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HomeMy WebLinkAboutSWP272292(1) CITY OF RENTON MEMORANDUM DATE: November 4, 1994 TO: Rod Schindler FROM: Ron Strakat��P STAFF CONTACT Dave Jennings (x-6205) SUBJECT: LAKE WASHINGTON BOULEVARD PEDESTRIAN/BICYCLE FACILITY - SURFACE WATER REVIEW OF 30% PLANS The Surface Water Utility has reviewed the 30% plans for the above-mentioned project and have the following comments: 1 . It would be helpful if future plan sets had a locus plan (ie., small figure of location map) on each plan sheet which indicates the relative location of the sheet in the project. Location could be shown by shading the particular plan sheet represented in the locus plan. 2. You have indicated that the entire street will be overlaid at the end of the project. As a result, the utility may want to install some new drainage culverts and/or upsize others. 3. Since storm drainage design is not part of your current project, utility staff will analyze expected flows through each of the existing ditches and culverts and indicate where improvements are required. We should discuss the schedule for further plan development, review, permitting, and bidding to determine a process for coordinating any improvements into your plans and specifications, if acceptable. 4. Because of obvious constraints and conflicts in the form of cut slopes and retaining walls throughout the length of the project, it may be very difficult and expensive to provide adequate ditching and drainage improvements. Drainage improvements will be required to provide at least equivalent capacity with existing facilities and in conformance with City and King County Surface Water Design Manual requirements. 5. The next set of plans provided for review should indicate areas where roadway cuts and fills affecting the adjacent side slopes would be required. Ditch centerlines, headwalls, gabions or riprap, and limits of work should also be indicated. In the meantime, we would be happy to work with you or the consultant to develop a plan to provide adequate facilities throughout the project. Thank you for this opportunity to review the project. Lets begin working together soon to deal with these potential problems. If you have any questions, comments, or need additional information, please call Dave Jennings @ x-6205. KDOCS:94-1010WEJ CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 2, 1995 TO: Rod Schindler FROM: Dave Jennings (x-6205) SUBJECT: LAKE WASHINGTON BOULEVARD PEDESTRIAN/BICYCLE FACILITY - REVIEW OF 90% DESIGN I have reviewed the plan set you provided and have several minor comments. In general, the plans look good, although, in places, little information is provided about the size and condition of drainage facilities along the project alignment. This kind of information is normally essential not only for engineering review by City but for the consultant for design. In several places no information is given for culvert size. The plans are improved over the 30% set in that the consultant has indicated where fill will be placed and has obviously considered, in places, where drainage improvements will be required. From the plan provided it is very difficult to determine where ditch and/or pipe improvements will be needed because of the road widening. I am most concerned about the following: • Culverts under Lake Washington Boulevard which may be undersized and/or crushed and require replacement prior to overlay; • Headwalls and pipe entrances which may be covered, partially blocked, or displaced by fill for shoulder widening and which would require gabion wall, guardrail, and/or extention so that they function properly; • Roadside ditches which will be displaced laterally because of fill. These ditches will have to be reconstructed adjacent to new fill so that uphill and downhill grades are matched and the invert of the ditch is uninterrupted. At least three changes to the plans are required: 1. On page 2, add a detail which shows ditch improvements on the east (uphill) side of the road prism for widening into areas of roadway cut. Details are provided which illustrate the construction of gabion walls for fill areas on the west (downhill) side of the road, but no such detail is provided for road widening in areas where the roadway is cut into the adjacent hillside and ditches will be displaced. March 1, 1995 Page 2 2. Provide additional details for 1) gabion wall construction to protect culvert entrances where road widening will fully or partially block existing culverts, 2) installation of quarry spalls to stabilize ditch slopes adjacent to culvert entrances, and 3) culvert extensions where required to daylight existing culverts in areas of fill. These improvements could become bid items in a special schedule that could be used for pricing if field changes are required by the engineer which are not called out in the plans. 3. Add a note on relevant "channelization and paving plan" pages which indicated that the contractor shall "Where road widening displaces existing roadside ditches, restore affected areas to equal or better than pre-construction condition. Match grade of ditch uphill and downhill of the affected area and provide an uninterrupted flowline through the disturbed area after construction. Provide adequate erosion control and hydroseed all disturbed areas as soon as possible after construction is completed." On this project, it appears that field inspection will be the best way to catch drainage-related problems. Above, I have noted the types of problems that I anticipate will be encountered during the project. Maintenance should be consulted to determine which pipes are not currently functioning correctly and need replacement. Some culverts may need to be T.V.'d to determine condition. Maintenance should be given adequate lead time to accomplish this, if required. During field visits to the project during rainy periods this winter, I have not noted areas of significant flooding, so pipe sizes do not appear to be a real problem. However, I will get additional information for those culverts which are shown in the plans without sizes from our inventory, and update you if I note any obvious problems. In general, pipes should be replaced (upsized) if culverts under Lake Washington Boulevard are smaller than pipes in the upstream system. Thank you for this opportunity to review the plans. If you have any questions or need additional information, please call me at x-6205. H:DOCS:95-186!!:DEJ .sue.. CITY OF RENTON LAKE WASHINGTON BLVD . PEDESTRIAN / BICYCLE FACILITY COULON PARK SOUTH ACCESS ROAD TO NORTH 44TH STREET BNRR TRACK CROSSING AND TURNAROUND (LID ) 3700 BLOCK OF LAKE WASHINGTON BLVD. MERCER ,,,,,,,,,,,,, ,; 9TH W. a 58TH ST T- ISLAND ,,,,,,,,,,,,,, 1s 17 ■...- „/,,,,,,,,,, 15 18 PARK GRAPHIC SCALE 19 14 20 zoo .00 aoo eoo END ENNYD // t PROJECT 12 KENNYD ALE' � I I �iii 3 MAY 11 j 4ili II 91II a!I PARK„ CRM 10 Ij f ii I �jl II I j j 3 PARK gg 24 � M.E. 5 Z7TI,n. _�— 'L— —''�' I ii .I f U /,,, 4 5 i j 26 ,,WASHINGTON;;;; :::, _ UVITS 7 UTY •/•/•••••,••/•••/coma+ b BEGIN / PROJECT r Z PARK Y RENTON a <? x VICINITY MAP LOCATION MAP REVIEWED FOR COMPLIANCE TO CITYS STANDARDS INDEX OF DRAWINGS TRANSPORTATION SYSTEMS DIRECTOR t - TITLE SHEET UTILITY SYSTEMS DIRECTOR 2 - ROADWAY SECTIIONS 9-27 - PAVING AND CFiANNEUZAT10N PLANS LAKE WASHNGTON BLVD) MAINTENANCE SERVICES DIRECTOR 28 - PAVING AND CHANNEId7-AT10N PLANS a RR TRACK CROS8NG PLAN REVIEW 29 - WALL PROFILES * CITY FlRE MARSH ALL mm,,,� �wS,a„o;Z�T OF RENTON „ ALPHA Engineering Group, Inc. R/W R/W 30' 30' 33' — 34' I i ' l 1 1' 4' 4' 10' 10' 4' 1' PED. BIKE LANE LANE BIKE 1 1 PATH LANE I LANE I s GABION CRIBBING WALL AND GUARDRAIL LOCATIONS ARE SHOWN ON THE PLANS. 3 2 l LONG POST / I GUARDRAIL I r�. PROPOSED °° °°%•%° EXISTING WIDENING (TYP.) SLOPE 20' EXISTING ROADWAY 1 I ABION CRIBBING ' BASKETS TYPICAL SECTION LAKE WASHINGTON BLVD. PEDESTRIAN/BICYCLE FACILITY EXISTING BNRR RAILROAD TRACKS 26' — 27' VARIES 20' LAKE WASHINGTON BLVD. 8' — 10' — i 2" ASPHALT OVERLAY 2' PROPOSED MIN' 1 GUARDRAIL PLANTER PROPOSED WIDENING PROPOSED RUBBER *. KEYSTONE WALL LOCATION 1S KEYSTONE WALL" RAILROAD CROSSING SHOWN ON THE PLAN. EXISTING SLOPE i J GEOGRID REINFORCEMENT TYPICAL SECTION CITY OF RENTON DEPARTMENT OF PUBLIC WORKS BNRR TRACK CROSSING AND TURNAROUND (LID) LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET TYPICAL SECTIONS Dea+o� xx DATE xx FU NAME xx on,,,,w XX o>fa� Xx acAta 1=5 orwwo. XX' ZW%k ALPHA Engineering Group, Inc. "a FEWSO„ BY ,.M DAT¢ APP.D`eu xx sffT 2 27 LEGEND (EXISTING) a SAN. SEWER CLEANOUT GUARD POST C SAN. SEWER MANHOLE (SSMH) MONUMENT IN CASE O STORM DRAIN MANHOLE (SDMH) LC SIGNAL JUNCTION BOX o STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX :--�STORM DRAIN CULVERT R/R CROSSING GATE SEC. 8, T.2.3 N., R•5 E., W.M. C, STORM DRAIN MANHOLE R/R CROSSING SIGNAL ® WATER METER © SIGNAL CONTROLLER BOX -p RRE HYDRANT b-�' STREET LIGHT ASSEMBLY W WATER VALVE TRAFFC SIGN GAS VALVE a SIGN GPI POWER VAULT UTILITY POLE �_-_ TRAFFIC SIGNAL POLE ; / '� TRAFFIC SIGNAL POLE W\LUM. / c— UTILITY POLE ANCHOR / D TELEPHONE RISER TRAFFIC DETECTOR TELEPHONE VAULT — — — SIGNAL CONDUIT Pond 2 LAK WAS NGTpN 6 , 12 V) - zIr J 20 0 20 40 1•-zo• 4 � SCALE FEEr 1 I CITY OF REN TON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNEUZATION & PAVING PLAN DEMtQMM XX D.T5 Xx I.,. Lw_P2 oRA—, K.B. DEW TE; a-PLOTPLOTna.�E 1'-20• ewro o. )0(DOATEOCf-iDW 5.21 PM p�+� XX DUG NAME Q\TRANS\16T7012\mANSxLMy2 pD. iev�a� er wr'ti pwTL .nwo� XX Off+ 28 os Na ,67702 � ALPHA Engineering Group, Inc. .,�, 3 LEGEND (EXISTING) SAN. SEWER CLEANOUT GUARD POST I / O SAN. SEWER MANHOLE (SSMH) ® MONUMENT IN CASE �VI O� C STORM DRAIN MANHOLE (SDMH) a SIGNAL JUNCTION BOX O STORM DRAIN CATCH BASIN Z SIGNAL JUNCTION BOX STORM DRAIN CULVERT c R/R CROSSING GATE 4D STORM DRAIN MANHOLE -c�-: R/R CROSSING SIGNAL 0 WATER METER ® SIGNAL CONTROLLER BOX -(�- FIRE HYDRANT q_ STREET LIGHT ASSEMBLY * WATER VALVE Mt TRAFFIC SIGN C GAS VALVE n SIGN C POWER VAULT 0--___ TRAFFIC SIGNAL POLE UTILITY POLE �. TRAFFIC SIGNAL POLE W\LUM. UTILITY POLE ANCHOR o TELEPHONE RISER ' TRAFFIC DETECTOR L� TELEPHONE VAULT — — — SIGNAL CONDUIT 1 IIN SEC. 8, T.23 N., SEC. 5, T.23 N°, R.5 E., W.M. I R.5 E., W.M. I i c 1 RETAINING WALL (TYP.) U) r; r �- W W GUARDRAIL (TYP.) 80+20 _ :... O O to 00 LAKE WASHINGTON BLVD. 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SEC. 5, T.23 N., R.5 E., W.M. o TELEPHONE RISER _ TRAFFIC DETECTOR �T TELEPHONE VAULT — — SIGNAL CONDUIT 85+20 END TAPER RT. & LT. v � RETAINING WALL (TYP.) 84+50 z 2 BEGIN TAPER RT. & LT. Z 81+70 _ - W GUARDRAIL (TYP.) 83+75 w CD ...- -...:. Q o 85+v0 ��� o r Q 1 35: 0 *LAKE WASHfNGTON BLVD. ' _ lLW 85+01 P.T. _ rI 20 0 20 40 sC.4-E FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHIGNTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN DFOOND XX DATb XX LW34 NEW. PLOT D 0*0 ATE 4-OCT-1994 2:_PM CNECKE K JOB NO. E 1537012f�,LTRTt:\Pw+Suw_P. Awk ALPHA Engineering Group. Inc. c� � SCALE. r-2o' °'"••""°. o�. 28 w terror sv A.iw DATt ANIIOY� r�T 5 LEGEND (EXISTING) SAN. SEWER CIEANOUT GUARD POST u SAN. SEWER MANHOLE (SSMH) ® MONUMENT IN CASE O STORM DRAIN MANHOLE (SDMH) E SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN El SIGNAL JUNCTION BOX STORM DRAIN CULVERT D " R/R CROSSING GATE 0 STORM DRAIN MANHOLE = R/R CROSSING SIGNAL ® WATER METER ,M, SIGNAL CONTROLLER BOX -6 FIRE HYDRANT STREET LIGHT ASSEMBLY N WATER VALVE eo TRAFFIC SIGN ❑ GAS VALVE SIGN QP POWER VAULT 0= TRAFFIC SIGNAL POLE i- UTILITY POLE ANCHOR UTILITY POLE C:tZ- TRAFFIC SIGNAL POLE W\LUM. SEC. 5, T.23 N., R.5 E., W.M. � o TELEPHONE RISER TRAFFIC DETECTOR T TELEPHONE VAULT - - - SIGNAL CONDUIT 9E" Metro SS SSM4+, u i 88+00 88+70 BEGIN TAPER RT. & LT. END TAPER RT. & LT. O RETAINING WALL (TYP.) GUARDRAIL (TYP.) Z Z �- w ww w_ _ V) O O o . go-OG U 18 ,3'S6" 'N 35:1 TAPER L) o ' LAKE WASHINGTON BLVD. ' o m o ; .. rt.:::r o � rn rn Ln 20 0 20 440 1'-20. ScaF FEET CITY OF RENTON DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZA110N & PAVING PLAN DEJ10E xx D„r& XX ma wmL LW_P5 vtM.. PLOT anRwlu K.B. DATE: 29-SEFT-IW4 11:22 AY dKT�D XX ' E 1 �20 owvo IG xx �� I&TTM2 nm2�,++s.L.�s �` ALPHA Engineering Group, Inc. of 28 1a 1lvslw er •.'n. wTe u'no.� XX wffT 6 LEGEND (EXISTING) 0 SAN. SEWER CLEANOUT GUARD POST Q SAN. SEWER MANHOLE (SSMH) ® MONUMENT IN CASE C STORM DRAIN MANHOLE (SDMH) % SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN m SIGNAL JUNCTION BOX ==:(STORM DRAIN CULVERT R/R CROSSING GATE o; STORM DRAIN MANHOLE R/R CROSSING SIGNAL EsWATER METER SIGNAL CONTROLLER BOX �? FIRE HYDRANT P—C' STREET LIGHT ASSEMBLY W WATER VALVE i O GAS VALVE TRAFFIC SIGN SIGN 75-1 POWER VAULT TRAFFIC SIGNAL POLE o UTILITY POLE TRAFFIC SIGNAL POLE W\LUM. SEC. 5, T.23 N., R.5 E., W.M. E— UTILITY POLE ANCHOR o TELEPHONE RISER F; TRAFFIC DETECTOR •— I (r l TELEPHONE VAULT — — — SIGNAL CONDUIT i I 96 SS SSMH c it 8 iIf fi o { f i i I c O RETAINING WALL (TYP.) 93+50 GUARDRAIL (TYP.)Ll co O Y. N LAKE WASHINGTON BLVD. - aV+Oo _ L) p 25:1 TAPER _ _ _ _ i _ N < o 150' R + 12' G ,2' G 2' C o 70:1 TAPERd. + 01 a N --�91+35 93+35 BEGIN TAPER RT. k LT. END TAPER RT. & LT. 94+85 e' r SSMH BEGIN SHLDR. TAPER RT. 95 '55 EN SHLDR. TAPER RT. 20 0 20 40 SCALE FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION do PAVING PLAN Derna�DeT q,pt y! Xx DATE XX w.e LW-PB DATE; -C- W 7 r DcMAC T?M2WNS�LM¢\mVS\tB SOALF, ,'_20' eww.oa XX JOB NO, 1617012 ALPHA Engineering Group, Inc. BY D,R ,,.,a Xx 7 28 LEGEND (EXISTING) SAN. SEWER CLEANOUT GUARD POST C SAN. SEWER MANHOLE (SSMH) G MONUMENT IN CASE C STORM DRAIN MANHOLE (SDMH) ® SIGNAL JUNCTION BOX C STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX )=_=( STORM DRAIN CULVERT R/R CROSSING GATE 0 STORM DRAIN MANHOLE . R/R CROSSING SIGNAL e WATER METER Q SIGNAL CONTROLLER BOX -6 FIRE HYDRANT STREET LIGHT ASSEMBLY IN WATER VALVE TRAFFIC SIGN C GAS VALVE SIGN © POWER VAULT 4 UTILITY POLE 5==- TRAFFIC SIGNAL POLE E— UTILITY POLE ANCHOR C��--�� TRAFFIC SIGNAL POLE W\LUM. SEC. 5, T.23 N., R.5 E., W.M. c TELEPHONE RISER 1I TRAFFIC DETECTOR 0 TELEPHONE VAULT — — — SIGNAL CONDUIT ,�SI.AH 24' S, r 96+45 BEGIN TAPER RT. & LT. 98+95 END TAPER RT. do LT. n GvIB z o w W ----� -r� V) T _ N LAKE WASHINGTON BLVD. �� ��� v�j _�� N < G - Gv O 0 + ,2 c� ' IWM M,F, I -�. 15' SD (m 12' SD m -ur^ mH V) wms N B cN•H`.' T� J ° i G ILul ' m w \ CITY OF RENTON 4 DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. 20 0 20 40 ( I ( COULON PARK TO NORTH 44TH STREET 1'-20' SCALE FEET � CHANNEUZATION & PAVING PLAN vew PLOT OEyO4 XX DATE xX rat MAN& LJ28 DAT[ 29-SEPT-1994 it;33 AYDR— K.B. DWO MAW-* G\rnAN5\1&T=2\wLAMS\LWp7 cwc 20• nw.rd X JOB MD. 1537012 COCK@: XX E` 1'- w ALPHA Engineering Group, Inc. l �T D 0T wTc Ao�gpym roc per, 8 LEGEND (EXISTING) o SAN. SEWER CLEANOUT GUARD POST Cl SAN. SEWER MANHOLE (SSMH) MONUMENT IN CASE 0 STORM DRAIN MANHOLE (SDMH) Z SIGNAL JUNCTION BOX STORM DRAIN CATCH BASIN a SIGNAL JUNCTION BOX --K STORM DRAIN CULVERT ate— R/R CROSSING GATE e- STORM DRAIN MANHOLE w R/R CROSSING SIGNAL ® WATER METER SIGNAL CONTROLLER BOX FIRE HYDRANT STREET LIGHT ASSEMBLY pt WATER VALVE ap TRAFFIC SIGN C GAS VALVE ,L SIGN J POWER VAULT r,--___ TRAFFIC SIGNAL POLE UTILITY POLE TRAFFIC SIGNAL POLE W\LUM. e- UTILITY POLE ANCHOR a TELEPHONE RISER TRAFFIC DETECTOR T TELEPHONE VAULT — — —SIGNAL CONDUIT SEC. 5, T.23 N., R.5 E., W.M. ;MH se- « 105+25 101+50 END TAPER RT. & LT. RETAINING WALL (TYP.) BEGIN TAPER RT. k LT. GUARDRAIL (TYP.) o 102+90 104+00 m z d � r- Z `— w w w :.�. `O LAKE WASHINGTON BLVD+ `+°° M to + r. hME SDMH Wv r�� �' y N SJdH y \ i ii I I rr i 20 0 20 40 \_1 CITY OF RENJPLAAN 1'-20' SDIdH �F�` DEPARTMENT OF PUBLI SCALE �r LAKE WASHINGTO COULON PARK TO NORTH 4 CHANNEUZAT10N & PAVDEbO®, xx DAT5 xx DNA", at.DT cwr>�, XX xe1 �20 DATC: S.\TRAN\a 11:36 Au DNMI lB3M2sV�m2\vl,�a,lwya ALPHA Engineering Group, I c. „o „E,,,�„ ,,,«o,�, XX 8 coB Na 16T7D12 LEGEND (EXISTING) o SAN. SEWER CLEANOUT GUARD POST C SAN. SEWER MANHOLE (SSMH) MONUMENT IN CASE 0 STORM DRAIN MANHOLE (SDMH) ® SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN a SIGNAL JUNCTION BOX .sm-< STORM DRAIN CULVERT 0--- R/R CROSSING GATE 0 STORM DRAIN MANHOLE -'tza R/R CROSSING SIGNAL ® WATER METER SIGNAL CONTROLLER BOX v FIRE HYDRANT STREET LIGHT ASSEMBLY m WATER VALVE -ao TRAFFIC SIGN ❑ GAS VALVE a SIGN POWER VAULT TRAFFIC SIGNAL. POLE 2==- - UTILITY POLE ANCHOR UTILITY POLE F— TRAFFIC SIGNAL POLE W\LUM. SEC. 5, T.23 N., R.5 E., W.M. '`�'� p TELEPHONE RISER L TRAFFIC DETECTOR TELEPHONE VAULT — — —SIGNAL CONDUIT O 106+20 RETAINING WALL (TYP.) }~ GUARDRAIL (TYP.) z O w z x LU N w w F v o i1C+CC o O � I I LAKE WASHINGTON BLVD. ' 59�M O bi o I � ` p i > �\ \ \ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 20 0 20 +o \\ % \/ LAKE WASHINGTON BLVD. 1"-20' \vim U COULON PARK TO NORTH 44TH STREET scAl CHANNEUZA71ON & PAVING PLAN cesor�. XX DATB XX stE rN f LW-P9 DATE �-,YG4 11:29/J+ dui Ka SC.�aE 1"�2(Y uwr.on XX e a E c9?av&nm2w suwft Awk ALPHA Engineering Group, Inc. Xx 28 wa ++erro-+ er •r.w wTe ..wow. XX affr, 1O a LEGEND (EXISTING) o SAN. SEWER CLFANOUT ° GUARD POST O SAN. SEWER MANHOLE (SSMH) $ MONUMENT IN CASE 0 STORM DRAIN MANHOLE (SDMH) E SIGNAL JUNCTION BOX O STORM DRAIN CATCH BASIN E SIGNAL JUNCTION BOX >---: STORM DRAIN CULVERT R/R CROSSING GATE C STORM DRAIN MANHOLES R/R CROSSING SIGNAL ® WATER METER ® SIGNAL CONTROLLER BOX { FIRE HYDRANT STREET LIGHT ASSEMBLY N WATER VALVE �..E, TRAFFIC SIGN ❑ GAS VALVE OP POWER VAULT a SIGN o UTILITY POLE TRAFFIC SIGNAL POLE �- UTILITY POLE ANCHOR a:;:�— TRAFFIC SIGNAL POLE W\LUM. ❑ TELEPHONE RISER j TRAFFIC DETECTOR SEC. 5, T.23 N., R.J E., W.M. TELEPHONE VAULT — — —SIGNAL CONDUIT 96" SS SSUH ss 111+00 p BEGIN TAPER RT. & LT. LW 114+3— P.C. 777r��(((/// 111+35 ] w Z 111+ 0 END TAPER RT. & LT. GUARDRAIL (TYP.) 112+90 RETAINING WALL (TYP.) 11 +2Q. N w r p o Q 35:1 TAPER LAKE WASHINGTON BLVD. ? - + ..,5 v CITY OF RENTON. DEPARTMENT OF PUBJC WORKS LAKE WASHINGTON BLVD. 20 0 20 ,o 1,-ZO COULON PARK TO NORTH 44TN STREET SCAU FEET CHANNEUZATION & PAVING PLAN Deem®, xx 2. DATe xx sas w.e LW�10 DAZE 'S-0CT-199t vxw. PLOT ❑q AMIF DJOBwo"u+E c\TRA"5\76T7072\RN15\Lw310 eoAtE 1'-20' owMr�w )0("° 18S'D12 ALPHA Engineering Group, Inc. ,, ,. ,,.ti ❑,� xx ..rT, 11 — 28 LEGEND (EXISTING) SAN. SEWER CLEANOUT GUARD POST C SAN. SEWER MANHOLE (SSMH) E MONUMENT IN CASE C STORM DRAIN MANHOLE (SDMH) 9 SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX STORM DRAIN CULVERT R/R CROSSING GATE 9 STORM DRAIN MANHOLE R/R CROSSING SIGNAL EE WATER METER SIGNAL CONTROLLER BOX �. FIRE HYDRANT 4—r'��c STREET LIGHT ASSEMBLY DE WATER VALVE O GAS VALVE �1 TRAFFIC SIGN SIGN aP POWER VAULT TRAFFIC SIGNAL POLE o UTIUTY POLE c— UTILITY POLE ANCHOR -t' TRAFFIC SIGNAL POLE W\LUM. c TELEPHONE RISER LJ TRAFFIC DETECTOR C TELEPHONE VAULT — — — SIGNAL CONDUIT SEC. 5, T.23 N., R.5 E., W.M. i - GUARDRAIL (TYP.) �• S� 1 L W '=0+i 2.46 P.T. 117+DD 2 BEGIN TAPER RT. & LT. 117+35 //y / o END TAPER RT. & LT.LU K 41 0 35:7 TAPER yr✓ SSMHy o 1oIle I t LAKE WASHINGTON BLVD. s .., SSMH i i f 20 0 20 40 I SCALE FEET CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHIGNTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNEUZA110N & PAVING PLAN DeroN® XX DAM xx ma wNc LW311 ME*. PLOT DAM a-DcT-law lass•N D.G NE- u.c\msxs\1anm21PLMSw.P11 DwE. XX 3CA 1'-20' A 8 NQ 16T7D12 Zwk i R ALPHA Engineering Group, Inc. �, ..� a,E xx :., 12 — 28 LEGEND (EXISTING) a SAN. SEWER CLEANOUT GUARD POST 0 SAN, SEWER MANHOLE (SSMH) `" MONUMENT IN CASE O STORM DRAIN MANHOLE (SDMH) B SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN G SIGNAL JUNCTION BOX --<STORM DRAIN CULVERT — R/R CROSSING GATE 0 STORM DRAIN MANHOLE v R/R CROSSING SIGNAL ES WATER METER SIGNAL CONTROLLER BOX SEC. 5, T.23 N., R.5 E., W.M. FIRE HYDRANT STREET LIGHT ASSEMBLY DG WATER VALVE .q.t, TRAFFIC SIGN \ d GAS VALVE a SIGN POWER VAULT TRAFFIC SIGNAL POLE o UTILITY POLE aft TRAFFIC SIGNAL POLE W\LUM. F- UTILITY POLE ANCHOR o TELEPHONE RISER J TRAFFIC DETECTOR TELEPHONE VAULT — — — SIGNAL CONDUIT / 125+50 123+90 BEGIN TAPER RT. & LT. END TAPER RT. do LT. Z 1 +7 w w i RETAINING WALL (TYP.) �_ �- �- - " + �"' '"� " q ti J = EGI 80TAPER RT. k LT. 121+80 , '� n nr U N GUARDRAIL (TYP_` N GT N B �, 0 0 ° sLAKE W ASH���, I •,, � __-- _- _ _ - ,; t I, LW 124+50.Y P.T. %! O �i�//j{� \L 122+7=.38 P.C. �4 i i L 20 0 20 40 1'-20' SCALE FEET CITY OF RENTON DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. 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SEWER MANHOLE (SSMH) 3 MONUMENT IN CASE \\\ v C STORM DRAIN MANHOLE (SDMH) Ci SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX / �_,STORM DRAIN CULVERT R/R CROSSING GATE 0 STORM DRAIN MANHOLE lea= R/R CROSSING SIGNAL \ '6' m WATER METER ® SIGNAL CONTROLLER BOX SEC. 5, T.23 N., R.5 E., W.M. \ s � FIRE HYDRANT STREET LIGHT ASSEMBLY Da WATER VALVE 0 GAS VALVE a TRAFFIC -o- SIGN / SEC. 32 T.24 N., R.5 E., W , I POWER VAULT yam__ TRAFFIC SIGNAL POLE \ \ UTILITY POLE UTILITY POLE ANCHOR ,�,-. TRAFFIC SIGNAL POLE W\LUM. �— TELEPHONE RISER TRAFFIC DETECTOR / CITY OF RENTON C TELEPHONE VAULT — — — SIGNAL CONDUIT DEPARTMENT OF PUBLIC WORKS / LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNEUZA71ON & PAVING PLAN 20 0 20 40 DES od XX DAT5 XX n,e„A+4, LW-P13 vEM`. PLOT 1--20' DwAwla K_H. 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SEWER MANHOLE (SSMH) s' MONUMENT IN CASE 0 STORM DRAIN MANHOLE (SDMH) Z SIGNAL JUNCTION BOX p STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX STORM DRAIN CULVERT r= --- R/R CROSSING GATE 0 STORM DRAIN MANHOLE R/R CROSSING SIGNAL ® WATER METER CH: SIGNAL CONTROLLER BOX -6- FIRE HYDRANT STREET LIGHT ASSEMBLY m WATER VALVE TRAFFIC SIGN p GAS VALVE � SIGN POWER VAULT SEC. 31, T.24 N., R.5 E., W.M. a UTILITY POLE `�_" TRAFFIC SIGNAL POLE o. n- F— UTILITY POLE ANCHOR ` TRAFFIC SIGNAL POLE W\LUM. c TELEPHONE RISER C TRAFFIC DETECTOR I TELEPHONE VAULT — — — SIGNAL CONDUIT co 7777777777777 --� LA ' WASHINGTON D. o SL V o $ ------------ Q 6 SS LMg SD U�� .11-i Wl, I V � � n 00 1 1 � 1 ICITY OF RENTON 1'-2020 0 20 7 ,S \' 1 DEPARTMENT OF PUBLIC WORKS SCALE FEET ' i I 1 LAKE WASHINGTON BLVD. 1 COULON PARK TO NORTH 44TH STREET CHANNELIZATION AND PAVING PLAN wog 4 i , , Deror� xXXx 0-m xx nE w.6 LW—PIS DAMS-OR-1994 45E/�M ` PI�wM DMO MA1E: Q\TRANS\16T7012w1A,lS\LMy,6 C ®: XX E 1��20 owwCR XX im Na 153=2 �� ALPHA Engineering Group, Inc. ,, "O� xx wftm 17 — 28 LEGEND (EXISTING) U SAN. 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SEWER MANHOLE (SSMH) a MONUMENTIN CASE p STORM DRAIN MANHOLE (SDMH) ® SIGNAL JUNCTION BOX G STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX =d STORM DRAIN CULVERT R/R CROSSING GATE STORM DRAIN MANHOLE ce R/R CROSSING SIGNAL ® WATER METER C�ED SIGNAL CONTROLLER BOX FIRE HYDRANT w Dd WATER VALVE 6 STREET LIGHT ASSEMBLY TRAFFIC SIGN SEC. 31, T.24 N., R.5 E., W.M. -y 1 Q GAS VALVE s SIGN \s POWER VAULT UTILITY POLE �==_ TRAFFIC SIGNAL POLE o F- UTILITY POLE ANCHOR ��� TRAFFIC SIGNAL POLE W\LUM. o TELEPHONE RISER �, TRAFFIC DETECTOR 1 T[-1 TELEPHONE VAULT — — —SIGNAL CONDUIT i 1 I W j' W W LV'•' 159+42.90 A.P, i uA S v=i 157+20 \ e I/ SSM -- 0 END TAPER RT. & LT. �� o-r-�- • �v = N 20 _ _____ - LAKE WASHINGTON BLVD. � o 0 o µ• + DITCH Q BEGIN TAPER RT. & LT. i�� C✓ � SS I / vN� �r ` �` _ _,_,.` � . \ kC. 32 T.24 N., R.5 E., W.M. \ \ CITY OF REN TON \ DEPARTMENT OF- PUBLIC WORKS \ ` LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET \ ` \ CHANNEUZATION & PAVING PLAN 20 0 20 40 DEOXWEN xx D•Te xx Lj- JOB y1m PLOT 7 -20' K.B. DATE a-OCT-toes (k"Pm DIG KWIC Q�TSVaS7M2\PLN6\Lw_M9 SCALE FEET ntta® XX scxe 1'-20' eu..on MO. 1 2 AN ALPHA Engineering Group, Lnc. „, � ., . ....� ,,� i+�nov a xx a�T, 20 LEGEND (EXISTING) / / o SAN. SEWER CLEANOUT GUARD POST v SAN. SEWER MANHOLE (SSMH) a MONUMENT IN CASE / O STORM DRAIN MANHOLE (SDMH) S. SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN m SIGNAL JUNCTION BOX STORM DRAIN CULVERT -z- R/R CROSSING GATE ' 0 STORM DRAIN MANHOLE �, R/R CROSSING SIGNAL SEC. 31 T.24 N., R.5 E., W.M. ® WATER METER SIGNAL CONTROLLER BOX lj FIRE HYDRANT �� STREET LIGHT ASSEMBLY N WATER VALVE TRAFFIC SIGN C GAS VALVE r SIGN i POWER VAULT Cr=>_ TRAFFIC SIGNAL POLE / o UTILITY POLES E-- UTILITY POLE ANCHOR TRAFFIC SIGNAL POLE W LUM. / D TELEPHONE RISER TRAFFIC DETECTOR SEC. 32 T.24 N., R.5 E., W.M. 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SEWER MANHOLE (SSMH) s MONUMENT IN CASE C STORM DRAIN MANHOLE (SDMH) 2: SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN Z SIGNAL JUNCTION BOX ¢_ STORM DRAIN CULVERT CZ R/R CROSSING GATE 0 STORM DRAIN MANHOLE --,- R/R CROSSING SIGNAL E WATER METER M; SIGNAL CONTROLLER BOX -b- FIRE HYDRANT p�J STREET LIGHT ASSEMBLY w WATER VALVE TRAFFIC SIGN SEC. 32 T.24 N., R.5 E., W.M. C GAS VALVEC, SIGN POWER VAULT = o- UTILITY POLE 2= TRAFFIC SIGNAL POLE UTILITY POLE ANCHOR TRAFFIC SIGNAL POLE W\LUM. TELEPHONE RISER L_( TRAFFIC DETECTOR TELEPHONE VAULT — — — SIGNAL CONDUIT ' r i .SMH N 170+DO 9e' s- W g BEGIN TAPER LT. & RT. 171+40 _ END TAPER LT. & Rcly T. — D W t- i 70 rju o O � o ------ — — � — 35.1 TAPER = �— �,� ,- n LAKE WA,%S ON BL VD. ��aH 1..:y.4 v tp ..5�' 11 o �+ o ,— 5J n CA 171+71,91 O.S. >`\ \ ' IPA \ \ CITY OF RENTON \ \ DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. \ \ COULON PARK TO NORTH 44TH STREET CHANNELIZAIION & PAVING PLAN 20 0 20 40 of■a.® xx oA.e xx pu N,.E. 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SEWER MANHOLE (SSMH) ® MONUMENT IN CASE O STORM DRAIN MANHOLE (SDMH) ® SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN m SIGNAL JUNCTION BOX -- STORM DRAIN CULVERT R/R CROSSING GATE 0 STORM DRAIN MANHOLE �zs R/R CROSSING SIGNAL ® WATER METER ® SIGNAL CONTROLLER BOX p FIRE HYDRANT STREET LIGHT ASSEMBLY DC WATER VALVE ....p TRAFFIC SIGN O GAS VALVE SIGN I P POWER VAULT TRAFFIC SIGNAL POLE F UTILITY F UTILITY POLE ANCHOR C' TRAFFIC SIGNAL POLE W\LUM. ❑ TELEPHONE RISER TRAFFIC DETECTOR TELEPHONE VAULT — — — SIGNAL CONDUIT SEC. 32, T.24 N., R.5 E., W.M. i i i j i i I i I SS1.1H Y N 176+25 RETAINING WALL (TYP.) 176+75 I N ~ \� — ~ w w w J w = 1 I = v7 o to O O o 175+00 N 39-48'2" E I ' o U I LAKE WASHINGTON BLVD.' o � o 1 o tv I ♦ SC-VH o �� ir ti \,� CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. 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SEWER MANHOLE (SSMH) MONUMENT IN CASE O STORM DRAIN MANHOLE (SDMH) Z SIGNAL JUNCTION BOX e STORM DRAIN CATCH BASIN 2 SIGNAL JUNCTION BOX ==( STORM DRAIN CULVERT R/R CROSSING GATE 9 STORM DRAIN MANHOLE :ti R/R CROSSING SIGNAL ® WATER METER I-= SIGNAL CONTROLLER BOX -6- FIRE HYDRANT fa WATER VALVE STREET LIGHT ASSEMBLY O GAS VALVE TRAFFIC SIGN IJ POWER VAULT a SIGN o UTILITY POLE (7— TRAFFIC SIGNAL POLE E— UTILITY POLE ANCHOR 'a- *- TRAFFIC SIGNAL POLE W\LUM. a TELEPHONE RISER i TRAFFIC DETECTOR SEC. 32, T.24 N., R.5 E., W.M. TELEPHONE VAULT — - — SIGNAL CONDUIT i i I, 182+50 END TAPER RT. & 90` SS I i w 90^ cg 56" 55 J W = o 35.1 TAPER LAKE W ASHINGTON BLVD.' - I - 313^5 `�� " i' g O N '' i fl- co Q L V) LW 182+70.63 O.S.T. 184+80 186+20 BEGIN TAPER RT. & LT. END TAPER RT. & LT. i i i i i CITY OF RENTON DEPARTMENT OF PUBU C WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNEUZATION & PAVING PLAN 20 0 20 40 OVATE.' PLm�-1984 1.42 PM 1•=20- ���� B DATA XX q.f N41E a'J� DNO NMIE: G 7RA16\73TlD12�PlANS1}11,p24 SCALE �7 GEl:1[FL. XX ODAIE 1"-20' CMw4n R XX De N° ,e w2 �` ALPHA Engineering Group, Inc. 0. „��o , •..n D Te m.nDrm xx arc, 25 of 28 LEGEND (E)(ISTING) o SAN. SEWER CLEANOUT GUARD POST 0 SAN. SEWER MANHOLE (SSMH) MONUMENT IN CASE p STORM DRAIN MANHOLE (SDMH) C9 SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN 2 SIGNAL JUNCTION BOX o-t STORM DRAIN CULVERT R/R CROSSING GATE 0+ STORM DRAIN MANHOLE R/R CROSSING SIGNAL ER WATER METER I� SIGNAL CONTROLLER BOX SEC. 32 T.24 N., R.5 E., W.M. SEC. 29 T.24 N., R.5 E., W.M. -6- FIRE HYDRANT p STREET LIGHT ASSEMBLY �, x WATER VALVE TRAFFIC SIGN 5(,�'V/ ❑ GAS VALVE � SIGN [JP POWER VAULT �___ TRAFFIC SIGNAL POLE E— UTILITY POLE ANCHOR UTILITY POLE a:*- TRAFFIC SIGNAL POLE W\LUM. ❑ TELEPHONE RISER F7 TRAFFIC DETECTOR u' TELEPHONE VAULT — — — SIGNAL CONDUIT I I ' I I 04 N ss G <" G _�• n N ¢ b 190+00 I I v O O + = LAKE WASHINGTON BLVD. ' co 187+05 187+75 o In BEGIN TAPER RT. & LT. END TAPER RT. & LT. O CV 7 7 v 0) 1 i _ t _ t 1 ! 1 I 1 ' i I CITY OF RENTON DEPARTMENT OF PUBLIC WORKS WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 CHANNELIZA110N & PAVING PA- 28NO. 'z ceso,� XX D.7n XX .0 w��e DR—, K.B. D POT SCALE etas 1'.20' owsaDAZE: G:\TRA S\ia 1:31 P11Dac NAYS c�trwrsVanmz\Lxrs\tw32S W` �Lpgq Engineering Group, jllC. „o K,,.b„ .. .,.ti y,.t nrrnov®, xx , 2 1537012 LEGEND (EXISTING) SAN. SEWER CLEANOUT GUARD POST O SAN. SEWER MANHOLE (SSMH) 6 MONUMENT IN CASE i O STORM DRAIN MANHOLE (SDMH) 9 SIGNAL JUNCTION BOX ❑ STORM DRAIN CATCH BASIN 0 SIGNAL JUNCTION BOX _ STORM DRAIN CULVERT D— R/R CROSSING GATE -- C STORM DRAIN MANHOLE R/R CROSSING SIGNAL 100 ® WATER METER SIGNAL CONTROLLER BOX -6- FIRE HYDRANT STREET LIGHT ASSEMBLY It WATER VALVE ❑ GAS VALVE f TRAFFIC SIGN a SIGN F-P—' POWER VAULT _ _� UTILITY POLE TRAFFIC SIGNAL POLE F— UTILITY POLE ANCHORS TRAFFIC SIGNAL POLE W\LUM. 1 o TELEPHONE RISER TRAFFIC DETECTOR � C TELEPHONE VAULT — — — SIGNAL CONDUIT 1 e5+00 N Q � o P OAK + a/ wgSH,N�T PARKING SEC. 29, T`24 N., R.5 E., W.M. SEC. 32, T.24 N., R.5 E., W.M. d/ j I 20 0 2D 40SCALE �� J FEETI 1 1 CITY OF REN TON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET j CHANNEUZATION & PAVING PLAN i ceaal xx ! OgANNr K.9. oArr, xx ta4 tug Lw_P26 xx 80ALZ 1•_20• e Pi i Q\7RA S\f 213 AN im NO.� 15=1res\+ns�mz\nu6\Iwpm k ALPHA Engineering Group, Inc. o, ,� ,o ,. ,,.R ,,� AMIgVm• xx wwT, 27 a. 28 aoe ran tss�ou r / / C.D.HILLMAN'S / I FLAKE WASHINGTON GARDEN OF EDEN CON E' 4 CHAINUW ADDITION TO SEATTLE NO.2 LOT 49 _ —— —l / FEUCE� h \ BLOCK 4 / I / VOLUME 11. PG. 64 GARAGE I! I/ AS-HALT � pt�� j - LOT SC J CONCRETE 6' CONC. RETA+NNG WALL // ...y•::_.},,:;•" x7 /,J% ! / / I /i /, I , LOT 51 / 2�QO / y l l l ! ! I o 4 4. I /'�10' rr:•:•:•:::.•"':'::".:: ! I , 1. / ' 1 �� sau.E FEET 10, BASIS OF DATUMS 30 CITY OF RDrMN .A9«craN BOO.AOL& HOUSE +I l YAPPING PROJECT(MARCH 1992) I // / :' :'.'. j� / / %� / ,// / �J ! I "°amYr%9FOCAL use s C-S. SRVcr LOT 52 KEY ® - / � , •:.".: :"... ,,; PROPOSED RUBBER R TC STA 1+12.05 ` AILROADiCROSSIN�!/ f / �4v CMM PROPOSED WALL LOT 5� i :• .:". rrA / /' ,/ I PROPOSED GUARDRAIL 1 i r �..{{•:: { / 'i.%� �� / / / /�I d /' A% / / �j�'I ---- EXISTING R/W _. —1 /I ,:✓ +.•...- I i ii ">.. / / / i i / ASPHALT ' ! /// t:%:'•t / /. :.! i?.Y) d 1 ' j ' _ �'' 147 / 0 EXISTING PAVEMENT HOUSE i •1 i::.., L ' 'rI.�: TL - /1 , © EXISTING PAVEMENT /'3'03 I / % / '•" l : ....f•,.:;"'':'J ; ." aii��ii�.y ii/ '//�,��.iS/ .�.i.i .::{.-' •'.f•:"1, ! I / / / ,.... ....:. .::': '.• S.�R/;s "'1;, :I�."/.":"::`.`•''::.:•� / I TO BE REMOVED 4z LOT 54 / �_----- OIL TANK CAP iI .-�" , / / %,�•�'.•::: � %:::'::':'.::�":::-•:•:•::".':f:.;�, ,%. f ':•.... �::':'ASPHALT i t /' .'•'.t�r•:Y;.•... '..'•Y.•:•'.-^::•'.'.'S'•;:•,'.•:-:'%.,:-,'.:.:;.'•: ..'-�'-";11 (V/ / .• �-.• .:�.�.:".:..�.. ,� �:"�:J�:`'::::-._:'"�:•.�. ::� / LEGEND (EXISTING) LOT 55 I / ! {� .:�;"A•li;:'•'. :.':' '..:•):r:.:':i•::'•:':•::`.F:.'. y /i. W I' <':"...:. ::.•.•.. : •:y. •:.:.•:'.•. o SAN. R T GUARD POST I ! / SEWS CLEANOU CARPORT :?9;33:{.:;..••• ! /'�•:•:....:.i. C SAN. SEWER MANHOLE 1" � / ! MONUMENT IN CASE ' �� i'i , "i�.'•• / o STORM DRAIN CATCH BASIN ® ELEC. JUNCTION BOX W � �//�'v:;.••••`"�'•::• ) ! / _ STORM DRAIN CULVERT 0 TRAFFIC JUNCTION BOX / : .,�i"Y/::% /: �.• :..:':..::: j STORM DRAIN MANHOLE ASPHALT , f;::":::.,•:'.:'..:.'::'•:::':' /.:::' :./.t ' f C> -- R/R CROSSING GATE "A�PHAL:Y'::::.• T T + 7.0 .%�;% ':' :: . : . :•. ;.i' / ® WATER METER + 6T +20 �� :::::•:•:•. ! ! b FIRE HYDRANT ' R/R CROSSING SIGNAL LOT 56 -——— / ! / ; D4 WATER VALVE 2M SIGNAL CONTROLLER BOX %�/i!/�/ter./ ;• ! STREET LIGHT ASSEMBLY t3 GAS VALVE . POWER VAULT TRAFFIC SIGN •0- UTILITY POLE IL SIGN UTILITY POLE ANCHOR TRAFFIC SIGNAL POLE TELEPHONE RISER a#-(— TRAFFIC SIGNAL POLE W\LUM. l':':.'•...:;:.• i' j 1 / �'.:::....:.;:'••':.`•v d TIC STA 0+00 ;...�� / / / ' .:•.. // QT 163 0.88 TELEPHONE VAULT LW STA TRAFFIC DETECTOR /.: / I / 1i'i.i::: :::•.•1 ! r vEur PIP I i J �i•: ! I ROCKERY LOT 57 STUMP / ! l i / I ' G:'.•':.':.• , TEST HOLE HOUSE f V.•;'.:::":..,:•;. n 1'� A361 ` �`.. , / / / / / o MAILBOXES jv /:•':•' / / � I L.".�..�...:./i ASPHALT �� I ASPHALT (_ :;•N / CITY OF RENTON / ' /f/ �I�/'� / /,� I I/ / //, I�/ %• ! / � j DEPARTMENT OF PUBLIC WORKS 21 J�t!A BNRR TRACK CROSSING PIPE ` ' % // ' I AND TURNAROUND (UO) LOT 58 ' CHANNELIZATION & PAVING PLAN MEY'• det �-- r �! l 1 � / � / t l/ � /rr, ! l �/ !i i�j w� oRA.n+, s6uE 1• � 10• saw.e d DAIS 4-oc�aY><'--�r.72 yur J � r Awk ALPBA EnBlneezing Gtoup, Inc. APR -Te APPR011m way, 28728wR-:C Q\7R.M\MSos RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEMS DIVISION DESIGN REVIEW Project: Lk, k/e,->.4. Blvd. — 1 lkg- ,a.�f` Review Type: 90% bg`LSC1 Project Manager: Pcj Phone #: 2-77 — �>z 1 9 To: ItoK 0kLyK Attn: j2o,1 S+Ykk.a Date: Copy # / Transportation Design 13 Community Services Z Transportation Operations I4 Fire Transportation Planning IS- Police Storm Water Utility Metro Waste Water Utility /J,— WNG Water Utility t 7 Puget Power _7 Street Maintenance _a U.S. West $ Utility Maintenance 17 TCI Cable _?_ Construction Inspection Zo WSDOT /o Development Planning 21 �a•- t/ Plan Review 1 1— Planning and Technical Services PLEASE REVIEW AND RETURN THIS FORM WITH YOUR COMMENTS TO PROJECT MANAGER BY: 9 j �--- Reviewer check appropriate space(s): No comment Reviewed by: See comments below Date Reviewed: See comments attached See comments on Plans Approved by: See comments on Specs Date approved: Comments: Rovi�A/fmwfjb PROJECT #CM-1070(001) CITY OF RENTON LAKE WASHINGTON BLVD . PEDESTRIAN / BICYCLE FACILITY-(SCHEDULE A ) COULON PARK. SOUTH ACCESS ROAD TO NORTH 44TH STREET-ISTEA PROJECT #CM -1070(001) BNRR TRACK CROSSING AND TURNAROUND (LID ) -(SCHEDULE B ) 3700 BLOCK OF LAKE WASHINGTON BLVD. -LID 336 MERCER „/ 6"ST ISLAND v HAgLW00D PARK j �= 28 GRAPHIC SCALE 19 14 `.: 20 o zao vo eoo eoo 21 _ PROJECT 12 1 ................./KENNYDALE' r ,,,,,,,,,, „ 3 MAY 4 PARK - i /.../////////,/,. N I I 25 -- -- - - WASHINGTON ': LwTs *4,Z"4 5 26 27 j. ,./„/,,.,,••••••couLaN :.. BEGIN /.,,./,/.//.,/.•eEAar/ 'i.'g PROJECT r /�/,/,Pn „ :::: SCHEDULE A - SHEETS 3 THROUGH 52 PAWSCHEDULE B - SHEET 53 v 3d RENTON VICINITY MAP LOCATION MAP REVIEWED FOR COMPLIANCE ` , " r w ` TO CITY'S STANDARDS � yy INDEX OF DRAWINGS TRANSPORTATION SYSTEMS DIRECTOR `� :•:rum +�* '" {60 ' 1 TITLE SHEET UTILITY SYSTEMS DIRECTOR ISTEA 2 ROADWAY SECTIONS 1 3-27 SITE PREPARATION PLANS (LAKE WASHNGTON BLVD) MAINTENANCE SERVICES DIRECTOR 28-62 PAVING AND CHANNELIZATION PLANS (LAKE WASHINGTON BLVDJ CITY OF RENTON 63 GRADING. PAVING AND CHANNELIZATION PLAN BNRR TRACK CROSSING) PLAN REVIEW FIRE MARSHALL /0202/" r�m 'W` ALPHA Engineering Group, Inc.Dwa Nu_ DTR.NS\1&77012\TnF91r.DWC .qB NO. !e,77010 R/W R/W R/W NOTES: PROJECT #CM-1070(001) 30' 30' LEGEND 1. MATERIALS AND CONSTRUCTION OF GABION WALLS SHALL CONFORM " VARIES 5' TO 15' 34' VARIES 8' TO 22' 1 2" ASPHALT CONCRETE PAVEMENT CLASS B TO THE "1994 STANDARD SPECIFICATIONS" AND AS NOTED HEREIN. PARAGRAPH NUMBERS INDICATED IN DETAILS OR NOTES ARE REFERENCED I 1 2O 2" ASPHALT CONCRETE PAVEMENT CLASS E TO THE '1994 STANDARD SPECIFICATIONS'. � LONG POST 2' 1' 4' 4' 20' 4' VARIES (0'-1') /I GUARDRAIL P ROADWAY BIKE / f O 6" ASPHALT CONCRETE PAVEMENT CLASS E 2. GABION BASKET CONSTRUCTION SHALL CONFORM TO STANDARD PLAN D-6 PATH LANE / III OF THE "STANDARD PLANS FOR ROADS, BRIDGE AND MUNICIPAL CONSTRUCTION" 1 ® 4" CRUSHED SURFACING TOP COURSE (CITY OF RENTON STANDARD PLANS D009 & DO10). MACCAFERRI SLOPE TO BEIGRADED I OR APPROVED EQUAL MAY BE USED. BETWEEN 1H:1U TO / I 50 CEMENT CONCRETE RAILROAD CROSSING 2H:1V AS D14CTED 3 8 3 I u I 6 BEAM GUARDRAIL TYPE 1 3. FILL FOR GABION BASKETS SHALL BE 4 INCH TO 6 INCH GRANITE OR BASALT BY THE ENGIN ER. 2 2 O QUARRY SPALLS. / 7 GRAVEL BACKFILL FOR WALL PER 9-03.12 2 O ( ) 4. EXISTING EXPOSED SUBGRADE SHALL BE COMPACTED TO A FIRM NON-YIELDING 4 4 t PLACED AND COMPACTED IN 8" LIFTS STATE WITH THREE PASSES OF VIBRATORY COMPACTOR. SPECIFIED PRECAUTION VARIES VAR EXISTING CEMENT CONC. ARV ® FABRIC REINFORCEMENT SHALL BE TAKEN IN WET WEATHER. 4'-8' 0'-6' ROADWAY 0'-4'0'-4' EXISTING I 5. BACKFILL SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DRY DENSITY SLOPE TYPICAL SECTION CONFORMING TO ASTM D 1557. (LAKE WASHINGTON BLVD. PEDESTRIAN/BICYCLE FACILITY) 6. FOR GABION WALLS 5-O" AND UNDER, 4'-0" VERTICAL IS ALLOWED IN DRY DENSE NATIVE MATERIAL (DRY SEASON ONLY). FILTER FABRIC MATERIAL 7. HEIGHT AND LOCATION OF GABION WALL MAY VARY IN THE FIELD. CONTRACTOR r1� 6:1 BATTER USE STAPLES OR WIRE 1H:1V MAX. SLOPE Y RINGS TO ATTACH FABRIC SHALL MAKE ADJUSTMENTS DEPENDING ON FIELD CONDITIONS AND AS DIRECTED 1:1 MAX. SLOPE FOR BENCHED TO FENCE. BY THE ENGINEER. GABION BASKETS � �_ TEMPORARY EXCAVATIONSEE NOTES 2" BY 2" BY 14 GA. WIRE 8. PROVIDE 4" DIAMETER SOLID PVC PIPE AT MIDWAY SPAN OR AS DIRECTED _I MESH OR EQUIV. BY THE ENGINEER. GRADE FOOTING DRAIN ® 0.01 FT/FT TOWARD CENTER EXISTING ROADWAY FILL OF WALL FROM BOTH SIDES FOR ADEQUATE DRAINAGE. PROVIDE ADEQUATE a �— o EROSION PROTECTION AND ENERGY DISSIPATION AT PIPE DAYLIGHT AS DIRECTED BY THE ENGINEER. 4" 0 SOLID o COMPACT EXPOSED ROADWAY FILL a PVC PIPE o 9. REFER TO MANUFACTURER'S CONSTRUCTION MANUAL AND SPECIFICATIONS FOR I (SEE NOTE 8) WITH PLATE COMPACTOR I INSTALLING SEGMENTAL CONCRETE RETAINING WALL. PROVIDE 3/4"-1 1/2" WASHED , .2 GRAVEL GRAVEL BACKFILL FOR WALLS PER 9-03.12(2) GRAVEL BACKFILL OR COMPACTED NATIVE SOIL AS DIRECTED 10, PLACED & COMPACTED IN 8" LIFTS QUARRY SPALLS. 1 BY THE ENGINEER. PER 9-13.6 FILTER FABRIC, AMOCO 4545 OR EQUAL 8" MIN. P LANE BITUMINOUS r HAND COMPACTED 5_p" 4" COVER OF GRAVEL BACKFILL PER 9-03.12(4) BURY BOTTOM OF FILTER MATERIAL PAVEMENT 2" SUBGRADE 1 _p" 4"0 PERFORATED PVC PIPE PER 9-05.2(6) IN 8" X 12" TRENCH. _ 2" BY 2" WOOD POST "� - - - - - - _ _ — _ _ _ SECTION A-A (6' MAX SPACING BETWEEN POSTS) (LW 83+50t TO LW 87+50f) FILTER FABRIC FENCE DETAIL BITUMINOUS PLANING DETAIL (LW 129+00t TO LW 131+00f) (SEE STANDARD PLAN B066) NOT TO SCALE (LW 113+50t TO LW 114+75t) NOT TO SCALE / EXISTING BNRR RAILROAD TRACKS 0 35' I =_I 9' 2' 20' 4' I 4' LAKE WASHINGTON BLVD. COVER SLOPE WITH JUTE MAT AND 4'_6" LANDSCAPE SECTION B—B DIRECTED 6 1 t 1 (LW 106+50t TO LW 111+30t) BY THE ENGINEER.------\ 1 -0" (LW 112+90t TO LW 115+20t) WEST a a (LW 128+50t TO LW 129+00t) KEYSTONE WALL R/W OR APPROVED EQUAL 4 1' 3' 2 8 4 (SEEAX.NOTE 9) 5 + PARKING PED. / PATH i EXISTING SLOPE 0 1 GEOGRID 7 I REINFORCEMENT ` (SEE NOTE 9) 2 TYPICAL SECTION ON TC LINE OEP RITMENT OO Reuc OWORKS 1:1 MAX 4 BNRR TRACK CROSSING AND TURNAROUND LID LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 1'-0" TYPICAL SECTIONS SECTION C—C Del a�. 0Am 2i3/95 P� sEcaa+s `.�ETR PLOT pnwnw K.H. 0: oxy2/w 10,0- (LW 152+70 TO LW 153+67) ZW%k M.A, SOAL& �+..�• XX°.,owe a E 837012 enmsVECTgrsorcV-0" ALPHA Engineering Group. Inc. a n[wou er : �DArfAPPPOVM XX waT, 2 - 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. "STD"H SAN. SEWER MANHOLE k WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS_ STORM DRAIN MANHOLE GAS VALVE TELEPHONE RISER 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. m� STORM DRAIN CULVERT TELEPHONE VAULT'-' 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS ' 7 STORM DRAIN MANHOLE POWER VAULT TRAFFIC ITEMS. DITCH z JUNCTION BOX WATER METER GUARD POST UTILITY POLE BRASS PLUG <- U11UTY POLE ANCHOR R/R CROSSING GATE -f LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL = SIGN RIGHT OF WAY SEC. 8, T.23 N., R.5 E., W.M. --- ~` - REMOVE EXISTING PAINT STRIPE & LANE MARKERS (SEE NOTE 4) LAKE WASHINGTON BLVD. --------__-- - _ �.--- - to t , +• ^ L, L - _�-� _ lam'•:��. -_ -,�� /i/ EXISTING CURVE DATA TABLE PI STATION RADIUS LENGTH TANGENT DELTA LW 67+51.00 1514.43' 1750.00' 987.40' 66'12'30' LW 117+30.06 1273.24' 574.75' 292.36' 25 51'S0' ✓� //!� i/ ///iY LW 123+62.99 1909.86' 175.09' 87.61' 05'15'10' LW 126+87.49 716.20' 163.91' 82.31' 13'06'46' � LW 130+19.94 1145.92' 491.47' 249.57' 1 24-34'24" LW 134+22.55 674.07' 315.53' 160.71' 24*49'13' LW 143+77.37 1353.44' 1399.25' 769.41' 59'14'06' LW 152+10.77 1591.55' 434.81' 218.77' 15*39'11" j:' 't LW 195+83.03 1145.92' 1065.40' 574.71 53-16'13' EXISTING SPIRAL CURVE DATA TABLE0 STATION DELTA THETA RADIUS LENGTH L TAN S TAN TAN i I i ±i r --� SC LW 167+01.34 0325'12' 1909.88' 228.00' 152.03' 76.03 JI CS LW 169+53.46 0753'39" 1829.86' 252.11' 126.26' ! ; 20 0 20 40 C)TY OF RENTON ST LW 171+81.46 03'25'12" 1909.86' 228.28' 152.03' 76.03 '._20 DEPARTMENT OF PUBLIC WORKS Sc LW 179+73.03 01,40148" 1909.86' 112.DO' 74.67' 37.3W SCALET CS I LW 181+63.49 0529'03" 1989.86' 1 190.46' 95.30' LAKE WASHINGTON BLVD. ST I LW 182+75.49 01'40'48' 1909.86' 1 112.00 1 74.67' 1 37.34' COULON PARK TO NORTH "TH STREET * SOURCE. BNRR PLAT MAPS SITE PREPAR3 s ON PLAN DAM mi e Lw_sa2 onwwu K 8. vEw. PLQT ]=At5 1'� ee.wew rx XX DAiG a2//o02/A9 37012\ c�cc�, M.A. �' oec NM"o-- G37012 anm2W.Ws�1ry2.orc ..o. xvrw" e. .w", o..e .... YX e.a*, 3 0.. ,os Na ,e»o,x AN ALPHA Engineering Group, Inc. 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(00T) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR o SAN. SEWER CLEANOUT ti FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. r �SDMH STORM DRAIN MANHOLE O� GAS VALVE FILTER FABRIC FENCE TELEPHONE RISER � 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND c STORM DRAIN CATCH BASIN (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CULVERT TELEPHONE VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS =a `J 4 STORM DRAIN MANHOLE ! POWER VAULT TRAFFIC ITEMS. DITCH JUNCTION BOX 0 EXISTING PAVEMENT 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST TO BE REMOVED FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND -.- UTILITY POLE % BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. C y LUMINAIRE ON UTILITY POLE + R/R CROSSING SIGNAL SIGN RIGHT OF WAY 1 i SEC. 8, T.23 N., SEC. 5, T.23 N., R.5 E., W.M. R.5 E., W.M. ' - ----- REMOVE EXISTING RAILROAD -- CLEARING AND GRUBBING LIMIT LL CROSSING SYMBOL _--_--"'-- _- -- (SEE SPECIAL PROVISIONS) _ _ LW 79+4 RELOCATE EXISTING � rj n -'~ BEGIN FILTER 2 _ --- UTILITY POLE r FABRIC FENCE W REMOVE EXISTING PAINT STRIPE ADJUST EXISTING GAS VALVE (BY OTHERS) W LANE MARKERS (SEE NOTE 4) BOX & COVER TO GRADE N ' r Ln _ �t REMOVE EXISTING PAINT STRIPE REMOVE EXISTING STOP BAR I ADJUST EXISTING WATER`'VALVE 1 BOX &,covER To GRADE LAKE WASHINGTON BLVD. - 1 I 1 1- I CITY OF RENTON � OEPARTMENT OF PUBLIC WORKS I LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 1 20 0 20 40 SITE PREPARATION PLAN 1'-20' MUMS> A.M. w.a 2/3/9S FLE K-W, LW_SP3 DATE PLOT OVO 117Obn _.SCALE FEET ow�ww K.B. 90AM 1'-NY m X 0wo C:\TR^E]NnYE: GTR1+B\+eS7D,2\RAN]V.'/.SPSDwC MO N0. ,dnm x Zwk ALPHA Engineering Group, Inc. „o, ,K��„ e. �n.n ow.E ...owm 70C fir, 4 o. 53 ,be LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE x WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. r_` > ^� STORM DRAIN MANHOLE GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. - TELEPHONE VAULT c ®_ STORM DRAIN CULVERT J POWER VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE TRAFFIC ITEMS. DITCH i JUNCTION BOX ® GABION WALL 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND < UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE "= R/R CROSSING SIGNAL -- SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. ------ ---- --- _- .... - -------_.__._-------- RELOCATE EXISTING UTILITY POLE CONNECT NEW 7 L.F.. 6" DIAM. D.I. RELOCATE EXISTING UTILITY POLE (BY OTHERS) PIPE CLASS 52 CEMENT LINED y. TO EXISTING (SEE STANDARD PLANS 6102) (BY OTHERS) Z CLEARING AND GRUBBING LIMIT RELOCATE EXISTING HYDRANT � (SEE SPECIAL PROVISIONS) 3 FT. BEHIND GUARDRAIL PER Z W STANDARD PLANS B102 RELOCATE EXISTING UTILITY POLE (BY OTHERS) _ - - = 0 --- ___— 40 .1 ILW 55+01 F.T. JI .LAKE WASHINGTON BLVD t'I REMOVE EXISTiNG ADJUST WATER VALVE BOX � � ADJUST EXISTING BRASS PAINT STRIPE & COVER TO GRADE `• •`- CAP TO GRADE 1 0 t C I 1 • I F CITY OF REN TON OEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. 20 0 20 40 COULON PARK TO NORTH 44TH STREET ,--2o SITE PREPARATION PLAN SCALE FEET Deswrf0 A.W. CAT. 2/3/95 w.E NAME LW_SP4 pwwww K.B VIEW. PLOT C1EGCFD WA GATE; Ox @/93 11]Epn JOB NO, ���5\:��o1x\otws�Lw��nrc � ALPHA Engineering Group. Inc. wmT.SCALE 1'-20' yo. xX JO 53 w. nerFaFon er w..,.l OwrE wrww`ra 70C eF�T, 5 oc. . LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SEWER CLEi1NOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SE PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. " SAN. SEWER MANHOLE a WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. GAS VALVE STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER �`STORM DRAIN CATCH BASIN (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. _ — TELEPHONE VAULT _ STORM DRAIN CULVERT - BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS F-Fi POWER VAULT TRAFFIC ITEMS. STORM DRAIN MANHOLE Z• JUNCTION BOX ® GASION WALL — -- DITCH 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE 14 BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED =- UTILITY POLE ANCHOR - R/R CROSSING GATE BY THE ENGINEER. :> LUMINAIRE ON UTILITY POLE _, R/R CROSSING SIGNAL _- SIGN — RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. RELOCATE EXISTING 2" AIR-VAC RELEASE VALVE ASSEMBLY PER STANDARD PLAN B095 RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE (BY OTHERS) (BY OTHERS) (SEE SPECIAL PROVISIONS) (BY OTHERS) u� t` p O Z Z W W W W SA AS r O a a p -------- -- -- -------- _ ..------------------------ _._ .--- ------ p O O + s = + m � Do r. N N LAKE WASHINGTON BLVD. REMOVE EXISTING PAINT STRIPE 0 I CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH "TH STREET 20 0 20 40 1-.20 SITE PREPARATION PLAN SCALE FEET I oErm+eo- A.M. TwT1s 2/3/95 DATE PlE ruff, LW_SP5 PLOT OATS; T2 TRANS 1f:SNv1f p�,�, M.A. TTe NCL c 31%�5\fAS701R\PVNS\LN�SArC Zwk ALPHA Engineering Group. Inc. sw� i•-2o oeEv, o roc 53 w. ncvufoff er ...w Twrr: •Pw�TKa %7f e�T, 6 v LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. -S�lar SAN. SEWER MANHOLE m'a`L WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. 1SL t'' STORM DRAIN MANHOLE =G GAS VALVE FILTER FABRIC FENCE TELEPHONE RISER 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND ❑ STORM DRAIN CATCH BASIN (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT r--=� STORM DRAIN CULVERT POWER VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE TRAFFIC ITEMS. DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC . ; WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND o- UTILITY POLE BRASS PLUG FINAUZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR _ R/R CROSSING GATE BY THE ENGINEER. -`' LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL -- SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. i i s I � CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE � (SEE SPECIAL PROVISIONS) (BY OTHERS) RELOCATE EXISTING SIGN LW 93+00 L�� a RELOCATE EXISTING SIGN OVE EXISTING PAINT STRIPE ENO FILTER FABRIC FENCE do MANE MARKERS (SEE NOTE 4) z La 4z 0 _— ~ O f ` — rn RELOCATE EXISTING SIGN ,.• REMOVE EXISTING PAINT STRIPE RELOCATE EXISTING SIGN RELOCATE EXISTING UTILITY POLE REMOVE EXISTING GORE STRIPE REMOVE EXISTING STOP BAR do LANE MARKERS (SEE NOTE 4) (BY OTHERS) "I K LAKE WASHINGTON BLVD. I k i t CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET r-zo•20 0 20 40 SITE PREPARATION PLAN m . PLOT SCAIE FEET � � Deear4o A.M. owT& 2/3/95 sU NA.& LW_SP6 DATE G.<T lla tx:tacm �0... KJ3.Dec OL 4\rnwsvas7mxVtws��r�re.Deo �` Elm E�BI11eer1II� Group. �C. ►U x.Ls t•-20 e,..was )a5ae ea enms ,, wevoaoa, eTPMO®, xx te-mT, 7 0� 3 _ LEGEND (EXISTING) LEGEND (PROPOSED) NOES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE x WATER VALVE ® (SEE DETAIL SHEET 2) C 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. c^ 7 STORM DRAIN MANHOLE GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER —� (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. e i; TELEPHONE VAULT STORM DRAIN CULVERT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE POWER VAULT TRAFFIC ITEMS. -- DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED �•F- UTILITY POLE ANCHOR - R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE =�< R/R CROSSING SIGNAL -- SIGN — RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. n CLEARING AND GRUBBING LIMIT (SEE SPECIAL PROVISIONS) REMOVE EXISTING PAINT STRIPE W 97+00 REMOVE EXISTING TRAFFIC ARROWS RELOCATE EXISTING UTILITY POLE REMOVE EXISTING TRAFFIC ARROWS REMOVE EXISTING TRAFFIC ARROWS & LANE MARKERS (SEE NOTE 4) BEGIN FILTER (BY OTHERS) FABRIC FENCE m 0 z r z - - -- w 4 w w OF ----- ti w O x O — — �"�-- — -- — — ; - ---- - U z; _ O 77 LAKE WASHINGTON BLVD. i REMOVE EXISTING PAINT STRIPE & LANE MARKERS (SEE NOTE 4) i < \ i hT I ii W \ W i I I I 0) C4 -- 1 z \ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS I(I LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 I SITE PREPARATION PLAN I CE� A.M. DATe 2/3/95 -tE N Lw_SP7 vew.. PLOT SCALE FEET onA..N, K.B.DATE 02 02,X 1:22pm sDAtfi t'—20' ew1.�ra )fX D'RS NA/.E GCTRANS\1E37012\P1A16\Lr.g7.0YC OEC><FA ALA. ALA.. NO. 1637012 Zwk ALPHA Engineering G�ovp, Inc. „o. wv1 BY MAIL DATi APPAOVM roc .NE,<T, 8 a• 53 LEGEND (EXISTING) LEGEND (PROPOSED) NO PROJECT #CM-1070i - 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT rl FIRE HYDRANT PLANING 81TUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. 0:S=1H SAN. SEWER MANHOLE A WATER VALVE (SEE DETAIL SHEET 2) 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. ' r, s SDM GAS VALVE ,,, STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. j_=t STORM GRAIN CULVERT TELEPHONE VAULTPOWER VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE TRAFFIC ITEMS. — -- DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND o- UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED -- U11UTY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. -_�D LUMINAIRE ON UTIUTY POLE s'—, R/R CROSSING SIGNAL - SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. i - ------ -- --- -- --- .------ -- --- ---------_ _ .-.._....... .- -- RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE (BY OTHERS) (BY OTHERS) ADJUST EXISTING BRASS CAP CLEARING AND GRUBBING LIMIT LAKE WASHINGTON BLVD. TO GRADE (SEE SPECIAL PROVISIONS) 0 r z O F. Z w w F- x w — O 1- O -jyl_ Q H — - -� N I REMOVE EXISTING PAINT STRIPE & LANE MARKERS (SEE NOTE 4)/ REMOVE,EXISTING'PAINT STRIPE aN �\ f { I •--._, CITY OF RENTON - �' SCMt•( ""C,_.� DEPARTMENT OF PUBUC WORI- LAKE WASHINGTON BI` . D. COULON PARK TO NORTH 44TH S- ".:T SITE PREPARATION PLAN 20 0 20 40 1 I DESIGNED, A.11. DATd 2/3/95 RE M.: .W_$P8 OR- K.G. .-. DD14 DY/02A95 t:`Aan SGLE FEET Zk lOwlE 1'�27 a 70(AT NiwE; 02/D2N5\�1:_% \pl,AN5\1'�ydDMO .roe No. ienm2 ALPHA Engineering Group, Inc. �. �„ ,. 1 D.tE •.MOVED. 70C .F 9 — 52 - LEGEND (EXISTING) LEGEND (PROPOSED) (VOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT C FIRE HYDRANT PLANING BITUMINOUS PAVEMENT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. _ 4SSM SAN. SEWER MANHOLE WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. OSDMH u 'V GAS VALVE �• STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER �` (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. _` TELEPHONE VAULT STORM DRAIN CULVERT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS ? POWER VAULT TRAFFIC ITEMS. STORM DRAIN MANHOLE Z JUNCTION BOX ® GABION WALL — —�- DITCH 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER 0GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND r UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR — - R/R CROSSING GATE BY THE ENGINEER. —j; LUMINAIRE ON UTILITY POLE „ R/R CROSSING SIGNAL — SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. RELOCATE EXISTING TELEPHONE BOX LAKE WASHINGTON BLVD. (BY OTHERS) RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE rn (BY OTHERS) (SEE SPECIAL PROVISIONS) (BY OTHERS) (BY OTHERS) (BY OTHERS} O Z t w N W W .-__ --- .-- __—. __.__—__ ____ —_ _._._ .._—_ ___ _.—..__ __..__ —__ ....____ ---_. _—.:— ____— .—___. = F to 0 U ~' 0 { Q ADJUST EXI$TING SANITARY SEWER REMOVE EXISTING PAINT STRIPE �, I _MANHOLI=do COVERTO'GRADE CITY OF RENTON DEPARTMENT OF PUSUC WORKS \, LAKE WASHINGTON BLVD. / COULON PARK TO NORTH 44TH STREET 20 0 20 40 v _ r-2o SITE PREPARATION PLAN SCALE FEET I I DEewnEo A.M. DATIS 2/3/95 FU MAW, LW_SP9 Am. PLOT DRANK K.B. DMTE o2/02/9S �:wan ZW%k IAA xKe 1'-21arPw iu XX01'R7 NiwC 6:lTR NSV117012VLMMM.�9DUGJOB NO. 1ea7012 ALPHA Engineering Group. Inc. ,,,. ,D„ I ,., ,,,,.,. Owe ,..,a.R,, 70C ., 10 �• 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1• THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE N". WATER VALVE (SEE DETAIL SHEET 2) 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. STORM DRAIN MANHOLE C.'` GAS VALVE FILTER FABRIC FENCE TELEPHONE RISER 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND SEE DETAIL SHEET 2 STORM DRAIN CATCH BASIN ( ) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT STORM DRAIN CULVERT J POWER VAULT - BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS :D STORM DRAIN MANHOLE TRAFFIC ITEMS. -- —� DITCH x JUNCTION BOX ® GABION WALL 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND <>• UTILITY POLE "% BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED F— UTILITY POLE ANCHOR G— R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE — R/R CROSSING SIGNAL SIGN — -- RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. ------------ 96 ------ LAKE WASHINGTON BLVD. -RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE Z O CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE (BY OTHERS) (BY OTHERS) w ,. Z (SEE SPECIAL PROVISIONS) (BY OTHERS) w � k N O — — Q r I - . ��-- --- -----.._-_ O O REMOVE EXISTING PAINT STRIPE ADJUST EXISTING SANITARY SEWER MANHOLE FRAME de COVER TO GRADE .tom CITY OF REN TON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 +0 SITE PREPARATION PLAN I•-2o• T SCALE FEET I OEM oNEo: au. o.,b 2/3/95 NME LW_SP10 -2 onww� K-8. DALE: 0/-, "\+e370 121nm AN l6AL i'� aww rd 70(DVA NAVE: C:\IAAlI12\PlS\Lwg10.DMC 6Ai ALPHA Engineering Group, Inc. w. „c,vo,., er ....a oA.e ...woven, xX �• sNE3T• 11 �• 53 JOB No. 1337012 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT ? FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. ^=S'r SAN. SEWER MANHOLE N"" WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. 7o GV GAS VALVE STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT a STORM DRAIN CULVERT = BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE -- POWER VAULT TRAFFIC ITEMS. DITCH a JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND -r UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR = R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL SIGN — — RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. _ ADJUST WATER VALVE BOX 2 CLEARING AND GRUBBING LIMIT RELOCATE EXISTING UTILITY POLE & COVER TO GRADE o (SEE SPECIAL PROVISIONS) (BY OTHERS) z y o -�� �� � � �r - • -' lam_ -----' i ADJUST EXISTING SANITARY SEWER REMOVE EXISTING PAINT STRIPE ADJUST EXISTING SANITARY SEWER MANHOLE FRAME & COVER TO GRADE MANHOLE FRAME & COVER TO GRADE I 7,1 �. LAKE WASHINGTON BLVD. CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 SITE PREPARATION PLAN ME-MoEmilEsanEo: Au. OATE3 2/3/95 FaE RAW, LW_Sptt DVC PLOT OR�w K.B. oATe of/TW s�eom SCALE FEET cREc�Fa M A ONC MY+E: C:\TRM/S\tAT/014Vh1�R7i\IMSP,I.DMC lGl6 1-�20' ^M � JOB +a a37012 Zwk ALPHA Engineering Group, Inc. AP-0v roc a T. 12 53 " LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) o SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE << WATER VALVE ® (SEE DETAIL SHEET 2) S" +H CV GAS VALVE 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND W STORM DRAIN CATCH BASIN y TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT _m STORM DRAIN CULVERT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS POWER VAULT STORM DRAIN MANHOLE TRAFFIC ITEMS. - DITCH 5 JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC _. WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND +} UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR _-- R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE '� R/R CROSSING SIGNAL SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. -- — — r- �- ADJUST EXISTING BRASS _ ------" �--'T - - - -- - --- --- CAP TO GRADE -_1 RELOCATE EXISTING UTILITY POLE p (BY OTHERS) z - ADJUST WATER VALVE BOX & COVER TO GRADE' RELOCATE EXISTING UTILITY POLE RELOCATE EXISTING UTILITY POLE (BY OTHERS) (BY OTHERS) _ - CLEARING AND GRUBBING LIMIT -. - (SEE SPECIAL PROVISIONS) O - -__--- _ _ _ __ _ .__— _ --..—— 04 n 12. REMOVE EXISTING PAINT STRIPE ADJUST EXISTING SANITARY SEWER ___ - ' -� �* a •i _ MANHOLE FRAME & COVER TO GRADE ADJUST,EXISTING SANITARY SEWER LAKE NJASHING,TON BL��• MANHOLE FRAME & COVER TO GRADE i it r CITY OF RENTON (DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 SITE PREPARATION PLAN `.E`M. PLOT 1.'�. ma 0E91O&mE A.M. DA7e 2/3/95 FlF nAAb LW_SP12 ogAwq K.B. DATE 02/02/96 kabm SCALE �T cHEC,t®, M.A. SOAIfi 1��20, ew�ww,o. 7(X DMO nAYE; C: iR.WS\IE.77012\PLA15\Lw_SPlz0"0 ,oe a e37D,z "HA Engineering Group. Inc. b. ,b ,AR A.,,,o M roc weam 13 Oc, 53 PROJECT #CM-1070(001) .......------- SEC. 6, T.23 N., R.5 E., W.M. .......... LW 131+50 END FILTER FABRIC FENCE ............. RELOCATE EXISTING UTILITY POLE 0 ....... SOM (BY OTHERS) gSH`NG-Tot4 ADJUST WATER VALVE BOX LAKE CLEARING AND GRUBBING LIMIT & COVER TO GRADE (SEE SPECIAL PROVISIONS) ADJUST WATER VALVE MANHOLE ADJUST EXISTING BRASS CAP TO GRADE COVER TO GRADE -tv 7 4.70.. 7 RELOCATE EXISTING SIGN L ----------- ......------ 0 -7 % REMOVE EXISTING PAINT SFRIPE --- 0 0 + ID .......... 2. 7, RELOCATE EXISTING UTILITY POLE (BY OTHERS) --------- SURNST'r SEC. 31 T.24 N., R.5 E. W.M. V SEC. 5, T.23 N., R.5 E., W.M. \ ���\ \ / / LEGEND (EXISTING) LEGEND (PROPOSED) SAN. SEWER CLEANOUT FIRE HYDRANT NOTES: PLANING BITUMINOUS PAVEMENT SAN. SEWER MANHOLE WATER VALVE (SEE DETAIL SHEET 2) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR _GDraH ."V GAS VALVE SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. STORM DRAIN MANHOLE FILTER FABRIC FENCE 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) -.7 TELEPHONE VAULT 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CULVERT —7 POWER VAULT BEAM GUARDRAIL VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. SEC. 32 T.24 N., R.5 E., W.-W �� STORM DRAIN MANHOLE GABION WALL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS DITCH z JUNCTION BOX TRAFFIC ITEMS. WATER METER GUARD POST UTILITY POLE BRASS PLUG 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC 7— R/R CROSSING GATE FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND CI TY OF REN TON • UTILITY POLE ANCHOR FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED DEPARTMENT OF PUBLIC WORKS LUMINAJRE ON UTILITY POLE R/R CROSSING SIGNAL BY THE ENGINEER. LAKE WASHINGTON BLVD. RIGHT OF WAY SIGN COULON PARK TO NORTH 44TH STREET SITE PREPARATION PLAN 20 0 20 40 DESIGNED, A.M. DAflb 2/3/95 LW-SP13 aanww NEW: PLOT 1,-20, %;?� I K.B. i z':GM.A.E. .02<T0R2235\�a3;'�-2\PtMS\LW-SM I DwO SCALE -- FM M.A. I SOALS 1--ZU Z 1&37012 Zwk "HA Engineering Group, Inc. Sy DATE AP"40VM xx wEET- 14 — 53 - LEGEND (EXISTING) LEGEND (PROPOSED) NOTES; PROJECT #CM-1070(001) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. v=�1"H SAN. SEWER MANHOLE z WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. v GAS VALVE STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTIUTY COMPANIES INVOLVED AND ❑ STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT STORM DRAIN CULVERT 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS —' y STORM DRAIN MANHOLE — POWER VAULT BEAM GUARDRAIL TRAFFIC ITEMS. DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC 2 WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND a UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. 5—z LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL SEC. 31 T.24 N., R.5 E., W.M. — SIGN — — RIGHT OF WAY / - ---' n LAKE W ASHINGTON BLVD. r _....._ CLEARING AND GRUBBING LIMIT LW 133+20 (SEE SPECIAL PROVISIONS) BEGIN FILTER FABRIC FENCE ADJUST EXISTING BRASS CAP TO GRADE �- �_ LW t36+60 END FILTER FABRIC FENCE - — N REMOVE EXISTING _ PAINT STRIPE`_-ADJUST EXISTING SANITARY.'SEWERADJUST•ti' - C / ti ti EXISTING BRASS - o MANHOLE FRAME & COVER' TO GRADE CAP 'TO GRADE Kl i ADJUST EXISTING SANITARY SEWER LW 132+20 f� MANHOLk- RAME & COVER TO GRADE i ^ r END FILTER �' / A,t' / lP / FABRIC FE)4CE ADJUST EXISTING HOLE FRAME SANITARY COVER TO GRADE > IJ / 0 � Z / l nc_b CITY OF REN TON 'Y OEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET SITE PREPARATION PLAN DES04M A.M. DA7a 2/3/95 FU NA"fi LW—SP14 Ncw: 0I1 I'-20' 0 20 �O DgAWN, K'B SCAIfi 1'�27 wnWNo XX DAT[; D2/02/OS 427pm OM4"AME: G\�iIANS\f 037012wl.NS\LWy�14.DMC �S � c uc®, M-k 1 im"D. 1837D12 zwk ALPHA Engineering Group, Inc. 531 no. nevsw � Or ...�. DATc AnP11QN9: )OC pgn 15 �• LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) a SAN. SEWER CLEANOUT Z' FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE N"'' WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. ..•SDMH STORM DRAIN MANHOLE 1 GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. TELEPHONE VAULT _ STORM DRAIN CULVERT GUARD POST BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS :� STORM DRAIN MANHOLE TRAFFIC ITEMS. MONUMENT -- -- DITCH y BRASS PLUG 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER — POWER VAULT FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL SEC. 31 T.24 N., R.5 E., W.M. SIGN — RIGHT OF WAY _... LAKE WASHINGTON BLVD. CLEARING AND GRUBBING LIMIT (SEE SPECIAL PROVISIONS) - -- -—-- —_ .- Z - --- - ---- -- -- O ADJUST EXISTING SANITARY SEWER MANHOLE FRAME & CO TO GRADE ; ' REMOVE EXISTING PAINT STRIPE yN Q ^- ADJUST EXISTING SANITARY SEWER v~i MANHOLE FRAME do COVER TO GRADE I LU l_ W I co cl) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ' LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 +0 ' SITE PREPARATION PLAN I•-20 SCALE FEfT DE810f�' '``•W oATe 2/3/93 ��� LW_SP13 MEW DNA— KR OAIE; 02/tp�/9S h 7012 AN ONEOIc®; M.A. SOME 1��2a e«�w�o. xx JOBDWO NAVE 2\7A.wsV637o1z\naNsu•�1sn�+c ( ' ,Qj,Pjj.Q EI1glIICering Group, {.iA�i. w. xraoN e• .r.+� ogre APMOMe 70c a�T, 16 O.. 53 JOB N0. 1E�7012 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE x WATER VALVE ® (SEE DETAIL SHEET 2) 2 EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. 01'H STORM DRAIN MANHOLE C' GAS VALVE FILTER FABRIC FENCE u TELEPHONE RISER 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN — TELEPHONE VAULT �Y (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CULVERT 7.� POWER VAULT - BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE TRAFFIC ITEMS. -- DITCH L JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE s BRASS PLUG FINALIZE LOCATIONS IN THE FIELD ANDIOR AS DIRECTED UTILITY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. =?= LUMINAIRE ON UTILITY POLE p R/R CROSSING SIGNAL -- SIGN — — RIGHT OF WAY SEC. 31, T.24 N., R.5 E., W.M. LW 145+00 CLEARING AND GRUBBING LIMIT ADJUST EXISTING VALVE BEGIN FILTER FABRIC FENCE (SEE SPECIAL PROVISIONS) MANHOLE COVER TO GRADE ASH�NGTON BLVD'_ -` — — _ —_ __ --• RELOCATE EXISTING SIGN ..._ 1.0 LAKE W 1` cP ---- — — : _ AD UST EXISTING SANITARY SEWER ADJUST EXISTING CATCH BASIN - �= MANHOLE FRAME & COVER TO GRADE `�-- FRAME & COVER TO GRADE N REMOVE EXISTING PAINT STRIPE �-' t N ' Z : r I _ -+ 1 CITY OF RENTON DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. ` - COULON PARK TO NORTH 44TH STREET - zo 0 20 40 ` SITE PREPARATION PLAN r�2o• 1 SCALE FEE DESKMM AU 0^Te, 2/3/95 Fu— LW_SP16 00 pcwucc. ATE- DWG ; i��+"jO12�"'��"s`�°�"` uFa K.B ! uE t'� p0 02/02/95 YtJm • mm. X( Na am ' A` ALPHA Engineering Group, Inc. 53 w. ixrroh sr �r.a owre ♦rrwor®, )OC a�T• 17 -• - LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM—T070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. C S11" SAN. SEWER MANHOLE A"` WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. r�Ear STORM DRAIN MANHOLE ❑C' GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND p-" TELEPHONE RISER - ❑ STORM DRAIN CATCH BASIN — (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CULVERT — TELEPHONE VAULT - BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE — POWER VAULT TRAFFIC ITEMS. - -- DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE s BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR - R/R CROSSING GATE BY THE ENGINEER. rl LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL -- SIGN RIGHT OF WAY SEC. 31 T.24 N., R.5 E., W.M. ADJUST EXISTING WATER VALVE _ -._�` CLEARING AND GRUBBING LIMIT BOX & COVER TO GRADE ~`- - - (SEE SPECIAL PROVISIONS) RELOCATE EXISTING REMOVE IXISIING PAINT STRIPE -------_..-- SIGN --- a LAKE WASHIINGTON BLVD. RELOCATE EXISTING SIGN U=i :—�— — ------ -.- —�- RELOCATE EXISTING SIGN O O - - — LU -- --- —_ — 00 b 1` — u 'Cast •.. ., •.: :' �—� —��—�__---_�_=.—�_ >. � - `1—�----�_ Q uYi , —�"- � RELOCATE EXISTING UTIUTY'POLE `S o 04 (BY OTHERS) N REMOVE EXISTING CURB \ ADJUST EXISTING WATER METER ADJUST EXISTING WA11�2,VALVE ADJUST EXISTING SANITARY SEWER j j BOX & COVER TO GRADE MANHOLE FRAME & COVER TO GRADE ---ti \ p`; \ ADJUST EXISTING SANITARY SEWER \ ' •'� `'y. ADJUST EXISTING SANITARY SEWER\ \ '� MANHOLE FRAME & COVER TO GRADE = MANHOLE FRAME & COVER TO GRADE \ `\ :\ \ \ / r� �• 1` ` �'� %"�t ��•, \ i �. \ ADJUST EXISTING CATCH BASIN'•. i' ADJUST EXISTING CATCH'-BASIN FRAME & COVER TO GRADE FRAME'& COVER TO GRADE Al w�a \ -Vr,;. (Pj►� CITY OF RENTON DEPARTMENT OF PUBUC WORKS 20 0 20 40 \ \ LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET \ SCALE FEET SITE PREPARATION PLAN DES fk A.N. -T. 2/3/95 P"mw. LW_SP17 onnr,w K.B. occ N.A.BEM: PLOT so.m 1'-20' _m XK 02 oz/TR 37012 \ \ Awk e4 HA En ineer Grua , Inc. w. ,er.ow er n..w l wre APMiDY10 XX wffT, T$ o•,°w NOO.`� 637M2 vesro+z nuav w zDwEngineering P 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT v FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. ^3SMH SAN. SEWER MANHOLE >° WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. `5G�aH STORM DRAIN MANHOLE a,GV GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CATCH BASIN r- TELEPHONE VAULT _ A== STORM DRAIN CULVERT POWER VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS TRAFFIC ITEMS. STORM DRAIN MANHOLE JUNCTION BOX ® GABION WALL — -- DITCH �' S. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE P� BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR R/R CROSSING GATE BY THE ENGINEER. *--;f LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL SIGN RIGHT OF WAY SEC. 31 T.24 N., R.5 E., W.M. x i i CLEARING AND GRUBBING LIMIT GTO LW 15 + (SEE SPECIAL PROVISIONS) LAKE wASHIN N BLVD, END FABRIC L FENCE REMOVE EXISTING PAINT STRIPE RELOCATE EXISTING SIGN o W O = LO _ O 04 i�' __�_�_ - — --- ---------- , - -- i- --- — LO ADJUST EXISTING SANITARY SEWER RELOCATE EXISTING RELOCATE EXISTING SIGN t MANHOLE FRAME Et COVER TO GRADE �\ MAIL BOX --y- Vit ` 'i fi1 '".-1•.�''-' ,' .J r ` 1, \` t � F 1 ��`t •t ' - ca'� `; / � � -- - � - 1 0 - i� SEC. 322�., R. E., W.M. CITY OF RENTON DEPARTMENT OF PUSUC WORKS LAKE WASHINGTON BLVD. ' =2020 0 20 / / tl / 'r \ COULON PARK TO NORTH 44TH STREET scwE Fir /, � / SITE PREPARATION PLAN D--- K9A.Y. w.a 2/3/95 sSt^ LW_SP18 VIEW. PLOT oawwn . DATE: 07/02/93 S:�Ean / N�rE: C\TR�raVe370t2W.AH3t1N3PtdOw'Ccrcm M qO'`Lb 1-20' D. e+.wr to. XX A ,oe No, IB37012 /� ALPHA Engineering Group. Inc. ,. �,,, er �,. , ,� .,rno� XY 04my. 19 0 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1• THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. ,5'=ZaH SAN. SEWER MANHOLE WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. �3 H r.�'<' GAS VALVE 0- STORM DRAIN MANHOLE , -« FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER u STORM DRAIN CATCH BASIN (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. ;>- STORM DRAIN CULVERT - TELEPHONE VAULT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS -15 STORM DRAIN MANHOLE POWER VAULT TRAFFIC ITEMS. - — DITCH 71 JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND -c;- UTILITY POLE t. BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED E- UTILITY POLE ANCHOR = R/R CROSSING GATE BY THE ENGINEER. s=7 LUMINAIRE ON UTILITY POLE �=v R/R CROSSING SIGNAL -- SIGN — — RIGHT OF WAY SEC. 31, T.24 N., R.5 E., W.M. LW 160+00END �� t FABRIC TER FAB FENCE LW 157+30 REMOVE EXISTING CLEARING AND GRUBBING LIMIT ----- _ -_..__-_---- -;--- L'F N FILTER PAINT STRIPE (SEE SPECIAL PROVISIONS _--__-- -- -- -___-------�'� �_.____-- REMOVE EXI57TNG----IC FENCE 60LLARDS (TYP.) � LAKE WASH(NGTON BLVD. - ` -- RELOCATE ---- EXISTING SIGN -- --- ". •` -------..---------. ._._...--------- - - N -' ADJUST EXISTING I �- w �� -.-- '� � � '� --- WATER METER w LU -- O O + _-- --- -- r - - _ _. --- ---- -- --— 12' SD RELOCATE d a EXISTING �✓ ADJUST EXISTING N - SANITARY SEWER % MANHOLE FRAME & ADJUST EXISTINGCOVER / `~ a+ TO GRADE CATCH BASIN 5' _..• i.\.\ ,` \ - FRAME & a -,•r Jam' �/l ELOCAIE EXISTING SIGN C VER.- i oTO .: ` -ADJUST EXISTING •`•� •1, ••.�` `\`� � /� .,� \ I r��y.1--.'- SANITARY SEWER / \ 1 REMOVE EXISTING I t, ABANDON EXISTING 6' -y' �� MANHOLE FRAME _ PAINT STRIPE ? t, STORM DRAIN PIPE //�/ / CO�T<3-GRADE \ 1 \ �J I���•��. ADJUST EXISTING WATER VALVE BOX & COVER TO GRADE \:� � � •,. ` � �� ,\ _ , �- �• .// ..J''�.� ;• .` \ '�. \ �••- ter.. / / PEE N. ,, ;•,; �.t,• t ;``\ \ _ ,` ` , vRNalli \\ �,r•- N SEC. 32 T.24 N., R.5 E., W.M. \ \ \ \ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET zo 0 20 so SITE PREPARATION PLAN � oE9arEo:1'-20' A.M. owra 2/3/95 Pu MAN& LW_SP19 KIL MEM PLOr SCALE FEET I W.A. ISCALE 1-�ZU e..w.e. 70f oATF- 02/a2/95 G.C2— OVC No E. ,a37012 437o,2�PllNSVM3PIADMO Zwk ALPHA Engineering Group, Inc. o, �,,,, er ...� oars .PPgoTq 7oc sffr, 20 53 - LEGEND (EXISTING) LEGEND (PROPOSED) NOTES; PROJECT #CM-1070(OOI) SAN. SEWER CLEANOUT J FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR o PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. C �'H SAN. SEWER MANHOLE I WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. `SDIAH c C`' GAS VALVE STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CATCH BASIN n TELEPHONE VAULT a=� STORM DRAIN CULVERT — BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE POWER VAULT TRAFFIC ITEMS. — -- DITCH JUNCTION BOX S. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND ^� BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED -.} UTILITY POLE UTILITY POLE ANCHOR -� R/R CROSSING GATE BY THE ENGINEER. -'- LUMINAIRE ON UTILITY POLE R/R R/R CROSSING SIGNAL - SIGN — RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. - -- ~- LAKE WASHINGTON BLVD. _- - -_ --- ADJUST WATER VALVE 80X REMOVE EXISTING PAINT STRIPE --- COVER TO GRADE cli V) —,: W - - f - O - - — - -- U !- 3 _ cli - -- — NX` '•`• RELOCATE EXISTING ADJUST WATER VALVE BOX -'�x UTILITY POLE & COVER TO GRADE �' ` \ \ \ 1 (BY OTHERS) j \ \ ADJUST EXISTING SANITARY SEWER �, �: ADJUST EXISTING MANHOLE FRAME & COVER TO GRADE \ ; ,` ` SANITARY SEWER '•, `, :; \ MANHOLE FRAME & �%_ COVER TO GRADE �.. ADJUST EXISTING CATCH BASIN 1 l� FRAME & COVER TO GRADE CI TY OF REN TON ,..i DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 SITE PREPARATION PLAN I'-20' 2/3/45 LW_SP20 MET Plot SCALE FEET c+rte� M.A.DATE: Irt TRANS cream lCwL6 1'�2fY errwYe. 70( OV4J08 NAME MV01 N$Ve37012\P1IN5\LtM�20DVR'. ZW%k Ajpj�Q Engineering Groups Inc. ..,• „n,�., nr •.+.a o.ee .PK10MlA 70( . 21 �. 53 A8 NO. t0.T7p12 " LEGEND (EXISTING) LEGEND (PROPOSED) (VOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. 03SMH SAN. SEWER MANHOLE A+y,'li 'HATER VALVE ® (SEE DETAIL SHEET 2) ;Daa� a�'� GAS VALVE 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. C STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND ❑ STORM DRAIN CATCH BASIN TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. � TELEPHONE VAULT STORM DRAIN CULVERT BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE '5. POWER VAULT TRAFFIC ITEMS. — DITCH -0 JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND tr UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR r -- R/R CROSSING GATE BY THE ENGINEER. ^--r: LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL SIGN — — RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. ADJUST EXISTING WATER VALVE CLEARING AND GRUBBING LIMIT N (SEE SPECIAL PROVISIONS)BOX & COVER TO GRADE LAKE Y Uj _ WASHINGTON BLVD. M - - =-- - - _ c\,to _:_-- �' —._ --- — --- ----- —�-. ------. _ OF- W ------ ---- Cv ------- _ REMOVE EXISTING _ PAINT STRIPE17, N ADJUST EXISTING SANITARY SEWER \ MANHOLE FRAME & COVER TO GRADE t x\\ A. CITY OF RENTON ' \ \ DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. \ \ COULON PARK TO NORTH 44TH STREET SITE PREPARATION PLAN 20 0 20 40 of tiw 15• Ow, 2/3/95 n�runs. PLOT 1 .20' LW_SP27 d1w:wla K.B. OVC OI OI/DS 6:34e.n olc HwrL G37Rwp5�,eS70tI1RAns\{.xy2,.OLc SCALE F� \ ZW%k ALPHA Engineering Group, Inc. SO-La I'-20' °'A"'o' XX ne Na 677072 w nersorl s. A,. . owrc APP.OVVA, 70C erg: 22 - 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN SEWER CLEANOUT ° FIRE 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR . HYDRANT o PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE r WATER VALVE ® (SEE DETAIL SHEET 2) 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. GAS VALVE STORM DRAIN MANHOLE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. STORM DRAIN CATCH BASIN TELEPHONE VAULT STORM DRAIN CULVERT — BEAM GUARDRAIL 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS STORM DRAIN MANHOLE — POWER VAULT TRAFFIC ITEMS. - DITCH JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE s BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED --- UTILITY POLE ANCHOR - R/R CROSSING GATE BY THE ENGINEER. =' LUMINAIRE ON UTILITY POLE » R/R CROSSING SIGNAL SIGN — RIGHT OF WAY SEC. 32, T.24 N., R.5 E., W.M. CLEARING AND GRUBBING UMIT ADJUST EXISTING BRASS ADJUST WATER VALVE BOX (SEE SPECIAL PROVISIONS) CAP TO GRADE & COVER TO GRADE N 04 N Uj w W p cli o � • 1 j LAKE WASHINGTON BLVD. \� \ REMOVE EXISTING ADJUST EXISTING SANITARY SEWER ADJUST EXISTING SANITARY SEWER \ PAINT STRIPE MANHOLE FRAME & COVER TO GRADE MANHOLE FRAME & COVER TO GRADE �, \ \ \\ ADJUST EXISTING STORM DRAIN \\ MANHOLE FRAME & COVER TO GRADE 70 `\ CITY OF RENTON , . DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET SITE PREPARATION PLAN 20 0 20 40 °E"°"E°' A.u. own 2/3/95 r•Le lW_SP22 DATE: Dp2//t02/03 Tt ATpm Onwww K.B. lOALE 1��20' aww�ra XX OM NAME ft\TRANS\1QT7012\PLANSN1 � M0 M22.D SCALE FEET .108 NO. T637012 Zwk c�ccc®,ALPHA Engineering Group, Inc. ,. .,N 3, A-0 m, 7Xc 23 — 53 • LEGEND (EXISTING) LEGEND (PROPOSED) NOTES; PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. <j SAN. SEWER MANHOLE D4'"`` WATER VALVE ® (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. STORM DRAIN MANHOLE ri Gv GAS VALVE FILTER FABRIC FENCE 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN D TELEPHONE RISER (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. ,., i� TELEPHONE VAULT -_� STORM DRAIN CULVERT 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS 4- POWER VAULT STORM DRAIN MANHOLE TRAFFIC ITEMS. - DITCH 2 JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE s BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR - R/R CROSSING GATE BY THE ENGINEER. LUMINAIRE ON UTILITY POLE L�_ R/R CROSSING SIGNAL - SIGN RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. ADJUST EXISTING WATER VALVE CLEARING AND GRUBBING LIMIT ADJUST EXISTING WATER VALVE BOX & COVER TO GRADE (SEE SPECIAL PROVISIONS) BOX & COVER TO GRADE _ N �. --- LU Lo Z Z _�- �r _ w — - F w -- - Q — C) 0 LAKE WASHINGTON BLVD. ! ----`- -� _ REMOVE EXISTING ADJUST EXIS71NG SANITARY SEWER PAINT STRIPE MANHOLE FRAME & COVER TO GRADE ' i `� \ I ----- ---- \ \ CITY OF RENTON \ OEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET _ 20 0 20 +0 SITE PREPARATION PLAN DESIQMEM. A.M..,\ \ SCALE FEET DATa 2/3/95 A.E rurE, LW_SP23 DDATTF-- 02W. �02/95 a:4bpm \ \�\. . \ � � so-La 1.-�. awrw�n XX °e"m �0 �,6S70,zW��V M SP2JD>MO Zwk ALPHA Engineering Group, Inc. w. ,eveo� s. 1.ww1 wre ♦nawowa %X wEET, 24 os 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT t, FIRE HYDRANT 1 PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. SAN. SEWER MANHOLE X ''' WATER VALVE (SEE DETAIL SHEET 2) 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. STORM DRAIN MANHOLE GAS VALVE FILTER FABRIC FENCE TELEPHONE RISER 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN CATCH BASIN �� (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. = STORM DRAIN CULVERT TELEPHONE VAULT 4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS POWER VAULT STORM DRAIN MANHOLE - TRAFFIC ITEMS. -- DITCH E JUNCTION BOX 5. LOCATION OF CLEARING & GRUBBING LIMITS AND FILTER FABRIC WATER METER GUARD POST FENCE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST AND UTILITY POLE BRASS PLUG FINALIZE LOCATIONS IN THE FIELD AND/OR AS DIRECTED UTILITY POLE ANCHOR R R CROSSING GATE BY THE ENGINEER. ---` / LUMINAIRE ON UTILITY POLE >, R/R CROSSING SIGNAL SIGN RIGHT OF WAY SEC. 32, T.24 N., R.5 E., W.M. CLEARING AND GRUBBING LIMIT ADJUST EXISTING GAS VALVE (SEE SPECIAL PROVISIONS) BOX & COVER TO GRADE LAKE WASHINGTON BLVD. N W W 2 2 U --------- -- ---- — — �.., O — --- ------------- -.. + 04 H I I I REMOVE EXISTING PAINT STRIPE RELOCATE EXISTING SIGN i i i f� - CITY OF REN TON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 a 20 40 SITE PREPARATION PLAN 1--20 i I 1 11oEsaEo-. A.M. OATE, 2/3/95 n-E HAwE LW_SP24 `AEw: PLar SCALE FEET Oq... Ka. DATE: o2/Dx/9S 7:7ean M.A. e..ww io. Owo N. c rn�SV337D72\PlANS� �wxs.Dwc XX Ark "HA Engineering Group, Inc. scAm 1'�2V Ae +a ,eaxo+z „,. s. M'R OAR Arwgve0 0C �., 25 o�• 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR PLANING BITUMINOUS PAVEMENT SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. ~5'"'" SAN. SEWER MANHOLE � WATER VALVE ® (SEE DETAIL SHEET 2)=^�4F 2. EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. - 7 GAS VALVE FILTER FABRIC FENCE STORM DRAIN MANHOLE � 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND TELEPHONE RISER u STORM DRAIN CATCH BASIN ��- (SEE DETAIL SHEET 2) VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. 'TI STORM DRAIN CULVERT TELEPHONE VAULT4. SEE SPECIAL PROVISIONS FOR REMOVAL OF MISCELLANEOUS • y p POWER VAULT STORM DRAIN MANHOLE TRAFFIC ITEMS. — -- DITCH " JUNCTION BOX WATER METER GUARD POST UTILITY POLE 5 BRASS PLUG UTILITY POLE ANCHOR R/R CROSSING GATE r^,` LUMINAIRE ON UTILITY POLE -.> R/R CROSSING SIGNAL =- SIGN — — RIGHT OF WAY " _-._...... SEC. 32 T.24 N., R.5 E., W.M. SEC. 29 T.24 N., R.5 E., W.M. I LAKE WASHINGTON BLVD. LO N LLJ Ld Q — --- --- --" - --- - - �— _ -- -- — ---- — i-- - --- — — —— - — —.. _ — + 2 00 -_ U + 1 REMOVE EXISTING PAINT STRIPE - 1 1 0 i i I _ CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET _ 20 0 20 +0 SITE PREPARATION PLAN i -z0 I f I Dewm m A.u. oA*a 2/3/95 nt LW_SP25 OA alOi SCALE FEET oaAwr K.B. DATE: 02 OZ/95 7:2ft- DMCMAYE: c:(rnAmvesro+zwLwsux-SP27.anC ALPHA Engineers Group, Inc. 'O"`�' l•-20' °'"•••'". XX ® o w7mz no. ,crmo„ I er wr[ •roworm XX rer, 26 oa 53 LEGEND (EXISTING) LEGEND (PROPOSED) PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT PLANING BITUMINOUS PAVEMENT 'SHH SAN. SEWER MANHOLE WATER VALVE (SEE DETAIL SHEET 2) STORM DRAIN MANHOLE 0 G GAS VALVE TELEPHONE RISER STORM DRAIN CATCH BASIN - TELEPHONE VAULT NOTES: STORM DRAIN CULVERT STORM DRAIN MANHOLE — POWER VAULT 1. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC FOR DITCH F JUNCTION BOX SEDIMENT CONTROL AT EXISTING CATCH BASINS AS REQUIRED. WATER METER GUARD POST 2• EXISTING UTILITY POLES SHALL BE RELOCATED BY OTHERS. UTILITY POLE `� BRASS PLUG 3. CONTACT ALL UTILITY COMPANIES INVOLVED AND UTILITY POLE ANCHOR R/R CROSSING GATE VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. ---- J-v LUMINAIRE ON UTILITY POLE �'—, R/R CROSSING SIGNAL SIGN RIGHT OF WAY REMOVE EXISTING PAINT STRIPE OOQ i' o SfF G 0 1 �DEC1gC T RA1 C / / + _ N :..' pROI?STONS��NO _ �1 REMOVE EXISTING ` _: -\� .......,\ PAINT STRIPE IVA SEC. 29, T.24 N,, R.5 E., W.M. ' SEC. 32, T.24 N., R.5 E., W.M. r Z J ' C O i � I W ; I CITY OF RENTON Z ! OEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET _ 20 0 20 40 SITE PREPARATION PLAN )*-20* DE9OtED I N. DATy 2/3/95 rat pAb LW_SP26 SCALE FEET OR- K.B. >'EW. ROT MAl6 1•-20' ff27 o. 70(DA T-- 02/02/" 7:A0@n cwECKFp, N.A°� IW707M5\6T7(M2�RANS\lY3P26AM0 �` ALPHA Engineering Group, Inc. nenaow nr DAM A.NIOVM )0( - 53 PROJECT #CM-i070(OOi) LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: SAN. SEWER CLEANOUT x•7 FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. S`"� " WATER VALVE`' 0 2. FOR PAVEMENT PLANING. REMOVAL AND RELOCATION ITEMS AND ;T � SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. �'= GAS VALVE ' STORM DRAIN MANHOLE 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ' TELEPHONE RISER ALONG BIKE LANE. TELEPHONE VAULT _= STORM DRAIN CULVERT POWER VAULT 4• RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. LtLj a STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND DITCH 3 JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER IGUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE g BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR `- R/R CROSSING GATE - LUMINAIRE ON UTILITY POLE R R CROSSING SIGNAL 7. SEE CITY OF RENTON STANDARD PLAN H009 ;•--y / FOR BIKE LANE SYMBOL. SIGN - RIGHT OF WAY 7 + 5.5' LT.) SEC. 8, T.23 N., R.5 E., W.M. --- // MATCH EXISTING CENTERUNE / BEGIN 1500'R D AND __-DOUBLE YELLOW, TYPE 1 A TYPE 2d LANE MARKERS _ 4' WHITE PAINT STRIPE - BEGIN OVERLAY EXISTING PAVEMENT /•. �-_• 4' WHITE, BROKEN .i, PAINT STRIPE .-_ _ ... . LAKE WASHINGTON BLVD. N 40'R w __._-... - - - - - - }... 1500 R r { 150p'R o - tn i� =/ BIKE LANE SYMBOL (TYP.)(SEE NOTE 7) -� Pone i .f � `--• ,� /i/ .�/ /�, \` `�� \� \�\ /i/� i /' 4' WHITE PAINT STRIPE /�/ W 75+3 5 ' RT. EXISTING CURVE DATA TABLE \ �/ c �����/ // , MATCH EXISTING CENTERLINE / j' PI STATION RADIUS LENGTH TANGENT DELTA �\ //; / / ��;!/ /, /' BEGIN 1500'R LW 67+51.00 1514.43' 1750.00' 987.40' 66'12'30' / LW 117+30.06 1273.24' 574.75' 292.36' 25*51*50' !j� LW 123+62.99 1909.86' 175.09' 87.61' 05,15*10' i LW 126+87.49 716.20' 163.91' 8231' 13*06*46' W 130+1 4 114 491.47' 49. 7' 4'34'24' / /L 99 592' 2 5 2 / ,` / LW 134+22.55 674.07' 315.53' 160.71' 24*49'13' ' LW 143+77.37 1353.44' 1399.25' 769.41' 59-14'06' LW 152+10.77 1591.55' 434.81' 218.77 15.39'11' t ,v LW 195+83.03 1145.92' 1065.40' 574.71' 53'16'13' EXISTING SPIRAL CURVE DATA TABLE' yl ` STATION DELTA THETA RADIUS LENGTH L TAN S TAN TAN I Sc LW 167+01.34 0325'12' 1909.88' 228.00' 152.03' 76.03 I _ 20 0 20 40 CS LW 169+53.46 0Ts3'39" 1829.86' 25211' 126.26' ;I zo SCALE FEET CITY OF RENTON ST LW 171+81.46 03*25'12' 1909.86' 228.28' 152.03' 76.03 DEPARTMENT OF PUBUC WORKS _ SC LW 179+73.03 01'40'48" 1909•86' 112.00' 74.67' 37.34' CS LW 181+63.49 0529*03" 1989.86' 190.46' 95.30' LAKE WASHINGTON BLVD. ST LW 182+75.49 Ot'40'48" 1909.86' 112.00 74.67 37.34' COULON PARK TO NORTH 44TH STREET * CHANNELIZATION & PAVING PLAN SOURCE: BNRR PLAT MAPS ., oeaarEn: A.N. oATe 2/3/95 mE K-wE LW-P2 MOP. PLOT owwwN, K.B. DATE 02/03/vs 10:01om 3CAtr, ncXX DWCjoe o. C\TRANS\1837O72W�NS\L1v31Dv.0 w. �EY�UN sv - 0w 1 A>M1Ov XX MEET• GV 0• 3 Da No. a3To+s ALPHA Engineering Group, Inc. 5J PROJECT #CM-1070(001) LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: o SAN. SEWER CLEANOUT FIRE HYDRANT 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. ' PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE """ WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE ��' GAS VALVE BEAM GUARDRAIL - TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT C STORM DRAIN CATCH BASIN ALONG BIKE LANE. STORM DRAIN CULVERT —_ TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN MANHOLE -- POWER VAULT 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — �- DITCH JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 « UTILITY POLE N BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR =� R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 —` LUMINAIRE ON UTILITY POLE ..._. R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL i SEC. 8, T.23 N., } SEC. 5, T.23 N., R.5 E., W.M. t , R.5 E., W.M. 18" WHITE. THERMOPLASTIC ._.----" _------_ - LW 80+00 (19' LT.) BEAM GUARDRAIL STOP BAR (TYP.) ._ _ __. -~ _ -- TERMINAL END TYPE 1 Do LAKE WASHINGTON BLVD. DESIGN ANCHOR �- WHITE, THERMOPLASTIC (SEE NOTE 7 RAILROAD CROSSING SYMBOL ` w - - 4' MITE PAINT STRIPE LW 78+58 -� S `�- MATCH EXISTING CENTERLINE 'r N END 1500' R F _ • Or 0 co "�---- o i DOUBLE YELLOW, TYPE 1 AND BIKE LANE SYMBOL TYPE 2d LANE MARKERS (SEE NOTE 8) 1 DOUBLE YELLOW TYPE 1 AND ! 4" WHITE PAINT STRIPE TYPE 2d LANE MARKERS t ' 01 1 i 1 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS ` LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 1 20 0 20 +0 CHANNEUZA11ON & PAVING PLAN L.L*-"**D'- A.M. wTa 2/3/9S Fu NA-e LW-P3 i'-zo• VEw. PLOT DR-r K.B. OATS O2/03/95 +ai3, SCALE FEET occx®, M-k ac.Le 1--20- DVQ aus o. x 3 wz RAKs�rp�n�c X13 NAME 15T7012 ZW%k ALPHA Engineering Group. Inc. rot w@T, 29 �• 53 .ne 701z LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT n FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. x WATER VALVE 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE r�='� GAS VALVE BEAM GUARDRAIL_ UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ® GABION WALL ALONG BIKE LANE STORM DRAIN CULVERT TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. POWER VAULT _ y STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND DITCH 3 JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL �- UTILITY POLE ANCHOR -• R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR- _. SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. SEC. 5, T.23 N., R.5 E., W.M. 4' WHILE PAINT STRIPE LW 82+10 23' LT. BREAKAWAY CABLE TERMINAL (BC—TT (SEE NOTE 7) LW 82+75 19' LT- LW 83+47t 21' LT.1 10 L.F., 12' OIAM. BEAM GUARDRAIL TERMINAL END DESIGN G BEGAN GABION WALL CONC. SO PIPE TYPE 1 (TYP.) N WITH TYPE 4 ANCHOR EXTEND EXISTING CULVERT �- (SEE NOTE 7) J J J (SEE SPECIAL PROVISIONS) F- W 2 --1 (n (1 I. t 04 � T C - o A; ��. ,.ter. __ -`� � '�- _._� _�� �- •--.•-�'�- _ �^_ _- /- - _.� --- i .`_ __` N LAKE WASHINGTON BLVD. `. 4' WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND \ \ \. BIKE LANE SYMBOL (TYP.) TYPE 2d LANE MARKERS (SEE NOTE 8) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS - LAKE WASHINGTON BLVD. 20 0 20 40 COULON PARK TO NORTH 44TH STREET 1'-20' CHANNEUZATION & PAVING PLAN - SGLE FEET ALM_ D.Te 2/3/95 �E NINE, LW-P4 \Am PLOT DNAwrM KA. DATE D2 0]/" 10:57— Awk �,��, kq, w.�E 1'-20' e...w,a )O( JOB N0.NC c�rn2sV>u7D+x\Pi.ws�w_Pa.D.c ALPHA Engineering Group, Inc. No. �cwioN er ....a D..e ♦o«wreD, xx «�T, 30 of 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT J FIRE HYDRANT 1. FOR ROADWAY SEC71ON AND OTHER DETAILS SEE SHEET 2. PROPOSED PAVEMENT WIDENING 2 FOR PAVEMENT PLANING, REMOVAL AND RELOCA11ON ITEMS AND SAN. SEWER MANHOLE a'`` WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. ^Pam STORM DRAIN MANHOLE :. GAS VALVE BEAM GUARDRAIL (: TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ®TELEPHONE VAULT GABION WALL ALONG BIKE LANE. " _= STORM DRAIN CULVERT r POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. e STORM DRAIN MANHOLE -"' S. CONTACT ALL UTILITY COMPANIES INVOLVED AND — DITCH Z JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST BRASS SEE CITY OF RENTON STANDARD PLAN H001 AND H002 -> UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL R/R CROSSING GATE U11UTY POLE ANCHOR ` 7. SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE c R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. LW 86+00 LW 86+50 LW 87+50t 22' LT. LW 88+00 LW 88+70 BEAM GUARDRAIL 4" WHITE PAINT STRIPE BEGIN TAPER END TAPER END GABION WALL BEGIN TAPER 11' LT. & 9' RT. END TAPER 10' LT. & 10' RT. TYPE 1 10' LT. & 10" RT. 11' LT. & 9' RT. O N M F F w — --F F -- F F — -- —F -- — — r— w S V � O + s • � rn ao a �- cn V) BIKE LANE SYMBOL (TYP.) DOUBLE YELLOW, TYPE 1 AND LAKE WASHINGTON BLVD. 4- WHITE PAINT STRIPE (SEE NOTE 7) TYPE 2d LANE MARKERS 0 �1 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 20 0 20 so LAKE WASHINGTON BLVD. 1--20' COULON PARK TO NORTH "TH STREET SULE FEET CHANNELIZATTON & PAVING PLAN I ceS+orEo Au. -ATn 2/3/95 cA.E nAAE LW—P5 NEW* PLOT Owwww K.B. wEc� M OATS0A�E 1-�20' ��a 70( 1408 N0. C\TR tE3�0f3 Ar5\te37013\pLANS\LwyS .A JOB OwO Awk ALPHA Engineering Group, Inc. w. I �,,,,,�,� e. A..ti owrE rr A 0-M xX e�� 31 O� 53 Q LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 3 SAN. SEWER CLEANOUT Y FIRE HYDRANT 0 PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. x WATER VALVE 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE u GAS VALVE BEAM GUARDRAIL TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ALONG BIKE LANE. TELEPHONE VAULT _ STORM DRAIN CULVERT J POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. 4 STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND _ S JUNCTION BOX — ---- DITCH VERIFY ALL EXISTING U11LITIES BEFORE DIGGING. = WATER METER GUARD POSTSEE CITY OF UTILITY POLE r BRASS PLUG 6 FOR C ANNELIZA TON STANDARD PLAN H001 AND H002 lON MARKERS DETAIL. UTIUTY POLE ANCHOR --- R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. SEC. 5, T.23 N., R.5 E., W.M. 4" BROKEN WHITE.. PAINT STRIPE LAKE WASHINGTON BLVD. DOUBLE YELLOW, TYPE 1 AND DOUBLE YELLOW, TYPE 1 AND 4' WHITE PAINT STRIPE LW 93+91 26' T. -- ;END 2d LANE MARKERS TYPE 2d LANE MARKERS BREAKAWAY CABLE TERMINAL (BCT) 4" WHITE 1+20 (SEE NOTE 7) PAINT STRIPE OVERLAY EXISTING PAVEMENT w F M F — _-4= 1 = o 0 50'R I o o t91+35 5:1 TAP Frn to LT. & 10' RT. o ( m LW 95+57 13' LT. & 18' RT. - BEGIN TAPER LT. & RT. REOpSnNGNEDD 4' WHITE PAINT STRIPE + + + + BEGIN TAPER LT. & RT. j$41M i ITCH BIKE LANE SYMBOL (TYP.) LW 93+35 (SEE NOTE 8) 13 LT. & 18 RT. 18' WHITE, THERMOPLASTIC j END TAPER LT. & RT. STOP BAR (TYP.) "j 4 WHITE PAINT STRIPE I DOUBLE YELLOW, TYPE 1 AND DOUBLE WHITE. TYPE 1 AND WHITE, THERMOPLASTIC TYPE 2d LANE MARKERS TYPE 2e LANE MARKERS TRAFFIC ARROW (TYP.) 1 0 CITY OF RENTON (DEPARTMENT OF PUBLIC WORKS ' 20 o zo 4o LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 1'-20 ScatF tit CHANNEUZATION & PAVING PLAN MAR, PLOT DE81G.1� A.M. DAT& 213/95 taE NAND UN_P6 DATE: 02/03/23 tt:lA— awwiw K.B. DNG NAME G:\TRANSVE37012W.ANS\LW_P6DT.G 11.A. S. 1'-2(Y nutngt XX JOB NO. 1337012 Awk ALPHA Engineering Group, Inc. „,. ,,,, „.� o„,� A..gpyUp roc 32 �' 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES, PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. n WATER VALVE 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND -"' SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. ^` STORM DRAIN MANHOLE GAS VALVE BEAM GUARDRAIL TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN — ALONG BIKE LANE. STORM DRAIN CULVERT — TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN MANHOLE -- POWER VAULT 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — DITCH JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR - —— R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. SIGN — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL SEC. 5, T.23 N., R.5 E., W.M. i ro LAKE WASHINGTON BLVD. LW 96+45 12' LT. & 19' RT. DOUBLE YELLOW, TYPE 1 AND 4" WHITE PAINT STRIPE LW 99+15 6' LT. & 25' RT. WHITE, THERMOPLASTIC END TAPER LT. & RT. TYPE 2d LANE MARKERS END TAPER LT. & RT. TRAFFIC ARROW (TYP.) BEGIN TAPER LT. & RT. DOUBLE WHITE, TYPE 1 AND M -- ---- — TYPE 2e LANE MARKERS NUj 7 ........ 0Lu w c ♦ O 2 a ---- o — —— — -- _c 1.5 R } c — --- o —-- - _— _ — :. 04 n a 5 ss ll; 40'R �. ,� 4' WHITE PAINT STRIPE 4' BROKEN WHITE \ i \ / 4" WHITE DOUBLE YELLOW, TYPE 1 AND BIKE LANE SYMB Y \ t , ! Ir PAINT STRIPE 1^ I (SEE NOTE B) / I \ 1 j N L 1 1 j n i' TYPE 2d LANE MARKERS — ; : sUl1 IJJ 18" WHITE. THERMOPLASTIC :, ------- -- [C ! STOP BAR (TYP.) 0 \ _ ; CITY OF RENTON DEPARTMENT OF PUBLIC WORKS N LAKE WASHINGTON BLVD. 20 0 20 40 i I COULON PARK TO NORTH 44TH STREET 1'-20• Ld CHANNELIZATION & PAVING PLAN 1 SCALE FEET Z DESKWQD: A.Y. r> % 2/3/95 Pu NAAs LW�7 vim PLOT DATE 02/03/95 11:16— d1AWM K.O. OWG NAAE C.\TRANS\laXM2iPLANSi,LK P7.DMG clf:� A M.A. SOALE 1��20' OMIIA Io. XX B NO. 1537012 AN ALPHA Engineers Group, Inc. N,. W l,o sT o M A►OFOV 70C *mT, 33 - 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) MANHOLE 1- FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. SAN. SEWER MANHOLE o SAN. SEWER WATER VALVE FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND x _ vc^+•+� C G`, GAS VALVE BEAM GUARDRAIL UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT 0 STORM DRAIN CATCH BASIN TELEPHONE RISER ALONG BIKE LANE. ii.=- TELEPHONE VAULT STORM DRAIN CULVERT , POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. " a STORM DRAIN MANHOLE 3 JUNCTION BOX 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — -- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE 9 BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR =''y- R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 -� LUMINAIRE ON UTILITY POLE s R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. - SIGN — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL SEC. 5, T.23 N., R.5 E., W.M. i I LW 102+90 15' LT. TERMINAL ENO DESIGN G WITH TYPE 4 ANCHOR BR 104+50EAKAWAY CABLE LE(22.40' TERMINAL LAKE WASHINGTON BLVD. (SEE NOTE 7) BR (SEE NOTE 7) DOUBLE WHITE, TYPE 1 AND ITE. THERMOPLASTIC 4" WHITE PAINT STRIPE LW 103+00 BEAM GUARDRAIL LW 104+75 END TAPER 4 RT. TYPE 1 ENO TAPER & CURVE LT. & RT. TYPE 2e LANE MARKERS TRAFFIC ARROW (TYP.) BEGIN TAPER 6' LT. & 4' RT.) BIKE LANE SYMBOL (TYP-) BEGIN CURVE �IS' RT.) (SEE NOTE 8) — LW 101+50 n F n BEGIN TAPER (15' RT.) w' _ w _ ....t.......... .. _ i O O O O77 p V — -- - 400 R 0 R b o c311H Xa 4 f inPDOUS(LE 4 WHITE PAINT STRIPE LW 103+46.41LW 104+28.60OOUBCE YELLOW, TYPE'1 'AND DOUBLE YELLOW, TYPE 1 AND END CURVE 12.3 RT f BEGIN CURVE 2.7 RT.YELLOW, TYPE 1 AND 4' WHITE/'PAINT STRIPE TYPE 2d LANE MARKERS TYPE 2d LANE MARKERS TYPE 2d LANE MARKERS LW/105+'10 BEGIN.OVERLAY EXISTING PAVEMENT __ -- 10 r CITY OF RENTON DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 CHANNELIZATION & PAVING PLAN SCALE PEEP ceroorEn, ,tw. oATb 2/3/95 FU.. Lw_Pa 2/ onAvna K.B.`DA �Er! PLOT a.EcxFA M.A. �e 1"�20' oMww ra b( OWN G'f7M2 VatTo+sWw.aLLrpeDrc Awk ALPHA Engineering Group, Inc. „o, ,K�,,,o,,, .. ,,,,,, oA,s A.Ag4ly. Xx 34 — 53 AE N0. 1877012 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. $AN. SEWER CLEANOUT HYDRANT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND S''"~ WATER SAN. SEWER MANHOL GAS VALVE E >°" WATER VALVALVE BEAM GUARDRAIL UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. SO4i� STORM DRAIN MANHOLE u TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT • STORM DRAIN CATCH BASIN ® GABION WALL ALONG BIKE LANE. TELEPHONE VAULT _= STORM DRAIN CULVERT — 4. RESTORE ALL DISRUPTED AREAS BACK 70 EXISTING CONDITION. j STORM DRAIN MANHOLE "" POWER VAULT 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND -- DITCH Z JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST s BRASS PLUG 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 <} UTILITY POLE FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE i' R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. -- SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. --- -------- -- LW 106+05 (19' LT.) LW 106+50 21' LT 4" WHITE PAINT STRIPE TERMINAL END DESIGN G BEGIN GABION WALL LAKE WASHINGTON BLVD. BEAM GUARDRAIL d WITH TYPE 4 ANCHOR M (SEE NOTE 7) TYPE 1 w r7 w V) F tw O - - - - - - - - - - - - - - S H ..- 2 o c O r � _.— __. - 35"R - -- + DOUBLE YELLOW. TYPE 1 AND BIKE LANE SYMBOL (TYP.) N 4- BROKEN WHITE LIMITS OF OVERLAY 4' WHITE Y STRIPE --1� TYPE 2d LANE MARKERS (SEE NOTE 7) 1'1� � PAINT STRIPE ' \ v \\ \ CITY OF RENTON DEPARTMENT OF PVBUC WORKS LAKE WASHINGTON BLVD. \� // \/ COULON PARK TO NORTH 44TH STREET 20 0 20 +o r-20• CHANNEUZATION & PAVING PLAN SCALE FEET Wsar4n, A.N. a•ra 2/3/95 FLE KAWE LW_9 NEr 0 0 awwwn KA. OwiC oz/w/as +i:2+an Awk cWCr yA swLs 1•-20' ^M++�- XX JOB No aiimisves�a+zWiwsV■�oowc ALPHA Engineering Group, Inc. ,. ..� sr A, AP-,& , oc sNISET, 35 — 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOB PROJECT # (CM-1070 001 S: ) 0 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. ;i s SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND O SSt'� SAN. SEWER MANHOLE >1 WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. y_;OtsH GAS VALVE BEAM GUARDRAIL STORM DRAIN MANHOLE C 3. 10-1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT GABION WALL STORM DRAIN CATCH BASIN _ TELEPHONE RISER ALONG BIKE LANE. ITT TELEPHONE VAULT ® = STORM DRAIN CULVERT � POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. • STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — —�- DITCH 0. JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. ^m.. WATER METER < GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 V UTILITY POLE y BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL t— UTILITY POLE ANCHOR - R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 3; LUMINAIRE ON UTILITY POLE - R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL SIGN RIGHT OF WAY SEC. 5, T.23 N., R.5 E., W.M. LW 111+00 BEGIN TAPER 10 LT. & 10' RT. LW 111+35 22' LT LAKE WASHINGTON BLVD . END GABION WALL M LW 111+35 LW 112+90 22' LT.) LW 115+20 If lT. BEAM GUARDRAILEND GABION WALL M END TAPER 11 LT. & 9 RT. TYPE 1 BEGIN GABION WALL cn ~ _-- w _-O 2 F v1 O - ? Q = o U � - p.. ..._ rn 4" WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND - 4 BROKEN WHITE ', `~ 4" WHITE PAINT STRIPE BIKE LANE SYMBOL (TYP.) TYPE 2d LANE MARKERS PAINT-STRIPE (SEE NOTE 7) LIMIT OF OVERLAY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. 20 0 20 sa _ COULON PARK TO NORTH 44TH STREET I 20 scv.E FEET CHANNELIZATION & PAVING PLAN DeaOEO I`>r. a.b 2/3/95 LW-P10 a,.w,. K.B. N['M. Q2/ SGwIE ��� OWG Q\TRANS 11:24om o. XX XB Na1 \AANS\tdS7072 p N 5\Lw�10.DMC c cK®, W.A. ��36 53 oea 837072 AN ALPHA Engineering Group, Inc. w. xvunw ev ,,.., DAM APMO O, XX �., oc, LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PRo�EcrcM—lo7o(001) 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. SAN. SEWER CLEANOUT " FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2 FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND � `,1-4'-' SAN. SEWER MANHOLE '' GAS VALTERVE VALVEALVE BEAM GUARDRAIL UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. 0- STORM DRAIN MANHOLE %`'" G TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN — -TELEPHONE VAULT ALONG BIKE LANE. =a STORM DRAIN CULVERT POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. t STORM DRAIN MANHOLE — 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — DITCH E JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 >�2 LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. SEC. 5, T.23 N., R.5 E., W.M. `' ----— — BEAM GUARDRAIL LW 117+00 ---------�—.—_____-- TYPE 1 BEGIN TAPER 9' LT. & 11' RT. LW 117+35 LAKE WASHINGTON BLVD. END TAPER 10' LT. & 10' RT. _ LW 117+50 (23' LT.) W rn BREAKAWAY CABLE TERMINAL (BCT) 4" WHITE PAINT STRIPE (SEE NOTE 7) 35:1 TAPER i `Ij BIKE LANE SYMBOL (TYP.) (SEE NOTE 8) DOUBLE YELLOW, TYPE 1 AND 4" WHITE PAINT STRIPE 1 \ TYPE 2d LANE MARKERS CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 20 0 20 40 LAKE WASHINGTON BLVD. 1•-20• COULON PARK TO NORTH 44TH STREET scxE Fr CHANNELIZATION & PAVING PLAN Her.: ROT oes orEo AY. Ow.a 2/3/95 caE NVE LW-?11 DAM.G G.</T 0.S 37O12n CNEc�: M.A. lCwl6 1.��. nub in xe O. C:\TRN�3\1&T7012\plANS\IM�+i1,OMC .fOB NO. ta37012 ' Zwk ALPHA Engineering Group, Inc. -0, ,�@, ,. ,.,,�; .,.,,�� 1oc BYffT 37 �• 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 0 o SAN. SEWER CLEANOUT � FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. ^b+H a`lr'' WATER VALVE 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. �S f; ❑G GAS VALVE BEAM GUARDRAIL STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT C STORM DRAIN CATCH BASIN ALONG BIKE LANE. TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN CULVERT =,; POWER VAULT Q STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — DITCH 5 JUNCTION 80X VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 t> UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. _ UTILITY POLE ANCHOR R/R CROSSING GATE~— 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 LUMINAIRE ON UTILITY POLE -� R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. SEC. 5, T.23 N., R.5 E., W.M. SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. -. LW 124+00 27.2 LT. _ - - BEAM GUARDRAIL BREAKAWAY CABLE TERMINAL BCT) 4' WHITE PAINT STRIPE __ _ ---- --- TYPE 1 (TYP.) (SEE NOTE 7) BIKE LANE SYMBOL (TYP.) i LW 121+25 19' LT. (SEE NOTE 8) —��— _ - In TERMINAL ENO O DESIGN G NTH — TYPE 4 ANCHOR (SEE NOTE 7) - ` • - — 04 -- —_— - - _ LLA 0 18" WHITE, THERMOPLASTIC STOP BAR (TYP.) / 40'R t / 2__-`,..8 4" WHITE PAINT STRIPE 4" BROKEN WHITE 00 • �s` DOUBLE YELLOW, TYPE 1 AND + 20'R BEGIN TAPER 10' LT. & 10' RT. TYPE 2d LANE MARKERS END TAPER 16' L7. & 4' RT. PAINT STRIPE UMIT'OF OVERLAY LAKE W ASH,NGToN BLVD. /" 11 i� /I r 20 0 20 'w CI TY OF RENTON SCALE FEET DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN I oEsarEa A.Y.T PLOT . . a.T6 2/3/83 �� LW_P12 DATE: 02/0u3/953 n ZW%ksr LE {"-2a —R XK.Wa nnu: " \7037M2\PUMS\Lwpt20w0 alGm M.A. XG"° I ° ALPHA Engineering Group, Inc. .,o. �� I .. ...,.I oAT� .nMw.®, {ot sin 38 -. 53 PROJECT #CM-1070(001) __. LW 131437.5 25' LT.) --' ' BREAKAWAY CABLE TERMINAL (BCT) (SEE;NOTE 7) --- ^ - -`- - -- -- -_ SEC T.23 N R.5 W.M.6 E LW 131+00 23' LT. - END GABION WALL __ LW 127+25 22.07' LT. ; / Y o __---- -- - RMINAL END DESIGN G WITH NTYPE OTE 4 ANCHOR �ypSHjNGTON BLNJD' _ LAKE F 4" WHITE PAINT STRIPE BEAM GUARDRAIL 18" WHITE. THERMOPLASTIC ` \ TYPE 1 STOP BAR (TYP.) _W 127+7^.37 a.C. W 1 8+50 3' T. BEGIN GABION WALL -� - - / F ' - - - - - -- - 1 W — 716 R r BIKE LANE SYMBOL (TW.) o �------------'- _ - -- � �� i '(SEE NOTE 8) - -\ j 4" WHITE PAINT STRIPE ` 4" BROKEN WHLTE '• -- —'—' ---- �_• -- —' �� --� PAINT STRIPE / DOUBLE YELLOW, TYPE 1 AND TYPE 2d LANE MARKERS _�- - LIMIT OF OVERLAY �'�--.:'•. . �-�1� _. - �•._ _._ -_� , 12 - _ Y =-mac ____ —__-_ ___ --`�� _ JT a \ _ - END TAPER 12T LT. k 8' BEGIN TAPER16' LT. do 4 RT. \ _�`� _ \ SEC. 31 T.24 ,N., R.5 .E., W.M. SEC. 5, T.23 N., R.5 E., W.M. LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: \ SAN. SEWER CLEANOUT :: FIRE HYDRANT 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. 0 PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND I \ SAN. SEWER MANHOLE w WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. SCMH GAS VALVE - BEAM GUARDRAIL `1 \ ' STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT 10 STORM DRAIN CATCH BASIN — ® GABION WALL ALONG BIKE LANE. \• STORM DRAIN CULVERT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. t3 STORM DRAIN MANHOLE L—, TELEPHONE VAULT� POWER VAULT 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — -- DITCH JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. SEC. 32 T.24 N., R.5 E., W.M. 3 WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 > UTILITY POLE s BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL — UTILITY POLE ANCHOR --"' R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20. CO27 AND C034 CITY OF RENTON LUMINAIRE ON UTILITY POLE _ R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. DEPARTMENT OF PUBLIC WORKS SIGN RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 / LAKE WASHINGTON BLVD. FOR BIKE LANE SYMBOL / COULON PARK TO NORTH 44TH STREET CHANNEUZA11ON & PAVING PLAN 20 0 20 40 1 1 OeRMEo, A.M. o Tb 2/3/95 ME MA.E, Lw_PI3 1AE0. PLOT GATE 02/o3/95 tt:Jbn SCALE FEET JJOOBB nape 837(MzsVsnm2\PLws\Lrptana ZIW%kALPHA Engineering Group, Inc. A.Mlpygp :oc OAT, 39 rJ3 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT - FIRE HYDRANT 0 PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. x''' WATER VALVE 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE GAS VALVE BEAM GUARDRAIL TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ALONG BIKE LANE. ii TELEPHONE VAULT STORM DRAIN CULVERT POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. _ y STORM DRAIN MANHOLE J 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND JUNCTION BOX �- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. SEC. 31 T.24 N., R.5 E., W.M. UTILITY POLE ANCHOR =— R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 -- LUMINAIRE ON UTILITY POLE —_-._. R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. - SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. _ LW 134+05 - -- END TAPER 7' LT. & 13' RT. HtN - _---.: GT ON Bl LAKE W AS LW 133+25 17.95' LT. LW 134+65 4- WHITE BEAM GUARDRAIL TERMINAL END DESIGN G BEGIN TAPER 7 LT. & 13 RT. PAINT STRIPE TYPE I WITH TYPE 4 ANCHOR _ LW 132+30 (SEE NOTE 7) _ BEGIN TAPER 12' LT. & 8' RT. F F - -� BREAKAWAY CABLE TERMINAL BCT) ,. F F F (SEE NOTE 7) �I C --- -- --- r 800 R ';' •r u7 - 4r < ✓ %i s — — — _y�- ,4' WHITE PAINT STRIPE END TAPER 10' LT. & 10 RT. DOUBLE YELLOW, TYPE 1 ANQ' N TYPE 2d LANE MARKERS BIKE LANE SYMBOL ('TYP.) ` - //////// (SEE NOTE'8) i LIMIT OF OVERLAY �Q ,• \ -.� / j •' :�� ' � -4_.BF;'OKEN_Y1MlTE_, PAINT STRIPE' 4W Q co / ! AnD-Z CITY OF RENTON OEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH "TH STREET CHANNEUZATION & PAVING PLAN • 20 0 20 40 ! f DEyDN9N A.M. DArm 2/3/95 NAW, LWJ�14 NEW: PIpT MA- K.B DATE; 02/03/%S m1 Y�20' DWO N '. C\7RAr�5\t 11:41✓337Q12�pLAN5\LWp14,DWC F� � p M.A. 7DAlE 1��2(1 au.�.�• XX ,oe No es7m2 zwk ALPHA Engineering Group, Inc. A...Oy roc wmT, 40 o.. 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 0 SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. WATER VALVE 2. FOR PAVEMENT PLANING. REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. cn'+ STORM DRAIN MANHOLE s GAS VALVE C> 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN TELEPHONE RISER ALONG BIKE LANE. -y STORM DRAIN CULVERT - TELEPHONE VAULTPOWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN MANHOLE JUNCTION BOX 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 „ UTILITY POLE N, BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR R/R CROSSING GATE 7, SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE V R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL SEC, 31 T,24 N,, R,5 E., W.M. - SIGN — RIGHT OF WAY - — 4" WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND LAKE WASHINGTON BLVD. TYPE 2d LANE MARKERS BIKE LANE SYMBOL (TYP.) (SEE NOTE 7) `- N t_ r 25'R _ r 0 r r 'r _ r^ !� - J 4" WHITE PAINT STRIPE LIMIT OF OVERLAY -4' BROKEN WHITE 4" WHITE PAINT STRIPE --4'.BROKEN WHITE j Q ( PAINT STRIPE -- ? PAINT I N (( 1 f LIMIT OF ©VERLAY j j 1t t r ' ! 1 rLli Lli w 1 r Mr c+� t CITY OF RENTON 1 f DEPARTMENT OF PUSUC WORKS 111 ' J ' LAKE WASHINGTON BLVD. 1 COULON PARK TO NORTH 44TH STREET 20 0 20 40 CHANNEUZATION & PAVING PLAN 1--20' � ATE 2/.3/95 lu WUF LW—P15 Ntw pet SCALE FEET _ 1 DATE: li7/WJ tit:s3o\ ZIW%k Dnwww K.B. a 1--20' www o. 70( Dw uin c\m.�sV��o+s\vu-s\tM o+1Drc aEa� 1A A JOB NO. +937012 ' ALPHA Engineering Group, Inc. w. �v+cuN s, ..".,. mm •..no eD, 7oc .w.: 41 oc: 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND 0JS 'H SAN SEWER MANHOLE "' WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. ^DMH GAS VALVE ` {j' STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL 8E USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ALONG BIKE LANE. STORM DRAIN CULVERT TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. y STORM DRAIN MANHOLE POWER VAULT 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — —� DITCH Z JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. SEC. 3�, T.24 N., R.5 E., W.M• WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 o- UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 -j LUMINAIRE ON UTILITY POLE ` R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. — SIGN RIGHT OF WAY - •• _ __....._._......_.._....._.............-.-.......__._---- - -�! -- — y. \\ 4' WHITE PAINT STRIPE LAKE WASHINGTON BLVD. -- BIKE LANE SYMBOL (TYP.) C C • (SEE NOTE 7) 10 R -- U 20'R NOMIT OF OVERLAY 4" WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND 4 BROKEN WHITE 4" WHITE PAINT STRIPE` TYPE 2d LANE MARKERS N 1 111 — i \i°. PAINT: STRIPE N C" _ 1 1 CITY OF RENTON DEPARTMENT OF PUBLIC WORKS `i 20 0 20 40 ! LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET scmg FEET ` CHANNELIZATION AND PAVING PLAN oEsw*[> A-M- DAT6 2/3/95 LW-016 vEr: pot aurna K.B. DAM[; 02/D3/9e tt:47an cECxED: M.A. ecA� 1'�20' puw..t 7(X B N. ei mzsv�7v+2w.A�su..r,aD•G zwk ALPHA Engineering Group, Inc. op,w. nEvww sr Ar.w wrc ArrworeD, XX a�T� 42 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2, FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND ,D� '" SAN. SEWER MANHOLE "' WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. O'DMH s'� GAS VALVE STORM DRAIN MANHOLE _ TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ALONG BIKE LANE. STORM DRAIN CULVERT TELEPHONE VAULT,—, TOWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. ,' 5_ CONTACT ALL UTILITY COMPANIES INVOLVED AND STORM DRAIN MANHOLE JUNCTION BOX — -- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE s BRASS PLUG FOR CHANNEUZATION MARKERS DETAIL 100 i— UTILITY POLE ANCHOR -'_"- R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE =..,, R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. SIGN — — RIGHT OF WAY SEC. 31 T.24 N., R.5 E., W.M. qt _.._ _ - — —-- -- _i`-- _. LW 149+00 BEGIN TAPER 10 LT. & 10 RT.- —--- LW 149+35 LIMIT OF OVERLAY -_ LW- �--- 15 +55 _.._ — \ END TAPER 9' LT. & 11" RT. --- -----__._..__ BEGINITAPER 9 LT. & 11' RT. s� 18" WHITE, THERMOPLASTIC DOUBLE YELLOW, TYPE 1 AND ._ ;2 STOP BAR (TYP.) TYPE 2d LANE MARKERS - _ LW 151+90 ND TAPER 8 LT. & 12 RT, 2 Y E E ' 4" WHITE PAINT STRIPE � _20 R r 20"R _ • w 0 0 10"R ` ------ — --- U 4" BROK N WHITE' / — - Q �- S BLVD - - - -- - - - r PAINT STRIPE �„ ! ^ LAKE NGTON - ,oR - ------ ' O HI 04 LIMIT OF OVERLAY 4" BROKEN WHITE 4" WHITE PAINT STRIPE ~ v1 PAINT STRIPE \ \ BIKE LANE SYM80L (TYPr) t �i 4' WHITE PAINT STRIPE LIMIT OF OVERLAY \ ❑ \ 1 / \ (SEE NOTE 7) LIMIT OF OVERLAY \\ , 60Lo '\ \ CITY OF RENTON "9 `� OEPARTM ENT OF PUBLIC WORKS 1'-202 20 O� LAKE WASHINGTON BLVD. i�. COULON PARK TO NORTH "TH STREET CHANNELIZATION & PAVING PLAN of u tu. Dire 2/3/95 LW_P17 Dawn K.B. HEvt vLBr c�cc� M.A. W.Lr- 1'-20• emww sa XX DDWG.,E ros ++ 0I2 ALPHA En sneer Group, Inc. JOB w� d��\ie�7O12W,AN3�LwPt7,BHD \ g II2� JJ rq, nsvmow sr .++a Owrs •rvnov®, 70C **ET. 43 op. 53 LEGEND (EXISTING) LEGEND (PROPOSED) NO S: PROJECT #CM-1070(001) FIRE HYDRANT 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. SAN. SEWER CLEANOUT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE WATER VALVE UTILITYADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27, STORM DRAIN MANHOLE GAS VALVE - BEAM GUARDRAIL TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN _ ® GABION WALL ALONG BIKE LANE. TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. _ STORM DRAIN CULVERT POWER VAULT 1� STORM DRAIN MANHOLE 3 JUNCTION BOX 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND - --- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. _ WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNEUZATION MARKERS DETAIL. UTILITY POLE ANCHOR = R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 LUMINAIRE ON UTILITY POLE �=._. R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. - SIGN RIGHT OF WAY 8. SEE ROADWAY SECTION SHEET 2 FOR SECTION C-C. SEC. 31 T.24 N., R.5 E., W.M. 9. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL LW 152+70 20' LT. LW 153+67 29' LT. BEGIN GABION WALL END GABION WALL ,.� LW 152+70 18' LT. BEAM GUARDRAIL i LW 153+67 27' LT. - `* ---TERMINAL END DESIGN G TYPE 1 TERMINAL ENO DESIGN G LW 156+50 �- %Tti-rjPE 4--ANCHOR---.-. -_� - WITH TYPE 4 ANCHOR BEGIN TAPER 8' LT. & 12' RT. ul Z (SEE NOT1 7) -_—.__ _ - ,- (SEE NOTE 7) _ F c 4" WHITE PAINT STRIPE _ cn �-_ — O - - _ LAKE WASHINGTON BLVD. 35:1 TAPER c Q �r BIKE LANE SYMBOL (TYP.) �� " - (SEE NOTE 8) - ---- r CO PIPE NC DIA. CO 4" WHITE PAINT STRIPE �� 4'" WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND w . (PARKING AEA ONLY) ` TYPE 2d LANE MARKERS L-. - 1p P / SEC. 32 __T-24_'N., R.5 E., W.M. ` CITY OF RENTON DEPARTMENT OF PUBLIC WORKS 20 0 20 40 �' / / ` LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44T}4 STREET 1' 20 SCALE FEE7 /� / / ' ` CHANNEUZATION & PAVING PLAN cewoNM AM• DATN 2/3/95 FLE NAw, LW-P18 o� PLOT 52ern / oRAwN K.B. Oro NAME: G\TRAN5V 0a7012WaN5\LM3n6Do0 / ��/ 'ALPHA Engineering Grovp, In C. aEcO� W.A. '°"`6 1'�2p' e,....�. 7oc .roe NO. 1e07M No. �eawN sr AwR oAtc ArMipym, XX w*En 44 - 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT f PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. 2, FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE �v WATER VALVE GAS VALVE BEAM GUARDRAIL UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. S VD � ^ �"1H STORM DRAIN MANHOLE 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT TELEPHONE RISER ALONG BIKE LANE. ._ STORM DRAIN CATCH BASIN �-_, ® GABION WALL = TELEPHONE VAULT_� STORM DRAIN CULVERT POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — — DITCH -S JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN HOOT AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR = -'- R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20. CO27 AND_C031V —�r LUMINAIRE ON UTILITY POLE ��.�.r R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. = SIGN — — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. SEC. 31, T.24 N., R.5 E., W.M. Lj -- -- 18' WHITE. THERMOPLASTIC -------! — - _"- 1 LW 158+56 15' LT. / _. _.__ ------- - - -- STOP BAR (TYP.) TERMINAL END DESIGN G WITH TYPE 4 ANCHOR (SEE NOTE 7) — T —- _ --------------....__. _--- LW 161+00 21.5 LT. — _ EAM GUARDRAIL' BREAKAWAY CABLE TERMINAL BCT -- -- � _-- — T TYPE 1 (SEE NOTE 7) �e ----- -^-- BIKE LANE SYMBOL (TYP.) _ _.-.----._.___ --•— `O w 4" WHITE PAINT STRIPE (SEE NOTE 8) - - —4 4" WHITE PAINT STRIPE' w w LW 158+57 w v=i LW 157+20 `-, BEGIN TAPER 6' LT. & 14' RT. / _- --- --- - ._ _ W p END TAPER 6" LT. & 14' RT. N 15 R, �- 7 LF., 12" DIAM. < '' , ' i- "� 1sR LAKE WASH{N&TQN BLVD. C. PIPE r _ _� _—`_- -- ~ V) CONNECT TO EXfSTItQfr'' w' 4 LF., 12" DIAM_ �_-"-j-TCN-BASIN) / ' i i ,L` �/ 4" WHITE PAINT STRIPE CONC. PIPE % CB TYPE 1r._:.C� \ DOUBLE YELLOW, TYPE 1 ANO ` - / TYPE 2d LANE MARKERS / ABANDON & PLUG. EXISTING CONC�Pll?i; ' LIMIT OF OVERU4Y\ BROKEN WHITE PAINT STRIPE •� -�� ' -� � :� WHITE, THERMOPLASTIC % CROSSWALK. IV, WIDTH OTHERWISE NOTED ��' UNLESS WI (SEE STANDARD PLAN-H012) � SEC. 32 T.24 N., R.5 E., W.M. m .\ CITY OF RENTON ` DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. .1 '\ COULON PARK TO NORTH 44TH STREET \ CHANNELIZA71ON & PAVING PLAN 20 0 20 40 �810/'M 8 OAT6 2/3/93 H. 4 Lw-p19NEN! PLOT 1"-20' G�Ec� IA.A. SCALE 1•-20DATE; O3/93 /2;1ppmDT.0 NAME: O:\TRN13\7137012VLANS\LMp10.0`SO $�:!').F FAT,oe No. 1y701z ALPHA Engineertng Group, Inc. ,, "�.qN .. ..., wr> AiKIpVlD. 7oC L-- 3 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT c FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1_ FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. 2• FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE QGV GAS VALVE — — DITCH 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT TELEPHONE RISER STORM DRAIN CATCH BASIN ALONG BIKE LANE. >-_ STORM DRAIN CULVERT i T, TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. POWER VAULT STORM DRAIN MANHOLE L 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND UNCTION BOX — -- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE 3 BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR - - R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE �=t R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. SIGN — RIGHT OF WAY SEC. 31 T.24 N., R.5 E., W.M. SEC. 32 T.24 N., R.5 E., W.M. ----- --—'�--_---- _ .-- ---- \ SEE SHEET 53 FOR _ ��PROJECT CONTRACT PLAN END TAPER --.- 14' LT. & 6' RT. — LO --- 4" WHITE LAKE WASHINGTON BLVD. _ 4 4" WHITE PAINT STRIPE BIKE LANE SYMBOL (TYP.) PAINT STRIP w ^� — (SEE NOTE 7) n uj _ -- _��25-R 25' (n - -- -- W Lj N Q + Q LIMIT OF OVERLAY `. �\ LW 163+10.88 �•� nn '} LIMIT OF OVERLAY t :l 4" WHITE PAINT STRIPE DOUBLE YELLOW, TYPE 1 AND LIMIT OF OVERLAY ` L"J�,15o+ h. 7 L,.S.f / �•\ •y'\ \ `� S" \ t , t TYPE 2C LANE MARKERS ` \} \ \ CITY OF RENTON DEPARTMENT OF PUBUC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN .. 20 0 20 40 1 1 0EsorEn, ,lY. owre. 2/3/93 ,af KkW, LW_P20 1"-20' „K K9- o�TFTF.• o�torow/ss 1r2x- SCALE FEET �„ A1A sc.La 1'-2& o,r..o 70( me 0. c37012 vesrw2 pwas�r�2oore Awk ALPHA Engineering Group, Inc. „,. Iwo„ .. ...� wn ...n0vm �o( �, 46 — 53 .roe .o. re Tyt . LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND ="l SAN. SEWER MANHOLE 4 WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE GAS VALVE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN .-, ALONG BIKE LANE. _ STORM DRAIN CULVERT TELEPHONE VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. y' STORM DRAIN MANHOLE POWER VAULT — DITCH S JUNCTION BOX 5 L COMPANIESL UTILITY VERIFY ALLEXISTING UTILITIESBEFORE DIGGING. ED AND ING WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 <> U11UTY POLE � BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. F- UTILITY POLE ANCHOR =- R/R CROSSING GATE • 7. SEE CITY OF RENTON STANDARD PLAN H009 LUMINAIRE ON UTILITY POLE —ti R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. - SIGN — RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. ,i1F{ LO a LAKE WA BLVD. DOUBLE YELLOW, TYPE 1 AND LW 170+00 - ---- - - _ TYPE 2d LANE MARKERS r BEGIN TAPER 14' LT. & 6' RT. LW 171+40 SEND TAPER 10' LT. & 10' RT. 00 Li 20,R 10 R �_ \ 4" WHITE BIKE LANE SYMBOL (TYP.) 4" BROKEN WHITE PAINT STRIPE { (SEE NOTE 7) _ N PAINT STRIPE __ — `ry ,. LIMIT OF OVERLAY x ! I CITY OF RENTON \ \ DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. \ \ COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN _ 20 0 20 40 cel 2/3/95 caE NA4 Lw�n W PLOT OK G.\TRA02/a3DS 121l2\ im O. C:\7RANSVEJ7072V'l�w5LLwp17AN(. $�:ALJ: f1�T \ GEc� N.A. lCwlfi 1"_20' ram• loc .qB N0. tE37pt2 ZW%k ALPHA Engineering Group, Inc. Erma, er ...R o m ♦rMQp XK w4wT, 47 oF• 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLEANOUT - FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. GAS VALVE - BEAM GUARDRAIL - •�"""' STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN ALONG BIKE LANE. TELEPHONE VAULT STORM DRAIN CULVERT POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. _ STORM DRAIN MANHOLE JUNCTION BOX 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND -- —- DITCH VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER - GUARD POST loof 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE y BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR - —- R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN CO20, CO27 AND C034 i� LUMINAIRE ON UTILITY POLE --- R/R CROSSING SIGNAL FOR BEAM GUARDRAIL TERMINAL AND ANCHOR. = SIGN — RIGHT OF WAY 8. SEE CITY OF RENTON STANDARD PLAN H009 FOR BIKE LANE SYMBOL. SEC. 32, T.24 N., R.5 E., W.M. LW 176+04 19' LT. LW 176+72.75 23' LT. TERMINAL END BREAKAWAY CABLE TERMINAL BCT DESIGN G WITH (SEE NOTE 7) TYPE 4 ANCHOR (SEE NOTE 7) BIKE LANE SYMBOL (TYP.) DOUBLE YELLOW, TYPE 1 AND 4" WHITE PAINT STRIPE (SEE NOTE 8) TYPE 2d LANE MARKERS Uj F — w w 2 F w F_ = o - o F- 2 O H _ _ _ _ - -.v,. f O 04 \ _ to LAKE WASHINGTON BLVD. 4" BROKEN WHITE \ \� \ 4" WHITE PAINT STRIPE PAINT STRIPE �\ \\ LIMIT OF OVERLAY c�•� .\ \, CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN oEsOr�q A.M. .. 20 0 20 40 0nra 2/3/93 ruu6, Lw322 DAT 02 cxc� M.A. scKe t'.20' nwr�o X7C 0Wh 0, P 37MZ\ im m Q�mu+s\+dnmz\rw�surpzzpra SCALE iEETZW%k oe"° °"°'2 ALPHA Engineering Group, Inc. o n 1 .111111 o, roc wmT, 48 c-, 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 0 SAN. SEWER CLEANOUT FIRE1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. RE HYDRANT PROPOSED PAVEMENT WIDENING2. FOR PAVEMENT PLANING. REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE `I``' WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. 'U1 STORM DRAIN MANHOLE CIG' GAS VALVE 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN TELEPHONE RISER ALONG BIKE LANE. (TI-_ STORM DRAIN CULVERT TELEPHONE VAULT POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. y STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — DITCH Z JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN HOOT AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL UTILITY POLE ANCHOR R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 -�; LUMINAIRE ON UTILITY POLE t_ R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. - SIGN RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. j ; LW 181+80 a BEGIN TAPER 10' RT. & 10' LT. LIMIT OF OVERLAY 4" BROKEN WHITE DOUBLE YELLOW. TYPE 1 AND N \ 4• WHITE PAINT STRIPE TYPE 2d LANE MARKERS r- O ao PAINT STRIPE LO • F -'. _ — co BIKE LANE sYMe , oL (TYP.) LAKE WASHINGTON BLVD. ---- Y____ (SEE NOTE 7) -----' - LIMIT OF OVERLAYT LIMIT OF OVERLAY I I I I \ \s— — 1 771 \\\\ �♦\\\ CITY OF RENTON \\ \ \\ \ DEPARTMENT OF PUBLIC WORKS \ \ \ LAKE WASHINGTON BLVD. \ \\ COUION PARK TO NORTH 44TH STREET \ \ zo o zo 40 CHANNEUZAiION & PAVING PLAN \ `\ ` \\\ 1•�20, oEsarED: A.M. w>s 2/3/95 ww- LWJ'23 IAEV4 PLOT a�� K B. \ SCALE FEET cwccc®: M.A `� 1•-20' o.•.w,a XK NO.. DAM- 0 O.c a,enmx T7012 td7D,xVu'a�Lrp21DRi \. . ZW%k ALPHA Engineering Group, Luc. a ft� BY ..�w wn .nowov® XX ww. 49 — 53 .roe LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) SAN. SEWER CLFJ+NOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2.{�4 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND ` SAN. SEWER MANHOLE WATER VALVE UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. STORM DRAIN MANHOLE `•' GAS VALVE 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN TELEPHONE RISER ALONG BIKE LANE. TELEPHONE VAULT _ STORM DRAIN CULVERT - POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND r — -- DITCH S JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 UTILITY POLE BRASS PLUG FOR CHANNELIZATION MARKERS DETAIL. UTILITY POLE ANCHOR R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 001 - LUMINAIRE ON UTILITY POLE _r R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL SIGN — — RIGHT OF WAY SEC. 32, T.24 N., R.5 E., W.M. LW 182+50 END TAPER 8 RT. & 12 LT. BIKE LANE SYMBOL (TYP.) DOUBLE YELLOW TYPE 1 AND 4' WHITE PAINT STRIPE -� (SEE NOTE 7) TYPE 2d LANE MARKERS v w ui w w � - - —. -^ - -- - - - - - F- — - - O - - v 35.1 TAPER J - .. .. :.'; + - .n iO 00 y 7n d V) LAKE WASHINGTON BLVD. LW 185+00 LW 186+05 ' C+v ' ?+i .$3 O.S.I. BEGIN CENTER TAPER 2' LT. END CENTER TAPER BEGIN EDGE TAPER 12' LT. ENO EDGE TAPER 11' LT. BEGIN EDGE TAPER 8' RT. END EDGE TAPER 11' RT. ( i i CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET CHANNELIZATION & PAVING PLAN 20 0 20 40 oEs,Orta A.M. are 2/3/95 LM_P24 DATE 0.0T 1'a20' " K.S. DAZE 0:\TR"S �37Ol2n Dw Mu1E D:\Tau�$Vesimz\aI SV.Mp2a.Dwc SCALE FEET Awk ALPHA Engineering Group, Inc. ®, ►LA 'o-20' a.�...o XX as Na esTmz w. �vror sT .ww an J:AtPPRO� xx wmT, 50 o,- 53 LEGEND (EXISTING) LEGEND (PROPOSED) NOTES: PROJECT #CM-1070(001) 0 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND SAN. SEWER MANHOLE v WATER VALVE _ UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. Dltr GAS VALVE • p- STORM DRAIN MANHOLE TELEPHONE RISER 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT STORM DRAIN CATCH BASIN c ALONG BIKE LANE. _ =a STORM GRAIN CULVERT TELEPHONE VAULT; , POWER VAULT 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. 4- STORM DRAIN MANHOLE 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND — -- DITCH JUNCTION BOX VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. z WATER METER GUARD POST 6. SEE CITY OF RENTON STANDARD PLAN H001 AND H002 r UTILITY POLE BRASS PLUG FOR CHANNEUZATiON MARKERS DETAIL. _- UTILITY POLE ANCHOR = R/R CROSSING GATE 7. SEE CITY OF RENTON STANDARD PLAN H009 =- LUMINAIRE ON UTILITY POLE 2`��.v R/R CROSSING SIGNAL FOR BIKE LANE SYMBOL. SEC. 29 T.24 N., R.5 E., W.M. - SIGN — — RIGHT OF WAY SEC. 32 T.24 N., R.5 E., W.M. -- - - . _. - - �._ I i BIKE LANE SYMBOL (TYP.) DOUBLE YELLOW, TYPE 1 AND 4' WHITE PAINT STRIPE O (SEE NOTE 7) TYPE 2d LANE MARKERS W _ -- - w - O !- 4b, o o, O O - -- — — — - -'� )O � c _ ^ + ^ ^ — -- - - 12000 -in 0'R - 1Tp R 0 < LW 187+17 • LW 187+70 4 _;•: _ .. - In - - $EGiN--TAPER 11-PT< END JAPE)-11}' RT. k IO-6T• GIN CENTER LINE CURVE RADIUS -+ �— LW 190+00 - -__-` END OVERLAY EXISTING PAVEMENT LAKE WASHINGTON BLVD. LW 189+75 10'RT. DOUBLE YELLOW, TYPE 1 AND BEGIN EDGE LINE CURVE RADIUS �-- --- TYPE 2d LANE MARKERS J4' WHITE PAINT STRIPE f � 1 t CITY OF RENTON DEPARTMENT OF PUBLIC WORKS LAKE WASHINGTON BLVD. COULON PARK TO NORTH 44TH STREET 20 0 20 40 CHANNEUZATION & PAVING PLAN 7"-20' maKrm A.V. I Dw,e 2/3/95 .E m--& LW-P25 auww K B. DATE PLOT SCALE JOwIE I�-20' oM11A�-- 53 DWO 02 TRANS 13M2Nim a C.37RAN5\tEy7012\PLANS\LM3210WCZW%k oe Na aa7mzALPHA Engineering Group, Inc. wen.D. e. i owre w...w,eD xK . LEGEND (EXISTING) LEGEND (PROPOSED) PROJECT #CM-1070(001) SAN. SEWER CLEANOUT FIRE HYDRANT PROPOSED PAVEMENT WIDENING SAN. SEWER MANHOLE WATER VALVE H STORM DRAIN MANHOLE GAS VALVE ` TELEPHONE RISER NOTES: STORM DRAIN CATCH BASIN — _ STORM DRAIN CULVERT - TELEPHONE VAULT POWER VAULT 1. FOR ROADWAY SECTION AND OTHER DETAILS SEE SHEET 2. STORM DRAIN MANHOLE }; JUNCTION BOX 2. FOR PAVEMENT PLANING, REMOVAL AND RELOCATION ITEMS AND DITCH UTILITY ADJUSTMENT SEE SITE PREPARATION PLAN SHEETS 3 TO 27. WATER METER GUARD POST UTILITY POLE BRASS PLUG 3. 10:1 MAXIMUM SLOPE SHALL BE USED FOR DRIVEWAY ADJUSTMENT ALONG BIKE LANE. --- R R CROSSING GATE LIMIT OF OVERLAY — UTILITY POLE ANCHOR / 4. RESTORE ALL DISRUPTED AREAS BACK TO EXISTING CONDITION. LUMINAIRE ON UTILITY POLE R/R CROSSING SIGNAL 5. CONTACT ALL UTILITY COMPANIES INVOLVED AND SIGN RIGHT OF WAY VERIFY ALL EXISTING UTILITIES BEFORE DIGGING. 6. SEE CITY OF RENTON STANDARD PLAN H001 AND HO02 4" WHITE PAINT TRIPE 4' BROKEN WHITE FOR CHANNELIZATION MARKERS DETAIL. n __ PAINT STRIPE BIKE LANE SYMBOL (TYP.) 7. SEE CITY OF RENTON STANDARD PLAN H009 a 1 R (SEE NOTE 7) FOR BIKE LANE SYMBOL 30'R \ TYPE A TRAFFIC CURB LW 194+36 6' LT. & 6' RT.) END CENTER LINE CURVE RADIUS O p 1- 4' WHITE PAINT STRIPE1200. clq + V 0R` \ J 0 _ 50'R 4" WHITE PAINT STRIPE ` - - rapFR \^Y 6 IVA GTON \ \ \ LIMIT OF OVERLAY '•• DOUBLi WHITE. TYPE 1 AND TYPE 2e E MARKERS 18".WHITE THERMOPLASTIC STOR BAR (TYP.) \ SEC. 29, T.24 N., R.5 E., W. A. ' b SEC. 32, T.24 N., R.5 E., W.M. / I O (i f0 3 'I LU ' i I N = i CITY OF RENTON j ( DEPARTMENT OF PU6UC WORKS LAKE WASHINGTON BLVD. j ( COULON PARK TO NORTH 44TH STREET 20 0 20 40 ,�-zo I I j CHANNEUZATION & PAVING PLAN SCALE FEET \ oFs Dry A u. DArb 2/3/95 F"wub LW-P26 ilM vlor DxAw KB. DaiG vt/0.7/US zupn ,` aEe� u.A. wALr. 1'-20' oMww,s XX oe x 537012 es7m2\vures\lwy24owD ALPHA Engineers Group. Inc. b. a,» er . D.r: A..%CVD roc .ter. 52 53 NOTES: 1. SEE SHEET 2 FOR TYPICAL ROADWAY SECTION. CONCRE-7- "I 2. CONTACT ALL UTILITY COMPANIES INVOLVED. l,j r V FE BEFORE DIGGING AND FIELD VERIFY ALL EXISTING UTILITY LINES. 1 RIG VlIkl-' 3. EXISTING UTILITY POLES SHALL BE RELOCATED CARAGE • BY OTHERS. 'gull c- 4. THE CONTRACTOR SHALL PROVIDE FILTER FABRIC LOT 50 LIMIT OF FOR SEDIMENT CONTROL AT EXISTING CATCH BASINS OVERLAY AS REQUIRED. BEAM GUARDRAIL 5. REMOVE AND RELOCATE EXISTING SIGN AND POST. Cw E TERMINAL END -1 ON SAME POST. 40 INSTALL SIGN RI-1 BELOW SIGN R15 DESIGN G WITH 6. SEE SHEET 21 FOR LAKE WASHINGTON BLVD. TYPE 4 ANCHOR J, IMPROVEMENT. (SEE NOTE 7) 7. SEE CITY OF RENTON STANDARD PLAN CO27 AND C034. e' RE7AINNG 'MALL LOT 51 A, i / / / 8. FOR ROCKERY DETAILS SEE CITY OF RENTON KEYSTONE WALL OR illob I STANDARD PLAN D017. APPROVED EQUAL 70, 70. C.D.HILLMAN'S HOUSE 30,00. 4. v LEGEND (PROPOSED) LAKE WASHINGTON GARDEN OF EDEN • WHITE MAIL BOX i A*--.,---'.*-- ADDITION TO SEATTLE NO.2 R15-1 (RELOCATE),' TYPE ;2e.0�1 TZE ' '�(Typj) tANE MARKERS Rl-1 (RELOCATE) JL SIGN BLOCK 4 i-0-T 52 (SEE NOTE 5) VOLUME 11, PG. 64 C30CE WALL rc b+85 CID OFFSET 23.97 RT. GUARDRAIL CEMENT CONCRETE f RAILROAD CROSSING ' / ! �� / zoo EXISTING PAVEMENT TO BE REMOVED TIC STA 1+12.05 PLANING BITUMINOUS PAVEMENT LC;T 53 R15- (RELOCATE) A RELOCATE umrr (SEE DETAIL SHEET 2) �SEIE NOTE,'5) POLE LB*-Onl&S) Te G"6.49 Acp 'L7 OFFSE A0.00 RI. RELOCATE EXISTING T 4j MAIL BOX-VAN D BEHIND.-' 21 LEGEND (EXISTING) 71 ............... . ........ ,GUARDRAIL i7l ,— ... GUARD POST HOUSE I'll ..�! 11�—X - ; li SAN. SEWER CLEANOUT -2 MONUMENTIN CASE 0 SAN. SEWER MANHOLE • LOT 54 ------ STORM DRAIN CATCH BASIN 3 ELEC. JUNCTION BOX C-IL T ..AtIK CAo; STORM DRAIN CULVERT C3 TRAFFIC JUNCTION BOX 0-- ASPHALT' 4� STORM DRAIN MANHOLE R/R CROSSING GATE .......................... Es WATER METER lle R/R CROSSING SIGNAL ------ FIRE HYDRANT SIGNAL CONTROLLER BOX .1 45'R >1 WATER VALVE STREET LIGHT ASSEMBLY WHI r, GAS VALVE TE TRAFFIC SIGN TIC THERMOPLAS BEAM GUARDRAIL [E POWER VAULT TERMINAL END STOP BAR (TYP UTILITY POLE SIGN rod DESIGN G WITH UTILITY POLE ANCHOR TRAFFIC SIGNAL POLE TYPE Al ANCHOR TELEPHONE RISER a��- TRAFFIC SIGNAL POLE W\LUM. (SEE NOTE % f TELEPHONE VAULT /10, TRAFFIC DETECTOR CAPPORT T 1.uo ROCKERY EXISTING R/W STUMP RR/STA/ MAILBOXES 25*R T EXISTING PAVEMENT TC STA 0+00 - TEST HOLE LC r 5 LIMIT OF LW STA. 163+10.88 OVERLAY Rl5-4 EILOCATE)R Rll�-Y ATE) 4" BROKEN WHITE PAINT STRIPE. I k-4CL /4".*ITE AI�J'S3�PE' TYPE il tr RbAOVE/ DOUBLE YELLOW, KU(-K 10 0 10 20 Lb(T/ f VC 2d LANEIM T XRKEXS PIPE" LOT 57 SENT I HOUSE / SCALE FEET #.3619 1411 ASPHALT Il ASPHALT BASIS OF DATUMS CRY OF RfNTON LANE WASHINGTON BLYE),AfjjjAL ROCK WALL I WAPPNG PROXCT(MARCH%992 CITY OF RENTON (SEE NOTE 8 HORIZOWAU KING=)NTY AERIAL-�IRVEY DEPARTMENT OF PUBLIC WORKS VERTICAL U-Sc k a.S. BNRR TRACK CROSSING LOT 58 A We T PIPE IND TURNAROUND (U0 GRADING, PAVING & CHANNELIZATION PLAN R�DAT15 2/3/95 MUE f K.B. SCAL& 1- - IAE"*. PLar :41 • a., VK t,Am •A.VRO�M w*ET, 53 531 gSD.HOL 1&Trm3 j ALPHA Engineering Group, Inc. y PROJECT REQUEST FORM PLANNINGBUILDING/PUBLIC WORKS' (SOME SECTIONS APPLY TO CIP AND SOME APPLY TO DEVELOPER PROJECTS) DATE: 1/17 CONTACT: TERI WO# FILE STATUS I ® EXISTING OR NEW FILE CODE SWP-27-2292 LOCATION I Ej My Work Space: File Bay Shelf#: 23 Other: PROJECT NAME:(TERTIARY)`N 40TH ST/LAKE WASHINGTON BLVD STORM REPAIR (label line one) (250 characters max) Allowable Folder Title: (SECONDAY): MISCELLANEOUS (label line two), (WORKING'FILE) Go to Utilities Fick List(Second Page) DESCRIPTION OF PROJECT: ADDRESS/STREET NAME(S): DEV/CNTR/OWN/CNSLT: OTHER ALIASES: NOTES/CORRESPONDENCE; 90%DESIGN REVIEW NOTES Size of Waterline: N/A New & N/A New Size of Sewerline: N/A New & N/A New Size of Stormline: N/A New & N/A New CHECK EACH DISCIPLINE INVOLVED IN PROJECT Ltr Drwg #of sheets ❑ TED(roadway/drainage) ❑ (off site improvements) (include TESC) ❑ TRO (Signalization, Channelization,Lighting) El ❑ WWP (wastewater) ❑ ❑ (sanitary sewer main) ❑ WTR(water) (Mains,Valves,Hydrants) El ❑ (inc.composite&HorizontalCtrl) ❑ SWP(surface water imp.) (CIP only)(include basin name) ❑ PLR(plan review) (Neccessary for developer files) (letter only) IFPLEASE CHECK THE DISCIPLINES WHICH NEED TO SIGN MYLARS': WATER WASTEWATER ❑ SURFACE WATER TRANSPORTATION FIRE FOR FILE MAINTAINANCE USE ONLY File Codes: Date Entered and Labels Made: swp272292.doc 1 CIP PROJECT FILE PICKLIST UTILITIES FILE TITLE.— FOLDER SIZE*' QUANTITY CORRESPONDENCE Choose Folder size ❑General-------------------------------------------------------------- ❑Consultant ---------------------------------------------------------- ❑C ity-------------------------------------------------------------------- ❑Other Agencies---------------------------------------------------- ❑C o n t ra ct o r----------------------------------------------------------- ❑Grants/Loans------------------------------------------------------- DESIGN/PLANNING ®Design --------------------------------------------------------------- 1S (1" Shelf) 1 ❑Consultant Selection --------------------------------------------- ❑Contracts------------------------------------------------------------ ❑Reports/Studies/Calculations ---------------------------------- ❑Consultant Payments -------------------------------------------- ❑ AGREEMENTS ---------------------------------------------------------- ❑ S E PA----------------------------------------------------------------------- ❑ PERMITS/PLAN REVIEW -------------------------------------------- ❑ EASEMENTS/DEEDS-------------------------------------------------- CONSTRUCTION ❑Bid Info--------------------------------------------------------------- E:]Insurance & Legal Review-------------------------------------- ❑Contract Document----------------------------------------------- ❑Submittals----------------------------------------------------------- ❑Pay Estimates------------------------------------------------------ nChange Orders ---------------------------------------------------- ❑Inspection/Progress Reports----------------------------------- ❑Construction Management Services-------------------------- F-10perations & Maintenance-------------------------------------- F-1 LITIGATION -------------------------------------------------------------- LI D-------------------------------------------------------------------------------- ❑Public Notification------------------------------------------------- ❑Public Meetings---------------------------------------------------- nFinal Assessment Roll ------------------------------------------- r_j Miscellaneous------------------------------------------------------ SAD------------------------------------------------------------------------------ ❑Public Notification------------------------------------------------- ❑Public Meetings---------------------------------------------------- [:]Final Assessment Roll ------------------------------------------- ❑M iscellaneous------------------------------------------------------ swp272292.doc