Loading...
HomeMy WebLinkAboutzW-4215Set0 N N O O O O i N N ry n LO ti CD O O O N N W u W 5 O z O z w 5 n O J W W 0 W LJ 1 a U Lo to � N N N O � N ~ /`NLLJ 0 5W L O 2 Z O I- I- Z 5W n 7 O W W r') LU Ir-n V J U R 0 W P2 Q U I n n N N w Q z LLJ LOT LINE, TYP. W DIA MIN ROOF DRAIN 5' MIN. STUB WITH CLEANOUT (TYP) (TYP I, HOUSE (TYP) I I r 3' MIN - PRIVATE TYPE 1 CATCH BASIN I I - PRIVATE ROOF DRAIN COLLECTOR PIPE: 6' DIA MIN„ 0.5%MIN . SLOPE. 2 FT MIN. COVER I I PRIVATE JOINT SD SO SC UTILITY EASEMENT CURS. CITY STORM DRAIN SYSTEM SIDEWALK 5' MIN. WIDTH ISO) R.O. W LINE PRIVATE STORM DRAIN (SO) SYSTEM, B' MIN. OIA PIPE, SEE NOTE 1 ROOF DRAIN TO CONNECT INTO CITY CATCH BASIN (CB), MIN. SIZE TYPE I CLEANOUT, TYP AT EVERY 90", OR 2ND 45' BEND. AND AT 100' MAX. SPACING ON STRAIGHT SECTIONS - NOTES: 1. SEE STO PLANS 220 00 AND 220.10 FOR PIPE MATERIALS AND MINIMUM COVER REQUIREMENTS. 2 THE ROOF AND FOOTING DRAIN SYSTEMS ARE PRIVATELY MAINTAINED 3. FLOW PATTERN SHOULD BE TO THE NEAREST CS IF GRADE ALLOWS, OR TO THE NEXT DOWNSTREAM CB. 4, ROOF DRAIN COLLECTORS MUST BE ANALYZED FOR CAPACITY, SIZED FOR 25-YEAR PEAK FLOW. 5. PVC PIPE MUST BE SDR 35 OR THICKER AND MEET THE REQUIREMENTS OF ASTM D3034. 6. PVC PIPE USED IN PRIVATELY MAINTAINED DRAINAGE SYSTEMS MUST BE WHITE IN COLOR. 7. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS 8. AREA DRAIN WITHIN CRAWL SPACE IS ALLOWED TO CONNECT INTO THE STORM DRAINAGE SYSTEM WITH THE FOLLOWING CONDITIONS: A THE CONNECTION IS TO BE TIGHT LINED A MINIMUM OF 10 OUTSIDE OF THE FOUNDATION, AND IN NO CASE CONNECTED UPSTREAM OF THE FOOTING DRAIN SYSTEM FOR THE HOUSE B. THE AREA DRAIN MUST BE ROUTED THROUGH A SUMP PUMP SYSTEM PRIOR TO CONNECTION TO THE PUBLIC STORM DRAINAGE SYSTEM TO HELP PREVENT BACKUP DURING SURCHARGE CONDITIONS UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT% STD. PLAN - 22S.00 PUBLIC WORKS TYPICAL PRIVATE STORM DRAIN e11 y: URDEPARTMENT COLLECTION SYSTEM Aartin Pastucha 8/13/20 Yti3;t{t DaeBAtvD DATE Ex. SEWER MAIN i I PROPERTY LINE SPOOL 1 1 1 2 I (LENGTH AS NEEDED) I I I X-O" MIN I I 6" SEWER STUB I I 1 I FUTURE 4' SIDE SEVER ( DC`---------' 1 1 1 / `\ i i I I I Y"x 4" STUD MARKING POST PAINTED 1 1 1 I 6• CAP JJ WHITE WITH ME WORD 'SEWER' STENCILED SEWER MAIN TEE % 6" TEE j I j I IN 3" HIGH BLACK LETTERS AND 06 WIRE i i 1 SIDEWALK i W WRAPPED AROUND THE STUD AND 1 1 1 I i - EXTENDED TO THE TOP OF THE STUD i COUPLING TYP 1 1 1 1 .aA I # 6'X6'X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL. SPECIFY 'SEWER' ON LID). fT} CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAO (Ix CONCRETE PAO TO BE 6'IN DEPTH - i 1 r TT BEND AS g" REQUIRED /EXISTING SANITARY 1 SEWER MAIN-2.07G 41N SLOPE \\7 `FUTURE 4' SIDE SEWER \ 6" SEWER STU9 6"X6"%6" WYE 1FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER 1111I A VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK- FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC i C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0, DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNEC LION TO SEWER MAINS THAI HAVE BEEN LINED (CIPP, ETC). CUT IN A NEW PVC "TEE- USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), F HOPE - CORE -DRILLED WITH A ROMAC SADDLE 'INSERTA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALT. BE CORE -DRILLED AND USE NOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 S SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDO'NG IN ACCORDANCE WITH STANDARD PLAN 405 ALL SIDE SEWER STUBS SSA SE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB 51-D.PLAN -406.1 U{-T - UPUBLIC WORKS INSTALLATION T'C DEPARTMENT Martin PastuCfaW26/202 (SEWER MAIN TO PROPERTY LINE) .,....I..."..rr DATE EncomDass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 - IssaQuah, WA 98027 - Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 12: I CASTLE DEVELOPMENT TOWNHOMES RECORD DRAWINGS PACE OF CURB 61l2' Y In" R- y t"Ft. t:24 I L TOP OF IMP, ROADWAY T f� J w 1 - t,•6" � T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB y 6 1F2'_y FLUSH WITH GUTTER PAN AT SI DE WALK RAMP ENTRANCE :2 t24 TOP OF 112" R. ROADWAY „ i tlt DEPRESSED CURS SECTION AT SIDEWALX P-WPS 3917 SW 114 OF SE 114 OF SECTION 18, T. 23 N., R. 05 E., W.M. CITY OF RENTON, STATE OF WASHINGTON n CEMENT CONCRETE 117 - _ 1"Ei SIDEWALK RAMP VARIES OR LANDING FROM I { VTO0 I 6' T SIB' PREMOLCED JOINT FILLER CEM ENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURD -6t✓2�� SEE DEPRESSED CURB DETAIL THIS SHEET I L•2A TOP OF 1Y2' R. ROADWAY 1. 2" 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR GgMMEERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB • . 4l ', • GUTMRSURFACE PREMOLDED J01 NT FILLER E FULL -DEPTH EXPANSION JOINT 131F!' - 61F2" T" Srt R. - 1' R 1 I TOP OF ROADWAY I � V I s tI4- CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS GENERAL NOTES: 1. Sea standard plans 102 OW 101.1 fol aah expansion and contraction joint -spacing. 2. Expamion joint shall he full depth, 3/6" (In.) lommolded point 6Oer. 3. For Depromd Monolithic Drlvexay Curb A Gutter SacWn, sad Standard Plan 104.2 STD. PLAN - 101 O1'PA R'P4fENT a P1WORCEMENT CONCRETE CURBS /1 flA ALL 912 TURNS SHALL BE ACCOMPLISHED BY MAINS OF A WYE OATH CLEANOUT AND 4' BEND AS REQUIRED (NO L1t1EATER 45 BEND TWO 45' BENDS SHALL NUT' BE THAN AS' BEND) EVERY 2NB CHANGE C CLEANd1I WYE 0TH ACCEPTABLE (SEE NOTE TI) IN DIRECTION OR CRAVE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) I ' HOUSE H0115EI HOUSE$I HOUSE m 3 0•' MWIN Iy 4- SFWIeR PIPE SURFACE CLEA40UT 4" SURFACe 15". 6"x6" WYE t CLEA,IOVT (TYPICAL) 4•' SEWER -'PC. SEE NOTES 2 (Sa STO PLAN - 4C7) WYE r 4' TEST TEf WITH AND 3 MINIMUM UNE SITE FOR a" W' WITH 11 PLUG FACE UP DTHER :)TAN SINGLE FAMILY IS 6 I ROW LiITi I CLEAINOUT (TYPICAL) O % LINE I 3' MIN V 6"x 4" REDUCER V (TYPICAL) F MAIN SEWER LINE O ES IF THE SUFLOWC SEWER SERVES ANY FIXTURE HAMN O FLOOD LEVEL Rw5 LOCATED BELOW THE ELEVATION T PRIOR 10 LNSTALLATION OF A SANITARY SEWER CONNECTION, A a OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF a PUBLIC SEWER SYSTEM. A BACKFLOW PREVENTION RENTON PUilUC WORKS DEPARTMLNT DEVICE SUCH AS CLEAN CHECK EXTENDABLE • g BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2 FOR INSPECTION OF SIDE SEWER, CALL Z4 HOURS IN ADVANCE INSTALLED THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT Ly 4" FLEXIBLE COUPLING IFERNCD OR EQUAL] SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE YMEN INSPECTOR ARRIVES AT APPQINTT4 TIME 00 NOT BACKPLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR SURFACE ELCANDUT to 4"x 4"AC WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SOR 35 WITH RUBBER 4" PWmG GASKET .0NtS. UNLESS OTHERWISE APPROVED BY THE PUBLIC PLJ1N WORKS DEPARTMENT BUILDING DRAIN FOR 4 A MINIMUM GRADE OF Z% (1/4" PER FOOT) MUST BE MAINTAINED LDW ELEVATION HOUSE WITH A 4' PIPE IN THE EVENT A 2x GRADE CANNOT BE MAINTAINED WITH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6' MAMETER %C SEWER AT NO LESS g FEET R D w LINE RID W- LINE TO CLEANOUT Y. A THAN M SIDE SEWER BUILDING SEWER BUILDING STUB DRAIN 5 INSTALL SIDE SEWER WITH 2' WNIMUM COVER 16- COVER IS ALLOWED FEET MINT l­- AT THE HOUSE IF OII TLf F IS SHALLOW �3 6 ALL BUILDING SEWER AND 5FDE SEWERS SLIALL HAY[ BEDDING IN j/ ACCORDANCE h11[TN STAHQARp PLAN 405 q w% °: ? 'A ... 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM S FOOT v fjx� im DO --.5 '5 HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL .. 1+ n S 3 # 9 x OTHER UTILITIES El SUE SEWER TESTING SMALL CONSI5T DF PLACING A PLUG IN THE ut F lad v 2 n TEST TEE AND INSTALLING A 4-FOOT RISER PIPE ON THE CLEANDUT 4 o w AT THE BUILDING- THE SIDEWE SEWER PIPE SHALL BE FILLED TO WITH 3 WATER TO THE TOP OF THE RISER PIPE LOSS OF n I1 n NO wAT{R SHALL OCCUR FOR A PERIOD Or 10 MINUTES, THE SIDE SEWER MAY BE -.- - v CONNECTED TO THE RUILOING FOLLOWINC THE SUCCESSFUL m COWLET104 OF THE LEAK TEST 9 1HE CLEANOUT AT THE RICHT-OF-WAY SHALL BE INSTALLED PER n P--�-A-.N STANDARD PLAN 4061 THE QUeANOUT AT THE BUILDIFIC SHALL W BUILDING SEWER INSTALFFO TG SURFACE GRADE ALL OTHER CLEMOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12' 07 THE SURFACE 10 U SIDE SEWER STUB IS Not AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4051 ALL WORK WITHIN SIREEI RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL BIT BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC DF g0 t0 RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 www calibeloreyoud,9 Or[) 12 ALL WORK S--41L BE ACCCMPIPHED IN ACCORDANCE WITH FHE WASHINCTON MCIOSTRIAN- SAFETY AND HEALTh ACT (MSRA) TYPICAL BUILDING SEWER STD. PLAN -406,2 7 PUBLIC WORK$�cylg seer -±C DEPARTMENT FROM PROPERTY LINE TO artin PaStUchI126/202 BUILDING CONNECTIONDATE "FD9m68449D ' Ir ` 38375 - is SSIONAL 0912012023 NO. REVISION e' RAISED EDGE DETAIL _ SIDEWALX LEVEL ,� ExTEKD SIDEWALK TRAxSYEHSE l•P T-P' m•IIr7)R JOI NTS TO INCLUDE RAISED EDP Sa'(kI] WHERE APPLIOMFILLR TYPICAL LVHFBE APPLICADis: Rau DING 2-D% -s ,rr (rNI R frrP.1 i FOR CL1R8 pE'FAIIS -1. � k ► • + 1.a% SEE STD RAN 101 •� j 1'{INDR . �• _tiN •. y HNGROADWAY A • 4,�,'" `"" r l. + •w .t� CRU5HEB ROCK axS SEC RAISED EDGE f ,I+ 5'•D'- SIDCwALK DETAIL -TI0.3E `T3'PIGL UNPOT ORUSHED SURFAgNO TOPCOURSE(GSTC1 SIDEWALK CAN PA C; ICI 95X WCUIFIE3 PRpL iO� AIL MIN WITHRAISED=15; =LDS r ryrGmE.S R;,T)TCEME h0M ALL u ENGmERR1 TYPIG4L UNDER ALLCURB, ,rt (IBJ R [rYP-I GLITTERS 510-iVALK I:STC UNDER 2.67L T FOR CURB DETAILS O[1BB d OUTTER TO B26-Tt11CKNEs9 OR 1.5% %%% SEE STO PLAN 101 MATCH IM$THNG RGA0 WAY SAWHGQ R00K BASE, WHICHEVER IS GREATER VW. FOR AH�Y(FP- All CURB 6CaTCTERI 4 I, TOPEDON R 1•(INIBmW 1 TOP of nDNCRETI' BURPACE 7•P SIDEWALK ADJACENT- TO CURB t'-0• 1•-1Y PIN ROLL DING IYC GIN) R [GYP 1 FOR CURB DETALS 2Yh Ir 15% -: v N SEESTOmmla1 ;,.� • I BRIDGE DR PEOESTIR" ySyE7�'; kNDNG � .SY�' . FOR CURB OFTARS ADJACENT TO CURB BARRIER - SCE SIDEWALK Sa STU PLAN MI (STEEP FILL SLOPESl COYTRACT PLANS - F•---;vat OR BARRIER I 7TY TINT R. TTYP.1 .j f I SIDEWALK RUSH +fix •'��- 1fZ' N]R VERTICAL WALL- 5 •"�' SEE D7 TAIL Ye' Wi PREMCLOW JOINT F21ER �Ny ADJAGENT TO CURB AND RAI LING OR WALL PRO.t o JOINT FILLER FOR SIDE RUFFCR STRIPTREATMENT 51DEWNJC SI DEWALK ADJACENT TO WALL IJETAIL SIDEWAIx (SEE NOTE "I SECTIONS 1r2'(IhT A. t fTYP 1 FIXL CURB DETAILS 1'W +3x MAIL SEE BTO PLAN 1p5 BROOWD FINISH ORMATCH EXH511NG . H ,D• 4•IyOE SMOOTH I �1 TROWELED PERWITTrR FINISITYP GRADE 1' R P BELOW ,- FL J OONGRETEPAVED L SURFACE FOR PLANTIIK1- FLUSH N PAVED CEMENT CONCRETE CURB ADJACENT TO BUFFER STYUP J "-•� (CURB AND GUrTFRS-LOWN FOR CURB DETAILS �•D' SEE STD PLAN 101 r�t NOTES Tr6-TO1r4' r \ 1. Four fact Dfthe Slw(d[h 9hB0 CONTRACTION JOIN r ► by the minimum pe3destrdDabian % -�� � [N s1oEY+ALN ONLr T• .,�. BCCBasINO muge IAA,^., fNm of vE,rtkml / , 1. RJ`FL "• and hortzontel ahs. Gr4Ug9, ALnm3 FoYasJunction ��� A • • r ,.r Boilaa, FULL-0EP7TH LxPANgK1H JOIHTIN BOTH • Cable VeUIfs, Pull BOXBs and dKher �L - CURB AND SIDEWALK rin IoFu im i mLq eppurlenanca V11.hrn tha 9ldawallk 2W C CONTRACTION JOINT must be Ouch whh surface, and match \ grade Of vm aidewall. JOINT AND FINISH ` DEIAIL r s 2. MwQIW1 Cement Conuete Curb and I • ' Sldewalk lL not perrRlned In new For other eafaronced NOTES see *'+' • C, R� wWAFLtticn, When replacement work STD PLAN 104.2- a' neccsit-ales R Manolio C Cement 1OLD E COnCFEW Curb kdld per W5PDT pREh PRER ULD JOINT Standard Plan F-30.1 M3. Paved surfaces must cornply sash E FULL-DEPTH3. Conuete to Ne 4,000 PSI. STD PLAN 102-1 a6 applicable. EXPANSION JOINT - a PUBLIC WORKS CEMENT CONCRETE M. PLAN 102 DEPARTMENT 7 sloEw►rs,Rx j{ r DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 2 10' MIN. 5MIN. a E r J" HOUSE YARD DRAIN OR CATCH BASIN ' PLAN WITH SOLID LID ROOF DOWNSPOUT WITH OVERFLOW WYE AND SPLASH BLOCK PERFORATED PIPE TO BE LEVEL FLEXIBLE GASKETED ETE. CAP PER ASTM CLEANOUT PER STD. PLAN 226.00 6" MIN. 6" MIN. F HOUSE Z MIN . MIN. PVC, L 35 PER ASTM D3034 WFR11N2F 3/4'TO 1-1/2" WASHED DRAIN ROCK 6" DIA. MIN. PERFORATED PVC, OR GRAVEL BACKFILL FOR SDR 35 PER ASTM D3034 DRYWELLS PER WSDOT STD EN, SS304 10x10 OR SIMILAR SPECIFICATION SECTION 9-03.12(5) COOMPACTED BACKFILL 6' MI/� 6" DIA. MIN. PERFORATED PVC, SDR 35 PER ASTM D3034 6-MIN.. \ NON -WOVEN GEOTEXTILE FOR SEPARATION ON TOP AND SIDES OF TRENCH PER WSDOT SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 12' MIN. 12" MIN. ABOVE SEASONAL HIGH \V'\ X�/ GROUNDWATER OR HYDRAULICALLY r� RESTRICTIVE LAYER SECTION A NOTES: 1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES, BASEMENTS, OR ELEVATIONS BELOW THE OVERFLOW POINT. 2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100- MAX. WHEN LOCATED IN COARSE SANDS OR COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 29 IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER 1,000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 225.20 .•.� PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT aO°�edby: DEPARTMENT INFILTRATION TRENCH Oartin Pastucha $/13/202 ' b,QBk¢Q,9D... DATE SURVEYED: BUI DESIGNED: IWD DRAWN: TNF CHECKED: IWD BY DATE APPR APPROVED: CP SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1,75- THICK DUCTILE CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC, MSCBC-1324-R WITH READER LID AND 2' DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 7) IN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT ? 1 r PROPERTY UNE WITH 12" r (r LONG COPPER TAILPIECE. w 9' MIN SIDEWALK a 12" MAX I FlNISH GRADE z a > TOUCHREAD WATER METER TO BE 12" 36" MIN COVER ry nv \ SUPPLIED BY THE <l CITY i TYPE "K' SOFT o � COPPER TUBING \ 22-1/Z NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR I" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERUNE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSr-TER FOR 5/8"x3/4" METERrnp 5/8 0/4" ME�R: FORD SERVICE LINE TO METER. VBH72_15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-6-247D-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET L CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1' METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4- FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT, PADLOCK WINGS ON (1- FB1000-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT, NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX, RILL 2" DIA. HOLE FOR AMR (AUTOMATIC ETER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT UD NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. " PUBLIC' WORKS 34" AND 1" WATER SERVICE STD• PLAN - 920.1 ;O• DEPARTMENT f.N.. NOVEMBER 2009 DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA CONFIGURATION ON SLOPING GROUND DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL LPE ER STD. PLAN 226.00 L TRENCH WITH PIPE, SEE NOTE 1 5'• MIN. ILLICI s I I� I CLEANO N PERI STD. PLAN 226.00 TO STORM DRAIN SYSTEM , I --- FOOTING DRAINBYPASS5MIN.. CLEANOUT PER STD. PLAN 226.00 TO STORM DRAIN SYSTEM DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL h 10' MIN. LEVEL TRENCH WITH PERFORATED PIPE, SEE NOTE 1 1- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J CONFIGURATION ON FLAT GROUND PLAN VIEW OF PARCEL COMPACTED TOPSOIL OR OTHER CLEAN FILL NON -WOVEN GEOTEXTILE FOR SEPARATION 6" DIA. MIN, ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC, SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 SDR 35 PER ASTM D3034 SOLIDS/ LEAVES n o o \ \//�� � / \"�\\ . D FILTER SCREEN 18" MIN. \� V D 3/4" - 1 1/2" WASHED DRAIN ROCK OR GRAVEL BACKFILL D D DRYWELLS PER WSDOT STD. ZIO \ SPECIFICATION SECTION 9-03.12(5) GROUND \� D/� D D D D �24"MIN, UNDISTURBED NATIVE SOIL g TYPICAL DOWNSPOUT MIN. V ABOVE SEASONAL HIGH FILTER DETAIL GROUNDWATER TABLE SECTION A NOTES: 1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF. GENERAL NOTES: 1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT. 2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER. 3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25%. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 263.40 PUBLIC WORKS PERFORATED STUB -OUT APP R DEPARTMENT CONNECTION Martin Pastucha 11/2/2 bIFD98B449D... DATE Know what's below. Call before you dig. CITY 0E RENTON Planning/Building/Public Works Dept. DWG# R-421506 S-421502 W-421502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CASTLE DEVELOPMENT TOWNHOMES AS -BUILT CONSTRUCTION DETAILS Z W 75 n O J W LU DATE: Q 09/29/2023 FIELDBOOK: `,I„ I PAGE: DRAWING NO: I- U) SHEET: OR DDCuSign 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