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HomeMy WebLinkAboutzR-3829Setn v U a 00 0 co 0 N N (0 6 E 0 0 3 -v 6 r• LO N c .c Q) CD S .m C CD i to LO N En 0 0 N i W W L a cn L1J U) O ,LLij .i Q L40 F- < Q_ Q U U Q n :3E �E WON c A* II CC g) o� c� 0 > bi z ALL THOSE PORTIONS OF THE SOUTH 1/2 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; AND OF RENTON FARM ACREAGE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 37, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS AND AVENUES ADJOINING AS WOULD ATTACH BY OPERATION OF LAW; AND OF CAR WORKS ADDITION TO THE CITY OF RENTON, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS, AVENUES, AND ALLEYS ADJOINING AS WOULD ATTACH BY OPERATION OF LAW, DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST 1/4 CORNIER OF SAID SECTION 8, FROM WHICH POINT THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 01'02'09" EAST; THENCE NORTH 89027'25" WEST, ALONG THE NORTH LINE OF SAID SOUTH 1/2, A DISTANCE OF 2647.56 FEET TO AN EXISTING CENTER OF SECTION MONUMENT; THENCE SOUTH 01'02'40" WEST, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 8, A DISTANCE OF 60.00 FEET TO THE SOUTHERLY MARGIN OF NORTH 8TH STREET, AND THE SOUTH LINE OF THE NORTH 30.00 FEET OF BLOCK 1 IN SAID RENTON FARM ACREAGE, AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89'27'25" WEST, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID BLOCK 1 AND ITS WESTERLY PROLONGATION, 986.13 FEET TO A POINT ON THE WEST LINE OF BLOCK 2 IN SAID PLAT; THENCE SOUTH 01'05'34" WEST, ALONG SAID WEST LINE AND ITS SOUTHERLY PROLONGATION, 1235.01 FEET TO THE SOUTHWEST CORNER OF BLOCK 5 OF SAID PLAT AND THE EASTERLY MARGIN OF GARDEN AVENUE NORTH; THENCE SOUTH 01'05'34" WEST, ALONG SAID EASTERLY MARGIN, 1,099.75 FEET TO THE NORTHWEST CORNER OF LOT 1 IN BLOCK 4 OF THE AFORESAID CAR WORKS ADDITION TO THE CITY OF RENTON; THENCE SOUTH 8T23'14" EAST, ALONG THE NORTH LINE OF SAID LOT 1 AND ITS EASTERLY PROLONGATION, 119.00 FEET TO THE NORTHWEST CORNER OF LOT 6 OF SAID BLOCK 4; THENCE SOUTH 01'05'51 " WEST, ALONG THE WEST LINE OF LOTS 6 THROUGH 10 OF SAID BLOCK 4, A DISTANCE OF 226.95 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 4; THENCE SOUTH 89023-14" EAST, ALONG THE SOUTHERLY LINE OF SAID BLOCK 4 AND ITS EASTERLY PROLONGATION, 869.30 FEET TO A POINT ON THE NORTH -SOUTH CENTER OF SECTION LINE OF SAID SECTION 8; THENCE SOUTH 89023'14" EAST, ALONG THE SOUTH LINE OF BLOCK 13 AND ITS EASTERLY PROLONGATION, IF ANY, OF SAID PLAT, 248.21 FEET TO THE WESTERLY MARGIN OF VACATED HOUSER WAY NORTH (A.K.A. RAILROAD AVENUE); THENCE NORTH 23'50'20" EAST, ALONG THE WESTERLY MARGIN OF SAID VACATED HOUSER WAY NORTH, 414.23 FEET TO A POINT OF TANGENCY WITH A 789.02 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 2750'00", AN ARC DISTANCE OF 314.44 FEET, TO A POINT OF TANGENCY; THENCE NORTH 01'00'20" EAST, ALONG SAID WESTERLY MARGIN 1621.58 FEET TO A POINT OF TANGENCY WITH A 543.69 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 00'07'54", AN ARC DISTANCE OF 1.25 FEET TO A POINT ON THE SOUTHWESTERLY MARGIN OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, SAID POINT BEING ON A 691.78 FOOT RADIUS CIRCULAR CURVE TO THE LEFT, FROM WHICH POINT: THE CENTER BEARS SOUTH 39.27'38" WEST; THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF 08'27'46", AN ARC DISTANCE OF 102.18 FEET; THENCE CONTINUING ALONG SAID MARGIN NORTH 59'00'08" WEST 151.23 FEET TO A POINT OF TANGENCY WITH A 757.01 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT; THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF 14'46'33", AN ARC DISTANCE OF 195.22 FEET TO THE SOUTH LINE OF THE NORTH 60.00 FEET OF THE SOUTH 1/2 OF SAID SECTION 8; THENCE NORTH 89'27'25" WEST, ALONG SAID SOUTH LINE, 98.96 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON FOR PUBLIC STREET PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9212081715; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BPEC.tAI N101� 1. THIS IS A SUPERFUND SITE AND EH&S PLAN AND PACCAR'S SITE DEVELOPMENT 15 POINT MEMO DATED JUNE 25, 2004 WILL BE FOLLOWED. DURING ALL SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST OBSERVE CONSTRUCTION. PACCAR TO BE ADVISED IMMEDIATELY IF OILY SOIL OR DEBRIS SUCH AS DRUMS, TANKS, ETC. ARE FOUND. 2. CONTAMINATED SOILS - ANY CONTAMINATED SOILS EXCAVATED DURING THIS PHASE OF THE PROJECT SHALL BE PLACED IN THE SOUTH HALF OF THE SOUTHWEST CORNER OF THE PROPERTY. THIS IS A LOW LYING AREA OF THE PREVIOUSLY DEVELOPED PART OF THE SITE. THESE SOILS WILL HAVE TO BE TRACKED AND CAPPED AS DIRECTED BY HART CROWSER. 3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO ENSURE THIS OCCURS. 4. ALL UTILITY TRENCHES SHALL USE FILTER FABRIC ON THE BOTTOM AND SIDES OF TRENCH TO SEPARATE NATIVE SOILS AND FILL. 5. ANY SOIL EXCAVATED FROM BELOW 1 FOOT BENEATH NATIVE GRADE (UTILITY TRENCHING SPOILS, EXCAVATION FOR SUBGRADE PREPARATION, ETC.) SHALL BE CONSIDERED CONTAMINATED SOIL AND WILL BE REQUIRED TO BE PLACED AS SHOWN ON SHEETS T8 AND T10 OF THE TEMPORARY EROSION CONTROL PLANS FOR THIS SITE. 6. ALL TRENCHING AND EXCAVATION WORK IN AREAS BELOW THE CLEAN CAP (IE WITHIN CONTAMINATED SOILS) SHALL BE IN STRICT CONFORMANCE WITH PART 3 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02, NO EXCEPTIONS WILL BE ALLOWED. 7. ALL BACKFILL WORK AND MATERIALS ASSOCIATED WITH ALL TRENCHING AND EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH PART 2 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02. ALL BACK FILLED TRENCHING AND LARGE EXCAVATION AREAS WILL BE LINED WITH A PERVIOUS GEOTEXTILE FABRIC (WHITE) TO DELINEATE CLEAN BACKFILL MATERIAL FROM EXISTING CONTAMINATED SOILS. 8. RELOCATION OF THE PRE -LOAD FILL FROM THE EAST SIDE OF THE SITE ALONG N 4TH ST. AND HOUSER WAY N TO THE WEST SIDE OF THE SITE ALONG N 4TH ST. AND GARDEN AVE. N, IS APPROVED FOR 5 YEARS. DURING THE FIRST QUARTER OF THE FOURTH YEAR THE APPLICANT SHALL EITHER: 8.1. SUBMIT A LAND USE APPLICATION FOR A SPECIAL GRADE AND FILL PERMIT TO PERMIT THE FILL TO REMAIN ON THE SITE FOR A PERIOD BEYOND 5 YEARS; OR 8.2. SUBMIT A LAND USE APPLICATION FOR ANOTHER TYPE OF DEVELOPMENT THAT WOULD NECESSITATE THE USE OF THE FILL AS A PRE -LOAD; OR 8.3. SUBMIT TO THE CITY A UTILITY CONSTRUCTION PERMIT FOR THE REMOVAL OF THE FILL THAT IDENTIFIES FINISHED SITE GRADES AT THE MINIMUM NECESSARY ELEVATION TO COMPLY WITH THE SITE REMEDIATION STANDARDS AS IDENTIFIED IN THE CONSENT DECREE. COVER SHEET PACCAR PARTS WAREHOUSE Know what's below. CONTACTS: /1l A /L IC M. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONTACT: SCOTT SEDBERRY (425) 468-7318 ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELLOBARGHAUSEN.COM SOILS ENGINEER: HART CROWSER 1700 WES7LAKE AVENUE NORTH, SUITE 200 SEATTLE, WASHINGTON 98109-6212 (206)324-9530 SARAH B. UPSALI, PHD, PE SURVEYCIR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYSOBARGHAUSEN.COM a0 BASIS OF BEARINGS: 0v o_1�_o rT w N 'c o O o E­4�a -E ' CONTROL POINT NO. 1879 WAS HELD FOR w 3w 0- r---� c 0 POINT NO. 1879 AND CONTROL POINT NO. 1847 c � �� SANITARY SEWER MANHOLE (SSMH) WAS HELD FOR ROTATION, BEING NORTH :3E �E WON c A* II CC g) o� c� 0 > bi z ALL THOSE PORTIONS OF THE SOUTH 1/2 OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M.; AND OF RENTON FARM ACREAGE, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 37, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS AND AVENUES ADJOINING AS WOULD ATTACH BY OPERATION OF LAW; AND OF CAR WORKS ADDITION TO THE CITY OF RENTON, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 47, RECORDS OF KING COUNTY, INCLUDING VACATED STREETS, AVENUES, AND ALLEYS ADJOINING AS WOULD ATTACH BY OPERATION OF LAW, DESCRIBED AS FOLLOWS: BEGINNING AT THE EAST 1/4 CORNIER OF SAID SECTION 8, FROM WHICH POINT THE NORTHEAST CORNER OF SAID SECTION BEARS NORTH 01'02'09" EAST; THENCE NORTH 89027'25" WEST, ALONG THE NORTH LINE OF SAID SOUTH 1/2, A DISTANCE OF 2647.56 FEET TO AN EXISTING CENTER OF SECTION MONUMENT; THENCE SOUTH 01'02'40" WEST, ALONG THE NORTH -SOUTH CENTER SECTION LINE OF SAID SECTION 8, A DISTANCE OF 60.00 FEET TO THE SOUTHERLY MARGIN OF NORTH 8TH STREET, AND THE SOUTH LINE OF THE NORTH 30.00 FEET OF BLOCK 1 IN SAID RENTON FARM ACREAGE, AND THE TRUE POINT OF BEGINNING; THENCE NORTH 89'27'25" WEST, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF SAID BLOCK 1 AND ITS WESTERLY PROLONGATION, 986.13 FEET TO A POINT ON THE WEST LINE OF BLOCK 2 IN SAID PLAT; THENCE SOUTH 01'05'34" WEST, ALONG SAID WEST LINE AND ITS SOUTHERLY PROLONGATION, 1235.01 FEET TO THE SOUTHWEST CORNER OF BLOCK 5 OF SAID PLAT AND THE EASTERLY MARGIN OF GARDEN AVENUE NORTH; THENCE SOUTH 01'05'34" WEST, ALONG SAID EASTERLY MARGIN, 1,099.75 FEET TO THE NORTHWEST CORNER OF LOT 1 IN BLOCK 4 OF THE AFORESAID CAR WORKS ADDITION TO THE CITY OF RENTON; THENCE SOUTH 8T23'14" EAST, ALONG THE NORTH LINE OF SAID LOT 1 AND ITS EASTERLY PROLONGATION, 119.00 FEET TO THE NORTHWEST CORNER OF LOT 6 OF SAID BLOCK 4; THENCE SOUTH 01'05'51 " WEST, ALONG THE WEST LINE OF LOTS 6 THROUGH 10 OF SAID BLOCK 4, A DISTANCE OF 226.95 FEET TO THE SOUTHERLY LINE OF SAID BLOCK 4; THENCE SOUTH 89023-14" EAST, ALONG THE SOUTHERLY LINE OF SAID BLOCK 4 AND ITS EASTERLY PROLONGATION, 869.30 FEET TO A POINT ON THE NORTH -SOUTH CENTER OF SECTION LINE OF SAID SECTION 8; THENCE SOUTH 89023'14" EAST, ALONG THE SOUTH LINE OF BLOCK 13 AND ITS EASTERLY PROLONGATION, IF ANY, OF SAID PLAT, 248.21 FEET TO THE WESTERLY MARGIN OF VACATED HOUSER WAY NORTH (A.K.A. RAILROAD AVENUE); THENCE NORTH 23'50'20" EAST, ALONG THE WESTERLY MARGIN OF SAID VACATED HOUSER WAY NORTH, 414.23 FEET TO A POINT OF TANGENCY WITH A 789.02 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 2750'00", AN ARC DISTANCE OF 314.44 FEET, TO A POINT OF TANGENCY; THENCE NORTH 01'00'20" EAST, ALONG SAID WESTERLY MARGIN 1621.58 FEET TO A POINT OF TANGENCY WITH A 543.69 FOOT RADIUS CIRCULAR CURVE TO THE LEFT; THENCE NORTHERLY, ALONG SAID CURVE AND SAID WESTERLY MARGIN, THROUGH A CENTRAL ANGLE OF 00'07'54", AN ARC DISTANCE OF 1.25 FEET TO A POINT ON THE SOUTHWESTERLY MARGIN OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, SAID POINT BEING ON A 691.78 FOOT RADIUS CIRCULAR CURVE TO THE LEFT, FROM WHICH POINT: THE CENTER BEARS SOUTH 39.27'38" WEST; THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF 08'27'46", AN ARC DISTANCE OF 102.18 FEET; THENCE CONTINUING ALONG SAID MARGIN NORTH 59'00'08" WEST 151.23 FEET TO A POINT OF TANGENCY WITH A 757.01 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT; THENCE NORTHWESTERLY, ALONG SAID CURVE AND SAID MARGIN, THROUGH A CENTRAL ANGLE OF 14'46'33", AN ARC DISTANCE OF 195.22 FEET TO THE SOUTH LINE OF THE NORTH 60.00 FEET OF THE SOUTH 1/2 OF SAID SECTION 8; THENCE NORTH 89'27'25" WEST, ALONG SAID SOUTH LINE, 98.96 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF RENTON FOR PUBLIC STREET PURPOSES BY DEED RECORDED UNDER RECORDING NO. 9212081715; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. BPEC.tAI N101� 1. THIS IS A SUPERFUND SITE AND EH&S PLAN AND PACCAR'S SITE DEVELOPMENT 15 POINT MEMO DATED JUNE 25, 2004 WILL BE FOLLOWED. DURING ALL SUBSURFACE WORK, ENVIRONMENTAL CONSULTANTS MUST OBSERVE CONSTRUCTION. PACCAR TO BE ADVISED IMMEDIATELY IF OILY SOIL OR DEBRIS SUCH AS DRUMS, TANKS, ETC. ARE FOUND. 2. CONTAMINATED SOILS - ANY CONTAMINATED SOILS EXCAVATED DURING THIS PHASE OF THE PROJECT SHALL BE PLACED IN THE SOUTH HALF OF THE SOUTHWEST CORNER OF THE PROPERTY. THIS IS A LOW LYING AREA OF THE PREVIOUSLY DEVELOPED PART OF THE SITE. THESE SOILS WILL HAVE TO BE TRACKED AND CAPPED AS DIRECTED BY HART CROWSER. 3. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL WET AND DRY UTILITIES THAT ARE CAPPED. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES TO ENSURE THIS OCCURS. 4. ALL UTILITY TRENCHES SHALL USE FILTER FABRIC ON THE BOTTOM AND SIDES OF TRENCH TO SEPARATE NATIVE SOILS AND FILL. 5. ANY SOIL EXCAVATED FROM BELOW 1 FOOT BENEATH NATIVE GRADE (UTILITY TRENCHING SPOILS, EXCAVATION FOR SUBGRADE PREPARATION, ETC.) SHALL BE CONSIDERED CONTAMINATED SOIL AND WILL BE REQUIRED TO BE PLACED AS SHOWN ON SHEETS T8 AND T10 OF THE TEMPORARY EROSION CONTROL PLANS FOR THIS SITE. 6. ALL TRENCHING AND EXCAVATION WORK IN AREAS BELOW THE CLEAN CAP (IE WITHIN CONTAMINATED SOILS) SHALL BE IN STRICT CONFORMANCE WITH PART 3 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02, NO EXCEPTIONS WILL BE ALLOWED. 7. ALL BACKFILL WORK AND MATERIALS ASSOCIATED WITH ALL TRENCHING AND EXCAVATION WORK SHALL BE IN STRICT CONFORMANCE WITH PART 2 OF THE PROJECT MANUAL ENTITLED 'ENVIRONMENTAL CONDITIONS' AND WITH THE GEOTECHNICAL REPORT BY HART CROWSER DATED 11/6/02. ALL BACK FILLED TRENCHING AND LARGE EXCAVATION AREAS WILL BE LINED WITH A PERVIOUS GEOTEXTILE FABRIC (WHITE) TO DELINEATE CLEAN BACKFILL MATERIAL FROM EXISTING CONTAMINATED SOILS. 8. RELOCATION OF THE PRE -LOAD FILL FROM THE EAST SIDE OF THE SITE ALONG N 4TH ST. AND HOUSER WAY N TO THE WEST SIDE OF THE SITE ALONG N 4TH ST. AND GARDEN AVE. N, IS APPROVED FOR 5 YEARS. DURING THE FIRST QUARTER OF THE FOURTH YEAR THE APPLICANT SHALL EITHER: 8.1. SUBMIT A LAND USE APPLICATION FOR A SPECIAL GRADE AND FILL PERMIT TO PERMIT THE FILL TO REMAIN ON THE SITE FOR A PERIOD BEYOND 5 YEARS; OR 8.2. SUBMIT A LAND USE APPLICATION FOR ANOTHER TYPE OF DEVELOPMENT THAT WOULD NECESSITATE THE USE OF THE FILL AS A PRE -LOAD; OR 8.3. SUBMIT TO THE CITY A UTILITY CONSTRUCTION PERMIT FOR THE REMOVAL OF THE FILL THAT IDENTIFIES FINISHED SITE GRADES AT THE MINIMUM NECESSARY ELEVATION TO COMPLY WITH THE SITE REMEDIATION STANDARDS AS IDENTIFIED IN THE CONSENT DECREE. COVER SHEET PACCAR PARTS WAREHOUSE Know what's below. CONTACTS: /1l A /L IC M. 777 106TH AVENUE NE BELLEVUE, WA 98004 CONTACT: SCOTT SEDBERRY (425) 468-7318 ENGINEER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: JASON G. HUBBELL, P.E. EMAIL: JHUBBELLOBARGHAUSEN.COM SOILS ENGINEER: HART CROWSER 1700 WES7LAKE AVENUE NORTH, SUITE 200 SEATTLE, WASHINGTON 98109-6212 (206)324-9530 SARAH B. UPSALI, PHD, PE SURVEYCIR BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 CONTACT: DENNIS SALTYS, P.L.S. EMAIL: DSALTYSOBARGHAUSEN.COM NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NORTH 8TH ST C z C) NORTH 6TH ST M oLn o Ln �m1 Z N D � A 2 SITE NORTH 4TH ST NORTH 3RD ST WAN" " MAP (NOT -TO -SCALE) z J m F-- uj cn 1-5 NE 0A 8 NONwAYNE LO BASIS OF BEARINGS: C 0 ' BASIS OF BEARINGS FOR THIS SURVEY IS NAD I i 83/91, PER CITY OF RENTON. CITY OF RENTON ® ' CONTROL POINT NO. 1879 WAS HELD FOR cn z z tME POSITION, AND A LINE BETWEEN SAID CONTROL in I c 0. P- ' POINT NO. 1879 AND CONTROL POINT NO. 1847 W � o SANITARY SEWER MANHOLE (SSMH) WAS HELD FOR ROTATION, BEING NORTH CLEANOUT (AS NOTED) O 29'49'25" EAST. �Q 31 VERTICAL DATUM: m N VERTICAL DATUM FOR THIS PROJECT IS NAVD88 PROJECT LIMITS PER CITY OF .OF RENTON p � 0 CONTROL POINT NO.N18417 WAS HELD FOR SHEET INDEX ELEVATION, BEING 37.84 FEET (NAVD88) S W Z p p DATES OF SURVEY: CI OF 21 COYM SHEET FIELD SURVEY BY BARGHAUSEN CONSULTING C2 C ATE ENGINEERS, INC. CONDUCTED IN JUNE, 2014. C3 OF 21 ��� BE MONUMENTS SHOWN AS FOUND WERE FOUND REBAR/CAP (AS NOTED) LUCL VISITED AT THAT TIME. VISITED C4 OF 21 CIRRAL M PLAN- NE W Y C5 OF 21 STORM PLAN- SEi TAX ACCOUNT NUMBERS: a . LOLOL A.P.N. 722300-0010, 082305-9197, AND CO OF 21 BTOM PLAN- NE 082305-9170 C7 OF 21 WATER AND BEVAN - BE r N N I CS OF 21 WATT AND SEINER - NE W < 4: C9 OF 21 WATER PLAN - MW T14 C10 OF 21 WATER PRORM GAS LINE C11 OF 21 WATT PROFLES -P(XX) CM OF 21 STORM LINE CM OF 21 PONS? PLAN AND DUALS CM OF 21 RAIN GAMM PLAN AND DETAILS C15 OF 21 BITE CONSTRUCTION DETAILS C% OF 21 CONffTRUCT1ON NIOTM C9 OF 21 WATT DETAILS CIS OF 21 DUALS C19 OF 21 CXX49TRJCTM DETAILS C20 OF 21 0ON8TRUCT1ON DETAILS C21 OF 21 CON87RUCTION DETAILS NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. AND THE CITY OF SUMNER ENGINEER TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NORTH 8TH ST C z C) NORTH 6TH ST M oLn o Ln �m1 Z N D � A 2 SITE NORTH 4TH ST NORTH 3RD ST WAN" " MAP (NOT -TO -SCALE) z J m F-- uj cn 1-5 NE 0A 8 NONwAYNE ATE I►iEA ZOMq EXISTING SITE AREA=1,094,788 SF / 25.1 AC. HEAVY INDUSTRIAL AREA DISTURBED DURING CONSTRUCTION= 1,056,358 SF / 24.3 AC CKMAL IMPERVIOUS AREA = 290,454 SF 6.67 AC *SEISMIC HAZARD AREA *AQUIFER PROTECTION ZONE 2 ATE ADDFEffi N. 4TH ST AND ROUSER WAY N. R 382901 (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE WP) PROPOSED TELEPHONE LINE PROPOSED GAS LINE PROPOSED POWER LINE PROPOSED STREET LIGHTS PROPOSED LOT LIGHTS PROPOSED SANITARY SEWER PROPOSED WATER LINE W PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT /1 PROPOSED TYPE 11 CATCH BASIN LO PROPOSED TYPE I CATCH BASIN C 0 PROPOSED STORM DRAINAGE LINE d PROPOSED SANITARY SEWER MANHOLE • POWER POLE ® PROPOSED SPOT ELEVATIONS H1- cn z z tME SIDEWALK ELEVATION SW W 2 W � o SANITARY SEWER MANHOLE (SSMH) 0� CLEANOUT (AS NOTED) O U �Q GAS VALVE z o m N FIRE HYDRANT(FH) / CONNECTION(FDC) coW Ua- cr p � 0 1 BLOW -OFF / AIRVAC Z O S W Z p p MONITOR WELL to 0 cr a O 71) -1 -5 FOUND REBAR/CAP (AS NOTED) LUCL Y U W Y W Y W Y PROPERTY LINE m Y Y m a . LOLOL o GRAVEL/SAND (AS NOTED) W BUILDING LINE W_ 4mN •- V_ ^ r N N I p p •• W < 4: HOGWIRE FENCE T14 ATE I►iEA ZOMq EXISTING SITE AREA=1,094,788 SF / 25.1 AC. HEAVY INDUSTRIAL AREA DISTURBED DURING CONSTRUCTION= 1,056,358 SF / 24.3 AC CKMAL IMPERVIOUS AREA = 290,454 SF 6.67 AC *SEISMIC HAZARD AREA *AQUIFER PROTECTION ZONE 2 ATE ADDFEffi N. 4TH ST AND ROUSER WAY N. R 382901 (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE WP) PROPOSED TELEPHONE LINE PROPOSED GAS LINE PROPOSED POWER LINE PROPOSED STREET LIGHTS PROPOSED LOT LIGHTS PROPOSED SANITARY SEWER PROPOSED WATER LINE W PROPOSED FIRE HYDRANT PROPOSED FIRE HYDRANT /1 PROPOSED TYPE 11 CATCH BASIN - PROPOSED TYPE I CATCH BASIN fir❑ PROPOSED STORM DRAINAGE LINE d PROPOSED SANITARY SEWER MANHOLE • POWER POLE ® PROPOSED SPOT ELEVATIONS 23.2' MATCH EXISTING ELEVATION tME SIDEWALK ELEVATION SW ROOF DOWN SPOUT LOCATION DS PROPOSED FINISHED GRADE CONTOURS - - - - - - - - - - - - RIPRAP PAD LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT PROPOSED FENCE PROPOSED CONCRETE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. EX/497M - LUMINAIRE (LUM.) fir❑ • d o -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ElCATCH a A o. A STORM MANHOLE (SDMH) d Q SANITARY SEWER MANHOLE (SSMH) 0� CLEANOUT (AS NOTED) 0 GAS METER �Q CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. EX/497M - LUMINAIRE (LUM.) fir❑ YARD LIGHT pPOWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) ® TELEPHONE MANHOLE ElCATCH BASIN (CB) ® STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) 0� CLEANOUT (AS NOTED) 0 GAS METER �Q GAS VALVE V WATER VALVE (WV) Z FIRE HYDRANT(FH) / CONNECTION(FDC) ® WATER MANHOLE ® WATER METER 1 BLOW -OFF / AIRVAC c SIGN ® MONITOR WELL to DIRECTIONAL ARROW N SURVEY MONUMENT (AS NOTED) BENCHMARK +1 SECTION CORNER (AS NOTED) U FOUND REBAR/CAP (AS NOTED) 0 FOUND LEAD/TACK SURVEY CONTROL STATION R PROPERTY LINE 0 HANDICAP a . CONCRETE o GRAVEL/SAND (AS NOTED) W BUILDING LINE X CMN LINK FENCE �► WOOD FENCE Jv BARBED WIRE FENCE HOGWIRE FENCE W WATER LINE GAS LINE T(xx) OVERHEAD/UNDERGROUND TEL. LINE -P(XX) OVERHEAD/UNDERGROUND PWR. LINE STORM LINE ss SEWER LINE Approved by: CITY OF RENTON Date: ON' GUY �C WASy� cn Z P 38950 < FO / S j E s/ONA L 6/19/2015 c 0 bi c I- O m O V z_ o• Q to 1c:0 jj z o W Q = 0 C� U I- O m z > uj o cn z_ o• z Li Q Li- 0 Z W Q CN N M N N 00 Z 0 V Z Z LO I wLj �QLoLO 3: N N c LO LO > to Z N N J� �i sll J �z 0 0 u a o = 0 C� U I- O m z > uj o cn z_ o• z Li Q Li- 0 Z W Q CN N M N N 00 Z 0 G(000 Z Z I I wLj �QLoLO 3: N N z� OZ LO LO ui NLO Z N N J� �i sll J �z sr� _ W 404�k �► b► Jv C ow5 Approved by: Date: N ,. � E l Approved by: Date: o m cm � 0 Approved by: fuqk Date: .� �Pdyof 2 C c n m n m n m 0 a' 1a Do m o cn z_ o• u a� 0 U cn a _n c� LO 0 N d' N ca 6 E 0 0 cn 3 Q LO LO N a� a� C C ILO LO N cn CD0 N N L,_ O Y z O 0 53 Z 4j 0 W 3Q W W 0 1... a Q N W V J O L, j d noloo Cly n U U Q .I.- .� o +J :3 E m 0'N Alm CD U O U1 LLJ �E E-� Q S O U W � W :3 a. 1 (7' U a c F 1 = a� :3 E m 0'N Alm CD .• O cn w Iz • 25 50 100 • below, Cal I before you dig. CONSTRUCT)ON SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY 0] LIGHT DUTY ASPHALT PAVEMENT PER DETAIL OF RENTON OFFICIALS. SHT C 15. 2. MAINTAIN THE EXISTING FLAGS FOR THE CLEARING AND GRADING HEAVY DUTY ASPHALT PAVEMENT PER DETAIL S LIMITS FOR PROJECT AS SHOWN ON THE TESC PLANS. CONTACT Q THE CITY FOR INSPECTION AND APPROVAL PRIOR TO CLEARING SHT C 15. AND GRADING ADDITIONAL LIMITS. Q3 BARRIER CURB PER DETAIL SHT C15. 3. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE TESC PLANS. F4� CONCRETE CURB AND GUTTER PER DETAIL 4. MAINTAIN TEMPORARY FILTER FABRIC FENCE AS SHOWN ON THE C 15. TESC PLANS. INSTALL ADDITIONAL FENCE AS NECESSARY. 5 CONCRETE SIDEWALK PER DETAIL SHT C15. 5. IMAINTAIN INLET PROTECTION ON EXISTING CATCH BASINS. INLET PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED 6 4" WIDE WHITE PAINT STRIPING CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION 0CONCRETE PAVEMENT PER DETAIL SHT C15. PROCESS. 6. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF 8 ADA PARKING SPACE PAVEMENT MARKING AN RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL SIGN(S) PER DETAIL SHT C19. FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. [i]t 0 LANDSCAPE AREA, REFER TO LANDSCAPE P 7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. SIDEWALK RAMP PER DETAIL SHT C19 AND 8. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 9. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD F111 WHITE THERMOPLASTIC PEDESTRIAN CROSSIN REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR CONSTRUCTION. 12 STOP SIGN AND PAINTED STOP BAR 10. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION CONTROL POND. A) THE EXISTING SITE HAS CONTAMINATED SOILS, THEREFORE 13 CONCRETE TO BE FLUSH WITH ASPHALT. SPECIAL REQUIREMENTS ARE NECESSARY DURING EXCAVATION. PROVIDE DETECTABLE WARNING STRIP. B) WHEN EXCAVATING FOR THE PROPOSED POND, SOIL WILL BE 14 WHEEL STOP PER DETAIL SHT C 15. STOCKPILED ON THE EXISTING ASPHALT SURFACE SOUTHWEST OF THE POND AS SHOWN ON THE PLAN. 15 FIRE LANE MARKING C) THE EXCAVATED SOIL STOCKPILE WILL BE LIMITED TO 5000 16 SAWCUT EX. ASPHALT MIN 1' FROM EXISTIN CUBIC YARDS PER DAY. EDGE OF PAVEMENT. REMOVE ASPHALT AND D) AT THE END OF EACH DAY THE STOCKPILE WILL BE COVERED 4 T PROPOSED DRIVEWAY AND/OR CURB RAMP. WITH PLASTIC SHEETING AND SECURED TO PREVENT WIND AND/OR RAINFALL EROSION THROUGH THE WINTER MONTHS. rl7 NEW FENCE (PER ARCHITECTURAL PLANS) F) THE PROPOSED POND WILL BE OVER EXCAVATED AS DETAILED 1$ SITE LIGHT (PER ELECTRICAL PLANS) ON THE PLAN TO ACCOMMODATE THE REQUIRED POND LINER. G) THE POND LINER SHALL BE INSTALLED PRIOR TO DIRECTING 19 NEW ELECTRICAL VAULT ANY SITE DRAINAGE TO THE POND. (SEE ELECTRICAL DWGS) H ANY RUNOFF OR GROUNDWATER ENCOUNTERED IN THE POND 20 REMOVE AND REPLACE EX. ASPHALT, CURB, SIDEWALK AND LANDSCAPE IN KIND FOR UTI AREA PRIOR TO THE LINER BEING INSTALLED WILL BE CONSTRUCTION. COLLECTED, TREATED AND DISCHARGED TO THE SANITARY SEWER. 21 GAS METER W/4'x8'x4" THICK CONCRETE PA 1) STABILIZE THE POND WITH TEMPORARY SEEDING OR CONCRETE PAD BY CONTRACTOR. 5 BOLLARD INSTALLED BY PSE. COORDINATE WITH PSE PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF GAS SERVICE. COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE WEATHER ALLOWS IT. J) RUNOFF FROM THE STOCKPILES WILL NEED TO BE DIRECTED TO THE SANITARY SEWER UNTIL THE STOCKPILE IS COVERED OR STABILIZED. 11. MAINTAIN INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE DRAINAGE TO THE POND. 12. AMEND E.S.C. FACILITIES AS REQUIRED. 13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES 4 PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF:. SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD A O SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. _A 14. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY GRADING,m OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF 9; O GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 15. CONSTRUCT UTILITIES PER APPROVED PLANS 16. CONSTRUCT BUILDING AND SITE IMPROVEMENTS 17. FINE GRADE SITE AND PAVE 18. CLEAN UTILITIES AS REQUIRED 19. INSTALL LANDSCAPING AND LIGHTING 20. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & S SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 21. COMPLETE INSPECTION/PUNCH LIST HT D LA NS C20. G G U O U1 LLJ w 1 0-0 z_ NZ0 S O U 1 Z o W 1 z En U 1 I 1 N :° 1 I 1 1 1 A W A m W w Lj CN oY z OZ LID �Lc j z- ww W Y > o z Z w a O yr w 0 o 0 °d v 0 CL ry qa �I Jv b► Goo Q � U Q O Q W I- Q 0 .• O cn w Iz • 25 50 100 • below, Cal I before you dig. CONSTRUCT)ON SEQUENCE: 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY 0] LIGHT DUTY ASPHALT PAVEMENT PER DETAIL OF RENTON OFFICIALS. SHT C 15. 2. MAINTAIN THE EXISTING FLAGS FOR THE CLEARING AND GRADING HEAVY DUTY ASPHALT PAVEMENT PER DETAIL S LIMITS FOR PROJECT AS SHOWN ON THE TESC PLANS. CONTACT Q THE CITY FOR INSPECTION AND APPROVAL PRIOR TO CLEARING SHT C 15. AND GRADING ADDITIONAL LIMITS. Q3 BARRIER CURB PER DETAIL SHT C15. 3. MAINTAIN TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN ON THE TESC PLANS. F4� CONCRETE CURB AND GUTTER PER DETAIL 4. MAINTAIN TEMPORARY FILTER FABRIC FENCE AS SHOWN ON THE C 15. TESC PLANS. INSTALL ADDITIONAL FENCE AS NECESSARY. 5 CONCRETE SIDEWALK PER DETAIL SHT C15. 5. IMAINTAIN INLET PROTECTION ON EXISTING CATCH BASINS. INLET PROTECTION SHALL BE INSTALLED ON NEWLY CONSTRUCTED 6 4" WIDE WHITE PAINT STRIPING CATCH BASINS AS WELL, THROUGHOUT THE CONSTRUCTION 0CONCRETE PAVEMENT PER DETAIL SHT C15. PROCESS. 6. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF 8 ADA PARKING SPACE PAVEMENT MARKING AN RENTON ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL SIGN(S) PER DETAIL SHT C19. FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. [i]t 0 LANDSCAPE AREA, REFER TO LANDSCAPE P 7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. SIDEWALK RAMP PER DETAIL SHT C19 AND 8. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 9. EROSION CONTROL MEASURES MUST BE IN PLACE AND IN GOOD F111 WHITE THERMOPLASTIC PEDESTRIAN CROSSIN REPAIR PRIOR TO ANY ADDITIONAL CLEARING, GRADING OR CONSTRUCTION. 12 STOP SIGN AND PAINTED STOP BAR 10. MAINTAIN AND/OR COMPLETE TEMPORARY SEDIMENT AND EROSION CONTROL POND. A) THE EXISTING SITE HAS CONTAMINATED SOILS, THEREFORE 13 CONCRETE TO BE FLUSH WITH ASPHALT. SPECIAL REQUIREMENTS ARE NECESSARY DURING EXCAVATION. PROVIDE DETECTABLE WARNING STRIP. B) WHEN EXCAVATING FOR THE PROPOSED POND, SOIL WILL BE 14 WHEEL STOP PER DETAIL SHT C 15. STOCKPILED ON THE EXISTING ASPHALT SURFACE SOUTHWEST OF THE POND AS SHOWN ON THE PLAN. 15 FIRE LANE MARKING C) THE EXCAVATED SOIL STOCKPILE WILL BE LIMITED TO 5000 16 SAWCUT EX. ASPHALT MIN 1' FROM EXISTIN CUBIC YARDS PER DAY. EDGE OF PAVEMENT. REMOVE ASPHALT AND D) AT THE END OF EACH DAY THE STOCKPILE WILL BE COVERED 4 T PROPOSED DRIVEWAY AND/OR CURB RAMP. WITH PLASTIC SHEETING AND SECURED TO PREVENT WIND AND/OR RAINFALL EROSION THROUGH THE WINTER MONTHS. rl7 NEW FENCE (PER ARCHITECTURAL PLANS) F) THE PROPOSED POND WILL BE OVER EXCAVATED AS DETAILED 1$ SITE LIGHT (PER ELECTRICAL PLANS) ON THE PLAN TO ACCOMMODATE THE REQUIRED POND LINER. G) THE POND LINER SHALL BE INSTALLED PRIOR TO DIRECTING 19 NEW ELECTRICAL VAULT ANY SITE DRAINAGE TO THE POND. (SEE ELECTRICAL DWGS) H ANY RUNOFF OR GROUNDWATER ENCOUNTERED IN THE POND 20 REMOVE AND REPLACE EX. ASPHALT, CURB, SIDEWALK AND LANDSCAPE IN KIND FOR UTI AREA PRIOR TO THE LINER BEING INSTALLED WILL BE CONSTRUCTION. COLLECTED, TREATED AND DISCHARGED TO THE SANITARY SEWER. 21 GAS METER W/4'x8'x4" THICK CONCRETE PA 1) STABILIZE THE POND WITH TEMPORARY SEEDING OR CONCRETE PAD BY CONTRACTOR. 5 BOLLARD INSTALLED BY PSE. COORDINATE WITH PSE PERMANENT PLANTING DEPENDING ON THE TIME/SEASON OF GAS SERVICE. COMPLETION. INSTALL PERMANENT PLANTING AS SOON AS THE WEATHER ALLOWS IT. J) RUNOFF FROM THE STOCKPILES WILL NEED TO BE DIRECTED TO THE SANITARY SEWER UNTIL THE STOCKPILE IS COVERED OR STABILIZED. 11. MAINTAIN INTERCEPTOR DITCHES WHERE SHOWN, ADJUST AS NECESSARY DURING CONSTRUCTION TO MAINTAIN POSITIVE DRAINAGE TO THE POND. 12. AMEND E.S.C. FACILITIES AS REQUIRED. 13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES 4 PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF:. SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD A O SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. _A 14. ALL DISTURBED AREAS WHICH HAVE BEEN EFFECTED BY GRADING,m OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF 9; O GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 15. CONSTRUCT UTILITIES PER APPROVED PLANS 16. CONSTRUCT BUILDING AND SITE IMPROVEMENTS 17. FINE GRADE SITE AND PAVE 18. CLEAN UTILITIES AS REQUIRED 19. INSTALL LANDSCAPING AND LIGHTING 20. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & S SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 21. COMPLETE INSPECTION/PUNCH LIST HT D LA NS C20. G G ' GATE RET WALL w� CONC RET WALL. O J y -, Z a vk LIGHT RTANDARD VIL SITE PLAN II n u n u n x 11 II 11 _1�-===__---- x x ---- LOT LIGHT CONIC RET � LIST LIGHT BALL U1 LLJ D 1 1 S 1 1 a O 1 1 •� 1 I 1 N :° 1 I 1 1 1 A y m C�Ti I I w Lj CN <rrn S�s N N z OZ LID �Lc j z- ww c o c 0 v 0 CL WW qa �I Jv b► Goo Q � U Q O LITY D. S FOR I I I 1 r I I I 1 ! ! r I 1 I r 1 i I r I 1 r ' GATE RET WALL w� CONC RET WALL. 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W=3 f X-5 X5 xa I 39.4 ' 1 7 c P, i t ,:; 38.75 r ��.-., . ■IM■ MATCH LINE SEE SHEET C4 xM52 SE HEET 14 ' % WEIGHT % PURITY c 0 } U 6" PVC I.E. E=37.36' RIM=39.66' 12" CONC I.E. SW=37.36' FESTUCA ARUNDINACEA VAR W z? 98 90 V) RIM=40.31' RIM=39.99t 36" CONC I.E. E=33.26 ~ Zz Lo i! Z N Z O RED FESCUE !L ©0 28+00 W 0 LIJ � U U N Z Q W z O Lmft LLI AGROSTIS TENUIS 5 Z W � CL W D 0 z > Q � U V) I I � V) p Q ° Y O+ �i -5 CL 44 Q I Q) Y m Y -6 ) YLAJ Y x U m is LO LO ul r r � N 0 ® i W W = U Q M d oY o-5 W Z oY W D 3 L) 0: W = a V)0 o 0 a I I (y m/'� r I...L _N Q 0 U U) w I- o rn 0 o � m LO0 CNN (0 ai E v 0 c�� z O 0V) Lc)> N W / ry v� a� a� N 0 0 0 N �\��\\000 �;\\\\\01\\\0\\\\\\\\\\\\\\\\\\\\ GRADING PLAN - SE MATCH LIME SEE SHEET C4 =1 0 IM m =1 m IM 0 m 0 01MIMINIMEMISM SIMI IMEMINIME 01; N xW36ti ' / I X52.13 M 7.75 Know what's below, 3 Call before you diger \� 39.� �j 1 I D 0 T 35.4 • r 39.5 DOOR xvl/ 2 1 STEP T s �,,� 39.00 X -W -V "T , LIGHT x SE 2.13 X51 TREWM"DRAIN -� SIGHT BASE 39.5`' a. N x 39.5 52JAX12D ro t ^ ' X72 T 52 L65 ro PCO D BUILDI X51 { x U43 FF=9.50 as _0 77 \ 35.51 4" CONC CULV X$�2 I.E. N=34.00' I 5a STD GRATE"". i =34.41' `+ � I � ' `�'�», J \ 01 39.4 CONC I.E. E=32.7 i 8 I.E. W=32.61 `� 1 39.5 4 PVC I.E. W=33.11 \ DOW' e 39.5 6 CONC I.E. S=31.5' ► DOOR { 0/0 2 B STD GRATE WITH ,STEP gum RIM =34.35'_. GRADE SWALE TO CATCH BASIN ONC I.E. N=32. 1. , (�0, 6" CONC I.E. S=32. ,.4,.= �� �`��' gar POWER OLE 12" CONC I.E. W=3 f X-5 X5 xa I 39.4 ' 1 7 c P, i t ,:; 38.75 r ��.-., . ■IM■ MATCH LINE SEE SHEET C4 xM52 SE HEET 14 ' CB STD GRATE RIM=41.05' / 6 CONC I.E. S=39.82 / ! SDMH I j RIM=41.38' • - / / ! Q`� 6" CONC I.E. NW=38.68' i / ! 12" CONC I.E. S=38.23' ! 1 1 CB SOLID LID RIM=40.14 36" CONC I.E. NE=31.39' 36" CONC I.E. S=31.39' 4� CB S GRATE / ' RIM- 0.73 4 h / MATCH EX. GRADES AT SAWCUT LINE 4 tM' / 4 t ' / i (. t. A • . a:'L;.. •.tT :�: �.wi�: }`�•o;V ,^ w .a:.0 y'L:.a•,'y v . '«. ri.: '�'i a i � l'11• .7L •s rt. INLET T 4. Y.'*' }`.•, • a 5.�.s s ra r•' ti;t :+i•.•E:� �:•}' ti►' s.i+ :.••.•ti^. «iAa•+P ;C s ",'^.•,••«,,. 1 • '=,'"'as 'ss.'t'..:*'. tti` idijr'� ; y ,r.• 'A:�r';iP :t. ': j r�',y'M+„ , ' �'�_ ..• t. 1 r s _ 00 RIM=35.16 1 � - ' -� ( 1 ...»...,,.. IRR. BOX o <� ..;.•�: •�,• .. ,, •.�:�-�= 2" CONC I.E. S=32.76' o & BOLLARD �. ° g"CBNC bI.E S32.76' �. o °POWER 0 .�'�:�° SIG POLE,KKLPUWUIMM�NREER ANCHOR � 2 CM . E_ � �"ey. � '� .�,�._�.....d .�>. � O Q AND XWALCONTROL CABMIET ix°�na�e �� �� ,.1 yE �°' �� \ >mmm_. m. tom. CB STD GRATE , • a°,• , . • .a a ,777 �s • • + d ... HT a�° a ro a. G POWER P ro p ro OL I�: �. dro a < D IMILA ce • a d BO ro • " .. , F f , d + \ ,LU , < 8 D.. 33.46 , , 2^4 . a ' `� /y� +7�� �o . X.ENCE TO REMAIN # r b AN Q'A L 1- 7 . # MONITOR WELL d $. TH 4TH S a. g °. I�oR TREET°. ... ' , pyryyi4T�R .�1/AL1/E � � ., <. • ., ro <a, g,. ..x. :% 'a. � 'd , ,. gra ., , '<a -�ra '% .. ,•q ,'l. b` d W r N. ® g a ^.� e d � . _ a' `mom -- ------ ---- ----------------- --- ro r-�m .i ' > ro ` P •^^•nyMB-m'`�,' ; civ^! ) P��) Pim) P di .nn..,..,°• OX)PDX P `P OX SI BO w ��7' �®� c ) ,,. i WATER VALVE NATER VALVE 77 �� WATER VAULT OWER POLE WATER �°°'`°�. �a� WATER POWER POLE CB SOLID LID METER \. / WATER 77 CB SOLID LID WATER VALVE FIRE HYDRANT , NHOL 28 IG $, a CB STD GRATE " RIM=35.37; RIM=35.20' x -� RIM=35.26 CB INLET 8 D.I. I.E. N=32.82 WATER ��� ,a " _ 12" CONC I.E. E=32.70' WATE� VALVE B S GRA 8" D.I. I.E. W-32.92 W/ SOLID LID 12" CONC I.E. W=32.70' METER D.I. I.E.NW=32.92 RIM=35.33 CB SOLID LI =35. " 8" D.I. I.E. S=32.74' RIM=39.2 ' WATER VALVE 8" .I. I.. E=32. 5' ° LIGHT 8 CONC I.E. N=32.53 24" CONC I.E. NE=34.1 ' " s, STANDARD 12" CONC I.E. N=33.13' " '' 8 C i. SW= .37 6" ADS I.E. S=33.93' 24 CONC I.E. S=34.1 % WEIGHT % PURITY c 0 DWARF TALL FESCUE 6" PVC I.E. E=37.36' RIM=39.66' 12" CONC I.E. SW=37.36' FESTUCA ARUNDINACEA VAR 45 98 90 V) RIM=40.31' RIM=39.99t 36" CONC I.E. E=33.26 ~ Zz Lo i! 98 90 RED FESCUE !L ©0 28+00 29+00 FESTUCA RUBRA LIJ � U U N COLONIAL BENTGRASS I z O Lmft LLI AGROSTIS TENUIS 5 98 � CL W D 0 z > .�.� 0 O U w � p Q ° Y O+ �i -5 CL 44 Q mm Y Y m Y -6 ) YLAJ Y U m is LO LO ul r r � N 0 ® i CB STD GRATE RIM=41.05' / 6 CONC I.E. S=39.82 / ! SDMH I j RIM=41.38' • - / / ! Q`� 6" CONC I.E. NW=38.68' i / ! 12" CONC I.E. S=38.23' ! 1 1 CB SOLID LID RIM=40.14 36" CONC I.E. NE=31.39' 36" CONC I.E. S=31.39' 4� CB S GRATE / ' RIM- 0.73 4 h / MATCH EX. GRADES AT SAWCUT LINE 4 tM' / 4 t ' / i (. t. A • . a:'L;.. •.tT :�: �.wi�: }`�•o;V ,^ w .a:.0 y'L:.a•,'y v . '«. ri.: '�'i a i � l'11• .7L •s rt. INLET T 4. Y.'*' }`.•, • a 5.�.s s ra r•' ti;t :+i•.•E:� �:•}' ti►' s.i+ :.••.•ti^. «iAa•+P ;C s ",'^.•,••«,,. 1 • '=,'"'as 'ss.'t'..:*'. tti` idijr'� ; y ,r.• 'A:�r';iP :t. ': j r�',y'M+„ , ' �'�_ ..• t. 1 r s _ 00 RIM=35.16 1 � - ' -� ( 1 ...»...,,.. IRR. BOX o <� ..;.•�: •�,• .. ,, •.�:�-�= 2" CONC I.E. S=32.76' o & BOLLARD �. ° g"CBNC bI.E S32.76' �. o °POWER 0 .�'�:�° SIG POLE,KKLPUWUIMM�NREER ANCHOR � 2 CM . E_ � �"ey. � '� .�,�._�.....d .�>. � O Q AND XWALCONTROL CABMIET ix°�na�e �� �� ,.1 yE �°' �� \ >mmm_. m. tom. CB STD GRATE , • a°,• , . • .a a ,777 �s • • + d ... HT a�° a ro a. G POWER P ro p ro OL I�: �. dro a < D IMILA ce • a d BO ro • " .. , F f , d + \ ,LU , < 8 D.. 33.46 , , 2^4 . a ' `� /y� +7�� �o . X.ENCE TO REMAIN # r b AN Q'A L 1- 7 . # MONITOR WELL d $. TH 4TH S a. g °. I�oR TREET°. ... ' , pyryyi4T�R .�1/AL1/E � � ., <. • ., ro <a, g,. ..x. :% 'a. � 'd , ,. gra ., , '<a -�ra '% .. ,•q ,'l. b` d W r N. ® g a ^.� e d � . _ a' `mom -- ------ ---- ----------------- --- ro r-�m .i ' > ro ` P •^^•nyMB-m'`�,' ; civ^! ) P��) Pim) P di .nn..,..,°• OX)PDX P `P OX SI BO w ��7' �®� c ) ,,. i WATER VALVE NATER VALVE 77 �� WATER VAULT OWER POLE WATER �°°'`°�. �a� WATER POWER POLE CB SOLID LID METER \. / WATER 77 CB SOLID LID WATER VALVE FIRE HYDRANT , NHOL 28 IG $, a CB STD GRATE " RIM=35.37; RIM=35.20' x -� RIM=35.26 CB INLET 8 D.I. I.E. N=32.82 WATER ��� ,a " _ 12" CONC I.E. E=32.70' WATE� VALVE B S GRA 8" D.I. I.E. W-32.92 W/ SOLID LID 12" CONC I.E. W=32.70' METER D.I. I.E.NW=32.92 RIM=35.33 CB SOLID LI =35. " 8" D.I. I.E. S=32.74' RIM=39.2 ' WATER VALVE 8" .I. I.. E=32. 5' ° LIGHT 8 CONC I.E. N=32.53 24" CONC I.E. NE=34.1 ' " s, STANDARD 12" CONC I.E. N=33.13' " '' 8 C i. SW= .37 6" ADS I.E. S=33.93' 24 CONC I.E. S=34.1 LOW GIOWM MM OEM) WX TO BE APPLIED AT THE RATE OF 120 LB/AC. TO ALL DISTURBED AREAS OUTSIDE OF LANDSCAPING LIMITS. Q ' / / , 1 ' / / , , 4� POWE POLE , / r Q OWER TER !�" ---- PgWER VAULT a Q % WEIGHT % PURITY % GERMINATION DWARF TALL FESCUE 6" PVC I.E. E=37.36' RIM=39.66' 12" CONC I.E. SW=37.36' FESTUCA ARUNDINACEA VAR 45 98 90 DWARF PERENNIAL RYE (BARCLAY) RIM=40.31' RIM=39.99t 36" CONC I.E. E=33.26 LOLIUM PERENNE VAR. BARCLAY 30 98 90 RED FESCUE N N W) N 28+00 29+00 FESTUCA RUBRA 20 98 90 COLONIAL BENTGRASS I I ww AGROSTIS TENUIS 5 98 90 LOW GIOWM MM OEM) WX TO BE APPLIED AT THE RATE OF 120 LB/AC. TO ALL DISTURBED AREAS OUTSIDE OF LANDSCAPING LIMITS. Q ' / / , 1 ' / / , , 4� POWE POLE , / r Q OWER TER !�" ---- PgWER VAULT a Q CB STD GRATE n n RIM=39.86' CB 1 X2 GRATE 6" PVC I.E. E=37.36' RIM=39.66' 12" CONC I.E. SW=37.36' % 6" CONC I.E. W=38.76' a V SDMH SDMH RIM=40.31' RIM=39.99t 36" CONC I.E. E=33.26 36" CONC I.E. W=33.29' 36" CONC I.E. W=33.26' 24" CONC I.E. SW=33.19' r 12" CONC I.E. N=36.19' N N W) N 28+00 29+00 SDMH CB STD GRATE RIM=39.86' RIM=40.21' 12" CMP I.E. E=33.61' 36" CONC I.E. NE=33.21' 12" D.I. I.E. N=32.71' 36" CONC I.E. E=33.41' 12" D.I. I.E. W=32.71' MONITOR WELL 30+00 r r R-381903 By: I Date: O� GUY %j WASy� o� cn z 38950 p �� •`F3SFG � S T E��`' ��`� /ONA 6/19/2015 ° m n n 0 W m 0 Z U v a V z La V) z Y ° r W Q N N W) N N OU Z z 0 By: Dote: m n n 0 W m By: Dote Z (O V t O "i Zz � l La N Q z Y LL_ W W Q N N W) N N OU Z z 0 00 � � ZzC:) I I ww 4 LC) � c Lo Lo > NZC-4N 3 V ° Y O+ �i sa • �z 0 U Q is By: Dote: m n n 0 W m By: Dote Z (O V t O "i Zz � l w Q z LL_ W W Q N N W) N N OU Z z 0 00 � � ZzC:) I I ww tCN�C LC) � z� 0Z Lo Lo NZC-4N =sof Y U0 �i sa J �z i{ z W C? v �I CON By: Dote: m n n W m By: Dote z Lo z cm t ° O "i O By: Dote z z 0I m n n m m a � 0 O "i D n n d m a � CD � o O c O �N tTj 0 v m a � c c 0 0 Y z 8 0 z r;j O W W WLd o � a In v=i `L -i V (D LJ Q V) F— ry <C n ry .Q Q n -1 C E N a � CD Q O E z (�'� o� 4.44 U)c- a -Y-- %-0 0-0 -� Z Z V zW .5 N .N Uz _0 W :3 n N .12 sll c E U z V 0O N W -1 C E N a � CD GRADING AN N RIM=40.83 CB SOLID LID --- �\ 8" D.I. I.E. E=38.36 I RIM=42.01' 8'`D.I. I.E. NW=38.45' I.E. �., 6 PVC .E. � 1 I 24" JPVC I.E. S=29.83' , LOT LIGH \ 1 -- ----------+---- x x x x —T-1 x r — ---WNC ET W ` CONC RET CB D LID .r --' •..- YIIA L'' � RIM=4 1' 7C a u _ x rr 12" ADS I.E. E=36 91as 12 D.I. I.E. S=36.91 X 39.17 -- --- ----- - - =�=--n 1 D.I. CULV x x x -- -%- x 73 37 18" D.I. CULV I. N=37.46' X I.E. N=37.4fi' ��LOT� CO LOT LIG �� E s' CEDAR ® � \ I 01 1 L i X 31L63 ' `42"t.-I. , � Q.1. CULV �• ,, I.E: - 7.74 Xm- X� 37 Know what's below, �� �� 1 STC�FMrMIATO PCS Call before you dig.\ / AICD CONMMCM VEnJWX 39.27 f MONIT06 w'LL X371n ONITOR ...- "'T 1r- _-_-- I II I //� --- ------ _j 1 ! � � jI• � I�0 I -J M I IMI I I -'N SNI CELL 1 I J I 1 N N I II: IM . m to I I a-, M¢ I I I I ISI I I 25A ',"£ `�'•��/D 92 MATCH LINE SEE GR ADING DETAIL SCALE: 1"=10' HORIZONTAL / / / / / / / / / / / / / / I 0 �- N ~ W Uj v Uj VV) U Z U04 0 m "e Uj D a D � W � Z 5 p 0 W Q Ir E z (�'� / s J cn U ®Z Z j -� Z Z V zW .5 N .N Uz N .12 sll MH RI =41.71' U z V 0O N W wN Q w N 00 W J U UCN to� Y Y :) 0 tL p- 0 W I 5E) d in 3: N z t`• U I I i W cn Ln Ln IE =37.91 (12" �) W W 0 m Y .._. r 1 Y Y Cts J X -' --------- - LO LO 1.0o � U Q O WATER rn ti N JE c � l� Q ` ` ` o SO s N = ---------,� to to q- y _ m CB STD GRATE lui �Y oY o IBOX ,yWo WW z v0 -i o W o v a a I I v=i !y IE =38.81 (6- N) 1, IE =38.91 (6 W) ry rh iM n X4tt Ih 1 �- lilt --------------- --------------%E CL) t' Q 0 X - -----t t U SPEE BUMP V) Li ly # X11 F - 1. Q 'J7 ; k �U I o rn IN - - 0 3 r4 t 1 0 1, M 1 r# ,p 1 •CAUTION!!! N 1k OVr RHEAD UTILITIES m 0 0-4N t�D E v 0 cn 3 0 I O cn L N W ry a� a� c v co LO N 0 0 0 N o 71 LZ GRADING AN N RIM=40.83 CB SOLID LID --- �\ 8" D.I. I.E. E=38.36 I RIM=42.01' 8'`D.I. I.E. NW=38.45' I.E. �., 6 PVC .E. � 1 I 24" JPVC I.E. S=29.83' , LOT LIGH \ 1 -- ----------+---- x x x x —T-1 x r — ---WNC ET W ` CONC RET CB D LID .r --' •..- YIIA L'' � RIM=4 1' 7C a u _ x rr 12" ADS I.E. E=36 91as 12 D.I. I.E. S=36.91 X 39.17 -- --- ----- - - =�=--n 1 D.I. CULV x x x -- -%- x 73 37 18" D.I. CULV I. N=37.46' X I.E. N=37.4fi' ��LOT� CO LOT LIG �� E s' CEDAR ® � \ I 01 1 L i X 31L63 ' `42"t.-I. , � Q.1. CULV �• ,, I.E: - 7.74 Xm- X� 37 Know what's below, �� �� 1 STC�FMrMIATO PCS Call before you dig.\ / AICD CONMMCM VEnJWX 39.27 f MONIT06 w'LL X371n ONITOR ...- "'T 1r- _-_-- I II I //� --- ------ _j 1 ! � � jI• � I�0 I -J M I IMI I I -'N SNI CELL 1 I J I 1 N N I II: IM . m to I I a-, M¢ I I I I ISI I I 25A ',"£ `�'•��/D 92 MATCH LINE SEE GR ADING DETAIL SCALE: 1"=10' HORIZONTAL / / / / / / / / / / / / / / I 0 �- N ~ W Uj v Uj VV) U Z U04 0 m "e Uj D a D � W � Z 5 p 0 W Q ,# r 14 1 r r 1 I# ' MATCHI EX. GRADES AT SA CUT LINE r# 1 �# r t# r r# r POWER VAULT i CBS RIM 11 t ! NC I.E.3�►�# )NC I.E. S %48�/ ', n !4i , s1 k! 41CL h P I 1 X ,31 1 2 ti 9 a I# M T � ;4 61 70 04 UND BAR/CAP , g (AAY 14) 09 1 443° MATCH LINE SEE SET C3 1' 6' SIDEWALK 1' a 4' CONCRETE �EX. GROUND 4" CRUSHED SURFACING (5/8" MINUS) OR BANKRUN GRAVEL COMPACTED AT 95% SIDEWALK SECTION NOT TO SCALE Ol TRANSITION TO FULL HEIGHT CURB IN 5' QSIDEWALK TO BE FLUSH WITH ASPHALT O3 SINGLE DIRECTION CURB RAMP. END CURB/SIDEWALK TRANSITION TO FLUSH SIDEWALK. O4 SLOPE SIDEWALK TOWARDS RAIN GARDEN By: By: By: By: ION Dote: Dote: Dote Dote 11 r.I �Okl GUY oj wAsy� cn z 38950 0 1 S T t�� IONA L 6/19/2015 Ir E z (�'� / H cn U ®Z Z j U Q 0 ° V zW .5 N .N Uz N .12 sll MH RI =41.71' - r wN Q w N 00 z Z CD UCN to� Y Y U I I 5E) d in 3: N Ln N z CaZ �F— Ln Ln IE =37.91 (12" �) W W 0 m Y .._. r 1 Y Y Cts J -' --------- - LO LO 1.0o � U Q O WATER rn N N JE c � l� MANHOLE ` ` ` o SO s N = ---------,� to to q- ° TEL. �� CB STD GRATE z IBOX ;" RIM=41.16' !y IE =38.81 (6- N) 1, IE =38.91 (6 W) rh iM X4tt Ih 1 �- lilt --------------- --------------%E t' X - -----t t SPEE BUMP ly # X11 1. 'J7 ; k �U I IN - - 3 r4 t 1 1, M 1 r# ,p 1 •CAUTION!!! N 1k OVr RHEAD UTILITIES ,# r 14 1 r r 1 I# ' MATCHI EX. GRADES AT SA CUT LINE r# 1 �# r t# r r# r POWER VAULT i CBS RIM 11 t ! NC I.E.3�►�# )NC I.E. S %48�/ ', n !4i , s1 k! 41CL h P I 1 X ,31 1 2 ti 9 a I# M T � ;4 61 70 04 UND BAR/CAP , g (AAY 14) 09 1 443° MATCH LINE SEE SET C3 1' 6' SIDEWALK 1' a 4' CONCRETE �EX. GROUND 4" CRUSHED SURFACING (5/8" MINUS) OR BANKRUN GRAVEL COMPACTED AT 95% SIDEWALK SECTION NOT TO SCALE Ol TRANSITION TO FULL HEIGHT CURB IN 5' QSIDEWALK TO BE FLUSH WITH ASPHALT O3 SINGLE DIRECTION CURB RAMP. END CURB/SIDEWALK TRANSITION TO FLUSH SIDEWALK. O4 SLOPE SIDEWALK TOWARDS RAIN GARDEN By: By: By: By: ION Dote: Dote: Dote Dote 11 r.I �Okl GUY oj wAsy� cn z 38950 0 1 S T t�� IONA L 6/19/2015 E z (�'� (n C; U H cn U ®Z Z j U Q 0 ° V zW .5 N .N Uz N a � sll Y r wN Q N M N N 00 z Z = E z (�'� (n C; U H cn U ®Z Z j O V) zW .5 N w N a � Z Y w wN Q N M N N 00 z Z CD UCN to� m Z� Z I I w LZ d in 3: N Ln N z CaZ �F— Ln Ln W W 00 LLJ > > Y .._. U to �(i s J D � U Q O = E z (�'� (n C; U H cn U ®Z Z j O V) zW .5 N w Q a � Z w wN Q N M N N 00 z Z CD UCN to� m Z� Z I I w LZ d in 3: N Ln N z CaZ �F— Ln Ln W W 00 LLJ > > Y .._. U to �(i s J z Oil:, Z W k v �► l� Gp�J cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn E z (�'� �- = 0 ° N cn U cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn z o. ®Z z 0 0 c ri m n- CD m c m �0 m m 7 0 D cn D n 0 CD C7 Cn • z s c z z F1, cn 0 D 0 cn D 0 0 0 T m CD c �0 �c 7 0 0 Y Z O Z Lai Q 0 S o L.- a c vn lLJJ V ) C) L_LJ V) Q CL ry Q U U Q CL Q. O o 404 U) , (n c: C) E IV 1 Q UU Z W SDMH � L Z � p 12* CMP I.E. E-33.61' c F - 0 0 DE E a'N _0 N CD ff W = XURNNNNN© Know what's below, 0111 before you dig. STO W TABLE CB #2 , TYPE 2-4W W/STANDARD GRATE RIM=37.75 IE=31.53 (12" N,S) IE=31.53 (8" E) C8 #3 , TYPE 2-46' W/STANDARD GRATE RIM=37.75 IE=32.23 (12" N,S) CB #4 , TYPE 1 W/STANDARD GRATE RIM=37.75 IE=32.92 (12" N,E) CB 46 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=33.57 (12" E,W) IE=34.70 (8" N) CB #6 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=34.17 (12" W,E) CB ##7 , TYPE 1 W/STANDARD GRATE RIM=37.90 I E = 34.80 (12" W) C8 #U , TYPE IM W/STANDARD GRATE RIM=35.40 IE=33.10 (12" NE) IE=33.88 (8" S) CB #15 , TYPE 1 W/BEEHIVE GRATE RIM=37.50 IE=35.22 (12" N,S) MATCH LIFE SEE SHEET C6 0� �0�0�m 7g i IR 1 mwg' mt 0% M E'. 1 fhQ L TAX N " 1 158 LF 2" CPEP SD 0 0.32%1 722300 10 CB =.t 95 F 12" CPEPM CB #14 .... , . `- " CONNE �OOTING D I -W2 r.; " • tONCH •; .4 . TRENCH WITH NO SLOPE- • . .. • . CONTRACTOR TO INSTALL 4" I .' ry PERFORATED PIPE PERIMETER' CDN ECIO• DRAIN AT FOOTING BASE AROUND • ' - 1 BUILDING. DRAIN AND CLEANOUTS 4 TO BE INSTALLED PER ; GEOTECHNICAL RECOMMENDATIONS. TRENCH DRAT LIGHT BASE E I 136 LF 12" IDE W/EXTRA HEAVY DUTY . • �; � GRATE. NCH BOTTOM SHALL BE SLOPED n, LICIT BASE � � o I; NOFY. GRATE ELEVATION=35.40 °•r" .L. CONTRACTOR TO PROVIDE SUBMITTAL TO NGINEER FOR APPROVAL. CONCRETE = • ° - 1- ENCASEMENT DESIGN/BUILD BY CONTRACTOR. ' , • • : •_ r , •., •a:' t I SEE DETAIL ON SHEET C20. : •I • ' 3 PROPOSED BUIL - > FF=3'9.50N•,�• �. .. C CULV 4� 1 �•$8 . 4 •: 34.00' CB 1 : G STD GRATE 1 _ I =,3441 a i ' 4 CONC I.E. :=32,7 1 � "�♦ 8 PVC LE, W=32.61 � 0 UT..RYCMINIINIGG :� 8 4 PVC I.E. W=33.11 IE 12" SD=35.31 6 CONC I.E. S=31,515a j T/P 8" SS=33.93 1 / IE 8" W-36.81 1 i j < STD GRATE / -� ; RIi=343' s '' Baa CON€�C°°°°++ I.E. N=32. baa CONC I.E. S=32,,6 gym.... OLE " 112" CONC I.E. W=3 ' ii IRE 156 LF 12" CPEP SD 0 0.5% C O V) 1-- Z LLJ v � � ~ U "� Z U N O cr "m U d M WV) (n Z Z 5; p o cr a z MATCH SEE SHEET C6 <t a 1 / / -5 09 10443&` W Y W W Q 1 I I i X X m 1 111 �y p N N N p POW R POLE to to UTIL EASEMENT ' ? '�- RE 70926170 � 1/ 1 14. CB ltd 41Da � TE 6" CONC I.E. S=39.84 SDMH / r RIM=41,38$ 6" CONC LE, NW=38.68' 12" CONC I.E. S=38,23' +�v CB SOLID LID RISA=40.14' �1 •; 6' CONC I.E. NE=31.39' 3" GONG I.E. S=31 439' ;r ,p ` CB S GRATE / RIM- 033 'r / 4 ,r /4 ,r /y /p ,b r � 'r ,r r r Q`' 'r 'r ,r ,r �* r SPEED LIMIT SIGN t POWE POLE Q GATE A POWER TER P ER VAULT "PRIVATE SIGN CD STD GRATE RIi=39.86 CR 1 X2 GRATE 6" PVC I.E. E=37.36 RIM=3 «66' 12" CONC I.E. SW=37.36' 6° CONC LE, W-38,76¢ SDMH SDMH RIM=40.31' a 3" C I E E-33 6" -.�• .. a- • . 0 © r tCB STD GRATE : RIM � � I 1 1 MONITOR WELL C 03066"low7 I'M cr BOLLARD Je } ,=r.. ,.. ,. ,, , " ...,. . :. ....,.,, .«..:, .<,a. «uxxxxxi„xxx exx�>,xxx,,.,a,xv w,xxxvxx�r»x x:' ..,.«aar;,aanx ,,.>'a.>r,.a:. ;,.a><.x ...::,�w•>, ,,.. ,.�... i - ' , i�' hs � ..o. ..3313 '... ... ''�i. .:. ., , �. .. , ., • : !. N E rl IlY�;�ti, r MHd . -t a��'9rtawrz�l*aU3ake.saftaY.v*tx'. M+�"ea>,X�'d�SfY&aaNritiri}auii: },wiu>i✓fii�i. x3t�#�illAiii�lks3.]aii"w:#'�d``#i#pta. �,xv uw. o ,nen. ..,g Sf �a�it�[s3s.'1�3?ub�&Ri ShNiW�.#,,,#iS312k##ub, .,... ,., ," ,: ,.. '.h # �.. , „ ,. > i <:3:.: x.v- r B... .e�.�•.-.,._t_. _ 3,1.'•-,#si#xau�x# rt�uu� . �„ uta. - >}sr�a55t�u>v�x.... .....- _. -. .- INLET W/SOLID 24- # e .. : RIM=35� 6'.�� . «� c x..11 3 , - WK,� , BOLLARD i _ ♦i "1 ♦.i ♦I �� �-/ \; is _ OPOWER POLE W/TRANSFORMER_ _G a i CB STD GRATE,," FLA - . i 11:.9: • • ; p =29 DO rI i 7 leff, ENTER - ,,i " > -. �1 CONNECT TO FOOTING DRAIN ❑2 CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PUNS. TEL. M/H RII =39.99 6 GN .. = ,2 36" CONC I.E. W=33.29' 36" CONC I.E. W=33,26' - POWER POLE 24" CONC LE. SW=33.19` W/L 12" CONC LE. N=36,19' U 29+00 30+00 SSI -I N w U � Z Q IV 1 4" CONC I.E. E-31,48' UU Z Z J SDMH CB STD GRATE Z J0 12* CMP I.E. E-33.61' 36" CONC I.E. NE -33.21' 0 0 12• D1 I.E. W=32.71' Y MONITOR WELL (Yw I I I w N N x m m V) C:j a D 0 06 D � U Q W W m 0 0 Y Y 0es (,� � r (n w Z cn o Z o w Y U w Ex a a. I I _ L) ry ai n - Q a rV V I W � Q Q Q V' O v m LO O N N CD E i= Q) a 0 3 ,F__� v I Z o U-) U) N c cr_ C .m C N LO N 0 0 0 N ai O Z ff W = XURNNNNN© Know what's below, 0111 before you dig. STO W TABLE CB #2 , TYPE 2-4W W/STANDARD GRATE RIM=37.75 IE=31.53 (12" N,S) IE=31.53 (8" E) C8 #3 , TYPE 2-46' W/STANDARD GRATE RIM=37.75 IE=32.23 (12" N,S) CB #4 , TYPE 1 W/STANDARD GRATE RIM=37.75 IE=32.92 (12" N,E) CB 46 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=33.57 (12" E,W) IE=34.70 (8" N) CB #6 ,TYPE 1 W/STANDARD GRATE RIM=37.90 IE=34.17 (12" W,E) CB ##7 , TYPE 1 W/STANDARD GRATE RIM=37.90 I E = 34.80 (12" W) C8 #U , TYPE IM W/STANDARD GRATE RIM=35.40 IE=33.10 (12" NE) IE=33.88 (8" S) CB #15 , TYPE 1 W/BEEHIVE GRATE RIM=37.50 IE=35.22 (12" N,S) MATCH LIFE SEE SHEET C6 0� �0�0�m 7g i IR 1 mwg' mt 0% M E'. 1 fhQ L TAX N " 1 158 LF 2" CPEP SD 0 0.32%1 722300 10 CB =.t 95 F 12" CPEPM CB #14 .... , . `- " CONNE �OOTING D I -W2 r.; " • tONCH •; .4 . TRENCH WITH NO SLOPE- • . .. • . CONTRACTOR TO INSTALL 4" I .' ry PERFORATED PIPE PERIMETER' CDN ECIO• DRAIN AT FOOTING BASE AROUND • ' - 1 BUILDING. DRAIN AND CLEANOUTS 4 TO BE INSTALLED PER ; GEOTECHNICAL RECOMMENDATIONS. TRENCH DRAT LIGHT BASE E I 136 LF 12" IDE W/EXTRA HEAVY DUTY . • �; � GRATE. NCH BOTTOM SHALL BE SLOPED n, LICIT BASE � � o I; NOFY. GRATE ELEVATION=35.40 °•r" .L. CONTRACTOR TO PROVIDE SUBMITTAL TO NGINEER FOR APPROVAL. CONCRETE = • ° - 1- ENCASEMENT DESIGN/BUILD BY CONTRACTOR. ' , • • : •_ r , •., •a:' t I SEE DETAIL ON SHEET C20. : •I • ' 3 PROPOSED BUIL - > FF=3'9.50N•,�• �. .. C CULV 4� 1 �•$8 . 4 •: 34.00' CB 1 : G STD GRATE 1 _ I =,3441 a i ' 4 CONC I.E. :=32,7 1 � "�♦ 8 PVC LE, W=32.61 � 0 UT..RYCMINIINIGG :� 8 4 PVC I.E. W=33.11 IE 12" SD=35.31 6 CONC I.E. S=31,515a j T/P 8" SS=33.93 1 / IE 8" W-36.81 1 i j < STD GRATE / -� ; RIi=343' s '' Baa CON€�C°°°°++ I.E. N=32. baa CONC I.E. S=32,,6 gym.... OLE " 112" CONC I.E. W=3 ' ii IRE 156 LF 12" CPEP SD 0 0.5% C O V) 1-- Z LLJ v � � ~ U "� Z U N O cr "m U d M WV) (n Z Z 5; p o cr a z MATCH SEE SHEET C6 <t a 1 / / -5 09 10443&` W Y W W Q 1 I I i X X m 1 111 �y p N N N p POW R POLE to to UTIL EASEMENT ' ? '�- RE 70926170 � 1/ 1 14. CB ltd 41Da � TE 6" CONC I.E. S=39.84 SDMH / r RIM=41,38$ 6" CONC LE, NW=38.68' 12" CONC I.E. S=38,23' +�v CB SOLID LID RISA=40.14' �1 •; 6' CONC I.E. NE=31.39' 3" GONG I.E. S=31 439' ;r ,p ` CB S GRATE / RIM- 033 'r / 4 ,r /4 ,r /y /p ,b r � 'r ,r r r Q`' 'r 'r ,r ,r �* r SPEED LIMIT SIGN t POWE POLE Q GATE A POWER TER P ER VAULT "PRIVATE SIGN CD STD GRATE RIi=39.86 CR 1 X2 GRATE 6" PVC I.E. E=37.36 RIM=3 «66' 12" CONC I.E. SW=37.36' 6° CONC LE, W-38,76¢ SDMH SDMH RIM=40.31' a 3" C I E E-33 6" -.�• .. a- • . 0 © r tCB STD GRATE : RIM � � I 1 1 MONITOR WELL C 03066"low7 I'M cr BOLLARD Je } ,=r.. ,.. ,. ,, , " ...,. . :. ....,.,, .«..:, .<,a. «uxxxxxi„xxx exx�>,xxx,,.,a,xv w,xxxvxx�r»x x:' ..,.«aar;,aanx ,,.>'a.>r,.a:. ;,.a><.x ...::,�w•>, ,,.. ,.�... i - ' , i�' hs � ..o. ..3313 '... ... ''�i. .:. ., , �. .. , ., • : !. N E rl IlY�;�ti, r MHd . -t a��'9rtawrz�l*aU3ake.saftaY.v*tx'. M+�"ea>,X�'d�SfY&aaNritiri}auii: },wiu>i✓fii�i. x3t�#�illAiii�lks3.]aii"w:#'�d``#i#pta. �,xv uw. o ,nen. ..,g Sf �a�it�[s3s.'1�3?ub�&Ri ShNiW�.#,,,#iS312k##ub, .,... ,., ," ,: ,.. '.h # �.. , „ ,. > i <:3:.: x.v- r B... .e�.�•.-.,._t_. _ 3,1.'•-,#si#xau�x# rt�uu� . �„ uta. - >}sr�a55t�u>v�x.... .....- _. -. .- INLET W/SOLID 24- # e .. : RIM=35� 6'.�� . «� c x..11 3 , - WK,� , BOLLARD i _ ♦i "1 ♦.i ♦I �� �-/ \; is _ OPOWER POLE W/TRANSFORMER_ _G a i CB STD GRATE,," FLA - . i 11:.9: • • ; p =29 DO rI i 7 leff, ENTER - ,,i " > -. �1 CONNECT TO FOOTING DRAIN ❑2 CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PUNS. TEL. M/H RII =39.99 6 GN .. = ,2 36" CONC I.E. W=33.29' 36" CONC I.E. W=33,26' - POWER POLE 24" CONC LE. SW=33.19` W/L 12" CONC LE. N=36,19' U 29+00 30+00 R-382905 IV v WAS P 38950 /0NA EAG 6/19/2015 Z SSI -I N RIM=42"38' IV 1 4" CONC I.E. E-31,48' cO 24" CONC I.E. W®31.38' SDMH CB STD GRATE RICA -39.86' RIM=40.21' 12* CMP I.E. E-33.61' 36" CONC I.E. NE -33.21' 12. O.I, I.E. N=32.71` 36" CONC I.E. E=33.41' 12• D1 I.E. W=32.71' Y MONITOR WELL R-382905 IV v WAS P 38950 /0NA EAG 6/19/2015 Z •- � N IV 1 ° cO z' Cy V r �o• z U 'L zC N N s° Y O J) w W F=- Z U � Z 0 g t`ii w x a� Z � Z � W N N N � M. Q M N 00 Z O Ntt? 0�p Z � Z W Z _ _ W Uj Q � Lf) Z� 3-: N N 0 z � ~ tI7 � W }- N Z N N J� 00 Ljj Y U t= z - • 7- U1 " W �► v 5J ool Y- B • Dote: •- � N IV 1 By: Date z' Cy %% o N r 0 O By: Date zC N C Y J) 1�' 7m m m m C:j D 0 06 D � U Q w W F=- Z U � Z 0 g t`ii w x a� Z � Z � W N N N � M. Q M N 00 Z O Ntt? 0�p Z � Z W Z _ _ W Uj Q � Lf) Z� 3-: N N 0 z � ~ tI7 � W }- N Z N N J� 00 Ljj Y U t= z - • 7- U1 " W �► v 5J ool Y- B • Dote: •- � N By: Date z' Cy %% o N 0 O By: Date zC = D 7 n v O ,c) m ;CD D C cn L z'7 zC = C OJ O J) 1�' 7m m m m C:j D D 7 n v O ,c) m ;CD D C cn L& 0 Y Z 0 0 Z 0 W 3t W w o li a 0 N s - Q O D � vx�4 �4 En C�- ® of IE=33.63 (8" S) 3:Q iE=3630, LJ v V)Li CrZ :3� �+ rn10 0 IE = 31.90 (15" E,w) 0� W��-a 0 I'' Z W Q) \E c m 0 n CD Know what's below, 0111 before you dig. STORM RAINAG AN N ;` i- 11 1 r 1,5 ,, N N , , r Iffi 1 l / 11 It _ DEI il�=-iffff 11 TTTf II Tm VLLL�� 1L11ff � r �I �I N r / 1 r t . 1 '' F 6.z�-- - -�,� 4--- .-------- g----� ° . - --- - ®o e ®I t I ®I ®I -.r - + °" r WATEF VALVE o t 11 N 1111 If 0 If 11 N N 11 r Il N IIN 111L r r L - T 71{[ I --r r� - 1 ----- a n u n 1 I p I - / p I' w Il r - - -�' - ,+ I N N r 11 If 1+ 11 r 11 II r II 0 11 !l �a _ d =::=:c-o:-=aa SSMH 36; CONC LE. N=29.66' CB #2 R1�1-41.43" 36" CNC I.E. 5=29.66 B" D.L I.E. E=37.73' Lo 8" D.I. 11E W=37,63' CATER ' L E i 6�" PVC I.E, N=37.630 S P R X-,.. _ m -------- X-====-_� =__=====x=__=====X=__-___= X=====__- =_ x. xX RIM=36.50 } IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) W 00 Z iE=3630, W/BEEHIVE GRATE v V)Li CrZ RIM=36.70 RIM=37.60 J 0U IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W W��-a 0 I'' Z W W/SOLID LOCKING LID W/STANDARD GRATE a l=- U In I w � uvi IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) m ILL W .a I N L- N N N 00 to D 00 X 00 Z or C Y I LO CN I� C Lo N 0 U) In�L U y Q 0 04 4 L) =Q O = C) W W fft M o oY o W oY W vii Ii v o w v a a I I � n Q U V) W Q 0 CD m 0 N 1W N co E H N 0 0 3 70 � Z O /r W In N W rillC a� c CD co N .i cn 0 0 N o Z i.� Know what's below, 0111 before you dig. STORM RAINAG AN N ;` i- 11 1 r 1,5 ,, N N , , r Iffi 1 l / 11 It _ DEI il�=-iffff 11 TTTf II Tm VLLL�� 1L11ff � r �I �I N r / 1 r t . 1 '' F 6.z�-- - -�,� 4--- .-------- g----� ° . - --- - ®o e ®I t I ®I ®I -.r - + °" r WATEF VALVE o t 11 N 1111 If 0 If 11 N N 11 r Il N IIN 111L r r L - T 71{[ I --r r� - 1 ----- a n u n 1 I p I - / p I' w Il r - - -�' - ,+ I N N r 11 If 1+ 11 r 11 II r II 0 11 !l �a _ d =::=:c-o:-=aa SSMH 36; CONC LE. N=29.66' CB #2 R1�1-41.43" 36" CNC I.E. 5=29.66 B" D.L I.E. E=37.73' Lo 8" D.I. 11E W=37,63' CATER ' L E i 6�" PVC I.E, N=37.630 S P R X-,.. _ m -------- X-====-_� =__=====x=__=====X=__-___= X=====__- =_ x. xX RIM=36.50 IE=31.45 (15" E,18" W) IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) CB #101 TYPE I iE=3630, W/BEEHIVE GRATE W/STANDARD GRATE RIM=36.70 RIM=37.60 IE=32.69 (12" W) IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W CB #III , TYPE 248' W/SOLID LOCKING LID W/STANDARD GRATE RIM=35.98 RIM=38.67 IE=30.25 (30" N) IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) SDMH RIf=36.96' 18" CONC I.E. 6=32.56$ 18" CONC I.E. E=32.55' 18" D.L I.E. S=34.86' SDH RI1=38.63' 18" CNC I.E. =-32.33$ 18" CONC LE. N=32,28' 18" DJ. I.E, S=3 ry 3& 1 � / SSMH �.1, LE, E=38.36' 8 D`I.E. N1=38.45' LOT LICH i w - ' ---------- -x x xJ x ��x x t_- CONC RET A,L�. ----.11 C al�ll .If3 �----- -- `_ �ET WALL _ ii RIM=40,51' � x u 12" ADS I.E. =36,91' as. n 12" DJLE, S=36,91' 11 11 a � Il II x xl'-�== =�= z=====_ - x- ----- - X - __ _-- X ___- II - 1 D.I. CIS °� ._.. x 18" D.I. CULV 1. . N=3746' I.E. N=37w46' coLOT LIGHT -- `J WALL DETB(MN POFD AND CONETU TOP OF POND=35.75 MAX W.S.=34.25 STATIC W.S.=30.25 BOTTOM OF POND=25.75 W/POND LINER PER DETAIL SHEET C13 \ i MONITOR WELL �\ �_-- _--_- - -p------------------ •38_39 __---------_ - -- �3 - _ - - - - ------------------------ ----36-=-------------__ ONITCR - --- -_ _ 4:35= ----------------- i -_________=-==----- =3132 ---____ = t ^ 3oz - 1 I' I ------ r t I I I 1 10% 127.75I I I IL IQp I + III I t 1 �I I 1 IN ICU I I I I 1 1 I� I I I I I 1 1 1 I^�, ICU 1 I 1 1 1 1 III I�I�I I! I`I NJ I I I III 1 I I I NI I0DI 1 I I I I I III I 1 1 1 t")I SNI I1 1 I % I I I I IE=27.75 I I I is °`I IK �``;K: III i EX 18" SD I I �I W RIPRAP PAD I i I i 111 `NI i "$',;::�' ?9.25 I I 1 1 / 1 1 .� ..,r.•.iX-:.:•fv '.y:r . I /� 29.251. I �3 30 LF 24" CPEP SD O 8.3% ° . -44 . ' ,X ECO DLOCK, 151 f LF ° °1" CPEP SD Q ". ` } II 95 LF 12 CPEP SD Q 0.42 CONSTREXTION KEYNOTES: Ri CONNECT TO FOOTING DRAIN Fil CONNECT TO ROOF DRAIN. COORDINATE WITH ARCHITECTURAL PLANS. [-3� INSTALL PIPE INTO POND AND REPAIR EX. POND LINER AS NECESSARY. �tI IV 111alMILL ft PERFORATED PIPE PERIMETER DRAIN AT FOOTING BASE AROUND BUILDING. DRAIN AND CLEANOUTS TO BE INSTALLED PER GEOTECHNICAL RECOMMENDATIONS. CB STD CRATE RIM=:41,21' I12" ADS I.E. W=36.51 24" ADS I.E. N=29,41 24" ADS I.E. E=29x71$ I CB SOLID LID RIM=42.0 1 ' " PVC I.E. E=37,95' 24.IPVC I.E. S=29,83 6. ADS I.E. W=29.69' a ---_ as as 16 W/STANDARD GRATE RIM=38.47 IE=31.13 (12" N,S,E) CS 0 , TYPE 2-W W/STANDARD GRATE RIM=34.50 IE=30.77 (12" S,18" E,24" W) CB 49 , TYPE 10 W/STANDARD GRATE RIM=35.40 IE=33.52 (TRENCH DRAIN) IE=31.46 (12" N) L • t BOLLARD TPa ECC BLOCK TSP, W/STANDARD GRATE W/STANDARD GRATE RIM=37.83 RIM=36.50 IE=31.45 (15" E,18" W) IE=32.60 (12" S.E. 15" N) IE=33.63 (8" S) CB #101 TYPE I CB #SOA , TYPE 2-W W/BEEHIVE GRATE W/STANDARD GRATE RIM=36.70 RIM=37.60 IE=32.69 (12" W) IE = 31.90 (15" E,w) CB #166 ,TYPE 2-W CB #III , TYPE 248' W/SOLID LOCKING LID W/STANDARD GRATE RIM=35.98 RIM=38.67 IE=30.25 (30" N) IE=32.11 (15" S,W) IE=30.50 (18" E, 12" S) IE 6" SS = 34.58 R-382906 0 '(A W W Z tl) ID z W I I i z (; 0 d U U ---, z 04 O qft � W U d � W� cf) U) W Q ! o W o Z ' U Q r. + a I I ) 4 I ' � i Q + I SSH 1 RlM=41 CON W W W B" CON Y Y 8" Pv = U V " CON Y Y � tI) I Ir- to r � N. -I v N N O 0. cN1.10 IV co s1- p ® Z I SD a I CN TEL. ;k CB STD t JBOX ;� RIM=41 n1 IE =38.6 j 14 IE =3609 � 11 ,h ly ry ------ It --- 1 S EE BUMP Ill It ly �� Ih--- 1 7 Ih ,h !h Ih rti I1pI --, h ` fh ' !r t Ih 1 r rh � Ih 14 r lh t Ih r rh t II r ,+ 1 Ih r rh r th t rh r rh r r + /y r r 1 rh 1 rq r !h t rh r rh + r + /h r r + n POKIER VA ►h t th ,N /h th th th th ,h th---- h / h `. k _ /h th d /h It N Ih l Mh th /h ,h to /h /h rh /4 th /h /4 _ t n / ±t �; RECOMME iDeD FOR APPAOIVAL By: Date: By: By: By: Dote: Date Date Qk� GUY j�F W A S, fl 'Q' O cn z 38950 p s �O / S T E��`' ZONA L EN'v 6/19/2015 v N D z LOr o 0 U I� n z U O 0 0 'L II Z ILLJ s oa 0 a Z m ILL = N D z LOr o 0 U I� n z M0 Z j 0 Y m N ILLJ Lq oa z a Z m ILL W .a P0 N N N 00 to D 00 N 00 Z or C Y I LO CN I� C Lo N 0 Z Z In�L U y 00 0 04 4 L) 4 O = N D z LOr o 0 U I� n z M0 Z j 0 m zW ILLJ Lq oa z a Z m ILL W WN Q P0 N N N 00 z Z D 00 N 00 Z or Z I I W W CN I� Q 3:: Lo N Ln N Z Z In�L Lo W w 00 I� 04 4 h, N D z LOr o N 0 711 n z T � L D �'1 z n z M0 c m D° D Lq oa z m m m m O D D C7 0 'D �o �o co D �m z� 0 M-0 7) s� �z m O D C) U7 D m n O O m D° D C 7 6 jy 2 O O is 2 4j W j: W LLj L� D W rL.J V O L.,J ry �c V ry 0- . L__ -1-0 Q� o� DE mE yC cp 0 CD c- o �E 0-0Q W INSTALL: STA. 26+49 a Zo Qcn �w � a. o- F --a )0 z 0c L_ w = a) DE mE yC cp 0 CD f:i \\\\H\\\\\\\���\\0 Know what's below, 0811 before you dig. WATER AND SANITARY SEWER PLAN - SE MATCH LINE SEE SHEET C8 . _ ■ _ ■ _ ■ _ ■ ■ _ ■ _ ■ _ ■ _ 0_0_ ■ _ ■ _ ■ _0_0_m ■ _ ■ _ ■ _ .,_ ■ _ ■ _ ■ ■ ■ ■ _ ■ _ ■ _ ■ ■ _ ■ _ . _ ■ ■ _ ■ ■ _ ■ _ ■ { INSTALL: STA. 10+00 WATERMAIN B = WATERMAIN C T/P 12" SD -36.31 STA. 23+36 (WATERMAIN C) 1-12"X 12" TEE ALL FL o (SEE SHT C 10 FOR PROFILE} 2-12 GATE VALVES (FLXMJ) 1-12" 11.25' BEND (FLxMJ) 1-12- ADAPTOR RR TFLXMJ) KI INSTALL: STA. 23+46 CONCRETE US BLOCKING a 1-12 6 T MJx L { 1-6" GATE VALVE (FLxMJ) z ~ o } W UO W INSTALL: STA. 26+49 a Zo Qcn 1-6" GATE VALVE (FLxMJ) I z U z 1 -FIRE HYDRANT ASSEMBLY w 0 = I.- w m Y O Z W a li. V I I U En N 00 M. Z T 0 O to 0CN 000 Z� I a w w nQU)Lo N x z� a z L0�L Lo w w 00 � 4 4 Ir D r- Y �.. %_. U 0 • ON, 0 CL W = moY {Wo W oY W Lai o %low w = a u n Q 0 U V) w � Q 0 C) m Ln 0 N N c`o E a� 0 `f' z o to N w rycnc a� a� (V LO Ln N En 0 0 N 0 N li f:i \\\\H\\\\\\\���\\0 Know what's below, 0811 before you dig. WATER AND SANITARY SEWER PLAN - SE MATCH LINE SEE SHEET C8 . _ ■ _ ■ _ ■ _ ■ ■ _ ■ _ ■ _ ■ _ 0_0_ ■ _ ■ _ ■ _0_0_m ■ _ ■ _ ■ _ .,_ ■ _ ■ _ ■ ■ ■ ■ _ ■ _ ■ _ ■ ■ _ ■ _ . _ ■ ■ _ ■ ■ _ ■ _ ■ { INSTALL: STA. 10+00 WATERMAIN B = WATERMAIN C T/P 12" SD -36.31 STA. 23+36 (WATERMAIN C) 1-12"X 12" TEE ALL FL o (SEE SHT C 10 FOR PROFILE} 2-12 GATE VALVES (FLXMJ) 1-12" 11.25' BEND (FLxMJ) 1-12- ADAPTOR RR TFLXMJ) KI INSTALL: STA. 23+46 CONCRETE US BLOCKING a 1-12 6 T MJx L { 1-6" GATE VALVE (FLxMJ) z ~ o a o vi 0 W INSTALL: STA. 26+49 a 1-12-X6- TEE MJxFL Qcn 1-6" GATE VALVE (FLxMJ) I z 3 6 LF D.I. EXTENSION z 1 -FIRE HYDRANT ASSEMBLY 00 Uj CONCRETE THRUST BLOCKING w m Y '_` W W I 0 IRR. BOX BOLLARD U"L" T/P 8 SS = 32.40 G IE 12" DIW=33.40 G .�: • .w i .: s' y• : ... .•• 44, PER PALE «.� Ciel i , .. -i /LUMINAIRE 5 .' � T/P 8" SS=32.20 �� ! EX. 24" SS E 12" DI SD=32.70 ' NORTH 4TH STREET W/ETHAFOAM AT CROSSING EX. 6" W (196 ZONE) —W— — — -W- — — W- — —p -W- — — -W- — — -W- — — -W- ii MATER VALVE POWER POLE WATER VALVE WATER VAULT WATER 'SALVE "IRE HYDRANT WATER /CONTROL. DETER VALVE WATER METER CIr 6" _q"� ® n ._�c IE=33.22 256 LF 8" PVC SS 0 0.4% 34 LF 12" D.I W `* FDC MATCH LINE SEE SHEET C8 ...... , 1 ,I / N , OCN ururr IE 12" SD=35.29 T/P 12" DI W=33.20 10 LF 12" D.I W ;�+ INSTALL: STA. 50+10 + ; 1-12" 45' BEND (MJxMJ) CONCRETE THRUST BLOCKING 42 LF 12" D.1 W WATERMAIN D (SEE SHT C10 FOR PROFILE) INSTALL: STA. 50+52 PIV1-1 x 1 UT -IN TEE ALL FL 8 42 LF 12" D.I W / �'' , 3-12" GATE VALVES (FLxMJ) Q 2-12 SLEEVES (MJxMJ) 3 CONCRETE THRUST BLOCKING (PER DETAIL 300.4 ON SHT C 17) 29 LF 12" D.I W INSTALL: STA. 30+15 1-12 22.5' BEND (MJxMJ) CONCRETE THRUST BLOCKING /+ INSTALL: STA. 29+86 1-12" GATE VALVEM x (J MJ) 14 LF 12" D.1 W , Al 4 ` F / { INSTALL: STA. 29+72 1-12x8 0 " TEE (MJxFL) �; 1-8" GATE VALVE (FLxMJ) Fri b`` �`�; / '+ CONCRETE THRUST BLOCKING �N /� / ,'% E P '% 21 LF 8" D.1 W � � / 14i 17 LF 12" D.I W PONDER TER INSTALL. STA. 29+56 1-12"X6" TEE (ALL FL) P NiER VAULT 1-6" "GATE VALVE (FLxMJ) 1-12 GATE VALVE (FLxMJ) 1-12" ADAPTOR (FLxMJ) + " 19 LF D.I. EXTENSION 1 -FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKING INSTALL: STA. 28+67 1 ` 1-12w 22.5' BEND MJxFL) .1.777. + CONCRETE THRUST BLOCKING 2" AlR/VAC A$SEM Y INSTALL: STA. 28+33 (( 1-12" 45' BEND (FLxMJ) + CONCRETE THRUST BLOCKING SSMH EX. 16 W RIM=42,38' 24" CONC I.E. E=31.48* i 24" CONC I.E. W=311 38$ NEATER � j' ANHOL SAWCUT, REMOVE AND REPLACE EX. CONCRETE PAVEMENT IN-KIND AS NEEDED FOR UTILITY CONSTRUCTION. WATER 'SALVE CONCRETE SHALL BE SAWCUT AT NEAREST JOINT AND THE WATER VALVE ENTIRE CONCRETE PANEL SHALL BE REMOVED AND EP EPOR WELL #10 RIM=39.23± ME IE= 31.43 (8" N) IE=31.05± (24" E,W) CUT EX. 24" PIPE FLUSH W/ INSIDE WALLS OF NEW MANHOLE O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO COORDINATE WITH PLUMBING PLANS FOR BUILDING CONNECTION. 02" DOMESTIC METER W/RPBA PER CITY OF RENTON STD. PLAN N0. 350.20. 4O 1" IRRIGATION METER AND DCVA. O CONTRACTOR TO POTHOLE EXISTING STORM PIPE AT CROSSING PRIOR TO ANY SANITARY SEWER WORK. NOTIFY BCE OF TOP AND BOTTOM ELEVATION OF EXPOSED STORM PIPE. C O 1 cc W V) W W O U LLJ 0 O m " Q p La CL = W z z cf)z to W z L) i Q 0 CL 3 -5 z ___� Q Y Y Y L) Y Y � ce L0 L0 in Q � r r rn N N c N � tet• o 5-j8Z901 R-381901 W 0Z W Q 0. 3 Q ac Q U U a a. GUY WAS111 1 'ti O v 38950 p �� 0/ S T E��`' /0A01 L 6/19/2015 c a o vi 0 :DZ> u Z , �N N OzW V) = V) 0 U :DZ> �N N OzW V) 0 :50 W N J z Y '_` W W N N to N N 00 M. Z T 0 O to 0CN 000 Z� z w w nQU)Lo N N z� a z L0�L Lo w w 00 � 4 4 Ir D r- Y �.. %_. U 0 • ON, 0 CL 0 = V) 0 U :DZ> �N N OzW V) 0 :50 W Q J z '_` W W N N to N N 00 M. Z T 0 O to 0CN 000 Z� z w w nQU)Lo N N z� a z L0�L Lo w w 00 � 4 4 Ir D r- Y �.. %_. U 0 • ON, E,.;. z Ui di %low FOR APP'RO'VAL A �Jv GON By: - Date: B � Dote: Lz �P '/ . By: Date z LO o N By: f _ Dote TOM I I zJ O 7 �N N F;; r _pl cun O 7 � o y O i Z 0 r11 O cN r CrJ cun O m mp 0 r11 r < zrl T 0 wn v U V) Q 0 0 L0 N N ai 0 rn vi r. W) N .(D (1) a� co L0 N U) 0 0 N d N Li C 0 0 Y z 0 9 z L.j W 3 W 'J R Ej a 0 In L V) LJ V I O 1 LTJ V) ry r Q U U CL .t_ Q-4 0 (L)a a� rte. F-�-4 to to * c- rAl O ` f O E (� N < v Z ut z 0 T � w � n n F--4 U \ 0 o � E l �' ir��irrow.rfrig►rrirrtr�:rrr.�►i.,�.r.�1.�:r.�> .rr,�`��ry yrvi DE \ E a'N 140" �' • C _U CD WATER AND SANITARY SEWER PLAN - NE I =A" "up I 0 20 40 80 Know what' below. Call fore you dig. ' 9 SDMH RIM=38»960 18' CONC I.E. =3256' E- 18" CONC I.E. E=32,65' R SDMH 18" DJ. I.E.S=34p86' RIM=38.83 8" CONC I.E. =32,33' > so so a 18" CONC LE, N=32.28 18" D.tp I.E. S=34.03' \\ / SSMH RII=40,83 DJILA. E=3&36$ 8 D.I. I.E. N =38»48 LOT LIGH ---------------------- ------R---- --------- -X % X -------- %-------- ------ % ,J �— — 5 C8 SOLID LID \ p�- RIM=40»1' �� ---- ..� x �� • 12 ADS I.E. ,-=36n91 a I 11 I fill i D,I. CUL X X ..-.,,� �x , -- X - - X ------ X--_--- z _ A 18" D.I.. CULV I. N=37.46' •.,- tNE , LE, N=37.46' � �� �" WALL J \`�= \ 12 G.I. CUL ` y I.E. N=37..74' � I WEI 77 I INSTALL: STA. 1 +40 INSTALL: STA. 1 + 17WATERM1-12"X6" I TEE (MJxFL) STA. 15+74 (WATERMAIN B) P 1-6" GATE VALVE(FLxMJ) FLxMJ 1-12"x 12" TEE (ALL FL) AT 2 GATE VALVE 1 1-1 " A (FLxMJ) F ) LL 2 2-12" GATE VALVES (FLxMJ) ,c: - 16 LF D.I. EXTENSION I I 1-12" ADAPTOR (FLxMJ) S44'4 :- 1 -FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKING "` _., CONCRETE THRUST BLOCKING " 2 BLOW OFF • �..:x .:. ASSEMBLY 1\ •, ^• •N11......m..,•..^»^®-.,.,-,A.,,,,+°. Nm 9E S* PVC S-StW _ L0 -INSTALL: STA. •1'•00 _ 1-12 CAP •MJ . � J Q La Zz (� N V o v Z ut z 0 T 0 U 1) W r Q 0 0 o � Z W !;it l �' ir��irrow.rfrig►rrirrtr�:rrr.�►i.,�.r.�1.�:r.�> .rr,�`��ry yrvi In .r .c�,#�.I►s�arr. 38950 S�'fA L A W W ....................... 0 oY 8' HORIZONTAL SEPAIP, oYi w� W z Z W 85 t= 2 W O 3 O L) W U Ir Il Q Pal Y N Oo O O O '0 6 0 � � Z I U Q O n °N Q WATER AND SANITARY SEWER PLAN - NE I =A" "up I 0 20 40 80 Know what' below. Call fore you dig. ' 9 SDMH RIM=38»960 18' CONC I.E. =3256' E- 18" CONC I.E. E=32,65' R SDMH 18" DJ. I.E.S=34p86' RIM=38.83 8" CONC I.E. =32,33' > so so a 18" CONC LE, N=32.28 18" D.tp I.E. S=34.03' \\ / SSMH RII=40,83 DJILA. E=3&36$ 8 D.I. I.E. N =38»48 LOT LIGH ---------------------- ------R---- --------- -X % X -------- %-------- ------ % ,J �— — 5 C8 SOLID LID \ p�- RIM=40»1' �� ---- ..� x �� • 12 ADS I.E. ,-=36n91 a I 11 I fill i D,I. CUL X X ..-.,,� �x , -- X - - X ------ X--_--- z _ A 18" D.I.. CULV I. N=37.46' •.,- tNE , LE, N=37.46' � �� �" WALL J \`�= \ 12 G.I. CUL ` y I.E. N=37..74' � I WEI 77 I INSTALL: STA. 1 +40 INSTALL: STA. 1 + 17WATERM1-12"X6" I TEE (MJxFL) STA. 15+74 (WATERMAIN B) P 1-6" GATE VALVE(FLxMJ) FLxMJ 1-12"x 12" TEE (ALL FL) AT 2 GATE VALVE 1 1-1 " A (FLxMJ) F ) LL 2 2-12" GATE VALVES (FLxMJ) ,c: - 16 LF D.I. EXTENSION I I 1-12" ADAPTOR (FLxMJ) S44'4 :- 1 -FIRE HYDRANT ASSEMBLY CONCRETE THRUST BLOCKING "` _., CONCRETE THRUST BLOCKING " 2 BLOW OFF • �..:x .:. ASSEMBLY 1\ •, ^• •N11......m..,•..^»^®-.,.,-,A.,,,,+°. Nm 9E S* PVC S-StW _ L0 -INSTALL: STA. •1'•00 _ 1-12 CAP •MJ . � 0 U) w ry ;4p _•Vail Akilll1JJ Jilk - ;f.= N=1 - - - 1 1 1 -- i ® sLx_ a'--- -.d _9L `_iw... �.•r' I I®I - •a IIm 14 o,P, l,� I. •I u N 1 WATEF FALVE d 7i I 1 _ A 11 a n fir' CB STD GRATE� 1 III A 1 M s 1 L RIM=4111 g '` �' I " I. `1 + a n u 12" s z 24 AIDS I.E. N=29.41 24 ADS I.E. E=29.71 — A 1 Ll TE I I I A CB SOLID LID I � _ p� I -- PVC 6" PVC I.E. E=37.96' � — — � � �' y 0 y 24" PVC I.E. 5=29,83' N u n — — — 11 I,— — — n' :m 1 26- ADS I.E. W=29,69' — — — SSMH 0 36 'CONC I.E. N=29.86' i ai a as as Of a RII+=41, 0 36" CONIC I,E. 7=29.88' IL 8" D,L I.E. E=37,73' o R 8" O.I. LE, ==37.83 0 CATER 4' LVE -- 6" PVC I.E. N=37»83'ST3o EAR zx=====___%__— ___� X ---_— _�=_"_ -------� --------- ----- -------- --------- 2----- ------ P2 STOP X - 6" CEDAR - - — — �.,.....» .� q � - X X --- X--------X--------x=_____— z=_____-- X =_ SIGN CE --_ DOL.LARO ) •,. ��, �-ECO BLOCS (TYP• I 'ri I ' tl 1 I 1 1 1 ' SSMH RIM=41.93' 8" CONC I.E. N=36. 8" CONC I.E. 5=36, ' 8" PVC I.E. =3618' 6" CONC I.E. E=36.43' I ET L T/T/ Ti . ----------------- • ' "`- 2" PVC UTILITY STUB R g �� RI 41.71' - 3' SONC LI ------ ! " IE =37,91 X12" EX. GRAVEL DRIVE~ WATER WATEF V kL F. - MANHOLE \ B S'D TE r� ' ,;•.•' • / 6 GGNG = 0 02' TEL. �y G8 STD GRATE RIM=41 » 16 I a /�'.. y. .• ..:• '' E � ;ti IE =38.81 (6-N------------------- �` IE =38»91 6 W)RI / / • POWER P �E � ------------------------------ /.� ••... // •'r ", EC0 LOCI (TYP i /TRANS RM -FE ?i 1 ----- 11j4 i -- w TI _---_ 0 XX MONITOR WELL � SPEE BUMP ,y ; I ! /� : /`i ` • w z INSTALL: STA. 6+99 WATERMAIN A)= I r4 . Q 14 EX. 12" WATER 1 Z i.: : i nm C8 STD GRATE v' STA. 34+30 (WATERIrIAIN C) I '� FROM RECORD DRAWINGS i� ,�' a RIM=36,94' Q z_ 1-12"x12" TEE (ALL FL) ( ) I Uj 1 18" PVC I.E, N=30«34' z J 3-12" GATE VALVES (FLxMJ) INSTALL: STA. 4+81 18 Dain IxE 5=343.9' N CONCRETE THRUST BLOCKING R .4 INSTALL: STA. 8+78 �, :yam . , 1-1 " �= X6 TEE MJxFL o 3-121-12 x 12 CUT -IN TEE FLxFL 1-6 GATE VALVE (FLxMJ) UTNJTY = " 14 GATE VALVES (FLxMJ) 16 LF D.I. EXTENSION 14 " = 1 -FIRE HYDRANT ASSEMBLY TP 15" SD=33.50 " '� 2-12 SLEEVES (MJxMJ) " 2 AIR VAC ASSEMBLY r { •' CONCRETE THRUST BLOCKING IE 12 W=34.00 / R '4 CONCRETE THRUST BLOCKING �¢ (PER DETAIL 300.4 ON SHT C 17) 9 4 1a , ,A r 4 , rp 1 r rA 1 WATERMAIN A ¢ ,A r t (SEE SHT C10 FOR PROFILE) •- : , : �� + � iy it / 1 HORIZONTAL SEPARATION BETWEEN WATERLINE AND STORM LINE n ;A • p A 'a POWER VAULT /CB S LID ! ►g / •, RIS .13' NC I.E. N 43.38' O o CONC I.E. S 0.48' n ,A I I 169 LF 12" D.I W e 4_ ----- WATERMAIN C ; A FF�A�50 HT 1 FOR PR FI :7 ,� �+ 1-33.68 (SEES C 0 0 0 LE) 1=32.40 U 1M 5LFSS6 A PVC ® 1.0% I k` T/P 12 W-32.10 _.� � lay i 2" DOMESTIC WATER SERVICE MATCH LINE SEE SHEET C7 RIM=39.40 IE=35.12 (6" SE, W) IE 12 SSD=32.60 �A i AA INSTALL: STA. 32+61 11-12 Xfi TEE MJx L �•� 1-6" GATE VALVE (FLxMJ) 9 LF D.I. EXTENSION rA 1 -FIRE HYDRANT ASSEMBLY � CONCRETE THRUST BLOCKING 60' UTI EAS MOT 1 n A 201 743 04 ,A 204 LF 12" D.I W 4 �� ;/FDA IND BAR/CAP � { AY 14 DE' J1 A Of (n) A A I MATCH LINE SEE SHEET C7 RIM=37.28 IE=34.48 (6" NW) IE=34.38 (8" S) 221 LF 8" PVC SS00.4% IE 8" SS=34.42 T/P 12" SD=33.78 O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES. O CONTRACTOR TO COORDINATE WITH PLUMBING PLANS FOR BUILDING CONNECTION. O3 2" DOMESTIC METER W/RPBA PER CIN OF RENTON STD. PLAN N0. 350.20. O4 1' IRRIGATION METER AND DCVA. zz 7 r77 z z C O F7 T (T C CT o CT •ami m m I W CfD (� D Nz N ~ W W O U L) � c`''n U ZU N W huc Q 0 �1F Z L)a Ir W 0 W z O w p U Q C Q NNNNNNj a L Q C0. T T TT Q 1 i i Y Y Y U c V Y Y 0 � V L0 to In Q e� r CL C1 N 04 N 0 W W q <I< <1 z r TJ I n� z� W U z 13; N N .W 7 Z n _ Q � ac 3 t� 0�0 Q ! N N Q N CL JVD' J Q •• U 1\'JVLJVV a� GUY N Q of w A S,91 (� N r o Ln ,!T. 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ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUGS (OR EQUAL) RETAINER GLANDS IN ADDITION TO CONCRETE THRUST BLOCKS. 45 EA 0 K11 CSJ WATER PLAN -WEST LIGHT ;w d STANDA i >m t _ OD i n n1 IRR. BOX ,n & BOLLARD "1 wr IA d IIS IN IA -o- oil Z I rA o 91 �l It •� is I IA n, O I An ¢ rr xl N x, I I i r // N IN IM / N; ZC) �. In IN SAWCUT, REMOVE AND REPLACE EX. x; , 14 JBO CURB, GUTTER, SIDEWALK AND ASPHALT�' a POSE AOCM ROAD AS NECESSARY FOR WATERMAIN a� �3 TEL. RI CAI (PER DETAIL SHEET C20) CONSTRUCTION. COORDINATE SIDEWALK N ; UTILITY CROSSINGS REPLACEMENT WITH GARDEN AVE N ROADCABLE X. UTILITIES TO REMAIN I ONIT�R [WELL L IMPROVEMENT PLANS. MJ X 1d PROTECT FROM DAMAGE j n, W I J II x SSMH Il RIM=35.24$ ? 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PAD GRADING FROM APPROVED TESC PLANS SHALL BE COMPLETED PRIOR TO INSTALLING WATERMAIN. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE MEGALUGS (OR EQUAL) RETAINER GLANDS IN ADDITION TO CONCRETE THRUST BLOCKS. 45 EA 0 K11 CSJ WATER PLAN -WEST LIGHT ;w d STANDA i >m t _ OD i n n1 IRR. BOX ,n & BOLLARD "1 wr IA d IIS IN IA -o- oil Z I rA o 91 �l It •� is I IA n, O I An ¢ rr xl N x, I I i r // N IN IM / N; ZC) �. In IN SAWCUT, REMOVE AND REPLACE EX. x; , 14 JBO CURB, GUTTER, SIDEWALK AND ASPHALT�' a POSE AOCM ROAD AS NECESSARY FOR WATERMAIN a� �3 TEL. RI CAI (PER DETAIL SHEET C20) CONSTRUCTION. COORDINATE SIDEWALK N ; UTILITY CROSSINGS REPLACEMENT WITH GARDEN AVE N ROADCABLE X. UTILITIES TO REMAIN I ONIT�R [WELL L IMPROVEMENT PLANS. MJ X 1d PROTECT FROM DAMAGE j n, W I J II x SSMH Il RIM=35.24$ ? 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REFER TO LANDSCAPE PIAN FOR SOIL AND PLANTING DETAILS RAIN GARDEN PLAN AND DETAILS c O N J 00 J W (j) O r � W Z0 � g U) r rF- U N W 0 � ,r r 41.29 Z W LAJi Z W J 0 O i')Q r (111 1 .m Q a. 0 '+ Q 0 0. 000 as �► r Z W L LJ w LLJ ri r _ � U Q � U 1n I I N ZU N 0 Ct qft > Ln iii 1 U d Y O 0 I N D ON, 1 1 311.70 ' 1 1.4 i rr r L LJ Z Ln V) LLJ Z 5 0 X ,fill r rl , LLJ U a Q r 1' U Q 1.72 r1 r ROWER &T Z �f 1 l 71) -13 �► �J W Boa r/ it ii W W W U raQ a131 � U t9 m o oY oY Y Y I o � �. W z W O 2 V) 3 �rr W O! N N4r- CN a. w v0i 0 o v Q n n r N ' !r r ►' n t 41.47 Ir Q 1 /1 v � t( U Ln w Q n Q r CD LO 0 N lqN CSD ai E F_ v 0 m � z I 0 cn LO N W ryC .` CD 0 Q) LO LO N 0 0 N 0 I.i \\\\ \\\\\\\`\\\\\\\\\\\\\ Know what's below, Call before you dig. SECTION A NOT TO SCALE PROPOSED BUILDING FF=39.50 BOTTOM ELEV=35.7 X51.63 MATCH EX. GRADE 18" TOPSOIL MIX. REFER TO LANDSCAPE PIAN FOR SOIL AND PLANTING DETAILS RAIN GARDEN PLAN AND DETAILS c O POWER OLE 0B STD ORATE RIM=41,05' " 00NC I.E. S=39,82' DMI RIM=41.38' " 00NC I.E. NVQ=3& ' 12" 00N0 I.E. S=3&23' CB SOLID RIM=40.14 R=382914 By: Dote (1) N J 00 Q W (j) O r � 0 � g U) r rF- I�^/� V• Z a Z � ,r r 41.29 Z W LAJi z(j) 3 i')Q r (111 1 .m Q a. m Z - f� 0. 000 as �► r L LJ w LLJ ri r _ � U C� U z ZU N 0 Ct qft > Ln iii 1 U d Y O 0 ii D ON, 1 1 311.70 ' 1 1.4 i rr r L LJ Z Ln V) LLJ Z 5 0 ,fill r rl , LLJ U a Q r 1' U Q 1.72 r1 r ROWER &T Z �f 1 l 71) -13 �► �J g Boa r/ it ii W W W Y raQ a131 Y Y Y U , rr W W Q m Y Y I �. Ln to Ln O O! N N4r- CN p /r i rt qW N ' !r r ►' t 41.47 Ir /I 1 /1 � t( POWER OLE 0B STD ORATE RIM=41,05' " 00NC I.E. S=39,82' DMI RIM=41.38' " 00NC I.E. NVQ=3& ' 12" 00N0 I.E. S=3&23' CB SOLID RIM=40.14 R=382914 By: Dote (1) N J 00 Q W (j) O N V 0 g U) D a Z � a z(j) 3 W Q llr_�_ a. m Z - z 0. 000 Z O� L LJ w LLJ Q U C� U z a. > Ln Ar 4 O� GUY yUt9 ,P4� oI w A Sys o cn z 38950 p �� /M T E��' ��l►�`' /-OVA L EAG 6/19/2015 0 N E t0 z 00 v N d - O N V W_ g U) U 'L a Z a sN O W W Q N N M N N 00 m Z - 2 N E t0 z U) 0 U v N d - 7 Z j OZW V, W_ g U) w N a Z LL_ W W Q N N M N N 00 m Z - O (0 Z 000 Z O� L LJ w LLJ Q Lo S' N Lo N C V) • > Ln 04 W 4 Y O 0 ON, . J z CL U Q 0 2 N E t0 z U) 0 U m N O r N d - 7 Z j OZW V, g U) w Q a Z LL_ W W Q N N M N N 00 m Z - O (0 Z 000 Z O� L LJ w LLJ Q Lo S' N Lo N Z - C� Z V) LIQ LIQ LLJ LLJ 00 04 W 4 5 ON, . J z _{Uj Z �f v �► �J g Boa • z N E t0 z t o m N O r N d - • z L 7 2 c' 7 m m !Li! V J W ry Q F- ry Q n ry Q U U .< CL 1, Fits .321, fild,OR ..As. KNOCKOUT 0 } 0 C- O 0 )k KOUT SEPARATE BASE IINTEGRAL LASE Yz E DIAMETER PIPE ALLOWANCES 0 O N W O z0 O O 42' C: E _ W 2 F:: hW- o t9 3 W o W U_ a 0 W !Li! V J W ry Q F- ry Q n ry Q U U .< CL �E M \ E a'N y CD �� c 0) 0 _ N CL 1, Fits .321, fild,OR ..As. KNOCKOUT 0 1- } 0 C- O o )k KOUT SEPARATE BASE IINTEGRAL LASE �-0 Q E DIAMETER PIPE ALLOWANCES Z N W O z0 O ~0 rn0 42' C: E _ W = a� �E M \ E a'N y CD �� c 0) 0 _ N CL GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. INLET 14 SKIRT a HANDLING STRAP-,_.., INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD OR APPROVED EQUAL. OVERFLOW PROTECTION HANDLING STRAP SEDIMENT COLLECTION MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 0.38 CM/SECOND DIMENSIONS: SKIRT: 24"x36" SOCK FILTER/SEPARATOR: 10" D x 24" L DISPOSAL REQUIREMENTS CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS CATCH BASIN INLET PROTECTION NOT TO SCALE SITE CONSTRUCTION DETAILS - 1, Fits .321, fild,OR ..As. KNOCKOUT R, } 0 L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE w5 ZZs E DIAMETER PIPE ALLOWANCES Z N W O z0 O WALL 42' t " _ W J PVC , MAXWUM O �'- ��a 0 =� ILLET 2 17, 0.35 W --� •_ • 2'. Q 0 i w a N f. ?" SK-Kfkt. 4a W ' PLAINCONCRETE O SECTION a� a •a 151 72� �a X CF 5S * 1, PRECAST WIITH RISF � � U Q D Uj V) Z W SOLID WALL PVC U ` a PR -i LF 4Yrll ,L PV ti = CO _ _ = CORRUGATED POLYETHYLENE W "k W • U STORM SEWER PIPE oy ONE 03 BAR HOOP FOR 6'RF.. G14T ack W WLU oY `'' Boz RWTA"ULjkft AW ' M z V ory v 1-4, 0- V Z 5; Q II n a 0 5 o aCD Q Y v Y Y U V cn m Y LLJ LOLO Ln NV.- W_ NW_ NC14 as o � 0 V_ Q co co er <�< © z M u7 0 N N CO iv E Q 0 Cn ra z O U Ln N W .C" r_ h LO N 0 0 0 N r � O L.L GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH CURRENT INTERNATIONAL BUILDING CODE AND/OR PLUMBING CODES. 2. THE CONTRACTOR SHALL OBTAIN AND HAVE AVAILABLE COPIES OF THE APPLICABLE GOVERNING AGENCY STANDARDS AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION WHETHER SHOWN ON THESE PLANS OR NOT. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE AVAILABLE RECORDS AND ARE SUBJECT TO A DEGREE OF UNKNOWN VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC., TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE APPROPRIATE UTILITIES INVOLVED PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING UTILITIES WITHIN THE CONSTRUCTION AREA WHETHER SHOWN OR NOT SHOWN ON THE PLANS. 5. TWO (2) COPIES OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. INSPECTION OF BUILDING AND SITE WORK WILL BE ACCOMPLISHED BY THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 7. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY, THE INSPECTION PERSONNEL MUST BE CONTACTED FOR ANY REQUIRED PRE -CONSTRUCTION MEETING(S). 8. SOIL STERILIZATION (WEED KILLER) SHALL BE APPLIED IN AREAS TO BE PAVED. KEEP 2 -FOOT MINIMUM CLEAR OF EXISTING AND PROPOSED LANDSCAPE AREAS. APPLY AT MANUFACTURER'S RECOMMENDED RATE TO ASSURE 3 -INCH MINIMUM PENETRATION. 9. PONDING OR "BIRDBATHS" EXCEEDING ONE-QUARTER INCH IN DEPTH SHALL NOT BE ACCEPTABLE AND SHALL BE CORRECTED BY THE CONTRACTOR. 10. PRIOR TO THE START OF GRADING, ALL EXISTING VEGETATION, DEBRIS, RUBBLE, ASPHALT PAVEMENT, ETC., SHALL BE REMOVED FROM THE SITE TO THE SATISFACTORY OF THE OWNER. ALL MATERIAL TO BE USED AS FILL (BOTH ON SITE AND IMPORTED) SHALL BE APPROVED STRUCTURAL MATERIAL. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPORTING AND/OR EXPORTING ALL MATERIAL AS REQUIRED TO PROPERLY GRADE THIS SITE TO THE FINISHED ELEVATIONS SHOWN HEREON IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS. 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ASSURE THAT SILT -LADEN WATER DOES NOT ENTER THE PUBLIC STORM DRAIN SYSTEM. ALL STORM FACILITIES SHALL BE FLUSHED AND CLEANED PRIOR TO FINAL ACCEPTANCE. SEDIMENT SHALL BE WASTED ONSITE OR DISPOSED OF PER STATE STANDARDS. 13. BACKFILL TRENCH OF PIPES IN LIFTS OF 8 INCHES AND COMPACT TO 95 PERCENT RELATIVE COMPACTION UNDER PAVED AREAS AND 90 PERCENT COMPACTION OFF PAVED AREAS. ALL PIPE SHALL BE INSTALLED WITH BEDDING IN ACCORDANCE WITH THE SPECIFICATIONS. 14. OWNER SHALL PROVIDE PRIVATE OPERATIONS/MAINTENANCE AGREEMENT FOR NEW STORM SYSTEM FACILITIES. 15. CONTRACTOR SHALL RETAIN SERVICES OF A LICENSED SURVEYOR TO PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL CONSTRUCTION STAKING BASED ON ELECTRONIC FILES PROVIDED BY BCE. INLET 14 SKIRT a HANDLING STRAP-,_.., INSERT SHALL BE DIRTRAP ULTRA DRAINGAURD OR APPROVED EQUAL. OVERFLOW PROTECTION HANDLING STRAP SEDIMENT COLLECTION MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: 130 LBS 400 PSI TRAPEZIODAL TEAR: 85 LBS WATER FLOW RATE: 110 GPM/FT2 0.38 CM/SECOND DIMENSIONS: SKIRT: 24"x36" SOCK FILTER/SEPARATOR: 10" D x 24" L DISPOSAL REQUIREMENTS CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS CATCH BASIN INLET PROTECTION NOT TO SCALE SITE CONSTRUCTION DETAILS - 9 NOTES 1. As aweptable allemadves to the xebar shown In the PRECAST BASE SECT1110Nyrs (placed wmrdinq to the Standard Sa caimscw *3 BAR H CORNED W MIN 3 MR, ISP, vire nth having a rdrilmurn are of 0.12 sqware Inches per foot hat be used wfth the minimum required mbar shown In the ALTERNATIVE PRECAST BASE SECTION- . Fire mesh shall not be placed In the knockouts. 2. The knockout diameter sha# not be greater than 2W. Knockouts shat have a wag tWc*ness of 7" mini a to .5' maximum. Pro+te a t. '° mirdmum gap between the. knockout it and ft outdcle of the . Air the pipe is Installed, 1111 the gap Ath Writ mortar 1n accordance Standwct Specitri 9-04.3. 3. The maximum depth frorn the finished grade to the lower pipe it-wert shalt I . The tram and grate must be Irrstaled with the iiange down,. 5. The Precast Base Section may have a rounded floor; and the his may, be Auped at a rateut 11424 or stvepef. 6. The opering shall he measured at the top 0f the precast base section. 7. All pickup hales shall be grouted MI alter the basin has been placed.. . AN grade drigs:and caste shal be set Ire mortar In accordant AAth Standard Spedlication .. 1, Fits .321, fild,OR ..As. KNOCKOUT R, ltj2Lffilt4 EACH fARECTION L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER PIPE ALLOWANCES 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , MAXWUM 41.125 f?" =� ILLET 2 17, 0.35 IFIIAVE AND VANS11 GlillATE --� •_ • 2'. 3W_.. 36 42" REIWORCED f. ?" SK-Kfkt. 4a W ' PLAINCONCRETE O SECTION GRAVEL KA a •a 151 72� �a SEPARATEBASE CF 5S * 1, PRECAST WIITH RISF � � U Q D Uj V) Z W SOLID WALL PVC U ` PR -i LF 4Yrll ,L PV ti CO CORRUGATED POLYETHYLENE W "k • STORM SEWER PIPE ONE 03 BAR HOOP FOR 6'RF.. G14T TWO #3 BAR HOCWS FOR IT HEI€ W Boz RWTA"ULjkft AW 1-4, Lai 9 NOTES 1. As aweptable allemadves to the xebar shown In the PRECAST BASE SECT1110Nyrs (placed wmrdinq to the Standard Sa caimscw *3 BAR H CORNED W MIN 3 MR, ISP, vire nth having a rdrilmurn are of 0.12 sqware Inches per foot hat be used wfth the minimum required mbar shown In the ALTERNATIVE PRECAST BASE SECTION- . Fire mesh shall not be placed In the knockouts. 2. The knockout diameter sha# not be greater than 2W. Knockouts shat have a wag tWc*ness of 7" mini a to .5' maximum. Pro+te a t. '° mirdmum gap between the. knockout it and ft outdcle of the . Air the pipe is Installed, 1111 the gap Ath Writ mortar 1n accordance Standwct Specitri 9-04.3. 3. The maximum depth frorn the finished grade to the lower pipe it-wert shalt I . The tram and grate must be Irrstaled with the iiange down,. 5. The Precast Base Section may have a rounded floor; and the his may, be Auped at a rateut 11424 or stvepef. 6. The opering shall he measured at the top 0f the precast base section. 7. All pickup hales shall be grouted MI alter the basin has been placed.. . AN grade drigs:and caste shal be set Ire mortar In accordant AAth Standard Spedlication .. I Ai AT ISE I,ATCH BASIN DIMENSIONS PRECAST (.;ATCfl �� M mmum, fir; PX-1WOOCiN Stet BASINWALL, 1, Fits .321, fild,OR ..As. KNOCKOUT R, ltj2Lffilt4 EACH fARECTION L kA TER MORTAR ( P.) SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER S_MPS OR f �ilt7�f� 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , N 00 41.125 f?" =� ILLET 2 17, 0.35 Q --� •_ • 2'. 3W_.. 36 42" ? 4 SK-Kfkt. 4a W ' aiv11 O SECTION GRAVEL KA a •a _T---- 72� �a SEPARATEBASE INTEGRAL LASE CAST F PRECAST WIITH RISF � � U Q D Uj V) Z W rVE w I Ai AT ISE I,ATCH BASIN DIMENSIONS PRECAST (.;ATCfl �� M mmum, fir; PX-1WOOCiN Stet BASINWALL, BASE "fk "NJE S ` KNOCKOUT DISTANCE BETWEEN ltj2Lffilt4 EACH fARECTION L kA TER HICKNESS SIZE )k KOUT SEPARATE BASE IINTEGRAL LASE 49' E DIAMETER t'WCRI� 1111.15 C�€� � "ALL WALL 42' t " 0.119 ,., PVC , N 00 41.125 f?" SUBGRADE TO BE COMPACTED PER 60. 17, 0.35 Q ENGINEER •_ M. 2'. 3W_.. 36 42" ? 4 �" NOTES I. No steps are required when he'19 ht i V or less. z. The bottom of the precast catch err cry be sloped to fadiftate dleanling. The rectangular tr"ame and grate must be Insi�I m*h the � vwc'l. The frame nay be cast mato the adlUSne tnt setoon. 4. Knockouts shall have a al t�ckness of 2" aininium to 2_57 iaATli rn- Provide a 1.b- rnink um gap between the k out wall and the +�lde of the pipe. After the p Is Instailled, fill the gap With joint rpt' In accordarice with Standard SIIort X4.3.. #d il dd ti hall be t I c I rdakWi r gsk yrs, err se rl �k r rr a n Standard can .. r ergts sr ss td.. s t i . �. X50.20 .� - i PUBUC WORKS CATCH 13�► / TYSM. F - 601.+ �► 3 ♦ O. PA ' MET MARCH 2008 12 6' 4. CD 5R � 18" e CEMENT CONCRETE VERTICAL CURB AND GUTTER NOT TO SCALE CONCRETE (DEPTH PER STRUCTURAL ENGINEER) 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE b '. V' o b' v .1> ... D. ° 00 16 0�0 0u 000 00 0 0 C'0X000100 0 080 0000 O O� . 18" SUBBASE LAYER OF WELL COMPACTED, CLEAN SAND AND GRAVEL (95% COMPACTION) FIRM AND UNYIELDING, WELL COMPACTED SOIL SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS. CONCRETE TRUCK APRON NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY HART CROWSER � „R 5 1/2" -112" RFINISHED GRADE to 4° NEW PAVEMENT � /4 REBAR io 1 a a 734" EXPANSION JOINT AT 20 INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE CONCR PAVING THREADED CLEAN-OUT I 3" BELOW PA LONG SWEEP WYE TRAFFIC NG 1 /2" 4"- 6" PIPE ALI.�r11�A"CI A c r T l PIPE MATERIAL WITH AXRJ� � E 01AM E �I CLASS ALL=.. i SOLID E DIAMETER t'WCRI� METAL C�€� � "ALL WALL CRUSHED ROCK BASE (CRBC) 0 (� PVC PVC r N 00 M Z 17 SUBGRADE TO BE COMPACTED PER to N HEAVY DUTY PAVEMENT SECTION Q ENGINEER •_ M. 2'. 3W_.. 36 42" ? 4 �" 4a W ' aiv11 O SECTION Y ._.► .... U 0 196 60 72� "r " r gsk yrs, err se rl �k r rr a n Standard can .. r ergts sr ss td.. s t i . �. X50.20 .� - i PUBUC WORKS CATCH 13�► / TYSM. F - 601.+ �► 3 ♦ O. PA ' MET MARCH 2008 12 6' 4. CD 5R � 18" e CEMENT CONCRETE VERTICAL CURB AND GUTTER NOT TO SCALE CONCRETE (DEPTH PER STRUCTURAL ENGINEER) 6" COMPACTED DEPTH CRUSHED ROCK BASE COURSE b '. V' o b' v .1> ... D. ° 00 16 0�0 0u 000 00 0 0 C'0X000100 0 080 0000 O O� . 18" SUBBASE LAYER OF WELL COMPACTED, CLEAN SAND AND GRAVEL (95% COMPACTION) FIRM AND UNYIELDING, WELL COMPACTED SOIL SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS. CONCRETE TRUCK APRON NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT PREPARED BY HART CROWSER � „R 5 1/2" -112" RFINISHED GRADE to 4° NEW PAVEMENT � /4 REBAR io 1 a a 734" EXPANSION JOINT AT 20 INTERVALS CEMENT CONCRETE BARRIER CURB NOT TO SCALE CONCR PAVING THREADED CLEAN-OUT I 3" BELOW PA LONG SWEEP WYE TRAFFIC NG 1 /2" 4"- 6" NOTES A. CLEAN OUT LOCATIONS INDICATED ON GRADING &UTILITY PLANS AS "CO" B. 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PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400: IN PAVED, NON -TRAFFIC AREAS &SIDEWALKS -ZURN Z-1400 'HD': IN PAVED TRAFFIC AREAS, WITH A "SERVICE STATION" TYPE MANHOLE, OPW /126A-9 -DOVER CORP./OPW DN. -ZURN Z-1449: IN LANDSCAPED AREAS CLEAN-OUT DETAIL 2" (MIN.) COMPACTED DEPTH E Z LO /V i WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS.....00 O ° ° O ° WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS o 0 0 ° 0 0` oo 0 C 4" (MIN.) COMPACTED DEPTHo ROCK BASE (CRBC) 00 0 00 0 00 080 0.00 0 d 0 '001 a CRUSHED ROCK BASE (CRBC) 0 °0 00 0 00 N 00 M Z 17 SUBGRADE TO BE COMPACTED PER SOILS HEAVY DUTY PAVEMENT SECTION I ENGINEER RECOMMENDATIONS PAVEMENT SECTION PER GEOTECHNICAL REPORT - Lr) zo c� z PREPARED BY HART CROWSER Lo Lo > 00 LIGHT DUTY PAVEMENT SECTION Y ._.► .... U 0 NOT TO SCALE PAVEMENT SECTION PER GEOTECHNICAL REPORT s "r PREPARED BY HART CROWSER 4" (MIN.) COMPACTED DEPTH E Z LO /V i WSDOT HOT MIX ASPHALT 1/2 -INCH CLASS.....00 O ° ° O ° By: 6" (MIN.) 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Lt? ►Lon Z j O V) O r z/ W Uj N J a � Y Z Li � WN Q N to N N 00 M Z 17 O 00 � � Z� Z I I Ww W CN Lo N Lr) zo c� z LO Lo Lo > 00 W.CN 4 Y o Y ._.► .... U 0 • ON s "r a D � U Q D 2 N E Z LO t!1 C� U t? Lt? ►Lon Z j O V) O r z/ W W D Q J a � Z Li � WN Q N to N N 00 M Z 17 O 00 � � Z� Z I I Ww W CN Lo N Ln N zo c� z LO Lo Lo W w 00 W.CN 4 > �• Y ._.► .... U 0 • ON s Z W 40 CO s N E Z LO t O N Lt? s c� n ►Lon r. (p � O r rn M 17 M 0 D A 0 -0 0 r I� e � Cn s M Cn c� n ►Lon r. (p � O r cN 0 0 jy Z 0 0 Ca im I Z o U-_ a o (n n 0 Q_ Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and 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 per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public 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. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. 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. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance 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. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. BACKFILL TO MATCH EXISTING GRADE EXISTING GRADE -\ VERTICAL SIDES OF TRENCH TO MINIMIZE EXCAVATION. ADEQUATLY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS. IMPORTED COMPACTED BACKFILL LAID IN 8" LOOSE LIFTS (95% MAX. DENSITY) ORANGE GEOTEXTILE ON SIDES AND BOTTOM. 2" MIN. LAP 0 JOINTS. bw 1T 1- COMPACTED PIPE BEDDING IN 4" LAYE RS ft (95% MAX DENSITY) r. I PIPE (W/POLYWRAP),III il 1111111111111111 QD N07e. 1'-0" 1 EXCAVATED SOIL TO BE STOCKPILED AND MAX MAX TESTED FOR CONTAMINATION PER ism as Ln _04 SPECIFICATIONS. PIPE BEDDING AND BACKFILL SECTION NOT TO SCALE CONSTRUCTION NOTES Erosion Control Notes THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operatior prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation,, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 4. The erosion and sedimentation control systems depicted on this drawing are intended tc be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute ar approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un -worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee,, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 9. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 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 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) 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 BY THE 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. + + PUBLIC WORKS DEPARTMENT WATER F4.AN GENEIRAL NOTES 1.1 V 11 a; J F1 Z M 12 wl#T#Vl J MARCH 2010 Surface Water Drainage Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 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 sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class *"C"f with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). By: By: By: U) * (n Z E 0-0 V .J UZ 20 LiJ Z Z 0 _0 :3 n L) (7)0 V) Z F - Z 0 0 LJ q) Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and 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 per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public 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. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. 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. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance 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. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. BACKFILL TO MATCH EXISTING GRADE EXISTING GRADE -\ VERTICAL SIDES OF TRENCH TO MINIMIZE EXCAVATION. ADEQUATLY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS. IMPORTED COMPACTED BACKFILL LAID IN 8" LOOSE LIFTS (95% MAX. DENSITY) ORANGE GEOTEXTILE ON SIDES AND BOTTOM. 2" MIN. LAP 0 JOINTS. bw 1T 1- COMPACTED PIPE BEDDING IN 4" LAYE RS ft (95% MAX DENSITY) r. I PIPE (W/POLYWRAP),III il 1111111111111111 QD N07e. 1'-0" 1 EXCAVATED SOIL TO BE STOCKPILED AND MAX MAX TESTED FOR CONTAMINATION PER ism as Ln _04 SPECIFICATIONS. PIPE BEDDING AND BACKFILL SECTION NOT TO SCALE CONSTRUCTION NOTES Erosion Control Notes THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operatior prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation,, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 4. The erosion and sedimentation control systems depicted on this drawing are intended tc be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute ar approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un -worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee,, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 9. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 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 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) 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 BY THE 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. + + PUBLIC WORKS DEPARTMENT WATER F4.AN GENEIRAL NOTES 1.1 V 11 a; J F1 Z M 12 wl#T#Vl J MARCH 2010 Surface Water Drainage Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 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 sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class *"C"f with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). By: By: By: Z C 0 V .J UZ 20 ZZ 5; Z W Z Z 0 0 0 00 LJ V) Z Z Z 0 0 LJ 0 Li Z -1 0 Lij V) LLJ > X M �� 0 0 M 0 CD L_ U 0 Z Z 0 P X 04 lift CC C-) :3 cr CL M LLJ M Z 0 Ul) at V) Z 0 V) C V) L) 0 L) J < 0 (2) -5 CL C� X LLJ LLJ L61 t=r Lai Y L) M W Z Ld 9 ul V) 0 ui W 0 Z W L) LLJ X U W CL 0- Z. n n < 0 U Lli V) C) M L0 C%4 lqd- CN LO a; E 0 M rn _0 0 (n LO > Li rn ry CD Q) C Q) co LO CN V) (D CD C> CN 0 LZ Sanitary Sewer Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTEWATER UTILITY. 1. All work and 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 per City specifications on weekdays unless otherwise approved in writing by the Planning/Building/Public Works Department. An approved traffic control plan must be obtained prior to beginning any work within public 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. 4. A pre -construction conference and a 24 hour notice shall be required prior to starting new construction. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. (Inspection will be accomplished by a representative of the City of Renton.) It shall be the contractor's responsibility to notify the Public Works inspector 24 hours in advance of backfilling all construction. 5. Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 6. It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 8. A copy of these approved plans must be on the job site whenever construction is in progress. 9. The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 10. Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 11. Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted unless otherwise approved by 12. 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. 13. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on-site erosion after the completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance 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. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 15. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50, unless otherwise approved by the Wastewater Utility. 16. In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade or must have minimum 2' diameter concrete ring poured at grade. In paved area, cover must slope in all directions to match paving. BACKFILL TO MATCH EXISTING GRADE EXISTING GRADE -\ VERTICAL SIDES OF TRENCH TO MINIMIZE EXCAVATION. ADEQUATLY BRACE TO MEET ALL SAFETY CODES AND REGULATIONS. IMPORTED COMPACTED BACKFILL LAID IN 8" LOOSE LIFTS (95% MAX. DENSITY) ORANGE GEOTEXTILE ON SIDES AND BOTTOM. 2" MIN. LAP 0 JOINTS. bw 1T 1- COMPACTED PIPE BEDDING IN 4" LAYE RS ft (95% MAX DENSITY) r. I PIPE (W/POLYWRAP),III il 1111111111111111 QD N07e. 1'-0" 1 EXCAVATED SOIL TO BE STOCKPILED AND MAX MAX TESTED FOR CONTAMINATION PER ism as Ln _04 SPECIFICATIONS. PIPE BEDDING AND BACKFILL SECTION NOT TO SCALE CONSTRUCTION NOTES Erosion Control Notes THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. All limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 3. All required sedimentation/erosion control facilities must be constructed and in operatior prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained in a satisfactory condition until such time that clearing and/or construction is complete and potential for on-site erosion has passed. The implementation,, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 4. The erosion and sedimentation control systems depicted on this drawing are intended tc be minimum requirements to meet anticipated site conditions. As construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site. During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 5. Approval of this plan is for erosion/sedimentation control only. It does not constitute ar approval of storm drainage design, size nor location of pipes, restrictors, channels, or retention facilities. 6. During the time period of October 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un -worked for more than 12 hours, shall be covered by mulch, sodding or plastic covering. 7. In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee,, but must be augmented with mulching, netting or other treatment approved by the City of Renton, outside the specified time period. 8. For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 9. A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall be located at all points of vehicular ingress and egress to the construction site. 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 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) 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 BY THE 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. + + PUBLIC WORKS DEPARTMENT WATER F4.AN GENEIRAL NOTES 1.1 V 11 a; J F1 Z M 12 wl#T#Vl J MARCH 2010 Surface Water Drainage Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 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 sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on-site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8. Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of the current State of Washington Standard Specification for Road and Bridge Construction. This shall include necessary leveling of the trench bottom or the top of the foundation material, as well as placement and compaction of required bedding material, to uniform grade so that the entire length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class *"C"f with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of the WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). By: By: By: R=3829 16 0 'V V ZI WE 10JZk_,;_V_ AL Date: Date Dote oN GUY W A S#,, CIO 38950 p Qr ^ /Sit IONA L 6/19/2015 Z Z C 0 V C ZZ 5; Z W > 0 0 tD V) Z Z Z 0 Li LLI 0 C14 LLJ > X M �� 0 0 M 0 LLJ w U 0 Z Z 0 P LLJ 04 lift CC C-) :3 cr CL M LLJ M Z 0 Ul) at V) Z 0 V) C L) 0 L) J 0 (2) -5 CL C� CD LLJ LLJ LLJ Lai Y LLJ se M ul Ul) ul CN C-4 Z. R=3829 16 0 'V V ZI WE 10JZk_,;_V_ AL Date: Date Dote oN GUY W A S#,, CIO 38950 p Qr ^ /Sit IONA L 6/19/2015 Z Z (n LLJ 0 L) V C ZZ 5; Z W U 0 0 gN LLI Z Z 0 0 C14 LLJ > X CN 00 M Z 0 N E Z Lt 0 .0 cm 0 3 1 Z 0 M Z (n LLJ 0 L) V C ZZ 5; Z W 0 gN LLI 0 0 LL. C14 LLJ > CN CN to CN CN 00 M Z 0 M C:) CN 00 (0 r,*-- 00 90 W W 5; 0 Z UJ UJ CN < CN CC LO IT-- V Z W >- UJ Ul) at it _;?! 5J � L) 0 0 J �z 0 N E Z Lt 0 .0 cm 0 3 1 Z 0 M Z (n LLJ 0 L) C ZZ 5; Z W 0 gN LLI X 0 LL. Z LLJ LLJ > CN CN to CN CN 00 M Z 0 M C:) CN 00 (0 r,*-- 00 90 W W 5; Z UJ UJ CN < CN Z LO IT-- Lo Lo Z W >- UJ 00W�4 _;?! 5J � L) 0 J �z 7. Ui bole N E Z Lt 0 .0 cm 0 3 1 Z 0 M Z o C M M M > I P2 • L z z c r oa s C r � r � m z m m cn 0 D W�� r oa s C r � Ln C) LJ_J r1000 U) Of n 0 C)--+- 00 0 %- C: C) E 0 .3: E-4 < 0 LLJ :3 CL n (7) •C) :3 E M E 0)N .C: 0 0 - CD < Z "o >N 0 X UZ Zo Q Z Z _J 0 y UJ _J Z DI 0 0 UJ V) X V) is UJ M Z UJ W Z !e CL D a - V) < [if n n 0 Li U V) < n < C:) M Ln O C14 NO - CN LID 6 E W 0 _0 6 1 0 (A (0 LO > C'4 LIJ rn ry C (V .S 01 Ln CN U) CD 0 C:) (N Ir - 0 < Z 291/4" BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 0 TOP SECTION RECESSED ALLEN HEAD CAP SCREW 7l8" 1/81, 5/8" - 11 NC x 2" 7- GRATE ICV ef• - FRAME - 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL SEE NOTE 2 PUBLIC WORKS RECTANGULAR FRAME STD. PIAN 204.00 + DEPARTMENT MARCH 2008 - - --- ------ rr L O.D. O.D.� compaction < limits of pipe (see note 4) 3` max. Tma X. limit of pipe zone bedding k material ------ for flexible C� pipe (see I F note fn O.D. Q.15 O.D. min. limits of pipe IF compaction 0.65 O.D. min. foundation level gravel backfill gravel backfill for for pipe bedding foundations when specified A = 4" min. 27" I.D. and under 6" min., over 27" I.D. A. Metal and Concrete Pipe c, 11- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW I d span 6 1.4 span span b 4111 ........... 3' max 3' max ! �J' max Flexible Pipe NOTES: Min. dist. between barrels 0 V 011 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 0" to 96" diam. 0 2 102" to 180" YZ pipe - arch metal only (span) W 12" 0 span / 3 0 Z 48" _1 LI - 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary Li LLJ 112" MAX. UJ (n Ln C) LJ_J r1000 U) Of n 0 C)--+- 00 0 %- C: C) E 0 .3: E-4 < 0 LLJ :3 CL n (7) •C) :3 E M E 0)N .C: 0 0 - CD < Z "o >N 0 X UZ Zo Q Z Z _J 0 y UJ _J Z DI 0 0 UJ V) X V) is UJ M Z UJ W Z !e CL D a - V) < [if n n 0 Li U V) < n < C:) M Ln O C14 NO - CN LID 6 E W 0 _0 6 1 0 (A (0 LO > C'4 LIJ rn ry C (V .S 01 Ln CN U) CD 0 C:) (N Ir - 0 < Z 291/4" BOLT -DOWN HOLE (TYP.) - 5/8" - 11 NC, SEE DETAIL & NOTE 2 0 TOP SECTION RECESSED ALLEN HEAD CAP SCREW 7l8" 1/81, 5/8" - 11 NC x 2" 7- GRATE ICV ef• - FRAME - 2 1/2" SECTION BOLT -DOWN DETAIL DETAIL SEE NOTE 2 PUBLIC WORKS RECTANGULAR FRAME STD. PIAN 204.00 + DEPARTMENT MARCH 2008 - - --- ------ rr L O.D. O.D.� compaction < limits of pipe (see note 4) 3` max. Tma X. limit of pipe zone bedding k material ------ for flexible C� pipe (see I F note fn O.D. Q.15 O.D. min. limits of pipe IF compaction 0.65 O.D. min. foundation level gravel backfill gravel backfill for for pipe bedding foundations when specified A = 4" min. 27" I.D. and under 6" min., over 27" I.D. A. Metal and Concrete Pipe c, 11- This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" alien head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW I d span 6 1.4 span span b 4111 ........... 3' max 3' max ! �J' max Flexible Pipe NOTES: Min. dist. between barrels --------- -- ------- ----- VVVVVVVVVVVV\/ VVVV V 011 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 0" to 96" diam. 0 2 102" to 180" 3. Compact bedding material to 95% max. density; directly pipe - arch metal only (span) W 12" over pipe, hand tamp only. span / 3 148" to 199" 48" _1 LI - 0.15 rise min. 4. See "Excavation and Preparation of Trench" in sanitary Li LLJ 112" MAX. 84" or 96" FLAT SLAB TOP sewers section of the standard WSDOT/APWA limits of pipe -.,--specifications 111 •) for trench width "W" and trenching compaction Z LLJ Lj U-11 0.65 rise min. options. The pipe zone will be the actual trench width. ---O-gravel The minimum concrete width shall be 1 1 2 I.D. = 18". gravel backfill ' baGkfill for foundations when specified 5. Trench backfill shall conform to "Backfilling Sewer for pipe bedding Trenches" in the sanitary sewers section of the 0 I -Z WSDOT/APWA standard specifications, except that qft rocks or lumps larger than 1" per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" in aggregates section of the WSDOT/APWA standard specifications Z 0 for the material specifications. Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. is equal to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals T; at which point 3' shall be used. 1 "-0" for diameters 12" through 42" and spans through 50". Z -O" for diameters greater than 42" and spans greater than 50". Backfill material placed in 0.5' loose layers and compacted to 95% maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe cone., LOPE, CMP3 (diameter) 12" to 24" 1211 0" to 96" diam. 0 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142's span / 3 148" to 199" 48" < 5 W 2 < Z Z 0 1 1 L 0 LL STORM A S 24" D T I "Y PUBLIC WORKS + i 1ka DEPARTMENT N1 . ........... .. . . . . .............. < 7 M Z: PLAN SLOT - SEE DETAIL AND NOTE I 3/8" (9mrn) RECESSED LETTERING RECTANGULAR HERRINGBONE GRATE 12"MIN L/2 L 3" PIPE COUPLING --- / CMP OR CPEP SMOO INTERIOR 45' SIDE VIEW \F Z_ - I/ Z__ 7 #6 BARS @ 7" SPACING 20" x 24" APP"AL Dote: By: 0 U) By: Do to 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE Dote O V) 0 IONA L ip 2" (TYP) I 12E I Z _1 LI . . . . 1" MIN. Li LLJ 112" MAX. 84" or 96" FLAT SLAB TOP #5 BARS @ 6" SPACING 20" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE FOR ACCESS AND STEPS I" MIN. 2 1/2" MAX. 72", FLAT SLAB TOP 24" MIN. #4 BARS @ 6" SPACING > 00 20" x 24" OR 24" DIAM. HOLE --- - - ------------------------- - ----- - ------ - ----- - 2" (TYP.) 48" MIN. ------ ----------- - ----------- _T 1" MIN. 2 112" MAX. ECCENTRIC CONE SECTION 48", 54", or 60" FLAT SLAB TOP 12" (TYP-) 00 6" PREFABRICATED LADDER 12" MIN. STEP 34" 1 1/4" co �i �6" OR 12" �1,01\!E #3 BAR HOOP ONE #3 BAR HOOP FOR 6" 4" TWO #3 BAR HOOPS FOR 112" BOLT -DOWN SLOT DETAIL SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION CIRCULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. STD. PI204.40 " PUBLIC WORKS MISCELLANEOUS DETAILS FOR STD. PLAN 204.60 + DEPARTMENT DRAINAGE STRUCTURES MARCH 2008I MARCH 2008 I 3/4" DIA. SMOOTH BAR SPOT WELD BARS TO AT LEAST 2 CORREGATIONS OF METAL PIPE (TYP) BOLT TO CPEP SMOOTH INTERIOR PIPE. NOTE: 1. This debris barrier is for use outside roadways on pipes 36" dia. and smaller. 2. See drawing 223.10 for debris barriers on pipes projecting from driveways or roadway side slopes. 3. All steel parts must be galvanized and asphalt coated. (Treatment 1 or better). 4. CPEP-smooth interior pipe requires bolts to secure debris barrier to pipe. 4" MAX. (TYP) END VIEW SIX EVENLY SPACED HOLES ON 10 3/8" BOLT VG TO ON. FRONT LU `/ Z _J _J 9! LU - - - - ---- - - SEE NOTE 5 SIDE MAXIMUM OPENING OF GATE HANDLE WITH LOCK PIN. o ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 10 L11 LIFT HANDLE SHALL BE ATTACHED PER I" ROD OR TUBING, VARIABLE LENGTH. MANUFACTURER'S RECOMMENDATIONS. LIFT HANDLE NOTES: - 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8 IN. DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8 IN. DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8 IN. BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. y__ STD. PLAN 220.00 STD. PLAN 223.00 STD. PIAN 237.30 6, MOM PUBLIC WORKS PIPE COMPACTION PUBLIC WORKS DEBRIS BARRIER T - SHEAR GATE DETAIL +; + PUBLIC WORKS FROP DEPARTMENT DESIGN AND BACKFILL 7 DEPARTMENT DEPARTMENT MARCH 2008 MARCH 2008 MARCH 2008 R-3819 18 20"x24" 00 NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" --J '--ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE RECOMIMPOMPKrA By:/ APP"AL Dote: By: 0 U) By: Do to By: Dote O V) 0 IONA L ip 6/19/2015 X LL_ i; C U Z Z LLJ > Li Li LLJ (N 00 UJ M 0 C14 0 "o 4 111 •) 0 4) %. 0 0 UJ Z LLJ Lj U-11 < LC) C -N J V) ZEN L0 Lo Ln Z WUJ 00 0 I -Z N qft r- L) to Z Z 0 V) !-> La LLJ iz n 0 < Z UJ CL IC10- LLJ UJ LLJ Jv LLJ �e �eIll LO Lo LO (M C4 CN 0 R-3819 18 20"x24" 00 NOTES: 1) ALL MATERIAL FOR GRATE SHALL BE DUCTILE IRON, ASTM A536 GR.80-55-06 2) GRATE SHALL BE OLYMPIC FOUNDRY MODEL No. SM 72B OR EQUAL. ALL BARS 5/8" --J '--ALL SLOTS 1" SQUARE BEEHIVE DRAIN GRATE NOT TO SCALE RECOMIMPOMPKrA By:/ APP"AL Dote: By: Dote: By: Do to By: Dote M GUY W A S111 1-1 'I 6r C 3 Z0 W) foe%, P 38950 O V) 0 IONA L Z 0 6/19/2015 X LL_ i; C U 0 U Z Z 0 > Li Li 3: (N 00 UJ M 0 C14 oo "o 4 111 •) 0 4) %. 0 0 06 wwo L) CIL 0 M qr� C4 LJLJ 0 L) C 3 Z0 W) Z 5; 0-- O V) 0 > Z 0 w< X LL_ _J :Z M Li Li CN to CN (N 00 Z -0 M 00 (0 oo ZZ > 0: Z: Z LLJ Lj U-11 < LC) C -N Ln 014 Z Z5 Z L0 Lo Ln Z WUJ 00 w CN N > M D r- L) to It> 0 Z UJ ;4* Jv G M qr� C4 E C 3 Z0 W) Go 0 > M Z C c� (D 00 00 0 > O �N M M M M CD cn Z M -1 0 M Z M 0 >1,10 > c� (D 00 00 0 > O �N n L) 0 0 11 CD 0 :n � E M:3 \ E O'N C AM C C _O r1 � CD rn m O _-_ COMPACT SAND 0 IrT V Oa 0 E-� YZ DEPRESSED CURB 6 GUTTER - J 0 W r �q O O U O ,& 22 1/2° C is L DEPRESSED CURB 8 GUTTER 6. Z ,i j O JLLJ W ;j W o 2.1 1.0 a o cn � E M:3 \ E O'N C AM C C _O r1 � CD rn m O _-_ COMPACT SAND N O IrT V Oa `1 . oa E-� .3: DEPRESSED CURB 6 GUTTER - J 0 W r �q _0 W Ll U - 0') ,& 22 1/2° C is L DEPRESSED CURB 8 GUTTER 6. = a� � E M:3 \ E O'N C AM C C _O r1 � CD rn m CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL W U Z = UO 4. 45° BEND 11 1/4' ? 2 Cr O 45° BEND DEPRESSED CURB 6 GUTTER - J 0 W TEE CAP OR PLUG & 22 1/2° Q Z 0 TEE CAP OR PLUG ,& 22 1/2° 2 W DEPRESSED CURB 8 GUTTER 6. BEND oI I I U N 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 cu L 4.7 4.7 1.9 5.0 3.5 3.5 1.4 X 8.4 8.4 3.4 8.8 6.3 6.3 f 2.5 W 18.8 18.8 7.5 20.0 14.Q 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". ry / 0 W = U 6i 4J oY Q oSL ..Ci o -5 M W W Z ,, , V) =CON VI o O i U asa Q ry u r2 Q w 0 Ln Q N r) Q O PO O CO N O N Z a� dd- N c`\o a� F= 0 0 CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL 90° 45° BEND 11 1 /4° 90° 4. 45° BEND 11 1/4' 90° 45° BEND DEPRESSED CURB 6 GUTTER - 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 DEPRESSED CURB 8 GUTTER 6. BEND oI rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian 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 N 8.4 8.4 3.4 8.8 6.3 6.3 f 2.5 W 18.8 18.8 7.5 20.0 14.Q 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". ry / 0 0 a MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH rn MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' W C? t =CON co Ln N O O O N O Z a� CONSTRUCTION D TAI S - CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO r- 2" OPEN PATTERN. RETURN BEND 180° 11-1/4' BEND 22--1/2' BEND 45' BEND CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED ------ 2" GALVANIZED IRON PIPE FIELD EARTH, SIZE OF BLOCK. TO BE DETERMINED BASED ON TEST LOCATE PRESSURE OF WATER UNE AND SOIL CHARA,CTERlSTICS. 2" 90° ELBOW CUT OPENING AS REQUIRED, AFTER CAST IRON CAP OR PLUG WITH �� INSTALLATION, GROUT AROUND PIPE. rt I 2" IPS TAP SHALL BE A _ . r 3s 2" UNION E A -t_ i��C4} «`'�at� - ROCKWELL 482 END CAP 2" BEEHIVE sTRAwER� COUPLING. '� - SHORT NIPPLE j / CAR � �2" CLOSE NIPPLE 90° BEND WATER MAIN AS RQUIRED GALVANIZED IRON PIPE \� �� TEE 2"x2"x2" TEE 2" UNION \ - 17"x30" PLASTIC METER BOX EQUAL TO MID STATES N Li CL THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS � FIRM SILT OR -- - SOIL FIRM SILTY SAND _-_ COMPACT SAND _--__.-_-- _-- ---_- COMPACT SAND &GRAVEL 90° 45° BEND 11 1 /4° 90° 4. 45° BEND 11 1/4' 90° 45° BEND DEPRESSED CURB 6 GUTTER - 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 DEPRESSED CURB 8 GUTTER 6. BEND CLOSE J__,° _ -- NIPPLE 12" MIN. 2 CORPORATION STOP 90° BEND, 01 rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian 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 f 2.5 _ 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.Q 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. 0 0 a MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' W C? t --- / COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO- 'W TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2 90° ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" EQUAL TO RICH VALVE CO. STANDARD WASHED GRAVEL, PASSING � IPS TAP TO FIT, EQUAL TO MUELLER CO. � (SEE DWG BR46 � PACE B090) J 8" TOP SECTION, WITH REGULAR 1-1/2" AND RETAINED ON AIR AND VACUUM VALVE 2" ASSEMBLY \ BASE SECTION LENGTH TO FIT. �� INSTALL 2" 90° ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. 2' PLUG, SCREWED r j}` '8 J < \\\ \ \\ \\tt\\ 'Y ,i-� 2" GALVANIZED IRON PIPE 2 GALVANIZED IRON PIPE 12 LONG -"� AS REQUIRED. 2 RESILIENT GATE Ea �PFiN , _ VALVE, SCREWED -- INSTALL 2" 90° ELBOW, e THRUST BLOCK BEARING - SCREWED AREA REFERS TO THE \ \ FACE OF BLOCK MEASURED IN SQUARE FEET - 2" GALVANIZED IRON NOTES: PIPE AS REQUIRED. NO, 1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_ AT HIGHEST POINT' OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH (DINT AT A LOCATION WHERE ASSEMBLE' CAN BE INSTALLED. 3_ ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-3/2°). PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 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. V CO N C RETE B LOCKING FOR STD. PLAN' - 330.2 ° ` STD. PLAN - 340.2 STD. PLAN - 340 4 � t 0 -7-) i ; I ,' L n: �_, _ 3'01 2" BLOW -OFF - -t �3 2" AIR &VACUUM RELEASE + ♦ HORIZONTAL AND DOWNWARD F-- - - -- . ♦ -_---- --- T; 1 -- - -�-1, ,,! y' �; TEMPORARY ASSEMBLY _ . . AS VERTICAL BENDS _. ASSEMBLY I _ INSTALL SIGN PER CBC 11298.4 (WHITE) (BLUE) 12% 18" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS ld 0 HEIGHTS ACCORDING TO LOCAL REQUIREMENTS UJ 8 IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, cs s x LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE N N WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" Parking Sign Accessible ParkingSign NOT TO SCALE NOTE: PAVEMENT STALL STENCIL PER ARCHITECTURAL PLANS. 4'_ CW MIN.- ( > A SEE CONTRACT PLANS US" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER .. J J W J z w U. ►'y NOTES 4'- d" MIN. A SEE CONTRACT PLANS 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB Curb Ramp location shall be placed within the width of the associated PEDESTRIAN CURB 319' EXPANSION JOINT (TYP,) - 1 SEE NOTE 9 crosswalk, or as shown in the Contract Plans. SEE NOTE 9 SEE STANDARD PLAN F-30.10 LANDING - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. SIDEWALK b 4` - 0" MIN. (TYP.) SEE CONTRACT PLANS CURB RAMP CURB RAMP - `�.► DETECTABLE WARNING SURFACE FACE OF CURB SEE STANDARD PLAN F-46.10 DEPRESSED CURB 6 GUTTER CROSSWALK SIDEWALK CURB 8 GUTTER CURB RAMP - 4' - Q" MIN. (TYP.) SEE CONTRACT PLANS FACE OF CURB PLAN VIEW DETECTABLE WARNING SURFACE TYPE PARALLEL A SEE STANDARD PLAN F-46.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 15'- ©" MAX. 4" - W MIN. SEE NOTE 7 SEE CONTRACT PLANS SIDEWALK GRADE BREAK 8.3% MAX, 2.0% MAX. 4'- 0" MIN. SEE CONTRACT PLANS 2.0W. MAX, UJ IX LANDING a SECTION CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - _ SEE STANDARD PLAN F-30.10 SECTION B "CEMENT CONCRETt- PARALLEL At' PAY I 15' - 0" MAX. SEE NOTE 7 GRADE BREAK 8.3% MA)( - CURB RAMP TYPE PARALLEL A PAY LIMIT 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE nances in front of the Curb Ramp or on any part of the Curb Ramp or 2" CLOSE NIPPLE \ /� IRON DIAMOND PLATE. 18"x31" MSCBC 173OR 18" 4. 2" 90' ELBOW 2" GALVANIZED IRON PIPE, 12" LONG. 2" BRONZE GATE VALVE, SCREWED EQUAL - ----TO RED -WHITE VALVE CORP. FIG NO, 280 ,rs,_ F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and DEPRESSED CURB 6 GUTTER - -_- - 2" RESILIENT SEAT GATE VALVE WITH DETECTABLE WARNING SURFACE �-- LANDING ' THREADED ENDS See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. ���� 2 90BENDS 1 2-2" BRASS 90° BENDS WITH CLOSE NIPPLE BETWEEN BENDS 2" GALVANIZED IRON PIPE TO FIT-/ � DEPRESSED CURB 8 GUTTER 6. The Bid Item "Cement Concrete Curb Ram T '" Ramp Type � does not include CLOSE J__,° _ -- NIPPLE 12" MIN. 2 CORPORATION STOP 90° BEND, 01 rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian N 00 1. P. THREAD TO COPPER, EQUAL -- - `, TO FORD FB 500. / 2" TYPE K SOFT --- / COPPER TUBING TO FIT DOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MUELLER CO- 'W TWO PIECE CAST IRON VALVE BOX VALVE NUT EXTENSION IF REQUIRED 2 90° ELBOW DOUDLE STRAP SERVICE CLAMP WITH 2" EQUAL TO RICH VALVE CO. STANDARD WASHED GRAVEL, PASSING � IPS TAP TO FIT, EQUAL TO MUELLER CO. � (SEE DWG BR46 � PACE B090) J 8" TOP SECTION, WITH REGULAR 1-1/2" AND RETAINED ON AIR AND VACUUM VALVE 2" ASSEMBLY \ BASE SECTION LENGTH TO FIT. �� INSTALL 2" 90° ELBOW, SCREWED 1/4" MESH FOR DRAIN APCO NO. 1452C OR EQUAL. 2' PLUG, SCREWED r j}` '8 J < \\\ \ \\ \\tt\\ 'Y ,i-� 2" GALVANIZED IRON PIPE 2 GALVANIZED IRON PIPE 12 LONG -"� AS REQUIRED. 2 RESILIENT GATE Ea �PFiN , _ VALVE, SCREWED -- INSTALL 2" 90° ELBOW, e THRUST BLOCK BEARING - SCREWED AREA REFERS TO THE \ \ FACE OF BLOCK MEASURED IN SQUARE FEET - 2" GALVANIZED IRON NOTES: PIPE AS REQUIRED. NO, 1, LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES ELEVATION AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER_ AT HIGHEST POINT' OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. OF LINE TO CREATE A HIGH (DINT AT A LOCATION WHERE ASSEMBLE' CAN BE INSTALLED. 3_ ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY, PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. LOCATE AIR VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-3/2°). PLANTING STRIPS, BEHIND CURB AND SIDEWALK. 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. V CO N C RETE B LOCKING FOR STD. PLAN' - 330.2 ° ` STD. PLAN - 340.2 STD. PLAN - 340 4 � t 0 -7-) i ; I ,' L n: �_, _ 3'01 2" BLOW -OFF - -t �3 2" AIR &VACUUM RELEASE + ♦ HORIZONTAL AND DOWNWARD F-- - - -- . ♦ -_---- --- T; 1 -- - -�-1, ,,! y' �; TEMPORARY ASSEMBLY _ . . AS VERTICAL BENDS _. ASSEMBLY I _ INSTALL SIGN PER CBC 11298.4 (WHITE) (BLUE) 12% 18" SIGN TEXT ACCORDING TO LOCAL JURISDICTIONAL REQUIREMENTS ld 0 HEIGHTS ACCORDING TO LOCAL REQUIREMENTS UJ 8 IF SIGN IS LOCATED IN PEDESTRIAN TRAFFIC, cs s x LOCATE BOTTOM OF SIGN AT +6'-8" ABOVE N N WALKING SURFACE FLEXIBLE POST ON SHORT POLE INSTALLATIONS ZUMAR INDUSTRIES (800) 426-7927 OR 2"0 STEEL POLE ON INSTALLATIONS ABOVE 5'-0" Parking Sign Accessible ParkingSign NOT TO SCALE NOTE: PAVEMENT STALL STENCIL PER ARCHITECTURAL PLANS. 4'_ CW MIN.- ( > A SEE CONTRACT PLANS US" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER .. J J W J z w U. ►'y NOTES 4'- d" MIN. A SEE CONTRACT PLANS 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. PEDESTRIAN CURB Curb Ramp location shall be placed within the width of the associated PEDESTRIAN CURB 319' EXPANSION JOINT (TYP,) - 1 SEE NOTE 9 crosswalk, or as shown in the Contract Plans. SEE NOTE 9 SEE STANDARD PLAN F-30.10 LANDING - 2. Where "GRADE BREAK" is called out, the entire length of the grade break between the two adjacent surface planes shall be flush. SIDEWALK b 4` - 0" MIN. (TYP.) SEE CONTRACT PLANS CURB RAMP CURB RAMP - `�.► DETECTABLE WARNING SURFACE FACE OF CURB SEE STANDARD PLAN F-46.10 DEPRESSED CURB 6 GUTTER CROSSWALK SIDEWALK CURB 8 GUTTER CURB RAMP - 4' - Q" MIN. (TYP.) SEE CONTRACT PLANS FACE OF CURB PLAN VIEW DETECTABLE WARNING SURFACE TYPE PARALLEL A SEE STANDARD PLAN F-46.10 CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 15'- ©" MAX. 4" - W MIN. SEE NOTE 7 SEE CONTRACT PLANS SIDEWALK GRADE BREAK 8.3% MAX, 2.0% MAX. 4'- 0" MIN. SEE CONTRACT PLANS 2.0W. MAX, UJ IX LANDING a SECTION CURB RAMP LANDING 318" EXPANSION JOINT (TYP.) - _ SEE STANDARD PLAN F-30.10 SECTION B "CEMENT CONCRETt- PARALLEL At' PAY I 15' - 0" MAX. SEE NOTE 7 GRADE BREAK 8.3% MA)( - CURB RAMP TYPE PARALLEL A PAY LIMIT 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- - -�- SEE NOTE _ nances in front of the Curb Ramp or on any part of the Curb Ramp or 3" R Landing. 4. See Contract Plans for the curb design specified. See Standard Plan - F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and DEPRESSED CURB 6 GUTTER - Pedestrian Curb details. DETECTABLE WARNING SURFACE �-- LANDING SEE STANDARD PLAN F46A0 5° See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. -_ See Contract Plans for width and placement of sidewalk. DEPRESSED CURB 8 GUTTER 6. The Bid Item "Cement Concrete Curb Ram T '" Ramp Type � does not include CROSSWALK rb► the adjacent Curb, Curb and Gutter, Depressed Cuand Gutter, Pedestrian N 00 Curb, or Sidewalks. .___ ___. ___ _.__ .___µ_____._..___= 7. The Curti Ramp maximum running slope shall not require the ramp length PLAN VIEW to exceed 15 Beet to avoid chasing the slope indefinitely when connecting TYPE PARALLEL B to steep grades. When applying the 15 -foot max. length, the running slope c of the curt ramp shall be as flet as feasible. GRADE BREAK 8, Curb Ramp, Landing, and Flares shall receive broom finish. See Standard - -�- SEE NOTE _ Specifications 8-14. CoUt4TER SLOPE TOP OF 5-0% MAX' 9. Pedestrian Curb may be omitted if the ground surface at the back of the ROADWAY Curb Ramp and/or Landing will be at the same elevation as the Curb - Ramp or Landing and there will be no material to retain. DEPRESSED CURB 6 GUTTER - 2.0% MAX. SEE STANDARD PLAN F-10.12 �-- LANDING AND NOTE 6 0 15" - Q" MAX. _-_-- _.4' - Cr MIN.--- - -�- SEE NOTE _ �. SEE CONTRACT PLANS SIDEWALK - -GRADE BREAK U C GRADE BREAK 8.3% MAX �C < A P 2.0% MAX. CURB RAMP �-- LANDING �� �, 318" 318" EXPANSION JOINT (TYP.) - 0 SEE STANDARD PLAN F-30.10 Y SECTION C "CEMENT CONCRETE CURB RAMP TYPE PARALLEL ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT LEGEND -- �--- SLOPE IN EITHER DIRECTION PEDESTRIAN CURB SEE NOTE 9�7 �!►T�i��p i 'lo+ 34363CG �� �01VAL p � 4 Z PARALLEL CURB RAMP STANDARD PLAN F-40.12-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Sako#ch //! 6120113 STATE DE9011 ENGINEER DATE Wa.hhVkm Sft* Deparkwont of TranWortatim C O LO N to V) IF- ~ W W � o UJ O U � U U O04 LLJ D: W Z ZV') W O Li a C� C� 0 CL -"3 .- X = _ Y Y Y (Yj Y te to LO LO V_ V_ N N O p N p two two z R-381919 By: Do te: ON GUY y�B C x 38950 p �� A /M i ERS /ONA L ENS 6/19/2015 v N C7 U � U C Z � V �C < o z U •N Z Z 0 Z Y 7 w jN Q = N C7 U � By: Dote Z � O �C < o z LJ N °" Z Z Y 7 w jN Q N ro N N 00 �Z Z I 00 CN 00 (0 0 00 Z Z O1 I c w w 0* > o N �N 3 Lo LC) p 00 LLJ q1t 4 0 , 4+ U 0 OAf i . 0 0 a o = N C7 U � By: Dote Z � O �C < o z LJ Q °" Z Z w jN Q N ro N N 00 �Z Z 00 CN 00 (0 0 00 Z Z O1 I I w w 0* Q Lo N o N z - U Z V_ Lo LC) W w 00 LLJ q1t 4 t- Y �...� �. U 0 OAf i . W C? t =CON By: Dote: N ro By: Dote Zq8 N o Cn �C < o z s By: Dote D -n CD ro `T �C < z s 0 0 Y Z 80 Z Vj 0 W 3 ILLPLIJ W Li O N :3 E \ E O'N y �I C C _a (D IZ L 0 m 00` Q, M 00 Of CrZ 0 >Fr 0 +� O a4 2 J O O T 4 4.44 (" ' aV�- C �E Z N Z o Q SEE NOTE 5 o U W J CONE (ECCENTRIC) W I�--ld In F C - O' L.1 O C i 42" MIN. (TYP.) - SEE STANDARD - :3 E \ E O'N y �I C C _a (D IZ L 0 m 00` Q, M 00 Of CrZ 0 >Fr 0 7' NOT TO SCALE CONSTRUCTION DETAILS MANHOLE FRAME AND COVER tB, 2 J �D, ADJUSTMENT RINGS (2" MIN.) 48" MH 48" SEE NOTE 6 5"MIN Z N Z o 21" 1. D. SEE NOTE 5 o U W J CONE (ECCENTRIC) WIDTH - 4' C)" MIN_ SEE CONTRACT PLANS 7) oo La- 0 60" MH 60" ACCORDANCE WITH ASTM C-443 Z w 42" MIN. (TYP.) - SEE STANDARD - Q � U Ln I I U N SIDEWALK PUBLIC WORKS 6 STEPS - POLYPROPYLENE STEPS SEE NOTE I ;I. a� I WW CN Q Lo N Lo N X DECEMBER 2008 m Y Y � � U LO LO L W_ V_ V W_ N > N two two N%1. O • � �t p Z < W 31 31Q C)oY W Z 41 6110 oY o� LLI M {o 2 W } LJ a N W; O U Q I I 11 InQ N W C I- < 0 Q C) m 0 N N a; E 0 0 6 z 1 a LO N W ry rn C a� .En C to LO N 0 0 N O z 7' NOT TO SCALE CONSTRUCTION DETAILS MANHOLE FRAME AND COVER tB, SEE STD. PLAN 401 �D, ADJUSTMENT RINGS (2" MIN.) 48" MH 48" SEE NOTE 6 5"MIN MORTAR JOINT(S) (3/8" MIN.) 21" 1. D. SEE NOTE 5 MATCH SIDEWALK CONE (ECCENTRIC) WIDTH - 4' C)" MIN_ SEE CONTRACT PLANS RUBBER GASKETED JOINTS IN 60" MH 60" ACCORDANCE WITH ASTM C-443 318" EXPANSION JOINT 42" MIN. (TYP.) - SEE STANDARD - q PLAN F-30.10 401 SIDEWALK PUBLIC WORKS 6 STEPS - POLYPROPYLENE STEPS SEE NOTE I SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. BUFFER STRIP - SEE CONTRACT PLANS LADDER -POLYPROPYLENE PEDESTRIAN CROSSING SHALL BE ATTACHED TO MANHOLE CLOSURE SIGN MAX. PIPE SIZE - `E' W a CONCRETE SHELF X W U_ PRECAST BASE SECTION M OR CAST IN SHELF. A, tB, �C> �D, `E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1. D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.Q. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Y JSTD. PLAN -- 400.1 t,®g PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 BOLTHOLES - 3 PLCS EQUALLY SPACED 120° APART ON 23 1/16' (586mm) DIA B,C (SEE DETAIL) 26 1/2' DIA C673mml _ 25 1/4' DIA 1641mml 1 1/16' 1/4' (6mm) DIA C27mml NEOPRENE GASKET 6' C152 mml 5/8' J _. 23 3/8' DIA CL OPEN 116mm7 C594mml 27 5/16' DIA 1694mml 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5/8'-11 X 1,5 SS RUBBER WASHER EON BOLTING DETAIL 1/4- 1 1/16' C6mm7 C27mml C3mm3 CR3mml GASKET GROOVE DETAIL as, MATCH SIDEWALK y= WIDTH - 4' 0" MIN. SEE CONTRACT PLANS PEDESTRIAN CURB �F SEE NOTE 10 CURB RAMP J PEDESTRIAN CURB MATCH SIDEWALK WIDTH - 4' U' MIN. -All . SEE NOTE 10 SEE CONTRACT PLANS LANDINGp� LANDING 6- 0" MIN.318" EXPANSION JOINT - SEE 3" R. STANDARD PLAN F-0.10el i tet+ NOTES 1. This plan is to be used where pedestrian crossing in one direction is not BUFFER STRIP permitted. 2. Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans. 3. Where "GRADE BREAK" is Called out, the entire length of the grade break PEDESTRIAN CURB between the two adjacent surface planes shall be flush. - SEE NOTE 10 4. Do not place gratings, junction boxes, access Covers or other appurtan- ences in front of the curb ramp or on any part of the curb ramp or landing. 5. See the Contract Documents for the curb design specified. I 51 - MIN. a,. See Standard Plan F-'10.'12 ibr Curb, Curb and Gutter, Depressed Curb � and Gutter and Pedestrian u 3 details. ... -' 6. See Standard Plan F-34.10 for Cement Concrete Sidewalk Details. o 51 - 0" MIN. '' 3" R. o ery See contract pians for width and placement of sidewalk. 0 SIDEWALK Ram T " SEE NOTE 6 41, 7. The bid item "Cement Concrete Curb - ll, J} �,. I p Type _ does not include the adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian U) DETECTABLE WARNING SURFACE BUFFER '< DETECTABLE WARNING SURFACE D SEE STANDARD PLAN I~ -X16.10 STRIP D Curti or Sidewalk, or the pedestrian crossing closure sign. �' SEE STANDARD PLAN I��,'10 CURB 8 GUTTER CURB S GUTTER 8. The curb ramp maximum running slope shall not require the ramp length to SEE NOTE 5 SEE NOTE 5 exceed 15 fleet to avoid chasing the slope indefinitely when connecting PEDESTRIAN CROSSING to steep grades. When applying the 15 foot maximum length, the running �- CURB RAMP CLOSURE SIGN FACE OF CURB RAMP slope of the curb ramp shall be as flat as feasible. FACE OF CURB CURB PLAN VIEW PLAN VIEW 9. Curb ramps and landings shall receive broom finish. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 ' Standard Sp•clflcatl+ana 8-14. DETECTABLE WARNING SURFACE 15'_ 0" MAX _ -SEE STANDARD PLAN F-46.10 SEE NOTE - GRADE BREAK GRADE BREAK - GRADE BREAK COUNTER SLOPE SIDEWALK 5.0% MAX. SEE NOTE 6 8.3% MAX 2 0% MAX TOP OF ROADWAY '�- DEPRESSED CURB S GUTTER CURB RAMP LANDING . SEE STANDARD PLAN F-10.13 SECTION A "CEMENT CONCRETE CURB RAMP err- �9\,.,1 ,.l, PAY LIMIT RECESSED LIFT POCKET 5i" a r.i n c nniir r rn ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT -�- -- - 12 Y4» 14" 1 Y4. 3fq 1 11" - 12 Y4" - 14" - CAST IRON RING AND OR XPANDABLE OAM ER TIGHT G :)ECIFIED NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR 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. i/11 STD. PLAN -- 403.1 *`+ PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT _ DEPARTMENT FOR SANITARY SEWER MAINS "> SEPTEMBER 2011 1" RADIUS CORNER PEDESTRIAN CURB - 90" ANGLE - RADIUS MAY VARY 15'-9'MAX GRADE BREAK SEE NOTE 8 SIDEWALK - SEE NOTE 6 1 8.3% MAX. CURB RAMP GRADE BREAK 2.0% ------------ MA%. J.. �r' a LANDING SECTION B "CEMENT CONCRETE C TYPE SINGLE DIRECTION B DETECTABLE WARNING • • • • • SURFACE SEE essws s ...... .:: STANDARD PLAN F-46.10 s.ssrss*.►• DEPRESSED CURB AND I GUTTER - SEE NOTE 5 10. Pedestrian Curb may be omitted if the ground surface at the rack of the Curb Ramp and/or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. 16, - U' MAX LEGEND SEE NOTE 8 GRADE BREAK SLOPE IN EITHER DIRECTION SIDEWALK % SEE NOTE 6 8.3_....0. MAX, I CURB RAMP ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT I -LI -F )CM ]CM )CM)C31 ]CM =1 11=1 I I I I I=1 I I I I I=1 I I I I I=1 11= X X FOUNDATION SIZE BY STRUCTURAL ENGINEER NOTES 1. CONCRETE IS 4,000 PSI REINFORCED AS REQUIRED BY DESIGN. 2. TRENCH DRAIN GRATING AND COVERS SHALL BE; DRAIN MFGRS. STANDARD, SLOTTED STEEL COVERS, PERFORATED, 1/40 DW. PERFORATIONS MAXIMUM, DESIGNED TO SUIT TRACTOR -TRAILER TRAFFIC LOADS. 3. CONCRETE FOUNDATION FOR TRENCH DRAIN SHALL BE PER STRUCTURAL ENGINEERING DESIGN. 4. TRENCH DRAIN TO BE ZURN Z882-12 PERMATRENCH OR APPROVED EQUAL. TRENCH DRAIN SCALE: 1 "=1'-0" ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X S' (OR 4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE OUTLET + UP TO 1' OVER CROWN X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V. TABLE 4,4 ROCK PROTECTION AT OUTFALLS IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 10076 PASSING 3 INCH SQUARE SIEVE 40-60X PASSING 3/4 INCH SQUARE SIEVE 0-10X RIP RAP SPECIFICATIONS TR j, 04�O� A � Ru 34363 4 '�► j01VAL I' " K SINGLE DIRECTION CURB RAMP STANDARD PLAN F-0.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch It! 6/M13 STATE DEEM ENGINEER DATE Alft Washington Sial• r"wrftnont of Transportation L0 C867mmJ NOTES: W V) V)~ � FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST Z j► JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. t ° O 2. USE FRAME AND COVER FOR STORM (SPECIFY V) t U Z U N "DRAIN" ON COVER), SANITARY (SPECIFY Q � d M "SEWER"), OR WATER (SPECIFY "WATER"). 3ro� 1 Y- O Z w q STD. PLAN -- 401 ♦ ,& oft PUBLIC WORKS MANHOLE FRAME AND COVER Q Z ;I. DEPARTMENT I WW CN Q Lo N Lo N Y Y Y DECEMBER 2008 as, MATCH SIDEWALK y= WIDTH - 4' 0" MIN. SEE CONTRACT PLANS PEDESTRIAN CURB �F SEE NOTE 10 CURB RAMP J PEDESTRIAN CURB MATCH SIDEWALK WIDTH - 4' U' MIN. -All . SEE NOTE 10 SEE CONTRACT PLANS LANDINGp� LANDING 6- 0" MIN.318" EXPANSION JOINT - SEE 3" R. STANDARD PLAN F-0.10el i tet+ NOTES 1. This plan is to be used where pedestrian crossing in one direction is not BUFFER STRIP permitted. 2. Curb ramp location shall be placed within the width of the associated crosswalk, or as shown in the Contract Plans. 3. Where "GRADE BREAK" is Called out, the entire length of the grade break PEDESTRIAN CURB between the two adjacent surface planes shall be flush. - SEE NOTE 10 4. Do not place gratings, junction boxes, access Covers or other appurtan- ences in front of the curb ramp or on any part of the curb ramp or landing. 5. See the Contract Documents for the curb design specified. I 51 - MIN. a,. See Standard Plan F-'10.'12 ibr Curb, Curb and Gutter, Depressed Curb � and Gutter and Pedestrian u 3 details. ... -' 6. See Standard Plan F-34.10 for Cement Concrete Sidewalk Details. o 51 - 0" MIN. '' 3" R. o ery See contract pians for width and placement of sidewalk. 0 SIDEWALK Ram T " SEE NOTE 6 41, 7. The bid item "Cement Concrete Curb - ll, J} �,. I p Type _ does not include the adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian U) DETECTABLE WARNING SURFACE BUFFER '< DETECTABLE WARNING SURFACE D SEE STANDARD PLAN I~ -X16.10 STRIP D Curti or Sidewalk, or the pedestrian crossing closure sign. �' SEE STANDARD PLAN I��,'10 CURB 8 GUTTER CURB S GUTTER 8. The curb ramp maximum running slope shall not require the ramp length to SEE NOTE 5 SEE NOTE 5 exceed 15 fleet to avoid chasing the slope indefinitely when connecting PEDESTRIAN CROSSING to steep grades. When applying the 15 foot maximum length, the running �- CURB RAMP CLOSURE SIGN FACE OF CURB RAMP slope of the curb ramp shall be as flat as feasible. FACE OF CURB CURB PLAN VIEW PLAN VIEW 9. Curb ramps and landings shall receive broom finish. TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 ' Standard Sp•clflcatl+ana 8-14. DETECTABLE WARNING SURFACE 15'_ 0" MAX _ -SEE STANDARD PLAN F-46.10 SEE NOTE - GRADE BREAK GRADE BREAK - GRADE BREAK COUNTER SLOPE SIDEWALK 5.0% MAX. SEE NOTE 6 8.3% MAX 2 0% MAX TOP OF ROADWAY '�- DEPRESSED CURB S GUTTER CURB RAMP LANDING . SEE STANDARD PLAN F-10.13 SECTION A "CEMENT CONCRETE CURB RAMP err- �9\,.,1 ,.l, PAY LIMIT RECESSED LIFT POCKET 5i" a r.i n c nniir r rn ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT -�- -- - 12 Y4» 14" 1 Y4. 3fq 1 11" - 12 Y4" - 14" - CAST IRON RING AND OR XPANDABLE OAM ER TIGHT G :)ECIFIED NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR 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. i/11 STD. PLAN -- 403.1 *`+ PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT _ DEPARTMENT FOR SANITARY SEWER MAINS "> SEPTEMBER 2011 1" RADIUS CORNER PEDESTRIAN CURB - 90" ANGLE - RADIUS MAY VARY 15'-9'MAX GRADE BREAK SEE NOTE 8 SIDEWALK - SEE NOTE 6 1 8.3% MAX. CURB RAMP GRADE BREAK 2.0% ------------ MA%. J.. �r' a LANDING SECTION B "CEMENT CONCRETE C TYPE SINGLE DIRECTION B DETECTABLE WARNING • • • • • SURFACE SEE essws s ...... .:: STANDARD PLAN F-46.10 s.ssrss*.►• DEPRESSED CURB AND I GUTTER - SEE NOTE 5 10. Pedestrian Curb may be omitted if the ground surface at the rack of the Curb Ramp and/or landing will be at the same elevation as the Curb Ramp or Landing and there will be no material to retain. 16, - U' MAX LEGEND SEE NOTE 8 GRADE BREAK SLOPE IN EITHER DIRECTION SIDEWALK % SEE NOTE 6 8.3_....0. MAX, I CURB RAMP ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT I -LI -F )CM ]CM )CM)C31 ]CM =1 11=1 I I I I I=1 I I I I I=1 I I I I I=1 11= X X FOUNDATION SIZE BY STRUCTURAL ENGINEER NOTES 1. CONCRETE IS 4,000 PSI REINFORCED AS REQUIRED BY DESIGN. 2. TRENCH DRAIN GRATING AND COVERS SHALL BE; DRAIN MFGRS. STANDARD, SLOTTED STEEL COVERS, PERFORATED, 1/40 DW. PERFORATIONS MAXIMUM, DESIGNED TO SUIT TRACTOR -TRAILER TRAFFIC LOADS. 3. CONCRETE FOUNDATION FOR TRENCH DRAIN SHALL BE PER STRUCTURAL ENGINEERING DESIGN. 4. TRENCH DRAIN TO BE ZURN Z882-12 PERMATRENCH OR APPROVED EQUAL. TRENCH DRAIN SCALE: 1 "=1'-0" ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X S' (OR 4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE OUTLET + UP TO 1' OVER CROWN X 1' DEEP, USING THE GRADATION SPECIFIED BELOW: RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V. TABLE 4,4 ROCK PROTECTION AT OUTFALLS IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS: PASSING 8 INCH SQUARE SIEVE 10076 PASSING 3 INCH SQUARE SIEVE 40-60X PASSING 3/4 INCH SQUARE SIEVE 0-10X RIP RAP SPECIFICATIONS TR j, 04�O� A � Ru 34363 4 '�► j01VAL I' " K SINGLE DIRECTION CURB RAMP STANDARD PLAN F-0.16-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch It! 6/M13 STATE DEEM ENGINEER DATE Alft Washington Sial• r"wrftnont of Transportation L0 *104 W V) V)~ � C J W 20 Mo Z j► a = O U U t ° O Z UJ :5 0 V) t U Z U N N Q � d M Z 3ro� WZ to V) LLJ 0 O w Z w q U o_ a N 00 z z � 00 00 to Q Z 0 0 0 7 -4 o- g- I WW CN Q Lo N Lo N Y Y Y U U m Y Y � � U LO LO L W_ V_ V W_ N > N two two N%1. O • � �t p Z 4" COMPACTED DEPTH OF 2"-4" QUARRY SPALLS OR RECONSTRUCT SUBGRADE BY REMOVING UNSUITABLE MATERIALS AND PLACING GEOTE)�TIL�, FABRIC OVER NATIj�E SOIL IN ADDITION TO 2 -4 QUARRY $PALLS 6 THICK PER THE GEOTECHNICAL ENGINEERS RECOMMENDATIONS. MAINTENANCE ACCE.S-I- 1"YPICAL GRAVEL ROAD SECTION NOT TO SCALE FOFi APPROVAL By: Dotes ON GUY y�B wAsy,, ►�' o r 9 38950 p f f �O / S T 6/19/2015 V O V N -� Z z V 0 [ Y N L C C Y 0Ln- c+ t.U L 154 o 4) CL wwo 0 U Q O 2 0 U � M E Z j► O Ln z N t ° O Z UJ :5 0 LLJ N Q f1 Z Z w jN Q N ray N N 00 z z � 00 00 to 00 Z Z I I WW CN Q Lo N Lo N z c� 0 Z ^�00 . Ln u7 Z W CN 00 Z W 4 4 > Y �.. 00 Z 41 6110 ON5 G By: . Dote: �I i M E - By: Dote z N t ° O o TI N By: Do to - L C M M M z M z C M M Cn �I i M 0 C) L0 O CN LO 4; E rn co LO CN Cn C .Q)iZ Q) C Q) LO LO CN V) CD 0 C) CN LZ Y Z 0 0 Z _j C9 W LAJ LLL V) C) I - LJ rV400 Lo F_ ry n ry D E M E O)i,. C: Am 44 F 0 n CD 0 Q_ -4- — 0 secondary inlet ELEV=34. to o �._c- E 0-0 elevation per plans < ELEV=32.45' L7 Z LLJ 6" n' V) C: 0-)a 6" min. c- F- s shear gate with control plate welded to elbow D E M E O)i,. C: Am 44 F 0 n CD 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 "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION 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. + + PUBLIC WORKS DEPARTMENT Ivy PIPE BEDDING SM. PI" — 405 FOR SANITARY SEWERS OCTOBER 2012 removable watertight coupling or flange vertical bar grate for — — — — — - - ---------- - 2" min- secondary inlet ELEV=34. U R L'i 00: handholds, steps or Z 0 00 elevation per plans w_j Z �_!� 0 0 ELEV=32.45' L7 Z LLJ 6" V) V) max- 6" min. LLP s shear gate with control plate welded to elbow X 12" W with orifice as specified 0=2.0" LA 12" C with cover) W pipe supports N 12' 396 RESTRICTOR Z 2 V) I L) LLJ asa 11.5x D LLJ 140 X J_ (- T min.. dutlet pipe 536 D f 696 ry 708 708 cr_ 100 280 n 440 520 600 676 748 invert and elevation 736 732 728 w200 150 Q 500 per plans 660 740 780 LLI 764 756 748 744 welded restrictor plate 200 564 644 720 1 800 808796 940 788 with orifice diameter as 772 764 760 FS 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 "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION 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. + + PUBLIC WORKS DEPARTMENT Ivy PIPE BEDDING SM. PI" — 405 FOR SANITARY SEWERS OCTOBER 2012 removable watertight coupling or flange vertical bar grate for — — — — — - - ---------- - 2" min- secondary inlet ELEV=34. 6 IN. DIAMETER PIPE handholds, steps or > elevation per plans 2'min. ,in ELEV=32.45' L7 min. under pavement 16" max. 6" 50 ELEV = 33.65 max- 6" min. 250 s shear gate with control plate welded to elbow rod od for cleanout/drain 12" (rod bent as required with orifice as specified 0=2.0" elbow restrictor, see detail 12" C with cover) ELBOW pipe supports N 12' 396 RESTRICTOR see Note 6 632 680 DETAIL 11.5x D 50 140 220 J_ (- T min.. dutlet pipe 536 D f 696 see notes I & 708 708 cr_ 100 280 360 440 520 600 676 748 invert and elevation 736 732 728 w200 150 424 500 per plans 660 740 780 772 764 756 748 744 welded restrictor plate 200 564 644 720 1 800 808796 940 788 with orifice diameter as 772 764 760 FS 250 704 784 specified (not needed if 836 820 808 800 792 -784 776 for spill control only) Z 300 844 880 0=3.75" frame & solid cover marked "DRAIN" with locking bolts see note 3 SECTION A -A 2' min. clearance to any portion of frop-T including elbows NOTES: A I Use a mimimum of a 54" diameter type 2 catch basin. A 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. elbow restrictor Galvanized pipe parts to have asphalt see detail treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1". 4 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. � angle as ./necessary see note 7 2r min. PLAN VIEW addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water o +I PUBLIC WORKS FLOW RESTRICTOR STD. PIAN -- 237.00 DEPARTMENT OIL POLLUTION CONTROL TEE MARCH 2008 vertical bar grate for — design W.S. 71 secondary inlet ELEV=34. 6 IN. DIAMETER PIPE handholds, steps or > ladder 2'min. ,in PROVIDE NOTCH LENGTH FT) inlet WIDTH = 10" 50 ELEV = 33.65 150 Oipe 250 s shear gate with control 350 1 rod od for cleanout/drain 12" (rod bent as required Uj for vertical alignment 12" C with cover) E 236 N 12' 396 SECTION A -A 2' min. clearance to any portion of frop-T including elbows NOTES: A I Use a mimimum of a 54" diameter type 2 catch basin. A 2. Outlet Capacity: 100 -Year developed peak flow. 3. Metal Parts: Corrosion resistant. Non -Galvanized parts perferred. elbow restrictor Galvanized pipe parts to have asphalt see detail treatment 1. 4. Frame and ladder or steps offset so: A. Cleanout gate is visible from top. B. Climb -down space is clear of riser and cleanout gate. C. Frame is clear of curb. 5. If metal outlet pipe connects to cement concrete pipe: outlet pipe to have smooth O.D. equal to concrete pipe I.D. less 1". 4 6. Provide at least one 3" X .090 gage support bracket anchored to concrete wall. (maximum T-0" vertical spacing) 7. Locate elbow restrictor(s) as necessary to provide minimum clearance as shown. 8. Locate additional ladder rungs in structures used as access to tanks and vaults to allow access when catch basin is filled with water. � angle as ./necessary see note 7 2r min. PLAN VIEW addtional ladder rungs (in sets) to allow access to tanks or vaults when catch is filled with water o +I PUBLIC WORKS FLOW RESTRICTOR STD. PIAN -- 237.00 DEPARTMENT OIL POLLUTION CONTROL TEE MARCH 2008 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH FT) 0 50 100 150 200 250 300 350 1 400 450 500 Uj 0 0 80 160 236 316 396 476 556 632 680 680 a- 50 140 220 300 380 456 536 616 696 712 708 708 cr_ 100 280 360 440 520 600 676 748 744 736 732 728 w200 150 424 500 580 1 660 740 780 772 764 756 748 744 < 200 564 644 720 1 800 808796 940 788 780 772 764 760 FS 250 704 784 856 836 820 808 800 792 -784 776 772 Z 300 844 880 860 844 832 820 808 800 792 788 780 0 350 908 884 868 852 840 828 820 808 804 796 788 00 400 908 888 872 856 844 836 824 816 808 804-' 796 450 908 888 876 1 852 840 83 2 824 816 : 808, 804 5 1 X .TIME - (SECONDS) LJ W W -1 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH(FT) 0 50 1 100 150 200 250 300 : 350 400 450 500 Uj 0 0 80 160 236 316 396 476 556 632 680 680 Y_ 50 220 300 380 456 536 616 696 768 760 752 744 cr_ —.1.1 100 440 520 600 676 756 836 , 840 828 812 804 792 w150 150 660 740 820 896 932 908 1 888 868 856 840 832 < 200 880 960 1028 992 964 940 920 900 888 872 860 FS 250 1100 1084 1044 1012 988 964 944 928 912 900 888 Z - 300 1132 1092 1056 1028 1004 984 964 948 932 920 908 0 350 1132 11096 1068 1040 1016 996 980 964 948 936 924 1408! 400 1132 11100 1076 1052 1028 1008 992 976 964 952 940 450 1.132 11104 1080 1056 1036 1020 1004 988 976 964 952 5 1 X TIME (SECONDS) LJ W W 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE — 6 IN. DIAMETER PIPE E 6 IN. DIAMETER PIPE C > 0 50 100 LENGTH(FT) 0 50 100 150 200 250 300 350 1 400 450 1 500' Uj 0 0 80 160 236 316 396 476 556 1 632 680 680 972 50 316 396 476 556 632 712 832 816 804 804 792 11072 100 632 712 792 872 952 984 952 928 908 888 876 Uj 150 952 1028 1108 1132 1088 1052 1020 992 972 952 936 < 200 T2 6-8 1284 1224 1176 1132 1100 1068 1044 1020 1000 984 E3 250 1360 1300 1248-T204 1344 1164 1132 1104 1080 1056 1036 1020 Z 300 1360 1308 1264 1224 1192 1160 1132 1108 1088 .1068 1052 350 1360 1316 1276 1240 1208 11180 1580 11548 1156 1132 1112 1096 1076 1408! 400 1360 11320 1284 1252 1224 1200 1176 1152 1132 1116 11100 450 _ 1360 11324 1292 1264 123611212 1192 1168 1152 1132 1 1116 5 a4IE- X TIME (SECONDS) co LJ W W 3/8"-' X 4"' ANCHOR, SOLTS PER M I UFACTURER --- CONCRETE SLAB FINISHED GRADE 120 VOLT ELECTRI[CAL OUTLET FOR HEAT TAPE- INSTALL HEAT TAPE 0, 1 11'', 0, 11 TfON 4TER BACKFLOW --VENTER IN 'LO RE 3" MIN JL a %Ar VLE51" I %M stANDAW PLAws IMP nAvv, r%A /11.d — 6 IN. DIAMETER PIPE E 0 C > 0 50 100 1 150 200 250 300 350 400 450 1 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 1 988 1068 1148 1228 1248 1192 1144 1104 11072 1044 1020 1484 1564 1484 1408 1344 11292 1248 1208 11172 1144 1116 1700 1608 1532 11464 1408 11360 1316 1280 1248 1216 1192 1700 1624 1560 11504 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 1464 11436 11408 1384 1360 1700 1656 1616 1580 11548 -1496 1516 1484 J..1460 O 11432 1408! — TIME (SECONDS) !q 120 VOLT ELECTRI[CAL OUTLET FOR HEAT TAPE- INSTALL HEAT TAPE 0, 1 11'', 0, 11 TfON 4TER BACKFLOW --VENTER IN 'LO RE 3" MIN JL a %Ar VLE51" I %M stANDAW PLAws IMP nAvv, r%A /11.d R-382921 By: Date: GUY WAS V) IW, 38950 /0 A L EAG 'a — C E 0 C > 0 0 0 D cy LO LLJ Z Z 0- I<-- 0 CN > X CN X. 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