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Home My WebLink AboutzR-3875SetCITY OFFICIALS: MAYOR: DENIS LAW COUNCIL MEMBERS: RANDY CORMAN, COUNCIL PRESIDENT ARMONDO PAVONE, COUNCIL PRESIDENT PRO—TEM RYAN McIRVIN RUTH PEREZ DON PERSSON ED PRINCE CAROL ANN WITSCHI CONTACTS: CITY OF RENTON PROJECT MANAGER PERTEEf PROJECT MANAGER PUGET SOUND ENERGY -GAS PUGET SOUND ENERGY -ELECTRICAL COMCAST COMMUNICATIONS CENTURYLINK COMMUNICATIONS KEITH WOOLLEY (425)430-7318 PETER DE BOLDT, PE (206)436-0515 CHANG PAK (253)395-6988 DENNIS BOOTH (425)417-9188 BILL WALKER (253)288-7538 ALEX HARB (206)345-4476 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SUNSET LANE NE RENTON PROJECT NO. CAG-16-049 WASHINGTON z NE 16TH ST BLVD o a A a 405 �J� NE 12TH ST oR p pR OR �� o z � N y NE `ETNE s a a c w z 9 E 10TH S „6T PROJECT SITE ST N p RENTON 8TH ST > e < > NE " z m MUNICIPAL z a TN z m ST o A AIRPORT < T o m N 6TH ST o zQ a z — a o T Z C 3 N H ST y900 NE 4TH ST n `?A < N RD ST 3k� 5j z F AIRPORT WAY N n o J z N A S 2ND qi 169 9q� Q S RD H ST < ¢ 405 a E � ANTP FE — > 3 3 N N S 7TH ST y RPO Y G�DAR B�RLI VICINITY MAP NOT TO SCALE CITY OF Renton O a G D E SNi CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet h 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990C EE25359 Eo UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 FSST�CIS EE G\ 1 Seattle, Washington 98104 No. REVISION SHEET INDEX SHEET TITLE DRAWING # SHEET # COVER SHEET, INDEX AND VICINITY MAP CV1 1 LEGEND AND ABBREVIATIONS G1 2 CONSTRUCTION ALIGNMENT AND SURVEY CONTROL PLAN AL1 3 SITE PREPARATION PLAN SP1—SP7 4-10 TYPICAL ROADWAY SECTIONS RS1—RS3 11-13 PAVING AND GRADING PLAN PL1—PL6 14-19 MISCELLANEOUS DETAILS MD1—MD10 20-29 ROADWAY PROFILE RP1—RP2 30-31 DRAINAGE PLAN DR1—DR5 32-36 DRAINAGE PROFILE DP1—DP5 37-41 DRAINAGE DETAILS DD1 42 SEWER PLAN SS1—SS5 43-47 SANITARY SEWER PROFILE SSP1—SSP3 48-50 WATER PLAN WP1—WP6 51-56 WATER PROFILE WPR1—WPR2 57-58 CHANNELIZATION AND SIGNING PLAN CH1—CH5 59-63 ILLUMINATION AND JOINT UTILITY TRENCH PLAN IL1—IL5 64-68 LUMINAIRE AND ILLUMINATION WIRING SCHEDULE IL6 69 ILLUMINATION AND INTERCONNECT ONE —LINE WIRING DIAGRAM IL7—ILS 70-71 ILLUMINATION DETAILS IL9—IL10 72-73 JOINT UTILITY TRENCH ONE —LINE CONDUIT DIAGRAM IL11 74 JOINT UTILITY TRENCH PROFILE IL12—IL13 75-76 JOINT UTILITY TRENCH SECTIONS IL14—IL15 77-78 LANDSCAPE PLAN PP1—PP6 79-84 LANDSCAPE LEGEND, NOTES, AND DETAILS PP7 85 IRRIGATION PLAN IR1—IR5 86-90 IRRIGATION LEGEND, NOTES, AND DETAILS IR6 91 CONSTRUCTION PHASING PLAN CP1—CP3 92-94 WALL DETAILS WD1 94A GENERAL NOTES 1. THE EXISTING TOPOGRAPHIC AND PHYSICAL FEATURES SHOWN ON THESE PLANS ARE BASED ON A COMBINATION OF: • CITY OF RENTON RECORD DRAWINGS • FRANCHISE UTILITY COMPANY RECORDS • DESIGN DRAWINGS FROM ADJACENT PROJECTS • POTHOLE DATA • AERIAL MAPPING THIS WAS INFORMATION AVAILABLE AT THE TIME OF PLAN PREPARATION. ACTUAL CONDITIONS MAY BE DIFFERENT, THE CONTRACTOR MAY ENCOUNTER VARIATIONS BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN. THESE VARIATIONS SHALL NOT BE THE BASIS FOR A CLAIM OF EXTRA COMPENSATION. 2. ALL KNOWN UTILITIES AT TIME OF PLAN DEVELOPMENT HAVE BEEN LOCATED ON THE BASE MAPS BASED ON BEST AVAILABLE INFORMATION BUT MAY NOT BE ALL ENCOMPASSING OF EXISTING UTILITIES, AND EXISTING UTILITIES SHOWN MAY BE OFFSET FROM SHOWN LOCATIONS. 3. CONTRACTOR IS REQUIRED TO CALL 1-800-424-5555 BEFORE THEY DIG. 4. CONTRACTOR IS RESPONSIBLE TO PHYSICALLY LOCATE AND PROTECT ALL IDENTIFIED UTILITIES. DAMAGE SHOWN TO UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. NONE w�3„..„ CITY OF RENTON 4/2016 X CNEJ „UYLAR a °mown , CITY OF SUNSET LANE NE IMPROVEMENTS RENTON wx J. BEAN wi NO 7/5/1 8 DID - DATUM D. DEKOEKKOEK Planning/Building/Public Works Dept. �� BY DATE APPR PP04 P DE BOLDT �`u` COVER SHEET, INDEX AND VICINITY MAP Ems_ 1 9, WATER SYMBOLS SYMBOL EXIST. PROP. DESCRIPTION - 3 CAP/PLUG COUPLING • GUARD POST ► REDUCER THRUST BLOCKING E3 ■ WATER METER FIRE HYDRANT 2-NOZZLE a z .. 4- FIRE HYDRANT 3-NOZZLE U lJJ I FLANGE/BLIND FL (FL) (BL FL) ZZ E MECHANICAL JOINT (MJ) 0 a J C C PUSH-ON/HUB I— I I THREAD � AIR RELIEF VALVE Z q T BLOW -OFF VALVE (n /V BUTTERFLY VALVE Sll N CHECK VALVE N N GATE/GENERAL VALVE N MI PLUG VALVE GAS/POWER/TELEPHONE SYMBOLS SYMBOL EXIST. PROP. DESCRIPTION a GAS METER CU 13 GAS VALVE w Q PAD MOUNTED TRANSFORMER © © POWER VAULT TRANSMISSION TOWER o ♦ UTILITY POLE E- E- UTILITY POLE ANCHOR • TELEPHONE RISER OT TELEPHONE VAULT SURVEY SYMBOLS SYMBOL EXIST. PROP. DESCRIPTION A IL ANGLE POINT BENCH MARK o • BLOCK CORNER • IRON PIPE EE & MONUMENT (IN CASE) ® ® MONUMENT (SURFACE) l�1 OWNERSHIP TIE OSECTION CENTER SECTION CORNER D � QUARTER CORNER O O SIXTEENTH CORNER _--I -i- CLOSING CORNER AMC IlAMC MEANDER CORNER o WC • WC WITNESS CORNER ® 0 SOIL BORING/POTHOLING x 0 SPOT ELEVATION O TAX LOT/PARCEL NUMBER SIGNALIZATION SYMBOLS SYMBOL EXIST. PROP. � f El O O Ea- Ew- b � El m m 0 O A SANITARY/5 SYMBOL EXIST. PROP. • ❑ O O 0 O 10 CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 4 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-990 • ll UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washinqton 98104 DESCRIPTION AERIAL DISCONNECT AERIAL TERMINAL COMPARTMENT DIPOLE DETECTOR QUADRAPOLE DETECTOR ROUND LOOP DETECTOR PEDESTRIAN DETECTOR INDICATOR LIGHT EVP DETECTOR EVP SENSOR W/ INDICATOR LIGHTS FLASHING WARING SYSTEM JUNCTION BOXES (TYPE I, II, VIII) PEDESTRIAN PUSHBUTTON POST W/ PUSHBUTTON PEDESTRIAN SIGNAL HEAD SIGNAL POLE NOTE R/R CROSSING GATE R/R CROSSING SIGNAL SIGNAL CONTROLLER SIGNAL LOAD CENTER STREET LIGHT ASSEMBLY TRAFFIC SIGN -BRIDGE TRAFFIC SIGN -CANTILEVERED TRAFFIC SIGN -SINGLE POST TRAFFIC SIGN -DOUBLE POST TRAFFIC SIGNAL POLE TRAFFIC SIGNAL POLE W/ LUMINAIRE TRAFFIC SIGNAL SUPPORT POLE TRANSIT SIGNAL PRIORITY SENSOR VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD W/ ARROW INDICATOR VIDEO DETECTION CAMERA WIRE NOTE ORM SEWER SYMBOLS DESCRIPTION SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN (TYPE 1) STORM DRAIN CULVERT STORM DRAIN CATCH BASIN (TYPE 2) STORM DRAIN MANHOLE ENERGY DISSIPATOR OVERFLOW STRUCTURE No. CHANNELIZATION SYMBOLS ABBREVIATIONS LINETYPES SYMBOL EXIST. PROP. DESCRIPTION ADJ ADJUST ALIGN ALIGNMENT ALT ALTERNATE LINETYPE DESCRIPTION SURFACE FEATURES: EXISTING BUILDING LINE 0 coo • Coo BIKE PATH AP ANGLE POINT APPROX APPROXIMATELY PROPOSED BUILDING LINE EXISTING DITCH HANDICAP SYMBOL AASPHALT AVEE AVENUE � - - - PROPOSED DITCH 0 ' H.O.V. LANE SYMBOL AVG AVERAGE BM BENCH MARK EXISTING CURB/PAVEMENT/SIDEWALK PROPOSED CURB/PAVEMENT/SIDEWALK BOT BOTTOM BTWN BETWEEN x x x x x x EXISTING FENCE LINE �IIyV'I� �lu�� ONLY OnYI CB CB CATCH BASIN -x—x—x—x—x—x- PROPOSED FENCE LINE CB1 CATCH BASIN TYPE 1 ....................................................... EXISTING GRAVEL CB2 CATCH BASIN TYPE 2 CG CURB & GUTTER I EXISTING GUARDRAIL RAILROAD CROSSING C/L,(L CENTERLINE CL CLASS COM COMMON CONIC CONCRETE I - - - I PROPOSED GUARDRAIL LAKE/POND WETLAND/SWAMP PERIMETER SCHOOL CONN CONNECTION CONST CONSTRUCT CONT CONTINUED/CONTINUOUS RAILROAD EXISTING RETAINING WALL \Gll D STOP SHOP COR CITY OF RENTON CSTC CRUSHED SURFACING TOP COURSE DET DETAIL PROPOSED RETAINING WALL RIVERBANK/SHORELINE 4 STRAIGHT ARROW DIAM DIAMETER CHECK VALVE ASSEMBLY VEGETATION LINE SURVEY: DWG DRAWING EXISTING CENTERLINE ^ C,uLl„f1V,, LT.RT.STR. ARROW E EAST, VERTICAL DISTANCE BETWEEN PVI AND ROAD SURFACE EA EACH - - * * * PROPOSED CENTERLINE EXISTING CONTOUR (INTERMEDIATE) EL ELEVATION * * * EXISTING CONTOUR (INDEX) M LEFT -RIGHT ARROW Ex, EXIST EXISTING PH FIRE HYDRANT * * * PROPOSED CONTOUR (INTERMEDIATE) FL FLANGE FT FEET/FOOT - — - PROPOSED CONTOUR (INDEX) EXISTING EASEMENT LINE \ll 2-WAY LEFT TURN G GAS LINE GE GROUND ELEVATION PROPOSED EASEMENT LINE GV GAS VALVE EXISTING PROPERTY LINE LEFT TURN ARROW HORIZ HORIZONTAL HPS HIGH PRESSURE SODIUM HT HEIGHT - - - - - - - - - - - EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY RIGHT TURN ARROW IE INVERT ELEVATION IN INCH/INCHES INT INTERSECTION -- -- -- -- -- - EXISTING RIGHT OF WAY (USED) PROPOSED RIGHT OF WAY LEFT -STRAIGHT ARROW K RATE OF VERTICAL CURVATURE (LENGTH (FT) PER % DIFF. IN GRADE) L LENGTH OF ARC = — = SECTION LINE QUARTER SECTION LINE 16TH SECTION LINE LB POUND LBS POUNDS UTILITIES (EXISTING) RIGHT -STRAIGHT ARROW LF LINEAL FOOT/FEET LT LEFT G OP EXISTING GAS LINE EXISTING AERIAL POWER 0 • LANE MARKER TYPE I LUMIN LUMINAIRE MAX MAXIMUM BP EXISTING BURIED POWER MB MAILBOX DATUM BFO EXISTING BURIED FIBER OPTIC ❑ ■ LANE MARKER TYPE II MH MANHOLE SD EXISTING STORM DRAIN MIN MINIMUM MJ MECHANICAL JOINT FM EXISTING FORCE MAIN MON MONUMENT SS EXISTING SANITARY SEWER SURFACE FEATURES/LANDSCAPING N NORTH NA NOT APPLICABLE OT EXISTING AERIAL TELEPHONE SYMBOL NITS NOT TO SCALE OPP OPPOSITE DATUM BT W EXISTING BURIED TELEPHONE EXISTING WATER LINE EXIST. PROP. DESCRIPTION PC POINT OF CURVE PSE PUGET SOUND ENERGY UTILITIES (PROPOSED) PT POINT OF TANGENT G PROPOSED GAS LINE Bus Bus BUS SHELTER PVC POLYVINYL CHLORIDE / OR PROPOSED AERIAL POWER POINT OF VERTICAL CURVE BP PROPOSED BURIED POWER DETECTABLE WARNING SURFACE PVI POINT OF VERTICAL INTERSECTION SO PROPOSED STORM DRAIN PVMT PAVEMENT �v' T✓ EMBANKMENT PVT POINT OF VERTICAL TANGENT FM PROPOSED FORCE MAIN R RADIUS SS PROPOSED SANITARY SEWER MAIL BOX RIP RAP REF REFERENCE R.P.M. RAISED PAVEMENT MARKERS RR RAILROAD OT BT PROPOSED AERIAL TELEPHONE PROPOSED BURIED TELEPHONE RT RIGHT W PROPOSED WATER LINE ROCKERY R/W, ROW RIGHT OF WAY CUSTOM: [D CD SHRUB S SOUTH SD STORM DRAIN SMFO SINGLE MODE FIBER OPTICS CUT FILL CUT LINE FILL LINE JZ i SIGN STILT STREET LIGHT SILT FENCE TREE (CONIFER) SLJB STREET LIGHTING JUNCTION BOX SNS STREET NAME SIGN CONSTRUCTION FENCE TREE (DECIDUOUS) SS SANITARY SEWER ST STREET RECORD D RAW I N G STA STATION O • FENCE POST S/W SIDEWALK TOC TOP OF CURB THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CURB RAMP TV TELEVISION UTIL UTILITY CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD k X YARD LIGHT NORTH ARROW VERT VERTICAL W WEST, WATER LINE VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE W/ WITH INFORMATION SHOWN. �E NONE ° ° °� °" CITY� NTOF FJEDATUM Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS LEGEND AND ABBREVIATIONS 4/2016 HUYLAR w J. BEAN °"EJ D. DEKOEKKOEK �`u` ""�`�°"` G1 REVISION BY DATE APPR PP04 P DE BOLDT E°`- 9 °`q, W w z z U w W z o' Q J a � w U) z cl) BEGIN PROJECT S—LINE STA 10+00 NW 1/ SEC 9, T 23 N, R 5 E, W.M. MATCH LINE STA 26+00, SEE DWG SP5 13 NI III 2 13 13 1 12 i Pi o I 11 I iiirc! , 11 '1 �llII alI�11! ill�IIaa 1 m ; I MATCH LINE STA 24+75, SEE DWG SP4 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. *CONTRACTOR TO COORDINATE LOCATION OF HIGH VISIBILITY FENCE AND SILT FENCE WITH PRIVATE DEVELOPER. WNwi �rm'. 4 � -� E i � o I 3 4 GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8-INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o (1 E S Off. F T \2 � 49442 p �" �F REGIST ERF' �� 1 �ST�NAL ENG\ 2�1211g No. max rr �iii•iii�ii•��i�'�iiiii•iiiiii••►�i::eryi iiiii•gin If iiii•�sii•iiiiii•iiiiiii►�ii .04 i�•�iiiIN. a iv:0246 •�•�i ii �i---ftw iiiiii•0.��ii•iii:ii:i -now an. 91 iiiiiinia� am-w-w" iiiiiiii:•ii:ii•iiRa �iiiiiii MATCH LINE, SEE DWG SP7 LEGEND m INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT PIPE REMOVAL REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER +++ ++ CLEARING AND GRUBBING REMOVALS BY OTHERS PLANING BITUMINOUS PAVEMENT (2-) K. BUSBY DID 7/5/1 DID d. BEAN DID 1/3/171 DID "E_"m- D. DEKOEKKOEK REVISION BY DATE APPR "PA P of aoLoT 1 "=20'AT IULL a°M w�3 DATUM KEY MAP CONSTRUCTION NOTES: O1 PROTECT EXISTING CURB AND GUTTER (OR CURB). STORM DRAIN INLET PROTECTION PER WSDOT OINSTALL STD PLAN 1-40.20-00. HIGH VISIBILITY FENCE PER WSDOT STD PLAN OINSTALL -10.10-01. O REMOVE EXISTING CURB AND GUTTER (OR CURB). O REMOVE EXISTING UTILITY POLE (BY PSE). O REMOVE EXISTING SIGN AND POST. O REMOVE EXISTING ELECTRICAL VAULT. OREMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. O PROTECT EXISTING MONUMENT. 10 PROTECT EXISTING CABINET/PEDESTAL. 11 PROTECT AND MAINTAIN EXISTING LUMINAIRE. 12 PROTECT EXISTING FIRE HYDRANT. 13 PROTECT EXISTING DRAINAGE STRUCTURE. 14 REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY 16 SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON 22 STD PLAN 400.5. (2 3 REMOVE EXISTING ROCKERY. Q 24 PE REM E A REI�RE�TR= LLUMI ATION PLA 25 U EX G T PROPOSED CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN (2 7 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 1 20 0 20 40 29 REMOVE EXISTING MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON 4/2016 SUNSET LANE NE IMPROVEMENTS SP1 SITE PREPARATION PLAN 4 °`9, w w a z z w U w z a Q a __J I-_ w Cn � h *CONTRACTOR TO COORDINATE O + W LOCATION OF HIGH VISIBILITY ,�x FENCE AND SILT FENCE WITH !� PRIVATE DEVELOPER. �P Q 4 � Ale �� 14 X�4 Y 2 NW 1/ SEC 9, T 23 N, R 5 E, W.M. All o y— SIDEWALK REMOVAL N HATCH DELETED - \ 20 22 20 30 R/W 22 - m SUNSET LANE NE ss , \ 15 20 / -A/ 14 \ + 5 2 15 6 \ \ T + \OP SA, X OO 3 2 15 LEGEND ID INLET INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT PIPE REMOVAL REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING REMOVALS BY OTHERS PLANING BITUMINOUS PAVEMENT (2„) CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 1 REPLACE ROCKERY IN KIND �g 2 REMOVAL OF \ AND OBSTRUCTION) 1 I I � I ISP6 \ SP4 o \ SP3 20 25 SP7 / ° \ / SP1 \2_ \SS 20 > \ss\ KEY MAP SP5 I O PRO .-- INSTALL STORM - PROTECTION D OT STD PLAN 1-40.20-00. NSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN REMOVE EXISTING CURB AND GUTTER (OR CURB). .-•••1•-♦ 111 •j1 REMOVE -. 1 �,,1•,1.•.��j ♦I �j•1111,:1•1.•1•1,.•j1,:•,11.,-:1`11,.1Ij1••1j,1•••j,1•'1.�••�j��1••1 �♦ ♦11j � j♦11111111 j111` I t�ijij��,j��.�•ijw:1iO��:1iji:.jjij�:In0��:1•i,�i:1::•:'� j1�i'p�•,, p REMOVE EXISTING SIGN AND POST. �I;�j,N1;.jsj,.;.j•�I;.j;;,,aj,!;�jjjsjfj:..;�.•�.,p;-.,j.;..;:,,;.j j.•j.;.,.,, � p REMOVE.��,..'. DIj.:O�,..o•�.j,:•cr��'j11:.��::•A'..-.j�r..1..�.:.a•- jir- j.•jojoi,:•,••;0,� ' . I��.�Ij.•_•.1,.��,.��•�Y�,,.,.j1•��j.•-.•j♦,..1,...�1��. ��♦®..Ijjj.•,.�• .I�.�.,.��.�.jj.•j.•��• p PROVISIONS. 2-01 OF THE SPECIAL , o:,.,IIj1,11j1,.,.,.,.Ij.,,.�j,.,.,:,;:.;.j;:1;.j;,;.,.I;.,:.;:.;.j1:.•.j.1;Vj,�.•,�.,•.,,, •'a1 j••,Ij,.1,Ij j•I,Ij,'1 j••,Ij,��'��j•I,Ij,'1,'•,'• j••,1'''I,Ij,'I,Ij,'• j••,'•,jj,�j,�j,Ij1'I,Ij,'•1' I I IV I, I ,III PROTECT , O,9w��i�� j j!1�:i1�1•ii11•11•j111'�i1j,1•j1111•1•11111•j•1•j111•!•11•j1•Ij1•11.111�111•jj1•••Ih•jj1•j•Ij1•:•Ijj•IIj•111�111•j�10 I •1•1�11111�111�1.1.1.111.11111.1.1.1.1.11111 111 1 1 4 1'♦1 1 1 1 1 1 1 1 III PR. - I 1 jj:�� j1•:• j:.1:.11 j1::j1�•:j•:j•:j111,��1:�j1 j1:�.: j•: j1:•�1�1::••1.1:•1:•1:•1.1:••Ij•Ij•:•1:•1:•11.1:••:•I:�i�1 ` 1 ♦ 1 ♦ 1111111111,I 1 1 1 1 1 1 1 1 1 1 ♦� 1 ♦ 1 ♦ 1 1 1 1 1 1 ♦ 1 1 1 1♦ 1 1 1 1 1 1 1 1 1 • ri 1 1 1 1 1 1 1 1 1 1 1 1111•0.1•111111111.111•♦11111111111.•111♦ 11♦111♦ II ••1�•.j�j,:•1.:1�,.::1•.:1•,Ij♦,..j:11.:•j•�4•.Y:1•.�1•..:,:•1•,jj•��11•�1:::11::,14:,14.:•.jjl,�jj1�:,1�j�:j,1::,j1�1,j1•r1i��i1_I�.1��11�„► I PROTECT AND MAINTAIN EXISTING LUMINAIRE. ♦ ♦ �1,��.•,j,��•,•j.1,��1,��.j1.�Ij1•�.j�:��.��1��.•j♦I��j�•.�I��j�1•.j1•��j1•��•�j.•��j�•1�♦��Q�1��•jIj♦•��•�•��•', I •, I l� ® PROTECT HYDRANT. 1•�IIO�Ia1�11�1•Ij•�1•�II�Ijjl�Ijj1�11aj•V:IIV:1 L�IjjOjIV:11�11�Ijjjj1�10jIV:o�j1�11�11�Ijjjjl�Ijjjjl�jl♦ PROTECT . . INAGE STRUCTURE. .:•Oj.;•:•.;•j1•Oj.;•Oj.;•.•j.;•j1•.•,.� �•.;•0 .•j0•:••:••:••:••:••:•j.••:••i ••:••:••:••IjjOj.••:••Ij•:••i REMOVE EXISTING DRAINAGE PIPE. •e.•:;•'o°••:•°.•°.•°•'':j;•1'o;1•'0°••:1•'0°••:•°.•;�:j;•1'o;1•�::�° j:•°.j:•1'o�';:;1•'0°••'0°•°.•;:•;G�•o;�j°•'o;?°�j'o;::;'::j;•°.j;•1'o;••'o;••:;:'o•�'s:�:;. j•1••j ® REMOVE DRAINAGE 1•••�•1.11•♦1•.1••1•g1••1••j 1j♦1.11•.1•.1••1••1.11••1.11•♦111•♦1 ',•1,^1.11•.1.11•♦1'•1••1••1.11.11•♦1•.1••1••1•.jj1 �14'1�•:•1:•j1•j1•11�•11•11•:•1:•1:•11•11•11•111•K�41 1 h•11•IIjj1••Ij•IIA:•1:•�I�jjgjl�•Ij•Ijj•1�1:•�j11:•�I�IIjjj11:�•:Ij1.1�1�,11�1 ♦ REMOVE HYDRANT `\ 0��'�,Ij,.1 j j,.1�!�,p,.1,.1,�1,.1,�1 j j,�1,1 j,+'; �I,�I,�I��Ijj,Ij 1�',Ij,�1,p, j, j, j, j, ji11i1i,1i,1i,1i,1i,1i,!,,Ii,1i,1•W �\.,11��:!i11•i!i11•i�11i11i1!i11•i1i111i1i111i1•i!Ii�!i•!i•1�i:i•Ii•I:�j�1i1i•Ii•�ii�li:ijl:jli•Ij••:®•11•DIj::•:Ij::•�:�1:•.1•�:•., GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. oDESp \ � F o \ 49442 2 RSsisrER�'° �<`' 1 �STNNAL ENG 2112119 No. REVISION R/W 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8-INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. = 1 "=20 a°M NEOK. BUSBY 31D 7 5 18 DID J. BEAN DATUM A WH TID 1/3/1 7 DID HE_ "mD. DEKOEKKOEK BY DATE APPR PA P DE aoLDr� �maax=r RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON 22 STD PLAN 400.5. 23 REMOVE EXISTING ROCKERY. REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER 24 ILLUMINATION PLANS. USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED 25 CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN 27 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 20 0 20 40 29 REMOVE EXISTING MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE CITY OF RENTON �.E 4/2016 CITY OF CI TYOF RENTON SUNSET LANE NE IMPROVEMENTS Planning/Building/Public Works Dept. E� 5 " 5 �9, SITE PREPARATION PLAN ASIDEWALK REMOVAL HATCH DELETED s5 R/W NW 1/ SEC 9, T 23 N, R 5 E, W.M. 5 000 20 1 4 © m ,, MLA 19 Iq♦IIq �Ii � �IIIIg111 ® t' q♦♦q♦♦♦♦ 1 , jqq�. �11♦�Ij11� �� ® � 0 I q�0♦♦�111 j1♦j1♦Ij11111j111j11, ® 116j11j1 ♦♦1j11j ♦♦♦♦1, � �q♦Iq♦♦11j1♦♦♦1♦♦11♦♦1♦♦1� i / s6♦♦♦d1♦♦♦♦j♦♦1�♦1♦�♦♦111 �1♦11♦II 611 a111♦11♦111111111♦1111 j11♦♦1� � � , E�I�j11111�Ij1111�Ij111♦�111�1♦�11 ♦6♦♦�1♦11♦1�1♦♦1♦♦�1♦♦11♦111♦11♦11� �♦ 1,♦��♦♦1♦♦♦�1♦11♦♦♦�1♦♦1111111j111111j♦1 /♦1 �i P1 j11111��♦11 ♦1♦♦♦1♦♦1♦♦♦1♦♦♦♦♦♦1♦♦♦♦� .♦♦♦i♦q11♦Ii♦♦i♦♦ii♦♦i♦i♦♦♦�♦♦i♦♦11♦�1 1�♦I��Qa�i%Ii1�1�1%♦♦Iea:��i%�%�i%�i%�%�i ♦♦Oi1��o��a�Iq�a%Ii%�ii♦%�i;�♦�%�%♦ii♦♦�♦�i11♦i I, :�♦♦p♦♦p♦Ii♦♦i♦♦�i♦♦i�♦p♦♦Top*��I��i11♦�i�i11�� LEGEND ID INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT o PIPE REMOVAL h REMOVE EXISTING PAVEMENT i REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER i CLEARING AND GRUBBING REMOVALS BY OTHERS N PLANING BITUMINOUS PAVEMENT (2") o� T CALL 2 BUSINESS DAYS BEFORE YOU DIG PeYteet 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. /.\ 0 0 E S 0�. ti \49442 2 �FRcl ER° 1 �STNNAL ENG 211211g No. REVISION 5 /O O SF� R/W O�U' S,oO KEY MAP o CONSTRUCTION NOTES: 17 PROTECT EXISTING CURB AND GUTTER (OR CURB). x ><***xx+x***xx*+ 2 INSTALL STORM DRAIN INLET PROTECTION PER WSDOT OSTD PLAN 1-40.20-00. Q O INSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN \-10.10-01. 20 *+***+*** ° O4 REMOVE EXISTING CURB AND GUTTER (OR CURB). * x C\` *+ * * x+V�• x x ° / O5 REMOVE EXISTING UTILITY POLE (BY PSE). + *+ ++x* * + *+x\\ 3 / O6 REMOVE EXISTING SIGN AND POST. REMOVE EXISTING ELECTRICAL VAULT. x ++x REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL + 4* x x 8 PROVISIONS. x + 3 PROTECT EXISTING MONUMENT. * x* * x PROTECT EXISTING CABINET/PEDESTAL. PROTECT AND MAINTAIN EXISTING LUMINAIRE. PROTECT EXISTING FIRE HYDRANT. PROTECT EXISTING DRAINAGE STRUCTURE. REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. 16 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT—OF—WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8—INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. a�= a°Mww�� 1"=20 NEOK. BUSBY JID 7/5/1 DID d. BEAN DATUM JID 1/3/1 DID H__ - "mD. DEKOEKKOEK BY DATE APPR PA P DE BoLDT� �mao,r,=rr RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON 22 STD PLAN 400.5. 23 REMOVE EXISTING ROCKERY. 24 REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER ILLUMINATION PLANS. 25 USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN 27 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 20 0 20 40 29 REMOVE EXISTING MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE CITY OF RENTON �. 4/2016 CITY OF CI TYOF RENTON SUNSET LANE NE IMPROVEMENTS SP3 Planning/Building/Public Works Dept. SITE PREPARATION PLAN E� 6 9, i NW 1/ SEC 9, T 23 N, R 5 E, W.M. LEGEND m INLET PROTECTION �/ j�/ REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER HIGH VISIBILTY FENCE (HVF) SILT FENCE ,' , , ,' , CLEARING AND GRUBBING ---------------------- SAWCUT REMOVALS BY OTHERS PIPE REMOVAL REMOVE EXISTING PAVEMENT PLANING BITUMINOUS PAVEMENT (2") / RNER p�ZGH / "NED ... O - 3 j O 4 R/W 6 6 moo^ 6 5 2 13 + + + + v + 9N 16 \ t++t + ++ t ++ + + NE 1OTH S7 4 J 6 R/W MATCH LINE, SEE WG S GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. DESOF of CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ - 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 0&149442 a UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 �Fss/ONqL E�t21t4 Seattle, Washington 98104 2 No. REVISION 5 KEY MAP 2 15 CONSTRUCTION NOTES: i 23 O1 PROTECT EXISTING CURB AND GUTTER (OR CURB). A � 4 INSTALL STORM DRAIN INLET PROTECTION PER WSDOT a (� O STD PLAN 1-40.20-00. r- OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN -10.10-01. I R/W O O4 REMOVE EXISTING CURB AND GUTTER (OR CURB). REMOVE EXISTING UTILITY POLE (BY PSE). 'Vj 14 O6 REMOVE EXISTING SIGN AND POST. O7 REMOVE EXISTING ELECTRICAL VAULT. / of \ O8 REMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL AINT J PROVISIONS. O9 PROTECT EXISTING MONUMENT. ^�'7� , v 10 PROTECT EXISTING CABINET/PEDESTAL. iQ 11 PROTECT AND MAINTAIN EXISTING LUMINAIRE. co 12 PROTECT EXISTING FIRE HYDRANT. 13 PROTECT EXISTING DRAINAGE STRUCTURE. 14 REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. !� REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY RECORDD RAW I N G 17 REMOVE EXISTING SEWER PIPE 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8-INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. BUSBY J. BEAN TID 1 3 17 DID �E_ - NmD. DEKOEKKOEK BY DATE APPR "PP-, DE BOLDT THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND 18 REMOVE EXISTING SEWER MANHOLE. CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD 19 REMOVE EXISTING WATER MAIN. VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE 20 PLUG AND ABANDON EXISTING PIPE. INFORMATION SHOWN. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON 22 STD PLAN 400.5. 23 REMOVE EXISTING ROCKERY. REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER 24 ILLUMINATION PLANS. USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED 25 CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN (2 7 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 20 0 20 40 29 REMOVE EXISTING MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE 1 "=20' RaoM w�3ossn �� DATUM ,F CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS SITE PREPARATION PLAN 4/2016 SP4 7 9 0 J m 2 Z R/W 3, i to w w z Z cn LJ Z V � A 3 a, w Z 3: 5--4 �S 8 I —I — SD _ w W — o V) 3 Z 0 — oo_NE 1 OTH ST__ 7 t5 PROTECT EXISTING CURB RAMP L I [ 0 ElJ 1 4 , Z R/W _ J 10 0 I Q m om p NW 1/ SEC 9, T 23 N, R 5 E, W.M. *CONTRACTOR TO COORDINATE LOCATION OF HIGH VISIBILITY FENCE AND SILT FENCE WITH PRIVATE DEVELOPER. N 0- U) O ", LO � 26 0 Z J x GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8-INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. /.\ o (1 E S Off. F ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ 1 800 4 2 4 — 5 5 5 5 206-436-051511-800-615-990 \ 2 49442 p UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 �F�STpNAL EEG 121t9 1 Seattle, Washington 98104 QI No. R/W ,= ——�—� G 51+00— G m l T'_'_<iaa<�---I, '7 cl J m N Vi I z I N I I II 3 Z I I I a �n 20 N I W W HARRINGTON AVE NE I � IS 50+00 I KEY MAP CONSTRUCTION NOTES: O1 PROTECT EXISTING CURB AND GUTTER (OR CURB). h y OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. LEGEND m INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT PIPE REMOVAL REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER +++ ++ CLEARING AND GRUBBING REMOVALS BY OTHERS PLANING BITUMINOUS PAVEMENT (2-) K. BY DID 1/3/17 DID J. BEAN JJH 9/27/16 DID HE_ - NmD. DEKOEKKOEK REVISION BY DATE APPR I-P. DE BoLDT OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN -10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB). REMOVE EXISTING UTILITY POLE (BY PSE). REMOVE EXISTING SIGN AND POST. _ / m O7 REMOVE EXISTING ELECTRICAL VAULT. OREMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. O9 PROTECT EXISTING MONUMENT. 10 PROTECT EXISTING CABINET/PEDESTAL. 11 PROTECT AND MAINTAIN EXISTING LUMINAIRE. 12 PROTECT EXISTING FIRE HYDRANT. 13 PROTECT EXISTING DRAINAGE STRUCTURE. 14 REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY 16 SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. DON UTILITY STRUCTURE PER CITY OF RENTON RECORD DRAWING 22 STD 400T15NG THIS RECORD DRAWING WAS PREPARED USING 23 REMOVE EXISTING ROCKERY. INFORMATION PROVIDED TO CONSULTANT AND REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 24 ILLUMINATION PLANS. THE INFORMATION WAS NOT INDEPENDENTLY FIELD USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED VERIFIED. THE CONSULTANT DOES NOT WARRANT OR 25 CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE GUARANTEE THE ACCURACY OR COMPLETENESS OF THE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING INFORMATION SHOWN. CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN 27 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 �REMOVEEXISTING 20 0 20 40 29 MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE 1 "=20' RaoM w�3ossn �� DATUM ,F CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS SITE PREPARATION PLAN 4/2016 SP5 6 °`s w z U 0 a w z w z a J W (n z to NW 1/ SEC 9, T 23 N, R 5 E, W.M. GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT—OF—WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8—INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. /.\ o D E S Off. ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 0 49442 0 2 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 �Fss/ONqL EEN�t21t4 No. REVISION 2 LEGEND m INLET PROTECTION HIGH VISIBILTY FENCE (HVF) SILT FENCE ---------------------- SAWCUT PIPE REMOVAL REMOVE EXISTING PAVEMENT REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER CLEARING AND GRUBBING RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. KEY MAP CONSTRUCTION NOTES: O1 PROTECT EXISTING CURB AND GUTTER (OR CURB). OINSTALL STORM DRAIN INLET PROTECTION PER WSDOT STD PLAN 1-40.20-00. OINSTALL HIGH VISIBILITY FENCE PER WSDOT STD PLAN -10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB). O5 REMOVE EXISTING UTILITY POLE (BY PSE). O6 REMOVE EXISTING SIGN AND POST. O7 REMOVE EXISTING ELECTRICAL VAULT. OREMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. O9 PROTECT EXISTING MONUMENT. 10 PROTECT EXISTING CABINET/PEDESTAL. 11 PROTECT AND MAINTAIN EXISTING LUMINAIRE. 12 PROTECT EXISTING FIRE HYDRANT. 13 PROTECT EXISTING DRAINAGE STRUCTURE. 14 REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. 16 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. 17 REMOVE EXISTING SEWER PIPE. 18 REMOVE EXISTING SEWER MANHOLE. 19 REMOVE EXISTING WATER MAIN. 20 PLUG AND ABANDON EXISTING PIPE. 21 INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. 22 ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON STD PLAN 400.5. 23 REMOVE EXISTING ROCKERY. 24 REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER REMOVALS BY OTHERS ILLUMINATION PLANS. 25 USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING PLANING BITUMINOUS PAVEMENT (2") CONSTRUCTION. 26 PROTECT EXISTING GAS MAIN (2 7 INSTALL TEMP POLE (BY COMCAST/CLINK) SCALE Q 28 �REMOVEXISTING 20 0 20 40 29 MAILBOX CLUSTER FEET 30 REMOVE EXISTING LUMINAIRE BUSBY DID 5 18 DID d. BEAN )ID 1/3/1 DID HE_ "mD. DEKOEKKOEK BY DATE APPR "PA P of aoLoT CITY OF RENTON �� DATUM ��dNGLY Planning/Building/Public Works Dept. CITY OF RENTON 4/2016 SUNSET LANE NE IMPROVEMENTS SP6 SITE PREPARATION PLAN 9 �9, w z U 0 a W Z w Z a J LU (n Z (n RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. AIIAI 1/ c-r-r% n T nz AI O C C 1AI M. v�1 GENERAL NOTES: 1. APPROXIMATE CLEARING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLEARING AND GRUBBING LIMITS SHALL BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS AFTER APPROVAL BY THE ENGINEER. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2. TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. SEE SECTION 8-01.3(15) OF THE SPECIAL PROVISIONS. 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATHWAY AT ALL TIMES, OR AS DIRECTED BY THE ENGINEER. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-8,00-615-91, UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S Off. F \ REsisrER�'° 49442 �STNNAL ENG 211211g NO. REVISION KEY MAP CONSTRUCTION NOTES: O1 PROTECT EXISTING CURB AND GUTTER (OR CURB). STORM DRAIN INLET PROTECTION PER WSDOT OINSTALL STD PLAN 1-40.20-00. HIGH VISIBILITY FENCE PER WSDOT STD PLAN OINSTALL -10.10-01. O4 REMOVE EXISTING CURB AND GUTTER (OR CURB). LEGEND OS REMOVE EXISTING UTILITY POLE (BY PSE). ID INLET PROTECTION O REMOVE EXISTING SIGN AND POST. 0 HIGH VISIBILTY FENCE (HVF) --+N-- SILT FENCE ----------------- SAWCUT PIPE REMOVAL 5. SEE ILLUMINATION PLANS FOR ALL LUMINAIRES AND PROTECTION OF EXISTING FACILITIES. 6. SAWCUT LINES FOR UNDER GROUND UTILITIES ARE NOT SHOWN. 7. REMOVE EXISTING IRRIGATION HEADS, VALVES, AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAP EXISTING IRRIGATION LINES AT RIGHT—OF—WAY LINE. 8. ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MARKING SYMBOLS IN CONFLICT WITH THE CHANNELIZATION AND SIGNING PLAN SHALL BE REMOVED. 9. EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES. REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTHER BID ITEMS. EXISTING DRAINAGE, WATER, AND SANITARY SEWER PIPES LESS THAN 8—INCHES IN DIAMETER SHALL BE REMOVED AS NECESSARY TO CONSTRUCT PROPOSED IMPROVEMENTS. BUSBY J. BEAN TID 1 3 17 DID "E_ - "mD. DEKOEKKOEK BY DATE APPR "PP-, DE BOLDT O REMOVE EXISTING ELECTRICAL VAULT. OREMOVE EXISTING TREE, SEE SECTION 2-01 OF THE SPECIAL PROVISIONS. O PROTECT EXISTING MONUMENT. 10 PROTECT EXISTING CABINET/PEDESTAL. REMOVE EXISTING PAVEMENT 11 PROTECT AND MAINTAIN EXISTING LUMINAIRE. 12 PROTECT EXISTING FIRE HYDRANT. REMOVE SIDEWALK, DRIVEWAY, CURB & GUTTER 13 PROTECT EXISTING DRAINAGE STRUCTURE. CLEARING AND GRUBBING 14 REMOVE EXISTING DRAINAGE PIPE. 15 REMOVE EXISTING DRAINAGE STRUCTURE. REMOVALS BY OTHERS 16 REMOVE EXISTING HYDRANT ASSEMBLY AND SALVAGE TO CITY SHOPS. 17 REMOVE EXISTING SEWER PIPE. PLANING BITUMINOUS PAVEMENT (2") �� DATUM 18 19 20 21 22 23 24 25 26 27 SCALE Q 28 20 0 20 40 29 FEET 30 REMOVE EXISTING SEWER MANHOLE. REMOVE EXISTING WATER MAIN. PLUG AND ABANDON EXISTING PIPE. INSTALL SILT FENCE PER WSDOT STD PLAN 1-30.15-02. ABANDON EXISTING UTILITY STRUCTURE PER CITY OF RENTON STD PLAN 400.5. REMOVE EXISTING ROCKERY. REMOVE AND REINSTALL EXISTING LUMINAIRE POLE PER ILLUMINATION PLANS. USE EXISTING STORMWATER SYSTEM OR CONSTRUCT PROPOSED CONNECTION TO SUNSET BOULEVARD SYSTEM PER DRAINAGE PLANS FOR DISCHARGE OF STORMWATER RUNOFF DURING CONSTRUCTION. PROTECT EXISTING GAS MAIN INSTALL TEMP POLE (BY COMCAST/CLINK) REMOVE EXISTING MAILBOX CLUSTER REMOVE EXISTING LUMINAIRE CITY OF CITY OF RENTON 4/2016 :F SUNSET LANE NE IMPROVEMENTS a°°" RENTON Planning/Building/Public Works Dept. �W S"P7 SITE PREPARATION PLAN 10 ° 9' R/W VARIES - 53' TO 54.9' VARIES 22' TO 24.5' VARIES VARIES VARIES 1' 8' TO 10' 0' TO 24' 0' TO 24' SIDEWALK PLANTER PARKING a z 4:7 MAX I 1.5% z w MAX 1.5% _ w z 4. a a _J I— 6 7 9 8 2 3 VARIES; SEE PL SHEETS 1 LU FOR TRANSITIONS 0 Z cl) SUNSET LANE NE — TYPICAL SECTION A S-LINE - STA 10+35.19 TO STA 11+96.50 STA 12+32.50 TO STA 13+13.00 NTS R/W 49 14.5' VARIES VARIES VARIES S-LINE 1' I 8' 6' TO 14 0' TO 2' 0' TO 6' 10' SIDEWALK PLANTER PARKING I 4:7 MAX 1.5% VARIES 1.0% TO 2.0% 2.0% — — I 6 7 9 8 VARIES 2 4 7 1 SUNSET LANE NE — TYPICAL SECTION B S-LINE - STA 13+97.05 TO STA 16+02.07 STA 16+76.22 TO STA 17+41.00 NTS R/W �49 14.5' o h i i SUNSET LANE NE — TYPICAL SECTION C S-LINE - STA 17+41.00 TO STA 18+11.50 NTS N E is ii Ti oDESOF ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ x° 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 49442 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 o�F�STpNAL EEG\�� t21t9 H Seattle, Washington 98104 QI No. REVISION 10' S-LINE I 10' 2.0% _ 2.0% INSTALL THROUGH 7 1 PARKING AREA R/W VARIES 0' TO 4.4' 1' R/W CONSTRUCTION NOTES O1 6" HMA CL }Z" PG 64-22. VARIES 0' TO 6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT O STD PLAN F-10.12-03. O CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT VARIES VARIES 10' 0' TO 6' 0' TO 2' 1' STD PLAN F-10.12-03. 4 MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. PARKING O CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. 4.� MPX OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING. O 4" CRUSHED SURFACING TOP COURSE (CSTC). _ 2.0% 4'7 Mqk O8 2" BARK OR WOOD CHIP MULCH (SEE PP DRAWINGS) VARIES 244 O9 12" TOPSOIL TYPE A (SEE PP DRAWINGS) GENERAL NOTES 1. GRADING VARIES NEAR INTERSECTIONS AND MID -BLOCK CROSSINGS. SEE PL AND MD DRAWINGS FOR SPECIFIC GRADING POINTS. R/W VARIE� 0' TO 6' 1 .xm. NONE w°� CITY OF esmxeJ HUYL4R RENTON ' J. � DATUM D. DEKBE4NOEKKOEK � BY DATE APPR .PA - x.u-��aax°�r Planning/Building/Public Works Dept P. DE BOLDT RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS TYPICAL ROADWAY SECTIONS �.E 4/2016 �W RS1 11 "9, R/W I VARIES 0' TO 6.8' 1 r w z z U w W z a a _J w (n z (n R/W 8' SIDEWALK 1.5% 8' SIDEWALK 1.5% VARIES 49' TO 51.1' 14.5' VARIES VARIES VARIES 6' TO 14 0' TO 2' 0' TO 6' 10' PLANTER PARKING 2.0% VARIES 2 4 7 �/ SUNSET LANE NE — TYPICAL SECTION D S-LINE - STA 18+11.50 TO STA 19+51.93 NTS 49' 14.5' VARIES VARIES VARIES 6' TO 14 0' TO 2' 0' TO 6' r 10' PLANTER I PARKING VARIES 2.0% NE 10TH ST— TYPICAL SECTION E S-LINE - STA 20+20.42 TO STA 21+76.42 NTS 49' 14.5' VARIES 1 VARIES VARIES 1' 8' 4'�r TO 1-- "12' 0' TO 2' 0' TO 6' i SIDEWALK PLANTER PARKING I i i 12' 1* NE 10TH ST— TYPICAL SECTION F S-LINE - STA 22+64.48 TO STA 23+90.90 STA 24+60.90 TO STA 24+86.43 N E NTS is ii Ti oDESOF ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ $ � — 7. x° 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 49442 505 5th Avenue S, Suite 300 �FfSEG'srEREG� 1q 1 UTILITIES UNDERGROUND LOCATION CENTER Seattle, Washington 98104 TONAL EN 21121 No. REVISION S-LINE 10' I 2.0%, S-LINE 10' I 2.0% INSTALL THROUGH PARKING AREA S-LINE 10' I R/W I VARIES VARIES 0' TO 6' 0' TO 5' PARKING 1' R/W VARIES 0' TO 6' VARIES VARIES 0' TO 6' 0' TO 2' 1' PARKING 2.09 4: 1 1 2 4 VARIES .xm. NONE °°w HUYL4R °� °°„ ® CITY OF esmxeJ � J. BE4N RENTON JtM 21316 DID - �� DATUM D. DEKOEKKHK BY DATE APPR .PA - Planning/Building/Public Works Dept P. DE BOLDT CONSTRUCTION NOTES O1 6" HMA CL }Z" PG 64-22. OCEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. 4 MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MDT. OCEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING. O7 4" CRUSHED SURFACING TOP COURSE (CSTC). O8 2" BARK OR WOOD CHIP MULCH (SEE PP DRAWINGS) O9 12" TOPSOIL TYPE A (SEE PP DRAWINGS) GENERAL NOTES 1. GRADING VARIES NEAR INTERSECTIONS AND MID -BLOCK CROSSINGS. SEE PL AND MD DRAWINGS FOR SPECIFIC GRADING POINTS. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS TYPICAL ROADWAY SECTIONS �.E 4/2016 �W RS2 — 12 "9, w z z U w W z a a _J I- w (n z (n VARIES VARIES 8' 8.4' $ TO 8.6' 12' . SIDEWALK PLANTER 1.5% 8' 8' 12 SIDEWALK PLANTER 1.5% R/W I 13.5' VARIES VARIES VARIES 1' 8' 3' TO 13' 0' TO 2' 0' TO 8' i SIDEWALK PLANTER PARKING I 4: 7 MAY 1.5% i 4.1 MPX i 6 7 9 8 FVARIES 2 4 o E is ii Ti oDESOF ti CALL 2 BUSINESS DAYS BEFORE YOU DIGjPerteet D 1 800 424-5555206-436-0515 1 1-800-615-990 \ 49442 505 5th Avenue S, Suite 300 SG'srEUTILITIES UNDERGROUND LOCATION CENTERSeattle, Washington 98104 TONAL EN 2�121 No. 62' VARIES S-LINE 3.6' TO 4' 7.5' I 2.0% NE 10TH ST - TYPICAL SECTION G S-LINE - STA 25+56.45 TO STA 25+69.64 NTS VARIES 62' TO 70.6' S-LINE 4' 2.0% VARIES NE 10TH ST - TYPICAL SECTION H -_IIIE - STA 25+69.64 TO STA 26+68.00 NTS 62' 12 2.0% H-LINE I VARIES 7.5' TO 15.5' 2.0% HARRINGTON AVE NE - TYPICAL SECTION I H-LINE - STA 50+86.00 TO STA 51+76.00 NTS 12 PLANTER 8 PLANTER 13.5' SIDEWALK VARIES .xm. RENTON NONE °°w HUYLAR CITY OF esmxeJ - J. BEAN DATUM LKM 2 13 i6 DID -AT D. DEKOEKKOEK Planning/Building/Public Works Dept REVISION BY DATE APPR PA P DE BOLDT 8 R/W CONSTRUCTION NOTES O1 6" HMA CL }/2" PG 64-22. CEMENT CONCRETE TRAFFIC CURB AND GUTTER 2 PER WSDOT STD PLAN F-10.12-03. CONCRETE DEPRESSED CURB SECTION OCEMENT PER WSDOT STD PLAN F-10.12-03. 1 4 MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MDt. CONCRETE VALLEY GUTTER PER DETAIL OCEMENT ON DWG MD1. ORENTON CEMENT CONCRETE SIDEWALK PER CITY OF STD PLAN 102 WITH 2'x2' SAWCUT SCORING. O7 4" CRUSHED SURFACING TOP COURSE (CSTC). BARK OR WOOD CHIP MULCH O2" 8 (SEE PP DRAWINGS). Og 12" TOPSOIL TYPE A (SEE PP DRAWINGS). GENERAL NOTES 1. GRADING VARIES NEAR INTERSECTIONS AND MID -BLOCK CROSSINGS. SEE PL AND MD DRAWINGS FOR SPECIFIC GRADING POINTS. R/W I I R/W I 1. SIDEWALK I 1 .5% 4'.A MPX 4: 7 Mqk I 7 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS RS3 TYPICAL ROADWAY SECTIONS 13 "9, NW 1/ SEC 9, T 23 N, R 5 E, W.M. II MATCH LINE STA 26+00, LCURB SEE DWG PL5 STA 10+53.90 32.00' LT) R=227.79' AND SIDEWALK BY OTHERS 17- 1 8 tO BEGIN TRANSITION TO DEPRESSED INSTALL HMA TO MATCH EX GUTTER I N _ 19 \ I CURB SECTION ------- 14 21 _- w 25' WIDTH; 6' WINGS T 10 � / CROWN EL=344.17 r 3 SUNSET LANE NE 21 z z z STA 25+74.00 47.00' * * R/W 5>. tJ,J END EXTRUDED CURB + I+ ++ 101 •.. ++ + +++ + + 12 + + + + + + + + + + FILL 1 L w z 6 11 12 ++++ ° Q J Q 9 +�+ *� :�: • r SAWCUT EX. "{'. p . �. + I' SIDEWALK 'x2 +- . Y 1',.< \A.• • . •. �• .� 1' ` ^3+ .. 'a 8g1,_ �\� p FLOW EL = 3+?-9�342.96-343.72 * * * * + I �. 1 �* 1 a :' .* ..• ' C' * C6 -' LU *+�" 21 � RETAINING WALL 8 1++ �,� W + + M' _ ",�� z PER SHEEP WDi + * * +I� * + + + + +, .b ++ +,+ + +/+C1 ✓ 2 8 -, + + , + -_ +' +-'+ �--- Cn R W +I+ 21 11 + + + + C �' AP STA 25+63.38 CROWN EL = 343.16 17 + ++ `-0*� C4BEGIN 1 * I �o 00 _ M _ - - ,. - i oo _ _ , - l2$oo, + I S - Q S-LINE STA 10+00 +++I. ++ N STA 25+13.50 47.00' LT BEGIN EXTRUDED CURB * + `zb LF FILL Z FLOW EL = 341.94 34132 + + + + + FILL ® e 6 17 .50 R/W 19 I I c� R/W 14 2 3 I 'CROWN EL = 341.75 I 1 I SS - W - S STA 24+79.00 10.00' LT 10 - - - - J G G -6££-� G V 20' WIDTH; 6' WINGS1s N �i ---- / SHEET MD9 FOR MATCH LINE STA 24+75, ;, o� / ADDITIONAL INFORMATION Q SEE DWG PL4 TRANSITION TO DEPRESSEDSECTION / CEND URB SEE SHEET MD3 FOR END TRANSITION TO TRAFFIC CURB AND GUTTER ADDITIONAL INFORMATION STA 11+37.75 32.00' LT BEGIN TRANSITION TO TRAFFIC CURB AND GUTTER CURB BULB DATA CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 10+59.00 (10.00' LT) 341.27 PC Cl 10+61.12 (15.12' LT) 341.32 PT R=3' 10+51.07 (25.17' LT) 341.60 PC C2 10+53.90 (32.00' LT) 341.67 PT R-4 11+37.75 (32.00' LT) 340.13 PC C3 11+39.87 (31.12' LT) 340.06 PT R=3' 11+58.07 (12.93' LT) 339.07 PC C4 11+65.14 (10.00' LT) 338.69 PT R=10' 12+51.95 (10.00' LT) 336.88 PC C5 12+54.07 (15.12' LT) 336.94 PT R=3' 12+42.02 (27.17' LT) 337.25 PC EC7 12+44.85 (34.00' LT) 337.32 PT R=4' 12+87.10 (32.37' LT) 336.96 PCC 12+88.98 (31.25' LT) 336.93 PT R=3' RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-9! UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 SIDEWALK/DRIVEWAY POINT TABLE POINT STATION (OFFSET) ELEVATION 1 24+89.00 (47.50' LT) 2 24+89.00 (32.50' LT) 34 2.02 3 4+ 9. 0 4. 0' T 341.90 4 24+89.00 12.50 LT 341.22 - 5 24+95.00 (32.50' LT) 342.17 342.24 6 4 5. 0 4. 0' T 342.05 7 24+95.001- 12.50, LT 341.87 8 2 6 0 5 0 T 3 .9 ( 9 25+64.00 (47.00' LT) 346.44 (EX) 10 25+68.00 (32.50' LT) 343.81 11 25+68.00 (24.50' LT) 3 3. 12 25+68.00 (16.50' LT) 344.40 343.811 13 25+74.00 (47.0C LT) 4 . 4 14 25+74.00 (32.50' LT) 344.02 15 25+74.00 (24.50' LT) 3 3. 16 25+74.00 (16.50' LT) 344.08F�LOWLINE 17 25+99.00 (24.50' LT) 18 25+99.00 (16.50' LT) 344.707LOWLINE *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB DEKO ` AS 0 om 3 � 2 49442 EGISTERE��C`' 1 S�NAL ECG 2'12�1q No. REVISION LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ,n ® 2 HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) O 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC I 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 +�+ + LANDSCAPE (SEE PP DRAWINGS) - FILL- FILL LINE - CUT- CUT LINE SCALE 20 0 20 FEET 40 KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL,). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. o ""w�3 ss» O CITY OF RENTON a/tots 61 1"=2° xa""`�LN9p CITY OF SUNSET LANE NE IMPROVEMENTS cxeJ HUYLAR • ivaoox. AID 5 18 DID RENTON J(M 2 i6 1 DID """"� J. BEAN JJH 9 14 16 DID - DATUM D. DEKOEKKOEK PL1 BY DATE APPR Px - Planning/Building/Public Works Dept. c "` CEP. DE aoLDr PAVING AND GRADING PLAN �" �" 14 "g, zz LL w z J w z CURB BULB DATA CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 13+03.33 (12.90' LT) 336.55 PC C8 13+09.74 (10.00' LT) 336.47 PRC R=10' 51+60.00 (20.00' LT) 335.63 PC R=10' C9 51+68.00 (16.00' LT) 335.75 PRC 51+76.00 (12.00' LT) 335.87 PT R=10' 14+07.60 (10.00' LT) 335.26 PRC R=10' C10 14+14.07 (12.88' LT) 334.98 PRC 14+21.00 (16.00' LT) 334.65 PCC R=10' 14+05.68 (10.00' RT) 335.71 PCC R=10' C11 14+13.63 (13.14' RT) 335.52 PRC 14+21.00 (16.00' RT) 335.29 PRC R=10' NW 1/ SEC 9, T 23 N, R 5 E, W.M. CURB BULB DATA CURB BULB DATA (CONTINUED) CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 14+42.88 (16.00' LT) 333.70 PCC R=10' C12 14+49.80 (12.88' LT) 333.46 PRC 14+56.27 (10.00' LT) 333.24 PRC R=10' 14+96.18 (16.00' RT) 332.02 PRC R=10' C13 15+03.55 (13.14' RT) 331.64 PRC 15+11.51 (10.00' RT) 331.24 PCC R=10' 15+21.31 (10.00' RT) 330.81 PCC R=10' C14 15+29.26 (13.14' RT) 330.55 PRC 15+36.63 (16.00' RT) 330.34 PRC R=10' 15+51.48 (10.00' LT) 329.36 PRC E 15+57.95 (12.88' LT) 329.13 PRC ER- 15+64.87 (16.00' LT) 328.92 PCC CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 15+86.75 (16.00' LT) 328.66 PCC R=10' C16 15+93.68 (12.88' LT) 328.61 PRC 16+00.15 (10.00' LT) 328.56 PRC R=10' 15+86.75 (16.00' RT) 329.24 PRC R=10' C17 15+94.12 (13.14' RT) 329.09 PRC 16+02.07 (10.00' RT) 328.93 PCC R=10' 16+76.22 (10.00' LT) 328.23 PC R=10' C18 16+83.36 (13.00' LT) 328.27 PRC 16+90.50 (16.00' LT) 328.31 PT R=10' 16+76.22 (10.00' RT) 328.63 PC R=11;] C19 16+83.36 (13.00' RT) 328.76 PC 16+90.50 (16.00' RT) 328.89 PT R/W NO 2'x2' SAWCUT SCORING, IN THIS SIDEWALK ZONE Cl PROTECT EX CURB AND GUTTER \ \\ \- R/W REPLACE HMA BETWEEN I) CURBS IN KIND PL3 4+77.\ 100 10.00' LT -.! £�s.'', _ 24' WIDTH; 6' WINGS ` 1 O S R/W S PLS J 10 24' WIDTH; 6' WINGS X 5 y/ `I'S / �� -�44 PL2 / / N ��SS sg �£�'� / O \`� / \ \ / PL1 t') 0 14 \ ` + + 2 yy \ V G � •12 + 26 . ss ,1` \% Q 1 4 6 + 7+ $ + 13�15 18 1 / PL5 y d 3 +1 C9 +* I + ��' � �.'�.. k,2 . 1 `-- -- - 15 � ---- + 29 32 4P KEY MAP SUNSET LANE NE --'UTILITY CONSTRUCTION NOTES CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. 2j s? I 9,CL1 5 R/W 9 (� �, .` \ O CONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. w� • • . ° 1 zi ' STA 14+96.18 1 UT \ ' O CONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND 16.50 RT TO 18.50 RT 5' \ r\ 22 Q GUTTER PER DETAIL ON DWG MDi. ? 1 -r / \ CONSTRUCT THICKENED CEMENT CONCRETE SsT-`-S DEPRESSED CURB � G 22 \\ SS O4 SECTION PER DETAIL ON DWG MD1. r y \ / CONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND STA 14+21.00 STA 15+36.63 r' \ -- _ Q O SIDEWALK PER DETAIL ON DWG MD1. / 1 16.50 RT TO 18.50 RT 16.50 RT TO 18.50 RT / i R/W ,r \ �/ CONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON M i Q % 0 17 do -- --- STA 15+86.75 / \ r(am/ O DWG MD1. CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER x CITY OF RENTON STD PLAN 101. ------- --- \\ - --;c �, r 3 Qi O INSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN \ F-10.42-00. spp � \ - �^ xO INSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT \ / - STD PLAN F-10.62-02. C \\ �� CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B r'9 o \ N T C17 �Q' 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC 3 s MD4 FOR H M 1 F R (SEE GENERAL NOTE 1). ADDITIONAL INFORMATION ADDITIONAL INFORMATION �lv 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. S \ �\ STA 16+90.50 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN s 16.50 RT TO 18.50 RT 5 a F-45.10-01. \ �G` 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. c Os \� 1\ 3 Q` CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 2 LEGEND 14 CL 1/2" PG 64-22 OVER 4" CSTC. SIDEWALK/DRIVEWAY POINT TABLE SIDEWALK/DRIVEWAY POINT TABLE 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 2" HMA CL 1/2" PG 64-22 OVERLAY 3 OVER 4 CSTC. SCALE SIDEWALK/DRIVEWAY POINT TABLE (CONTINUED) (CONTINUED) ®\ 4" CST n CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER 20 0 20 40 FEET RECORD DRAWING7� POINT STATION (OFFSET) ELEVATION 25 15+33.39 (10.50' LT) 329.93 26 15+37.44 (32.50' LT) 330.48 27 15+38.00 (24.50' LT) 330.34 28 15+39.10 (10.50' LT) 330.23 29 15+64.87 (18.50' LT) 329.45 30 15+73.53 (18.50' LT) 329.35 31 15+73.59 (24.50' LT) 329.44 32 15+78.03 (24.50' LT) 329.38 33 15+78.10 (18.50' LT) 329.29 34 15+86.62 (18.50' LT) 329.24 35 16+90.50 (18.50' LT) 328.88 HMA CL 1/2- PG 64-22 OVERLAY LJ ULIAIL UN Uwu MD8. ®2" (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT 17 O INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC 20 ADJUST EXISTING MH. SIDEWALK PER CITY OF RENTON STD PLAN 102 21 ADJUST EXISTING VALVE BOX. WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). PER DETAIL ON DWG MOB GENERAL NOTES �+ + LANDSCAPE (SEE PP DRAWINGS) 1 SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL -STA/OFF INFORMATION FOR POINTS ADJACENT TO THE -FILL- FILL LINE DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET CURB LINE IS MEASURED TO THE TOP -BACK OF CURB PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. INFORMATION SHOWN. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS o O E SOF -CUT- CUT LINE IN DRIVEWAY AREA. ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet o ` �� w BuruR � Mom. w ( CITY OF 61 r-zo• '°°'0s"' CITY OF RENTON 4/2016 AR RENTON SUNSET LANE NE IMPROVEMENTS 800 424 - 5 5 5 5 206-436-0515 1 1-800-615-990 \ 49442 a e�N " RFCIsrERE �1 DID 1/4/1 7 DID I ATUMPL2 UTILITIES UNDERGROUND LOCATION CENTER 505 5thAvenue S, Suite 300 Fss/ONA� ENS\ 21t211g No. REVISION BY DATE gppR „RNE°o. oeKOEKKOEK u '-I..y Planning/B�ilding/Publle Works Dept. Seattle, Washington 98104 P. DE BOLDT PAVING AND GRADING PLAN 15'9, THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE POINT STATION (OFFSET) ELEVATION 1 51+60.00 (22.50' LT) 336.16 2 14+21.00 (18.50' LT) 335.18 3 14+29.65 (18.50' LT) 334.80 4 14+29.72 (24.50' LT) 334.89 5 14+34.16 (24.50' LT) 334.70 6 14+34.19 (21.00' LT) 3 6 7 14+38.55 (18.50' LT) 334.42 8 14+42.88 (18.50' LT) 4. 3 9 14+61.56 (32.50' LT) 333.70 10 14+61.00 (24.50' LT) 333.60 11 14+59.90 (10.50' LT) 333.58 12 14+66.34 (24.50' LT) 333.37 POINT STATION (OFFSET) ELEVATION 13 14+65.61 (10.50' LT) 332.83 14 14+87.66 (24.50' LT) 332.44 15 14+88.39 (10.50' LT) 331.84 16 14+92.44 (32.50' LT) 332.35 17 14+93.00 (24.50' LT) 332.21 18 14+94.10 (10.50' LT) 332.09 19 15+06.56 (32.50' LT) 331.74 20 15+06.00 (24.50' LT) 331.64 21 15+04.90 (10.50' LT) 331.62 22 15+11.34 (24.50' LT) 331.41 23 15+10.61 (10.50' LT) 330.87 24 15+32.66 (24.50' LT) 330.53 NW 34 SEC 9, T 23 N, R 5 E, W.M. z r - 5 v WIDTH6' WINGS 10 ��' --- .�. _ ' \ i � ss �/�\ /�� , 1,�,�.,•., + •+ + .q .26.. ��\- / Chi - % / lv 28.x STA 18 19�00s / END SUPERELEVATION TRANSITION 1 a- �- � �.~�. � I f.' � � / FLOW EL (16.00' LT) - 330.66'17 _ ' _ - > / 7!-�1 _a / O /1 EL (S-LINE) 330.34' ', y FLOW EL (14.40' RT) 330.05' R/W Fj I R W A/ r f / ,.10 yy 0 tV C2 / y p yy k, - �'� / STA 18+05.50 16.50 RT TO 18.50 RT i r i 17 a - 6`c21 5 E SHEET MD5 FOR N y/ 5 / > w �+ �� I I� ADDITIONAL INFORMATION yy STA 17+82.50 w a mow`" i 5 \ ��. �`, 16.50 RT TO 18.50 RT u; �� 3 r r �� STA 20+47.50 1 AA / / / STA 17+41.00 I� ' ' 16.50 RT TO 18.50 RT g /L� 17 BEGIN SUPERELEVATION TRANSITION I� I \ s �� / 4 G± Czy FLOW EL (16.00' LT) - 328.78' EL (S-LINE) - 329.10' i i i Vv F� �� FLOW EL (14.93' RT) - 329.40' I i i �� 'i i \ • 36 Q s v w 6 5 CJ +36 .50 v�i� I i �� / 7 1, A 18.50 RT TO 18.50 RT Uir ii �� $ •� GJ END PARKING CROSS -SLOPE TRANSITION I r `�` C� FLOW EL - 328.47' I N LAN CURB BULB DATA (CONTINUED) SIDEWALK/DRIVEWAY POINT TABLE SIDEWALK/DRIVEWAY POINT TABLE CURB BULB DATA MP�C POINT STATION (OFFSET) ELEVATION 1 17+11.00 (18.50' LT) 329.00 2 17+11.00 (24.50' LT) 329.09 3 17+16.00 (24.50' LT) 329.14 4 17+16.00 (18.50' LT) 329.04 5 17+57.00 (18.50' LT) 329.62 6 17+57.00 (24.50' LT) 329.71 7 17+62.00 (24.50' LT) 329.80 8 17+62.00 (18.50' LT) 329.71 9 18+03.00 (18.50' LT) 330.85 10 18+03.00 (24.50' LT) 330.94 11 18+07.62 (24.50' LT) 331.12 12 18+07.70 (18.50' LT) 331.03 13 18+26.49 (18.50' LT) 331.75 14 18+56.81 (32.50' LT) 333.30 15 18+55.94 (24.50' LT) 333.14 16 18+54.11 (10.50' LT) 332.85 17 18+60.81 (24.50' LT) 333.37 18 18+59.60 (10.50' LT) 332.60 19 18+80.19 (24.50' LT) 334.26 20 18+81.40 (10.50' LT) 333.61 (CONTINUED) POINT STATION (OFFSET) ELEVATION 21 18+84.19 (32.50' LT) 334.56 22 18+85.06 (24.50' LT) 334.48 23 18+86.89 (10.50' LT) 334.36 24 19+18.29 (18.50' LT) 335.96 25 19+26.64 (18.50' LT) 336.34 26 19+26.74 (24.50' LT) 336.44 27 19+30.77 (24.50' LT) 336.62 28 19+30.88 (18.50' LT) 336.54 29 19+39.23 (18.50' LT) 336.92 30 20+36.00 (18.50' LT) 339.04 31 20+56.50 (18.50' LT) 339.14 32 20+56.50 (24.50' LT) 339.23 33 20+61.50 (24.50' LT) 339.26 34 20+61.50 (18.50' LT) 339.17 35 20+91.00 (18.50' LT) 339.31 36 20+91.00 (24.50' LT) 339.40 37 20+96.00 (24.50' LT) 339.43 38 20+96.00 (18.50' LT) 339.34 •STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. D E KO \� AS CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4 - 5 5 5 5 206-436-051511-800-615-990 2 \ F RFs9sr UTILITIES UNDERGROUND LOCATION CENTER 505 5th Washington Avenue S, Suite 300 �s/ANAL ENS\2�t2�1� No. CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 17+36.50 (16.00' RT) 329.37 PC R=10' C20 17+43.64 (13.00' RT) 329.36 PRC 17+50.78 (10.00' RT) 329.34 PT R=10' 17+68.22 (10.00' RT) 329.43 PC R=10' C21 17+75.36 (13.00' RT) 329.48 PRC 17+82.50 (16.00' RT) 329.53 PT R=10' 18+05.50 (16.00' RT) 329.88 PC R=10' C22 18+13.04 (13.29' RT) 330.13 PRC 18+21.90 (10.00' RT) 330.52 FCC R=10' 18+26.49 (16.00' LT) 331.22 FCC R=10' C23 18+33.23 (12.78' LT) 331.44 PRC 18+39.19 (10.00' LT) 331.66 PRC R=10' 19+05.59 (10.00' LT) 334.72 PRC R=10' C24 19+11.55 (12.78' LT) 335.05 PRC 19+18.29 (16.00' LT) 335.43 FCC R=10' 19+39.23 (16.00' LT) 336.39 FCC R=10' C25 19+45.97 (12.78' LT) 336.64 PRC 19+51.93 (10.00' LT) 336.84 PRC R=10' CURVE STATION (OFFSET) FLOW TINE DESCRIPTION 70+57.17 (4.00' LT) PRO R=10' C26 70+63.99 (6.92' LT) 33N PRC 70+71.13 (10.00' LT) ju � FCC R=10' 20+21.72 (10.00' LT) 3 .32 PC R=10' C27 20+28.86 (13.00' LT) 338.41 PRC 20+36.00 (16.00' LT) 338.51 PT R=10' 20+33.22 (10.00' RT) 337.98 PC R=10' C28 20+40.36 (13.00' RT) 338.07 PRC 20+47.50 (16.00' RT) 338.17 PT R=10' LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ® 2' HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB SCALE + + + LANDSCAPE (SEE PP DRAWINGS) 20 0 20 40 FEET - FILL- FILL LINE - CUT- CUT LINE °M w 6�"'° nccxc J RENTON HUYLAR xn DID 51 DID 1 "=20 CITY OF DID 5 1 DID """" J. BEAN DATUM LKM 2 13 16 DID - D. DEKOEKKOEK Planning/Building/Public Works Dept. REVISION BY DATE APPR P-D, DE aOLDT x.��oao,nPr KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F 10.12 03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS PAVING AND GRADING PLAN � 4/201 s PL3 169 V189.00 LTV \ �� 21+91.92-1 \ 3.00 LT wLU z \ z � ))3 U LL.I w z \ o LU z \ i c/) \ r1` l n I 1 o 6 STA 21+39.50 16.50 RT TO 18.50 RT 5 \ I I CPA CURB BULB DATA NW 1/ SEC 9, T 23 N, R 5 E, W.M. O A R/W 5 342 - CUT 19 1 GV� 22 --- ----- CUT- - ---- - pal 5. R/W,, i 17 END PARKING CROSS -SLOPE 17 \ TRANSITION �-___ II \ FLOW EL - 339.23' I \ 17 17 O- ko \-----'----------�[ \ \ EET MD7 FOR - SEE SHEET MD6 FOR ADDITIONAL INFORMATION ° ADDITIONAL INFORMATION 0 \ - O rh \ \ SIDEWALK/DRIVEWAY POINT TABLE CURVE STATION (OFFSET) FLOW LINE DESCRIPTION ELEVATION 21+39.50 (16.00' RT) 338.63 PC R=10' C29 21+46.64 (13.00' RT) 338.60 PRC 21+53.78 (10.00' RT) 338.58 PT R=10' 21+51.00 (16.00' LT) 339.08 PC R=10' C30 21+58.14 (13.00' LT) 339.06 PRC 21+6 28 1 00' LT 33 04 T R=10' 2+ 4.82 2.00 L 339.13 PRC R=10' C31 + - L 339.11 PRC 18.00 LT 339.07 R=10 22+88.17 FCC 339.57 PCC R_10' C32 + 339.60 339.67 PRC 339.64 R=10' 23+89.67 13119.76 PT 24+35.96 (47.00' LT) 340.00 PC R=10' C33 24+39.00 (54.13' LT) 34011 PRC 24+42.04 (61.25' LT) 340.23 PT R=10' DEKo �\ of SN ti� CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 a UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ �Fss/ONq� EENG\�� tskjq Seattle, Washington 98104 2� POINT STATION (OFFSET) ELEVATION 1 21+25.50 (18.50' LT) 339.49 2 21+25.50 (24.50' LT) 339.58 3 21+30.50 (24.50' LT) 339.60 4 21+30.50 (18.50' LT) 339.51 21+5 00 1 50' LT 33 6 2+ 2.85 339.64 6 + L 339.77 7 339.}16 8 23+07.89 (24.50' LT) 339.85 9 23+12.38 (24.50' LT) 339.87 +1 . 10339.79 �9- + 339.99 11 12 23+51.83 (24.50' LT) 340.07 13 23+56.31 (24.50' LT) 340.09 jj + , L 340.01 14 15 23+76.04 3434g}� *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ®2 HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) O6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB + + + LANDSCAPE (SEE PP DRAWINGS) - FILL- FILL LINE SCALE UWAMENEENEW - CUT- CUT LINE 20 0 20 FEET 40 KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 61 1"=20' °" °w°�"'°"' O CITY OF RENTON a/tots u BurR � CITY OF SUNSET LANE NE IMPROVEMENTS '°a°°" 2 DID 5 1 DID J. BEAN RENTON ,w 1 LKM 121316 DID "E° - DATUM PL4 NE°D. DEKOEKKOEK Planning/Building/Public Works Dept. No. REVISION BY DATE APPR P-D, DE BOLDT PAVING AND GRADING PLAN 17 °°9, *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ®2 HMA CL 1 2" PG 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) O6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB + + + LANDSCAPE (SEE PP DRAWINGS) - FILL- FILL LINE SCALE UWAMENEENEW - CUT- CUT LINE 20 0 20 FEET 40 KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 61 1"=20' °" °w°�"'°"' O CITY OF RENTON a/tots u BurR � CITY OF SUNSET LANE NE IMPROVEMENTS '°a°°" 2 DID 5 1 DID J. BEAN RENTON ,w 1 LKM 121316 DID "E° - DATUM PL4 NE°D. DEKOEKKOEK Planning/Building/Public Works Dept. No. REVISION BY DATE APPR P-D, DE BOLDT PAVING AND GRADING PLAN 17 °°9, W Z LLI z a _J W Z 0 10 TA +4 8 STA 26+01.00 25' WIDTH; 6' WINGS m 34.50 LT TO 50.50 IT TA + 1 T 1 J END TRAFFIC CURB AND GUTTER tTj BEGIN EXTRUDED CURB V) LL I I FLOW EL = 546.71 346.83 Z m 14 m 0 2 (n 6 19 PROTECT EX I N 3 CURB RAMPS - - - _ LLI 0 R/W I 11 Z 7 18 ro ��i�'��,;I LLJ 3 g 1 w - 19 END EXTRUDED CURB U) " g 3 17 MATCH EX 1 + a. T 161 12 ' 14 + MATCH EX ..a TA 7+ 1. 4. T O 8 8- - MATCH EX + ;� 1 r , ti T 50 NE 1 OTH ST 20 34j� I - MATCH EX - LL,I ______ _______ Z-______ - J ROADWAY CROWN RP (4.0' LT) " _ - REPLACE CURB AND SIDEWALK PANEL BUILT BY LIBRARY CONTRACTOR TO FACILITATE THE C) INSTALLATION OF FRANCHISE UTILITIES Q R/W o I i I SIDEWALK 2'x2' t a MATCH EXISTING SIDEWALK JOINT 3 I n CURB ANDI Y OTHERS INSTALL HMA TO MATCH EX GUTTER SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 1 26+00.00 (58.50' LT) 348.48 (EX) 2 26+00.00 (50.50' LT) 347.86 (EX) 3 26+05.00 (32.50' LT) 345.34 4 26+05.00 (24.50' LT) 345.22 5 26+05.00 (16.50' LT) 345.10 6 26+31.00 (50.50' LT) 348.39 (EX) 7 26+31.00 (38.50' LT) 347.2 8 26+31.00 (32.50' 9 26+31.00 (24.50' LT) 346.1-2- 10 26+31.00 (16.50' LT) 345-66 11 1 26+37.00 (24.50' LT) 3i6?st- 12 26+37.00 (16.50' LT) 345c69- 13 26+62.00 (24.50' LT) 14 26+62.00 (16.50' LT) a16.5:1 15 26+68.00 (32.50' LT) 16 26+68.00 (24.50' LT) 3491.33 17 26+75.04 (31.80' LT) AT 18 26+81.11 (38.50' LT) 348.30 (EX) 19 26+89.05 (30.39' LT) MATCH EX *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE IS MEASURED TO THE TOP -BACK OF CURB RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 346.28 346.16 346.84 346.37 347.24 346.62 347.57 347.45 DEKO ` AS � � o o rn \ 49442 ��STNNAL EENG\�21121ty No. NW 1/ SEC 9, T 23 N, R 5 E, W.M. 1 JEND TRAFFIC CURB AND GUTTER BEGIN EXTRUDED CURB 3 FLOW EL = 335.42 8 U -�- 0 R/W _-- ---CUT__ 0 / W W + + + + 0 HARRINGTON AVE NE 1 - + - Soo 51+00 U) -23 5 C34 ++++ ++ + / G G. 9 CO 724:-�;26, - LLI •moo_ Z- _ _____ _-_o J ------ FILL -R/W M 8 Q END TRAFFIC CURB AND GUTTER BEGIN EXTRUDED CURB _ --�"- ss3_- FLOW EL = 335.42 :d11:I 1110 1011TAO 17) Z _ I .1, :) 0.00 (8.50' LT) (n 9� z ml-MATCH m 50+00 + 1CH EX EX 50+30.00 34.94' LT MATCH EX 06 % STA 50+55.00 14.50' LT STA 50+55.00 PROTECT EX CURB RAMPS END EXTRUDED CURB a MATCH EX MATCH EX '�IIN III I � I - PROTECT EX CURB RAMPS f a MATCH EX TA + MATCH EX MATCH EX CURVE STATION (OFFSET) FLOW LINE ELEVATION DESCRIPTION 51+14.00 (20.00' LT) 335.40 PC C34 51+06.00 (16.00' LT) 335.44 PRC R=10' 50+98.00 (12.00' LT) 335.48 PT R=10' SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 20 50+86.00 (28.50' RT) 336.16 21 50+86.00 (20.50' RT) 336.04 22 50+64.96 (23.68' RT) MATCH EX 23 51+39.50 (22.50' LT) 336.06 24 51+39.50 (25.50' LT) 336.10 25 51+34.50 (22.50' LT) 336.04 26 51+34.50 (25.50' LT) 336.08 27 51+21.59 (22.50' LT) 335.97 28 51+16.59 (22.50' LT) 335.95 29 51+14.00 (22.50' LT) 335.93 30 50+86.00 (25.50' LT) 335.98 31 50+86.00 (33.50' LT) 336.10 32 50+87.88 (35.76' LT) MATCH EX DID 5 1 DID 61GNF� HUYLAR LKM 2 13 16 DID J. BEAN JJH 9 27 17 DID "E_NEo - D. DEKOEKKOEK REVISION BY DATE APPR " R-D, DE BoLDT LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY A 4" CST ®2 HMA CL 1 2" 64-2 0 LAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT _.-----` PER DETAIL ON DWG MOB +�+ + LANDSCAPE (SEE PP DRAWINGS) 20 1 "=20' RaoM w�3i�ssn DATUM 11 SCALE 0 20 40 FEET CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL7). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS PAVING AND GRADING PLAN 4/2016 PL5 18 �5 Q w 6 W z LU z a J LU z to NW 1/ SEC 9, T 23 N, R 5 E, W.M. i I� ASAWCUT LINES AND REMOVE EXISTING STA 1 88.35 STA 72+39.50 PAVEMENT HATCH REMOVED ^ `� �. STA 40.86 3.0 T (4.6 T R/W 18 3.25 RT I STA 73+94.00 / \/„ 0.00 G GLENNWOOD AVE NE � X-�__X p0 74 25 M - / - OP N STA 60.42 o STA 7 6. 3. T S48.01 A S+55.92 3.5 T 21 0. \ 4 8R/W 3. T / STA 71 .00 STA 2.52 3.58 STA 94.00 3.7 T 10.28 TO 13.31 RT STA 61.90 STA 73+94.00 10.85 RT 4.6 T EDGE OF EXISTING ROADWAY i STA 40.77 NORTH OF STA 71+54 IS 8 5 APPROXIMATE AND IS NOT BASED ON SURVEY DATA. PAVEMENT RESTORATION SHALL EXTEND TO EDGE OF EXISTING ROADWAY. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 DEKo �` of e� SN m \ 49442 p �F�s/NNAL EENG\� LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY 4" CSTC 2" HMA CL 1/2" PG 64-22 OVERLAY ® (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 + + + LANDSCAPE (SEE PP DRAWINGS) 61GNFJ HUYLAR J. BEAN 1 DID $ 18 DID ---D. DEKOEKKOEK N0. REVISION BY DATE APPR 11R-DP DE BOLDT - FILL- FILL LINE - CUT- CUT LINE SCALE 20 0 20 40 FEET 1 "=20' xaoM w�3i�ssn DATUM 11 CITY OF RENTON Planning/Building/Public Works Dept. KEY MAP CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C26 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD2. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS PAVING AND GRADING PLAN 4/2016 PL6 19 �5 6" HMA CL 1/2" PG 64-22 PARKING MATCH RESPECTIVE ROADWAY VARIES AND PARKING SLOPES 1.5�-2% TRAVEL LANE 2i 4 W z Z U w o' Q ET 6" CEMENT CONCRE 2- a J (SHALL MEET MATERIAL REQUIREMENTS 6" HMA CL 1/2" OF SPECIFICATION SECTION 5-05) PG 64-22 LU 0 4" CSTC Z (n CEMENT CONCRETE VALLEY GUTTER DETAIL NTS - FACE OF CURB 6-1/2" 1" R=1/2" eMATH 2 THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER NTS FACE OF CURB 6-1/2" VARIES FROM 6" TO 0" VARIES MAINTAIN 1H:6V SLOPE ON SIDE OF CURB R=1 /2" R=1" MATCH ROADWAY SLOPE ROADWAY R=1/2" N o 2.07 w �o ---- THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION NTS CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 An AIR ENTRAINED CONCRETE CLASS 3000 R=1/2" --\ O - FLUSH WITH GUTTER PAN AT CURB RAMP ENTRANCES - 1/2" VERTICAL LIP AT DRIVEWAY ENTRANCES - 1/2" VERTICAL RISE OVER WIDTH OF CURB AT TOP OF RAISED INTERSECTIONS (SEE DETAIL BELOW) 6" 12" R-1/2" FLOW MATCH ROADWAY SLOPE LINE ROADWAY i o , o , /.\ o U E S 0�. F \ 1p 49442 o�F�STNNAL EENG\�21t21t9 FACE OF CURB 6-1/2" 1" SCORE LINE R=1" 6" 2' V-6" - MATCH ROADWAY R=1/2" MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK NTS PRECAST CEMENT CONCRETE WHEEL STOP NTS esmxeJ HUYLAR BEAN 1 ADDENDUM 1 JJH 6/9/16 DID xE� - "mD. DEINHIIOEK N0. REVISION BY DATE APPR "PP P DE aoLOT NONE PRONE w�3oOsn �� DATUM 2.5' (TYR) 4" WHITE THERMOPLASTIC LINE SEE CH1 FOR LOCATION —J SEE DWG CH1 FOR LOCATION ADA AISLE STRIPING DETAIL NTS 3/8" PREMOLDED JOINT FILLER N o . TIE BAR - #5 REBAR x 30" LONG ON 36" CENTERS LONGITUDINAL CONSTRUCTION JOINT NTS 3/8" PREMOLDED JOINT FILLER N O DOWEL BAR - 1-1/4" DIA x 18" LONG ON 12" CENTERS TRANSVERSE CONSTRUCTION JOINT NTS CONSTRUCTION JOINT GENERAL NOTES 1. WHEN A JOINT IS WITHIN 18 INCHES OF A CASTING, JOINTS SHOULD BE SKEWED TO MEET THE CASTING AT 90 DEGREES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2. DOWEL BARS SHALL NOT BE PLACED WITHIN 15 INCHES OF THE EDGE OF PAVEMENT OR A PARALLEL JOINT. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF CITY OF RENTON �.E 4/2016 CI °" RETY OF SUNSET LANE NE IMPROVEMENTS "m ON Planning/Building/Public Works Dept. MD1 MISCELLANEOUS DETAILS 20 9, A LANDING, SEE GENERAL F BACK OF SIDEWALK, SEE GENERAL NOTE 7 NOTE 4 RAMP LENGTH (FEET) MIN 3/8" EXPANSION JOINT (TYP) FLARE LENGTH (FEET) PER CITY OF RENTON STD PLAN 102 X.X LANDING LENGTH (FEE 4.0' GRADE 1.5% MAX MIN LT FAX BREAK TA OFF ARE TOCE TERC�� MP .. AT FACEOOF�CURB w W Q Z z 1.5% MAX U W W Z a Q a J 10.0% MAX o 10.0% MAX `— W (1) CONSTRUCT CEMENT GONG SIDEWALK Z PER CITY OF RENTON STD PLAN 102 CEMENT GONG TRAFFIC CURB I.f-6.0' MIN WITH 2'x2' SAWCUT SCORING PATTERN cl) AND GUTTER PER WSDOT STD PLAN F-10.12-03 MEASURED PARALLEL TO CURB (TYP) INSTALL DETECTABLE WARNING A SEE GENERAL NOTE 5 SURFACE PER WSDOT STD PLAN F-45.10-01 RAMP, SEE GENERAL NOTE 3 SEE GENERAL NOTE 9 CURB RAMP TYPE PERPENDICULAR PLAN DETAIL NTS LANDING RAMP 6" 4.0' MIN 6.0' MIN Y Y SEE GENERAL NOTE 3 CEMENT CONC SIDEWALK 1.5% MAX 1 m m MATCH ROADWAY SLOPE GRADE BREAK w w ^- TOP OF ROADWAY 4" CEMENT CONC DEPRESSED CURION PER SECTION A —A STD PLSAN F-10.12-03DOT CURB RAMP GENERAL NOTES 1. SEE DWG MD3 FOR APPROXIMATE CURB RAMP AND FLARE LENGTHS. 2. A MAXIMUM CROSS -SLOPE OF 2.0% IS ALLOWED ON SIDEWALKS AND RAMPS; AND A MAXIMUM RUNNING SLOPE OF 8.3% FOR RAMPS. TO ENSURE THAT ALL MAXIMUM ALLOWED SLOPES ARE MET, THESE DETAILS SHOW 1.5% FOR MAXIMUM CROSS -SLOPES AND 8.0% FOR MAXIMUM RAMP RUNNING SLOPES. LENGTHS MAY BE ADJUSTED TO ACHIEVE REQUIRED SLOPES AND TO ACCOMMODATE EXISTING SITE CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CURB RAMP THAT CANNOT BE CONSTRUCTED TO FULL COMPLIANCE PRIOR TO PLACING CONCRETE. ANY WORK THAT IS COMPLETE THAT IS NON -COMPLIANT SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. 3. MINIMUM RAMP LENGTH FOR TYPE PERPENDICULAR RAMPS SHALL BE 6 FEET, WITH A RAMP RUNNING SLOPE NOT TO EXCEED 8.0%. RAMP MAY BE LENGTHENED TO ACHIEVE 8.0% OR LESS SLOPE TO A MAXIMUM LENGTH OF 10 FEET. THE LENGTH OF THE RAMP MUST ALLOW FOR A 4 FOOT LANDING BEHIND THE RAMP. 4. THE REQUIRED CROSS SLOPE FOR TYPE PERPENDICULAR A RAMPS AND ALL LANDINGS IS 1.5% MAXIMUM. 5. MINIMUM FLARE LENGTH SHALL BE 6 FEET WITH A MAXIMUM SLOPE OF 10.0%. 6. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE WSDOT STANDARD SPECIFICATIONS 8-14. 7. SEE DWG MD3 FOR BACK OF WALK LIMITS. 8. ALL OBJECTS AND OBSTRUCTIONS SHALL BE KEPT OUT OF THE PEDESTRIAN ACCESS ROUTE, JUNCTION BOXES INCLUDED, UNLESS APPROVED BY THE ENGINEER. 9. BACK OF CURB SHALL BE THE SAME LOCATION AS TACTILE DOMES (I.E. NOT RADIAL). CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S 0�. F \ 49442 o�F�S10NAL EENG\�21t21I No. INC LEFT FLARE RIGHT FLARE LT RT CURB RAMP DIMENSIONS AND LEGEND NTS CURB RAMP PAY LIMITS NTS c a SFFQ� ycP�F tis spa 4 v 4 a 5 moo: a ¢ ¢�' a Q U Z� 1s S a CEMENT CONCRETE TRAFFIC CURB AND GUTTER EXISTING GROUND EXISTING GROUND .xm. NONE °°w°1 CITY OF esmxeJ HUYL4R J. BEAN L DATUM RENTON D. D oEKKOEK Planning/Building/Public Works Dept REVISION BY DATE APPR l P DE BoLDT —"C0R 11Lr TRANSITION RAMP DETAIL NTS CEMENT CONCRETE SIDEWALK HMA CL 1/2" PG 64-22 DEPTH VARIES 3" HMA CL 1/2" PG 64-22 4" CSTC SECTION B—B NTS RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS MD2 MISCELLANEOUS DETAILS 21 "9, I IADEGR BREAK SEE DWG PL1 FOR FOR(TYP) CURB BULB DATA \ 17 8 + + + + + 21 + + e.. 18 e aT v . a ACONSTR CTED �• 1 19 0 ` `20 a„.:.e.a.;.e:=.•,.,•._,< + + + + + + + 2% + + + + + + + + 12 + + + + + + 1 �4 + + + + + L .RAMP OPENING AT CURB AS 25+22.62 CONSTRUCTED L E � 1 A 1 4 A F STA 1 + 1 1 ^T .END TRANSITION. T( CURB AND GUTTER CURB AND GUTTER BY OTHERS STA 10+18.96 (15. END TRANSITION TO CURB SECTION BEGIN TRANSITION TO CURB SECTION SUNSET LANE NE & NE 10TH ST 10" CEMENT CONCRETE 6" HMA CL 1/2" PAVEMENT WITH 2'x2' PG 64-22 SAWCUT SCORING PATTERN 77Ty-4 xk .. .. 's a e 4" CSTC SECTION A -A CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S Off. F \ 49442 p �" �F�STNNAL EENG\�2112119 No. 4" CSTC SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 1 25+69.64 (16.00' RT) 343.68 2 25+63.96 (16.00' RT) 343.48 3 25+53.96 (16.00' RT) 343.14 6 10+13.36 (19.47' LT) 342.63 7 10+18.71 (14.02' LT) 341.95 12 10+22.23 (12.12' LT) 341.88 13 10+28.22 (10.84' LT) 342.21 14 10+29.27 (10.69' LT) 342.17 15 25+53.96 (29.45' RT) 343.01 16 25+63.96 (29.50' RT) 343.48 17 25+69.64 (29.50' RT) 343.75 18 10+40.00 (42.50' LT) 342.97 19 10+40.00 (32.50' LT) 342.82 20 10+53.90 (32.50' LT) 342.17 21 10+69.50 (42.50' LT) 341.58 22 10+69.50 (32.50' LT) 341.43 *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE, EXCEPT POINTS 7 AND 12, IS MEASURED TO THE TOP -BACK OF CURB CONCRETE CROSSWALK DATA POINT STATION (OFFSET) ELEVATION A 10+14.50 (17.45' LT) 342.05 B 10+14.50 (0.00') 341.94 C 10+14.50 (20.97' RT) 341.47 D 10+24.50 (11.25' LT) 341.84 E 10+24.50 (0.00') 341.84 F 10+24.50 (12.40' RT) 341.72 * FLOW LINE ELEVATION IF AT CURB CR1-CURB RETURN DATA HORIZONTAL VERTICAL PC = STA 25+56.45 (7.50' RT) FLOW LINE = 89'41'09" 343.0 PC= 342.31. 122- R = 25.00' �4 L = 39.13' 1/2= 342.04 T = 24.86' 3/4= 341.87 PT = STA 10+32.21 (10.00' LT) PT = 341.56 CENTER RADIUS - STA 25+56.45 (32.50' RT) * SEE POINTS "A" AND "D" IN THE CONCRETE CROSSWALK DATA TABLE FOR ADDITIONAL CURB RETURN FLOW LINE ELEVATIONS. DID 7/5/1 DID Esc"E J. HUYLAR DID 7/5/1 DID . J. BEAN DID 7/5/11 DID CH'".-. DEKOEKKOEK REVISION BY DATE APPR "PA P DE BOLDT CR2-CURB RETURN DATA HORIZONTAL VERTICAL PC = STA 24+86.43 (10.00' RT) FLOW LINE ELEVATIONS = 90'18'51" PC= 341.19 R = 25.00' 1/4= 341.38 L = 39.41' 1/2= 341.56 T = 25.14' 3/4= 341.75 PT = STA 10+35.19 (10.00' RT) I PT = 341.93 CENTER RADIUS - STA 10+35.19 (35.00' RT) �� DATUM • • 10 20 FEET ,F CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. (DCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL7). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC a SIDEWALK PER CITY OF RENTON STD PLAN 102 d WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS MD3 MISCELLANEOUS DETAILS 22 ° s CR3-CURB RETURN DATA HORIZONTAL VERTICAL PRC = STA 13+22.66 (10.00' LT) FLOW LINE ELEVATIONS* 0 = 80*13'44" PRC= 336.74 R = 25.00' 1 /4= 336.78 L = 35.01' 1/2= 336.67 T = 21.06' 3/4= 336.57 PT = STA 51+92.87 (12.00' RT) PT - 336.46 CENTER RADIUS - STA 13+22.66 * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 GRADE BREAK CR4-CURB RETURN DATA HORIZONTAL VERTICAL PC = STA 51+93.95 (12.00' LT) FLOW LINE ELEVATIONS* = 78'59'23" PC = 336.46 R = 25.00' 1 /4= 336.41 L = 34.47' 1 /2= 336.36 T = 20.60' 3/4= 336.30 PRC = STA 13+84.39 (10.00' LT) PRC- 336.25 CENTER RADIUS - STA 13+84.39 * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 1 13+09.50 (40.08' LT) 337.42 2 13+09.50 (32.08' LT) 337.30 3 13+30.25 (39.79' LT) 336.90 4 13+29.39 (31.79' LT) 336.85 5 13+28.99 (11.06' LT) 336.80 6 13+36.14 (29.58' LT) 336.74 7 13+36.40 (15.64' LT) 336.69 8 13+42.81 (27.90' LT) 336.51 9 13+36.58 (37.67' LT) 336.78 10 13+43.46 (35.90' LT) 336.44 11 51+68.00 (28.50' RT) 336.57 12 51+68.00 (20.50' RT) 336.45 13 51+82.00 (25.50' LT) 336.60 14 51+82.00 (33.50' LT) 336.72 15 13+63.37 (32.81' LT) 336.46 16 13+74.83 (32.36' LT) 336.53 17 13+81.76 (32.50' LT) 336.65 18 13+64.69 (24.66' LT) 336.42 19 13+75.79 (24.36' LT) 336.49 20 13+75.57 (12.03' LT) 336.31 21 13+82.99 (24.50' LT) 336.53 22 13+83.15 (10.04' LT) 336.26 RAISED INTERSECTION DATA POINT STATION (OFFSET) ELEVATION A 13+13.00 (10.00' LT) 336.44 B 13+13.00 (0.00') 336.64 C 13+13.00 (10.00' RT) 336.84 D 13+25.77 (10.25' LT) 336.84 E 13+25.77 (0.00') 337.06 F 13+25.77 (10.00' RT) 337.26 G 51+88.00 (12.00' RT) 336.43 H 51+88.00 (0.00') 336.67 1 51+88.00 (12.00' LT) 336.43 J 51+76.00 (12.00' RT) 335.87 K 51+76.00 (0.00') 336.11 L 51+76.00 (12.00' LT) 335.87 M 13+84.39 (10.00' LT) 336.25 N 13+84.39 (0.00') 336.45 0 13+84.39 (10.00' RT) 336.65 P 13+97.05 (10.00' LT) 335.53 Q 13+97.05 (0.00') 335.73 R 13+97.05 (10.00' LT) 335.93 * FLOW LINE ELEVATION IF AT CURB /. opESp� HUYLAR u xm i \ J. BEAN Off, R 49442 o �`" DATUM AT IULL F,If/�NAL EEG\� 2'tq Pq"mD. DEKOEKKOEK 2�1 N0. REVISION BY DATE APPR " P. DE BOLDT • • 10 20 FEET ,F CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG ALl). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 2. SEE DWG MD8 FOR RAISED INTERSECTION DETAILS AND CROSS -SECTIONS. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d e SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB LANDSCAPE (SEE PP DRAWINGS) LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS MD4 MISCELLANEOUS DETAILS 23 °`9, z U W z w z a J I- LLJ (n z (l) SUNSET LANE CR5-CURB RETURN DATA HORIZONTAL VERTICAL PRO = STA 19+56.98 (10.00' LT) FLOW LINE ELEVATIONS* = 85'29'47" PRC= 337.24 R = 25.00' 1/4= 337.90 = 37.30' 1/2= 338.27 T = 23.11' 3/4= 338.44 PRC= STA 70+36.75 (4.00' LT) I PRC= 338.61 CENTER RADIUS - STA 19+56.98 (35.00' LT) * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 10TH ST & GLENNWOOD AVE NE CR6-CURB RETURN DATA HORIZONTAL VERTICAL PCC = STA 70+21.44 (16.00' RT) FLOW LINE ELEVATIONS* A = 61'17'53" PCC= 338.81 R = 25.00' 1 /4= 338.80 L = 26.75' 1 /2= 338.79 T = 14.81' 3/4= 338.77 PRC = STA 20+10.88 (10.00' LT) I PRC= 338.64 CENTER RADIUS - STA 20+10.88 (35.00' LT) * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION /.\ o D E S 0�. F \ 49442 o�F�S10NAL EENG\�21t21I SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 1 19+51.93 (32.50' LT) 337.67 2 19+51.93 (24.50' LT) 337.55 3 19+65.56 (32.50' LT) 338.42 4 19+67.04 (34.50' LT) 338.55 5 19+67.34 (24.50' LT) 338.38 6 1 19+67.15 (13.37' LT) 338.01 7 19+71.37 (24.50' LT) 338.45 8 19+74.58 (24.50' LT) 338.41 9 19+71.48 (17.87' LT) 338.27 10 19+70.87 (32.50' LT) 338.58 11 19+75.69 (32.50' LT) 8. 6 12 70+57.17 (15.50' LT) 339.i5 13 70+57.17 (10.50' LT) 339.88- 14 70+79.20 (15.50' LT) A H X 15 70+83.00 (15.09' LT) TC E 16 70+64.00 (21.50' RT) 938.66 (E)� 17 70+56.50 (21.50' RT) 339.88 18 70+52.20 (21.50' RT) 19 70+46.83 (17.50' RT) 3 .88 20 70+32.83 (20.00' RT) 338.88 21 70+33.27 (25.00' RT) 338.97 22 70+28.81 (25.00' RT) 338.95 23 70+25.84 (26.86' RT) 338.94 24 19+94.48 (32.50' LT) 338.87 25 19+91.31 (32.50' LT) 338.83 26 19+96.87 (24.50' LT) 338.83 27 19+93.28 (24.50' LT) 338.81 28 19+96.75 (17.35' LT) 338.80 29 20+00.90 (24.50' LT) 338.86 30 20+01.10 (13.09' LT) 338.78 RAISED INTERSECTION DATA POINT STATION (OFFSET) ELEVATION A 19+51.93 (10.00' LT) 336.84 B 19+51.93 (0.00') 336.64 C 19+51.93 (10.00' RT) 336.44 D 19+65.24 (12.14' LT) 337.91 E 19+65.24 (0.00') 337.64 F 19+65.24 (10.00' RT) 337.44 G 70+36.75 (4.00' LT) 338.61 H 70+36.75 (6.00' RT) 338.86 1 70+36.75 (16.00' RT) 338.86 J 70+49.42 (4.00' LT) 338.37 K 70+49.42 (6.00' RT) 338.42 L 70+49.42 (16.00' RT) 338.37 M 20+07.11 (10.42' LT) 338.77 N 20+07.11 (0.00') 338.53 0 20+07.11 (10.00' RT) 338.33 P 20+20.42 (10.00' LT) 338.31 Q 20+20.42 (0.00') 338.11 R 20+20.42 (10.00' RT) 337.91 * FLOW LINE ELEVATION IF AT CURB 1 339.12 339.04 SCALE 10 0 10 20 FEET cxeo; HUYL4R CITY OF � xm FENTON "m 2 DID 0 29 18 DID �. eEnN I ATUM 1 LKM 2 21 16 DID c - D. DEKOEKKOEK 0 1 AT Planning/Building/Public Works Dept N0. REVISION BY DATE APPR PA P DE BoLDT CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG ALl). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 2. SEE DWG MD8 FOR RAISED INTERSECTION DETAILS AND CROSS -SECTIONS. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d e SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON 4/2016 SUNSET LANE NE IMPROVEMENTS a °�* MD5 MISCELLANEOUS DETAILS """ 24 ° 9, z U W z W z a J I- LU (n z (l) WARNING SURFACES BY OTHERS NE 10TH ST & HARRINGTON AVE NE CR7-CURB RETURN DATA CR8-CURB RETURN DATA HORIZONTAL VERTICAL PC = STA 21+76.42 (10.00' LT) FLOW LINE ELEVATIONS* A = 90,00,00" PC= 339.09 R = 25.00' 1 4= 3 .7 T = 25.00' 3/4- 318.27 PT = STA 22+01.42 (35.00' LT) PT = 40. 5 CENTER RADIUS - STA 21+76.42 (35.00' LT) * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION 22+29.57 (33.20' LT) 340.10 340.30 21.42' 22+54.23 (12.00' LT) 1 CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 HORIZONTAL VERTICAL FLOW LINE ELEVATIONS* PC = A = 9890'68" 81'11'9" PC= 349.42 R = 25.00' 1 /4= 549.93 L = 40 27' 35.42' 1 /2= 340-05 T = 3/4= 349.�fr PT = 339-6/L PT = CENTER RADIUS - * FLOW LINE ELEVATIONS ACCOUNT FOR RAISED INTERSECTION /.\ o D E S Off. F \ 49442 p �" 10NAL EENG\�21t21I No. 340.41 340.21 340.00 339.80 339.55 22+54.23 (37.00' LT) REVISION SIDEWALK POINT TABLE POINT STATION (OFFSET) ELEVATION 1 21+65.28 (32.50' LT) 339.87 2 21+65.28 (24.50' LT) 339.75 3 21+87.92 (32.50' LT) 340.33 4 21+89.92 (34.50' LT) 340.39 5 21+89.92 (39.31' LT) 340.59 6 21+89.92 (24.50' LT) 340.24 7 21+89.92 (13.96' LT) 339.99 8 21+94.92 (24.50' LT) 34 3 9 21+94.92 (18.18' LT) 10 21+99.11 (24.50' LT) 340.26 11 21+94.92 (32.50' LT) 340.43 12 22+01.29 (32.50' LT) -340.49- 13 21+94.92 (38.50' LT) 340.57 14 21+99.92 (53.58' LT) 15 21+95.92 (57.40' LT) 34i. 16 21+95.92 (62.40' LT) MATCH EX 17 22+41.01 (50.50' LT) 340.58 (EX) 18 22+46.01 (50.50' LT) 340.65 (EX) 19 22+46.01 (34.50' LT) 340.37 20 22+48.01 (32.50' LT) 340.30 21 2 +4 .01 (3 .50' LT 34 4 22 (32.50' LT) 23 22+41.01 (24.50' LT) 340.29 24 22+2449-(24.50' LT) 349.21 25 26 22+46.01 (24.50' LT) 340.21 27 22+46.01 (10.72' L-T) 339.79 2 + 4. 3 .0 29 22+64.48 (24.50' LT) 339.91 RAISED INTERSECTION DATA POINT STATION (OFFSET) ELEVATION A 21+76.42 (10.00' LT) 339.09 B 21+76.42 (0.00') 338.89 C 21+76.42 (10.00' RT) 338.69 D 21+88.42 (13.07' LT) 339.96 E 21+88.42 (0.00') 339.45 F 21+88.42 (10.00' RT) 33 .2 G 22+01.42 (35.00' LT) + 4.9 5.0 ' 1 22+24,99T(35.00' LT) 340.42 J 22+01.42 (48.00' LT) 340.38 K 22+14.92 (48.00' LT) L 22i26.99 (48.00' LT) 340.39 M 22+51.99 �}9-99=-L�� N 22+51.99 (0.00') 3 .7 0 22+51.99 (10.00' RT) 339.57 P 22+64.48 (19-99' Lam) 339.13 2 +6 .4 -(d`-6'0r 339.3 R 22+64.48 (10.00' RT) 339.1 * FLOW LINE ELEVATION IF AT CURB esmxeJ HUYLAR J. BEAN -KM 12 21 16 DID HE= - xmD. DEKOEKKOEK BY DATE APPR "PA P of aoLor 341.01 341.15 340.39 340.20 339 992 I 340.49 340.81 340.74 340.33 339.65 3 3 SCALE 10 10 20 1"=10' xaoM w�3ossn �� DATUM FEET ,F CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 2. SEE DWG MD8 FOR RAISED INTERSECTION DETAILS AND CROSS -SECTIONS. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d e SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS MISCELLANEOUS DETAILS 4/2016 MD6 25 �9 FLOW EL �4' (EX) Q 340.21 17 13 w 16 z Z 15 w o Z 154 GRADE J D a W e + J K Cn Z 13 DD + J 12 tl) 1 9 + G H 1 8 e10 1 a 9 2 .. D° 3.. 5 D + + + ++ -. ++ ++ + + + + + -F pa D • .' 7 6 - - D 12 c L L r7. N 1 a6 C F (12.00' LT) (36.87' LT) 28 GRADE BREAK FUTURE DETECTABLE WARNING SURFACES BY OTHERS CR9-CURB RETURN DATA FLOW EL t 348.73 (EX) 340.42 18 20 19 + 21 13 22 + F + 23 + eF + BEGIN TRANSITION RAMF D p + + FLOW EL = 340.56 + CURB BULB DATA + + + .° + + 24 + e + + + + + + D + + + e + + + 25 + + + 2726 + + 34+ 37 C NE 1OTH ST & SUNSET LANE NE R L VERTICAL PC = STA 23+90.90 (18.08' Ef) FLOW LINE r = 89'42'18" PC= R = 25.00' 1 /4= L = 39.14' 1 /2= T = 24.87' 3/4= PT = STA 24+15.90 (34.87' LT) PT = CENTER RADIUS - STA 23+90.90 (35�-^-o=T Wv (37.13' LT) 1 339.72 340.02 340.15 340.22 340.23 (12.00' LT) (37.00' LT) GRADE BREAK CR10-CURB RETURN DATA R L VERTICAL PC = STA 24+35.90 FLOW LINE 0 = 90' 17'42" PC= 349.27 R = 25.00' 1 /4= 340,45- L = 39.40' 1 /2= 4� T = 25.13' 3/4= ' PT = STA 24+60.90 44.. 4 -'6:. - PT = CENTER RADIUS - STA 24+60.90 (36.90' L-T� * L T C R D * 0 L I S C U I INTERSECTION INTERSECTION CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S 0�. F \ 49442lp p �" T0NAL EENG\�21t21I 24+04.30 (15.89' LT' 24+10.33 (21.26' LT, 24+12.56 24+15.50 24+36.32 24+39.26 (24.50' LT) 24+42.33 (20.28' LT) 24+48.30 (15.41' LT) (12.50' LT) (12.50' LT) (12.00' LT) (15.06' LT) 24+15.83 24+36.00 (15.07' LT) (12.00' LT) SIDEWALK/DRIVEWAY POINT TABLE POINT STATION (OFFSET) ELEVATION 1 23+76.04 (32.50' LT) 340.31 2 23+76.04 (24.50' LT) 340.19 3 2 +04.35 (2 .50' LT 34 34 4 24194.29 (, T 5 24+10.35 (24.50' LT) 340.23 s 24119.32 T4 (1 7 ^44-. 4.50' LT) 8 24+02.39 (32.50' LT) 340.45 9 24+04.40 (34.50' LT) 340.49 10 24+10.39 (32.50' LT) 340.35 11 24+15.78 (32,e15^e 6T) 340i6 12 24+10.42 (38.47' LT) 340.41 13 24+04.42 (39.44' LT) 340.52 14 24+14.48 (50.95' LT) 15 24+09.50 (55.03' LT) 16 24+09.52 (59.03' LT) 349.89 17 24+09.56 (66.03' LT) MATCH EX 18 24+47.11 (74.97' LT) MATCH EX 19 24+48.61 (74.97' LT) MATCH EX 20 24+52.61 (74.95' LT) MATCH EX 21 24+58.40 (74.92' LT) MATCH EX 22 24+48.57 (67.97' LT) 341.16 23 24+59.00 (67.50' LT) MATCH EX 24 24+59.00 (47.50' LT) 342.79 (EX) 25 24+48.40 (34.50' LT) 340.73 26 24+50.39 (32.50' LT) 340.79 27 24+42.39 (32.50' LT) 340.61 28 4+4ear(32.50' LT) 29 24+42.35 (24.50' LT) 340.66 30 24.3-2 ---- - 349.47 31 241 42.32 ___ _ 32 24+48.35 (24.50' LT) 340.77 33 34 24+63.00 (32.50' LT) 341.36 35 24+63.00 (24.50' LT) 36 24+63.00-� 37 24+69.00 (32.50' LT) 38 24+69.00 (24.50' LT) 39 24+69.00-4440'-6,TT RAISED INTERSECTION DATA POINT STATION (OFFSET) ELEVATION A 23+90.90 (1949'' 6r4 B 23+90.90 (0.00') 339.96 C 23+90.90 (10.00' RT) 339.76 D 24+02.90 E 24+02.90 (0.00') 340.52 F 24+02.90 (10.00' RT) 340.32 G24 15.90(35.00' LT) 340.27 H 24+25.90 (35.00' LT) 340.32 1 (35.00, LT) J 24+15.96 (47.00' LT) 340.00 K 24+25.96 (47.00' LT) 340.05 L 24+35.96 (47.00' LT) 340.00 M 24+48.90 (!3,97-N} N 24+48.90 (0.00') 340.99 0 24+48.90 (10.00' RT) 340.79 P 24+60.90(1668' EFL (0.0 30. R 24+60.90 (10.00' RT) 340.55 * FLOW LINE ELEVATION IF AT CURB mmxeJ HUYLAR J. BEAN 1 LKM 2 21 16 DID nmxmD. DEKOEKKOEK N0. REVISION BY I DATE I APPR "PA P DE BOLDT w�3 ss„ �� DATUM 340.11 340.17 340.19 340.25 340.56 340.68 340.72 340.91 340.32 340.49 340.59 340.74 341.24 341.06 341.51 341.39 340.71 339.72 340.10 340.27 340.75 CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. (DCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C28 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. i6 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MOB. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG ALl). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. 2. SEE DWG MOB FOR RAISED INTERSECTION DETAILS AND CROSS -SECTIONS. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d e SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING 340.51 THIS RECORD DRAWING WAS PREPARED USING SCALE INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR 10 0 10 20 FEET GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. ® CITY OF CITY OF RENTON IMP SUNSET LANE NE IMPROVEMENTS RENTON Planning/Building/Public Works Dept MISCELLANEOUS DETAILS �B0/2016 MD7 7.0 26 9 RAISED INTERSECTION DETAIL 6" CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 10" CEMENT CONC PAVEMENT 4" CSTC SECTION A -A NTS /.\ o D E S 0�. ti CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 49442 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 o�F�STpNAL EEG\�� t21t9 Seattle, Washington 98104 2� NTS 6" HMA CL 1/2" J PG 64-22 4" CSTC EXPANSION JOINT PER CITY OF RENTON STD PLAN 102 CEMENT CONC SIDEWALK VARIES* 10" CEMENT CONC PAVEMENT R=1" (NP) 10% DECORATIVE EXPOSED ---J N AGGREGATE TREATMENT (SEE SPECIAL PROVISION 2' 6' 4" CSTC SECTION 8-28) SECTION C-C NTS *ALL SIDE SLOPES FOR THE EXPOSED AGGREGATE TREATMENT SHALL BE 10% TO A MAXIMUM HEIGHT OF 2" ABOVE THE PROPOSED ROAD/SIDEWALK GRADE. DUE TO LIMITED SPACE RAFFIC CURB AND BETWEEN SOME PEDESTRIAN ROUTES, THE 2" HEIGHT MAY NOT 1ED DEPRESSED BE ACHIEVED AND NO TOP SURFACE WILL BE PRESENT. ,) APPROXIMATE GRADE BREAKS ARE SHOWN FOR REFERENCE ON DRAWINGS MD4—MD7. CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 (TYP) 6" CEMENT CONC TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03 LIM L 6" HMA CL 1/2" PG 64-22 4" CSTC .xm. RENTON NONE °°w°� °°„ E)CITY OF esmxeJ HUYL4R J. BEAN � DATUM D. DEKOEKKOEK Planning/Building/Public Works Dept N0. REVISION BY DATE APPR PA P. DE BOLDT THICKENED CEMENT CONC DEPRESSED CURB SECTION PER DETAIL ON DWG MD1 10" CEMENT CONC PAVEMENT 4" CSTC SECTION B-B NTS RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS MD8 MISCELLANEOUS DETAILS 27 9, GRADE BREAK (TMP) + + + + +- + + + + I + + + + + 3 5 9 , '< ' 4 • s oove2- - + + + +4 + + 6 10 + + + + + + + + + + + + + + + + + 41, w + + + + + 7 11 z z + + + + w + + + + +++ a J 8 12 w Cn z + 0.00. TRANSITION FROM AND GUTTER TO 1 CURB SECTION (T 3 20 28 26 ° 29 17 21.24 4 + + ° 4. + n + + + 18 2, ° e . + + +k + i + + m+ + FUTURE DETECTABLE WARNING SURFACE BY OTHERS MID -BLOCK RAISED CROSSING (SUNSET LANE NE BETWEEN NE 10TH ST & HARRINGTON AVE NE) CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 ISOMETRIC VIEW NTS /.\ o D E S Off. F \ 49442 p �" 10NAL EENG\�21121I V` SIDEWALK/DRIVEWAY POINT TABLE POINT STATION (OFFSET) ELEVATION 1 11+37.75 (42.50' LT) 340.28 2 11+37.75 (32.50' LT) 340.13 3 11+66.75 (42.50' LT) 339.07 4 11+66.75 (32.50' LT) 338.92 5 11+78.50 (42.50' LT) 338.77 (EX) 6 11+78.50 (32.50' LT) 338.72 (EX) 7 11+78.50 (22.50' LT) 338.67 (EX) 8 11+78.50 (10.50' LT) 338.64 9 11+84.50 (42.50' LT) 338.60 (EX) 10 11+84.50 (32.50' LT) 338.55 (EX) 11 11+84.50 (22.50' LT) 338.50 (EX) 12 11+84.50 (10.50' LT) 337.94 13 12+08.50 (42.50' LT) 338.10 (EX) 14 12+08.50 (32.50' LT) 338.05 (EX) 15 12+08.50 (22.50' LT) 338.00 (EX) 16 12+08.50 (10.50' LT) 337.94 17 12+11.50 (32.50' LT) 338.03 (EX) 18 12+11.50 (22.50' LT) 337.97 (EX) 19 12+11.50 (10.00' LT) 337.90 20 12+17.50 (42.50' LT) 338.06 (EX) 21 12+17.50 (32.50' LT) 337.99 (EX) 22 12+17.50 (22.50' LT) 337.91 (EX) 23 12+17.50 (10.00' LT) 337.82 24 12+20.50 (32.50' LT) 337.97 25 12+20.50 (10.50' LT) 337.78 26 12+32.50 (34.50' LT) 337.90 27 12+32.50 (10.50' LT) 337.62 28 12+44.85 (42.50' LT) 337.94 29 12+44.85 (34.50' LT) 337.82 *STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE, EXCEPT POINTS 19 AND 23, IS MEASURED TO THE TOP -BACK OF CURB MID -BLOCK CROSSING DATA POINT STATION (OFFSET) ELEVATION A 11+96.50 (10.00' LT) 337.63 B 11+96.50 (0.00') 337.83 C 11+96.50 (10.00' RT) 338.03 D 12+08.50 (10.00' LT) 337.94 E 1 12+08.50 (0.00') 338.14 2+ B. 0. ' T) 8. 4 G 12+44.50 121 9.69- (10.00' LT) 337..78- 336. H 12+44.501 1 29.69- (0.00') 337-98-337. 1 12+414.50'�9-(10.00' RT) 338.18-337. 337.12 337. K 12+32.50 (0.00') 337.32 337. L 12+32.50 (10.00' RT) 337.62 338. 96 16 36 62 82 02 FLOW LINE ELEVATION IF AT CURB • • 10 20 FEET 3 DID 7 5 1 DID " J. HUYLAR 2 DID 7 5 1 DID J. BEnN 1 DID 7 5 1 - "mD. DATUM DEKOEKKOEK NO. REVISION BY I DATE APPR PA P DE BOLDT ,F CITY OF RENTON Planning/Building/Public Works Dept CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MDT. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C213 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL7). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC d a SIDEWALK PER CITY OF RENTON STD PLAN 102 WITH 2'x2' SAWCUT SCORING OVER 4" CSTC F777DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS �W MD9 MISCELLANEOUS DETAILS 28 °`9, 5 15 3: 4 N 19 . 21 + g 9 2 16 ° + + + ++ + 7 10 _ _ 13 17 + + + + + + + ++ + + + e 4 m - - 8 11 � 14 18 + 20 ;:;:: °^;aeae: 22 + + w W G J 1 z z _A 12 12 W �'e 4 Q 1 - - 4 16 50.00 71' o' a __J at H K B E 4 4 W 3 I F L z 1 1 21 END THICKENED 3" TRAFFIC CURB AND GUTTER BEGIN THICKENED DEPRESSED CURB SECTION ° END THICKENED DEPRESSED CURB SECTION TA 1 + 1 ' RT BEGIN THICKENED 3" TRAFFIC CURB AND GUTTER END THICKENED DEPRESSED CURB SECTION BEGIN THICKENED 3" TRAFFIC CURB AND GUTTER FUTURE CURB RAMP BY OTHERS END THICKENED 3" TRAFFIC CURB AND GUTTER FUTURE CURB RAM BY OTHERS BEGIN THICKENED DEPRESSED CURB SECTION MID -BLOCK RAISED CROSSING (NE SUNSET LANE BETWEEN HARRINGTON AVE NE & GLENNWOOD AVE NE) TRAIN GUTT CURE CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-94 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o D E S Off. F \ 49442 o�F�S10NAL EENG\�21121I SIDEWALK/DRIVEWAY POINT TABLE POINT STATION (OFFSET) ELEVATION 1 16+11.34 (24.50' LT) 328.99 2 16+11.15 (10.00' LT) 328.67 3 16+16.66 (24.50' LT) 328.93 4 16+16.85 (10.00' LT) 328.61 5 16+22.44 (32.50' LT) 328.98 6 16+22.16 (24.50' LT) 328.86 7 16+21.85 (16.50' LT) 328.82 8 16+21.61 (10.50' LT) 328.80 9 16+27.58 (24.50' LT) 328.80 10 1 16+27.48 (16.50' LT) 328.76 11 16+27.40 (10.50' LT) 328.48 12 16+51.25 (24.50' LT) 328.66 13 16+51.25 (16.50' LT) 328.62 14 16+51.25 (10.50' LT) 328.34 15 16+57.25 (32.50' LT) 328.79 16 16+57.25 (24.50' LT) 328.67 17 16+57.25 (16.50' LT) 328.63 18 16+57.25 (10.50' LT) 328.60 19 16+62.25 (24.50' LT) 328.69 20 16+62.25 (10.00' LT) 328.37 21 16+68.25 (24.50' LT) 328.72 22 16+68.25 (10.00' LT) 328.40 •STA/OFF INFORMATION FOR POINTS ADJACENT TO THE CURB LINE, EXCEPT POINTS 2, 4, 20, AND 22, IS MEASURED TO THE TOP -BACK OF CURB �I��I�T•��I�j� �7r r, TION (OFFSET) ELEVATION 2.07 (10.00' LT) 328.53 F02.07 (0.00') 328.73 2.07 (10.00' RT) 328.93 B.40 (10.00' LT) 328.71 F08.40 (0.00') 328.91 5.40 (10.00' RT) 329.11 D.22 (10.00' LT) 328.42 F70.22 (0.00') 328.62 3.22 (10.00' RT) 328.82 6.22 (10.00' LT) 328.23 F76.22 (0.00') 328.43 5.22 (10.00' RT) 328.63 J IF AT CURB • • 10 20 FEET 6cxm.J. CITY OF 1 cxeo; RENTON HUYL4R �DATUM 1 DID 7 5 DID J. BEAN D. DEKOEKKOEK Planning/Building/Public Works Dept N0. REVISION BY DATE I APPR PA P. DE aOLDT CONSTRUCTION NOTES OCONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT CEMENT CONCRETE DEPRESSED CURB SECTION PER WSDOT STD PLAN F-10.12-03. OCONSTRUCT THICKENED 3" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT THICKENED CEMENT CONCRETE DEPRESSED CURB SECTION PER DETAIL ON DWG MD1. OCONSTRUCT MONOLITHIC CEMENT CONCRETE CURB, GUTTER, AND SIDEWALK PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE VALLEY GUTTER PER DETAIL ON DWG MD1. OCONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101. OINSTALL EXTRUDED CURB TYPE 6 PER WSDOT STD PLAN F-10.42-00. OINSTALL PRECAST SLOPED MOUNTABLE CURB PER WSDOT STD PLAN F-10.62-02. CONSTRUCT CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE C2B 10 PER CITY OF RENTON STD PLAN 104.4 OVER 4" CSTC (SEE GENERAL NOTE 1). 11 CONSTRUCT CURB RAMP TYPE PERPENDICULAR PER DETAIL ON DWG MD2. 12 INSTALL DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F-45.10-01. 13 CONSTRUCT TRANSITION RAMP PER DETAIL ON DWG MD1. CONSTRUCT ASPHALT DRIVEWAY WITH 4" HMA FOR APPROACH 14 CL 1/2" PG 64-22 OVER 4" CSTC. 15 CONSTRUCT ASPHALT SIDEWALK WITH 3" HMA CL 1/2" PG 64-22 OVER 4" CSTC. 16 CONSTRUCT DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8. 17 INSTALL MONUMENT CASE AND COVER (SEE DWG AL1). 18 ADJUST EXISTING MONUMENT CASE AND COVER. 19 ADJUST EXISTING CB. 20 ADJUST EXISTING MH. 21 ADJUST EXISTING VALVE BOX. 22 SLOPE OF PARKING LANE VARIES (SEE CURB BULB DATA). GENERAL NOTES 1. SIDEWALK GRADE SHALL BE MAINTAINED THROUGH ALL DRIVEWAYS; DO NOT DEPRESS SIDEWALK. STATION/OFFSET PROVIDED TO CENTER OF DRIVEWAYS AT FACE OF CURB. SIDEWALK THICKNESS SHALL MATCH DRIVEWAY THICKNESS IN DRIVEWAY AREA. LEGEND 2" HMA CL 1/2" PG 64-22 OVERLAY (FINAL LIFT OF ADJACENT FULL DEPTH PAVEMENT SHALL BE PLACED SIMULTANEOUSLY WITH OVERLAY) 6" HMA CL 1/2" PG 64-22 OVER 4" CSTC 9" HMA CL 1/2" PG 64-22 OVER 4" CSTC a SIDEWALK PER CITY OF RENTON STD PLAN 102 d WITH 2'x2' SAWCUT SCORING OVER 4" CSTC DECORATIVE EXPOSED AGGREGATE TREATMENT PER DETAIL ON DWG MD8 LANDSCAPE (SEE PP DRAWINGS) L LONGITUDINAL JOINT WITH TIE BARS PER DETAIL ON DWG MD1 T TRANSVERSE JOINT WITH DOWELS PER DETAIL ON DWG MD1 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CITY OF RENTON �.E 4/2016 SUNSET LANE NE IMPROVEMENTS MD10 MISCELLANEOUS DETAILS 77F 29 °'94 NW 1/ SEC 9, T 23 N, R 5 E, W.M. MATCH LINE STA 26+00, SEE DWG DR5 R/W w II a Z z U w I I z a Q I a J r°n � BEGIN PRO S-LINE STA 10 0P I Z Q 78.5 LF 18" SD ® 1.04% 6 CB #FT 7, 4'X4' FILTRATION UNIT TA 24+97.44 (14.5' LT o ' I I I 1 7.2 LF 8" CPEP ® 5.011 ILI SET LANE NE Ib •. yam: „ 137.7 LF 18" SD ®1.009. .. Lob I'1, LlYG STA 24+91.14 (10.3' LT) $W SOLID LOCKING LID 29.3 LF 18" SO 0 1.03% OS dSTA 24+84.45 (1.3' LT) MATCH LINE STA 24+75, SEE DWG DR4 GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4.THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE SHEETS DP7-DP5. 6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. 7. ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH. 8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET 0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 18.6 LF 8" CPEP 0 5.0% 4'X4' FILTRATION UNIT 97 (12.5' LT) z _ SS _ SS J� 9 SS - - - /-cis SD '50, TYPE 2-48" O )LID LOCKING LID 10+57.75 (8.9' LT) 1 9 / +CB #EX 3-4, EXISTING TYPE 2-48"_ W- I STA 11+49 69 (8.1' RT) G SS - G 45.0 LF 1 2' SO 0 2.90% / CB #56, TYPE 2-48" I W SOLID LOCKING LID STA 11+94.72 (7.2' RT) 0EK0 0 om 49442 F RFGISTEF 1 �SLNNA ENG 2�1211g No. CONSTRUCTION NOTES O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE O3 NOT USED O4 NOT USED O5 NOT USED 8 N LT ti I cV I CB #51, TYPE 2-48" :.;/ 0 R/W W SOLID LOCKING LID S - -� STA 12+87.73 (16.8' LT Q s N C 0 ^a e 0 I 0 O6 SEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET CONNECTION DETAIL. O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. O PROTECT EXISTING DRAINAGE STRUCTURE. SS SS - rr^Q _ 0 \\Z27.5 LF 18" SO 0 1.21% LLJ �94.7 LF 18" SO 0 1.00% R/W U LF 12" SD ®2.90" V LEGEND SD STORM DRAIN PIPE SS SANITARY SEWER PIPE W WATER LINE PIPE - -SS- - SANITARY SEWER PIPE (EXISTING) - -SD- - STORM DRAIN PIPE (EXISTING) - - W - - WATER LINE PIPE (EXISTING) 0 CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 (GRATE) CATCH BASIN TYPE 2 (SOLID LID) SANITARY SEWER MANHOLE BIORETENTION FILTRATION UNIT FIRE HYDRANT PIPE REMOVAL O CONSTRUCTION NOTE 6= JEIN ", 20 1 oMw xrow�3 ss„ CITY OF DID 17 17 MW J. BEAN x== - xmP. AT DATUM RENTON LKM 2 21 16 DID DE BOLDT suit accoaax=r Planning/Building/Public Works Dept. REVISION BY DATE APPR PA D. DEKOEKKOEK KEY MAP RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. ,00,* SCALE 20 0 20 40 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS DRAINAGE PLAN �B0/2016 ��x�DR1 sxE�. 329 N z z 6 CB #FT3, 4'X4' FILTRATION UNIT w STA 14+36.25 (18.5' LT)� a O �O, \ 0 ,�X 98.4 LF 18" SO ® 0.29% , CB #21, TYPE 2-60" / w W SOLID LOCKING LID STA 13+50.90 (18.9' LT) C/ � 9 N w c z w- Y c/) ss Q, 34.1 LF 8" SO ® 1.25% R/W _ - - SS NW Y/ SEC 9, T 23 N, R 5 E, W.M.41 2 y � � c6 ta, TYPE z-a8" / \\' W SOLID LOCKING LID / X\. STA 16+46.26 (198.8' LT) 6. 8" CLEANOUT 1 14+50.45 (34.4' LT) i L20.5 CB 36TYPE1W SOLID LOCKING LIDSTA 15+03.87 (9.2' LT) LF 8" SO 0 1.01% J 1 \ ss LF 12"/ SD 0 1.81% =19.4LF8"SD0 1 I _/ / W 72„ s° SUNSET LANE NE 61.9 LF 12" SD ® 4.27% I CB #17, TYPE 1 CB #55, TYPE 1 STA 14+45.57 (14.6' LT) S W SOLID LID _F SS- - C STA 15+65.78 (15.2' LT) / STA 15+67.37 (34.5' LT) GE=329.61 / / \ QA / IE=326.30�\ CB #FT 2, 4'X4' FILTRATION UNIT 6 / ryp, ' STA 15+84.90 (18.5' LT) O \ CB #16, TYPE 1 8 Ss- STA 16+01.11 (9.1' LT) / \ % / / / 0�� / 20' UTILITY CP X I / M�/ \ 43 LF 18" S \ ® 1.09% d z \ \ 18.0 LF 8" CPEP ® 5.0% / / R/W 4/S/ \ \ \ 52.1 LF 12" SD ® 1.95% �� / CO 5 8" CLEANOUT �`" 21.8 LF 12" SO ® 1.15%-"/. S STA 13+29.59 (41.9' LT) / \ CB #13.1. GE=336.46 \ \ STA 16+52 IE=328.53" s ,3X _ EE 323.85 OQ `STA 13+12.05 (8.2' LT) 8 \ \ i GENERAL NOTES �RI \ CONSTRUCTION NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED. O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER O NOT USED CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE O4 NOT USED APPROXIMATE. O NOT USED 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS O SEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. CONNECTION DETAIL. 5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 SHEETS DP1-DPS. AND 204.50. 6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE Og RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. RENTON STD PLAN 203.00. 7. ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS O9 PROTECT EXISTING DRAINAGE STRUCTURE. PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH. 8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET 0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION. 0EK0 CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 4 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 49442 2 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 \ s/ONA �ENG��t2�t� t FIELD DIRECTIVE #s Seattle, Washington 98104 QI NO. REVISION CB 12, TYPE 2-48" 8 STA 16+77.41 (8.4' LT) / 17.0 LF 8" CPEP ® % CB #FT 1, 4'X4' FILTRATION UNIT / I6)--' -' '-- -, ._. EASEMENT /CB 61, TYPE 2-48" W SOLID LOCKING LID STA 16+44.25 (20.5' LT) / \ 14.5 LF 24" SO 0 2.00% \Sy, B # 3, TYPE 2- 8" STA 16+51.91 (8.3' LT) 8 \ �L 25.5 LF 24" SD ® 1.45%�� J •`r O� � O ^x RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. \ PIPE CENTERLINE (TYR) KNOCKOUT (TYP) APPROX. 10.1" CENTER OF CB #21 BETWEEN KNOCKOUTS TYP APPROX. 11.2" PIPE WALL \ ( ) BETWEEN KNOCKOUTS APPROX. 10.8" BETWEEN KNOCKOUTS \� KEY MAP SD STORM DRAIN PIPE SS SANITARY SEWER PIPE W WATER LINE PIPE SS SANITARY SEWER PIPE (EXISTING) SD STORM DRAIN PIPE (EXISTING) W WATER LINE PIPE (EXISTING) 0 CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 (GRATE) M CATCH BASIN TYPE 2 (SOLID LID) SANITARY SEWER MANHOLE BIORETENTION FILTRATION UNIT FIRE HYDRANT PIPE REMOVAL OX CONSTRUCTION NOTE SCALE 20 0 20 40 FEET ' CITY OF RENTON / DID 0 29 18 DID m,° 1 "=20' °"'� 4 2016 CITY OF JID z 17 is MU °E°"^ JAI" .`� SUNSET LANE NE IMPROVEMENTS TAM 1 18 16 DID """" �, BEnN RENTON . dW 9 21 16 DID "E" - DATUM "mP DE BOLDT W DR2 BY DATE APPR PAPlanning/Building/Public Works Dept. c D. DEKOEKKDEK DRAINAGE PLAN °' 33 "g, NW 1/ SEC 9, T 23 N, R 5 E, W.M. w z z U w W z a a __J I— w (n z (n CB jj10, TYPE 2-48", W SOLID LOCKING LID STA 17+71.16 (13.5' s CO 8 8" CLEANOUT STA 17+70.53 (34.1' LT) GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL HIGH—PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4.THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE SHEETS DP7—DP5. 6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. 7.ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH. 8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET 0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION. CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 DEKG 0 om O 49442 O EENG�21t21t9 CONSTRUCTION NOTES O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE ONOT USED O4 NOT USED OS NOT USED OSEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET CONNECTION DETAIL. O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. O8 RECTANGULAR BI—DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. O PROTECT EXISTING DRAINAGE STRUCTURE. N0. I REVISION 8.3 LF 18" SO ® 1.009 GE=338.58 IE=331.35 12.0 LF 8" SO 0 1.00% MPS SEA LEGEND SD STORM DRAIN PIPE SS SANITARY SEWER PIPE W WATER LINE PIPE SS SANITARY SEWER PIPE (EXISTING) SD STORM DRAIN PIPE (EXISTING) W WATER LINE PIPE (EXISTING) 0 CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 (GRATE) M CATCH BASIN TYPE 2 (SOLID LID) SANITARY SEWER MANHOLE BIORETENTION FILTRATION UNIT Ak FIRE HYDRANT �� PIPE REMOVAL O CONSTRUCTION NOTE mmxeoM. JAIN J. BEAN nmxmP DE BOLDT BY DATE APPR PA D. DEKOEKKDEK CITY OF RENTON �� DATUM x.u-�maax��r Planning/Building/Public Works Dept. KEY MAP RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SCALE 20 0 20 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS DRAINAGE PLAN �B0/2016 DR3 sxE�. 349 NW 1/ SEC 9, T 23 N, R 5 E, W.M. STA # 2 3 � /E 1 L 2 Q4 CB #40, TYPE 1 y STA 22+33.00 (43.3' L R/W C EX TYPE 2 STA 24+41.22 (60.6'/LT) CB EX 54, EXIST TYPE 1 7 g 9 13.9 LF 12" SO ® 2.09% STA 22+32.53 (48.3' LT)" �� 13.7 LF 12" SD ® 1.46% V\ 1 CB #41, TYPE 1 ,\\\ �' \ \ CB #4, TYPE 2-48" STA 24+35.23 (48.1' 8 LT) i 5.1 LF EX 12" HDPE 0 3.35% �L� STA 22+65.40 (10.3' LT) \\ \\\ \ �\ 19.4 LF 12" SO ® 6.33% 18.4 LF 12" SD ® 0.99% \\\ I E 0 \3% \ �\ 21.6 LF 12" SO ® 0.53% SCB TA 42, TYSO (48.0' LT) ST # 2 26. EXIST TYPE 1 STA 2+90 63 (20'LFILTRATION UNIT 6 38.7 LF 18" SO ® 2.20% W � 9 STA 22+26.14 (49.1' LT) z \ \ 5 9 7 47.8 LF 12" SD ®0.49% #3, TYPE 2-48" Z LU 52.4 LF 18" SO 0 1.45% W SOLID LOCKING LID Z CB #38, TYPE 1L \ STA 23+29.88 (14.4' LT) JSTA 22+02.26 (49.0' LT) \ R/W / LU i/) \ o SD 7,Zr Z 57.4 LF 18" SD ® 2.00% i � s ss ss , N 5( / W++ ++ Z NE 1jjN 89.4 LF 18" SD ® 0.5 h 'ss -ss-----ss- �w{ 1 - - ss \ jSg 1 7.4 LF 8" CPEP 0 5.0% CB #43, TYPE 2-48" W SOLID LOCKING LID \� 55 ----- du STA 24+16.10 (9.3' LT) i _ ---- W 2.6 LF 2" SD ® 0.69% - R/W \ \ \,, 45.8 LF 18" SO 0 0.50%- / \ CB #52, TYPE 1 ems' 1 \ 8 9 CB #2, TYPE 2-48" Q =� CB 39, TYPE 2-48" c CB #25, TYPE 2-48" 1 �O \ 8 STA 24+61.88 (10.3' LT) W SOLID LOCKING LID STA 22+85.17 (15.5' LT) / STA 22+03.76 (8.4' RT) � / CB #46, TYPE 1- 8 SS - - 19.4 LF 112" SO ® 8.97% / 182.3 LF 18" SD ® \.O6% \ \ \ STA 22+65.54 (9.2' RRT) O _ _ S os 5� o29.3 LF 18" SD ® 8.93% \ I \ o / g0 \ \ \ 8 CB #60, TYPE 1 CB #65, TYPE 1L \ /� \ \ STA 2\ 61.91 (9.2' RT) CA CB r W SOLID LOCKING LID / 30 24.3 LF EX 18" SD ® 1.36% STA 22+33.09 (9.2' RT) \ / 1 GENERAL NOTES 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4.THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE SHEETS DP7-DP5. 6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. 7.ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH. 8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET 0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION. CONSTRUCTION NOTES O1 CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE ONOT USED O4 NOT USED ONOT USED OSEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET CONNECTION DETAIL. O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. OS RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. O PROTECT EXISTING DRAINAGE STRUCTURE. CONNECT EXISTING 8" SD Q i o� R/W r O FRENCH DRAIN WITH 4" �i PERFORATED PIPE 3 2 CONNECTED TO CB #41 ,a IV N \ //�:T-441 c/ e/ �V �Q SD STORM DRAIN PIPE SS SANITARY SEWER PIPE W WATER LINE PIPE SS SANITARY SEWER PIPE (EXISTING) SD STORM DRAIN PIPE (EXISTING) W WATER LINE PIPE (EXISTING) 0 CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 (GRATE) CATCH BASIN TYPE 2 (SOLID LID) SANITARY SEWER MANHOLE BIORETENTION FILTRATION UNIT FIRE HYDRANT PIPE REMOVAL XO CONSTRUCTION NOTE KEY MAP RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SCALL 20 0 20 40 FEET DEKO AS CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet _ ��0 5 DID 5 t DID 6� aoM �800 o w (....) CITY OF RENTON 4/2016 z 4 DID 5 1 DID 1"=20' "`""° AR CITY OF � 3 DID 5 t DID xEoM "'" SUNSET LANE NE IMPROVEMENTS 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ P 2 DID 5 1 DID „ BEAN RENTON orb, RFc9 ��E° �``' 1 LKM IV21116 DID DATUM UTILITIES UNDERGROUND LOCATION CENTER 505 5thAvenue S, Suite 300 ss/pNAL E PgNmP. DE BOLDT �NGLy Planning/Building/Publlo Works Dept. DR4 Seattle, Washington 98104 N0. REVISION BY DATE APPR " o. DEKOEKKOEK DRAINAGE PLAN 35 "9, W w Q z z U w W z a a _J I— w (n z (n Q 0 w LIJ O 04 W Lv z J U Q 1. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED. 2. ALL CATCH BASINS AND INLETS SHALL HAVE A VANED GRATE PER CITY OF RENTON STD. PLAN 204.20, UNLESS OTHERWISE NOTED. 3. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE. 4. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN. 5. FOR CATCH BASIN RIM ELEVATION AND PIPE INVERTS SEE SHEETS DP7-DP5. 6. ALL CATCH BASINS AND BIORETENTION FILTRATION UNITS ARE CALLED OUT TO THE CENTER OF STRUCTURE. SEE SHEET DD1 FOR CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT. 7. ROTATE TYPE 1 CATCH BASINS SO THAT THE LONGER SIDE IS PARALLEL TO PROPOSED CURB. ROTATE TYPE 2 CATCH BASINS WITH SOLID LIDS TO KEEP LIDS OUT OF WHEEL PATH. 8. ALL CATCH BASIN RIMS ALONG GUTTER FLOWLINES ARE SET 0.08' LOWER THAN THEORETICAL FLOW LINE ELEVATION. SD STORM DRAIN PIPE SS SANITARY SEWER PIPE W WATER LINE PIPE SS SANITARY SEWER PIPE (EXISTING) — —SD— STORM DRAIN PIPE (EXISTING) — — W — — WATER LINE PIPE (EXISTING) CATCH BASIN TYPE 1 0 CATCH BASIN TYPE 2 (GRATE) NW 1/ SEC 9, T 23 N, R 5 E, W.M. Z _ rn 1 CB #Fi 5, 4'X4' FILTRATION UNIT 6 STA 50+94.48 (14jRT)' NI2 LF C CB 24, TYPESTA 50+87.01 �1 Ld LLJ w N Lc) — — — N so - G Lli — z CB #22, TYPE 2-48" QU STA 51+09.73 (17.0' LT) 9W0 CPEP ® 5.0% CB #Fi 6, 4'X4' FILTRATION UNIT STA 51+19.12 (22.5' LT) O CONNECT NEW PIPE TO EXISTING DRAINAGE STRUCTURE. O CONNECT EXISTING PIPE TO NEW DRAINAGE STRUCTURE. O3 NOT USED O4 NOT USED O5 NOT USED O6 SEE SHEET DD1 FOR BIORETENTION FILTRATION UNIT OUTLET CONNECTION DETAIL. O7 INSTALL SOLID LOCKING LID PER CITY OF RENTON STD. PLAN 204.10 AND 204.50. O8 RECTANGULAR BI-DIRECTIONAL VANED GRATE PER CITY OF RENTON STD. PLAN 204.30 WITH OPEN CURB FACE FRAME PER CITY OF RENTON STD PLAN 203.00. O PROTECT EXISTING DRAINAGE STRUCTURE. 0 CATCH BASIN TYPE 2 (SOLID LID) SANITARY SEWER MANHOLE BIORETENTION FILTRATION UNIT FIRE HYDRANT PIPE REMOVAL OX CONSTRUCTION NOTE CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 0EK0 0 om O 49442 O EENG�21t21t9 22.3 LF 12" SD 0 0.72% I N I 54.2 LF 24" SD ® 0.50% 11 W I� VT - MI HARRINGTON AVE NE I CB #23, TYPE 2-48" T—STA 50+86.80 (10.2' LT) LF 24" SO 0 0.34% / I 65 RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. SCALE 20 0 20 40 FEET A CUT AND REMOVE TOP — HALF OF EXISTING PIPE. BOTTOM HALF TO REMAIN AS MANHOLE CHANNEL SLOPE BENCH 1:10 PLAN VIEW NU" SHAPED MANHOLE KNOCKOUT TO - INSTALL MANHOLE OVER EXISTING PIPE. PROVIDE 2" CLEARANCE (MIN) AROUND PIPE AND GROUT. CONCRETE SLAB MAY BE — PRECAST OR CAST IN PLACE #4 0 12" C/C EACH WAY - DO NOT SET OVER EXISTING JOINT 8" PEA GRAVEL BASE UNDISTURBED NATIVE MATERIAL CONCRETE SADDLE MANHOLE DETAIL N.T.S. 48" KEY MAP FLAT TOP PER COR STD. PLAN 201.00 W/ FRAME AND VANED GRATE GRATE IN FLOWLINE PRECAST REINFORCED CONCRETE SECTION CORE DRILL AND LINK SEAL OR KOR-N-SEAL BOOT 24" HOPE PIPE FORM CONCRETE BASE AND CHANNEL IN FIELD —PRECAST SECTION TO BE PLACED OVER MAIN AFTER REINFORCED z z CONCRETE SLAB HAS BEEN POURED AND MUST HAVE MINIMUM 2" EMBEDMENT IN CONCRETE SLAB. N � SECTION A —A 1 =20°""e"" ® CITY OF RENTON 4/2016 rs JaIN ,� CITY OF SUNSET LANE NE IMPROVEMENTS a° 2 DID +o/2e/�e DID """�"� J. BEAN 9 I�NTON . 1 DID z/n/ie MW "__ - DATUM W DR5 "mP DE BOLDT Planning/Building/Public Works Dept. N0. REVISION BY DATE APPR PA o. oEKOEKKOEK x.��maa"=�r DRAINAGE PLAN 36 °`s, L + 12" STATION/OFFSET 0 r - i SDR-35 PVC COUPLING CAST INT PRECAST BOX WALL (OUTLET PIPE LOCATION VARIES) LU CURB z z (BY CONTRACTOR) LU w z A � J LU FLOW i/) z RIM ELEVATION RECESSED TREE FRAME AND GRATE CAST IN TOP SLAB 8" TOP SLAB INTERLOCKING JOINT (TYR), ro o 0 i i i I � A M � i i FLOW INLET SHAPING (BY CONTRACTOR) 24" MIN. TRANSITION FROM STANDARD GUTTER TO DEPRESSED GUTTER NORMAL FLOWLINE OF GUTTER 4" FLOW - - STANDARD UNIT FLOW LINE (FL) ELEVATION (CENTER OF OPENING) 2„ 4" THROAT OPENING PLAN VIEW PLANT AS SUPPLIED CLEANOUT BY MANUFACTURER COVER CAST (NOT SHOWN FO//- GALVANIZED IN TOP SLAB CLARITY)ANGLE NOSING SEE LANDSCAPE PLANS FOR WHI \ PLANT SPECIES GUTTE TO USE. YRB ONTR AND CT R)R d y I 0 0 i h1 N ;1 #4 DOWEL BARS z ® 12" O.C. FILTER MEDIA s 6- PROVIDED BY MANUFACTURER PERFORATED UNDERDRAIN SYSTEM BY MULCH PROVIDED BY MANUFACTURER MANUFACTURER UNDERDRAIN STONE PROVIDED BY MANUFACTURER SECTION VIEW BIORETENTION FILTRATION STANDARD UNIT [IT._: STANDARD 90' ' - PRECAST v y: TOP SLAB 4-6" CLEAR - -- THROAT a OPENING 4 n nd a.. aa ad CAST -IN -PLACE DEPRESSED GUTTER AND THROAT OPENING a (BY CONTRACTOR) #4 DOWEL BARS O 12" O.C. SUPPLIED BY MANUFACTURER TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF FIELD POURED GUTTER PRECAST BOX WALL .-i i•"'a THROAT PROTECTION DEVICE DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS " - - STABILIZED AND UNIT IS ACTIVATED IMPORTANT BIORETEN"ON FILTRATION FLOWLINE MUST BE AT A NIOHER ELEVATION TNAN BYPASS FLOWLINE (DROP INLET OR OTHER CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o U E S Off. F � 4 49442 p RESIST �s/ONAL ECG\ 21121ty NO. SECTION A —A r1—- STRUCTURE ID LENGTH FT1 4' FT2 4' FT3 4' FT4 4' FT5 4' FT6 4' FT7 4' FT8 4' FT9 6' USE REMAINING OUTLET 1" EXPANSION JOINT PIPE KNOCKOUTS FOR (T,P) TREE IRRIGATION AS REQUIRED —TOP OF CURB _ 6" FLOW i —BOTTOM OF CURB DEPRESSED GUTTER NOTES: 1. THE UNIT SHALL BE PLACED ON A COMPACTED SUB -GRADE ON TOP OF A MINIMUM 6-INCH GRAVEL BACKFILL FOR PIPE ZONE BEDDING. THE UNIT IS TO BE PLACED SUCH THAT THE UNIT AND TOP SLAB MATCH THE GRADE OF THE CURB IN THE AREA OF THE UNIT. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 95% OF MAXIMUM DENSITY AT +1-2% OF OPTIMUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO THE ENGINEER'S APPROVAL. 2. OUTLET CONNECTIONS SHALL BE ALIGNED AND SEALED PER THE PLANS TO MEET THE APPROVED DRAWINGS WITH MODIFICATIONS NECESSARY TO MEET SITE CONDITIONS. 3. ONCE THE UNIT IS SET, THE INTERNAL WOODEN FORMS AND PROTECTIVE MESH COVER MUST BE LEFT INTACT. REMOVE ONLY THE TEMPORARY WOODEN SHIPPING BLOCKS BETWEEN THE BOX AND TOP SLAB. THE TOP LID SHALL BE SEALED ONTO THE BOX SECTION BEFORE BACKFILLING, USING A NON -SHRINK GROUT, BUTYL RUBBER OR SIMILAR WATERPROOF SEAL. THE BOARDS ON TOP OF THE LID AND BOARDS SEALED IN THE UNIT'S THROAT MUST NOT BE REMOVED. THE SUPPLIER WILL REMOVE THESE SECTIONS AT THE TIME OF ACTIVATION. BACKFILLING SHALL BE PERFORMED IN A CAREFUL MANNER, BRINGING THE APPROPRIATE FILL MATERIAL UP IN 6" LIFTS ON ALL SIDES. PRECAST SECTIONS SHALL BE SET IN A MANNER THAT WILL RESULT IN A WATERTIGHT JOINT. IN ALL INSTANCES, INSTALLATION OF UNIT SHALL CONFORM TO ASTM SPECIFICATION C891 "STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRECAST UTILITY STRUCTURES". 4. THE CONTRACTOR IS RESPONSIBLE FOR INLET PROTECTION/SEDIMENT CONTROL AND CLEANING AROUND EACH UNIT. THROAT (ENTRANCE) ELEVATION FROM CENTER OF STRUCTURE AT FLOW LINE, SEE DRAINAGE PROFILE SHEETS STANDARD BIORETENTION FILTRATION UNIT OUTLET PIPE CONNECT 4" PVC (PRECAST IN UNIT) TO 8" CPEP WITH 4"x8" PVC REDUCER 11 AND PVC X CRIER COUPLING TWO (2) - 22.5' I 8" CPEP I ) BIORETENTION FILTRATION UNIT CONNECTION TO BYPASS STRUCTURE DETAIL CONNECT 8" CPEP TO BYPASS STRUCTURE BYPASS STRUCTURE RIM ELEVATION 0.08' BELOW THEORECTICAL FLOW LINE, SEE DRAINAGE PROFILE SHEETS T + + + + I + + + LANDSCAPING + + + + - - + + + + + + + Y + + + I + + + + + + + + + + + + + + + + + SIDEWALK----------,,, 44 4 44 4 J 24" 26" 4 24" - 4 J a 4 / 4 CURB AND GUTTER EXPANSION - - CURB AND GUTTER EXPANSION JOINTS PER CITY OF RENTON JOINTS PER CITY OF RENTON STD PLAN 101.1 4 STD PLAN 101.1 k FRAME -I 4 . , 4 CURB AND GUTTER�-. ROADWAY - PAVEMENT CENTER OF CB TYPE 2-48' STATION/OFFSET CALLOUT RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. mmxmM JAIN BEAN xmxmP DE BOLDT REVISION BY DATE APPR "rA D. DEKOEKKOEK 1 "=20' - } 4 QI. 4 N FRAME CENTER OF GRATE CATCH BASIN TYPE 2-48" ROTATION AND GRATE PLACEMENT OCITY OF CITY OF RENTON RENTON SUNSET LANE NE IMPROVEMENTS Planning/Building/Public Works Dept. DRAINAGE DETAILS �B0/2016 DD1 �. 429 NW 1/ SEC 9, T 23 N, R 5 E, W.M. KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS 0 BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY RG DWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING 0 SALAL WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet s.A.Eor 6 °" w8e�0"" B0/2o1s aC1 b/� waaiNc.oN 1"=20' CITY OF CITY OF RENTON aN REosTEREo°„E-, WALKER SUNSET LANE NE IMPROVEMENTS 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 %v�� // - J. BEAN 9 RENT�N w 1 DID 0 29 18 DID - DATUM PP 1 505 5th Avenue S, Suite 300 AsoN 1ooD w—ER mP. DE BOLDT Plannin Buildin Pubic Works Dept. UTILITIES UNDERGROUND LOCATION CENTER CERnnCATE No. 766 No. REVISION BY DATE APPR APA �°'�^°°°^°'N°" e� 9�LANDSCAPE PLAN Seattle, Washington 98104 �. WALKER 79 OF 9, NW Y/ SEC 9, T 23 IN, R 5 E, W.M. MATCH LINE, SEE DWG PP6 KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS © BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY RG DWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING O SALAL WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet G4,7 '"5"l"'N" N 61"=20'w�"""'CITY OF CITY OF RENTON /2o1s REG'SEFE°.Km WALKER SUNSET LANE NE IMPROVEMENTS 80 424-5555 206-436-0515 1 1-800-615-990 � J. BEAN 9 RENTON DATUM N PP2 505 5th Avenue S, Suite 300 AON T. W KER P. DE BOLDT Plannln Baildin Pubic Works Dept. UTILITIES UNDERGROUND LOCATION CENTER E_,.TE" ' No. REVISION BY DATE APPR .RA e� e�LANDSCAPE PLAN Seattle, Washington 98104 �. WALKER 80 �9, NW 1/ SEC 9, T 23 N, R 5 E, W.M. MAI k,rn L-11"", SEE DWG PP6 KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS 0 BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY RG DWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING 0 SALAL WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet STATE°E 6 °M w�3°"" CITY OF RENTON B0/2016 WA „NGT°" =20 ® CITY OF G)�7.-R- RE°SERE° �`"` WALKER SUNSET LANE NE IMPROVEMENTS 80 424-5555 205-43s-05151 1-800-615-990 / . 6EAN RENTON AT —LDAUM PP3 505 5th Avenue S, Suite 300 " To°° wAEER DE BOLDT Planning/Banding/Pubic Works Dept. UTILITIES UNDERGROUND LOCATION CENTER Seattle, Washington 98104 TI" TE "°.'E NO. REVISION BY DATE APPR A PA . WALKER °^°"°° LANDSCAPE PLAN 81 "9, NW 1/ SEC 9. T 23 N. R 5 E. W.M. MATCH LINE, SEE DWG PP6 KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS © BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY ODWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING © SALAL + WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. Perteet aCl/jf�b/� nArE E w�3 CITY OF RENTON Sa4/2016 CALL 2 BUSINESS DAYS BEFORE YOU DIG U% w^s"'"°°" m� 1"� 20� CITY OF "`°ErE"`° SUNSET LANE NE IMPROVEMENTS �cxeJ WALKER 1 800 4 2 4- 5 5 5 5 IC206-436-0515 1 1-800-615-990 "" J. BEAN 9 RENTON AT DATUM WPP4 505 5th Avenue S, Suite 300 sox rood wA KE" mxmP DE BOLDT UTILITIES UNDERGROUND LOCATION CENTER CERTI—"" NO. REVISION BY DATE APPR .PA Plannlnq/Boildinq/Pubic works Dept. LANDSCAPE PLAN Seattle, Washington 98104 WALKER 82 9, NW 1/ SEC 9, T 23 N, R 5 E, W.M. 0 J m r V) z Z) U) W z NE 10TH ST 27t50 N t1 V 0 W W N O Lc) Lc) W z J 2 U a 0 J m tTj tN z U) Ld z HARRINGTON AVE NE —'— 50+00 KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS 0 BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY RG DWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING 0 SALAL WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG HATE °` 6 oM w�3 ss„ D.E 4/2016 Perteet �d�n� wAs"'"° "E WALKER 1-20 CITY OF CITY OF RENTON "`°' T` SUNSET LANE NE IMPROVEMENTS 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 %v w REc "" BEAN RENTON E. AT —LDATUM " PP5 505 5th Avenue S, Suite 300 ..N To°D wAL— mP. DE BOLDT Plannln Baildin Pubic Works Dept. UTILITIES UNDERGROUND LOCATION CENTER _Ti"_ N. NO. REVISION BY DATE APPR A PA g� g� a . LANDSCAPE PLAN Seattle, Washington 98104 �. WALKER "' 83 °`g. NW 1/ SEC 9, T 23 N, R 5 E, W.M. Mq TC See �wG PP 4 Mq TAN CINe , ' See o !tip P P2 KEY MAP GENERAL NOTES 1. SEE IR DRAWINGS FOR IRRIGATION. 2. SEE DWG PP7 FOR FULL LEGEND AND DETAILS. LEGEND TREE + AUTUMN PURPLE ASH PAPERBARK MAPLE SHRUBS 0 BLUE MIST DWARF BOTTLE BRUSH 0 CREEPING MAHONIA O ® EVERGREEN HUCKLEBERRY RG DWARF NATIVE ROSE OOCEANSPRAY PE PEARLY EVERLASTING 0 SALAL WESTERN BRACKENFERN MOON BAY NANDINA IN FILTERRA UNIT VINE MAPLE IN FILTERRA UNIT GROUNDCOVERS KINNIKINNICK COAST STRAWBERRY SEE SPECIAL PROVISIONS BARK OR WOOD CHIP MULCH, 4" DEPTH RECORD DRAWING SCALE THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. 20 0 20 40 THE INFORMATION WAS NOT INDEPENDENTLY FIELD FEET VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG a�1 C7/� wsrA� of 6 ° Perteet""°r°" wCITY OFRENTON e4°/2016 "E°"Eo =2o CITY OF �� "ATE° �cN�. WALKER `� SUNSET LANE NE IMPROVEMENTS 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-990 J. BEAN RENTON �wso" rood wu"E" DATUM W PP6 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 °`""" TE" J66 No. REVISION ev DATE APPR .PA R.DEBOLDT e/ g/ a Seattle, Washington 98104 WALKER Plonnln 6olldln Pubic works Dept. 84 a9 LANDSCAPE PLAN PLANT SCHEDULE TREES BOTANICAL NAME COMMON NAME INSTALL SIZE SPACING QUANTITY PINE POLE PREVAILING ROOT ALL TRUNK PINE POLE + FRAXINUS AMERICANA AUTUMN PURPLE ASH 3" CAL AS SHOWN 16 WEBBING MATERIAL TIED LOOSELY AROUND TREE TO PERMIT MOVEMENT. ACER GRISEUM PAPERBARK MAPLE 4" J 1.5" CAL AS SHOWN 1 2-2"X2" WOOD STAKES DRIVEN cai cai� FIRMLY INTO SUBGRADE 2" MULCH, TAPER TO W CROWN FORM 3" CONTINUOUS BERM AROUND Ll_I SHRUBS BOTANICAL NAME COMMON NAME INSTALL SIZE SPACING QUANTITY PLANT 4 �< z _ - ". U w © FOTHERGILLA GARDENII BLUE MIST DWARF BOTTLE BRUSH 5 GAL. 24" O.C. 24 REMOVE BURLAP - W Z o' Q MAHONIA REPENS CREEPING MAHONIA 2 GAL. 18" O.C. 38 SPECIFIED PLANTING MIX COMPACT MOUND OF a J O VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 2 GAL. MIN 21" AS SHOWN 35 NNEEEDEEDE MATERIAL, AS D LU ® VACCINIUM OVATUM EVERGREEN HUCKLEBERRY 5 GAL. 36" O.C. 18 3x ROOT BALL DIAM. z O ROSA GYMNOCARPA DWARF NATIVE ROSE 2 GAL. MIN 21" AS SHOWN 33 TYPICAL TREE PLANTING DETAIL N.T.S. (n O HOLODISCUS DISCOLOR OCEANSPRAY 2 GAL. MIN 21" AS SHOWN 22 PE ANAPHALIS DC PEARLY EVERLASTING 2 GAL. MIN 21" AS SHOWN 114 © GAULTHERIA SHALLON SALAL 2 GAL. 24" O.C. 16 SET TOP OF SOIL AT NURSERY OR HEIGHT IN CAN 2" MULCH FEATHERED PTERIDIUM AQUILINUM WESTERN BRACKENFERN 1 GAL. AS SHOWN 186 FORM WITH 3" TO CROWN CONTINUOUS BERM — — FINISHED SURRWNDING NANDINA DOMESTICA MOON BAY NANDINA 5 GAL. AS SHOWN 6 GRADSOIL, GRADE WATER AND STAMP< TO REMOVE AIR REMOVE BURLAP POCKETS : v¢ %: ROUGHEN SIDES ACER CIRCINATUM VINE MAPLE 2 GAL. AS SHOWN 3 COMPACT MOUND OF `—M OF PIT NATIVE MATERIAL, I— III —III—III—III —III AS NEEDED 2 TIMES GROUNDCOVERS QUANTITY ROOT BALL ARCTOSTAPHYLOS UVA—URSI KINNIKINNICK 1 GAL. 30" O.C. 900 0 FRAGARIA CHILOENSIS COAST STRAWBERRY 1 GAL. 30" O.C. 800 TYPICAL SHRUB PLANTING DETAIL N.T.S. SEED QUANTITY GROUNDCOVER PLANT. SEE PLANT LIST SEED SEE SPECIAL PROVISIONS 8310 SY j 2" DEPTH WOOD CHIP MULCH 1 LANDSCAPE PLANTING NOTES —TOPSOIL TYPE A 1. ON —SITE SOIL MIXING OR PLACEMENT NOT ALLOWED WHEN SOIL IS EXISTING SATURATED, FROZEN, OR IN THE OPINION OF THE ENGINEER, IN A N SUBGRADE CONDITION DETRIMENTAL TO THE WORK. 1 Am 1p 2. TOPSOIL TYPE A, MIN. 24", IN ALL PLANTING AREAS. TREE TYPICAL GROUNDCOVER SECTION DETAIL 3. AFTER PLANTING, IMMEDIATELY SATURATE ALL PLANTING PITS TO ELIMINATE STRAIGHT GRADE SURFACE FROM FRONT N.T.S. AIR POCKETS AND FACILITATE SETTLING OF BACKFILL MATERIAL. OF WALK TO BACK OF CURB 4. PROVIDE 2" DEPTH OF MEDIUM BARK MULCH AT ALL PLANTING BEDS IN PROJECT AREA. O O O O 2" DEPTH MULCH THROUGHOUT PLANTER 5. ROOT MASSES OF CONTAINERIZED STOCK SHOULD BE "SCORED" WITH A SIDEWALK SHARP OBJECT TO INSURE THE PLANTS WILL NOT BECOME ROOT BOUND. CURB " EQUAL GROUNDCOVER PLANT 'r DISTANCE 'F SPACING AS INDICATED 6. ANY PLANT SUBSTITUTIONS SHALL BE APPROVED BY OWNER. ON PLANT SCHEDULE ......:..:..... (TYPICAL) 7. LANDSCAPE PLANTING SHALL BE INSTALLED AFTER SITE WORK IS DONE, EDGE OF PLANTER INCLUDING ROADS UTILITIES, DRIVEWAYS, ETC. o TOPSOIL TYPE A TO DEPTH SPECIFIED s9 r ? 8. PROVIDE GROUNDCOVER UP TO TO DRIPLINES OF SHRUBS AND OTHER (HOLD FINISHED GRADE 3" BELOW ADJACENT O ytir 12 GROUNDCOVER CLUSTERS SHOWN ON PLAN AND NOT WITHIN 2' OF TREE CURBING AND WALKS TO ACCOMMODATE TRUNKS. 2" MULCH DEPTH WITH 1" REVEAL OF WALK N 9. SEE SPECIAL PROVISIONS FOR TREE ROOT BARRIER. OR CURB ABOVE MULCH ELEVATION. 10. SEE IRRIGATION PLANS. TYPICAL PLANTING BED DETAIL TYPICAL GROUNDCOVER SPACING DETAIL N.T.S. N.T.S. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG �d �1134ATE DR6 ° Perteet /J� WAS"INGTON NA - REGISTERED CITY OFRENTON B0/2016 V NONE "� CITY OF �^" '�° WALKER :� SUNSET LANE NE IMPROVEMENTS 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 // s 6 J. BEAN 9 RENTON , OR TODD WAUTR 1 DID 0 29 18 DID "E_ - DATUM W PP7 o. REvlsloN BY OnrE gppR APRR"m UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 CERTIFI°ATE NO. lee P. DE BOLDT aaa" LY Planning/Building/PUbllc Works Dept. Seattle, Washington 98104 . WALKER LANDSCAPE LEGEND, NOTES, AND DETAILS 7 "' 85 ° 9` NW 1/ SEC 9, T 23 N, R 5 E, W.M. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet -D 6 w�31881 waswxc*ox 1 "=20' -D—PE H r CITY OF cxcJ WALKER 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 % Q 6EAN RENTON 1 DID 10 29 1 DID xE= - DATUM 505 5th Avenue S, Suite 300 —N TODD —ER xmP. DE BOLDT PIaN in Buildin Pubic works Dept. UTILITIES UNDERGROUND LOCATION CENTER CERTIFICATENO. 766 NO. REVISION BY DATE APPR .PA x.�� ..' g/ g/ Seattle, Washington 98104 �. wALKER KEY MAP CONSTRUCTION NOTES O1 SLEEVE, TYPICAL. SEE DWG IRIS FOR LEGEND AND SIZE. 2 ZONE VALVE, TYPICAL. LOCATE IN PLANTING BED. SEE DWG IR6 FOR LEGEND. OSEE ZONE SCHEDULE ON DWG IR6 FOR INFORMATION RELATED TO EACH IRRIGATION ZONE. O POINT OF CONNECTION. SEE DWG IR6 FOR LEGEND. O INSTALL 1-1/2"fflATERRVICE PER CITY OF RENTON ST�PLIAN.F320.2 AND 1-1E CHECK VALVE ASSEMBLY PERRENTON STD. PAND PRV PER RENTON STD. PL "000 SCALE 20 0 20 d FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS IRRIGATION PLAN 4/2016 IR1 86 NW 1/ SEC 9, T 23 N, R 5 E, W.M. KEY MAP CONSTRUCTION NOTES O1 SLEEVE, TYPICAL. SEE DWG IRIS FOR LEGEND AND SIZE. 2 ZONE VALVE, TYPICAL. LOCATE IN PLANTING BED. SEE DWG IR6 FOR LEGEND. OSEE ZONE SCHEDULE ON DWG IR6 FOR INFORMATION RELATED TO EACH IRRIGATION ZONE. O POINT OF CONNECTION. SEE DWG IR6 FOR LEGEND. OINSTALL 1-1/2- WATER SERVICE PER CITY OF RENTON STD. PLAN 320.2 AND 1-1/2" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD. PLAN 340.8. SCALE RECORD DRAWING 20 ° FEET 20 40 THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANE THE ACCURACY OR COMPLETENESS OF THE INFORMATITEON SHOWN. CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet aC7 ba w�"'"�°N 6 1"=20' w�"""' CITY OF CITY OF RENTON B0/2016 aE�' aED .Nm wALIEP N. SUNSET LANE NE IMPROVEMENTS LANDSGPE A6H 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 %v�� BEAN 9 RENTON w 'ULLDATUM IR2 505 5th Avenue S, Suite 300 c— TODD oM66 P. DE BOLDT,ATN. Plannln Baildin Pubic Works Dept.RL UTILITIES UNDERGROUND LOCATION CENTER ER n TE ND. ss NO. REVISION BY DATE APPR . PA �,�—NP�r g� g�IRRIGATION PLAN Seattle, Washington 98104 �. WALKER "' 87 °`g. NW 1/ SEC 9, T 23 N, R 5 E, W.M. 1� Mr • ��- CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet ='"rE°R �M�M� W"'111E UUUUU REGISTERED 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 urvos vE RDN UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 ROF ED oALkss Seattle, Washington 98104 No. KEY MAP CONSTRUCTION NOTES O1 SLEEVE, TYPICAL. SEE DWG IRIS FOR LEGEND AND SIZE. 2 ZONE VALVE, TYPICAL. LOCATE IN PLANTING BED. SEE DWG IR6 FOR LEGEND. OSEE ZONE SCHEDULE ON DWG IR6 FOR INFORMATION RELATED TO EACH IRRIGATION ZONE. O POINT OF CONNECTION. SEE DWG IR6 FOR LEGEND. OINSTALL 1-1/2- WATER SERVICE PER CITY OF RENTON STD. PLAN 320.2 AND 1-1/2" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD. PLAN 340.8. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20 0 xn DATUM CITY OF FENTON Planning/Building/Public Works Dept. 6 WALKER J. BEAN �"""C0R01NGY nccxm. P. DE BOLDT REVISION BY DATE APPR PR ,. WALKER 000-� SCALE 20 0 20 40 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS IRRIGATION PLAN 4/2016 IR3 88 �? NW 1/ SEC 9, T 23 N, R 5 E, W.M. i CALL 2 BUSINESS DAYS BEFORE YOU DIG Perteet �17n� 9TATEOF U WASMINGTON REGISTERED 4NDSCME 1 800 4 2 4 - 5 5 5 5 206-436-051511-800-615-990 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 J T'F TODO WALKER CERTIFICNTE N0. )66 NO Seattle, Washington 98104 mmxeo; WALKER J. BEAN nmxmP DE BOLDT REVISION BY DATE APPR ^ PA j. WALKER RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 "=20 o w �3 ss„ CITY OF w� DATUM RENTON �.u-�maolxr Planning/Building/Public Works Dept. KEY MAP CONSTRUCTION NOTES 0 SLEEVE, TYPICAL. SEE DWG IRIS FOR LEGEND AND SIZE. 2 ZONE VALVE, TYPICAL. LOCATE IN PLANTING BED. SEE DWG IR6 FOR LEGEND. OSEE ZONE SCHEDULE ON DWG IR6 FOR INFORMATION RELATED TO EACH IRRIGATION ZONE. O POINT OF CONNECTION. SEE DWG IR6 FOR LEGEND. OINSTALL 1-1/2- WATER SERVICE PER CITY OF RENTON STD. PLAN 320.2 AND 1-1/2" DOUBLE CHECK VALVE ASSEMBLY PER CITY OF RENTON STD. PLAN 340.8. SCALE 20 0 20 40 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS IRRIGATION PLAN o� 6 0/201 s IR4 sx66T, 899 w z U 0 a IRRIGATION PARTS LEGEND SYMBOL DESCRIPTION MANUFACTURER/NOTES RAIN BIRD 1812 SAM PRS SERIES HEADS AND MPR NOZZLES © 8F (1.05 GPM 0 30 PSI) RAIN BIRD 8 SERIES 8H (0.52 GPM 0 30 PSI) MPR PLASTIC NOZZLE 8-10' RADIUS AT 30 PSI 8T (0.35 GPM 0 30 PSI) 1 8Q (0.26 GPM 0 30 PSI) 12F (2.60 GPM 0 30 PSI) RAIN BIRD 12 SERIES W z 12 12TQ (1.95 GPM ®30 PSI) MPR PLASTIC NOZZLE 12' RADIUS AT 30 PSI LLI 1y 12TT (1.74 GPM 0 30 PSI) Q12 12H (1.30 GPM 0 30 PSI) J �* 12T (0.87 GPM 0 30 PSI) L1n C 12 12Q (0.65 GPM 0 30 PSI) Z (n 15 15F (3.70 GPM 0 30 PSI) RAIN BIRD 15 SERIES 15 15TQ (2.78 GPM ®30 PSI) MPR PLASTIC NOZZLE 15' RADIUS AT 30 PSI 15 15TT (2.48 GPM 0 30 PSI) 15 15H (1.85 GPM 0 30 PSI) 15T (1.23 GPM 0 30 PSI) 15 15Q (0.92 GPM 0 30 PSI) 15VANQ (0.93 GPM 0 30 PSI) RAIN BIRD VAN SERIES 12VANQ (0.65 GPM 0 30 PSI) MPR PLASTIC NOZZLE VARIABLE ARC RADIUS 8VANQ (0.72 GPM 0 30 PSI) ® 15SST (1.21 gpm 0 30 psi) RAIN BIRD STRIP SERIES 4'x 30' side strip pattern at 30 PSI MPR PLASTIC NOZZLE SPRAY PATTERN AT 30 PSI iSEST (0.61 gpm ®30 psi) 4'x 15' end strip pattern at 30 PSI SYMBOL DESCRIPTION .❑ METER ® CONTROLLER (LOCATION PER OWNER) pd DCVA ELECTRONIC REMOTE CONTROL VALVE n QUICK COULPER - - - - - - - - MAINLINE LATERIAL LINE - ----- -- SLEEVE FINISHED COMPACTED SCH 80 PVC BACKFlLL, TYP. - UNION, TYP. SHUT-OFF VALVE ° (STOP &WASTE) FLOW FROM SERVICE METER, SEE CIVIL DRAWINGS. CAP END - UD, TYP. SIZE TO ACCOMMODATE IRRIGATION EQUIP. PROVIDE EXTENSIONS AS REQUIRED. SCH 80 PVC NIPPLE, MIN. 3" LENGTH, TYP. I PVC. FEM. 12" CLEAR ADAPTER. MANUFACTURER/NOTES 1-1/2" INSTALLED PER CITY OF RENTON STD. PLAN 320.2 SENTINEL COMPUTERIZED CONTROLLER, GENERAL TO PROVIDE POWER SOURCE IN CONDUIT PROVIDE PEDESTAL ENCLOSURE 1-1/2" FEBCO 805Y PER APPROVAL. REVIEW AND INSPECTION PROVIDED IN BID. RAIN BIRD PEB-PRS SERIES RAINBIRD 44K W/ LOCKING CAP 1-1/2" SIZE - SCH. 40 PVC BELL PIPE. LOOP MAIN CLASS 200 PVC BELL PIPE. 1" MAX. 3/4" MIN. DROP SIZE OF BRANCH LATERAL PER PLAN. OFF -SHOOTS OF LATERAL TO LESS THAN 4 HEADS FROM 1" BRANCH SHALL BE 3/4". 4" MIN. SCH. 40 PVC OR TWICE SIZE OF INSERT PIPE �I QUICK COUPLER SEE DETAIL MAIN LINE, SEE IRRIG. LEGEND )p°o PERE. DRAIN LINE. J \ SUPPORT AS READ. J TIE TO STORM DRAIN DOl18EE CHECK VALVE NOTE, OR DAYLIGHT. 1° WASHED DRAIN AS PER WATER DISTRICT SEE IRRIGATION LEGEND ROCK COMPACTED INSTALLATION DETAILS FOR EQUIPMENT SIZES AND SUB GRADE AND INSPECTION. SEE MANUFACTURER. IRRIGATION LEGEND. DVCA CONNECTION ASSEMBLY SPRAY NOZZLE, SEE IRRIGATION PLAN LEGEND. FINISH GRADE 4" OR 12" POP-UP RISER SEE IRIGATION LEGEND. 10" VALVE BOX _- IIIII FINISH GRADEII11.1- -�� I- III III II IRi- POP-UP BODY, SEE Will COMPACTED BACKFlLL, TYP. BRASS QUICK CONSTRICTING HOSE CLAMP, TYP. IRRIGATION LEGEND DEPTH AS COUPLING VALVE 3/4" x 1/2" MALE BARBED EL SPECIFIED 1" SCH 40 PVC STREET ELL 1" x 8" SCH 80 PVC NIPPLES SCH 40 PVC TEE 1/2" FLEXIBLE POLLY PIPE RISER, MIN. 18' LENGTH. MAX. PVC MAINLINE, SEE LEGEND 3/4" SCH. 40 STREET 36" LENGTH. EL 'MARLEX'. 1/2" MALE BARBED EL. 1" z 8" SCH 80 PVC NIPPLES CLASS 200 PVC LATERAL LINE, 3/4" MIN. SCH. 40 PVC THREADED TEE 24" LENGTH #5 RE -BAR STAKE QUICK COUPLER VALVE (QCV) DETAIL POP-IP SPRAY HEAD DETAIL N.T.S. N.T.S. Pe rte et STA E DE CALL 2 BUSINESS DAYS BEFORE YOU DIG �nn� w xINGTDN v REGISTERED UNDSCAPE ARCHRECT 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 505 5th Avenue S, Suite 300 cm nc DD Naaise ER UTILITIES UNDERGROUND LOCATION CENTER No. Seattle, Washington 98104 REVISION N.T.S. VALVE BOX, 12"x18" MIN. PRESSURE REGULATOR MODULE, IF SPECIFIED. COMPACTED BACKFlLL, TYP.� FINISH GRADE - PVC 99 ELL: AUTO. CONTROL VALVE SIZE PER ZONE VALVE SCHED. SEE PLAN. `°(�O PVC LATERAL TRACE WIRE (2) PVC FEMALE ADAPTERS PVC PIPE SIZE (2) SCH 80 PVC NIPPLES, MIN. 8" CONTROL WIRES SAME AS MAINUNE LENGTH. SAME DIA. OF VALVE, TYP. BUNDELED & PVC TEE OR ELL. 1-CU/FT. WASHED 1" GRAVEL SUMP PLACE IN PVC CONDUIT WHEN PVC MAIN UNE WIRES ARE NOT WITH MAINLINE. AUTOMATIC CONTROL VALVE DETAIL N.T.S. esmxeJ WALKER way. J. BEAN xmP DE BOLDT BY DATE APPR ""R j. WALKER NONE VALVE SCHEDULE VALVE# SIZE GPM 1 1" 20.25 2 1" 21.34 3 1" 26.11 4 1" 17.17 5 1" 19.78 6 1" 18.09 7 1" 25.24 8 1" 24.49 9 1" 33.83 10 OPEN NA 11 OPEN NA 12 OPEN NA IRRIGATION GENERAL NOTES 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. PROTECTION OF SITE, INCLUDING: LOCATING ALL EXISTING AND NEW UNDERGROUND UTILITY LINES PRIOR TO ANY CONSTRUCTION, SAVING AND PROTECTING EXISTING TREES DESIGNATED TO REMAIN, REPAIRING ANY DAMAGE DONE TO CURBING, SIDEWALKS, FENCES, AND ANY OTHER DAMAGE CAUSED AS A RESULT OF THIS CONTRACT. B. INSTALLATION OF 110V ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. C. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINTS OF CONNECTION PURSUANT TO CITY OF RENTON REQUIREMENTS. D. PROVISION OF STANDARD THREADED STUB -OUT WITH THREADED CAP ON DISCHARGE SIDE OF METERS. STUB -OUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. E. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF -CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY ENGINEER OF STATIC PRESSURE AND ADVISE IF SYSTEM PRV IS NECESSARY F.INSTALLATION OF SLEEVING TO BE COORDINATED WITH GENERAL CONTRACTOR PRIOR TO PAVEMENT. 2. CONTROLLER IS TO BE PROVIDED BY CONTRACTOR WITH POWER AND OTHER WIRING. 3. SYSTEM HAS BEEN DESIGNED FOR MAX. 30 GPM AT 35 PSI AT THE FURTHEST NOZZLE. VERIFY ADEQUATE STATIC PRESSURE SETTING FOR OPTIMAL SYSTEM PERFORMANCE. PROVIDE SYSTEM PRV IF NECESSARY. 4. PRIOR TO INITIATION OF WORK CONTRACTOR SHALL VERIFY ALL WORK TO BE DONE PER LOCAL CODE AND PER MANUFACTURER'S PRODUCT SPECIFICATIONS. 5. SET VALVE BOXES FLUSH WITH FINISHED GRADES IN PLANTING AREAS. 6. PIPES FOR LATERAL LINES SHALL BE SIZED BY CONTRACTOR IN DECREASING DOWNSTREAM ORDER (PER RAIN BIRD DESIGN STANDARDS). 7. LINE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. COORDINATE WITH LANDSCAPE PLANS. VALVES SHALL BE POSITIONED ADJACENT TO CURBS IN SHRUB BEDS FOR SCHEMATIC CLARITY, MAIN AND LATERAL LINE SYMBOLS ON PLANS MAY BE INDICATED AT PAVEMENT, AND ADJACENT AND PARALLEL TO PLANTING AREAS, AND OUTSIDE OF LOT LINES. LINES SHOWN FOR CLARITY IN THESE AREAS ARE TO BE PLACED IN ADJACENT PLANTING AREAS, WITHIN THE PROJECT SITE. 8. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 9. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 10. ALL CONTROL WIRE SPLICES SHALL BE MADE AT VALVE BOXES. 11. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 13. PROVIDE MANUAL SHUT-OFF VALVE ALONG BRANCH LATERAL LINE TO EACH ISLAND PLANTER IN 6 INCH DIAMETER VALVE BOX NEAR MAIN CONNECTION. 14. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. BACKFLOW DEVICES SHALL BE TESTED UPON INSTALLATION. A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER SHALL PERFORM THE TESTING. THE TEST REPORT SHALL BE SUBMITTED TO THE CITY OF RENTON. CONTRACTOR SHALL INCLUDE TESTING IN THE LUMP SUM BID PRICE OF IRRIGATION SYSTEM COMPLETE. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. PROVIDE AUTOMATIC RAIN SHUT -OFFS FOR EACH CONTROLLER. 17. IRRIGATION CONTRACTOR TO PROVIDE A ONE YEAR WARRANTY AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. 18. IRRIGATION LINES SHALL BE INSPECTED BY THE ENGINEER PRIOR TO BACKFILLING. RECORD DRAWING THIS RECORD DRAWING WAS PREPARED USING INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. IF RI=oMww�3,ss„ CITY OF RENTON DATUM Planning/Building/Public Works Dept. CITY OF RENTON SUNSET LANE NE IMPROVEMENTS IRRIGATION LEGEND, NOTES, AND DETAILS 4/2016 IR6 91 �? SEE DETOUR PLANAN DETAIL BELOW -� NW 1/ SEC 9, T 23 N, R 5 E, W.M. DET ROAD 200'f PHASE 1 CLOSED CONSTRUCTION PHASING NOTES: DETOUR AHEAD 200'f AHEAD 1. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE \ \O AHEAD NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE ! APPLICABLE CONTRACT DRAWINGS. W20-3 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT LIMITED yp J I I W20-2 LIMITED T0, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS AND 48" o Z"� I GUTTERS, PAVEMENTS, ETC. ROAD ° 3. CONSTRUCTION PHASING SHOWN ON THESE PLANS IS THE AGENCY'S ° \�— ----- ------ P PREFERRED COURSE OF ACTION. ALTERNATIVE PHASING MAY BE 30" 24" _ SS '- �� / DETOUR DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER CLOSED ` \\ / FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE PHASING CONCEPTS F 2a SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE a z 00 21 00 _{ �\ CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE R61 W2S B/W // y A %�� 7 � - ~�`;(��\\ / M4-9L ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT BID. w / -- 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL a PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE / \ NN STA 20+20.4 \ �r STANDARD SPECIFICATIONS ARE STILL NECESSARY. *. LA /5. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO ° THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE ( SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER IV \ /�/ THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. Op �� THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG NE 10TH ST 1 8S \' w. ', y FROM SUNSET BOULEVARD TO THE RENTON HIGHLANDS LIBRARY ENTRANCE FOR PEDESTRIANS AT ALL TIMES. 7. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVIDE aRn 1 \ SS Qs, \ S / \ \ y+ A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR PER WSDOT OS / �L \ X� \ TRAFFIC CONTROL PLAN TC16. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON -WORKING HOURS PROVIDE ADA PEDESTRIAN Op \ ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY h\ Op MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX " S ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER. N r !k ROAD I \ \ \ /✓� ?e \\ 8. PROVIDE A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR BEHIND W \ \ s \ EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS, MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. '1. O tLGSEp / I I \ \ / \ \ SS \\`\ / 0� 9. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS \ N / \ \ OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT y> �� THRU SIDEWALK DETOURS ` \ RB�w2 \ \ \\ �� 10. CONTRACTOR SHALL MAINTAIN THE TEMPORARY DRIVEWAY ACCESS TO �(�� THE RENTON HIGHLANDS LIBRARY AT ALL TIMES F \ ?� 11. CONTRACTOR SHALL REMOVE OR COVER CONFLICTING EXISTING S5 �� \ S �. CHANNELIZATION OR SIGNS. N `•` S — — — V 12. SIGN PLACEMENT IS SUBJECT TO REVISION BY THE INSPECTOR ON -SITE IF NEEDED TO ADDRESS TRAFFIC OR PEDESTRIAN SAFETY OR E TRAVEL (v 13. TEMPORARY CHAIN LINK FENCE POSTS SHALL BE PLACED ON STANDS O \ \ AND NOT PENETRATE THE GROUND SURFACE. 14. CONTRACTOR IS REQUIRED TO COMPLETE CITY OF RENTON TRAFFIC CONTROL PLAN FORM AND LAYOUT FOR EACH CONSTRUCTION PHASE. \ \ I I wry% 15. CONTRACTOR SHALL INSTALL UTILITY CONNECTIONS/EXTENSIONS OUTSIDE �(\ THE CONSTRUCTION ZONE AS NECESSARY TO PROVIDE FULLY FUNCTIONING UTILITY SYSTEMS THE ENTIRE CONSTRUCTION DURATION. ANY PAVEMENT CUTS OUTSIDE THE CONSTRUCTION ZONE FOR A PARTICULAR PHASE SHALL BE PATCHED WITH HOT MIX ASPHALT. FULL NE 12TH ST N N \ (� v ROAD CLOSURE ARE NOT ALLOWED OUTSIDE THOSE SHOWN ON THE PLANS. 16. CONTRACTOR SHALL COORDINATE WITH PRIVATE DEVELOPMENT CONTRACTOR TO MINIMIZE ACCESS CONFLICTS. LEGEND 24" AD CONSTRUCTION ZONE CL SED 1-7z7z TYPE 3 BARRICADE oz R11-2 z B/W w \ i O1 y o 13 W SIGN MUTCD CODE DESCRIPTION 30" W20-3 ROAD CLOSED AHEAD 481, lo ist,� I I O R11-2 ROAD CLOSED 24„ ROAD k R/B/W a O M4-9 MOD DETOUR, STRAIGHT ARROW CLOSED $` �� INSTALL TRAFFIC SIGNAL COVER OVER O M4-9L DETOUR, LEFT ARROW ' LEFT —TURN SIGNAL HEAD DURING THIS O4 30" R 2 PHASE (EASTBOUND NE SUNSET BLVD) SCALE 2t� O M4-9R DETOUR, RIGHT ARROW B/W W20-2 DETOUR AHEAD 30" RECORD DRAWING 40 0 40 �f JL THIS RECORD DRAWING WAS PREPARED USING FCL t 30" INFORMATION PROVIDED TO CONSULTANT AND o E R3-2 CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. N ° I R/B/W SS \ \ THE INFORMATION WAS NOT INDEPENDENTLY FIELD o (PLACE IN MEDIAN). R3-2 VERIFIED. THE CONSULTANT DOES NOT WARRANT OR o S R/B/W GUARANTEE THE ACCURACY OR COMPLETENESS OF THE 6 o D E SOe Iq 200'f INFORMATION SHOWN. F ti o CALL 2 BUSINESS DAYS BEFORE YOU DIG �m 1"=40 CITY OF RENTON �.E 4/2016 Perteet o _ _� �K BDSBY CITY OF RENTON SUNSET LANE NE IMPROVEMENTS x 1 800 4 2 4- 5 5 5 5 206-436-0515 1 1-800-615-990 \ 0 49442 a "" J. BEAN w, UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 �FSS/�NAL EE�G�� t21t4 Pq"mo. DEKOEKKOEK DATUM Plo l y/B� Id y/Publ works Deft. CONSTRUCTION PHASE 1(,'P� B Seattle, Washington 98104 21 N0. REVISION BY DATE APPR ^' p DE BOLDT CONSTRUCTION PHASING PLAN 92 '9 30" 36" 0 N LY R3-5R B/W w z z z 4tl 24 ROAD a CLOSED a __J l_ w R11-2 B/W (n z (l NE 12TH ST I T— O � I I w z a z 0 w z z I o_ o 13 I z I I I I 2� \ �1 \ V ROAD '4 CLOSED R71-2 B/W NW 1/ SEC 9, T 23 N, R 5 E, W.M. PHASE 2 SEE HARRINGTON DETOUR PLAN DETAIL BELOW f SS 21 0 0 7 -22 00 � 23t ... STA 20+20.4 30 \ 36" SS B OS \ \ \ S lk R99N LY O \ SO \ S 24+609 �S� A B/4V X \ y�70 y� SIGN MUTCD CODE DESCRIPTION O1 W20-3 ROAD CLOSED AHEAD O2 R11-2 ROAD CLOSED O M4-9 MOD DETOUR, STRAIGHT ARROW O4 M4-9L DETOUR, LEFT ARROW O5 M4-9R DETOUR, RIGHT ARROW O W20-2 DETOUR AHEAD CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91 UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300 Seattle, Washington 98104 /.\ o U E S 0�. F T o \ 49442cl p �" �F�s/NNAL EENG\�21121t9 yy� 1r \\r—s — — — IO �` I I\ 1 I\ I I\ 1 � 1 \ Sg \ 0 I No. REVISION 1 48" ROAD 24 CLOSED / R11-2 B W / / 48" ROAD 24 CLOSED R11-2 B/W 464 Op \ • p� S r7� s /✓ hex_ �- 1` S\ S�, F / \ 30" R3-5R / B/W / 30" 36" 0 N LY R3-5L B/W / / / / / RECORD DRAWING / THIS RECORD DRAWING WAS PREPARED USING / INFORMATION PROVIDED TO CONSULTANT AND CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. - THE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR GUARANTEE THE ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. 1 ", 40 oM BUSBY CITY OF nccH K. xn BEAN ' RENTON DATUM D. DEKOEKKOEK Planning/Building/Public Works Dept. BY DATE APPR APPA p DE BOLDT CONSTRUCTION PHASING NOTES: 1. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE APPLICABLE CONTRACT DRAWINGS. 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT LIMITED To, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS AND GUTTERS, PAVEMENTS, ETC. 3. CONSTRUCTION PHASING SHOWN ON THESE PLANS IS THE AGENCY'S PREFERRED COURSE OF ACTION. ALTERNATIVE PHASING MAY BE DEVELOPED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL. ACCEPTANCE OF ALTERNATIVE PHASING CONCEPTS SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE CONTRACTOR SHALL NOT PRESUME THAT ALTERNATIVES WILL BE ACCEPTED. THE CONTRACTOR SHALL USE THIS PLAN AS THE BASIS FOR THE CONTRACT BID. 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. 5. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY EITHER BEFORE OR AFTER ACTUAL UTILIZATION. 6. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG NE 10TH ST FROM SUNSET BOULEVARD TO THE RENTON HIGHLANDS LIBRARY ENTRANCE FOR PEDESTRIANS AT ALL TIMES. 7. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVIDE A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR PER WSDOT TRAFFIC CONTROL PLAN TC16. PROVIDE THIS DETOUR DURING WORKING HOURS ONLY. DURING NON -WORKING HOURS PROVIDE ADA PEDESTRIAN ACCESS THROUGH THE WORK ZONE BY THE USE OF TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER. 8. PROVIDE A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR BEHIND EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS, MATERIALS AND LOCATION TO BE APPROVED BY THE ENGINEER. 9. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS OCCURRING ON A CURB RAMP TO SERVE AS A PEDESTRIAN ESCORT THRU SIDEWALK DETOURS. 10. CONTRACTOR SHALL MAINTAIN THE TEMPORARY DRIVEWAY ACCESS TO THE RENTON HIGHLANDS LIBRARY AT ALL TIMES. 11. CONTRACTOR SHALL REMOVE OR COVER CONFLICTING EXISTING CHANNELIZATION OR SIGNS. 12. SIGN PLACEMENT IS SUBJECT TO REVISION BY THE INSPECTOR ON -SITE IF NEEDED TO ADDRESS TRAFFIC OR PEDESTRIAN SAFETY OR TRAVEL. 13. TEMPORARY CHAIN LINK FENCE POSTS SHALL BE PLACED ON STANDS AND NOT PENETRATE THE GROUND SURFACE. 14. CONTRACTOR IS REQUIRED TO COMPLETE CITY OF RENTON TRAFFIC CONTROL PLAN FORM AND LAYOUT FOR EACH CONSTRUCTION PHASE. 15. CONTRACTOR SHALL INSTALL UTILITY CONNECTIONS/EXTENSIONS OUTSIDE THE CONSTRUCTION ZONE AS NECESSARY TO PROVIDE FULLY FUNCTIONING UTILITY SYSTEMS THE ENTIRE CONSTRUCTION DURATION. ANY PAVEMENT CUTS OUTSIDE THE CONSTRUCTION ZONE FOR A PARTICULAR PHASE SHALL BE PATCHED WITH HOT MIX ASPHALT. FULL ROAD CLOSURE ARE NOT ALLOWED OUTSIDE THOSE SHOWN ON THE PLANS. 16. CONTRACTOR SHALL COORDINATE WITH PRIVATE DEVELOPMENT CONTRACTOR TO MINIMIZE ACCESS CONFLICTS. LEGEND CONSTRUCTION ZONE 7Z7Z7 TYPE 3 BARRICADE SCALE 40 0 40 80 FEET CITY OF RENTON SUNSET LANE NE IMPROVEMENTS CONSTRUCTION PHASE 2 CONSTRUCTION PHASING PLAN �B0/2016 CP2 s"E�. 939 NW 1/ SEC 9, T 23 N, R 5 E, W.M. PHASE 3 �O 30" CONSTRUCTION PHASING NOTES: \\ 1. ALL EXISTING AND FUTURE IMPROVEMENTS, INCLUDING UTILITIES, ARE l" NOT SHOWN ON THIS DRAWING. FOR ADDITIONAL INFORMATION, SEE THE 9L APPLICABLE CONTRACT DRAWINGS. I � 30„ \ I \ 2. IN ALL CASES, UNDERGROUND UTILITIES SHALL BE CONSTRUCTED PRIOR L� TO START OF FINAL SURFACE IMPROVEMENTS SUCH AS, BUT NOT 0 \ 48" LIMITED To, PAVEMENT BASE MATERIAL, SIDEWALKS, CURBS AND R3-2 GUTTERS PAVEMENTS ETC. SS ....::.;. .ii� - R/B/W 30" 3 AGENCY'S ROAD '• " \ •. � ..... :...... ; ...... ' .'.'.'.'.'.' '„ .. • "^ CONSTRUCTION PHASING SHOWN ON THESE PLANS IS THE AGENC ' PREFERRED COURSE OF ACTION. ALTERNATIVE PHASING MAY BE 24" BY , _\ 21 00 —22 00 — 23 / CLOSED 30" DEVELOPED APPROVAL.TA CEPTANCE OF ALTERNATIVE HE CONTRATOAND SUBMTPHHAS ED TO INTHE CONCEPTSER SHALL BE AT THE SOLE DISCRETION OF THE ENGINEER AND THE / � ai .e/ ~ / •< RNOT PSUME 1- B/Wr2 ACOCEPTED. THEH ALL CONTRACTOR SHALLTHAT USE T ISR PLAN EASWILL THE BASIS FOR R3-1 THE CONTRACT BID. R/B/W 4. CONSTRUCTION ACTIVITIES NOT SPECIFICALLY SEQUENCED HEREON {/ ? SHALL BE CONDUCTED IN A MANNER TO MINIMIZE PUBLIC IMPACT, FULL / • / PROGRESS SCHEDULES IN ACCORDANCE WITH SECTION 1-08.3 OF THE STANDARD SPECIFICATIONS ARE STILL NECESSARY. J ro • ( ^, 5. CONSTRUCTION EQUIPMENT AND MATERIALS SHALL BE RESTRICTED TO THE CONSTRUCTION AREA AT ALL TIMES. UNDER NO CIRCUMSTANCE J SHALL EQUIPMENT OR MATERIALS BE ALLOWED IN AN AREA OTHER OTL' - / THAN CONSTRUCTION STAGING AREA FOR A PERIOD OF ONE DAY \ SS— \ �? '7 Y EITHER BEFORE OR AFTER ACTUAL UTILIZATION. ST 6. THE CONTRACTOR SHALL PROVIDE A SAFE ROUTE ALONG NE 10TH ST FROM SUNSET BOULEVARD TO THE RENTON HIGHLANDS LIBRARY n I 1 1 \ S \ \ O ••; ,�` ENTRANCE FOR PEDESTRIANS AT ALL TIMES. 7. WHEN WORKING ON CURB RAMPS AND SIDEWALK SEGMENTS, PROVIDE A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR PER WSDOT 1\ TRAFFIC CONTROL PLAN TC16. PROVIDE THIS DETOUR DURING WORKING 0 HOURS ONLY. DURING NON -WORKING HOURS PROVIDE ADA PEDESTRIAN 4`g" OS \\ << Y. / ACCESS THROUGH THE WORK ZONE BY THE USE of TEMPORARY MEASURES SUCH AS STEEL PLATES, CRUSHED SURFACING, COLD MIX OA \/i l(\n_ / / ASPHALT, OR OTHER MEASURES APPROVED BY THE ENGINEER. ' `a \ J/ 4 \ \ / y5 8. PROVIDE A 5 FOOT WIDTH ADA PEDESTRIAN ACCESS DETOUR BEHIND -� 24 OSED \ P `SS / EXISTING SIDEWALK AT LOCATIONS SPECIFIED IN THE PLANS. MATERIALS '� �,' AND LOCATION TO BE APPROVED BY THE ENGINEER. 4 9. A FLAGGER MUST BE PROVIDED AT ALL TIMES WHILE WORK IS R11WHRU SID 2 ///�,(X b '~ \ _ //�J/ y TORRING ON DETOURS. CUR RAMP TO SERVE AS A PEDESTRIAN ESCORT $5 / / �1 ��V - /// 10. CONTRACTOR SHALL MAINTAIN THE TEMPORARY DRIVEWAY ACCESS TO Id" �0� s V E / THE RENTON HIGHLANDS LIBRARY AT ALL TIMES. 11. CONTRACTOR SHALL REMOVE OR COVER CONFLICTING EXISTING CHANNELIZATION OR SIGNS. 12. SIGN PLACEMENT IS SUBJECT TO REVISION BY THE INSPECTOR ON -SITE IF NEEDED TO ADDRESS TRAFFIC OR PEDESTRIAN SAFETY OR TRAVEL. 13. TEMPORARY CHAIN LINK FENCE POSTS SHALL BE PLACED ON STANDS AND NOT PENETRATE THE GROUND SURFACE. 1p \ 14. CONTRACTOR IS REQUIRED TO COMPLETE CITY OF RENTON TRAFFIC I CONTROL PLAN FORM AND LAYOUT FOR EACH CONSTRUCTION PHASE. \ I 15. CONTRACTOR SHALL INSTALL UTILITY CONNECTIONS/EXTENSIONS OUTSIDE p J THE CONSTRUCTION ZONE AS NECESSARY TO PROVIDE FULLY \ r TOO RENTON HIGHLANDS LIBRARY AT ALL TIMES �� FUNCTIONING UTILITY SYSTEMS THE ENTIRE CONSTRUCTION DURATION. \ rn l �! �� / / 301, ANY PAVEMENT T OUTSIDE PARTICULARPHASESHALLCONSTRUCTION PATCHED WITHHOTN OT MIX ASPHALT. FULL �X ROAD CLOSURE ARE NOT ALLOWED OUTSIDE THOSE SHOWN ON THE /.... �•* >� / PLANS. / SS / 5' / / / / 30" 16. CONTRACTOR SHALL COORDINATE WITH PRIVATE DEVELOPMENT CONTRACTOR TO MINIMIZE ACCESS CONFLICTS. 30" LEGEND CONSTRUCTION ZONE 30" 7L6/ TYPE 3 BARRICADE R3-2 ® BARREL N ti — — • SS " \ .� ss / 95 a / / R/B/W ROAD CLOSED 24 CLOSED AHEAD X$� \ / R11-2 W20-3 / B/W 1p g5 SCALE RECORD DRAWING wwMeIlmimmomml / THIS RECORD DRAWING WAS PREPARED USING 40 0 4 RO INFORMATION PROVIDED TO CONSULTANT AND FEET / CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED. m - THE INFORMATION WAS NOT INDEPENDENTLY FIELD SD VERIFIED. THE CONSULTANT DOES NOT WARRANT OR o — - / GUARANTEE THE ACCURACY OR COMPLETENESS OF THE T o D E S�F _ °E° INFORMATION SHOWN. ti CALL 2 BUSINESS DAYS BEFORE YOU DIG 1", 40 "' CITY OF RENTON o.E 4/2016 Perteet o _ _� °K BUSBY CITY OF RENTON SUNSET LANE NE IMPROVEMENTS x 1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-990 \ 0 49442 a J. BEAN w UTILITIES UNDERGROUND LOCATION CENTER 1 0 505 5th Avenue S, Suite 300 �Y,S GIS EE�G�� t21t4 Pq"mD. DEKOEKKOEK DATUM Plo l y/B� Id y/Publ works Deft. CONSTRUCTION PHASE 3 CP3 Seattle, Washington 98104 21 No. REVISION BY DATE APPR "' p DE BOLDT CONSTRUCTION PHASING PLAN 94 9•