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HomeMy WebLinkAboutzW-4003Setc) O O 1 O 1 co O O CV co O N rr i 0 0 0 w i O O U i a W z N I M Z � m N � Z dFn� mm< ZFz Ir r,a0 SEC. 0,q T. 23 N., R. 05 E.,3EICY09 , T 23 N., R. 05 E., W.M. GENERAL NOTES: N M \ \ \ 1. ALL IMPROVEMENTS (PAVEMENT, SIDEWALK, CURB AND GUTTER, N LANDSCAPING, WATER MAIN, SANITARY SEWER, STORM DRAINAGE) O / '"� EouV'' S IN THE ROW TO BE DESIGNED AND CONSTRUCTED BY THE CITY, \ PROP. STORNyDRAIN \ EXCEPT FOR UTILITY CONNECTION FROM THE PROPOSED BUILDING O CONNECTIO , SEE SHEET C3.0. TO THE UTILITY MAIN. 2. - ALL IMPROVEMENTS (SIDEWALK, BUILDING) OUTSIDE THE ROW TO BE DESIGNED AND CONSTRUCTED BY THE PROPERTY OWNER. D 3. PARKING GARAGE OIL/WATER SEPARATOR SHALL BE MAINTAINED \ \--K. HYDRANT A xs� / •& BY A SMALL PUMP TRUCK THAT WILL BE ABLE TO DRIVE UP AND PUMP OUT ANY OIL/DEBRIS IN OIL/WATER INTERCEPTOR. SCALE: 1" = 20' _ -_-- 4. SPRINKLER SYSTEM WILL BE BIDDER DESIGNED. 0 20 40 60 W SUNS INDICATOR VALVE SS t� S$ - SS - \ R ONNE 4 FIRE SERVICE TO WA yALVE WATE �_.�O y><aoz�yzm eN PLANR_80.5,300.1MAIN PER CORDR S� p I Po / p� �j / J^ ` • 7I��CATDR V VET ? w > r ¢ a O a � s 300.2 (SHEET C4.1) OQ WATER M L0 - I 'kgi"g� _ C%'7Y •. -. �.. l'Jd /pp f� s}. /'//'/ /j :2 dDRC--FJN" - /" __OS_..... -- Q BASE PO RYA -V_ - - - - RED) PER COR STD PLAN V �m 360.5 (SHEET C4.1) J f , ' 8" CLEANOUT L - =� `. - - } 4-INCH DOMESTIC WATER ' / 0 I ONNECT (BY COR) --, .- .- I. --- _ METER PERRC�TD m ' I I ' "1 - . _ �` _ N.9Yf'S8•E LLA �Pld RIM-330,90 -- - - _ ` - - - - - - _.- _ ( 1)- DI' COMMERCIAL ERVICE 4" DIA. IE-327.37 PROP. BUILDING SANITARY 1�-"-- -"'sry -PLAN �3_ SEWER CONNECTION PER RIGHT OF WAY LINE hh �� s - CO NE D TI WATER MAN PER A 's 4+.� CDR TO PLAN 405.00 (T�) C - _ �, ER 0 STD PLA 320.2 w'"•� S4'. c ---- _-- - �P CDR TD PLAN p �`A4ap'6 ( ET C4.1) EXISTING UTILITY POLE TO BE USED _- Rcv�.v.g, i _ _ _ ���."i ��i,,w'S� H'?"'�•s , ,�pv - � ' •• CONSTRUCTION POWER EXISTING GAS LINE TO BE MH AND SD TO BE 20 00.1HEET. C4:1- "%s,*str �••� a" Tat f."i- : ;"' -•-. UNTIL PROP. UNDERGROUND POWER IS REMOVED AND PLACED JOINT DEMOLISHED BY COR 'L'A1w '��i"sue .� - •� "' • • CONNECTED. PERMANENT UTILITY POLE DURING SUNSET LANE- ,/ ;; • . {/ l UTILITY TRENCH (BY OTHERS) / - �•••� { -: LOCATION WILL ALSO BE USED FOR CONSTRUCTION 2-INCH COMMERCIAL O s / - •. ; �, . ` ; CONSTRUCTION POWER. PROP. BUILDING POWER AND TEL - - - - - WATER METER PER 1 CONNECTION. UNDERGROUND I DR STD PLAN 320.2 O SUMP PUMP DISCHARGE LINE CONNECTS TO GRAVITY POWER IS COMING FROM ENTRY (SHEET C4.1) C� / �... I //7!////y�//// - STALL 12- HEN 4/ / SEWER PARKING LEVEL 2 WHICH CONNECTS TO THE CORNER OF THE KCLS LIBRARY _ --' O ' "• ' LIVING UNITS SEE PLUMBING PLANS DOMESTIC SEWRC r`_ - - %//= -/ /// J �_- - fd r - / .'w` : SUMP PUMPSFOR EPARATRKING GATED ON '-------- 9110 COLPITTS k '-' b0 O65 /.per' PAINTED BLUE � / // _ � �•/ ��,� 0 / r LOT B" I PIV ( OIL/W TER \ O�, '''''• '� I FFE 337.5 (UNDTONER HIGHLANDS LIBRARI 204 (SHEET �.44444�''IIII//'// //// /` //// /////'//•// r RIGHT OF WAY PARKING LEVEL 3. FFE-317.25 SPRINKLER (UNDER CONSTRUCTION) n/ LINE (TYP)ATER �' RISER ROOM LOWEST GARAGE FFE=317.25 = _KCLS INSTALL 4•-90DEGREE BEND ry A I-1- \ SIDEWALK PER SEPARATOR TO BE LPARKING GARAGE OCATED ON AND TEE BEHIND - LIBRAR PER STD PLAN 320.4 VALVES /4" DIA. U) a r - PARKING LEVEL 3, SEE PLUMBING r I I ,------------------ TRAFFIC- EXISTING : ' - CDR STD PLANS PLANS AND GENERAL NOTE 3 cN++cc w,u __ SIGNAL .. - - 102 AND F007 --- - ---- _ 0 I� r= ,V POLE F FROM PARKING GARAGE \c -� - t.. c • ` FLOOR DRAINS SEE SIDEWALK PER CDR STD c '''•- PLUMBING PLANS PLANS 102 AND F007 SIDEWALK PER COR STD IF,�'�o PLANS 102 AND F007 s / �i,A ^`\i _ _ rp.er• TO GRADER I - i _ M ADJUSTED RIM �._ `: _ -Fe a k --JOINT UTILITY TRENCH - Da : TO GRADE 'ts; , �1_�` ,..._• .w--•.1.:�--- -- -.�_.. --� PER CDR C PER COR j y.--�"' RIM -336.65 i . • . ....:'�' •'r.'-.'.: ---=,w -airs' q e I _ .. - - - _ .. _ .. _ _ _ 11 STD PLAN NCH FIRE r OI UTILITY n ,.:4 `_ _ _ _ - -- - r :• w` ..:.. i SERVICE CIONNECTIO 1 \ SHEET C4.1) + \ �\ H / . .. ., _ I) I COMMERCIAL WATER 50=1`r TO �.. T.. BACKFLOW TO BE :rw u-w o F` 11.4�FT OW a CLOSEST FH ��': SVNgE w = w_ .- _ _ _ _ SPRINKLERINROOM I I ;TORE LOCATED IN I 4g"•C�, RELOCATE EXISTING STREET LIGHT POLE ON B w--___ =z �' - _ �`i�`ournn w r o-w - - - . _ _ . --- _ -- - - -- 'SP I z a N w a z -ty �' '�-�' LER ROOM o z o a- w w L `�-" NK O ~a- '• %<'C. NEW FOUNDATION, PAD AND JUNCTION BOX IN o ��s5r VD �9 O t m w � w w- -_, I - - -- - o L) W 3 W a i 0 3 5 i 1 '?'�0' PLANTER STRIP. LOCATE PER CDR STD PLAN r•ipr .D RELOCATE EXSTNG I I I ROP. 4-INCH DOMESTIC' tsw 124. CONTRACTOR TO CONFIRM LOCATION OF \ ADJUSTED fFIM SPRINKLER RISER RO WATER CONNECTION EXISTING STORM DRAIN PRIOR TO INSTALLATION s POLE ON NEW FOUNDATIOTO GRADE SEE MECHANICAL AND _ OF STREET LIGHT FOUNDATION 1 ss JUNCTION BOX IN PLARIM-341.39 NOTE: NO CITY IMPROVEMENTS ARE ARCHITECTURAL PLANS - BACKFLOW TO BE LOCATED ---" LOCATE PER BLVD NE CORRIDOR AT THIS TIME. . TD S CDR PLAN 124. CURRENTLY SCHEDULED FOR THE SUNSET a N w > 6'9 IN SPRINKLER ROOM Pr - DR w 3 y'���;>.'K; �� - - - - - sa-�rsa'N rrns. (ssu•w'w uA) a w W t9 > . msr w¢ (xtr:. wV rv¢mwoz''aw LEGEND: *� Qa 1 WATER SERVICE CONNECTIONS v t N.T.S. , SS PROPOSED 8 INCH DIA. PVC SANITARY SEWER (BY CDR) UTILITY TO BE DEMOLISHED (BY CDR) S-400301 W-400301 R-400314 � � ; / / ; ; / / i �� ; , , .• ; ; ; W_ PROPOSED 12 INCH DIA. DIP HIGH PRESSURE ( AS -BUILT NOTE WATER MAIN B Y COR) W MTN2C0AST, LLC (M2C) WAS RETAINED BY OAK HILLS PROPOSED WATER SERVICE (BY BUILDING 1 DEVELOPER) " CONSTRUCTION TO COMPLETE AN AS -BUILT SURVEY OF THE UTILITIES. M2C MAPPED THE SURFACE - - EXISTING WATER MAIN APPURTENANCES AND USED REDLINE DRAWINGS _ . % ' !;, .- : ,� ,i" i , . WATER TO BE DEMOLISHED (BY CDR) o* ft", �4 N0 PROVIDED BY OAK HILLS TO SHOW THE LOCATION OF UTILITIES BASED ry ON ABOVE REFERENCED INFORMATION. UP PROPOSED UNDERGROUND FRANCHISE UTILITIES AS -BUILT INFORMATION IS SHOWN IN RED ALONG WITH THE POWER INFORMATION, STORM AND SEWER (GAS, TELEPHONE, POWER) (BY CDR) po STRUCTURE LOCATIONS AS -BUILT ARE SHOWN IN GREEN, l EwISTExE Q• AND WATER STRUCTURES AS -BUILT SHOWN IN BLUE. THE )• PROPOSED FIRE HYDRANT (BY CORN N o SJ SURVEYOR STAMP HEREON IS FOR AS -BUILT INFORMATION Know what's below. Call before you dig. �R D.E. 0 V p4 RA l 7 o m x RELOCATED STREET LIGHT 4c LAK HEREINBEFORE DESCRIBED AND SHOWN ON THIS SHEET ONLY. Nit 306 `A sSZONAL � DESIGNED BY RP I :) w 0D/2,2118 OSBORN CONSULTING, INC. JOBIy DWG DATE DRAWN BY SUNSET TERRACE CONSTRUCTION SET 10-110031 11-21-2017 TNF I C ECKED BY 01''r' ;11 1 Ave. NE, Suite 220E Ph (425) 451-4009 DEVELOPMENT - BUILDING 1 SCALE SHEET 4 /10/1 PERMIT RESUBMITTAL RDP Bellevue, WA. 98004 Fax (425) 451-4901 NO. DATE RDP RENTON, WASHINGTON UTILITIES PLAN H; 111=20' N/A C4.0 �( C4.3 REVISION BY Co C:) 0 1 1 W C17 I� CV I rr C17 Nt `1 I` CV U r) H O O I O U) W W 2 U) 0 0 Q U W U Q ry D-' W H I- W In n Z � O MN W ry 00n O04 \ry �\ O O- O D_ Lij LLLLI J :2 �:2Q QFz z LLJ LLJ J 0 U) = O- =) WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.11 -82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. ti�Y O e► + PUBLIC WORKS DEPARTMENT WATER PLAN GENERAL NOTES EXISTING WATER LINE TESTING DETAIL t8 FT WE PLAN VIEW NEW WATER LINE STD. PLAN - 300.0 MARCH 2O10 VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG ONE BLIND FLANGE ON BOTTOM ONE (MJ) PLUG WITH 2" TAP & 2" TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 1- GATE VALVES (FLxMJ) 2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS 1- PLUG (MJ) W/2"TAP & 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 & BLOW -OFF & CONNECT WITH SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE OTY + PUBLIC WORKS CONNECTION TO WATER MAIN CUT STD. PLAN - 300.2 DEPARTMENT IN -LINE TEE & ONE VALVE „� p$ MARCH 2O10 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0Q T. 23 N. , R. 05 E. 5EW.M. 09 , T 23 N. , R. 05 E. , W" M. TESTING DETAIL �.a cr NEW D.I. WATER LINE TAPPING TEE (MJxFL) 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-INCH TAP 1-BLIND FLANGE ON BOTTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY BLOCK FINAL CONNECTION DETAIL O NEW D.I. WATER LINE I I PF'N-- P-7 L AFTER 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: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE 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 TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT 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 SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. ti`�Y o - e► + PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD, PLAN 300.1 DEPARTMENT TAPPING TEE & VALVE MARCH 2C NTO 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 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK �CONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVERti 0 CONCRETE THRUST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. \\\-1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE ;ONCRETE BLOCKING 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT i �6 CUT ONE MAN ROCK - 6" CONCRETE PAD /6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT p MARCH 2O10 CITY PIPING 1-1/2" AND 2" WATER SERVICE DETAIL z z J IN UNIMPROVED J CAUTION • VALVE BOX SHOULD NOT REST ON 10 11 12 W RIGHT-OF-WAY INSTALL METER PIPE. LATER COMPACTION IN AREA OF VALVE BOX w a BOX AT PROPERTY LINE WITH 12' LONG COPPER TAILPIECE wa COULD CAUSE THE BREAKAGE OF THE SERVICE. Of a a ° 9" MIN. 12" MAX. z zx f f zxo y 3 0 o ,PrVE 4 EXPOSED 0 7 lu rl N n v 12" BY PASS NOT ALLOWED c FOR IRRIGATION METERS PRIVATE I PIPING U \n/ CRUSHED ROCK �°J BASE TO SUPPORT A A VAULT. - DRILL 2" DIA. HOLE FOR TOUCHREAD DEVICE QUICK -JOINT COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN 2-1/2" MIN. FROM NEAREST NOTE: AND FRONT EDGE OF PIT LID 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. TYPICAL RIB MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK 1. 2" tapped tee, on new water main. 1. 2" topped tee on new water main. 2. 4" long X 2" brass nipple with threaded ends (MIPT). 2. 4" long X 2" brass nipple with threaded ends (MIPT). 3. 2" resilient seat gate valve with threaded ends, square operating nut, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and and valve nut extension if required (see standard detail 330.1). valve nut extension if required (see standard detail 330.1). 4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box. Standard 8" top section with regular base base section, length to Fit, "lug" type cover. 2" brass bushing (MIPT x section, length to fit, "lug" type cover. FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or 5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each bronze nipples 6" length, threaded ends. 2 each 1-1/2"-90' brass or 2"-90' brass or bronze elbows (FIPT x FIPT). bronze elbows (FIPT x FIPT). 6. 2" (MIPT) x compression fitting, Ford C84-66 or equal. 6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal. 7. 2" soft copper 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. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal. 9. 2" Customsetter with by-pass Ford: VBH 86-12B-11-77 (x 17-3/16" 9. 1-1/2" Customsetter with by-pass Ford: VBH 86-126-11-66 (x McDonald Brass: 308715WDFF775 or Mueller B-1427-2" with flanged 13-3 16 McDonald Brass: 308612WDFF665 or Mueller B-1427-1 1 2" angle ball valve and padlock wings on inlet, and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outlet, boll valve on bypass with padlock wings. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall have vertical inlet and outlet. have vertical inlet and outlet. 10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by contractor. contractor. 11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon payment of all related water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and purity tests. purity tests. 12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series 12. 17%30" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l" equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for for touchread pit lid, and meter read lid. touchread pit lid. 13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-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 adoptation or C-14-66 or equal. The property owner is responsible for any necessary extension of water service. adaptation or extension of water service. NOTE: 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 BOX. 'S Y + .•,,� PUBLIC WORKS 1 1 2" AND 2" WATER SERVICE LOCATED STD. PLAN - 320.2 '•ate T+ DEPARTMENT IN PLANTING STRIP 'MARCH 2010 CITY OWNED AND MAINTAINED PRIVATELY OWNED AND MAINTAINED BUILDING WALL MAXIMUM PIPE LENGTH FROM PROPERTY LINE TO DDCVA MUST NOT EXCEED 50 FEET 3 ® 4 CONCRETE BOLLARDS i 03 10 N 5 PERIMETERS OF MINIMUM CLEARANCES TO BE PAINTED ON FLOOR IN WHITE 1� • •5 FT. MAX. © O ENAMEL PAINT STRIPE, WITH 2 INCH STENCILED BLACK LETTERS TO SAY: O9 w "DO NOT BLOCK ACCESS" rc ? I • 10 r Z r z m a o (L w o z 4 INCH 48 INCH J 13 12 11 CD = DDCVA MUST BE INSTALLED IMMEDIATELY AFTER H PIPE PENETRATION THROUGH BUILDING FLOOR SLAB. W ROOM IN WHICH DDCVA IS LOCATED SHALL: z A. HAVE FLOOR DRAIN CONNECTED TO THE SANITARY SEWER SYSTEM. B. HAVE A HEATING SYSTEM (40' F MIN. TEMP.) NO HEAT TAPE 0 C. NOT BE USED FOR STORAGE AROUND THE DDCVA m D. HAVE CLEARLY DELINEATED ACCESS WAYS TO DDCVA AND PIVs. w w J A RIGHT -OF -ENTRY AGREEMENT MUST BE GRANTED TO THE z CITY OF RENTON FOR INSPECTION OF THE DDCVA AND METER. SEPARATE FIRE SPRINKLER PLANS INCLUDING INSTALLATION OF DDCVA MUST BE SUBMITTED TO RENTON FIRE PREVENTION DEPARTMENT FOR REVIEW AND APPROVAL. A SEPARATE FIRE SPRINKLER PERMIT IS REQUIRED. II I 1. MAIN LINE TEE (MJ x FL) WITH CONCRETE BLOCKING (WATER MAIN LOCATED IN EASEMENT ON PRIVATE PROPERTY SHALL NOT BE MORE THAN 50 FEET TO BUILDING) 2. BRANCH VALVE (FL x MJ) WITH VALVE BOX AND COVER 3. CLASS 52 DUCTILE IRON PIPE (4 INCH MINIMUM) ALL PIPE ANDVr FTTINGS SHALL BE RESTRAINED WITH SHACKLE RODS AND CONCRETETHRUST BLOCKS PER NFPA AND AWWA STANDARDS. 4. POST -INDICATOR VALVE (MJ) WITH TAMPER SWITCH5. 2-90' BENDS (FL x FL) WITH FLANGED DUCTILE IRON PIPE SPOOL 6. 18" LONG SPOOL (FL x PE) if 7. FLANGE COUPLING ADAPTOR FINISH FLOOR LEVEL \ B. APPROVED DDCVA ON MAIN LINE IN HORIZONTAL POSITION ONLY. (PER LATEST DEPT. OF HEALTH APPROVED LIST OF BACKFLOW PREVENTION ELEVATION VIEW OF DDCVA DEVICES) BOTTOM OF DDCVA SHALL BE A MINIMUM OF 24 INCH ABOVE FLOOR LEVEL AND NOT HIGHER THAN 3 FEET MAXIMUM. INSTALL 3 CONCRETE PADS OR ADJUSTABLE PIPE SUPPORT COLUMNS UNDER DDCVA ADJUSTABLE STEEL PIPE SUPPORT, 9. O.S & Y VALVES TO BE RESILIENT SEATED WITH TAMPER SWITCHES. STANCHIONS BOLTED TO FLOOR. ADD WIRING IN ACCORDANCE WITH L & I 10. METERED 3/4 INCH BY-PASS DCVA - BY-PASS METER SHALL BE A 3/4 INCH "SENSUS-ECR" SR POSITIVE DISPLACEMENT METER EQUIPPED ICE REGISTER WITH A REMOTE READ SENSOR PLATE MOUNTED ON THE OUTSIDE OF THE BUILDING WALL (WALL MOUNT TYPE). 11. SWING TYPE GRAVITY CHECK VALVE, FLANGE WITH BALL DRIP IN VAULT OR OUTSIDE BUILDING 12. 4"x 4" x 6" BULL, ELBOW, THREADED 13. UL LISTED FIRE DEPT. CONNECTION, UL LISTED BREAK AWAY CAPS, LOCATE WITHIN 50 FEET MAXIMUM OF A PUBLIC FIRE HYDRANT. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPARTMENT OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT MUST BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPARTMENT PRIOR TO ACTIVATION OF NEW LINE. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" FLARE CAPS. ��Y O INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 + +► PUBLIC WORKS LARGER DETECTOR DOUBLE CHECK ,P�N�o$ DEPARTMENT VALVE ASSEMBLY MARCH 2O10 REGISTER SHALL BE TOUCH READ PIT LID 4" POST INDICATOR VALVE (TR-PL) AND BE INTELLIGENT COMMUNICATION (MJxMJ) PAINTED BLUE ENCODER TYPE (ICE). METER MUST READ IN 2-3/4" SHACKLE RODS PER CITY CU. FT. OF RENTON SPECIFICATIONS 4" 90' BEND (MJ) 4" 90' BEND (MJ) INSTALL IN TEST TEE (MJxFL) Z GATE VALVE (FLxMJ) 0 12" 13 LF 4" D.I. 7'-0"� / PORT A 2"x2" BRASS NIPPLE WITH A 2" RESILIENT J z 4 LADDER WITH SEATED BRASS GATE VALVE AND 2" PLUG. 4" FLxMJ ADAPTOR v SUPPORT BARS PER OSHA .2•-4„ 4" FLxMJ ADAPTOR 4" or 6" D.I. TO BUILDING FLOW -� EPDXY NON -SHRINK GROUT �4" 4" TEE (MJxFL) WELDED STEEL COLLAR CITY PRIVATE TOUCH READ PIT LID SENSOR MOUNTED OII STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING DRILLED HOLE IN COVER. LOCATE HOLE 2)4" DEADMAN BLOCK FROM EDGE OF PIT LID AND RIBS. 4" TEE REQUIRED WITH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 3"0" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-0". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH SENSUS MODEL 520R RADIO 57-7L-B, 2 3'x3' DIAMOND PLATE DOORS) READ PIT SET SENSOR MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX, 6",4" OR 3" GATE VALVE (FLxFL) COVER THROUGH 2" DIA, EQUAL TO OLYMPIC FOUNDRY CO. NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI' 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 Y-6" LONG WITH COLLAR 20" FROM P.E. EQUAL TO THOSE SUPPLIED BY PACIFIC 3" 4« VALVE NUT EXTENSION IF REQUIRED WATER WORKS CO. INC. I I- (DWG BR46/PAGE 8090) III ICI=--he��ll NIN 6",4" OR 3" COMPOUND WATER METER (FL) - EQUAL TO SENSUS SRII COMPOUND METER WITH TOUCHREAD PITUD I.C.E. REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION 100 CUBIC Z ( ADJUSTABLE STEEL FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT METER WITH 4"X3" FLxFL CONCENTRIC STANCHION BOLTED REDUCER. TO FLOOR GENERAL NOTES: ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. DTO BUILDING 14" U CITY PRIVATE PIPING PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52. LENGTH TO FIT. 6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC OR APPROVED EQUAL. ®+ PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC STD. PLAN - 320.4 DEPARTMENT WATER METER ASSEMBLY F 0� `14ARCH 2O10 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. S-400302 W-400302 R-400315 C'7 C] C:) 1 6 1 0 w Co C:) I CV C� r) r•� O O I 0 U) Ld Ld U) 0 0 a U i Ld U Q ry ry Ld I- Ld v)n z �o MFy N N O NO n 0-0)l I.i LLI LLJ :2 �:2Q QFz z LLJ LLJ J 0 N LL_0-z 12" MI 18" MF SEE A A PLAN VIE WATER !A SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1/4" DIA. 1/8" MIN. THICKNESS 'IECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1 /8" MIN. THICKNESS 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" VALVE MARKER POST 3�3 WHITE POST *Y11- STD. PLAN - 330.1 PUBLIC WORK," VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2O10 CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0 Q T" 23 N" , R. 05 E" , W. M. 11-1/4' BEND OD-1 CAP 22-1/2" BEND 45' BEND 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 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 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 BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 1 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.31 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.01 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 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' TRUST BLOCK BED REA REFERS TO . ACE OF BLOCK MI 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 STD. PLAN - 330.2 PUBLIC WORKS DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2O10 SHACKLE RODS TYPE A BLOCKING ..• D. 00. m• \/=71I Al orninc Where shown on the plans or in the specifications or required by the Engineer, joint restraint system (shackle rods) shall be used. All joints restraint materials used shall be those manufactured by Star National Products, 1323 Holly Avenue, PO Box 258, Columbus, Ohio 43216 unless an equal alternate is approved in writing by the Engineer. Materials Steel Types: High strength low -alloy steel (car -ten), ASTM A588 heat -treated. 1. Tiebolt: ASTM A588, Grade B, Cor-Ten, equal to Superstar Tielbolt SST 7 5/8" for 2" and 3" mechanical joints (M.J.) with eye for 5/8" rod SST 7 3/4" for 4" to 12" M.J. with eye for 3/4" rod SST 756 3/4" for 14" to 24" M.J. with eye for 3/4" rod SST 747 : 3/4" for 4" to 12" M.J. with eye for 7/8" and 1" rod SST 757 : 3/4" for 14" to 24" M.J. with eye for 7/8" and 1" rod SST 778: 1" for 30" to 36" M.J. with eye for 1" rod 2. Tienut: Hex Nut ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tienut SS8 for 5/8". 3/4", 7/8". 1" Tiebolt and Tierod 3. Tiecoupling with Tiestop Pin ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiecoupling SS10 for 5/8", 3/4", 7/8", 1" Tierod 4. Tierod: Continuous threaded rod for cutting to desired lengths ASTM A588, Grade B. Cor-Ten, equal to SuperStar Tierod SS12 for 5/8", 3/4", 7/8", 1" 5. Tiewasher ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiewasher SS17 for 5/8", 3/4", 7/8", 1" round flat washer S TYPE B Y CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 + PUBLIC WORKS FITTINGS DEPARTMENT gyp$ MARCH 2O10 APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: Installation: Install the joint restraint system in accordance with the Manufacturer's instructions so all joints are mechanically locked together to prevent joint separation. Tiebolts shall be installed to pull against the mechanical joint body and not the M.J. follower. Torque nuts at 75-90 foot pounds for 3/4" nuts. Install tiecouplings with both rods threaded equal distance into tiecouplings. Arrange tierods symmetrically around the pipe. Where a Manufacturer's mechanical joint valve or fitting is supplied with slots for "T" bolts instead of holes, a flanged valve with a flange by mechanical joint adaptor shall be used instead, so as to provide adequate space for locating tiebolt. Where a continuous run of pipe is required to be restrained, no run of restrained pipe shall be greater than 60 feet in length betwee fittings. Insert long body solid sleeves as required on longer runs to keep terod lengths to the 60 foot maximum. Pipe used in continuously restrained runs shall be mechanical joint pipe and tiebolts shall be installed as rod guides at each joint. Pipe Size Inches Test Pressure PSI 2 4 Number and Size of Rods 6 8 10 12 14 24 2 250 314" 3 250 314" 4 250 3/4" 6 250 3/4" 8 250 314" 10 250 314" 12 250 3/4" 14 250 3/4" 16 250 3/4" 18 250 3/4" 20 250 3/4" 24 250 1+4" 30 200 f,l" 36 200 1" 42 200 " 46 200 " STD. PLAN - 330.5 PUBLIC WORKS SHACKLE RODDS DEPARTMENT AND TIE BOLTS MARCH 2O10 DATE: DATE: DATE: DATE: Know what's below. Cali before you dig. S-400303 W-400303 R-400316 C) C:) 0 I 6 I 0 w CM O O I CV C:) C:) I CV r) .r 0 I O .r U) Lv Lv U) 0 0 a U i Lv U Q ry ry w I— Lv V)n z �0) N N = MFy N N 0 NN n o",ry Li.I LLI L LJ :2 �:2Q QFz z Ld LLJ J 0 N LL_0-z CONSTRUCTION RECORD DRAWING THIS CONSTRUCTION RECORD DRAWING IS A COPY OF THE APPROVED CONSTRUCTION DRAWING PREPARED BY OSBORN CONSULTING INC. AND HAS BEEN EDITED USING INFORMATION PROVIDED BY OAK HILLS CONSTRUCTION, LLC TO REFLECT ASBUILT CONDITIONS SEC. 0 Q T. 23 N. , R. 05 E. , W. M. RECESSED Not to Scale LIFT POCKET FRAME i'-n" f11 Ae1C r= 7'—n" 3/4 LETTERING SEWER SEWER'S o � o CAST IRON RING AND COVER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1.5 STAINLESS STEEL REF. PART #00981177 �- -� 1 -3/16" 45- (1 /8) BEND OR DABLE PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED 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. Aoffklk ,.•,�STD. PLAN - 403.1 PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED IL-M-*B DEPARTMENT FOR SANITARY SEWER MAIN Iue�Vle // n nta D W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'-0" BEDDING MATERIAL FOR SANITARY SEWER PIPE O.D. OF PIPE (SEE NOTE 5) FOUNDATION LEVEL 6" BEDDING FOR SANITARY SEWER PIPE NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 40S • PUBLIC WORKS PIPE BEDDING APP OVED- VLSKB DEPARTMENTVASOF FOR SANITARY SEWERS 0 G pDm rubevlenu d DATE APPROVED BY: APPROVED BY: APPROVED BY: APPROVED BY: LENGTH(FT) w 0 a 50 a 100 F`' 150 � 200 a 250 6 300 Z 350 co 400 450 LENGTH(FT w 0 a a 50 w 100 w 150 a zoo 0 250 z 300 350 400 450 LENGTH(FT) w 0 a a 50 w 100 w 150 a 200 0 250 Z 300 N 350 400 450 LENGTH(FT) Li 0 a 50 w 100 w 150 a 200 0 250 Z 300 Ln 350 400 450 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 860 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 888 872 856 844 836 824 816 808 804 796 908 888 876 860 852 840 832 824 816 808 804 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 1 100 150 1 200 250 300 1 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 440 520 600 676 756 836 840 828 812 804 792 660 740 820 896 932 908 888 868 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1076 1052 1028 1008 992 976 964 952 940 1132 1104 1080 1056 1036 1020 1004 988 976 964 952 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 1308 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 1132 1116 1100 1360 1324 1292 1264 11236 11212 1 1192 111681 1152 1 1132 1 1116 TIME (SECONDS) 6 IN. DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 1304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 1292 1700 1644 1596 1552 1512 1472 1440 1408 1380 1352 1328 1700 1652 1608 1568 11532 11496 11464 11436 11408 11384 11360 1700 1656 1616 1580 11548 11516 11484 11460 11432 11408 11388 TIME (SECONDS) PROCEDURE: SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4.0 P.S.I.G. FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE. IF THERE IS A LOSS AT 4.0 P.S.I.G. OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. Y AIR TEST TABLE STD. PLAN — 410 !® + PUBLIC WORKS ( LOW PRESSURE) To� DEPARTMENT FOR SANITARY SEWERS MARCH 2O08 DATE: DATE: DATE: DATE: S-400304 W-400304 R-400317 Know what's below. Cali before you dig.