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HomeMy WebLinkAboutzW-3860Setmm® STA: 4+30.84, 4 0 �' L T Sm CAP W1`TEMP.\ 2`4.0. ASSEMBLY AND RMRUST BLOCKING 4 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., VI -M. EX. CB CITY OF RENTON, STATE OF WASHINOTON RIM=441po1 \ s I LAI "s INV=435.91 (18-N) N call I INV=435.46 (18"S) EX. CB . 4 S"8d19'301PE 396.28' II I RIM=441.03 36 II I INV -437 4 12"CMP _ '19'30' a 30.00' \ 18 ° � u I I ° LOT 5 LOT�" ' A 4a 9.5 DEDIC T10N 3 11 I ❑, 972 sq ft. 4, 982 s . ft. \ LOT 2 u I A TI 0.11 acres q 4, 829 sq. ft. d II , A 0.11 acres 0.11 4,831 sq. a n acres LOT � II I (PHI VA I F OF WNAPPROX. LOCATION CITY OF CAUTION RETENTION TRACT) _ _ = 0.11 acres 7,510 s .ft. u ' AKIN• FF 442' q SEATTLE 36 MMA � 436 N. FF -� o (PUBLIC ACCESS SEMENT TO CITY) ,�,� 0.17 acres w _ n I -CALL KA IN ILLMAN OF SPU \ MIN = hIIIN. FF = 442' / I w �;1 1(206) 6so-ldrs PRio" Tn ANY WORK NEAR WA TERLINIE, / --�--- I o a DK��NGy POT}IOLIWG, ETC. \ . . . . a , II qf I II cuCc ti�chr Cx 86o 181R T isi n11 522 SA. 2+ 1* WATER METER, TYP. i �l. 2 .26 r .... ' .... SFp 1a6 10' PUBLIC SEWR%WA TER 1.s5 f�433.22 O6 NW Wc,(l PRIVATE STORM EASED INV10 PULIC SEWER/WATER & GRAPHIC .�SC ALE , INV433.05 (8E) PRI VA TETORM EA SEMEN T \ �-------I I . . . . o zo o 10, zo -- - - - -- LIII �, , :•. � J I ---- / a S 6„ PC SEER SERVCE ..... STA. 2+45 . •. (u°j Zs (� SII I I STA. 0+00, 1 d'RT _ 1 ) I .. ... ... . . . s - - - - -- % STA. O+afI =439.95& (MATCH PAYING) IN F EETO 200xTYPSTA. 1+42 INV=431.05 (80M) 1 inch 20 ...... .......... ........ N8„ PVC •7 I I EX. INV= 430.95 (dN&S) now so's WWI .�. • # • « . ....... TR _AC T -`B V.2 e 0 •1 EX. FIRE HYDRANT- - - �. Ell 0 00 all We x STA: -0+1&6Z &91" LT I I , _HOT TAP C014NECTM TO .04 EX. 8' CITY 1111147ERMAIN I i51 I� _ A ] 01 TAPPIING VAL If 1-6" GATE VALVE (FLXMJ) 112" 1-8" GATE VALVE (MJ) 1-8"X8"X6" TEE (MJ"WL) 1-8" GATE VALVE (FLAWJ) REBAR W/ MEGALUG FLANGE ADAPTERS ON r LEGS II I n I 1-d" ADAPTER (n -*J) & CAP 1-6" GATE VALVE (FL)dWJ) I� 6" DIP CL.52-CUT TO LENGTH6" DIP CL52-CUT TO LEWIN 1 -FIRE HYDRANT ASSEMBLY\ \c� 1 -FIRE HYDRANT ASSY EEI W W W/TFIM!'!!ST BLOCKING C,) W/THRUST SLOCKMMG SSMH RIM EL=439.45 IE 8"PVC(NE)=431.10 IE 8"PVC(N)=430.80 IE 8"PVC(S)=430.75 4•-8" 45■ B11 M0 (MJ) 1 �-8"X8"X6- TEE (FL.) LUW P/. � ►AC T + /U. Uu W/TMR+U T >�OpC ,\ �- " LOW PT ELEV: 440.65 � p' H N 1-8� GATE VALVE .(FLXMJ) �as. 1. BMP'S SHALL BE PROVIDED ON EACH LOT TO + 1_8. GATE VALVE (FLxMJ) o PVI STA: 1+70.00 0 TREAT 1400 SQ FT OF IMPERVIOUS SURFACE " o ao 0 0o HIGH PT. STA. +74.44 1-8 ADAPTER (F`LxtAMJ) �1 �,�. C�M1K� r PVI ELEV. 440.45 PER LOT. SEE TYPICAL BMP SHOWN ON THIS 0 0 0 o HIGH PT ELEV: 441.38 ,, 6" DIP CL52-CUT TO LENGTH + K. 40.00 'n " SHEET. �''. 1 -FIRE HYDRANT ASLY �.�N1 fF Let It N LVC: 80.00 ± o PVI STA = 0+55.00 0 2dt LFNd DIP Gti52 450.00- - --- - - - -- --- - 450 IMA TER�MAMN 2. ALL ON -LOT IMPERVIOUS SURFACES BEYOND w/RUST e�.oE,IuG h��AU�t� �N °� Co + tr- K 5.5. + - THE 1400 SQ FT PER LOT SHALL BE PR POSED GRADE 6# W AM 06 '-� m o O STA. 0+15.62. 6.91 LT CONNECTED TO THE STORM SYSTEM THROUGH A 1-4' Mt)D ru nc cn> > ru _ . C, yr, _ 54. 60 W HOT TAP CONNECTION TO EK PERFORA TED PIPE. 4 3 0. 0 STk 24 aK 1 !R r - - - --- ---- -- 430 I W1 1 u Ltivu 1" " -- STA. 2+00 -SEE DEFLECTION DETAIL BLOWY CAP W/ TEMP. 2 B. o. _-���- +�` 2 " " STA. o+ 1 a� r ASSEbK Y AND TIMR'UST 153 LF, -8 DIP CL52 -�------ 112 LFNB DIP CL52 Rel ..441.62.. 1-d GATE VALVE (MJ) 20# LFNd" DIP 0X52 IMA AW BLOCKWG WATERMAIN INV=433.22. (6"NMS WATERMAIN RW 430.95f (MATCH PA MING) nN=433.05 (8'E) MNV=431.05 (8V .137 LF, -8" DMP GY.52 WA TERMAMV EX WVm43Q95 (8Nm) 4 2 0.0 C)- --- - --- - ----- ---- --- -- - - - - -- - 420 TRACT B APPROX. LOC�4TiDV GyTY OF USE d" D.I. CI.50 SUMER PUpE SEA TILE 36'" IMA TERLIME TO 10' BYE 36" WATER - 1 "=20' HORIZ. CALL KA TIMI ILl.AIAN � S�'iJ -ITER LENGTH OF PIPE 1"= 10' VERT. - UNDER IMA T1ERK.MME (206) WO -1875 PRIOR' TO -PIPE�DOIMNG PER & P. u. ANY WW NEAR WA TER .IM DIAD K PODM IAK EIC, SAC'S PER KATI ILLMAN A(n nr� O� �� `�`VJ `O NLfj � �O d- op LC) cc n� �� n��� 4+35.92 4+00 3+50 3+00 2+50 2+00 1+50 1+00 0+50 0+00 VERIFY MEGALUG Ft-AN@F 41 ADAPTER, TYP. HYDRANT TEE W/ MEGALUG 6' ADAPTERS ON 8" LEGS EXISTING 36" WATER LINE i ' 1' MIN TOPOGRAPHIC & BOUNDARY NOTE TOPOGRAPHIC AND BOUNDARY SURVEY SHOWN HEREON WAS PREPARED BY TOUMA ENGINEERING IN 2014. 36" WATERLINE SHALL BE POTHOLED TO VERIFY EXACT LOCATION AND DEPTH PRIOR TO CONSTRUCTION. THIS INFORMATION SHALL BE PROVIDED TO ENGINEER FOR AN EXACT DESIGN. 2-8" 45' BEND (MJXMJ) 6' W/MEGALUG -F� ADAPTERS, TYP. CAU CITY OF SEATTLE 36" MNTERLINE -CALL KATFM IILLAMAN OF SPU (206) 000 1875 PRIOR TO ANY WORK WEAR WA TERLM& DKW MG, PO7EKXAr4 ETC L`aNCRE1E THRUST BLOCKS PER C.O.R. STD PLANS 330.2 do 330.3, SEE SHEET C5.1 L Amb- Ofth ..,� F7 Know what's belOW. Cell bore YOU ON a aZ � r- .- c`o Lf)_ \ C C O �Z ¢ 9 W m m m o Co cin � 2 Q LAJ i cc Cr U V) Q; Ctax OW o � WCr p �O ��►ME8 � 38288 ISTO•� C AL W n� V oc QD O ` V) r- Z o W Q) �z�n n `> W -.J __j m ry Z W C) V) LLJ Cl-Cry W i - O 0 N 0 M i _ G1 G1 -• M � N 4 x G1 o o N LL. o Z NM C1.1 rv) }- M MLIJ V N ,d. c c z � •h V) C� r� 00s • 0 v Q N Z E� Coco W Z E _ m o Z N U Un u �V) -C: N V) Lu OQ W V) JOB /MO■ 15515 DATE 10/26/15 SCALE 1 "= 20' DESIGNED TJR DRA MW JEF CHECKED TJR APPROVED TJR $MET C 4. 1 a aZ � N 0 0 C Z44, O Z C O �Z 9 m D Cn D T S N 0 0 C Z44, O O Cn D T S FACE OF CURS 4"2""" .. S ii2" t, %24 ..." T OP OF ? 1;2" R, ROADWAY r•.� v D CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE; OF ADJACENT CURB 6 112" FLUSH WITH GUTTER PAN AT SIDEWALK RAIMP ENTRANCE, 1;12 1:24 'lop OF R tA01NAY • l DE'P'RESSED CURB SECTION A T SIOEINALK RAMPS CEMENT C:OxNC:RE T F 1;2" Fi.. SID01VALK RAMP ?' I2 LANDING vARIFS w...,, r FROM .. _.� 3i6" G'If.EMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT Sit.)EVVALK RAMPS AND LANDINGS 'ACE OF ADJACENT C„ 1iFIS 6 12„ . SEE. DEPRESSED CI,1RS DETAIL THIS SHEET S.24 TOP OF 1„ 1;2,, n. ROADWAY ...1 DEPRESSED CURB SECTION AT RESIC)ENI'IAL DRIVEWAYS ONLY. FOR COMMERCIAL. DRIVEWAYS SFE STO PLAN 104,2 FACE O:: CURS Ei 1t2" .. FACE OF ADJAGE NT C ,IRCI a � '��, �., ,4 to POF ' ROADWAY GUTTER SURFACE t • R. A % 6 !,A" R. CEIMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL, AT" HESIOENTIAL Oft uOMMERCIAL DRI;1EtrVAYS, AND AU E'M'S GENERAL NOTES: 1. See sh3ndfiard plans'102 and 101.1 for curb axpan I(y,, aand € artlraclim. joint pa+ rx1. 2. Not used, 3. I ur Depressed Monolithic Onveway C;uits Gutter Section. see Standard €Mara 104.2 _N STD. PLAN " 101 + + Pt," 3 'iC WORKS KS CEMENT COHCRETE CURDSR ED, DEPARTMENT AVO Ott ITEM {aNCLUOf„?a SJ-104ALF RAMPSS 1 =a LE tat' PAv1Ea _..._. r I wriwAv wousReo I 3t5" EXPANS" ,JOINT (TY'P„� (� P.? � iS£E STa3. PLAN 1ti2 I € € `'� �.,Is£E srl PLAN 1i c) Ct:A161iT CsWiC11ETlw ` sIdEWALK f '_EE NOTE 5q j PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. PROPERTY LINE IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED FUTURE 6" BUILDING SEWER PIPE �;� BUILDING SEWER Ell .1 UJ _J z x 4" STUD MARKING POST PAINTED TEE WITH 6" SIDE OUTLET 6"X6"X6" WYE WHITE WITH THE WORD "SEWER" STENCILED > SURFACE CLEANOUT NTH IN 3" HIGH BLACK LETTERS AND #6 WIRE X CAST IRON RING da: COVER W WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. Of 2975 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID, 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FORINSTALLATION) . ., h ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN NTH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). - C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. v� 1:3:5 MIX tx �\�GO CONCRETE BLOCKING��- ��N tis NG�tE G� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN. MAIN SEWER MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE PUBLIC WORKS STANDARD SIDE SEWER STD• P•,%N - 406.1 } INSTALLATION r4"CLEANOUT + DEPARTMENT i 1 PLAN (SEINER MAIN TO PROPERTY LINE) JANUARY 2013 PROPERTY LINE LL , mom...._. CL3!•IST RUC:T ION JOINT .. _ SEE NOTE 1 ""� CEM E14T CONCWTE ' tiAMP MIIrM 1911:1 V B CURB 6 GUTTER SLOPE (TrP. r {BEE 1`40':'E 3) ^ 3ia!" Oa3sYTTtA►C'TIt1N JOINT {rYw.I ; iREE STD KAaN 102, PLAN VIEW JYPE C3 SHOWN, C 1 8 C2 S G -MAX SIMILAR) (SEE NOTE 42 VARt {a3�E Na LG t 8.31, MAX, VT NOTE D {'YP). tom, DEPRESSED CURB J< GlilleR - Curt* corac± rt ' ' isee NOTE 3) sWEWALK SECTIilN €3EE s?a7, PLlurt , �- 1:3' ti {TYsr SaK*WALK ARDTH asp V;FF r 1qz-Ncr Iry s; Wlv M. .... .... - t CRhtYVAr SME SLOPE ;5t. 7+"E 3ttavt9d 1:7V!:3r„;wit ' t Sttr ear"Wav a:RIVEWArWrRELATIVE •n. W." TWE SLOK Owef, $F0.'i m Ex ncefulm r / For NOTES see STD. PLAN 104.2 S'I'D. PLW -- 144.4 PUBLIC; WORKS CEMENT CONCRETE DRIVEWAY + ♦ DEPARTMENT ENTRANCE - TYPES CIE C28 PPR ED: s s C38, and C-MAXE (WITH BUFFER) TL. r r .CEMENT CONCRETE GUTTER r ,r We NOTE 3) CIN�Ni OW MONOLITFMC OONCIIN1�t IRE OETA L TliS SHW f TYPIE C2B M ISOMETRIC VIEW (OQWMII1111GIh,, WRH BUFFER) NOTE$ t. Whelrt • df vaw width once*& 15110K oofdbW s tai dspVt Oft MIMMI 3W � INK ati0lp NM1rN Mneel (s1sf std. i0Z- CoIrekvd slwuliar joitrls` j� v t tl w oslris ik inst 16' drr mn wrn tpwft Wttsn drlwmy wWd smand W. 2, Seal silt. *n 102 tat sk's III d dabOL 3. Curb lull 6utW show, o0w curb dnigrte meq be sps ft Sae Sid, plan 101 tictr a" 49 Ms. S. TM sgw. w1M d*vpn #A dr� to� OwaMlm at d 1QP an wM s�I�nbot " ', AN ekwakorls we at ft bet* of 6. Not Uad. 7, For Drirleswlsy VM1dtlIs ser DRIVEWAY STANDARDS (1Ns NOTE 10). The slgsw*w )Dk* (ser srsK pian 104 s1shIMI be spleosd ss sttawn Int ttt» eoerssporldlnp t�ontstic vlsw. FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic ALL 90' TURNS SHALL BE ACCOMPLISHED -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an BY MEANS OF A WYE AND 45' BEND. TWO z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. THAN 45' BEND). EVERY 2ND DEPRESSED CURS DETAIL 4" CLEANOUT WYE WITH AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS CHANGE IN DIRECTION OR GRADE w ' 45' BEND AND PLUG. 2. Types of pipe and fittings that can be used for sanitary sewers WILL REQUIRE A SURFACE = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or CLEANOUT WYE. I W Z J I W z W Z HOUSE � a J � HOUSE �� J r HOUSE al HOUSE 0 0 aOf a a 0 a Z o C -�� 3 -0" MIN. SURFACE CLEANOUT E I: 4" SEWER PIPE I (TYPICAL) 6"x 6"x6" WYE 4"x 4"x4" WYE 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) SOFT r4"CLEANOUT 4" TEST TEE WITH AND 3. MINIMUM LINE SIZE FOR i 1 PLAN 4. For inspection of side sewer, call 24 hours in advance. The PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" PROPERTY LINE LOW ELEVATION HOUSE G (TYPICAL) PROPERTY LINE 3' MIN.`O z OR 1" i 6"x 4" REDUCER(TYPICAL) GALVAN!ZED t= -MAIN Z SEWER LINE?� PROPERTY LINE FROM THE HOUSE BUILDING DRAIN x FACE Cr aim %OUR Ira C 11011 JCeft our am tiYJlb OETAE ata twuw tet ` a tun' : r _ lAr ft OF i......•. • , '. NOTE: SWVa"y 1.0"Or t,XWO L D'AHMN JtTtN'tat INWJL K 1'IJLL Qr1aN OEPRESOED M0"M THIC CUFN A i#LtTTER DETAIL Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic NOTES: -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an I. Prior to installation of a sanitary sewer connection, a side -sewer z s , . F ~ - It �+,r ..-- VJWACE IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING permit must be purchased from the City of Renton Public Works xa < FLOOD . ., h LEVEL RIMS LOCATED BELOW THE ELEVATION Deportment. o DEPRESSED CURS DETAIL OF THE NEXT UPSTREAM MANHOLE COVER OF THE AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS zPUBLIC o w ' SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH AS CLEAN CHECK EXTENDABLE 2. Types of pipe and fittings that can be used for sanitary sewers CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - BACKWATER VALVE OR APPROVED EQUAL SHALL BE shall be approved by the Deportment of Public Works. Rubber or `n Lam awovftwo INSTALLED. fi neoprene gaskets as specied by the manufacturer, sholl be m a� used on joints. 0 m 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) Z o C 12 , 3. A minimum grade of 2% (1/4" per foot) must be maintained w SURFACE CLEANOUT with 4" pipe. In the event a 2� rode cannot be maintained, the P P 9 M � 4"x 4"x4" WYE n a Cit owner must sign Y of Renton grade release form and then TYPE "K" SOFT 4" PIPING can install 6" pipe at a grade of 1%. 1 COPPER TUBING PLAN 4. For inspection of side sewer, call 24 hours in advance. The BUILDING DRAIN FOR inspection phone number is on the side sewer permit. Site LOW ELEVATION HOUSE must be ready for inspection and representative on site when IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" inspector arrives at appointed time. Side sewer and stub shall TO BE INSTALLED IN THE FUTURE GALVAN!ZED be tested per City specifications. Make the connection at the MAIN TO PROPERTY UNE 5'-0" 5'-0" house. Do not backfill the ditch until approval is given by the PROPERTY LINE FROM THE HOUSE BUILDING DRAIN inspector. Final approval will be granted after the existing septic SIDE SEWER BUILDING SEWER 2'-6" tank has been pumped out and filled with sand. 3' -0" 3'-0"MIN. 5. Install side sewer with 2' minimum cover. 18" cover is allowed -TO I6. at the house if outlet is shallow. If side sewer stub is not available. The owner shall be or •� m a _ n �, a. $ o� � + x + responsible for its installation per standard drawing 406.1. All Co i max.= _ rn work within street right-of-way shall be done by a licensed and z o Orn -VI a rn 0 n 4 rn+ v = y Z r- 0 � '� bonded contractor. �OZ A inn r PzoA CX Z I ?m pX r= m rn m o ll C rn z 0 o W 7. All work shall be accomplished in accordance with the Washington ( zaaa Z$ O C) C -t : Z O = A r J0 !'� rn o m r O C O D D Industrial Safety and Health Act. (KASHA) � 'Jarn� pin n o C I 0 > S (n (n O zC zcnzc� c �c+ �� 8. All trench restoration for side sewers in the blit right-of-way 9 Y rn .0, rn sholl conform to the most current trench restoration st �z I a, W 01 D rn z requirements as in the Renton Standard Drawings. v X• rnm -Z o Chz500 rn 9. All building sewer and side sewers sholl have bedding in 4 x' tog rn y - 01 accordance with standard drawing 405. Cr.CC4 >U�„ 0 ��ME$ v z 2 m 10. There shall be a minimum 10 foot horizontal separation between �362ai a4� � rn V sanitary side sewers and water services and a minimum 5 foot -c horizontal separation between sanitary side sewers and Qlj other O o utilities. V) Z W W O O Z W=� U Q J m CALL FOR LOCATIONS BEFORE YOU DIG o C Z Z W 0 U 48HR LOCATORS 1-800-424-5555 Y. PUBLIC WORKS TYPICAL BUILDING SEWER S'I'D. PIAN - 406.2 + ; + FROM PROPERTY LINE TO / , DEPARTMENT SUILDING CONNECTION SEPTEMBER 2012 8. Slaps shah conlpiy with III III olin - R303 01 or R303=2.2 or x :.- FACE OF ACUACEW CUfW IR,M.0 of to Rewieed Daft GaWleR se for Aameibie Ptotic 12" MAX -of.W*y ufNovambw 23, zoos (i OWAIn / 9. Curb ,@M, ai for elrty Type C4AAX OrivmW maybe approved an 0 b"W. s , . F ~ - It �+,r ..-- VJWACE 10. STREET STANDARDS = Rw ton Munkipef Code (RMC) ' Thk IV Development PAvAWmrls . ., h CHAFMR 6 STREET AND UTW" STANDARM -` Sedlon 4-6-M S1'RrE>E T STANDARDS DEPRESSED CURS DETAIL AT MMOVITIIAL OR COIbIQeIIRk".fAt. 0MVIEWAYS, NO ALIMYS DRIVEWAY STANDAMS a RI>oWn Munilelptll 'Cods (RMC) w ' Tide IV oswiopnlent lteti % ROM DtivExam TYPE CIS =Y CHAPTER 4 = R•�I1rrMenesh C�t',elaru111rlolalt '......,. - �. - CFTY VIDE PROPERTY DEVEu.»MENT STANDARDS, OluRlfflrratt.aAsls....,.,^.,.,.,.^,..._._._.,..,,._.,�......_,_.,_..__._....-._.:...,....._. 5er"r, 4.44= PARKING, LOADING AND DRfVEWAY Lam awovftwo REGULA710Ns t l' p). BNart1<•Nb ilWllur _ __ ............._...._..._ = PUBLIC WORKS CANT CtiNCRETE DOOMFUWAY Ol !! PLAN - 1Q4.S._.. DEPARTMENT -NO AND MITA +" - 'soma\ 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 12 Y4" --- 14" 2" 1 Y" 4 I---- 1 1 It - 12Y4"- 14" - CAST IRON RING �- RECESSED LIFT POCKET V - 11 N.C. SOCKET HD 2" A. C. 2'-Opr SCREW 1 Y4" LONG (BRONZE OR S.S.) A- rA x 2" RAISED PADS ~` 6" CONCRETE CLASS 3000 SAND OR EXPANDABLE FOAM WATER TIGHT PLUG B 45' (1/8) BEND 1 } 2„ 8" C3 X\G 14P �0 ) BEND PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS 8 O 6 INCH CLEAN-OUT �''M'i R DEPARTMENT FOR SANITARY 94MUR MAINS SEP'PEMBER 2011 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT UD (SEE DETAIL A -A) - 36" MIN COVER I NEW DUCTILE IRON WATERMAIN `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 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. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 9" MIN 'J TY j PR!VATr 12" MAX FINISH GRADE PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF of t No0 -' ,� WAY INSTALL METER BOX AT -' 22-1/2' O `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 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. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; 'J TY j PR!VATr N O O PIPING I P!P.N'� 0 _Z ( IN UNIMPROVED RIGHT OF Z t C -' ,� WAY INSTALL METER BOX AT -' O O ' PROPERTY LINE WITH 12" ' O X ' LONG COPPER 'TAILPIECE. w ' 7> 0 SIDEWALK aI a� TOUCHREAD WATER m METER TO BE 12 , SUPPLIED BY THE z Q CITY > TYPE "K" SOFT o 1 COPPER TUBING ~ n IF SERVICE UNE TO HOUSE IS xz�3//4" OR 1" TO BE INSTALLED IN THE FUTURE GALVAN!ZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING `�- LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER CQPPERSETTER FOR 5/8%3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: .3/4-6-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK, VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD V81-172 -15W -44-44G, OR TAPERED THREAD (CC). QUICK JOIST McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2 (3/4" F81000-3-0) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE .AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES tNSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A' A - DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 7 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB 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. M. PLAN 920.1 _ 34" AND 1" WATER SERVICE - . L Know whes below. Call before you dig. IN COMPLIANCE WITH CITY OF RENi'ON ANDARDS BY: BY: Date: � BY: Ddt+e: BY: Date; is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD O O O O MM M 7> m UU U ( zaaa CC CC rx CL z z z 2 Cr.CC4 0 ��ME$ �362ai a4� ;/ 71. V) r V O r� 0 V ) J V) Z W W O Ln 0 Z W=� U Q J m Z U) o C Z Z W 0 U C) CN In O M et' � r N � ri. o 0 X N Ll. V)o Z N M M � MW �. LL.� _ O Vgo�� CL c ■ c O � 00 z ■ C� 3Q3N Z E00 0 W CM2¢ UZ- 0 � w O Z N V W = ■ a✓ aV V N I- LLI 00 w O Z �a Joe NO. 15515 DATE 1012611 *CALE 10-20' Dt'D Tam D1U NM XF TA A~VED TA *MET C5. 0 is N O O c rr I--1 Uq CD ir a 0 z z I:r7 r C a 0 CD 7- O M MM M 7> O M z z C 3 m M N O O c rr I--1 Uq CD ir a 0 z � I:r7 r a 0 CD rr D O a 0 CD rr D ' Y V Y ir r y 3 FRAME AND VANED GRATE Y 6" nR 12" � � t •I i - ONE #3 BAR HOOP FOR 6" HEIGHT - TWO #3 BAR HOOPS FOR 12" HE.CHT RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL i INSIDE DIAMETER j REINFORCED OR -� 12"` I PLAIN CONCRETE ALL METAL PIPE 15", f CPSSP* 12" I (STD. SPEC. 9-05.20) j SOLID WALL PVC 15" I (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC { 15" (STD. SPEC. 9-05.12(2)), * CORRUGATED POLYETHYLENE STORM SEWER PIPE #3 BAR EACH CORNER 18" MIN. 93 BAR HOOP -- SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION I Y�o I I STD. PLAN - 200.00 PUBLIC WORKS ! CATCH BASIN TYPE 1 I DEPARTMENT MARCH 2008 FHT° TESTING DETAIL -o rr 0 NEW D.I. WATER LINE -�� F_ TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CCNNECTION DETAIL PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON NOTES CATCH BASIN DIMENSIONS 1. As acceptable alternatives to the rebar shown in the PRECAST BASE W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN SECTION, fibers (placed according to the Standard Specifications), or CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER HANDHOLD wire mesh having a minimum area of 0.12 square inches per foot shall SIZE NF -4777 RECTANGULAR ADJUSTMENT SECTION 4" 6" be used with the minimum required rebar shown in the ALTERNATIVE OR CIRCULAR ADJUSTMENT SECTION I 4.5" m , • GROUT. TYPICAL (SEE NOTE 5) 8" 0.19 C 19 PRECAST BASE SECTION. Wire mesh shall not be placed in the 5" l 48" 8" 0.25 025 I ' •' FLAT SLAB TOP knockouts. #3 BAR EACH CORNER f /{ 12' 035 024 I 36" ;� /� 2 The knockout diameter shall not be greater than 20". Knockouts shall �f 8" o 72" � I have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" 12" 84" 12' 0.39 0.29 ; N I O minimum gap between the knockout wall and the outside of the pipe. O STEPS OR LADDER 0 After the pipe is installed, fill the gap with joint mortar in accordance #3 BAR EACH SIDE / , STEEL (TYP.) 0 f /� with Standard Specification 9-04.3. BACKFILL FOR 0 CA: CX PIPE ZONE BEDDING 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. #3 BAR EACH WAY ---'� I 4. The frame and grate must be installed with the Flange down. PRECAST BASE 91=10" 5. The Precast Base Section may have a rounded floor, and the walls may SEPARATE BASE INTEGRAL BASE be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7 Ail pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with c Standard Specification 9-04.3. #3 BAR EACH CORNER 18" MIN. 93 BAR HOOP -- SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION I Y�o I I STD. PLAN - 200.00 PUBLIC WORKS ! CATCH BASIN TYPE 1 I DEPARTMENT MARCH 2008 FHT° TESTING DETAIL -o rr 0 NEW D.I. WATER LINE -�� F_ TAPPING TEE (MJxF0 VERTICAL CROSS(MJxFL) FOR POLYPIGGING TAPPING GATE VALVE (FL XMJ) 1 -BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TEMPORARY PLUG, (MJ) WITH 2-!:'..H rA.P 1 -BLIND FLANGE ON BOTTOM AND 2 -INCH BLOW -OFF ASSEY-B,LY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CCNNECTION DETAIL PORTION OF THE NE 114 OF THE NE 114 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON "0" RING GRAVEL BACKFILL FOR 6' PIPE ZONE BEDDING SEPARATE BASE PRECAST 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG CATCH BASIN DIMENSIONS V BASHALL W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN WALL CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER HANDHOLD THICKNESS SIZE NF -4777 RECTANGULAR ADJUSTMENT SECTION 4" 6" , OR CIRCULAR ADJUSTMENT SECTION I 4.5" m , • GROUT. TYPICAL (SEE NOTE 5) 8" 0.19 C 19 60" 5" 8" 48" 8" 0.25 025 I ' •' FLAT SLAB TOP UJ W. 12' 035 024 I 36" I-. Z_( i s 60" �f 8" o 72" U. - 72" ' -- - 48', 54". 60', 72". 84" OR 96' 12" 84" 12' 0.39 0.29 O MORTAR(TYP.) O O STEPS OR LADDER 0 ;_1 MORTAR FILLET'FORCING STEEL (TYP.) 0 inGRAVEL BACKFILL FOR 0 CA: CX PIPE ZONE BEDDING N cyc SEPARATE BASE INTEGRAL BASE CAST -IN-PLACE PRECAST WITH RISER tj (n "0" RING GRAVEL BACKFILL FOR 6' PIPE ZONE BEDDING SEPARATE BASE PRECAST MOTES 1 No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG CATCH BASIN DIMENSIONS CATCH BASHALL W) MAXIMUM MINIMUM BASE REINFORCING STEEL I BASIN WALL BASE KNOCKOUT DISTANCE int/ft. IN EACH DIRECTION DIAMETER THICKNESS THICKNESS SIZE BETWEEN - KNOCKOUTS SEPARATE BASE WTEGRAL BASE 48" 4" 6" 36" 8" 0.23 015 54" 4.5" 8" 42" 8" 0.19 C 19 60" 5" 8" 48" 8" 0.25 025 I 72" 6" 8" W. 12' 035 024 I 36" 48" 84' LU 60" 84" 8" 12" 72" 12" 0.39 0.299 - 72" 60" 12" 84" 12' 0.39 0.29 MOTES 1 No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20) Standard Specification 9-04.3. z (std. Spec. 9-05.12(1)) 3(Std. Spec. 9-05.12(2)) ~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.� ' i'' DEPARTMENT MARCH 2008 NEW D.I. WATER LINE I, \� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL. ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. j CONNECTION TO WATER MAIN WITH PLAN 900.1 ' ' r TAPPING TEE & VALVE I FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE tO*D THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL FIRM SILTY SAID 90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4* FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2' 0m KNO BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0 6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4 ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5 12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5. AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TO THE FACE OF BLOOC MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR M. Ptd - M.! PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG ALLOWANCES f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASHALL W) SECTION LENGTH TO FIT. VALVE NUT EXTENSION Q. SOLID PROFILE DIAMETER ONCRETE METAL CPS I WALL PVC 2 WALL PVC 3 48" 24' 30' 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42' W. 36" 42" 72" 42" 54" 42" 36" 48" 84' LU 60" - 54' - 36" - � 48" --- -- 96" - -FA - -- 60" - 72" 60" 36" 48" 5 All grade rings, risers, and castings shall be set In mortar In accordance wl , Corrugated Polyethylene Stour, Sewer Pipe (Std. Spec 9-05.20) Standard Specification 9-04.3. z (std. Spec. 9-05.12(1)) 3(Std. Spec. 9-05.12(2)) ~ �. PUBLIC WORKS CATCH BASIN TYPE Z� PLAN.� ' i'' DEPARTMENT MARCH 2008 NEW D.I. WATER LINE I, \� AFTER ALL CLEANING BY POLYPiC, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CON14ECT TO VALVE WITH D.I. SLEEVE (MJ) & J.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCT!'_E IRON OR EPDXY--COATED STEEL. BOLTS AND NUTS SHAL BE COR -TEN. .ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE 1'APS ON CAST-IRON WATER LINES. TAP SHALL BE A f LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALT_ POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL. ALIGNMENT OF EXISTING UNE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. C+TY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. j CONNECTION TO WATER MAIN WITH PLAN 900.1 ' ' r TAPPING TEE & VALVE I FIRE HYDRANT SHALL BE COREY -TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 11-1/4' BEND 22-1/2' BEND 45' BEND CAP TEE tO*D THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR COMPACT SAND COMPACT SAND do GRAVEL FIRM SILTY SAID 90• 45" BEND 11 1/4- 90" 45' SEND 11 1/4' 90' 45' SM 11 1/4* FITTING BEND TEE I CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG A 22 1/2' BEND TEE CAP OR PLUG do 22 1/2' 0m KNO BEND 4 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1. 1. 1.8 1.0 6w'- 13.3 9.4 9.4 is .7 4.7 4.7 1.9 0 3.5 1.4 ii 3 16.7 16.7 6.7 11.7 18.4 8.4 3.4 6.4 6.3 1 6-3 2.5 12 .0 37-51 37.5 1 15.0 1265 -1881 10.0 1 7.5 12OLO 114.014.0 5. AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' WIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0' MMI. COVER FOR WATERMA►N 12' OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BEARING AREA REFERS TO THE FACE OF BLOOC MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2'). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR M. Ptd - M.! PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 GRAVEL. EIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND % MIN 3' RADIUS MIN 3' RADIUS 1 % ONE MAN ROCK �6 1 1 6 "' • 6" CONCRETE PAD 16" CONCRETE PAD CUT _F1 LL HYDRANT LOCATION IN CUT OR FILL 9M. PLAN - 310.1 FIRE HYDRANT ASSEMBLY 11 in SHACKLE RODS TYPE A BLOCKING FOR 11 1/4' do 221/2' VERTICAL BENDS TYPE B PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3 DEPARTMENT FITTINGS MARCH 2010 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. 2" GALVANIZED IRON PIPE / AS REQUIRED. 2" CLOSE NIPPLE 2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12 LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT, 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE 8090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION S'I'D. PLAN - $0.2 2" BLOW -OFF ' ' TEMPORARY ASSEMBLY Know what's below. C811 before you dig. 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG DATE f 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. SCALE HYDRANT, FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE W) SECTION LENGTH TO FIT. VALVE NUT EXTENSION Q. EXPANSION JOINT AT AS REQUIRED, 2CONCRETE BACK OF SIDEWALK SIDEWALK ,-- RAISED PAVEMENT MARKER TYPE 88-A OR PLANTING STRIP TWO-WAY BLUE REFLECTIVE STIMSONITE O V_ � cn � 36„ MIN Nz COVER CONCRETE BLOCKING S 0 O 50-9 .. o oL CONCRETE C � tl■' C"'4 I14.�c THRUST BLOCK y MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. / 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT � U U 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT L'' 7 2-3/4" COR -TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. EIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND % MIN 3' RADIUS MIN 3' RADIUS 1 % ONE MAN ROCK �6 1 1 6 "' • 6" CONCRETE PAD 16" CONCRETE PAD CUT _F1 LL HYDRANT LOCATION IN CUT OR FILL 9M. PLAN - 310.1 FIRE HYDRANT ASSEMBLY 11 in SHACKLE RODS TYPE A BLOCKING FOR 11 1/4' do 221/2' VERTICAL BENDS TYPE B PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL M. PIS - W0-3 DEPARTMENT FITTINGS MARCH 2010 CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. 2" GALVANIZED IRON PIPE / AS REQUIRED. 2" CLOSE NIPPLE 2" 90' ELBOW 2 GALVANIZED IRON PIPE, 12 LONG. TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT, 2" GALVANIZED IRON PIPE 12" LONG PLAN VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE 8090) INSTALL 2" 90' ELBOW, SCREWED 2" PLUG, SCREWED 18" 2" GALVANIZED IRON PIPE AS REQUIRED. 2" RESILIENT GATE VALVE, SCREWED INSTALL 2" 90' ELBOW, SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVATION S'I'D. PLAN - $0.2 2" BLOW -OFF ' ' TEMPORARY ASSEMBLY Know what's below. C811 before you dig. F- to O DATE 10126, 15 SCALE V_ W) to Q. ON IIi1 ~Viffo V) O V_ O V_ � cn � Nz m S 0 O 50-9 V) W to C � tl■' C"'4 I14.�c OO O CID � U U U L'' 7 7� Z z Ln o L.LJ ■ LU Z L/11 Cq Q J ry � O �O O z �� 0 0 0 CA: CX N cyc tj (n Cr. a a: s c rz Q. Q. Z Z ILa x Z cc �N►►ME$ Q 10 1 F- to O DATE 10126, 15 SCALE M � DElmmm DRAWN ("14 Q. ON IIi1 ~Viffo V) � L4O Z O ■ N M cn � Nz m S 0 O 50-9 V) W to C � tl■' C"'4 I14.�c OO O � � �aN 3N QU LL, w 3 �� Z z Ln o L.LJ ■ LU a� tv L/11 Cq Q J ry z �O O z �� 0 0 0 N ,/DE NO. to O DATE 10126, 15 SCALE M � DElmmm DRAWN ("14 CHECKED ON IIi1 ~Viffo ■ � L4O Z O ■ N M cn � Nz m S 0 O 50-9 V) M to C � tl■' C"'4 I14.�c OO v 0 Z �aN 3N QU LL, w 3 �� Z Z O � N v ■ LU a� tv L/11 Cq M 00 � z �O ,/DE NO. 15515 DATE 10126, 15 SCALE 1 "=20' DElmmm DRAWN TJR JEF CHECKED TJR IIi1 ~Viffo TJR «M* C 5. 1 I { D n m0 00 czMQO CD r � < qm G Mm �m Ch NZ m O D v a z 0 z C 3 ImM D m E � O O Z CO 2C 1 ' O mM O cn � Nz m m M to OO D I { D n m0 00 czMQO CD r � < qm G Mm �m Ch NZ m O D v a z 0 z C 3 ImM D i O S O E � O O O00 >C � 1 U R M.u. D O D In 0 M.u. D r•} 13"x24" PLAST'C METER BOX EQUAL TO MID -STATES PLASTIC, d6 tf G) 48" MH 48" INC. SCF SERIES tvMSBCF 1324-18 WITH 1.75" THICK DUCTILE 5"MIN 24 MIN. 21" 1. D._ CITY PRIVATE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, 24" I.D. 60" MH 60" PIPING PIPING INC. MSCBC- i 324-R WITH READER L.11)AND 2" DRILLED HOLE z m FOR TOUCHREAD PIT LID (SEE DETAIL A -A) m w O � __,IN IN UNIMPROVED RIGHT OF Z J I -' WAY INSTALL METER BOX AT } ' PROPERTY LINE WITH 12."Lr- LONG COPPER TAILPIECE. w ' 9" MIN o I SIDEWALK O Ix 12" MAX: I a — FINISH GRADE --.— �l//--- /�--'..f - ) z_ X d w I1 TOUCHREAD WATER METER TO BE +� 12" =_ o o SUPPLIED B`. THE 36" MIN COVER `" M i! I %� it CITY TYPE "K" COPPER SOFT TUBING N o 0 22 -1 /2' NEW DUCTILE !RON WATERMAIN fI 1= SERVICE LINE TO HOUSE IS ` 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED 'NS T F.L L FORD C14-33 OR 44 RPT PLUG CO;APRESSION COUPLING L LOOP DOWN 10 CI=NTERUNE OF WATER MAIN 10 PROVIDE SLACK IN COPPER L—.COGPERSETTER FOR 5/5�x3�=+.. "�1�T.=EK_ FORD SERVICE LI?O WAFTER. VBH72-15W-44--33G, CR 'AcDONALD [iRASS: 21-215WCOQ33, OR � R: 3/4- 8--2470- �:'iTn ANUS BALL VALVE ON INLET AND MUELLER: SINGLE CHECK VALVE C^: OUTLET 1-- CORPORATION STOP WITH BALL VALVE-. FORD Copp _RSETTER FOR 1" %IETER: FORD VBH72-15W--44--44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-«15WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F61000-3--0) OR f= Y MCDONALD 47011, BOTH INLET .AND OUTLET WITH QU:CK JOINT. PADLOCK WINGS ON (1" FB1000-4-Q) OR AY tr1CDCNALD 47016 INLET ANGLE BALL VALVE rAND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE YtTH ;QUICK JOINT. NI3TE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHAT L BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH' SIDES OF METER BOX. DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE r 2- f1/2" k11N. FROM NEAREST I ^ AND FRONT EDGE OF PIT LID `- TYPICAL RIB 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. -7 v v AND 1" WATER SERVICE STD. PLAN —320.1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS — POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER—POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE — `E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. �- d6 tf G) 48" MH 48" ' 6" MIN. 5"MIN 24 MIN. 21" 1. D._ 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN, 42" MIN. 30" I.D. 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED, 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC—AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR—N—SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 8'!D. PLO -400.1 PUBLIC WORKS STANDARD SANITARY MANHOLE � DEPARTMENT SEPTEMBER 2011 PORTION OF THE NE 1/4 OF THE NE 1/4 OF SECTION 04, TOWNSHIP 23N., RANGE 05E., W.M. CITY OF RENTON, STATE OF WASHINGTON BOLTHOLES — 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) RENTON SEWER Wmaum COVER & FRAME PLAN VIEW 25' DIA, [635MM] 1' _ 3/4' [25mm] [19mm] El 8 3/4' L 2 1/2' C222mml [64mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA [641mm] 1 1/16' 1/4' (6MM) DIA [27mm] NEOPRENE GASKET 6' l I [152mm] 5/8' 23 3/8' DIA CL OPEN [16MM] 1594mm] 27 5/16' DIA (694mml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC, (ALLEN HEAD) 5/8'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' f 1 1/16' [6mm] [27mm] [3MM] 1/8' CR3MM] GASKET GROOVE DETAIL C867MM] NOTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). STD. PLAN — 401 �;' ^ �� PUBLIC WONT MANHOLE FRAME AND COVER �j DEPARTMENT DECEMBER 2008 2" BEEHIVE STRAINER 2"x2"x2" TEE 2" 90' BENDS 2" GALVANIZED IRON PIPE TO FIT WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN NOTE 2" OPEN PATTERN, RETURN BEND - 180' 2" GALVANIZED IRON PIPE FIELD LOCATE — 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT AROUND PIPE. 2" UNION SHORT NIPPLE 2" CLOSE NIPPLE 2" UNION 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18"x31" MSCBC 1730R 2" BRONZE GATE VALVE, SCREWED EQUAL TO RED -WHITE VALVE CORP. FIG NO. 280 2" RESILIENT SEAT GATE VALVE WITH ' THREADED ENDS 2-2" BRASS 90' BENDS WITH CLOSE NIPPLE BETWEEN BENDS CLOSE ` I~VIPPE 2 CORPORATION STOP 90' BEND, I.P. THREAD TO COPPER, EQUAL TO FORD FB 500. 2" TYPE K SOFT -, I COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. 2" 90' ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO. AIR AND VACUUM VALVE 2" ASSEMBLY APCO NO. 1452C OR EQUAL. AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. ' STD. PLAN — 340.4 2" AIR &VACUUM RELEASE i ASSEMBLY Know wnara below. 0811 before you dig. • d6 D G) z O z = C O -pp z m m m O D D n O O C Cn 'D • m �m "z z m cn O D ' O Z Ll D m O Ujm SURFACE WATER STANDARD DARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTI VI TIES (SITE AL TERA TION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 1S COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C" , WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOMEOWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR, AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). WATER UTR.ITY (VOTES AND SPECFICA TIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3.30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WfTH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANS1/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.0.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS. OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POST TIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING `PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF `PIG"ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWI✓UT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. SANNTARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY UTILITY SPECIFICATIONS 12. DATUM FOR VER TI CAL CONTROL SHALL BE NORTH AMERICAN VER TI CAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WfLL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 0 0 0 a_ 4" 9.5' WI W zl 1z _j Q I J -3:o w ry w XI O WI 30' R/W I v 30' R/W 8' SIDEWALK 8' I PER C.O.R. PLANTER STD DTL STRIP - F007 22 22 5' l 0.5' 1 FXICTInIr_ CTR9717T � Ws l7yi v L ti as eft r EX. 5' SIDEWALK TO BE REMOVED & REPLACED UNION AVENUE N.E. ROAD SECTION NTS z J ALLAN BLOCK WALL OR SIMILAR, CONSTRUCTED PER MANUFACTURER'S RECOMMENDATIONS, TYP. -SEE DETAIL SHEET C4.0 Q 0 z 0 O TRACT B m 26' U TIL I T Y& ACCESS EA SEMEN T 0 Cn 20' PAVED SECTION 5' 6" DEPRESSED CURB 4' 2.0% Ills In= IIIA WATERLINE I- 7' 4" COMPACTED DEPTH CLASS "B" 3" CRUSHED SURFACING TOP COURSE 3" CRUSHED SURFACING BASE COURSE GRA VEL BASE DEPENDING ON SOIL CONDITIONS 3/8" FULL DEF EXPANSION JOI FRDNT VIEW iOR BOLT ERN PER I. PEDESTA 'LATE 10' SEWER EASEMENT /11 I"<III�III�x i STORM LINE STORM LINESI? , SEWER LINE 6' TRACT B ACCESS PRIVATE ROAD SECTION N TS 2'-7" MAX. MIN. 5'-0" 1'-4" CLEAR WIDTH PLANTING STRING WIDTH 0 TO VARIABLE 6" �-- 1'-6" --1 SIDE VIEW MOUNT ON PEDES PROVIDED WITH N.D.C.B.U. 3/8" FULL DEPTH EXPANSION JOINT NEIGHBORHOOD DELIVERY AND COLLECTION BOX UNIT NI TC random fill I�Daa4o s aa p ao Va a ru° a V 00 aA 18 min 0 f a 40pQ�o aa Qpa po00 0 oo 0 °0 4° °0 V 0 0 oo I+ 24" min TRENCH X_ 10 NTS filter fabric 6" perf pipe 1112" - 3/4" washed rock slope ---,. PLAN VIEW OF ROOF NTS to road drainage system 2' X 10' level trench w/perf pipe PERFORATED PIPE CONNECTION WALK AL NOTES INSTALLATION OF NDCBU INCLUDING CONSTRUCTION OF BASE WILL BE DONE BY U.S. POSTAL SERVICE Know what's below. 0 8 1 1 before you dig. 9j� D �m �C co to Ci � NK to � 8 D 'aC E >- Im m m z_ m � z Q .. ca U2 �_st k8 3 3� Uj tz V V V zaanw. �ooZ a ___ E 2 �6O o O WA t 38285 'SIONAL C� QD Q 0 \ _ (jo W 00 V 0 LJJ W 0 z W = U Q J � Z o �z Z U 0 0 N Ln O M n N � X Q1 U_ O O ffnn � N �-�- AC z N M CN r111) MLIJ "1 � N d' C r �o C o -- y U .�CIS h O (A �5- o � CC, N aA :c ops Q �-. N Z_ E ': E o 20 �� W d� W V) E Z M 0 o U Z N U Ld �n o L w Ln a w 00 LU o z 1^ JOB NO. 14690 DA TE 10/26/15 SCALE 1 "=20' DESIGNED WSH DRAW JEF CHECKED WSH APPROVED WSH 9j� D �m �C Z C Ci � NK m 8 D 8 i�j A Mm r D Z,c� rf m n� Nz m cn 0 D 0 z c� z C 3 M D T 8 E j ' I PROPERTY LINE I l o ! FUTURE 6" BUILDING SEWER PIPE 1�BUILDING SEWER . - - 12 ! 1\ \ �. J " " " �2"x 4" STUD MARKING POST PAINTED `TEE WITH 6 SIDE OUTLET 6X6 X6 WYE SURFACE CLEANOUT WITH WHITE HATH THE WORD 'SEWER"STENCILED \ ! CAST IRON RING do COVER IN 3" HIGH BLACK LETTERS AND #6 WIRE w WRAPPED AROUND THE STUD AND 2" VL -ASS B' FACE OF CURB OR $ (EAST ,JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. EDGE OR APPROD OF PAVEMENT a 2975 SPECIFY"SEWER"SON LIOAL, I - 6" SIDE SEWER AND BUILDING SEWER SEE STD. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN ' ` I LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS { it (FERNCO OR APPROVED EQUAL). ' CENTER LINE OR B. CONCRETE MAIN >kr�" n}- ,' l , i - CUT IN A NEW SECTION OF SEWER MAIN WITH r Tn c �.LA.'__:3 c c I / r LANE LINE A NEW TEE USING FLEXIBLE COUPLINGS / OR CLASS B ! (FERNCO OR APPROVED EQUAL). --!� ,! ,� C. PVC MAIN CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED I-_ EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. ;J D. DUCTILE IRON MAIN -CORE-GRILLED WITH A ROMAC SADDLE (OR j APPROVED EQUAL) t E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 0. 5' MIN. AT MANUFACTURED KNOCK -OUTS OR THE 2" DEPTH G' STRUCTURE SHALL BE CORE -DRILLED. GRIND OR SAWCU r AND RFE_ M0VE 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. Y� -_ 6.5' MIN. --- ---) 1: 3:5 MIX7o`'� I CONCRETE P-}- I BLOCKING 25 rAP��E 2.5 -- i i N,\N 25 GRE ^r!!N 1M1N MIN 1MIINIMIN GGN 2% MIN SLOPE 2" CLASS 'B' CRUSHED 0 ov FLOINAE�_ ILL_ OR AS REQU!RED BY ENGINEER * FOR M!N!MUN STANDARDS, SEE DWG# PR -05, SP PAGE H032 02/2005 I MODIFIED NOTES 07/2004 'MODIFIED NOTES DATE_ I --- ,S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON T� i._. STANDARD PLANS LST DATE: 02/05 DING. NAME: H032-' SP PAGE: H032.1 H�0'.l.�H�£t',%'S .,w.::.i._'...-., s"'♦. `-. z X;2 � SII'"i's 7?.. � �YS':� ....�4 i CURB W.,T }INCLUDED IN SID ITEM - v 15. .E _ ' 1' • s''• J......tM. «�StA«t 'W_` j Ai.£L - i 3iI`j '_Z,;Z`,l ACIOT MLLER ALL 1:T N.+.. K. ;T o' L WITH H tRAla: is EDGE • f.T � � �l �4� 3 i1"" IfK PSgEI+44'33LOEC _ ! F O GRADE 1" {ill) BELOW J004T FILLER / TOP OF CONCRETE SURFAa "` SIDEWALK ADJACENT TG CURB;Ifs, iSEE CONTRACT', R=au olrN t 9' (ltd) R Ia.; CURB NOT INGIUDED Mi aID (TEM - } 8Ri£st3x OR PEMTRiAN � PRE#AOLDED •� o:.;."�� � WALL OR BARRIER R)MING JOINT FII LEIS ADJACENT TO CUR13 SAIWER - SEE S"WALK iSTEEP FLL SLOPES€ CONTRiACT Pi.AN4 rSEE COWRACTi �vAI_t,. 09 84 R 16' (INS R: MP,1 ,,....,....,I I fl:A*i :s 1 5 � CURS NOT I'iCLUDED 1I=i RSIi3ITEM - i � 5t[}EWALK VERTICAL. WAU Sts• *41) PREMOLDEt) ►+ x�� _..,_. ,,., � � • _� � SEE OETAR JC1N4 T rILLER (TYP.i ADJACENT TO CURB AND RAILING OR WALL ; JO IINI EMOLgEC JOs'VT FILLER 3NXWALK BUFFER STRIP (SEE CONTRACT > (See 140TE Ia.) 1rs' (IRa' SIDEWALK ADJACENT TO WALL DETAR_ CURB NOT IN NO ITEN LEM t �� °I.5;4 IattN. I 'rrr"' !•' FIiNISh#ED GRADE V 044 BELOW TOP OF +CO;RETE SURFACE FOR PLAWINO - FLUSH IF PAVE0 6 ADJACENT TO BUFFER STRIP �?" � r' ,"', rHtdl K, . k � ! � • BidOOPiH�Eti FII+IIY�N �+•.�+.IIL,...'_...-3..,� 4` h",0F_ SMOOTH ttaELEG PER!uwi'ER RAISED EDGE DETAIL EXTIlim SiDevvAixTRANSVERSE 0" TO NICLUDE RAMEO EDGE '! /�; , ��, z. N ♦.!f '' CEMENT CONCRETE CLgb •� "+° µ ,.. ,. (CURB ASND GUMR SHOWN NOT INCi.UDEV IN DID ITEM For NOTES see STD PLAN 104.2. 9 Paved surfaces must comply Vft ' STD PLAN 102.1 as applicable. IV, TO tis SIDEWALK r;` tY m �`- ,/ x ExPAiaStr,N JOINT IN DOTH , `y «` "� r� �O � B •' ! �' � �O x SIi7-WALK s SEE 1` 10 -' A& ItaS Ilk h �, t 4► r01k.-.i► s J01INT AND FINISH bC1lt3T FiL EFt �»». R % DETAIL :'EEXPANSION JOINT 'C,; CONTRACTION JOINT PUBLIC WORKS CEMENT CONCRETE &M. - 102 * j`+ PPRO DEPARTMENT SIDEWALK It hyF.T-pim IV 04 X TE Gregg Zimmerman, Public Waris AdmirWrstor ' " 6" SIDE OUTLET TEE SEWER 6 MIN. MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. HORIZONTAL TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER SM. PLW - 40d•1 + DEPARTMENT INSTALLATION N,,�� /Y (SEVIMR MAIN TO PROPERTY LINE) JANUARY 2013 Gregg Zimmerman, Public: Works Administrator z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 ALL 90' TURNS SHALL BE ACCOMPLISHED LOCATE %-,.�_ 2" 90' ELBOW BY MEANS OF A WYE AND 45' BEND. TWO CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION 45' BENDS SHALL NOT BE ACCEPTABLE. 4" BEND AS REQUIRED (NO MORE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH FF CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. WILL REQUIRE A SURFACE 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - CLEANOUT WYE. Z I z ' z L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER _J J J HOUSE O I HOUSE CL HOUSE o I HOUSE a 0_ a 3 -0" MIN. 4" SEWER PIPE I SURFACE CLEANOUT ♦ 4" SURFACE ;d (TYPICAL) 6"x 6"x6" WYE t CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE 14" ,,.,-4" TEST TEE NTH AND 3. MINIMUM LINE SIZE FOR f CLEANOUT PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPICAL) PROPERTY UNE WYE WITH PLUG PROPERTY LINE c� 3' MtN. c� c� `a 6"x 4" REDUCER v Z z ? (TYPICAL) W MAIN SEWER UNE ,� X z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING a a FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION X OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION o z DEVICE SUCH AS CLEAN CHECK EXTENDABLE as BACKWATER VALVE OR APPROVED EOUAL SHALL BE D INSTALLED. 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) zCc 0 SURFACE CLEANOUT m 4"x 4"x4" WYE 4" PIPING PLAN BUILDING DRAIN FOR LOW ELEVATION HOUSE MANN TO PROPERTY UNE 5'-0" 5'-0" PROPERTY LINE FROM THE HOUSE BUILDING DRAIN SIDE SEWER BUILDING SEVER 2'-6" - TO 3'-0" 3'-0"IANd. 4�_ ren°' c�mnmo' g}n M20;0rn M � -n� CO,C D - rn Om �"Z N0 rrnnFOrn � * P -o Cal � *+;� © g � 0.} -VO m m 7D wo K)� ;a}- � cZi � 3? Z' 0 F, M C rl x 0 C rn Z 0 nn m Z to � res MX -1 0 O m "a rn A ZZ �Ncn� m $ZO Z pfrnno Rim� M I 'z ak> Z z v .., . - o 8 O On A at z -0 rr rno-a VA rn M C NOTES: 1. Prior to installation, of o sanitary sewer connection, a sidt-■.wen permit must be purchased from the City of Renton Public Works Deportment. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved by the Department of Public Works. Rubber or neoprene gaskets as specified by the manufacturer, shall be used on joints. 3. A minimum grade of 2X (1/4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained. the owner must sign a City of Renton grade release farm and then can install 6' pipe at a grade of 1X 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side sewer permit. Site must be ready for inspection and representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specilications. Make the connection at the house. Do not boelcfM the ditch until approval is given by the inspector. Final approval will be granted after the existing septic tank has been pumped out and lMed with sand. 5. Install side serer with 2' minimum cover. 18" cover is allowed at the house if outlet is shallow. 6. If side sewer stub is not ovoilable. The owner shall be responsible for its installation per standard drawing 406.1. AN work within street right-of-woy shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WISHA) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements as in the Renton Standard Drawings. 9. All building sewer and side sewers shall hove bedding In accordance with standard drawing 405. 10. There shall be a minimum 10 foot horizontal separation between sonitary side sewers and water services and a minimum 5 foot horizontal separation between sanitary side sewers and gl. other utilities. CALL FOR LOCATIONS BEFORE YOU DIG 48HR LOCATORS 1-800-424-5555 y' v TYPICAL BUILDING SEWER SM. PIM - 401L2 PUBLIC WORKS + + FROM PROPERTY LINE TO DEPARTMENT ' BUILDING CONNECTION SEPTEMBER 2012 EXISTING ASPHALT PAVEMENT SAWCU T _\ (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Or ACP Closs B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) NEW CURB do GUTTER } NOTES; 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3, THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 9'!'D. PUN - 109 + + PUBLIC WORKS CUM AND oU5rlR PPRO D: DEPARTMENT oE'tA�L. A)E 2" OPEN PATTERN, RETURN BEND - 180' 2" 3ALVANIZED IRON PIPE Fil_:_1 z LOCATE %-,.�_ 2" 90' ELBOW 11)N,�. CUT OPENING AS REO'U RED, .4' i R 2" BEEHIVE STRAINER-. / INSTALLATION, GRCUT AROUND PIPE. 2" UNION SHORT NIPPLE M CLOSE NIPPLE 2"x2"x2" TEE -�\ 18,• \ /,--2" � 2" UNION 1 17"x30" PLASTIC METER BOX EQUAL TO MID STATES PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE / IRON DIAMOND PLATE. 18'x31" MSCBC 1730R - 2" BRONZE GATE VALVE, SCREWED EQUAL FF TO RED -WHITE VALVE CORP. FIG NO. 280' RES;UFN7 SEAT GATE VALVE `MTH TREADED ENDS 2" 90' BENDS! . 2-2" BRASS 90' BENDS V,':7H C_CSE NIPPLE BETWEEN SENDS GALVANIZED IRON PIPE TO FIT_X CLOSE WIPP c 12' MIN. 2 c� 6Rr. T!CN STOP 90' BEND, !.P. THRP 6,D TO COPPER, EQUA_ TO FORD. FB 5G0. 2" TYPE K SOFT ' - COPPER TUBING TO FIT L D ST 4 1 'LAMP r.n? .. DOU LE RAF ER J�Cc � �.M F t,i r' ? r! tPS TAF TI FIT, � fi Ji+..'� T) VU .,_LER CO. L- , 2" 90' ELBOW L DOUGLE ,TR r SEPVICE "_AV '0TH 2" WASNEC, GRAVEL, PASSING / IPS iAP TO F iT, EQ;1.AL TO ML:E_;_ER 1-1/2" AND RETAINED ON ,AIR AND 'VACUUM `SALVE 2" ASSEMBLY 1/4" MA=SH FOR DRAIN APCO NO. 1452C OR Et)UAL. NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASS'EMBLY CANNOT BE INSTALLED, PROVIDE ADDiTiONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 2" AIR & VACUUM RELEASE SM. PI" 940.4 + + t ..� 1i` C ti 4ASSEMBLY Know what's below. Call you dig. IN COMPUNKE WrrH crrY ar RENTON STANDARDS ..2 V47te: IeP r% - w t Date: Date: D O � O oO p � p co o . �m nm �Z m 0 D z 40 %-,.�_ 2 10 I 11)N,�. �z m z m M O O D 0 m 0 m 0 m 4_ Lb � C-) Ucc U 2 r. cl: Q_ CL Z [Q� 0: ". Sam I jWAL WD Irl" CL Cf) QD Q W 0 �a WWoz L.C) 0 LLJ=� U 00-00, � zV) C) �Z Z Lv 0CL U 0 0 N Lei Lon O M d' Ln ' N � ■ 41 O CO 0U_ ■ Z N M Wj 0 O c ' c c o � "V C N .0 •- O 00 v 'Q3N 0 Z ESE o W 3 dW Z n _, W V 0 Z `tel V C: W■ cn �Lf) V) N LU O R 14690 DA 1!' 10126 15 00" 1 "=20' WSH O MAS JEF WSH ArlM WSH C5.5 D O � O oO p � p co o . �m nm �Z m 0 D z z 2 10 I C �z m z m M O O D D O � O oO p � p co o . �m nm �Z m 0 D I3 N 1 O • �^ O4�& CD j fi w O