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s Gary Merlino Construc Company Inc. -= August 17, 2001 6.0 T Serial Letter No. 8 aD� Cwiq&C" �vrt � -r J/W James P. Wilhoit, P.E. � p- ,< City of Renton Project Manager e131 f/d Transportation Systems Division, Design Renton City Hall 1055 South Grady Way Renton, Washington 98055 RE: Project Number CAG#00-099 East Valley Road Rehabilitation Trench Excavation Safety System Dear Mr. Wilhoit: As requested by the City, I have prepared a price proposal for the Trench Excavation Safety System that will be required in order to replace the existing Type H Catch Basin. The cost for the Trench Safety System for the removal and replacement of the contract specified Type II Catch Basin is $3,555.97. You may refer to the enclosed worksheet for a breakdown of these additional costs. Please prepare a change order for this extra work. I am also requesting that two (2) additional days be added to the contract as part of the compensation for this change. Sincerely, w;k GARY MERLINO CONSTRUCTION COMPANY, INC. f`" !4 J gHueter / PROJECT MANAGER CC: File 912510th Ave South Seattle WA 98108 2061762-9125 FAX 2061763-4178 WA CONTRACTORS LIC. NO. GARYMCC150MW OREGON CCB NO. 138991 Shoring.xls Shoring PRINTED ON 8117/01 at 1:26 PM GARY MERLINO CONSTRUCTION COMPANYN PROJECT NAME:EAST VALLEY ROAD REHABILITATION $i(gt1YN25 a ; Signal Electric $750 Change Order:Shoring For Type II CB Replacement Need to shore around existing utilities(traffic signal poles,boxes,conduits)"As directed b Engineer" r y M(Ti R10 �. Fin Form Plywood 6 sheets $110 $660 Malarial Subtotal $660 �ATALStIBCG#TRACtR,S $750 TRUWNG s JMTERW WM. TOTALTRPSt ?; ! ( UCK#i MlRs . IMPORT(Solo Truck) 1 0 1 0.00 1 0 TOTAL TRUCK HOURS 0 Hrs TRUCK RATE per HOUR $0.00 4151 Til'TRt/tQNG $0 TALC k- $660 Install Shoring DAYS HOURS Lab.Hrs 1 FM 1 6 $54.57 $327 6 0 1 OP 1 6 $38.11 $229 6 2 L 1 6 $33.21 $399 12 1 LL 1 6 $34.87 $209 6 30 HR f: At T=; $1,164 Remove Shoring 6?il u` DAYS HOURS Lab.Hrs 1 FM 1 1 $54.57 $55 1 0 Shoring Box 1 LS $500.00 $500 1 OP 1 1 $38.11 $38 1 BACKHOE 7 HOURS $19.00 $133 2 L 1 1 $33.21 $66 2 1 $0.00 $0 1 LL 1 1 $34.87 $35 1 0 $0.00 $0 5 HR y '.; $194 1 $0.00 $0 $0.00 $0 $0.00 $0 $0.00 $0 $0.00 $0 0 $0.00 $0 0 $0.00 $0 $0 0 $0.00 $0 ON-SITE TRUCK 7 HOURS $10.00 $70 JOB TRUCK 7 HOURS $16.50 $116 0 $0.00 $0 1 $819 OPERATOR HOURS 7.00 JILFS ;MA Jt{ »; $660.00 $56.76 $99.00 -,, $815.76 $1,358.00 $271.60 OT. ORC4?Si,�i $1,629.60 $818.50 M>)ditt;bt1 E tl ,. $122.78 $941.28 , �r ..; $3,386.64 $b £ � $169.33 u '>', ". $3,555.97 35 if-.,,. ,<� L7 $1,358 Page 1 of 1 Staddard Item 0001 Detail http://www.wsdot.wa-gov/fossc/cons/contaa/uba/itemdet.c fm?ltem=7 00 8 WTWashington State AP Department of Transportation Standard Item 7008 Detail Item: 7008 Description: SHORING OR EXTRA EXCAVATION CLASS B Unit of Measure: S.F. Activity: 410 Prequal Code: 12 Item Use Message: STANDARD ITEM Last Used Date: August 7, 2001 WSDOT Home I Unit Bid Analysis/ Standard Item Table Inquiry Send Questions or comments about this page to Project Development, Washington State Department of Transportation - Page last updated September,1996 Data is updated monthly Copyright 0 1996, 1997,1998,1999 Washington State Department of Transportation.All rights reserved. WSDOT makes every effort to maintain the accuracy of said information but this is not a guarantee vx7 L'L 6 V let), L 101-A " CA4 C Af-r 57P O/Z 1AIC-1- IL 16. AUG 16 M �o 5/ F DAJ S_V)T- P3 ID YP TO(Z C- 1(94 -rC L-) �,4 o E7,/Y 5 WC CIO/S � - -7—o-r,,l L, C.D -5--7- I of 1 8/15/01 2:22 PM UBA'History of Item 0230 EASTERN Region http://www.wsdot.wa.gov/fossc/cons...a/ubahist.cfm?&Item=7008&xRegion=l AMW Washington State VAF Department of Transportation Unit Bid Analysis History for Standard Item 7008 in the NORTHWEST Region To view the detail information for a specfic contract click on Contract Number Contract Planned Qty Low Bid 2nd Bid 3rd Bid Bid Open Date 006199 2069.0000 .1000 Aug 08, 2001 006204 11270.0000 .5000 Jul 18, 2001 006150 7166.0000 2.0000 .6700 Jun 20, 2001 006137 10764.0000 .5000 .1000 Jun 06, 2001 006113 56.5000 25.0000 May 09, 2001 006008 104270.0000 .2500 .1000 .5000 Mar 21, 2001 006008 14430.0000 1.0000 .1000 1.0000 Mar 21, 2001 005968 18937.0000 1.0000 .5000 1.0000 Dec 20, 2000 005801 8470.0000 .4000 .4000 .1000 Mar 01, 2000 005695 68479.0000 .1000 .5000 Jun 23, 1999 005641 2236.0000 5.0000 2.0000 1.0000 May 26, 1999 005388 307.000 .1000 1.0000 2.0000 Apr 22, 1998 005387 2236.0000 1.0000 1.0000 1.5000 Apr 16, 1998 005246 64.0000 10.0000 16.2800 5.0000 Jul 16, 1997 005262 455.0000 5.0000 15.0000 5.0000 Jul 11, 1997 005225 190.0000 2.0000 1.0000 1.0000 Jun 19, 1997 005043 18430.0000 1.0000 .3000 .3000 Jan 15, 1997 005020 79.0000 6.0000 2.2000 10.8000 Oct 31, 1996 004962 8062.0000 .2500 .2000 .5000 Sep 25, 1996 004944 - 1.0000 30.0000 4.0000 Aug 28, 1996 004955 73140.0000 1.0000 .1000 .1000 Aug 21, 1996 1 of 5 8/15/01 2:23 PM UBN History of Item 0230 EASTERN Region http://www.wsdot.wa.gov/fossc/cons...a/ubahist.cfm?&Item=7008&xRegion=I 004950 39231.0000 .3900 .2500 .3500 Jul 31, 1996 004919 20004.0000 .4000 Jul 03, 1996 004849 110432.0000 .1000 .5000 .7000 Jun 05, 1996 004903 11692.0000 .3500 .4000 1.0000 May 30, 1996 004880 2190.0000 1.0000 1.0000 2.0000 May 15, 1996 004893 1890.0000 .1000 .2500 .6000 May 08, 1996 004864 30726.0000 .1000 1.0000 1.0000 May 01, 1996 004850 1050.0000 5.0000 3.0000 4.5000 Apr 24, 1996 004812 69948.0000 .1000 .0600 .5000 Mar 20, 1996 004810 41713.0000 .2000 .2200 .0100 Mar 06, 1996 004832 332.0000 1.0000 2.0000 2.5000 Mar 06, 1996 004789 30041.0000 .1000 .1000 .5000 Feb 07, 1996 004787 350.000 1.0600 3.0000 3.4000 Jan 11, 1996 004776 85812.0000 .2500 .1600 .1000 Jan 10, 1996 004776 3912.0000 1.0000 1.0000 2.0000 Jan 10, 1996 004785 250.0 0 5.0000 15.5000 6.0000 Dec 14, 1995 004768 63869.0000 .1000 .1000 .1000 Nov 29, 1995 004771 61760.0000 .4000 1.2500 .4000 Nov 22, 1995 004756 200960.0000 .1000 .4000 .3000 Sep 20, 1995 004764 4310.0000 1.0000 .5000 .5000 Sep 20, 1995 004697 6030.0000 .6000 .4000 1.0000 Jul 18, 1995 004724 3060.0000 .5000 2.0000 .5000 Jul 12, 1995 004609 9208.0000 .2500 .5000 .4500 Jun 28, 1995 004713 1512.0000 1.0000 2.0000 6.0000 Jun 21, 1995 004698 110.0000 4.0000 1.0000 .0000 Jun 01, 1995 004703 4716.0000 .5000 2.0000 .5000 Jun 01, 1995 004700 600.0004' 1.0000 .7500 1.0000 May 24, 1995 004655 67615.0000 .2500 .2500 .2000 May 17, 1995 004675 5480.0000 .0100 .7500 1.7000 May 11, 1995 004621 29259.0000 .4500 .3100 .3000 May 10, 1995 2 of 5 8/15/01 2:23 PM UBA History of Item 0230 EASTERN Region http://www.wsdot.wa.gov/fossc/cons...a/ubahist.cfm?&Item=7008&xRegion=l 004656 11360.0000 2.0000 1.0000 .0000 May 03, 1995 004672 4460.0000 .3000 .5000 .0000 May 03, 1995 004652 730.0000 7 .1000 1.0000 .5000 Apr 20, 1995 004617 455.0000 4.0000 .5000 2.2500 Mar 22, 1995 004607 2037.5000 1.0000 1.8700 1.0000 Mar 16, 1995 004620 11804.0000 .0100 .2500 .3800 Mar 15, 1995 004610 980.0000 1.0000 2.0000 5.0000 Mar 15, 1995 004592 8376.0000 .5000 .2500 1.5000 Mar 01, 1995 004597 95.0000 5.0000 7.0000 1.0000 Feb 23, 1995 004567 31888.0000 .2500 .1000 1.0000 Feb 01, 1995 004543 41617.0000 .5000 .1000 .1000 Dec 14, 1994 004552 20.0000 1.0500 1.0000 6.0000 Nov 10, 1994 004536 20705.0000 1.0000 .3000 .4000 Oct 26, 1994 004529 800.0000 2.0000 3.0000 2.0000 Sep 28, 1994 004459 51297.0000 .1000 .3700 1.0000 Aug 17, 1994 004500 13470.0000 .2500 2.0000 .2000 Aug 17, 1994 004492 240.00 .1000 2.0000 9.7000 Jul 28, 1994 004482 2080.0000 1.5000 1.0000 .7500 Jul 27, 1994 004481 3710.0000 .4000 1.5000 .0000 Jul 07, 1994 004478 50.0000 1.0000 9.0000 .0000 Jun 23, 1994 004444 90137.0000 .3500 .2000 .0100 Jun 22, 1994 004467 4140.0000 2.8000 .6500 3.0000 Jun 08, 1994 004428 1350.0000 1.0000 1.0000 1.0000 May 18, 1994 004420 5210.0000 .1000 3.0000 .5000 May 11, 1994 004443 C-705.00OON 2.0000 .0000 .0000 May 11, 1994 004378 5494.0000 .2500 .2500 2.0000 Apr 27, 1994 004411 14190.0000 .5000 .2500 .1000 Apr 06, 1994 004406 1870.0000 .3000 2.0000 1.0000 Mar 31, 1994 004372 43289.0000 .3000 .3000 .5000 Mar 09, 1994 004354 55197.0000 .1000 .3000 .0100 Feb 24, 1994 3 of 5 8/15/01 2:23 PM UBA'History of Item 0230 EASTERN Region http://www.wsdot.wa.gov/fossc/cons...a/ubahist.cfm?&Item=7008&xRegion=I 004370 390.0000 .5000 2.0000 1.0000 Feb 09, 1994 004336 25255.0000 .2000 .1500 .1500 Dec 15, 1993 004343 2520.0000 1.0000 1.0000 1.0000 Dec 01, 1993 004333 17852.0000 .2500 .1000 .2500 Nov 17, 1993 004326 114229.0000 .2000 .2000 .2500 Oct 27, 1993 004298 73719.0000 .1000 .1000 .1500 Sep 01, 1993 004327 .0000 .3300 4.0000 .0000 Sep 01, 1993 004325 3017.0000 .4000 2.0000 3.0000 Sep 01, 1993 004322 0 1.0000 1.0000 2.0000 Aug 18, 1993 004286 6820.0000 .7500 .7500 .2000 Jul 28, 1993 004292 26648.0000 .4000 .4000 .2500 Jul 28, 1993 004319 7294.0000 .1000 .1000 1.0000 Jul 28, 1993 004295 50300.0000 .0100 .0100 .3000 Jul 14, 1993 004313 450.0000 .6000 1.0000 3.0000 Jul 14, 1993 004262 4200.0000 .4100 .2500 .5000 Jun 16, 1993 004243 745.00 1.0000 5.0000 .0000 Jun 09, 1993 004263 2562.0000 .5000 .4000 .5000 Jun 09, 1993 004269 11920.0000 .3500 1.0000 .2000 Jun 03, 1993 004238 190395.0000 .3000 .5000 .8500 May 19, 1993 004261 36035.0000 .4200 .0500 .1000 May 19, 1993 004248 �.00000.0000 2.5000 2.0000 May 12, 1993 004258 15491.0000 .3000 .5100 .0100 May 12, 1993 004202 2020.0000 2.0000 .1000 1.0000 Apr 28, 1993 004245 11996.0000 .3000 .9600 .5000 Apr 21, 1993 004200 10550.0000 .1000 .4000 .4500 Apr 07, 1993 004210 2.0000 5.0000 2.0000 Apr 07, 1993 004214 680.00 .2500 1.0000 .5000 Apr 07, 1993 004161 54127.0000 1.0000 .3000 1.0000 Mar 31, 1993 004177 3384.0000 1.0000 1.0000 5.0000 Feb 03, 1993 004175 3410.0000 1.5000 2.0000 .5000 Feb 03, 1993 4 of 5 8/15/01 2:23 PM UBA History of Item 0230 EASTERN Region http://www.wsdot.wa.gov/fossc/cons...a/ubahist.ctin?&Item=7008&xRegion=l ___.._..._ .......... ......... ....... ......... _. WSDOT Home Unit Bid Analysis/ Standard Item Table Inquiry Send Questions or comments about this page to Project Development, Washington State Department of Transportation. Page last updated September,1996 Data is updated monthly Copyright©1996, 1997, 1998, 1999 Washington State Department of Transportation.All rights reserved. WSDOT makes every effort to maintain the accuracy of said information but this is not a guarantee 5 of 5 8/15/01 2:23 PM to 5.13 brdke0 ' 0 0 0 Pm Flaw ' COX IS'' 4 s" 1 23 /I '" ' f tz �i ,� �� i—w--6.c.._.ae..—s♦._..._iw'��w+!C.-s^ __ '�_ s[ is as- R 6hx�T W . \\\ [` s i Notify the Gas Comr)Cln) d work, is 0057sh /11=o/ TYPE ___-._.- _._.__.-_._.__..___ _ __.__.__._- -----.-__.--_---._._gy.tF -swv done within -------------- rf 4 f ; ( ; ' h --- Q O ^� V tl p O 8 Top into >I O O f '~Ol�VC _I! 13 O 1 t-> i O . f j f O. t _ 1 O O � ' ` i` p O if OOO "f O O � T °,J P ' 00 O i �.....{i j L_ � . ..i 6Nr6 Sod<iJ-tk l = 16 PPWof 03 Ydk-n 00 0 « g �fi W E { I�FJ Cr/nC•5� - i r�f f j s" M PH y ;F QUA R-c-E F—A Is nej -Tj ; j[ ' k_ "} i F - .._--- --' _ ____--____—___________-___---__--__ E f WALK, J — ---------------- ---------------- 0 o CAEB l r ° O , o o ;! ;; �� t J, T Li °° - 8 sr Top into :f ° i � J .� O f . 8 ID o 1 ;- o o Dilk � n v O D ix J - O O f 0 2.3 . `-`• ,I P -Orlo j5 C N U 0 0 � � E 9 REHABILITATION OF EAST VALLEY ROAD Qrn c O w Q � SW 41st STREET TO SW 43rd STREET AND WEST OFOAKSDALE TO SR 167 0 = �3-- � � SW 43rd STREET Q w z CITY OF Z� RENTON .o PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT o0 3 Q P - STPU �-TA- 96 (268) z �w �LiJ a'd ao E �E mE INDEX BEGIN SW 41 st STREET E+ CONSTRUCTION PROJECT a" SHEET DESCRIPTION LOCATION SB DETOUR ROUTE SEE SPECIAL END EAST VALLEY ROAD C 1 COVER SHEET PROVISIONS CONSTRUCTION C2 TYPICAL ROADWAY SECTIONS C3—05 PAVEMENT AND OVERLAY PLAN � '' W tm, �►C6 CHANNELIZATION PLAN � END TR 41O STREET � BEGIN SW 43rd STREET I I I I C_ CONSTRUCTION C7—C10 SECTIONS AND DETAILS CONSTRUCTION S,,,dST sw st n FEND SW 43rd STREET $ $ CONSTRUCTION oz LEGEND ABBREVIATIONS sw S, n C U K WMH WATER MANHOLE AC - ASPHALT CONCRETE 18t3t {� WM ❑ WATER METER ALT. - ALTERNATIVE WV ® WATER VALVE a APPROX.— APPROXIMATE ie2rd I 15ih R FH< ® AS HYDRANT GV GASCONC. — CONCRETE it + POW VLT POWER VAULT COR - CITY OF RENTON LV 0 STREET LIGHT VAULT CSTC - CRUSHED SURFACING TOP COURSE 12'CONC SD STORM DRAIN LINE EMH - ELECTRICAL MANHOLE < w CB CATCH BASIN EVR - EAST VALLEY ROAD I� a SDMH STORM DRAIN MANHOLE LT — LEFT fl 8"PVC SS SANITARY SEWER LINE NB — NORTHBOUND C=S 1��� & SSMH SANITARY SEWER MANHOLE NITS — NOT TO SCALE — — — RIGHT OF WAY LINE PVMT. — PAVEMENT I �� BEGIN EAST VALLEY ROAD — -- CENTERLINE R — RADIUS CONSTRUCTION MIC ® MONUMENT IN CASE RPM — RAISED PAVEMENT MARKERS S 4 SIGN RR — RAILROAD LIMITS AT DROP CURB RT — RIGHT INTERSECTION Z II TRANSITION R/W — RIGHT—OF—WAY SEE SPECIAL 1 m G CURB � 'GU7TER SB — SOUTHBOUND PROVISIONS VICINITY P&LP 0---3' POWER AND LIGHT POLE SMA — STONE MATRIX ASPHALT MAP N 0— LIGHT POLE ST - STREET NTS REFER TO ORIGINAL DRAWINGS TRAF VLT TRAFFIC VAULT STA — STATION FOR SIGNATURE AND SEAL TRAF CAB TRAFFIC CABINET TYP. — TYPICAL CONSTRUCTION NOTES REFERENCE o z REHABILITATION OF EAST VALLEY ROAD DWG NO. N AND SW 43rd STREET C2 FACE OF CURB= SHEET CONSTRUCTION TYPICAL ROADWAY SECTIONS 2 OF 10 MATCH EXISTING CROWN CONTROL LINE FOR c ELEVATION (TYP.) A EAST VALLEY ROAD P—STPUL—TA-96 268 9 VARIES MATCH EXISTING w EXISTING CURB VARIES 0 TO FULL-WIDTH (SEE PLANS) VARIES 0 TO FULL-WIDTH (SEE PLANS) CONCRETEZOVERLAY LIMITS N AND GUTTER (TYP.) VARIES B 11'-O" C 11'-0" D 11'-0" E 1 V-6" F LANE LOCATIONS TO REMAIN UNLESS 0 J w OTHERWISE NOTED 2" SMA OVERLAY w > IN PLANS SLOPE VARIES SLOPE BC* SLOPE CD* SLOPE DE* SAWCUT 4 H-cn PROJECT LIMITS N >- 'v :. .:aP - MATCH EXISTING QQ % ,. � ELEVATION o _// EXISTING AC PAVEMENT <O O 3 EXISTING CSTC EXISTING SUBGRADE COLD PLANE EXISTING AC NEW 10" CEMENT Q (TO REMAIN) Z N TO DEPTH PAVEMENT CONCRETE O INDICATED * SEE SUPERELEVATION PAVEMENT -! ! U Q NEW 9" OR 10" (SEE PLANS FOR LOCATIONS) DETAIL Q 1 d CEMENT CONCRETE PAVEMENT PER COR itm DETAIL A-01.1 TYPICAL ROADWAY SECTION — EAST VALLEY ROAD C3,C4,C5 SCALE: 1/4"=1'-O" EXISTING SUBGRADE EXISTING CSTC w (TO REMAIN) (TO REMAIN) MATCH EXISTING 43rd STREET CROWN AND PROFILE ELEVATION ELEVATION (TYP.) SEE 43rd STREET PROFILE DETAIL �4� PROJECT LIMITS-10" CONCRETE PAVEMENT os I VARIES MATCH EXISTING 3,C SCALE: 3/8"=1'-O" Li-Z a EXISTING CURB VARIES 0 TO FULL-WIDTH (SEE PLANS) VARIES - SEE PLANS CONCRETE OVERLAY LIMITS 00 ; AND GUTTER (TYP.) VARIES 11'-O" 5'-6" 5'-6" 11'-0" VARIES LANE LOCATIONS ~ TO REMAIN UNLESS Z aw OTHERWISE NOTED 2' SMA LLJ �a IN PLANS SLOPE VARIES OVERLAY SLOPE VARIES --� �€ _ m E .:; s COLD PLANE TO DEPTH INDICATED PROJECT LIMITS 7I o MATCH EXISTING ao� EXISTING CSTC EXISTING SUBGRADE EXISTING AC NEW 9" CEMENT CONCRETE ELEVATION PAVEMENT PAVEMENT PER COR DETAIL A-01.1 2" SMA OVERLAY /�EXISTING AC PAVEMENT COLD PLANE I / (TO REMAIN) TO DEPTH INDICATED2 _ TYPICAL ROADWAY SECTION — 43rd STREET/ .. C3 SCALE: 1/4"=1'-0"co� ��.. .. s 43rd STREET \ VARIES MATCH EXISTING EXISTING SUBGRADE —EXISTING CSTC (TO REMAIN) (TO REMAIN) EXISTING CROWN LOCATION MAY VARY CONTRACTOR SHALL FIELD LOCATE PROJECT LIMITS—SMA OVERLAY EXISTING CURB CS SCALE: 3/8"=1'-0" z AND GUTTER (TYP.) TO REMAIN UNLESS MATCH EXISTING _ OTHERWISE NOTED ELEVATION (TYP.) 3" SMA c !¢ IN PLANS SLOPE VARIES OVERLAY i SLOPE VARIES �w r a � i EXISTING CSTC EXISTING SUBGRADE I COLD PLANE EXISTING AC TO DEPTH S'°'WCNT 2" SMA OVERLAY o PAVEMENT r TYPICAL ROADWAY SECTION — 43rd STREET INDICATED COLD PLANE TO NEW CEMENT DEPTH INDICATED C 3 SCALE: 1/4"=1'-O" CONCRETE PAVEMENT t r 41 st STREET EXISTING SURFACING EXISTING SURFACING TO REMAIN1 1'-0" TO REMAIN ' -- � 5'-6" EXISTING SUBGRADE EXISTING CSTC MATCH EXISTING ELEVATION I (TO REMAIN) (TO REMAIN) P.) z 2" SMA OVERLAY T C 5 6 TRANSITION BETWEEN CONCRETE PAVEMENT AND SMA OVERLAY 3.:: . .. SCALE -1 -0 3,C4 C 3/s"- " EXISTING AC EXISTING CSTC EXISTING SUBGRADE I�/ PAVEMENT COLD PLANE TO DEPTH INDICATED REFER TO ORIGINAL DRAWINGS - 4 TYPICAL ROADWAY SECTION — 41 st STREET FOR SIGNATURE AND SEAL d CJ SCALE: 1/4"=1'-O" z DEMOLITION AND CONSTRUCTION NOTES DWG NO. REHABILITATION OF EAST VALLEY ROAD 1O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER Q. 4 AND SW 43rd STREET C3 � 0 PAVEMENT AND OVERLAY PLAN SHEET REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" � '� 'Q a� THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND 3 OF 10 1® STA 23+38 �r Qp v O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" END OF CURB AND GUTTER y!/F / P—STPUL—TA-96 (268) Of THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND%. MATCH �� APPROX }} w ELEV. AT GUTTER IS 23.16. 1 Al N g J ® SAWCUT ALONG LINE. - - - - LONGITUDINAL CONTRACTION OR 8 / w CONSTRUCTION JOINTS PER CDR La 5. OfO5 CONSTRUCT NEW 4" CEMENT CONCRETE SIDEWALK PER COR FR-02. DETAIL A-01.1 AND A-01.2 J 1 20 io 0 20 40 so >i 0 ~ N REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT / SCALE IN FEET p Z v CONCRETE CURB RAMP PER TABLE 1. CONSTRUCT AT 1 SEE 4 Q g � Q REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND QQNSTRUCT NEW CONSTANT SLOP... D�a6 % CURB RAMP Z O 3 NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL g ?2 LLJ J s, TABLE 1 w C) ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT Z CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F-01. 5° RAMP N0. STATION* OFFSET* COR DETAIL NO. !! aSTA 22+54 t� REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON BEGIN OF CURB AND �� / ry FACE OF CURB- 6-1 _g P� 22+14 26'RT F 03.1/CURB RAMP �i m PER DETAIL®. GUTTER MATCH EXLSTINC: J EAST VALLEY ROAD Q � S �{ :. APPROX. ELEV:AT e �2 w ® ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. GUTTER IS 22.86 CONSTRUCTION 6-2 20+90 10'RT F-03.1/CURB RAMP 2 6 / `V�� CONTROL LINE Of (LOW POINT'OF GIN 4 6-3 20+69 VRT F-03.1/CURB RAMP REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT GUTTER TRANSVERSE CONSTRUCTION © SE OR CONTRACTION JOINTS 6-4 31+48 761T F-03.1/CURB RAMP ALT. CEMENT CONCRETE DRIVEWAY PATCH. D All 6 PER COR DETAIL A-01.1 TYP 2 . ` SEE DETAIL `o a ® REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL% AND A-01. ( ) FOR STATION & OFFSET, REFERENCE POINT 3 WITH NEW NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL eW/ ASPHALT AREA. wz REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK poE+ ;� TRAFFIC CURB PER CDR DETAIL F-02. 4 E-z a REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT,a ® / TRANSVERSE CONSTRUCTION ~W J OR CONTRACTION JOINTS U G € NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL. F 6- PER COR DETAIL A-01.1 x 4: o°\E ® EXISTING CURB AND GUTTER TO SEE DETAIL REMAIN. AND A-01.2 ( ) 2 5 —® _ ...,. yl c o ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP'CUVEFt' `o o TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. 8 / FL�' 4 ® PLANE ASPHALT PAVEMENT 3" AND CONSTRUCT NEW 3" DETAIL SMA OVERLAY IN 2-1 1/2" LIFTS PER - �`^ 4 SEE L o ® REMOVE EXISTING CATCH BASIN TYPE I. EXISTING I C_ T. NEW 9" ONCR EPA EM 1 i NEW 0 V IES PLUG CONNECTOR PIPE WITH CONCRETE. 11, 5 0 5 1 1 11 STA 2 75 I w® REMOVE EXISTING CATCH BASIN TYPE II AND �( REPLACE WITH CATCH BASIN TYPE II 1+00 0+..� 2+ 3 U) SEE DETAIL%AND CDR DETAIL B-027.— --A — 1 00 5.5 11 BE N 10 11 STA 0+84 11 -.. 5 5' 2Ln a 3 4 SEA E#Aid 4Ld BLO VARIES x 1`FP CU _ SEE DETAIL . �... _._. . .... ._ ::. { ... q � 7 4 SEE 1 OR DETAIL® TRANSVERSE CONSTRUCTIONCONSTRUCTION CJOINTS CPEER COR LONGITUDINAL OR CONTRACTION JOINTS DETAIL A-01.1 AND A-01.2 PER CDR DETAIL A-01.1 TRANSVERSE CONSTRUCTION AND A-01.2 (TYP.) STA 4+74 251T OR CONTRACTION JOINTS / Y PER CDR DETAIL A-0 .1 0 AND A-01.2. (Ty pICAL FOR o; 0 ALL JOINTS WITHIN 10" ry, CEMENT CONC. PVMT.) FACE OF CURB= 1 STA 4+69 3'LT EAST VALLEY ROAD v=i 4 STA 3+67 6'RT STA 4+ 7 1 END TYPE C BLOCK CONSTRUCTION SEE DETAIL E C BLOC TRAFFIC CURB z CONTROL LINE 6 TRAFFIC CURB g / , 00 5� 5 CL 43rd STREET 4+00 _... -....... W :,....,..:,.._ e....c .... END TYPE C BLOCK TRAFFIC / REFER TO ORIGINAL DRAWINGS VARI S CURB FOR SIGNATURE AND SEAL END 9' CONCRETE PAVEMENT z DWG NO. REHABILITATION OF EAST VALLEY ROAD C4 N C DEMOLITION AND CONSTRUCTION NOTES AND SW 43rd STREET _ PAVEMENT AND OVERLAY PLAN SHEET e PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER®. 4 OF 10 g REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9' P—STPUL—TA-96 (268) C g- CDTHICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND 1 . w ® SAWCUT ALONG LINE. - - - - ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW g Q w CEMENT CONCRETE BARRIER CURB AND GUTTER PER CDR DETAIL F-01. ry gO REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON Q 0O N N PER DETAILe. Z r j REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT z tL CONCRETE DRIVEWAY PATCH. Z N © EXISTING CURB AND GUTTER TO REMAIN. Q o Z ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH 4 n Q FINISHED GRADE AS DIRECTED BY ENGINEER. J Q ® SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL 20 10 0 20 40 60 LLJ ® PROTECT EXISTING MONUMENT AND CASE. SCALE IN FEET i «o o0 wz ` C) 3aE Y+z aw ...... STA 24+91 STA 25+02 TRANSVERSE CONSTRUCTION �N� BEGIN CURB END CURB OR CONTRACTION JOINTS U(� m o y , ,.. „ MATCH EXISTING MATCH EXISTING PER COR DETAIL A-01.1 € VARIES 4 i AND A-01.2 (TYP.) �E ... �E ..,. SM SEE 7I c a �, " __............... .. Alb DETAIL® r< W ..,.:.:.,., ....... ._...:. ....�....... ...................„,.,,... ...._.... ? ^ ........ VARIES • .. k.� a � 8 N _ m 4 � LNj 9" CONC ETE 2" SMA OVERLAY o N ::. EE � � --- _ 52S ME A 6+ DETAIL®?' si 1 tmo 1 STA 4+ SEE END CONC. •vr 4 DETAIL® PVMT. Ln M BEGIN SMA 9 , z „ � LONGITUDINAL CONTRACTION •- «" .. s: OR CONSTRUCTION JOINTS _.." ._. „. FACE OF CURB= PER COR DETAIL A-01.1 ��• '"" AND A-01.2 CONSTRUCTION CONTROL LINE EXISTING CURB o FOR SURFACING SECTION TO REMAIN SEE TYPICAL ROADWAY SECTIONS - DWG.C2 CEMENT CONC. EXISTING CATCH 4, CATCH BASIN 4- BASIN TO APRON. CONSTRUCT REMAIN CEMENT CONC. CATCH BASIN SIMILAR TO CEMENT APRON CONC. CURB AND A GUTTER REFER TO ORIGINAL DRAWINGS :... .......... ..... ..... ..... ...:.... _...... FOR SIGNATURE AND SEAL ,w..:3��' ,... .. ,L.;>m-e' ..... .......... ... .................. ..... ..... ..... . _....... .......... .......... ..... ..... .. . .............. EXISTING CSTC ... ................ L A FACE of SECTION A—A EXISTING CATCH DETAIL CURB BASIN TO REMAIN C� NTSM FTI:= NTS z o DWG NO. REHABILITATION OF EAST VALLEY ROAD C5 n c AND SW 43rd STREET o PAVEMENT AND OVERLAY PLAN SHEET !3 DEMOLITION AND CONSTRUCTION NOTES 5 of 10 e Q c: P—STPUL—TA-96 (268) Q 10 PLANE AC PAVEMENT 2' AND CONSTRUCT NEW 2" SMA OVERLAY PER . w SEE DETAIL Q2 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" � gTHICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND 1 . � Q w ® 'i w > � 3O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" O V I,__ THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND o z z ® SAWCUT ALONG LINE. - - - - Q C) 20 10 0 20 40 60� REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW ,� iz 3 CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. SCALE IN �Er Z STA 31+94 77.5'LT O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW ZEND 4 Q ZQ 7 NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1® 'f f0' CONC. PVMT. m © EXISTING CURB AND GUTTER TO REMAIN. �p 55 STA 33+57 Q SEE DETAIL g Dl�l SMA _ ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. ® sF SEE DETAIL F rel © REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE " PATCH PER DETAIL ® ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER 11 STA 31+59 77.5'LT �, � N� � � r: �ti - SEE �, \ DETAIL PROTECT EXISTING MONUMENT AND CASE. END CURB e ® MATCH EXISTING Z ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW O O 3q TRANSITION NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® 6" 2 1 s c '�Z aW ® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6" BEGIN CURB z 55 a €' ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL®. MATCH EXISTING 4 SEE OMP ga m E ® PLANE AC PAVEMENT 2' AND CONSTRUCT NEW 2' SMA OVERLAY PER®. 7 2 ' E — rtfe t 71 u o 4 F END a i v; A`dC BEGIN SMA 4 SEE DETAIL e 3 o ,,,., SEE STA 29+69 ,9 DETAILo-� APPROX. ~~ s f LOCATION :. OF ASPHALT ,. 4 R�( v` oS " CONCRETE f` ' ,gyp 5 P p e STATE R/W PATCH ,� 2 ° <•.« s �'`4 STA 31+40 " " "' < ° BEGIN 10 CONC. PVMT. / A END 9' CONIC. PVMT. FACE OF CURB= X o END SMA /j CONSTRUC�ON CONTROL LINE SEE DETAIL SEE D 4 ET . �,,,,�,.," 66 - ." TRANSVERSE CONSTRUCTION „ Y / " Cpp1C ''' OR CONTRACTION JOINTS „",R.^°a • -ate `� '`,�,.:r+�,,�„ � 9 ,: ��;, l✓ .,* ,,,r `\ PER COR DETAIL A-01.2 (TYP.) .,,..,ems^•' ^-Nvn „....^' ,�:'„ S%f TRANSVERSE CONSTRUCTION 4 OR CONTRACTION JOINTS 1 4 EGIN CURB STA 31+52 12.5'RT PER CDR DETAIL A-01.2 (TYP.) ' MATCH EXISTING D SHOULDER, MATCH STA 28+60 SMA , ` EXISTING SHOULDER 'RT li ENDm BEGIN CONIC. E ;: :. ""=� '^J` BEGIN STA31 AC RAMP STA 311 99, 12.5 -4 PVMT. � C ESE PA � '"i MATCH EXISTING CONC. PVMT. STA 31+38 EAST VALLEY RD. _ g" ON „.: TRANSVERSE CONSTRUCTION N SEE DETAIL 4 N ; OR CONTRACTION JOINTS END CURB PER COR DETAIL A-01.2 (TYP.) FACE OF CURB= + CONSTRUCTION o " „- _ 7 "-�'•' CONTROL LINE " k�.. REFER TO ORIGINAL DRAWINGS ."z 2�+ " FOR SIGNATURE AND SEAL z TURN MARKING SCHEDULE REHABILITATION OF EAST VALLEY ROAD DWG NO. cn CHANNELIZATION NOTES TABLE 1 AND SW 43rd STREET C6 SHEET U o A# NO. CHANNELIZATION PLAN 6 OF 0 THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. MARKING TYPE STATION* COR DETAIL a> B# THERMOPLASTIC STOP LINE PER COR DETAIL HR-03 AND STOP LINE SCHEDULE TABLE 2. Al LEFT TURN ARROW 0+93** HR-03 A P-STPUL-TA-96 (268) < a C# THERMOPLASTIC CROSSWALK PER COR DETAIL HR-13 AND CROSSWALK A2 LEFT TURN ARROW 2+07** HR-03 O w SCHEDULE TABLE 3. STOP LINE SCHEDULE � A3 LEFT TURN ARROW 21+80 HR-03 TABLE 2 OD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR-01, J � SEE SPECIAL A4 LEFT TURN ARROW 22+69 HR-03 MARKING BEGINNING END w PROVISIONS E� LANE LINE PER COR DETAIL HR-02. NO_ STATION OFFSET STATION OFFSET g z j O_ FOR 43rd STREET A5 LEFT TURN ARROW 23+71 HR-03 O CHANNELIZATION F TWO-WAY LEFT TURN LANE PER COR DETAIL HR-01. B1 0+76** 6'LT** 0+68** 5'RT** A6 THRU & LEFT TURN 21+74 HR-11 B2 20+36 331T 21+59 21T ~ N ONLY ARROW N Z © APPROACH LINE PER CDR DETAIL HR-02. r� THRU & LEFT TURN B3 21+38 56'LT 21+64 23'LT w g A7 22+66 HR-11 Z a- CD 3 PROJECT LIMITS �H EDGE OF ROAD LINE PER COR DETAIL HR-03. ONLY ARROW B4 31+33 33'LT 31+35 1'LT z = Z (n JO TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL A8 THRU & LEFT TURN 23+67 HR-11 B5 31+65 78'LT 32+05 78'LT ONLY ARROW C� O HR-08 AND DETAILe. B6 32+61 61'LT 32+60 22'LT Q A9 LEFT TURN ARROW 30+16 HR-03 EXISTING -+ STA 21+47 CROSSWALK SCHEDULE PAVEMENT \'M Io BEGIN E A10 LEFT TURN ARROW 30+78 HR-03 TABLE 3 (MEASUREMENTS TO OF CROSSWALK) = MARKINGS All LEFT TURN ARROW 31+14 HR-03 CROSSOWALK STATIONEGINNING OFFSET STATION END OFFSET w j STA 21+56 \ 1 BEGIN G Al2 RIGHT TURN ARROW 30+17 HR-03 ?ox Cl 0+72 28'LT 0+38 28'RT i'; Cl A13 RIGHT TURN ARROW 30+17 HR-03 so 2s o so Too iso C2 20+31 56'LT 20+73 2'RT S>? C2 C4 A14 RIGHT TURN ARROW 31+15 HR-03 o B2 y + B3 SCAM IN FEET C3 0+24 30'LT Ot69 28'RT L�Z A15 THRU & RIGHT 32+77 HR-03 C4 21+24 58'LT 21+69 1'RT O O of STA 0+64 C3 / A6 TURN ONLY ARROW 3� STA 21+64 C5 21+95 15'RT 22+14 27'RT BEGIN E �Z A3 BEpNQD A16 THRU ARROW 32+79 HR-03 C6 31+45 66'LT 31+45 3'RT STA 21+67 U� �o B1 A17 LEFT TURN ARROW 32+79 HR-03 C7 31+36 70'LT 32+48 69'LT BEGIN E STA 23+80 a '-€ A7 END G TWO-WAY LEFT m'E STA 0+68 A18 TURN ARROWS 25+75 HR-10 C8 32+50 68'LT 32+51 13'RT ' EFV4 BEGIN D Al x� �� yl �� A8 A19 TWO-WAY LEFT 27+75 HR-10 *.., 00 TURN ARROWS PROJECT LIMITS a T END D C5 A20 LEFT TURN ARROW 3+20 HR-03 STA 31+ 3r- � 228'LT STA 25+00 BEGIN E A4 END D * STATION MEASURED FROM BACK OF ARROW a 5 5' , BEGIN(E) PER DETAIL TRAFFIC ISLAND 1l t `STRIPING O ** MEASURED ALONG 43rd STREET PER DETAIL STA 0+77 *x / �aJ STA 31+83 79'LT A2 BEGIN END E ASSTA 28+62 31+94 79'LT END OF STA 31+40E BEGIN QDSTA 32+61 END EBEGIN QE19 STA 0+77STA 31+4166 t i BEGIN G A11 B 4 END A9 10 � Al STA 33+56 �;2 1� `i ` -„ A16 N _ END E C8 PROJECT g fgSr ij_ 1111 C7 LIMITS 16 5 + STA 3+25 �gCCEY ROgB*� C6 J 1 STA 33+56 0 o END G FACE OF CURB= O ..Y9Fpp F Al END G STA 25+00 EAST VALLEY ROAD - - 1+ END D CONSTRUCTION — 3 po 4+00 BEGIN F CONTROL LINE 12 13 R=54 .,.3 .. ..: STA 33+56 1+57. VLT O 1 STATE R/W STA 32+61 END VALLEY RD. STA 24+30 14 AND PROJECT BEGIN G BEGIN@ LIMITS STA 4+72 TA 09 STA 31+34 STA 31+6 13*RT STA 32+56 m STA 31+74 12' T END F BEGIN G END G END E R=42' END H BEGIN D STA 31+34 STA 31+4 1'RT o END E BEGIN H STA 4+64 R=12' END E PROJECT 2 Mq1 3 TRAFFIC ISLAND STRIPING LIMITS ��?� STA 31+84 2'RT STA 21+56 — NTS EAST VALLEY RD STATION PER BEGIN O R=45' TABLE 1 2 ARROW LOCATION DETAIL T 1 STA 22+01 REFER TO ORIGINAL DRAWINGS 1 RPM TRAFFIC ISLAND LAYOUT - NTS BEGIN(a BEGIN H FOR SIGNATURE AND SEAL i - PITS R=58.5' g REHABILITATION OF EAST VALLEY ROAD DWG NO. R AND SW 43rd STREET C7 Q SECTIONS AND DETAILS SHEET 7 OF 10 g a�i PLACE O 28' O.C. 3/8" EXPANSION JOINT 1" RADIUS I P—STPUL—TA-96 (268) & 6 1/2- LANDING SHALL BE O w CONCRETE I #3 REBAR X 32" WITHIN CROSSWALK � SIDEWALK 5 1/2" TOP OF CURB ( fQ fQ NEW CEMENT ° COLD JOINT CONCRETE a Q Q W a 6-(EXCEPT AT PAVEMENT e e / ° $ S 3' cn ° 4. n Z < 5 1/2- 14' �EQ�— V) r7 Q L� < STATION AND OFFSET TO COLD JOINT a 3 ° e a a CONSTRUCTION CONTROL a / Z ° PER TABLE 1 SHEET C3 0 C:) CD 3 REBAR T T Lzi a a _ EXISTING CCSTCC 4 CURB RAMP CONTROL POINT DETAIL " TRANSVERSENTS (TO REMAIN) CONSTRUCT ON NEW 9" CEMENT CONCRETE PAVEMENT C3 L, JOINTS EXISTING SUBGRADE - CEMENT SECTION (TO REMAIN) TRANSITION NON INTEGRAL NTS � CONCRETE BARRIER CURB 1000 = ELEVATION SECTION EXISTING PER DETAIL e NTS CATCH 6ASIN NEW 10" CEMENT LL--Z NON—INTEGRAL CEMENT CONCRETE BARRIER CURB (To REMAIN) a \ c CONCREREVEMENT 6" ASPHA OO 3$ C3,C5 NTS SHOULDERLT Z aw g W as ` C SAWCUT LINE Q ao 12:1 v 1= 5 \E 3/8" EXPANSION JOINT 6 1/2" 1" RADIUS 6" AC EXISTING INTEGRAL 5� 6" AC PAVEMENT SHOULDER CURB AND GUTTER `- yl RAMP 5 1 2" (TO REMAIN) a / 9" CEMENT s 9" CEMENT a, a CONC. PVMT. CONC. PVMT. R-48' 6• ASPHALT 2" CRUSHED VARIES EXISTING RAMP SURFACING CONCRETE TOP COURSE a. SIDEWALK EXISTING o ° PEDESTRIAN'SIGNAL a (TO REMAIN) / a' ° 2" CRUSHED STATE R W SURFACING SAWCUT AND REMOVE COLD JOINT' a TOP COURSE 5 ASPHALT SIDEWALK AND SHOULDER r e e fill ° a ° PORTION OF EXISTING CEMENT CONCRETE (✓5 NTS PHALT NON-INTEGRAL CEMENT � #3 REBAR�y� Q' h SIDEWALK EXISTING INTEGRAL CONC. BARRIER CURB CONCRETE zr CURB AND GUTTER 1 ASPHALT RAMP EXISTING CSTC EXISTING CSTC _ (TO REMAIN) (TO REMAIN) } 2.1 H _ SECTION C-C EXISTING 6- _ SECTION B-B EXISTING SUBGRADE NTS SUBGRADE 6( a' NTS °d ,• • .. d S g REMOVE PORTION OF EXISTING CONCRETE APRON ASPHALT CONCRETE NEW 9" CEMENT EXISTING SUBGRADE NT k' CONCRETE PAVEMENT NEW 10" CEME a A TO FACE OF EXISTING EXISTING CURB REMOVE PORTION OF PAVEMENT PATCH (TO REMAIN) CONCRETE PAVEMENT CATCH BASIN (TO REMAIN) EXISTING APRON TO FACE OF EXISTING 6 TRANSITION NON—INTEGRAL CEMENT CONCRETE BARRIER CURB CATCH BASIN 2" SMA OVERLAY — REMOVE EXISTING CS NTS ASPHALT CONCRETE 2 SMA OVERLAY j sAw — CUT (TYP) y Y _. , . of -CEO z EXISTING ASPHALT V) EXISTING AC PVMT. CONCRETE PAVEMENT ]EXISTING CURB EXISTING CATCH TO REMAIN (TO REMAIN) z AND GUTTER A EXISTING CATCH ( ) (TO REMAIN) BASIN (TO REMAIN) BASIN (TO REMAIN) EXISTING CSTC (TO REMAIN) EXISTING CSTC ASPHALT CONCRETE EXISTING SUBGRADE (TO REMAIN) PAVEMENT PATCH 3 REMOVE PORTION OF CONCRETE APRON PLAN EXISTING SUBGRADE C4 NTS SECS A A (TO REMAIN) s REFER TO ORIGINAL DRAWINGS 2 ASPHALT CONCRETE PATCH SECTION FOR SIGNATURE AND SEAL C4,Cb NTS o z pp o CB TYPE 2 48' - REMOVE AND REPLACE REMOVE EXISTINGR REHABILITATION OF EAST VALLEY ROAD DWCURB ANDC8 U o - (SALVAGE FRAME AND GRATE-REPLACE WITH ROUND LOCKING LID). AND SW 43rd STREET SHEET rn CUT EXISTING 24" CONC. PIPES - GROUT FLUSH WITH INSIDE STA 19+93 SECTIONS AND DETAILS $ OF 0 FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 EXISTING DRIVEWAY INV. E do W 24" CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH EXISTING ACCESS (TO REMAIN) P—STPUL—TA-96 c INV. SW 18" CONC. PIPE. MATCH EXISTING INV. ELEV. OF 17.43 (268) Q EXISTING CB BOTTOM ELEV. 18.0. 24' CONC. C) w EXISTING STRUCTURE IS SADDLED OVER 24' CONC. PIPE. STORM DRAIN SET NEW CB BOTTOM AT ELEV. 15.56 EXISTING 12" CONCRETE (1' LOWER THAN 24" INVERT). EAST VALLEY ROAD CONCRETE — i STORM PIPE PLUG W/ C (n EXISTING 6" PIPE. lil NCRET STA 20+57 — Q w BEGIN NON—INTEGRAL Q REMOVE o > CK CURB MATCH EXISTING r I R=1.5 �CATCH BA5INTING c N EXISTING CATCH o v N BASIN. SEE NOTES Q9 \24 CONC. STA 21+97.86 2.54'RT ZQ r) AND ® ON ' STORM DRAIN EXISTING CATCH EAST VALLEY ROAD w SHEET C3 BASIN TO REMAIN) to � 1.8' CONC. SAWCUT Z Z can l l STORM'::D STA 21+81.08, 9.87'RT N - O �" _ EXISTING TRAFFIC EAST o +�'G`� / R-45 \� VAULT (TO REMAIN) VALLEY ROAD ! tcn ~ Q p�p�� g EXISTING TRAFFIC LOCATE RAMP TO AVOID STA 21+91.09 15.03'RT $ m �F,J�0 \ SIGNAL (TO REMAIN) EXISTING UTILITIES AS p EAST VALLEY ROAD 6 G DIRECTED BY ENGINEER Q p R=59' _ <<, R=13� w Elf � REMOVE EXISTING CEMENT CONC. STA 21+65.48, 1'RT R=2.5' SIDEWALK AND CONSTRUCT 4" EAST VALLEY25 5• CEMENT CONC. SIDEWALK a� 90' - 25 STA 1+02.57 3. 7'LT • It 43rd STREET LL_Z 5 00 of 3, R=1.5' ~ a$ \ 527. MAN (TYP.) UNLESS EXISTING TRAFFIC BOXES TO REMAIN. Ld \c PROTECT AS DIRECTED BY ENGINEER. ` / NOTED OTHERWISE Pp g s SAWCUT EXISTING TRAFFIC m'E EXISTING TRAFFIC VAULT TO REMAIN. PROTECT SIGNAL (TO REMAIN) c- AND ADJUST TO MATCH FINISH GRADE AS 7I DIRECTED BY ENGINEER. 00 a� R=3.5• CONSTRUCT 4" CEMENT i CONCRETE SIDEWALK EXISTING EMH R=2.5' MATCH o AND SIDEWALK SIDEWALK CURB SIDEWALK DETAIL—S.E. CORNER OF INTERSECTION (To REMAIN) ELEVATION C3 OF 43rd ST. AND EAST VALLEY ROAD STA 0+66.s3 2a.75•LT srA 1+00.86 28.75'LT NTS q 43rd STREET q 43rd STREET EXISTING SIDEWALK 2 TRAFFIC ISLAND EAST VALLEY 2 LLEY 7 ROAD 8.58'RT NTS S fill! (TO REMAIN) STA 0+70.03 28.75'LT� SAWCUT 43rd STREET $ f EXISTING CURB AND x = GUTTER (TO REMAIN) NON-INTEGRAL CEMENT NON-INTEGRAL CEMENT 3/8" EXPANSION JOINT CONC. BARRIER CURB 1c / i 3 8' EXPANSION JOINT 6 1/2" a ci rc S CONSTRUCT 4" CEMENT 6 1/2" CONC. BARRIER CURB 2' CLASS „B„ 01rp� CONC. SIDEWALK 2" CLASS "B" ASPHALT 5 1/2" CONSTRUCT CEMENT 4" CEMENT CONCRETE ASPHALT 5 1/2" CEMENT CONCRETE SIDEWALK a CONS. BARRIER PAVEMENT ° CURB AND GUTTER a 6' PER COR F-01. 6" a 4 / REMOVE EXISTING �� ° ♦ " °�. °d. a CURB AND GUTTER—� 4 ° Y _° a e q e q R=48.5• °� ° CRUSHED CRUSHED ° ° SURFACING SURFACING TOP COURSE TOP COURSE �• SAWCUTNG CSTC r EXISTING CSTC (TO REMAIN) (TO REMAIN)EXIST (TOz EXISTING TRAFFIC VAULT g TO``:f?EMAIN. PROTECT AND EXISTING SUBGRADE ADJUST AS DIRECTED BY EXISTING SUBGRADE ENGINEER. SECTION B—B SECTION A—A NTS EXISTING CURB AND EXISTING SIDEWALK (TO REMAIN) NTS GUTTER TO REMAIN 3 SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION REFER TO ORIGINAL DRAWINGS C3 OF 43rd ST. AND EAST VALLEY ROAD FOR SIGNATURE AND SEAL NTS DWG NO. rn lmmmml,-Z--4000 REHABILITATION OF EAST VALLEY ROAD C9 LOOP DETECTOR SCHEDULE AND SW 43rd STREET SHEET TABLE 1 SECTIONS AND DETAILS g of 10 L41 L42 1 MARKING NO. STATION* MARKING NO. STATION* MARKING NO. STATION* P-STPUL-TA-96 (268) g. O 00 — L1 20+52 L19 31+08 L37 0+89 w ** w L2 0+85** L20 31+08 L38 0+81 w ** 11 11 L3 0+81" L21 31+08 L39 0+91 w ** L4 0+89** L22 31+22 L40 1+01 w ** PROJECT J J �1 L5 0+95"" L23 31+22 L41 2+51 LIMITS Q Q L'-I z L6 1+05** L24 31+22 L42 ""2+51 w 4 > p 3.,;s i L40 i L7 21+47 L25 31+89 � L39 8 10' L8 21+65 L26 31+89 L36 L9 21+69 L27 31+89h Q 3L38 10' L10 23+45 L28 32+65PROJ CT € L27 V) CDLIMITS":e L1 1 23+38 L29 32+65 '....< O Z Z N L12 23+55 1_30 32+65 L13 25+46 L31 32+82 x 113, L14 25+50 L32 32+82 L15 29+27 L33 32+82 m $ t.. L16 29+27 L34 2+68** Q \ _ L17 29+93 L35 2+68** �,,� L18 29+93 L36 0+91 w *" `� (��, ti * STATION MEASURED FROM CENTER OF 6 r ` - TO CONSTRUCTION Ow: :r LOOP DETECTOR \;. ,..... CONTROL Q LINE. ** MEASURED TO CL OF 43rd STREET «-_ ... ' (w) AFTER STATION INDICATES STATION w R Z ._ L1 ' IS ON SW 43rd STREET WEST OF "_`._._.w , w_.. 00 3 EAST VALLEY ROAD . p Z D W �\- + a m E ... 71 ao 11• • L332 L1 O�9EAST VALLEY ROAD OL22 S3 _... Lm LS O L30 L17 8 L15 O O O 23 •.•............... L 3 L16O , a OL18 (rYP L21O � 4 O L24 27'(TYP.) _ w. a 7 _........ .. _. .....{ _ a.. :�:. _ ....... ..........�............_ o 1-, \ �3fY•t.00 31 X00.... �. 3200 M, 33+00 ° >I , O AD _ AJ FACE OF CURB EAST VALLEY ROAD ;,H... I {• 10 OL4 CONSTRUCTION 10 CONTROL LINE I...: �1' 11' ""• LOOP DETECTORS—INTERSECTION TYP (n'P) Q 41 st ST. AND EAST VALLEY ROAD 10 NTS 12 OL14 FACE OF CURB— '' LEGEND h \... ' EAST VALLEY ROAD ��II i' CONSTRUCTION ^' W O 6' DIA ROUND LOOP DETECTORS l s ? CONTROL LINE < \ ST I \• :� �/,qC< €. EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) - 1O c L34 L35 LOOP DETECTOR NOTES: 00 ? L#—INDUCTION LOOP VEHICLE DETECTOR • ' 4' PER COR DETAIL JR33-34 AND SPECIAL C4 LOOP DETECTORS—INTERSECTION PROVISIONS. SEE LOOP DETECTOR 43rd ST. AND EAST VALLEY ROAD SCHEDULE TABLE 1 AND PLAN FOR LOCATION. �—I NTS REFER TO ORIGINAL DRAWINGS INDUCTION LOOP DETECTORS SHALL BE m FOR SIGNATURE AND SEAL RECO NECTED AT SPLICE IN EXISTING m M :t tlM M a 15 �200 "S"_.,Ji4 itr 'a t '�, ,. +1 a`° � A ,�. �''� � �_ ' $ n, ( t f, :,.*� � - _�`�� t ._;� f� 1 f . ��. ,, 'J ���y` :j�� �,yi~�. ��f,�. [44r � 1 � , i. �� � �owof jS.13 �rdk-4 00 0 P,'ece I Flee) E q )�q �uw�. 5!� (41q. 5� ` m - f }»;� �} r� `' � ram, I, ''yyy - � -� INV tl z F: 55 f)�E' .Z7,v57glL /liE _......_._._._.__._._. '0o i i f i [ \_f \...I a, - _�`,. f :✓ _.--__--.__. I _ _..__..______._____-_ .r.�. } . ,-� i 1�l r �. 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I ;;•/ / S v SIGN INV SE 9.57 DROP CURB SCALE IN FEET // INV 19.57 / Q o 3 I^J� /, eoi e.6 / TRANSITION // •• 0.5 CURB(- / VGUTTER W � /,/ / a�/ \::•••/ �%4°z`' P&lP O-*POWER AND LIGHT POLE LIGHT POLE C TYPE I TRAF VLT TRAFFIC VAULT P 2 NV N 2017 TRAF CAB TRAFFIC CABINET INV E 20.17 ti INV W 20.15 fs p // AV/�,� • / BOT 18.7 TA- wz O Q o f �df3 8 TYP I /,'/ / //p :'8 ' V TYP I 3< TOP 23.40 ,, / „//1y:. 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WHITE l/1N RI � WVw O / HJ 5 F N ` R H••••• II ••••••••••••••••••••••• ••0 W I'1 77 AS P H A L T / e11V �p17i1 n WMH ...••••.••.•••..: .••.•••.•.•••.••.••....•...•.••..••••:.0:.••..•.••.Z�00.:•••.••..• •••••••••.•...:.•••• •J IX <p< _ 1.00 RIM 23.75 , RN N 11.65 1.00•_ - ••I- :� W�W o 43rd ST I h cv SMH V H ,1 �II vj-N V fWO .� RIM 24.41 m O W W Z ,,02 RJV N 1 13.17 N W_ ° INV S ]:K 3.28 Ca TYPE I j SOLID LID _12 QQNC - =O 0:> I O _ -CD C•� .� 1 YYN �� DRNEWAY CONC WALK DRA/EWAY� RA/EWAY Y _ & II \ 12-CQ��- � 6'PVC O vi o CONC WALK /7 C CB TYPE 11 ae' TOP 32.70 VLT TRAF CB INLET CB TYPE I CAB 36-ARCH CMP TOP 28.06 INV W 29.11 BOT 28.8 18'STUB-CAPPED INV E 23.65 o' OII L,O// • S"Top into INV W 23.63 a L �y// /.� 18'CONC SO BOT 22.8 • OB -Pr II 48' - REMOVE ANO RFPLAlY TRAF O IW SALVAGE FRAME AND GRATE-REPALCE WITH ROUND LOCKING LID] VLT / OP 23.81 'vll / C8 TOPPTYPE 1 pry E k W 24'CONC 16.56 - MATCH EXISTING CB TYP I / t" O MH // • 3 NV SE 58.63 OT S B.O a- E%NSISTING STRUCTURE S SADDLED OVER 24'CONC TOP 38.76 u�i NV N 41.17 RIM 23.9fi II // Y. 8/ .T BOT 1fi.7 ET NEW BOTTOM AT 15.5E 1 LOWER THAN 24"INVERT INV E 35.88 INV W 40.97 INV NE 13.63 // .T• .{ ::•• • INV W 35.88I SOT 39.5 INV SE 13.74 I{�/ Q / CB TYPE 1 SOT 34.2 "I INV 12-SW 13.86 INV B'$W 14.12 //� t / DETAIL OF NEW TYPE II CB CUT EXISTING 24"CONC DRIVEWA CONC 42 HANDRAIL GROUT FLUSH WITH uV DRNEWAY cuss cR� WALK uv NEW TYPE II CB iz'co+c so - B TYP R 4 S WWTE LANE STRIPE V) Z TOP 23.90 I(�, INV N 20.17 U- \ In u INV SW 16.56 \ Z ,V° \\CBOT 17.7 F=-. •. •••••••••••-• A$ P H A L T - E OJoo - / = WHITE LANE STRIPE O U RNEWAY UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A 42-HANDRAIL COMBINATION OF LOCATED SURFACE FEATURES AND REDOES DATA 43 rd ST AS FOUND ON DESIGN 51GN DRAWINGS. RINCEI AND ASSOCIATES DOES NOT lip ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. Y S p LEGEND /\ 0 0 0 0 0 0 0 0 0 0 0 0 h0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < WMH WATER MANHOLE WM 0 WATER METER co O O O O O O O O O O O O O c0�0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c WV ® WATER VALVE O FH Q FIRE HYDRANT F O O GV ® GAS VALVE Z w OW VLT POWER VAULT � - _I - _ _ _ - - LV ❑ STREET LIGHT VAULT w Q _ _ - - - - 12"CONC SD STORM DRAIN LINE CB CATCH BASIN = SDMH STORM DRAIN MANHOLE 0_ 8"PVC SS SANITARY SEWER LINE D_ = SSMH SANITARY SEWER MANHOLE L, W RIGHT OF WAY LINE _j J -— CENTERLINE O J Q /a /_ �n _ L/ / / - r _ _/ � MIC ® -MONUMENT IN CASE W l�/ //�} •cT�S G./e�t CAL��� ��SL ^�( /ClfDj S SIGN �+ //. �y/ �j _�j � DROP CURB W G� /tafGl� ! n� /G1.�12 �ii //iIGS /%! / _L7 VIC ,,7 �� TRANSITION 0.5 CURB O 1'GUTTER _ P&LP O----3 POWER AND LIGHT POLE � WHITE LAN E O ` LIGHT POLE TRAF VLT TRAFFIC VAULT IV� TRAF CAB TRAFFIC CABINET '' 11 C ao po wZ �� < 00 39 z rr•1 W a'a U� �o E DRIVEW CONC WALK AY E DRIVEWAY _ - - _ _SEC yl ca _ - - - - - - - - \ 6 IL T A \ � \ 4 ANC SOS, _L CB TYPE 11 4 8 "TRAF N I�gVLT TRAF 36 ARCH CMP CAB 5 2.5 0 5 10 15 N 18 " STUB — CAPPED SCALE IN FEET 0 3 " Tap into o. tL 18 CONC SD 0 CB TYPE II 48 " — REMOVE AND REPLACE (SALVAGE FRAME AND GRATE— REPAACE WITH ROUND LOCKING LID) TYPE I CUT EXISITING 24" CONC — GROUT FLUSH WITH INSIDE TYPE II D 23 . 57 TOP 23 . 81 z SE 18 . 63 INV E 8c W 24" CONC 16 . 56 — MATCH EXISTING o T 16 . 7 INV SW 18 CONC 17 . 43 — MATCH EXISTING BOT 18 . 0 — EXISISTING STRUCTURE IS SADDLED OVER 24" CONC D SET NEW BOTTOM AT 15 . 56 1 ' LOWER THAN 24 INVERT UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT O ASSUME LIABILITY FOR CORRECTNESS OF RECORO DATA. z O FH Q GV / POW VLT ' LV ❑ ; ; o� 12"GONG SD 00 • �. 0, goes // '_ `� .� _�.- -' v y,pP zti q'I S D M H RAF/ T • • = - _ 1 8"PVC SS VLT .: • \/ S S M H J • • / 60 ce TYP I �: 24 MIC TOP 22. • • / Z`( 0 2 3 i (� S INV 19.57 INV SE 9.57 :: : �! 80T 8.6 so.. _. -- • / / o . • c �`'/ CB TYPE I TRAF VLT :�• �p TOP 22.97 ••• \ ,� INV N 20.17 Z� �7 TRAF CAB • • INV E 20.17 . • LoPL ee SLV • .�' / INV W 20.15 g Zd Z8 72-0,1 -7 BOT 18.7 �• -.0 S _ 0000 00 70 • 6p3 /// / • . o C TYPE 1\ E ( ���- . 66 T P 23.32 = v CB TYPE 1 • • ,c `e: �MH TOP 23 40 /// / ; • Vp�� B 20.7.70 4 24.26 INV N 19.40 // ;•• p ,�'1/ ST d NE 9.01 INV W 19.38 / • • BOT 17.8 ,/ : • ,r �� E 11.01 • / \� \\ J SE 10.36 // / • : CB TYPE I I 611 S 9.38 /, ;: / TOP 23.46 } CB TYPE I J W 8.1 // / ;: INV NE 20.36 (p `l TOP 27.73 INV SW 20.30 TRTF INV E 24.83 BOT 18.7 y INV S 24.89 TMH 2"CON D :•• / BOT 23.2 RIM 407.77 TRF 36"CONC SO -� VLT W CONC WALK CONC WALK _ _ _ PWR )NC. WALK - �'� 8 CONC SS RIM 25.02 SLV B0X❑ O �WM VLT- / - ��• �/ AS P HALT 12CONC50 WHITE LANE ZRIPE WMH I!S S M H / P S P RIM 27.77 i / RIM 23.55 INV S 11.95 •••••••••••• •••••••••••••••••••••••••••••••••••••• ••••••• •••••••.••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 23.75 / •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••i 2+00 - INV N 11.85 - - - 1+00 SSMH RIM 24.41 G INV N 13.17 Ull INV S 13.28 -CONC � _ - _ DRIVEWAY DR VEWAY 24'CONC SD CONC WALK �� DRIVEWAY P U G E T Augustus J.Banks SOUND Public Improvement Inspector ENERGY Cellular:(206)604-3087 Pager.(206)989-1171 4 Fax:(206)224-2457 E-Mail:ajbank@puget.com Office Hours:07:00-15:30 6500 Ursula PI.S.GT-01 Seattle,WA 98108 P.O.Box 90868 GT-01 Bellevue,WA 98009-0868 COLOR CODE FOR UTILITY LOCATIONS ® ELECTRIC ■ ® GAS-OIL ❑ TELEPHONE-CAN ■ CALL TWO WORKING WATER ■ DAYS BEFORE YOU DIG 1-800-424-5555 SEWER ■ UTILITIES UNDERGROUND LOCATION CENTER SURVEY PROPOSED EXCAVATION ❑ P U G E T Joe Jainga SOUND Municipal Land Planner PSE One-Call Representative ENERGY Phone:(206)224-2120 Fax:(206)224-2318 Pager:(206)907-0463 Cellular:(206)604-5662 E-Mail:jjaing@exch.puget.com P.O.Box 90868 Bellevue,WA 98009-0868 COLOR CODE FOR UTILITY LOCATIONS ® ELECTRIC ■ ® GAS-OIL ❑ TELEPHONE-CAN ❑ CALL TWO WORKING DAYS BEFORE YOU DIG WATER 1-800-424-5555 SEWER ■ UTILITIES UNDERGROUND LOCATION CENTER SURVEY ❑ PROPOSED EXCAVATION ❑ I I I V I 0 Sheetf io Chart 1 Black River Pump Station 03p ... ... . ..... - ...:...........,...,........�...............:..:: "* , , " , ...... 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Wilhoit Phone 4(425)430-7319 To: 1/7-IL- 1 7 fC 5 Attn: /,rs H'- R -5Qy Date: 2 Z o0 Transportation Design Community Services Transportation Operations Fire Transportation Planning Police Storm Water Utility SPU / Waste Water Utility— ec)n/ S T/R4/C�l Metro Water Utility — A!3 D o JG. 6=/ f=o cv(Z WNG I Street Maintenance ;)/4V4 Cl1(� ST��t/5[✓ PSE Utility Maintenance U.S. West Construction Inspection TCI Cable Development Planning WSDOT Plan Review Boeing Planning and Technical Services Drainage District(DBM) PLEASE REVIEW AND RETURN THIS FORM WITH YOUR COMMENTS TO PROJECT MANAGER BY: March 1,2000 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: �C�omment,�T e Lr C-r3 ct�( .,tie.�l r Jwt c�y s s w 4� A +-v h.� I5.J aft 1 V Nd S�c c�✓� 00 h- Tye, if L1S RR�V u«n na — /�it/� /Lu eE. ,a✓K Tau f f�^ !/vc-,4 o/f�i c. �i c r4 66 AyC (? /VRt� fD A�A t i1i� Dr ti S��fle� iri f ltt S�C1. 7"//��' l'el�J�vc S '�� �r,�n�.LRY � ✓¢.v.�� a in ile4 11 -L tl tft� /k 5-wacA✓re- 5 o� 0 h ..� SJSM.n � f-�e �vh^.c-!t/,�-c � v� f rOy�c�i �c�ci 'J I G 13 I 1D¢ 1 e,f ,'Q�C1 S n G13 �oT/OM E(¢ tb,o'r A- �'b � f I S 7- �Stt(-FM OZ7� 1�4n� 4l 4 1 1 1 rt I t t � SV a 1 ^�11 LS 61-.- 1 F � Ll.i �i.n � M^G f V G�QN 7""N.(,Q WGl� v �w�S¢ 12cvis� (zr L` -s, n-Ab lmw ✓-c G�, F-eTO— E(evatn.% �, IQ�Sk 1�s+wcl a+ ig.-C / h:...\Project\eval ly\Review 100 �ti� � �55 p lD �--�-- �� DIVISION 1 y tJ GENERAL REQUIREMENTS P � 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.23(1) Construction Under Traffic pLS Add the following: Daytime working hours are between 8:00 A.M. to 3:30 P.M. Nighttime working hours are between 8:00 P.M.to 5:00 A.M. Unless otherwise directed or approved by the Engineer,work within the traveled way of SW 43`d Street shall be limited to the hours between 8:00 P.M.to 5:00 A.M.,and work within the traveled way of any other street shall be limited to the hours between 8:00 A.M. to 3:30 P.M. Traffic control devices shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. The Contractor shall prepare traffic control plans to be submitted to the Engineer for approval before beginning work. 1-07.23(2) Construction and Maintenance of Detours Add the following: The Contractor must maintain two-way traffic on East Valley Road between SW 4151 Street and SW 43`d Street,with two lanes northbound,at all times. When southbound traffic is either reduced to one lane or shifted to the east: 1. Southbound truck traffic on East Valley Road between SW 4 1"Street and SW 43`d Street shall be prohibited. 2. Detour route for southbound traffic shall be Lind Avenue. 3. Adequate signing notification of the above restrictions and detour/alternate routes shall be provided. df d_(t pkA-,l by' 0� _ ntractor must maintain two-way traffic on SW 43`d s�r Stree 6844M. Adequate signing notification of nighttime work,as ° well as any lane restrictions or closures,shall be provided. For SW 43`d Street,this shall include Y 5}VP� signing located as necessary as far east of the project limits as the 108d'Avenue SE(Benson Road)/SE 176`h Street intersection,and as far west of the project limits as West Valley Highway. A noise variance for nighttime work will have been obtained at the.time of contract award and included as an appendix to the contract documents. The Contractor shall be required to comply 8 PM with the conditions of the noise variance. S A(rA (�A°-' w fir 6 P( There shall be at all times reasonable pedestrian access to and egress from the properties adjacent S 5 ' �I to the project. 1 t Vv'a n The Contractor shall notify the local fire and police departments in writing before the beginning r „ ,,,`. of operations so that these agencies may reroute their emergency vehicles around the construction zone. If rerouting is not possible,as determined by the fire or police departments,the Contractor shall provide reasonable access through the construction zone at all times. East Valley Road I-1 December 10, 1999 4. Pedestrian Traffic shall be directed around the work with as little inconvenience and delay as possible. 5. The Contractor shall keep the adjacent roads and streets open and maintained in a good and safe condition for traffic at all times,and shall take every precaution to protect workers, pedestrians,and vehicular traffic. 6. When southbound traffic is either reduced to one lane or shifted to the east,left turns by truck and trailer rigs from East Valley Road southbound onto SW 43`d Street eastbound shall be prohibited. w' 4� 7. The Contractor must maintain two-way traffic a�left turn lanes for both directions on SW 43rd Street between 9:00 A.M.and 3:00 P.Mw , I J '��'' ✓v ^5� w .`"" `��^-� ' All costs incurred by the Contractor to provide and install construction signing shall be -- considered incidental-;to and included in the unit contract prices of other items in this contract. The approved TCP shall be on site at all times and failure to obtain and adequately implement an approved TCP shall be the cause for immediate action by the Engineer. Said action may include but shall not be limited to the following: 1. Suspension of work until the TCP is approved or properly implemented. 2. Implementation by the City of approved TCP at the Contractor's expense. 3. The City may provide,or have others provide,interim labor,materials and equipment at the Contractor's expense to alleviate traffic hazards of concern. 4. Any combination of the above described remedies,or whatever is deemed necessary by the Engineer to protect the traveling public,pedestrians and construction workers. 1-10.3 Flagging,Signs and All Other Traffic Control Devices 1-10.3(1) Traffic Control Labor Add the following: The Contractor shall furnish an off-duty police officer for traffic control during all intersection roadwork and for all other conditions where the Engineer deems it necessary for safety. To arrange for off-duty police officer,the Contractor can call the City of Renton police department at (425)430-7508. The Contractor is advised to call a minimum of one week prior to the need for an off-duty police officer. All costs associated with furnishing the off-duty-uniformed police officer shall be included in the lump sum bid price for"Traffic Control." No other compensation will be trade. 1-10.3(3) Construction Signs Add the following: Barricades,signing and warning devices necessary for lane closures and detour routes shall be furnished,installed and maintained by the Contractor. The Engineer may require the Contractor to replace worn or damaged barricades,signing and warning devices. The Contractor shall be held liable for all claims resulting from the improper installation and/or maintenance of the detour. In addition to construction signs required by the traffic control plans,the Contractor shall provide and install two project signs,to the design shown in the Standard Plan,Project Sign Detail. The East Valley Road 1-3 December 10, 1999 4. Pedestrian Traffic shall be directed around the work with as little inconvenience and delay as possible. 5. The Contractor shall keep the adjacent roads and streets open and maintained in a good and safe condition for traffic at all times,and shall take every precaution to protect workers, pedestrians,and vehicular traffic. 6. When southbound traffic is either reduced to one lane or shifted to the east, left turns by truck and trailer rigs from East Valley Road southbound onto SW 43`d Street eastbound shall be prohibited. 7. The Contractor must maintain two-way traffic and left turn lanes for both directions on SW 43rd Street between 9:00 A.M. and 3:00 P.M. All costs incurred by the Contractor to provide and install construction signing shall be considered incidental to and included in the unit contract prices of other items in this contract. The approved TCP shall be on site at all times and failure to obtain and adequately implement an approved TCP shall be the cause for immediate action by the Engineer. Said action may include but shall not be limited to the following: 1. Suspension of work until the TCP is approved or properly implemented. 2. Implementation by the City of approved TCP at the Contractor's expense. 3. The City may provide,or have others provide, interim labor, materials and equipment at the Contractor's expense to alleviate traffic hazards of concern. 4. Any combination of the above described remedies, or whatever is deemed necessary by the Engineer to protect the traveling public,pedestrians and construction workers. 1-10.3 Flagging,Signs and All Other Traffic Control Devices 1-103(1) Traffic Control Labor Add the following: The Contractor shall furnish an off-duty police officer for traffic control during all intersection roadwork and for all other conditions where the Engineer deems it necessary for safety. To arrange for off-duty police officer,the Contractor can call the City of Renton police department at (425)430-7508. The Contractor is advised to call a minimum of one week prior to the need for an off-duty police officer. All costs associated with furnishing the off-duty-uniformed police officer shall be included in the lump sum bid price for"Traffic Control." No other compensation will be made. 1-10.3(3) Construction Signs Add the following: Barricades,signing and warning devices necessary for lane closures and detour routes shall be furnished,installed and maintained by the Contractor. The Engineer may require the Contractor to replace worn or damaged barricades,signing and warning devices. The Contractor shall be held liable for all claims resulting from the improper installation and/or maintenance of the detour. In addition to construction signs required by the traffic control plans,the Contractor shall provide and install two project signs,to the design shown in the Standard Plan,Project Sign Detail. The East Valley Road 1-3 December 10, 1999 locations will be determined in the field by the Engineer.The signs will become the property of the Contractor at the end of the contract. No separate pay item is provided for the project signs and the cost for constructing and placing the signs will be included in the lump sum bid price for "Traffic Control". END OF DIVISION 1 East Valley Road 1-4 December 10, 1999 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description 2-02.3(1) General Requirements Add the following: Waste sites are the responsibility of the Contractor. Waste sites shall be operated in such a manner as to meet the safety and health requirements of the State,County and local political subdivision. Sites,operations,or results of such operations, which create a definite nuisance problem,or which result in damage to public or private properties will not be permitted. The Contractor will be required to obtain a"Clearing and Grading Permit"from the City for waste sites within its boundaries. The Contractor's attention is also drawn to Section 2-03.3(7)of the Standard Specifications and Special Provisions. Copies of permits for borrow and waste sites and reclamation plans for pits shall be furnished to the Engineer by the Contractor. 2-02.3(4) Sawcutting a Add the following: When sawcutting rigid pavement,driveway,or sidewalk,the depth of the sawcut shall be two inches or half the depth of the pavement,driveway, or sidewalk, whichever is greater. Curb shall be a sawcut full height and width. Sawcut lines on the plans are shown for major cuts only,there will be other sawcutting required to accomplish the work that is not shown on the plans. All the sawcutting is considered incidental to other bid items. The Contractor shall be responsible for ensuring that special precautions are undertaken so that no concrete or concrete by-products,or products and by-products used in the sawcut of asphalt concrete pavement or concrete,are discharged into any storm drain or surfaced water system. Flushing sawcuts with high pressure water and collection of wasted water with vacuum system, and pollution control shall be considered incidental to and included in the unit contract prices for "Remove Asphalt Concrete Pavement", "Remove Curb and Gutter","Remove Sidewalk",and "Remove Existing ". 2-02.3(3) Removal of Pavement,Sidewalks and Curbs,General Add the following: Pavement, sidewalks and curbs shall be sawcut in such a fashion to form a neat break line. Except where the existing roadway is to be cold planed,all transitions to existing asphalt or cement concrete roadways,cement concrete driveways,curb and gutter,and walkways shall be vertically sawcut per Renton Standard Plans H-033. East Valley Road 2-1 December 10, 1999 2-02.3(3)A Remove Asphalt Concrete Pavement and Asphalt Concrete Sidewalk Existing asphalt concrete pavement and asphalt concrete sidewalk shall be removed at the locations shown in the plans as designated by the Engineer. This work shall be performed where shown in the plans in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat longitudinal vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified with a self- propelled machine capable of cutting to a 6-inch depth and approved by the Engineer. The use of pneumatic,hydraulic or gas hammers or punches will not be permitted. Care shall be taken in removing the pavement and sidewalk not to damage any of the existing pavement or sidewalk that is to remain in place. Any remaining pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer at the Contractor's expense. The removed pavement shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)B Remove Cement Concrete Sidewalk and Driveways Existing cement concrete sidewalk and driveways shall be removed at the locations indicated in the Plans,for repair and the installation of curb ramps, in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified. The use of pneumatic, hydraulic or gas hammers or punches will not be permitted. Care shall be taken in removing the sidewalk to not damage any of the existing curb, walkway or pavement that is to remain in place. All remaining curb, walkway or pavement damaged due to the Contractor's operations shall be replaced by the Contractor, to the satisfaction of the Engineer,at Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)C Remove Cement Concrete Curb and Gutter Existing cement concrete curb and gutter shall be removed as shown in the plans for repair and the installation of curb ramps. This work shall be performed where shown in the plans in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat longitudinal vertical cut along the boundaries of the area to be removed or closest through expansion joint. Care shall be taken in removing the curb and gutter such as not to damage any curb and gutter, sidewalk,or pavement that is to East Valley Road 2-2 December 10, 1999 remain in place. Any remaining curb and gutter, sidewalk,or pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer at the Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)D Removing Catch Basin Apron The Contractor shall remove catch basin apron or portion of apron where shown in the plans or where designated by the Engineer, in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified. The use of pneumatic, hydraulic or gas hammers or punches will not be permitted. Care shall be taken in removing the catch basin apron to not damage any of the existing apron, curb, walkway or pavement that is to remain in place. All remaining apron,curb, walkway or pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer,at Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)E Removing Existing Traffic Island Existing traffic island shall be removed at the locations shown in the plans as designated by the Engineer. This work shall be performed where shown in the plans in accordance with Section 2- 02.3(3)of the Standard Specifications and these Special Provisions. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)F Removing Existing Catch Basins The Contractor shall remove catch basins where shown in the Plans or where designated by the Engineer. The voids shall be backfilled with material approved by the Engineer and the material compacted to the satisfaction of the Engineer. All grates,frames and covers shall remain the property of the City and will be hauled from the project by City forces. The Contractor shall exercise reasonable care in the removal and salvaging of existing grates,frames, and covers,and shall stockpile the salvaged grates,frames and covers in locations designated by the Engineer. East Valley Road 2-3 December 10, 1999 Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2- 03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.4 Measurement This Section is revised to read: All removing of curbs and gutters will be measured by the linear foot along the line and slope prior to removal. All pavement,sidewalk,and driveway removal will be measured by the square yard prior to removal. Removing catch basin apron will be measured by the unit for each apron removed. Removing traffic island will be measured by the square yard prior to removal. The area for payment of removed traffic island will not include the traffic curb surrounding the traffic island. Removing catch basins will be measured by the unit for each type of catch basin removed. 2.02.5 Payment Payment will be made for the following bid items: "Remove Asphalt Concrete Pavement",per square yard. "Remove Curb and Gutter",per linear foot. "Remove Existing Deteriorated Concrete Driveway",per square yard. "Remove Existing Traffic Island",per square yard. "Remove Existing Traffic Curb", per linear foot. "Remove Sidewalk",per square yard. "Remove Existing Catch Basin Concrete Apron",per each. "Remove Existing Asphalt Concrete Sidewalk", per square yard. "Remove Existing Catch Basin Type 1", per each. "Remove Existing Catch Basin Type 2",per each. END OF DIVISION 2 East Valley Road 2-4 December 10, 1999 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-05 CEMENT CONCRETE PAVEMENT SECTION 5-05.5 IS SUPPLEMENTED AS FOLLOWS: 5-05.5 Payment Payment shall be made for the following bid items when they are included in the proposal: "Cement Conc. Pavement,9-Inch",per square yard. "Cement Conc.Pavement, 10-Inch",per square yard. 5-06 STONE MATRIX ASPHALT(SMA)SURFACE COURSE(NEW) 5-06.1 Description This work shall consist of constructing a surface course of stone mastic asphalt pavement on a prepared foundation in accordance with these specifications and in reasonably close conformity with the lines,grades,thicknesses, and typical cross sections shown on the plans or established by the Engineer. 5-06.2 Materials 5-06.2(1) Materials—Composition of the SMA Mixture(Job-Mix Formula) The asphalt mixture shall be composed of a mixture of aggregate(s), mineral filler and asphalt cement, plus required additives and be combined as necessary to meet the project requirements. It is the Contractor's responsibility to ensure that,in addition to the aggregate gradation requirements, the produced material will provide an asphalt concrete mixture that conforms to the applicable design parameters listed in Table 1-1. The Contractor shall submit in writing to the Engineer the proposed job-mix formula(JMF)for approval including the following: (a) The percentage(in units of one percent)of aggregate passing each specified sieve,except the No. 200 sieve,based on the dry weight of aggregate as determined by AASHTO T-I I and T-27. (b) The percentage(in units of one-tenth of one percent)of aggregate passing the No. 200 sieve,based on the dry weight of aggregate as determined by AASHTO T-11. (c) The percentage(in units of one-tenth of one percent)of aggregate finer than 0.020 mm in size, based on the dry weight of aggregate as determined by AASHTO T-88. East Valley Road 5-1 December 10, 1999 (d) The percentage(in units of one-tenth of one percent)of asphalt material to be added,based upon the total weight of mixture. (e) The proposed percentage of each stockpile to be used,the average gradation of each stockpile,and the proposed target value for each sieve size. The target values and the combined average gradation of all the stockpiles when combined in accordance with the Contractor's recommended stockpile combinations shall be within the gradation ranges for the designated grading in Table 1-2. (f) Additional information required as part of the JMF shall include the following: (1) The material sources for all ingredients; (2) The material properties,as listed,for all ingredients: ■ The specific gravities of the individual aggregates and asphalt; ■ The L.A.Abrasion of the aggregates; ■ The Sand Equivalent value of the combined aggregate; ■ The Flat and Elongated Percent of the coarse aggregate(3 to 1 and 5 to 1 ratios),retained above the No. 4 Sieve; ■ The Plastic Index of the aggregate; ■ The absorption of the aggregates; and ■ The asphalt temperature/viscosity curves. (3) The mixing temperature and tolerances of the mix; (4) The mix design test property values and curves used to develop the job mix in accordance with the Asphalt Institute's Manual Series No. 2(MS- 2); (5) The plot of the gradation on the FHWA 0.45 power gradation chart;and (6) Target density of the Mix Verification Test section. Table]-] SMA Mix Requirements Design Parameters Marshall (1)VTM,percent2 3-4 (2)Asphalt Content,percent 6 min. (3)VMA 4 17 min. (4) Stability, lbs. 1400 min. (5)Flow,0.01 inch 8— 16 - (0.25 mm) (6)Compaction,number of blows at each side of test specimen 50 East Valley Road 5-2 December 10, 1999 Marshall procedures are in accordance with AASHTO T-245. Z VTM(Voids in Total Mix)is based on AASHTO T-166,T-209, and T-269. Maximum density will be based on AASHTO T-209. 3 Based on weight of total mix. 4 VMA to be determined in accordance with TAI Manual Series No. 2(MS-2). 5 Values may be modified depending on other SMA mix considerations. 5-06.2(2) Aggregate (a) Coarse Aggregate. Coarse aggregate shall be crushed,non-absorptive stone and unless otherwise stipulated,shall conform to the following quality requirements of AASHTO M-283 for Class A aggregates: East Valley Road 5-3 December 10, 1999 (1) Los Angeles abrasion,AASHTO T-96 30% max. (2) Flat and Elongated Particles,ASTM D 4791 (measured on No. 4 retained) 3 to 1 20% max. 5 to 1 5% max. (3) Sodium sulfate soundness loss (5 cycles),AASHTO T-104 15% max. (20%max. if magnesium sulfate is used) (4) Particles retained on the No.4 sieve shall have at least one fractured face, 90% min. two fractured faces 75%min. (5) Coarse and fine durability index,AASHTO T-210 40 min. Mixes with relatively pure carbonate aggregates or any aggregates known to polish shall not be used. (b) Fine Aggregate. Fine aggregate shall consist of a blend of 100%crushed, manufactured sand. It shall conform to the following quality requirements of AASHTO M-29. The sodium sulfate soundness loss in 5 cycles shall not exceed 15 percent. In addition the liquid limit shall not exceed 25 as determined by AASHTO T-89. (c) The several aggregate fractions for the mixture shall be sized,graded,and combined in such proportions that the resulting composite blend conforms to Table 1-2 for the grading shown in the bid schedule. Table 1-2 Gradation Target Value Ranges For Stone Mastic Asphalt (Percentage by Weight Passing Sieves AASHTO T-27 and T-11) Sieve Desi ation Percent Passing 3/4 in 100% 1/2 85—95 3/8 60—75 No. 4 20—28 No. 8 16—24 No. 30 12— 16 No. 50 12— 15 No. 200 8— 10 0.020 mm less than 3* *To be controlled from a combination of aggregate sampled on the cold feed and added commercial mineral filler. East Valley Road 5-4 December 10, 1999 5-06.2(3) Asphalt (a) Asphalt cement shall be PG 70-22. (b) Asphalt shall be mixed at a temperature as recommended by the supplier. 5-06.2(4) Mineral Filler (a) Mineral filler should consist of finely divided mineral matter such as rock or limestone dust or other suitable material. At the time of use it should be sufficiently dry to flow freely and essentially free from agglomerations. Filler should be free from organic impurities and have a plasticity index not greater than 4. Filler material for the mix shall meet the requirements of AASHTO M- 17. (b) Of the amount of commercial mineral filler added to the SMA mixture,that amount in size less than 0.02 mm should be limited to less than 20%of the total by weight of added commercial filler. 5-06.2(5) Fiber Additive (a) A fiber stabilizer common to existing projects such as cellulose or mineral fiber shall be utilized. Dosage rates are for cellulose 0.3%by weight of the total mix, and for mineral fiber 0.4 to 0.5%by weight of total mix. Allowable tolerances of fiber dosage shall not exceed+/- 10% of the required fiber weight. (b) (Experimental section,to be utilized only if a fiber other than one common to the German or Swedish SMA projects is utilized. The selected fiber shall meet the properties described in Table 1-3 or Table 1-4 utilizing the listed test procedures. East Valley Road 5-5 December 10, 1999 Table 1-3 Fiber Properties Cellulose Fibers Screen(Alpine Sieve )Analysis: Fiber Length: 0.2"(maximum) Passing No. 100 sieve 55—70% Ash Content 20% volatiles(maximum) PH 7.5 +/-1.0 Oil Absorption 5.0+/-1.0(times fiber weight) Moisture Content 3—5% Bulk Density 1.25—2.50 lbs/ft Alpine Sieve Analysis. This test is performed using an Alpine Air Jet Sieve(Type 200 LS). A representative 5-gram sample of fiber is sieved for 14 minutes at a controlled vacuum of 22 inches(+/-3)of water.The portion remaining on the screen is weighed. 2 Ash Content. A representative 2-3 gram sample of fiber is placed in a tared crucible and heated between 1100'and 1200T for not less than two hours.The crucible and ash are cooled in a desiccator and re-weighed. 3 Oil Absorption Test. Five grams of fiber is accurately weighed and suspended in an excess of mineral spirits for not less than five minutes to ensure total saturation. It is then placed in a screen mesh strainer(approximately 0.5 square millimeter hole size)and shaken on a wrist action shaker for 10 minutes(approximately 1-1/4 inch motion at 240 shakes/minute).The shaken mass is then transferred without touching,to a tared container and weighed. Results are reported as the amount(number of times its own weight)the fibers are able to absorb. 4 Moisture Content. Ten grams of fiber is weighed and placed in a 250°F forced air oven for two hours.The sample is then re-weighed immediately upon removal from the oven. Cellulose Pellets 50/50 cellulose fiber/asphalt Pellet Size >1/4 cubic inch(approximate) Cellulose Comply with above requirements Asphalt 25—50 pen Table 1-4 Fiber Properties Mineral (Basalt)Fibers Size Analysis: Fiber Length 0.04 inches(average) Thickness 0.002 inches(average) Shot Content No. 60 sieve 0%retained No. 230>10%retained Shot content is a measure of non-fibrous material.The shot content is determined on vibrating sieves.Two sieves,No. 60 and No. 230 are typically utilized. East Valley Road 5-6 December 10, 1999 5-06.3 Construction Requirements 5-06.3(1)Asphalt Concrete Mixing Plant Plants used for the preparation of the SMA mixture shall conform to AASHTO M-156 and the following: (a) Handling Mineral Filler. Adequate dry storage shall be provided for the mineral filler,and provisions shall be made for proportioning the filler into the mixture uniformly and in the desired quantities. Mineral filler in a batch plant will be added directly into the weigh hopper. In a drum plant mineral filler will be added directly into the drum mixer. Special attention is directed to providing appropriate equipment for accurately proportioning the relative large amounts of mineral filler required for an SMA mixture. (b) Fiber Addition. Adequate dry storage shall be provided for the fiber additive, and provisions shall be made for proportioning fiber into the mixture uniformly and in the desired quantities. Batch Plant Loose fiber or pelletized fiber shall be added through a separate inlet directly into the weigh hopper above the pugmill. The addition of fiber should be timed to occur during the hot aggregate charging of the hopper. Adequate dry mixing time is required to ensure proper blending of the aggregate and fiber stabilizer. Dry mixing time shall be 5 to 15 seconds. Wet mixing time shall be increased slightly, approximately 5 seconds to ensure adequate blending with the asphalt cement. The dry-mixing period is the interval of time between the opening of the weighing-hopper gate and the application of asphalt cement; the wet-mixing period is the interval of time between the application of asphalt cement and the opening of the mixer gate. Drum Mix Plant In a drum mix plant pelletized fiber shall be added directly into the drum mixer through the RAP inlet. Operation of the drum mixer will be such to ensure complete blending of the pelletized fiber into the mix. Loose or non-pelletized fiber will not be used in the drum mixer. (c) Hot-Mixture Storage. When the hot mixture is not to be hauled immediately to the project and placed, suitable bins shall be provided. Such bins shall be either surge bins to balance production capacity with hauling and placing capacity or storage bins which are heated or insulated and which have a controlled atmosphere around the mixture. The holding time shall be within limitations imposed by the Engineer,based on laboratory tests of the stored mixture. In no case will SMA mixture be kept in storage overnight. East Valley Road 5-7 December 10, 1999 5-06.3(2) Hauling Equipment Hauling equipment and paver should be of a type normally used for the transport and placement of dense grade asphalt hot mix. So that the mixture shall be delivered on the road at the specified temperature,truck beds shall be covered and insulated, if necessary. 5-06.3(3) Asphalt Concrete Pavers Asphalt concrete pavers shall be of a type normally used for the placement of dense graded asphalt hot mix. They shall be self-contained,power-propelled units provided with an adjustable activated screed,heated,if necessary,and capable of spreading and finishing courses of asphalt plant mix material in lane widths applicable to the specified typical section and thickness shown on the plans. The paver shall be capable of being operated at forward speeds consistent with satisfactory placement and compaction of the mixture. 5-06.3(4) Weather Limitations The asphalt concrete mixture shall be placed on a dry unfrozen surface when the atmospheric temperature in the shade and of the roadbed is above 60T and the mix conforms to the applicable requirements of Subsection 5.06.3(7). 5-06.3(5) Conditioning of Existing Surface (a) Immediately before placing the SMA mixture,the existing surface shall be cleaned of loose or deleterious material by brooming or other approved means. (b) A thick tack coat of asphalt emulsion(SS-1, SS-lh, CSS-1, CSS-lh or similar material)conforming to AASHTO M-140 or M-208 shall be applied to ensure uniform and complete adherence of the overlay. The asphalt emulsion used for this purpose will be diluted with an equal part of water and be applied at the rate of approximately 0.1 gaUsquare yard. (c) Where the existing surface is distorted,a leveling course of hot asphalt mix shall be required to restore proper cross-section prior to construction of the overlay. A tack coat will be eliminated between the leveling course and the succeeding overlay. 5-06.3(6) Control of Asphalt Mixture The asphalt mixture furnished by the Contractor shall perform to the job-mix formula,within the allowable deviations from the target values. The allowable deviations from the target values for the JMF of the aggregate shall be+/-4% for the 3/4", 1/2",and 3/8"sieve,+/-3% for the No.4, No. 8,No. 30 and No. 50 sieve,and+/-2%for the No. 200 sieve. The allowable deviation from the target value for the asphalt content shall be+/-0.3 percent. 3-06.3(7) Placing and Finishing The mixture shall be placed at a temperature not less than 290T. The mixture temperature shall be measured in the truck just prior to dumping into the spreader. East Valley Road 5-8 December 10, 1999 The mixture shall be spread and struck off to the established grade and elevation with asphalt pavers. Placing speed will be adjusted so that sufficient time is allowed for compaction operations. 5-06.3(8) Compaction Immediately after the mixture has been spread, struck off and surface irregularities adjusted, it shall be thoroughly and uniformly compacted by rolling. (a) Due to the nature of SMA mixture the surface shall be rolled immediately. Rolling shall be accomplished with steel wheel rollers of a minimum weight of 10 tons. Rolling procedures should be adjusted to provide the specified pavement density. Rollers shall move at a uniform speed not to exceed 3 mph with the drive roll nearest the paver. Rolling shall be contained until all roller marks are eliminated and the minimum density has been obtained. The Contractor shall monitor density during the compaction process by use of nuclear density gauges to assure that the minimum required compaction is being obtained. (b) To prevent adhesion of the mixture to the rollers, it shall be necessary to keep the wheels properly moistened with water or water mixed with very small quantities of detergent or other approved material. (c) The pavement should be compacted to 94% of maximum theoretical density or approximately 6%air voids. 5-06.3(9) Trial/Experimental Sections A minimum of two test sections,a minimum of 500 feet each, shall be constructed off-site to examine the mixing plant process control,placement procedures, SMA surface appearance, compaction patterns and to calibrate the nuclear density device. Trial sections shall be placed as specified approximately one week prior to placement of the project SMA. 5-06.3(10) Joints,Trimming Edges,and Cleanup SMA joints shall be in accordance with Section 5-04.3(11). 5-06.3(11) Pavement Samples Samples shall be provided in accordance with Section 5-04.3(12). 5-06.3(12) Acceptance Sampling and Testing of SMA (Gradation and Content) Acceptance sampling and testing shall be in accordance with Section 5-04.3(8)A. 5-06.3(13) Acceptance Sampling and Testing of SMA (Compaction) SMA compaction control shall be in accordance with Section 5-04.3(10)B. East Valley Road 5-9 December 10, 1999 5-06.3(14) Surface Smoothness SMA shall be completed in accordance with Section 5-04.3(13). 5-06-3(15) Acceptance Testing of Asphalt Concrete Mixtures(Thickness) The SMA surface shall be sampled on a statistical basis and tested to determine if pavement thickness conforms to thee nominal thickness(1.5 inches)specified in the contract. The allowable deviation from the target value(nominal thickness specified)for pavement thickness shall be minus 1/4 inch. The thickness of the pavement shall be determined from the cores obtained in accordance with Subsection 1.17. 5-06.4 Measurement Stone matrix asphalt(SMA)overlay will be measured by the ton, with no deduction being made for the mass of the liquid asphalt,blending sand,mineral filler, or other component of the mixture. 5-06.5 Payment Payment will be made in accordance with Section 1-04.1 for"Stone Matrix Asphalt Overlay", per ton. The unit contract price per ton for"Stone Matrix Asphalt Overlay"shall be full pay for construction of stone matrix asphalt overlay, including the preparation of any existing Portland cement concrete,brick or bituminous surface, or pavement base. All costs of furnishing,hauling and processing aggregates and blending sand into the complete mix shall be included in the unit contract price per ton for stone matrix asphalt overlay. At the discretion of the Engineer, the Contractor may be required to include mineral filler in the mix. END OF DIVISION 5 East Valley Road 5-10 December 10, 1999 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-04 CURBS,GUTTERS,AND SPILLWAYS 8-04.3(1) Cement Concrete Curbs,Gutters,and Spillways Add the following: For the construction of Non-Integral Cement Concrete Barrier Curb(and Transition Section),the pavement shall be dry and cleaned of loose and deleterious material prior to curb placement. At the Contractor's option,concrete curbs shall be anchored to the existing pavement either by placing steel tie bars 1 foot on each side of every joint,or by using an adhesive_ Tie bars shall meet the dimensions and spacing shown in the Plans. The adhesive shall meet the requirements of Section 9-26 for Type II epoxy resin. 8-04.5 Payment Add the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Non-Integral Cement Conc. Barrier Curb", per linear foot. 8-14 CEMENT CONCRETE SIDEWALK 8-14.5 Payment Add the following: All costs for constructing wheel chair ramps shall be incidental to sidewalk and curb construction. All depressed cement concrete curb and gutter,together with sidewalk required to construct the wheel chair ramp, shall be included in the contract prices: "Cement Conc. Sidewalk",per square yard. "Cement Conc.Barrier Curb and Gutter",per linear foot. 8-15 ASPHALT CONCRETE SIDEWALK AND SHOULDER 8-15.1 Description The Contractor shall construct an asphaltic concrete ramp and shoulder in accordance with details shown in the plans and these specifications or as established by the Engineer. The maximum slope on the ramp shall be 12:1. All construction and materials shall be in accordance with Sections 4-04 and 5-04. 8-15.4 Measurement Miscellaneous asphalt concrete for sidewalk and shoulder will be measured by the ton. 8-15.5 Payment East Valley Road 8-1 December 10, 1999 Payment will be in accordance with Section 1-04.1 for"Misc. and/or Driveway Asphalt Cl. B", per ton. 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 8-20.3(14)C Induction Loop Vehicle Detectors Add the following: An alternate to the 6 foot x 6 foot square Type 2 induction loop shown on Standard Plan J-8a,6-foot diameter round loops shall be constructed. Round loops shall be constructed in accordance with the requirements noted for Method A(Circular Saw). Method A(Circular Saw) (1) Loop conductor and loop lead-in cable shall conform to Section 9-29.3. (2) Round sawcuts shall be 6 foot in diameter and shall be constructed using equipment designed for cutting round loops. The equipment shall utilize a concave,diamond segmented blade. The sawcuts shall be vertical and shall be a minimum of 0.25 inches wide. The sawcut shall be a minimum of 3 inches deep, measured at any point along the perimeter of the sawcut. Other methods of constructing the round sawcut such as anchoring a router or flat blade saw will not be allowed. (3) The bottom of the sawcut shall be smooth. No edges created by differences in sawcut depths will be allowed. (4) All sawcut corners shall be rounded to a minimum 1.5 inch radius. (5) All sawcuts shall be cleaned with a high pressure washer. Wash water and slurry shall be vacuumed out or blown dry with compressed air. (6) Loops shall be installed after all grinding and prior to paving the final lift of asphalt designated in the Contract. (7) The loop shall be constructed using 4 turns of conductor. The conductor shall be installed one turn on top of the previous turn. All turns shall be installed in a clockwise direction. The conductors shall be secured to prevent floating with 2- inch lengths of high temperature foam backer rod sized for a snug fit and spaced at 2-foot intervals around the perimeter of the sawcut and at corners. (8) Loop sealant shall be installed in 2 layers. The first layer shall be allowed to cool before the second layer is applied. Sealant shall be MSI 34271 loop sealant. Installation of the sealant shall be provided between the top of the conductors and the top of the sawcut. Installation of the twisted polypropylene rope noted on Standard Plan J-8a is not required,nor will it be allowed. (9) When loop detectors are placed in the subgrade under the pavement, loop detectors shall be"NeverFail"brand or equal. East Valley Road 8-2 December 10, 1999 8-30 TRAFFIC ISLAND (NEW SECTION) 8-30.1 Description This work shall consist of constructing traffic islands in accordance with details shown in the Plans and these Specifications or as established by the Engineer. 8-30.2 Materials Materials shall meet the requirements of the following sections: Non-Integral Cement Concrete Barrier Curbs 8-04 Asphalt Concrete Pavement 5-04 Crushed Surfacing 4-04 8-303 Construction Requirements The construction of the Non-Integral Cement Concrete Barrier Curbs shall be in accordance with section 8-04. 8-30.4 Measurement Miscellaneous asphalt pavement class B for traffic island will be measured by the ton with no deduction for being made for the weight of liquid asphalt,blending sand,mineral filler,or any other component of the mixture. Crushing surfacing will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. Curbs will be measured b the linear foot along the back of curb along the line and slope of the completed curb,including bends. 8-305 Payment Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Non-Integral Cement Conc. Barrier Curb",per linear foot. "Crushed Surfacing Top Course",per ton. "Misc. and/or Driveway Asphalt CLB",per ton. SW 41sT STREET REHABILITAION WEST OF EAST VALLEY ROAD(NEW SECTION) Description This work consists of planing and overlaying SW 43rd Street west of East Valley Road as indicated in the plans. East Valley Road 8-3 December 10, 1999 The rehabilitation of the SW 43`d Street,through the intersection with Oakesdale, will be performed under a separate contract administered by Metro in conjunction with the 108-inch diameter line crossing construction. SW 43`d Street pavement rehabilitation will stop 5-feet east of the radius return on the east side of the SW 43`d Street/Oakesdale intersection,and pick up again 5-feet west of the radius return on the west side of the SW 43`d Street/Oakesdale intersection. Match existing paving outside this intersection at limits to be determined by the Engineer. Construction Requirements Planing and overlaying of SW 43`d Street shall be in accordance with the typical roadway section, and includes adjusting existing inlets and covers to match the overlay finish grades. Induction loop traffic detectors shall be placed as indicated in the induction loop layouts included as an appendix to the contract documents Pavement markings shall be placed as indicated in the pavement marking layouts included as an appendix to the contract documents. Payment Payment will be made for the following bid items included in the proposal: "Planing Bituminous Pavement",per square yard. "Stone Matrix Asphalt Overlay",per ton. "Adjust Inlet",per each. "Adjust Cover", per each. "Induction Loop Vehicle Detectors",per linear foot. "Plastic Traffic Arrow",per each. "Plastic Stop Bar",per linear foot. "Plastic Crosswalk Stripe",per square foot. "Raised Pavement Marker Type 1",per each. "Raised Pavement Marker Type 2",per each. END OF DIVISION 8 East Valley Road 8-4 December 10, 1999 P41 P40 /� bS SW 43RD ST. P34 Pu R/W--- M —� rX4 C1 �._ 173.6' 11 L2 1716'[l2 36.6' = 36.0': P32 P31 —— /W P39 CITY OF RENTON b DEPARTMENT OF PLANNING/BUILDING k PUBLIC WORKS / TRAFFIC SIGNAL LOOPS BW 48RD ST. At ED VALLEY ROAD ' b v DESK*M 101 CAM OOTOWR 28,1"2 FRI NAYS ICU-036 P37 DRAWN cNEdc[a I�o'Ai Ao IOAu, ":50' 4A 122 wa.raa P36 NVV A"ROrEO, sm¢er, OF, 03� P37 / LIJ L2 0.1 190.1�190,1 Q L7 / P39 74.7' / P3a 58. ,z P35 P34 429' 429' 2.11 LI�L� L_1� -- -- 27.81l27.a' 27.2' SW 43j�4 ►I ✓1 Ilel �l � �25.8't� U 41..25.8'm: 2 ca2.7'Li 8.9,L2S1.J' � �1 NN4N .9' - �� 25.8'—L�1 41.8�L2 57.8�L3 73, L4 _ �L4 11 L2�—� LJ51. — pyy \\SP 27.2' 27.2' P32 C1 [O i 43.2 43.2' I �L2 �L2 P41 CITY OF RENTON DEPARTMENT OF PLANMNG/BUILDING k PUBLIC WORKS Poo TRAFFIC SIGNAL LOOPS i SW 48RD ST. AND LIND AVE. SW DEfICNED, KHI OATI. All. Is,too* KE NAYS ICi 11_O37 156. DnAWN wA/GAD 1 OO OOO �L1 P42 soaa ":5 0' �...R. CMECKFA KH A►MOVIG &41W, OR �M A AA O3 P37 L,J LzJ 85.1126S 1 W Q I I I I w I 1 W _Q PJ9 I 749' 1 u] W I Pia � La � SW 4 3RD S T. 42.8' 42.8' 42.8' PJS-- P34 P38 am 999� 26.C» L � �I 424tW� 26.0's��L2 424C4 _ 565.0'rL1� L4 7' (L3 61.7 .�45 11'29. — L2�J 260.0' 260 SB.OL`3 731 G 4 565 0�L2, L4 40.4' L1 280A' L3 54.0' LIJ�e![230 — _ - 9e ns ---R/N ---- _ - fl � it � �I � IIIIIIII P31 P32 7.0' 27.0' 1 -- �.1 4211 L4, C.l� � �L3 l j 11 P41 j � t3l CITY OF RENTON _ DEPARTMENT OF PLANNING/BUILDING k PUBLIC WORKS P40 O I c0 TRAFFIC SIGNAL LOOPS SW 48RD HT. AND OAKEHDALE AVE. SW DESIGNED, KH DATE,FIMUAHY 29, 1993 FILE NAME, ICU-038 6512((85,1 P42 ED,DRAWN BOA? 4-4.324 L(I CHECK KH !GALL �•'_rj Q A".u - 4 APPROY[0. !MEET, OFi n l l�r� 09.�N9.3 P38 R/W GOT —— —— i 424' 424' 424 1 SW 41 ST STREET J ��,, P37 • �� �� �� S / 26.1' 26.1' 25.1' •� I �., — _ �: t00.d Lit' \',�•\ ''� P34 �L07152.8' r- r rlS� \ L3�7A' 20.9' load L- �L51528' 1L2137. l2j 20.9' I i P33 � ZZZ .0' LI;�e 20.9' P32 II II I II II III II P31 � 49.0' 49.0 1 83,� 831 R/W NSDOT �L2 �L4 �L3 P39 1 P35 CITY OF RENTON DEPARTMENT OP PLANNING/BUILDING & PUBLIC WORKS 177. 177. TRAFFIC SIGNAL LOOPS SW 41ST STREET & EAST VALLEY ROAD 24.5 24J.5\ DEEK7NM KM WE. JAN.J• 1994 FILE NAME ICU-041 L4i �l3 DRAWN 9CA/CAD NW31-23-5 P38 CHECKM KM SCALC V=5 p —nL 4_ APPROVED, AA rn�r �11!!Ti o" . 041 Job No.:07270-013-002 No.:01 HDR Engineering,Inc. Pro Renton-East Valley Road Reconstruction Com uted: JAG jDate: 2/17/00 Subject: PSBE Task: PreliminaryCost Estimate Checked: Date: Sheet 1101 1 TOTAL $ 908,847 +10%4 $ 999,732 41st ST Intersection $ 73,866 $ 7,387 $ 81,253 East Valley Road $ 206,531 $ 20,653 $ 227,184 'Construction Contingency 43rd ST Intersection $ 58,060 $ 5,806 $ 63,866 43rd Street East $ 105,935 $ 10,594 $ 116,529 43rd Street West $ 464,455 $ 46,446 $ 510,901 Totals 41st ST Intersection East Valley Road Ord ST Intersection 43rd Street East Ord Street West ITEM Unit Cost Unit Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost Quantity Cost SUM $ 908,847 $ 73,866 $ 206,531 $ 58,060 $ 105,935 $ 464,455 General------ --- 0001-- Std_- M-----ation-------------------------------------- $ - L.S. 1 - 82600 1 $ 6700 1 $ --------18800 ----------1 $ 5,300 - -- 1 $ ""- -9,600 --- - - --- $ 42,200 ----------- ----- ---------- --------'--- ---------- -----------L--- ---------- --L--- - ---- ---- - -- ------------ --- -----COR- Contractor Suppliedrve SuyinjL-"--___.____..____ $--------- L.S... ______.- t S36J000 -- -- -1 $ ------ 3,000 1 $ 8,000 1 $ ---2,000 1 $ 4,000 ----- ---- 1 $----- 19,000 COWSTD1-65-- COR Traffic Control $ L.S. 1 $ 37,700 1 $ 3,100 ---1 $ --"- --8,600 "-- --� 1 $-" -2,400 ---------1 $------4,400 1 $ 19,200 SP PR,STD 1-10 Demolition_---1 ---5711 Spec- Planing Bituminous Pavement------------------- $--------- S.Y. ---- 29455 $_____117J820 _.__.--560 $........2L240 3750 $_------15L000 0 $ - 695 $ 2,780 24450 $ 97,800 STD 5-04.3�141 -- ----- -- ---------- ----------- ----------- ---------- ------------ ------------- ------------ --------- - -- 2,3 ---- Remove As haft Concrete Pavement $ ---- S.Y. 6265 S31325 1120 $ SL600 2425 $ 12,125 920 $ 4,600 1800 $ 9,000 0 $ GSP -----------------0108-COR Remove Curb and Gutter---------------------- $-----5.00 L_F.-- -------189 $---••----945.........25 $--------- 125 -------1-- $--------- -- ----------- $___------ - ----0 $_________ - ------0 $-------- SP PR-------- -------------- ---- - -11 - - - -Spec Remove Existing Deteriorated Concrete Driveway- $ - 25 00 S.Y.- 6 $ - - 150 - -- -6 $ - ---- 6 $ - - - 150 -- - -- 6 $- -- - -- $ - - - - - - $ -- ----- - -----------12 -0150 Spec RemoveEzistingTrafficIsland------------------ $----15.00 S.Y.-- ------- 97 $-------1J455 ---------0 $------------- --------97 $ 1,455 - -6 $ -- - - ______ 0 $ - - - $---------- SPPR-------- ____--------13__---- -Spec Remove Existing Traffic Curb $- - 5.00 L.F. - 621 $ 3 105 0 $ 131 $ 655 0 $ - 490 $ 2,450 0 $ SP PR --- - ---- - --0100 COR Remove Sidewalk -- -- - - - $- - 6.00 S.Y-- - -- 103 $ - -- 618 - --12 $ - 72 - -- 71 $-- - 426 --- - --20 $- -120 -- -- 0 $ - ------------0 $----------- SP PR - - ----_----- -9,18 -_--Spec Remove Existing Catch Basin Concrete Apron - $ - 5000 Each- _------- 5 $_____ 250 0 $ 4 $ 200 1 $ 50 ___.____ 0 $ --- --__ -- - 0 $ -- -------------- ------------- --------- ---- ---------- -------------- -- pec" Remove Existing Asphalt Concrete Sidewalk - - $- .-12.00 S.Y. 17 S 204 - -17 $ -204 -0 $ - -- 0 $""""-":"" 0 $ 0 $ SP PR - ------------ ---- ----- -- ---- --------- _ - -- - -- pec Remove Existing Catch Basin Type 2------------- $ ------ Each- ---------1 ----------4� ---------6 $ ---------1 $--------- -- --- $------_-- --------0 $ - - - 0 $- ---- - - - Spec Remove Existing Catch Basin T pe 1 $ 400.00 Each 1 $ 400 0 $ - 0 $ - -- 0 $ ---- - --- 1 $--------400 ---------- $---------- -------------- Construction 1 _.._ Spec Stone Matrix Asphalt Overlay $ 60.00 Ton-" 4672 $ 280J320 65 $ 3,900 430 $ 25,800 0 $ 0 $ 4177 $ 250,620 ------------ ---- - -------------- ----------- ---- -- ---------- --------------- -- -------- -------------- ----------- ----------- R Misc.and/orDrtvewa As haltCt.B $ 40.00 Ton 12 $ 480 0 ""_" ___"'" -"__-_- ""' "--"""" ----- -- - - --- - -- - -- --- y J'- ---------------- - ----- ----- ----- - - - $ 12 $ 480 0 $ o $_____ o $---- - ---- 75 - ------------- ---------- ------------- - ---------- ------- pec ment nc. avement nc $ -35.00 S.Y. 4225 S 147875 0 $ 2425 $ ----- 0 $ 1800 $ 63,--- 0 $ STD5-05/Spec -----112 ---------41,440 ---------- •------------- -- --------- --------•-- 5624 S Cement Conc.Pavement 10-Inch ---------- ------------ ----------- ----------- ---- - - L -- - $- -37.00 S Y.-- ----- 2040 5------7 --- ---------- $ -------4-L� ---------- $------------- - 920 $ 34,040 0 $ - - - 0 $ STD S-05%Spec 7 Spec Non lnteyrai Cement Conc.Barrier Curb $ -10.00 L.F. - 227 S 21270 ........25 $ 250 160 $ 1 600 42 $ 420 - - 0 $- - 0 $ - - SP PR,8-04 ---- -- - -- ------- --------------- -- ----- ------------ --- 6704 Spec CementConc.BarrierCurbandGutter ----------- $ -9--- L.F. ---------- $______-2,420 - $ -------- - -21 $ 2,420 0 $ - 0 $ --- - - -- - -'0 $---------- KfI5WZ4 ---- ----- - -- ---------------------------------- --------- ----- - CementConcreteCatchBasinA ron $ ------ EA. 4 S______ 1400 0 ----------- ---------- ------------ ------------ ---- ----- �- ---------------------------P_---------------- ----•------ ----- --------- J--- --------- $ - 3 $_ 1L050 1 $ 350 0 $ _ ----------- 0 $-•--------------------------- - -eN- ---------- -------- --- ---------- 10 9602 COR Adjustlnlet-_----- $ 500.00 EA.._ 1 $ 500 0 $ - 0 $ - 1 $--- 500 ------- 0 $----------- ----------' 0 $----------- -------------- ----------- - --- - -- - - -- - - - 250.00 - - ---------- - 10 COR Ad ust Cover -__ $ 250.00 EA_- 13 $_ _____3J250 1 $ 250 3 $ 750 1 $ - 250 2 $ 500 -- - - fi $ - - 1,500 - ------ - -- -- - - - j - ------- --- -- -- - -------- ------ - - _ __ 13 6736 Std. Type C Block Traffic Curb $ -12.00 L.F. 490 S _5J680 0 $ 0 $ 0 $ 490 $ 5,880 0 $ STD 8-07L9-18.3 ------------ --- ----- ----- ------------_--_--•_-----------•- -- ----- ---------- ---------- -------- -------------- ----------- ----------- ---------- ------------- ------------ - pec Cement Conc.Sidewalk - $ 75.00 S.Y.- ---------- S_ 12J150 13 $ 975 ---------3 $-_-.---_7L725 46 $ 3,450 0 $ - -------- 0 $----------------------------------------- ----- ----------- ----------- ---------- 17 5737 Std. Asphalt Conc.For Pavement Repair $ ------ Ton- 2 $ 270 0 $ _ 2 $ 270 0 $ 0 $ 0 $ STD 5 04.3�S�E ------------ ---- ----- ----- -- - - - - - - ----------- -------- - Std_- Crushed Surfacing Top Course--------- - $- 70.00 Ton - ------ 42 $--- ?JW ---------1 $ ----- 70 - -36 $-- -- - 2,520 ----- -- -5 $- - -350 - 0 $ --- - - - ---- 0 $ -- - --- Std. Catch Basin Type 2--------- $ 2,------ Each 1 S 2J000 0 $ - 0 $ 1 $ 2,000 0 $ ---- - -- $---- -- ----- ----- Connect Structure ------------------- ----------- ----- ---------- --------- ---------- - ------------- -------------- ----------- COR Connect Structure toEzistingPi $ 200.00 Each 2 $ 400 $ - ""__"" ---"""' """-"' '--'--' "--- ---------- ------------- - $ - 2 $ 400 $ - $ Channelization --- COR Induction Loop Vehicle Detector $ 15.00 L.F. 2296 $ 34 440 252 $ 3 780 504 $ 7,560 28 $ 420 196 $ 2,940 1316 $ 19,740 - -- --J - ---- ---- - - ----- L - - - -- -- - ---------- ----------- ---------- ------------ ------------- 6833 Std. Plastic Traffic Arrow $ 50.00 EA. 59 S_______2J950 4 $ 200 19 $ 950 0 $ - 3 $ 150 33 $_ 1,650 STD 8-22 ------------ ---- ----- ---- --------------------------------------------- ----------- ----- ---------- B 6829 Std. Plastic Sto Bar5.00 ---- ---- - --- -- --- --- - - ----- ____ p _________ ______________ $ L.F. 263 S 1J315 80 $ 400 75 $ 375 40 $ 200 35 $ 175 33 $ 165 STD 8-22 Plastic r -------- ---- ----- ---------- ----- ---------- --------------- ---------- - C ---- -Std.--- Plastic Crosswalk Stri _ - --'-- -- ''--" - --- --" - - - -- - -- -- -- - ------------ ---- ----- ----- ------ ----- - -- pe -- - $ 2.50 S.F. 3 S_ -- - 7J600 - - 450 $ 1 125 190 $ 475 400 $ 1,000 0 $ 2000 $ 5,000 STD8-22 H Std. Paint Stripe------------- $ 2.00 L.F. 165 S 930 0 $ 165 $ 330 0 $ - ---- p $--------_-- --- - --p g------- - - -- ------------ --- ----- ----- ---------- --------------------- ----------- ----- - - --------- ------------- ---------- --------------- ---------- -------------- ----------- ----------- -------------- --- -- --COR____ Raised Pavement Marker Typel -- - -- $ --200 Each - 4670 $_-- -9J340 -180 $--- --- 360 - 1240 $ ----_-.2L4� 0 $-------- -- 270 $ --540 ---------2980 $----- 5,960- -------- -------------- ---- ----- --- -jhafs-�d Pavement Marker Type 2- -- - - - $ 3.00 Each 755 $ ------2J265 -- -- -25 $ - - -75 - 150 $--- - -- 45� -- --- 6 $- -- - - -:to $-- 120 - -- 540 $- -- - 1,620 ---------- ------------ -------------- ---- ----- ----- --------------------------------------------- - -------- -- ----- -------- $----------- ---------- $------------- ---------- $------------- ----------- $--------- --------- $---------- $------------ ------------ -------------- ---- ------- -- - - -- - - -- -- - - - - --- - -------------- $- - --- ----- ---------°o i ---------=-- ---------- $----- - - -- - $ - -- -= - --- $- - -- ---- - $ --- - - -- - - - $ - - - - $ $ $ $ "------------- General $ 156,300 $ 12,800 $ 35,400 $ 9,700 $ 18,000 $ 80,400 Demolition $ 156,672 $ 8,241 $ 31,021 $ 4,980 $ 14,630 $ 97,800 Construction $ 537,635 $ 46,885 $ 127,490 $ 41,760 $ 69,380 $ 252,12G Channelization $ 58,240 $ 5,940 $ 12,620 $ 1,620 $ 3,925 $ 34,135 ` >_ Sum $ 908,847 $ 73,866 $ 206,531 $ 58,060 $ 105,935 $ 464,455 CostEstimate 2.00.xls Sheet:2-17-00 Printed:2117/00 3:22 PM Page 1 of 1 REHABILITATION OF EAST VALLEY RAOD SW 41ST ST.TO SW 438D ST.AND SW 43RD ST.WEST OF OAKESDALE TO SR 167 WORKING DAYS=CALENDAR DAYS Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 ID 6 Task Name Duration -1 1 2 3 4 5 16 7 1 8 1 9 110111112113114115116117118119120121122123124125126127128129130131132133134 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 sa155156157158159160161162163164165166167168 69 70 71 72 73 74 75 76 1 n Mobilization and Control Layout 7 days 2 Demo&Reconst.EVR West Lanes(2) 15 days 3 Demo&Reconst41 st NW VS&43rd SW VS 2 days 4 Demo&Reconst4lst SW VS&43rd NW VS 2 days 5 Demolition EVR Center Lane(1) 7 days 6 Demo&Reconst.EVR East Lanes(2) 15 days 7 Demo&Reconst4lst NE VS&43rd SE VS 2 days FFM 2 Demo&Reconst41 st SE VS&43rd SE VS 2 days 9 Demo&Reconst 43rd East North Lanes(2) 4 days 10 Demo&Recant 43rd East Center Lane(1) 4 days 11 Demo&Reconst 43rd East South Lanes(2) 4 days 12 Plane 43rd East All Lanes 6 days 13 Overlay 43rd West North Lanes(2) 2 days 14 Overlay 43rd West Center Lanes(1) 2 days 15 Overlay 43rd West South Lanes(2) 2 days 16 43rd West Channelization 3 days 17 Clean-up&Demob 5 days ' LU Page 1 REHABILITATION OF EAST VALLEY RAOD SW 41ST ST.TO SW 43RD ST.AND SW 43RD ST.WEST OF OAKESDALE TO SR 167 WORKING DAYS=CALENDAR DAYS Week 1 Week 2 Week 3 Week 4 Week 5 Week 6 Week 7 Week 8 Week 9 Week 10 Week 11 10 8 Task Name Duration -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 1 r, Mobilization and Control Layout 7 days 2 Demo&Reconst.EVR West Lanes(2) 15 days 3 Demo&Reconst4lst NW VS&43rd SW VS 2 days 4 Demo&Reconst4lst SW I/S&43rd NW VS 2 days 5 Demolition EVR Center Lane(1) 7 days 6 Demo&Reconst.EVR East Lanes(2) 15 days 7 Demo&Reconst41st NE VS&43rd SE VS 2 days C Demo&Reconst4l st SE VS&43rd SE I/S 2 days 9 Demo&Reconst 43rd East North Lanes(2) 4 days 10 Demo&Reconst 43rd East Center Lane(1) 4 days 11 Demo&Reconst 43rd East South Lanes(2) 4 days O 12 Plane 43rd East All Lanes 6 days 0 13 Overlay 43rd West North Lanes(2) 2 days 14 Overlay 43rd West Center Lanes(1) 2 days 15 Overlay 43rd West South Lanes(2) 2 days 16 43rd West Channelization 3 days 17 Clean-up&Demob 5 days Page 1 O U C c w REHABILITATION OF EAST VA LLEY ROADo SW 41st STREET TO SW 4 3rd STREET AND SW 43rd STREET WESTOF 3 OAK 0 ZSDALE TO SR 167oN j a CITY OF w RENTON PLANNING/ BUIL. DING/ PUBIC WORKS DEPARTMENT n� a OO 3g �w P - STPUL-TA- 96 (268) C) �€ INDEX �E BEGIN SW 41st STREET yl s o CONSTRUCTION SHEET DESCRIPTION PROJECT SB DETOUR ROUTE LOCATION C1 COVER SHEET SEE SPECIAL h o PROVISIONS END EAST VALLEY ROAD C2 TYPICALCONSTRUCTION ROADWAY SECTIONS I C3—05 PAVEMENT AND OVERLAY PLAN , fillC6 CHANNELIZATION PLAN III �S W END SW 41st STREET C 7—C 10 SECTIONS AND DETAILS BEGIN SW 43rd STREET 1 _ CONSTRUCTION CONSTRUCTION 41st I END SW 43rd STREET CONSTRUCTION LEGEND ABBREVIATIONS 1000 *- � "' � sw sr sw 43rd I sr WMH WATER MANHOLE AC — ASPHALT CONCRETE 'S WM ❑ WATER METER a WV m WATER VALVE ALT. — ALTERNATNE �� FH 0 FIRE HYDRANT APPROX.— APPROXIMATE 15�+a I 4%R GV O GAS VALVE CONC. — CONCRETE m POW VLT POWER VAULT COR — CITY OF RENTON 4 LV ❑ STREET LIGHT VAULT CSTC — CRUSHED SURFACING TOP COURSE I I 12"CONC SO STORM DRAIN LINE EMH — ELECTRICAL MANHOLE I CB CATCH BASIN EVR EAST VALLEY ROAD 4k, y SDMH STORM DRAIN MANHOLE LT — LEFT a' I B"PVC SS SANITARY SEWER LINE NB — NORTHBOUND SSMH SANITARY SEWER MANHOLE N �LTS — NOT TO SCALE I — — — RIGHT OF WAY LINE PVMT. — PAVEMENT CENTERLINE R — RADIUS C BEGIN EAST VALLEY ROAD • MIC ® MONUMENT IN CASE RPM — RAISED PAVEMENT MARKERS CONSTRUCTION S T SIGN DROP CURB RR — RAILROAD LIMITS AT o TRANSITION RT — RIGHT INTERSECTION 0.5 CURB R/W — RIGHT—OF—WAY SEE SPECIAL 1'GLMER SB — SOUTHBOUND PROVISIONS P&LPO--,`-POWER AND LIGHT POLE SMA — STONE MATRIX ASPHALT 0—IfLJGHT POLE ST - STREET VICINITY MAP N TRAF VLT TRAFFIC VAULT STA — STATION NTS REFER TO ORIGINAL DRAWINGS TRAF CAB TRAFFIC CABINET TYP. — TYPICAL FOR SIGNATURE AND SEAL Q CONSTRUCTION NOTES REFERENCE 6 MIN Ali � REHABILITATION OF EAST VALLEY ROAD DWG NO- AND SW 43rd STREET C2 TYPICAL ROADWAY SECTIONS SHEET c FACE OF CURB= a) MATCH EXISTING CONSTRUCTION In c ELEVATION (TYP.) A CROWN CONTROL LINE FOR 2 OF EAST VALLEY ROAD VARIES MATCH EXISTING P—STPUL—TA-96 (268) Of w EXISTING CURB VARIES 0 TO FULL-WIDTH (SEE PLANS) VARIES 0 TO FULL-WIDTH (SEE PLANS) N AND GUTTER (TYP.) VARIES B ll'-O C 11'-0' D 11'-0' E 11'-6" F z TO REMAIN UNLESS ��n OTHERWISE NOTED 2" SMA OVERLAY �j W IN PLANS SLOPE VARIES SLOPE BC' SLOPE CD' SLOPE DE*w � -- �-- -•-- --y SLOPE EF* to f-N , .... � :� :.., -� SAWCUT ' . > PROJECT LIMITS MATCH EXISTING o O EXISTING SUBGRADE ELEVATION EXISTING CSTC EXISTING AC PAVEMENT COLD PLANE EXISTING AC NEW 10" CEMENT (TO REMAIN) of Z TO DEPTH PAVEMENT CONCRETE F INDICATED • SEE SUPERELEVATION PAVEMENT �.. C NEW 9' OR 10" (SEE PLANS FOR LOCATIONS) DETAIL CCI `..' ►' '" PTO J CEMENT CONCRETE PAVEMENT PER CORT " m _ DETAIL A-01.1 1 TYPICAL ROADWAY SECTION — EAST VALLEY ROAD WC3�4, 5 SCALE: 1/4'=1'-0" EXISTING SUBGRADE EXISTING CSTC w (TO REMAIN) (TO REMAIN) MATCH EXISTING 43rd STREET CROWN AND PROFILE ELEVATION ELEVATION (TYP.) SEE 43rd STREET PROFILE DETAIL �� PROJECT LIMITS-10" CONCRETE PAVEMENT VARIES MATCH EXISTING C3Z SCALE: 3/8"=1'-O" I-Z EXISTING CURB VARIES 0 TO FULL-WIDTH (SEE PLANS) VARIES - SEE PLANS CONCRETE/OVERLAY LIMITS 00 s°g AND GUTTER ow.) VARIES 11'-0" 5'-6' 5'-6" 11'-0" VARIES ZTO REMAIN UNLESS Li OTHERWISE NOTED LANE LOCATIONS U v IN PLANS SLOPE VARIES 2' Y SLOPE VARIES if x-.. ...�"P -e:s �'6 x.--t��€+�.s�.. ,,., �•xs xw� 'r:d��'.�.. �:���...T�I�€"`A��£°3�:`,`:`.:�`t't`.".�z^4-?•',u"'',,.,.`§'£. �a�.`+-e s�r� � �.. `�:,« >..::. .'.. ..... :..:: :..� COLD PLANE TO DEPTH INDICATED PROJECT LIMITS �) EXISTING CSTC EXISTING SUBGRADE I MATCH EXISTING EXISTING AC NEW 9' CEMENT CONCRETE ELEVATION IPAVEMENT PAVEMENT PER COR DETAIL A-01.1 2" SMA OVERLAY EXISTING AC PAVEMENT COLD PLANE ' (TO REMAIN) INDICATED DEPTH K2� TYPICAL ROADWAY SECTION — 43rd STREET c N SCALE: 1/4'-1'-0" 43rd STREET VARIES MATCH EXISTING lo, EXISTING SUBGRADE EXISTING CSTC EXISTING CROWN LOCATION MAY VARYi (TO REMAIN) (TO REMAIN) •ai EXISTING CURB CONTRACTOR SHALL FIELD LOCATE i 5 PROJECT LIMITS—SMA OVERLAY AND GUTTER (TYP.) C5 SCALE: 3/8"=1'-0" TO REMAIN UNLESS MATCH EXISTING I OTHERWISE NOTED ELEVATION (TYP.) 3" SMA IN PLANS SLOPE VARIES OVERLAY i SLOPE VARIES 1 � EXISTING CSTC EXISTING SUBGRADE I EXISTING AC COLD PLANE SAWCUT f PAVEMENT TO DEPTH 2' SMA OVERLAY 3 TYPICAL ROADWAY SECTION — 43rd STREET INDICATED COLD PLANE TO C3 SCALE: 1/4"=1'-O' NEW CEMENT DEPTH INDICATED CONCRETE 41ct STREET EXISTING SURFACING PAVEMENT EXISTING SURFACING TO REMAIN 11'-O" TO REMAIN .... ... 5'-6" MATCH EXISTING EXISTING SUBGRADE EXISTING CSTC = ELEVATION (TYP.) 2' SMA OVERLAY (TO REMAIN) (TO REMAIN) I C A,CC 5 SCALE / 1 RANSITION BETWEEN CONCRETE PAVEMENT AND SMA OVERLAY PAISTING VEMENT C EXISTING CSTC EXISTING SUBGRADE I COLD PLANE TO DEPTH i INDICATED REFER TO ORIGINAL DRAWINGS 1 ® TYPICAL ROADWAY SECTION — 41 st STREET FOR SIGNATURE AND SEAL SCALE: 1/4 1'-O" M DEMOLITION AND CONSTRUCTION NOTES v h c REHABILITATION OF EAST VALLEY ROAD DWG N0. 1Q PLANE AC PAVEMENT 2" AND CONSTRUCT NE WY SMA OVERLAY PER®' 4 AND SW 43rd STREET !t 2 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" PAVEMENT AND OVERLAY PLAN SHEET O THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND 1® ; + 3 OF 10 END OF CURB AND GIJTTETt � f p rn O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" WITCH EXISTING APPRdX Fair P—STPUL—TA-96 (268) THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND w a; ELEV. AT GLITTER Ls 23.16. N O SAWCUT ALONG LINE. — — — — LONGITUDINAL CONTRACTION OR 8 CONSTRUCTION JOINTS PER CDR f � �W Q5 CONSTRUCT NEW 4` CEMENT CONCRETE SIDEWALK PER COR FR-02. DETAIL A-01.1 AND A-01.2 ' J 1 zo io 0 20 40 so 4 O ~ N REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1. 1 SLUE IN FEET .�� SEE 4 ' a 5 Q REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND C NSTRUCT NEW CONSTANT SLOP,t DETAIL rz a f CURB RAMP O 2 NON—INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL g ?? TABLE 1 W �jj .S. Z ` X' O ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT E j O CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F-01. x ;. a Q y; RAMP N0. STATION OFFSET' COR DETAIL NO. n O REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON ��+N OF CURB AND i P� f�~ FACE OF CURB= 6-1 22+14 26'RT F-03.1 CURB RAMP mQ PER DETAIL GUTTER WITCH Q(ISTIN5..�. ��� i; FAST VALLEY ROAD / APPROX. ELEV AT i.1• f. CONSTRUCTION 6-2 20+90 1O'RT F-03.1/CURB RAMP W ® ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. GUTTER IS 22M. CONTROL LINE (LAW POINTAbF N 6-3 20+69 VRT F-03.1/CURB RAMP (9 REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT GUTTER) S i TRANSVERSE CONSTRUCTION 6-4 31+48 76'LT F-03.1/CURB RAMP ALT. CEMENT CONCRETE DRIVEWAY PATCH. OR CONTRACTION JOINTS D N If PER COR DETAIL A-01.1 REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL & % // \ AND A-01.2 (TYP.) ` SEE DETAIL ® FOR STATION dt OFFSET, REFERENCE POINT WITH NEW NON—INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL Q W/ ASPHALT AREA O zO E ® REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK j 2 3Q TRAFFIC CURB PER COR DETAIL F-02. ! / G� i ' 4 "3 ' W oa ® REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT �.. TRANSVERSE CONSTRUCTION o NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL / pia P OR CONTRACTION JOINTS Ell 9 i x8 SEE DETAIL �� � � PER CDR DETAIL A-01.1 g E ® EXISTING CURB AND GUTTER TO REMAIN. ! AND A-01.2 (TYP.) 2 >: .� 5 710 ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADITST TOP COVER" """' g TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. ; 2 8 c� 40 6.35. a ® PLANE ASPHALT PAVEMENT 3 AND CONSTRUCT NEW 3" ...... .-. SMA OVERLAY IN 2-1 1/2" UFTS PER®. �' *X <.. c.va x 4 SEE DETAIL o ® REMOVE EXISTING CATCH BASIN TYPE I. EXISTING ( ,. + PLUG CONNECTOR PIPE WITH CONCRETE. ` N 9` ONCR E P EM ( 1 5. % 11' S( 11 STA 2 75 ® REMOVE EXISTING CATCH BASIN TYPE II AND 40� 11 W REPLACE WIT CATCH BASIN TYPE II ti00 - -04 ; . 1 00 5.5 _ 3 N SEE DETAI AND COR DETAIL B-027- 5.5 2 0) R r� I 5.5' 0+84 11• Y ; r ' STA 58 R 4 4 V ES Q ' TYP �C B it ..... ,. ... x......... _...... _ r..> .............. SEA DETAILS ✓ „_ k' z .. x x?� --.�+I{ i t cf rc ®TYP. a 4 > i O 8 37 ..... ..... _ . . M ic. _ _ _..... . _ . _ ..4 __. f ty fi4 4 Y` .7 4 SEE _ - _ LONGITUDINAL CONTRACTION OR k' " TRANSVERSE CONSTRUCTION CONSTRUCTION JOINTS PER COR h DETAIL "' OR CONTRACTION JOINTS DETAIL A-01.1 AND A-01.2 + ... �• M i w PER COR DETAIL A-01.1 TRANSVERSE CONSTRUCTION AND A-01.2 (TYP.) STA 4+74 25'LT e OR CONTRACTION JOINTS PER CDR DETAIL A-0i.1 AND A-01.2. ICAL FOR <</' x�' .......... irr _. .. .. <z as .. :,...... . .ti: ALL JOINTS WITHIN 10" a � j A 4+69 'LT CEMENT CONC. PVMT.) t„\� ' FACE OF CURB= 1 << ; EAST VALLEY ROAD 4 STA 3+67 6'RT LOCK 4RAFFIC CURB CONSTRUCTION SEE DETAIL LOCI CONTROL UNE TRAFFIC CURB <� 5 ®1 _ 43rd STREET 4+00 ... ' 16.5 N BLACK TRAFFIC REFER TO ORIGINAL DRAWINGS V/+RI CURB i FOR SIGNATURE AND SEAL . ....... _..... ....._ ....... ...... ..k'....�. ...::... END 9 CONCRETE ;-� PAVEMENT 0 REHABILITATION OF EAST V DWG No. AND CONSTRU .Tinnl NOTES �� ROAD AND SW 43rd STREET C4 E 1D PLANE AC PAVEMENT 2- AND CONSTRUCT NEW 2- SMA OVERLAY PER PAVEMENT AND OVERLAY PLAN SHEET ®. 4OF10 ! c 20 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9' STPUL—TA—TA v THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND P— ®. (268) � w O SAWCUT ALONG UNE. — — — — S yrj ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW w CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F-01. ! ir REMOVE EXIUSjLNG APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON O PER DETAILe. z © REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT d C:)3 CONCRETE DRIVEWAY PATCH. LLJ I Q ® EXISTING CURB AND GUTTER TO REMAIN. t a � p. P� ® EX IN.ISTING UTILITY AND COVERS TO REMA PROTECT AND ADJUST TOP COVER TO MATCH , J FINISHED GRADE AS DIRECTED BY ENGINEER. ® SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL LLJ ® PROTECT EXISTING MONUMENT AND CASE. 20 10 0 20 40 Bo SCALE INFEET I }�0 STA 24+91 STA 25+02 I �/ TRANSVERSE CONSTRUCTION BEGIN CURB _ V D'r END CURB € VARIES z 4 MATCH EXISTING MATCH IX OR CONTRACTION tST1NG PER COR DETAIL A-01.1 JOINTS , T oollor- IE •.. AND A-01.2 (TYP.) 71 STA 24+99fe i `��•�'"""�-•4..w `•„ SEE _.... ..............._. DETAIL® _... _ .._.._.... Y_ `. _ ... "::::... ..... _ _... ...._ _.. _... ..._. . _ _..... ......... ..................VAR ES�.w .�.:. ... ••� Tit Y < � 2 mac. ..r.w O 8 N 9' CONC ET-E 2' SMA OVERLAY " SEE PA ME _ _ p DETAIL® 1 A 9 SEE STA 26+52 i END CONC. • `^� 4 DETAIL® PVMT. -1 N lY g n BEGIN SMA .i LONGITUDINAL CONTRACTION ! OR CONSTRUCTION JOINTS u _ __ ....._r.'. :: 76i p0.... x ti:. t kx . ..._..27f0U:'.:...... ... ... .. ... rx PER CDR DETAIL A-01.1 FACE OF CURB= _ ' '~ -•'- _.. AND A-01.2 CONSTRUCTION �• CONTROL UNE EXISTING FOR SURFACING SECTION TOREMAINURB SEE TYPICAL ROADWAY EXISTING CATCH SECTIONS - DWG.C2 CEMENT CONC. 4 BASIN TO 4 CATCH BASIN REMAIN CEMENT CONC. APRON. CONSTRUCT CATCH BASIN SIMILAR TO CEMENT A APRON CONC. CURB AND ... .._. ... ..... ..... ................... GUTTER ........ .................... ... REFER TO ORIGINAL DRAWINGS ............... ..... .......... ... ....................... ........_...... .. ........ . ..... ..... ........ FOR SIGNATURE AND SEAL A .. .�, ......_............................................_................ ..... ..... ..... ..... ..... .......... .......... .. . ..... ..... .... EXISTING CSTC � r-\\_] DETAIL FACE OF EXISTING CATCH C3,C 44 NTS CURB SECTION A—A BASIN TO REMAIN 0 U a c REHABILITATION OF EAST VALLEY ROAD DWG No. AND SW 43rd STREET C5 �X PAVEMENT AND OVERLAY PLAN DEMOLITION AND CONSTRUCTION NOTES 5 OF 10 E : 10 PLANE AC PAVEMENT 2' AND CONSTRUCT NEW 2' SMA OVERLAY PER®. "'A P—STPUL—TA-96 (268) Ld 02 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9' SEE DETAIL *� g THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND E >w 3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10' 0 V) O THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND Z Z ` ® SAWCUT ALONG LINE. — — — — Q r� I`. p REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW -'x 20 io 0 20 40 60 w Zn CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. ` 2 1 ` STA 31+94 77.5'LT SCALE IN Fir w p 70 REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT N® ! a �zQ NON—INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL . 'C� PVMT. En i ® EXISTING CURB AND GUTTER TO REMAIN. 55 W ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH SEE DETAILEND SMA o- M� STA 33+57 � FINISHED GRADE AS DIRECTED BY ENGINEER. ® 'r SEE DETAIL — 'a :t ; F © REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL ® ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. °'• \ : ® �' i STA 31+59 77.51T N �� '' END SEE ® PROTECT EXISTING MONUMENT AND CASE. MATCH CURB EXISTING s � � ��\' � .._ •'` DETAIL OZ ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW V rx 0 o E TRANSITION NON—INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL® t t� � �-i W ca ® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6' STA 31+40 ' '� 5 , '� ✓ ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL BEGIN CURB 1A �{NL® izp MATCH EXISTING ® PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2' SMA OVERLAY PER�. 7 '} `E t� h Y,c �'; Z•(5 z END 1 NC. z';..y ur .e' r ,.} i'A ti.. •;, BEGIN SMA a y .y, a �: �Y• t t SEE DETAIL® i r N r . t s • Y' i r' STA 3�": SEE 4 APPROX. +69 ./r .:i' r DETAIL LOCATION Off OF ASPHALT '✓ ® f CONCRETE R PATCH i a �''J "" Mp D °_ ', n,.•� ,x._ d' i. w STATE R/W E s STA 31+40 �BEGIN 10 CONIC. PVMT. :; :�` '`",.; ,J A END 9' CONC. PVMT. �'t% �:s:: s.✓ T `s s�` � '" ✓r, ""�� A..,.. END SMA i ..va ,.�..•. FACE OF CURB CONSTRUCRAN CONTROL LINE SEE DETAIL pP SEE DET ,•,„,.i r`,.�^r , NG .„yam \ ^ �,,,t- TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS �%r^K f "� r PER CDR DETAIL A-01.2 Pw LA x�iLx"' TRANSVERSE CONSTRUCTION OR CONTRACTION JOINTS STA 28+60 ,,.�•� ,,. MATCH EXISTING A H PER CDR DETAIL A-01.2 (TYP.) D SMA EXISTING SHOULDER BEGIN CONC. ENt x"�`' r STA 31+99 12.5'RT PVMT. PA .•° c ^�... BEC4N AC P EXtSTxJG EAST VALLEY RD. SEE DETAIL 4 1i 9' DN ; -^" '' TRANSVERSE CONSTRUCTION CONC. PVMT. OR CONTRACTION JOINTS STA 31+38 f FACE OF CURB= PER COR DETAIL A-01.2 (TYP.) CURB _ - CONSTRUCTION CONTROL LINEC. —wsoK .2 REFER TO ORIGINAL DRAWINGS _.. - FOR SIGNATURE AND SEAL i TURN MARKING SCHEDULE REHABILITATION OF EAST VALLEY ROAD DWG NO. CHANNELIZATION NOTES — TABLE 1 AND SW 43rd STREET C6 I THERMOPLASTIC TURN MARKING ARROWS PER TURN MARKING SCHEDULE TABLE 1. NO- TYPE STATION* CDR DETAIL CHANNEU ET ZATION PLAN 6 OF 10 B� THERMOPLASTIC STOP LINE PER CDR DETAIL HR-03 AND STOP LINE SCHEDULE TABLE 2. Al LEFT TURN ARROW 0+93•• HR-03 f THERMOPLASTIC CROSSWALK PER CDR DETAIL HR-13 AND CROSSWALK P—STPUL—TA-96 (268) �O w C4 SCHEDULE TABLE 3. LEFT TURN ARROW 2+07•• HR-03 A3 LEF7 TURN ARROW 21+80 HR-03 STOP LINE SCHEDULE QD DOUBLE YELLOW CENTERLINE PER COR DETAIL HR-01. TABLE 2 SEE SPECIAL A4 LEFT TURN ARROW 22+69 HR-03 MARKING BEGINNING END PROVISIONS QE LANE LINE PER CDR DETAIL HR-02. NO. STATION OFFSET STATION OFFSET f z > pf FOR 43rd STREET A5 LEFT TURN ARROW 23+71 HR-03 ( 0 N CHANNELIZATION Q TWO—WAY LEFT TURN LANE PER COR DETAIL HR-01. A6 B1 0+76•• 6'LT•" 0+68•• 5'RT•• THRU do LEFT TURN 21+74 HR-11 Q © APPROACH LINE PER COR DETAIL HR-02. ONLY ARROW 82 20+36 331T 21+59 21T wg M T THRU do LEFT TURN z d w `� p: EDGE OF ROAD LINE PER CDR DETAIL HR-03. A7 22+66 HR-11 63 21+38 56'LT 21+64 23'LT p PR EC7 LIMITS ONLY ARROW Zd. 3 �� l j 84 31+33 33'LT 31+35 1'LT TYPE 1 RAISED PAVEMENT MARKERS PER COR DETAIL THRU do LEFT TURN BS 31+65 78'LT 32+05 78'lT A8 23+67 HR-11 E U O O _ HR=08 AND DEfAILe. ONLY ARROW i=ZZ "" B6 32+61 61'LT 32+60 22'LT Q W A9 LEFT TURN ARROW 30+16 HR-03 ExlsnNc -+ A 1+47 CROSSWALK SCHEDULE Q 'tib., PKM�` Igo BEGIN E A10 LEFT TURN ARROW 30+78 HR-03 TABLE 3 (MEASUREMENTS TO C OF CROSSWALK) w �, `� 1• STA 21+56 A11 LEFT TURN ARROW 31+14 HR-03 CROSSyy� BEGINNING ENO D= i N0. STATION OFFSET STATION OFFSET �.\ BEGIN G Al2 RIGHT TURN ARROW 30+17 HR-03 Cl 0+72 281T 0+38 28'RT Cl A13 RIGHT TURN ARROW 30+17 HR-03 )! C4' '• � 50 25 0 5o 100 150 C2 20+31 56'LT 20+73 2'RT IOUB2 C2 + . B3 SCALE IN Fr A14 RIGHT TURN ARROW 31+15 HR-03 C3 0+24 301T 0+69 28'RT Z g ; A6 TR do RIGHT 00 E STA D+64 C3 C4 21+24 58'LT 21+69 VRT STA 21+64 A75 TUURNN ONLY ARROW 32+77 HR-03 r Z c . BEGIN A3 BEGINQD A16 THRU ARROW 32+79 HR-03 C5 21+95 15'RT 22+14 27'RT tED g€as 81 STA 1+ 7 C6 31+45 661T 31+45 3'RT U BEGIN E TA A17 LEFT TURN ARROW 32+79 HR-03 C7 31+36 70'LT 32+48 69'LT E , �" TWO—WAY LEFT C STA 0+68 I� A7D G C8 32+50 68'LT 32+51 13'RT ! BEGIN D Al "C6 �� A18 25+75 HR-10 \ TURN ARROWS A8 TWO—WAY LEFT A19 TURN ARROWS 27+75 HR-10 PROJECT LIMITS END D ; C5 A20 LEFT TURN ARROW 3+20 HR-03 TA 1+ 348' TA 1+94 28' T STA 25+00 Z 5' A4 �� `. END D ' STATION MEASARED FROM BACK OF ARROW BEGIN EBEGIN© BEGIN F PER DETAIL TRAFFIC ISLAND 1 O v STRIPING O ? •• MEASURED ALONG 43rd STREETrc PER DETAIL STA 0+77A2 , ESTA ND 31+83 79'LTA5 ,` STA 26+62 STA 31. 79'LT ENDEND E STA 31+405BEGIN�DEND E STA 32+61 BEGIN Q STA D+77STA 31+41 B6 BEGIN G \ n .,, END D t, 1 LirB 4, 2 1 STA 33+56 1 "K R 4. STA 3+25 OJECT fgsr V 11 C7 LIMITS + END G ROAO � "� C6 J STA 33+56 8 i FACE OF CURB= '`� ..29 .. s... ,. . •« Al +oo .. .. .+. ...........�...... � � END G <i STA 25+00 EAST VALLEY ROAD " — u END D CONSTRUCTION — — r +00 BEgNQF CONTROL LINE 1 13 R=54 :w I L 7. t'LT STA 33+56 STATE R/W STA 32+61 ENDIFD. Q i u itA 14 AND P ECT BEGIN G BEGIN@ m Ej STA 4+72 A ' T STA 31+ LIMITS 1 4 END E R=42' END BEGIN G END G A 2+56 STA 31+34 END BEGIN D BE 4 1'RT STA 4+64 END E BEGIN 1H END E R=12' PROJECT .2' LIMITS STA 21+56 3 TRAFFIC ISLAND STRIPING STATION PER — NTS R=45' TABLE 1 BEGIN 1 RPM TRAFFIC ISLAND LAYOUT 2 ARROW LOCATION DETAIL STA +01 REFER TO ORIGINAL DRAWINGS _ NTs _ KrS BEGIN BEGIN FOR SIGNATURE AND SEAL R=58.5' o REHABILITATION OF EAST VALLEY ROAD DWG NO. — AND SW 43rd STREET C7 SECTIONS AND DETAILS SHEET 3/8" EXPANSION JOINT PUCE O 28' O.C. 7 OF 10 O w 6 1/2" 1" RADIUS I LANDING SHALL BE P—STPUL—TA-96 (268) CONCRETE SIDEWALK 5 1 2' I /3 REBAR X 32' WITHIN CROSSWALK NEW CEMENT TOP OF CURB I £� FQ a CONCRETE 6"(EXCEPT AT PAVEMENT • v COLD JOINT a / E CURB RAMPS) 3" " Z v • a G 5 1/2" a d'14' d COLD JOINT s ' v , EO EO� STATION cn € ...... d a a CONSTRUCTION CONTROLi • a PER TABLE 1 SHEET C3 p Q 0 #3 REBAR N " EXISTING csrc d 4 CURB RAMP CONTROL POINT DETAIL m NTS (TO REMAIN) � - TRANSVERSE - :............... ......... E . - � F 's f w : ......... ; JOINTS CONSTRUCTION NEW 9" CEMENT CONCRETE PAVEMENT C3 .. ;.: EXISTING SUBGRADE - •• I TRANSITION NON-INTEGRAL CEMENT �NTS IIO (TO REMAIN) ELEVATION SECTION EXISTING \ CONCRETE BARRIER CURB PER DETAIL e 100*0, � NTS CATCH BASIN NEW 10' CEMENT LLZ NON—INTEGRAL CEMENT CONCRETE BARRIER CURB (TO REMAIN) \ c CONCRETE PAVEMENT 00 ; C33,,C5 NTS 8 R_54, 6' ASPHALT Z o SHOULDER �i C f-LL) d SAWCUT LINE 12:1—+► gE 3/8" EXPANSION JOINT 6 1/2" 1" RADIUS 6' AC CURB AND INTEGRAL R 6' AC PAVEMENT SHOULDER (TO REMAIN) 71 RAMP 5 1/2 9' CEMENT 9' CEMnENT CONC. PVMT. CONC. ✓. s. A ASPHALT Rs48" 2' CRUSHED VARIES SURFACING EXISTING RAMP - CONCRETE g TOP COURSE .. SIDEWALK EXISTING a °' G e (TO REMAIN) PEDESTRIAN'SIGNAL a' 2" CRUSHED STATE R/W SURFACING a , COLD JOINT . TOP COURSE v SAWCUT AND REMOVE [ • ' i a a.. PORTION OF EXISTING 5_ SIDEWALK AND SHOULDER CEMENT CONCRETE t✓5 NTS EXISTING ASPHALT - ' -•<"•- � � � � SIDEWALK NON-INTEGRAL CEMENT CONCRETE .� #3 REBAR mm`. i �,• EXISTING INTEGRAL CONC. BARRIER CURB Y ?� CURB AND GUTTER ASPHALT RAMP (T REMAIN) 1 ` t ...............j..'.....':............ REMAIN) 2.1 a� EXISTING CSTC • • EXISTING CSTC :.... 0 N (TO N i EXISTING 6- �t SECTION 8-B EXISTING SUBGRADE SUBGRADE — NTS .. • a ._.:. s:-�-......'ism-:..'.;I•;.:::<'::...l-�',.:..<1::.:: REMOVE PORTION OF EXISTING CONCRETE APRON ASPHALT CONCRETE NEW 9' CEMENT EXISTING SUBGRADE NEW 10" CEMENT A TO FACE OF EXISTING EXISTING CURB REMOVE PORTION OF PAVEMENT PATCH CONCRETE PAVEMENT (TO REMAIN) CONCRETE PAVEMENT CATCH BASIN (TO REMAIN) EXISTING APRON TO EXISTING C5 NTS OF EXISTING 6 TRANSITION NON—INTEGRAL CEMENT CONCRETE BARRIER CURB REMOVE CATCH BASIN 2" SMA OVERLAY TS ASPHALT CONCRETE 2 LA SMA OVERLAY r CUT (TYP) € ... .... ...._. "� ................ ................. EXISTING ASPHALT (STING CURB EXISTING AC PVMT. CONCRETE PAVEMENT :-9 ..:.......• .. -A . .. AND GUTTER A EXISTING CATCH EXISTING CATCH (TO REMAIN) (TO REMAIN) —; : € BASIN (TO REMAIN) .. s (TO REMAIN) BASIN (TO REMAIN) EXISTING CSTC :............... (TO REMAIN) EXISTING CSTC 1......: ASPHALT CONCRETE EXISTING SUBGRADE (TO REMAIN) PAVEMENT PATCH 3 REMOVE PORTION OF CONCRETE APRON PLAN EXISTING SUBGRADE (TO REMAI of Nrs A REFER TO ORIGINAL DRAWINGS 2 ASPHALT CONCRETE PATCH SECTION N) FOR SIGNATURE AND SEAL NTS $ REMOVE EXISTING DWG NO. R U o c (:B TYPE 2 48" - REMOVE AND REPLACE CURB AND GUTTER REHABILITATION OF EAST VALLEY ROAD - (SALVAGE FRAME AND GRATE-REPLACE WITH ROUND LOCKING LID). AND SW 43rd STREET C8 6 CUT EXISTING 24" CONIC. PIPES - GROUT FLUSH WITH INSIDE STA 19+93 SECTIONS AND DETAILS SHEET FACE OF CB TYPE 2. TOP OF LID ELEV. 23.81 8 OF 10 INV. E do W 24' CONC. PIPES. MATCH EXISTING INV. ELEV. OF 16.56 CURB. MATCH E)OST*IG EXISTING DRIVEWAY c IW. SW 18" CONC. PIPE MATCH EXISTING INV. ELEV. OF 17.43 ACCESS (TO REMAIN) P—STPUL—TA-96 (268) t EXISTING CB BOTTOM ELEV. 18.0. 24" CONC. O w EXISTING STRUCTURE IS SADDLED OVER 24" CONC. PIPER STORM DRAIN f STA 21+96.64 EXISTING 12' CONCRETE SET NEW CB BOTTOM AT ELEV. 15.56 �, HAN 24- (1 m^ � T BSTA 20+57EGIN NONNON-MTTEGRAL I r- I EAST VALLEY ROAD STORM PIPE / PLUGEXISTINGW/ CONCRETE .. .._ < t Z > CURB MATCH EXISTING REMOVE EXISTING 0 ~ V) EXISTING CATCH y I R=1.5 �/ / ��CATCH BASIN N BASIN. SEE NOTES Q9 24" CONC. I ` \ o v STA 21+97.86 2.54'RT ZQ AND E ® ON v;V STORM DRAIN EXISTING CATCH EAST VALLEY ROAD ET C3 Z C)3 G 18'"CQNC. i"'`. SAWCUT BASIN (TO REMAIN) 0 Z V) �� 'STORM;p O �5 / R-4p;,, EXISTING TRAFFIC STA 21+81.08, 9.87'RT N VAULT (TO REMAIN) 43 EXISTING TRAFFIC LOCATE RAMP TO AVOID m Q GJQ ;,y SIGNAL (TO REMAIN) EXISTING UTILITIES AS EAST VALLEY ROAD _ DIRECTED BY ENGINEER r R=59' LLJ Qf / 2� REMOVE EXISTING CEMENT CONC. STA 21+6.5.48, VRT R=2.5' SIDEWALK AND CONSTRUCT 4" EAST VALLEY 5 CEMENT CONC. SIDEWALK 0 0 , T , g Z � 43rd STREET L. : ..... O ;Y � J� R=15' Z o'i EXISTING TRAFFIC BOXES TO REMAIN. 2 �'1 i (TYP.) UNLESS U� �ga PROTECT AS DIRECTED BY ENGINEER. �' NOTED OTHERWISE SAWCUT EXISTING TRAFFIC 0 E EXISTING TRAFFIC VAULT TO REMAIN. PROTECT SIGNAL (TO REMAIN) AND ADJUST TO MATCH FINISH GRADE AS 71 DIRECTED BY ENGINEER. CONSTRUCT 4' CEMENT R=3.5' CONCRETE SIDEWALK EXISTING EMH R=2.5' K MATCH EXISTING CURB (TO REMAIN) o` AND SIDEWALK 0 SIDEWALK DETAIL—S.E. CORNER OF INTERSECTION ELEVATION C3 OF 43rd ST. AND EAST VALLEY ROAD STA¢ o�sss�s3F26.7s'LT IL 43rd 6.7s'Lr NTS EXISTING SIDEWALK 2 TRAFFIC ISLAND ETA 2 ALLEY 7 8.58'RT fill ? (TO REMAIN) C3 NTS EAST VALLEYRDAD STA 0+70.03 28.75TT �� : SAWCUT q 43rd STREET EXISTING CURB AND ' `•i GUTTER (TO REMAIN) ? ? NON-INTEGRAL CEMENT 11 3/8' EXPANSION JOINT NON-INTEGRAL CEMENT 3/8' EXPANSION JOINT CONC. BARRIER CURB U d S CONSTRUCT 4' CEMENT 6 1/2- CONC. BARRIER CURB 2" CLASS "B„ 6 1/2" CONC. SIDEWALK 2" CLASS "B" ASPHALT 5 1/2" 4" CEMENT CONCRETE CONSTRUCT CEMENT , ASPHALT 5 1/2' CEMENT CONCRETE SIDEWALK PAVEMENT $� CONC. BARRIER t �CURB AND GUTTER ; 6. PER COR F-01. 6' REMOVE EXISTING d' • •' • '. d. CURB AND GUTTER—�Q N '. d r d R=48.5' `, CRUSHED •e • A •' CRUSHED > SURFACING SURFACING r, TOP COURSE ' ' r TOP COURSE \ SAWCUT EXISTING CSTC .........:'.. .... .. ._. ... . .. ' ... EXISTING CSTC �• (TO REMAIN) (TO REMAIN) 1 tXIST1NG TRAFFIC VAULT ..... ....... :.; i ......... TO EMAIN. PROTECT AND I EXISTING SUBGRADE ADJU7 AS DIRECTED BY EXISTING SUBGRADE ENGINEER. SECTION B—B EXISTING CURB AND EXISTING SIDEWALK (TO REMAIN) SECTION A—A NTS GUTTER TO REMAIN NTS 3 SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION REFER TO ORIGINAL DRAWINGS C3 OF 43rd ST. AND EAST VALLEY ROAD FOR SIGNATURE AND SEAL NTS R o N0. a c REHABILITATION OF EAST VALLEY ROAD DWG —Z �' C9 6 LOOP DETECTOR SCHEDOI_F AND SW 43rd STREET S TABLE 1 SECTIONS AND DETAILS SHEET m 9OF10 O O _ MARKING NO. STATION* MARKING NO. STATION* MARKING NO. STATION* P—STPUL—TA-96 (268) f O �' Lt 20+52 -Li 9 31+08 L37 0+89 w ** Q✓ w L2 0+85** L20 31+08 L38 0+81 w •• 11' 11' L3 0+81*• L21 31+08 L39 0+91 w ** L4 0+89** L22 31+22 L40 1+01 w ** PROJECT rit L5 0+95** L23 31+22 L41 2+51 w *" LIMITS f > L4 } L6 1+05*" L24 31+22 L42 2+51 w •* 1 L7 21+47 L25 31+89 re ~ N LB L39 10' 21+65 L26 31+89 g Z b < l36 Q tL M L9 21+69 L27 31+89 PROJkCT L38 10' L10 23+45 L28 32+65L37 N L27 ^' N O 3 LIMITS-,, L11 23+38 L29 32+65 _. O z z cn \ L12 23+55 L.30 32+65 0 O \ \ - L13 25+46 L31 32+82 „ ¢ Z \\\ '"' ( L14 25+50 L32 32+82 113' ` N C Q \ \ L15 29+27 L33 32+82 m � L16 29+27 L34 2+68** F Q \ L17 29+93 L35 2+68"* E w y L18 29+93 l36 0+91 w * • STATION MEASURED FROM CENTER OF a< 7 L26 LOOP DETECTOR TO CONSTRUCTION ,� ' CONTROL LINE. , y MEASURED TO CL OF 43rd STREET 1e \ \ (w) AFTER STATION INDICATES STATION .— �! r O Q o E L IS ON SW 43rd STREET WEST OF — ! H T sg @ ....... EAST VALLEY ROAD w ~~ _... i I—LLJ �a \\. +g L a U Of O L31 E u O �l32 11 r(iTYYPP FIR )Sr Vq LE OL29 ".......... ROAD 11' OL22 83 ; . .... L8 •• :... L30L150 L17 0123 Typ L21L160OL18 6' )O O L24 . ................ ` :tea. - ............ ._.._ .....................— Hwy 7• J �, y:/ ��a ........ — 32+00 33+00 1 l I � O Nil J ` FACE OF CURB= 10 O VALLEY ROAD gib............... CONSTRUCTION !! CONTROL LINE 1p 11' .. - LOOP DETECTORS—INTERSECTION (TyP' ') C�10 "� 41 st ST. AND EAST VALLEY ROAD O a �= NTS OL13 "a 2 OL14 FACE OF CURBLEGEND EAST VALLEY ROAD a \�. „� CONSTRUCTION �\��\ Fgs,T O 6' DIA ROUND LOOP DEFECTORS CONTROL LINE EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) L34 L35 < LOOP DETECTOR NOTES: 00 r ;� L/—INDUCTION LOOP VEHICLE DETECTOR ' � PER CDR DETAIL JR33-34 AND SPECIAL �'' LOOP DETECTORS—INTERSECTION PROVISIONS. SEE LOOP DETECTOR n. 43rd ST. AND EAST VALLEY ROAD SCHEDULE TABLE 1 AND PLAN FOR LOCATION. (ANTS m-1 REFER TO ORIGINAL DRAWINGS R DUCTIOCTLOOP DETECTOR EXISTINGE FOR SIGNATURE AND SEAL J-BOXES. SFIALL o � REHABILITATION OF EAST VALLEY ROAD DWG NO. o c AND SW 43rd STREET C10 ` SECTIONS AND DETAILS SHEET 10 of 10 a o N P—STPUL—TA-96 (268) w70 ......... .........:.........:.........:.........:...... ;......... a u j 1---N SLOPE VARIES 60 O .........:......... •........;...+ ...i....6D i o v 20 10 0 20 40 60 <.: ::::::::: :::::::::':::::::::i::'O ;....�o I' ......... ......... Z ` MATCH EXISTING Q< Q r7 SCALE 6v �rELEV 2 CURB ELEV, TYP. a to 50 3 O CD N ELEV 23.00• a :: ....... ::::::: ::::::: W Q Z m � : .. ....... J Q /, / �,Ll 40 ..: : ::. ... ;::::: t50::VIr:. ....... WELEV 22.97• �n m : ' :. '::::k�5� ::: %/ �lot li SEE SUPERELEVATION30 DETAIL 23' r 20 iY. ::: ' : . . 'z ELEV 23.40• . ... : ....:....QQ f .... d 23. 10 C~j94 �go SLOPE VARIES, i� ;!s q t� ......: MATCH EXISTING :i:.......:1:.......:_: g €E CURB ELEV, TYP. j� �,. ::::::: ......: ......: ......... fit, -E ' f ✓ • T 47 4S� � ELEv 24.55 T currER + 8 + 8 8 + S + + • .` • . ,.M�:w:w. 2.4z � �. --' N 43rd STREET PROFILE B n I MATCH EXISTING ELEv.- ELEV 2.3.7yAo ELEVELEV 23.4r�• _� CONTRACTOR TO FIELD FOR FINISHED GRADE < a A 66.5 8.75TT < SURVEY PRIOR TO EIEV. SEE PLAN DETAIL DEMOLITION 1 00 :�" -I `, pp -pp ELEV 24.69 AT GUTTER =� 1IN 4.OX 4-- o+oo yM 1+i-00- — F--- R LOPE•&F`.2%; k•i{ ..\�> t < 0.5% _ ;.BkGIN: ::::?::" :.. ......:.........:.........t...... a r- ! < N SEE 43rd STREET PROFILE 3.OX �x m DETAIL .. p• ELEV 25.37 0rtarr .. 4 ........... __ ............. _.......... F ............ _ 2 ✓. : . .:........: . .. .. p a ELEV 27.25* ;... _.....:' SEE TYPICAL SECTION® €.. :. ELEV.-23:81'r 1.OX :;. STA ... �■ s:i ELEV 23.56• / ELEV 23.57+ O.OX :::::::: : ..... :.... .......1 ..... -- ELEV 24.29 ..... ....... iftt& i :.:.:.: ::::. :SLOPE: -].OX .'. f` cP. -1.OX ....... j } r ry' • EXISTING ELEVATION Fin n VERIFY SL'OPE::::::i::::::: �•-a ! REFER TO ORIGINAL DRAWINGS 2.0X :::SLOPE;>�C=.�ZS.'�4: :::::: ::::::::: :::::::: ':•........:. . . FOR SIGNATURE AND SEAL ..........:......... ' � ! EVR CONSTRUCTION :::::::::''• .. .:... .. ...... .........I........ .....::SEOpE X. th CONTROL LINE :...:.....:...':SLDOE:DE.CD r✓` -3.OX ..:............... TMIWION ....... • A• 9+�8-�I• - ......... 43rd EVR INTERSECTION FINISH GRADING DETAIL A -4.OX - 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 g STATION EAST VALLEY ROAD ft C [I:IMRSIDIRENTON.SID] Scale 1:1166.172 l f� k 4� ;a m n M IUO MrSID Viewer � 9 h z , ^ I ' IN AVA a * 5 a e r 2y „ , • a i k aR f a n k- ae a 4 y } p ,S. 3 ry t w y p 3 u p r J �p y n• r.i. n $4 w. ii 4 j T w w Y aw. l a Ys i �a «, r'k ,k Y a :. kF �, t, SIt� �� M� f { s f 4 y � y. `s I � _ r• n � e« r w r P 1 o cli o cli LEGEND `li M9/ WMH WATER MANHOLE LLJ m o •• / GAP WM 0 WATER METER Q WV 0 WATER VALVE C5 N tO o � /// O `oa FH Q FIRE HYDRANT U a w v^ GV ® GAS VALVE POW VLT POWER VAULT � y71/ � •• d 3 LV ❑ STREET LIGHT VAULT Q or�i/ '•� 0 12"CONC SD STORM DRAIN LINE Q CB CATCH BASIN SDMH STORM DRAIN MANHOLE 8 U \ V // TR�F "PVC SS SANITARY SEWER LINE _ �/ // VLT :•% `y SSMH SANITARY SEWER MANHOLE w 1 / '�� �� P - - - RIGHT OF WAY LINE CENTERLINE Z J z In N r, �` / / �: }•n�j/ / MIC ® MONUMENT IN CASE 2 j N a a a 20 10 0 20 40 60 ///TOP 22. 1 /� S SIGN Fy O // INv SE 9.57 / DROP CURB F- SCALE IN FEET / INv 19.57 w o 3 �A-1 / /� eor e.6 / TRANSITION 0.5 CURB G ' / 1'GUTTER P&lP o--,)'�POWER AND LIGHT POLE 0--- E LIGHT POLE C TYP I TRAF VLT TRAFFIC VAULT TOP 22.97 �gL /�/ �° INV N 20.17 TRAF CAB TRAFFIC CABINET INV E 20.17 INV W 20.1 SOT 18.7 z O L0. o.E � �3 CB ttP I /// .'8•/ yO� CS TYPE 1 TOP 23.32 SSMH TOP 23.40, // 4j NV W 20.70 \ H D w RIM 24.26 W y:38 // /�/f� I� BOT 20.7 4 3 r d S T F-� V"::�• O V �a IN NE 91.01 SOT 17.8 0- INV E 11.01 / U P4 c INV SE 10.36 // • / Q� C TYP I W E O INV S 9.58 // • TOP 23.46 CB TYPE I N`u W INV W 8.1 / INV NE 20.36 TOP 27.73 / j INV SW 20.30 TRAF INV E 24.83 MID / / / BOT 18.7 INV S BOT 23.289 RIM 407.77 ¢ N D • STUB w 3 - CAPPED 4j I ou oNO CB TYPE R 45" ///- �' GONG WALK z w TOP 23.98 36"GONG SD 1 wl. GONG WALK < INV E 16.48 H PWR W --------- --= RIM TRAF 0 OWM VLT W j m INV W 16.47 GONG WALK _ B CONC SS RIM 25.07 SLV X❑ -_ - INV S 16.38 / o w BOT 16.2C A S P H A L T 12 CtSNC SD W o 3 o O=}�} o WHRE LANE STRIPE �� \\ WNTE LAN RIPE N =It W> I.L WMH S K M A S P H A L T / SSMH / S? RIM•...27 7 ..•. ®WV •.....•.. ••.•.. . .• pNn W E WMH / RIM 2 P ..•....•. .....•.•.......•••...:.......••... •......• '." ....i...•....••.....•..•..•...•..•.......... 3«O r-a RIM 23.75 INV S 11.95 .....••. .. ••. '�' '2+00' Cj _ - Qp< - t+00 / INV N 11.85 ••••••1a0a, _ _ - -I - t- W 0+ g 3�Y 17 WOW 43rd ST MH III �• Q NWO mF w T RIM 24.41 T T I Q �ZwwWO" Z / INV N 13.17 / u a w U w 0 //ryC+o2 INV S 13.28 -CB TYPE =O¢> O Z"CDN6 / YPN SOLID LID "CQyC - U- Q LL DRNE�WAY� RIVEWAY 2rr�S DRIVEWAY CONC WALK 6"PVC o N o CONC WALK 7 CQ CB TYPE 11 48" CB TYPE 1 $ 5 // WTTFTRAF CB INLET CB TYPE I TOP 32.709.36"ARCH CMP INV W 29.11 TOP 28.06 BOT 28.8 18"STUB-CAPP`:D INV NV N 24.51 8' TGP into E 23.65 OII `O CpNC// INV W 23.63 a LO ill %/// . 18" SD / • CB TYPE II 48' - REMOVE AND REPLACE BOT 22.8 KT nT O PP (SALVAGE FRAME AND GRA'E-REPALCE WITH ROUND LOCKING LID) 11 U / CS TYPE I OP 23.81 // • TOP 23.57 INV E k W 24" GONG 16.56 - MATCH EXISTING CB TYPE I o MH // ~ INV SE 18.63 INV SW 18"GONG 17.43 - MATCH EXISTING TYP 1 OP 43.2 RIM 23.96 II // P o° BOT 16.7 OT 18.0 - EXISISTING STRUCTURE IS SADDLED OVER 24"CONIC TOP 38.76 v�i INV N 41.9 INV NE 13.63 // Z. ,x .'•••• ET NEW BOTTOM AT 15.56 (V LOWER THAN 24"INVERT) INV E 35.88 0_ INV W 40.97 y INV W 35.88 III BOT 39.5 m INV SE 13.74 I{�/ R CB TYPE I BOT 34.2 INV 12"SW 13.86 ,fJ INV 8"SW 14.12 /I P / DETAIL OF NEW TYPE II CB / CUT EXISTING 24"CONC DRIVEWAY CON 42"HANDRAIL GROUT FLUSH WITH SLV DRIVEWAY GRAss wM GRAB G NALK Av NEW TYPE II CB - - - 12"CONC SD - - COi Cp,' w TYPE 11 48' -' N WHITE LANE STRIPE z TOP 23.90 ,C) I�F�/) 0 .17 INV SIN 016.66 u - N ASP HALT c� BOT 17.7 = z // ry�� J r. .. ......�.. ZU QWLUTE LANE STRIDE RNEWAY UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A 42"HANDRAIL COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 4 3 r d ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT 0 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. z 0 o 0\ 0 X, o ° j` C TYP ° °° E I 0 ° P 23.32 T°°0 c S W 20.70 0° °° /` ,C��� B T 20.7 0 0 f O 0 0 ° �\ ° ° o ,�. ° °0 °0 / B TYPE // 00 0° TOP 23.46 CB/ / INV NE 2 0.36 TO ° °° 0 !NV SW 20.30 T IN\ ° o° BOT 18.7 IN\ 00° BC 0 0 O 0 0 ❑ TRF VLT PWR VLT - - - - E M H 8"CONC SS RIM 25.02 LW / O A S P H A L T WHITE LANE STRIPE P �� Q WMH / S P m RIM 27.77 II' 5 p O o o o o o o o o 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 o 0 o 0 o 0 0 0 0 o 0 o 0 0 0 0 0 0 o o o o o o o o 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 o V 0 0 0 o o o o o 0 0 0 0 0 0 o o o o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0,0 0 0 0 35 �j�5 1 +00 — ry a a r r� Y m A M Y ry a. r i .3 ti A�t ` y Y i ' ar- t L w 4 in y r � � . b d 4 , `H Y y v } " K , r� .o r• t p ti�Y o City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT N�o� Utility Systems - Fifth Floor 1055 South Grady Way Date: 01/26/00 Renton, WA 98055 TO: Douglas Mulkey FROM: Mike Dotson Phone: ( ) Phone: (425) 430-7392 Fax Phone: (253) 476-6323 Fax Phone: (425) 430-7241 ISUBJECT: Gas line location I Number of pages including cover sheet /2' 3 REMARKS: ❑ Original to ❑ Urgent ® Reply ❑ Please ❑ For your be mailed ASAP Comment review Dear Mr. Mulkey, We are installing some storm drainage improvements in the intersection of East Valley Highway and SW 43rd Street in South Renton (see attached). We have had the area located with the one-call service. They noted that there is a 16"high-pressure gas line in the area. They did not however mark any of the facilities locations on the pavement surface. To adequately design the storm drainage improvement it is obviously very important that we know where these facilities are. Could you please send us a copy of any as-built maps or plans that you have in this vicinity? Or is it possible to paint where the 16"high-pressure pipe is located in the field. If you have any questions please call me at 425-430-7392. Thank you, Mike Dotson V'CA" JLW11 LUJL 1. Ahead of the curve JAN, -27' 00 (THU) 11 : 53 MAJOR PROJECTS TEL: 253 476 6323 P. 001/002 PUGET SOUND Date: January 27'h, 2000 ENERGY Number of pages including cover sheet: #2 530 Dexter Ave.N.Seattle,WA 98109 1-888-CALL-PSE Maps&Records To: Mike Dotson From: Doug Mulkey PSE Municipal Construction Planner Phone: 253-476-6439 Phone: 425-430-7392 Fax: 253-476-6323 Fax-, 425-430-7241 Pager: 253-291-2389 CC: Fax: REMARKS: ❑ Urgent -14 For your review p Reply ASAP q Please Comment Dear Mr. Dotson, I've reviewed the information you sent on the Storm Drain Improvements on SW 43r4 ST. I hope the gas map I've faxed will be of help. Please note that the depths and locations are from the original installation and PSE cannot guarantee their current location or depth, The 16 inch High Pressure line carries all the way to Gig Harbor and carries about 300 pounds of pressure, so caution is always advised. I believe that this pipe was hit before,by a contractor, during the installation of the bridge crossing. I strongly recommend pot holing prior to any construction work in that area. 1 would like to process this project as quickly as possible. If possible I would like to meet with you at your office in Renton on February 2" at 9:30 AM to review the construction outline and your schedule. Any full size drawings would be most helpful. You may reach me at my desk at 253-476-6439 or page me at 253-291-2389. Thank you, Doug Mulkey PSE Municipal Construction Planner 1/9B U u, 298 N r+ D In BLkn OC o � I P SERV ICE__ ..A 3 :� ' `• 1 � _ 937'N , 19E0 _.� To tt:rr• ,:� ..,_. . • e� — e•S�f2� It 24` it , r , rn � 'Yd ST S I BD" ST) �00 SW .a rl i i N` 2 /4 S ST t W H 0 t C t�) _ /6'" -T T - z T a t7aJ2ost (A54 FROM 845'W to 950 W 1G" STW HP IS 18"d WIT" i r 0� l/' r-/8"/OjS rt r^ ri5 r. colr�tteTE ccvE12 to rRb6'a �g /,993 - 3a - r- 8BT't S"CSF� 'TILLS 943'W : •-'. .,-.:-.: .. -. __, .'tr �- - .. , / 4 , T RAC I NG'� '. . DA - _ .. •r._ Q ,,... Tel r � `I �� r ■a rG7 � ' r t — if a v� ea LRL MG 4 -Z2-9z S.nt, ollII93 �; ,:' ��y LEGEND WMH WATER MANHOLE 3 wm 0 WATER METER W o W p vv //// y(/ / �zc 3P WV ® WATER VALVE Qm v - � /// // �° FH Q FIRE HYDRANT o a D1 � /// O S // GV ® GAS VALVE C� O- v 00 // :�•/ yFF { POW VLT POWER VAULT / O /// LV O STREET LIGHT VAULT (� r Q `/ :;"�i pQ 7 2"GONG SD STORM GRAIN LINE CB CATCH BASIN // / // SDMH STORM DRAIN MANHOLE _ V , /// O 4 // 8"PVC SS SANITARY SEWER LINE R U C' `;d // -VLT ti` SSMH SANITARY SEWER MANHOLE / � 'd/ H RIGHT OF WAY LINE w 1 ^ V /� / - -- CENTERLINE Lj l," / MIC ® MONUMENT IN CASE J 00 10 l // DROP CURB Z J z rna N n //$ff_TYP I •..�� S SIGN g Q a a 20 10 0 20 40 60 // 70P 22. d � // INV 5E 9.57 L SCALE IN FEET // INV z 19.57 ? / / TRANSITION o ¢ /// ear e.s 0.5 CURB Q 3 1'GUTTER w /�// ���/ ����•/ 5°% P&LP O--i, POWER AND LIGHT POLE LIGHT POLE Typr I TRAF VLT TRAFFIC VAULT IMP V.97 TRAF CAB TRAFFIC CABINET tGEL /// / INV E 20.17 n INV W 20.15 •/ HOT 18.7 1� u o TIP s w/� 'c �P� /// / •YcQ / yp% T P 23.32 Y OO E u3 Typ 1 ,, , I W20.70 43rd ST F4 3 6 MH TOP 23.40 // _/nl,,: • `/ B 20.7 u RIM 24. 6 INV N 19.4a // / [f�l ^ V e L zj nw INV NE 9.01 INV W 19.38 [^ a a INV E 11.01 HOT 17.8 ` 0.4 W \c INV SE 10.36 // I 0 z INV S 9.38 // �••' / INV TOP 2 20.36 3. OP 27 73 b INV E 24.83 MH E O INV W 8.1 / / INV SW 20.30 1>?K INV E 24.83 RIM 407.77 E Q=wo / / / ,�//•.• OT 18.7 HOT 23.2 E U Z 7 N �1 3 C C m >=O CB TYPE 11 48� ///- ❑VRLTF CONIC WALK CONIC WALK n 1 j Z N w TO 9 36•CONC SD l TRAE 0 H VLTR H- _ EMH 9LV gpX OWM _- W ¢w� INV E 16.48 ---------.{ --- BCONC SS - - - W } INV w 16.47 CONC WALK / ��f wM 25.0] 12 CONIC SD = INV 5 16.38 Z�w 1:i HOT 16.2 / ASP HALT 1n _ N Rum ¢o WHITE LANE STRIPE \QC S wlirtE LANE sTRI I F Q OV / \S ��. �.� WMH LL4 o =a w> wv® WV / � P H 4 RIM 27.77 owB w¢K n A S P MALT MH / N`� • •• •••••,••••••••••••••, :••• •••,•••• ................. :.. •••,•,•.• •••••••••••:::.:.:.:•.••.,•.•••.••�•••:3 IX F- �U� t0 / RIM 23.55 ••••.••.•••.• ••. �2a00:: 00 N RIM 23.75 INV 5 t1.95 t+oo�� _ ����� -I • • -•�- - W aa¢ - - 1i00 - / - INV N 11.850+ - - �. - -•�.- - __ I Z 43rd ST ......... y/ MH 1a k III z cJO�� wWHITE LANE STRIPE //N RIM 24.41 :2 9 y U 0 INV N 13.17 A n K b /ry/[,° INV S 13.28 wUO -2_4 //� ' %� _ --- DRIVEWAY L'iS w y o 1` - - 24•C SD CONIC WALK DRIVEWAY E m ¢ CB TYPE 1 O VI O CONC WALK // TMf CB TYPE I TOP 32.70 6 INV W 29.11 TOP 28.0 HOT 28.8 INV N 23.65 11 INV E 2 . OP 23 Bt �• INV W 23.63 a L �`1.// SO INV W 16.56 BOT 22.8 INV SW 17.43 ¢ TV O / � HOT 18.0 VLT // CH TYPE I CS TYPE I TOP 23.5 TYPE I TOP 43.27 p MH It // ~ / INV SE 18.61 TOP }g,76 INV N 41.17 RIM 23.96 // Y '8/ ::• HOT 16.7 INV E 35.88 INV W 40.97 INV NE 13,63 // .Z` tt(( INV W 35.88 III HOT 39.5 INV SE 13.74 t{�/ Q / 80T 34.2 "I m INV 12�SW 13.86 INV 8"SW 14.12 // P / 42•HANDRAIL // t • CRASS yTM DRIVEWAY CONIC WALK SLV SLV DRIVEWAY / w 12-CONC SO U 5 i \ 3C = WHITE LANE STRIPE Z -� 7YP 11 4 (n 0 \Sy TOP 23.90 N INV N 20.17 P M A l T INV SW 16.66 = A S '/ J HOT 17.7 H-. •• ..•.......�,• 4.00 O / N d / Z K aT = WHITE LANE STRIPE o G U U IVEWAY 42'HANDRAIL UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 43rd ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT Y ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. //G//SQo�TGI`Jo. �ra�c>c7 �'D✓� � �1c (J/Lour Cie �t /O�ol S�, we 222 �G.r�ct WGKr'. O✓,c �� cC1--- � /��/ /.fQ��C u �(��<'�� NNN 1 In o o N N a vaa CI M CI M H CI _.,...". r� U • • C J l� ` � . ��i�-- �� 1, fi �� � 0 0 n N N LSSMH S P / P � w RIM Z � 0000000000000000000000000o00o0a0 vI N V S 11 . 95 / C J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 w = INV N 1 1 . 85 1 +00 _ 0+ _ _ - - - - - - -� - - - - L'i — _ OJ — — — — — = J Z Of W / Of 0 / j--- GAS GAS G AS S GAS GAS GAS GAS GAS GAS GAS GAS 16 High Pressure Gas Line wz Notify the Gas Company 00 3a / 1 0 ' HW If any underground work is _ - - Ux _ _ _ _ _ _ _ done within 10 of this line . E ,E / o a�i a�F - - - - - - - - - - � — - - - - DRIVEWAY CONIC WALK WALK - - - - - _ 24 COf�-cVC7 _S� - - - - - - - s� __ _ _ _ _ r - - NC 6 I ( / ON S �\ iL „ I TRAF D A CB TYPE 11 48 LEGEND V LT TRAF \/ WMH WATER MANHOLE 3 6 " ARCH C M P WM a WATER METER Z / WV ® WATER VALVE o / / CAB FH 0 FIRE HYDRANT / GV ® GAS VALVE 9 POW VLT POWER VAULT $� LV O STREET LIGHT VAULT 8 " STUB — CAPPED 12"GONG SD STORM DRAIN LINE a / CB CATCH BASIN SDMH STORM DRAIN MANHOLE 8 Tap Into 8"PVC SS SANITARY SEWER LINE SSMH SANITARY SEWER MANHOLE 0 1 8 " C O N C S D — _— RIGHT OF WAY LINE } CENTERLINE MIC ® MONUMENT IN CASE S SIGN N DROP CURB TRANSITION PP 0.5 CURB 1'GUTTER (� P&LPO 4POWER AND LIGHT POLE CB TYPE ITRAF VLT TRAFFIC VAULT FLIGHT POLE Z CITY OF RENTON TRAF CAB TRAFFIC CABINET CONTROL NETWORK 5 2.5 0 5 10 15 TOP2 3 . 5 7 VERTICAL CONTROL DATUM 3RD ORDER, 1st CLASS SCALE IN FEET NAVD 1988 INV SE 1 8. 6 3 HORIZONTAL CONTROL DATUM UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A 2ND ORDER, 1st CLASS COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT BOT 16 . 7 NAVD 1983/1991 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. 0 z M O CD �M � P Q o N LEGEND � m L 00 �0 0 0 0 0 0 0 0 0 O� SO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WMH WATER MANHOLE Q U N v J 0 0 0 0 0 0 0 0 0 0 L 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /M ❑ WATER METER WV ® WATER VALVE a v TO FH Q FIRE HYDRANT ~ 0 �F� O O GV GAS VALVE POW VLT POWER VAULT w (n _ 3 _ _ _ - - - _ LV ❑ STREET LIGHT VAULT w Q Q _ - - _ _ 12"CONC SD STORM DRAIN LINE U 1 - CB CATCH BASIN at 5 2.5 0 5 10 15 SDMH STORM DRAIN MANHOLE Lij 8"PVC SS SANITARY SEWER LINE _ _j SCALE IN FEET SSMH SANITARY SEWER MANHOLE w > LSJ M RIGHT OF WAY LINE -j CITY OF RENTON — -— CENTERLINE J rn N CONTROL NETWORK z Q z a VERTICAL CONTROL DATU MIC ® MONUMENT IN CASE Q > � 3RD ORDER, 1st CLASS S SIGN DROP CURB cf) 0 3 NAVD 1988 TRANSITION HORIZONTAL CONTROL DATUM 0.5 CURB � Ld 2ND ORDER, 1st CLASS 1'GUTTER NAVD 1983/1991 WHITE LANE &LP POWER AND LIGHT POLE O--`?SLIGHT POLE TRAF VLT TRAFFIC VAULT �O1vL a TRAF CAB TRAFFIC CABINET o ory` d o Ur r W w Z bP�?l3 �O 0 a ua ia o DRIVEWAY -E _w� DRIVEWAY 11 CONIC WALK _ _ _ _ __— _ _W PIV IZ7 y \ - cow <w" NC S�_ _ C0 C SY — _U ` \ I L— — , CB TYPE II 48 " a� " n TRAF A a �10 N VLT TRAF 0�' 36 " ARCH CMP a-00�0 w CAB }z U � uj uj mu, O Q O4 0 18 STUB — CAPPED 0 Tap into � Y 3 a 8 " CONIC SD w CB TYPE II 48 " — REMOVE AND REPLACE Q 0 } (SALVAGE FRAME AND GRATE— REPALCE WITH ROUND LOCKING LID) m TYPE I CUT EXISITING 24" CONIC — GROUT FLUSH WITH INSIDE TYPE II 23 . 57 TOP 23 . 81 SE 18 . 63 INV E 8c W 24" CONIC16 . 56 — MATCH EXISTING Z INV SW 18 " CONC 17 . 43 — MATCH EXISTING 16 . 7 >> BOT 18 . 0 — EXISISTING STRUCTURE IS SADDLED OVER 24 CONIC SET NEW BOTTOM AT 15 . 56 ( 1 ' LOWER THAN -2451 INVERT) UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT 0 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. z o •1 � �2Z� i - ., �i _ •� � -. '�Qe dry - - -f.�' � .. .`' � 200 � • o s•-may. �, i - •. - - - � F SuNS41NEt �- _ �_� _•— i . ;'fir r �� ,-. f . FD IED ' � � � - � •hr`._ _ ' - '� ,.ram � s� ' ��'1 ���.: - ^•�`-"•,%+. •Lys' ,. 3i . . ST. S 18� _ STS] .'1• :r �, _. ," ��y� I - _ y. t•• !Y `� .'-.1.._Tr:i rY�, b'f.•fM1,•�y-}��y' - 1 - ' ' 1 _ • z�[Rs,r/G 1 M - -t �6"srwH�/4S (CP) 1' ✓ (45x y(6?1EfA s. i. ..•�yr.. i_ ✓•Q ,„� r . -- .. __ '•� ...:y' YF ems...• - , �. .,_., - .j -• � i �.__ � c.o� ' N ti��°-:' .�s�°sue uu� l,'�� - •� � ' . '�• _ � , _. • _ ... -- ,-• '� LL�� �r j7 p, qp��77 j• o -,, - •�- � .- .. t'-.. __.1-�11 of CD J �i z �` .cam►= �� _ ;'; �. ter-_FT RAC 1_N G. -- _= CD -19 f2/Z'I/ a6 5.0%saa ! 0 0 n .� N Q P m SSMH P S � z Z RIM 23 . 55 wQINV S 11 . 95 00000000000000000000000000000000 a (� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LiCD INV N 1 1 . 85 1 +00 LLJ 0+ _ _ _ _ - -I - - - _ - J W _ - Q / � V) W 48 - REMOVE AND REPLACE �b SALVAG FRAME AND GRATE- REPLLCE WITH ROUND LOCKING LID) �- Asedi SITINGGA2477 CYNC - �ARSOU�LASH__1QlI�kj -"-S -D As TYPE dos GAS GAS GAS G �p 81 wz Note: , There are Gas and Fiber 0 1' 1 E & W 24" CONIC 16.56 — MATCH EXISTING °O >. to ted in this vicinity IN SW 18 CONIC 17.43 - MATCH EXISTING HW �/i� OT 18.0 - EXISISTING STRUCTURE IS SADDLED MLE -2 '_ 9 �E - E E BOTTUV---AT 15.56 1 LOWER THAN 24" INVERT �E / a� - - - - - - - - - - - - - DRIVEWAY CONICWALK DRIVEWA r QNC SQ_ 6 „ A 12 -_ _ - i°•`� / 1`/ NC SD�� -�L C B TYPE 11 48 " � TRAF T�� LEGEND Z / / TRAF >> WMH WATER MANHOLE 3 6 ARCH C M P WM ❑ WATER METER o / / CAB FH 0 FIRE HYDRANT / GV ® GAS VALVE 7 POW VLT POWER VAULT LV ❑ STREET LIGHT VAULT 8 " STUB — CAPPED 12"CONC SD STORM DRAIN LINE CB CATCH BASIN STORM MANHOLE AIN w / / �_ 8 Tap into 8"PVDCMSS SANIITARYRSEWER LINE o SSMH SANITARY SEWER MANHOLE } 1 8 ' C O N C SD - -- CENTERLINE AY LINE m MIC ® MONUMENT IN CASE S-4- SIGN N DROP CURB CITY OF RENTON TRANSITION P P VERTICAL CONTROL NETWORK 0.5 CURB CONTROL DATUM 1�GUTTER 3RD ORDER, 1st CLASS NAVD 1988 P&LP O T POWER AND LIGHT POLE C B TYPE IJORIZONTAL CONTROL DATUM O-- LIGHT POLE 2ND ORDER, 1st CLASS TRAF VLT TRAFFIC VAULT z AVID 1983/1991 TRAF CAB TRAFFIC CABINET 0 N TOP 2 3 . 5 7 5 2.5 0 5 '° 15 SCALE IN FEET FEET NV S E 18 . 63 UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA B 0 T 1 6 . 7 AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. 0 z / P y O0 €Sp o // �"���••. LEGEND N / , 1! LLLJ x Lj04 9Ty /Ty //� WMH WATER MANHOLE 00 Q WM ❑ WATER METER g ~ m v /�'• //o WV ® WATER VALVE 0 V) r1Oi oN / O ° FH Q FIRE HYDRANT U D v Ln GV ® GAS VALVE ``` tee~ :�• �F 3 POW VLT POWER VAULT LV ❑ STREET LIGHT VAULT Q Q 12"CONC SD STORM DRAIN LINE j 7 / d� y /� CB CATCH BASIN U / G • SDMH STORM DRAIN MANHOLE 8"PVC SS SANITARY SEWER LINE Of i-- V / SSMH SANITARY SEWER MANHOLE w 61 M /�/ :•�a / P - - - RIGHT OF WAY LINE CENTERLINE gZ j z m N I'l �` / �:' / MIC ® MONUMENT IN CASE > J a�a 20 10 0 20 40 60 / TOP 22. / S 4 SIGN d ry of SE 9.57 / H- d SCALE IN FEET ,/ Nv 19.57 / DROP CURB to o BOT 8.6 / TRANSITION w , �� Ll 0.5 CURB - 'GUTTER P&LPO- �POWER POLE LIGHT POLE c T22 I TRAF VLT TRAFFIC VAULT r,$L aou �p /� / / :NV .17 TRAF CAB TRAFFIC CABINET INV E 20.17 INV W 20.15 BOT 183 OMB �� � / •• fzj O g-F P� �� `-- / / / yOn C 1 s O 3a �3 TYP I / / •"8 i T P 23.31 S MH TOP 2NV N 19 I W20.7 2070 43 rd ST L z '-nM-W RIM 24.26 Iw W 19.J8 // / �jV 'gyp , V INV NE 9.01 SOT 17.8 �y�'' 1�4 W INV E t 7.01 • / o = TYP I 3 V E p INV S 9.38 TOP 23.46 CB TYPE I .5 E <w w INV W 8.1 /// / INV NE 20.36 /RAF TOP 27.73 INV Sw 20.30 T INV E 24.83 MH E U=Z / / '••/ / SOT 18.7 INV S 24.89 RIM 407.77 Ef 2 D 12"STUB BOT 23.2 rn >03 ��_ 2"CON D / CAPPED mo CUT C TYP II 48" // THE CONIC WALK ai, Z w TOP 23.9U11.48 36"CONC SO �IT CONC WALK K> INV W 16.47 ----------� _-- BCONC SS EWH SLV B x0xo a O VLT- 4 W _ Qm INV 5 16.38 CONIC WALK / - - - - - 12-C NC SD W 80T 16.2 �. / ASPHALT N 4 Nw< < o o= 1N1rtE IANE STRIPE / 110�;Sy. t WHLTE LAN STRI N" WMH II F 4 =<� n A S P H A L T / SSMH / 5p RIM 7 •���• • •• Y r KU to IM E . ................... •......•:::.......•....••...... •O p V1 N LOW TRI WMH / ......... ... ........ :O. ........ .. ..... •.... ••}a I- a RIM 23.75 IN S 11.95 ........ .• ...................... Iff �i+oo� INV N 11.85 ••••••Ia00" _ •I_ - -I • - "�'-- - w w IN 6i 1 "o J 43rd $T ......... 1 /y SMM III y a N W RIM 24.41 3IR >Z U (2 INV N 13.17 u o /rV INV S 13.28 CB TYPE II 48' CB TYPE 1 N =o�> d = 14'c9r7C soup LID], - - �'G9�c - _ < 4 DRIVEWAY _ 24"CONC SO OR AY CONC WALK ORIVEWAY�. ¢ m ¢ II \ 1fCQ.NS.�-- � = 6" PVC 6 vi cs CONIC T C 36"ARCH CMP TOP TYPE I s S IT U CS INLET CB TYPE 1 TO W 29.11 70 0 28.6 INV N 24.51 SOT z0.8 oll O2/// 8"Top into 18"STUB - CAPPED INV E 23.65 v INV W 23.63 18'CONIC SO BOT 22.8 TRAF 0 / PP VLT // / CB TYPE II 48' - REMOVE AND REPLACE a 5II // • TOP 2357 TOP 2J.B1 TYPE 1 INV SE 18.63 INV E k W 24"CONIC 16.56 - MATCH EXISTING TYPE I TOP 43.27 RIM 23.96 II /// P 8 BOT 16.7 INV SW 18"CONC 17.43 - MATCH EXISTING TOP 38.76 u�i INV N 41.17 INV NE 13.63 // ,t, ••• 80T 18.0 - EXISISTING STRUCTURE IS SADDLED OVER 24"CONC INV E 35.88 a INV W 40.97 m INV SE 13.74 f�'j Q CS TYPE I INV W 35.88 sIl BOT 39.5 INV 12'SW 13.86 BOT J4.2 "I INV 8"SW 14.12 %/I P / • 2 / - l 42"HPN RAIL SLV DRIVEWAY G'ASS WM DRIVEWAY0RA5 CONIC WICK SLV w i-2'CONC 9° - w CIS TOP 23.9011 4 N WHRE LANE STRIPE Z >� 6 / /v // INV N 20.17 /A INV SW 16.66 N z SD //� 4020 i7 �J BOT 17.7 = AS PHALT 4.00 P J - +\ 2 TRAF +`\ /\ L WHITE LANE STRIPE U CUNC WALK O \ f \ RIVEWAY UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A / 42'HANORAIL COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 4 3 rd ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA -" y LEGEND 153 W xo wo ,�// �q/ �'•/ �3� WMH WATER MANHOLE � DO a WM o WATER METER Q N o / // o� WV ® WATER VALVE (� a mc,4 / ' O FH Q FIRE HYDRANT GV ® GAS VALVE POW VLT POWER VAULT a s *y//' o� LV O STREET LIGHT VAULT Q Q N w / ,�•/ 12"CONC SD STORM DRAIN LINE / d� CB CATCH BASIN U C� // Q SDMH STORM DRAIN MANHOLE VLT •;•% 8"PVC SS SANITARY SEWER LINE P SSMH SANITARY SEWER MANHOLE HrJ // ti / - - - RIGHT OF WAY LINE z `O CENTERLINE g Q Z_ -j N v /, � I .• ;- �j MIC ® MONUMENT IN CASE a a 20 10 0 20 40 60 /TOP 22 /' 4 a > OfNV SE 9.57/,' / S v SIGN „ F-- Q SCALE IN FEET // INV S 19.57 / DROP CURB Q o 3 //, eor 8.6 / TRANSITION Ld / / •• /�P 0.5 CURB VGUTT'/// 3��/ �� ••/ y� E P&LP POWERAND LIGHT POLE TY O E LIGHT POLE c, TRAF VLT TRAFFIC VAULT GEL agt, j/ / \� / INVN 2oi7 TRAF CAB TRAFFIC CABINET INV E 20.17 INV W 20.15 BOT 18.7 _ n° V`�✓ti/7'�"t'1 a %/ /`mac, y.E �I� •� C TYP I� O p E // / : y� T P 23.32 u 7RIM24.26 TOP 23.40 /� B 20.7 4 3 r d S T INV N 19.40 ////,/ H �w Nv W 19.38 '/ / llf �O I--1 W Li d 01BOT 17.8 01 rZ .36vE O8 /, TOP 23.46 CS TYPE 1 /, / INV NE 20.36 TRAF TOP 27.73 m E <=o /, .'•/ / INV SW 20.30 i INV E 24.83 c1E F Z j HOT 18.7 INV S 24.89 RIM 407.77 c w=m 2S N D BOT 23.2 w CB TYPE II 48" // TRF 36'CONC SD CONC WALK a r, a N w TOP 23.98 ❑VLT CONC WALK w INV E 16.48 _ --- H PWR - B CONC SS RIN 25.0] SLv 90%� ww> INV W 1648 - 0- --- NR TRAF o H �T H 3 <�m CONC WALK �� W z� INV S 16.38 / 3� Z45 w W = B07 16.2 J 12 ANC SD W j N0 r AS P HALT N 4q Q 3$ C1 WHITE LANE STRIPE Y Qp =_} �� `y WHIT I Vl j w CY// 6 =cam w ASPHALT wVW ' MHJ4/ S9 N P RMH...•. II ®vv • ••~ff4 F-o y n WMH / RIM 23.55 ••••.••• . -^� .... .... ..................•.................• 0 <O< - t+00 RIM 23.75 / INV S 11.95 •.•.....` .. ••...•..•........•.....••...•....•.•• Ifll ........:Z+oO: ....: :.. - - "3 of _ - INV N 11.85 t+00• _ -I - -+ ~w Mi ~ - - I - - - p+ - - - -•�--�- - - I • w y wo Z N8� Z pwl J ..•.............••• ......... / J g woN= 43rd ST / ail U wo w y SSMH ! ,4 0 Z W W w 4v /y RIM 24.41 ' .+� t, J //4 INV N 13.17 / IT IP u wa�o ¢ U�. /ry/c.� INV S 13.28 _. "SNC- - ELI ow 4 w w -- -/- 24'C C SD DRIV:WAY CONC WALK D DRIVEWAY Y - - 6 �3 &F �� �c y � CONC WALK TYPE I CB TYPE I TOP 32.70 TOP 28.06 INV W 29.11 oll Vim///' B C\ B TYPE II 41 INV N 24.51 SOT 28.8 NV E 23.65 o- m 0 \ I ,�L// NC\ TOP 23.81 NV w 23.63 Q ZII // SO INV W 16.56 BOT 22.8 TRAF o pp INV SW 77.43 CB TYPE SOT 18.0 ' TOP TYPE CB TYPE I o y23 r RIMMH23 96 II /�/ INV SE 78.63 TOP 38.76 �7 TOP 1. P 8 SOT 16.7 '^II INV N 41.17 INV NE 13.63 // INV E 35.88 a INV W 40.97 m INV SE 13.74 , Q INV W 35.88 �J BOT 39.5 INV 12'SW 13.86 y / BOT 34.2 N INV 8?W 14.12 /,1 p / • \\ 42"HANDRAIL / WM DRIVEWAYCONC SLv DRIVEWAY GRg55 p WALK SLv ONC W 12'CONC SO - $// \�\ T SS OP 2390 48" _ �/ � u G' O LJ7 WHITE LANE STRIPE INV N .9 Z INV SW 16.66 N_ o o // JSOT 17.7 '•••... ASP HALT H. j� / / 0 3 d.00 Do - 1---- W 0 - - w 3�t / J z 4 U WHITE LANE STRIPE O ~Q U UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A RIVEWAY a2'HANDRAII COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 43rd ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT M-- ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. E M P O o ///// •• / / /o � a ` a o 04 LEGEND X Ld '// �ql / WMH WATER MANHOLE LLJ 00 Q DO WM 0 WATER METER v /// �' //a WV 0 WATER VALVE O) rtOT 0 / O // FH R FIRE HYDRANT d / �+ �••' SyF 3 VALVE POW VLT POWER VAULT LV D STREET LIGHT VAULT 12"CONC SD STORM DRAIN LINE CB CATCH BASIN 2 SDMH STORM DRAIN MANHOLE 8"PVC SS SANITARY SEWER LINE �T •% D SSMH SANITARY SEWER MANHOLE w 61 M //' •n� / P - - - RIGHT OF WAY LINE CENTERLINE z (� M /�/ ��.;•'� / / - -- J 01 LEI n MIC ® MONUMENT IN CASE Z J a a a 20 10 0 20 40 60 //'TOP 22. 1 S SIGN D_ // INV SE 9.57 < SCALE IN FEET // INV 19.57 / DROP CURB � 0 3 �A /, BDT 8.6 '• / TRANSITION < /'/ /�? 0.5 CURB /P 1'GUTTER%// +A°�/ \�r• �,j 02° P&LPOT'�POWER AND LIGHT POLE 0--'-LIGHT POLE C TYPE I TRAF VLT TRAFFIC VAULT �O$L // // / TNV N 20.117 TRAF CAB TRAFFIC CABINET / O INV E 20.17 NV W 4 20.15 SLv� •/ BOT 78.7 o« JIB �� w /// /^" ••/ �cp,. O Qo E P��'3 CB TYP %' / '„�•/ �� CB TYP I \` 3 a TOP 23.40 /� / /,/ 4� TOP 20. 43rd S '•I r� u _ SSMH INV N 19.40 / :•/// `, INV W .7 \ T Z n W RIM 24.26 INV W 19.38 BOT 20.7 V a IN NE 9.01 BOT 17.8 M1� ICI W INV E 11.01 U.✓ INV SE 10.36 /// / • ' �� / 'CB TYPE I F+4 Z tNV S 9.38 // •• / 70P 23.46 CB TYPE I 0 0 INV W 8.1 INV NE 20.36 TRAP TOP 27.73 mE aww /� / INV SW 20.30 T INV E 24.83 �E ,xZ / / B07 t8.7 INV S K;D 2'CON D ••/ 12"STUB SOT 23.2.89 MH c O �/- CAPPED RIM 407.77 ° o N CB TYPE II 48" // TRF CONC WALK aLi 2 w TOP 2 .98 36"CONC SO VLT CONC WALK Q W INV E 16.48 ___ _ __= EYH TRAF ° H �T ----- 8 CONC SS Rlu SLv BOX C7 J K IW W 16.47 -� 12 C 1�NC 50 - w T Z INV S 16.38 CONC WALK '� / _ _ - - - _ w BOT 16.2 Jam, yy A S P H A L T i� mom O \� N U WHITE LANE STRIVE / \\\Sy. t WHrtE LANE STRIPE � p WMH •••••.• • •• o =a r1 A S P H A L T wv0 ' SSMH) / SP N RIM 27.77 ll ®wv ••••••••••••..••.•.•• F- p RIPE / RIM •..•••••• ••••••••.•••••••.• ::.i•• 3 0!F- H O N N L L RIMH 23.75 INV S 11.95 p 4 ........ • .•• 2+00 - O< - - 1+0o I / INV N 11.85 •.••••t+nog .0:•....••..=1• .•..: .....•••�:..�..-.-•�•�•........ W 0. Eli N I< Q VOWO J 43rd ST •CC/CC•//...•••••..•••.•...I............ II /h/ MH / wkj UII U to w T / RIM 24.41 V a mZ Ww 2 ' '2L' INV N 13.17 =O 0:T o Z"CQN.0 / bYIV CB TYPE I SOLID LID a a< -- - 24"GONG SD DRNEWAV U U DRIVEWAY CONC WALK ORNEN_AY� m ¢ ll 1ZCQHG�-- 6" PVC a N o CONC WALK // CQ) CS TYPE 11 48" TOP 32.70 VLT36"ARCH CMP CB INLET TOP 28.06 INV BOT 28.8 11 INV N 24.51 18"STUB-CAPPED INV E 23.65 Of yll u0// tiQ' 8"Tap into NV W 23.63 LO ill ti// \ 18"CONIC SD - BOT 22.8 TRAF O /•••• PP " REMOVE AND REPLACE (SALVAGE FRAME AND GRATE-REPALCE WITH ROUND LOCKING LID) w wLT oilOP 23.81 a // TOP 23.57 INV E &W 24"CONC 16.56 - MATCH EXISTING CS TYPE 1 SSMH // ~ INV SE 18.63 NV SW 18"CONC 17.43 - MATCH EXISTING P'P I TOP 43.27 RIM 23.96 ll // P d' BOT 16.7 OT 18.0 - EXISISTING STRUCTURE IS SADDLED OVER 24"CONC TOP 38.76 u�i INV N 41.17 INV NE 13.63 // ,T �•' I E7 NEW BOTTOM AT 15.56 (1' LOWER THAN 24"INVERT) INV E 35.88 INV W 40.97 m INV SE 13.74 / R LCB TYPE I INV W 35.88 BOT 39.5 INV 12'SW 13.86 . q BOT 34.2I Nv e'sw u.1z /j P DETAIL OF NEW TYPE II CB DRNEWAY CONC 42"HANDRAIL WALK SLv 9LV DRIVEWAY GWSS GRAB 0 \��SS TOP 23.90 48 - - _ -/ \ N W1+tfE LANE STRIPE z O INV N 20.17 INV SW 16.66 -�� = A S P H A L T U •`/ \�BOT 17.7 \ r �P U vO ♦ � WHITE LANE STRIPE O / < U RNEWAV UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A 42'HANMIL COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 43rd ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. z P V � WHITE LANE STRIPE N �� Q WMH / S P RIM 27.77 II P a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . C� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IO O O O O O O O O O O O + 1 +00 2 Oil U WHITE LANE STRIPE o il N C SD '' ' 1 DRIVEWAY CONC WALK DRIVEWAY DRIVEWAY AF B r TRAF TRAF VAT CAB \QQ TYPE vle TOP 28.06 INV N 2 4.5- B�C�N CB TYPE II 48" INV E 23.6 C So TOP 23.81 INV W 23.E INV W 16.56 BOT 22.8 INV SW 17.43 CB TYPE BOT 18.0 TOP 23.57 INV SE 18.63 CB TYPE - - - - Tnp -�R 7F �JJIVII I � J ^ RI 3 V S115 i95 �� ° 00 ° 0 ° 0 ° 0 ° 00 ° ° ° ° 0 ° ° ° ° ° 0 ° ° 00 ° 00 ° 00 ° ° < 3.7 5 // 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c INV N 1 1 .85 1 +00 — 0+ — / / / SSMH / ci RIM 24.41 WHITE LANE S1 //off INV N 13. 17 INV S 13.28 ®wv / 24"CONC SD VEWAY CONC WALK DRIVEWAY S F °° °° TRAF TRA 0 o VLT CAB / ° l- o °° �Q C Y P °° 0 °° °° o ° C��C TOP 23.81 o °° SD INV W 16.56 °° o pp INV SW 17.4 3 o° o° � BOT 18.0 o ° � CB TYPE I " J� °° °° �� TOP 23.57 ° ° ° INV SE 18.63 0 °00 0 �P °° °° BOT 1 6.7 o ° \N�� / o° °° v 0 0 0 0 L vi- i ' r-vvm TRAFEH VLT W SLV BOX W OWM W 1 2'CONC SD W A S P H A L T _ IPE WMH = RIM 27.77 II (&wv I- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03 0 O I 2+00 z W II I U U JITE LANE STRIPE oz Q U N �@ r:, 12"CONC SD )RIVEWAY DRIVEWAY n7777 iv \ CB TYPE \CB TYPE I TOP 32.70 TOP 28.06 INV W 29. 11 INV N 24.51 BOT 28.8 INV E 23.65 INV W 23.63 BOT 22.8 ffr WHITE LANE STRIPE o Gv //�� SSMH / RIM 24.41 U) //Z�� INV N 1 3. 1 7 INV S 13.28 24"CONC SD // ®wv / 24"CONC SD AF r 0 / /I 1 VLAF/ °° °° CAB °° °° Q �l 00 0 0 0 8 So- o 0 O °TRAF ° VLT °° ° ° ° ° ° CB �T,Y f A °° °a TOP 23.5 7 23.96 ° ° INV SE 18.63 ° ° \ NIX 0° ° BOT 16.7NE 13.63 ° SE 13.74 ° ° \ ` ... 12"S W 13.86 / Q / °° 8"S W 1 4. 1 2 // P� °° °°° /� f'�, L d .. � r ve � \ Qo � r ' LEGEND O 0 0 0 0 0 0 0 0 0 0 0 h0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 WMH WATER MANHOLE WM ❑ WATER METER O O O O O O O O O O O O O AOT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 WV ® WATER VALVE 0 O FH 0 FIRE HYDRANT F O O GV 0 GAS VALVE Z POW VLT POWER VAULT w _ - _ _ _ - LV O STREET LIGHT VAULT _ 12"GONG SD STORM DRAIN LINE CB CATCH BASIN = SDMH STORM DRAIN MANHOLE auj 8"PVC SS SANITARY SEWER LINE r = SSMH SANITARY SEWER MANHOLE w W O — — — RIGHT OF WAY LINE -i — -— CENTERLINE �[ Q > , � f" Y f� /` / J MIC ® MONUMENT IN CASE N / G7tP t✓��t C��` ��� G^!` �iGIC� S D SIGN /7� //' y, �f� ,C// DROP CURB Of w C/a+ nr7f-G ( hc t �� /��LS �!1 �`� v�C�n`'/ �� TRANSITION 0.5 CURB 0 1'GUTTER P&LP O—1r4-POWER AND LIGHT POLE e WHITE LAN E O-LIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET ao C yo W Z os O O 30 z aw w U 0d a aE DRIVEWAY _ - - - DRIVEWAY CONC WALK NC _ 6 77 r A — 4 / N / TRAF c SD�,- CB TYPE II 4827 N VLT TRAF CAB • Tg 36 >> ARCH CMP � 5 2.5 0 5 10 15 N 18 " STUB — CAPPED o SCALE IN FEET � " Tap into o. 18 CONC SD W Q CB TYPE II 48 — REMOVE AND REPLACE 0 (SALVAGE FRAME AND GRATE— REPALCE WITH ROUND LOCKING LID) TYPE I CUT EXISITING 24" CONC — GROUT FLUSH WITH INSIDE TYPE II 23 . 57 TOP 23. 81 z SE 18 . 63 INV E 8c W 24" CONC 16. 56 — MATCH EXISTING o INV SW 18 CONC 17 . 43 — MATCH EXISTING T 16 . 7 BOT 18 . 0 — EXISISTING STRUCTURE IS SADDLED OVER 24" CONC DF I SET NEW BOTTOM AT 15 . 56 1 ' LOWER THAN 24 INVERT UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT 0 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. L " p K0 ) oo- /// // _ LEGEND x /j / v WMH WATER MANHOLE W p o 17 // y ' WM D WATER METER Qm a / oo WV 0 WATER VALVE o p // •O FH C1 FIRE HYDRANT < o \( � a GV GAS VALVE a��� �y� •/ Sys /� POW VLT POWER VAULT LV 0 STREET LIGHT VAULT Q Q ^ oAl / ::•�� o� 12"CONC SO STORM DRAIN LINE _ CB CATCH BASIN C, / / SDMH STORM DRAIN MANHOLE U C, 'v Twr 0 J' 8"PVC SS SANITARY SEWER LINE = J � /�/ �T \ / y SSMH SANITARY SEWER MANHOLE W Lj �tj1 v // ti. / P - - - RIGHT OF WAY LINE J (' m P /// CENTERLINE Z J z 01 N ^ �` / / }//�1/ / MIC ® MONUMENT IN CASE J a a a 20 10 0 20 40 60 ///TOP 22. I •/_ / S SIGN CL 0_ // INV SE 9.57 r SCALE IN FEET // INV S 19.57 / DROP CURB N o 3 �� GOT a.6 TRANSITION Q // •• /� 0.5 CURB w / VGUTTER //// ,` \:`.'�•/ 'oor� P&LP 0---)E POWER AND LIGHT POLE 0-----' LIGHT POLE C TYP I TRAF VLT TRAFFIC VAULT AGE // / // INOV N zoi7 TRAF CAB TRAFFIC CABINET L / O INV E 20.17 INV W 20.15 5Lv/o • / SOT 18.7 z q / O O 3 �`� C TYP I / •.8 CB TYP 1 H Q ISM TOP 23.40 // /n(.• G NV W 20TOP 270 \\ 4 3 r d S T �1 u _ INV N 19.40 / �V V RIM 24.26 INV W 19.38 / / O 80T 20.7 INV NE 1 1 GOT 17.8 ry INV E 11.01 .J P� INV SE 10.36 /// / • / �� / TYP I W E O INV S 9.1 // .: TOP E 20 CB 777E I .5m` KIx INV W 8.1 // / INV HE 20.36 78T TOP 24, m E INV SW 20.30 r INV E 24.83 9 Z Z / / / T 18.7 INV 24.89 RIM 407.77 K 3 2'CON 0 • / 12"STUB i I c a ,O w �/- - - CAPPED m u O N O CB TYPE II 48' // TRF CONC WALK zQ o m TOP 23.98 36'CONC SO -1 wlT CONC WALK INV E 16.48 H PYIR J¢> W 16.47 ----W W _--_ �- --- 8 CONC SS RIM 25.02 SLV gOX TRAF- INV o OWM VLT L Q O m CONC WALK - - F F INV S 16.38 / 12 CONC 50 1+7 F' z w0 GOT 16.2 \C A S P HALT N f o o=m O wNRE LANE STRIPE / \N / S WHITE LANE STRIPE !n _ wvo \� P WMH 2 7.77 =Q n A 5 P H A L T / SSMH / S p H RIM•..• II ®WV •..•..•.. .•..• . ..~ o o P a ............... p 00 m N RIM / INV S 11.95 ...............:: •....•...•••.....•..••................... .......•.... :�::••..•.••:Mg................ ••. •..•.....•••.....•..•.............- :�M� Q _ 1+00 / INV N 11.85 ••••••1t00• _ I_ • -I - t- L..1 I �=o _ _ 43rd ST E-U�wo CV /yy MH L) KF W T //V RIM 24.41 �Oww Z //02 INV N 13.17 t-w a F o w //ry INV S 13.28 _ CB TYPE I t CQC - cr w w OJ�� 4 24"CONC SD RNEWAY CONC WALK DRNEWAY�_ DRIVEWAY z Y ¢ m II 1ZCOILS` - 6" PVC yyyO g to gggO yyy CONC WALK /� C� CB TYPE 11 RAF 48" TOP TYPE I �T TRIM, 36"ARCH CM CB INLET TOP 2806 INVGOT 28.13 g / INV N 24.51 19' STUB-CAPPED INV E 23.65 o V// 8"Tap into INV W 23.63 (L L // 18'CONC SD0. GOT 22.8 ti� CR TYPE 11 48" - REMOVE AND REPLACE TRAF O /••• R (SALVAGE FRAME AND GRATE WITH ROUND LOCKING LID) LT rylI // / 1? CB TYPE I TOP 23.81 TOP 23.57 INV E do W 24"CONC 16.56 - MATCH EXISTING CB TYPE I O SSMH // ~ 24' INV SE 18.63 INV SW 19"CONC 17.43 - MATCH EXISTING TYP I TOP 43.27 RIM 23.96 II // y .T BOT 16.7 GOT 18.0 - EXISISTING STRUCTURE IS SADDLED OVER 24"CONC TOP 38.76 v�i INV N 41." INV E 35.88 INV W 40.97 INV HE 13.63 // ,2.P �� 4. ET NEW BOTTOM AT 15.56 (1' LOWER THAN 24"INVERT) III GOT 39.5 m INV SE 13.74 / Q / • CB TYPE 1 GOT 34.2 "'II INV 12' INV W 35.08 SW 13.86 INV a'SW 14.12 /j DETAIL OF NEW TYPE it CB // ( • 42'HANDRAIL CUT EXISTING 24"CONC WM DRIVEWAY CONC WgLK SLV f! D GROUT FLUSH WITH SLV DRIVEWAY cwsS cR� NEW TYP II CB - - - - 12"CONC sD - // w y \OHC CB TYP II 48' N WHITE LANE STRIPE z /2v y0 ASS TOP 23.90 0 INV N 20.17 SOT INV5 17.7 6.66 = ASPHALT H / \ \ W z q 4 /\ Q WHITE LANE STRIPE p lim VEWAY UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A 42'HANDRAIL COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA 4 3 rd ST AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT o ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. z_ o I / S n h Q N a ` ^o 1 P (�" LEGEND W xoo ( /L /� 0 0 0 0 0 0 0 0 0 110 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7 WMH WATER MANHOLE Q m /^ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WM ❑ WATER METER CC) N 2 v J c WV ® WATER VALVE a U M TO FH Q FIRE HYDRANT w FFT� OO GV 0 GAS VALVE - - _ POW VLT POWER VAULT w - - - - - -I - -- - 12"CONC�SO STORM T DRAIN LINE VAULT d - CB CATCH BASIN 5 2.5 0 5 10 15 SDMH STORM DRAIN MANHOLE w 8"PVC SS SANITARY SEWER LINE 0_ = J SCALE IN FEET SSMH SANITARY SEWER MANHOLE Ld W LtJ �7 n — — — RIGHT OF WAY LINE -j J (� CITY OF RENTON -— CENTERLINE Ooo = Q z N a CONTROL NETWORK MIC ® MONUMENT IN CASE Q ] _ a VERTICAL CONTROL DATU S SIGN 3RD ORDER, 1st CLASS DROP CURB > (% 0 3 NAVD 1988 TRANSITION HORIZONTAL CONTROL DAT M TR CURB o w 2ND ORDER, 1st CLASS N NAVD 1983/1991 &LPO--I; POWER ANDLIGHT POLE WHITELANE p—){-LIGHT POLE _ TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET l w z � z ow o DRIVEWAY �x Z CONC WALK _ vEo _w ma DRIVEWAY — 5 Jww - �I — �z� 91 =o \ _ _ - - -_ — _ - - - - _ — a 677 12 4 \ —_ _ IRLI w _� NC so, CB TYPE 11 48 " TRAFwo¢ VLT TRAF xg aw o CAB 36 " ARCH CMP N 1. O= o \_ 18 STUB - CAPPED " Tap into m 8 CONC SD ¢ CB TYPE II 48 - REMOVE AND REPLACE a (SALVAGE FRAME AND GRATE— REPALCE WITH ROUND LOCKING LID) TYPE I CUT EXISITING 24" CONC — GROUT FLUSH WITH INSIDE TYPE 11 23 . 57 TOP 23. 81 SE 18. 63 INV E 8c W 24" CONC 16. 56 — MATCH EXISTING o INV SW 1. 8 " CONC 17 . 43 — MATCH EXISTING 16 . 7 77 BOT 18. 0 — EXISISTING STRUCTURE IS SADDLED OVER 24 CONC SET NEW BOTTOM AT 15 . 56 1 ' LOWER THAN 24 INVERT UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT o ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. z vvm TRAF Q Fo r wM VLT U SLV BOX W -- 1 2'CONC SD W A S P H A L T - _ Un IPE U� WMH = RIM 27.77 II (gwv 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0+000 C 0 �10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 - _ - 3 LLJ z "'il = U U I-- JITE LANE STRIPE z Q 01 1 � N 12"CONC SD )RIVEWAY DRIVEWAY S CB TYPE \ CB TYPE I TOP 32.70 Ij TOP 28.06 INV W 29. 11 INV N 24.51 BOT 28.8 INV E 23. 65 INV W 23.63 BOT 22.8 WHITE LANE STRIPE P WMH Q N mQ RIM 27.77 II 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IO 0 0 0 0 0 00 0 0 0 2+ Oil U WHITE LANE STRIPE z 0 il N C SD DRIVEWAY CONC WALK DRIVEWAY DRIVEWAY � S AF J / B TRAF O VAT CAB \ CB TYPE TOP 28.06 \ INV N 24.5 8'CD C B T YPE 1148" INV W 23.INV E 6 NC 0 TOP 23.81 BOT 22.8 INV W 16.56 INV SW 17.43 BOT 18.0 CB TYPE TOP 23.57 INV SE 18.63 i TYPE CB TnP -�R 7F \RIM 23.55 P J � �3.75 INV S 11 .95 ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° °° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° O ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° < INV N 1 1 .85 1 +00 0+ SSMH / C-) RIM 24.41 WHITE LANE S1 INV N 1 3. 1 7 \v INV S 13.28 IV ®wv - / 24"GONG SD CONC WALK DRIVEWAY \ � DRIVEWAY AF °° °° TRAF TRAF ° ° VLT CAB / ° ° °° °°o°° 8 'C\ \ C B TYPE 11 48" ° NC \ TOP 23.81 ° ° INV W 16.56 INV SW 17.43 ° ° ° C-9 CB TYPE °°O °° TOP 23.57 ° ° P� INV SE 18.63 ° ° o° °° °° �\ BOT 16.7 °/ ° ° �\° ° ° ° ° ° 0 0 � o 00 00o \sll co / o ° 0° C TYPE I c 0 S ° 0° o �' T P 23.32 / 0° 0° IN W 20.70 \ o � \ ° o °° 0°° CB TYPE o /°° °° TOP 23.46 CB ° ° INV NE 20.36 TO °° °° INV SW 20.30 v AF IN\ ° ° ° ° BOT 18.7 IN\ ° ° BC ° 0 ° ° o ° ° ❑ TRF VLT PWR VLT _ EMH 8"CONC SS RIM 25.02 SLV WHITE LANE STRIPE N P �� Q WMH / P m RIM 27.77 II PS Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 00 0 00 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 l 0 0 0 0 0 0 0 0 35 � +oo o+ n I I / ° ° °°0° ° ° \S c °°°°oo / �O T PT23 32YPE ��0\ CB TYPE I // °°,° ��' IN W 20.70 \ SSMH TOP 23.40 // °0O0° �,�� B T 20.743 rd RIM 24.26 INV N 19.3 // / 0000 �� ^�/ INV NE 9.01 INV W 19.38 / °°0° 6, INV E 11 .01 BOT 17.8 // / 0000 INV SE 10.36 ° / CB TYPE I °8 / TOP 23.46 CB TYPE I INV W 8.1 oo INV NE 20.36 TRAF TOPE27 IN 273 °°o° INV SW 20.30 LT 4.8 3 BOT 18.7 INV S 24.89 0o0 BOT 23.2 2"CONC SD °0 ° ° ° TRF 36"GONG SD _ ❑VLT VLT CONC WALK EMH TRAF — — 8"GONG SS RIM 25.02 SLV BOX CONC WALK c\j / O C C)G'� A S P H A L T WHITE LANE STRIPE N P � `� m RIMH 27.77 SSMH ,WMH // RIM / 23.55 / °0°0°000000000000000000000000 a 0°000°o° °o00° °0000000000°00000 0000000000000000000000 RIM 23.75 INV S 11 .95 00000000000000000000000000000000000000000000000000000000000b0000000 2+0000 00000000 000 000000 0 0 0 Cc — INV N 11 .85 — — — 1+00 I / 0+ — // / cn GV � SSMH / u RIM 24.41 WHITE LANE STRIPE INV N 13.17 Oil INV S 13.28 N 12"CONC SD ®WV 24"CONC SID CONC WALK DRIVEWAY DRIVEWAY / 1 DRIVEWAY AF �G B / 0/ 0 TRAF TRAF 0000 VLT CAB CB TYPE I _ / ° 0 TOP 28.06 �� / INV N 24.51 C� �<0 WHITE LANE STRIPE � p. �� Q WMH S Q m RIM 27.77 P O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v/ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2+ SII U WHITE LANE STRIPE z 0 c� N C SD DRIVEWAY CONC WALK DRIVEWAY DRIVEWAY AF J / B TRAFO AF VLT CAB C B TYPE TOP 28.06 INV N 24.5 � INV E 23.6 8'C�� \ CB TYPE II 48" INV W 23.E SD C TOP 23.81 INV W 16.56 BOT 22.8 INV SW 17.43 BOT 1 8.0 CB TYPE I i TOP 23.57 CB TYPE INV SE 18.63 Tnp -�R 7�-, i O U Z a EAST VALLEY ROAD RECONSTRUCTION Z 0 w 43rd STREET TO 41 s t STREET CITY OF RENTON J >M PLANNING / BUILDING / PUBLIC WORKS DEPARTMENT s P - STPUL-TA- 96 ( 268) PROJECT LOCATION 00 INDEX SEE DSPECIAL UR ROUTE F— PROVISIONS # �w SHEET DESCRIPTION C1 COVER SHEET �� 38h sw391hST E C2 TYPICAL ROADWAY SECTIONS SHEET C3—05 PAVEMENT AND OVERLAY PLAN SHEETS �LSW7--S=:: 41at ST sw ,s1 ST C6 CHANNELIZATION PLAN SHEET II II oEo� o C7—C9 SECTION AND DETAIL SHEETS Sw 43rd ST Sw 43rd ST 181st 182nd 45th PL LEGEND ABBREVIATIONS WMH WATER MANHOLE AC - ASPHALT CONCRETE a �I WWI 0 WATER METER APPROX.- APPROXIMATE WV ® WATER VALVE CONC. - CONCRETE I �tsetn ST I o FH 0 FIRE HYDRANTGV 0 GAS VALVE COR - CITY OF RENTON e ' POW VLT POWER VAULT CSTC - CRUSHED SURFACING TOP COURSE LV ❑ STREET LIGHT VAULT LT - LEFT 12"GONG SD STORM DRAIN LINE NTS - NOT TO SCALE CB CATCH BASIN PVMT. - PAVEMENT SDMH STORM DRAIN MANHOLE R - RADIUS 8"PVC SS SANITARY SEWER LINE RT - RIGHT VICINITY MAP SSMH SANITARY SEWER MANHOLE RAW — RIGHT—OF—WAY — — — RIGHT OF WAY LINE SMA — STONE MASTIC ASPHALT N.T.S. — - CENTERLINE ST - STREET N MIC ® MONUMENT IN CASE STA - STATION S SIGN TYP. - TYPICAL DROP CURB TRANSITION 0.5 CURB 1'GUTTER P&LP POWER AND LIGHT POLE 0----I` LIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET EAST VALLEY ROAD RECONSTRUCTION DWG No. 04 EXISTING CROWN MAY VARY FROM ROADWAY C2 U a CONTRACTOR SHALL FIELD LOCATE FACE OF CURB= 43Fd STREET TO 41 st STREET ROAD CONSTRUCTION SHEET CONTROL LINE TYPICAL ROADWAY SECTIONS SHEET 2 OF g VARIES MATCH EXISTING I VARIES MATCH EXISTING P—STPUL—TA-96 (268) a Z a EXISTING CURB tz w AND GUTTER (TYP.) W U TO REMAIN UNLESS MATCH EXISTING N Lu OTHERWISE NOTED ELEVATION (TYP.) IN PLANS MATCH EXISTING SLOPE MATCH EXISTING SLOPE N N W a N p 0 EXISTING CSTC EXISTING SUBGRADE NEW CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 w W THICKNESS VARIES SEE SHEETS 1 TYPICAL ROADWAY SECTION c3-c5. N C3,C4,C5 SCALE: 1/4"=1'-O" M EXISTING CROWN MAY VARY FROM ROADWAY FACE OF CURB= F CONTRACTOR SHALL FIELD LOCATE CONSTRUCTION t � ROAD CONTROL LINE VARIES MATCH EXISTING I VARIES MATCH EXISTING j EXISTING CURB VARIES AND GUTTER (TYP TO REMAIN UNL .)ESS MATCH EXISTING OTHERWISE NOTED ELEVATION (TYP.) 2 SMA OVERLAY op E IN PLANS MATCH EXISTING SLOPE MATCH CH EXISTING SLOPE W -._i., EXISTING CSTC m EXISTING SUBGRADE) EXISTING ASPHALT E y� PAVEMENT NEW 9" CEMENT CONCRETE PAVEMENT PER CDR DETAIL A-01.1 2'� TYPICAL ROADWAY SECTION C3,C4,C5 SCALE: 1/4"=1'-O" SAWCUT SAWCUT PROJECT LIMITS PROJECT LIMITS MATCH EXISTING MATCH EXISTING ELEVATION fillELEVATION 2" SMA EXISTING ASPHALT PAVEMENT EXISTING ASPHALT PAVEMENT�� NEW 9" CEMENT (TO REMAIN) OVERLAY (TO REMAIN) CONCRETE PAVEMENT 2.. SMA OVERLAY EXISTING SUBGRADE EXISTING CSTC NEW CEMENT (TO EXISTING SUBGRADE EXISTING CSTC REMAIN) (TO REMAIN) CONCRETE i ` E (TO REMAIN) (TO REMAIN) PAVEMENT 17 ty 3 PROJECT LIMITS-9"— CONCRETEPAVEMENT _ 5 PROJECT LIMITS—SMA OVERLAY EXISTING SUBGRADE EXISTING CSTC C3 SCALE: 3/8"=1'-O" C5 SCALE: 3/8"=1'-O" (TO REMAIN) (TO REMAIN) SAWCUT PROJECT LIMITS MATCH EXISTING �7� TRANSITION BETWEEN CONCRETE PAVEMENT AND SMA OVERLAY ELEVATION NEW 10" CEMENT NEW 9" CEMENT EXISTING ASPHALT PAVEMENT CONCRETE PAVEMENT CONCRETE PAVEMENT C3,C4,C5 SCALE: 3/8"=1'-O" NEW 10" CEMENT (TO REMAIN) CONCRETE T I I PAVEMENT . EXISTING SUBGRADE EXISTING CSTC EXISTING SUBGRADE EXISTING CSTC (TO REMAIN) (TO REMAIN) (TO REMAIN) (TO REMAIN) 4 \ PROJECT LIMITS-10" CONCRETE PAVEMENT ( b \ TRANSITION BETWEEN 9" AND 10" CONCRETE PAVEMENT i C3,C5 SCALE: 3/8"=l'-O" C3,C5 SCALE: 3/8"=1'-O" DEMOLITION AND CONSTRUCTION NOTES " EAST VALLEY ROAD RECONSTRUCTION DWG NO. 43rd STREET TO 41 st STREET C3 10 PLANE ASPHALT PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e - 4 PAVEMENT AND OVERLAY SHEET 2 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" STA 2+41 PLAN SHEET 3 OF 9 v O THICK CEMENT CONCRETE PAVEMENT PER CDR DETAIL A-01.1 AND 1 (FULL WIDTH) AND 2 (PARTIAL WIDTH). END OF CURB AND GUTTER ��T S' y c ® ® MATCH EXISTING. APPROX P—STPUL—TA-96 (268) E O rn O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" ELEV. AT GUTTER IS 23.1 t U j O THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND . LONGITUDINAL CONTRACTION OR 1® s w CONSTRUCTION JOINTS W/#5 g Of O q SAWCUT LINE. - - - - 8 / (T } I- O TIE BARS-30" LONG ON i8" �C7 c , CR r E g N L1 CENTERS, PER COR DETAIL ` Y ZO �5 CONSTRUCT NEW 4" CEMENT CONCRETE SIDEWALK PER COR FR-02. A-07.1 AND A-01.2 J 1.1 20 10 0 20 40 60 SCALE IN FEET >O L� REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW CEMENT CONCRETE CURB RAMP PER TABLE 1. - / 1 i CURB RAMP �N Q O CONSTRUCT SLOPE TABLE 1 Q ~ Q7 REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND C NSTRUCT NEW CONSTANT SLOPE a°i a NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL. 9 �a C I w J 4s' RAMP NO. STATION* OFFSET* COR DETAIL NO. Of ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW CEMENT STA 7+51 S 6-1 1+17 55'RT F-03.1/CURB RAMP d J N CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F-01. 2 BEGIN OF CURB AND 'GUTTER MATCH EXISTING 6-2 0+08 . Z7 . / 09 REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON /CURB RAMP QS Q 38'RT F-031 I PER COR DETAIL _ APPROX. ELEV AT; ', FACE OF CURB= 6-3 0+29 29'RT F-03.1/CURB RAMP E- d --' GUTTER IS 22.84• , 'a r CONSTRUCTION ® ADJUST RIM ELEVATION TO MATCH FINISHED GRADE. (LOW POINT OF' `; J' T + ti CONTROL LINE 6-4 10+41 1 46'RT F-03.1/CURB RAMP ALT. GUTTER) 1© REMOVE DETERIORATED PORTION OF CEMENT CONCRETE DRIVEWAY AND CONSTRUCT N �N 4 * SEE DETAIL e FOR STATION & OFFSET, REFERENCE POINT CEMENT CONCRETE DRIVEWAY PATCH. �;• s 2 ® REMOVE EXISTING TRAFFIC ISLAND. CONSTRUCT NEW TRAFFIC ISLAND PER DETAIL ;' N x TRANSVERSE CONSTRUCTION WITH NEW NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1®W/ ASPHALT AREA. ° + OR CONTRACTION JOINTS i PER COR DETAIL A-01.1 Oz REMOVE EXISTING TRAFFIC CURB AND CONSTRUCT NEW TYPE C BLOCK //r T f AND A-01.2 (TYP.) Q © C B 4 - [-+ TRAFFIC CURB PER COR DETAIL F-02. r z TRANSVERSE CONSTRUCTION f W a ® REMOVE EXISTING CEMENT CONCRETE SIDEWALK AND CONSTRUCT s' ��" J OR CONTRACTION JOINTS UR'-I NEW 4" CEMENT CONCRETE SIDEWALK PER INDICATED DETAIL. g =� P� -1 PER CDR DETAIL A-01.1 g ?' SEE DETAIL AND A-01.2 (TYP.) ® EXISTING CURB AND GUTTER TO REMAIN. i' '• ,� � _ - i� q TM1- y� P ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND AD Tl7ST TOFrCDVER" - c$� TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. ' 4 ® 6.35 — ::u i o I ARIE 4 3 EW 0" EW 9" 4 D +6 ,r ON RET STA TA 2+ 5 4 x 11' 5•51 111' AVE ENT ~O sa 43rd STREET BEGI 10,, - 5 5' 1.a1 1 00 z _ -T 4 11 55 '•� �.�r I 11' I 5. 111' S 5. STA 0 58 SEGI +8P x A 0 34 - 1 BEGIN 10- BLOC TR FIC VAR! S q CONC. PVMT 1 CUR-17 ... �at•.cvrnf i' v iC Wyk 7 , 4 08.37 — ......�' `�N M',� ` /' _ 7 CATCH BASIN REPLACED J- i ?' fi 4 SEE BY OTHERS (SEE SPEC. PROVISIONS) _ LONGITUDINAL CONTRACTION OR 1 CONSTRUCTION JOINTS W/#5 DETAIL® _ - rTRANSVERSE CONSTRUCTION I 8 OR CONTRACTION JOINTS CENTERS, PER CORTIE BARS-30" G DENAILB I PER COR DETAIL A-01.1 A-Ot.t AND A-01.2 TRANS ERS NSTRUCTION AND A-01.2 (TYP.) OR CDRCTIN JOINTS PER ¢OR PETrL A-Of.l _�. _ .ram— --- ycwar fp tic war _..._-s:v.. ....-r- AND A-0 2.p(TY51CAL FOR s�vt r-^%t Drc'vi:vA rt• - �''= j ALL`JDI S }WITHIN 10" CEMENT-COPC. PVMT.) FACE OF CURB= _ r CONSTRUCTION a} O ? 5; CONTROL LINE N STA 4+ 5'RT , U z � — "0°43rd STRE T TA 4+68J2 RuT�.:._.. w LLJ ENO TYPE C %BLOCK TRAFFIC / T_ CURB VAR S _ TA 4+65 CONCRETE PAVEMENT i `,7 EAST VALLEY ROAD RECONSTRUCTION DWG NO. DEMOLITION AND CONSTRUCTION NOTES 43rd STREET TO 41st STREET C4 PAVEMENT AND OVERLAY SHEET 1O PLANE ASPHALT PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER�. PLAN SHEET 4 OF 9 9 O c OZ REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9" P-STPUL-TA-96 (268) THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND®. Ww ® SAWCUT LINE. - - - - >- (if ® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW Z N CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F-01. ry O C� g REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON ow O _ otf PER COR DETAIL _ --- N O REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT w O CONCRETE DRIVEWAY PATCH. a L ® EXISTING CURB AND GUTTER TO REMAIN. a N Z 4 p J ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH FINISHED GRADE AS DIRECTED BY ENGINEER. can © REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE PATCH PER DETAIL ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. 20 10 0 20 40 60 W ® SAWCUT AND REMOVES PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL e . SCALE IN FEET s ® PROTECT EXISTING MONUMENT AND CASE. wz off �z STA 3+91 STA 4+01 TRANSVERSE CONSTRUCTION p BEGIN CURB END CURB MATCH EXISTING MATCH EXISTING OR CONTRACTION JOINTS �rr� M VARIES '" 4 _ PER COR DETAIL A-01.1 AND A-01.2 (TYP.) • �) - - 2 T ALLY C Q ~zi::y.m IR -emu ....:: VARIES - a ` 8 S A 4+ NE 9" CONIC ETE 2" SMA OVERLAY PA EME _ m 00 _ — STA 5+49 4 Yy r 1 STA 4+00 5+- _ _ -- _------. --- 4 END CONC. e � 4 ia in — "h`;_. BEGIN SMA 25' "1 0 LONGITUDINAL CONTRACTION _ ! l11 � OR CONSTRUCTION JOINTS W/ 9 -'- ' #5 TIE BARS-30" LONG ON 18" FACE OF CURB= CENTERS. PER COR DETAIL CONSTRUCTION - - -- — •— --- -- --__ - -- -- -' A-01.1 AND A-01.2 CONTROL LINE STA 6+78 APPROX. LOCATION OF ASPHALT CONCRETE PATCH EAST VALLEY ROAD RECONSTRUCTION DWG NO. U b c 43rd STREET TO 41 st STREET C5 o PAVEMENT AND OVERLAY SHEET DEMOLITION AND CONSTRUCTION NOTES PLAN SHEET 5 of 9 P-STPUL-TA-96 (268) A 1O PLANE ASPHALT PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e � xOf w O THICK CEMENT CONCRE ETPAVVEMENTEPERVCDRNDETAI A-01-1 AND NEW 9" LLJREMOVE \\ 4 EXISTING V) Z REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10" W W THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A-01.1 AND O h ® SAWCUT LINE. - \ �{~� _ REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW \ 20 10 0 20 40 60 Z w LLI CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3. \ STA 10+93, 55'LT SCALE IN FEET L w O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW \ 1 END. SMA BEGIN J N NON-INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL e 10- CONC. PVMT. d © EXISTING CURB AND GUTTER TO REMAIN. p• \� \ 55 STA Z 110 END SMA ® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH \ FINISHED GRADE AS DIRECTED BY ENGINEER. ' REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE 4 © PATCH PER DETAIL e ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. STA 10+51, 551T U \ 4 PROTECT EXISTING MONUMENT AND CASE. END CURB y ` ® MATCH EXISTING p z E REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW \ ".- 0O ® TRANSITION NON-INTEGRAL CONCRETE BARRIER CURB PER DETAIL eSTA �� \ 4 li \ t�W a ® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6- BEGIN 0+31 CUR6 g ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL. MATCH EXISTING 4 l U a c 2 01 Z ' ONG E( OJER yl ` STA 11 7 va. 4 JE N� END 1/ NC pPM BEGIN SMA 4 213 a STA 8+62 APPROX. LOCATION OF ASPHALTSTA I r' j� APPROXt2 CO CHRETE - SMP OJERLA NO3` STATE R/W LOCATION 2 OF ASPHALT STA 10+31 a,00 CONCRETE " PATCH _ BEGIN 10 CONC. PVMT. END 9- CONC. PVM� t� END SMA /N� '5 \ 8 p PJ ESE - PER COR DETAIL A-01.2 ( ) 4 �'" TRANSVERSE CONSTRUCTION `"� OR CONTRACTION JOINT n� , N:. i 2 TRANSVERSE CONSTRUCTION a = F.. i STA 10+25 OR CONTRACTION JOINTS • I: !t ;:: v 1 ' 4 BEGIN CURB STA 10+43 35'RT PER COR DETAIL A-01.2 (TYP.) ki MATCH EXISTING END SHOULDER, MATCH STA 7+54 EXISTING SHOULDER END SMA m BEGIN CONC. <NS X STA 10+26 C PVMT. EZE PAV M v,.,- MATCH BEGIN AC v.-- Y Rp O, 00 �� ONC EAST VALLE L"' ;1 TRANSVERSE CONSTRUCTION xr' to 4 N w 0" f "l OR CONTRACTION JOINTS TA 10t31 3'RT PER COR DETAIL A-01.2 (TYP.) END CURB STA FACE OF CURB= 10+90, 35"RT I y " CONSTRUCTION BEGIN 10" CONTROL LINE CONC. PVMT. -- _ EAST VALLEY ROAD RECONSTRUCTION D C7NO- 43rd STREET TO 41 st STREET i � u U n C 3/8" EXPANSION JOINT 1" RADIUS I PLACE ® 28" O.C. SECTION AND DETAIL SHEET (1) SHEET7 of 9 EXISTING CONCRETE I 6' 13 REBAR X 32" c SIDEWALK (TO REMAIN) NEW CEMENT TOP OF CURB P—STPUL—TA-96 (268) A Z Q' I I CONCRETE PAVEMENT LANDING SHALL BE O w a ° WITHIN CROSSWALK U�il 6" ° ° ° COLD JOINT ( fQ EQ W (n(n j = Z u S 1/2" 4 --1 a J Lj ..........._..... _ Q st COLD JOINT EQ STATION AND OFFSET TO o p #3 REBARz EAST VALLEY ROAD Q W i�_ 3t1 __ �h' s SST t�� trY� Lt�p PER TABLE 1 SHEET C3 } (if EXISTING CSTC Q W F- .... zo J N - i I TO REMAIN) 4 CURB RAMP CONTROL POINT DETAIL C3 W t j - ` EXISTING SUBGRADE ! TRANSVERSE NTS (TO REMAIN) I CONSTRUCTION SECTION ELEVATION SECTION JOINTS NEW 9" CEMENT CONCRETE PAVEMENT TRANSITION NON-INTEGRAL CEMENT EXISTING CONCRETE BARRIER CURB NON-INTEGRAL CEMENT CONCRETE BARRIER CURB CATCH BASIN PER DETAIL NEW 10" CEMENT C3 5 C7 NTS (TO REMAIN) CONCRETE PAVEMENT OO EI B C R=54' 6" ASPHALT 33Tcg SHOULDER j Z 4I 8 CLIJ SAWCUT LINE ? U Of ` 12:1— 3/8" EXPANSION JOINT EXISTING INTEGRAL _ 1" RADIUS 6" AC PAVEMENT 6" U CURB AND GUTTER ! X x SHOULDER / �✓ i, RAMP I-.�6 (TO REMAIN) r ` I 9" CEMENT 9" CEMENT _. CONC. PVMT. CONC. PVMT. `�Y\\ VARIES EXISTING 6" ASPHALT CONCRETE RAMP EQ ° SIDEWALK EXISTING 4 " (TO REMAIN) PEDESTRIAN GNAL STATE R W 2" CRUSHED = ° ° 2 CRUSHED ° / SURFACING -- SURFACING a COLD JOINT _I i..' a ° 5 ASPHALT SIDEWALK AND SHOULDER C5 NTS NON-INTEGRAL CEMENT EXISTING ASPHALT d ° 1!I=': €I1- CONCRETE 3 REBAR z EXISTING INTEGRAL CONC. BARRIER CURB EXISTING CSTC �' R IT) ! CURB AND GUTTER ASPHALT RAMP 1 ) 1 _.__ ;...._._._._ (TO REMAIN) C REMAIN) 12:1 - ....-.-. E I SECTION C-G ETO TING CSTC EXISTING 6^ n _ .._..__ - EXISTING SUBGRADE SUBGRADE � a3 " e e � SECTION B-B NEW 9" CEMENT EXISTING SUBGRADE NEW 10" CEMENT REMOVE PORTION OF CONCRETE PAVEMENT TO REMAIN EXISTING CONCRETE APRON REMOVE PORTION OF ASPHALT CONCRETE ( ) CONCRETE PAVEMENT A EXISTING CURB---, URB EXISTING APRON PAVEMENT PATCH 6 TRANSITION NON-INTEGRAL CEMENT CONCRETE BARRIER CURB (TO REMAIN) NTS x` Y 2" SMA OVERLAY 2" SMA OVERLAY ' — REMOVE EXISTING ASPHALT CONCRETE SAW� 6" CUT (TYP) EXISTING ASPHALT - CONCRETE PAVEMENT - _— (TO REMAIN) - EXISTING ASPHALT l . EXISTING CURB EXISTING CATCH PVMT. T ( ( 'AND GUTTER A ASPHALT CONCRETE EXISTING CATCH ( 0 REMAIN} EXISTING CSTC I L (TO REMAIN) BASIN (TO REMAIN) BASIN (TO REMAIN) EXISTING CSTC (TO REMAIN) PAVEMENT PATCH (TO REMAIN) EXISTING SUBGRADE EXISTING SUBGRADE (TO REMAIN) 3 REMOVE PORTION OF CONCRETE APRON PLAN SECTION A-A (2"� ASPHALT CONCRETE PATCH SECTION C 4 NTS NTS EAST VALLEY ROAD RECONSTRUCTION DWG NO. 00 a c REMOVE EXISTING CEMENT CONC. 43rd STREET TO 41 st STREET C8 j ! Q SIDEWALK AND CONSTRUCT 4" STA 0+30 SECTION AND DETAIL SHEET (2) SHEET CEMENT CONC. SIDEWALK END NON-INTEGRAL EXISTING DRIVEWAY DIRECTIONS 8 OF 9 c CURB. MATCH EXISTING ACCESS (TO REMAIN) CEDED FROM p—STPUL—TA-96 (268) A Z CATCH BASIN REPLACED N BY OTHERS (SEE SPEC. 1 4 0 U Lij� PROVISIONS) I STA 98.30 28.75'RT EXISTING CATCH STA 1+00.03, 31.11'RT � TA " ' I EAST VALLEY ROAD BASIN (TO REMAIN) EAST VALLEY ROAD BEGIN NON-INTEGRAL RN (D CURB MATCH EXISTING R=1.5' W EXISTING CATCH Q~ Of BASIN. SEE NOTES 9Q Lil O AND ® ON EXISTING CATCH Q ~ SHEET C3 R=45' Q -'• SAWCUT BASIN (TO REMAIN) Z W < x EXISTING TRAFFIC STA 0+83.28, 38.62'RT N Q VAULT (TO REMAIN) EAST VALLEY ROAD Q Z7 J 6j EXISTING TRAFFIC STA 0+93.31 43.64'RT w SIGNAL TO REMAIN LOCATE RAMP TO AVOID Q EAST VALLEY ROAD ( ) EXISTING UTILITIES AS rt DIRECTED BY ENGINEER R=59' P R=13' STA 0+66.53, 28.75'RT R=2.5' EAST VALLEY ROAD 7.5 -' 5' - ZS STA 1+02.57 33.07'LT 43rd STREET W Z O 90 O g 52 1�1 R=15' (TYP.) UNLESS W a EXISTING TRAFFIC BOXES TO REMAIN. —I NOTED OTHERWISE e (�Q' PROTECT AND ADJUST AS DIRECTED 3 SAWCUT BY ENGINEER. EXISTING TRAFFIC 0 -- EXISTING TRAFFIC VAULT TO REMAIN. SIGNAL (TO REMAIN) PROTECT AND ADJUST AS DIRECTED y1 BY ENGINEER. R=3.5' CONSTRUCT 4" CEMENT CONCRETE SIDEWALK EXISTING EMH R=2.5' 1 SIDEWALK DETAIL—S.E. CORNER OF INTERSECTION (TO REMAIN) C3 OF 43rd ST. AND EAST VALLEY ROAD STA 0+66.53, 28.75'LT STA 1+00.86 28.75'LT CL EXISTING SIDEWALK 43rd STREET � 43rd STREET NTS 2 TRAFFIC ISLAND STA 0+77.56, 37.25'RT TO REMAIN NTS EAST VALLEY ROAD 1 i I ( ) STA 0+70.03 28.75'LT C3 SAWCUT 43rd STREET EXISTING CURB AND S t t I. � GUTTER (TO REMAIN) NON-INTEGRAL CEMENT 3/8" EXPANSION JOINT NON-INTEGRAL CEMENT s. CONSTRUCT 4" CEMENT 3/8" EXPANSION JOINT CONC. BARRIER CURB 2" CLASS "8" CONC. BARRIER CURB (np CONC. SIDEWALK 2" CLASS "8" 6" ASPHALT 6 CEMENT CONCRETE ASPHALT f� �1 4" CEMENT CONCRETE CONSTRUCT CEMENT PAVEMENT I SIDEWALK CONC. CURB AND GUTTER � a a 6" ° 6„ n a ° d c d n ° n nd ° � N a a 4° ° 4 R=48.5' CRUSHED •,` CRUSHED � f ° ' SURFACING 5/8" �_. � a k ' SURFACING 5/8" 21, SAWCUT ..t EXISTING CSTC EXISTING CSTC W\ J / .. (TO REMAIN) (TO REMAIN) EXISTING TRAFFIC VAULT �. TO REMAIN. PROTECT AND EXISTING SUBGRADE EXISTING SUBGRADE ADJU�f AS DIRECTED BY SECTION B—B ENGINEER. SECTION A—A EXISTING CURB AND EXISTING SIDEWALK (TO REMAIN) GUTTER TO REMAIN (3_'� SIDEWALK DETAIL—N.E. CORNER OF INTERSECTION C3 OF 43rd ST. AND EAST VALLEY ROAD NTS EAST VALLEY ROAD RECONSTRUCTION DWG NO. 43rd STREET TO 41st STREET C9 t ! LOOP DETECTOR SCHEDULE SECTION AND DETAIL SHEET (2) sHEET TABLE 1 9 OF 9 41 MARKING NO. STATION MARKING NO. STATION A � w P—STPUL—TA-96 (268) 2! a L1 0+46 L19 9+99 w L2 0+94 L20 9+99 v �� �Z��_ L4 0+89 L22 10+114 PROJECT w N � ,� � m LS 2+68 L23 10+14 LIMITS = Z n --1 PROJECT LIMITS L6 2+68 L24 10+14 R N t" i - » L7 0+50 L25 10+80 n a �w j L8 0+67 L26 10+80 I-� N . L9 0+72 L27 10+80 0 PRO4'CT -` R L10 2+47 L28 11+56 O CD LIMITSz,, L11 2+40 L29 11+56 z w z -, L12 2+58 L30 11+56 { �( , K.. " L13 4+43 L31 11+72 >. J N ai L14 4+48 L32 11+72rrl Q a '1! L15 8+20 L33 11+72 U 1 it L16 8+20 - � � w � ;♦ � - I L17 8+85 + STATION MEASURED FROM CENTER OF 6 f11 (TYP) i L18 8+85 104P DETECTOR TO OF ROAD WHERE I Y..a LOOP DETECTORS ARE LOCATED. 'x•`• - �,: �t _ L25 %7 ... - LL Z r L1 0 C 0 E Ld O L28 0 L31 A. \ i7i`iil Ok = 0 ......._. OL29 L32 L19 1Y1�,(�n .P..-)EAST VALLEY ROAD OL22 .. ............ 33 ..... L8 -----..-- ,„oo L150 L17 ........0 L23 L 0 L2 L16OL18 .........•.• ....... TY 0 L24 .• 7,14 ., • ........... �ry io l> 2e� •� s:. 112: L3 0 AJ FACE OF CURB= ■� I>li I, CONSTRUCTION i, % oT L4 CONTROL LINE LOOP DETECTORS—INTERSECTION f z "` st ST. AND EAST VALLEY ROAD I S P.) (TYP.) / -- �...\ \O• OL10 NTS 1 11 OL13°,, j I OL14 T j w I � u., FACE of CURB= LEGEND K h CONSTRUCTION i I CONTROL LINE 0 6' DIA ROUND LOOP DETECTORS 6'x24' RECTANGULAR LOOP DETECTORS �C<F� EXISTING 6'x6' SQUARE LOOP DETECTOR (TO REMAIN) I ll go L5 Ls LOOP DETECTOR NOTES: I : 0 O I i L#-INDUCTION LOOP VEHICLE DETECTOR j I PER COR DETAIL JR33-34 AND SPECIAL LOOP DETECTORS—INTERSECTIONPROVISI SCHEDUOLESTABLEEILOOP AND PLAN FTOR ORLOCATION. 43rd ST. AND EAST VALLEY ROAD NTS INDUCTION LOOP DETECTORS SHALL BE RECONNECTED AT SPLICE IN EXISTING PROJECT J-BOXES. LIMITS v r) ' ) Q- C) /// v _•• / // Fes'- m Q `� ,//' �qr .•/7�/ // Q U - pD C < r-) " /o > (n ,RAF VLTLLJ • ,�v / z J C� 00v /�/ • •i' // q J rn J Q z V) �z a 20 10 0 20 40 60 ••• / -1 //CB TYPE I r I // TOP 22. •� / f SCALEIN FEET INV SE 9.57 (n O Q H // INV S 19.57 ;•�• / CB TYPE I ~�GEj, , / •:;•/ �O / TOP 22 •• INV N 20.0.17 INV E 20.17 SLV / ; / INV W 20.15 LJf�` to 1n �/ G •• u O OY`o E �t1L'I *'" ,// / �• . • / �O C TYPE I� 3,o CB TYPE Io° G / T P 23.32 a - SSMH TOP 23.40 ,,/ / •• G°�/ e zo 0 70 4 3 r d INV N 19.40 w RIM 24.26 �ti/ a' E•d Z INV W 19.38 / • 1 0 "4 W a a INV NE 1 SOT 17.8 , :• ,Z,ry� / \c INV E 1 .01 , 0'o z INV SE 10.36 /, / / 3Q�� / CB TYPE I 5 d INV W 8.38 v ,// / •� / TOP 23.46 CB TYPE I is Q /// • / / TRAF TOP 27.73 m =0 INV NE 20.36 E w w \ CJ INV SW 20.30 T INV E 24.83 iE z� /, / ; / BOT 18.7 INV S 24.89 �I c rn w 0 2"C°NGSp ; •• / / SOT 23.2 c >OO _ �/- 0 c� Z to w OP 23.98 0 CB TYPE 11 48 TRF a to INV E 16.48 36"GONG SD 1 VLT wT CONC WALK �--------- -- 0.EMH W INV W 16.47 -� 8 CONC SS g'- Z m INV S 16.38 CONC WALK N� / RIM 25.02 SLV BOX FO ��� ti BOT 16.2 c� - NwQ Q \��, V �, / A S P H A L T ~ a0 U= WHITE LANE STRIPE `,G�,y`��/ I� g ao = w // ��sS / WHITE LANE STRIPE ` q = ''1 A 5 P H A L T ® v(v / / p N P H Y m00 co S MH RIM 27.77 PS 1 Q II of O to n V L TRIPE WMH� RIM 23.55 p f-a / INV S 11.95 t •................................... .....o ...... •.............. O Q RIM 23.75 tr .............................................. •.••...•..••••p...••..•.• • •..........:: r to - 4---- - _ - �1+00_ / INV N 11.85 1+oo II'' 2+00 ji o o N z 43rd ST ... - 77, u : Q U w I Gv /may SSMH / -L �� 1.� .8r .. `•;e vlI U_ r Z LLJO O //G RIM 24.41 f 1 WIT STRIPE li mW O=a z //02 INV N 13.17 'tih 1�h [ w Q o G INV S 13.28 \ /Y1 k t"J N w =0�r o _ "GONG �D - _ // owv / f�P - - - - - - SO a U _ Q 12 CQNC 0 w U 24_CON'C SO qy CONC WALK DRIVEWAY DRIVEWAY z a z - - - m 0� II e 0 9 vi q6 CONC WALK 3(Q`I Arc F b �c�// / ;• �.- CS TYPE I a II O TOP 28.06 24. INV N 24.51 L G// •• B'� h�B TYPE II 48" INV E 23.65 d ti// • C� TOP 23�81 INV W 23.63 Q Q ZII �// ;•' S0 INV W 18"6 SOT 22.8 Tw O / ;�: �„ Pp INV SW 17.a3 Q ulT III '/ • � CS TYPE I BOT 18.0 M 3(o• 'l, nt Eo.- 0 TOP 23.57 RMM23.96 II /'/ ` � INV SE 18. 3 c'tVL '' TYPE I INV NE 13.63o° SOT 16.7 TOP 38.76 m INV SE 13.74 I/ :•• INV E 35.88 INV 12"SW 13.86 ,{ �e / INV W 35.88 INV 8"SW 14.12 / P / •• _ t0 1)l 80T 34.2 4-$ G Ve� -� �es� M4. /CS• a1�e�S �- Co,J1/7.,� \SSMH ; S m RIN MH RIM 23.55 P o M 23.75 INV S 11 .95 000000000000000000000000000000000000000000000 ° ° 0 0 0 0 0 0 0 0 0 0 0 00 o ° o o ° o o o o 0 00 0 0 0 0 0 00 0 0 0 00 o o ° o o ° INV N 1 1 .85 1 +00 ----- 0+ �. - ---- ---+-------------------------- SSMH vRIM 24.41 *��'`' WHITE LANE STRIPE INV N 13. 17 INV S 13.28Ov ' ®WV IL n > ' -- DRIVEWAY ------------- ------------------------ ------�----------------2 4'C O N C---S�- - C O N C WALK - - - - ----------- - - -- ------- -- DRIVEWAY �col%i 1 TRAF ° ° %r TRAF °°°° VLT CAB \ ° ° 1 Q 0 0 ° 8'C;~_ CB TYPE II 48" / KA`n'� °°o°° CNC -S__ _ - TOP 2 3.81 aotz l e c.e� r►�-4. /c c i-. °Qoo 0 7 INV W 16.56 °°° INV SW 17.43 a: , ° �e BOT 18.0 Ve-,17 j 1,9, c w °°°° CB TYPE I °°o°° �,. TOP 2 3.5 7 °°°° - INV SE 1 8.6 3 f o °°°° BOT 16.7 // ° ° � N (,p� ; 0 0 / o 0 0 o 0° 0 °° ° ° ° ° ° ° 6 ff/p C TYPE I�c ° SD °° CB TYPE 1 P 23 ° W °TOP 23140 B 20.7M 9.40 ° ° RIM 24.26 INV ° rd 9 INV W 19.38 ° INV NE .01 BOT 17.8 ° °° INV E 11 .01 ° ° INV SE 10.36 / ° ° ° / tl CB TYPE I INV S 8 / °°° TOP 23.46 TYPE I INV W 81 ° ° INV NE 20.36 TRAF TOP 27.73 INV INV SW 20.30 LT E24.8 3 ° ° ° BOT 18.7 INV S 24.89 ° ° ° ° BOT 23.2 2"CONC SD °° ° ° C TRF e" T 36"CONC SD 1 ❑VLT CONC WALK - - - - AT — — — EMH TRAF— — — — — — — — — — — — — — — — CONC WALK N'� 8"CONC SS RIM 25.02 SLv BOX C� / p — \���c O�/� A S P H A L T WHITE LANE STRIPE II WMH SS RIM 27.77 � � Sw�rP s a i ,WMH // RIM / °°°°°°°°°O°°°°°°° °° °°°°° ° °°C °°°°°°°°°°°°°°°°°°°°°°°°°°° °°°°°° ° °° °° °°°°°C INV S 1 1 .95 0 °°°°°°°°°°°°°° °°°°°°°°°°°° °°°°°° ° °°°°°° °°° ° °°°°° °°°°° °° ° °° °°°°°°°°°°°°°° ° °°°° RIM 23.75 1+00 pI 2+00 INV N 1 1 .85 _ —I / — — 0+ cl — — — —}— — — I — / Gv //� SSMH / uII RIM 24.41 WHITE LANE STRIPE//v//02 INV N 13.17 po INV S 13.28 cv 12"CONC S ® D WV / 24"GONG SD DRIVEWAY CONC WALK DRIVEWAY DRIVEWAY 1 AF ( �c B °/ ° TRAF TRAF°° vLT CAB \CB JYPE I / °° TOP �28 06 1 �v 0 SSMH WHITE LANE STRIPE 0 GV RIM 24.41 / INV N 1 3. 1 7 INV S 13.28 24"CONC SD // ®wv �- 24"CONC SD / 1 AF S B ° TRAF RAF I / ° ° VAT CAB ° ° °° Q ° °° °° ° ° ° so zll ° ° TRAF O �� °° �, PP vLT I I N // P� � � °°°°°° ,`� CB TYPE �, ° / ,`�v Al J�� °°O° TOP 23.57 A // / �\ � OO o °° °° P� INV SE 18. 63 23.96 II ° ° BOT 16.7 NE 13. 63 // ° SE 1 3.7 4 / Q 0 0 .�� 12"SW 13.86 0 0° 8"SW 14. 12 //I P °° °° / ° o\Ac // �2 Meeting Notes Subject Renton—East Valley Road Reconstruction—Progress I Sheet 1 of 3 Meeting Project Number 07270-013-002 — Meeting Date November 17, 1999 I Meeting Location Renton City Hall—5`i'Floor Notes by J. German I Office Seattle Attendees City of Renton Lin Wilson Joe Armstrong James Wilhoit Bill Wressell Ron Straka HDR Engineering I Ross Fenton I Jennifer German ITopics Discussed Action/Notes Date of Next Progress Meeting: 1/7/99 ACTIONS Action by HDR: Provide a Copy of Survey plans with elevation layer turned on. Provide a Revise Preliminary Cost Estimate. Provide 90%Plans due December 10, 1999. Provide Responses to City of Renton's comments on the 50%submittal. Provide Meeting Minutes. Action by the City of Renton: Provide Vicinity Map. Provide Federal Aid Number. Provide Construction Sequencing Special Provisions and Bid Items from the Main Street Project. Provide Changes to Project Schedule Provide Changes to Project Scope(possibility of additional overlay areas on 43`d Street discussed). Provide Revised 50%Design Review Comments. Provide Unit Cost of SMA(Stone Mastic Asphalt)for Small Quantities. STATUS OF PROJECT City of Renton Design Review Comments: Traffic Island: The City of Renton decided to use a single island instead of three separate islands with street level sidewalks between the islands. The traffic island should have one standard ramp and one double non-standard ramp at the SW corner conforming to ADA. This ramp will be non-standard to avoid conflict with the signal pole. The inside radius should be checked using"Auto-turn"for WB-50 Truck. Drainage: Ron Straka stated that the replacement of the Catch Basin on the SE corner of 43`d&East Valley Road intersection labeled"Catch Basin Replaced by Others" may be included in this contract. Since this portion of the project will probably be constructed in a later phase,the Catch Basin label will remain on the drawing as is. The structure in question needs to be verified. \\SEA-300SVA\PROJECTS\Trans\07270.013\Correspondence\11-17-99minutes.doc Sheet 1 of 3 Meeting Notes fal Ron Straka asked that HDR check the rim elevations and proposed pavement elevations at utility structures to determine which rim elevations will need to be adjusted. There is a portion of gutter on plan sheet C3 labeled with note#8 that needs to be replaced for drainage purposes. Elevations or a profile of the gutter must be added to the plans to guarantee that the drainage problem with be corrected after construction. Traffic Control: Special provisions will address traffic control restrictions. The southbound traffic on East Valley Road will be shut down during the reconstruction and routed to Lind Street. The contractor must also maintain access to businesses. The contractor will be responsible for submitting the traffic control plans to be approved by the City of Renton. The contractor will use the State Manual and MUTCD to determine their traffic control plans. The City of Renton will, independent of HDR's work, have to adjust the signal timing during construction for 43`d& East Valley Road and Lind Street to accommodate the increase in traffic. We discussed the City of Renton's procedure for full and partial street closures. The City of Renton plans to have a Community Business meeting when the East Valley Road Reconstruction project goes to advertisement. Lind Ave should be marked on the vicinity map and labeled as the detour route for SB traffic. James Wilhoit will provide HDR with a digital vicinity map. Detour signing layouts will be the responsibility of the Contractor, and not included with the plans. Paving: The pavement joints at the SE corner of 4 1"Street&East Valley Road near the Catch Basin need to be revised to match the end of sidewalk. A section sketch was provided by the City for the edge of pavement. After planing existing asphalt in overlay locations, the contractor will be given the option to lay the loop detectors before overlaying with SMA vs. after overlaying. The City also mentioned using circular loop detectors. The City concluded that there is no need for subgrade replacement according to the paving report unless local pockets of unsuitable material are exposed during construction. Discussed using a 3-day mix and close the lanes for 2 days on weekends. Profile& Cross Sections: The City has been unable to locate As-Builts for East Valley Road. HDR must establish and define control elevations or grades for the construction of this project. HDR stated that the cross slopes established from the survey varied such that it is difficult to determine the cross slope and supperelevation the project was designed for. Lin Wilson stated that we could get together as a group to discuss this further if problems persist. Utilities: There was a discussion on whether to include the 12" Water Main that runs under East Valley Road on the plans. Ross stated that since we are not excavating it would not be necessary and would only clutter the plans. James Wilhoit \\SEA-300SVA\PROJECTS\Trans\07270.013\Correspondence\11-17-99minutes.doc Sheet 2 of 3 r Meeting Notes agreed and it was concluded that the Water Main be left off of the plans. The structures will still be shown for all utilities and the ones that need to be adjusted will be labeled as such. Miscellaneous: 1) The City of Renton needs to supply HDR with the Federal Aid Number for the East Valley Road Reconstruction Project. 2) Lin Wilson asked that we provide a copy of the survey plans with the elevation layer turned on. 3) Project information including sheet numbers needs to be duplicated on the plans in either the upper or lower right hand corner. HDR's choice,but the location should be consistent throughout the plan set. 4) The City of Renton will supply HDR with a sample construction staging specification from the Main Avenue Special Provisions,for use in preparing the East Valley Road project Specials. 5) The project schedule was distributed by HDR. The City will get back to HDR about any changes they would like to make to the schedule. The 90%Construction Plans Submittal is set for December 10, 1999,contract advertisement January 20, 2000,and start of construction February 22, 2000 6) Joe stated that the City will get back to HDR about the additional intersection that may be added to the contract. Lin was unaware of any such intersection. 7) The word"integral"should be removed for"integral curb and gutter"to match the intended curb and gutter from the standard plans. 8) The City requested a General Special Provision(SP)be added to cover maturity test of concrete pavement strength prior to opening the newly paved roadway to traffic. 9) The City will provide a copy of the revised 50%Design Review Comments. Bid Items: HDR was asked to revise the cost estimate. Include bid items for: Adjustment of Manholes and Catch Basins Traffic Control(Lump Sum) Mobilization Survey—Contractor Furnished Channelization Construction Contingency should be 5-10%and an appropriate design contingency should be included. The Cost of the SMA may increase since the quantity will be small. The City will verify that one of the local asphalt plants will produce the small quantity of SMA required for this project RECEIVED: Items Received by HDR: 50%Plan Submittal with City of Renton Comments. Items Received by the City of Renton: Updated Project Schedule. \\SEA-300SVA\PROJECTS\Trans\07270.013\Correspondence\11-17-99minutes.doc Sheet 3 of 3 SIGN UP SHEET Sign Up Sheet RENTON - EAST VALLEY ROAD RECONSTRUCTION PROJECT REVIEW Wednesday, November 17, 1999 at 1:00 P.M. NAME COMPANY PHONE NUMBER C , D (� 4,25 f,;v223 �-E D R, 4 2 5' 4 5 3- 1 S Z 3 �M--�-�- C ef East Valley Road 43rd Street To 41 st Street Reconstruction 90% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 12/30/99 Sheet or Para. Or Reviewer Page No. Detail Initials Comments Designer Response (if applicable) All RJS All MH and CB covers need to be adjusted to match finished grade. I will leave it up to you to verify that the estimated quantity is correct. General RJS I assume you have coordinated with the other Private Utilities(PSE,US West,TCI,Others)to see if they have any plans to install any new underground facilities in the right-of-way to avoid them installing a facility in the street after the project. 3 & 8 1,C3 RJS Since your project schedule has changed to include the work in the intersection of SW 43rd St and East Valley Road in 2000 as opposed to 2001 or 2002. The Surface Water Utility will want to include the replacement of the existing CB on the SE corner of a� A� �C, East Valley Road and SW 43'd St.as part of your construction contract.The note"Catch Basin 6X-S 11/n Replaced by Others(see Spec.Provisions) on this sheet will need to be revised to reflect that the existing P(.k_�e- CB will be replace with a new CB with type,size,rim and invert elevations shown. A detail will also be O Qvx needed showing the structure in the plan set. The special provisions will need to include an item for the t6 -14— R"7k I L Ce. replacement of the CB. The Surface Water Utility "J W c w A I, D_ will work on developing some of the design information that will be needed for the plans. Since the CB replacement will be funded by Utility funds,a Per— c separate schedule for the bid item will be needed to allow the application of sales tax and tracking of the project costs. All RJS Verify that the revised finished grades will allow proper drainage for the street. r Storm Water CIP Work Order#s 65005 COMP S&SW MGMT PLAN P&D 65241 RENTON STORM WATER MANUAL 65008 NE 5TH ST & EDMONDS 65255 MONROE AV 65009 N 40TH ST & MEADOW 65265 LK WASH/CEDAR RIVER FORUM 65015 SM DRAINAGE PROBLEMS-P&D 65270 SW43RD STREET IMPROVEMENT 65016 SM DRAINAGE PROBLEMS-ROW 65275 SR167 IMPROVEMTS 65017 SM DRAINAGE PROBLEMS-CON 65280 OLYMPIC PIPELINE CULV REP 65020 PANTHER CR WL MOS ABT PRO 65285 OAKE.SDALE TO 23RD ST CHANNEL IMPROV 65045 NE 27 AB FLD CONTRL-P&D 65290 SW 27TH CULVERT IMPROVE 65046 NE 27 AB FLD CONTRL-ROW 65295 ,GREEN RIVER ECOSYSTEM 65047 NE 27 AB FLD CONTRL-CON 65305 ENDANGERED SPECIES ACT 65055 CEDAR RIVER FLOOD CONTROL 65310 MAPLEWOOD CR BASIN STORM 65076 PANTHER CR WL AQ-ROW 65315 SUNNYDALE DWNSTRM STORM 65080 STREAM FLOW MONITOR - P&D 65325 2400BLK PARK PL N STORM 65082 STREAM FLOW MONITOR-CON 65330 N 26TH ST STORM IMPROVE 65083 STREAM FLOW MONITOR-EQUIP 65335 FOREBAY MGMT PLAN-ESGRWP 65090 LOW CEDAR RIVER BASIN PLA 65340 KENNYDALE SUB-BASIN H&H 65099 CEDAR RIVER SED MGMT SAMP 65345 SPRINGBROOK CR SEDIMENT 65119 WETLAND MITIGATION BANK 65350 MAY CREEK BASIN IMPLEMNT 65120 MAPLEWOOD CREEK SED POND 65355 RIPARIAN PING PR-ESGRWP 65121 MAPLEWOOD CK SED PND/FEMA 65360 SW 30TH-40TH CHANNEL WID 65123 MAPLEWOOD CK SED PND/FISH 65365 GYPSY B;@SIN/RIPLEY LN IMP 65125 MAY CREEK BASIN PLAN 65370 SW 34TH CULVERT IMPROVEMT 65145 NE IOTH &ANACORTES AVE. .663715- SW 23RD ST CHANNEL IMPROV 65150 SW 7TH CAPACITY PROBLEMS 65380 S RENTON STORM SYSTEM IMP 65160 LAKE WA BLVD/NE 44TH EXIT 65385 HARDIE AVE SW UNDERPASS STORM SYSTEM IMPRO Y2Budget 65185 ACOE 205 PROJECT 65390 OAKESDALE/SW 41ST CULVERT REPL. Y2Budget 65200 P-1 CHANNEL(GRADY/16)P&D 65400 STORM SYSTEM IMPRV. & REPL. PROJECTS Y2Budget 65201 P-1 CHANNEL GRADY/16 CON 65405 MISCELLANEOUS/EMERGENCY STORM PROJECTS Y28udget 65215 NE 10TH & MONROE STORM RE 65410 SURFACE WATER UTILITY GIS Y2Budget 65220 CEDAR BASIN PLAN CIP 65240 ALTERNATIVE ON-SITE SWM Page 1 h:\div.s\admin\ci!;jobcost\workord#-utildiv 8/25-�9 Operations Work Order#s 67002 COMPLAINT INVESTIGATION 67004 PUBLIC INFO &COUNTER SER 67017 SEPA DETERMINATIONS 67024 SPEC ASSESS DIST STRMUTIL 67025 LATECOMER'S AGREEMENTS 67031 GENERAL PLAN REVIEW 69002 ANNUAL OPERATING BUDGET 69021 FIVE-YR. CAP. IMPRV. PLAN 69058 UTILITY BILLING SUPPORT 69151 COOR-OTHER DEPTS. 69156 STORM ENG SUPPORT M & O 69157 STORM ENG SUPPORT TRANSPO 69205 STORMWATER/MGMT&ADMIN 69210 STORM GRANT APPLICATIONS ��a�o 23,tic 51• c1�.,,,,� Page 2 h:\div.s\admin\cil\jobcost\workord#-utildiv 8/26/99 RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT TRANSPORTATION SYSTEMS DIVISION DESIGN REVIEW Project: East Valley Road Reconstruction Review Type: 90% Design 43rd Street To 41" Street Project Manager: James P. Wilhoit Phone #(425)430-7319 To: (T l E 5 Attn: Lys K KAIS,(3 y Date: l Z 17 Iq ct Transportation Design Community Services Transportation Operations Fire Transportation Planning Police Storm Water Utility — 1Qo^) S -TA4VA SPU Waste Water Utility — D,4 vi5 C 9ISTEn/S6'U Metro t Water Utility — A C3 D o U L r-doA WNG Street Maintenance PSE Utility Maintenance U.S. West Construction Inspection TCI Cable Development Planning WSDOT Plan Review Boeing Planning and Technical Services Drainage District(DBM) PLEASE REVIEW AND RETURN THIS FORM WITH YOUR COMMENTS TO PROJECT MANAGER BY: January 3,2000 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: S E� lQ�5Po,) S 7u Z Pa /6-n/ /ZE t/i&L�J 6-6/A me/y7S .9Tr-1CNC l„f1,4k C--tiIMEAT SNCeT (roc A4,4/L,!5-p 1-0 .2c- 16LJ6Rs' 1"31- , I 2t,-)RA17 e-A L- I 7;(VOLJ-r) a c% 14t0t-&J /1I66r�,.JU MiA )J--/-CS -7'(,9-C"c ,� h:...\Project\evally\Review50 J�� East Valley Road 43rd Street To 41 st Street Reconstruction 50% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 12/17/99 Sheet or Para. Or Reviewer Page No. Detail Initials Comments Designer Response (if applicable) All RJS Field verify that all utility structures are accurately shown on the plans All RJS Existing utility structures in street will (may) need to Added construction notes 10 and 16. be adjusted to match final street grade as part of the project construction. C8 RJS CB to be replaced by others shown on C8 - We may N/A. From COR Project Manager. As discussed at delay the replacement of the CB to have it done as I I/17/99 Review meeting, leave design as is for the time part of this proposed project in 2001. I will check being. May be changed by addendum later. with Maintenance to see if we can wait until then. If the structure is replaced prior to this project going to construction,then the call out on the plan will not be needed. General RJS Verify that the final project design will ensure proper Completed. street drainage. General RJS Coordination with other private(Franchise)utilities N/A. City of Renton to resolve. should be done to ensure that any facility replacement or improvement work that they may need in the right- of-way is done prior or in coordination with the proposed project. East Valley Road 43rd Street To 41 st Street Reconstruction 90% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 12/17/99 Sheet or Para. Or Reviewer Page No. Detail Initials Comments Designer Response (if applicable) East Valley Road 43rd Street To 41 st Street Reconstruction 90% Design Review Project Manager: _James P. Wilhoit Phone# (425) 430-7319 12/17/99 Sheet or Para. Or Reviewer Page No. Detail Initials Comments Designer Response (if applicable) INTRODUCTION TO THE SPECIAL PROVISIONS The following Special Provisions shall be used in conjunction with the Standard Specifications for Road, Bridge and Municipal Construction, 1996 English edition, as amended, as issued by the Washington State Department of Transportation and American Public Works Association, Washington State Chapter (hereafter "Standard Specifications"), and with the City of Renton Supplemental Specifications for the 1996 Standard Specifications contained in these Contract Provisions,all of which together are hereinafter referred to as the"Renton Standards". The Renton Standards,except as they may be modified or superseded by these Special Provisions, shall govern all phases of work under this contract, and they are by reference made an integral part of these Special Provisions as if herein fully set forth. WSDOT Amendments are changes to the Standard Specifications published on a quarterly basis by WSDOT. Only the Amendments made part of this document shall be considered a part of the "Renton Standards." DESCRIPTION OF WORK This contract provides for the reconstruction of East Valley Road between 4l'and 43`d Street and portions of 41" Street and 43`d Street in the City of Renton,King County. This project consists of paving and overlaying existing roadway including but not limited to removing asphalt concrete pavement,planing bituminous pavement,cement concrete paving, SMA(stone mastic asphalt) overlay, installing induction loop vehicle detectors,and pavement markings. East Valley Road 1 December 10, 1999 DIVISION 1 GENERAL REQUIREMENTS 1-07 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1-07.23(1) Construction Under Traffic Add the following: Unless otherwise directed or approved by the Engineer,work within the traveled way of any street shall be limited to the hours between 8:00 A.M.to 3:30 P.M. Night time working hours are between 8:00 P.M.to 5:00 A.M. Traffic control devices shall conform to City of Renton standards and the Manual on Uniform Traffic Control Devices. The Contractor shall prepare traffic control plans to be submitted to the Engineer for approval before beginning work. 1-07.23(2) Construction and Maintenance of Detours Add the following: The Contractor can close East Valley Road to southbound traffic between 4 1'Street and 43`d Street. Two East Valley Road lanes shall be open to northbound traffic at all times. There shall be at all times reasonable pedestrian access to and egress from the properties adjacent to the project. The Contractor shall notify the local fire and police departments in writing before the beginning of operations so that these agencies may reroute their emergency vehicles around the construction zone. If rerouting is not possible, as determined by the fire or police departments,the Contractor shall provide reasonable access through the construction zone at all times. The Contractor shall be required,incidental to the contract bid items,to remove all excess materials, debris,or other obstruction caused by project operations from the streets or alleys as the work progresses,whether within the project limits or along haul routes. If, at any time,the Contractor neglects to remove such materials or obstruction and place streets, sidewalks, driveways,and roads in suitable condition for traffic within twenty-four(24)hours after having received written notice from the Engineer,the work may be done by the Owner, and the cost therefrom charged to the Contractor and deducted from money due the Contractor. The Contractor shall repair or replace any streets,curbs, sidewalks,roads,or culverts damaged by project operations,to the satisfaction of the Engineer and parties concerned. The Contractor shall maintain convenient access for local traffic to driveways,houses,and buildings along the line of work. Such access shall be maintained as near as possible to that which existed prior to the commencement of construction. The Contractor shall notify all property owners and tenants of street and alley closures,or other restrictions which may interfere with their access. Notification shall be at least twenty-four(24)hours in advance for residential property,and at least forty-eight(48)hours in advance for commercial property. When the abutting owners'access across right-of-way line is to be eliminated and replaced under the East Valley Road 1-1 December 10, 1999 contract by other access,the existing access shall not be closed until the replacement access facility is available. 1-09 MEASUREMENT AND PAYMENT 1-09.7 Mobilization Add the following: Mobilization shall include, but not be limited to,the following items: the movement of the Contractor's personnel,equipment,supplies, and incidentals to the project site;the establishment of his/her office,buildings,and other facilities necessary for work on the project;providing sanitary facilities for the Contractor's personnel; obtaining permits or licenses required to complete the project not furnished by the Owner; and other work and operations which must be performed or costs that must be incurred. 1-10 TEMPORARY TRAFFIC CONTROL 1-10.1 General Add the following.• The Contractor shall prepare the Traffic Control Plan(TCP)and shall submit to the Engineer for approval at least ten(10)calendar days in advance of the time the signs and other traffic control devices will be required. The traffic control plan furnished by the Contractor shall include a rerouting plan for southbound East Valley Road traffic and signing plan for lane and road closures. The Traffic control restrictions include but shall not be limited to the following: 1. East Valley Road can be closed to southbound traffic. The detour route for the southbound traffic shall be Lind Ave. 2. During the construction of East Valley Road,the contractor must keep two lanes open to northbound traffic at all times. 3. The Contractor must maintain access to businesses. 4. Pedestrian Traffic shall be directed around the work with as little inconvenience and delay as possible. 5. The Contractor shall keep the adjacent roads and streets open and maintained in a good and safe condition for traffic at all times,and shall take every precaution to protect workers, pedestrians,and vehicular traffic. All costs incurred by the Contractor to provide and install construction signing shall be considered incidental to and included in the unit contract prices of other items in this contract. The approved TCP shall be on site at all times and failure to obtain and adequately implement an approved TCP shall be the cause for immediate action by the Engineer. Said action my include but shall not be limited to the following: 1. Suspension of work until the TCP is approved or properly implemented. 2. Implementation by the City of approved TCP at the Contractor's expense. 3. The city may provide,or have others provide, interim labor,materials and equipment at the Contractor's expense to alleviate traffic hazards of concern. East Valley Road 1-2 December 10, 1999 4. Any combination of the above described remedies, or whatever is deemed necessary by the Engineer to protect the traveling public, pedestrians and construction workers. 1-10.3 Flagging,Signs and All Other Traffic Control Devices 1-10.3(1) Traffic Control Labor Add the following: The Contractor shall furnish an off-duty police officer for traffic control during all intersection roadwork and for all other conditions where the Engineer deems it necessary for safety. To arrange for off-duty police officer,the Contractor can call the City of Renton police department at (425)235-2575. The Contractor is advised to call a minimum of one week prior to the need for an off-duty police officer. All costs associated with furnishing the off-duty uniformed police officer shall be included in the lump sum bid price for"Traffic Control." No other compensation will be made. 1-10.3(3) Construction Signs Add the following: Barricades,signing and warning devices necessary for lane closures and detour routes shall be furnished, installed and maintained by the contractor. The Engineer may require the contractor to replace worn or damaged barricades, signing and warning devices. The Contractor shall be held liable for all claims resulting from the improper installation and/or maintenance of the detour. In addition to construction signs required by the traffic control plans,the Contractor shall provide and install two project signs,to the design shown in the Standard Plan,Project Sign Detail. The locations will be determined in the field by the Engineer.The signs will become the property of the contractor at the end of the contract. No separate pay item is provided for the project signs and the cost for constructing and placing the signs will be included in the lump sum bid price for "Traffic Control". END OF DIVISION 1 East Valley Road 1-3 December 10, 1999 DIVISION 2 EARTHWORK 2-02 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 2-02.1 Description 2-02.3(1) General Requirements Add the following: Waste sites are the responsibility of the Contractor. Waste sites shall be operated in such a manner as to meet the safety and health requirements of the State, County and local political subdivision. Sites, operations,or results of such operations,which create a definite nuisance problem, or which result in damage to public or private properties will not be permitted. The Contractor will be required to obtain a"Clearing and Grading Permit" from the City for waste sites within its boundaries. The Contractor's attention is also drawn to Section 2-03.3(7)of the Standard Specifications and Special Provisions. Copies of permits for borrow and waste sites and reclamation plans for pits shall be furnished to the Engineer by the Contractor. 2-02.3(4) Sawcutting Add the following: When sawcutting rigid pavement,driveway,or sidewalk,the depth of the sawcut shall be two inches or half the depth of the pavement,driveway,or sidewalk,whichever is greater. Curb shall be a sawcut full height and width. Sawcut lines on the plans are shown for major cuts only,there will be other sawcutting required to accomplish the work that is not shown on the plans. All the sawcutting is considered incidental to other bid items. The Contractor shall be responsible for ensuring that special precautions are undertaken so that no concrete or concrete by-products,or products and by-products used in the sawcut of asphalt concrete pavement or concrete,are discharged into any storm drain or surfaced water system. Flushing sawcuts with high pressure water and collection of wasted water with vacuum system, and pollution control shall be considered incidental to and included in the unit contract prices for "Remove Asphalt Concrete Pavement","Remove Curb and Gutter", "Remove Sidewalk", and "Removing Existing ". 2-02.3(3) Removal of Pavement,Sidewalks and Curbs,General Add the following: Pavement, sidewalks and curbs shall be sawcut in such a fashion to form a neat break line. Except where the existing roadway is to be cold planned,all transitions to existing asphalt or cement concrete roadways,cement concrete driveways,curb and gutter, and walkways shall be vertically sawcut per Renton Standard Plans H-033. East Valley Road 2-1 December 10, 1999 2-02.3(3)A Remove Asphalt Concrete Pavement and Asphalt Concrete Sidewalk Existing asphalt concrete pavement and asphalt concrete sidewalk shall be removed at the locations shown in the plans as designated by the Engineer. This work shall be performed where shown in the plans in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat longitudinal vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified with a self- propelled machine capable of cutting to a 6-inch depth and approved by the Engineer. The use of pneumatic hammers or punches will not be permitted. Care shall be taken in removing the pavement and sidewalk not to damage any of the existing pavement or sidewalk that is to remain in place. Any remaining pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer at the Contractor's expense. The removed pavement shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)B Remove Cement Concrete Sidewalk and Driveways Existing cement concrete sidewalk and driveways shall be removed at the locations indicated in the Plans,for repair and the installation of curb ramps, in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified. The use of pneumatic hammers or punches will not be permitted. Care shall be taken in removing the sidewalk to not damage any of the existing curb,walkway or pavement that is to remain in place. All remaining curb,walkway or pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer,at Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)C Remove Cement Concrete Curb and Gutter Existing cement concrete curb and gutter shall be removed as shown in the plans for repair and the installation of curb ramps. This work shall be performed where shown in the plans in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat longitudinal vertical cut along the boundaries of the area to be removed or closest through expansion joint. Care shall be taken in removing the curb and gutter such as not to damage any curb and gutter, sidewalk, or pavement that is to East Valley Road 2-2 December 10, 1999 remain in place. Any remaining curb and gutter, sidewalk,or pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer at the Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)D Removing Catch Basin Apron The Contractor shall remove catch basin apron or portion of apron where shown in the plans or where designated by the Engineer, in accordance with Section 2-02.3(3)of the Standard Specifications and these Special Provisions. Removal shall be accomplished by making a neat vertical cut along the boundaries of the area to be removed. Sawcutting shall be accomplished as previously specified. The use of pneumatic hammers or punches will not be permitted. Care shall be taken in removing the catch basin apron to not damage any of the existing apron, curb,walkway or pavement that is to remain in place. All remaining apron,curb,walkway or pavement damaged due to the Contractor's operations shall be replaced by the Contractor,to the satisfaction of the Engineer,at Contractor's expense. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.3(3)E Removing Existing Traffic Island Existing traffic island shall be removed at the locations shown in the plans as designated by the Engineer. This work shall be performed where shown in the plans in accordance with Section 2- 02.3(3)of the Standard Specifications and these Special Provisions. The removed material shall become the property of the Contractor and shall be removed from the project. Disposal of debris in a Contractor waste site shall meet the requirements set forth in Section 2-03.3(7)Disposal of Surplus Material in the Standard Specifications and these Special Provisions. 2-02.4 Measurement This Section is revised to read: All removing of curbs and gutters will be measured by the linear foot along the line and slope prior to removal. All pavement, sidewalk, and driveway removal will be measured by the square yard prior to removal. Removing catch basin apron will be measured by the unit for each apron removed. East Valley Road 2-3 December 10, 1999 Removing traffic island will be measured by the square yard prior to removal. The area for payment of removed traffic island will not include the traffic curb surrounding the traffic island. 2.02.5 Payment Payment will be made for the following bid items: "Remove asphalt concrete pavement", per square yard. "Remove curb and gutter", per linear foot. "Remove existing deteriorated concrete driveway", per square yard. "Remove Existing Traffic Island", per square yard. "Remove Existing Traffic Curb", per linear foot. "Remove Sidewalk",per square yard. "Remove Existing Catch Basin Concrete Apron:, per each. "Remove Existing Asphalt Concrete Sidewalk", per square yard. END OF DIVISION 2 East Valley Road 24 December 10, 1999 DIVISION 5 SURFACE TREATMENTS AND PAVEMENTS 5-06 STONE MASTIC ASPHALT(SMA) SURFACE COURSE(NEW) 5-06.1 Description This work shall consist of constructing a surface course of stone mastic asphalt pavement on a prepared foundation in accordance with these specifications and in reasonably close conformity with the lines, grades,thicknesses,and typical cross sections shown on the plans or established by the Engineer. 5-06.2 Materials 5-06.2(1) Materials—Composition of the SMA Mixture(Job-Mix Formula) The asphalt mixture shall be composed of a mixture of aggregate(s), mineral filler and asphalt cement, plus required additives and be combined as necessary to meet the project requirements. It is the Contractor's responsibility to ensure that, in addition to the aggregate gradation requirements,the produced material will provide an asphalt concrete mixture that conforms to the applicable design parameters listed in Table 1-1. The Contractor shall submit in writing to the Engineer the proposed job-mix formula(JMF)for approval including the following; (a) The percentage(in units of one percent)of aggregate passing each specified sieve, except the No. 200 sieve, based on the dry weight of aggregate as determined by AASHTO T-11 and T-27. (b) The percentage(in units of one-tenth of one percent)of aggregate passing the No. 200 sieve,based on the dry weight of aggregate as determined by AASHTO T-11. (c) The percentage(in units of one-tenth of one percent)of aggregate finer than 0.020 mm in size,based on the dry weight of aggregate as determined by AASHTO T-88. (d) The percentage(in units of one-tenth of one percent)of asphalt material to be added, based upon the total weight of mixture. (e) The proposed percentage of each stockpile to be used,the average gradation of each stockpile,and the proposed target value for each sieve size. The target values and the combined average gradation of all the stockpiles when combined in accordance with the Contractor's recommended stockpile combinations shall be within the gradation ranges for the designated grading in Table 1-2. (f) Additional information required as part of the JMF shall include the following: (1) The material sources for all ingredients; East Valley Road 5-1 December 10, 1999 (2) The material properties, as listed, for all ingredients: • The specific gravities of the individual aggregates and asphalt; • The L.A.Abrasion of the aggregates; ■ The Sand Equivalent value of the combined aggregate; ■ The Flat and Elongated Percent of the coarse aggregate(3 to 1 and 5 to 1 ratios),retained above the No. 4 Sieve; ■ The Plastic Index of the aggregate; ■ The absorption of the aggregates; and ■ The asphalt temperature/viscosity curves. (3) The mixing temperature and tolerances of the mix; (4) The mix design test property values and curves used to develop the job mix in accordance with the Asphalt Institute's Manual Series No.2(MS- 2); (5) The plot of the gradation on the FHWA 0.45 power gradation chart; and (6) Target density of the Mix Verification Test section. Table 1-1 SMA Mix Requirements Design Parameters Marshall (1)VTM, percent 3 -4 (2)Asphalt Content, percent 6 min. (3)VMA 17 min. (4) Stability, lbs. 1400 min. (5)Flow, 0.01 inch 8— 16 (0.25 mm) (6) Compaction, number of blows at each side of test specimen 50 Marshall procedures are in accordance with AASHTO T-245. 2 VTM(Voids in Total Mix) is based on AASHTO T-166, T-209, and T-269. Maximum density will be based on AASHTO T-209. 3 Based on weight of total mix. a VMA to be determined in accordance with TAI Manual Series No.2 (MS-2). 'Values may be modified depending on other SMA mix considerations. 5-06.2(2) Aggregate (a) Coarse Aggregate. Coarse aggregate shall be crushed, non-absorptive stone and unless otherwise stipulated, shall conform to the following quality requirements of AASHTO M-283 for Class A aggregates: East Valley Road 5-2 December 10, 1999 (1) Los Angeles abrasion,AASHTO T-96 30% max. (2) Flat and Elongated Particles,ASTM D 4791 (measured on No.4 retained) 3 to 1 20% max. 5 to 1 5% max. (3) Sodium sulfate soundness loss (5 cycles),AASHTO T-104 15% max. (20%max. if magnesium sulfate is used) (4) Particles retained on the No.4 sieve shall have at least one fractured face, 90% min. two fractured faces 75% min. (5) Coarse and fine durability index,AASHTO T-210 40 min. Mixes with relatively pure carbonate aggregates or any aggregates known to polish shall not be used. (b) Fine Aggregate. Fine aggregate shall consist of a blend of 100%crushed, manufactured sand. It shall conform to the following quality requirements of AASHTO M-29. The sodium sulfate soundness loss in 5 cycles shall not exceed 15 percent. In addition the liquid limit shall not exceed 25 as determined by AASHTO T-89. (c) The several aggregate fractions for the mixture shall be sized, graded,and combined in such proportions that the resulting composite blend conforms to Table 1-2 for the grading shown in the bid schedule. Table 1-2 Gradation Target Value Ranges For Stone Mastic Asphalt (Percentage by Weight Passing Sieves,AASHTO T-27 and T-11) Sieve Designation Percent Passing 3/4 in 100% 1/2 85—95 3/8 60—75 No. 4 25—34 No. 8 18—24 No. 30 12— 16 No. 50 12— 15 No. 200 8— 12 0.020 mm less than 3 *To be controlled from a combination of aggregate sampled on the cold feed and added commercial mineral filler. East Valley Road 5-3 December 10, 1999 5-06.2(3) Asphalt (a) Asphalt cement shall be AC-10,AC-20 or similar grade and conform to AASHTO M-226, Table 2. (b) Asphalt shall be mixed at a temperature as required to achieve a kinematics viscosity of 150 to 300 centistokes. Typical plant mixing temperature is 310'— 325T. However,at no time shall the mixing temperature exceed 350T. 5-06.2(4) Mineral Filler (a) Mineral filler should consist of finely divided mineral matter such as rock or limestone dust or other suitable material. At the time of use it should be sufficiently dry to flow freely and essentially free from agglomerations. Filler should be free from organic impurities and have a plasticity index not greater than 4. Filler material for the mix shall meet the requirements of AASHTO M- 17. (b) Of the amount of commercial mineral filler added to the SMA mixture,that amount in size less than 0.02 mm should be limited to less than 20%of the total by weight of added commercial filler. 5-06.2(5) Fiber Additive (a) A fiber stabilizer common to existing projects such as cellulose or mineral fiber shall be utilized. Dosage rates are for cellulose 0.3%by weight of the total mix, and for mineral fiber 0.4 to 0.5%by weight of total mix. Allowable tolerances of fiber dosage shall not exceed+/- 10%of the required fiber weight. (b) (Experimental section,to be utilized only if a fiber other than one common to the German or Swedish SMA projects is utilized. The selected fiber shall meet the properties described in Table 1-3 or Table 1-4 utilizing the listed test procedures. East Valley Road 5-4 December 10, 1999 Table 1-3 Fiber Properties Cellulose Fibers Screen(Alpine Sieve )Analysis: Fiber Length: 0.2"(maximum) Passing No. 100 sieve 55—70% Ash Content' 20%volatiles(maximum) pH 7.5 +/-1.0 Oil Absorption 5.0+/-1.0(times fiber weight) Moisture Content 3—5% Bulk Density 1.25—2.50 lbs/ft Alpine Sieve Analysis. This testis performed using an Alpine Air Jet Sieve(Type 200 LS).A representative 5-gram sample of fiber is sieved for 14 minutes at a controlled vacuum of 22 inches(+/-3)of water. The portion remaining on the screen is weighed. 2 Ash Content. A representative 2-3 gram sample of fiber is placed in a tared crucible and heated between 11000 and 1200T for not less than two hours.The crucible and ash are cooled in a desiccator and re-weighed. 3 Oil Absorption Test. Five grams of fiber is accurately weighed and suspended in an excess of mineral spirits for not less than five minutes to ensure total saturation.It is then placed in a screen mesh strainer(approximately 0.5 square millimeter hole size)and shaken on a wrist action shaker for 10 minutes(approximately 1-1/4 inch motion at 240 shakes/minute).The shaken mass is then transferred without touching,to a tared container and weighed. Results are reported as the amount(number of times its own weight)the fibers are able to absorb. 4 Moisture Content. Ten grams of fiber is weighed and placed in a 250T forced air oven for two hours. The sample is then re-weighed immediately upon removal from the oven. Cellulose Pellets 50150 cellulose fiber/asphalt Pellet Size >1/4 cubic inch(approximate) Cellulose Comply with above requirements Asphalt 25—50 pen Table 1-4 Fiber Properties Mineral(Basalt)Fibers Size Analysis: Fiber Length 0.04 inches(average) Thickness 0.002 inches(average) Shot Content No. 60 sieve 0%retained No. 230>10%retained Shot content is a measure of non-fibrous material. The shot content is determined on vibrating sieves.Two sieves,No. 60 and No. 230 are typically utilized. East Valley Road 5-5 December 10, 1999 5-06.3 Construction Requirements 5-06.3(1)Asphalt Concrete Mixing Plant Plants used for the preparation of the SMA mixture shall conform to AASHTO M-156 and the following: (a) Handling Mineral Filler. Adequate dry storage shall be provided for the mineral filler,and provisions shall be made for proportioning the filler into the mixture uniformly and in the desired quantities. Mineral filler in a batch plant will be added directly into the weigh hopper. In a drum plant mineral filler will be added directly into the drum mixer. Special attention is directed to providing appropriate equipment for accurately proportioning the relative large amounts of mineral filler required for an SMA mixture. (b) Fiber Addition. Adequate dry storage shall be provided for the fiber additive, and provisions shall be made for proportioning fiber into the mixture uniformly and in the desired quantities. Batch Plant Loose fiber or pelletized fiber shall be added through a separate inlet directly into the weigh hopper above the pugmill. The addition of fiber should be timed to occur during the hot aggregate charging of the hopper. Adequate dry mixing time is required to ensure proper blending of the aggregate and fiber stabilizer. Dry mixing time shall be 5 to 15 seconds. Wet mixing time shall be increased slightly,approximately 5 seconds to ensure adequate blending with the asphalt cement. The dry-mixing period is the interval of time between the opening of the weighing-hopper gate and the application of asphalt cement; the wet-mixing period is the interval of time between the application of asphalt cement and the opening of the mixer gate. Drum Mix Plant In a drum mix plant pelletized fiber shall be added directly into the drum mixer through the RAP inlet. Operation of the drum mixer will be such to ensure complete blending of the pelletized fiber into the mix. Loose or non-pelletized fiber will not be used in the drum mixer. (c) Hot-Mixture Storage. When the hot mixture is not to be hauled immediately to the project and placed, suitable bins shall be provided. Such bins shall be either surge bins to balance production capacity with hauling and placing capacity or storage bins which are heated or insulated and which have a controlled atmosphere around the mixture. The holding time shall be within limitations imposed by the Engineer,based on laboratory tests of the stored mixture. In no case will SMA mixture be kept in storage overnight. East Valley Road 5-6 December 10, 1999 5-06.3(2) Hauling Equipment Hauling equipment and paver should be of a type normally used for the transport and placement of dense grade asphalt hot mix. So that the mixture shall be delivered on the road at the specified temperature,truck beds shall be covered and insulated, if necessary. 5-06.3(3) Asphalt Concrete Pavers Asphalt concrete pavers shall be of a type normally used for the placement of dense graded asphalt hot mix. They shall be self-contained, power-propelled units provided with an adjustable activated screed, heated, if necessary, and capable of spreading and finishing courses of asphalt plant mix material in lane widths applicable to the specified typical section and thickness shown on the plans. The paver shall be capable of being operated at forward speeds consistent with satisfactory placement and compaction of the mixture. 5-06.3(4) Weather Limitations The asphalt concrete mixture shall be placed on a dry unfrozen surface when the atmospheric temperature in the shade and of the roadbed is above 60T and the mix conforms to the applicable requirements of Subsection 5.06.3(7). 5-06.3(5) Conditioning of Existing Surface (a) Immediately before placing the SMA mixture,the existing surface shall be cleaned of loose or deleterious material by brooming or other approved means. (b) A think tack coat of asphalt emulsion(SS-1, SS-lh,CSS-1,CSS-lh or similar material)conforming to AASHTO M-140 or M-208 shall be applied to ensure uniform and complete adherence of the overlay. The asphalt emulsion used for this purpose will be diluted with an equal part of water and be applied at the rate of approximately 0.1 gal/square yard. (c) Where the existing surface is distorted,a leveling course of hot asphalt mix shall be required to restore proper cross-section prior to construction of the overlay. A tack coat will be eliminated between the leveling course and the succeeding overlay. 5-06.3(6) Control of Asphalt Mixture The asphalt mixture furnished by the Contractor shall perform to the job-mix formula, within the allowable deviations from the target values. The allowable deviations from the target values for the JMF of the aggregate shall be+/-4%for the 3/4", 1/2",and 3/8"sieve,+/-3%for the No.4, No. 8,No. 30 and No. 50 sieve, and+/-2%for the No. 200 sieve. The allowable deviation from the target value for the asphalt content shall be+/-0.3 percent. 3-06.3(7) Placing and Finishing The mixture shall be placed at a temperature not less than 290°F. The mixture temperature shall be measured in the truck just prior to dumping into the spreader. East Valley Road 5-7 December 10, 1999 The mixture shall be spread and struck off to the established grade and elevation with asphalt pavers. Placing speed will be adjusted so that sufficient time is allowed for compaction operations. 5-06.3(8) Compaction Immediately after the mixture has been spread, struck off and surface irregularities adjusted, it shall be thoroughly and uniformly compacted by rolling. (a) Due to the nature of SMA mixture the surface shall be rolled immediately. Rolling shall be accomplished with steel wheel rollers of a minimum weight of 10 tons. Rolling procedures should be adjusted to provide the specified pavement density. Rollers shall move at a uniform speed not to exceed 3 mph with the drive roll nearest the paver. Rolling shall be contained until all roller marks are eliminated and the minimum density has been obtained. The Contractor shall monitor density during the compaction process by use of nuclear density gauges to assure that the minimum required compaction is being obtained. (b) To prevent adhesion of the mixture to the rollers, it shall be necessary to keep the wheels properly moistened with water or water mixed with very small quantities of detergent or other approved material. (c) The pavement should be compacted to 94% of maximum theoretical density or approximately 6%air voids. 5-06.3(9) Trial/Experimental Sections A minimum of two test sections,a minimum of 500 feet each, shall be constructed off-site to examine the mixing plant process control,placement procedures, SMA surface appearance, compaction patterns and to calibrate the nuclear density device. Trial sections shall be placed as specified approximately one week prior to placement of the project SMA. 5-06.3(10) Joints,Trimming Edges,and Cleanup SMA joints shall be in accordance with Section 5-04.3(11). 5-06.3(11) Pavement Samples Samples shall be provided in accordance with Section 5-04.3(12). 5-063(12) Acceptance Sampling and Testing of SMA(Gradation and Content) Acceptance sampling and testing shall be in accordance with Section 5-04.3(8)A. 5-06.3(13) Acceptance Sampling and Testing of SMA(Compaction) SMA compaction control shall be in accordance with Section 5-04.3(10)B. East Valley Road 5-8 December 10, 1999 5-06.3(14) Surface Smoothness SMA shall be completed in accordance with Section 5-04.3(13). 5-06-3(15) Acceptance Testing of Asphalt Concrete Mixtures(Thickness) The SMA surface shall be sampled on a statistical basis and tested to determine if pavement thickness conforms to thee nominal thickness(1.5 inches)specified in the contract. The allowable deviation from the target value(nominal thickness specified)for pavement thickness shall be minus 1/4 inch. The thickness of the pavement shall be determined from the cores obtained in accordance with Subsection 1.17. 5-06.4 Measurement Store mastic asphalt(SMA)will be measured by the ton. 5-06.5 Payment Payment will be made in accordance with Section 1-04.1 for"Stone Matric Asphalt Overlay",per ton. END OF DIVISION 5 East Valley Road 5-9 December 10, 1999 DIVISION 8 MISCELLANEOUS CONSTRUCTION 8-04 CURBS,GUTTERS,AND SPILLWAYS 8-04.3(1) Cement Concrete Curbs,Gutters,and Spillways Add the following: For the construction of Non-Integral Cement Concrete Barrier Curb(and Transition Section), the pavement shall be dry and cleaned of loose and deleterious material prior to curb placement. At the Contractor's option,concrete curbs shall be anchored to the existing pavement either by placing steel tie bars 1 foot on each side of every joint, or by using an adhesive. Tie bars shall meet the dimensions and spacing shown in the Plans. The adhesive shall meet the requirements of Section 9-26 for Type II epoxy resin. 8-04.5 Payment Add the following: Payment will be made in accordance with Section 1-04.1, for each of the following bid items that are included in the proposal: "Non-Integral Cement Concrete Barrier Curb", per linear foot. "Transition Non-Integral Cement Concrete Barrier Curb", per linear foot. 8-14 CEMENT CONCRETE SIDEWALK 8-14.5 Payment Add the following: All costs for constructing wheel chair ramps shall be incidental to sidewalk and curb construction. All depressed cement concrete curb and gutter,together with sidewalk required to construct the wheel chair ramp, shall be included in the contract prices: "Cement Concrete Sidewalk", per square yard. "Cement Concrete Barrier Curb and Gutter",per linear foot. 8-15 ASPHALT CONCRETE SIDEWALK AND SHOULDER 8-15.1 Description The Contractor shall construct an asphaltic concrete ramp and shoulder in accordance with details shown in the plans and these specifications or as established by the Engineer. The maximum slope on the ramp shall be 12:1. All construction and materials shall be in accordance with Sections 4-04 and 5-04. 8-15.4 Measurement Miscellaneous asphalt concrete for sidewalk and shoulder will be measured by the ton. East Valley Road 8-1 December 10, 1999 8-15.5 Payment Payment will be in accordance with Section 1-04.1 for"Misc. and/or Driveway Asphalt C1.13", per ton. 8-20 ILLUMINATION,TRAFFIC SIGNAL SYSTEMS,AND ELECTRICAL 8-20.3(14)C Induction Loop Vehicle Detectors Add the following: An alternate to the 6 foot x 6 foot square Type 2 induction loop shown on Standard Plan J-8a,6-foot diameter round loops may be constructed. Round loops shall be constructed in accordance with the requirements noted for Method A(Circular Saw). Method A(Circular Saw) (1) Loop conductor and loop lead-in cable shall conform to Section 9-29.3. (2) Round sawcuts shall be 6 foot in diameter and shall be constructed using equipment designed for cutting round loops. The equipment shall utilize a concave,diamond segmented blade. The sawcuts shall be vertical and shall be a minimum of 0.25 inches wide. The sawcut shall be a minimum of 3 inches deep, measured at any point along the perimeter of the sawcut. Other methods of constructing the round sawcut such as anchoring a router or flat blade saw will not be allowed. (3) The bottom of the sawcut shall be smooth. No edges created by differences in sawcut depths will be allowed. (4) All sawcut corners shall be rounded to a minimum 1.5 inch radius. (5) All sawcuts shall be cleaned with a high pressure washer. Wash water and slurry shall be vacuumed out or blown dry with compressed air. (6) Loops shall be installed after all grinding and prior to paving the final lift of asphalt designated in the Contract. (7) The loop shall be constructed using 4 turns of conductor. The conductor shall be installed one turn on top of the previous turn. All turns shall be installed in a clockwise direction. The conductors shall be secured to prevent floating with 2- inch lengths of high temperature foam backer rod sized for a snug fit and spaced at 2-foot intervals around the perimeter of the sawcut and at corners. (8) Loop sealant shall be installed in 2 layers. The first layer shall be allowed to cool before the second layer is applied. Sealant shall be MSI 34271 loop sealant. Installation of the sealant shall be provided between the top of the conductors and the top of the sawcut. Installation of the twisted polypropylene rope noted on Standard Plan J-8a is not required, nor will it be allowed. East Valley Road 8-2 December 10, 1999 8-30 TRAFFIC ISLAND (NEW SECTION) 8-30.1 Description This work shall consist of constructing traffic islands in accordance with details shown in the Plans and these Specifications or as established by the Engineer. 8-30.2 Materials Materials shall meet the requirements of the following sections: Non-Integral Cement Concrete Barrier Curbs 8-04 Asphalt Concrete Pavement 5-04 Crushed Surfacing 4-04 8-30.3 Construction Requirements The construction of the Non-Integral Cement Concrete Barrier Curbs shall be in accordance with section 8-04. 8-30.4 Measurement Miscellaneous asphalt pavement class B for traffic island will be measured by the ton with no deduction for being made for the weight of liquid asphalt, blending sand,mineral filler, or any other component of the mixture. Crushing surfacing will be measured in the same manner prescribed for the measurement of crushed surfacing materials as set forth in Section 4-04.4. Curbs will be measured b the linear foot along the back of curb along the line and slope of the completed curb, including bends. 8-30.5 Payment Payment will be made in accordance with Section 1-04.1 for each of the following bid items that are included in the proposal: "Non-Integral Cement Conc. Barrier Curb",per linear foot. "Crushed Surfacing",per ton. "Misc. and/or Driveway Asphalt CLB",per ton. END OF DIVISION 8 East Valley Road 8-3 December 10, 1999 Job No.:07270-013-002 No.:01 HDR Engineering, Inc. Project: Renton-East Valley Road Reconstruction Subject: PS&E Computed: JAG Date: 12/8/99 Task: Preliminary Cost Estimate Checked: Date: Sheet 1 Of 1 TOTAL $ 529,972 +10%* $ 582,969 41st ST Intersection $ 88,054 $ 8,805 $ 96,859 East Valley Road $ 275,636 $ 27,564 $ 303,200 "Construction Contingency 43rd ST Intersection $ 61,594 $ 6,159 $ 67,763 _J 43rd Street $ 104,688 $ 10,469 $ 115,157 ITEM 41st ST Intersection East Valley Road 43rd ST Intersection 43rd Street SUM Unit Cost Unit Quantity Cost Quantity Cost Quantity Cost Quantity Cost $ 88,054 $ 275,636 0001 Std Mobilization $ 61,594 $ 104,688 ...................._.._............._......._._... ...._......... .. _•-_-_-----_......._....._._....._....-._................._. $ 8,000 1 $ 25,100 1 $ 5,600 1 I L.S. 1 $ 9,500 COR Contractor Su lied Surve in - "' ' """""'"""" "-"""' S. .. ........................_......._ ..............._..._...._....._.._.. ......................................_..........._._.............. ....._.................. ..............._...._...._...._.._.._.._...-..__._...__._.._...-------.-- - _...._................._......._....._.............._. .._affi..__.._.._.._.PP_...__...__.._.... . 1 $ 3,000 1 $ 11,000 1 $ 2,000 1 $ 4 000 COR S..............._..._.. COR Traffic Control � g"""""""'"""""..-......._................._._$_. L.S. STD 1-05 $ L.S. _................_......--._...._......._.._......... --..__.._....._.._......._.....__._..__. Demolition 1 5711 Spec Planing Bituminous Pavement 1 $ 11,400 1 $ 2,600 1 $ 4,300 SP PR,STD 1-10 ..._......_.............._._. ............. •----..._.. ..._.._..._..._.......__._....._.....__......................_.......................................................-$.............15.60 S:Y:..... ...................560 _$.........._.........8,400................._3750 $ 56,250 p 2,3 0120 COR Remove Asphalt Concrete Pavement $ 9.00 S.Y. 1120 _...._......................._....... ............................_.._$............................. .......................... _$......._...............' STD 5-04.3(14) - _..._......._......._.._.... ......._._..--•-- _ - -- _ $ 10,080 2510 $ 22,590 900 g _._........................................._.- ......._........... ................._. $ ,100 1780 $ 16,020 GSP 7 0108 COR Remove Curb and Gutter ............_..........._...._............................ 7---$............... 0 $ 10.00 L.F. 25 $ 250 ......... ..........................._.........---.....----.. ..._................_._............._..........._........_...._................_......_.._........ 11.._.---........._..---._._.._..__....._.__._...._..._... ...._.......__..__.___....__.___..__......... 127 $ 1,270 47 $ 470 0 ......_..__......................_........................................_............_.._... ............................ ....".........................---_...._ ......................_................_._........._....__._.. ....................._...47-.._..._........._._._. $ - SP PR _.._..__...........__........._...._.__...SQec Remove Existing Deteriorated Conc:Driveway $ 25.00 S.Y. 0 $ 6 $ 150 0 __..........._._..._ __._.__......__.._...._......_................__._.. 12. $ 0 $ 0150 Sec Remove E $......_.....15.00 S.Y..........._................_O._._...---......__.._..._..................._._........__...............__.......----•-•---.. ....---........_....._.__....._....._..._... ._._._.._....._._.__._..._.__...,._-__.. --•-........................_.._........_....__.._... ._P_ Existing Traffic Island 97 $ 1,455 0 $ 0 --.....".."._......__.._..__. _ ..___.__ __ _.._._.__...._..._.. ....._._ ......._.._._. $ - SP. . $ 5.00 L.F. p $ 131 $ 655 385....Sidewalk---'-'--"--'*'-'-',-.-..-------.--------- ..............._..........._.... .... __.._....__....__..__..._._._..._.. _ _.._..__. 9,18 Spec Remove Existing Catch Basin Conc.Apron _ $ - 5p,p0-Each _..._...._......0..............._..... .. 165 20 300_..._ 4..$........__._...._....Z . ....... ...........__..__.-i............... ._.._.... SP PR ......- _.._..._.....__..._._._........ .._.. 21 Seec Remove Existing As halt Concrete Sidewalk . _.._.......__. _.._.._....._ .._......._. _a.._.._....._..._....�9._ ..........._.._...._.._.._..............._.____ $ 12.00 S.Y. 1g $ _......_.........._._O..$_...._....._..............._.._._......__..0_.._..._.. ......... .__....._........_..__....._..._. .._.__._......_.._............__._. ......_........._. ___. 2 p _..._......_.._.__..............................._......................_._a........._..............:_._ SP-PR......_...............__. �. ..........._.._. ........................................_...$._...._.................-...._...................... .._a....._..._...._............_... ...._...- ...._ ._._.....:....._...._..__.._._.._.. _...a_.._.___..---"--..._..__......................._..._. Constructi.... _...S. o $ CORMisc.and/or Driveway As halt CI.B __..._........._...._. _.....__..._.. ........................._. ......._................._......_..... ......................__..._.._....-----....................... ..............._......................................_:............._....._......_._..-- _._..........._..__...._.........._._.......__.._cOR... -Y-•Q $ 40.00 Ton 0 $ 12 $ 480 0 $ 0 _...._..._...._..._..._...._..................._._........_.. 2 5624 Spec Cement Concrete Pavement,9-Inch -•__..__..._. .___.._............._......._..__. ._..._._.._..__.._._..__ __..._..._..__.._._..._.._....._....._..�.._ ..............._..._.....__.._........_................._.............._....__.._...�....____._..._.._. ...._........._...___.._._ _. ._._. _. ... __..__ _ _ _. __..__.._.._-... ____.S._.._.__35.00 S.Y;._......._ _...._._.. ..$._____._� .._.._...._..._2440 $_._.._.__85,400 0 $ 1780 $ 62,300 _..._._....._._.__.. 3 5624 Spec_ Cement Concrete Pavement,l0anch $ 37.00 S.Y. 1120 $ 41,440 0 S _..__...._......9...._.......__._.___".._...._ _._.._____. _....._.r.__..._..._....._.............._....__...-.. _. __-__.._......__..._................ _.._.........._-____0 00 $ 33,300 0...$ SI?� Non4ntegral Cement Conc.Barrier Curb - _._ �._..__ _ __...._.....__..._.._ _._......_......._._.....__......_....................................... -.........._.__._..__...._ ..............._. __.$._....._....__.1,540 ._...---..._.........47_$._..........._470 ._ _. _._ U_$ SP PR,8-04 - 8 6704 Std. Cement Conc.Barrier Curb and Gutter $ 20.00 L.F. 0 $ �_..._ _ 120 $ 2,400 0 $ 0 $ STD B 04..._._... 9 Sec Cement Concrete Catch Basin A ron $ 350.00 EA. -------0...................-.............__....._..................._..._._..........._._......._ ._.. .._......................._........_.._._..--__..__. ___- _ _- _-----D --....._._.._..._._. _.._...__...._..._._...._.__...._....__.._Q�.. .._ __ _� __ ____ P...._._....._.. 3 $ 1,050 1 $ 350 0 $ 10 9602 S __.. __. _._.__._...__._.... ..._..........._..-_-...... ....._......._......_......."_.._...................__._..._............._......._...__..._ .._........._...._.......... __._.... .............._........_....__....____....._..._.._.._l? . Adjust Inlet _--•---__.-__.__... ..._...__.__.._._._..___-S.__..._500.00 EA. p $ 0 $ 10 S Ad'ust Cover -.. ...._...._._.... - .S_....._..._...._250- ...._........_... -- ._..................._._....._ ..................---....._........................__..._._....._.............__. _..................... ....�.. ...J.._...__._....___.__.._-�..�_._._..__.._..__._._ •- $ 250.00 EA. 3 $ 750 ..._......__.........._._.__..�. 13 6736 Std. T C Block Traffic Curb --"' ""�"`--"""""""""..... ""C 1 $ 250 2 $ 500 _............._......... ..... _ .._......_...... -.._......._...._....._....._.. _.. ._......._........_......._.........................._..._........._.._............_..._ _._._..__..__..........__..........._.__- _ ._...._.___..__... _......_-_.._ _..IJe_._.._ ._ ...__._._......_.._.._...._. $ 12.00 L.F. 0 $ 0 $ 385 $ 4,620 STD 8-07,9-18.3 14 COR Cement Conc.Sidewalk _...._.._..._..._...__..._.___._.._............._.. ....._............._.__ ._.._..__..__.............. _........__...... .s._..._._....._.._ _._.. $ 75.00 S.Y. 13 $ 975 -........ -............_......_.........._._......__...... .._..__ . _._...__._....._..._.__.... _ _...._._._..._......_ ... __... ...__.___ _ __..._._ _......_..._...._._....._._..._---._......_..._.-• 87 $ 6,525 45 $ 3.375 0 $ 17 5737 Spec 1 ha' Conc.For Pavement Repair _... ..._.__.. ...................................-.._._.............._.._......_...__ ........._.._....__.. _..___......__5 $ 135.00 S.Y. 0 $ 35 $ 4,725 ----............ 0....._.........._ ._..__......_.... ___-_.._...._._....._..................._......._ _.._.......... ._......_......__ ..__.__..� ____..__..._..__.__.__............._._...._.._._.___._...____..._.........._.._... $ 0 $ STD 5-04.3 5)E CrushedSurfacin _................................._........_..._.........._....__._. .............._....._._..___....__.__...__._.. .__._.........._..._._.....__.__..__-__....._._.__..._ _. ...._..._...._04....�_.._.._. _$._._...�5:�..C:Y . 36 $ 2,520 6 $ 420 _...._.....?..a............_.......__.�ao..._.................._.._....._......._... _.. _ ._._............_._._....... __...._....__.._._._._.._s _.._..._..-s--........_......_..._......_............_........_.$...._....................._._. CostEstimate.xls Sheet:12-8-99 Printed:12/10/99 10:01 PM Page 1 of 2 Job No.:07270-013-002 No.:01 HDR Engineering, Inc. Project: Renton-East Valley Road Reconstruction Subject: PS&E Computed: JAG Date: 12/8/99 Task: Preliminary Cost Estimate Checked: Date: Sheet 1 Of 1 Channelization COR Induction loop Vehicle Detector .-.--..-._..........................._........ ............................... $ 4,620 504 $ 7,560 __............__.........._..._............................................. 15.00 L.F. 308 28 $ 420 A _ 6833 .. Plastic Traffic Arrow...................................................................._......... ..$............50.00.E....._. __... -- 176 $ 2 6 A. q $ -2 _.15 $ _.... ... _........................_...__..._.._..............--•••..................._........ 40..............._............................. B 6829 Std. Plastic Stop Bar 50 0 $ _.... ............. ......._._...._._.._.__...__......_......._:........._... _...._...._..._..._._....... ..._._........................ .............. 2 $ 100 _......................... ........... $ 5.00 L.F. 80 $ 400 ..................................... ...................................... STU 8-22 C 6836 Std. Plastic Crosswalk Stri e _..............._._..._. .._......._......_.._....._..._............_._..._..._..._...._.........................._........._-....._..._._......__... $ 200 35 _............... $ 2:50 S.F•...... 450 $ 1 125 _....................................................._.................................5.......................175 STD 8-22 ....................._............. H........ . .... Paint Stripe _. 190 $ 475 ..........._...._....__........_...._............._............_............._....._........._.....__.. ......_..............4�.�.............-..:000................... 0 $ - STD 8-22........ _.. _...._..............._................... 2.00 L.F. 0 $ 0 $ ....-.....-.-........................... _........._..................._. - 132 $ 264 COR Raised Pavement Marker Type 1 .. ...................._........................._.............._......----........._......_......._.. -.............."._... 0 $ $ 200.00 Each 1.8 $ 354 _._..._.....__...................._........................_...._................................................'....... ......... _......................._. 12.3 $ 2,460 0.0 $ .................................. Raised Pavement Marker Type 2.2 ype 2 $ 300.00 Each 0.2 $ 72 ........................ .............._......._-............__._.._.............. _$......................_440. .................. _. 1.5 $ 441 Spec Traffic Button ................ 0.0 $ ............ $ 800.00 Each................. ....................._...._..._.._...-........_...._........._................_.............._........... ......._............._...._.................._......'.._......... 0.3 $ 93 0.3 $ 216 0.0 $ ................_. 0.0 $ _......_._-. .................................................................................. _...... - 0.0 $ _........_........_........$........................................................... ......._.................................................................-...... .............................................................................................. .... .......... ................_.........._...__..... $............................ ............... ..................... .........$$..........._....................... D emolition—$::: 19,087 $ 82,735 $ 10,845 $ 16,020 truction $ 47,280 $ 133,340 $ 38,665 $ 6,987 $ 67,420 $ 12,061 $ 1,884 $ 3,448 m $ 73,354 $ 228,136 City of Renton Supplement $ 51,394 $ 86,888 WSDOT/APWA Standard Specifications 5'.04.5 Misc and/or Driveway Asphalt Cl.B Ton $ Raisetl Pavementi Marker Type 1 Hued, 8;179.5 Raised Pavement Marker Type 2 Hund. ftaisetl Patiement'Marker Type 3 Hund, CostEstimate.xls Sheet: 12-8-99 Printed:12/10/99 10:01 PM Page 2 of 2 PUGET SOUND ENERGY Douglas G.Mulkey Municipal Construction Planner Phone:1-888-225-5773 ext.89-6439 Fax:(253)476-6323 Location:3130 S.38th St.TAC-ANX Tacoma,WA 98409 Pager:(253)291-2389 E-Mail:dmulke@puget.com Direct Dial:(253)476-6439 o / S 0 O LEGEND q 0 0 0 0 .SO O O O O O O O O O O O O O O O O O O O c WMH WATER MANHOLE WM ❑ WATER METER 0 0 0 0 0 0 0 0 0 0 0 0 0 ���cA�O O O O O O O O O O O O O O O O O O c WV 0 WATER VALVE O FH Q FIRE HYDRANT H F O O GV 0 GAS VALVE z POW VLT POWER VAULT w _I _ - _ _ - LV ❑ STREET LIGHT VAULT _ 12"CONC SD STORM DRAIN LINE CB CATCH BASIN g = SDMH STORM DRAIN MANHOLE a CD 8"PVC SS SANITARY SEWER LINE r = SSMH SANITARY SEWER MANHOLE — — — RIGHT OF WAY LINE OJ -— CENTERLINE J MIC ® MONUMENT IN CASE Z j S_ SIGN Q � � DROP CURB cn TRANSITION O •4�—1'GUTTER I_ P&LPO- EPOWER AND LIGHT POLE v7 WHITE LAN 0---4 LIGHT POLE TRAF VLT TRAFFIC VAULT TRAF CAB TRAFFIC CABINET ao C y o LL Z o y O O 3v z aw E"�W a'a U(x E DRIVEWAY CONC WALK DRIVEWAY '.5E c n �I -�1L SD_ �r 12„ CON 6 F CONIC \�- - _ _ _ — SD- / CB TYPE 11 48 " N TRAF r�" VLT TRAF � 77 I 36 ARCH CMP CAB 5 2.5 0 5 10 15 N 1 8 " STUB — CAPPED SCALE IN FEET o 3 " Tap into a 18 CONIC SD a CB TYPE II 48 " — REMOVE AND REPLACE 0 } (SALVAGE FRAME AND GRATE— REPALCE WITH ROUND LOCKING LID) TYPE I CUT EXISITING 2471 CONIC — GROUT FLUSH WITH INSIDE TYPE 11 D 23 . 57 TOP 23 . 81 SE 18 . 63 INV E 8c W 24" CONIC 16 .56 — MATCH EXISTING INV SW 18 " CONIC17 . 43 — MATCH EXISTING T 16 . 7 BOT 18 . 0 — EXISISTING STRUCTURE IS SADDLED OVER 24" CONIC :) F I SET NEW BOTTOM AT 15 . 56 1 ' LOWER THAN 24 INVERT UNDERGROUND UTILITIES SHOWN HEREON HAVE BEEN PLOTTED FROM A COMBINATION OF FIELD LOCATED SURFACE FEATURES AND RECORD DATA AS FOUND ON DESIGN DRAWINGS. RINGEL AND ASSOCIATES DOES NOT 0 ASSUME LIABILITY FOR CORRECTNESS OF RECORD DATA. o 04_aC14 LEGEND N ^ WMH WATER MANHOLE Li l o o /'/ y l/ •• / �P WM ❑ WATER METER ~ m v //' •• o'o WV ® WATER VALVE Q o a tO,1 0 �^ / : O ° FH Q FIRE HYDRANT O CL rJ OD POW VLT POWER VAULT �\ r 5j ' /�' LV 0 STREET LIGHT VAULT °r`�/' :�/ a� 12"CONC SD STORM DRAIN LINE Q Q I Al 4'/ d� CATCH BASIN G �' � �• '1� / SDMH STORM DRAIN MANHOLE U CD ` v // TR.s / 8"PVC SS SANITARY SEWER LINE VILT •d // SSMH SANITARY SEWER MANHOLE R - - - RIGHT OF WAY LINE J co / ' - -- CENTERLINE z J z N J` / ' ••0i/ / MIC ® MONUMENT IN CASE d - a a a 20 10 0 20 40 60 TOP' i22 I. /�' SIGN x / INV SE 9.57 / / S DROP CURB SCALE IN FEET / INV 5 19.57 / w o 3 -Al, / /,' HOT e.6 •/ / I I TRANSITION // •:j �P .}411•�--0.5 CURB 1'GUTTER / il�/ \:•' oy o�'` P&LP POWER AND LIGHT POLE 0-)* LIGHT POLE //' �02 ✓ CB TYPE I TRAF VLT TRAFFIC VAULT �OgL % .�/ �° / NV N 2017 TRAF CAB TRAFFIC CABINET INV E 20.17 4' 1 / NV W 2 .15 SLV ' HOT 18.7 W Z i:� �P // h0 C TYPE I O C nP 1 /�/ / "8 02%� I PW 2070 \ SSMH TOP 219. /, / ,/ H 2D.7 \ 43rd ST INV N 19.40 ••`* C�Z nl.i RIM 24.26 INV W 19.38 INV EE19.01 HOT 17.8 Z NV SE 10.36 CB TYP I W E O INV 5 9.38 :NV E 20 TO TYPE 1 INV W 8.1 /, / INV NE 20.36 TRAi TOP 27.73 E -'w w / / INV SW 20.30 m Q m o / HOT 18.7 T INV E 24.89 MH Z z / RIM 407.77 NV 5 24.89 2-CON / HOT 23.2 o u o N O CS TYPE It 48' '/ 1RF CONC WALK a0 Z w TOP 23.98 36"CONC SD -� �K7 CONC WALK QN� INV E 16.48 �_-___-__ O_ c== EMM TRAF G �, VVLT r i r j m INV W 16.47 CONC WALK - '� 8 CONC SS RIM 25.02 SLV 9 - - - Lj INV S 16.38 / "pi/ 12 C6NC SD la.l ZSw w It BOY 16.2 7 i'' A S P H A L T = j Nwo a ��\p, In i < O p O WHITE LANE STRIPE / SS / ( / WHITE LANE STRIPE N m a wV J N N 1" - WMH II _ h A S P HALT ' MH / 5 P RIM.... .... .... ® .•..•.... •. 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PROPOSED.' 5: CANE PROFILE GRADE: . I ; I Et.'18.09 e' 0.06 I e . . . . , . , • i . . . . . . . . I . . . . . . I . . I . . . . . . . . . ; . . I I . • . . . . . . . . . . . . I F . . . . . .I . . . . . . . . . I , . , , EC157 NG 3 LANE PRO tlE GRADE: . . . . . . i . . . . . . . . . . .i � . . . . . . . . . x _...._. _._ro .« .w I I o ...:........... ... ...:... 1^1^ ..V'r' .. ..... .. -3 I .. .. ....................... I ♦ , I L' I . • • • : . • • • • • • Q �.7.� • ................................. .. . ,.. . . . . ♦ . • 5TA .15a t3 �A.RT t I �' . . . :' '. . . . . . . . . „ I I ! i . . . . . . . l . . . . . . . . . . . . . . . + ... . . . . . . . . . . . . . . . . . . E7U-STING C�Oh�CR£TE P�3QTEt'f�1J c+� . , • . . . . . . . . . . . . . . . i r . . . . . . . , . . 's . . . . . + . , . . M EMI nNG'IWERT At D ! to cp PAD'011ER EX�1JG•16 H.P G � �i: . . . . , » . . , . . . . . . . . . . . . . . ,,. .c-- . . . . . . . . . . . . ! . . . . . . c� . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . € . . . . . . . . . . . . . . I � � cv �i c`;i .. � N EC.T-T�7 EX IN 3r~o STORM . . . . . . . . . . . . . . . . . .�_ . . . . . . . . . . . . f . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . _ � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . , . . . • . . , . t j( Li ! i I . _ I 7 . . . ! . I i i = J _ . . . . . . . . ! i I , i 1u ti j { cCS . . . . . . . . . . . . . . . . . . .,,,.... G1 ».. «« ..1 u , , I F ' a . . . . . . . . . . . . . . . . . . . . . A C}.. : . . . . • . 07. c . . . . , . !1 �---- EX.t6"G S(H.P.}.. . . . EX.24' .aTf �........---!-:� ,. III IJ I G . . . . . . . . :I . . . n I• . . . . . . . . . :,": •:.. �.....� :I.I I . . . . . EX.16 ,AS(H.P. I. . . . . . 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