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HomeMy WebLinkAboutR-383507X X X X X X X Q O O N Ln 0 J oCURB RAMP WIDTH 4'- 0" MIN. LANDING MATCH ( A YY CURB RAMP WIDTH -SEE CONTRACT PLANS NOTES NS Y =NCI wDTH r . O• MCN. 1. Provide s sapsi a Curb Ramp for each marked or unmarked emss"AL w i I WIDTH CONTRACTCH CTT PLANS Cub Ramp location shag be placed within the width of the associs u LANDIGRADE BREAK LANDING 1 crosswak or as shown M the Contract Plans. NG SEE CONTRACT PLANS - CURB RAMP GRADE BREAK 2. Where 'GRADE BREAK" Is called out the entire length GRADE BREAK CEMENT CONCRETE SIDEWALK - I break between the two ad)aoent surface plates S be flush. grade I 4' - G. MIN. SEE CONTRACT PLANS - 1 r - 0" MIN. I PROVIDE SMOOTH SEE NOTE 5 3. Do net CEMENT CONCRETE TRANSITION TO Plebe Gratings, th Curb Ron po r o Access Covers, lx b Ra p o rle- SIDEWALK - SEE NOTE 5 , SIDEWALK SEE CONTRACT PLANS - I Z - AEE CONTRACT PLANS - La�ngb hOnt of the Curb Ramp or an srry part of the Curb Ramp or WIDTH (TYP.) 4'. .MIN. I I ! - 0' MBJ. z.osJ MAX z. MAK 4PASION. See the Contract Plans for the curb design specified. See Standard Plan FLARE (TVP.) JOINT"(EXP AN SEE ,, BUFFER WIDTH - MATCH TO F•10.12 for Curb, Curb and Gutter, Depressed Cub and Gutter, and 3/8" EXPANSION , CURB RAMP STANDARD PUN F-30.10 , +>• CUM RAMP DOTH (TYP.) Pedestrian Cub defogs. JOINT- SEE (TYP.) STANDARD PLAN F-30.10 I GRADE v,, I 5. See Standard Plan F-30.10 for henget CaKaele Sidewagc details. GRADE BREAK BREAK TRANSITION TO SIDEWALK BUFFER. IF Sea Contract Plane; for width and placement of sldawalk• PRESENT, OR TO BACK OF CURB (TYP.) - ..•..••-£:BBi:r -.Y _ SEE CONTRACT PUNS 10.0% ......... ..;_ --.. +• B. The Bid tam 'Cement Concrete Curb R T does not Include MAUC F::• :FI: toohMAX. -- v ..... qhs YPe_ CEMENT CONCRETE the ad)eoarht Curb, Cub and Goiter, Depressed Curb and Gutter, CURB. OR CURB _-` Pedsatrin Curb, or SidewagL AND GUTTER - _ �.-- CURD. OR CURB PEDESTRIAN CURB - T The Curb ng slope shag not require to ramp length SEE NOTE 4 -"- AND GUTTER - SEE �� 4 Ramp madmlun nashl DETECTABLE WARNING SURFACE - SEE NOTE 4 D , to exceed 15 -Feet to avoid Chasing the slope indernilely when connecting SEE STANDARD PUN F45.10 DETECTABLE VIDUMNG SURFACE - to shop grades. VOW applyMhg the 15 -root rtISIX11 BUM length, the running FACE OF CURB I FACE OF CURB -� SEE STANDARD PLAN F49." slope of the Curb Ramp shag as got as feeble. MEASURED PARALLEL DEPRESSED CURB AND GUTTER - E DEPRESSED CURS AND GLITTER S. Curb Ramp, Landing, and Flares shag receive broom finish. Sea TO CURB (TYP.) CROSSWALK SEE NOTE 4 C ROSSIAAUK Standard Specifications 4.14. L LEGEND SLOPE BJ EITHER DIRECTION PLAN VIEW PLAN ViEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOV114 WITH BUFFER) CEMENT CONCRETE DETECTABLE VIAyattaNG SURFACE - SEE S7ANDARO PUN F-46.10 PEDESTRIAN CURB - SEE STANDARD RAN F45.10 4'- Cr MIN. 15' - 0' MAX. GRADE BREAK SEE NOTE 4 SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 GRADE BREAK !T0% MAX. 2.OYe MAX. � 3• R TVP. DRESSED CURB ANO Gl1TTCN1 - A.3% SEE NOTE 4 �TOP OF ROADWAY / CEMENT CONCRETE CURB Q ATRIC� j I LANDING J CURB RAMP - . T } AND GUTTER - SEE NOTE 4 w� C DEPRESSED CIM AND GUI TER - g -SEE STANDARD RAN F-19.12 CURB RADNJS DETAIL m C ! I SECTION O OAa CEMENT CONCRETE CURB RAMP *TYPE 03,353 0 db 1��! i PERPENDICULAR S' PAY LIMIT -SEE NOTE a �f!VI6T:�� GN211, e/ONAL 6!t PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Paseo Bakof9eh N &2213 ISOMETRIC VIEW WOMETIW VIEW - TYPE PER A PAY LIMIT -.0 -TYRE PERPENOICUUIR B PAY LIMIT �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE �2 Q . D Sheet 5 OF 6 _ A A I � B C \ i DETECTABLE WARNING NOTES 1. The Detectable 4Vaming Surface (DWS) shall extend the full width of the curb rem exclusive of flares or the lending. P ( ) Rl Q r CURB RAMP, LANDING, CUT- ,^- SURFACE (DWS) - } THROUGH OR WALKWAY SEE NOTE 9 _ 1 E �-- Q © -T_/ \ MN. MAX. �> 0 F- / 1 - A 1.60" 2.40 7 1 A I B ___ _.., B 0.85 - BACK OF CURB -SEE NOTE 2 y= 7-0. MIN -• C C145" Owl TVP. OF ALL TRUNCATED DOME 1'��-. ! APPLICATIONS ITpryg i - D 0.9" 1.40' f �_ -__ - - --- -- 2. The Detectable Warning Surface snap be placed at the back of t�rb, and need not follow the radius. 3. The rows of truncated domes shall be aligned to be perpendicular to the grade break at the back of curb. 4. The rows of truncated domes shall be aligned to be parapet to the direction of travel. 5. K curb and g~ are not present, such as a shared -use path connection, O IQ 10' DWG. NAME: SECTION E 0.2" 0.2" -- the Detectable Wangling Surface shall be placed at the pavement edge. Q SEE STANDARD SPECIFICATIONS FOR S. See Standard Plans for sidewalk and curb ramp details. W N N _IRFF COLOR OF SURFACE CURB AND GUTTER --- MATCH T WIDTH F R RAM 7. if a curb ram M required, the location of the Detectable Mining Surface P �q g TRUNCATED DOME SPACING LANDING, CUT -THROUGH OR Y TRUNCATED DOME DETAILS must be at the bottom of the ram and Within the required distance from 3 Lr\ w ui SEE NOTE 3 o 9 M O m LANDING OFFSET CURE RAMP -� SEE NOTE 8 WALKWAY DETECTABLE WARNING SURFACE DETAIL - the red.P S. When the grade break between the curb ramp and the landing Is lees than or equal to 5 R. from the back of curb at ISO points, place the Detectable Weming Suftce on the bottom of the curb ramp. r WIDTH OF LANDING WALKWAY \ ?, : - WALKWAY �. WALKWAY --; WALKWAY VNpTH OF CUT -THROUGH WIDTH OF CUT -THROUGH -U DETECTABLE WARNING ),• -)' '� r(T�'P.) J '-�'1 (TVP.) U) j 1 SURFACE (DWS) - SEE NOTE 4 -CURB RAMP �( ; J BACK OF CURB �' i / 17 - D"MIN 1 F( ARF FLARE '� "" (2 - 0- / SINGLE DIRECTION CURB RAMP ;; _ ( 4L m (GRADE BREAK BETWEEN CURB ANDWIN./ LANDING s 5 FT. FROM BACK OF CURB) \\ \ ' (SEE NOTE 8) I \ DETECTABLE WARNING i / oLANDING BACK OF CURB - ` SURFACE (DWS) I DETECTABLICE E BACK OF CURB - I DIRECTION OF SEE NOTE 2 SEE NOTE 3 1 SEE NOTE 2 w •' \ SEE NOTE 3 TRAVEL _ WIDTH OF CURB RAMP CURB RAMP_i : 1 'L BACK OF CURB - -- O SEE NOTE 2 2'- o MIN. WIDTH OF PERPENDICULAR CURB RAMP WALKWAY` (:•' i WALKWAY (SEE NOTE 6) ISLAND CUT -THROUGH -- MOTH OF CURB RAMP, \� b LANDING. OR WALKWAY DETECTABLE WARNING J�7 RI �• g �' % • DETECTABLE WARNING. SURFACE (1YP,) -f ( �.I SEE NOTE 3 SURFACE (DWS) -SEE NOTE 3.-.� -- 7 �MEDIAN CUT•THROUGH ( \ BACK OF CURB - �� �' ' �- BACK OF CURB ^� SEE NOTE 2 �.Zj 1 /!f SEE NOTE 2 ;� �• � a SINGLE DIRECTION CURB RAMP DETECTABLE wARwr4G'J (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - -'' ! bol { i J) , I' w1orH of saARED-I USE PATH OR o� Azov 0363 �O a� 3 LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 4 & 7 A J STET (SEE NOTE B) , IV �I •' i Iu WALKWAY(TYP� rS�ohAf T1G�`� CURB RAMP - CURB RAMP ' k; WALKWAY -, �, LANDING , +� WALKWAY % / / MOTH OF CUT -THROUGH -� - SHARED USE Will � i -1" (rYP.) PATH OR `I _ WALKWAY DETECTABLE WARNING 1 ^! 1 L ROUNDABOUT SPLITTER I i . - ISLAND PAVESURFACE aEDGE -r SHOULDER STANDARD PLAN P-45.10-01 -•� RAIL o •, SHEET 1 OF 1 SHEET _�- DETECTABLE WARNING - DETECTABLE WARNING : APPROVED FOR PUBLICATION BACK OF CURB _ SURFACE (DNtS) -SEE NOTE 3 .....••.... `- PATHSURFACE SE NOTES 4 & 5 Pasco Bakodch 111 04121/'12 SEE NOTE 2 WIDTH OF w w; y LANDING PARALLEL CURB RAMP (SEE NOTE s) 5TAW "SON IMPRINT 0ATL PEDESTRIAN RAILROAD CROSSINGSHARED-USE PATH CONNECTION WOO114 em" SM& o.a-hahSMof TI.asriaeerh PLACEMENT GUIDELINESeo r �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE �2 Q . D Sheet 5 OF 6 (SEE NOTE B) ADOPTED . Rl Q STANDARD PLANS o O IQ 10' DWG. NAME: U) C Q �z fAILBOX CONCRETE PAD Di STA. 21+28.79, 12.00' RT (NE 16TH ST.) Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) =TAIL SCA LE.• 1 "=5' VV HOLDINGS LLC iZ CLIFF � 110 M 2 SE 1/4 SECTION J. TOWNSHIP 23 N., RANGE 5 E .9 We M. +� 3 MA ER TINS RANCH 'cn = D X Y 3/0" EXPANSION JOINT (TYP.) (SEE STD. PLAN F-3) 3' 0" 13' 1'• CEMENT VARIES •- 14' CONCRETE MIN. (SEE CONTRACT) 4' 0- 10' 9" SIDEWALK 5 0 7 B' , I ��. } P I BUFFER STRIP SEE NOTE 1 2' 6- 2 6" CEMENT CONCRE-E (TYP.) E -- CURB & GJTTER V BID ITEM (SEE NOTE 3) DRIVEWAY ENTRANCE SIDE SLOPE (TTP.) PLAN VIEW CEMENT ON -R DRLVEWAYSCALE ENTRANCE TYPE 3 NOT TO DRIVEWAY 5'-0" 6'-0" DEPRESSED (BY OTHERS) 1/2" R (TYP.) �1 CURB & GIITIER 2% '<o /y (SEE NOTE 3) 3/8" EXPANSION •JOINT (TYP.) (SEE STD. PLAN F-3) SECTION O VARIES - VARIES VARIES - 14' MIN. 2'6" to 0 2'6" to 0 (SEE CONTRACT) DRIVEWAY ENTRANCE SIDE SLOPE (TYP.) VARIES 6" to 0 BUFFER STRIP SECTION O CEMENT CONCRETE DRIVEWAY ENTRANCE 5' 611tJ. _ VARIES (SEE NOTE 7) i TYPES 1, 2, 3, & 4 (SEE NOTE e) Sheet 5 OF 6 (SEE NOTE B) ADOPTED BY: CITY OF RENTON � STANDARD PLANS o LST DATE: 04/04 DWG. NAME: F004-4 SP PAGE: F004.4 RENT NCRETE EwALK iO] 4'..,',i,RV V I IV:Y JVIIY, SEE NOTE 1 - B CEMEtITCONCRETE 6 GUTTER RAI,IPVVJO /2HlV (iYSLOPE(TYP.) (SEE NOTE 31 3 8' CONTRACTION JOWT P (SEE STD. PLAN 1721 PLAN VIEW V4RIES ! (5Efi TJOTE lei) 1 MAX SEE NhiL 8 {TYP) IV IT I • r s• f,nn 6• MIN 6• MIN DEPRESSED ,,URRA GUTTFR CEMENT CONCRETE \ SIDEWALK 3,E' EXPANSION JOINT (TYP.1 (SEE NOTE 31 \ SECTION O iSEE STD. PLAtt 1021 ,�-....�..\ 1,R(TYP.I ,,. 51DEVJALK W1DT}+ 2- ` IO, DIFFERENCE IN SLOPE r,1AX -DRIVEWAY WI PbSITNE SLOPE (SLOPE SHOV44 EXAG)EnATED) ORIVEWAY oRlvswnr wr RELAnve SErI 3 NEGATIVE SLOPE (SLOPE - SHOWNEXAGGERATEOI 1 l , CEMENT CONCRETE. stoewAuk TYPE R113 -- ISOMETRIC VIEW (RESIDENTIAL; WiTH BUFFER) CEMENT CONCRETE CURB 6 GUTTER (SEE NOTE 3) 1 5" 1-1/27- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 1 2" GALVANIZED STEEL PIPE For NOTES STD, PLAN 104.2 � STD. PLAN �- 10'x.3 + ; PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ppR VED; , 1. DEPARTMENT ENTRANCE - TYPE RIB Mi / 21 Ni ATE 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN O 425.827.3063 F 425.827.2423 REVISION Gregg Zimmerman, Public- Works Adminl5trator 1 CEMENT 1--1/2' CONCRETE CLASS 'B' 3' - 5/801 1-1/2' MINUS CRUSHED ROCK 42" MAX 24" MIN B" 8'-6' 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF iJO CURB. , GROUND MOUNTED STREET NAME SIGNS ADOPTED w CiTY OF RENTON �i�••{�1�7 $ STANDARD PLANS LST DATE: 04/04 DWG. NAME: GO 13 SP PAGE: G013 t.,... _ __ .._ Vit,1TL RE -F a., fin; -t eg.Y' a i-.iir.:ti i<.rtf:rt ):.�EIMENT C0z'41RETE ' PEDESTRIAN (,-URB I ..,....... ..r.:a.s"i-1.sw... i 1 :.E%1EN € T "ICRETIy S TRAFFIC CURB AND GUTTER T... ..# i; 1-F£ ..: s I�HAI z (:' T,ti t T t I A :t _ �.. T 1«Ft i; 4, - I I. DF.FIR r "mil" D (5, JR B Sof TIctf l °. .t,. ' HLLs L r>9'.'I # 5..°fi't EWAYa :,Ur J ... _...... _.... ... i t.)� s t y{I,l.:: -•', >1ti1 I:'<>. ,Asa,+t+' n .€- ,^1 ° f•, �*;�.:. ,."« :r.' 1.)FPRES EC) t"L7RS ESyIt'' I�# FACE ,.r , .. 11 I I I at' IT r.El``.11ENT >I��O14C"'RETE i TRAFFIC CURS S DFPRES ED CURB DFTAIL r ,' ::a,. 1 �? ! E ifjf,.I ;-,-f ! T.;1 F•. ,•:1 ls;i,:.?, e .5 f .,.., Ir 'l. ;;1 - �;:^' ,. xb t .>t T >L' # f:.. ?e•.I >:€:� :�;.'�;3 STD I i4AN 1.01 .. ..... 4R .T CEMENT CONCRETE CURB r r vp yyqq ,. tt vA . x '9 d a3:1 ft9 5 15 5 , Ak CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) DEPRESSCEMENTCtJRB IIIGUTTER OUTHfC CONCR -, SIDEWALK ' ;i� (SEE DETAIL THIS SHEET) TYPE C213 ISOMETRIC VIEW (COMMERCIAL, WiTH BUFFER) NOTES 1, When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/8" joint filler along the driveway lane lines FACE OF CURB 1 (see std. plan 102). Construct expansion Joints parallel with the BEE SEE DEPREBSED CURB DETAIL �J I tl 1J2` ~ all THIS SHEET centerline as required at 15 maximum spacing when driveway CONTRACTION Jolt -•. widths exceed 30' sTO PLAN 102 ` s 1rx' 1 +• -' -b,� I` 112' R TOP OF 2, See std. plan 102 for sidewalk details. _T _ �, ROADWAY 3, Curb and gutter shown, other curb designs may be specified. a C See std, plan 101 for curb details. ' , a 10' 4, Not used. 5, The engineer will design all driveways to Include elevations at all NOTE DWVE VAYLONGITUDINALEXPANSION points marked with t3ymbo! "X". AIi elevations are at the back of DEPRE8SE01 MQN�Lfil I� CURB fl GUTTER DETAIL curt top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding isometric vierw. 8. Slopes shall comply with sections 8303,2.1 or 8303,2,2 orL FACE OF ADJACENT CURB R3032ra .3 of the Revised Dft GutdeUnes for Accessible Public Rights-af Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on '" ! --� a case-by-case basis. 1 '. . c D ' - -1�--�31lTTER SURFACE -imp- 10. STREET STANDARDS = Renton Municipal Code (RMC) G Tttle IV Development Regulations \ • • , CHAPTER 6 STREET AND UTILITY STANDARDS `� Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLE=YS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulatlons Driveway Example: TYPE C1B 1 CHAPTER 4 R=Reeldental, C=Commerslal - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-080 PARKING, LOADING AND DRIVEWAY(►�� Lane Cornmerdal) REGULATIONS BQBuffer(WeMing Strip), Buffer Bu A + PUBLIC WORDS CEMENTCONCRETE DRIVEWAY I'SROV �� - 104.8 DEPARTMENT ENTRANCES - NOTES AND DETAILS � ATE YLP 07a 13a 15 SURVEYED: S DESIGNED: Ass DRAWN: MAJ W CHECKED: kw BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 oATM O O O O 0 0 0 0 O O O 0 0 0 EXPANSION EXPANSION JOINT JOINT a d Q• ANCHOR BOL T 4 PA TTERN PER a 6» N. D. C. B. U. 4 , PEDESTAL TEMPLA TE ° a 1>_6" owl EXPANSION FRONT JOINT NOTES: 1. INSTALLATION OF N.D. C.B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 211 -7" MIN. CLEAR WID TH NOUN T ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION NEIGHBORHOOD DELIVERY &COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION (13 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :0 CITY OE RENTON Planning/Building/Public Works Dept. cD- _3> � s� IN COMPLIANCE WITH CITY OF RENTON 5' 611tJ. _ VARIES (SEE NOTE 7) i (SEE NOTE e) Date. -7 -.4" 6 (SEE NOTE B) 10 LF OF PAVED BY: Date: BY: DRIVEWAY REQUIRED I o 3-8' EXPANSION JOINT (TYP.I (SEE SID. PLAN 1?2) CE CC SI C Z SCE Nut(': 5 z W N N _IRFF a E! 3 Lr\ w ui r LL � m w w; y r RENT NCRETE EwALK iO] 4'..,',i,RV V I IV:Y JVIIY, SEE NOTE 1 - B CEMEtITCONCRETE 6 GUTTER RAI,IPVVJO /2HlV (iYSLOPE(TYP.) (SEE NOTE 31 3 8' CONTRACTION JOWT P (SEE STD. PLAN 1721 PLAN VIEW V4RIES ! (5Efi TJOTE lei) 1 MAX SEE NhiL 8 {TYP) IV IT I • r s• f,nn 6• MIN 6• MIN DEPRESSED ,,URRA GUTTFR CEMENT CONCRETE \ SIDEWALK 3,E' EXPANSION JOINT (TYP.1 (SEE NOTE 31 \ SECTION O iSEE STD. PLAtt 1021 ,�-....�..\ 1,R(TYP.I ,,. 51DEVJALK W1DT}+ 2- ` IO, DIFFERENCE IN SLOPE r,1AX -DRIVEWAY WI PbSITNE SLOPE (SLOPE SHOV44 EXAG)EnATED) ORIVEWAY oRlvswnr wr RELAnve SErI 3 NEGATIVE SLOPE (SLOPE - SHOWNEXAGGERATEOI 1 l , CEMENT CONCRETE. stoewAuk TYPE R113 -- ISOMETRIC VIEW (RESIDENTIAL; WiTH BUFFER) CEMENT CONCRETE CURB 6 GUTTER (SEE NOTE 3) 1 5" 1-1/27- STD 90' BRACKET OR 360' ADJUSTABLE BRACKET IF REQUIRED. IPIPE CAP 1 2" GALVANIZED STEEL PIPE For NOTES STD, PLAN 104.2 � STD. PLAN �- 10'x.3 + ; PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ppR VED; , 1. DEPARTMENT ENTRANCE - TYPE RIB Mi / 21 Ni ATE 1 D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7TH AVENUE, KIRKLAND, WA 98033 FN O 425.827.3063 F 425.827.2423 REVISION Gregg Zimmerman, Public- Works Adminl5trator 1 CEMENT 1--1/2' CONCRETE CLASS 'B' 3' - 5/801 1-1/2' MINUS CRUSHED ROCK 42" MAX 24" MIN B" 8'-6' 2' MIN CLEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF iJO CURB. , GROUND MOUNTED STREET NAME SIGNS ADOPTED w CiTY OF RENTON �i�••{�1�7 $ STANDARD PLANS LST DATE: 04/04 DWG. NAME: GO 13 SP PAGE: G013 t.,... _ __ .._ Vit,1TL RE -F a., fin; -t eg.Y' a i-.iir.:ti i<.rtf:rt ):.�EIMENT C0z'41RETE ' PEDESTRIAN (,-URB I ..,....... ..r.:a.s"i-1.sw... i 1 :.E%1EN € T "ICRETIy S TRAFFIC CURB AND GUTTER T... ..# i; 1-F£ ..: s I�HAI z (:' T,ti t T t I A :t _ �.. T 1«Ft i; 4, - I I. DF.FIR r "mil" D (5, JR B Sof TIctf l °. .t,. ' HLLs L r>9'.'I # 5..°fi't EWAYa :,Ur J ... _...... _.... ... i t.)� s t y{I,l.:: -•', >1ti1 I:'<>. ,Asa,+t+' n .€- ,^1 ° f•, �*;�.:. ,."« :r.' 1.)FPRES EC) t"L7RS ESyIt'' I�# FACE ,.r , .. 11 I I I at' IT r.El``.11ENT >I��O14C"'RETE i TRAFFIC CURS S DFPRES ED CURB DFTAIL r ,' ::a,. 1 �? ! E ifjf,.I ;-,-f ! T.;1 F•. ,•:1 ls;i,:.?, e .5 f .,.., Ir 'l. ;;1 - �;:^' ,. xb t .>t T >L' # f:.. ?e•.I >:€:� :�;.'�;3 STD I i4AN 1.01 .. ..... 4R .T CEMENT CONCRETE CURB r r vp yyqq ,. tt vA . x '9 d a3:1 ft9 5 15 5 , Ak CEMENT CONCRETE CURB A GUTTER (SEE NOTE 3) DEPRESSCEMENTCtJRB IIIGUTTER OUTHfC CONCR -, SIDEWALK ' ;i� (SEE DETAIL THIS SHEET) TYPE C213 ISOMETRIC VIEW (COMMERCIAL, WiTH BUFFER) NOTES 1, When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/8" joint filler along the driveway lane lines FACE OF CURB 1 (see std. plan 102). Construct expansion Joints parallel with the BEE SEE DEPREBSED CURB DETAIL �J I tl 1J2` ~ all THIS SHEET centerline as required at 15 maximum spacing when driveway CONTRACTION Jolt -•. widths exceed 30' sTO PLAN 102 ` s 1rx' 1 +• -' -b,� I` 112' R TOP OF 2, See std. plan 102 for sidewalk details. _T _ �, ROADWAY 3, Curb and gutter shown, other curb designs may be specified. a C See std, plan 101 for curb details. ' , a 10' 4, Not used. 5, The engineer will design all driveways to Include elevations at all NOTE DWVE VAYLONGITUDINALEXPANSION points marked with t3ymbo! "X". AIi elevations are at the back of DEPRE8SE01 MQN�Lfil I� CURB fl GUTTER DETAIL curt top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding isometric vierw. 8. Slopes shall comply with sections 8303,2.1 or 8303,2,2 orL FACE OF ADJACENT CURB R3032ra .3 of the Revised Dft GutdeUnes for Accessible Public Rights-af Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may be approved on '" ! --� a case-by-case basis. 1 '. . c D ' - -1�--�31lTTER SURFACE -imp- 10. STREET STANDARDS = Renton Municipal Code (RMC) G Tttle IV Development Regulations \ • • , CHAPTER 6 STREET AND UTILITY STANDARDS `� Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLE=YS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulatlons Driveway Example: TYPE C1B 1 CHAPTER 4 R=Reeldental, C=Commerslal - CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-080 PARKING, LOADING AND DRIVEWAY(►�� Lane Cornmerdal) REGULATIONS BQBuffer(WeMing Strip), Buffer Bu A + PUBLIC WORDS CEMENTCONCRETE DRIVEWAY I'SROV �� - 104.8 DEPARTMENT ENTRANCES - NOTES AND DETAILS � ATE YLP 07a 13a 15 SURVEYED: S DESIGNED: Ass DRAWN: MAJ W CHECKED: kw BY DATE AP P R APPROVED: SCALE: AS NOTED ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 oATM O O O O 0 0 0 0 O O O 0 0 0 EXPANSION EXPANSION JOINT JOINT a d Q• ANCHOR BOL T 4 PA TTERN PER a 6» N. D. C. B. U. 4 , PEDESTAL TEMPLA TE ° a 1>_6" owl EXPANSION FRONT JOINT NOTES: 1. INSTALLATION OF N.D. C.B. U. (INCLUDING CONSTRUCTION OF BASE) WILL BE DONE BY U.S. POSTAL SERVICE 211 -7" MIN. CLEAR WID TH NOUN T ON PEDESTAL PROVIDED WITH N. D. C. B. U. UNI T EXPANSION NEIGHBORHOOD DELIVERY &COLLECTION BOX UNIT (N.D.C.B.U.) TYPE IV MAILBOX INSTALLATION (13 BOX UNIT) CITY OF RENTON STANDARD DETAIL H026 NTS DRAWINGS NOT APPROVED FOR CONSTRUCTION UNLESS STAMPED OR SIGNED APPROVED BY THE REVIEWING AGENCY :0 CITY OE RENTON Planning/Building/Public Works Dept. cD- _3> � s� IN COMPLIANCE WITH CITY OF RENTON STANDARDS j BY: ....._. Date. -7 -.4" 6 BY: Date: BY: Date: BY: Date: MAERTINS RANCH ROAD DETAILS PERMITS: U15-001308, 615-00019E DRS PROJECT N0. 14103 Al - 01.20.2015 FIELDBOOK: PAGE: C7 7 OF: 20 cn A CD C7 00 ' M P mp I op CD 0 O O � o C CD � n C 73 1 cn A CD C7 mp I op ,mac C 73 1 z