF-WAY LINE C12 8 . GUTTER PAN DRIVEWAY APPROACH - DRIVEWAY CROSSING EXISTING 'E RTY N UNE s R5 ,4 ��0 I F; :E ,jfji - / J 3 Station=8+12.7 / € Offset= 20' LT ;E E END CURB, GUTTER, AND SIDEWALK • (MATCH EXISTING) 3i�' E3 t3 3 E3 , tF t£ F3 i. - 1E F.11 3: 3: 3: f ,;I # EXISTINrut �>�'t'fNI^Ij 1s_e� i■� 8AS, i N MATCHLINE 12' 14 Stotion= 9+43.5 J Offset= 4.0 LT to 7.3' RT. / ....................INSTALL, "STOP BAR" DOUBLE YFILLOW 11 1 II I 1 a II 1 I 1 TO REMAIN 'I IEI II A N'?' ._ IPE TO REMAIN I, 0 'I I 1 -�1 - 15 Station= 8+93.5 / Offset= 2.5 RT. (Ea.f3 I I s INSTALL, "LEFT TURN" ARROW CONSTRUCTION CALL OUTS �J SAWCUT PAVEMENT IN SMOOTH, CONTINUOUS LINE FOR NEW WORK. COORDINATE LIMITS WITH DEMOLITION AND IRRIGATION PLANS. CLEAN AND TACK COAT EDGE PRIOR TO NEW PAVING. �2 STREET ASPHALT PAVEMENT SECTION PER DETAIL, THIS SHEET NEW LANDSCAPE PLANTER. CONTRACTOR SHALL PROVIDE TOPSOIL TO TOP OF NEW CURB. SEE LANDSCAPE AND IRRIGATION PLANS FOR PLANTING AND IRRIGATION DETAILS. ® CONCRETE SIDEWALK PER CITY OF RENTON DETAIL F005 Q5 CONCRETE CURB AND GUTTER PER CITY OF RENTON DETAIL F001 © TYPE 3 CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON DETAIL F004 O7 TYPE to SIDEWALK RAMP (2 EA) PER CITY OF RENTON STD DETAILS F010, F010.1, & F010.2 TYPE 2A SIDEWALK RAMP PER CITY OF RENTON STD DETAIL F011 O THERMOPLASTIC/PAINTED CROSSWALK PER CITY OF RENTON STD DETAIL H012. MATCH EXISTING CROSSWALK MATERIAL. CENTER CROSSWALK ON RAMPS. 10 INSTALL PRECAST 12" WIDE CONCRETE DUAL FACED MOUNTABLE CURB WITH NOSE ENDS PER WSDOT STANDARD PLAN F-10.64.02 11 REMOVE (E) STRIPING AND/OR RPM'S BY SANDBLASTING 12 4" WIDE WHITE PAINTED SOLID LANE STRIPE PER CITY OF RENTON STANDARD PLAN H008 13 DOUBLE YELLOW CENTERLINE LANE STRIPE PER CITY OF RENTON STANDARD PLAN H008.2 14 "STOP BAR" PER CITY OF RENTON STANDARD PLAN H008 15 TYPE 2L "LEFT TURN" ARROW PER CITY OF RENTON STANDARD PLAN H008.2 16 CONCRETE STREET PATCH TO MEET/EXCEED EXISTING CONCRETE PAVEMENT SECTION (6" MINIMUM THICKNESS). Q REMOVE EXISTING CONCRETE SIDEWALK/RAMP AND CONSTRUCT NEW TYPE 2A ACCESS RAMP PER CITY DETAIL F011. PAVEMENT RESTORATION NOTES 1. PAVEMENT RESTORATION SMALL BE PROVIDED AS PER THE CITY OF RENTON TRENCH RESTORATION do STREET OVERLAY REOUHREMENTS. 2. PAVEMENT RESTORATION WILL BE SUBJECT TO FIELD SPECIFICATION BY THE INSPECTOR. 3. M"MUM WIDTH OF TRANSVERSE PATCH SWILL BE 6.5'. INSPECTOR MAY REOUff ADDIT04AL PATCHING WHERE PROXIMITY OF TWO OR MORE CROSSINGS MAY WARRANT. TRAFFIC CONTROL NOTES 1. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL PLANS (FOR DEMOLITION AND NEW WORK IN RIGHT-OF-WAY) TO CITY FOR APPROVAL PRIOR TO CONSTRUCTION. CONTACT CHRIS BARNES AT CITY OF RENTON, 425-430-7220, TO COORDINATE. 2. REFER TO WSDOT "WORK ZONE TRAFFIC CONTROL GUIDELINES", LATEST EDITION, FOR ACCEPTABLE TRAFFIC CONTROL PRACTICES. 3. CONTRACTOR SHALL PROVIDE CONTRACT PROVISIONS IN BID FOR PROVIDING ALL REQUIRED TRAFFIC CONTROL MEASURES (INCLUDING FLAGGING). MATCH I 13 Station= 7+28.5 �I I Offset= 4.0' LT. '` 11 Stotion= 8+53.5 / BEGIN TAPER, NEW "DOUBLE F Offset= 7.5' RT. YELLOW CENTERLINE STRIPE" v`vv I REMOVE, EXISTING "DOUBLE YELLOW CENTERLINE STRIPE" SOUTH w r� 1 E E fE 3 F: F f t: S is 15 Station= 8+53.5 / { 3 ; , 1 Offset= 2.5' RT. °' 15' E INSTALL, "LEFT TURN" ARROW " r/� 11 12 Station= 6+89.4 Offset= 15.0' LT € i t Ff E iE , "SINGLE)01 REMOVE, EXISTING WHITE STRIPE", f f. BEGIN, NEW "SINGLE WHITE._ _ t 13 Stotion= $+03.5 / STRIPE" f i 3t I Offset= 4.00 LT. f END TAPER �, I -' "DOUBLE YELLOW STRIPE" r £ 3 3! £ S FF isUJ 1 i 2 3t S F p £f E3 (E) OI I W il. / t £E :F ►- ,r�`I f 13 Station= 6+24.3 Offset= 0.0't (MATCH EX.) :£ a BEGIN, NEW "DOUBLE YELLOW.ww i F CENTERLINE STRIPE"LIJ E3 I £ E tE Er �1-mm�u�w� F 3t : I I 3 ; £ i .f 1E 3t 33 6+ .. f F t: Q MIN cl 11 13 Stotion= 7+28.5 / '` W I A 1- £ Offset= 3.45' RT. T tIP� BEGIN TAPER DOUBLE YELLOW "DOUBLE REMAIN F 3 3 :F C MEET AND MATCH EXISTING CENTERLINE STRIPE" £' t.J.'IHT P ' F CURB, GUTTER, SIDEWALK REMOVE, EXISTING "DOUBLE YELLOW DUVALL AVE NE CONNECTION CENTERLINE STRIPE" NORTH SCALE: 1 "=10' NO. REVISION 0 Lai z .J Q' Lai z W U z N is ui ui 0 I- W a Q Lr) ry �G,HAV� c? ® ? <r7hG ENG1N�� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251 -8752 FAX CIVIL ENGNiEERNiG, LAID PLN"NG, SURVEYI"G, EWRQNhIIENT& SERVICES co 3 ® 0 IM z Q m L m 41 it �v3 u O oa'`ac ri O +,3as .�,N �Z3u > V >o Wt o � a° u I Wr F- o < < o+ z U gc,208 U 40 �, � 10-1 40 W OICo �o� L v7 c e[j OO'OUL aoo=o 21 F- O �pE ASl� v'_i � • Z �o 2852 ��YAL7 �e�St�ENG��S rn :2 v v v M O N N N N N o rn oho 00 v n ;Q ` > U� U E` S �IYI�IQI ®lol� Z 0 LJ J J Q t= t= LaJ H N •� m m M. = ® .J 0Z O LrJ LaJ 6j z a_ a o 0 F_- LaJ 0 H 0 v M N ¢ .3 m cr ` m m m a a. 0.. x um0©000u Project #: 15432 Store #00871 15432-012-R.dwg Address: 4615 NE 4TH STREET RENTON, WA C12 of 13 : _ 1"=20' mxc ' 'Mm' CITY OF QFC FUELING FACILITY . RENTON Permit No. U 13000883PM DATUM Ai FWA Cftr Plonning/Building/Public Works Dept. Ir w = SIM sACET: �: st'JiLE Iccoll0mv A-NNINNAA y 10 O .p n .p yzy cn o CIO °z w