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HomeMy WebLinkAboutSWP2703223.12w Q z O w -, O ry n F_ H � Ch W CL m Q 1 0 1 U 0 U 0 n c aEi 0 a 0 m U N N M 1 N m U U .0 0 a_ 0 0 U 0 1 N I n V) U) 41 0 0 n 0 0 U 0 1 n i U) U) 17 i 1 0 I rn 0 0 N N 0 1n Q) C 1n z oo ------ - -.�. 121MP Cn 12"CONC Q I c 2 N SSMH o Iv o-) 00RIM 18.14 a i ---- 2"ORN ti � CO c Ln OUTFAL- S I IE N 14.64 Y i\-- o N� a o oe IE S 14.62 u �00 - q IE W 14.59 w A 1 0 u �� oo v CB 2"ORN 2"ORN v oc w m o w w CHANNELED 2"ORN 2"OR 2"0 / - N� 00 m I _ RIM 18.33 w E - - E - I .,. o _ 0 1 i - --- _ - -- TOP SIPHON N 14.56 w 20 - - 1 2 E „�oN - 10 IE S 14.66 RIGHT -OF-- Y --------- P.A. - 19WS 14. _ E- 7 2"DECID 2"DECI 1 56 DECID 22 SIGN E E o --- - --- -- _ _ - _ - - --- - ,- e e - - ------ _ . . . . - - ----- -- - e• - 8""MAPLE C 4 2 _ o�--s� € a. E e C011�RF7E � E . a .a d - --- `z.� __ - - ----- r, _ �G OF WA" 2.. I. . . . . . 12„ SD -- e - - - -- - - - _ d - _ a ---- - - - - - ---- E -- - I-�- ASPHALT a "- . � I° G LINEr 2 r a �- e- 9 coNc- � a 4 Im . a e 0 �� a A-0+50 . . �. �� . . . . . . . 5 12 SD - - AO+00 i ... . ..... . _ -6 -.- _. . ......... / . .... ...... .. .. .. ...... 5 SD - -- ---- -- - -Al +00. - -- .- 9 - -� _. . . . . . 3 19�' . .- 6- - - - -:f - -.. S W 3 4.TH .. 1 g ... .... 0 10 . .. . . . . . p z, . - 4 .� A ROAD ................. ....... ........ .. .. ... .. ... I. �+ N. - --:- N sn •.� _'/ .- 02 > CAS� �L .18. �g�. -. J . J 2 U.�.z. J o - - . . . . . . . . . . . . . . . . . . . . . - U OTHOLE 2 . . . I -- - - POWER APS W-31 . . . . . . . . BOLT .EL 15.89. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . . . -.- . -- GRASS d CONC 'CURB . . . . . . . . . . . . . . - -- - - 32„ 46r, �� <. o r . 6 r L�fgHQNE �U� ad .e a a- -- -. r a T TELEPHO E DUCT a CO POTHOLE e e• - T I e. "ORN 4"OR E 1 °�DN'CIL E 'Wy4LK: _ a - a ES e - ° e - 1 O ° e C - 32„ 46„ �o ou I ory c� . 8" SS d _ - - _ _. - CON�RF L°. LK I e - - - - - :�1CRET .T - °DE - - --� - - = � � ° d. .e - � _ --_-�=-. - - - �,l _ 4„DECID w- - - - -- -- -- �,V _ - -_ __ ° ° e a < . 4 . _ ° 6 ?U�b TELEPHONE l� 4,rDECID { ♦TAIH _ - _ _ - - e a e ° a'4 - -- T 4"DECID P - V - - ° na d a - e -- T 6"DECID 5 12 n F % 2 � � W --- _- - _- -- ---- E -- - E �DE o ;'.Ny.R TE LK d e- w O� CORN JV - - J - - STIR - _ co co RIGHT -OF WAY - - - - - _ 9 17 � - � w---- w -�22 L SSMH ATE SET PK�NAIL 3 9 - - N > o I CB I "ORN EIMSE�1�5 51 2 12 RIM 18..35 AT FROjVT OF WALK AT N.W. I o m IE N 15.47 IE N 14.77 E - CORNE CONCRETE DRIVEWAY � � CHANNELED BTM 13.35 GRASS 7 i ws 4 90 N 166,982.0625 w w w 4"DECID E 1,29�1355.6802 - ELEVATIPN FEET I INTAKES o I SET PK NAIL 8"PINE N 166,960.3218 E 1,295,610.6890 w P LAN N < I I oa ^° � cV � I I 8"CLF ELEVATION 18.90 FEET CONCRETE � I I f SCALE: 1 "=20' 4"oRN l W ASPHALrD-322312 1 L A I, SFT PK NAII LOW POINT ELEV = 18.98 HIGH POINT ELEV = _ 20.11 ROAD CROWN LOW POINT ELEV - 18.65 LOW POINT STA = A-0+24 HIGH POINT STA = Al +21.19 AT CL OF CULVERT LOW POINT STA = A2+83.65 PVI STA = AO+00 : PVI STA = Al +25 : PVI- STA = A2+50 PVI ELEV := 18.73 . :. PVI ELEV = 21.07 . . ... .. . . - .... . . ... ...PVI- ELEV . = .18.48 . . . . ................ A.D. 2.54 A.D.. - 3.94 A.D. = 2.47 - K=39.40 K=38.07 K=40.41 100' VC 1 150' VC 1 100' VIC - ULNtKAL NU I tJ: 1. CONTRACTOR SHALL REESTABLISH ALL EXISTING PAVEMENT MARKINGS AFTER ROADWAY RESTORATION. 2. FOR SEWER MAIN REPLACEMENT INFORMATION, SEE DWGS C6 AND C7. 3. FOR WATER MAIN RELOCATION SEE DWG C9. 4. CB NUMBERING SHOWN AS T FOR CATCH BASIN 1. CONSTRUCTION NOTES: 10 CONNECT NEW STORM DRAIN TO EXISTING STRUCTURE. CORE DRILL PIPE OPENING AND FILL ANNULAR SPACE WITH NON -SHRINK GROUT. O2 REMOVE AND REPLACE EXISTING CURB, GUTTER, AND SIDEWALK AS REQUIRED FOR INSTALLATION OF NEW IMPROVEMENTS O3 ALL TRANSITIONS BETWEEN NEW AND EXISTING ASPHALT PAVEMENT SHALL BE SAWCUT. TRANSITIONS BETWEEN NEW AND EXISTING CONCRETE SHALL BE SAWCUT OR AT EXISTING JOINTS. O4 REMOVE EXISTING CATCH BASINS (2) AND APPROX 72 LF OF 8" DIA SD. O REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAYS TO NEW GRADES. SEE CITY OF RENTON STANDARD PLAN F004, TYPE1 © REMOVE AND REPLACE EXISTING SIDEWALK WITH NEW ADA COMPLIANT SIDEWALK RAMP, SEE CITY OF RENTON STANDARD DWG F-011, TYPE 2a-MODIFIED NO CURB AT BACK. O7 SAWCUT AND REMOVE ASPHALT TRAIL. REPLACE WITH 2" DEPTH ASPHALT TO TRANSITION TO NEW GRADES. MAXIMUM SLOPE AT 7%. RESET EXISTING BOLLARD POST BASES (2). ® NEW CROSSWALK PER CITY STANDARD DETAIL HR-13. 90 REMOVE EXISTING TREE AND REPLACE IN KIND. 10 CROSSING SIGN (W11-2 OVER W16-7P)PER MUTCD. STA Al +60.88 RT 24+, STA Al +80.38 LT 30+. qj) ADVANCE CROSSING SIGN (W11-2 OVER W16-9P)PER MUTCD. STA A-0+31.67 RT 24+, STA A3+72.48 LT 30+. 12 REMOVE AND REPLACE GRASS/LANDSCAPED AREAS TO MEET NEW GRADE. SLOPE TO ROAD. 13 DEMOLISH EX AND CONSTRUCT NEW STREET LIGHT FOUNDATION AT NEW CURB ELEVATION. SEE DETAILS 5 AND 6, DWG C5. REINSTALL EX STREET LIGHT AND FOUNDATION. 30 0 14 FILL EX 8" SD TO SOUTH APPROX 35LF WITH CDF AND ABANDON. CD + ROAD CROWN AT CL OF CULVERT D ' Ln „ + o Cn : Q EL = 20.11 N STA A2+84, LT 21' z 15 CONTRACTOR TO POT -HOLE EXISTING 10 WATER. MODIFY SLOPE OF STORM CD �; >< O2 STA A-0+24; LT 21 C HIGH POINT ELEV = �@ ,� : Lii 5 CB TYPE 1 W/ + : � x DRAIN IF NECESSARY TO PROVIDE 6" MINIMUM CLEARANCE. 25 ._ . . .. . .CB TYPE 1 W/ OPEN .. .. . .. . . . ..� . >. .H:IGH. POINT STA -. A1.+21.:19 .. . . . . . . . .... .. . ..... .... ... . . . . v . c�. ,r, .w . ... . . ... .. .. . . :FACE CURB 0° CO m > OPEN FACE CURB: Q LLJ 16 EXISTING UTILITY TO BE RELOCATED BY OTHERS. m m � :RIM ELEV = 8.5418.34 : m RIM ELEV = 1-.21 18.13 U NEW 12 W IE- 37 14.2 : -S 12 IE 1 3 15.3 w 17 REMOVE AND REPLACE EX CONCRETE DRIVEWAYS TO NEW GRADES. SEE = E 12" IE _ -15. 15.4 S - 1.87% S -2.07%NEW 12" S IE=14. 14.4 CITY OF RENTON STANDARD PLAN F004.1, TYPE 3. 20............................................................... ......... ........ .............. ............................... -------=------ - �_ -- -------- --- O 15' BEY OND END OF S -0.66%-.------- _ - _ --- ---- PARAPET WALL (SOUTH SIDE)/CONCRETE BARRIER (NORTH SIDE). S = 1.87%. z 16 16 16 g16 EXISTING GRADE 3 STA AO+60, LT 21' o 4 ( STA A2+84, RT 21' 1 g INSTALL BEAM GUARDRAIL FLARED TERMINAL IN ACCORDANCE WITH WSDOT 15 ... .. . 1 STA. A-0+24 RT 21 . . . . .0 . . . .... ... . . . �. o ...... .. ...... OSTA Al +66; .LT .21 . O C - , CB TYPE 1 CB TYPE 2-48" DIA CB TYPE 1 W/ STD PLAN C 4b. LENGTH SHALL BE 15 BEYOND END OF CONCRETE CB TYPE 1 W/ v) m <c „ . = z RIM : ELEV = 9.40 19.16 1n Q CD u EX TYPE 2 CB-60 < OPEN FACE CURB GUARDRAIL. CARE SHALL BE TAKEN TO INSTALL POST AROUND NEW 12 OPEN FACE CURB _ . L,� _ J �, _ RIM ELEV = 1 62• 19.50 WATER. CONTRACTOR SHALL EXPOSE 12" WATER DURING POST FINISHED GRADE N 12 IE = 14. -1 14.7 oq m w DIA IE 1 1.89 W (EX) w Q RIM ELEV = 1 1 18.17 RIM ELEV 54 18.36 J - NEW 1:2 E IE=1 55 12.5 FINISHED GRADE W 12 IE = 14. 14 9 x o x x !L 1 1.83 NE (EX) ''-' o „ NEW 12" N IE=1 7 15.2 INSTALLATION AND ADJUST POST POSITION AS REQ'D TO STRADDLE ACROSS N 12"I E= 15. 15. 6 w I- LEI L-Li ,� ,� w Z NEW 12 N I E=12. 12.4 20.... .. RIM :.EL=1.9-.76.:..... . .: ..W ...... . .. . .... . .. . . . .. . . . . . . . . . .. .. . . WATER. GUARDRAIL POST PLACEMENT SHALL BE IN ACCORDANCE WITH NEW S 12" IE=13.8-9_CASE 19 AS DESCRIBED IN THE TRAFFIC BARRIER SECTION OF THE WSDOT 15 EX 10" WATER 114.1 I HIGHWAY DESIGN MANUAL (M 22-01). THIS ALLOWS CLEAR SPACING OF 43.1 11 FT 6 INCHES BY USING NESTED W-BEAM TO STIFFEN THE RAIL. I 1-17.7 .. � LF 12 DIA CPEP GUARDRAIL CONNECTION TO CONCRETE GUARDRAIL SHALL BE PER WSDOT 1 I.: .. - 12 DIA CPEP . . � LF, STANDARD PLAN C-7, DESIGN F. LF, 12" DIA CPEP � LF, .12" DIA CPEP S=O.N% : EX 96" DIA .TYPE 2 CB S_ 42.7 83.1 RIM EL=19.08 0' S_% S=DQ .6% _ I 1.9% I NEW S 12" - IE='146i 0I 1.4% .7% I 12.1 1 n 10.. . . . I.:. .. . . . . , .NEW 8" DIA . SS CROSSING N LF, 12" DIA CPEP S=K% I z AS -BUILT SURVEY BY: 15:3 3.9% PLS, Inc., 1/18/2008 '� LF, 12" DIA CPEP S_%0% 1.8.1. . . . . .7%. . . . . . . . . . . . AS -BUILT PLANS STAMPED BY: 1 BEN V. PETERSEN ON:1/22/08 ASmBUILT PLS #17676 1 :1 AO+00 oV WA,(� O 1 ti 1 42970 ox 1)NAL V EXPIRES: 10-12- ORIGINAL PLANS STAMPED BY: USA MARIE GORRY ON:3/2/07 PE #42970 EXPIRES: 10/12/07 q-ROAD PROF LE_Al +00A2+00 SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL 1 ADDED AS -BUILT SURVEY INFO REVISED OR MOVED SOME TEXT SURVEYED: SCALE: UNNEEDED NOTES, INFO. FOR CLARITY DAIC 12 22-08 AQ DH&A DESIGNED: LMG AS SHOWN DRAWN: KKB ONE INCH 0 ISSUE FOR BID -2-01 CHECKED: R M L AT FULL SCALE IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY MSG A3+00 VERTICAL- NAVE) 1988 HORIZONTAL NAD 1983/1991 DATUM 5 2.5 0 5 10 20 0 20 40 Scale Feet Scale Feet DATE: CITY 0 E SW 34TH STREET o3/2/07 CULVERT REPLACEMENT PROJECT PAGE: bl RENTON DRAWING NO: Planning/Building/Public Works Dept. ROADWAY IMPROVEMENT PLAN AND PROFILE C3 SHEET: 5 OF: 16 U-1312121310L PO