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HomeMy WebLinkAboutR-400511L0 O O 2B1W O 3 12 I w � - - BOLT -DOWN HOLE (TYP) - SM" - 11 NC, SEE _ DETAIL 8 NOTE 2 A ` � A I- Z Smooth Coupling Band for Smooth Pipe p� w i SLOT - SEE DETAIL ' 86 BARS a r SPACING AND NOTE I > 12, (TYP.) J 20" x 24". IP 24" DIAM.. 48' DIAM. OR 54" DIAM. HOLE � �� 2'(TYPJ Pi 4 1" MIN a Il2"MAX 84" or 96" FLAT SLAB TOP 117_I 3 PREFABRICATED LADDER L material to be 3" A 1 - 95 BARS I@ 6" SPACING ASTM A 36 Y4" - TOP BECTt� paale galvanized On f[erfabricalion O Per ASTM A 123 _ 12' MIN. NOTES TOP J 24* 48 x2 This frame is designed to 20' X 24' orates or OR 54"ADI o accommoAM DHOLE ''p covers T(TYP.}..- TYPICAL ORIENTATION II 12 1 24" )--I1;I FOR ACCESS AND STEPS •---ram-� �..._ - MOTS . 9 ......... ri cL - - 'nHl MJIP ND pR UTANT W all holea �" deco. Blots to be 1+°/ x 1' A. < 2. nuvroe ,Wu notes In U1. uanle 'I'd, are Vcnlcalry m,yneu mu+ 1 he rate or cover slots. Tap each hole to accept 9 PI a 5l8" - 11 NCR 2" alien head cap screw. P B 1 Location of bolt down holes varies among different J - manufacturers. 7 OR 8 EQUAL SPACES -DIRECTION OF FLOW �, Y l,r MAX TT" FLAT SLAB TOP 24'MIN. \ / Y QPipe stakes 11 7" coupling bane / 3 Refer to Standard Specification 9-05.15(2) for additional 04 BARS 6- SPACING 4 4 coupling en / SECTION • Z� `••' _ \C \\ requirements. �( •`, O SECTION (A'% 1. x 24' OR I -.1' DIAM HOLE Plate Detail . h 7,m,P) - 48r MIN 2 coupling band 1 lr4 NOTE: 1. The smooth coupling band shall be used in 7 1 r2' MAX ECCENTRIC CONE SECTION collar (2" pipe) combination with concrete pipe. 48", 54", or 60" FLAT SLAB TOP 1 2. Concrete pipe without bell and spigot shall not be installed on grades in excess of 20% eld . weld 3. The first anchor shall be installed on the first O wRECESSEDplate (see detail) section of the lower end of the pipe and HEAD CAP SCREW remaining anchors evenly spaced throughout 5d8'- 1I NC . 2. the installation. material to be ASTM 4. If the pipe being installed has a manhole or I 11•�`' S4- r� A36 galvanized after catch basin on the lower end of the e, the BOLT -DOWN BLOT DETAIL 1 pipe stakes I I fabrication per ASTM p p ORAE SEE NOTE 1 / each side of culvert �/ A 153 first pipe anchor may be eliminated. ISOMETRIC VIEW 5. When CMP is used, the anchors may be attached to the coupling bands used to join ' ��� NOTES r OR,7 O Flatten to point the pipe as long as the specified spacing is 1. Provide two slots in the grate that are vertically aligned I Anchor Assembly not exceeded. trt-j Y . holes n e frame. Location of slots LL 6. All pipe anchors shall be securely installed with thehlithe fLtif bolt -down -,r Corrugated Metal Pipe 1 varies among different manufacturers. I before backfilling around the pipe. FRA4E 9 ` +ONE 43 BAR HOOP ONE 93 BAR HOOP FORS' TWO r3 BAR HOOPS FOR 12' ` °- /� ISOMETRIC 2 Refer to Standard Specification 9-05,15(2) for additional CIRCULAR ADJUSTMENT SECTION requirements. RECTANGULAR ADJUSTMENT SECTION w - /� SECTION 3 Unless otherwise specified, vaned grates shall used with standard frame 1.0 As an acceptable alternative to rebar, wire mesh having a V) DETAIL (a) BOLT -DOWN DETAIL In the travel oa y, goner or shoulder. vaned grateses shall not be located within crossroads. Use vaned grates along rolled curbs. minimum area of 0.12 square Inches per foot maybe used for adjustment sections. pt�Y O{ STD. PLAN - 221.20 G��Y STD. PLAN - 204.00 - STD. PLAN - 204.20 STD. PLAN - 204.60 /• PUBLIC WORKS DETAILS FOR COUPLING BANDS • PUBLIC WORKS RECTANGULAR FRAME � PLt}3L.tC WORKS RECTANGULAR /• ...� . ..� . � PUBLIC WORKS MISCELLANEOUS DETAILS FOR _ �/ DEPARTMENT VANED GRATE DEPARTMENT DRAINAGE STRUCTURES DEPARTMENT FOR CORRUGATED METAL PIPES DEPARTMENT 'I FNZO'$ MARCH 2O08 �FN MARCH 2008 -- MARCH 2008 --- MARCH 2008 CJ ) ~ City of Renton Std Plan 224.00 City of Renton Std Plan 204.20 City of Renton Std Plan 204.60 z City of Renton Std Plan 221.20 Y Y Y w Coupling Band for Corrugated Metal Pipes Rectangular Frame Rectangular Vaned Grate Miscellaneous Details for Drainage Structures � P g g P g g g w- -VAULT LENG H- - ONO GUTTER TYF. 'CURB (NOT BY CONECH) OINLET SEE CURB INLET DETAIL 'IF REQUIRED 'INLET FIK TRANSFER OPENING NOTION VARECH _-4'x15"ON 441wim ULTS vAUL � 7 LOCATION VARIES) 4'x 20"ON B'-8'WIGE VAULTS O - __--------1 - 12"(tYrmILETTERING A �� _ � I UNDERDRNN i A <� 0) -- f ]"e CLENIOUT 1 3 fI / L Q __J 1 J I 3 1 (2: / s INLET `w BeEOTAILDOAND NOTE)SEE n / -_--- APART ON 231+16'1586mm1DIAe0 ACCESS ---- (TYP3PLATIO BOL7HOLE5-J PLC$ EQUALLY SPACED 120' 2'e IRRIGATION PORT Q - l TREE GRATE r 14 FTPD STANDARD HEIGHT CONFIGURATION DESIGNATION (OPTIONS;-P, -T, -PT) AVAILABILITY MEDIA IS SIZE VAULT SIZE (yy x L) WEIR LENS MAX CURB OPENING 'MAX BYPASS FLOW (CFS) INLET/ OUTLET ACCESS DIA TREE GRATE CITY S SIZE FTP00404 NACA 4x4 4x6 1'A• fA I'm. (t)3'x3' FTPD01045 CA ONLY 4.4.5 4.6,5 1W 1A 12'112- (1)3'. 3' FTP00406 NAM TL 4.6 4x8 1'.8 to 12'MT (1)3'x3' FTP0045058 MIDd,TL ONLY 4Sx5.83 4bx7.83 11A' 1A 12.112' (1)3'x3' FTEC"N ALL 6x4 6.6 1'A' 1A 17M7 (1)Tx3' FTPO0606 ALL Bx8 Bx8 1'. 1A I /7n2" It)3'x 3' FTPOOa. ALL Bx8 ex la 1'6' 11 12'11r (1)4'xd' FTPOaeIO ALL 6.10 6.12 1'-0' lA 12 M2' n)d'x4' FTPD0710 ALL 7x10 7.13 2'-6" 2.1 24'l24• (1)4'x4' FTPOOB105 ALL 11- Bx14 3'-0' 2.5 24'M' (1)44x4' FTPaW125 ALL Bx12.5 8.16 3'-0' 47r DIM � NC LE j_r_Ti - ff--------- NOTAVAILABLE rr FRAME AND VANED GRATE I NOT O CLEETj Ig OImETACCESS BY Q ��. , _ III MW MEOW BAV )LOCATION VMES) 2,A, A •O.44� _ R E 11T O N--------�i�J ; PLAN VIEW W��OGa� AHEAD OF THE CURVE jL J Ci�C�p44� <i __y ©-- --I I tr C✓ Q C3 O i ii �C"7��'Q�4• SEE NOTE4 PLANr PROVIDED BY CON7ECN CLEAN SURFACE UNIFORM BOTTOM DIA PICKHOLE COVER BOTTOM VIEW ALTERNATE OMENTATIDN PROVIDE UNIFORM ACT. - -_ - _ - __- _ --_ TREE FRAME AND GRATE THE SURFACE AREA OF THE SASE SECTION MUST ENERGY CAST INTO TOP SLAB BE GROUTED TO THE BOTTOM S AREA CTHE ADJUSTMENT SECTION TOP SECTION S 11r4' 32mm LETTERING DISSIROCIIICS ADJUSTMENT SECTION, 1 1 CLEAN OUTFRAME AND INLET PIPE COVER CASCAST INTO TOP SLAB FTPD-D DEEP OPTION CONFIGURATION DESIGNATION (OPTIONS:-P, -T -PT) AVAILABILITY MEDIA BAY SIZE VAULT I SIZE (W x L) WEIR LENGTHI MAX CURB OPENING 'MAX BYPASS FLOW (CFS) INLET/ OUTLET ACCESS DIA TREE GRATE QTV & SIZE FTPDOd D NIA CA 4.4 4x6 1'A' 4.6 12'11T (1)3'. 3' FTPD040N50 CA ONLY 4x4Z 4x6.5 1'A- 4.8 IrM2' (1)3'. 3' FTPD0408-D NIA M83-ATL 4x6 4.8 1'A' 4.8 12-hT (1)3'x3' FTPDa4585_ MD-ATL ONLY 4.5.5,63 4.6.7.83 "r 4.6 13')12' (1)3'x3' FTPDOW4.0 ALL 6.4 6x8 1'_8' Afi 12-)12" (1)xx3' FIPWe06D ALL 1 6x8 1 6x8 11.8' 4.6 12111T (1)3x3 FTPOO60B•D ALL 6.8 6x10 1'. . 4k 12712• (1)4'x4' FTPDOB1043 ALL 642 Bx12 I.-ir 4.6 12,117 (1)4'x 4' FfP0071043 ALL 7xta ]x 13 1. 6.8 24'aC (1)d'xs' FTPDGIII 0 ALL 6x105 1 8.14 34' 8.2 24'24' (1)4'x4' FTP0881250 ALL 8x129 1 8x18 1 Y4' 9.2 24'aC f2)4'x4' zPLAN VIEW •IF REQUIRED ILOCATIONVAr4E5) i LETS TOP SLAB NA=NOTAVAIABLE O NOTES 1. TESrovide two slots in the cover that are vertically aligned 'MAX BYPASS FLOW IS INTERNAL WEIR FLOW. SITE SPECIM ANALYSES IS REOURFD TODEERMNE CURS INLET ROWCAPACRY 8" (STD) CURB AND GUTTER, TYP with the holes i the t manufacturers. of bolt -down slots _ y _ _ ,r(DEEP) varies among different manufacturers. zs• DIA tSJ BLT $OC. (ALLEN HEAD) )NOT BY CONECH) SW-11 X 1 5 SS a. - w ' r� 4 4' , 12' 1635mm1 125mm1 RUBBER WASHER INLET BAY 2'0 IRRIGATION PORT PERM T (TYP 3 PLACES) V z Alternative reinforcing designs are acceptable In 3y- SETTLING 3' MULCH LAYER TYP lieu of the rib design. hSmmt Poo ELEV. 1 Z -- �� PROVIDED BY CONTECH ` STREET { 3. Refer to Standard Specification 9.05.15(2) for additional 8'UNDERDRAIN 2 T --' requirements NOT BYCONSTONELAIER TYP ECH �Q FOWKIT PROV DED RV CONECH t i S B 3,4• 7 117' (LOCATION VARIES) F ' 21' FRTERRA MEDIA TYP 39' R - SEE NOTE 2 4 For Frame details, see City of Renton (222mm1 164mm1 N M PROVIDED BY CONTECH', SECnDrI A Standard Plan 204,00. TYP SECTION A -A CURB INLET DETAIL COVER SECTION VIEW (STANDARD DEPTH SHOWN) BASE SECTION /M�j1I� :_w EON BOLTING DETAIL cwoft - Ofilterra IN61rA®D SOYInONi Wt FILTERRA PEAK DIVERSION (FTPD) W 26 vz^DIA •c°"ad,Es•`°m CONFIGURATION DETAIL TERNAL PIPE CONFIGURATION OUTLET RAnON MAY VARY BO75 curve PoK,e a„ sLee4a0 ,cnexxx, OM x9,69 PENDING UPON OUTLET LOCATION. BOD.938•n22 519.6R'•7060 w�513K5.7993 FAX I,IpTE$ 1673mm1 l 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, s" 25114' DIA J GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY 1 9�Ga [641mmI t 1 18 THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05 3. ( 1 �G�G'DA%G 114-(6mm) DIA 127-1 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. '�O G G YG `s ,p�l�+ GQ © .>7� NEOPRENE GASKET c� 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT, :� _ Si48'•' I �. ���GpdG��G�G�Op'0,� gQ 5. ADJUSTMENT SE4THE USE OF CT)ONSHAS IS LL BE GROUTTED T WATERT GHT TO THE BRICKS ARE SHE BOTTOM AREA FTAGGERED TO TT14EE A RADJUS MEUNNING NT SECTION WITH NONSHRINK GROUT6. 4•� � I I � 111�~rr �O�G�GG��'�8,��Gp3G�GpGG` � s. 1)4� 11,15• 3µ•DIAM. HOLE ,� G ®G !�' GOv� OGGG GryGG tk+,lel-�1 7. GROUT) S TO BE NOW SHRINK NG BETWEEN MTYPE GROUT MEEENT SECTION TING THE AREQU REQUIREMENTS OF ASTM 157 PER AF°WA STANDARD SPECIFICATION 9-203 FOR1� trr DIAM HANDLE GG�iG�COOGCG.�,��GGoG��G®G ' t/sz^^^, ` tz7mml o, MAXIMUM SPECIFICATION ENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHAI 1. RF 4,(100 PSI AT 7 DAY PER APWA STANDARD G�OG G 119mm 1 _ 233W ACL OPEN SECTION G ! 1 N B. PICK ! LIFTING HOLES ARE TO RE GROUTED WATER TIGHT, GGGG��G I f (ss4mml 13-1 I NTS ;�4-1 - IR3mm61 Filterra Peak Diversion FTPD Configuration Details 12 a 34 178• DIA BOLT-DDVM SLOT DETAIL - 166TmmI - GASKET GROOVE DETAIL SEE NOTE 1 01 FRAME SECTION VIEW NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 �I OR APPROVED EQUAL a-400511 �I PUBLIC WORKS CATCH BASIN INSTALLATION STD. PLAN - 202.00 PUBLIC' WORKS RECTANGULAR SOLID STD. PLAN - 204.10 �`�Y O: PUBLIC WO( 1 STORM ROUND FRAME AND COVER SM. PLAN - 204.50 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MARCH 2O08 1 DEPARTMENT METAL COVER DEPARTML' A'1 1RCI1 P� N�O2 ti MARCH ' OU8 �I 0 0 City of Renton Std Plan 202.00 City of Renton Std Plan 204.10 City of Renton Std Plan 204.50 B. BRo Catch Basin Installation 9 Rectangular Solid Metal Cover 1 0 Storm Round Frame and Cover Oil "AS `S G> SURVEYED: SCALE: DATE: Call before you HOAR HORIZONTAL: NADD 1988991 CITY OF LAKE WA BLVD IMPROVEMENTS 10/01/2018 COUGHLIN DJg. 8-1- I DESIGNEDALC' PHASE III FOR SOUTHPORT DEVELOPMENT FlELDBOOK: o �Q 33708\�� P O R T E R or 1-800-424-5555 DRAWN: R E N TO N PAGE: _ o LBJ DRAWING NO: �tGJST'RF ` UNDERGROUND ONE INCH DATUM L U N D E E N SERVICE (USA) CHECKED: AT FULL SCALE g� g� p C3.21 2 ANAL Planning/Building/Public Buildin Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE APPR APPROVE: SCALE ACCORDINGLY TBBPAVING AND STORM DRAINAGE DETAILS SHEET: OF:29 T 0 W O O O I 1 0 LU J O W z O I- V z 2 0 Q w