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HomeMy WebLinkAboutR-412718N N r� 00 4" F_. >:. _. DUCTILE IRON CLASS 52 CEMENT LINED PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY PACIFIC WATER WORKS SUPPLY CO INC. PRIVATE CITY P'3'-4" .PING PIPING 12" LONG T-C TEE (MJ x FL) y. GATE VALVE �. (FL x MS) 2.-4" 1 4'-8" MAIN _ L n,• TITHE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. INSTALL EPDXY NON -SHRINK GROUT 4" DUCTILE IRON CLASS P.E.xP.E. PIPE, CEMENT LINED, LENGTH TOO FIT. DEADMAN BLOCK REQUIRED �- TO BUILDING l�l CONCRETE BLOCKING �12° ,ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE, PAINTED RED. 4" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. ALL DETECTOR DCLBLE CFECK VALVE ASSEMBLIES SIT ALL NC_JDL dLSI_L\I SLATLU S IT OFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO VA_VES AND T__ST COCKS AND CAPS. AND RESIIENT SEATED SHUTOFF VALVES. APPROVED CROSS -CONNECTION CONTRUL A5 LMBLILS PER D.S.H.S. LATEST APPROVED LIST, PLAN TOUCH READ PIT LID SENSOR L UPRECAST CONCRETE VAULT WITH 2 - Tx3' HINGED MOUNTED ON STEEL PLATE STEEL PLATE COVER. DIMENSION 4' 8' x 7'-0' x 7'-0' COVER THROUGH 2" DIA. LIT TY VAULT CO. 577-LA OR EQUAL. GALVANIZED DRILLED HOLE IN COVER. STEEL LADDER JIN S' TT 48" I. EPDXY q•_3•• ►} �} NON- NON -SHRINK GROUT (TY-.) 1J"`t IjJ'•tt 7'-0" .. . 2" I I-12" CONCRETE SUPPORT - c PADS OR ADJUSTABLE PIPE SUPPORTS. ELEVATION NOTE: 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM INSTALL GALVANIZED LADDER FOR ACCESS. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS COMPACTED FOUNDATION DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF GRAVEL HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER U-ILITY ENGINEERING. DEP-. PRIOR TO AC'IVATION OF NEW LINE. INSTALL Y" FLARE TEST COCKS WIT-4 Y4" FLARE CAPS. tit Y Ci +► PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 360.3 "`•` ' DEPARTMENT STANDPIPE OUTSIDE INSTALLATION >.,sv MARCH 2O10 4w DDCVA OUTSIDE INSTALLATION TESTING DETAIL pop =4r NEW D.I. WATER LINE -APPING TEE (MJxFL) VERTICAL CROSS(MJxEL) FOR POLYPIGGING -d.PFING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG -FIMPORA.RY PI UG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BU1'TOM AND 2 INCP BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCREE BLOCKING TEMPORARY BLOCK z - 3 0 0 FINAL CONNECTION DETAIL F 1n w NEW D.I. WATER LINE \_ ./ �R ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES NOTES: TAPPING .APPING TE S SHALL BE MADE OF CAST IRON DUCTILE IRON DR EPDXY-CCA-1) STEEL, BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHAL_ BE WATER TESTED BEFORE TAP 2. \C SIZE ON 51 ZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAS 2" SMA LE'< DIAM=TER THAN THE EXISTING MAIN. 3. NO W=T -AP C\ ASBE5-05 CEMENT LINE OR STEEL UNE 4. WT--APPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPE=R TAP OR 5-PERIOR TAPPING INC. 5. CONTRA. -OR SHAL_ PCTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL A_ GNMEN- Of EXI5TI\G LINE OR STUB .AND SHALL START LAYING THE NEW U\E AT --E 5AM= -ORI ZCN-AL A\D VERTICAL ALIGNMENT OF THE EXISTING STV�. 5. C TY PCnC=S WILL=_RFCRM -HE FINAL CONNECTION FROM THE WATER LINE TO TH -APPING VALV_ WI-- D.I. 5 .EVE AND D.I. SPOOL. Y �IG►���+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1 DEPARTMENT TAPPING TEE & VALVE ti11llL1'L 2010 TAPPING TEE CONNECTION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE 1111 HED GRADE ELEVATION / INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER / I ( NEW WATER MAIN POLY 1I VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VER-ICA_ CROSS (M. X FL) ONE HIT\D FLANG= ON TC- OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG 'VJ) ON END OF CROSS CONCRE-E B_CCKING ALL _-BRIS A\D POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN • Y' 1 PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS `B r\,,tV�• biAROli 2010 POLY PIG STATION FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR CCIVFRESS ON -Y-E SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 20C, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEA`TLE 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/PRESERVATI VE PAINT No. 5780-563 DTV ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED ECJA_. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED B� RENTON =1R=_ DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED 17 REOU RED. f MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE ac SECTION LENGTH TO FIT. VALVE NUT EXTENSION EXPANSION JOINT AT AS REQUIRED. 2„-1 - BACK OF SIDEWALK fCONCRETE SIDEWALK --- RAISED PAVEMENT MARKER TYPE 88-A OR PLANTING STRIP / STIMSONITE TWO-WAY BLUE REFLECTIVE 36" MIN COVER �'t CONCRETE BLOCKING Y CONCRETE THRJST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. r •,, 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI- 2-3/4" COR-TEN STEEL TIE RODS. 16° x 8° x 4" MNINUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE U_ARNC 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UN]FR HY7RAN- POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY ' LEVEL ALL GRf.IUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS ONE MAN ROCK'B 6 D 6" CONCRETE PAD 6 CONCRETE PAD *. CUT FILL HYDRANT I OCATION IN CUT OR FILL Y. PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT ,MAT{Oli 2010 FIRE HYDRANT CONNECTION NTS C6.2 NTS Z.01 NTS C6.2 NTS CITY PRIVATE PIPING PIPING 1-1/2" AND 2" WATER SERVICE DETAIL z z F IN UNIMPROVED CALTION: VALVE BOX SHO'J_D NOT R-ST ON -ER (�p� (��) ;i7) 'T ¢ RIGHT-OF-WAY INSTALL METER BOX AT PROPERTY LINE WITH Of Q PP-. LA. COM?ACTION IN AREA. OF VALVE BOX -EE a 0 12' LONG COPPER TAILPIECE 0 COLLD CAUSE BREAKAGE OF TIE SERVICE. a a 9" MIN. ' 12" MAX. ZXI n-i tOj I'4) 7 CumL LEAVE EXPOSED - O C c0 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS (1 ' ._ --- ,�. .� CRUSHED -ROCK a BASE TO SUPPORT A f'1 - �, VALL T. DRILL 2" DIA, HOLE FOR -D-2 RFA7 C-VICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN kL 2 1/2" M N. FROM NEAREST NOTE: r AND FRCNT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS -F THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. TYPICAL RIB AL LIST FOR 2" SERVICE: ME-=R LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BEI'N_EN CURB & SIDEWALK BETWEEN CURB & SIDEWALK '. 2" tapped :ce, on new wotar mein. 1. 2" lapped tee on new water main. ". 4" la-g X 2" brass nipple with thread- a-ds (MIDI). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" rest lent soot gate nave with threaded ends, square operating nut, 3. 2' resilient seat gate valve with threaded ends, square operating nut, and vn n end vat .:: extension if re W,ed see standard detail 330-1 . q ( ) valve nut extension if required see standard detail 330.1 . 9 ( ) 4. Two piece case. iron valve box. Standara 8" lap section with regular 4. Two plece cost iron valve box. Standard 8" top section with regular base base section, lergt^ to fit, "ug" type cover, 2" brass bushing (MIPT x section, length to fit, "lug' type cover. FIPT). 5. 2" X 1-1/2' hex bruse bushing (MIPT x FIPT). 2 each 1-1/2" brass or b. 2 each 2" browripples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/T'-90' brass or 2"-90' brass or bronze a bows (FIP- x = P-), bronze elbows (FIPT x FIPT), B. 2" (MIPT) x compression fitti-q, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. ,. 2" soft coppe+ tubing type K or brass nipples (MIPT x MIPT), length to 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length fit. to fit. B. 2" threaded brass 90' ell. B. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. g. 2" Customsetter with b -ass Ford: VBH 86-128-11-77 x 17-3 16" Y P ( / 9. 1-1 2' Customsetter with b ass Ford: VBH 66-126-11-66 x I Y-P ), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged 13-3/16"), McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2", c"gle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on Inlet, and angle check -_: et, ball valve on bypass with padlock wings. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall hove vertical inlet and outlet. have vertical inlet and outlet. "U. ROyd meters ,eecer to be supplied and 'nstalled In meter setter P b P F Y 10. Rigid meters reader to be supplied and Installed in meter setter b 9 P PP Y car -actor. contractor. 1. WaL r e:e• shal be supplied and installed h City of Renton upon PP Y Y P 11. Water meter shall be supplied and installed b City of Renton upon PP Y Y P payment o` of rela-sd water ear fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and p,;r ty tests. purity tests. '2. '7"x3O" Plastic meter box equc is Mld-States Plastics, Inc. BCF Series 12. 17"x3O' Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile !ran diamond plate cover 18"x3l" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mic-States 'lost:cs, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for for touchreed pit lid, ane meter read lid. touchread pit lid. '3. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford 0-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary ez.ens. o, of water service. adaptation or extension of water service. N 0 T E: ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH SIDES OF METER BCX. n f PUBLIC WORKS 2" WATER SERVICE LOCATED STD. PLAN - 320.2 `•` ,` DEPARTMENT IN PLANTING STRIP MARCH 2U1U 1.5" + 2" WATER SERVICE A PLAN VIEW A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT 12" MIN, WATER" CAST INTO IT 18" MAX, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS - 4 1/4" DIA. 1/8" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1/8' MIN. THICKNESS �- 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION VALVE OPc-RAIION NI EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MCRE THAN THREE (3) FEET BELOW FIN S-IED GRAD_. EXTENSIONS ARE TO BE A MINIMIJM 0= ONE (1) FOOT LONG. ONLY ONE EXTENSION -0 BE USED PER VALVE, NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, S ZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL -0 GARSONITE UTILITY MARKER VALVE MARKER FCS- TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 3" 38" MIN. WIDTH WHITE POST 62" I�¶ T . T IN -IH 24" VALVE MARKER POST Y STD. PLAN - 330.1 PUBLIC WORKS VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2010 WATER VALVE BOX NTS C6.2 NTS co erra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 J coterraengineering.com li 2 REVISION v a 11-1/4" BEND 22-1/2' BEND 45' BEND CAP TEE 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND &GRAVEL 911* 45' BEND 11 1/4' 90• 45' BEND 11 1/4' 9D' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2• BEND TEE CAP OR PLUG & 22 1/2' BEND BEND 1-) BEND 4' 7.0 42 42 1.7 2.9 2.1 2.1 2.2 1:6 1.6 1.0 6" 13.3 9.4 1 9.4 3.8 6.7 4.7 4.7 1.9 1 5.0 3.5 1 3.5 1.4 6.7 11.7 8.4 8.4 34 l 8.8 6.3 613 2 3 12" 53.0 3Z5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 1 14.0 5.6 AREAS CALCULA. _D ON 300 PSI TEST PRLSSURE. S-O" MIN. COVER FOR WAIERMAIN LESS THAN 12". 4'-D" MIN. COVER FOR WATERMAIN 12' OR GREATER. MAX. HEIGI-- ::- IHRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0' IRUST BLOCK BEARING TEA REFERS TO THE ICE DF RLOCK 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. AL_ BLOCKING SHALL BE CONCRETE CL 5 (1-I/2"). 5. B-CCKING 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. Tt ° CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2010 r,Ar•.Li; CONCRETE THRUST BLOCKING NTS SURVEYED: DESIGNED: HS DRAWN: HS CHECKED: PA BY DATE APPR APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL, NAD 1983/1991 DATUM - 3" (MIN.) �71:»illNl�il�y[iPPI 6"MIN.(TYP.) UNION (TYP,) TO CITY METER STACKED METER SECTQN -6" MIN. FREE BOX=S DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHEC< VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEA--H. 2. THE OWNER/APPLICANT VUS- OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION CF -HE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE ]CV AN] ALL NC AND SH N N THIS AN. A D OW 0 PL 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL NSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER JIILITY CROSS - CONNECTION CONTROL SPECIALIST, FAX N0. 425-430-7241, 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 n PUBLIC WORKS �+ ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 8 3/41 - 2' DCVA RECO W DRAW NG THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PREPARED BY D.R. STRONG CONSULTING ENGINEERS INC., DATED 12/10/21, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. +_ CITY OF RENTON Planning/Building/Public Works Dept. V J U Nt C) O TII V� T J 1 LJ V-412704 R-412717 z IN COMPLIANCE WITH CITY OF RENTON STANDARDS w SUNSET OAKS APARTMENTS SUNSET LANE NE, RENTON, WA CITY OF RENTON CML DETAILS a Q Cn Q O DATE: 10/5/20 � I ' FlELDBOOK: PAGE: V i DRAWING NO: C6.2 Z U) SHEET: OF: 17 36