Loading...
HomeMy WebLinkAboutR-400510Ln O WIDTH INLET SHAPING LENGTH C) (NOT BY CONTECH) r-----u-----r r---------I--------T Q o I I � I I I B B C I I C D O ��p� DD i FACE OF CURB 6" CEMENT CONCRETE WH /%O 2 �Q� O I 112' H - SIDEWALK RAMP (7 f1lfll�00000 ��� �Q _ _. _ _ i ,�8 irr-VARIES 1-R OR LANDING I- W ���� �� OQD - - �5 1/1' _ 1. FROM 1 _J O O Q 6"TOO 1 O��pc�o� a CLEAN OUT �' ���-- I 12'R 1'R 2A' MIN. Q O I I I TOP OF + EXISTING ASPHALT NEW CURB o0Q Opd O �� 4 1.24 s PAVEMENT &GUTTER I I I o 1/Z'R. ROADWAY 318'PREMOLDED (SEE NOTE 2) I TREE GRATE I 1 Jar4r FIVER I I CEMENT CONCRETE I I CURB INLET I PEDESTRIAN CURB L----- -----1 OPENING L �T- l + 1 AT SIDEWALK RAMPS AND LANDINGS 6' FACE OF ADJACENT CURB SAWCUT LU (SEE NOTE 2) SDR 35 OUTLET COUPLING CASTYk\CURB CEMENT CONCRETE - (NOT BY CONTECH) 6 1/r INTO PRECAST VAULT WALL TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET (OUTLET PIPE LOCATION MAY VARY) FACE t8 ADJACENT CURB 12+ PLAN VIEW PLAN VIEW O•a ,•-61rr-_ TOP W J FLUSH SIDEWALK 1 1/1 R ROADWAY PAN AT SIDEWALK t PLANT PROVIDED BY CONTECH RAMP ENTRANCE r- W7 u 124 L / CLEAN OUT FRAME AND ENERGY DISSIPATION ROCKS TOP OF ib COVER CAST INTO TOP SLAB GALVANIZED ANGLE NOSING 1rrR ROADWAY + LU TREE FRAME AND GRATE - 1 _ CURB AND GUTTER Q CAST INTO TOP SLAB I (NOT BY CONTECH) DEPRESSED CURB SECTION TOP SLAB SEE FILTERRA STANDARD O AT RESIDENTVIL DRIVEWAYS ONLY. ARTERIAL STREET MINIMUM OFFLINE CURB INLET - - 1 FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 1042 7" HMA (or ACP Gloss B) DETAIL SHEET } 1 _6- (SEE NOTE 1), OVER DEPRESSED CURB SECTION FACE OFcuRa O 6' CRUSHED ROCK - STREET O `' _6112 a- d AT SIDEWALK RAMPS " OF 02" IRRIGATION - s trr r r1 \0 PORT, TYP. o W � 0 1r. R. 2 h j 3 PLACES ih m z � M? M I I � RESIDENTIAL STREET MINtMl1M ° . e •° FACE OFAwACEN7CURB I LTOP 1 l - ROADWAY 4' HMA (or ACP Gloss B) 1 1 (SEE NOTE 1), OVER ► 4 GUTTER SURFACE I ( CRUSHED ROCK e, ' •• 6" UNDERDRAIN PREMOLDED• O 3" MULCH LAYER, TYP. JOINT FILLER I ^ STONE LAYER, TYP. PROVIDED BY CONTECH \JJ PROVIDED BY CONTECH E FULL -DEPTH 4" - 6" UNDERDRAIN FLOWKIT EXPANSION JOINT - - 21" FILTERRA MEDIA, TYP. ) 1 R CEMENTTRAFFIC CONCRETE O NOTES: PROVIDED BY CONTECH (VARIES BY SIZE PROVIDED BY CONTECH 1. MUST MATCH EXISTING THICKNESS IF GREATER. SECTION B-B SECTION C-C LL. 2. SAWCUT SHALL BE POSITIONED V - 0" BEYOND EDGE OF DEPRESSED CURB DETAIL DAMAGED PAVEMENT. AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS - 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT W PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. U) Q STD. PLAN - 103 PUBLIC WORKS CURB AND GUTTER , I PRO ° D: DEPARTMENT REPLACEMENT DETAIL �, 2 ^ I- Z SQUARE INLET CONFIGURATION GENERAL NOTES I See standard Plana 102 and 101 A for Curb expansion and oontracbon pint spacing. OUTLET TREE GRATE 2 Expansion joint shall be full depth.3/a'(in.) prernolded)oint filler DESIGNATION SIZE LENGTH WIDTH PIPE I QTY & SIZE 3 For Depressed Monolithic Ddvenay CuI Gutter Section. see Starydard Plan 1042 FT0404 4.4 4'-0" 4'-0" 4" SDR 35 (1) T x 3' J I PUBLIC WORKS DEPARTMENT niR CEMENT CONCRETE CURBS STD. PLAN - 101 FT0606 6 x 6 1 6'-0" 6'-0' 1 4" SDR 35 1 (1) TX 3' illy ,A') INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION I I rr-4'- „ f I W INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING UPON OUTLET LOCATION G The design and information shown on this drawing is provided as a service to the project owner, engineer and conrector by Contech Engi... red Solutions LLC or one of its aflili stsd companies ("Con ech"). N.M., this d-ing, nor any part thered,, may be used, reproduced or modified io any manner J without the pd., written consent of Contech. Failure to comply is done at the useh own risk antl Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based antl actual held wnditions are enwunteretl as site wod, progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no Iiablllty for designs based on missing, incomplete or inaccurate information supplied by others. > C74ONTECH" efitterraFILTERRA ENGINEERED SOLUTIONS LLC O DIMENSION MAY VARY±y"DEPENDING www.ContechES.com STANDARD OFFLINE CONFIGURATION DETAILS ON PRECASTER BUILD CONFIGURATION. 7B29-d�5,41.7-Al2' eE`" EDF-IGNPATENis 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 Er 1 City of Renton Std Plan 103.00 800-338-1122 513-645-7000 513-645-7993 FAX NTS City of Renton Std Plan 101.00 Curb and Gutter Replacement Detail Filterra Standard Online Configuration Details 7 Cement Concrete Curb 5 _ P g 0 Q EXISTING EDGE OF ROADWAY ASPHALT > CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) SAWCUT 12" MINIMUM 3D INTO ASPHA LU RECTANGUTION 12" MIN FROM EOXISTING EDGE LT J g AY 2 OR CIRCUULAR ADJUSTMENT SECTION FINISH GRADE Oo000 T. Ooo ° OooO D W GROUT. TYPICAL (SEE NOTE 5I gauO�O O O O� / iFLAT SLAB TOP o 0 0 0 standard Type 2-60" diam. M o CB concrete top slab3° ° O °O 1�1 O e frame locking lid OIOIOoOrQ OIOJQooO DO. 00o O Z LL m•s•ean•.s•o"sre (marked "DRAIN") 000o�gJ00000 ��� �� 8 00 � Oo 0 Oo O o O o ° Ooo qqqq o O MORTAR(TYP.) mounted over 24"diam. O O O� oOO oO OoOQO Oo0 00000�0 Oo0 E ++ eccentric opening aD �O Q aQ O O O O 6EFSGR / 0000DDoo�oo o D 0000�o 0 0 oo�°goo°°`booms° oo� MMA 36"CMP riser 6" ;��A �A�A�A�A�A. o� o000 8g0000�go oo�g g �o� Z eADJUSTMENT IIIII IIIII IIIII IIIII IIIII IIII IIIII IIII III III IIII IIIII IIIII II �i�ivv vivvivvivv vv 8" MINUS QUARRY SPALLs Oo 00000 00000 o OOo 00000 00 0 00 o°o o°o o°5 0 0° OONI ADJUSTME T Pu►N / . EXISTING ASPHALT o00 off° ° 00 III=1=1 1=-1 II II =1=1 II i\/i o000 00000 00�00 00000 00000 00 00�0 RINGS NTS \\ \ cbo�°ocbo °ocbo °oho °ocbo °ocbo ocbo °o 'IY� // o g o00 000 000 000� 000 0 000 = MORTAR FILLET F Rr3(dCINGSEE mP.I 10" MIN �\\/ RE-ESTABLISH DEPTH OF BASE UNDER REMOVED 000� o�oo��'o�oo��'o�oo�go�oo8go�oo��' 000��0000 11 • • t> MI&VEL SACKFLL FOR / maintain,"gapbehveen /V� ASPHALT PAVEMENT A MINIMUM OF 12 INCHES o00 �000 �000 �00o g�o0o �000 _ ... • . standard locking bottom of slab & top of \/A o0o0O�oO00O�o000O�o000O�o000O�o000O OOo��o000� Z door -provide pliable III IIII /V/j� BEYOND NEW PAVEMENT SECTION AND IN ANY oocbo ooc�o oocbo ooc�o oocbo ooc�o 000 oocbo 00 SEPARATE BASE INTEGRAL RASE \\/\ O0, (1o3 OOQOo� JooOQOoOQOQOo���OOQOo��OoOQo OOOQOo���OOQOo gasket to exclude dirt LOCATIONS BASE COARSE IS EXPOSED. COMPACT q o�°o�o�°ocbo�°ocbo�°ocbo�°ocbo�°ocbo�°o CAST-IN-0LACE PRECAST WITH RISER \ \ \ \ \ \ \ \ \ \\ \\ \ (/ 00° (/ oo° Oo� (/ 00� (/ oo° (/ oo� Oo� 00° (/ oo° D OOO OOOO� OOOOo� OOOOo� OOOO� OOOO� OOOOo� O00 Ooc) OOQ TO 95 /o MAX DENSITY PER ASTM D 1557 0 0 0 0 (3 0 0 0 0 °ocbo °ocbo °ocbo °ocbo °ocbo °ocbo °ocbo °o o °ocbo °o OOo U g OOo g� OOo g� OOo g OOo g� OOo OOo g OOo 0000�00000 W az f LIsaEedq compacted pipe /AA/AA/AA/A� j� / / 8" HMA CL 1/2" PG 64-22 PAVEMENT PER WSDOT o�oo o�oo o�oo o�000 o�oo o�oo o�oo o�oo o�oo oho SEPARATE BASE PRECAST J Q Q 0 CATCH BASIN DIMENSIONS CATCH DIBASIN AMETER WALL THICKNESS BASE THICKNESS MAXIMUM OC OUT KN SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL Inr/11AN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4W 4' e" 36' 8" 023 0.15 54• 4.5, 8" 42• B' 0.19 0.19 60' S" a" 48' a' 025 0.25 Tr 6' 8" 60" 1r 0.35 0.24 84- 8' 12- 72- Ir 0.39 0.29 96' a• 17 84• Ir o.39 0.29 NOTES I. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 0 3. The rectangular frame and grate must be installed With the flange down. The frame may be cast Into the adjustment section. 2� 4° Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide oa 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe Is Installed, fill the gap with joint mortar In accordance With Standard of Specification 9-04.3. LONG SIDE INLET CONFIGURATION DESIGNATION SIZE LENGTH WIDTH OUTLET PIPE TREE GRATE QTY & SIZE FT0604 6 x 4 6-0" 4'-0" 4" SDR 35 (1) Tx 3' FT0804 8 x 4 8'-0" 4'-0" 4" SDR 35 (1) Tx 3' FT0806 8 x 6 8'-0" 6-0" 4" SDR 35 (1) 4' x 4' FT1006 10 x 6 10'-0" 6'-0" 6" SDR 35 (1) 4' x 4' FT1204 12 x 4 12'-0" 4'-0" 4" SDR 35 (2) Tx 3' FT1206 12 x 6 12'-0" 6'-0" 6" SDR 35 (2) 4' x 4' FT1307 13 x 7 13'-0" T-0" 6" SDR 35 (2) 4' x 4' /V/` g0�o CO o CO�o O�o C�gO o CO o O�o o CO� O riser, material min., & gage as STDS 000�oo°o. `� tanksamed or fused to tank n CRUSHED o o 00o g o00 0 00o g o00 000 0 00o g o0o g o0 �g o0 M.H.seps 12 D.O. SUBGRADE TO 50 MAX DENSITY ING TOP COURSE COMPACT o� o 0 00 0 o� o o� o 0 0 0 m� 6" CRUSHED SURFACING BASE COURSE COMPACT I standard M.H. s1, weld or ps TO 95% MAX DENSITY FE 5D CMP lt PIPE DIAMETER AS SHOWN PN PLAN 12" (MIN) STRUCTURAL FILL AS REQUIRED OR SECTION EXISTING SUBGRADE COMPCATED TO 95% MAX NTS DENSITY PER ASTM D 1557 ripe Outfal I I NOTE$: NOTES: R-400510 1. Use adjusting blocks as required to bring frame to guide. 2. All materials to be aluminum or galvanized and asphalt coated (Treatment 1 or better). �^ s AI grade rings, risers, and castings shall be set In mortar In accordance wi0t 3. Must be located for access by maintenance vehicles. z goind Why,aneSk,nnsewerPip.jSkd.Spec.9-06,20, 4. May substitute WSDOTspecial Type IVmanhole (RCPonly). 1. ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THE I N COMPLIANCE WITH CITY OF RENTON STANDARDS Standard Specification 9-04.3. (Sid. Sw_ M5020)) � (Std. Spec. 9-0112(2)) OVERLAY OF THE EXISTING ASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE 0 2. SEE DETAIL C3.001 FOR GENERAL PAVING NOTES. o � PUBLIC WORKS CATCH BASIN TYPE 2 PLAN - 201.00 `•y` DEPARTMENT T A MARCH 2008 Y o STD. PLAN - 235.10 •� id PUBLIC WORKS DETENTION TANK 4•` ' DEPARTMENT ACCESS DETAIL m3 "f FN Tp� MARCH 2O08 City of Renton Std Plan 200.00 NTS NTS B• B� Catch Basin Type 1 9 Access Riser Detail 10 Asphalt Pavement Overlay with New Paving Section of WASYP P Y g �, SURVEYED: SCALE: DATE: _ 02� Call before you HORI ONTAL N Dw1988 983/1991 CITY OF LAKE WA BLVD IMPROVEMENTS 10/01/2018 COUG HLIN D 8-1-1 DESIGNEDALC •`-� PHASE III FOR SOUTHPORT DEVELOPMENT FlELDBOOK: g• -� o �Q 33708 �� \�� P O R T E R U I-800-424UND DRAWN: LBJ e RENTON DRAWING NO: UNDERGROUND DATUM Planning/Building/Public Works De t. ONE INCH U S L U N D E E N SERVICE (USA) CHECKED: AT FULL SCALEp C3-211 IF NOT ONE INCH y (�JTJ NO. REVISION BY DATE APPR APP�BB SCALE ACCORDINGLY PAVING AND STORM DRAINAGE DETAILS SHEET: OF. PIPE ALLOWANCES CATCH PIPE MATERIAL WFFH MAXIMUM INSIDE DIAMETER BASIN DIAMETER ONCREfE ALL METAL CPSSI O SOLID WALL PVC© PROFILE WALL PVC@ 4W 24' 30• 24• 27' 30• 54' 30' 36• 30' 2r 3e• 60' 36• 42' W 3T 42" rr 42' 54" 4r 36' 48" 84• 54' 1 54' 31 41" 96' 80' 72• III T U L0 CD I O J W O I I- Z LU 2 a_ O J LU LU/ 0 I..L. O `0 v/ Ir O LL LU Cl)v Q 2 U) I- Z LU G LU O 5� IL J O m