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Home My WebLink AboutR-373917V N T C) T 1'llf,=IR+1'`w2 .A tv RYPWA1, INF.,N(11 6 'YF 13'RA` JON SVsS{ E. r " kjrf ce Wafer T)esa„ n'11:1513"ua! Appendix C745 GRAVEL—FILLED TRENCH — "LIMITED INFILTRATION" z z i row V) drain PLAIN 'VIEW PARKING its, y NTS rg"d ov 6 11exiole w z o pe gated pipe IERPE1114 01CULAR ck:: STANDARD PLAN F-40-15-02 SHEET 'I OF 1 S# ET 4"x4" Tinf -Astir: n tl-eal h TOP OF CONC. :z surnp wisc%id lid POST C -D SIDEWALK Q A C I I PLAN VIEW To roof+ rat ITS Q yver - 4:'low :. gid or flex ble pI,yk lr F ..... p rf rat d pip r " kjrf ce Wafer T)esa„ n'11:1513"ua! Appendix C745 GRAVEL—FILLED TRENCH — "LIMITED INFILTRATION" z z NO V) 9 i PARKING its, y y 4 {{ w z o o IERPE1114 01CULAR ck:: ck STANDARD PLAN F-40-15-02 SHEET 'I OF 1 S# ET 4"x4" J TOP OF CONC. :z i POST C -D SIDEWALK Q A C I I To m Q zo a POST BEHIND SIDEWALK 45LF., GRAVEL FILLED TRENCH / 2" WASHED ROCK TRENCH LIMITED INFILTRATION" PER DETAIL ALONG DOWNSLOPE SIDE TYPICAL HOUSE BMP PLANLEFT, TYPICAL. OF DRIVEWAY CRAWL SPACE ELEVATION TO BE ABOVE OVERFLOW ELEVATION OF TRENCH IMPERVIOUS MITIGATION: (A) SHEET FLOW DRIVEWAY OVER 25' MINIMUM VEGETATION, B 600 SQUARE FEET OF ROOF AREA INTO 45' OF GRAVEL FILLED TRENCH(ES); AND C CONVEY BALANCE OF ROOF AREA THROUGH A PERFORATED PIPE CONNECTION TO STORM SYSTEM NO PARKING” SIGN INSTALLATION OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ECOMMEN D FOR APPROVAL By Date: 71tbttq By:... E Date: By: Date: By: Date: L. v°°°°°°e° 00 0 0 O° o ° e n 11 O • a ze 0 p 27460 ° 0,0" Q e 0e 0rTD` eS°° 0 SS O11 NAL °°' 07/07/2014 NO. C '. 11 " :RI ( )RA i'}.17 TEXT OF INSTRUOTI NS You- , l rvt ,er ty r, ntains cstory nwater rvanagement flaw control 8MM i' best management piacicex c^a.ted a perforated pipe conneclicnn." whi,:,;Jh was installed to reduce the stormwater runoff impacts of sole o,, all of the irr:pPeri .,,Ous Surface on youtproperly A perfoaced pipe v or nett€OI` is a lenot°t of drainage conveyance pt,pe with holes t'1 the tottocm designed to "leak runott, conveyed ley `he pipe. into a gravel fllletd trench where li can be soaked into The surrounding sail. The connection is intended to provide op ortunilly fol infiltration of any runoff that is being conveyed fr°orn an :rMperVIIOUs surface. (us,.rar y a root) to a local d" ainage systern suc= i as a ditch of i Cadvway pipe system. The size and composition of the peg {ora#ed pipe conriectro n asdepicted by the flow control BMP site plan and' design details must e maintained a`d may rt be Changed Vt-c .t w.r" ter,. approval either rorn the Kit=-o my Water and Lind Resources Divislor. ortttToo gh a futu re. devel op,,ne n`t perm, It from Kin COL"Pty The Noir overtop f the perf=r ated portion oo- the systern rn jst not be dor npacte'd o Overlxd with impetvio uIw matenals, FIt;t R'f'e (7..2.1 LA l gERFM.AI`El) P1 PE ('0;.4;'11fet7101 FOR A S.kN(.;l,aF FAW:f .P €, kA6F TRENCH -SECTION NTS slope PLAN VlEl; OF 1111frf-F, NTS to road drainage sys €ern 2'X10' level trendh wi perf pipe V11)121 a C-81 6" PERFORATED PIPE CONNECTION NOTES A CURIO RAMP WIDTH 4" - 9' MIN LANDING TO MATCH A. G? CURB RAMP WIDTH - SEE CONTRACT PIANS CURB RAMP WIDTH 4'- (r MIN. 1. Provide a separate Curb Ramp for each marked or urwn erked crosswalk. I LANDING TO MATCH CURB RAMP Curb Ramp to #B shall be placed within y associatedtheaSted I vtnrrTrr - SEECONTRACT IFNs GRADEAral4 sR Al I raDr o crosswsaW or as shown in the Contract Ptans. LL LANDING I GRADE BREAK Z VVhere "GRADE BREAK is called c ut:, the entire lengiti of the grademSEFCONTRACTPLANSwCURSRAMP —. YGRADEBREAK , briank the two a t surto plan shall be ousel, 4' J h rN. CEMENT CONCRETE TE ,DEVOLK b _.,_ ------------ SEFSEE CONTRACT PLANS . r + SEE NOTE 5 c MIN. F ' i PROSMOOTH rA 3 Io not piece Gr°atlrw, Junction Boxes, A Caters, or appur - TRANSITION TO`j. nances in front of the Curia Ramp or on any part of the Curia Ramp orCEMENTCONCRUE SIDEWALK - SEE NOTES ti t`; 1' SIDEMALK SEE CONTRACT PLANS SEE CONTRACT PLANS - Landing - MIN, ti A IDTH (i`'"`'".j 4' - ` IVlIr . 1 P,9rN. , 4I,.- 4` _ (Y MIN. 2. 'I .. 2 MAX. 4. Sw the Contract Drys for the curb design specify, See S'rd Pura FLARE (TYP)xr aNsrory , ., _ P-10.12 fear Curia, Curb and Gutter, Depressed Curb and Gutter, and t3rNT (TYP) SEE _._- .-- .. ._.... '..-., 13€1wrER VNDTN -- MATCH TO I p._, CURB FfAP DEPTH (TYP) P6deSrian Guru teiac. F-3A1t39` EXPANSION GUr3 cAMP STANDARD PIAN J0NT (TYP.) - SES . 1 6 See S ndard Plain F-3&10 for Cent Concrete Sidewalk details, STANDARD MAN rb-3I:10[ GRADE f ; BREAK TRANSITION ro SIDEWALK ALK euFr rMr. €= See Cot act Plans for widthand placement of skkwalk. GRAD BREAK y € I PRESENT, OR TO BACK OF CURB (TYP.) UE BgM SEE ooraTw4cT PLANS Cu rte inclIiem Its 0% MAX10,0% ,. the Curb, r a and C lop Curb a Alter, ay., rw CURB. OR CURB _._ <,_ - CEMENT ETE Pedestrian Carta' or Sls r+allk AND GLITTER 1 _ _... RRCURB, ORCURB - m _> _ PE TRIAN Curse - 7. The Curie maximum running Slope shall not refire the ramp lengthSEENOTE4 < . ;, ,, Ai r1 Gi17'1'EI , ,. I ..._ SEE NOTE d x I 7 c Anl.Iv Ialra sura;4C - ser Nc T°r - _ exceed 15-t its a I tiaslryg the slope irrtiielfinit>el+ when cx rtryedlrug SEE STANDARD PLAN F.1D O r I ETECTIwBLE RI SifRfACE to steep grades. ~ applying they 't&fit maximum ierygth, the ninrtuyg FACE OF CURBi I ACE Or colas : ` SEE STAlrMRD PWM F-".40slope of the Curb Ramp shall as flat as Isaable. DEPRESSED CUR13 AND GUTTER- DEPRESSED CURB AND G(MER $. Guth Ramp, Landing, and Plans shall rewi broom finish, See TO curse tom.} CROSSWALKss' rCROSSWALKMEA84 Rn:0 a I.c:r.. ` SEE NOTE 4 CROSSWALK ftoda€rd ftatons 844. PLAN VIEW TYPE PERPSNOICULAR A OETECTABLE WARNING iURFACE - SEE STANDARD PIAN F45,10 4... MIN 15 _ 0 MAX SLOPE TREATMENT - SFE CONTRACT PLANS SEE NOTE 7 SEE STANDARD PLAN F-30.40 i GRADE BREAK 2.0 MAX n S.s MAX. LANDING CUPS RAMP ca IT :it SECTION LEG"D V _ SLOPE IN EITHER DIRECTION PLAN VIEW TYPE PERPENl3 ULAR R SH0AN WIT" BUFFER), CBAENT CONCRETE f DETECTABLE WARNING SURFACE PEDESTRIAN CURB SEE STANDARD+iirPLANF -Ad SEE NOTE 4 GRADE. BREAK COUNTER SLOPE 2 5.0% MAX. 3" R. TYP , - y DEPRESSED CURB AND GI.J'r'} R w. SEE MOTE 4 f' TOP OF ROADWAY DEPRESSED CURB AND MUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAS` UTAIT SURVEYED: GEODIMENSIONS, INC. DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION BY DATE AP P R APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDMKMY CEMENT CONCRETE CURB ?(r ANI] WTTER 4 SEE NOTE 4 ts NO Cts RADWS DETAIL U 9 i PARKING its, y y 4 {{ MY nME IERPE1114 01CULAR 24" STANDARD PLAN F-40-15-02 SHEET 'I OF 1 S# ET APPROVED FOR PUBLICATION J MIN. asccBakofth !N 6120113 j C -D CD Q CLR. m Q zo o U 0 0 4„x4„ POST Mv0 TOP OF GROUND 1 o OR TOP OF CONC. Of SIDEWALK P V DEPENDING ON SIZE OF I SIGN AND NUMBER OF N SIGNS ON POST (TYP.) POST WITHIN LANDSCAPE STRIP NOTE: LEGIBILITY DISTANCE SHOULD BE AT LEAST 40 FEET PER INCH OF LETTER HEIGHT. NO PARKING” SIGN INSTALLATION OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425-260-3412 CONTACT: DARRELL OFFE, P.E. ECOMMEN D FOR APPROVAL By Date: 71tbttq By:... E Date: By: Date: By: Date: L. v°°°°°°e° 00 0 0 O° o ° e n 11 O • a ze 0 p 27460 ° 0,0" Q e 0e 0rTD` eS°° 0 SS O11 NAL °°' 07/07/2014 NO. C '. 11 " :RI ( )RA i'}.17 TEXT OF INSTRUOTI NS You- , l rvt ,er ty r, ntains cstory nwater rvanagement flaw control 8MM i' best management piacicex c^a.ted a perforated pipe conneclicnn." whi,:,;Jh was installed to reduce the stormwater runoff impacts of sole o,, all of the irr:pPeri .,,Ous Surface on youtproperly A perfoaced pipe v or nett€OI` is a lenot°t of drainage conveyance pt,pe with holes t'1 the tottocm designed to "leak runott, conveyed ley `he pipe. into a gravel fllletd trench where li can be soaked into The surrounding sail. The connection is intended to provide op ortunilly fol infiltration of any runoff that is being conveyed fr°orn an :rMperVIIOUs surface. (us,.rar y a root) to a local d" ainage systern suc= i as a ditch of i Cadvway pipe system. The size and composition of the peg {ora#ed pipe conriectro n asdepicted by the flow control BMP site plan and' design details must e maintained a`d may rt be Changed Vt-c .t w.r" ter,. approval either rorn the Kit=-o my Water and Lind Resources Divislor. ortttToo gh a futu re. devel op,,ne n`t perm, It from Kin COL"Pty The Noir overtop f the perf=r ated portion oo- the systern rn jst not be dor npacte'd o Overlxd with impetvio uIw matenals, FIt;t R'f'e (7..2.1 LA l gERFM.AI`El) P1 PE ('0;.4;'11fet7101 FOR A S.kN(.;l,aF FAW:f .P €, kA6F TRENCH -SECTION NTS slope PLAN VlEl; OF 1111frf-F, NTS to road drainage sys €ern 2'X10' level trendh wi perf pipe V11)121 a C-81 6" PERFORATED PIPE CONNECTION NOTES A CURIO RAMP WIDTH 4" - 9' MIN LANDING TO MATCH A. G? CURB RAMP WIDTH - SEE CONTRACT PIANS CURB RAMP WIDTH 4'- (r MIN. 1. Provide a separate Curb Ramp for each marked or urwn erked crosswalk. I LANDING TO MATCH CURB RAMP Curb Ramp to #B shall be placed within y associatedtheaSted I vtnrrTrr - SEECONTRACT IFNs GRADEAral4 sR Al I raDr o crosswsaW or as shown in the Contract Ptans. LL LANDING I GRADE BREAK Z VVhere "GRADE BREAK is called c ut:, the entire lengiti of the grademSEFCONTRACTPLANSwCURSRAMP —. YGRADEBREAK , briank the two a t surto plan shall be ousel, 4' J h rN. CEMENT CONCRETETE ,DEVOLK b _.,_ ------------ SEFSEE CONTRACT PLANS . r + SEE NOTE 5 c MIN. F ' i PROSMOOTH rA 3 Io not piece Gr°atlrw, Junction Boxes, A Caters, or appur - TRANSITION TO`j. nances in front of the Curia Ramp or on any part of the Curia Ramp orCEMENTCONCRUE SIDEWALK - SEE NOTES ti t`; 1' SIDEMALK SEE CONTRACT PLANS SEE CONTRACT PLANS - Landing - MIN, ti A IDTH (i`'"`'".j 4' - ` IVlIr . 1 P,9rN. , 4I,.- 4` _ (Y MIN. 2. 'I .. 2 MAX. 4. Sw the Contract Drys for the curb design specify, See S'rd Pura FLARE (TYP)xr aNsrory , ., _ P-10.12 fear Curia, Curb and Gutter, Depressed Curb and Gutter, and t3rNT (TYP) SEE _._- .-- .. ._.... '..-., 13€1wrER VNDTN -- MATCH TO I p._, CURB FfAP DEPTH (TYP) P6deSrian Guru teiac. F-3A1t39` EXPANSION GUr3 cAMP STANDARD PIAN J0NT (TYP.) - SES . 1 6 See S ndard Plain F-3&10 for Cent Concrete Sidewalk details, STANDARD MAN rb-3I:10[ GRADE f ; BREAK TRANSITION ro SIDEWALKALK euFr rMr. €= See Cot act Plans for widthand placement of skkwalk. GRAD BREAK y € I PRESENT, OR TO BACK OF CURB (TYP.) UE BgM SEE ooraTw4cT PLANS Cu rte inclIiem Its 0% MAX10,0% ,. the Curb, r a and C lop Curb a Alter, ay., rw CURB. OR CURB _._ <,_ - CEMENT ETE Pedestrian Carta' or Sls r+allk AND GLITTER 1 _ _... RRCURB, ORCURB - m _> _ PE TRIAN Curse - 7. The Curie maximum running Slope shall not refire the ramp lengthSEENOTE4 < . ;, ,, Ai r1 Gi17'1'EI , ,. I ..._ SEE NOTE d x I 7 c Anl.Iv Ialra sura;4C - ser Nc T°r - _ exceed 15-t its a I tiaslryg the slope irrtiielfinit>el+ when cx rtryedlrug SEE STANDARD PLAN F.1D O r I ETECTIwBLE RI SifRfACE to steep grades. ~ applying they 't&fit maximum ierygth, the ninrtuyg FACE OF CURBi I ACE Or colas : ` SEE STAlrMRD PWM F-".40slope of the Curb Ramp shall as flat as Isaable. DEPRESSED CUR13 AND GUTTER- DEPRESSED CURB AND G(MER $. Guth Ramp, Landing, and Plans shall rewi broom finish, See TO curse tom.} CROSSWALKss' rCROSSWALKMEA84 Rn:0 a I.c:r.. ` SEE NOTE 4 CROSSWALK ftoda€rd ftatons 844. PLAN VIEW TYPE PERPSNOICULAR A OETECTABLE WARNING iURFACE - SEE STANDARD PIAN F45,10 4... MIN 15 _ 0 MAX SLOPE TREATMENT - SFE CONTRACT PLANS SEE NOTE 7 SEE STANDARD PLAN F-30.40 i GRADE BREAK 2.0 MAX n S.s MAX. LANDING CUPS RAMP ca IT :it SECTION LEG"D V _ SLOPE IN EITHER DIRECTION PLAN VIEW TYPE PERPENl3 ULAR R SH0AN WIT" BUFFER), CBAENT CONCRETE f DETECTABLE WARNING SURFACE PEDESTRIAN CURB SEE STANDARD+iirPLANF -Ad SEE NOTE 4 GRADE. BREAK COUNTER SLOPE 2 5.0% MAX. 3" R. TYP , - y DEPRESSED CURB AND GI.J'r'} R w. SEE MOTE 4 f' TOP OF ROADWAY DEPRESSED CURB AND MUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAS` UTAIT SURVEYED: GEODIMENSIONS, INC. DESIGNED: D.L. OFFE, P.E. DRAWN: D.L. OFFE, P.E. CHECKED: REVISION BY DATE AP P R APPROVED: SCALE ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDMKMY CEMENT CONCRETE CURB ?(r ANI] WTTER 4 SEE NOTE 4 ts 1 j Cts RADWS DETAIL U 9 i its, y y 4 {{ IERPE1114 01CULAR CURB RAMP STANDARD PLAN F-40-15-02 SHEET 'I OF 1 S# ET APPROVED FOR PUBLICATION asccBakofth !N 6120113 j ISOMETRIC VIE'Iflt U,Al* tftWWwk-, TYPE PIERPENE*CULAR S PAY L.lWT wftwwvl— skov c '.+1, 1 °d T— HORIZONTAL- NAD 1983/1991 DATUM ak.jrco INC 1 UINN RAS/S CAT FAII Cc CEMENT CONCRETE PEDESTRIAN CUR8 3/8" EXPANSION JOINT DETECTABLE WARNING SEE STD. PLAN F-3) PATTERN (SEE DETAIL) A (: c Y Yl rya ylr .bra su A( T tSll auP T 44 Ir1 Y IPL6' - tl ° X BUFFER DISTANCE FROM P.G. RAMP LANDING STRIP SIDEWALK RAMP TYPE 4g PLAN VIEW SEE STD. PLAN H -5c) ISOMETRIC VIEW SIDEWALK RAM TYPE 4B Sheet t of 9 ADOPTED CITr OF TaL+1'1"b1Q f t STODARII PLOS LSP DATE: 04/44 OWG. NAME: F013 SP PAGE: FO 13 R- 313911 42" MAX 24" MIN f' CEMENT `. 1-1/2' CONCRETE CLASS `B' 3' 5/8th 1-1 /2' MINUS CRUSHED ROCK w 8" FOR ALL ARTERIALS 2' MIN tEARANCE FROM FACE OF CURB. 10' MIN CLEARANCE IF NO CURB GROUND MOUNTED STREET NAME SIGNS O RENTON 7 SHORT PLAT 02/10/2014 as ,.z CITY RRIM3OOK: hilOJAYMARC HOMES, LLC PAM: STORM DETAILS AND NOTES ORAVAW NO: Planning/Building/Public Works Dept. NE 2nd COURT / NILE AVENUE NE SHM. 7 OF' 15 DETA I LS