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HomeMy WebLinkAboutTED4001424.4Kt1!510 Is - Ap Tc-Hp. tn! 1SI C � CUHTIZI L. v 3 4" 26'- ��Z_� 4 ! — NOTE SUITABLE ALTERNATE IS CB-15 RENTON M i CONCRETE PRODUCTS N Jr--------1 PLAN VIEW CATCH BASIN BODY e a- C.I. FRAME, BE GRATE APWA STD. PLAN #49 ti{ ADJUST FRAME TO GRADE WITH 1: CONCRETE BRICK T EXTENSION RINGS 6" I; 12""iGH 1- .19" DIAMETER KNOCKOUT IN EACH FACE TO 00 ACCEPT MAXIMUM 1211 RCP. °•; C.I. FRAME, BRICK EXTENSION RINGS, 8 PIPE SHALL BE SET II� PORTLAND CEMENT GROUT lt 5 1/2' CATCHBASIN TYPE I FILTER FABRIC MATER I A L- -STAPLES OR WIRE RINGS 2%2"x 14 GA. WELDED (TYPICAL) WIRE FABRIC OR EQUAL. T FILJER FABRIC MATERIAL PLASTIC WEAVE, FIBER MESH r, OR EQUAL — �� r IF 11, II ll' r it — — — — -I qq 2"x4' DOUGLAS 'BURY BOTTOM OF 2 -6" I +FIR AT4-0° QC. � 1 FILTER FABRIC I I NO.IGRADE OR U MATERIAL IN (J� EQUAL. 6%8" TRENCH SILT FENCE 1 \ CWRO POSY. p' ROUND R1INFORCED CONCRETE / \\ i'•O•' LONG, EQwI TO REMTON CONICRITI b ►ROOVC TS TO It INSTALL SM[Al DI A(Cl[0. rill[ HYDRANT 1 PAINT VITN TWO CWTS PRIES SL RVATIV( FAINT N0. i)•IIL, INTERNA7 I ORAL OR APPROVE ILQWAL IOIRVM AREA EOf l[YIl GROUND SURFAC \ I _-- cwlO POST GUARD POSTS PLAN 2"x 4" DOUGLAS FIR 2"x2'x14GA. WWF 18H�o 24 �coaty TYPE Fill( HYDRANT EQUAL 70 IOWA ►•5110 AS SHOWN, PACIf IC STATES CAST IRON PIPE CO. MODEL I, OR APPROVED EQUAL. i" MECHANICAL JOINT ":t[7 WITH LUGS. $I" MIN VALVE OPININC, TWO 7i•' NOSC CONNICTIANS NATIONAL S1YIOAAD THREADS, i" ►INP(A CONN[cTlpl CITY Or S[ATTIE TNA(ADS, YID IE" PENTAGON D►[AA71NG NUT. FIRE MYDAAHT TO If ►AINTID VITN 114 COATS Or PAINT, PRESERVATIVE ,O rA16.7 NO. U•IIL, INTERNATIONAL YELLOW CA APPROVED towel. ►LNV(R COM16[C11ON k TO PAC[ ROADWAY —L 1 TO E)L ATLAS POUMDRY DRAMGRATt PATTeRrI r,uMBtR 235-'14 51'ZC IZO PIPE G c n uM tICR - 8611� s IzE 15 II PIPE o. nUM6ER 521114 SIZEtelfin- OR MLIAI_ AREA RAI 51zt AND MPr- To ec A5 © , 50OWrl or1 TWr- PLAn5 OR A5 DIRECTED E5'( TUc cn�Irl�cR. D Tv FSACKr ILL WILL PSG COWACTCING M>=LT CXIpiT. 1RrAC 11ATIVE OR 50Lr_GMD .MATffRIAL A5 DIREC.TrL R.AIn DY TU t EHGI r1r_r_ 1? . ConcR PI ' COh rI CCTIOr1 TO DRAI 1­17© EZ MORTARED A MADT; f1_L)5lJ WITW IrIS10E WALL.. JOINT5 TO 5C Ir1 ACCORDArIct WITW 5T MMRD SfECI FIC14TI0r15. aMlT PIPE 11 PIN '� 4 OtTFL r-T PIPE. MEASURE-M,ErfT TO Er- MADE >=ROM Cr-=R L1r1E OF DRAIrl. 4'1 c.>rmur COr'1CRETC° NOTE GLASS 5CI f2) 5EE 556-TION 51 OF APWA 1 YARD DRAIN 2 51 NYONANII IITEHSICNI If RI QVRED `i Tvo•rlttf CAST IRa VALVE 007 Flu MYORANi ! I IQVAL 10 RICH VALVE CO., STANDAID I" TOr S[CTIC+. WIT. IMG AR ►AS[ SECTION. L[NCT• POST ' , I TO FIT ov O KISIARD '.... CONCRETE IL OCRINc I CONCRETE IIOCAiNG - II'1I'-rA'• RINIMWI 1 �• C"Cikt TI ILK% ` > I I �USI INON ItI, 1 T 1 ;1 ♦ ��— WITH {` FLANCI SIDE OVYUT Li, •:• • i" GATE VALVE, MANGE A MI CHANICAL JOINT, CONCRETE 19D0",,�cIt A�pELLER CO. A•7)10.16 NOTE:• J I"i�S •IROJI /I►[, SLASf 17 01 DUCTILE i„ 7 CV.rT. NININfIR WASHED IRON PIP[, CLASS 51. CEMENT LINED, l(NCTH If CONCRETE IS NOT SPECIFIED. CRAVIL ►ASSIMC It" AND 70 FIT. TWO )/i'STt1L 111 LOOS• LINCTH I RATH IACAf ILL SHAH SE It"AIN[I ON V MESHED FOR TO fly C"PREYED IN (" LAYERS. OMEN ELEVATION b. FIRE HYDRANT ASSEMBLY 8 r-►A 4-Op ILON EELVATIOr1 All Lam. A I TOPOF 5HOULDE TOF' _5L DG P�?fTOM I SPILLWAY 4'-OR — .., .. ,C.r . �2rC70 FFC. -401[ 1 PROTECTION Al'�OI'1.(PLl� L2�WNSTKFAt1) I. R06K. CHICLE PAM5 5HALL DE ?-'TO 80 FACE, 50Ur0 QUA1`RY PLM. Z.IZ 1!( CHECK DAMS SHALL I'-ONNICjH iN THE;CEr M- � A 1`11. Of 6' HnWT ON THE.51DE5. 5. CHbGK 0AM5 5HaLL.1�E. TOLD IN AT T41E bk5E A MIN. Or 6" TO PREVENT E,Q0510N- 4.CHEEGK VAr15 5HALL DE CGt15T�TE0 IN 5UCH A MANr{M THAT THE GK 15 F12MLY PIAGED WITH A M i N. OF 5PA6I: DETWEZN 5TOhE5 5 THE FACE5 Ef THE CAM5 SHALL fT_ 5MO TH WITH NO 1?� PenUGINCa 1`10M THAN 2 INCHE5 5'TO8rLOW O 11 ROCK CHECK DAM 12 MANHOLES MAY UE COVERED WITH EITHER A FLAT SLAB OR REDUCING CONES, ECCENTRIC, AS DRAWN OR CONCENTRIC. HOLES JN PRECAST BASE ARE CA AS DIRECTED aARE 4' LARGER THAN PIPE 0. D. 48" MANHOLES WILL ACCEPT PIPE TO 21" _11 SMALL ADJUSTMENTS TO GRADE ARE MY ADE WITH 4" M.H. BLOCK OR 2'x 4"x8' CONC. BRICK STRAIGHT SECTIONS ARE AVAILABLE IN HEIGHTS OF I' THRU 4 t; I , t " HAND FORMED CHANNEL CONCRETE FII LER ::• ti SANITARY SEWER MANHOLE 6 DRAIMAtz FLOW (2 TYPICRL 32.01 C2°1.5') 3Z.O' (Z9-5') ' 1 I16.5' STD. STALL I. 12' DRIVIrll I IZ' DRIVIML>I 18.51 5TD. STALL (It, 0' COMPACT) LAr1E LRME (16.0' COMPACT) i 2 % MIN, ECC AnD PAVEMErIT 5ECTIOr1 5EE DETAIL 117 TH 15 SHEET PARKING SECTION ?_j FINISHED GRADE SPACER ONITS BE TOP W/CAST-IN 24' MH RING 81 COVER ARE 'AVAIL- ABLE 6" THICK a 34" O.D., OR USE SEE DETAIL MANHOLE BLOCKS. UNIT M E:1 1 i RINGS AVAILABLE IN 1,21, OR 31 , WIDTHS. "' / STANDARD MH RINGS ARE CUSTOM MADE TO — RUNGS UNIT IN ACCOMODATE INLET 81 DISCHARGE n PIPES. 48; 54:72" }L PER PLAN UNIT P " 6' TOP SLAB 4' O� 4 NIT" R RUBBER 1 U„ GASKETS I �tA....: , ... ,. �;; TOP SLAB, 54 x 8 0 INVERT OF DISCHARGE PIPE SHALL BE A MINIMUM OF 2' FEET ABOVE FLOOR OF CATCH BASIN. CATCHBASIN TYPE II DOWNSPOUT IIII�i� D I11 AIR SPACE 1l .1 2 TO GRADE � • • II(— I (=1I11 .�;.e` --- �� 411PVC • '• 1 i 1 I •/' .6 • .. • : ' �o! %'v' 4 -6 PVC TIGHTI.INE AS SHOWN r • .: .. $oY3°eo ' IN PLAN, TO YARD DRAIN OR • - , `, s: „ ! Edo ' CATCHBASIN. 4" PERF. PVC FOOTING DRAIN MAY BE REQUIRED. DOWNSPOUT TO TIGHTLINE THE BY-PASS A5591"18LY SNALL 8641 rt IWCLW *fo AS PART OF THE D(rF4TX 0013LE C$" VAW6 ASSISM$LY DE•PT f><ITS�:I AZ) Jti(/wly IN PLAN 5 V—DITCH ►R[CASI CORE MIT[ VAIVLT WITH •7 )'.)• NINCl6 IM1L /LATt COVER. oIM[NSIoN g,•0.,��,•i•. I^� f -- - _ _ ''.•.'1®� 111 1'Il i. ■ ■ �I�ii,!►��►���II1�►11�1� ■II ■Il�� � it ► �I I it II — . .� �i ■II1II�Ii�II _ obi III II III i�i� ■111�l� 3014 L" G J f�;.{'GCMG+c+pc.�.•�o", _ MVILLER Co. µ ° INSTALL E/OXY ►IWN 5NAJN`1' 10". I" OR i" FLANGED COWUNC ApA►i[A 1r rook - 11' FOI 1" II►I V":v:�r •' •.''; ;•• • ..' . EQUAL TO ROCAW[LL INYC RNATIONµ 912 i, IS•• rook v. PIPE CONCRETE ILOCRINC I . MOTE. GTE FL. A r.[. DUCTILE ALL OETEGTOR DOUt3LE ,,/BECK VAWG AbSfJ1AEbGES •, ALA TZSTInu vALVCS IRON CLASS Si CIM[N7 IINID PIPE VITN COLLAA 12" IRON P.C. AS SU ►Y ►ACIIIC WATER VORAS .C"PACTf► /MNfNTTor CMrtl SNALI•, pE APP¢DUCD CROSS CONNE4770N CONTt'tJL MOTE •••' SHALL HAUL CRPS OR ",:1LI[D suntr Eo IN<. s. s. t)6V1C6$ PEIZ 0. W- PPMOVE0 LIST, 10" ,•.,•• LONG I•: ,,4' LONG• CONCRETE IV..DIIT PADS n 'II (� II LL L7]AW AI q I m Gr'�'i' fU45 Ir AL11P o (THE-' I `7 [ •D LONG PLAN ISTA IIZCD LADDER FOR ACCE55 ELEVATION SPRINKLER VAULT (DOUBLE CHECK VALVE ASSEMBLY) 7 TOP OP 6eRM TerVC T14HTUr1E TO Exinril CE5 -2"A.C. PAVEMENT 4" A.T.B. (ALTERNATE: 4" OF CRUSHED AGGREGATE I"H ECC & PAVEMENT SECTION - 92 x 401 rorID bOTTOf 1 8" PERF PVC PIPE W/ awkl.OPEr1 FOR OVERFLOW PEA LAFIVEL FILTER - II FR�60ARD 2' DEPTH s = Lo% �IIIV=5`700 - 5ECuRE PIPE TO 8% 8% Ili" Cori. DLOCK WITH r* 10 WIKE. WEST BASIN 2 30' x 30' POr1 D bOTTOM 8" PERF PVC PI PE W/ EMW.OPEn Fon TOP OP DERV OVERFLOW = 57.0 PEA L,RAVEL FILTER 11 FRE.C�DARD _ 2 Z' DEPTH s = Lo o I f A. Inv= 54.00 8" PVC T14HTUr1E SECURE PIPE TO 8"x 8% 161, CDI`1C. TO EX15TIM CD FLOCK WITH * 10 WIRE. EAST BASIN TEMPORARY EROSION CONTROL FOND 11 13 I TEMPORARY- EROSION CONTROL POND �14] ACIFI ENGINEERING COMPANY E'er w z z Ln Ln m M o; �I I 3 N 00 T o � � W 0 N NI H wi W m Z CC z O a I a > �• = W �, o ] O J o 0 O 0) UI m 0 zO Z W O ] O za Z C'3 Z W J FE Q Q a z F Q Q Z J j o Y O YLL 0 M PROJECT NO DRAWN BY DEW ISSUE DATE 1-30-8'7 ................................. LATEST REV Y 7 0 qTE�� 401IIIIwIIIII 142� CIVIL ENGINEERING AN4 PLANNING CONSULTANTS