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Home My WebLink AboutzR-3853SetPLANS GENERAL BID INFORMATION: BUILDERS EXCHANGE OF WASHINGTON, CITY CONTACT: FLORA LEE, PE CONSULTANT CONTACT: ROBIN NELSON, PE CONTRACT NO. CAG-16-035 AWARD AMOUNT: 116TH AVE SE SIDEWALK NC. (425) 258-1303 (425) 430-7303 (425) 827-2014 AADDENDUM #2 8/26/16 FEDERAL AID NO. CM=1 193(003) VOLUME 2 OF 2 AWARD DATE: AWARD TO: A* 4b P R r e LOC 116TH AVE SE -.M6..mw— -LLL\M� - -4 RECORD DRAWING Based upon best available information obtained during construction. Date: 07/27/2017 By. B S Checked By: DS $500,000.62 September 27, 2016 Kamins Construction PO Box 867 Bothell, WA 98041-0867 VICINITY MAP NTS SUBMITTED BY: CPACE An Engineering Services Company E M —0 —i �� z 0 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com CITY OF Pubfic Works Department Transportation Systems Division w > Q Q0 Q0 Ln i cn U z Q m m 0 w / O z 0 0 w 0 w w i z 0 Q z 0 U cn z 0 U 0 0 z w w L Q z Q z 0 U m Z 0 U z z Q o� ow __jo w Un w w oil m z m� �Q m 7 �o w_ LnLO NLn �o �j o z No r` z �w 03; o. w� oW J _J w w TEMPORARY EROSION AND SEDIMENT CONTROL NOTES DRAINAGE NOTES 1. BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, A PRE -CONSTRUCTION 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2016 STANDARD SPECIFICATIONS FOR ROAD, MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS WORKS PROJECT MANAGER. ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON 2. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE CONSTRUCTION. APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION PROGRESS. AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR 4. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND OF THE CONTRACTOR. ELEVATIONS ARE NOTED ON THE PLANS. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED IN CONTRACT PLANS ARE 5. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND GRADING INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. CONTRACTOR SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE 6. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION ACCORDANCE WITH SECTION 7-08.3(1)C OF THE CURRENT STATE OF WASHINGTON STANDARD AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE GRAVEL BACKFILL PER WSDOT STD SPEC 9-03.12(3). ALL TRENCH BACKFILL SHALL BE 5. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT WSDOT 9-0314(1). PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 6. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST 8. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, 9. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT 10. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY 11. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY 4 - 8 INCH ROCK / 40 - 70% PASSING; IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY 2 - 4 INCH ROCK / 30 - 40% PASSING; AND WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW LESS THAN 2 INCH ROCK 10 - 20% PASSING. / SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. PROJECT LEGEND EXISTING PROPOSED DESCRIPTION - - CENTER LINES RIGHT-OF-WAY LINES LOT LINES -... ••• DITCH LINE FLOW LINE WATER LINE -SS-SS-SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE UP UNDERGROUND POWER LINES it Ur UNDERGROUND TELEPHONE LINES JTV UTV UNDERGROUND CABLE TV LINES JFO UFO UNDERGROUND FIBER OPTIC LINES - P OVERHEAD POWER LINES )HL OHL OVERHEAD UTILITY LINES -0-0-0-0- CHAIN LINK FENCE x x x x x WIRE FENCE - - WOOD FENCE EDGE OF WOODS OR BRUSH CURB AND GUTTER 140 CONTOUR LINE EXISTING PROPOSED DESCRIPTION N WATER VALVE -6- HYDRANT ® WATER METER SO 0❑ DS 0 MANHOLES (SS/SD) ❑ ❑® CB -0- POWER/UTILITY POLE E- GUY ANCHOR 0 POWER TRANSFORMER ©0 POWER/TELEPHONE VAULT 13PMET POWER METER ❑ TELEPHONE/TV RISER Kp GAS VALVE ❑O GAS METER STREET LIGHT ❑❑ LUMINAIRE X X SPOT ELEVATION i SIGN o MAILBOX ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE A + MONUMENT/CONTROL POINT SET MAGNETIC NAIL W/ WASHER WETLAND/STREAM BIOLOGIST FLAG TRAFFIC SIGNAL SHEET LIST SHEET TITLE GENERAL C 1.00 COVER C1.01 SHEET LIST, GENERAL NOTES, LEGEND AND ABBREVIATIONS C1.02 SURVEY CONTROL PLAN C1.03 EXISTING CONDITIONS C1.04 EXISTING CONDITIONS TESC AND DEMOLITION C2.00 116TH AVE SE PLAN C2.01 116TH AVE SE PLAN ROADWAY GRADING AND DRAINAGE C3.00 116TH AVE SE PLAN & PROFILE C3.01 116TH AVE SE PLAN & PROFILE C3.02 116TH AVE SE PLAN & PROFILE C3.03 DETAILS C3.04 DETAILS C3.05 DRIVEWAY RESTORATION PROFILES CHANNELIZATION C4.00 116TH AVE SE PLAN C4.01 116TH AVE SE PLAN TRAFFIC CONTROL C5.00 ONE LANE, TWO WAY TRAFFIC CONTROL C5.01 LANE SHIFT C5.02 LANE SHIFT C5.03 CLOSE LEFT TURN LANE PROJECT ABBREVIATIONS ALT ALTERNATE GV GATE VALVE PL PROPERTY LINE APPROX APPROXIMATE HDPE HIGH DENSITY POLYETHYLENE PP POWER POLE APW AMERICAN PUBLIC WORKS HH HAND HOLE PRV PRESSURE REGULATION VALVE POINT ASPH ASPHALT HP HIGH POINT PT POINT OF TANGENCY ATB ASPHALT TREATED BASE HWY HIGHWAY PUD PUBLIC UTILITY DISTRICT AVE AVENUE HYD HYDRANT PVC POLYVINYL CHLORIDE AWWA AMERICAN WATER WORKS ASSOCIATION ID INSIDE DIAMETER PVI POINT OF VERTICAL INTERSECTION BM BENCHMARK IE INVERT ELEVATION R RADIUS BOT BOTTOM IN INCH RG ROUGH GRADE BST BITUMINOUS SURFACE TREATMENT INCL INCLUDING RP RADIUS POINT, REFERENCE POINT BLDG BUILDING IRR IRRIGATION RJ RESTRAINT JOINT CB CATCH BASIN L LENGTH ROW RIGHT OF WAY CF CUBIC FEET LB POUND RT RIGHT CIP CAST IRON PIPE LF LINEAL FOOT (FEET) SS SANITARY SEWER CJ CONSTRUCTION JOINT LS LUMP SUM SCH SCHEDULE CL CENTER LINE LT LEFT SD STORM DRAIN CMP CORRUGATED METAL PIPE MAX MAXIMUM SF SQUARE FEET CMU CONCRETE MASONRY UNIT MB MAILBOX SHT SHEET CONC CONCRETE MH MANHOLE SIM SIMILAR CPE CORRUGATED POLYETHELENE MIC MONUMENT IN CASE S SLOPE CULV CULVERT MISC MISCELLANEOUS ST STREET CY CUBIC YARD MJ MECHANICAL JOINT STA STATION DI DUCTILE IRON MOC MIDDLE OF CURVE STD STANDARD DIAM DIAMETER MON MONUMENT ST STEEL E EAST MW MAGNETIC NAIL & WASHER STIR STRUCTURAL ELEV ELEVATION N NORTH SD STORM DRAIN EST ESTIMATE N/A NON APPLICABLE SY SQUARE YARD EVC END VERTICAL CURVE NIC NOT IN CONTRACT TOC TOP OF CURB EXIST EXISTING NO. NUMBER TOP TOP OF PIPE FF FINISH FLOOR NTS NOT TO SCALE TYP TYPICAL FG FINISH GRADE O.C. ON CENTER UGP UNDERGROUND POWER LINE FH FIRE HYDRANT O.D. OUTSIDE DIAMETER UP UTILITY POLE FM FORCE MAIN OHP OVERHEAD POWER LINE VC VERTICAL CURVE FO FIBER OPTIC OHP&T OVERHEAD POWER & TELEPHONE VPI VERTICAL POINT OF INTERSECTION FT FEET, FOOT PC POINT OF CURVATURE W WEST, WATER G GAS PE PLAIN END W/ WITH GR GRADE, GRAVEL PI POINT OF INTERSECTION WM WATER MAIN 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet N 00 rPAC E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 wl0 z 0 U) w �ICn Civil I Structural I Planning I Survey www. paceengrs.com U) LU U) W Q Z r r C O Cn 0 C N O •S m O 0 N 'O O Y to N U N m a m U 2 C i O 0 Z 2 Q w w t W Z 11- p O J ZQ If Q W W Of Of W W M 0 LLJ Q 0 0 Z w Q J W Ld SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN !IWO-110Ir•1:1I0 SHEET: CALL BEFORE YOU DIG 811 UNDERGROUND SERVICE (USA) SHEET# 15465 C1.01 2 of 20 CP1 N1 ° 15' 08"E 10 00 2657.36' CP6 STA: 10+00.00 N=165330.94 E=1305670.61 BEGIN 116TH AVE SE CONSTRUCTION CENTERLINE MFE mr- I 2923059086 2923059097 11526 SE PETROVITSKY RD 17445 116TH AVE SE BLAYLOCK GERALD T+ KELLY C KASTNER ETHI R STA: 10+73.30 BEGIN PROJECT LIMITS IE 12"CB RIM=422.42 CMP(N)=416.82 IE 12"CMP(S)=416.92 CB RIM=433.42 CB RIM=424.19 IE 12"CMP(E)=430.52 IE 12"CMP(N)=419.39 LU C14 11 +00 0 -- 12 i 00 N 1° 46' 18"E 13+00 L 1 1 q 1300.00' -� RIM N4(CL LID) 0 D DIP-UNABLEABLE TO OPEN INV 8"(N)=425.5' CB RIM=434.55 PER ASBUILT INFO IE 12"CMP(N)=42[95 I 2823059048 I I I 11602 SE PETROVITSKY RD 2823059057 REILLY M J M 17450 116TH AVE SE SSMH RIM=411.42(CL LID) IE CL 18"CHAN.(E,SW)=392.22 CB RIM=409.04 IE 18"CMP(N)=405.64 IE 18"CMP(SW)=405.54 12"CMP OVERFLOW=407.74 116TH AVE SE 15+00 16+00 I 1 I V L NOT FOUND SSMH RIM=411.86(CL LID) SSMH RIM=419.54(CL LID) IN 15"(E,W)=368.6 IE CL 8"PVC CHAN(N,S,SE)=405.34 SDMH RIM=418.29 INV B"(N,S)=39fi.85 INV 8"(S)=407.0 24"CMP(N)=409.04 PER ASBUILT(39-8) INV 6"(N)=402.0 IF_E 12"CMP(S)=413.69 SDMH RIM=414.04 CB RIM=409.82 PER ASBUILT(39-13) I I IE 24"CMP(N)=409.04 IE 24'•CMP(N)=405.72 OVERFLOW=411.54 IE 24"CMP(SE)=405.67 I I IE 24"CMP(S)=409.04 IE 24"CPEP=403.91 IE 24"CPEP=405.36 SAMORA SID 7938400110 116TH AVE SE 2823059062 I ROBBINSOGEORGE A+LINDA D 17442 116TH AVE SE 11 LE SON TRUONG I 7938400090 a 17408 116TH AVE SE MARSHALL EUGENE D 2823059056 I I 9 1.7428 116TH AVE SE 7938400100 BOUTON DEBRA A 17420 116TH AVE SE HANSEN RODNO G+DEBRA S 2680650000 11500 SE 173RD ST F- GAINSBOROUGH COMMONS M� CB RIM=410.18 IE 18*CMP(N)=407.78 CB RIM=412.00 IE 18"CMP(S)=407.78 IE 18"CMP(N)=409.10 e� IE 12"'MP(W)=407.78 IE 18"CMP(S)=409.00 CB RIM=416.86 IE 18"CMP(N)=413.76 CB RIM=423.95 R IE 18"CMP(S)=413.71 LU IE 18.CMP(N)=420.95 CB RIM=427.9 �/� IE 18"CMP(S)=420.9� IE 18"CPEP(N)=424.4 �i IE 18"CPEP(S)=424.4 IE 18"CPEP(NW)=424.7 116TH AVE SE 17I 1R+nn R/W CB RIM=411.62 IE 24"CPEP(N)=408.02 IIE 24"CPEP(S)=408.02 7938400070 17322 116TH AVE SE WATERS BOBBY C+ELSA L 7 I I 7- �IM=415.55 IE 24"CPEP(N)=411.65 SSMH RIM=412.83 IE 24"CPEP(S)=411.65 IE CL 8"PVC CHAN.(N-S)=402.38 I PER $SBN ILS(=39940 I 7938400060 17314 116TH AVE SE OWNER BRIAN E 6 L1 I 7938400050 IL17240 7938400040 [17248 116TH AVE SE 116TH AVE SE VU TIEN H+NGAT WOOD ROBERT J THI LAI+VAN 4 5 20+00 OHL L.. - - I _. _.. R/_ CB RIM=410.33 IE 24"CPEP(N)=406.58 IE 24"CPEP(S)=406.58 7938400080 17400 116TH AVE SE HADFIELD PETER 8 r 1 L�J Q0 ~ J � W W m Z W J W = � U H CQ C 2923059143 17223 116TH AVE SE L FENNELL TODD C STA: 21 +94.00 END PROJECT LIMITS 0 0 CB RIM=429.56 0 IE 18"CPEP(N)=425.41 CB RIM=432.71 0 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01 IE 18"CMP(S)=429.01 R/W oW DCP3 21+00 2+00 • �_ 23+00 N1 ° 46' 18"E CP2 1359.95' RIM=424.60 :E I I IE 24"CPEP(N)=421.00 CB RIM=429.92 IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32 7938400030 IE 24"CPEP(S)=425.32 17236 116TH AVE SE 7938400010 STEVENS D W I 17224 116TH AVE SE 3 7938400020 I ROLAND CALVIN+ 17232 116TH AVE SE MARY JEAN 0 COLLODI FLORIO+PATRICIA 1 I I 2 I I POINT NUMBER NORTHING EASTING ELEVATION DESCRIPTION CP1 162674.22 1305612.54 497.08 704-55.1 MIC CP2 167989.62 1305752.85 459.08 704-55.2MIC CP3 166635.89 1305684.34 435.45 704-55.3MW CP4 165363.76 1305641.18 447.93 704-56.4MW CP5 165533.46 1305702.72 432.51 704-56.5MW CP6 165330.94 1305670.61 448.16 704-56.6MIC CP7 165849.24 1305704.25 410.06 704-56.7MW CP8 166136.40 1305709.26 413.73 704-56.8MW CP9 1 166432.67 1 1305717.14 1 429.56 1 704-56.9MW R/W STA 00.00 CB RIM=43196 CB RIM=432.95 P. 1= 1YCPE 4IE 1(N))=429.95 N=166630.32 IE 24"CPEP(S)=428.26 IE 2"CMP(S=429.45 E= 1305710.80 IE 12"PVC(E)=428.86 SSMH RIM=4OPEN END 116TH AVE SE UNABLE )= OPEN INV B(BUILT(36 CONSTRUCTION CENTERLINE PER ASBUILT(39-15) 2823059124 17200 116TH AVE SE U S POSTAL SERVICE KCSP 185006 SURVEY MAPPING NOTES: HORIZONTAL DATUM: CITY OF RENTON-NAD 83/91 PER CITY OF RENTON CONTROL NETWORK. HELD CONTROL POINT NUMBERS 1863 AND 1868. 1863 N=167,989.62 FT. E=1,305,572.848 FT. 1868 N=162,674.21 FT. E=1,305,612.473 FT. VERTICAL DATUM: CITY OF RENTON-NAVD 88 PER CITY OF RENTON CONTROL NETWORK. HELD BENCH MARK 2110 2110-MONUMENT AT INTX OF 116TH AND PETROVITSKY RD ELEVATION=448.16 FT.(HELD) 1863 ELEV.=459.077 FT.(HELD) ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN AUGUST 2015, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION AND A FARRO 3D SCANNER, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 SURVEY NOTES: SEWER INFORMATION WAS GATHERED FROM ASBUILT PLANS FROM SOOS CREEK SEWER DISTRICT. REFERENCE PLANS DATED AUG. 1979, SHEET B-89, 2 OF 6. CASCADE SEWER DISTRICT BY WILLIAMS ROTH & ASSOCIATES. z 0 U) w �ICn rii6E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com C� >_ ° Z o 0- 5 r 0 (n Q d rn CV �ro-� Cn - I- m N dv' 0 0 U 0 CL m L�U/ ' � d LL O Y N m 0 m U J Q z W O Q F- IZ 0 z J V) = O Of W Q F- (l) O U W O z > Q W Of T iw Z) i V) F W TM Tom SCALE: DATE: AS SHOWN 8/26/16 Z DESIGNED BY: CHECKED BY: TIC RN JOB NUMBER 0 2D 40 80 15465 MERTZ. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C1.02 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 3 OF 20 z Q O w � � w Un cn w w cn O w w z m Q m 7 n �Ln N Ln �o �j o z0 � z � w 00 o. w � Ow J J � w I 2923059086 11526 SE PETROVITSKY RD I BLAYLOCK GERALD T+ KELLY C � I I I I CB RIM=433.42 _ MI / - IE 12"CMP(E)=430.52 / O I �I CONC. WALK =I w I $ � 10A. I 1 -r- • I ( I 1 11 +00 1 I I 1 I 2923059097 17445 116TH AVE SE KASTNER ETHELDA R ICB RIM=422.42 IE 12"CMP(N)=416.82 ICB RIM=424.19 IE 12"CMP(S)=416.92 IE 12"CMP(N)=419.39 CONC. WALK 1� G \ G \ W I \ \� 116TTOM CA H AVE \\ `\ \ G \ � N t0 CP 6+ 3 a ti a t> > P \ 12+0 \ \ \ \ \ \ \ `'\ '�to Q / w- / 8" AC/ WATERM IN / wl 1 / / S / / Uri \ i \DRWE` 1+ 0 _j ASPHALT I I /' GRAVEL I W \` SSMH RIM=438.64CL LID) �I� � LLB I� I 0DlP-UNABLE 0 OPEN INV 8"(N)=425.5' CB RI1.1=434.55 IiIII DRIVE PER ASBUILT INFO IE 12"CMP(N)=429.95 II ASPHALT I II 1 I I I I 2823059048 11602 SE PETROVITSKY RD REILLY M J M I 2823059057 17450 116TH AVE SE SAMORA SID I I \ ` \ 14+00 U J W 17 VV W SS // / // SS / C / // W / J W SD D / _ S� iSD. L SS SD / 2 U) / / J6_L� /�P OHL-- up / CONC. > �ASP% NC GRAVEL - - - - I cD SSMH RIM=419.54(CL LID) I / / J IE CL 8"PVC CHAN(N,S,SE)=405.34 - I I/ ' SDMH RIM-418.29 INV 8"(S)=407.0 I i INV E 24"CMP(N)=409.04 oPER ASBUILIT(39 013) r i I IE 12"CMP(S)=413.69 m 7938400110 I 2823059056 I 2823059062 17440 116TH AVE SE 17428 116TH AVE SE 17442 116TH AVE SE I ROBBINS GEORGE A+LINDA D BOUTON DEBRA A LE SON TRUONG I IE I � I SSMH RIM=411.42(CL LID) H IE CL 18"CHAN.(E,SW)=392.22 CB RIM=409.04 CB RIM=410.18 IE 18"CMP(N)=405.64 IE 18"CMP(N)=407.78 Q -412.00 CB RIM - IE 18"CMP(SW)=405.54 IE 18"CMP(S)-407.78 CV)IE IE 18"CMP(N)=409.10 12"CMP OVERFLOW=407.74 IE 12"CMP(W)=407.78 18"CMP(S)=409.00 W CONC. WALK S CO T- \ \ \ CONC. WALK / _ G \ G \ �/ - (%� _ \� \\ `\ 1 � ` G c G � %sa - SD CONC. WALK _ - CONC. WALk rn Z ` ` 15+00 --- D rn w w rn4 / ;S -_... ♦ c 0/SS I �_� S HL , /N V � \\\ / �I 1 i / I NOT FOUND ---/ I GRAVEL 7SMH RIM=\}11.86(CL LID) 1 I I I I INV 15"(E,W)=388.6 I III INV 8"(N,S)=396.85 1I I PER ASBUILT(39-8) \� I SD - OHL - _SS SDMH RIM=414.04 I CB RIM=409.82 IE 24"CMP(N)=409.04 IE 24"CMP(N)=405.72 OVERFLOW=411.54 w IE 24"CMP(SE)=405.67 IE 24"CMP(S)=409.04 , IE 24"CPEP=403.91 III IE 24"CPEP=405.36 I. 7938400090 7938400100 17408 116TH AVE SE 17420 116TH AVE SE I MARSHALL EUGENE D HANSEN RODNEY G+DEBRA S 10 9 SD - - OHL _SS G __ _ G G G SD SD/ SD 1 WH AVE SE w w 8" AC WATERMAIN w \ _ w w \ \ _ I I I w W S � OHL r - I OS OHL D SD SD SD U - - T1F - OHL UT - T S UT UT cc / _ UT OWL - UT -OHL Ss U_ _ T OHL CONC. - _ - - - - - � CHAINLINK FENCE -�-F 0 i�7� 0 / 0 ss • � � CONC. a \\ 0 \\ GRA�- I I Ir�o��0 w------- I ----- :O CB RIMA5.55 I/ - ------ CB RIM=411.62 / I a I IE 24"CPEP(N)-411.65 I IE 24"CPEP(N)=408.02 I SSMH RIM=412.83 10 IE 24"CPEP(S)=411.65 I I IE 24"CPEP(S)=408.02 IE CL 8 PVC CHAN.(N-S)=402.38 I CONC. I PER ASBUILT(39-14) IIE 8" N-S)=399.0 0 10 I 7938400060 0 I l \ 17314 116TH AVE SE I0 \ OWNER BRIAN E CB RIM=410.33 IE 24'CPEP(N)=406.58 7938400080 I 7938400070 \ 7938400050 IE .24"CPEP(S)=406.58 17400 116TH AVE SE 17322 116TH AVE SE I 6 I 17248 116TH AVE SE HADFIELD PETER I WATERS BOBBY C+ELSA VU TIEN H+NGAT THI LAI+VAN 8 I I 5 I 7 I i ( -i;AC FMCE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com _ Z E o w U 5 Y O (n Q d rn N 0 a/ '0 cn - r- m N yv' 0 0 U 0 ` a. m W '� d y y AdLL tl N m 0 m U J W Z O u) 0 O Z l___ V♦ = J Q W a of o (n z Ld v Ld W Z (7 � O Z_ (/) Q W X w F (10 TOM SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN Z JOB NUMBER 15465 SHEET: 0 10 20 40 CALL BEFORE C1.03 HORIz. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 4 OF 20 z Q O3: o w J � W (n U W W O W w z m w m 7� n �Ln N Ln �o �j o z0 r\ z � w 0� o. W � Ow J J W W CB RIM=416.86 IE 18"CMP(N)=413.7 IE 18"CMP(S)=413.71 H 6 � M W rn as !' rn G G Cn rn - rn . `+ > w \ 8 A \WATERMAIN _L �aS- 1 las W 010 T UT 17V'1 I1 TI I 1 I . I 1 I I I I I I I I I I1 1 I CB RIM=423.95 IE 18"CMP(N)-420.95 CB RIM=427.90 IE 18"CMP(S)=420.95 IE 18"CPEP(N)=424.40 IE 18"CPEP(S)-424.40 IE 18"CPEP(NW)=424.70 \ CONC. WALK as as G G / G- b^�' 116TH AVE SE c-' N o� T. \ C / i . 1I as sJ I Unul I s- I I I I I / I IT-7 COI CONC. I / � I 7938400030 7938400040 17236 116TH AVE SE 17240 116TH AVE SE STEVENS D W CURWOOD ROBERT J 3 4 SD 0 / GRAVEL ID SD UT _ tT OHL UT UT �6�fL / --I- ss ss I I I � I CONC. � CB RIM=424.60 IE 24"CPEP(N)=421.00 IE 24"CPEP(S)=421.00 7938400020 17232 116TH AVE SE COLLODI FLORID+PATRICIA 2 2923059143 17223 116TH AVE SE FENNELL TODD C I CB RIM=429.56 IE 18"CPEP(N)=425.41 I CB RIM=432.71 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01 IIE 18"CMP(S)=429.01 CONC. WALKSD D / ''u G ' G / - G / lOG-� G- C. +00 23+00 ICn w SD SD / OHL UT UP OHL _ _ - - CONC. WALK ASPH. 1 L CONC. CB RIM=429.92 IE 24"CPEP(N)=425.32 IE 24"CPEP(S)=425.32 7938400010 17224 116TH AVE SE ROLAND CALVIN+MARY JEAN 0 1 SS v � sS OHL Ss ss SS CB RIM=431.96 IE 12"CMP(N)=428.66 IE 24"CPEP(S)=428.26 IE 12"PVC(E)=428.86 SSMH RIM=432.70 UNABLE TO OPEN INV 8"(S)=420.8 PER ASBUILT(39-15) CB RIM=432.95 IE 12"CMP(N)=429.95 IE 12"CMP(S)=429.45 2823059124 17200 116TH AVE SE U S POSTAL SERVICE KCSP 185006 Z O Lv �I PACE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com c Zo U cY 0 N a/ z cn r- m N dv' 0 0 `` V $. m w =� LL y y tl m 0 m U J Q L U Z O 0 0 O Z II-_ V♦ = J Q LU a of o C/) Z " LLJ O Z Qx W X w W F (10 SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN Z JOB NUMBER 15465 SHEET: 0 10 20 40 CALL BEFORE C1.04 HORIz. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 5 OF 20 cn c� z_ Q I--, 0 0 0 0 w n, r� 0 n, z 0 U w 0 w I z 0 Q z 0 U c� z 0 0 0 z w w Q z Q z 0 U z 0 0 w z Q 0w w Un Un w cn w oil w z m w m 70 a_- 00Ln N Ln �o �j 0 I� z �w o. w � 0W I J � w .w Nr■■ w OVERFLOW=411.54 �� I IE 24"CMP(S)=409.04 IE 24"CPEP=403.91 I� I 7938400100 17420 116TH AVE SE HANSEN RODNEY G+DEBRA S 10 2923059097 2923059086 17445 116TH AVE SE STA: 10+73.30, 20.50'RT 2823059062 17440 116TH AVE SE I I 2823059048 I I 17428 116TH AVE SE 11602 SE PETROVITSKY RD 17442 116TH AVE SE I ROBBINS GEORGE A+LINDA D BOUTON DEBRA A REILLY M J M LE SON TRUONG 11 Q - I E- I i a IZI--� i ID SSMH RIM=411.42(CL LID) IE CL 18"CHAN.(E,SW)=392.22 CB RIM=409.04 CB RIM=410.18 . ,. . 1-1 .,.- ,.. IC iQ"rneo/nI\—nn-7 -7Q (.R RIM=419 nn IL L`t UFLr—YU ).J 7938400090 17408 116TH AVE SE MARSHALL EUGENE D 7938400060 I .0 17314 116TH AVE SE 10 OWNER BRIAN E 7938400050 6 I 17248 116TH AVE SE VU TIEN H+NGAT THI LAI+VAN I 5 TESC & DEMOLITION NOTES: 1❑ CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS �2 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-00 �3 INSTALL INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 ON NEWLY INSTALLED CB'S 4] EXISTING UTILITY TO REMAIN AND BE PROTECTED DURING CONSTRUCTION �5 PROTECT EXISTING LANDSCAPE FEATURES OR STRUCTURES Ln �6 REMOVE EXISTING CONCRETE CURB, GUTTER, N AND/OR SIDEWALK AS REQUIRED FOR + INSTALLATION OF IMPROVEMENTS TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR PROVIDE SAWCUT Q SAWCUT AND REMOVE ASPHALT PAVEMENT, (j) J LIMITS PER PLAN W W m SAWCUT AND REMOVE EXISTING ASPHALT OR Z CONCRETE DRIVEWAY. LIMITS PER PLAN J W ❑9 REMOVE EXISTING STRIPING OR PAVEMENT _ U) MARKING 10 GRIND EXISTING PAVEMENT (MIN. 2" BELOW Q PROPOSED FINISHED GRADE) GENERAL NOTES: Ln +T- 000 av Cl)w Ww z_= J = W C� W Q CATCH BASIN AND INLET PROTECTION SHALL BE PROVIDED AND MAINTAINED AT ALL EXISTING AND PROPOSED CATCH BASINS PRIOR TO AND FOR THE DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT SHOWN ON TESC PLANS FOR CLARITY. 2. STRAW WATTLES TO BE INSTALLED PER THE CITY OF RENTON STD PLAN 213.40 AS DIRECTED BY THE ENGINEER. LEGEND PAVEMENT REMOVAL INLET PROTECTION HIGH VISIBILITY SILT FENCE SAWCUT PAVEMENT GRINDING Z 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet I z 1 0 �ICn .--"'i r E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com C� ° 16 E o I� -SU cY p Cf) Q d to N �� Cn o - r-m N yv' 0 p C U 9 a.8 m U/ L� ' Z d LL 'a O N Y V N m 0 M U J Q W o o z 0 F-cf)_ — z J 0- - O W Q w ( tl o Q Z Z W O Q z co QLLI L F W TM Tom SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE C2.00 YOU RODUNDSERMCE (USA) SHEET# 6 OF 20 w ti a TESC &DEMOLITION NOTES: 01 w z Q Ow 00 w Un Un w w cn O w w z m w m 70 a_- 0)Ln N Ln �o �j ozo r\ z �w o. w � Ow J J 11 w CB RIM=416.86 IE 18"CMP(N)=413.76 CB RIM=423.95 IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95 1--r9](NP.) IE 18"CMP(S)=420.95 7 (TYP.) I Cn G as t1tE I as UT 60LF 7938400040 17240 116TH AVE SE CURWOOD ROBERT J 4 V as \ - i c- -/ -- ---7/-G i 6 TYP.� %IV /I / CONC / 2 20LF CB RIM=427.90 IE 18"CPEP(N)=424.40 ](TYP.) IE 18"CPEP(S)-424.40 E 18"CPEP(NW)=424.70 CONC. WALK I 116TH AVE SET SD // $'D GRA EL / OHL u �1 T Ss / - - I e I I I I /�, I � I '' I i CONC. I LJ-' I 7938400030 17236 116TH AVE SE STEVENS D W 3 I 4 OHL - UT - SS • CB RIM=424.60 IE 24"CPEP(N)=421.00 IE 24"CPEP(S)=421.00 7938400020 17232 116TH AVE SE COLLODI FLORIO+PATRICIA 2 14 i ]80LF 4 2923059143 17223 116TH AVE SE FENNELL TODD C STA: 21 +44.44, 5.00'LT 7 6 AP CB RIM=429.5 I IE 18"CPEP(N) 425.41 IE 18"CPEP(S-425.36 I - - I STA: 21 +86.00, 2.23'LT 6 7 AP IM=432.71 STA: 21 +86.00, 9.3 R'rup(N)=429.01 AP IE 18"CMP(S)=429.01 CONC. WALK SD SF) - M 122+00 �\ ISTA: 21 +93.98, 12.77'RT 6 7 AP SD SD / / OHL UT OF / OHL Z - CONC. WALK .S ss f 5 CO A CB RIM=429.92 L IE 24"CPEP(N)=425.32 IE 24"CPEP(S)=425.32 7938400010 17224 116TH AVE SE ROLAND CALVIN+MARY JEAN 0 1 SPH. \I �O 30LF 2 C. im CB RIM=431.96 0 IE 12"CMP(N)=428.66 I� IE 24"CPEP(S)=428.26 IE 12"PVC(E)=428.86 SSMH RIM=432.70 UNABLE TO OPEN D INV 8"(S)=420.8 PER ASBUILT(39-15) 1 OHL - s= - CB RIM=432.95 IE 12"CMP(N)=429.95 IE 12"CMP(S)=429.45 2823059124 17200 116TH AVE SE U S POSTAL SERVICE KCSP 185006 1❑ CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS ]2 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLAN 1-30.17-00 ] INSTALL INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00 ON NEWLY INSTALLED CB'S 4] EXISTING UTILITY TO REMAIN AND BE PROTECTED DURING CONSTRUCTION ] PROTECT EXISTING LANDSCAPE FEATURES OR STRUCTURES ] REMOVE EXISTING CONCRETE CURB, GUTTER, AND/OR SIDEWALK AS REQUIRED FOR INSTALLATION OF IMPROVEMENTS TO THE NEAREST JOINT BEYOND THE IMPROVEMENTS OR PROVIDE SAWCUT ]7 SAWCUT AND REMOVE ASPHALT PAVEMENT, LIMITS PER PLAN SAWCUT AND REMOVE EXISTING ASPHALT OR CONCRETE DRIVEWAY. LIMITS PER PLAN ]9 REMOVE EXISTING STRIPING OR PAVEMENT MARKING z 1 0 Ld 10 GRIND EXISTING PAVEMENT (MIN. 2" BELOW PROPOSED FINISHED GRADE) GENERAL NOTES: pj= An Engineering Services Company 1. CATCH BASIN AND INLET PROTECTION SHALL BE 11255 Kirkland Way, Suite 300 PROVIDED AND MAINTAINED AT ALL EXISTING AND Kirkland, WA 98033 PROPOSED CATCH BASINS PRIOR TO AND FOR THE p. 425.827.2014 f. 425.827.5043 DURATION OF CONSTRUCTION OPERATIONS. PROPOSED CATCH BASINS AND PROTECTION MEASURES NOT ...................................................... Civil I Structural Planning I Survey SHOWN ON TESC PLANS FOR CLARITY. WWW, paceengrs.com 2. STRAW WATTLES TO BE INSTALLED PER THE CITY OF RENTON STD PLAN 213.40 AS DIRECTED BY THE s ENGINEER. z_ £ o 0U cY 0 Cn LEGEND Q d � CV r- Cn m � > c N O U ` ` $. m PAVEMENT REMOVAL NW O Y m 0 m U INLET PROTECTION HIGH VISIBILITY SILT FENCE SAWCUT PAVEMENT GRINDING J Q W o o Q J Z J ill (n - O :2 W Q W (� t� o Q W Z Z O> 11-- Q z c0 Q L Z F W TM Tom SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN Z JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C2.01 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 7 OF 20 2923059097 17445 116TH AVE SE STA:14+24.75. 1 1.00' RT ROADWAY & DRAINAGE NOTES: w z Q Ow 00 w cn Un w w oil w z m w m 7� 0 O Ln Ln r, N Ln �o o z0 r\ z \w o. w � OW J J � w I - CONC. WALK 1 v I col Ip G 4 N 1 I M _ 10 00 ; F-I II II II 116TH Al 11 +q0 I I LV I 5 4 I l w w-�! / ��N� R/W—� ., ASPHAL I 8 I\ H RIM=438.64(CL LID) (/� I C3.03 DIP —UNABLE TO OPEN rn I INV 8"(N)=425.5' CB RIM=43.4.5' I DRIVE ASPHALT PER ASBUILT INFO IE 12"CMP(N)=429.9' m I I I � O r � I o 2823059048 11602 SE PETROVITSKY RD . i REILLY M J M 460— PVI STA:10+88.06 PVI ELEV:442.84 455— K:11.65 20.00' VC 00 ON 0� (0 0LO 00 ++ o6 vi � PVI STA:1 1 +41.53 450— PVI ELEV:438.29 o+ o+ K:32.31 cn �w �w > 0 20.00' VC N N 5; J U m U w ww m w 445 - ....................`.��.. , ............. + + �Li -6 79g 6r > &i > m Ld m w 440— ...... ...... . PROPOSED FINISH GRADE AT FLOWLINE 435- ..... 430 -.......................................................................... 425 -...................................................... 420- 415 FG @ FLOWLINE (TYP.) 410- 17 N 00 O N �r- N �r- 0LO w `n "� O 00 1 M rl� M t CD w 0 10+00 1 1 +00 17442 116TH AVE SE LE SON TRUONG 18.38 I 2823059056 3.69 (12�'EXIST S IN) 17428 116TH AVE SE ).04 (12"CPEP .W IN) ).04 (24"EXIST I N OUT) BOUTON DEBRA A Q LO N �o Q V W W W Z_ = J Vn = W U W H C/) a •e —455 —450 —445 LO N —440 Q Cf) -435 LLJ z_ J U -430 Q Ln 0 _ N 0 co 0)0 r- DON N �� r7�j �LO �n NLn N� N00 I- r': L6 Ln L6 r7 p O pp r- (6 N � �j � 0 0-) pp CD CD CD CD w � w � w � w � 12+00 13+00 14+00 14+25 -425 -420 -415 -410 l• • 1O CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR 0 DETAILS O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY OF RENTON STD PLAN 102 4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER TYPICAL ROADWAY SECTION ON SHEET C3.03 O5 MATCH NEW SIDEWALK FINISH GRADE TO EXIST. SIDEWALK GRADE PRIOR TO DRIVEWAY. O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE R1 AND R 1 B PER CITY OF RENTON STD PLANS 104-104.4. z TYPE A PER DETAIL ON SHEET C3.04. STATION AND U) O OFFSET SHOWN IS AT CENTER OF DRIVEWAY AND FACE a U) OF CURB. DRIVEWAY PROFILES ON SHEET C3.05. BACK w OF SIDEWALK TO ROW MATERIAL TO BE ASPHALT FOR EXISTING ASPHALT AND GRAVEL DRIVEWAYS AND C: CONCRETE FOR EXISTING CONCRETE DRIVEWAYS. O7 CONNECT PROPOSED STORM SYSTEM TO EXISTING o STORM DRAIN � w O ADJUST EXISTING CATCH BASIN OR MANHOLE TO FINISH 0 o GRADE O9 ADJUST WATER VALVE BOX TO FINISH GRADE PER CITY OF RENTON STD PLAN 330.1 10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET C3.03 11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID WITH Pj= E SOLID LOCKING NON SLIP COVER An Engineering Services Company 12 ADJUST WATER METER BOX TO FINISH GRADE 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 13 ADJUST HYDRANT TO FINISH GRADE, REMOVE AND p. 425.827.2014 f. 425.827.5043 DISPOSE OF EXISTING BOLLARDS Civil � Structural � Planning I Survey 14 CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING WWw. aceengrs.com PRIOR TO CONSTRUCTION 15 NOT USED 0�)O 16 NOT USED Z_ E o °" '� ' cn 17 PROVIDE ADDITIONAL CONCRETE SIDEWALK WIDTH OF 3' Q 5; O d N r- m O AT STA. 13+30 AS SHOWN ON PLANS TO PROVIDE ADA N CLEARANCE BEHIND NEW TYPE 2 MAILBOX SUPPORT no GENERAL NOTES 1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO FACE OF CURB UNLESS LISTED OTHERWISE. 2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM STRUCTURES ARE TO CENTER OF STRUCTURE. SEE SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL. 3. EXISTING GRADE PROFILE SHOWN IS AT CONSTRUCTION CENTERLINE. FINISH GRADE PROFILE SHOWN IS AT FLOWLINE. 4. DISTURBED AREA EAST OF THE SIDEWALK, INCLUDING PRIVATE PROPERTY TO BE REPAIRED AND REPLACED IN KIND USING, GRAVEL, SOD, BARK MULCH AND/OR TOPSOIL. ALL PRIVATE UTILITIES TO BE REPAIRED OR REPLACED IF DESTROYED DURING CONSTRUCTION. 5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY LOCATION AND DEPTH AT ALL PROPOSED UTILITY CROSSINGS. POTHOLE DATA TO BE PROVIDED TO ENGINEER IF THERE IS A CONFLICT. 6. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT-OF-WAY OF NOVEMBER 23, 2005 (PROWAG). 7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE OF RIGHT OF WAY. THERE SHALL BE NO DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE EXCEPT FOR DRIVEWAY SMOOTHING/PAVING ACTIVITIES. 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet U) W U) W Q Z r Ld 0 W Q J Z O Q Of 0- 0 Q Q C� J Z_ 0- 0 W Qry (n W � Q Q o � Q O ry SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE C3.00 YOU81 DIG �GRMCE (USA) SHEET# 8 OF 20 cn U z I--, Q n, 0 0 0 U w m i 0 n, z 0 U U w 0 0' I z 0 Q z 0 0 m z 0 U 0 0 i z w w U Q z Q z 0 U m z 0 U oLn , Ln oClioo 0 z �w o. w � 0W J J � w CR 3_ CON('_ I N I FT RFPAIR FAII IN(; PA\/FAAFNT W / � D M0 M cf)r = Z MM j W 0 1 wD O � O Cif L It L+ I.IVIY' 14)= +uJ.U+ OVERFLOW=411.54 IF'24" CMP(S)=409.04 CB 2, CONC. INLET REPAIR FAILING PAVEMENT W/ 12-INCHES COMPACTED DEPTH HMA. PPPAIP PPr)k/PKI PICPPC Af1.II ICT CB 8. CONC. INLET REPLACE W/CB TYPE 2, 48" � 24" EP=405.36 JIH:I�t�/.IJ, LJ.JV I 3 I J AP I ROUND SOLID LOCKING RING , 3 A:15+31.67, 23.50 RT- CB 9, CONC. INLET I AP i 7938400060 AND COVER NON -SLIP V. FIELD VERIFY LOCATION I 3 EXISTING STA:15+26.88, 21.22'RT HERRINGBONE FRAME & GRAT .17, 23.51'RT 3 C3.03 \ 17314 116TH AVE SE I BLOCK WALL RIM=409.62 I 7938400090 STA:15+96. 1, 28.56'RT AP OWNER BRIAN E IE=405.47 24"CPEP N ( IN ) 17408 116TH AVE SE RIM=410.20 I CB (1 IE 24"CPEP N =410.33 7938400080 I 7938400070 =406.58 ' STA:18+27.55, 23.50 RT 3 7938400050 IE=405.57 (24" CPEP S OUT) IE=407.00 12"CPEP NW OUT IE �24"CPEP(S)=406.58 17400 116TH AVE SE 17322 116TH AVE SE I AP 6 I 7938400100 MARSHALL EUGENE D REPLACE W/CB T�P 2, 48" HADFIELD PETER WATERS BOBBY C+ELSA 17248 116TH AVE SE VU TIEN H+NGAT THI LAI+VAN 17420 116TH AVE SE � ROUND SOLID LOCKIIIIJG RING I CB 7 EXIST HANSEN RODNEY G+DEBRA S AND COVER NON -SLIP 7 8 11 ['.TA.4 C . n A C7 nr% n4 9P7T L2 I 11 8 7 STA:18+51.72, 17.34'RT 5 IE=411.65 (24"EXIST S OUT)I IE=406.58 (12"CPEP W IN) IE=406.55 (24"CI EF S OUT) ..g PVI STA:15+01.66 LOW PT. STA:15+84.31 PVI ELEV:410.58 LOW PT. ELEV:410.12 K:12.79 PVI STA:15+89.93 75.00' VC PVI ELEV:410.03 K:30.62 435- .................. o .......... 5000' VC (o- V)ao V)ao + + 0)- 0) N -q- LOp o �w U U +-q- cii > Um cii > Uw � �w o �w 430- ...................m ...... ....... w Um Uw m w LOW PT. S:15+64.03 425- N .............. PVI STA:15+12.31 LOW PT. EV:409.87 .......... PVI STA+65.39 + PVI ELEV:410.43 PVI EL409.77 PVI STA: 17+89.94 K:8.89 K:1f.9 1 PVI ELEV:412.03 0 40.00' VC CB 3 CONC. INLET K:43.48 0 30.0 VC , o co co STA: 15+84.02, 10.08 RT 200.00 V 420- Q .... 00 ,�`n ''� °irn too o RIM 410.04 ..... �n ............................... � o rn _ rro o o a; o 0 o IE IN= 406.91 (12" S) �? CB 8 CONC. INLET -0) + + 00 co � o N ' LO + + o IE OUT= 406.91 (12" N) a00 STA: 18+51.72, 10.08 RT V) Q + + � RIM= 415.67 N v v I�i I�i coo co EXISTING GRADE U cii > cii > U U -0) w AT CONSTRUCTION IE OUT= 412.80 (12" E) LLJ > > m > w C) m 0 w Q No cii > CENTERLINE 415 - Z ..�� 0- w m w > w . . . . . . .> m. . J �. II m -___-- > J Z _ _ 0-w Q -----4.-GG%---------- - 410 - ..... ......... ......................... ............ -1.25% 20LF PROPOSED FINISH CREEK CULVERT CROSSING IE=403.91 AT OUTFALL 12"CPEP GRADE AT FLOWLINE 0 SUBSURFACE S=1.40% DRAIN (TYP.) 405- REVISED ELEVATION AT FLOWLINE I I CB 4 CONC. INLET �� STA: 15+64.04, 10.08 RT CB 2 CONC. INLET RIM= 410.21 STA: 16+04:00, 10.08 RT EXISTING ELEVATION AT IE OUT= 407.20 (12" N) RIM= 410.21 IE IN= 406.63 (12" S) PROPOSED ROADWAY CROWN 20 LF 12"CPEP S=1.45%�� 400- IE OUT 406.63 (1 2 E) C) DO �M N� �`)� O N N 00 CT; 0ar; 06 �:- �0 0 395- ROADWAY & DRAINAGE NOTES: 1O CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101 O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY OF RENTON STD PLAN 102 4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER TYPICAL ROADWAY SECTION ON SHEET C3.03 O O5 NOT USED ♦ N 0000 O O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER M PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD Q U PLANS 104-104.4. TYPE A PER DETAIL ON SHEET C3.04. STATION AND OFFSET SHOWN IS AT CENTER (j) OF DRIVEWAY AND FACE OF CURB. DRIVEWAY LU PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO W W ROW MATERIAL TO BE ASPHALT FOR EXISTING Z = ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR J EXISTING CONCRETE DRIVEWAYS. VLV O7 CONNECT PROPOSED STORM SYSTEM TO EXISTING LV STORM DRAIN ~ Cn O8 ADJUST EXISTING CATCH BASIN OR MANHOLE TO CQ G FINISH GRADE O9 ADJUST WATER VALVE BOX TO FINISH GRADE PER CITY OF RENTON STD PLAN 330.1 10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET C3.03 11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID WITH SOLID LOCKING NON SLIP COVER 12 ADJUST WATER METER BOX TO FINISH GRADE 13 ADJUST FIRE HYDRANT TO FINISH GRADE, REMOVE AND DISPOSE OF BOLLARDS 14 CONTRACTOR TO POTHOLE EXISTING UTILITY CROSSING PRIOR TO CONSTRUCTION 15 INSTALL THRU CURB INLET WITH 131 DIRECTIONAL VANE GRATE PER CITY OF RENTON STD PLAN 203.0. 16 PROVIDE 3' WIDE x 10' LONG CONCRETE PAD BEHIND SIDEWALK AT BUS STOP LOCATION SHOWN ON PLANS. CONSTRUCT PAD PER SIDEWALK REQUIREMENTS ON CITY OF RENTON STD. PLAN 102. -440 GENERAL NOTES 1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO FACE OF CURB UNLESS LISTED OTHERWISE. 2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM - 43 5 STRUCTURES ARE TO CENTER OF STRUCTURE. SEE SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL. 3. EXISTING GRADE PROFILE SHOWN IS AT CONSTRUCTION CENTERLINE. FINISH GRADE PROFILE SHOWN IS AT FLOWLINE. -430 4. DISTURBED AREA EAST OF THE SIDEWALK, INCLUDING PRIVATE PROPERTY TO BE REPAIRED AND REPLACED IN KIND USING, GRAVEL, SOD, BARK MULCH AND/OR TOPSOIL. ALL PRIVATE Ln UTILITIES TO BE REPAIRED OR REPLACED IF -425 DESTROYED DURING CONSTRUCTION. + DO 5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY LOCATION AND DEPTH AT ALL PROPOSED UTILITY CROSSINGS. POTHOLE DATA TO BE PROVIDED TO ENGINEER IF THERE IS A CONFLICT. Q -420 6. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC LLJ RIGHT-OF-WAY OF NOVEMBER 23, 2005 z (PROWAG). -415 J 7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND Z CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE (, OF RIGHT OF WAY. THERE SHALL BE NO DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE Q -410 EXCEPT FOR DRIVEWAY SMOOTHING/PAVING � ACTIVITIES. 0 r co � Ln0) r- M co M elf) r- co 00 � - 0o ON 00- 0 O OM 00 0o (N Nip Apo U) � I-0 O N 0 r- -t r- 00 co U') r - M rq N 0 06 -6 o o N N N rq N �_ Ln 0 0 0 CD L 14+25 15+00 16+00 17+00 18+00 18+75 -405 'ml -395 (1 Z 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet co N O N O N \ I� N \ N w Q m U Z o (n =:) - M z 0 U) N H N 7) Q I w N Z Q �p Q L> W Z J o U CL w w M > w 0 W N Z U Q LZ m a 0 0 z0 Q � OU U Q U L CPJ=E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com U) W U) W Q Z Tom Tom C� 2 Z 16 E 2 E_2 20 n _ d W N 0 M m y'o 0 O '' C C� ` a �M m w =1; a y d V m O m U Ld 0 W Z L� Q O Of Of I) 0- 0 Q Q C� J Z 0- Q (w Of LLI � Q Q = Q O Of SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE C3.01 YOUDIG �GRMCE (USA) SHEET# 9 OF 20 cn C� z Q n, 0 0 0 U W n, 0 n, z 0 U U w 0 w w I z 0 Q z 0 U w cn z 0 U 0 0 i U z w w Q z Q z 0 U w Un z 0 U w z Q Ow 00 w Un Un w cn w U w w z m �Q m 7� n 0 Ln Ln rl-) N Ln �o �j o z0 r\ z �w o. w � Ow J J a- w REMOVE CURB, GUTTER, DRIVEWAY ENTRANCE. WIDEN DRIVEWAY ENTRANCE TO MATCH EXISTING DRIVEWAY EDGE ON SOUTH SIDE CB RIM=416.86 IE 18"CMP(N)=413.76 CB RIM=423.95 (D 2923059143 I \ \ 17223 116TH AVE SE STA:21 +94.00, 16.68'RT 2 3 4 O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR 00 `n FENNELL TODD C END SECTION C DETAILS MATCH EXISTING O2 INSTALL CEMENT CONCRETE TRAFFIC CURB AND 2 3 4 STA:21 +86.00, 13.77'RT I GUTTER PER CITY OF RENTON STD PLAN 101 ROADWAY & DRAINAGE NOTES: / IE 18"CMP(S)=413.71 IE 18"CMP(N)=420.95 CB RIM=427.90 AP I IE 18"CMP(S)=420.95 IE 18"CPEP(N)=424.40 CB 1 29.56 O3 INSTALL CEMENT CONCRETE SIDEWALK PER PER CITY IE 18"CPEP(S)=424.40 IE 18"CPEP(N)=425.41 I CB RIM=432.71 OF RENTON STD PLAN 102 IE 18"CPEP(NW)=424.70 IE 18"CPEP(S)=425.36 IE 18"CMP(N)=429.01 \ 2 3 4 AIA:21+44.44, 1.00 RT I IE 18"CMP(S)=429.01 4O RECONSTRUCT HOT MIX ASPHALT ROADWAY PER _ TYPICAL ROADWAY SECTION ON SHEET C3.03 M \ (7) CONC. WALK � � + m as(IS _ NOT USED 0 CONC. WALK o N m = c/ 1 (A � - I -So -SD--- _ D O6 INSTALL CEMENT CONCRETE DRIVEWAY, TYPE PER Q ,� f �� 116TH A E S G - G �� S� / Ld PLAN. TYPE R1 AND R1 B PER CITY OF RENTON STD _�� "' / , PLANS 104-104.4. TYPE A PER DETAIL ON SHEET U) z m Z 19+00 / - - - /L - T - - - - - - - - - - - - _ _ - �� 8 11 �O / G - C3.04. STATION AND OFFSET SHOWN IS AT CENTER w m m 2 +00 - - - - - - - - - - - - - - - - - - - - - - �� IL OF DRIVEWAY AND FACE OF CURB. DRIVEWAY 0 z (n N 9 ` 21+00 - - - - j� PROFILES ON SHEET C3.05. BACK OF SIDEWALK TO Y w I11 P 2 ` - - �`+00 ROW MATERIAL TO BE ASPHALT FOR EXISTING Q D v �I 6' �'7�0 \ 10 TYP ��9 -� % 23+00 ASPHALT AND GRAVEL DRIVEWAYS AND CONCRETE FOR � m w W - / EXISTING CONCRETE DRIVEWAYS. > - _57< ° CIO l ut_ ° ° I rn ° / s �o SD - W / �7 NOT USED o ♦ -- ---- -- T ° ° / ° > 0� ° S _ z ' / z � I --us 1rtT'-- -�- - ---u oHL � T � o�- - o a - w U w / � -- - � �° ° _ _ O8 ADJUST EXISTING CATCH BASIN OR MANHOLE TO o � o cif I 1 S ss ,--------ox� ° oH� _ - - CONC. WALK Q - -- T - FINISH GRADE Q � 12 3 TYP / 6 i - - I - - I 6 - -�� \ - - I _ S A� / S PH. ss SS SS OHL ' 6 / I O 0 ADJUST WATER VALVE BOX TO FINISH GRADE PER L 16' ' ` I 6CITY OF RENTON STD PLAN 330.1 MATCH EXISTING 6 RAMP OR S � / l STA:19+88.12 15 j I 16 � - NEEDED TO EET I I I S A 2 7 I �� k.w 8 BACK OF SIDEWALK z 0 Ld i / 11'M•RT I • �O%7 ' a � �" l C0 I 10 INSTALL SUBSURFACE DRAIN PER DETAIL ON SHEET 8� MAX SLO � CONC. I / TYPE R 1 B I 1 1.00 RT �' � � > STA:21 +53.1 AT STA 21 +94 C3.03 II / I i TYPE R16 I 11.00'RT CB RIM=431.96 CB RIM=432.95 3 A:19+77.48, 23.50'Rf ' S A:20+96.08, 23.50'RT TYPE R1 B I I IE 12"CMP(N)=428.66 IE 12"CMP(N)=429.95 11 REPLACE EXISTING CATCH BASIN OR MANHOLE LID P 3 IE 24"CPEP(S)=428.26 IE 12"CMP(S)=429.45 WITH SOLID LOCKING NON SLIP COVER Pj= MATCH SOUTH I I CB RIM=424.60 TA:21 +25. 0, 23.50 RT 3 IE 12"PVC(E)=428.86 An Engineering Services Company P SSMH RIM=432.70 STA:19+13.97, 23.50 RT IE 24"CPEP(N)=421.00 UNABLE TO OPEN 11255 Kirkland Way, Suite 300 EDGE OF EXISTING I 12 NOT USED 3 CB RIM=429.92 ()_ Kirkland, WA 98033 DRIVEWAY I AP � IE 24"CPEP(S)=421.00 IE 24"CPEP(N)=425.32 INV 8" S -420.8 13 NOT USED 7938400020 IE 24"CPEP(S)=425.32 PER ASBUILT(39-15) O p. 425.827.2014 1 f. 425.827.5043 7938400030 17232 116TH AVE SE 2823059124 7938400040 I I 14 NOT USED ...................................................... I17236 116TH AVE SE COLLODI FLORIO+PATRICIA 7938400010 17200 116TH AVE SE Civil I Structural I Planning I Survey 17240 116TH AVE SE STEVENS D W U S POSTAL SERVICE 15 NOT USED www. paceengrs.com CURWOOD ROBERT J I I 2 17224 116TH AVE SE 3 I 4 ROLAND CALVIN+MARY JEAN 0 I KCSP 185006 GENERAL NOTES 1. ALL DIMENSIONS, STATIONS AND OFFSETS ARE TO FACE OF CURB UNLESS LISTED OTHERWISE. 2. STATION, OFFSET AND RIM ELEV. FOR ALL STORM STRUCTURES ARE TO CENTER OF STRUCTURE. SEE SHEET C3.04 FOR STRUCTURE PLACEMENT DETAIL. 3. EXISTING GRADE PROFILE SHOWN IS AT CONSTRUCTION CENTERLINE. FINISH GRADE PROFILE SHOWN IS AT FLOWLINE. 4. DISTURBED AREA EAST OF THE SIDEWALK, INCLUDING PRIVATE PROPERTY TO BE REPAIRED AND REPLACED IN KIND USING, GRAVEL, SOD, BARK MULCH AND/OR TOPSOIL. ALL PRIVATE UTILITIES TO BE REPAIRED OR REPLACED IF DESTROYED DURING CONSTRUCTION. 5. CONTRACTOR TO POTHOLE AND VERIFY EXISTING UTILITY LOCATION AND DEPTH AT ALL PROPOSED UTILITY CROSSINGS. POTHOLE DATA TO BE PROVIDED TO ENGINEER IF THERE IS A CONFLICT. 6. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHT-OF-WAY OF NOVEMBER 23 2005 c� C 2 Z cY 0 Cf) Q d N �'0 Cn To r m �, > c_ N O U C`` L m U/ L� ' � d LL 'a O N Y V N m 0 m U 425- n .......... -425 (PROWAG). EXISTING GRADE __ LLJ AT CONSTRUCTION �- 7. ALL WORK MUST STAY WITHIN RIGHT OF WAY AND J L W Z CENTERLINE CONSTRUCTION LIMITS AND CANNOT GO OUTSIDE Q ' OF RIGHT OF WAY. THERE SHALL BE NO Q J PROPOSED FINISH Z L� _ GRADE AT FLOWLINE DISTURBANCE OUTSIDE OF RIGHT OF WAY LINE - 420- U -420 EXCEPT FOR DRIVEWAY SMOOTH ING/PAVINGW Z Of Of ACTIVITIES. 00 p 0- Z = Q 415- SUBSURFACE ................ ...... -415 W Q Q DRAIN (TYP.) Z_ I0- � W W zo cn > Ld z > 410- -410 Q Ld Q Q FG @ FLOWLINE (TYP.) Q (0 0 405- -405 r _ Ln rn N rn 00 N Ln CO CN N 06 N n U N n 0 C NN NN NN NN N N � � nn n �n LL- n rl� LLJ L- 0 0 " � -� "t 0 " � " � " � 0 - � 4� t � CD -t -t SCALE: DATE: w� w� w� w w AS SHOWN 8/26/16 Z DESIGNED BY: CHECKED BY: 18+75 19+00 20+00 21 +00 22+00 23+00 TC RN JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C3.02 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 10 OF 20 w > Q S Q0 LO Ln i cn 0 z Q n, 0 0 m 0 0 W m r� 0 n, z 0 0 U w 0 I z 0 Q z 0 cn z 0 0 0 0 U z w w CD Q z Q z 0 0 m cn z 0 0 VARIES PER PLAN MATCH EXISTING_ ROADWAY SECTION - TYPE A NTS - STA:10+68.87 TO STA:13+07.46 3' 6.5' 2' SIDEWALK CURB / 5 / 12 1.75% / 8 11 \ \ *OR AS REQUIRED FOR STORM IMPROVEMENTS 3' ROADWAY SECTION - TYPE B NTS - STA:13+07.46 TO STA:14+12.75 (TRANSITION TO SECTION C STA14+12.75 TO STA14+24.75) 5' 1 1 ' 0. 5' TO 6.5' 6' 2' PLANTER/ SIDEWALK 13 I CURB 6' 6 10' 5 / 1.75% 1.75% / —r =— 4 II 9 II \ 2 11 \ \ \ 1 3 *OR AS REQUIRED FOR ROADWAY SECTION - TYPE C STORM IMPROVEMENTS NTS - STA:14+24.75 TO STA:21 +92.91 PLAN STREAMBED COBBLES PER WSDOT STD SPEC 9-03.1 1(2) ir) �INSTALL SOD AND 6" TOPSOIL a o - o Of - 0 N SUBSURFACE DRAIN NTS CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE PER WSDOT STD. SPEC. 9-33.2(1) 360' MIN. GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC. 9-03.12 (4) PLANTER SECTION SIDEWALK FINISH GRADE TYPICAL ROADWAY NOTES: O1 2" HMA, CLASS 1 /2" PG 64-22 T 4" ASPHALT TREATED BASE O3 4" CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102. O4 6" CRUSHED SURFACING BASE COURSE O5 CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER CITY OF RENTON STD PLAN 101. DEPRESSED CURB SECTION AT DRIVEWAY TYPE R1 AND R1 B PER CITY OF RENTON STANDARD PLAN 104-104.4. DEPRESSED CURB SECTION AT DRIVEWAY TYPE A PER DETAIL ON SHEET C3.04. SEE SHEETS C3.00-3.02 FOR FLOWLINE ELEVATIONS, AS SHOWN IN PROFILE. O6 SAWCUT 24" MIN FROM EDGE OF PAVEMENT, UNLESS SHOWN OTHERWISE ON PLANS. O7 SUBGRADE COMPACTED TO 95% OF MAXIMUM DENSITY. SUBGRADE TO CONSIST OF UNDISTURBED NATIVE MATERIALS OR GRAVEL BORROW. O FINISH GRADE NOT TO EXCEED 4:1 IN CUT/FILL AREA, UNLESS SHOWN OTHERWISE ON PLANS. O9 SUBSURFACE DRAIN AND SWALE. SEE DETAIL ON THIS SHEET. 10 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS. 11 4" CRUSHED SURFACING BASE COURSE 12 4" CRUSHED SURFACING BASE COURSE BETWEEN BACK OF WALK AND EXISTING RETAINING WALL FROM STA 10+70 TO 1 1 +70 13 GRIND EXISTING PAVEMENT (MIN 2" BELOW PROPOSED FINISHED GRADE SIDEWALK FINISH GRADE 6" TOPSOIL 1' 4 4 z] III I' in STREAMBED COBBLES PER WSDOT STD SPEC 9-03.1 1(2) PLANTER SWALE NTS SIDEWALK FINISH GRADE co 0 0 0 0 LLJ 5�) 4 —�Tm) 0 0 0 0 0 o CONSTRUCTION 04 GEOTEXTILE GRAVEL BACKFILL 36" FOR UNDERGROUND FOR DRAINS PER MIN. DRAINAGE PER WSDOT STD. SPEC. WSDOT STD. SPEC. 9-03.12 (4) 9-33.2(1) BEHIND SIDEWALK SECTION SIDEWALK FINISH DRIVEWAY GRADE 30' ROW 7' _, _ 13' SIDEWALK SB TL 5.5' S TB RN 5.5' SB TRN 10 30' ROW 18' NB TL EXIST I EXIST -TT-TTI TTTTTT TT--TT-TTT- TT--TT--TT-7 III I I I III III III_ FULL ROADWAY SECTION - 1 (APPROX. STA 10+80 NTS 7' SIDEWALK 30' 30' ROW 16' SB TL 777 EXIST T�-TT -TTI -TTT 5' 1 1 ' NB TL 10 NB TL I 13 6' 6 10' ----- -- FULL ROADWAY SECTION - 2 (APPROX. STA 13+95) NTS 30' ROW 7' _ , _ 16' SIDEWALK SB TL 5' NB TL I 13 6' EXIST --TT 771=--TT-TTI -TTI, TT, TT- --- I I I - ROW 6.5' SIDEWALK CURB 30' 2' ROW 1 1 ' 6.5' 6' 10 NB TL PLANTER/ SIDEWALK CURB 10' -11 III III Ili III 6.5' SID WALE CURB 2' J J 3 IC/) Iw I ICI z w w Q z 0 �> N w w 0 z c� I 0 0 rP E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 I f. 425.827.5043 ...................................................... Civil I Structural I Planning I Survey www. paceengrs.com C� ° Z Eo 0 __ r 0 Cf) Q d Z N �'0 Cn r- m > c_ N O 0 C U C CL m L�U/ ' � d LL ) O Ad N m m U FULL ROADWAY SECTION - 3 APPROX. STA 17+35 ( ) J w NTS a a a a 4 4 4 4 Q 4_ 4 Q0 0 ui III _ o 0 0 0 0 o CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE PER WSDOT STD. SPEC. 9-33.2(1) 36" MIN. GRAVEL BACKFILL FOR DRAINS PER WSDOT STD. SPEC. 9-03.12 (4) DRIVEWAY SECTION Q 3 Z W Zp Of Q F— 0 _ 0 Z 0 Z = W Q Q (n c� Q Z F- W p W O Z Of LLj Q � Q Z p Q Of Tom SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TIC RN JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet C3.03 0 10 20 40 CALL BEFORE HORIz. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 11 of 20 w z i cn c? z Q 0 0 z �v i J 0 z 0 0 0 w 0 CL z 0 Q z 0 0 z c� z 0 0 O O F_ i z w w c� Q z Q z z 0 U U) z 0 NOTES 1. WHEN A DRIVEWAY WIDTH EXCEEDS 15 FEET, CONSTRUCT A FULL DEPTH EXPANSION JOINT WITH 3/8" JOINT FILLER ALONG THE DRIVEWAY LANE LINES (SEE CITY OF RENTON STD. PLAN 102). CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING WHEN DRIVEWAY WIDTHS EXCEED 30'. 2. SEE CITY OF RENTON STD. PLAN 102 FOR SIDEWALK DETAILS. 3. CURB AND GUTTER SHOWN, SEE DEPRESSED CURB DETAIL ON THIS SHEET. 4. NOT USED. 5. THE ENGINEER WILL DESIGN ALL DRIVEWAYS TO INCLUDE ELEVATIONS AT ALL POINTS MARKED WITH SYMBOL "X". ALL ELEVATIONS ARE AT THE BACK OF CURB TOP ON UPHILL SIDE. 6. NOT USED. 7. FOR DRIVEWAY WIDTHS SEE DRIVEWAY STANDARDS (SEE NOTE 10). THE EXPANSION JOINTS (SEE CITY OF RENTON STD. PLAN 102) SHALL BE SPACED AS SHOWN IN THE CORRESPONDING LSORNETR1 C VIEW. 8. SLOPES SHALL COMPLY WITH SECTIONS R303.2.1 OR R303.2.2 OR R303.2.3 OF THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBLIC RIGHTS —OF —WAY OF NOVEMBER 23, 2005 (PROWAG). 9. CURB RETURNS FOR ANY TYPE C-MAX DRIVEWAY MAY BE APPROVED ON A CASE —BY —CASE BASIS. 10. STREET STANDARDS= RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 6 STREET AND UTILITY STANDARDS SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS= RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER4 CITY—WIDE PROPERTY DEVELOPMENT STANDARDS SECTION 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS _ 6'MIN. (SEE NOTES 8) 10 LF OF PAVED DRIVEWAY REQUIRED 3/81"EXPANStaN JOINT(I'llP,) (SEE CITY OF RENTON STD. PLAN 102) RAMP Wi' H 12HAV SiGPE (TYP.) 10% DIFFERENCE IN SLOPE MAX. - DRIVEWAYWI RELATIVE NEGATIVE SLOPE (SLOP E SHOWN EXAGGERATED) CEMENT CONCRETE DRIVEWAY -TYPE A NTS 4 BID ITEM (INCLUDES SIDEWALK RAMPS VARIES ISEE NOTE CONSTRUCTION JOINT SEE NOTE 1 3/8" CONTRACTION JOINT_ (TYP.) (SEE CITY OF RENTON STD. PLAN 102) PLAN VIEW i— &"Mlii. CEMENT CONCRETE SIOEWAIK r VARIES E t-4 —677 1 t� ... l L_ 6"MIN/. SFfTinm ■ ■ 6'MIN. (SEE NOTE 8) CESA�fT CONCRETE 51DEWALK CEMENT CONCRETE CURB&GUTTER (SEE NOTE 3) L- r MIN. 318" EXPANSION JOINT (TYP_) (SEE STD_ CITY OF "% MAX. SEE NOTE 8 (TYPj DEPRESSED CURB SECTION (THIS SHEET) CEMENT CONCRETE CURB & GUTTER 1SEENOTE3) r�r.ti-;41: VTTER CITY OF RENTON STD. PLAN 104.2) TYPE R1 — ISOMETRIC VIEW FOR NOTES SEE CITY OF RENTON STD. PLAN 104.2 FRAME AND GRATE PER COR STD SOLID 24" DIAM. FRAME _ PLAN 204.00 AND 204.20 — _ AND GRATE Go I w I N I I I 1 I I \ Ld / \ / Z X / \ Y / �� w O / \ / U Ld U J o0 w 3'-0" (TYPE 1 L) 2'-6" (TYPE 1) FRAME AND GRATE Z PER COR STD PLAN 204.00 AND 204.20 I wC� I Ld I oof I I N0 Ld b- � NOTES: J Q U p I-- m J m wD 0� > U U I.D. O.D. X Y Z TYPE 1 11" 12" 11 " 13" 48" 56" 111) 12" 111 " 13" 54" 63" 14" 15" 11 " 13" 60" 70" 17" 18" 11 " 13" 72" 84" 24" 24" 11 " 13" 84" 100" 30" 30" 11 " 13" 96" 108" 36" 36" 11 " 13" w O U 0-V-8" 1. CENTER OF GRATE = CENTER OF STRUCTURE FOR TYPE 1 AND 0 TYPE 1 L STRUCTURES ONLY. obi J 2. SPECIFIED STATION AND OFFSET REFERENCE CENTER OF w O STRUCTURE FOR ALL DRAINAGE FACILITIES UNLESS OTHERWISE I of NOTED ON PLANS. ro 3. RIM ELEVATION SHOWN ON PLANS IS TO CENTER OF STRUCTURE, TYPE 1 & TYPE 1 L NOT FLOW LINE. STRUCTURE PLACEMENT DETAIL NTS „ FACE OF ADJACENT 6Y2 CURB SEE DEPRESSION CURB DETAIL THIS SHEET 1:24 TOP OF )/2"R ROADWAY O° a a ° a 1'-6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAY ONLY. FOR COMMERCIAL DRIVEWAYS SEE CITY OF RENTON STD PLAN 104.2 rnnr /Nr- Ar% IA ;ENT DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet w Q p z 0 w a� I �ICn CPJAC1,hrE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com C� ° z o cn Q d N 0 �0 U) Ta r` m N I.fi N 0 O o Ma) ` U a.y` m 'z d LUL�U/ LL -0 O N a) V � m m 0 U J w Q 0 Z W o ry 0 F 0 Z (n Q J W < Z o w o � > F- 0 QLLI Q Z p F Q Of Tom SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE C3.04 YOU UNDERGROUND SERVICE (USA) SHEET# 12 OF 20 445- -445 440- -440 435- -435 435- -435 430- -430 425- -425 425- (0 \ N -425 100 o `O `� `� O Lq to + o o + 00 o N Ln N o + N N + + O O O Ln O O M 0 O r N `� Ln Ln n o O 440— + + ...+ o + -440 435- .....o ......+ + o d -435 430- Q a� . . Q Ln N -430 430- O 430 425- - ++ M + -425 420- o + 0 + 0 N -420 420- + ++ ...� -420 0 <� 0 0 00 0) <C� 0 Q� ~N 0 �NHN o N <N N� N� r N 04 N� n - + + + O: 0�00 O� O HN N F— O O O N� QTQ� H�� (jam (n V) V) (n II >J II >J>J II — II Q�Q� H QOQ� Q� N NON Q`n QI`�QI� H H H 5; U) II _ II — >J II 0_ II 5; W 0_W II > II— J 5; >J II 0-W 0_W 0_WO-W �NN F—N U) U) V) U) II — >j 11 >J 0-W >J>J 0-w0_W N� 0 I I `� U) H — I I 0-W >J>J 0_WO_W WWD-w 5; �J5; — II aw0_W >J >J>J 0-W O- WD- W 435- -435 430- -430 425- -425 425- o_ Wo_ w ......w............. -425 420- -420 415- -415 415- -415 1.75% 0.007 1f7.02% 430- -430 425- 7.31 % -425 420- L ........... -420 420- 7.93% 1.75% 1.75% 1.72% 7% I 3.55% 2.0 O 0 1.75% 1.75% 1.64% -0.28% _a1 n Al n- 0-0(0) _a1 n a�n Al �,— _d1 �, Ain 425- -425 420- -420 415- � -415 415- -415 410- -410 405- -405 405- -405 0 Ln � 00 r- Ln - O O 00 z W N Lq � N N O O� N c0 CO � N N C� C r� W L.L N I0 C � N N W L.L N N rrj N N U, L L � O N N 't LL- Q0� U' L.L W L.L U- Q W LL W LL W LL W w LL W W LL w W LL w LL W N 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+75 0+00 0+50 D RWY-17224 D RWY-17232 D RWY-17236 D RWY-17240 D RWY-17248 D RWY-17314 D RWY-17322 SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5 V= 1 "=5' V= 1 "=5' Pg= An Engineering Services Company 11255 Kirkland Way, Suite 300 N Kirkland, WA 98033 425- -425 425- -425 425- -425 425- o o -425 435- N -435 430- ? 0; -430 + + + p. 425.827.2014 1 f. 425.827.5043 <� O O O O N O �, o Q o 0 o Q o N o o Civil I Structural I Planning Survey r; o II 0) + N o rn+ www. paceengrs.com C5 5; V) a4 0 N� N� <60 420-co -420 420- -420 420- -420 420- -420 430- _ -430 425- a w > J Q 425 0 r r7 0 rh O r- co 0- W II N 0_ w — :II t7 r N L') N Q Q > J (n > J (n io c + + ~N~N �N 0-W II 0-W Z E ° r` O O O O O + (n�N� N� �J > J w c0 50cn - a9N< J o <0W0_w 0 o 20 V) 0 r- m II II — II II [I — 1.75% �.�....... 415- > > Ij > J -415 415- > J > J > J -415 415- -415 415- -415 425- -425 420- -420 0 0-W 0-w0_W 0-W 0-LijaW 12.86%� -LL 0 -1.75% O -0.72% -1.75% C 7.2CL -12.55% LU o 1.75% 1.% ..m .. 0 m U 410- .. -410 410- -410 410- L -410 410- L -410 420- L -420 415- L -415 -0.48% -2.78% I I O O 405- -405 405- -405 405- * -405 405- -405 415- -415 410- -410 M Ln co � N co ro Ln Ln O O COS r�) N r-Oq � coO 00 O O CO W LOL 00 W U- 4 N N W LOL �co (6 W LOL W LOi N W LOL �� W U- 00 W LOL W U- W LOL W LL W LOL 0+00 0+50 0+00 0+50 0+00 0+50 0+00 0+75 0+00 0+75 0+00 0+75 DRWY-17400 DRWY-17408 DRWY-17420 DRWY-17428 DRWY-17440 (SOUTH) DRWY-17440 (NORTH) SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' SCALE= H= 1 "=20' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' V= 1 "=5' 440- -440 445- -445 J L Q J_ Ln r7 Z IL ai 0 r� o Q O + + o W O 0 435-Of o+ -435 440- o O+ -440 O 0 z 0 Ln (n' �N NN� (� = Q 0_ w a-w�w W Q o cr 0- w 430- -430 435- -435 ., o W 0 OLd z -1.75% QLd 425- 11.59% -425 430- 26.13% -430 Q o > Q Of Of 420- -420 425- -425 r SCALE: DATE: C U CD 0 00 N N CD 0 W Li Cq W LL W L.L n W LL AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: 0+00 0+75 0+00 0+75 TC RN JOB NUMBER 0 5 10 20 15465 DRWY-17442 DRWY-17450 VERT. Mm M=9 SHEET: SCALE= H= 1 "=20' SCALE= H= 1 "=20' Scale In Feet V= 1 "=5' V= 1 "=5' 0 10 20 40 CALL BEFORE C3.05 HORIz. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 13 OF 20 STA: 11 +88.0, 6.0'RT 2 2923059097 BEGIN 2923059086 MATCH EXISTING 17445 116TH AVE SE 11526 SE PETROVITSKY RD I KASTNER ETHELDA R I BLAYLOCK GERALD T+KELLY C STA: 12+13.3, 6.0'RT 2 PC, R=30.0' I STA: 12+24.4, 3.9'R7 I PT I STA: 12+,e MI PC, R=30 ST/ �I a U) 1 10 00 F-I 11+00 W 12+00 I O� w 3 i a--- Z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------------- —F— � / m STA: 10+73.3, 18.5'RT -� 3 M BEGIN STA: 1 1 + 5.1, 18.5'RT P 3 A I I 0CDCD 7:6COC "NO PARKING ANYTIME" (R7-1) 2 AF STA: 12+17.3, 6.0'RT 10 2823059057 I17450 116TH AVE SE I I SAMORA SID 2823059048 I 2823059062 I11602 SE PETROVITSKY RD 17442 116TH AVE SE REILLY M J M LE SON TRUONG � I 0 Ch rnr-_ z >M 00 0) O_j M �-7 ♦ OHL IV 01 EED LIMIT 30MPH" I I 7938400100 17420 116TH AVE SE HANSEN RODNEY G+DEBRA S 10 15+00 7 9 / STREAM SI I\ I ')HL \ 0 PARKING ANYTIM \ (R7-1) 5 I "BUS STOP" iI ,I I� I i i i i i LO 116TH AVE SE 16+00----------------------- 17+00 --- � 6 p 4L, a p p Y !I 7 6 "NO PARKING ANYTIME" (R7-1) I I I I �I I7938400090 I 17408 116TH AVE SE 7938400080 MARSHALL EUGENE D 17400 116TH AVE SE IHADFIELD PETER 9 8 I I ° ° "NO PARKING ANYTIME" (R7-1) 7938400070 17322 116TH AVE SE WATERS BOBBY C+ELSA O Q H0 CO W W m zW J W _CO V H Q —A . � ,,$— I 7938400110 I I I I . I I 2823059056 17440 116TH AVE SE I . 17428 116TH AVE SE ROBBINS GEORGE A+LINDA D BOLTON DEBRA A 11 Q I W E- I a --UD z O ti 00O r • �W W W L Z °o JCn 6 ------ KOHL OHL Uj L o "NO PARKING ANYTIME" (R7 1 I Q 0 I 0-4 7 7 I I I I I I I 7938400060 �\ I 17314 116TH AVE SE I OWNER BRIAN E 7938400050 \ 6 I 17248 116TH AVE SE VU TIEN H+NGAT THI LAI+VAN I I I 5 SIGNING & STRIPING NOTES: c0 N 00 O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS. O2 INSTALL RAISED PAVEMENT MARKERS (RPM) CENTERLINE PER CITY OF RENTON STD DETAILS H001 AND H007. O3 INSTALL 4" WHITE EDGE LINE PER PER CITY OF RENTON STD DETAILS H008. ® RELOCATE EXISTING MAILBOXES FOR #17450, #17442, #17440, AND #17428. PROVIDE TYPE 2 SUPPORT AND PLATFORMS, MOUNT EXIST. MAILBOXES PER CITY OF RENTON STD. DETAILS H027, H028, AND H029 AT STA. 13+30. PROVIDE 18" CLEARANCE FROM FACE OF CURB. O5 RELOCATE EXISTING SIGN AS SHOWN ON PLANS. © PROVIDE "NO PARKING ANY TIME" SIGN. O7 RELOCATE EXIST. MAILBOX. PROVIDE TYPE 1 SUPPORT WITH STEEL POST AND MOUNTING PLATE PER CITY OF RENTON STD. DETAIL H027, H028, AND H029. PROVIDE 0 18" FROM FACE OF CURB. z bi in ® EXISTING SPEED LIMIT 30MPH TO REMAIN. in Q O9 EXISTING STREAM IDENTIFICATION SIGN TO REMAIN. 10 REMOVE EXIST. NO PARKING SOUTH OF HERE SIGN AND SALVAGE TO COR SHOP. a 0 z O PACwr�E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com V' c 2 15 E c°— I� w U c « p (n Q d rn N a/ a Cr) - r- m > N rn c_ O 'O Ma a) V a.M > w =Z ) Y N m 0 m U J Q W O z 0 Z J Z O C — W Q — w > Z Q W zo Q = Z U c~O QW Z F (10 SCALE: DATE: AS SHOWN 8/26/16 Z DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C4.00 HORIz. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 14 OF 20 SIGNING & STRIPING NOTES: 2923059143 17223 116TH AVE SE FENNELL TODD C STA: 21 +86.0, 0.0' MATCH EXISTING END, 2.2'LT O2 STA: 21 +44.8, 16.0'LT 3 AP END, 13.2'LT O3 3 STA: 21 +44.4, 5.0'LT I END, 8.8'RT O3 2 AP Cn I� rn n "NO PARKING ANYTIME" (R7-1 Z V) r 116TH AVE SE _ — 2ru Cn +00 — ICE+00 � � � �- .. 23+00 D In ° O CO ° 0 O ° ° o p — ° + OHL o OHL \ o I \ \ HL — OHL-,o p ° OHL OHL � p OH�p ° OHL "NO PARKING ANYTIME" 7 6 I 7 (R7-1) 7 "NO PARKING ANYTIME" O6 (+p (R7-1) I�P NO PARKING ANYTIME (R7-1) 3 AT 21 +44.6, 6.0'RT 6 - 'NO PARKIN E I I I OUTH OF HERE" I (R7-1) I7938400020 7938400030 I I 2823059124 7938400040 17232 116TH AVE SE I 17240 116TH AVE SE 17236 116TH AVE SE COLLODI FLORIO+PATRICIA 7938400010 17200 116TH AVE SE CURWOOD ROBERT J I STEVENS D W I 2 17224 116TH AVE SE U S POSTAL SERVICE 4 3 I ROLAND CALVIN+IVARY JEAN 0 I I I . I 1 KCSP 185006 I z Q O� ow J � W Un Un W W oil w z m w m H- 7� N Ln Ln N Ln �o �j o z0 r\ z �w o. W � H- Ow I J 11 W O1 CONSTRUCTION CENTERLINE, SEE SHEET C1.03 FOR DETAILS. O2 INSTALL RAISED PAVEMENT MARKER (RPM) CENTERLINE PER CITY OF RENTON STD DETAILS H001 AND H007. O3 INSTALL 4" WHITE EDGE LINE PER PER CITY OF RENTON STD DETAILS H008. ® NOT USED O5 NOT USED © INSTALL "NO PARKING ANY TIME" SIGN. O7 RELOCATE EXIST. MAILBOX. PROVIDE TYPE 1 SUPPORT WITH STEEL POST AND MOUNTING PLATE PER CITY OF RENTON STD. DETAIL H027, H028, AND H029. PROVIDE 18" CLEARANCE FROM FACE OF CURB. z 0 w �ICn CPPJ=m%PE An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com C� C ° 16 E o I� w U c Y 0 (n Q d N �rCn r- m N O U 8.. 'Z d NW Ids 'a O Y N m 0 m U J Q W o z 0 0 Z J Z O i0- (%� — F— < LLI W Q - cl)w > Z Q W o Q = i ~ _ F- Q Z U c0 W F W TM Tom SCALE: DATE: AS SHOWN 8/26/16 Z DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 0 5 10 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C4.01 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 15 OF 20 I _ PLACED NEARESfF ACCESSIE&E INTERSECTMN r CLOSURE 12+0� i _SS LSD- 7_� BE ONE LAN PREPARED ROAD TO STOP I. HEAD II I I ROAD WORK AHEAD ZK ONE LANE ROAD AHEAD ZK i X BE PREPARED TO STOP ZK X X ►NORK AREA SS SS SD S� SD — r OHI 6_ Dtn\/ICE MIN. UP i� <PREPAR E ( 00-t ED ONE LAN ROAD SIDEWALK SIDEWALK CLOSED TOP ROAD WORK �► HEAD AHEAD CLOSED CROSS HERE i 50' TO I , -100' ►ice- -300 O X X PRIOR PLACED 6 DEVICE ' X X TO AT MN. CLOSURE NEAREST CCES, ®®®® S N 771— ::11400 116TH AVE. SE ® 15+00 SS SD S — 0H 0 L OHL SS I d — I GRAVEL ONE -LANE, TWO-WAY TRAFFIC CONTROL WITH FLAGGERS NTS II II I II I II II I I OHL SD OHL SIGN SPACING = X (feet) FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' f (OR AS PER MUTCD RURAL HIGHWAYS 60 / 65 MPH 800' f RURAL ROADS 45 / 55 MPH 500' t RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' f RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' t (2) URBAN STREETS 25 MPH OR LESS 100' f (2) (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT —GRADE INTERSECTIONS, AND DRIVEWAYS. (2) THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. (3) EXISTING SPEED LIMIT ALONG 116TH AVENUE SE IS 30 MPH. (4) WORK AREA LOCATION WILL VARY DURING CONSTRUCTION AND TRAFFIC CONTROL SHALL BE ADJUSTED AS NECESSARY. (5) EXTENDING THE CHANNELIZING DEVICE TAPER ACROSS SHOULDERS RECOMMENDED. (6) SEE SPECIFICATIONS FOR WORK HOUR AND WORK AREA LENGTH RESTRICTIONS. BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH B (FEET) 155 200 250 305 360 425 495 570 645 — LEGEND FLAGGING STATION SIGN LOCATION 0 CHANNELIZING DEVICES ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50/65 10 TO 20 80 35/45 10 TO 20 60 25/30 10 TO 20 40 Z 0 5 10 20 VER T. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet z O U) w �ICn ___"'i r E An Engineering Services Company 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 Civil I Structural I Planning I Survey www. paceengrs.com c Z 16 E0 w.2� =Y o Q d " 04 �'0 Cn - I- m N O `` U a.M m L�U/ ' Z d fe 'a O N Y V N m 0 ca U J J Of a z O W o 0 ZOf < cr Z I- W 0 cl)< Q U_ 3: W z � I O I_— Q O a W O LL1 T i Q J I II..I r Z r O SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE C5.00 YOUDIG GB (USA) UNDERGROUND Rv A) SHEET# 16 of 20 l ■ J z Q O 3: 0w 0 w Un un w cn w um m z m Q m Cxi w � Ln Lo N r,-) Ln �j o z0 0 z � w o. w � OW J J � w I2923059086 2923059097 I � 17445 116TH AVE SE 0 11526 SE PETROVITSKY RD I KASTNER ETHELDA R N I BLAYLOCK GERALD T+ KELLY C SIGNAL MUST BE I ROAD ROAD N FLASH MODE WORK IV - ` I AHEAD / - MI 116TH AVE SE I � � W20-1 W20-1 / F1 I CONC. WALK z TWO UNIFORMED I -- i 1 c 1 c G CONC. WALK POLICE OFFICERS � HI c `p U) > rA ' I c c 10 oo i I �� I w I� �� \\ \\ 116TH 11 +00 1 I I \ w I I 1 I I 112+0 SIDEWALK CLOSED CROSS HERE 0I / / / / / w- i 8" AC/ WATERM IN / a I 1 / / /T w — s `\ D L � T _ m-w— W OHL OOL - L� / / r / I — J " 4f 0 L AS/P J AP HALT IIWE_ I // I ( / F'i UP / I / / - I GRAVEL I( I i Q F- I I I• I / /' / I I I --- J/ - --�� w CONC. a OQZS��OC� II I' I / / I CONC. GRA---- LJJ III I I / / EL I / i — — (/) I DRIVE I II.II I I / I / I I C - A ASPHALT II I I I I I I WI 4(L) I I I r r W20-7A > i I Y 2823059057 i I 0 I17450 116TH AVE SE I 0° I I 793840011011 I SAMORA SID 17440 116TH AVE SE 0 O N W20 — 7 B 2823059048 1 11602 SE PETROVITSKY RD REILLY M J M 2823059062 I17442 116TH AVE SE LE SON TRUONG � I � W2-0=1 — . — . — . _ . . — I H ROBBINS GEORGE A+LINDA D 11 I2823059056 17428 116TH AVE SE BOLTON DEBRA A Q N z I � I 7938400060 0 I I I l 17314 116TH AVE SE \ 7938400090 I \ OWNER BRIAN E 17408 116TH AVE SE I 7938400080 I 7938400070 \ 7938400050 I \ MARSHALL EUGENE D 17400 116TH AVE SE 17322 116TH AVE SE 6 I 17248 116TH AVE SE 7938400100 HADFIELD PETER I WATERS BOBBY C+ELSA VU TIEN H+NGAT THI LAI+VAN 17420 116TH AVE SE I HANSEN RODNEY G+DEBRA S 9 8 I I 5 10 Wo Q `) �v Cl) w LLB LV Z_ _ J Cl) = W V W Q \1/1Troft _ (D TEMP CENTERLINE STRIPE 02 TEMP EDGE LINE STRIPE SEE TC-12 FOR ADDITIONAL NOTES LEGEND CLASS B SIGN LOCATION WORK ZONE �--�� TEMPORARY TRAFFIC CONTROL DEVICES ® REMOVE PAINT STRIPE NOTE: THIS TC PLAN APPROVED FOR WORK HOURS ONLY. REVISE TRAFFIC CONTROL DEVICES TO ALLOW FOR LEFT TURN LANE USE AND FULL SIGNAL FUNCTION DURING NON WORKING HOURS. SEE SHEETS C5.01 AND C5.02 FOR NON WORKING HOURS TC PLAN. SEE SHEETS TC-12 AND TC-14 FOR ADDITIONAL INFORMATION. CD Z Q 0 0 LL1 w Z 0 5 0 20 VERT. Scale In Feet 0 10 20 40 HORIZ. Scale In Feet z O w xi �I 0 Co 0 o � O N W � wD Q0 w Z_ _ 0 ' Z 00) w Z 0 D Z z Lw z JQ O a� z (n LJ - Z w C/) 0 0< U o Lv r J Q W J Q 0 W Z W J O 0 2 Z _ 2 v N N U, W aoCn " � o rn N m I > c o 'C »a �a � Z J O ' 4 51 N � O Of 7 0 y m Z W 7 O o m L) U F U_ li (10 Q of SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN JOB NUMBER 15465 SHEET: CALL BEFORE CV5.01 YOU DIG 811 UNDERGROUND SERVICE (USA) SHEET# 17 OF 20 w a • MAMMA H M W 0) —r— as I I . 1 1 I I I I I I I I I I1 1 I 7938400040 17240 116TH AVE SE CURWOOD ROBERT J 4 z Q O3: 0w 0 w cn un w cn w um m z m w m w o Cxi� Ln Lo N � Ln cfl �j o z0 0 z � w o. w � Ow J J � w 2923059143 17223 116TH AVE SE FENNELL TODD C 1 \ CONC. WALK 2 as , — — G / / / I / SD / G SD G i G— N 116TF AVE SE X X _X X _W X X n 1 as S J / / I SD ID — / / / �� i GRAVEL / SD SD / SD U , — �T UT OHL UT UT — L l OHL U — s U OHL SS / ss s9 / S / S CONC. I I // CONC. I I CONC. I i j CONC. I I I 7938400020 7938400030 17232 116TH AVE SE I 17236 116TH AVE SE COLLODI FLORID+PATRICIA 7938400010 I STEVENS D W I 2 17224 116TH AVE SE 3 I ROLAND CALVIN+MARY JEAN 0 1 I 180' TAPER �miz—_ _ CONC. WALK D �X G -GG- ------------ -� C. illillillillillllllllloo�� z M4-nn / lcn —w / — — CONC. WALK ..1 SS I OHL-r I*SPH. ss SS ss ss I I I 2823059124 17200 116TH AVE SE U S POSTAL SERVICE KCSP 185006 0 TEMP CENTERLINE STRIPE 02 TEMP EDGE LINE STRIPE SEE TC-12 FOR ADDITIONAL NOTES LEGEND ROAD WORK AHEAD WI-4(R) W20-1 200' 200' O 0 POST AT NEAREST U �—� ACCESSIBLE INTERSECTION o 00 —Ss S I �. o o J N00 --7 -4- U) w N W ~ 5 w cn � O z END SIDEWALK SIDEWALK CLOSED O 0 ROAD WORK CLOSE CROSS HERE w z o (� O w �0- Z z w z JQ 0 I o' z (n w — Z X n O o< U o w r J Q w Cn CLASS B SIGN LOCATION WORK ZONE �--�� TEMPORARY TRAFFIC CONTROL DEVICES 2 Z `° E o � w� o � ® REMOVE PAINT STRIPE Q o — U r� cn m > c m .L "a 0 O �a O NOTE: THIS TO PLAN APPROVED FOR WORK W 's HOURS ONLY, REVISE TRAFFIC CONTROL ° ° Y DEVICES TO ALLOW FOR LEFT TURN LANE m o m USE AND FULL SIGNAL FUNCTION DURING NON WORKING HOURS, SEE SHEETS C5.01 AND C5.02 FOR NON WORKING HOURS TIC PLAN. SEE SHEETS TC-12 AND TC-14 FOR ADDITIONAL INFORMATION. z O JLL- Q � W Z W O J 0 2 C Z 2 W a W z O J Of ~ Q Z Ld Z O � U_ LL Q r of SCALE: DATE: AS SHOWN 8/26/16 DESIGNED BY: CHECKED BY: TC RN Z JOB NUMBER 0 5 0 20 15465 VERT. SHEET: Scale In Feet 0 10 20 40 CALL BEFORE C5.02 HORIZ. YOU DIG 811 Scale In Feet UNDERGROUND SERVICE (USA) SHEET# 18 OF 20 0 0 J 0 z 0 U U Q F- N Y J W 0 U) W > Q Lo i N C� z_ a Of 0 0 Of 0 U LJ o' J 0 z 0 U F- U W 0 Of a - I z 0 a z 0 F- U D Of F- U) z 0 U 0 0 F- z w w c� Q z a z 0 F- U D Of F- V) z 0 U Y J Q W 0 V) w V) w D z w Q L0 n L0 i z 0 F- z w Of / n � I Dcl) CN3� �M mmN w rho n0cfl ZG C) C/)TT /\ r< 0 w - b m b ROAD BE WORK PREPARED AHEAD TO $TOP W20-1 W20-7B W20-7A \ CD W L >rna, op 0 O C) N m� mo ROAD WORK zs AHEAD W20-1 BE PREPARE a r0 STOP" W20-76 <0 I> a W20-7A lin Y O W a w It 2923059083 11520 SE PETROVITSKY RD AGUIRRE ARMANDO T 2923059086 11526 SE PETROVITSKY RD BLAYLOCK GERALD T+KELLY C * SIGNAL MUST BE IN FLASH MODE CB RIM=433.42 I - - - 116TH AVE SE IE 12"CMP(E)=430.52 I\ "jm I ko I I" rr . �i _p. ? W 1. 111. I I 0 OD LA w > 1 • 1 .. • -� .. T .. . . SSMH RIM=438.64(CL LID) I 0 DIP -UNABLE TO OPEN DRIVE INV 8"(N)=425.5' ASPHALT PER ASBUILT INFO � I r • W20-7A 2823059048 1 11602 SE PETROVITSKY RD REILLY M J M BE SZ PREPARED W20-76 TO $TOP I CB RIM=434.55 IE 12"CMP(N)=429.95 I I I 0 2923059097 17445 116TH AVE SE KASTNER ETHELDA R 1 LEGEND N CLASS B SIGN LOCATION 20' 10' 0 20' ® WORK ZONE SCALE: 1 "=20' 0--o--® TEMPORARY TRAFFIC CONTROL DEVICES NOTE: THIS TC PLAN APPROVED FOR WORK HOURS ONLY. REVISE TRAFFIC CONTROL DEVICES TO ALLOW FOR LEFT TURN LANE USE AND FULL SIGNAL FUNCTION DURING NON WORKING HOURS. SEE SHEETS C5.01 AND C5.02 FOR NON WORKING HOURS TC PLAN. SEE SHEETS TC-12 AND TC-14 FOR ADDITIONAL INFORMATION. CP `T` ROAD IE 12"CI R^ IE 12"C WORK CB RIM=424.19 PREPAR AHEAD IE 12"CMP(N)=419.39 r0 $TO I > 20-1 W20-76 N CONC. WALK —� \ G \ \\\ G \ 40' D \ --� CONC. WALK \ G G \ Ir cn \ VI \ � w w_J ImMm WON ME um, GF FA" �- -�- CONC. olf-q :CONC. 2823059057 17450 116TH AVE SE SAMORA SID I J SSMH RIM=419.54(CL LID) IE CL 8"PVC CHAN(N,S,SE)=405.34 - I� ' INV 8"(S)=407.0 SDMH RIM=418.29 I< w 4E 24"CMP(N)=409.04 Y INV 8"(N)=402.0 r > 12"CMP(S)=413.69 o PER ASBUILT(39-13) < IIE I I . I 0 m I 7938400110 I 2823059056 2823059062 17440 116TH AVE SE 17428 116TH AVE SE 17442 116TH AVE SE ROBBINS GEORGE A+LINDA D I I BOUTON DEBRA A LE SON TRUONG 11 Q E- SS �__ _ � 1 SSMH RIM=41 INV 15' INV 8"( PER A SDMH RIM=41 IE 24"CMP(N) OVERFLOW=41 IE 24"CMP(S) IE 1 I 7938400100 R-1 17420 116TH AVE SE IHANSEN RODNEY G+DEBRA I I 10 I I I I I I I I ROAD WORK W20-1 I AHEAD NOT USED 0 1 " 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U H0 co �l 0 O v o I N N N z N ir z o0 W z- c� w z zz � o J Q z_ c z N O o3 � J Q w r' N 7) 0 0 N 0 z w z D W Ld > Z W H Q Q CL CL 0 (U 0 U Q 0 CL CL Ld H Q C� ° z u w O (/) Q �N N o z O m= N m > y'a O Ld p sm c U CL 2 m W 3.a a N LL O O y Y t� m y m U 6 z z 0O Zm Z J � Z z O W � aJ Z 0 W O W W Z LL H LL O W O LU J F- Q V W z LL fn V�c=~o �O r F_ z Y SHEET: C5.03 OF: 20 JOB NO.: 15465 DWG: TRAFFIC CONTROL N F- V) Y J W 0 U) W > Q 2 T Lo z Q Of 0 0 Of O U LJ J O z O U H U W O z 0 Q z O F- U D Of F- U) z O U 0 0 i F- i z w w Q z Q z O F- U D Of F- V) z O U Y J Q w 0 V) w V) w D z w Q L0 n L0 i z O F- z w Of i BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 50 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 - BUFFER VEHICLE ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR 30 FEET MIN. MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS 100 FEET MAX, RECOMMENDATION_ PROTECTIVE VEHICLE NO SPECIFIED MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA. REQUIRED K K a ae• 01 ROAD WORK � AHEAD � 460 N/ 4811 W20-1 no W4-2R LEGEND LEFT LANE K TEMPORARY SIGN LOCATION CLOSED AHEAD ® CHANNELONG DEVICES 48„ SEQUENTIAL ARROW SIGN W70-5L TRANSPORTABLE ATTENUATOR PCMS PORTABLE CHANGEABLE MESSAGE SIGN N TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800't RURAL ROADS 45 155 MPH 500't RURAL ROADS & URBAN ARTERIALS 35 140 MPH 3501t RURAL ROADS & URBAN ARTERIALS RESIDENTAL S BUSINESS DISTRICTS 25 130 MPH 200' f (2) URBAN STREETS 25 MPH OR LESS 1 00't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. I ' • L e 24,9 _A KEEP 30 0of RIGHT J�J R4-7B BM 20' go Ni LJ2 WORT[ AREA MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (w) Posted Speed (mph) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 ISO 245 320 540 600 660 720 780 - i DEVICE SPACING 112 DISTANCE FOR OPPOSING TRAFFIC DEVICES B � �� L12 �l X A • • • • LANE SHIFT -THREE LANE ROADWAY NOT TO SCALE L13 or 4B' ROAD WORK AHEAD 480 YY20-1 NOTES CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 50/60 40 6o 35145 30 60 25130 20 = 40 PCMS *1 1 2 LEFT 1 MILE LANE AHEAD CLOSURE 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. PCMS *2 1 2 LANE SHIFTS LEFT 1 MILE AHEAD 2.0 SEC 2.0 SEC FIELD LOCATE IN ADVANCE OF TEMPORARY SIGNS. 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2. FOR SPEED LIMIT OF 30 MPH OR LESS, USE SIGN W1-3 IN LIEU OF SIGN W1-4. 3. RECOMMENDED EXTENDING DEVICE TAPER (L13) ACROSS SHOULDER. 4_ ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. Plot 1 PLMI Rff NQ TC12 81" 1 OF TRAFFIC CONTROL PLAN am•m 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U Ho co ON 00 o� N00 N US z N ir z o0 W z- 0w z =z � az c z N O o3 U ow Q W (N 7) 0 0 N 0 z W z o w D o > z F-QQ w CL CL (U 0 U Q 0 CL CL LLI F- a 0 Z_ w U E 2 O N Q N 0 z O Q O N M Q 'C > LLI Od O U O Q.y m Lu = N 'a O Y U Li N y O R m 0 m U 6 z z 0 �Y Z J OQ� Z o J LU W z LL cn O W U � U �z LL H_o= a V U (D z_ Y SHEET: TC-1 2 OF: 20 JOB NO.: 15465 DWG: TC-12 I F- V) Y J W 0 U) W Q T Lo z Q 0 0 O U w i J O z O U F- U W 0 z 0 Q z O H U Of F- U) z O U O 0 i F- i z w w 0 Q z Q z O F- U D Of F- V) z O U Y J a w 0 V) w V) w D z w Q F- L0 n L0 i z O F- z w Of i BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 - BUFFER VEHICLE ROLL AHEAD DISTANCE = R TRANSPORTABLE ATTENUATOR 30 FEET MIN, MINIMUM HOST VEHICLE WEIGHT 15,000 LBS. THE MAXIMUM TO WEIGHT SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS 100 FEET MAX. RECOMMENDATION. PROTECTIVE VEHICLE NO SPECIFIED MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD DISTANCE THE WORK AREA REQUIRED \D,',, ROA WORK ~` 46"" AHEAD 4&' ONELANE I ROAD � w20-1 AHEAD 48" W20-4 ,4r K PREPARED TO STOP \ 48M x 40"_ . W20-78 1 48' x W20-7A f E U2 DEVICE SPACING 112 DISTANCE FOR OPPOSING TRAFFIC DEVICES 1130El13000131>300131301300011011,11301300 CI -� X x L12 r i pp _ r f 4r ROAD WORK AHEAD 46" f 48"� W20-1 WI-4(L) 1.F OPTIONAL IF 40 MPH OR LESS LEGEND FLAGGING STATION -q TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES ,, PROTECTIVE VEHICLE - RECOMMENDED X TEMPORARY SIGN LOCATION (5' MOUNTING HEIGHT) FILE NAME TIME DATE PLOTTED BY DESIGNED BY ENTERED BY S:IDecl n R PS Si4-Standarda12-Plan Sheet Libra 1:27:17 PM u 9/1812014 FletaCo CHECKED BY _ PROJ. ENGR. REGIONAL ADM. 0 W20.7A MINIMUM TAPER LENGTH = L (feet) LANE WIDTH (feet) Pasted Speed (mph) 25 30 35 40 45 5Q 55 60 65 70 10 105 150 205 270 1 450 500 550 - - - 11 115 165 225 295 495 550 605 660 - - 12 125 180 245 320 540 600 660 720 - - BE PREPARED 46" TO STOP ■ W20-76 4r W20-7A x I x SIGN SPACING = X (1) RURAL HIGHWAYS 60 165 MPH 800't RURAL ROADS 45 155 MPH 5001t RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS & URBAN ARTERIALS 25 130 MPH 200't (2) RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS 48" ROAD Q WORK ' 4r, AHEAD WIT LANE 48 CLOSED W20.1 AHEAD 48m W20-BC L12 x x � I -- 0T �DEVICE SPACING 112 DISTANCE L12 FIOR OPPOSING TRAFFIC DEVICES 24" I f KEEP f 480 OO► 30" x . RIGHT R4-7B 480 0/W x $' W20-7A HE PREPARED TO STOP i`481, w20.76 46' ROAD WORK AHaEAn 41�pn W20.1 48` ONE LANE ROAD AHEAD 46" W20-4 INTERSECTION LANE CLOSURE - THREE LANE ROADWAY NOT TO SCALE -Puhllahed PSO(TC) Work Zone Traffic ControllWITC-14) Intersection Lane Closure - Three Lae RoadwaylTC-14Agn RsaION 51AIE FED.AID PROJ.NO. Hp, WASH JOB NUMi9ER CONTRACT" NO, LOCATION NO. REVISION I DATE I BY DATE pax NOTES CHANNELIZAATION DEVICE SPACING feed_ MPH TAPER TANGENT 50/70 40 80 35145 1 30 60 25i30 1 20 40 1 RECOMMEND EXTENDING DEVICE TAPER (Ll3) ACROSS SHOULDER 2 IF A SIGNAL IS PRESENT, IT SHALL BE SET TO "RED FLASH MODE" OR TURNED OFF DURING FLAGGING OPERATIONS 3. FOR SPEED LIMIT OF 30 MPH OR LESS USE SIGN W1-3 IN LIEU OF SIGN W14, 4 MAINTAIN A MINIMUM OF ONE ACCESS POINT FOR EACH BUSINESS WITHIN WORK AREA LIMITS 5 ALL SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. PIQ# 'I Adft PLAN REF NO VIIAF TC'14 Washington State SHED Department of Transportation _ Or- DA71 TRAFFIC CONTROL PLAN SHEETS P.E STAMP BOX 0 1" 2" TWO INCHES AT FULL SCALE. IF NOT, SCALE ACCORDINGLY • U Ho co ON 00 o, N 00 N uj UJ z N Z ir p C) u1 z - 0 z zz � o � az C0 z N O o3 U ow a w L N co 0 Q (n U o F- F- W N p z w z o w D > z Q Q w m N U Q 0 Q a 0 Z_ O U � o cn Q CV 0 z � m O QO N > LLI O d U QE .y m Lu U Li N y O R ca 0 m U 6 z z 0 �Y Z J OQ� Z o p W w W z LL Cn O o W U � U �z LL H_o= a V U (D z Y SHEET: TC-1 4 OF: 20 JOB NO.: 15465 DWG: TC-14