Loading...
HomeMy WebLinkAboutW-421503DDCuSign Envelope TD: BEECF586-602A-4E4A-B436-A317AA638878 U-) Lo U-) N � ~ N N ^^, W U) SLu L O Z O I- I- Z 5W L In O J W > W W C^ I- / Q U 3 0 FRAME AND VANED GRATE 4", V. 12", OR 24' ONE 93 BAR HOOP FOR S" HEIGHT INCREMENT(SPACEO EQUALLY). SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION �8 t � ! Z I I M3 RAR EACH CORNER I� I 83 BAR EACH SIDE 7r 9 i138AR EACH WAY PRECAST BASE. SECTION 1$3 BAR HOOP 113 BAR EACH CORNER 18" PAIN. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION • PUBLIC WORKS DEPARTM ENT PIPE ALLOWANCES mul Mum PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN 1 CONCRETE ALL METAL PIPE 15" CPsSP•. 1r STD. SPEC. 9A520 SOLID WALL PVC, STD. SPEC. &45.12(1 ) 16' PROrrLE WALL PVC, STD. SPEC. B-d5-12I2} 15" ' CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES: 1 AS ACCEPTABLE OLLTER14ATIVES TO THE REBAR S"MNN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICA7IDN 9­35. Wgl ), OR WIFE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH THE MINIMUM REQUIRED RE6AR SHOWN IN THE ALTERNATIVE PRECAST BASE SECTION, WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF 41.12 SQUARE INCHES PER FOOT MAY BE 0 9F 15 2. THE KNOCKOUT DIAMETER SNAIL NOT HE GREATER THAN 2p". KNOCKOUTS SHALL HAVE A WALA. THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.F MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR 1N ACCORDANCE WITH STANDARD SPECIFICATION 9 (W.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT SHALL HE 5 FEET. 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. 5. THE PRECAST SASE SECTIOTV MAY HAVE A ROUNDED FLOOR. AND THE WALLS MAY BE SLOPED AT A RATE OF 111:24Y Oft STEEPER. II, THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SEC NON- 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BE EN PLACED. USE GROUT TYPE 2 FOR NON$HR INK APPLICATIONS SN ACCORDANCE WITH STANDARD SPECIFICA-nON 9120 312). 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE W ITN STANDARD SPECIFICATION 9-04-3. THEN APPLY MORTAR TO INSIgE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AN11 FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAMEISFLDSH WITHPAVEMENTAS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL HE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. 11NLE55 CIIWe IONISE NOTEo. HAWING iS NOT TQ SCALE INTSH STO. PLAN-200�00 Appit9tEll CATCH BASIN TYPE 1 GAZ 9/28/2018 r.u:.wa•��a"RATE MIN VARIES MIN � MIN MSN � 16L No 1 EN THE EVENT TRANSVERSE PATCHES EXIST I VATHIN THE AFFECTED STREET, THE LENGTH i I I OF THE PATCH SHALL BE EXTENDED TD II INCLUDE ANY EXISTING PATCH "THIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEOUENT PATCH EOGE WITHIN 10 FEET I OF THE EDGE OF THE SECOND PATCH AND i 44I SD ON UP TO A TOTAL OF 360 FEET I FACE OF GUTTER OR 1=DCE OF PAVEMENT TRAFFIC FLOW 2" HMA I I CENTER LJNE OR LANE LINE 2" TO B" HMA { I 8.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE VARIES: 5.5 MIN. DEPTFI OF EXISTING PAVEMENT VARIES -'"� PIN I MIN MIN Miry 2' SAWCUT AND REMOVE W PLANE. SEAL WITH AFT-4DDDw F 2" - 6" MIN. HMA (SEE NOTE 2) \6" LEACH SIDE) I CRUSHED SURFACING TOP COURSC (CSTC) 2- HMA STANDARD ,SPECIFICATIONS, COMPACTED TO M904FIED PROCTOR, SAWCUT AFTER BACKFILL (EACH SIDE) CSiC, BANK RUN GRAVEL FOR TRENCH BACKFILL BORROWlPER GFCATIONS3GR [ WSOCTANDAROSPECIFICATIONS NA VE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON CEOTECH REPORT, COMPACTED TO 95X MODIFIED PROCTOR, WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT {SEE E FOR STANDARD SPEC SHORING. 2-09.4} PLUS D, ALLOWANCE FOR ANY SHORING, SHORING. IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD N£EDEO, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 1f0.1. 5TARDARD SPECIFICATION 7-M.3(1)8 TRENCH WMDTH FOR NOTES, SEE STANDARD PLAN 110_1 TYPICAL TRANSVERSE PATCH FOR STD. PLm - 110 PUBLIC WORKS DEPARTMENT PAVEMENT OR RIGId 'PR 'ED PAVEMENT WITH OVERLAY f�;.�,. ■ CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON :45 A SL1 z l � LL � 0lo DIRECTION OF FLOW _ iZ ry 3" (MIN.} I 5" MIN. fi"MIN.(TYP.) UNION (TYP.) PLAN X < 3"MAX, Q � 5"MIN. I TO CITY METER STACKED METER SECTION" MIN. FREE BODES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF-BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2, THE OWNER/APPLICANT MUST .OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING- THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL 8E SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT_ ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER_ S4' TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 * + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR DEPARDAENT RESIDENTIAL FIRE SPRINKLER MARCH 2010 pH I LIp S Gj`S,F OF WAS�tAld j ncom Er)ass � � ENGINEERING & SURVEYINGmm Western Washington Division 31B375 v 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 1STER��S�'' Eastern Washington Division SIONAL 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 0912012023 1 N 0. REVISION 6" PVC OVERFLOW TO SDCO 20' IE= 25.1 COMPACTED 6" PVC PERF PIPE 6" BACKFILL f WASHED DRAIN ROCK 4 "-1 2" NON -WOVEN GEO TEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 PER COR STD PLAN 225.20 SECTION B-B COMPACTED BACKFILL 6 1' 1' WASHED DRAIN ROCK 3"-1 2" NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 PER COR STD PLAN 225.20 6" PVC OVERFLOW TO SDCO IE= 24.7 6� 1' 1' 6 FG= 2 7. 0 IE= 25.0 I' ABOVE SEASONAL HIGH GROUND WATER - 6 " P VC SDR 35 PERF PIPE PER ASTM D3034 PER COR STD PLAN 225.20. TYP TO ALL PERF PIPE SECTION A -A 10' COMPACTED BACKFILL T777-_ WASHED DRAIN ROCK 4 '-1 2" NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 PER COR STD PLAN 225.20 6" PVC PERF PIPE SECTION B-B COMPACTED BACKFILL 1' o 1' WASHED DRAIN ROCK 4 "-1 2" NON -WOVEN GEO TEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 PER COR STD PLAN 225.20 SURVEYED: BUI DESIGNED: IWD DRAWN: TNF CHECKED: IWD BY DATE AP P R APPROVED: CID SCALE: YARD DRAIN PER COR STD PLAN 225.20 6" PVC OVERFLOW T- SDCO 4 LF 6" P� PERF PIPE 18LF6"PVC PERF PIPE WASHED ROCK 3/4" TO 1-112" YARD DRAIN PER C( STD PLAN 225.20 6'x20' INFILTRATION TRENCH YARD DRAIN PER COR STD PLAN 225.20 5 FG= 27.0 q IE= 24.6 �1 ' ABOVE SEASONAL HIGH GROUND WATER - 6" PVC SDR 35 PERF PIPE PER ASTM D3034 PER COR STD PLAN 225.20. TYP TO ALL PERF PIPE SECTION A -A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M YARD DRAIN PER COR STD PLAN 225.20 WASHED ROCK 3/4 TO 1-112" 8LF6"PVC PERF PIPE 6" PVC OVERFLOW SDCO N 6" PVC SDR 35 FROM ROOF DRAIN/ DOWNSPOUT 6" PVC SDR 35 FROM ROOF DRAIN/ DOWNSPOUT -27 N 6" PVC PIPE It O O O I N ry �'N/ /Lo O O N N WA I•_J W O 5'xl2' INFILTRATION TRENCH = Z 1 "=5' DWG# R-421507, S-421503 W-421503 O IN COMPLIANCE WITH CITY OF RENTON STANDARDS Know what's below. Call before you dig. CITY OF RENTON [;R Planning/Building/Public Works Dept. CASTLE DEVELOPMENT TOWNHOMES AS -BUILT CONSTRUCTION DETAILS Z W 5 n O J Lu > DATE: W 0 09/29/2023 FIELDBOOK: u„ I PAGE: DRAWING NO: I- U) SHEET: 7 OF: 7