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HomeMy WebLinkAboutR-395710i• LO Q LO n J J W Z J 2 FRAME ANR VANED PRATE CLEAN 13UWWE AND BOTTOM ARFJa. PAWV DE IINFORMCCNTAC7. THE SURFACE AREA frW THE eASs SE4110N MLIST BE GROWED TGTHE BOT om AREA or ME AoAt fUE91 SECTION. BASH 8ECT1D11 r $!:E N3'1 E 4 NOTES I. THE COVER OR GRATING OF ACATCH BASIN SHALL NOT- BE GROIITED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT. G UTTEfi, DTTCH, OR BiDEWALK IN WHigN IT IS ro QC.PLACED HAS BEEN ESTAI3Q0IJE0, AND LlNlTTL PERMISSM TNERE.AFTER IS GrWN 9Y TI1E ENGINI_ER TO GROUT WPLAEC IN ACCORDTANrr WITH APWA STANDARD SPECiFK'.ATION 7-Dfi,3, 2, SHIMS SHALL NOT HE USED TO SET FRAME TO GRAM. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS I -AVER r,7d: iAORTAR DFiAL1. <3E PLACED DC'TWECN AO,1Lk;T1AENT RINGS AND BRICKS r'RIDR TO PLACEMENT. 'L 'I HE USE OF aRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING B()IVD OSi Y� 6UNI3- h. At)JUS'FAIr:N f SECTION $HAtI_ Br GRGUTEO WATER I1G)4I To THE IAYROM AREA OF THE ADJUSTMENT SECTION WITH NON1;stIRINK GROUT 5, GROUT INO BEMEEN AMJSTMFN T SECTION SW LL BE WATER TIGHT- 7. GROUT IS Tra BF NONSHRINKTYPE GROUT Mk FTING ME REQUIRRAiEaffB (WAS'rlul 157 PER APWA STANDARD SD'EGfFICA'FK1N fy20.3 FOfi MAXIMUM PERCENT DRY SHFMKAGP. THE MIN rMUM COWRESSIV£ STRENOTH SHW.L BE 4AM PSI AT 7 DAY PER APWA STANDARD 5f VMi CATION 0,20.3 8. PICK r l IF TING i•Ir}LfX ARE TO fit GROUIT:D WATER TiGHT- PUBLIC WORKS CATCH BASIN RNS i AE.LATION STD. PLAN - 202.00 DEPARTWENT idARGH 20DD CATCH BASIN INSTALLATION NTS F_ N-rs 4gEHCUIiYai3: 114601 O1Ne _ ��'° 'i bQ' RM R.rttPi 1 LR t3h CBNOYFIILLI,[Wj1+NeitliT 4 EA1 - 'AEEa maim EOrW 3N-t9p FA .PW -a- K oz. -an04W JOkFrRMIA ¢EFC9M AAEp WITH RAfSEa EDGE ta+aruTa•Iccu�d/He�9lrsaE,1- Ms< •i1Ni PFG7dClua :\ MISKMO GRRX I-pe 1WM 10Wr ALI" 7WOFC✓'NMET91AMFNM ADJACENT TO CUM s.a r-a. "� q�ocrlTiGs:'3 illUr ta' lee A nrP.l CUB$ Mori i'moceD M No ITal Awl sr esx asOil L M JoanF sRxaasLn R YrtAAOR$ARxeR FfRar CidR ADJ ACEW TO CM eAtoTeER-st:5 MAW" far�'shLs4aPE5r OpIfrFMWr1M,AFia Ia NMti (1R 9A>w:fnl ata-2r I R.OW4 FLU1.a SH I 1_9A CiAdaletPL0.Lid6daial]ITEIA- I2' as a- VBATY.AE7rAii- 'lyApAidl.Oi:D ADAACENT TO CURB AND RAIJNG OR WALL sw �" ryeE COFirRACA ;8[R HtlT!'.'IW SIDEWALK AD.iACENT TO WALi'DETAIL ?1ehR rT1'tM CiRGNpraiiJ,uaectNalbrre+A- cT; TSs LEVEL Y7'iYh R: 1`085 RO GRADE I• am Nw" TOP oiCOIiGTm SURFACE FOR PN%nair-FLV9RF Pn+_l k AirJACENT TO DlJFFER STHp ��•� rlAarnAr�FpANs mrtx � �, 1:. if; PTPmartLEGPIDNR]rrPR KAMM EDGE DETAIL f� ✓d � - JWr:A1GRiCd3La tLLiBE mod! Fw NOTES see STD PLAN 1042 y _ Peved sLrfaco Iv=tcorn* Wth STD PLAN 102-1 as applicable. ........... -=�CIlFti.1.ANp atORwaLxrsai sroetAlt Dal II A. • FTtiIW4 rrLL9ft EAPANSKPI JOW COORACMN JOfi4T PUBLIC WORKS CEMENT CONCRETE 87'D. PLAN - 1Q8 DEPARTMENT SIIBEYi ALK PPRa 'EB: IbrA��i'�.�e tTf3 G,M IYnmemey.; POW WVrisAdrak w"w CEMENT CONCRETE SIDEWALK Know what's below. Call 48 hours before you dig. NTS . CATCH BASH FRAME AND VANES GRATE {DETAIL 2OAXM y� • , -•tuNOHOLB 10 ` RECTAMO" Ad] ST ENT SECTION -_ vrxcwcULAR AOMuaTAe;Nr BECHON -- uROUT•TYPiO►A l0.1E DOTES! FLAISLABIOP aN. %',4P, 7t',II eRM � r MGRTM {rrP.1 51rYa1pE - f.� IAa9ra .� ..•--,�� _�� � � 3� [aE[L [TYP•! _�� �aaiXIA7IJ0 7. all rSEPARATE BASE *FTEWL aAse CA0M.PLACE PRECAST W" RISER `YR16-4 T....: { CATCH ■ASIN 01111HIMBIGNS SEPARATE BA PRECAST CATCH NMI' RBMFtlkCNGSIEfi w5fy BASE KNOCKOUT DISTANCEBASE IRZI�IH EACH bIRE:STIDrf MAMMA TNIGtNM cloam 9ETWFO KNOCKOUTS SEPARATEBASE A4TEGAAL BASE 48' 4• B' 96' - -8• 0,29 e.t6 4.17 ,.i.... ..W .--.._ a..._.. 0.1i R1a .._ sB 81 tr ia• r Ball 42S 72• 0 s 1. 12- am d.bt g{'• ' lTt' 7r NOTES PIPS ALLOWAINCIgB--- CATCH BASIN otAAeETFIe �E W1TERK WITH MAXIMUM RASIDE DIAMETER I. No steps are requked when height is 4' or less. 2. The bollom of the preonst catch basin may be sloped 10 facilitate cleaning, ALL f4LTAi . V..._.^^- SOL10 pvc,b MOMS pVC� 'M• 2r •_.. .. 30� __ -.- .. I The reclangiAhr frame and grate must be installed with fhe gangs 4am. The frame may bo Cast Into the sJushment BOOM. Ba^ am 9S so• 2r W W W Col' IT it i. Knockouts shag have a wall thlcknees of 2" ralnimUm to 2,5' maxl mum.. Provide - rr 4r s4' 44 Bs 46 a 1.5' minmum gap between the knockout wall and the outside of the pipe. After ilia pipe to Instaged, nil the gap with joint mortar in accordance wish Standard Specification 9dM.3. W se W ESP W 4n• as' es• r2• s All grade drgs, risers, and castings shall be set in mortar in secnAlance with Standard Specification 9.04.3. Com�,ps [F�jJ Isar, arnc. !F1low. SPeu - po"hyy,� stem sewer Pis. Pd.sysn yayaop %a-lglp 9.4st2{xp la PUBLIC IYORKS CATCH BASIN TYPE 2 M. PLAN - 201100 ,..._ DEPARTMENT CATCH BASIN TYPE 2 �- FACE OF GO" fit ii2 � 5 iPlr �1' 1"ILJ , 1124 I f TOPCF rl .a i11 � •a L'....__ T_$' - i CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF AII7ACENTfs1Rd . S IM' � FLUSH VKrH GUTTER - PANATMEWALK RAMP ENTRANCE tog ~� � / , 1:24 TOPr ROADWAY f• 1l2°R. � OAhiaAAY DEPRESSED CUIRB SECTION AT SIDEWALK RAMPS NTS 6' CEMEM CDNCPETE 11rR. - I d. 1`R. �` SWWALK PAW LAN6NG VA%" (rFfW a a TO .w Pi ^• ° . - aWP 1__ T SAID 0 JOINTZA CEMENT CONCRETE PEDESTRIAN CURB AT SIOEWAL K RAMPS AND LANDIWS c- FACE OFA004*WC7140 r !iKWRVU" MRS UETAti, Tura 3HEET TOP OP I.J ..1" r r• 177° R..r ROADWAY DEPRESSED CURB SECTION AT RESIDENTIAL DRfirgWAYS ONLY. FOR COMMERCULL DRIVEWAYS SEE 570 PLAN 1'r,4-2 r' FACE OF CUM ,-'_FACE OF ADJAC© IT CUPS T" I iOPOF I " ROAD"y �. Cit3I SURFACE L rR.- ` I •. > I Bill'-� .�i"�A,; A fllrrr •^ a CEMENT CONCRETE ' . TRAFFIC CURB v�ra DEPRESSED CURB DETAIL" AT RESIDE NTIIM OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL lx3T'ES 1. Sri statdard plans 102 and 101.1 farslnb sxprrulon arldcoffhaula*Wapaektg Z Ncl Used. 3.. Fa Dap --eased AtaR1WIIMc O1+�Wrara+ufa A C,ubSrSssMlon, err 9ExWard Purr tp4.7 PUBidC WORKS STD. PLAN - 101 CEMENT C014CRETE CURBS W PR ED' DF.PARTMEti C11 J_ CEMENT CONCRETE CURBS NTS sue\ FRAME AM VANED a"TE 6l'• JjI}� 'y'�r�.s �• `` •'`•}jam , ' ���^ = J a, OR 12• 4• ONE 03 OAR HOOF FOR a HEIGTR TWO a98AM HOOPS PQR 12•HEKIHT RECTANGULAR ADJUSTMENT SECTION 04 _fir'•' i^�� r' .'••" ,'�• ,r<' •�''4 ?' TWO .� RVIDLIC1NO SECTION EACH CORNER 93 BAR EACH SIDE Ewen HAT PRECAST BASE SECTION • PUBLIC ►FORKS + }� DEPARTMENT PIPES ALLOWANCES 0090AT9R1AL a�rISMICM tHAasBTes PLAIFURCEAOH PLAPI CaCONCRETEHr..• ALL NETAL PIPE, �. 21• lar [$Ta.9PEC. 9aS2ei SOLI➢ PVC ISTW, SPED.PEE, aW5.IMn 21• PROFILE WALL PVC 21, [$TD, SPEC- 9-06.12Fq] • CORRUQA-MD POLrFTF{vLF3�lE - STORM SEWER PIPE NOTES 1- As aCMptFIbfe shernatives to the rsbar shown In the PRECAST BASE SECTION, fibers (placed according to dta Standard SpoolRcaltana} or wire mesh having a minimum area of 0,12 Square Inches par foot shall be used with the minimum required rebar Shown to Iho ALTERNATIVE PRECAST BASE SECTION- Wire mesh shalt not be placed in the knDokoute- 2. Tho knockout dianieler shall nol be greater than 26". Knockouts shall have a wall thickness of Z minimum 10 2.5" maximum. Provide a 1.5• minimum gap between the knockout wall and the outside ofthe pipe. Afterlhe pipe Is installed, OR the gap with jolnl mortar in accordance with Standard SpeclRcanOn 9.04A 3. Thu maWrnun depth from the nnlshed grade to the lowest pipe Invert shall be 5% 4, The flame and grale must be Installed with the tango chum, 6. The Precast Base Sectlon may have a rounded poor, and the waits may be sloped at a rate of 1:24 or sleeper. S- The opening Hhall be measured at the top of the precast base seallon_ 1. All pickup holes Shah be grouted full after the basin has been placed. 8. All grade rings amd Dealings shall hs set n Mortar in accordance with Standard Spec]gca8on 9-°4.3. iri BAR HOOP +0 BAR EACH CORNER - SEE NOTE I ALTERNATIVE PRECAST BASE SECTION CATCH BASIN TYPE 7L MAN 200'1a F MARCIi 2008 CATCH BASIN TYPE 1 L 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL A TO CURB AND GUTTER + 1/2•X4" EXPANSION MATERIAL 1/4"R AT JOINTS 'W`-WIDTH OF SIDEWALK NTS 1/2'X4" EXPANSION MATERIAL CEM- CONC. CURB AND GUTTER 1/4"R AT MNTS SCORE LINES 1/2"X5" EXPANSION t/4'/Ff. SLOPE MATERIAL CURB RETURN ONLY 1/2'R 1/4-/FT, SLOPE 1/2'R 4., 1/2"R PAVEMENT AS PER PLANS Ear 4" 1 PAVEMENT AS PER PLANS STANDAR❑ CEM. CON PARKWAY PARKWAY STANDARD UM. CURB AND CUTTER GONG- CURB AND GUTTER SECTION AAA SECTION B--B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS GENERAL NOTES: JOINTS GUMMY JOINTS STALL BE PLAUM NOT TO EXCEED IV C/C NCR LESS THIN W C/C. THEY SHALL NOT BE LESS THAN 3AV N THICKNESS AND SHALL BE EXTENDED 2• BELOW TIE GUTTER UNE 1/27 THRU JOINTS SHALL BE PLACED AT ALL CODA JUNTS AS DIRECTED BY ENGINEER AND SHALL E1r m I' BELOW CUNCFETE- WHERE THE SIDEWALK IS TO BE PLACE AGAMST THE CURB ANO GurfER, THE JOINT SHALL aE A COLD ,f01NT. 4/27f V' EXPANSION NATERIAL SHALL 6E PLACED FROM P.C.'S TO P.T: S AT ALL CURB RFNRHS 1/2•X4• EXPANSION MATERIAL SiIALL BE PLACED AT EMERY FOURTH SIDEWALK PANEL IHE CONCRETE NIX FOR SIDEWALKS SHALL CONFOR14 TO THE REQUIREMENTS OF CLASS B (31e) WITH AIM ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL Eew HARM A 2 1/2• TOOLED FINISH SFBORADE COMPACTION SHAH BE 90% {MODIF[D PROCia1R} TYPICAL SIDEWALK A➢OPTED CITY or F.ERTON STANDARD PLANS LST DATE: O4/44 DWG. NAME: FO07 SP PAGE: FUQ7 SIDEWALK NOTES & DETAILS NTS C s " 1 .. D U N C A N N �I zss47 11 Company, Inc. C F Sm S 145 SW 155th Street, Sttite 102 0 r' E Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SURVEYED: JM8 SCALE SEE PLANS VERTICAL- MAWlase HORIZONTAL: MAD 1983/1991 NAw 88 4 ADD QTL F007 8E 104.2 HMD 9/26/17 HMD DESIGNED! HMD '3 PER CITY COMMENTS LTK 9/8/17 HMD 2 PER RESUBMITTING SCREENING LTK 7/18/17 HMD DRAWN: HMD ONE INCH IFAT FULL NOT ONE NCH SCALE ACCORDINGLY PER CITY COMMENTS LTK 7/12/17 HMD cHECKEDHMD NO • REVISION BY DATE A P P R APPROVED HMD ..� y •;- � .,•'a•..-:� (SEE N!]Yc3� rFA m obi MoAm"C 5C IDS TALK = r` ., t7�EF aLN n t r _ TYPE C2B-7&Dhlfc"CRICVIEW -. a•' {COMMERCIAL, WITH BUFFER) NOTES t, V ban a ddivaWay tr"dth rxcaeds 16fsr consinida €U'f depth m(ps>'uiatt Jaintrrlth ".�' jRktt'�Rar eiorgTLha ddr I�r� iris �lrcawstasl {See aid, pin i112j Cvns�lot exlTsrHLtnnrs ie1 wrtll ate ;im �arslt rru nai'rtlr#ti9lTlk i'agU.41IM at 1S' rrFt'xmtnrn gRgi yg wNin ditwmy cn.�lncnml xaxx w}ettNa ¢QILGC¢'�.SLi. RP3H4R ICI 2 see W. pisn Iq2 for ckiewaIc deElfa. ..- . • --_ _ 3. Curb and puller Shawn, other Wuib destgrai may be apat;k'ted. , - . � •--� I ...~ Sao W. plan 101 for vutb doll s. 4. Not Lead. i I, _.... F-- V_r-�--� i S. 7ha t a giltearugk desrlgn at1lt91verrlaya to Iltu4aleelsraticnS atattl rtfrtae �71�IarnarnaxsTSAts dN points merkest VdIh "mw Yx,. All elevad*ns. are at the back of stilts Berult afire Curb top on U00 Ak DEPAE7�1il7riOlMfltWC arF�a6tf€T¢RP[TAa- S.. Not used. 7. For 069wA ay WAFai M aw DRIVEWAY STANDARDS spaced as Blhomm In via odrresportdlt Isairwile Idaw. be B, Sicim B17p1 Croy with VoI `dory f=;21 WRM1,12 or .� 1IAapid Nf OJM R3D32.3ofOWRevised LbaNt+uzAdolIMfar AnDaulbleMHz Rort-W■rditlmgw23.203 (PROKAG). 9• Gurb Case-by-cm t C-hlAiS t]rivgYLRymay to farad on �. 1 - . 1'A ,.= 11T'lRlBiiFpACi 10. BTRWSTAIVDARI,SnReisumaF k&);0C#s,de[tih1C) R•' 'IRSieiYi7et�ldpmentReBu?aGar95 ••' .• •�: CHAFM 6 TrRaF'r AND UTILITY 5TpB4i ARM ,' '_ °'• ` Seafon d-"= STREET STANDARDS f?FPRESSIe6 CUt�$ DE1'Ali. AT AESrcr. NnA40R COMaeEA0AL DfyVEWAt`S, AW ALLEYS DRIVEWAY STANDARDS - Rssuan Mu Wipe! Cads W,110 _..-------- ___�._.. Itch TV owwoopment Illy Weans Drllvaway Em1nt k TYPE CIS L CHAFFER 4 �eemedr, C- Wafa n" ... - ..._..- _ ; CTrY-WIDE PROPERTY DFVELOPMt",lJT STANOAR05 limo dtarw4- ........... ..._._._....,.._�__. Section 4-44M PARKING.l>OAZANG AM DRNMAY ouabm La A 4 REGUlATION5 B•BdeYr 9ltaya. { _ € • NiJPL:(: tF;}$i;5 CEMPIIi"IF' CONCRETE OfRI►fl!"c1RfAY • rF'P-*_eP FN"r ENTRANCES - NOTES AND DETAILS SIDEWALK N OTES NTS MGUM C.2.7.I.A SCHEMATIC REPRUS.ENTATION OF PERMEABLE PAVEMENT Permeable Paver Pavers Fre"Faining base Porous Asphalt or PervivuS Concrete Porous a$phelt or pervious concrete wearing course Free -draining base Slorege reservoir' Storage reservok' GeateAlia IN Specified -- y,.,, ..,,•- M1�,-t "` , ",':: l•, _-:_•�:•�':;; Geotextile (If so"Iliied . K::':�•. by engineer) r .: %. byangirleery �i=•_.•.�s� Nam. �. �•'`:'::�i�:`:��I:: Sand layer (if required) :. liF raquuedl Saw layer Suhgrade S•ulgvde PERMEABLE PAVEMENT CITY OF RENTON Planning/Building/Public Works Dept L0 N O 0 W r� NTS LO V / Li RECORD DRAWING 12 NO CHANGES R-39571 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS z DEVELOPMENT ENGINEERING O SURFACE WATER UTILITY � ,� 0 � rstraka 10/19/2017 rnair 10/24/2017 w 0 0 W DATE: V/ SUNSET'S EDGE TOWNHOMES 5/1/1 //1 STANDARD DETAILS PELDBO °K' Ld DRAWING NO: 701-707 SUNSET BOULEVARD NE, RENTON, WA C SUNSET'S EDGE TOWNHOMES SHIN: 1rOF: 10Cn DCI PROJECT NO. 15375