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HomeMy WebLinkAboutR-41851200 T Q 1 um) Do N IL Ln Do T N IL I BEING _ — --"'STA BON . — —— _ —,I—P__- __ L___W_ '- _ ti&]B3 CRCGSNG Ir00 EN12WI9 A ir'OIP 15856 BTAM]TS GOR 1.203*17 - - El SIG I11 cROs ST12'%6AOEWRNAU GATE VALVE(M% N:1)932Dll E.1R]122]1 SUN 6 DIP M09LrBE�IrHBLDG27-5N.nw2.w19 E11a�S2TA--M9•1BEND -♦_fIl r 1nE'1 n52r —W— I�I i WATER IMPROVEMENTS PLAN SCALE: 1•=2W iTll ldfill 9 g F��A�P0 FFOO FI ISHED GRADE 25 ------ - 25 --------- �. EXISTING GRADE o ONE FULL STICK OF WATER MAIN PIPE SHALL BE INSTALLED CENTERED AT THE CROSSING _ — — LOCATION.12- STORM DRAIN AT CROSSING SHALL MAX DEFLECTION AT A' <' CONSIST OF ONE FULL STICK OF DI PIPE CENTERED JOINT IS 2.50. ADDITIONAL AT THE CROSSING LOCATION. INSTALL ETHAFOAM _ FITTINGS MAY BE NEEDED - F MIN. PAD BETWEEN BOTTOM OF EXISTING STORM DRAIN ATTHISLOCATION. AND TOP OF NEW WATER MAIN. 2.5°DEFIES N I AT JOINT 1 =CLR. B•MIN. D.5° DEFELCTICN ATJOINT MIM RECTIONY CLR. MUDSLECTION ° 2O 1fl62LF-f2^pIP OF20 156 P. p^ I0.13 LF xTx9 tP-1T MAX DEFLECT ION AT FOUR DI DIP 1rmP rI pIP JOINT IS 2.5° M 6'MIN. CLR. — A 15 15 w w PC x ILZ o$Oq w ILL aS i' w mF`aW ry ^R w �� m SR O'd „ � mi �8 e� � Y� m� P "°JAI am .�.-�m zaomd.-� mgR <$=^g' um_ _8 C,_ w �4w w�- 5$�. G5 w$ G"_� $ 10 ln�>L'u Fb emsPC 10 0+00 1+00 WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47) SCALE r=20'IHI,I =r(V) 2+00 2+47 E \ v I Www G` - �G.� SCROB SIA:1<i 'NTT 3 SIN G ROSSING STA=0rg5. I0� 09 -� I L.-.. 12"%6'-11 I STA MI E9 FLOU GATE VALVE(MJXR) PH ASMBLY -- MP5TJ2011 N175631.1B 71 A,_- -09ILF —_--1287122 I J - - - -- 6 Dw zB09LF - I I W� � W FIRE LATERAL PLAN in an rFOo� FINISHED GRADE 25 °� a 25 PC 20 MOBILE 'DIP 20 Ln RA. kd ESE �m wm ShSm Y NEB EL 15 15 NOTE: CONT MRSH PRGTPCTa EXIUINGMRVEYMONUMMTAnON.00 TMCTM SINGE HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATIONA THERCOST. NOTE'. COMPACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WEEK AND IS RESPONSIBLE FOR ALL MATERIALS LABOR REPAIRS ETCTO COMPLETE WORKANO RESTORE AREATOSAME STATE PRIOR TO START NG WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS BUILT DRAWINGS, TESTS. REPORTS ANDIOR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR MY OTHER GOVERNING AGENCY. ASSU ILTS SHALL BE SIGNED AND CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER. CAUTION - NOTICE TO CONTRACTOR 1, ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY AN FIELD COMPANY SURVEY SURFACE EVIDENCE THE ME OF ANY D IS TO CONSIDERED AN O APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR Knuwwnarabelow. PRIVATE, WHETHER SHOWN ON THE PLANS OR Cell Mxom yap dig. NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. GRAPHIC SCALE 211 0 10 20 N B] (IN FEET) ItrA=20n 0+00 0+36 FIRE HYDRANT LATERAL PROFILE (STA: 0+00 - 0+36) SCALE: r=W (H). r=ZN) TJK ,d orlim 11 CITY OF omla AS NOTED -T sG RENTON �1 USES DATUM 'RcJ Plonning/Building/Public Works Dept. NO. REVISION BY DATE APPR AI"� BDA KEY MAP NOT TO SCALE SITE LEGEND EXISTING BUILDINGTO REMAIN EXISTING BOLARS TO REGAIN % % IXISTINGFENCETOREMNN EXISTING CURB S GUTTER TO REMAIN ■ EXISTING STORM INIET TO REMAIN EXISTING SIGN TO REMAIN D�I] EXISTING SITE LIGHTING TO REMAN Dal EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN YY EXISTING FIRE HYDRANT TO BE RELOCATED r PROPOSED FIRE HYDRANT w IXISTING IRRIGATION VALVE TO REMAIN w PROPOSEDWATERVALVE �I �I PROPOSEDWATERBEND EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT T PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER — PROPOSED SAWCUT LINE PROPOSED EASEMENT UTILITY LEGEND W SABRING WATER LINE TO REMAIN EXII WATER LINE TO BE REMOVED PROPOSEDWATERLINE W SS EXISTING SANITARY SEWER SS PROPOSEDSANITARYSEWER —STS— PROPOSED STORM SEWER TO RENNIN — ---STS— PROPOSED STORM SEWER TO BE REMOVED STti PROPOSED STORM SEWER — —G— EXII GAS LINE R-418512 S-4185021 z W-41850 Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q IL DEVELOPMENT ENGINEERING O WATER UTILITY O X W Scott Warlick 8/30/2021 WATER 09/27/2021 IL U a WALMART #2516 07/29/2021 EE WALMART SUPERCENTER PICKUP EXPANSION issidd ooK Q CONSTRUCTION DOCUMENTS �fAGE 2 WATER PLAN & PROFILE C6.1 J 12 p17