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HomeMy WebLinkAboutD-322305z LU Z z 0 Of L'i t Y & I CONTRACTOR SHALL RE-ESTABLISH ALL EXISTING PAVEMENT MARKINGS j, "k7mi I} a 110 T AFTER ROADWAY RESTORATION. % IN A 0 I�j co 11 zt x Mfi. N vi I RN '18,14 p, 2. FOR SEWER MAIN REPLACEMENT INFORMATION, SEE DWGS C6 AND C7. OUTRAIS RE S 14A32 1-0 N, 3. FOR WATER MAIN RELOCATION SEE DWG C9. NJ MOM 18,33 R P SIMON N 14. m" IE S K66 4. CB NUMBERING SHOWN AS .q.' 0 FOR CATCH BASIN 1. r".0, / CL ­-Ai L F L.- `7 13 7 J PIR 11 r 7 "nmr W�1, MUN % 2"DEQY� 21)ECID iF- _j - 18 117 ft- i E - --- - ------ 6- j U__­ CONSTRUCTION NOTES: E "odm4 F 76 CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. CORE DRILL PIPE cl, 4 J 2 . . . . . . . . . . OPENING AND FILL ANNULAR SPACE WITH NON-SHRINK GROUT. % ...... ....... 12" SID . . . . . . . . . . . . . . . . . . . . . 14 . . . . . . . q_=, REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS ..... ..................... ...... ........ 42' REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS m. 2 (5 .9 .. ..... ..... .............. -0 ..... .... .................................. SID ...... ......... AU+00 ......... ........ ................................... 7. .5 .... ............. 6 Z ......... T-77 2 A-O+ .. :.". `,� , * - 1) ... ... ...... :::: ....... .................... ...................................... nry. . ....... ..... .... ........ ..... ......... .... ...... • .... .................. ........... . .. z K. n.e .... .*.* ..................... ..... Al +00 . ALL TRANSITIONS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT SHALL < : : : : . * . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ....... ROAD .... BE SAWCUT. TRANSITIONS BETWEEN NEW AND EXISTING CONCRETE SHALL BE ...... .. .... ... .... ...... . ............ ... 3 ....................... .......... 10 ............... ........ ...... ............... ; ...... .... ...... .... ........... C) ....... ... A3 00 ............ ....... I., ............... ........ ... ......... I .......... ....... ................. ............. ­_ -V�` ...... 1. .......... CN w � I ..... .. ........... ..... ----- STRIPE SAWCUT OR AT EXISTING JOINTS. CN ........ n; -ia A4+0( 4,il ...... .... .. � Z ......... ........ ....... ....... ........ ... .................. ....... . ..... . W, ............... . . ....... 8 .. ...... . ............ ................. .......... 0 .......... ........... SD. ...... ................. 13 9 • ..................... .... .. .. ......... . • ........ REMOVE EXISTING CATCH BASINS (2) AND APPROX 72 LF OF 8" DIA V. . . . . _.- *­*­** ..... *­'­ �U3 . . . . . . . . . . . k�l . . i O . . . . . . . . . . . ix.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -'I"- � ­ - __ - 'y -- v v.w .......... ....... .......... ...... z . . . . ........................ 14 . ............................. .. ... . ...... ......... ... ... ... ................. . ......... . ..................................... .. nt- - - I ... . ... ':'M ....... I * * * * I I 1 1.1.. ...... ........ 6 REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAYS TO NEW GRADES. .. ... ........ . • . . . . . . . . . . . . . . . . SEE CITY OF RE TON STANDARD PLAN F004, TYPE1 • ulgf I -11010 Ss 5 "T 4 T -------- A )4 �A REMOVE AND REPLACE EXISTING SIDEWALK WITH NEW ADA COMPLIANT • 4_ A"OnECIP SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F-01 1, 4 _n _v- 4 r 4 3i 6 TYPE 2a- MODIFIED NO CURB AT BACK. k,]'N W R !2 PA"'C"D 5 4 Ln . . . . 12 1 -7 '.1 D I 2 j 3 "NU W W W g 0 'T 9 S H w SAWCUT AND REMOVE ASPHALT TRAIL. REPLACE WITH 2" DEPTH ASPHALT TO 'all Aft NI -N1! _,...._ .- ...,,__ Q 2 TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7%. RESET EXISTING 5 N�) .... 1V OMNI 15,51 12 13 q 1, 8 V E IE N 1-4J7 �q e a,sa m'­',."o�Mn 0� BOLLARD POST BASES (2). F4 C df IMS 1-0 1* 7 I r J. 'D % NEW CROSSWALK PER CITY STANDARD DETAIL HR E SET PK 'ItA -J �pY 29 Q'o EL REMOVE EXISTING TREE AND REPLACE IN KIND. Z y 41" V100 10 9 - F Cu f3 T'C L F -2 OVER 16-7P)PER MUTCD STA Al +60 88 RT co P I A NI I V ri 0 CROSSING SIGN (W11 -2 4h 24+, STA Al +80.38 LT 30+. AISPHAIIJI -T R K SCALE: 1 `20, 1 0 . . . . . . . . .. . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . • . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11 ADVANCE CROSSING SIGN (W11-2 OVER W16-9P)PER MUTCD. STA A-0+31.67 RT 24+, STA A3+72.48 LT 30+, LOW POINT ELEV = 18,98: HIGH POINT ELEV = 20.33 LOW POINT ELEV 18.65 < LOW POINT STA = A-0+24 HIGH POINT. STA = Al +21.19 LOW POINT STA = A2+83.65 o PVI STA = A0 +00 PVI STA = Al +25 PVI STA A2+50 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE. - PVI ELEV 18.73 PVI ELEV 21.07 - SLOPE TO ROAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PVI- ELEV .18.48 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2!1 A.D. =. 2.54 A.D.- -3.94 A.D. = 2.47 - 0 C K 38.07 < DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW K = 39,40 K = 40.41 I I CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET u N 1-50' VC 100' VC 41 100'. VC LIGHT AND FOUNDATION. 30 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CD r, 14) FILL EX 8" SD TO SOUTH APPROX 35LF WITH CIDIF AND ABANDON. CN D u Cj Z QO CD Ln C) + C)� CD T) r10 �= CD + (7; Cn + C) (f) < CONTRACTOR TO POT-HOLE EXISTING 10" WATER. MODIFY SLOPE OF STORM CD 4' LT 21' 00 ® Q STA A-0+2 HIGH POINT ELEV 20.33 STA A2+84, LT 21' C) _0 DRAIN IF NECESSARY TO PROVIDE 6" MINIMUM CLEARANCE. I Cn + 06 >< . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �:> �> < - -CB - TYPE -I - W/�OPE . . . . . . . . . . . . . . . . . . . . . . . 25' N. HIGH. POINT STA =.Al . +21 -19 . . . . . . . . . . . . . . . . . . . . . . . . . . ro . m <-) ���B�T�PE' 1 -W/ . . . . . . Ld U m �> m v) 'FACE CURB m EXISTING UTILITY TO BE RELOCATED BY OTHERS. z u OPEN FACE CURB &i L.Li U �> m ::�E - - U (_.) 0 m -RIM ELEV = -18.54 RIM ELEV = .18.21 �> f> z LIJ REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE :s = 1.87% S -2.0 7% CITY OF RENTON STANDARD PLAN F004.1, TYPE 3. 0, 20, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o - - - - - - - - - - ®- - - - - - _ 0 0 -4. - - - - --- - - - - - - - STEEL PIPE HANDRAIL. EXTEND HANDRAIL 15' BEYOND END OF DECK 0 S -0.66% - - - - - - - - - - - - - - --- - - - - - - J4 .'4 I . r") - E S 2.07% S .0.40% PARAPET WALL (SOUTH SID CONCRETE BARRIER (NORTH SIDE). 1.87%' Lij 16 0 71 0 1 16 0 . . C� u , - INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT . . . STA- A-0+2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE. . . . . . . . . . . . . 0 . . . . . 15 . . . . . . . . 4,. RT 21'T v cf) STD PLAN C-4b. LENGTH SHALL BE 15' BEYOND END OF CONCRETE CB TYPE 1 W Cn M < FINISHED GRADE cn <C u u C) Cn r-,) Lij EX TYPE 2 CB-60 uj < GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12" OPEN FACE CURB ;z - Ill :: :�E STA A1+66, LT 21'_ 0 CQ m zl_ U CD Li LLJ DIA IE 11.89 W (EX) 4 STA A2+84, RT 21 ELEV 18.54- -STA AO+60, 'LT 21' u Of WATER. CONTRACTOR* SHALL EXPOSE 12 WATER DURING POST RIM IIA FINISHED GRADE LLJ C) CB TYPE 2-48" DIA L_(�) Lj_j�__ Ill Ill CB TYPE 1 W/ >< 0 >< >< IE 11.83 NE (EX) INSTALLATION AND ADJUST POST POSITION AS REQ'D TO STRADDLE ACROSS (:::�YCB TYPE 1 >< >< LLJ RIM ELEV 19,62' 20.. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELEV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPEN. FACE CURB RIM ELEV' J9A: EX 96"' WATER. GUARDRAIL POST PLACEMENT SHALL BE IN ACCORDANCE WITH 0 . . . . . . . . . . . . DIA TYPE. - I RIM ELEV 18.21 CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF THE WSDOT 15. EX 10" WATER HIGHWAY DESIGN MANUAL (M 22-01). THIS ALLOWS CLEAR SPACING OF Lu 2 CB 42 LF, 12" DIA CPEP 84 LF, 12" DIA CPEP 11 FT 6 INCHES BY USING NESTED W-BEAM TO STIFFEN THE RAIL. DA OPEE' 121 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . G.UARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT . . . . . . . . . . . . . . . . . . . . . . . . . . 42 LF LO . . . . . . . . . . . . S -g .50% . . . . S=0.50% 117 LF 12" DIA CPEP STANDARD PLAN C-7, DESIGN F. LJ .95% ....................... ............ S=1.56% 2' DIA NEW 8" DIA D-322305`- 0 17 LF, 0 CPEP cf) Q) V) �Tl 10.. L'i . ... . . . . . ... . . . .. . ... .. . . . . ... . .... S=6.0% -1 .. . . . . . . ... . . . . . .. ... . . . . .. . :z . . .. . . . . . . . . . . .. SS.CROSSING . . . . ... . . . . . . 00 Ln Li ROVED i �) �� E N W Li AT JM�! LLJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . - 19. LF .11" DIA 0 0 N A-0+80 AO+00 -mitma- cl� 0 I EXPIRES: 10-12- OT I Al -ILnn q-ROAD. SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL CPEP 5 =0.50% PROFILE �Egk*MN-qLT#191 OUR m REVISION A2+00 A3+00 5 2.5 0 5 10 20 0 20 40 1 " =5' -0" 1 1 "= 20' -0" Scale Feet Scale Feet SURVEYED: SCALE: DATE: DH&A VERTICAL: NAVD 1988 DESIGNED: HORIZONTAL: NAD 1983/1991 491ke CITY OF SW 34TH STREET 03/2/07 LMG AS SHOWN CULVERT REPLACEMENT PROJECT FIEUDBOOK: PAGE: DRAWN: KKB ONE INCH DATUM RENTON DRAWING NO., 3-2-01 r CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RML NOT ONE ROADWAY IMPROVEMENT PLAN AND PROFILE C3 IF N SCALE ACCORDINGLY OF. BY DATE APPR 5 16 > R, or � lk� lk� 14