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HomeMy WebLinkAboutW-388310E%ISTING VATER LINE PLAN VIEW TESTING DETAL 18 FT O NEW VATER LINE VERTICAL CROSS(NJKFL) FOR POLYPIGGING ONE BLIND FLANGE Ohl TOP WITH 2-TAP b 2-PLUG ONE BLIND FLANGE ON BOTTOM ONE N-0 PLUG WITH 2' TO b 2TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE ATE V) V/ CG`L BLOCK 3- HATE VALVES (NJ) 2- MUG SLEEVES MA OR RO-MAC COWLINGS 1- PLUG (CK V/2'TAP b TEMP, BLOW -OFF TEMP. BLOCK EXISTING WATER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING. CLEANING BY POLYPIG. AND DISINFECTION. REMOVE TEMP. BLOCK b BLOW -OF b CONNECT WITH SLEEVE (NJ, L U.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING VATER LINE PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.4 4 :{ DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 Renton Std Dtl 300.4 I Water Meter Connection FIRE HYDRANT SMALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALUON: M & H 929. MUELLER SUPER CENTURION 2DO, AND WATEROUS PACER WITH 6' MECHANICAL JOINT INLET WTH 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/a. 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 DIM 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 REWIRED. MIN. IS- TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB {.875 x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5•%5'%6' THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD B" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2•� ® BACK OF SIDEWALK AS REQUIRED. CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE N-A ,_CONCRETE PLANTING STRIP J� STIMSONITE TWO-WAY BLUE REFLECTIVE 36' MIN COVER CONCRETE BLOCKING O CONCRETE THRUST BLOCK . - •P5 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. „5 6" GATE VALVE (FL X MI) AWIVA C-509, RESILIENT SEAT 6CEMENT DUCTILE IRON PIPE. CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4' CDR -TEN STEEL TIE RODS. 16' x ' x " 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 84MINIMUM CONCRETE BEARING ,' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS MIN 3• RADIUS I ONE MAN ROCK r 6' CONCRETE PAD r L 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 4 4 DEPARTMENT MARCH 2O10 Renton Std Dtl 310.1 Fire Hydrant Assembly i PROPERTY LINE 3'-O' _ NTURE fi" BUILDING SEWER PIPE 1 BUIIDINC SEWER \2 \ `TEE 3 It 6' STUD MARKING POST PAINTED 6'%8"X6" WYE WITH 8" SOE OUTLET SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENCILED CAST IRON RING &COVER (WRAPPED AROUND THE STUDURND WIRE (EAST WORKS EXTENDED TO THE TOP OF THE STUD. CTNO. 0IRON OR PRODUAPPROVED EQUAL, SPECIFY SEWER" ON OD)' 6�OE SEWER BUILDING AND BUILDING SEAR (SEE SID. PUN 403.1 FOR INSTALLATION ONLY) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH 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 ROD 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 IRI 3000 PSI MIX py CONCRETE BLOCKING �! 15 kVN SLOPE 6' SIDE OUTLET TEE SEWER 6" MIN, MAIN SEWERMAIN CONCRETE BLOCKING ANGLE F EE MAIN TW N NO 45' TYPICAL SIDE SEINER UNES LE USS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHAL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. -"&,,. 11-1/4' BEND 22-1/2' BEND 45' BEND -EAn IV CAP TEE �IBEND S \I t1 ) ! `4 RUai BLOGK O ME= IFACE OF a�dJO&rtEO ME RED NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER MAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY ME ENGINEER. 2. ALL 8LOCIONG SHALL BE POURED IN PUCE AGNNST UNOISTURBED NATIvE GRWND- 3. ALL POURED THRUST BLOCKS SMALL BE BACKFALED AFTER MIN, I DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRDhFN. 4. ALL BLOIXING SHALL BE CONCRETE CL 5 (1-tyY)- 5. BLOCKING AGAINST FITTINGS SMALL BEAR AGAINST ME GREATEST FITTING SURFACE AREA PGSSBLE. BUT SHALL Not COVER OR ENCLOSE BELL ENDS. "NT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 4®{ DEPARTMENT HORIZONTAL AND DOWNWARD - VERTICAL BENDS MARCH 2O10 MRUST BLOCK BEARING AREA W SQUARE FEET (SEE NOTES) FOR HORIZONTAL SANG CpWACT SAND k GRAVEL AND DOWNWARD VERTICAL BOLUS Sol. FlRsf SILT OR COMPACT Renton Std Dtl 330.2 Concrete Blocking For Bends NISHED GRADE ELEVATION 3 FT MIN. COVER (TO -INCH DIAMETER AND l/NDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: TEMPORARY 2" GALVANIZED PIPE AND 2' GATE VALVE FI INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 512E OF VERTICAL CR055 SHALL BE THE SAME A5 SUE OF MAIN TINE VEFDCAL CRESS (MJ % FL) ONE BUNG FLANGE ON TOP OF CROSS WITH 2' TO & 2' TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFT ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING 'POLY -PIG) ONE BLINp FLANGE ON BOTiOJ OF CROSS ONE PLUG (W) ON ENO OF CROSS CONCRETE BLOCKING NL DEBRIS AND PoLYPIGS SMALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER WIN PUBLIC WORKS � POLY PIG STATION FOR CLEANING OF `9N � N DEPARTMENT WATER MAINS MARCH 2O10 Renton Std Dtl 330.3 Concrete Blocking For Fittings ALL 90' TURNS SMALL BE ACCOMPLISHED BY MEANS OF A WYE MM CLEANWT AND 45' BEND. TWO 45' BENDS SHALL NOT BE 4" BEND AS REWIRED (NO MORE ACCEPTABLE. (SEE NOTE 11) MAN 45' BEND). EVERY 2N0 4" f1EANWi WYE MM CHANGE IN DIRECTION ON GRADE 46' BEND AND PLVG- WILL REQUIRE A SURFACE I (SEE NOTE 11) CLEANWT WYE. (SEE NOTE 11) � HOUSE p�5 SI HOUSE gl MOOSE g WWSE i4C 3-D" MIN_ SURFACE CIEANWT 4•• SURFACE a {" SEINER PIPE (TYPICAL) 6"x 8"x8" WYE (SEE S1p PLAN - apT) IXEANOUT + - WYE I4„ 4" ZEST TEE WM rPLUG 4" SEWER PIPE, SEE NOTES 2 AND 3, MINMUM LANE 512E FOR WYE WIN FACE UP DINER MAN SINGLE FAMILY 15 6" PROPERTY LANE L CLEANWT (TYPICAL) LANE ]' MIN. 1e '0 1e 8"x 4" REDUCER u -PROPERTY jfi E' ('TYPICAL) c MAN SEVER LANE NOTES: _ c If ME BUILDING SEWER SERVES ANY FIXTURE HAVING 1. Prbr to Inaldldtion of o awllpry sewer tmnwtlon, o aide -sew« a ROW LEVEL RWS LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC SEWER SYSTEM, A BACKROW PREVENTION permit moat be WrMased I- the City of Renton Public WOM1e DepwMmt. OENCE SUCH AS CLEAR CHECK EXTENDABLE BACKWATER VALVE W APPROVED EQUAL SHALL BE INSTALLED. 2. Typaa of pTe and Rtinga fool ten IN, ueM Ili, wnllmy rowers Mdl be approved by the Department of PuDlk Wwva MDb« w m necprene 9pak<la 11 apeciflM DY Ins mono/acturw. Mdl be (, 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) used m 1oMta . � j9 SURFACE ttEANOUT 3. A mn'vnum grade IT 2% (1/4" Pw fwl) must he maMlaed c'. . •. WYE with 4• pip.. m it. . ant a zX Vol. a rrot D. mpbmb.a, IN. x moat algn a City of IT -grade relsaae tam vne tow 4' PIPING can Inatdl 8' Dq)e of a gage IT 1X. BUILDING DRAIN FOR 4. Far kspectiy al WHe sewer, call 21 nwre n a0wnca The LOW ELEVATION HOUSE Nspwtlw pnme numbw la on the aWa awx Dermlt Slte mast be reaar 1w inweD6on one 1aprsaenla6w w «Is wow N,apecty1 m apt wvomlea mn<. sloe sew wa ales Mall be tsetse p« City ape<igca[bna, Make the cwnwNw at the MAIN TO PROPERTY LINE 5'-B' 5'-0'• house. Oo not hockfla the tlitcM1 ontl Opprorol k given by the PROPERTY LINE FROM ME HOUSE BUILDING DRAIN ngDwlor. Foal opprorol wW be granted Oltx the exiallnq aeptk SIDE SEWER BUILDING SEWED 3'-0"YIN. 7_6" tank nog Dean Dumpw at one Nletl with gene. er ova. over ' 5. Instal vas sew wim 2' minimum c 18" c N allowed p[ ma naW se If wtlet is andlov. �A wn 6. I/ abe stub is not arolable. Theo x Mall De regponalDle Iw it, kaldldlion ps alandmd tlraalnq 406.1. All wimp glt-or-war Mal be acne by p Raengee mta ngno-pccm. .� Dpnaea cpn.eet c4 c Q•� �m� nq A�o„r � T. al work Mall accwn ba pivhad in ccartlan<v owith W'aa Ins ninglw �� $ A� 11-hidSalelY and Hedlh Alt.(MSHA) B. All o-wcn ..atmptkn II, :M. aawen b the PuDfrc ngnt-pt-ropy Mdl canlwm he the mat current Irencn rwmrolbn m rpulremenle os n the Renlw Stondwtl Drawngg. 9. AR Dup4Mq Sawa and side aewen MdI Haw Dedalnq In accordenca wim alandard roving d405. A� lo. row Mal be p min mom to rat nwiawla aeParotill between wnitary sloe gewwe ana water gwvicss ana a mNlmam s Tool nwizontd awwtkn between gennpry gigs xweng ana WL otnx ulllltbc n. me demwt It the Riytl-of-ropy anon be matdlea - CALL FOR LOCATIONS BEFORE YOU DIG stmame elan 407. Ins dwnaut al me Du-9 MINI be 48HR LOCATORS 1-800-424-5555 Inatalee m wnace 9rme. All omen dem,pata Mau be n.mnea to wimn 12- of the wAace. PUBLIC WORKS e®e TYPICAL BUILDING SEWER FROM PROPERTY LINE TO STD. PLAN - 408.2 DEPARTMENT BUILDING CONNECTION AUGUST 2013 7 Renton Std Dtl 300.6 Poly Pig Station r yvAT PPMc PPNp 1-1/2" AND 2" WATER SERVICE DETAIL w � N UNIMPROVED � CAUTION: VALVE BOX SHOULD NOT REST ON TO 11 1 RIGHT-Q-WAY INSTALL METER rc PIPE. LATER COMPACTION IN AREA Of VAIIE BOX 80% AT PROPERTY LINE WITH COULD CAUSE IRE BREAKAGE OF ME SERVICE. 2" LONG COPPER TAILPIECE g ;• 2 YA%. 5 4 � � IFAVE EfIP(IYD awl 9,$ 12' SEE O' REIRVICE "MR LOCATED IN SETWEEW F III- ... "' V `BASE�TO SUPPORT A - A VAULT. DRILL Y DIA. XOIE FOR 1WCHPEAD DEVICE WICK -JOINT CWPUNC a MAT CASs IRON OR DUCTILE IRON WATERMAIN T-,/T' MIN. FROM NEAREST NOW: AND FRONT EDGE OF AT UD ME LIMIER OF THE HOLE MUST BE AT LEAST 1• FRgI UNDERNEAM RIBS UNLESS THE RIB SPACING ALLOWS ME NUT TO IIGHIEN AGAINST THE OPEN Renton Std Dtl 320.2 1- 1/2" And 2" Water Services I- W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) -\ I FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 959. MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-Oa OF THE STANDARD SPECIFCATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL WITH A SAND CONTENT EQUAL TO SECTION 9-03.12(3). 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LANE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS PIPE BEDDING I STD' PLAN - 405 e � e DEPARTMENT FOR SANITARY SEWERS oc'roHEa 2012 I* 7' I Renton Std Dtl 405.0 Pipe Bedding 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 312E - 'E' CONCRETE SHELF .v-'•n - PRECAST BASE SECTION OR CAST IN SHELF. ll' } NOT TO SCALE 4B" MH 54 MH 60" MH NOTES I. 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 WTIN A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY- BRICKS SHALL BE STAGGERED TO CREATE A RUNNING HOND OR 1/2 BOND. THE USE OF SHINS 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. B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE NTH 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 GRACE IN PAVED AREAS. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. ) STD. PLAN - 400.1 e PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 'A• 'B' 'D' •E' 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" 8" MIN. 5.5" MIN. 24- MIN. 24" I.D. 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. Approved By: Approved By: Approved By: Approved By: In Compliance W/ City Of Renton Standards Date: Date: _ Date: Date: _ *5- (1/8) RECESSED LIFT POCKET Not to ScDle FRAME � �• - 11 N.C. SOCKET HD SCREW 1 Y{" LONG 2'-0" DIAMETER 2'-0" (BRONZE OR 5.5.) YJ" x 2' RAISED PADS 8" CLASS "B• SAND OR ASPHALT EXPANDABLE FOAM 12 Yi 14' WATER TIGHT �• PLUG 45' (1/8) BEND 2• %• �1x 6w 2• � 11 • �'P 12 Y," 14• CAST IRON RING AND COVER p• PIPE MATERIAL AS SPECIFIED G� BY THE ENGINEER BEND MOTIFS: 1. 6' AND 6' CLEANWTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3696 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A 1'-O' THICK, 2'-0• SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. STD. PLAN - 409.1 � DURING WORKS 8 OR 6 INCH CLEAN -OUT a e � { DEPARTMENT FOR SANITARY SEWER MAINS 8 Renton Std Dtl 403.1 6" And 8" Sanitary Sewer Clean Outs RENTON SEWER BOLTHDLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mM) OIA H.C. (SEE DETAIL) COVER &FRAME PLAN VIEW 25' DIA. - C635nn]- I' 3/4' � r �25nm] [19mm] �1 lL I� H 3/4' 2 I/2' 1222nn7 164mN7 TYP COVER SECTION VIEW COVER BOTTOM VIEW (F 3) BLT SOC. (ALLEN HEAD) 5/1-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 26 1/2' DIA [673nn1 DIA [641-1 1 1/16' lie 1 1/16' V4• ,6nN DIA C27mM] [271nn] NEOPRENE GASKET 1 6, s' E152mm1 (3Hn1 R3nn] C156-3 23 3/8' DIACS94 L3L OPEN GASKET GROOVE DETAIL 27 5/16' DIA [694Nn1 34 1/8' DIA 1867-1 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"). 0 PUBLIC WORKS MANHOLE FRAME AND COVER STD PLAN - 401 (+ + DEPARTMENT DECEMBER 2008 TITLE LONGACRES BUSINESS CENTER SW 27TH ST &NACRES AVE sw CONSULTANT COIJGHLIN PORTER LUNDEEN 801 SECOND AVENUE -SUITE 900 SEATTLE, WA 98104 P: 206/343-0460 F: 206/343-569 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION ISSUED: DATE DESCRIPTION 03/09/2016 BUILDING PERMIT RESUBMITTAL KEY MAP: I ice' 1 1­1;Mr.M00 PROJECT NUMBER C152268-03 DRAWN BY SAS ISSUE DATE 05/04/2017 SEAL �otiL pET�, z �Q 36936 � � GIs Eg ���� •/�'�/{f/�, � �� Ol SHEET TITLE /NUMBER Utility Details Renton Std Dtl 406.1 Side Sewer Installations Renton Std Dtl 406.2 10 Building Sewer Connection S-388310 W-38831 0 R-388341