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HomeMy WebLinkAboutzW-3930SetT I I I 1 1 1 I w I w J 1 II it w II 1 II DC CDoil 11 II 1 Q _ 1 O O ��_ - _ SSMH 666 RIM=36.01 22" ER C E-W CENTER CHANNEL=27.66 _ - - - - - - - - - 8' PVC S IE=28.36 NORTH H-STREET----c - 0 - - O ;_ l _ 1-� -_- -_--_-_ _ _ Lj C4.1 "------- %�ESHEET --- -WATER PLAN ................ .... -----w - w----- w -----w-- = = = = = = = i III 45; LECTRICAL VA T, SEE LECTRICAL PLANS, SHEET I J ull \ E 1 AND E102CD NINa> �� ❑ I I II 7\7 I I II u III IG FIRE LANE - NO PP. SSMH 4174 RIM-v .ti8 8" PVC N-S CENTER CHANNEL=29.03 1 �, 1 �I I 1i I �38.3 2HR PARK (,b CENTER OF 1 (Y� CHANNEL: 29 3 LADDER E 1 1 I � I 1 11il Vl 0 1 SEE SHEET C4.2 1� FOR SANITARY 1 SEWER PLAN 1 AND SHEET C4.3 1 FOR SANITARY " SEWER PROFILE I III ' i i I 00 1 1 III 1 I I M I� co 1 co 1 1 I 1 I 2HR PARKING 1 I I I 1 I I 1 I I 1 �I 1 I 1 � VENT PIPE, SEE ; 1 MECHANICAL PLANS FOR CONTINUATION 1 III FOR CONTINUATION OF GAS DESIGN SEE ICI MECHANICAL PLANS, SHEET P100A AND P101A L C 0 it III T I I COORDINATE PROPOSED GAS SERVICE WITH PUGET SOUND ENERGY (PSE). WORK SHALL BE COMPLETED BY _ 1 PSE AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS I - - - C I INCURRED TO CONSTRUCT THE GAS SERVICE. TRENCHING, BEDDING AND BACKFILL FOR THE GAS LINE I V10 ® SHALL BE PROVIDED BY THE CONTRACTOR. A SEPARATE III FRANCHISE PERMIT IS REQUIRED FOR GAS INSTALLATION -- I IN THE PUBLIC RIGHT-OF-WAY. �r, do AN _'_..:T _ ■ i t-�� ice'=7r'i ,-�' _ ..�!' _ �ti. �i .■ I i.i .C�i�t'� Ad .: �: ►�II�VI • �� ;1 ,,� �i uI s I�R SSMH 2428 RIM=37.25 42" CONC E-W CENTER CHANNEL=24.75 LADDER N 1 (- II ���I LJ x ll 5" 1 I ° II 1 mom CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOCI1YENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDoanENTDGESNorDERocATEFROMRESERVED OIMERSIIP RN#115 N R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLTFORIHEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AODInoNTOTNArPRaECTaRFGRANTOTNERPRo�Ecr. LJ a z J I J. 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 �1�pGI,$�E TACO M A• SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �� IONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY ,APPROVED: S. COMFORT PROPOSED LEGEND: NOTES • BOLLARD 1. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY. SANITARY SEWER MANHOLE CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR • SANITARY SEWER CLEANOUT "BEFORE & AFTER" CONNECTION DETAILS. OD 2. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD O ■ STORM CATCH BASIN � DETAIL 300.6. O ■� STORM MANHOLE p ADS ROOF DOWNSPOUT O c.� o GAS METER GAS VALVE FIRE SPRINKLER NOTE UTILITY POLE E- UTILITY POLE ANCHOR WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE PAD MOUNTED TRANSFORMER COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. © POWER VAULT � THRUST BLOCKING FIRE PROTECTION NOTES 90° BEND MJ THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND 45° BEND MJ CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE CV 22.5° BEND MJ PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE O PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION C9 �-� 11.25° BEND MJ AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE O O TEE FL HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID p SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S ' TEE MJ DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE O PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS ]S-[ TEE MJ x FL AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO Q K GATE VALVE MJ x FL ACQUISITION OF ALL PERMITS. J �C GATE VALVE MJ N CHECK VALVE w FIRE DEPARTMENT CONNECTION GENERAL NOTES: Ak FIRE HYDRANT 1. SEE SHEETS C7.3, C7.5, C7.6, AND C7.7 FOR STANDARD WATER NOTES AND 0 IRRIGATION CONTROL VALVE DETAILS. 0 WATER METER 2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION ® FOR INSTALLATION OF NEW WATERMAIN. POST INDICATOR VALVE 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C7.6 C7.6 'AND C7.6 G GAS LINE P ELECTRICAL LINE LO 4. TRENCHING, BEDDING, BACKFILL, AND PAVEMENT PATCHING FOR THE GAS LINE r- W WATER LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE CV I IRRIGATION PER RECORD DRAWING INSTALLED BY PSE. O O F FIRE SERVICE LINE 4 O X X FENCE 5. TRENCHING SHALL BE CONSTRUCTED PER DETAIL C7.10 C9 CONCRETE 6. ALL WATER MAINS SHALL HAVE MINIMUM 3 FEET COVER. ASPHALT 7. PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 3 - - PROPERTY/RIGHT-OF-WAY LINE C7.2 CONSTRUCTION RECORD DRAWINGS VERTIA HORZONTnL�NADDi983�T991 1,1 U CITY OF R E N TO N DATUM Planning/Building/Public Works Dept. S BIT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS I BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT OVERALL UTILITY PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWING N0: C4.0 SHEET:OF: 14 43 R-393014 S-393001 W-393001 REMOVE EXISTING HYDRANT. . o. o. o. o. INSTALL PLUG (MJ) ON EXISTIN 6" VALVE a .. a a a I STA:26+11.47, 36.13' RT D �I (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDAD PLAN 310.1 SEE DETAIL 2 ON SHEET . . . . . AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALL NVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED OINERSIIP RN;Ii1S N R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PRo�ECTIDENiFIDNTHE 11TLEBLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTHAT PRaECTaRFOR ANY oTNERPROJECT. LJ a z J J. / mom y C�*1�1 * 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS W 1�fffi 3 CITY COMMENTS ,ter 2 ADDENDUM NO. 3 �EGI,$�E F� �y� TA C O M A SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB ?5+38.78, 108.92' RT RE HYDRANT ASSEMBLY CITY OF RENTON IDAD PLAN 310.1 DETAIL 2 ON SHEET C7.5 K6" TEE (MJxFL) GATE VALVE (FLxMJ) PLUG (MJ) )NCRETE THRUST BLOCKS r =R ENT IOTES 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 W. 24+59.15, 15.33'RT )NNECT 2" IRRIGATION WATER SERVICE PER )R STD. PLAN 320.2. SEE DETAIL 1 ON SHEET '.7. SERVICE AND METER BY CITY. )UBLE CHECK DETECTION ASSEMBLY WITH 'ANDPIPE INSTALLATION PER CITY OF RENTON 'ANDARD PLAN 360.2. SEE DETAIL 4 ON SHEET '.6. TIGHT LINE 6" DRAIN INTO STORM DRAIN JE TO EAST. )ST INDICATOR VALVE. COMPOUND DOMESTIC WATER METER >SEMBLY PER CITY OF RENTON STANDARD PLAN 0.4. SEE DETAIL 2 ON SHEET C7.7. CONNECT 6" 'ORM LINE TO SDCB 8. REDUCED PRESSURE BACKFLOW ASSEMBLY IN )T BOX PER CITY OF RENTON STANDARD PLAN 0.2. SEE DETAIL 4, ON SHEET C7.3. TIGHT LINE :AIN WITH 6" STORM LINE SDCB 8. DOUBLE CHECK VALVE ASSEMBLY FOR RIGATION PER CITY OF RENTON STANDARD AN 340.8. SEE DETAIL 3 ON SHEET C7.7. SEE NDSCAFOR SERVICE CONTINUATION. RAL NOTES ILL CONCRETE BLOCKING FOR HORIZONTAL ENDS, TEES, AND VERTICAL BENDS SHALL BE ER COR STD PLANS 330.2 AND 330.3. SEE DETAIL ON SHEET C7.6 AND DETAIL 2 ON SHEET C7.6. ILL MECHANICAL JOINT FITTINGS SHALL HAVE ESTRAINED-JOINT RETAINER GLANDS EQUAL EGALUG SERIES 1100 OR APPROVED EQUAL AND ONCRETE BLOCKING. PROPOSED GROUND PROFILE @ PIPE VERTICAL SCALE: 1"=2' CENTERLINE SUBGRADE FILL MATERIALS SHALL BE EXISTING GROUND PLACED AND COMPACTED PRIOR TO PROFILE @ PIPE WATER MAIN INSTALLATION CENTERLINE 36" MINIMUM — — (1) , BEND "'. ----- (1) CONC. THRUST BLOCK 8" D.I.P. CL52 WATER APPROXIMATE DEPTH OF EXISTING POWER LINE. 12" MINIMUM 12" MINIMUM PROPOSED STORM DRAIN LINE. PROVIDE ADDITIONAL FITTINGS AS NECESSARY TO MAINTAIN CLEARANCE FROM UTILITIES. (1) 22.5° BEND (MJ) (1) CONC. THRUST BLOCK 4'x4' ELECTRICAL CONDUIT DUCT BANK r o r M PO M PO M 0+25 0+50 REMOVE EXISTING HYDRANT. INSTALL 6" PLUG (MJ) ON EXISTING 6" VALVE I C 0+75 NORTH 3RD STREET 0 0 ui � G WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: HAD Di 9831968 1991 1,1 U +�� ; CITY OF RENTON DATU M Planning/Building/Public Works Dept. 1+00 STA:12+27.88, 22.08' LT (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STAN DAD PLAN 310.1 SEE DETAIL 2 ON SHEET C7.5 (1) 8"x6" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. GRAPHIC SCALE 0 5 10 20 1" = 10 FEET 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT WATER PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C4.1 SHEET: OF: 15 43 • • N N C9 O O O Q J M N O O O c9 W-393902 PROPOSEJEA "'- ROOF DRAI=�III=GEOTEXTILE FABRIC WAS6" MINIMIN BELINT 2" MIN 4" MAX =11=III / / ' IIIIIIIIIII �'�' J IIIIIIIIIII Q ���� / z " o / Q p z / D / O / ILL. � 2" MIN 18" MIN FOOTING DRAIN NO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. j 2" MIN - FINISH GRADE 4" 2 \ CLEANOUT 7 4 4 r- IIXL-BUILDING FOOTING SUBDRAINv. FOUNDATION SEE STRUCTURAL DETAILS DOWNSPOUT CONNECTION NO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATIONaFTNISDOCI1YENrSHALLNVAlIDA1ETIE PROFES90NAL SEAL AND SRNATURE. PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCIIIEIITDOESNorDEROGATEFROMRESERVED OINER9IP RN;ii15 N R THIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY af4_YFORTNEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDI110NTOTNArPRo,ECTaRFORANTOTNERPRo�icT. W a ZLd P11111SURFACE SEAL- NATIVE SOIL OR OTHER LOW =111=111 PERMEABILITY MATERIAL. GRAVEL BACKFILL FOR DRAINS; WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(4), FOUNDATION STRUCTURE DRAIN PIPE- PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR O SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. GEOTEXTILE FABRIC FOUNDATION DESIGN PER LANDSCAPE AND STRUCTURAL PLANS AND DETAILS WALL, SEE STRUCTURAL DETAILS. a 8" PVC SCH 40 TYP. 4 a 4 711 7 by � of wasgr� �0•p �O3� �SSIONAL� _ 5 t 4 3 2 TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 19253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB LP"/11 PreC li ing Reli b(it GREASE ITERCEPTOR SINGLE VAULT SYSTEM 600-7000 Gallon System Dim "A" Clear Access Opening Contractor To Core Drill Or Knockout Pipe Hole In Field Grout Both Sides Knockout —� —� Typical o xI E A - F + 1 + (- l + (� - A N o Precast Divider Droft 1'-0" o DETAIL 1 PLAN VIEW Slot Both Sides O Locking Frome & Cover Vent Pipes Adjust To Grade Air & Gas Tight 1 Optional 3 Places (2 Places On 577-GA) I I I 7 .. Inspection Tee INLET -- Typical — o •'• -- OUTLET Tee or I I I V = Elbow t0 z Dim "E" o o o 0 Woter Depth ,o I E Li LJ CN Grout All Around Slot Both Sides Length .3 Length SECTION VIEW AA Gallon Capacity 600 800 1000 1500 2000 2500 3000 4000 5000 6000 7000 LIV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA 612-GA 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" ll'-2" 12'-8" 12'-8" 13'-1" 13'-1" 15'-7" 19'-11" 19'-11" Dim "B" 4'-8" 4'-8" 5'-0" 5-8" 6'-8" 6'-8" 8'-0" 8'-0" 9'-7" 9'-11" V-11" Dim "C" 7'-0" 7'-0" 7'-2" 7'-2" 8'-0" W-0" 8'-7" 8'-7" 10'-0 1/2" 10'-5" 10'-5" Dim "D" 1 3'-7" 1 4'-8" 4'-2" 1 4'-3" 1 4'-7" 1 5'-6 1/2" 1 5'-1" 1 6'-8" 7'-4" 7'-1" 8- 0' Water Depth Dim "E" 1 3'-3" 1 4'-4" 3'-10" 1 3'-11" 1 S-9 1/2" 4'-9" 1 4'-8" 1 6'-3" 6'-1- T�87-77 Design Criteria: GREASE WASTE FIXTURE UNITS = FROM 2012 UPC, 1,000 GALLONS REQUIRED SCALE: 3/8"=1'-0" Items Shown Are Subject To Change Without Notice Issue Date: August 2012 116 *Aub Address hone: 80 -8 -�201 38 588 25 -7 5- WA 98071 mal. p ub rn castle.com Notes: 1. Concrete: 28 Day Compressive Strength rc = 7000 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For underground Precast Concrete utility Structures" 5. Loods: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start-up Of System 7. Contractor To Supply & Install AN Piping & Sampling Tees 8. Gray Water Only, Block Water Shall Be Carried By Separate Side Sewer 1000 GAL.GREASE INTERCEPTOR NO SCALE RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION D Do 6" O PVC PIPE, TO CATCH BASIN TRENCH DRAIN ® 1992-2012 Oldcostle Precast, Inc. 3" MIN w z I � w w 0 a- 1 0 cD Q� E 0 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION -REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) CENTER BACKFLOW PREVENTER IN ENCLOSURE 3" MIN. INSULATED ENCLOSURE 3" MIN. "HOT BOX" OR EQUAL i 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER `o 3" MIN. 0.50' CONCRETE SLAB z UNION 5iFINISHED 0.50' N GRADE FINISHED GRAD � 3.50' � 2' 00 DRAIN Vp 9? N' Vp z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) 2 0' GRAVEL z 6. 0' CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW — INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y STD. PLAN — 350.2 a_®+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX �NTo� MARCH 2O10 REDUCED PRESSURE BACKFOW ASSEMBLY IN HOT BOX (COR STD. PLAN 350.2) NO SCALE 1.2' GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE NON -SLIP, SHALL BE ADA-COMPLIANT, AND SHALL 4„ BE RATED FOR H-20 LOADING. DL D D L DEPTH' 3000 PSI DV,�RIES CONCRETE "ZURN Z-886" TRENCH DRAIN OR APPROVED EQUAL. TRENCH DRAIN AND GRATE SHALL BE RATED FOR HS-20 LOADING. NO SCALE WJF 2/22/1 8 WJF SURVEYED: SCALE: . DFOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS HOR ZONTAL: NAD Di 983/11991 +; CITY OF RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL 05/04/2017 RENTON SCHOOL DISTRICT FIELDBOOK: PAGE: STORM DRAINAGE NOTES DRAWING NO: AND DETAILS III C7.3 sHEET:33 OF: R-393029 W -393003 • • N CY) Q0 O O Q0 J N O O O I Q0 TESTING DETAIL +R CT TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLCW-OFF ASSEMBLY CONCRETE BLOCKING IEW D.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BUND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ' NEW D.I. WATER LINE O (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. STD. PLAN - 300.1 * PUBLIC WORKS CONNECTION TO WATER MAIN WITH DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 CONNECTION TO WATER MAIN WITH TAPPING TEE AND VALVE (COR STD. PLAN 300.1) NOT TO SCALE WATER UTILITY NOTES AND SPECIFICATIONS 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 Cl 10 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 INACCORDANCE 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 WITH 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 ANSI/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 O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509VALVES 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.O.) 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). AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA71ONaFTHIS DOOIYENrSHALL NVMIDAIETIE ES9 PROF0NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DoaILENTDOES NOT DERocATEFROM RESERVED OINER9IP WO IN ff. THIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLTFOR THE PRo�ECTIDENiFIDNTHE 11TLEBLOOC AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoanorlTOTHArPRaECTaRFGRANTOTHERPRo�Ecr. W aLd >'vtof wasgr� �� J � by o �0•p �O3� �SSIONAL� 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. 3 CONCRETE THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT 1 �6 MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 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 COVER 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 CONCRETE BLOCKING 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 MIN 3' RADIUS ONE MAN ROCK- 1 6 6" CONCRETE PAD LEVEL ALL GROUND MIN 3' RADIUS a 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 ati + PUBLIC WORKS FIRE HYDRANT ASSEMBLY + �O� DEPARTMENT MARCH 2OI0 NOTE: ONLY WORK REQUIRED TO INSTALL THE CONCRETE PAD SHOWN BY THE DETAIL IS REQUIRED. FIRE HYDRANT ASSEMBLY (COR STD. PLAN 310.1) NOT TO SCALE 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 POSITIVE 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 CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. _ 5 4 3 2 TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 1 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT 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/A21.10-82, 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 60INCHES. 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 BYTHE 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) MAYBE 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. ��Y o STD. PLAN - 300.0 PUBLIC WORKS WATER PLAN GENERAL NOTES i DEPARTMENT MARCH 1 20 0 i WATER PLAN GENERAL NOTES (COR STD. PLAN 300.0 NOT TO SCALE 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 CONTRACTOR'S 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 SAWCUT 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 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. CONSTRUCTION RECORD DRAWINGS SCALE: VERTIAS SHOWN HORIZONTAL: NAD D1983/11991 1,1 Uhl +� , CITY OF RENTON ONE INCH DATUM AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT WATER NOTES AND DETAILS I 05/04/2017 PAGE: C7.5 SHEET: OF: OF:43 • • N N Q0 C) CD Q0 Q J CD CD CD Q0 W-393004 1 n a n 11-1/4" BEND CAP r,. i Ell ,�< 22-1/2' BEND 45' BEND 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 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.5 1 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'-O" 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' THRUST BLOCK BE. AREA REFERS TO FACE OF BLOCK M 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 (I-s/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 HORIZONTAL AND DOWNWARD VERTICAL BENDS Ni_1PC'Ii CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS (COR STD. PLAN 330.2) NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA71ONaFTxISDOCI1YENrSHALLNYAlIDA1ETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROMRESERVED OINER9IP RWHiS IN IT. THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PRo,IEcrDENTIREDNTHE nTLEeLoac AND IS NOT TO BE USED FOR REPAIR, REMODEL OR cr. W a ✓ 1 J �� by � of wasgr� �0•p 41803 w� ��� kEGI STEV, SSIONAL I In SHACKLE RODS c^� TYPE A BLOCKING ^ ocnl^c S CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 « fL + PUBLIC WORKS FITTINGS �Nzo� DEPARTMENT MARCH 2OI0 CONCRETE BLOCKING FOR VERTICAL FITTINGS (COR STD. PLAN 330.3) NOT TO SCALE _ 5 I 4 3 2 nd - T A C O M A• SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, VVA 98403 NO. 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION 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 on equal alternate is approved in writing by the Engineer. Materials Steel Types: High strength low -alloy steel (cor-ten), ASTM A588 heat -treated. 1. Tiebolt: ASTM A588, Grade 8, 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. Tiewosh er ASTM A588, Grade B, Cor-Ten, equal to SuperStar Tiewosher SS17 for 5/8", 3/4", 7/8", 1" round flat washer Instollation: 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 o flange b 9 9 Y 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 tierod 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 3/4" 3 250 3/4" 4 250 3/4" 6 250 3/4" 6 250 3/4" 10 250 3/4" 12 250 3/4" 14 250 3/4" 16 250 3/4" 18 250 3/4" 23 250 3/4' 24 250 3/4" 30 200 3/4" 35 200 1" d2 200 1" 48 200 V. MIN l� V 4 STD. PLAN - 330.5 PUBI IC WORKS SHACKLE RODDS DEPARTMENT AND TIE BOLTS N _ 'MARCI-3 ?OI O SHACKLE RODS AND TIE BOLTS (COR STD. PLAN 330.5) NOT TO SCALE WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE HINGED STEEL PLATE COVERS. DIMENSIONS 5'-8"x ll'-2"x 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL.-\ TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. 6" PIPE FL.x DRILLED HOLE IN COVER. FL. 2'-0" LO THE BY-PASS ASSEMBLY SHALL BE \ INCLUDED AS PART OF THE DETECTOR a DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY 5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY CITY PRIVATE I \ 11'- 2'= z PIPING PIPING TEE (MJ x FL) GATE VALVE (FL x MS) y ) 5'- _TO CITY MAIN 12" ALL AROUND CONCRETE BLOCKING �� �� _ • • ■ 1`II ���II�� �II�\PFMMMIM1 II�� INN NNNI1=®IN0�I����I�� It�-fig N �■� ' ALL DETECTOR DOUBLE CHECK VALVE P.E. ASSEMBLIES SHALL INCLUDE RESILIENT 10", 8" OR 6" FL.x PIPE WITH COLLAR 18" SEATED SHUTOFF VALVES AND TEST PLAN FROM P.E. COCKS. AND APPROVED CROSS -CONNECTION CONTROL 10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF 8"- 3'-6" LONG HEALTH LATEST APPROVED LIST. 6"- 4'-0" LONG DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8% OR 6" FLANGED COUPLING ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. NOTE: DRILLED HOLE IN COVER. 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 18" FOR 10" ASSEMBLY 17 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 8" ASSEMBLY 18 VALVES AT THE TIME OF INSTALLATION TO CENTER 1/2" FOR 6" ASSEMBLY THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS{� INSTALLATION REMOVE THE TEMPORARY SUPPORT TR-PL METER WITH 7'-2" AND INSTALL ADJUSTABLE PIPE SUPPORT. ICE REGISTER 4. INSTALL GALVANIZED LADDER FOR ACCESS. 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND CATCH BASIN OR MANHOLE BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW fi ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LINE. 3" r-4"x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP.) 6" PIPE, FL.x FL. 3'0" LONG 6 f.. '&&8' ASSEMBLY. 6" SHORT US 90' [RAD10' IREDUCINGMBDEND90FL. 8"X6" TO BUILDING DEADMAN BLOCK REQUIRED. 10",8",6" FL x MJ ADAPTOR 10" ASSEMBLY 10"x10"x8"TEE FL. 8" ASSEMBLY 8"xB"x6" TEE, FL. 6" ASSEMBLY 6'x6"x6" TEE, FL. 10", 8", OR 6" GATE VALVE, FL.x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT. 6" PIPE FL. x S 2'-6" 3' 2'-11" 6" 90' BEND FLU "-GALVANIZED STEEL LADDER COMPACTED FOUNDATION 6. INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4" GRAVEL FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2 w PUBLIC WORKS + �•` + DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE ��ii rod INSTALLATION MARCH 2O10 DOUBLE CHECK DETECTOR CHECK ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION (COR STD. PLAN 360.2) NOT TO SCALE CONSTRUCTION RECORD DRAWINGS SCALE: AS SHOWN HORIZONTAL: NAD U 983/11991 `� Z Uhl , CITY OF 51r,lv.RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT WATER NOTES AND DETAILS II 05/04/2017 PAGE: C7.6 SHEET:OF: 36 43 �i W-393005 C) M M I CMMV I.� 1-1/2" AND 2" WATER SERVICE DETAIL CAUTION: VALVE BOX SHOULD NOT REST ON i0 11 PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE 2, CITY w PIPING z J IN UNIMPROVED w Z > RIGHT-OF-WAY INSTALL METER BOX AT PROPERTY LINE WITH w 12" LONG COPPER TAILPIECE O d 9" MIN. 12" MAX. ZXD 9 M; -LEAVE EXPOSED , o N 12" BY PASS NOT ALLOWED FOR IRRIGATION METERS 1 PRIVATE PIPING 1 CRUSHED ROCK 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 -F 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" topped 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 86-128-11-77 x 17-3 1V 9. 1-1/2" Customsetter with t ass Ford: VBH 86-12B-11-66 x ), McDonald Brass: 3OB715WDFF775 or Mueller B-1427-2, with flanged 13-3/167, McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2", angle bull valve and padlock wings on inlet and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check outlet, ball 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'x30' 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"x31" 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 touchreod 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 adaptation 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. STD. PLAN - 320.2 �► � � PUBLIC WORKS 1 '2'" AND 2" WATER SERVICE LOCATED DEPARTMENT IN PLANTING STRIP MARCH 2O10 WATER SERVICE LOCATED IN PLANTING STRIP (COR STD. PLAN 320.2) NOT TO SCALE GENERAL WATER NOTES 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 WITH 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 ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnaNaFTHISDOCI1YENrSHALLNviUIDA1ETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THISDOCI11E11TD0ESNorDEROGAIEFROMRESERVED OINERSIIP RNAi1S N R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFGRTHEPRo,IEcrIDENTIREDNTHEnTLEeloac AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoanorlTonlArPRo,ECTaRFGRANYOTHBtPROJEcr. W a z Ld REGISTER SHALL BE TOUCH READ PIT LID - (TR-PL) AND BE INTELLIGENT COMMUNICATION ENCODER TYPE (ICE). METER MUST READ IN Cu. FT. 4" 90" BEND (MJ) "GAE -,Mal) OR 47 POST INDICATOR VALVE (MJxMJ) PAINTED BLUE 2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 4' 90- SEND (MJ) �INSTALL IN TEST PORT A 2"x2' 12' \ 13 LF C D.I. BRASS NIPPLE WITH A 2" RESILIENT SEATED BRASS GATE VALVE AND 2" PLUG. J LADDER PATH SUPPORT BARS _'2 -4 4" R.MJ ADAPTOR v PER OSHA TO BUILDING �� EPDXY NON -SHRINK GROUT .�4„ 4" TEE (MJxFL) WELDED STEEL COLLAR CITY PRIVATE TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING DRILLED HOLE IN COVER. LOCATE HOLE 2Xz' DEADMAN BLOCK FROM EDGE OF PIT LID AND RIBS. ( TEE REQUIRED WITH (FL) SHACKLING TO TEE PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-6"_ (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57-7L-B, 2 SxS DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO 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- E" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 S-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. (DWG BR46/PAGE B090) FLOW- I lti 12" AROUND 12' - 6",4' OR 3' COMPOUND WATER METER (FL) EQUAL TO SENSUS SRII COMPOUND METER WITH TOUCHREAD PITUD I.C.E. REGISTER & SENSOR ZADJUSTABLE WITH 4 WHEEL HIGH RESOLUTION 100 CUBIC ( 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 WALL 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 SEARS 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. TO BUILDING 4" CITY PRIVATE PIPING PIPING 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE CLASS 52- LENGTH TO FIT. 6" OR C FLEXIBLE FLANGED COUPLING ADAPTOR. ROMAC OR APPROVED EQUAL STD. PLAN - 320.4 i►�� PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC DEPARTMENT WATER METER ASSEMBLY MARCH 2O10 �'NTQ COMPOUND DOMESTIC WATER METER ASSEMBLY (COR STD. PLAN 320.4) NOT TO SCALE 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS 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.O.) 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 POSITIVE 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 3-655 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. pf Trash 1��'Jy ■ - 3 Jf11 2 �� �EGII $�E F� �y�� T A C O M A • SEATTLE • SPOKANE •TRI-CITIES 1 �SSIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION W z > J 3: E- Iw L� � 10 cifH 0 ddo TO CITY METER STACKED METER SECTION 6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 �► * � ` ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION (COR STD. PLAN 340.8) NOT TO SCALE fr A�07i ❑❑ 0 T T o OUTFACE TD STREAM(DUMP NO POLLUTANT TOP 24" 7 OR 8 EQUAL SPACES ,n _DIRECTION OF FLOW SECTION O ISOMETRIC 1`tY O PUBLIC WORKS �NTO� DEPARTMENT 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 UTILITY SPECIFICATIONS 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 CONTRACTOR'S 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 CONTRACTOR'S 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 SLOT -SEE DETAIL AND NOTE 1 J SECTION O 1/2' 1 1/4" BOLT -DOWN SLOT DETAIL SEE NOTE t NOTES I. Provide two slots in the grate that are vertically aligned with the holes in the frame. Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. RECTANGULAR MD. PLAN - 204.20 VANED GRATE MARCH 2O08 RECTANGULAR VANED GRATE (COR STD. PLAN 204.20) NOT TO SCALE 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 SAWCUT 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. CONSTRUCTION RECORD DRAWINGS WJF 2/22/181 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN HORZONI NAD D1983/11991 �� U �`� CITY OF WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK �� 10 RENTON WJF 4/21/17 WJF DRAWN: WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH DATUM Plonnin Buildin Public Works Dept. g/ g/ p WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL 05/04/2017 FIELDRENTON SCHOOL DISTRICT PAGE: OK: PAGE: WATER NOTES AND DRAWING N0: DETAILS III C7.7 SHEET:37 OF: CV O CD CD C9 W-393006