Loading...
HomeMy WebLinkAboutT-392307N 0� co I W I— Y rr WI z Z u Q U H W 0 H rr J J I I I I N X z 0 CD z Y J Q m N 0 U (/7 n L0 0 0 N 0 OJ E a� 0 rn 0 I I Ll Ln 0 c0 In 0 Ln Ln 0 1-1 rn 0 0 CD Z w i� I i" I :.'.`11 LETTERING BOLTHOLES-3PLCS EQUALLY SPACED T70' APART ON 23 1116' (5B6mm) DIA B.C. �JL�j pTliS - I�'c'gll�, r ;urruror �^� T osariew w a RENTON �@ AHEAD OF THE CURVE G� �l DRAIN DIA%CKHOLE COVER BOTTOM VIEW T sic 1 4=1LETTERING PLAN VIEW W D[A. (9) BLT SOC. (ALLEN HEAD[ [635mm} S" 5J9"01 K 15 S5 [25mm1 DER WASHER [9rnrn 3tg. ] V/1-111111111 "I". --A 8 3Jd" 2 1f2' C222MMI I�^wnl TYP COVER SECTION VIEW 26 VT ow I673mm1 251M" CIA [841mm1 1 V16- [27mmJ 1fdIBMCIIY CIA NEOPRENE GASKET s SW J 23 .11V DIA CL-OPEN [16nar i 15Dd—I 27 50U' DIA 34 118' DIA [467mm1 FRAME SECTION VIEW EON BOLTING DETAIL f'H" 1 114fi E6mm) 127'mm1 I ,ram J I3�I Y76" 1R3mrr.] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC N. 37 f 7C 1 OR APPROVED EQUAL .- -1 PUBLIC WORKS STORM ROUND FRAME AND COVER STD. PLLN - 204.50 DEPARTMENT MARCH 2008 VO MIN. RQQF DRAIN STUB WITH CLEANOUT, TYP LOT UNE. TYP. 0. HOUSE ITI PRIVATE RGOP DRAIN -- PUBUC STORM SYSTEM COLLECTOR PIPE; PRIVATE STORM SEWER 5'0 LTC 3A0' XII'4. BETWEEN CTR- GF PIPE AND R.G.W. 05M M N. SLOPE. 2 FT. MIN. COVER CLEANOUT. PIRAT EVERY W". _ CURB, SIDEWALK OR 2ND 46' BEND, AND AT WO FT. MAX. SPACING ON R.T].W. LINE STRAIGHT SECTIONS PRIVATE JUINT UTIU iv EnsF IAE N l ROOF DRAT N TIO CONNECT INTO CITY CE. MIN. SIZE TYPE I T MIN. WROTH NOTES: 1. PIPE MATERIALS ALLOWED: PVC, LCPE, TRIPLE WALL POLYETHYLENE (& DI. IF NECESSARY FOR STRENGTH) 2. THE ROOF & FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CB IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4. ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY. SIZED FOR 25-YEAR. PEAT( PLOW. TYPICAL ROOF DRAIN O--"!R STD. PLAN — 225.QD PUBLIC WORKS COLLECTION STORM SYSTEM DEPARTMENT CIVIL PLANS MARCH 2O08 URI mmill 10 2 09j, il RX, il 0 1 D1 I D1 ; T, A 10 F, MW ; a 0 AI I m 10 W, il 0 1 DI I DI = I F, il I %in FOR ALL UlM AT TIFFANY PARK PTN OF THE W1/2 & SE1/4 OF THE SE1/4 AND PTN OF THE NE1/4, OF THE SW1/4 OF SEC. 21, TWP. 23 N.. RGE 5 EAST. W. M. CITY OF RENTON KING COUNTY STATE OF WASHINGTON NOTES: 1. YARD DRAINS TO BE CONSTRUCTED FROM HIGH DENSITY POLYETHYLENE (HDPE) N-12 PIPE IN ACCORDANCE WITH ASTM C 14. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE DIAMETER PLUS YARD DRAIN WALL THICKNESS- 3. CONNECTION TO OUTLET PIPE TO BE MORTARED AND MADE FLUSH WITH INSIDE OF THE YARD DRAIN WALL. 4. CAST IRON BELL GRATE. FITS INTO BELL RECESS AND EXTENDS FLUSH WITH FACE OF BELL. THE CRATE SHALL HAVE SLOTS (HOLES) THAT CONSTITUTE 50 PERCENT OPEN AREA FOR DRAINAGE. INLET BELL SURFACE SHALL BE FINISHED TO ASSURE NON —ROCKING FIT WITH ANY COVER POSITION. 5. WASHED DRAIN ROCK. 6 INCHES MINIMUM DEPTH. 6. VARIES 12 INCHES OR 18 INCHES. 7. SPECIAL CAST YARD DRAIN MAY BE REQUIRED FOR MULTIPLE PIPE CONNECTIONS. 8. CLEAN OUTS ARE REQUIRED FOR DEPTHS OVER 42 INCHES, SEE TEXT SECTION 5-05. F . ► ij a ELEVATION VIEW YARD DRAIN STREET CATCH BASIN (TYP) CURB PLANTER STRIP SIDEWALK R/W — -- --- ----- — -- R/W LOT LINES (TYp) STUB OUT FOR ROOF YARD DRAIN WITH SOLID DISC COVER AND FOOTING DRAIN CONNECTIONS (TYP) TYPICAL LOT PLACEMENT YARD DRAIN DETAIL NOT TO SCALE LANE LINE MARKING 7'-8„ STANDARD VEHICLE WHEEL PATH 3' 4.5, 3" MIN. MINI. MIN. 1 1' ACP CLASS* MIN, MIN. 6" CRUSHED 2SURFACING TOP � CLASS 'B' COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, — OR GRIND, SEAL WITH EDGE OF 0UR8 & GUTTER, AR4000W OR CENTER OF LANE LINE 2.5' MN. CRUSHED ROCK„ FLOWABLE FILL OR AS REQUIRED BY ENGINEER "MINIMUM ACP CLASS 'E' or 'B' SHALL BE PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS — 6" ACP CLASS 'E' Or 'B'. RESIDENTIAL ACCESS STREETS — 2" ACP CLASS 'E' or 'B'- NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLE%IBLE PAVEMENT ADOPTED CM OF RENTON f \; STANDARD PLANS LST DATE:02/05 p N 1 NO pCY C a7 DATE I REV]SIUN I BY PRD I+oD1FIEo NOTES cz DWG, NAME: H032 SP PAGE: HO32 2 REVISED PER CITY COMMENT 1 ASBUILT NO. REVISION )I 4" CLEANOUT. TYP. ` 4 A m _ - CAP, AND WHERE OLEAN011TIS IN PAVEMENT; IRON RING 8 COVER PER IFCO 0247 OR EQ4NALENT - e CATCH BASIN -AREA DRAIN 17 q r TEE 13 a AR(7PERTY L N€ �r L „ rf• LiIN. 45' BEND 5'EIIN. PERMANENT CAP OR CONNECT %P,� S'Mlk. PRIVATE. JOINT IJSE UTILITY EAL,FAIF 4 a5" WykTEE, CROSS; OR 45' WYE AT BENDS CLEAN-CUT WITH — PERMANENTCAP CLEANrOUT DETAIL CATCH BASIN -AREA DRAIN SECTION as ALIGN PIPE TOPS, OR PLACE ROOF DRAIN HIGHER S'IIIN. VARIESr 4 2'NIN. CUWER OVER COLLECTOR LINE TEMPORARY CAP ON END OF ROOF DRAIN STUB, N1ARIe&D gY z`>4f" BTAKE PLACE CL17ANOUT 0 300' 1dAJC SPACE, AT 90" SENDS, EACH 2ND 45' BEND. SEG710N B•B PIPE END5 NOTE: MIN, PIPE SIZE 15'0 PIPE MATERIALS ALLOWED- PVC, LINED CPE, TRIPLE WALL POLYETHYLENE. DI (IF NEEDED FOR STRENGTH). PUBLIC WORKS TYPICAL PRIVATE ROOF DRAIN STD. PLAN — 225.10 DEPARTMENT COLLECTION SYSTEM `Jf CROSS SECTION MARCH 200B SURVEYED: BCE DESIGNED: BJT BK 1/20/1 BJT DRA RAG BK 11/2/1$ BJT CHECKED: RAG BY DATE APPR APPROVED: BJT SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M CITY OF RENTON Plonning/Building/Public Works Dept. _ nd`tra sswe++wx MOW ruw Tasmt �w Is�lNOTlT HE'a }IO1[ N I�ee NOTE n 1aLrpF RxVl7 I IT FJLPM191pNJpPff (fY>•.I r tie #fp Pow r� � acLa g 1 CN 4EE bITci CV CN A j 7i� 'E . ra . 1b1LTIOk.Wa41 fEi NOT! 1 - C�GIlW IIA1dP riNH 12M !4 B 7 a GIIn SR YN'E I IyP.} •5E E NnrE 10 sa' eaNflACngN iOe.T {T1'P1 I# E Afi. Ptu rp]1 PLAN VIEW vaalCe r � in a 1%}!a% EE6 NOR ! Lrfm L I C lAVr O'rdW Cr]ENS CO7ICIIE-rE ]EM. Mk lrO1l1, ; 4�, SE-. s7m PLAN 10; SECTIONA 19ee Sfo PunlCli ®prux Y,1[liR oW+ewAY V�rme aLOPe IS>bPE sa0merueu0N.Tlol NEG4tNE9LWNJ9L - .. 9l160141 F>ta06ErUTEISI CCNNC� >1>MEWArx TYPE R1 S - ISOMETRIC VIEW (RESIDENTIAL. WITH BUFFER) CWKNT CONCRETE CUR! A OIITTFR l92 ' "DTI 31 For NOTES STE) PLAN 104.2 ti a STI1. PLAN -" 104.3 + PUBLIC WORKS CEMENT CDNCFRETE DRIVEWAY PPR FD DEPARTMENT ENTRANCE - TYPE 11113 � Gregg bm"Wfm2M1, PObliC Work} Adml nlftratur T W z 41423 J-s-/zo/zos (n 2 0 U Z O QuJ N J Li a J x z < Z UJ LIJ N J Z Q r-10 N N (D N 00 Df 00 N r- Z j Z CO 00 w w I I LLJ Q Z In In 0 Z Ln N N Z — Ld In In La -I N Z N N J� Y U (_!) CITY OF RENTON DEPARTMENT OF PUBLIC WORKS J 2 Q C7 i Z T APPROVED BY DATE W APPROVED BY DATE V� A`' APPROVED BY DATEcONSJ APPROVED BY DATE v ROAD AND DRAINAGE NOTES AND DETAILS DATE 1 E1 /20/2018 ASBUILT - ALLURA AT TIFFANY PARK FIELDBOOK: PAGE: MAINVUE WA LLC DRAWING NO: 1110 112TH AVE NE, SURE 202 LL! BELLEVUE, WA 98004 SHEET: 44 °° sg oi U T - 3 9 2 3 0 7 IRI-131912131319