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Home My WebLink AboutzT-3752 SetALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS , I F A•li+'.k Zrs-•" ar• rsI'1, C44NI41 wru. b•- kS d�*• d by Co R- I n•Pd imo ' Sunset Lane S WATER LINE STORM DRAINAGE UNE W `SANITARY SEWER LINE VC.Zol` POWER TELEPHONE LINE GAS LINE WATER METER/VALVE/FH STORM CB/MH SANITARY SEWER MH/CO GAS VALVE/METER STREET LIGHT ASSEMBLY TELEPHONE RISER/MH EXISTING PROPOSED Woo�0000000� \\\\�O\\\\\\\\\\\\\\\\\O\\\\\\\\\O •- • - • Dig. i or i&avjj mff.. TRUE NORTH T TC , PROJECT NORTH T-315201 Approved By: �_ Date: -?e Approved By:- Approved y; Approved By: Approved By: Date: Date: Date: ARCHITECTS H A a CC NSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL A PERMIT RESUBMITTAL Renton Highlands Otibrary WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE OVERALL PAVING, SIGNING, STRIPING AND CHANNELIZATION PLAN SHEET NUMBER C-500 EXISTING PROPOSED ASPHALT ASPHALT PAVING 0 C� C a4iPuiii ASPHALT OVERLAY CONCRETE PAVING A BUILDINGS oz CURBING g � O C TREE W/PROTECTION *0 C) CONTOUR (INDEX) —16v— CONTOUR -- -96--- WATER LINE STORM DRAINAGE UNE W `SANITARY SEWER LINE VC.Zol` POWER TELEPHONE LINE GAS LINE WATER METER/VALVE/FH STORM CB/MH SANITARY SEWER MH/CO GAS VALVE/METER STREET LIGHT ASSEMBLY TELEPHONE RISER/MH EXISTING PROPOSED Woo�0000000� \\\\�O\\\\\\\\\\\\\\\\\O\\\\\\\\\O •- • - • Dig. i or i&avjj mff.. TRUE NORTH T TC , PROJECT NORTH T-315201 Approved By: �_ Date: -?e Approved By:- Approved y; Approved By: Approved By: Date: Date: Date: ARCHITECTS H A a CC NSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. Q PERMIT RESUBMITTAL Q2 PERMIT RESUBMITTAL A PERMIT RESUBMITTAL Renton Highlands Otibrary WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE OVERALL PAVING, SIGNING, STRIPING AND CHANNELIZATION PLAN SHEET NUMBER C-500 pppa Q O 0 C� z 0 z A oz ONTS � g � O C i L- C =z I n uz m pppa Q O 0 C� z 0 z Y � Z oz ONTS � g � O C i L- C =z ~ uz m g M I I — y z 0 z oz ONTS � no i L- C =z ~ j N a I I N KEY MAP 1 SCALE: 1"=60" ' FUNRE STREET IMPROVEMENTS � TO BE DESIGNED AND INSTALLED �, BY COLPfTTS, POST LIBRARY - I CONSTRUCTION > l Sunset Lane NE 1 I TYPE 1 DRIVEWAY PER COR STD PUN F004.2 TO BE / DESIGNED AND INSTALLED BY COLPITIS, SHOWN FOR REFERENCE ONLY. SEE DETAIL TYPICAL CROSS SECTION - SUNSET LANE NE 1"=5' SIDEWALK ' 6" CURB AND 18" GUTTE PER COR ST) PUN F—I C/L Sunset Lane HE 9, 9, NORTHBOUND VANE SOUTHBOUND LANE EXISTING PROPOSED NEW ASPHALT PAVING 2" GRIND AND OVERLAY % I PER COR STD PLAN H-32 �. TELEPHONE LINE CONCRETE PAVING I GAS UNE BUILDINGS ® WATER METER/VALVE/FH %L9. I STORM CB/MH — /0' ', SANITARY SEWER MH/C v CONTOUR (INDEX) —AV GAS VALVE/METER •, / ' STREET LIGHT ASSEMBLY WATER LINE TELEPHONE RISER/MH m IN o z m DRAWING TITLE � z �En � s S N O z CHANNELIZATION PLAN - a V ASV A A A TYPICAL CROSS SECTION - SUNSET LANE NE 1"=5' SIDEWALK ' 6" CURB AND 18" GUTTE PER COR ST) PUN F—I C/L Sunset Lane HE 9, 9, NORTHBOUND VANE SOUTHBOUND LANE LEGEND EXISTING PROPOSED NEW ASPHALT PAVING 2" GRIND AND OVERLAY EX CURB I PER COR STD PLAN H-32 �. LEGEND STORM DRAINAGE UNE SANITARY SEWER LINE D 5 iD 20 y EXISTING PROPOSED Call SCALE I "= 10' before) ou Djg. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) TRUE NORTH 0 PROJECT NORTH T GRIND AND OVERLAY pAINTED/THERMOPIASTIC� PER COR STD PUN H 32 CROSSWALK PER COR -. SEE DETAIL STD PUN 127 MAIMAIN EX CURB �Tgrso T NORTH BOUND 3 � -•l � l I L J �, / /,' /� �/ ' 1;: }.,�.� �2 i '•E" : i' .,fat,, � ��5 :•.� �•„ %3 � �• �.; �,'.�' 3.6� l F .I 1 t.'} - r>a ., I \ TEMPORARY PAVING STREET TREES AND SCORING PATTERN 11 REPLACE EX STREET SIGN PER COR STD PUN G-13 SEE DETAIL •-� s REPLACE EX STOP SIGN 19+795 PER COR STD PLN C-13 RAMP SEE DE1 TAIL I 1ZPE NEW AD RAMP' iJ iYP€ 18 PER" COR UN {� STD, PF-1q ' SEE .DETAIL SEAT I AL SEE AP€ STA 31+72.0 19:9' LT)' ED R=10' STA 31+66.7, ,Q''LT) EC R=10' ,LL TRENCH RESTORATION AND OVERLAY EQUIREMENTS SHALL COMPLY WITH THE ;ITY OF RENTON STANDARDS Approved By: — Date: .is -told Approved By: Date: Approved By: Date: Approved By: Date: Z Z G y m ARCHITECTSCID vz m THA' I _ I CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. VVA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 1l PERMIT RESUBMITTAL L^, PERMIT RESUBMITTAL A PERMIT RESUBMITTAL DATE 5/19/14 7/11/14 9/9/14 EXISTING PROPOSED I ASPHALT PAVING I....... POWER ASPHALT OVERLAY �. TELEPHONE LINE CONCRETE PAVING I GAS UNE BUILDINGS ® WATER METER/VALVE/FH CURBING I STORM CB/MH — TREE W/PROTECTION ', SANITARY SEWER MH/C C131436-01 CONTOUR (INDEX) —AV GAS VALVE/METER CONTOUR - --9A-- -- STREET LIGHT ASSEMBLY WATER LINE TELEPHONE RISER/MH STORM DRAINAGE UNE SANITARY SEWER LINE D 5 iD 20 y EXISTING PROPOSED Call SCALE I "= 10' before) ou Djg. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) TRUE NORTH 0 PROJECT NORTH T GRIND AND OVERLAY pAINTED/THERMOPIASTIC� PER COR STD PUN H 32 CROSSWALK PER COR -. SEE DETAIL STD PUN 127 MAIMAIN EX CURB �Tgrso T NORTH BOUND 3 � -•l � l I L J �, / /,' /� �/ ' 1;: }.,�.� �2 i '•E" : i' .,fat,, � ��5 :•.� �•„ %3 � �• �.; �,'.�' 3.6� l F .I 1 t.'} - r>a ., I \ TEMPORARY PAVING STREET TREES AND SCORING PATTERN 11 REPLACE EX STREET SIGN PER COR STD PUN G-13 SEE DETAIL •-� s REPLACE EX STOP SIGN 19+795 PER COR STD PLN C-13 RAMP SEE DE1 TAIL I 1ZPE NEW AD RAMP' iJ iYP€ 18 PER" COR UN {� STD, PF-1q ' SEE .DETAIL SEAT I AL SEE AP€ STA 31+72.0 19:9' LT)' ED R=10' STA 31+66.7, ,Q''LT) EC R=10' ,LL TRENCH RESTORATION AND OVERLAY EQUIREMENTS SHALL COMPLY WITH THE ;ITY OF RENTON STANDARDS Approved By: — Date: .is -told Approved By: Date: Approved By: Date: Approved By: Date: Z Z G y m ARCHITECTSCID vz m THA' I _ I CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. VVA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. 1l PERMIT RESUBMITTAL L^, PERMIT RESUBMITTAL A PERMIT RESUBMITTAL DATE 5/19/14 7/11/14 9/9/14 0..41OvAoJ 'i c— r P I S 0 'n x c o { m C m I C g R ( I Z v I I g 2 PROJECT NUMBER C131436-01 DATE Z y9 � m IN o z m DRAWING TITLE � z �En 0..41OvAoJ 'i c— r P I Library { N I Renton WA ( I - v I I BID DOCUMENTS � �y PROJECT NUMBER C131436-01 DATE Z y9 z As Shown o z O DRAWING TITLE � z �En � s S N O z CHANNELIZATION PLAN - a z Renton Highlands r P W Library { N I Renton WA ( I - ISSUANCE I BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE I Di1 PAVING, SIGNING, s n STRIPING AND CHANNELIZATION PLAN - a z NORTH SHEET NUMBER C-501 KEY MAP ) SCALE: 1"=60" ■ ■ ■ ■ LLLLLLLLLLLLLLLL� ■ ■ LLLLLLLLLLLLLLLL� TEMPORARY PAVING VAVA � � AAS Av A A A A Av �� A AAV�VAAV A vAV AAV A A AA ,I Z W vvvv vvvv ,vvvvvv= PINEIP N35'4330$212,06' EX DRIVEWAY TO ` BE REMOVED WITH FUTURE ROW DEVELOPMENT6 L9 RH .. .. _ EX SID4ALK Sunset Blvd NE (SR 900) O 88+C0 88+50 C/L P/L NE 10th Street 30.5' I VARIES 12' r0.5' 8 12' 12' ) PUNTER SIDEWALK PARKING/LOADING EASTBOUND UNE WESTBOUND LANE 'PARKINI y LOWER LEVEL GARAGEENTRY 6- CURB AND 18" GUTTER NEW ASPHALT PAVING PER COR STD PLAN F-1 TYPICAL CROSS SECTION - NE I OTH STREET 1'=5' 2" GRIND AND OVERLAY PER COR STD PUN H-32 LEGEND 0 5 10 20 EXISTING PROPOSED EXISTING PROPOSED I m Wm Call ASPHALT PAVING 0 , POWER SCALE III =10' before you ASPHALT OVERLAY TELEPHONE LINE DI g CONCRETE PAVING GAS UNE 8-1-1 or BUILDINGS ® WATER METER/VALVE/FH 1-800-424-5555 UNDERGROUND SERACE (USA) CURBING STORM CB/MH TRUE NORTH TREE W/PROTECTION 4 SANITARY SEWER MH/CO CONTOUR (INDEX) —16v— GAS VALVE/METER CONTOUR -- --96----- STREET LIGHT ASSEMBLY WATER LINE TELEPHONE RISER/MH PROJECT NORTH STORM DRAINAGE LINE SANITARY SEWER LINE S NEW ADA RAMP tt E7B PER COR STD PLM F-10 126 91' \\\\\\\\\\\\\\\\\\\\\\ SUNSET BLVD IMPROVEMENTS TO BE DESIGNED AND INSTALLED BY COLPITTS POST LIBRARY CONSTRUCTION GRASS/LANDSCAPE _ EX SIDEWATJ( - - .. NS5'4Y30"E 25574" CURB ' VARIES Y GRIND AND OVERLAY H- IV�iliiil�i PER COR STOI IAd H-3 illi) / �1 fir"" 2.5' i iB.O 4 �4 y `� • 12. 6.4' '7 __ 1 �-•w� X BC R=10 W — SEE DETAIL I a 38.0' 12.0 12.0' 6.0' � STA 30+85.6 (17.9' LT) EC R=10' I STA 30+78.6 (15' LT) PRC R=10' 6" CURB W/18° STD pUNEF COR n SEE DETAIL I , h I STA 30+70.8 (12.1' LT) o LL TRENCH RESTORATION AND OVERLAY EQUIREMENTS SHALL COMPLY WITH THE ITY OF RENTON STANDARDS Approved By:, Approved By:. Approved By: Approved By:. A.�� 90 COo T=37520-3 CDS Date: y/S1m/y� Date: Date: Date: ARCHITECTS R v m THA a a3. C "H CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/3434460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. PERMIT RESUBMITTAL L PERMIT RESUBMITTAL PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11114 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PAVING, SIGNING, STRIPING AND CHANNELIZATION PLAN - SOUTH SHEET NUMBER C-502 �o m a o D o z O Z z v zn � f o z z C a � 3 c 3 ♦� UzZ m S D � a z J /TTI o z O 3 z v zn � f o z z p N< ' p D -�C N ARCHITECTS ab 3 M= m THA � I CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. A^ PERMIT RESUBMITTAL L PERMIT RESUBMITTAL A3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PAVING, SIGNING, STRIPING AND CHANNELIZATION DETAILS SHEET NUMBER C-510 a 33 }3 i � CC C 0 it n DID ITEM ONaums NDEWAL6 RAMPS) 1 6.-D• OETECTADLE WARN RC. PATTERN {SEE DETAA;} Q 1 _z i { PRENaaEa VARIES « 14' WN, (SEE CONTRACT)6:-D" p� a i A J/e' :dW I m I M I n CEMENT CONCREIE PEDESTRIAN WRD (TYP-) .n Ell 3/B- (AMEN soE;IRED IN CONTRACT)JOINT 3/8' EXPANVON fTW ? (5a SSD. PLAN F-1) (SEE. STD, PLAN F_a) `y CEMENT CONCRETE SIDFWALN 771I i WIN, I j � w A � fewuxA»a aA,E mixx °a' txoT>auszo w.94 rnrN _3 D.A CROSSWAIK'(TV.) PLAN MEW �dT,0E1_HL,tILUTTER PAN (SEE'. STO. PLAN H -5c) RAMP WTH t}N:fV SEE NOTE I DEMENT CONCRETE:. Stq�E (TYp) WRD & W MR PLAN MEW (SEE NOTE 3) zar. ! PI AN SInFWAt N RAMP TYPE 1AW,ei stwt WTIER ew Ili fIN6 me rkAt[ CEMENT C(YJC M Dfi�K�WA�Y FNTRANI TIFF 1 NOT TIT SCALE A 4"1CN /Y R , R ROWIi"Y 5. HWE >` 3/8-EXPANSIONa"AjxM'�� t/Y P. gwoweY 4PRIE514' MR. b' -D' i RAMP (SEE CONTRACT)RAMP 4 JOINT (TV.) (SEE. STD PLAN F-3). ^awes CEMENT CUJCREW PEDESTRIAN COAD (Trot w is 1 D AI1N DETECTABLE WARNING)NOT Em . .. •:. • PATTERN .(SEE DETAIL) II,eLdoTu mp mna uta s"sN OR IN., • •. • :: • tnot lN3Wta i, Poo mer) CEMENT IXAYCREfE 3/e' EXPANSION JNNT !TY") : A 9�WAtN SECRON A (SEE STD, PLAN F-3) O 5 SECTION..O 0 SWALK .(SEE STD, PLAN H -8a) t/Y R (TN.) DEPRESSED ISOMETIEC NEW TAMP DETAIL WRS B;TAl FOR �F� W,R. RAMP 3) VARIES ($EE rv01E 3) iVPFc t0-. iC. 10' - 1; Avoid placbg alsbuctarW, y cton boxes or olimn protractors, n front in of romp =cm orc. > > 3/6' EXPANSION DONT AplawAv (TW) (SEE SID, PLAN F-3) 2. Detectable worn n9 Patterns- may be created by any method that will och eve the trumnNed dame I vwes glmens(ons ono spacng dawn. DRMONAT SECTIIX_I (n (BY OTHERS) 3 cam and guHa shown, as The Contrast Plans for the cmb'desiga 5pssifaO. :See Std.. Nen F-1 for penb SECTION f 6 1 details V CEMENT CONCRETE DRIVEWAY ENTRANCE 4: me plan views for SIDEWALK RAMP TYPES 18, IC & t0 we pmded t dar Mach ramp tWe. See the CEMENT CONCRETE TYPES 1; $: 3, & 4 .: .SIDEWALK RAMP DETAIL an the spent, :Sea std Plan F-3. far s,aawalk cemen joint plat and aetalls. CURB AND GUTTER. PLAN 5: Rampslapea shall not be eloper Ran 12N.TV.- RAMP Sheet $ OF 8 8. Thgoer d spall provide to. the City the curb ramp [We, lotot)on elewtene, and pmflse on the TYPES IA. 1B, SC & ID SAEE'f 1 OF ) ADOPTED CIT( OF RBNTON i�♦ .0m tted plans of earn, of the oallo amps within Ge project orao. The p oRca sholl froelde arPmn, Info t a o dorem'ne the moos elapca MPC n poing slopes of. each caro ramp and wM be ahMaked fa ADA SHEET 1 OF 3 campllanoe- ADOPTED A ATO DP ]t@ITDK p ADOPTED G/ 1, p CIT3 OF .RENTON �I 14 �- 1 STANDARD PIANS 'f LST DATE 04/04 f( �4 STANDARD PLANs: \ ,A J,y.. STANbARD PL1N3 A' ` T LST DATE 01/04 IST DAT¢. sell DATE REVISION gPpR DWG. NAME F004-2 `SP PAGE: FI J . A ea Rai. s cv .DATE I N er P DWG NAME: FOTO Sp PAGE: FO1D DATE REVISION BY APPR' DWG, NAME FOOT $P PAGE: FOO NTSNTS Cement Concrete Driveway Entrance 2 NTS 3 Sidewalk Ramp Cement Concrete Curb and Gutter EACH PARKING SPACE RESERVED FOR PERSONS WITH _ 20 3 _ __ PHYSICAL DISABIUMES SHALL BE IDENTIFIED BY A _ MUST CONFORM TO RESERVED RESERVED REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY - MUTCD STANDARD R7-8 5_. �2 PARKING PARKING ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OFA PROFILE VIEW LU A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE �� SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE n"'E PMHfO °A°°'a mm mAreaaamAAnalo mATerlesa✓�rA14nR r�.ETlml.m IBa.TRP4W CENTERED BETWEEN 3 AND 5 FEET AT THE HEAD OF THE - ?i '- -_ PARKING SPACE. FINISHED GRADE. SIGNS MAY ALSO BE _ - WI Jc®E METAL SIGN; BOLT TO PIPE COLUMN V 2--1/2" CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES MUST CONTAIN WORDING: ��a -- AccE�aeL.E FROM THE PARKING SPACE FINISHED GRADE, GROUND "STATE DISABLED PARKING 4 �i C,A OR SIDEWALK. PERMIT REQUIRED" /. �2„ GRADE ^/ AN ADDITIONAL SIGN SHALL ALSO BE POSTED, IN A ' A:", a:�a "'I � CONSPICUOUS PLACE, AT EACH ENTRANCE TO OFF-STREET PARKING FACILITIES, OR IMMEDIATELY ��l��;��\�j��' - �� PAINTED BLUE ' ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE. BACKGROUND THE SIGN SHALL BE NOT LESS THAN 17 INCHES BY 22 T=375204 INCHES IN SIZE WITH LETTERING NOT LESS THAN 1 INCH PAINTED WHITE- HITE - I IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES LJ NOTES LOGO LOGO -� ,.E.' 1 THE FOLLOWING: ✓d�'J r �;r, SEE DETAIL "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED 7. PROVIDE SYMBOL ALL HANDICAPPED - DISABLED PARKING SPACES NOT DISPLAYING PARKING STALLS INDICATED ON SITE PLAN. 1p Ip DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED 2. PROVIDE SIGN AT ALL HANDICAPPED PARKING -- FOR PHYSICALLY DISABLED PERSONS MAY BE TOWED Approved By: ::�4 Date: 9etr•z vd STALL INDICATED ON SITE PLAN. 3,_0„ AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE 6" 1'." RECLAIMED AT OR ---- OR BY TELEPHONING ." Approved By: Date: Approved By: Date: NTSNrs Sign Installation Detail ADA Symbol 5 NTS ADA Parking Stall Sign 6 Approved By: Date: ARCHITECTS ab 3 M= m THA � I CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. A^ PERMIT RESUBMITTAL L PERMIT RESUBMITTAL A3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PAVING, SIGNING, STRIPING AND CHANNELIZATION DETAILS SHEET NUMBER C-510 I I a 33 }3 i � CC C 0 it n Z e Q 1 _z i { wr_ p� a i A C11 I m I M I n I I ay� z �z 0 it n 1 }0 Gam0 9 coC I� 1 _z i { wr_ p� a < C11 I IN I 42 MAX 24 MIN _nN= �. €ANE. ..... CJRB_LANt ti 4L`^"Y'T* ..ENTER CENTER IN INT '... 1,12 A, B., ,.ANE LANE I-T/2J1P j 1/a''EX9Ni MATERIAL 1J4'R A7 JOINTS STD 90' BRACKET OR 380''`x' ADJUSTABLE BRACKET IF 11/2'X4' EXPANSION MATERIAL A REQUIRED. I t "' 14`R AtJONTS CEM. CONG cURe. AND COME PIPE CAP A I X24" I =.-8 (TYP.)–STRIPE SCORE LINES 10 BE RADIAL A r „ W 4I 8 ('TYP }-OPEN TO CURB AND GUTTER. A 2., GALVANIZED - t ) S1 RL �,. STEEL PIPE 8-Yi' 3' MIN L^f,EARnNDE 1 rGI;G'.1"jE-k. 1`tiNE. FTP. .ANE �••(`5'?�_ ae �, FROM FACE Or %� GUTTER 611AE 'WE 1/2"X<" EXPANSION MATERIAL CURB. ?' ( I IV MIN CLEARANCE (r'�E I � 1/4"R AT JOINTS SCORE LINES BE NO CUR11_B E.�t --TRE —TIRE. I TIRE "—TIRE CLASS '0' TF2ml�5-' TRACKS. TRACKS -)TRACKS. _ _ "W -WIDTH OF SIDEWALK CEMENT 1-1/2' CONCRETE ;r T�RCAL 4—LANE ROADWAY CONFIGURATION 3 :OTL: FOR ROADWAYS WITH MORE OR LESS LANES', THE SAME 11CNCURATION APPLIES. 5/e<h K C�'P Tc THkRM09seA5HC/,PAINTED BARS CENTERED ON THE LANE LINES AND 1–T/2' MINUS i4 H kNTER OF TRAVELLED PORTION OF THE LANE TO MhNIMIEE THE WE ON CRUSHEROCK D i L HER{OPLAS"IC/PAINT. 1/2"X5' EXPANSION t/4"/F7. SLOPE MATERIAL: CURB RETURN ONLY i/YR 1/4`/FC SLOPE /2'R 1/2-R ( -PAVEMENT ASPER PLANS 4" 1 PAVEMENT AS PER PLANS STANDARD CEM. CONIC. PARNWAYJ LSTANDARD CEM. CONIC. CURB AND GROUND MOUNTED STREET NAME SIGNS CURB AND CUTTER SUTTER ♦�'!~ `� M. PLAN 7 SECTION A–A SECTION S–B O Clary or RRD ON te t • PLACID WORKS THERMOPLASTIC/PAINTED Rolm DEPARTMENT CROSSWALK I �1 STANDARD PLANS 1&f DATE 04/04 SEE SHEET 25.1. FOR ROADWAY DEVELOPMENT iTgNOPR65 ATE REVIS I BY PPR- DWG. NAME: (3013 SP PAGE G013 GNFRAI NOTES! ANR. DVYMY : N.TS D1NL BE AAQ° N01'10 "'XYD i5' A/C NON LESS IWM IV C/C. THE, sN l .I BE LESS TNAV DAIS' W YNN XNESS M9 R(ML D' EXTENDED V B0.DWE _TIE DNTER CN. 1/2' 1"M5 J SNUL BE P D AT HL COLD XAHS AS DDEMD BY EN49lp{ AND SMPll EXIEBD I' BELGA CMCAFiC. NTS VMEPE THE 4°E'- 6 TO BE IkACEB Ac4 l T C C°PB 4N° O.10 THE RINDSN. 9E A Clip Ground Mounted Street Name Signs NTS ANT.T/RPARB04GAND.UUVDALµ AilB. BH.YLTID AT Yin)NBM PC.'STOPT: SATL, CWffi PENRNS: 1/YX4' TRETE x SAS SHALL HE COBV AT TU EYNIRM. ATNTS K NANEL. g Thermoplastic/Painted Crosswalk NENXT°��°°° T°NE�°�n °813/ N^ �^ CNIRYNYENi, INC cCNCRETE-SHALL NAE A BBooI nNSH PTR AL Wccs eAww A 2 1/2" TOOLED FINISH, LANE LINE SYSORMWAE E CPACDDN THATL SD -n tNOwnm PROCTOR}. TYPICAL SIDEWALK ADOPTED G CIN or Riori MARKING CI 7,_B" • ��T• i STANDARD VEHICLE WHEEL PATH SPANDARD PLANS=DAt8D4/04 DATE REJISION BY PRD DWG. NAME: F007 SP PAGE: FOU7 t 3 45 3 `N., MIN. IV1(N,.. NTS — — Typical Sidewalk 4 1' V ACP. CLASS - MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING. TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT,, OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W LOR CENTER OF LANE LINE MIN. CRUSHED ROCK,FLOWABLE FILL OR AS RECUIRED BY ENGINEER -MINIMUM ACP CLASS 'E' ID 'B' SHALL or T=375205 PRINCIPAL/MINGR/COLLECTOR ARTERIAL STREETS .& INDUSTRIAL ACCESS STREETS - 5° ACP CLASS 'E' or V.RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER: NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL. PATCH. AND OVERLAY Approved By: Date: ZU DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT 4, ADOPTED Tin or '• NMNDos Approved By: Date: ° ]SC DME4U2/OS. °D "° Approved B DATE REVKION By pR' DWG. NAMEH032 SP PAGE;Hd32 pp y: Date: NTS 2" Grind and Overlay 3 Not Used 5 Approved By: Date: ARCHITECTS THA CONSULTANT COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE - SUITE 900 SEATTLE. WA 98104 P: 2061343-0460 F: 2061343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION STAMP REVISION NO. D PERMIT RESUBMITTAL Z PERMIT RESUBMITTAL A3 PERMIT RESUBMITTAL Renton Highlands Library Renton WA DATE 5/19/14 7/11/14 9/9/14 ISSUANCE BID DOCUMENTS PROJECT NUMBER C131436-01 DATE SEPTEMBER 9, 2014 SCALE As Shown DRAWING TITLE PAVING, SIGNING, STRIPING AND CHANNELIZATION DETAILS SHEET NUMBER C-511 � 0 D g c � 3 c 3 GZ'1 � z e ti j m a z ao zm Qo 0 D g c E p}�g GZ'1 9 S 2 e ti j C a z ao zm z z z O n z� Z O 41, a o_c � -z e ti j r WJ N