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HomeMy WebLinkAboutR-37580700 LO O O T H a J 0 I Cn Z W O J W 2 (n I 10' 2% 2% 23.5' R/W 15.0' R/W LIJ I WALL DESIGN z BY OTHERS W U 13.5' _ I _ 10' _ ; _ 10' 5' SIDEWALK 8 LANDSCAPE STRIP 0.50' VERT. CURB & GUTTER 30' ACCESS & PUBLIC UTILITY EASEMENT zl w W o z Q JIO I J 0 V) ILLJo ry Lel L.iJ I w'> 0 0 I U a- 15.0 15.0 1 I 10 10' S I 1 2% _ j 2% \-0.50' VERT. CURB & GUTTER 4"MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 9--2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED FY FIELD CONDITIONS SHARED DRIVEWAY 2% 2% 2' W z w 'o Of H o (n �4" MIN. CLASS "B" ASPHALTIC CONCRETE PAVEMENT- 2-2" LIFTS REQUIRED 6"MIN. CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD CONDITIONS BY GEOTECHNICAL ENGINEER. NE 13th STREET N.T.S. LLJ z Li 26.50' SHELDEN SHORT Q PLAT PROPERTY Y � U_ j l W af LW 8.50 1 ' W YI _2% EX. VERT. CURB & GUTTER 5' SIDEWALK KENNEWICK AVE. NE N.T.S. OR WALL A CURB RAMIE 11 D'IH 4'- 0" MIN, LANDING TO MATCH NOTES - CURB RAMP MOTH - SEE CONTRACT PLANS CURLS RAMP WIDTH 4'- 0.. MIN LANDING TO MATCH CUht3 RAMP 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. Z I ICurb Ramp k+cAarun, mall be placed within the width of the assmiated i�I©TN -• SIkF CONTRACT' PIANS I r' crosswalk or as ihown in the Contract Plans, LANDING GRADE BREAK LANDING GRADE BREAK 2. Where "GRADE BREAK' is Called out, the entire length of the grade GRADE BREAK, � •.� SEE CONTRACT PLANS �• CURB RAMP . , � I A' Or" MIN, CEMENT CONCRETE SIDEWALK- �. u... __4`'..' I -� _ break between il"P two adjacent surface planes shall be flush. SEE CONTRACT PANS I SEE NOTE 5 3, 4' - 0 PRC)'IPICIE SMOOTH MIN "" Do no{ t place 0anngs, Junction Boxes, Acs Covers, or oOw appur%- a •. / ,�' E/` �. -.r CEMENT CONCRETE TRANSITION To -' nances in front of the Curb Ramp or on any part of the Curb Ramp or LK SIDEWALK SEE NOTE 5 � { f � WIDTSIDEWSEE CONTRACTPLANS �''� � / SEE CONTRACT PLANS - Landing. I % 4�- a' MIN. \ I MIN _ -- 4'- 0" MIN. _ MAX. n 2.I MAX. 4. See the Contract Pians for the curb design specified. See Standard Plan FLARE (TYP.) 3t8 EXPANSION _ .:.. ""- F-10.1 2 for Curb Curb and Gutter Depressed Curb and Gutter, end JOINT (TYP.) -SEE - - - ' BUFFER WIDTH w MATCH TO r 3e' EXPANSION 1 CURE RAMMP STANDARD PLAN F-30.10 _ CURB RAMP DEPTH (TYP) Pedestrian CLIrk) details. f .JOINT (TYP.) w SEL E t �° � I � � t `;, See Standard Plan F-30.10 for Gement Concrete Sidewalk details. STANDARD PLAN F-30,10 � I �: GRADE,y , k BREAK TRANSITION To SIDEWALK BUFFER, IF See Contract P ins for width and placement of sidewalk, GRADE BREAK - �` PRESENT. OR TO BACK OF CURB (iYP:j -- !, SEE CONTRACT PLANS t;; t 6. The Bid Item "Cement Concrete Curb Ramp Type _`° does not include h t0 ocl MA)( .� � � C�� M� '�— � �•. �� S - '' Curb, Curb and Gutter, Depressed Curb and Gutter, x,.:Nns �;A - i ,= A Pedestrian Curb, or Sidewalk. adjacent u > CURB. OR CURB ! `----�.� ._.-._ ....�_ � �.. ,•,�,;� .,,,, AND GUTTER -- CURB, OR CURB-'`" - _ - .. CEMENT CONCRETE :.. SEE NOTE 4 I., -<, AND GUTTER �- —'� - :- - , '� - - PEDESTR[A#� cuRe ! The Curb Ramp maximum running slope shall not require the ramp ie�g� SEE NOTE 4 to exceed 1 S -feet to avoid chasing the slope indefinitely when 00nnectinc f' I DETECTABLE WARNING SURFACE - SEE NOTE 4 � p I SEE STANDARD PLAN F-48.10 DETECTABLE MRNING SURFACE - t0 steep grades. When applying the 15 -foot mRximum length, the running FACE OF CURB FACE OF CURB '' SEE STANDARD PLAN F-16.10 slope of the Curb Ramp shall as fiat as feasible, MEASURED PARALLEL ._... DEPRESSED CURB AND GUTTER � � � - DEPRESSF^ ^URB AND GUTTER 8• Curb Ramp, Landing, and Flares shall receive broom finish. See TO CURB (TYP,) CROSSWALK SEE NOTE 4 CROSSWALK Standard SpeoIScatons 8-14. LEGEND ....r ------ Mae,,.. SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DE I LC I'ABLL WARNING SURFACE (SHOWN WITH BUFFER) CEMENT CONCRETE J DE TECTABL3 "ARMING SURFACE SEL STANDARD PLAN F-48.10 PEDESTRIAN CURB -- �' �, ` ;, SEE STANDARD PLAN F-4&10 _ ...� SEE NOTE 4 4'- 0" MIN.5 O" MAX. '� GRADE BREAK SFE CONTRACT PLANS ~� SEE NOTE 7 � •� SLOPE TREATMENT - I Jj,i' COUNTER SLOPE ^ •'♦' ♦••' SEE STANDARD PLAN F-30.10 TRADE BREAI( .° ; 5.09 MAX 3" R TYP '/ * ' I _DEPRESSED CURB AND GI.TrER 2.G% MAX ` 1' .! SEE NOTE 4 8.3`Yo MAX. TOP OF ROADWAY 1 °6 ACEMENT CO CRETE CURB 4.`�T�1�,� r AND GUTTER SEE NOTE 4 Q 4 6 LANDING CURB RAMP <4 e" II at DEPRE SECTION (A SSED CURB AND GLITTER .. �, SEE STANDARD PLAN F-10,92 CURB RADIUS DETAIL —' � (U p 3A363 O � CEMENT CONCRETE CURB RAMP "TYPE �0 b 1 '�' +1!, .�. � , � MIT- BEE NOTE 6 , FCS 5 C� ISOMETRIC VIEW TYPE PERPENDICULAR 4 PAY LIMIT OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. dsjONAL� Lr e u PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION _Pasco Bakodch /it 6120113 ISOMETRIC VIEW ,�,, STAI E DWIQN ENGINEER DA TE TYPE PERPENDICULAR B PAY LIMIT way► SW* au«,r..,t z,o.,�p� L YY� 00000 goo t' 00 go 0 `P l°y° o ° o .�, o. Z° ° ° o 0 ° ° 'OO 27460 0 0 0• ° °°° c/STER� FSS��NAL°°�-� 04/21/2015 NO. 4L°' AX 24" t/,% 2-1/2" /A\ , L 7' _� W 2 .n 40' 113PACK7 I Oq 560' .............................. r�i.J sJ ��� AH.,(. ,'A' ,rC I".� IF j REOJIRED,' 4 a PIPE CAP a i CEMENT -, L I. ASS W VINUS CRJSrt NOCK j 8' i f i 2' MIN n FARANCE FROM, AGJL L4 Cu R B. 1G' IAINC_fA.RANCE F he CLRe. i ago GROUND MOUNTED S'I'IZEI',T NAME SIGNS ADOPTED ~ � CITY CIF RKNTON �. �? 3TAKDARII P'u�Li9 IM' llAU: 04/04 NAVE: G01,5 P-ko,L: ;01,5 Q� U_ :2 Li SURVEYlM: SCAM' - - SITE SURVEY&MAPPING SCALE DESIGNED: D.L. Ot -E, P.E. DRAWN: D.L. OFFE, P.E. ONE INCH CHECKED: AT FULL SCALE !F NOT ONE INCH REVISION I BY DATE 1APPR APPROVED,- SCALE ACO0R01NaY 9 o ad C1+ x c� �X A z °4 W0 ha a � O0 gfw., 00 QQ F m� A F- .0 •0 w j l 0ry Z� O 73 VUJ z� _J . fb ;r tl.l Qtijv T_ U o u- _J LUQ tsz9�i Z V0Ur.A _ NAVD 1988 HMZOWAL_ NIID IM/HMI DATUM L •'1 o = -C W X N U NZT r O a ... C> k.) a- to < C> r+ _Wz t nx-cc cc a toZ.Ww C) W baa u C) "i"J��C r o4C>C; W h^ Z 2 I_o��. a d a . �cc U 2C t!)C)_J--A LA - i V�wcac r -w CA: CAC V1 s tea u�.twto c�•a r� � ��UJ _ W-1 � t sae � L�j UJ In Ix o ca W Ce !�o 1-� WSW • tr c, s •>. X I.- r_ T . � � .� C'S car !•-• a..i ♦... ►- i �, : M't of CT : W M C7 tai GD COLLECTOR =IPE WV, MEN I ;4 F1 %"S. Mvsn CwRFi S;XWAt.K i... it.O W Lt4r, JT; iITY ;-A$EME"I .'; Ai1N WILT _ yp PRIVATE STOM. 3PR GLiAN0J7'> v-VU0Iia', 4fl 2N�� 41, Nr,, AND AT IM F VIAX SPACING 00 i, } ROOF t3rWA i T>w)CONNF('T INKT0 Ir• CO, WS iZf' TYPE I NOTES ?:PE PAA'FRIA: S At AWED DVC, L(,✓t TRIW F WALL PO YFTHYi ;-•P4l- DI IF NECESSARY ?: R STRENGIH) 1 T' -1E ROOFFETING CftA<N SYSTEMRN S ARE �ATF{"•• 3 i LOW PA I TLRN SH0U_U e3L 10 T 4 Ni 0, AUL,. ALLOWS (Al ICJ I HE NLAI L3t)'&Nt;I �-(L:.AM CLS. 4 R00I RA;N COLL-EC I O S a%:S' 8' ,•ZL ;. I -OR ! APACI I Y. sit << -tet : YEAR PEAK CITY 0E ML RENTON Planning/Building/Public Works Dept. R-315801 'T'YPICA.L. ROOF DRAIN STD. PLAN — 225.00 COLLECTION STORM SYSTEM CIVIL Il'+'LANS► }= SHELDEN SHORT PLAT SCOTT DONOG I I HOMES, INC. ROAD / STORM DETAILS & NOTES 1318 KENNEWICK AVENUE NE x c� M O0 • F 3 o o = -C W X N U NZT r O a ... C> k.) a- to < C> r+ _Wz t nx-cc cc a toZ.Ww C) W baa u C) "i"J��C r o4C>C; W h^ Z 2 I_o��. a d a . �cc U 2C t!)C)_J--A LA - i V�wcac r -w CA: CAC V1 s tea u�.twto c�•a r� � ��UJ _ W-1 � t sae � L�j UJ In Ix o ca W Ce !�o 1-� WSW • tr c, s •>. X I.- r_ T . � � .� C'S car !•-• a..i ♦... ►- i �, : M't of CT : W M C7 tai GD COLLECTOR =IPE WV, MEN I ;4 F1 %"S. Mvsn CwRFi S;XWAt.K i... it.O W Lt4r, JT; iITY ;-A$EME"I .'; Ai1N WILT _ yp PRIVATE STOM. 3PR GLiAN0J7'> v-VU0Iia', 4fl 2N�� 41, Nr,, AND AT IM F VIAX SPACING 00 i, } ROOF t3rWA i T>w)CONNF('T INKT0 Ir• CO, WS iZf' TYPE I NOTES ?:PE PAA'FRIA: S At AWED DVC, L(,✓t TRIW F WALL PO YFTHYi ;-•P4l- DI IF NECESSARY ?: R STRENGIH) 1 T' -1E ROOFFETING CftA<N SYSTEMRN S ARE �ATF{"•• 3 i LOW PA I TLRN SH0U_U e3L 10 T 4 Ni 0, AUL,. ALLOWS (Al ICJ I HE NLAI L3t)'&Nt;I �-(L:.AM CLS. 4 R00I RA;N COLL-EC I O S a%:S' 8' ,•ZL ;. I -OR ! APACI I Y. sit << -tet : YEAR PEAK CITY 0E ML RENTON Planning/Building/Public Works Dept. R-315801 'T'YPICA.L. ROOF DRAIN STD. PLAN — 225.00 COLLECTION STORM SYSTEM CIVIL Il'+'LANS► }= SHELDEN SHORT PLAT SCOTT DONOG I I HOMES, INC. ROAD / STORM DETAILS & NOTES 1318 KENNEWICK AVENUE NE >, 5r-) >, M as ria m 03/09/2015 nEl 38": PAGE: DRAWING NO: SHEET• OF: -T_ M J j l 0ry I CL a Lv o, CU Lv Q _IJ _P +> +� d d d d A A �i A 0 LLI � I >, 5r-) >, M as ria m 03/09/2015 nEl 38": PAGE: DRAWING NO: SHEET• OF: -T_