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HomeMy WebLinkAboutR-3706033' C H o� h o aCc GENERAL SEWER AND DRAINAGE NOTES 1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF THE EXISTING SIDE SEWER OR SERVICE DRAIN AT THE POINT OF CONNECTION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE AHJ INSPECTOR AND OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 2. UNLESS NOTED OTHERWISE ON PLANS, PIPE MATERIALS FOR SANITARY SIDE 5. BEDDING FOR PIPES AND STRUCTURES SHALL BE IN ACCORDANCE WITH AHJ STANDARDS AND SPECIFICATIONS. BEDDING MATERIAL FOR PVC PIPE SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS MEASURED BY ASTM D -698. 6. TEES ON NEW PIPE LESS THAN 24" DIAMETER SHALL BE PREFABRICATED. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE CONNECTION. SEE SPECIFICATIONS. 7. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50% UNLESS OTHERWISE INDICATED ON THE PLANS. 8. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY THE AHJ INSPECTOR. 9. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AS APPROVED BY THE AHJ INSPECTOR. 10. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION BETWEEN THE UTILITIES. 11. PROVIDE DUCTILE IRON PIPE SLEEVE WHERE SS, SSS, OR SD PASSES UNDERNEATH OR THROUGH ANY FOOTINGS, STEM WALLS, RETAINING WALLS, OR ROCKERIES. 12. A SEPARATE SEWER /DRAINAGE SIDE SEWER PERMIT FROM THE AHJ IS REQUIRED. AT THE TIME OF APPLYING FOR THIS PROJECT'S SIDE SEWER PERMIT THE APPROVED AHJ PLAN COVER SHEET AND DRAINAGE CONTROL PLAN SET MUST BE PRESENTED WITH PERMIT APPLICATION. 13. PROVIDE FITTINGS, AS REQUIRED, TO CONNECT TO EXISTING UTILITIES IN RIGHT -OF -WAY. 14. PROVIDE SWEEPING TEES OR WYES AT ALL PIPE TO PIPE CONNECTION LOCATIONS. 15. ADJUST RIM ELEVATION OF CATCH BASINS, AREA DRAINS AND CLEANOUT CASTINGS TO MATCH SURROUNDING GRADES, UNLESS OTHERWISE NOTED. 16. COORDINATE CONNECTION OF SANITARY SIDE SEWER WITH MECHANICAL PLANS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. 1 �/Tn tS PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M. STORM DRAINAGE NOTES 1. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED DRAINAGE CONTROL PLAN IN THE APPROVED BUILDING PERMIT PLAN SET, WHICH IS ON FILE WITH THE AHJ. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE AHJ AND THE OWNER'S REPRESENTATIVE. 2. A COPY OF THE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BY THE AHJ AND THE OWNER'S REPRESENTATIVE. 4. CONNECT ALL ROCKERY, WALL, AND BUILDING FOOTING DRAINS TO THE STORM SYSTEM AT A CATCH BASIN UNLESS OTHERWISE NOTED. 5. PROVIDE FOOTING DRAIN CLEANOUTS AT A MAXIMUM 100' ON CENTER AND PROVIDE NO FEWER THAN TWO PER STRUCTURE. COORDINATE LOCATION WITH THE OWNER'S ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT AS -BUILT LOCATION OF INSTALLED CLEANOUTS ON CONTRACTOR'S AS- BUILTS. MAINTAIN AS- BUILTS AS WORK PROGRESSES. 6. ROOF DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM ONE DOWNSPOUT SHALL BE OF 4 -INCH DIAMETER PVC STORM DRAIN. ROOF DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM TWO OR MORE DOWNSPOUTS SHALL BE OF 6 -INCH DIAMETER PVC STORM DRAIN. 7. TYPE 1 AND TYPE 2 CATCH BASIN STRUCTURES PER THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 8. PROVIDE A MINIMUM OF 2.0% SLOPE ON ALL DRAINAGE AND DOWNSPOUT CONNECTION LINES, UNLESS NOTED OTHERWISE. 9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN CATCH BASINS, INLETS AND AREA DRAINS THAT ARE IN OR WITHIN ONE FOOT OF A PAVED AREA. STENCILING SHALL BE IN ACCORDANCE WITH PUBLIC AGENCY STANDARDS. INFILTRATION AND LID FACILITIES PROTECTION NOTES 1. REDIRECT SHEET FLOW, BLOCK DRAIN INLETS AND /OR CURB OPENINGS IN PAVEMENT AND INSTALL FLOW DIVERSION MEASURES TO PREVENT CONSTRUCTION SILT LADEN WATER AND DEBRIS FROM ENTERING EXCAVATIONS AND FINISH SURFACES FOR BIORETENTION FACILITIES AND POROUS PAVEMENTS. 2. WHERE AMENDED SOILS, BIORETENTION FACILITIES, POROUS PAVEMENTS, AND OTHER INFILTRATION FACILITIES ARE INSTALLED, THESE AREAS MUST BE PROTECTED AT ALL TIMES FROM BEING OVER COMPACTED. IF AREAS BECOME COMPACTED, REMEDIATE AND TILL SOIL IN ACCORDANCE WITH OWNER'S GEOTECHNICAL ENGINEER REPRESENTATIVE REQUIREMENTS AT NO ADDITIONAL COST TO OWNER IN ORDER TO RESTORE INFILTRATION. 3. INSTALL FLOW DIVERSION MEASURES OUTSIDE OF THE CRITICAL ROOT ZONE OF TREES TO BE PROTECTED. AT NO TIME SHALL CONSTRUCTION STORMWATER BE DIRECTED TO TREES TO BE PROTECTED. CONSTRUCTION STORMWATER SHALL NOT POND WITHIN A TREE'S CRITICAL ROOT ZONE. WATER SERVICE NOTES 1. ALL MATERIALS FOR WATER DISTRIBUTION SHALL BE NEW. 2. APPLY FOR AND PAY ALL FEES ASSOCIATED WITH OBTAINING NEW WATER SERVICES. COORDINATE WITH CITY OF RENTON. 3. ALL WATER SERVICE PIPING ON PRIVATE PROPERTY MUST BE INSPECTED BY CITY OF RENTON PRIOR TO BACKFILLING TRENCH. 4. COORDINATE CONNECTION OF FIRE AND WATER SERVICES WITH ARCHITECTURAL PLANS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTIONS. 5. FIRE SERVICE SIZING SHOWN ON PLAN FOR DISTRIBUTION LINE IS PRELIMINARY. CONTRACTOR'S FIRE SPRINKLER DESIGNER TO DETERMINE SIZING DISTRIBUTION FOR MAXIMUM FLOW. HORIZONTAL ALIGNMENT OF FIRE SPRINKLER PIPING SHALL BE AS SHOWN ON PLAN. NPDES /ECOLOGY PERMIT NOTES 1. THE CONTRACTOR SHALL APPLY FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM AND STATE WASTE DISCHARGE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDES PERMIT) THROUGH WASHINGTON STATE DEPARTMENT OF ECOLOGY. 2. THE CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO COMPLY WITH ECOLOGY'S BMP'S IN ACCORDANCE WITH NPDES PERMIT. THE CONTRACTOR SHALL ALSO PUBLISH A NOTICE ON TWO SEPARATE DAYS IN THE NEWSPAPER WHICH HAS GENERAL CIRCULATION IN THE COUNTY IN WHICH THE CONSTRUCTION IS TO TAKE PLACE. THE NOTICE MUST ANNOUNCE THAT THE PROJECT IS SEEKING COVERAGE UNDER ECOLOGY'S GENERAL PERMIT. PRE - CONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE OWNER'S PROFESSIONAL ENGINEERING CONSULTANTS OF THE PRE - CONSTRUCTION MEETING TIME AND LOCATION. IF A PRE - CONSTRUCTION MEETING IS NOT REQUIRED, A FIRST GROUND DISTURBANCE MEETING WITH THE OWNER AND CONSULTANT DESIGN TEAM IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY. HORIZONTAL AND VERTICAL CONTROL NOTES* *PROVIDED BY BENCHMARK SURVEYING LLC HORIZONTAL DATUM: NAD 1983/91 UTILIZING CITY OR RENTON MONUMENTS NO. 58 AND 1843 ON NE 12TH ST. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK CONTROLLING BENCHMARK: CITY OF RENTON MONUMENT NO. 57: 3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS)+ BENCHMARKS: SITE BENCHMARK NO. 1: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF KIRKLAND AVE. NE & NE 15TH ST. ELEVATION = 376.12 SITE BENCHMARK NO. 2: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF KIRKLAND AVE. NE & NE 16TH ST. ELEVATION = 379.91 ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) AN AUTOCAD ®2010 FILE (IN 2D) WILL BE PROVIDED TO THE CONTRACTOR FOR HORIZONTAL LAYOUT OF CIVIL UTILITIES (STORM. SEWER. AND WATER). GRADING CONTOURS. STRIPING. LANDSCAPING. AND SPOT ELEVATIONS AND /OR PAVING (WALKS. DRIVES. CURBS) SHOWN ON PLAN VIEW OF THESE SHEETS. PRIOR TO RELEASE OF AUTOCAD FILE, CONTRACTOR WILL BE REQUIRED TO SIGN AN ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM FROM SvR DESIGN COMPANY. PLEASE NOTIFY PROJECT CONTACT AT SvR DESIGN COMPANY AT (206) 223 -0326 FOR A COPY OF THE EITA FORM. SEWER (SSS) AND SERVICE DRAIN (SD) SHALL BE PVC PIPE AND FITTINGS 6 Date: 0 13 PER ASTM D3034, SDR35 WITH RUBBER GASKET JOINTS. Date: a 3. DUCTILE IRON PIPE SHALL BE PER ANSI A21.51 CLASS 50 WITH PUSH -ON z JOINTS. FITTINGS FOR DUCTILE IRON PIPE SHALL BE DUCTILE PER ANSI A21.10 OR ANSI A21.53 WITH PUSH -ON JOINTS. GLANDS ON MECHANICAL JOINT PIPE AND FITTINGS SHALL BE DUCTILE. 0 o= 0 4. PIPES WITH LESS THAN 18" COVER SHALL BE DUCTILE IRON PIPE. ROOF DOWNSPOUT TIGHTLINES AND BUILDING FOOTING DRAINS ARE EXCEPTIONS TO THIS REQUIREMENT AND MAY HAVE A MINIMUM OF 12 INCHES OF COVER UNLESS NOTED OTHERWISE ON PLANS. 5. BEDDING FOR PIPES AND STRUCTURES SHALL BE IN ACCORDANCE WITH AHJ STANDARDS AND SPECIFICATIONS. BEDDING MATERIAL FOR PVC PIPE SHALL BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS MEASURED BY ASTM D -698. 6. TEES ON NEW PIPE LESS THAN 24" DIAMETER SHALL BE PREFABRICATED. TEES ON EXISTING PIPE OR ON NEW PIPE WITHOUT PREFABRICATED TEES SHALL BE CONNECTED BY CORE DRILLING AND FLEXIBLE CONNECTION. SEE SPECIFICATIONS. 7. TEES, CATCH BASIN CONNECTIONS, SIDE SEWERS, AND SERVICE DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 50% UNLESS OTHERWISE INDICATED ON THE PLANS. 8. SERVICE DRAINS AND SIDE SEWERS SHALL BE CONNECTED OR RECONNECTED AS APPROVED BY THE AHJ INSPECTOR. 9. RELAY EXISTING SERVICE DRAINS AND SIDE SEWERS TO CLEAR OVER OR UNDER THE NEW UTILITY AS APPROVED BY THE AHJ INSPECTOR. 10. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, POLYETHYLENE PLASTIC FOAM SHALL BE PLACED AS A CUSHION BETWEEN THE UTILITIES. 11. PROVIDE DUCTILE IRON PIPE SLEEVE WHERE SS, SSS, OR SD PASSES UNDERNEATH OR THROUGH ANY FOOTINGS, STEM WALLS, RETAINING WALLS, OR ROCKERIES. 12. A SEPARATE SEWER /DRAINAGE SIDE SEWER PERMIT FROM THE AHJ IS REQUIRED. AT THE TIME OF APPLYING FOR THIS PROJECT'S SIDE SEWER PERMIT THE APPROVED AHJ PLAN COVER SHEET AND DRAINAGE CONTROL PLAN SET MUST BE PRESENTED WITH PERMIT APPLICATION. 13. PROVIDE FITTINGS, AS REQUIRED, TO CONNECT TO EXISTING UTILITIES IN RIGHT -OF -WAY. 14. PROVIDE SWEEPING TEES OR WYES AT ALL PIPE TO PIPE CONNECTION LOCATIONS. 15. ADJUST RIM ELEVATION OF CATCH BASINS, AREA DRAINS AND CLEANOUT CASTINGS TO MATCH SURROUNDING GRADES, UNLESS OTHERWISE NOTED. 16. COORDINATE CONNECTION OF SANITARY SIDE SEWER WITH MECHANICAL PLANS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTION. 1 �/Tn tS PORTION OF: SE 1/4 & NE 1/4 OF THE SW 1/4, SECTION 04, T. 23 N., R. 05 E., W.M. STORM DRAINAGE NOTES 1. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED DRAINAGE CONTROL PLAN IN THE APPROVED BUILDING PERMIT PLAN SET, WHICH IS ON FILE WITH THE AHJ. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE AHJ AND THE OWNER'S REPRESENTATIVE. 2. A COPY OF THE APPROVED DRAINAGE CONTROL PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. ALL REQUIRED STORM WATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO CONSTRUCTION OF IMPERVIOUS SURFACING UNLESS OTHERWISE APPROVED BY THE AHJ AND THE OWNER'S REPRESENTATIVE. 4. CONNECT ALL ROCKERY, WALL, AND BUILDING FOOTING DRAINS TO THE STORM SYSTEM AT A CATCH BASIN UNLESS OTHERWISE NOTED. 5. PROVIDE FOOTING DRAIN CLEANOUTS AT A MAXIMUM 100' ON CENTER AND PROVIDE NO FEWER THAN TWO PER STRUCTURE. COORDINATE LOCATION WITH THE OWNER'S ARCHITECT AND ENGINEER. CONTRACTOR SHALL DOCUMENT AS -BUILT LOCATION OF INSTALLED CLEANOUTS ON CONTRACTOR'S AS- BUILTS. MAINTAIN AS- BUILTS AS WORK PROGRESSES. 6. ROOF DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM ONE DOWNSPOUT SHALL BE OF 4 -INCH DIAMETER PVC STORM DRAIN. ROOF DOWNSPOUT TIGHTLINES CONVEYING STORMWATER FROM TWO OR MORE DOWNSPOUTS SHALL BE OF 6 -INCH DIAMETER PVC STORM DRAIN. 7. TYPE 1 AND TYPE 2 CATCH BASIN STRUCTURES PER THE CITY OF RENTON STANDARD PLANS AND SPECIFICATIONS. 8. PROVIDE A MINIMUM OF 2.0% SLOPE ON ALL DRAINAGE AND DOWNSPOUT CONNECTION LINES, UNLESS NOTED OTHERWISE. 9. PROVIDE STORM DRAIN STENCILING IN PAVEMENT AT ALL STORM DRAIN CATCH BASINS, INLETS AND AREA DRAINS THAT ARE IN OR WITHIN ONE FOOT OF A PAVED AREA. STENCILING SHALL BE IN ACCORDANCE WITH PUBLIC AGENCY STANDARDS. INFILTRATION AND LID FACILITIES PROTECTION NOTES 1. REDIRECT SHEET FLOW, BLOCK DRAIN INLETS AND /OR CURB OPENINGS IN PAVEMENT AND INSTALL FLOW DIVERSION MEASURES TO PREVENT CONSTRUCTION SILT LADEN WATER AND DEBRIS FROM ENTERING EXCAVATIONS AND FINISH SURFACES FOR BIORETENTION FACILITIES AND POROUS PAVEMENTS. 2. WHERE AMENDED SOILS, BIORETENTION FACILITIES, POROUS PAVEMENTS, AND OTHER INFILTRATION FACILITIES ARE INSTALLED, THESE AREAS MUST BE PROTECTED AT ALL TIMES FROM BEING OVER COMPACTED. IF AREAS BECOME COMPACTED, REMEDIATE AND TILL SOIL IN ACCORDANCE WITH OWNER'S GEOTECHNICAL ENGINEER REPRESENTATIVE REQUIREMENTS AT NO ADDITIONAL COST TO OWNER IN ORDER TO RESTORE INFILTRATION. 3. INSTALL FLOW DIVERSION MEASURES OUTSIDE OF THE CRITICAL ROOT ZONE OF TREES TO BE PROTECTED. AT NO TIME SHALL CONSTRUCTION STORMWATER BE DIRECTED TO TREES TO BE PROTECTED. CONSTRUCTION STORMWATER SHALL NOT POND WITHIN A TREE'S CRITICAL ROOT ZONE. WATER SERVICE NOTES 1. ALL MATERIALS FOR WATER DISTRIBUTION SHALL BE NEW. 2. APPLY FOR AND PAY ALL FEES ASSOCIATED WITH OBTAINING NEW WATER SERVICES. COORDINATE WITH CITY OF RENTON. 3. ALL WATER SERVICE PIPING ON PRIVATE PROPERTY MUST BE INSPECTED BY CITY OF RENTON PRIOR TO BACKFILLING TRENCH. 4. COORDINATE CONNECTION OF FIRE AND WATER SERVICES WITH ARCHITECTURAL PLANS. PROVIDE FITTINGS AS REQUIRED TO MAKE CONNECTIONS. 5. FIRE SERVICE SIZING SHOWN ON PLAN FOR DISTRIBUTION LINE IS PRELIMINARY. CONTRACTOR'S FIRE SPRINKLER DESIGNER TO DETERMINE SIZING DISTRIBUTION FOR MAXIMUM FLOW. HORIZONTAL ALIGNMENT OF FIRE SPRINKLER PIPING SHALL BE AS SHOWN ON PLAN. NPDES /ECOLOGY PERMIT NOTES 1. THE CONTRACTOR SHALL APPLY FOR THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM AND STATE WASTE DISCHARGE GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY (NPDES PERMIT) THROUGH WASHINGTON STATE DEPARTMENT OF ECOLOGY. 2. THE CONTRACTOR SHALL SUBMIT A NOTICE OF INTENT TO COMPLY WITH ECOLOGY'S BMP'S IN ACCORDANCE WITH NPDES PERMIT. THE CONTRACTOR SHALL ALSO PUBLISH A NOTICE ON TWO SEPARATE DAYS IN THE NEWSPAPER WHICH HAS GENERAL CIRCULATION IN THE COUNTY IN WHICH THE CONSTRUCTION IS TO TAKE PLACE. THE NOTICE MUST ANNOUNCE THAT THE PROJECT IS SEEKING COVERAGE UNDER ECOLOGY'S GENERAL PERMIT. PRE - CONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE - CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE OWNER'S PROFESSIONAL ENGINEERING CONSULTANTS OF THE PRE - CONSTRUCTION MEETING TIME AND LOCATION. IF A PRE - CONSTRUCTION MEETING IS NOT REQUIRED, A FIRST GROUND DISTURBANCE MEETING WITH THE OWNER AND CONSULTANT DESIGN TEAM IS REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITY. HORIZONTAL AND VERTICAL CONTROL NOTES* *PROVIDED BY BENCHMARK SURVEYING LLC HORIZONTAL DATUM: NAD 1983/91 UTILIZING CITY OR RENTON MONUMENTS NO. 58 AND 1843 ON NE 12TH ST. VERTICAL DATUM: NAVD 88 PER CITY OF RENTON CONTROL NETWORK CONTROLLING BENCHMARK: CITY OF RENTON MONUMENT NO. 57: 3" BRASS DISC W/ "X" IN CASE AT INT. OF NE 12TH ST. & EDMONDS AVE. NE. ELEVATION = 326.43' (99.496 METERS)+ BENCHMARKS: SITE BENCHMARK NO. 1: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF KIRKLAND AVE. NE & NE 15TH ST. ELEVATION = 376.12 SITE BENCHMARK NO. 2: FOUND & ACCEPTED PK NAIL AT THE INTERSECTION OF KIRKLAND AVE. NE & NE 16TH ST. ELEVATION = 379.91 ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) AN AUTOCAD ®2010 FILE (IN 2D) WILL BE PROVIDED TO THE CONTRACTOR FOR HORIZONTAL LAYOUT OF CIVIL UTILITIES (STORM. SEWER. AND WATER). GRADING CONTOURS. STRIPING. LANDSCAPING. AND SPOT ELEVATIONS AND /OR PAVING (WALKS. DRIVES. CURBS) SHOWN ON PLAN VIEW OF THESE SHEETS. PRIOR TO RELEASE OF AUTOCAD FILE, CONTRACTOR WILL BE REQUIRED TO SIGN AN ELECTRONIC INFORMATION TRANSFER AGREEMENT (EITA) FORM FROM SvR DESIGN COMPANY. PLEASE NOTIFY PROJECT CONTACT AT SvR DESIGN COMPANY AT (206) 223 -0326 FOR A COPY OF THE EITA FORM. R=370603 PLEASE king Day 811 BEFORE YOU DIG PERMIT CORRECTIONS 7/11/1 E PERMIT CORRECTIONS 9 30 1 BENCHMARK AS NOTED rm loea Q, RHA KIRKLAND AVENUE DESIGN COMPANYD 1C PERMIT CORRECTIONS 10/23/13 RM CITY OF TOWNHOMES 1105 SECOND AVE. SUITE 200 RENTON dz RENTON, WA 98056 SEATTLE. WA 98101 ars Eta DATUM aEa x e Planning /Building /Public Works Dept. 20.223.0326 P 20.223.0125 pB NOTES wwwsvrdesigu.cOm NO. REVISION BY DATE APPR srA�.m �"'c'KC0R0M'r //pp ,Q q C.� / SECT VA' ?�75G/�=5 T U w cr CC O Lu 31.2 CITY OF RENTON Approved by: 6 6 Date: 0 13 Approved by: D Date: Approved by: D Date: Approved by: D Date: 3 PLEASE king Day 811 BEFORE YOU DIG PERMIT CORRECTIONS 7/11/1 E PERMIT CORRECTIONS 9 30 1 BENCHMARK AS NOTED rm loea Q, RHA KIRKLAND AVENUE DESIGN COMPANYD 1C PERMIT CORRECTIONS 10/23/13 RM CITY OF TOWNHOMES 1105 SECOND AVE. SUITE 200 RENTON dz RENTON, WA 98056 SEATTLE. WA 98101 ars Eta DATUM aEa x e Planning /Building /Public Works Dept. 20.223.0326 P 20.223.0125 pB NOTES wwwsvrdesigu.cOm NO. REVISION BY DATE APPR srA�.m �"'c'KC0R0M'r //pp ,Q q C.� / SECT VA' ?�75G/�=5 T U w cr CC O Lu 31.2