No preview available
HomeMy WebLinkAbout03820 - Technical Information Report - Design PlansDESIGN FINAL PLANS The following plans were submitted with the Technical Information Report ADWALL SD SD C/L OF R/W o' C/L OF RD 60' DEED REC. NO. 1035005 DATED 12/29/1915 so 1/4, SW 1/4, SEC. 05, T. 23 N., R.OS E., W.M. ON° N• / KING COUNTY, WASHINGTON SrC I C2 Q AR & CAP 635" R=1544.70' 0 =06'38'45" L=179.17' 4.5' R.O. W DEDICOFATION TO THE CITY 806 SF BM RETAINING WALL TYP 15' PUGET POWER EASEMENT O. 8403260623 SSMH 54" - SSP RIM=40. 70' I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' Know what's below. CaII before you dig. GUY POE UTILITY CONFLICT NOTE: I --CAUTION: IIHE 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 915 HEARINGEXAMINERS CONDITIONS: 1. THE APPLICANT SHALL COMPLY WITH THE SIX MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED MARCH 16, 2015. 2. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN DEPICTING SIGNIFICANT LANDSCAPING ALONG THE STREET FRONTAGE, WITH PLANTERS ADJACENT TO THE BUILDING OR WITHIN COMMON OPEN SPACES, AND ROOF PATIO SCREENS. 3. THE APPLICANT SHALL PROVIDE A DETAILED PLAN IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR SURFACE AND ROOF MOUNTED EQUIPMENT. THE SCREENING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 4. THE PROPOSAL SHALL BE REVISED TO INCLUDE AN ADDITIONAL 285 SQUARE FEET OF AREA DEDICATED TO REFUSE AND RECYCLABLES. ALTERNATIVELY, THE APPLICANT MAY REQUEST AN ADMINISTRATIVE MODIFICATION, PURSUANT TO RMC 4-9-250, IN ORDER TO REDUCE THE SQUARE FOOTAGE REQUIRED. THE REVISED FLOOR PLAN OR ADMINISTRATIVE MODIFICATION REQUEST SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 5. THE APPLICANT SHALL BE REQUIRED TO DEMONSTRATE THERE IS ADEQUATE AREA FOR REFUSE PICKUP WITHIN THE PARKING STRUCTURE WHICH MAY REQUIRE THE RELOCATION OF A PARKING STALL(S). THE REVISED FLOORPLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 6. THE APPLICANT SHALL BE REQUIRED TO REVISE THE PARKING PLAN TO INCLUDE A TOTAL OF 105 STALLS AND THE FOLLOWING: RELOCATION OF PROPOSED STALLS WHICH WOULD PRECLUDE REFUSE AND RECYCLE PICKUP; THE PROVISION OF ADEQUATE ADA ACCESSIBLE PARKING STALLS; AND THE REPLACEMENT OF TANDEM PARKING SPACES WITH DIRECT ACCESS STALLS. THE REVISED PARKING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7. THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN DEPICTING A 4.5 FOOT (SUBJECT TO A FINAL SURVEY) RIGHT-OF-WAY DEDICATION ALONG LAKE WASHINGTON BLVD N. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 8. A REVISED GEOTECHNICAL REPORT SHALL BE SUBMITTED PRIOR TO ENGINEERING PERMIT APPROVAL NOTING PROPOSED IMPACTS TO STEEP SLOPES AND ANY CHANGES IN RECOMMENDATIONS ACCORDINGLY. THE GEOTECHNICAL REPORT WOULD ALSO BE REQUIRED TO INCLUDE INFORMATION REGARDING THE STABILITY FOR SOIL INFILTRATION, WITH RECOMMENDATIONS OF APPROPRIATE FLOW CONTROL BMP OPTIONS. IF INFILTRATION IS PROPOSED, THEN FALLING HEAD PERMEABILITY RATES ARE REQUIRED TO BE PROVIDED. 9. THE APPLICANT SHALL SUBMIT A DETAILED COMMON OPEN SPACE/PLAZA PLAN WHICH INCLUDES SPECIFICATIONS FOR PEDESTRIAN AMENITIES THAT ADD TO THE PEDESTRIAN EXPERIENCE AND HUMAN SCALE INTENDED FOR THE DEVELOPMENT. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 10. THE APPLICANT SHALL SUBMIT A REVISED ELEVATION DEPICTING SOME RECESS DEPTH FOR EACH WINDOW, IN WHICH THE HVAC UNIT IS ABUTTED DIRECTLY BELOW THE WINDOW AND WITHIN A FRAME THAT GIVES THE APPEARANCE THAT IT'S AN INTEGRATED WINDOW SYSTEM. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 11. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS DEPICTING ADDED ARCHITECTURAL DETAILING ELEMENTS ALONG THE GROUND FLOOR OF THE LAKE WASHINGTON BLVD N FACADE. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 12. THE APPLICANT SHALL INCREASE THE PITCH OF THE SHED ROOF ELEMENT IN ORDER TO STRENGTHEN THE BUILDING DESIGN TO THE SATISFACTION OF THE CURRENT PLANNING PROJECT MANAGER. REVISED ELEVATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 13. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FOLLOWING: GUARDRAILS, FACADE TREATMENTS, RETAINING WALLS, RAISED PLANTERS, METAL SCREENS, SUNSHADES, WINDOWS/FRAMES, AND COLUMNS. ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, INTEGRALLY COLORED CONCRETE MASONRY, PRE -FINISHED METAL, STONE, STEEL, GLASS, CAST -IN-PLACE CONCRETE, OR OTHER SUPERIOR MATERIALS APPROVED AT THE DISCRETION OF THE ADMINISTRATOR. 14. THE APPLICANT SHALL BE REQUIRED TO SUBMIT A CONCEPTUAL SIGN PACKAGE WHICH INDICATES THE APPROXIMATE LOCATION OF ALL EXTERIOR BUILDING SIGNAGE. PROPOSED SIGNAGE SHALL BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES AND CONTRIBUTES TO THE CHARACTER OF THE DEVELOPMENT. THE CONCEPTUAL SIGN PACKAGE SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 15. THE APPLICANT SHALL PROVIDE A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES; AT THE TIME OF BUILDING PERMIT REVIEW. PEDESTRIAN SCALE AND DOWNLIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT, UNLESS ALTERNATIVE PEDESTRIAN SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY OR IS SPECIFICALLY LISTED AS EXEMPT FROM PROVISIONS LOCATED IN RMC 4-4-075 LIGHTING, EXTERIOR ON-SITE. 16. THE APPLICANT SHALL SUBMIT BICYCLE PARKING DETAIL DEMONSTRATING COMPLIANCE WITH THE BICYCLE REQUIREMENTS OUTLINED IN RMC 4-4-080F.11.0 FOR FIXED STRUCTURES. THE BICYCLE PARKING DETAIL SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 17. THE APPLICANT SHALL SUBMIT A REVISED DRAINAGE REPORT AND PLAN IN COMPLIANCE WITH CORE REQUIREMENT NO. 1. SPECIFICALLY, THE APPLICANT WOULD BE REQUIRED TO REDESIGN THE DISCHARGE OF STORMWATER FROM THE SUBJECT SITE TO THE NATURAL DISCHARGE LOCATION TO THE SOUTH. A DETENTION VAULT OR DOWNSTREAM CAPACITY IMPROVEMENTS WOULD BE REQUIRED IF THE DOWNSTREAM CAPACITY IS NOT ADEQUATE AND/OR THE DIRECT DISCHARGE EXEMPTION CRITERIA IS NOT MET. 18. THE TIA SHALL BE REVISED TO INCLUDE A DETAILED TABLE FOR EACH PIPELINE PROJECT. THE REVISED TIA SHALL BE SUBMITTED TO THE PLAN REVIEWER PRIOR TO ENGINEERING PERMIT APPROVAL. 19. THE APPLICANT SHALL REVISE THE TRANSPORTATION STUDY PRIOR TO ENGINEERING PERMIT APPROVAL TO CHANGE THE HORIZON YEAR TO THE YEAR THAT THE PROJECT WILL BE CONSTRUCTED (CURRENTLY PROPOSED FOR 2016). THE APPLICANT SHALL SUBMIT A REVISED TIA WHICH INCLUDES A DISCUSSION OF THE AM PEAK HOUR TRIPS AND/OR A JUSTIFICATION FOR THE EXCLUSION OF THE AM PEAK HOUR TRIPS FROM THE ANALYSIS. THE REVISED IA SHALL BE SUBMITTED TO, AND APPROVE BY, THE PLAN REVIEWER PRIOR TO ENGINEERING PERMIT APPROVAL. SEPA CONDITIONS. 1. THE APPLICANT SHALL PROVIDE AN UPDATED GEOTECHNICAL REPORT FROM EARTH SOLUTIONS NORTHWEST (ESNW) INCLUDING A REEVALUATION AND SPECIFIC RECOMMENDATIONS TO ADDRESS GROUNDWATER CONDITIONS RELATED TO EXCAVATION AND PERMANENT SUB -SLAB DRAINAGE. THE UPDATED REPORT SHALL BE SUBMITTED TO, AND APPROVED BY THE PLAN REVIEWER, PRIOR TO FINAL ENGINEERING APPROVAL. THE UPDATED REPORT MAY BE SUBJECT TO INDEPENDENT PEER REVIEW AT THE DISCRETION OF THE PLAN REVIEWER AND AT THE EXPENSE OF THE APPLICANT. 2. THE APPLICANT SHALL COMPLY WITH ALL DESIGN RECOMMENDATIONS INCLUDED WITHIN THE GEOTECHNICAL REPORT, PREPARED BY EARTH SOLUTIONS NORTHWEST, AS REVISED/UPDATED AND APPROVED BY THE PLAN REVIEWER AS PART OF THE ENGINEERING PERMIT APPROVAL. 3. THE APPLICANT SHALL CONTRACT WITH A GEOTECHNICAL ENGINEER IN ORDER TO VERIFY THAT THE EARTHWORK, FOUNDATION AND OTHER RECOMMENDATIONS HAVE BEEN PROPERTY INTERPRETED AND IMPLEMENTED IN THE DESIGN AND ENGINEERING PLAN DOCUMENTS. GEOTECHNICAL MONITORING SERVICES SHALL ALSO BE PROVIDED DURING CONSTRUCTION COVERING INSPECTIONS AS RECOMMENDED IN THE GEOTECHNICAL REPORT. 4. A PRORATED SHARE OF THE TRAFFIC SIGNAL AND ROADWAY IMPROVEMENT COSTS (CURRENTLY BEING CONSTRUCTED BY SECO DEVELOPMENT) SHALL BE COLLECTED FROM THE PROPOSED PROJECT BASED UPON THE RATIO OF NUMBER OF TRIPS THAT WILL BE ADDED BY THE PROJECT TO THE NUMBER OF FUTURE BASELINE TRIPS AT THE SOUTHPORT/GENE COULON PARK ENTRANCE /LAKE WASHINGTON BLVD N INTERSECTION. SHOULD SECO ESTABLISH A STREET AND UTILITY LATECOMERS AGREEMENT THESE FUNDS COULD BE USED TO REIMBURSE THE COST OF THESE ROADWAY IMPROVEMENTS IN THE AMOUNT ESTABLISHED BY SUCH AN AGREEMENT. THE FEE WILL BE BASED ON (NEW PM PEAK HOUR TRIPS) / (TOTAL PM PEAK HOUR TRIPS) X (COST OF NEW SIGNAL AND IMPROVEMENTS). THE FEE SHALL BE PAID PRIOR TO FINAL OCCUPANCY. 5. THE APPLICANT SHALL CREATE A PUBLIC OUTREACH PLAN IN COORDINATION WITH CITY OF RENTON STAFF TO COMMUNICATE WITH ROAD USERS, THE GENERAL PUBLIC, AREA RESIDENCES AND BUSINESSES, AND APPROPRIATE PUBLIC ENTITIES ABOUT PROJECT INFORMATION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY EFFECTS OF THE WORK ZONE. THE PUBLIC OUTREACH PLAN SHALL BE SUBMITTED TO, AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL. 6. THE APPLICANT SHALL PROVIDE A SURETY DEVICE, IN AN AMOUNT SUFFICIENT, TO PROVIDE PEDESTRIAN IMPROVEMENTS BETWEEN THE SITE AND THE LAKE WASHINGTON BLVD AT GENE COULON PARK ENTRANCE/HOUSER WAY INTERSECTION. THE SURETY DEVICE SHALL BE PROVIDED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ENGINEERING PERMIT APPROVAL AND SHALL BE HELD FOR TWO YEARS FROM THE DATE OF RECEIPT. IF THE PEDESTRIAN CONNECTION IS CONSTRUCTED AS PART OF THE DEVELOPMENT OF THE ABUTTING PARCEL TO THE SOUTH, THE PROVIDED SURETY DEVICE WILL BE RELEASED. IF THE PEDESTRIAN CONNECTION IS NOT CONSTRUCTED PRIOR TO THE TERMINATION OF THE TWO YEAR PERIOD, THE FUNDS WILL BE RELEASED TO THE CITY OF RENTON FOR THE CONSTRUCTION OF THE PEDESTRIAN CONNECTION. LEGA CYRENTON SCALE: 1" = 20' 20 10 0 20 SITE AREA.. 57,000 SF (1.31 Ac) PROJECT DISTURBANCE AREA = 42,534 SF 40 UTILITYAND SERVICE PROVIDERS CABLE TV• FIRE DISTRICT; COMCAST 4020 AUBURN WAY NORTH PO BOX 1048 AUBURN, WA 98002 SCHOOL DISTRICT.. RENTON SCHOOL DISTRICT #403 300 SW 7TH ST. RENTON, WA 98055 PHONE: (425) 204-2300 WATER AND SEWER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98055 KING COUNTY FIRE DISTRICT #37: EAST KENT 24611 116TH AVE S.E. KENT, WA 98030 PHONE: (253) 859-3322 POWER AND GAS: PUGET SOUND ENERGY 10885 NE 4TH STREET P.O. BOX 97034 BELLEVUE, WA 98009-9734 TELEPHONE: QWEST COMMUNICATIONS 450 110TH AVE. NE PREMIS BUREAU, 4TH FLOOR BELLEVUE, WA 98003 IMPERVIOUS AREA BREAKDOWN TOTAL IMPERVIOUS AREA BEFORE PROJECT NET NEW IMPERVIOUS DUE TO PROJECT TOTAL IMPERVIOUS SURFACE AREA AFTER PROJECT = 1,642 SF = 25.324 SF = 25,324 SF SHEET INDEX C1.0 COVER SHEET C1.1 STANDARD PLAN, NOTES & LEGEND C1.2 EXISTING FEATURES MAP C2.0 TESC PLAN C2.1 TESC DETAILS C3.0 GRADING PLAN C3.1 GRADING PLAN C4.0 ROAD & DRAINAGE PLAN C4.1 DRAINAGE PLAN C4.2 DETENTION PLAN AND DETAILS C4.3 OFFSITE DRAINAGE PLAN & PROFILE C5.0 FRONTAGE IMPROVEMENTS C5.1 DETAILS C6.0 UTILITY PLAN C6.1 UTILTIY DETAILS L1 -L11 LANDSCAPE & TREE RETENTION PLAN Jones Ave NE Highla rids Christian School I W '▪ 1 N 5 E Monterey Ave NE NE Z�th St z it NE1fith St Camas Ave NE off. NE13thPA, I+tE 12th St d• II 11 Edmonds Ave TV NE 10th PI NE9thP1 VICINITY MAP SCALE: 1"=2000' NL 9th St hPI L m T . • ht igh lei 58' ENGINEER INSIGHT ENGINEERING COMPANY P.O. BOX 1478 EVERETT WA 98206 CONTACT: SANTHOSH MOOLAYIL (425) 303-9363 FAX (425) 303-9362 SURVEYOR AS P.1. LAND SURVEYING 4532-B EVERGREEN WAY EVERETT WA 98203 CONTACT: HARLEY C. PAWLEY, P.L.S. (425) 252-1884 FAX (425) 339-0269 ARCHITECT / CONTACT CLARK DESIGN GROUP 169 WESTERN AVE. W. SEATTLE, WA 98119 CONTACT: LAUREN NESTRUD (206) 782-8208 APPLICANT / OWNER LEGACY HOSPITALITY, INC. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT: FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON; EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 4655599. EQUIPMENT AND PROCEDURE BASIS OF BEARING: N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. DATUM: NAVD 88 CITY OFRENTON BM CITY OF RENTON BENCHMARK NUMBER 2117. 3 1/2" BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORTH ENTRANCE OF COULON PARK. EL=37.25' BM INVERT ELEVATION OF THE NORTH 8" PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 322206 DATED 05/02/2006. SSMH IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST PROPERTY CORNER AND +/- 10.0' WEST OF THE EAST RIGHT OF WAY LINE. EL=34.27' CITY OF RENTON APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY:: DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 REV. NO. DESCRIPTION INITIALS DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 1 "=20' COVER SHEET JOB NO.: 13-0623 SHEET C1.0 EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTTS- SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLANS) SHALL BE CLEARLY FLAGGED BY SURBEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACITLITIES MUST BE CONSTRUCTED AND IN OPERTAION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. 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, REPLACEMENTS AND ADDITIONS TO EROSION/SEDIMENT CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THIS DRAWING ARE INTENDED TO 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 FACILTIES 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 THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPE, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS, THAT WILL NOT BE DISTRUBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORAY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTRUBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ON WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. Know what's below. CaII before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. SEASONAL CLEARING AND GRADING NOTES: APPLICABLE FROM OCTOBER 1 THROUGH APRIL 30. 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED WITHIN THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON, OCTOBER 1 TO MARCH 31. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. GENERAL NOTES: 1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERMIT CONDITIONS, THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS), WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO KING COUNTY. 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND ENVIRONMENTAL SERVICES (DDES) ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DDES'S LAND USE INSPECTION SECTION, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE DDES'S LAND USE INSPECTION SECTION THREE DAYS PRIOR TO CONSTRUCTION. 9. DATUM SHALL BE KCAS UNLESS OTHERWISE APPROVED BY DDES. 10. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL UNDERDRAIN SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, 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 CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC CONTROL PLAN IS APPROVED BY KING COUNTY. DRAINAGE NOTES: 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO DDES PRIOR TO THE CONSTRUCTION OF THE DRAINAGE FACILITIES, PREFERABLY AT THE PRECONSTRUCTION MEETING. SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING "OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY", EXCEPT THAT PRIVATE DRAINAGE SYSTEMS SHALL NOT HAVE THE WORDS "PROPERTY OF KING COUNTY". 6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS TO MATCH THE SIDE SLOPE KCRS. 7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8'/40%-70% PASSING; 2"- 4" ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS. 8. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS AND, IF NON-METALLIC, THE PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE DETECTION. D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO THE UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. 9. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY. 11. IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITIES ARE "IN OPERATION", (KCC 9.04) 12. ONLY VAINED GRATES SHALL BE USED ON CATCH BASINS WITHIN THE ROAD FLOWLINE. WATER PLAN GENERAL NOTES: KING COUNTY, WASHINGTON SANITARY SEWER NOTES AND SPECIFICATIONS: THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTERWATER 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 PL4NS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNNLESS OTHERWISE APPROVED IN WRITING BY THE PL4NNING/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 REQUIED 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 INSPECTORS 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OF CONSTRUCTIONAND FOR THE SAFETY OF WORKS AND OTHER 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 AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHTLY 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 CORSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 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 METERES UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTRUBED 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 PL4NNING/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 WEL 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 POLYVINLY 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 FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 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 ATTHE JOB SITE WHENEVER CONSTRUCTION I5 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 C11O/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 VERTICALAND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES., AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 P51 ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 P51 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. SURFACE WATER STANDARD PLAN NOTES AND EXAMPLE OF CONSTRUCTION SEQUENCE SURFACE WATER STANDARD NOTES: 1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVAL PLANS, WHICH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLIANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIOS THAT ARE NOT SHOWN ON THESE APPROVED PL4NS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. 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. 14. 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. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 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", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS: 4-8 INCH ROCK/ 40-70 PASSING; 2-4 INCH ROACK/ 30-40% PASSING; AND LESS THAN 2 INCH ROCK/ 10-20% PASSING. 21. 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. 22. DRAINAGE OUTLETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SUCURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. SOTRM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUPM DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROFF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/R 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. 26. 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. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEM DIVISON. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). LEGEND -Y- EXISTING MONUMENT (AS SHOWN) �Oa SECTION 1/4 CORNER NOT FOUND SECTION CORNER NOT FOUND • FOUND REBAR/CAP OR I.P. (IRON PIPE) (DATE) (C) (0) (M) TBR P.O.W. P.O.B. CLF WDF W. S. EOP BOW 1 CB -0- GP ❑ WM WV MB CALCULATED PLAT MEASURED TO BE REMOVED RIGHT-OF-WAY POINT OF BEGINNING CENTERLINE CHAIN LINK FENCE WOOD FENCE WATER SURFACE EDGE OF PAVEMENT BACK OF WALK STORM DRAIN CATCH BASIN (CB) STORM DRAIN MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) SANITARY SEWER CLEAN OUT (CO) POWER POLE GUY POLE WATER METER WATER VALVE MAILBOX UTILITY POLE ANCHOR FIRE HYDRANT (2 NOZZLE) TYPE I NGPA SIGN o-0 FIRE DEPARTMENT CONNECTION PROPOSED WATER X PROPOSED SANITARY SEWER PROPOSED STORM DRAINAGE PROPERTY LINE X EXISTING FENCE LINE XXX VV/� COR STD TBR DDCVA DI YD CO LOPE EDGE OF PAVEMENT EXISTING CONTOURS PROPOSED CONTOURS PRE-EXISTING DRAINAGE PATTERN OVER 40% SLOPE AREAS CITY OF RENTON STANDARD PLAN TO BE REMOVED DOUBLE DETECTOR CHECK VALVE DUCTILE IRON PIPE YARD DRAIN CLEAN OUT CORRUGATED POLYETHYLENE PIPE CITY OF RENTON APPROVED BY:: DATE: APPROVED BY. DATE: APPROVED BY: DATE: HMO= EHCEG`�C C G30Cn]e, C�Oo P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 2ND BUILDING REVIEW BOK 08-19-2015 1 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BOK INITIALS 04-06-2015 DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME ' DESIGNED BY: DATE: SCALE: 130623-FINAL.DWG JRC 11-04-2013 1"=20' STANDARD PLAN AND NOTES JOB NO.: 13-0623 SHEET C1.1 CONC STORM STRUCTURE WITH GRATE RIM 28.5 (P ' K) TO 26.8 IE 24" C P W=25.80 IE 24" CMP E=25.64 SD SD D IE 15" CPEP=39.55 CONC HEADWALL 50' SD IE 24" CMP W=28.3 Know what's below. CaII before you dig. SD 3 SO CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. I.E.=52.40 N 1.0 0 / SO 48" TYPE II SDMH RIM=57.67 6'PVC NE=53.91 8"PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 �Mo 14, SW 1/4, SEC. 05, T. 23 N., RMF., W.M. KING COUNTY, WASHINGTON CO SE VAULT ACCESS RIM 54.53 8" PVC NE/ CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 30' 0_ VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 SD CLEANOUT RIM 61.45 UNABLE TO OPEN 0_ / / /// `r �IN�23 i I I l i 1 1 1 i 1 1 IJJ �I1 1 I ) I I II CD I I 0,11 5,331. 61.4a Ago // / / // / / `/// // // iii < 315 J 1 SS RIM=51.35 I.E. 8" PVC S.=45.55'± IE 24" CONC=30.04 SSMH 54" - SS#3 BURIED? RIM= I.E. 8" PVC N.= I.E. 8" PVC S.= 50' 60' DEED REC. NO. 1035005 DATED 12/29/1915 R=1544.70' 0 =06'38'45" L=179.17' EX. SEWER LINE RIM 54.63E 1 SOLID LID �I �/� 6" PVC SW, NE\ I.E.=51.23 \ so/ /5° \ / -�30- ,„ - - x��x \ \ �, \/ / x/ x /\ I ) W 15 \ / //e \ li\ OF 312' SIDE SEWER 6" PL (f0 BE CAPPED AT THE MAIN) �/ // -M V V/ ) / ( ) g4 "-M \ v\\\ N N N N \\ \ \\-16"- \ \ \ \,-'� .. ----- \ SSMH 54" - SSP RIM=40.70' I.E. 8" PVC N.=34.27' / I.E. 8" PVC S.=34.17' ENCROACHMENT REMOVAL AGREEMENT UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. GUY POE CD Q I r R41544.70' A �Q6.09'43" L=166.'1.3' N N FOUND 4"X4 UP 1.0' 0.6' SW X 0 VISITED NOV. FOUND 1/2" REBAR & 18898" 0.2' N. X 0.2' W. SCALE: 1" = 20' 20 10 0 20 40 OVER 40% SLOPE AREAS EQUIPMENT AND PROCEDURE BASIS OF BEARING: N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. CITY OFRENTONBM CITY OF RENTON BM #2177. 3.5" BRASS DISK AT NW CORNER OF CONC. BASE OF SIGNAL BRIDGE AT R/R CROSSING AT N. ENTRANCE OF COULON PARK. ELEV.=37.25 BM INVERT ELEVATION OF N. 8" PVC PIPE IN SSMH #2 (ASPI PT # 1102) ACCORDING TO AS -BUILT DRAWING #S-322206, DATED 5/2/06. I.E. = 34.27 HORIZONTAL DATUM: ASSUMED VERTICAL DATUM: NAVD 88 CITY OF RENTON APPROVED BY:: DATE: APPROVED BY:: DATE: APPROVED BY. DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BRK INITIALS 04-06-2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: SCALE: JRC 11-04-2013 1"=20' EXISTING MATURES MAP JOB NO.: 13-0623 SHEET C1.2 CONC HEADWALL 50' IE 15" CPEP=39.55 SD IE 24" CMP W=28.3 3 SD SO CB - TYPE 2 - 48" RIM 54.29 IE 24" CONC=30.04 6 / SD +' a \s(-4 EX. F.H. 48" TYPE Il SDMH RIM=57.67 6"PVC NE=53.91 8"PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 0 10 15 • SS CO 10 oo 10 VAULT ACCESS RIM 54.53 8" PVC RIM 61.94 6 of 14* 30' VAULT ACCESS RIM 54.23 BOTTOM OF VAULT=46.19 SD CLEANOUT RIM 61.45 UNABLE TO OPEN CB - TYPE 1 SOLID LID RIM 54.63 RIM=51.35' SSMH 54" - SSP BURIED? RIM= 15' PUGET POWER EASEMENT REC. NO. 8403260623 50' 60' DEED REC. NO. 1035005 DATED 12/29/1915 I es; eo A R=1544.70' EX. SEWER LINE 14 SIDE SEWER 6" PL OD BE CAPPED AT THE MAIN), 4.5' OF R.O.W DEDICATION TO THE CITY 806 SF BM FOUND 1/2" REBAR & CAP STAMPED "LS 40016 18898" ENCROACHMENT REMOVAL AGREEMENT GUY PO E LIGHT POLE PACTEC 20 YARD DEWATERING FILTER DISCHARGE TO EX. SANITARY SEWER STUB (KING COUNTY METRO DISCHARGE PERMIT & CITY OF RENTON GROUND WATER DISCHARGE PERMIT IS NEEDED.) TEMPORARY CONSTRUCTION FENCE 0. SCALE: 1" = 20' 20 10 0 20 Know what's below. Cali before you dig. UTILITY CONFLICT NOTE: 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 40 TE.S.C. LEGEND MITERCEPTOR TRENCH m/ ROCK CHECK DAM X CONSTRUCTION FENCE TEMPORARY CONSTRUCTION ENTRANCE PER COR STD 215.10 CATCH BASIN INSERT PROTECTION (TYP.) PER COR STD 216.30 CLEARING LIMITS VEGETATION MULCH &/OR STRAW MATTING PLASTIC COVER FLOW ARROW (EX.) CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY. DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX FOUND 1/2" REBAR & CAP STAMPED "HARSTAD LS 13731" 0.6' W. X 0.2' S. REFER TO SWPPP INCLUDED IN TIR. 2ND BUILDING REVIEW BUILDING PERMIT SUBMITTAL DESCRIPTION BRK BRK INITIALS 08-19-2015 04-06-2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: JRC 11-04-2013 1"=20' TESC PLAN JOB NO.: 13-0623 SHEET S.C.E. NOTES : 1. SEE ADJACENT DETAIL. EO' R = 25' MIN 700, 12" MIN 4" - 8" QUARRY SPALLS GEOTEXTILE FABRIC PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 2. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS. GRAB TENSILE STRENGTH (ASTM D-4751) 200 PSI GRAB TENSILE ELONGATION (ASTM D-4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D -3786-80A) 400 PSI MIN. AOS (ASTM D-4751) 20-45 (U.S. STANDARD SIEVE SIZE) 3. HOG FUEL MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. THE EFFECTIVENESS OF HOG FUEL IS HIGHLY VARIABLE, BUT IT HAS BEEN USED SUCCESSFULLY ON MANY SITES. IT GENERALLY REQUIRES MORE MAINTENANCE THAT QUARRY SPALLS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. HOG FUEL IS PROHIBITED FROM PERMANENT ROADBEDS BECAUSE ORGANICS IN THE SUB -GRADE SOILS CAUSE DIFFICULTIES WITH COMPACTION. 4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. rlSTABILIZED CONSTRUCTION ENTRANCE T2.11 NOT TO SCALE Know what's below. Call before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. JOINTS IN FILTER FABRIC MATERIAL SHALL BE SPLICED AT POSTS. USE STAPLES OR WIRE RINGS OR EQUIVILENT TO ATTACH FABRIC TO POSTS SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 2"x2" BY 14 GAUGE WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2"x4" WOOD POSTS STEEL FENCE POST, REBAR OR EQUIVALENT 6' MAXIMUM MAY BE INCREASED TO 8' IF WIRE BACKING IS USED FILTER FABRIC 2"x2" BY 14 GAUGE WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED 2'y'7v BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"-1.5" WASHED GRAVEL MINIMUM 4"x4" TRENCH SILT FENCE NOTES : 1. SEE ADJACENT DETAIL \ BURY BOTTOM OF FILTER MATERIAL IN MINIMUM 4x4" TRENCH 2"x4" WOOD POSTS STEEL FENCE POST, REBAR OR EQUIVALENT 2. THE GEOTEXTILE USED MUST MEET THE FOLLOWING SPECIFICATIONS: AOS (ASTM D-4751) 30-100 SIEVE SIZE FOR SILT FILM 50-100 SIEVE SIZE FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) 0.02 SEC -1 MINIMUM GRAB TENSILE STRENGTH (ASTM D-4632) 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) 30% MAX. ULTRAVIOLET RESISTANCE (ASTM D-4355) 70% MIN. A COPY OF THE MANUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1 V. SILT FENCE DETAIL NOT TO SCALE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 141111141:)(1]... ''411 MEW 2:1 SLOPES I 1 _ �-1 i �I 11= L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION L 24" MIN. 414;NO -III S:11;71111117ZiblII 2"-4" ROCK SEDIMENT AND DEBRIS 5" MAX. DRAINAGE GRATE TRIM 9 P A A FILTERED WATER OVERFLOW BYPASS BELOW INLET GRATE DEVICE P d , DRAINAGE GRATE -- RECTANGULAR GRATE SHOWN N SECTION VIEW RETRIEVAL SYSTEM (TYP,) BELOW INLET GRATE DEVICE ISOMETRIC VIEW OVERFLOW BYPASS (TYP.) NOTES : 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 5. TRIM EXCESS FABRIC FROM INSERT TO 2 INCHES FROM FRAME, AS PER MANUFACTURER'S RECOMMENDATIONS. LEVEL BOTTOM ►AM'ss**,,O 3 \ CATCH BASIN FILTER NOT TO SCALE _ .. SOI O . 1'I _`'I �O r 2:1 MAX SLOPE �� �.I �p-04Pra•o�o� �I �I ,�I �ri�OY�'�OI O SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE NOT TO SCALE CITY OF RENTON APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY: DATE: HMO= EHCEHEMEHa, P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BRK INITIALS 04-06-2015 DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: 130623-FINAL.DWG JRC 11-04-2013 N.T.S. TESC DETAILS JOB NO.: 13-0623 SHEET C2.1 a N /j 2. THE GEOTEXTILE USED MUST MEET THE FOLLOWING SPECIFICATIONS: AOS (ASTM D-4751) 30-100 SIEVE SIZE FOR SILT FILM 50-100 SIEVE SIZE FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D-4491) 0.02 SEC -1 MINIMUM GRAB TENSILE STRENGTH (ASTM D-4632) 180 LBS MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D-4632) 30% MAX. ULTRAVIOLET RESISTANCE (ASTM D-4355) 70% MIN. A COPY OF THE MANUFACTURERS' FABRIC SPECIFICATIONS MUST BE AVAILABLE ONSITE 3. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 4. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL BE NO STEEPER THAN 2H:1 V. SILT FENCE DETAIL NOT TO SCALE ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH 6" MIN. 141111141:)(1]... ''411 MEW 2:1 SLOPES I 1 _ �-1 i �I 11= L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION L 24" MIN. 414;NO -III S:11;71111117ZiblII 2"-4" ROCK SEDIMENT AND DEBRIS 5" MAX. DRAINAGE GRATE TRIM 9 P A A FILTERED WATER OVERFLOW BYPASS BELOW INLET GRATE DEVICE P d , DRAINAGE GRATE -- RECTANGULAR GRATE SHOWN N SECTION VIEW RETRIEVAL SYSTEM (TYP,) BELOW INLET GRATE DEVICE ISOMETRIC VIEW OVERFLOW BYPASS (TYP.) NOTES : 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 5. TRIM EXCESS FABRIC FROM INSERT TO 2 INCHES FROM FRAME, AS PER MANUFACTURER'S RECOMMENDATIONS. LEVEL BOTTOM ►AM'ss**,,O 3 \ CATCH BASIN FILTER NOT TO SCALE _ .. SOI O . 1'I _`'I �O r 2:1 MAX SLOPE �� �.I �p-04Pra•o�o� �I �I ,�I �ri�OY�'�OI O SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE NOT TO SCALE CITY OF RENTON APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY: DATE: HMO= EHCEHEMEHa, P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BRK INITIALS 04-06-2015 DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: 130623-FINAL.DWG JRC 11-04-2013 N.T.S. TESC DETAILS JOB NO.: 13-0623 SHEET C2.1 ?ATE 26.8 5.80 '5.64 \IE 15" CPEP=39.55 CONC HEADWALL SD IE 24" CMP W=28.3 SD 3 1 so s`) -tC1 EX. F.H. 8"PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 SE 1/4SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 1.0 CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. /.E. =52.40 VAULT ACCESS RIM 54.53 8" PVC CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 30' VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 / , ( ( i (I /I/ 1/(/(116:( ( I( ( I I / / • \ \\ \\\ : 1 1: \ :\ \\,\/, i‘ /7\i/k )(1()1), iii iii Li ' \ . . \ \ \ \ \ \ \I \ I 1 i ,." , / / 1 \ 5530 \I , 1 I i ( 2 ) ' 1 1 i 1 i 1 1 c ( ( ( / , / I, 1, (7 I i i /I 1 1/ /// i ./ , zz 1 1 1 II 1 ‘)\ \ \ 1 1 I I r z II 1),,),, ., 1,,,,,,, ( z (777 7 i 1 I ! I r(zzyz77 77) r z 77, )) \\\,,,, i ,10111/11 \ 0 1 i SOIL NAIL WALL, \ \ \ : (DESIGNED BY OTHERS) ' 1 ) \ ) \ \ \ I \ I I I //// //// /( ( SD CLEANOUT RIM 61.45 UNABLE TO OPEN o_ CB - TYPE 1\SOLID LID RIM 54.63 6" PVC SW, NE\ I.E.=51.23 SS RIM=51.35' I.E. 8" PVC S.=45.55'± IE 24" CONC=30.04 - 5A0' ) \ \ \ \ \ \\ \ 1 1 1 1 1 ' 1 1 „ 1 1 1 I 1N - ) L N - - -1 • z L cL - - z- - - - - - - z v z N NNN NN Nz v z y / / ----. ----, --, N NNN NN z z jN NN N NNN N NN N \ \ N 15' PUGET POWER bIgMENT\ N i \ APtcGCT POWER 'NO. 840326062 \ \ \, \ \ \ x _ x --, \ \ ---.. --,, --... ---, \ \ ----, --.. ---.. ---,.. 50' CA OF R/W C/L OF RD 60' DEED REC. NO. 1035005 DATED 12/29/1915 FOUND 4"X4" CONCRETE R/W UP 1.0' 0.6' SW X 0.2' SE VISITED NOV. 2012 FOUND 1/2" REBAR & CAP STAMPED "LS 18898" 0.2' N. X 0.2' W. A R=1544. 70' L\ =0638'45" L=179.17' EX. SEWER 4.5' OF R.O.W DEDICATION TO THE CITY 806 SF IlYSSMH 54" - SSP RIM=40.70' I.E. 8" PVC M=34.27' LE. 8" PVC S.=34.17' Know what's below. Call before you dig. LINE BM ENCROACHMENT Annrriirhir 5A'1, \,015 of \ 4, (t - ELEVATIONS PER ARCHITECTS PLANS 935' ..........". ........... ......... ......." ........ ...........------ ........ ------- ......... ------.- .......... ------- -M , I ' ) ) / / / / ( ' / / z \ L. --,.. N N N N N \ N N N III filfrk-A0' io 1 liallifilll OPPI4 ' /I IPS \ \ \ 4 2 /12"7, 4,1Fr i D--__/ / FOUND81"-A ' AR, & 04.1D ) / / "LS 4001 / I 0.4' NW X 0.2' W. I UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NII 1 P/L 8' 8' PLANTER SIDEWALK , BLOCK WALL (2' HIGH) 4:1 MAX. SLOPE 4" PVC DRAIN PIPE BLOCK WALL (1.5' HIGH) 2:1 MAX. SLOPE DRAIN (SEE PLUMBING PLAN FOR PIPE DETAIL) 1% 1% 4" THICK CONCRETE PATIO SECTION A -A NOT TO SCALE rn I IN I-) 1/7" RFRAR Rr (1.4P STANIPM SCALE: 1" = 20' 20 10 0 20 40 GRADING QUANTITIES: CUT: 40,000 Cu.Yds. FILL: 10,000 Cu.Yds. (GRADING QUANTITIES WERE CALCULATED USING THE LAND DEVELOPMENT DESKTOP COMPOSITE METHOD. CALCULATIONS DO NOT ACCOUNT FOR SOIL SWELLING AND SHRINKAGE.) NOTE 1. ANY SOIL REMOVED FROM THE SITE MUST BE HAULED TO A CITY APPROVED SITE. 2. BEFORE CONSTRUCTION ACCEPTANCE BY THE CITY, THE APPLICANT SHALL ESTABLISHED A PERMANENT VEGETATIVE GROUND COVER. CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 1 REV. NO. 2ND BUILDING REVIEW BUILDING PERMIT SUBMITTAL DESCRIPTION BRK BRK INITIALS 08-19-2015 04-06-2015 DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: UI5002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N, R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: 130623-FINALDWG JRC 11-04-2013 1"=20' GRADING PLAN JOB NO.: 13-0623 SHEET C3.0 00 1N3 V J OV 7VAOW9I 1N301HOVOJON3 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON B.NRR CO. 1 0 cn o 0 0 10'0'=ON00 T T 0 00 T T T T 0 / T T T \WMAIIMIL NIL 0 0 00 x- 1 +00 P / SITTING WALL (DESIGNED BY OTHERS) r- 00 P P GATE L T rT�p' S �� 8 00 IECO SCALE: 1" = 10' 10 5 0 10 CITY OFRENTON 20 APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY: DATE: / / 0o' AFF= 46.0 / / / c9 \ /\ T OP' 50 �v OE 4800 2 1 REV. NO. 2ND BUILDING REVIEW BUILDING PERMIT SUBMITTAL DESCRIPTION BRK BRK INITIALS 08-19-20151 04-06-2015 DATE / y Know what's below. Call before you dig. UTILIIY CONFLICT NOTE: 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 1 "=20' JOB NO.: 13-0623 GRADING PLAN SHEET IE 15" CPEP=39.55 ADWALL SD 24" CMP W=28.3 SD so CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. I.E.=52.40 PL I.E. SSI 0 SS 7 4 RIM=51.35' I.E. 8" PVC S.=45.55'± IE 24" CONC=30.04 8" PVC BYPASS FLOW TO CB#2 0.5 MIN. 8" PVC ROOF DRAIN TO CB#1 CO 0.5 MIN. SSMH 54" - SS#3 BURIED? RIM= I.E. 8" PVC N.= I.E. 8" PVC S.= 50' 60' DEED REC. NO. 1035005 DATED 12/29/1915 N 10 so cl- 10 SE 30' So 1- 0 DG F.H. 11 0 a_ 48" TYPE II SDMH RIM=57.67 6'PVC NE=53.91 8"PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 VAULT ACCESS RIM 54.53 8" PVC NE/ VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 AN YD#5 SOLID LID RIM: 45.85± IE: 42.85 CB - TYPE 1 \SOLID LID RIM 54.63 6" PVC SW, NE\ I.E.=51.23 \ TRANSFORMER5° PAD / �° 59 CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 SD CLEANOUT RIM 61.45 UNABLE TO OPEN II SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON // /// // / // //// / G/ ///1i i 12,31, / ///( i I / I (I I I I OF ((II 11 II I I I I JJ I I I Ii I I I I I (\ I / I I I I I I I �3 O �5„ < < C< < �� /iii / / / // 7 ( ( V I 1 (\\\\\ �. \ \ \ \ \ ' - I IE, 0661 I L �\ - `\ \ 1 ` `\ \ `\ �ISTIII\ \ \\ 1�\\I`1IIII1LLQ\\\ \`\\\\\� / )) I 1 1 I L_ \ \ \\\----7-11-1------- \ \ \ \\ \\\ IIS///JJJ1 \ \ III\,.._. 1/I1i IIIA(// j/// / \ \ \\\ \���- 1 I 1 l l l l r/ / J\ ,���--- _ \ \ \ )111 1((((,Kr( \ \ \ \ \ 111 1 I I II,`\\\\\\, \, \\\ \ \`\11I1!IiI11I11\\\\ ___--1 SOIL NAIL WALL \\ \ 1 YD#3 1 1 1 1 1 1 1 \\ (DESIGNED BY OTHERS) I RIM: 61.5 - I 1 1 I I - 1 IIE: 59.5, I I 1 L L ---- --� ----�-- ) I \\ --, / ( \ ~ \ � \WITH 8" PVC. - ����\�A N \i✓ // / // \ �,,,-_. ), NN \\ \\\NNS \ N\ \ �// / / �- \\�\\.� \BRIM: 62.±\�\�\„ // / / - __ \ I E: 60.25 \ \\ \\ \" / / 7- ��NNN \\-\NN-N-: • \\\i iN \\\�\\� \YARDRAINT��,i\\\\____-:_______ �-: -TYP )i i1\\RIM: 62.0±I I IL\\ _ _ _ _-_- _----\--_____ ---...______:- 44 0-- \ \ \ IE60.5 \IL�_--_-_-_ \ \\ `I \ \ \ -7 �- \ \ \ \ \ I �/ / \ \ \ \ 1 c1 I I DRAIN #2 RIM: 46.0± IE: 42.8 DRAIN #3 RIM: 45.75 IE: 42.5 O' 6" PVC FOOTING DRAIN EX. SEWER LINE CB#1 R=1544.70' L =06'38'45" L=179.17' RIM: 45.5 4 SIDE SEWER 0 6" © PL LE.47.8 (TO BE CAPPED AT THE MAIN) CB#3 RIM: 44.00 IE: 39.00, 12"0 IE: 39.33, 8"0 4.5' OF R. 0. W DEDICATION TO THE CITY 806 SF BM - SSMH 54" - SS#2 RIM=40.70' I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' ENCROACHMENT REMOVAL AGREEMENT GUY POLE i * . . etwilit,40-P- Apimazig.-4-‘ - 110\ 9i' FOUND 1/2" REBAR. & C "LS 40016 18898" 1 0.4' NW X 0.2' W. I \ 1l'CB#2 (PUBLIC) \ l I TYPE 2-48"0 LYGHT POLE 0 W/ SOLID LOCKING LID s\1R€LL/ / /SRI M: 43.23 ',// LIE 32.98 (12"0, LCPE, IE: 32.98 (12"0, LCPE, IE: 38.00 (12"0, LCPE, ' \ \ \ SEE PLUMBING PLAN P1.1 FOR DRAIN & PIPE DETAIL TO BE CONNECTED TO ROOF DRAINS S) (PUBLIC) 1 E) (PUBLIC) NE) (PUBLIC) YD#2 (LOW POINT) RIM: 61.5± IE: 60.0 N61 SEE ARCHITECT'S PLAN FOR GRADES ON TOP OF SLAB S 312' 31 \ INTEGRAL CURBING POURED CURBING 2 5.0 4 5.0 5/ SCALE: 1" = 20' 20 10 Know what's below. CaII before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 0 20 40 FOUND 18898' 0.2' I\ BUILDING 5' MIN. X. SLOPE BACK FILL CRACKS w/ #8 CRUSHED SOIL NAIL WALL 0)SWALE SECTION L�.NOT TO SCALE UNIECO-STONE POROUS PAVERS OR APPROVED EQUIVALENT TO BE USED FOR THE WALKWAYS INSTALLED PER MANUFACTURE'S RECOMMENDA TIONS D. A v / '7 '/ '7 '7 '7 v '///f \\\\\\\\\ MIRAFI FILTER WEAVE FW400 WRAP BOTTOM AND SIDES BEDDING LAYER #8* CRUSHED SURFACING COMPACTED INTO BASE COURSE NO. 57* CRUSHED SUB -BASE COURSE w/9 OZ. MIN. FRACTURED FACE SUBBASE COMPACTED T 90Z PERMEABLE INTERLOCKING CONCRETE PA VER S NOTE: ASTM NO. 89 CRUSHED STONE OR FINER MATERIAL MAY BE REQUIRED TO FILL NARROW JOINTS BETWEEN INTERLOCKING CONCRETE PAVER SHAPES. TABLE 1 GRADING REQUIREMENT FOR ASTM NO. 57 SIEVE SIZE PERCENT PASSING 1 1/2 in. (37.5mm) 100 1 in. (25mm) 95 TO 100 1/2 in. (12.5mm) 25 TO 60 NO. 4 (4.75mm) 0 TO 10 NO. 8 (2.36mm) 0 TO 5 TABLE2 GRADING REQUIREMENT FOR ASTM NO. 8 SIEVE SIZE PERCENT PASSING 1/2 in. (12.5mm) 100 3/8 in. (9.5mm) 85 TO 100 NO. 4 (4.75mm) 10 TO 30 NO. 8 (2.36mm) 0 TO 10 NO. 16 (1.16mm) 0 TO 5 PERMEABLE PAVERS NOTES: 1. THE LANDSCAPING SHALL BE MAINTAINED TO INSURE THAT FINES DO NOT LEAVE THE LANDSCAPE AREA AND REACH THE PERMEABLE ASPALT. 2. EXPERIENCED CONTRACTOR WHO HOLD A CURRENT BASIC LEVEL CERTIFICATE IN THE ICPI CONTRACTOR CERTIFICATION PROGRAM MUST PERFORMED INSTALLATION. 3. CRUSHED STONE CONFORMING TO ASTM C 33 NO. 57. GRADATION SHOULD CONFORM TO TABLE 1 ABOVE: ASTM C 33 NO. 8 CRUSHED STONE PER THE GRADATION SHOWN IN TABLE 2 ABOVE: FLOW CONTROL BMP: THE FLOW CONTROL BMP REQUIREMENT WILL BE MET BY PROVIDING THE FOLLOWING BMP'S: - 1,150 SF VEGETATED ROOF PER SECTION C.2.8 - 1,950 SF OF PERMEABLE PAVERS PER SECTION C.2.6 TOTAL FLOW CONTROL BMP AREA REQUIRED = 3,006 SF TOTAL FLOW CONTROL BMP AREA PROVIDED = 3,100 SF NOTES: 1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED. 2. FOOTING DRAINS FOR BUILDING SHALL BE CONNECTED TO THE PUBLIC STORMWATER SYSTEM AND SHALL NOT BE CONNECTED TO DETENTION SYSTEM. CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY:: DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 REV. NO. DESCRIPTION INITIALS DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 1 "=20' ROAD AND DRAINAGE PLAN JOB NO.: 13-0623 SHEET .,.,,,.1,,,,,,,,, „ 1111111;11111111111111111111111111111111 '.111 N N 15.00' 8" INLET FROM CB#1 IE: 41.0 24"0 SOLID LID ACCESS MANHOLE SUMP 24"0 SOLID LID ACCESS MANHOLE EL=44.3 8" ROOF DRAIN IE: 41.0 VAULT DEMENSIONS SCALE: 1"= 10' 24'0 SOLID LID 2/4" FRAME & LEVELING BRICKS - -100YR. EL=43.8- 10YR. EL=41.84 _0 -2YR. EL=38.69 SCALE: 1" = 10' N 10 5 0 TOP OF PT SLAB (SEE ARCHITECT PLANS FOR ELEVATONS) FLOW RESTRICTOR (SEE DETAIL 1/C4.2) DRAIN PER ARCHITECT PLANS HANDHOLD STEPS OR LADDER (SEE KCRS DWG 2-006) DEAD STORAGE: 33.25 d VAULT SECTION A -A SCALE: 1"=5' o° 6" PERFORATED WALL DRAIN 4 IE OUT=33.25 10 DETENTION SUMMARY CHART STORM EVENT LIVE STORAGE VOLUME (CF) DEAD STORAGE VOLUME (CF) RELEASE RATE (CFAs) REQUIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT REQUIRED DESIGNED AS -BUILT 2 -YEAR 4,477 4,513 - 400 0.02 0.02 10 -YEAR 6,972 7,033 - 400 0.04 0.04 100- YEAR 8,529 8,601 - 400 0.06 0.06 20 TOP OF PT SLAB (SEE ARCHITECT PLANS FOR ELEVATONS SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON HANDLE w/LOCK PIN ADJUSTABLE LOCK HOOK w/LOCK SCREW ALTERNATES ARE ACCEPTABLE PROVIDED MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. MAXIMUM OPENING OF GATE FRONT CLEANOUT/ SHEAR GATE NOT TO SCALE 24'0 SOLID LID 2/4" FRAME & LEVELING BRICKS FLOW RESTRICTOR (SEE DETAIL 1/C4.2) O o DRAIN PER -"3 ARCHITECT PLANS HANDHOLD STEPS OR LADDER (SEE KCRS DWG 2-006) IE OUT=33.25 0 0 00 6" PERFORATED -4' WALL DRAIN N :1 -100YR. EL=43.8- -10YR. EL=41.84- -2YR. EL=38.69 1 8" INLET FROM CB#1 IE: 41.0 DEAD STORAGE: 33.25 i� 0 VAULT SECTION B -B SCALE: 1"=5' 1 SIDE EL=44.3 6" ELBOW RESTRICTOR, EL=41.75 ORIFICE DIA.=0.92" SEE DETAIL PIPE SUPPORTS. NO. AS REQ'D 3"X0.9GA. BOLT OR IMBEDDED 23" (MIN.) IN C.B. WALL Q 3' (MAX) SPACING. MIN. 1' SUPPORT EL=33.25 ORIFICE #1 = 0.56" DIA EL=31.25 RESTRICTOR PLATE TO BE SHARP EDGED. SHOP DRILLED Z co g 1.5 X D ad d a 12" 0 SD 4 - -O.F. EL=44.0 El< POLYPROPYLENE SAFETY STEPS AND LADDER CLEANOUT/SHEAR GATE 4' 4 4 _ 4 4 4 4 d i J FLOW RESCTRICTOR SCALE: 1"=2' REMOVABLE WATERTIGHT - COUPLING OR FLANGE I 6" MAX. PLATE WELDED TO ELBOW- w/ORIFICE AS SPECIFIED I- 711 II III 5% ./ -1I IIL yy I � I optional 5' x 1G• arc& vault may be used in lieu of top access wall Plralj lnge _1 I 1 III 1' flow , PLAN VIEW MTS frames, grates and round sol d corers marked "DRAIN" wth cocking bolts. 5' x 10 opening for vaults 2000 sf or greater floor a°ea 11=111=111=' =1 1=111 111 II 11� autet pipe flow 2' 12" v DESIGN) IN.S. 6" ruin, handholds, steps or ladder see 6" sediment ir storage SEG -I-110,14 A -A NYS 2' min. t 2' min. 0 4' minimum NOTES: 1. All metal parts must be corrosion resistant. Steel parts must be galvanized and asphalt coated (Treatment 1 or better}. 2. Provide water stop at all east -In -glace construction joints_ Preceast vaults shall have approved rubber gasket system. 3_ Vaults a1 0' wide must use removable lids. 4. Prefabricated vault sections may require structural modifications to support 5' x 10' opening over main vault. Alternatively, access can be provided via a side vestibule as shown. 5. All vault areas must be within 50' of an access point. 6. For vaults under roadways, the removable panel must be located outside the travel lanes. Alternatively, multiple standard locking manhole covers may be provided. Spacing of manhole covers shall be 12 feet, measured on center, to facilitate removal of sediment. Ladders and hand -holds need only be provided at the outlet pipe and inlet pipe, flow I I: restricfar flow capacity of outlet pipe not ess than developed 100 - yr design flow A s K 3 TYPICAL DETENTION VAULT C4 NOT TO SCALE now what's below. CaII before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF RENTON APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY: DATE: 2 REV. NO. 2ND BUILDING REVIEW BUILDING PERMIT SUBMITTAL DESCRIPTION BRK BRK INITIALS 08-19-2015 04-06-2015 DATE INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: SCALE: JRC 11-04-2013 1"=10' DETENTION PLAN AND DETAILS JOB NO.: 13-0623 SHEET C4.2 40 Co cn w4,3 C.1.i Gni CO z SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON G PROTECT POWER POLE DURING INSTALLATION rn 317 0 m �a rn rn zz 111 ,5vm ry Po n No co z G 7- T / / / / -o ANEW POWER _ POLE v P T RAr CB#4 (PUBLIC) TYPE 1 W/ SOLID LOCKING LID STA: 5+02.76, 17'L RIM: 35.70 IE: 31.12 P T B.N.R.R. CO. 7- P 7- T "VO PARKING" -o -U -U P / P P SS Cj v P P P P --r P P P tP B#2 (PUBLIC) z m GATE -TYPE 2-48"0 W/ SOLID LOCKING LID STA: 2+89.26.36, 5'L RIM: 43.23 a IE: 32.98 (12"0, LCPE, IE: 32.98 (12"0, LCPE, IE: 38.00 (12"0, LCPE, S) (PUBLIC) E) (PUBLIC) NE) (PUBLIC) t_ f / !.ECO 12111 SCALE: 1" = 20' 20 10 0 CB#3 (PUBLIC) STA: 2+76.72, 17'L RIM: 44.00 IE: 39.00, 12"0 IE: 39.33, 8"0 (CONTRACTOR TO FIELD VERIFY DEPTH & LOCATION OF MAIN WATER MAIN. IF CONFLICTS ARISE USE CONCRETE INLET PER COR STD.) i i / - - / 7 7 7 / APPROX. L LINE CROS. TO FIELD 'd AND DEPTh MAINTAIN 6 BETWEEN B PIPE AND 1 PIPE. (REF CB#1 STA: 2+62.06, 50'L RIM: 45.5 IE: 41.0 CATION OF WATER ING CONTRACTOR ERIFY LOCATION OF CLEARANCE TTOM OF WATER OP OF DRAINAGE / R TO NOTE #2) / \\1E / i / i J / / EX. SSATH #3 STA: 1+ 0.12, 26.6'L RIM: 49.25 IE: 8" PVC N.= 34.27 IE: 8" PVC S.= 34.17 EXISTING GRADE ALONG DRAINAGE LINE / APPROX. LOCATION OF WATER LINE CROSSING CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH. MAINTAIN 6" OF CLEARANCE BETWEEN BOTTOM OF WATER PIPE AND TOP OF DRAINAGE PIPE. (REFER TO NOTE #2) / EX. SSMH #2 STA: 2+76.72, 17 RIM: 44.00 IE: 39.00, 12"0 IE: 39.33, 8"0 (CONTRACTOR TO DEPTH & LOCATIO, WATER MAIN. IF Cl USE CONCRETE IN STD.) 1ELD VERIFY OF MAIN NFLICTS ARISE ET PER COR STA: 3+37.70, 20'L RIM: 40.70 IE: 8" PVC N.= 34.27 IE: 8" PVC S.= 34.17 3q EX. SSMH #1 STA: 4+71.27, 23'L RIM: 36.33 IE: 8" C900 N.= 30.57 IE: 8" PVC W.= 30.47 TYPE 1 W/ SOLID LOCKING LID STA: 5+02.76, 17'L RIM: 35.70 IE: 31.12 CB#2 (PUBLIC) TYPE 2-48'0 W/ SOLID LOCKING LID STA: 2+79.36, 30'L RIM: 43.23 IE: 32.98 (12'0, LCPE, S) (PUBLIC) IE: 32.98 (12'0, LCPE, E) (PUBLIC) IE: 38.00 (12'0, LCPE, NE) (PUBLIC) 20 STA: 6+42.81, 45'L RIM:32.00 1E.:28.00 N o 00. 0 10+00 11+00 12+00 13+00 20 40 PAVEMENT RESTORATION AS PER THE CITY OF RENTON STANDARD TRENCH RESTORATION AND PAVEMENT OVERLAY STANDARDS WILL BE APPLICABLE. TRENCHES (ROAD CROSSINGS): A) THE MINIMUM WIDTH OF A TRANSVERSE PATCH (ROAD CROSSING) SHALL BE SIX AND ONE-HALF FEET (6.5 ). SEE CITY OF RENTON STANDARD PLAN DRAWING #HR -23 (SP PAGE: H032A). B) ANY AFFECTED LANE WILL BE GROUND DOWN TWO INCHES (2") AND PAVED FOR THE ENTIRE WIDTH OF THE LANE. C) THE PATCH SHALL BE A MINIMUM OF ONE FOOT (1') BEYOND THE EXCAVATION AND PATCH LENGTH SHALL BE A MINIMUM OF AN ENTIRE TRAVELED LANE. D) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3') OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. E) AN AREA INCLUDING THE TRENCH AND ONE FOOT (1') ON EACH SIDE OF THE TRENCH BUT NOT LESS THAN SIX AND ONE-HALF FEET (6.5') TOTAL FOR THE ENTIRE WIDTH OF THE AFFECTED TRAVELED LANES WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2'). A TWO-INCH (2') OVERLAY OF CLASS B ASPHALT WILL BE APPLIED PER CITY STANDARDS. TRENCHES RUNNING PARALLEL WITH THE STREET: A) THE MINIMUM WIDTH OF A LONGITUDINAL PATCH SHALL BE FOUR AND ONE-HALF FEET (4.5 ). SEE CITY OF RENTON STANDARD PLAN DRAWING #HR -05 (SP PAGE H032). B) IF THE TRENCHING IS WITHIN A SINGLE TRAVELED LANE, AN ENTIRE LANE -WIDTH OVERLAY WILL BE REQUIRED. C) IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LAND AFFECTED WILL BE OVERLAID. D) IF THE TRENCHING IS GREATER THAN OR EQUAL TO 3090 OF LANE PER BLOCK (660 FOOT MAXIMUM BLOCK LENGTH), OR IF THE TOTAL PATCHES EXCEED 12 PER BLOCK, THEN THE LANES AFFECTED WILL BE OVERLAID. MINIMUM OVERLAY SHALL INCLUDE ALL PATCHES WITHIN THE BLOCK SECTION. E) THE ENTIRE TRAVELED LANE WIDTH FOR THE LENGTH OF THE TRENCH AND AN ADDITIONAL TEN FEET (10') AT EACH END OF THE TRENCH WILL BE GROUND DOWN TO A DEPTH OF TWO INCHES (2'). A TWO-INCH (2") OVERLAY OF CLASS B WILL BE APPLIED PER CITY STANDARDS. Know what's below. CaII before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. NOTES: 1. ALL PROPOSED CATCH BASINS ARE TYPE 1 WITH GRATED LOCKING LID UNLESS OTHERWISE SPECIFIED PER COR STD 200.00 AND INSTALLED PER COR STD 202.00 2. ETHOFOAM PAD WILL BE PROVIDED IF VERTICAL SEPARATION BETWEEN UTILITY PIPES AT CROSSINGS IS LESS THAN 12 INCHES. CITY OF RENTON APPROVED BY:: DATE: APPROVED BY: DATE: APPROVED BY: DATE: 2 1 REV. NO. 2ND BUILDING REVIEW BUILDING PERMIT SUBMITTAL DESCRIPTION BRK BRK INITIALS 08-19-2015 04-06-2015 DATE INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: SCALE: JRC 11-04-2013 1"=20' OFFSITE DRAINAGE PLAN & PROFILE JOB NO.: 13-0623 SHEET C4.3 SS - P 133HS 3NI7 HJLVVV P SS PROTECT POWER POLE DURING INSTALLATION W SS 30' R.O.W. r z O ▪ GATE P END CURB, GUTTER & SIDEWALK STA: 3+22.10 ASPHALT RAMP CURBING AT CATCH BASIN PER COR STD 101.1 O 22'± O 0 1 C5.O 00 ;A C) U1 n r r 0 (A (I c Oo Iv CURB CUT STA: 2+84.83 T B.NRR CO. X Isn isnm QPP m CURB CUT STA: 2+59 28 T �11 ARG' P TBR S ��. o� I� DRIVEWAY ENTRANCE PER COR STD 104.4 30' EX. R.O. W. CD -T1 zz o 0 0 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 0 O zz w (1) 0 RIP -RAP SWALE EX. MAILBOX TO REMAIN OR BE RESTORED CONNECT TO EX. SIDEWALK STA: 1+52.72 O <n GAURD RAIL 17' REFER TO STD. DETAIL H032 FOR ALL PAVEMENT RESTORATION ALONG LAKE WASHINGTONG BLVD. N. 6" ACP CLASS 'E' OF 'B' 6" CRUSHED SURFACING TOP COURSE 4't SAWCUT 1' FROM E/P 0.5' 8' LANDSCAPE 8' SIDEWALK p .A O 0.02 FT FT SUBGRADE SLOPE 0.02 FT./FT --------------- LAKE WASHINGTON BLVD. N. PLAN 4.5 R.O.W DEDICATION -SIDEWALK PER COR STD F007 CEMENT CONCRETE CURB PER COR STD 101 LAKE WASHINGTON BLVD. N. (SECTIONX-X) c5 n/ NOT TO SCALE NEIGHBORHOOD COLLECTOR 3 ASPHALT RAMP DETAIL (TYP.) 5.0 NOT TO SCALE SLOpe. rflP ASPHALT MATCH EXISTING GRADE C N pi z cn o o, P A= 8 5 8. 5 2 R= 1 5 1 4 7 0 SS'64'=d3d3 „Sl 31 ALL CUT SLOPES 1'-0' SIDEWALK M!N. ,N411 - sH BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE CONTRACT PLANS FLU'S.4 VERTICAL WALL - SEE DETAIL (SEE CONTRACT' 112' IINI R. (TYP,) 1 5% -0' 1.-0' ROUNDING 20"• ISEE CONTRAC TI SR" 1N' R. {TYP.) t 5% SEE RAISEO EDGE 3 8' IINI PREMOLDED DETAIL - THIS SHEET JOINT FILLER URB NOT INCLUDED IN 81D ITEM - 3rB' [(NI PREMOLDED \ N' - JOINT FILLER ADJACENT TO CURB SIDEWALK ISEE CONTRACT) tri" (IN) R. (TYP.) 4;1,7 15% 3J8• pN) PREMOLDED JOINT FILLER (TYPO -0 1'-0 WITH RAISED EDGE SIDEWALK ROU ADJACENT TO CURB AND RAILING OR WALL SIDEWALK SUFFER STRIP (SEE CONTRACT) (SEE NOTE 101 112" (LN) R. (TYP.) V 15% 1.5% MIN DING 2.0% (SEE CONTRACT) 1/2" (IN) R. (TYP.) 15% i"i1•'-3hi � Zr.i Mr (IN) PREMOLDED JOINT FILLER CURB NOT INCLUDED IN BID ITEM - 4 FINISHED GRADE 1' IN) BELOW TOP OF CONCRETE SURFACE CURS NOT INCLUDED IN BID ITEM - ADJACENT TO CURB (STEEP FILL SLOPES) WALL OR BARRIER CURB NOT INCLUDED IN BID ITEM - 112'( SIDEWALK 3,1- (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL CURB NOT INCLUDED IN BID ITEM - FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP - BROOE,IEO FINISH 4" WIDE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURE (CURB AND GUTTER SHOWN] NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2, Paved surfaces must comply with STD PLAN 102.1 as applicable. SIB' ?i LtB TO tNIL---. CONTRACTION JOINT IN SIDEWALK ONLY LEVEL 12' (IN) R. WALL OR BARRIER RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE EXPANSION JOINT IN BOTH - CURB AND SIDEWALK f SEE STD PLAN 101 1, JOINT AND FINISH DETAIL PREMOLDED JOINT FILLER E EXPANSION JOINT Q CONTRACTION JOINT PUBLIC WORKS DEPARTMENT CEMENT CONCRETE SIDEWALK STD. PLAN - 102 � PPRo �A- 00 2 CEMENT CONCRETE SIDEWALK 5.0 NOT TO SCALE IECO t..02,1 iz13II ZrIV�II �ToII ( z ll rcisli• ll �v 00OoC0CTU -40 p0)Cr C 1: _ CO O COcDIvNv o (0 CO Co 1v 0+00 SCALE: 1" = 20' 20 10 POURED CONCRETE CURB 0 20 PLANTER 40 ASPHALT WATER PROOF BARRIER PT SLAB POURED CURB NOT TO SCALE CEMENT CONCRETE SIDEWALK otee NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion joint with 3/8" joint tiller along the driveway lane lines (see std. plan 102), Construct expansion joints parallel vittri the centerline as required at 15' maximum spacing when driveway widths exceed 30'. 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. Sae std. plan 101 for curb details. 4. Not used. \ CEMENT CONCRETE CURE & GLITTER (SEE NOTE 3) DEPRESSED MONOLITHIC CURS & GLITTER (SEE DETAIL THIS SHEET) TYPE C2B - ISOMETRIC VIEW (CoCIMMER0iAL, WITH BUFFER) 5. The engineer will design all driveways to Include elevations at all points marked with symbol "X". Ail elevations are at the back of curb top on uphill side. 6. Not used, 7. For Diiveway Widths sea DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown In the corresponding isometric view. 8. Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights -of -Way of November 23, 2005 (PROWAG). 9. Curb returns for any Type C -MAX Driveway may Oa approved on a case-by-case basis. 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Trtle IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Section 4-4-080 PARKING, LOADING AND DRIVEWAY REGULATIONS cFACE OF CURB SEE CONTRACTION JOINT - SEE DEPRESSED CURB DETAIL lir R. TOP OF - ROADWAY NOTE: DRIVEWAY LONGMJDINAL. E(PANSION DEPRESSED MONOLITHIC CURS & GLITTER DETAIL DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS Driveway Example: TYPE C1B ornmercial Number of Lanais, ShBuffer (Planting Snip) Blank=No Duffer PUBLIC WORKS DEPARTMENT Know what's below. Call before you dig. CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS CEMENT CONCRETE DRIVEWAY ENTRANCE -TYPE RIB NOT TO SCALE UTIL1717 CONFLICT NOTE: 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. Ii2///,1 CITY OF RENTON APPROVED B Y: DATE: APPROVED B Y: DATE: APPROVED BY: DATE: HMO= EHaEHE=He, P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX 2 2ND BUILDING REVIEW BRK 08-19-2015 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 DESCRIPTION INITIALS DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 13-0623 FRONTAGE IMPROVEMENTS AND DETAILS SHEET 1/2"X4" EXPANSION MATERIAL 1 /4"R AT JOINTS 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS A SCORE LINES TO BE RADIAL TO CURB AND GUTTER 1/4"/FT. SLOPE 1 /2"R A 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS "W" -WIDTH OE SIDEWALK 4" GENERAL NOTES: SCORE LINES B 1/2."x5" EXPANSION MATERIAL CURB RETURN ONLY PAVEMENT AS PER PLANS STANDARD CEM. CONC. CURB AND GUTTER SECTION A -A 1 /2"R CEM. CONC. CURB AND GUTTER B 1 1 /4"/FT. SLOPE 1/2"5 PAVEMENT AS PER PLANS 1 PARKWAY STANDARD CEM. CONC. CURB AND GUTTER SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE EXTENDED 2" BELOW THE GUTTER LINE. 1/2" THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND SHALL EXTEND 1" BELOW CONCRETE. WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLD JOINT. 1/2"X 5" EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.•S AT ALL CURB RETURNS. 1/2"54" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH NTH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUEGRADE COMPACTION SHALL BE 905 (MODIFIED PROCTOR). DATE REVISION AI::F., SECTION B -B TYPICAL SIDEWALK ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 DWG. NAME: F007 SP PAGE: F007 20" 1 J co 48". 54" & 60" TOP SLAB 20" L J� 72" TOP SLAB 20" 96" TOP SLAB N TYPICAL SIDEWALK 5.1j COR STD DTL F007 j N.T.S. #4 BARS 0 6" CENTERS BOTTOM FACE WITH 1" MIN. COVER #5 BARS ® 6" CENTERS BOTTOM FACE WITH 1" MIN. COVER TYPICAL ORIENTATION FOR ACCESS AND STEPS 12" MIN. �z HANDHOLD *ALL STEPS & RUNGS #8 GALV. DEFORMED REBAR OR COPOLYMER PROPYLENE. #6 BARS 0 7" CENTERS BOTTOM FACE WITH 1" MIN. COVER 12" MIN. \z ELEVATION 5" r tor z o 12" MW. CATCH BASIN STEP . DROP RUNG CATCH BASIN STEP 24" 12" MW. PLAN __tar CLEARANCE GRADE RING #3 REBAR (SEE NOTE 4) 5 \ CATCH BASIN DETAILS 51 NTS KCRS 2-006 rn SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 172' R. 1:12 6 1/2" 5 1)2" 1" 1" R. FACE OF CURE 1:24 TOP OF 112" R, , ROADWAY N / 1'-6' CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 112" FLUSH WITH GUTTER - PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF • 112"R. / ROADWAY 1'-6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 1)2" R. VARIES FROM ' 6"TO0 6" CEMENT CONCRETE 1" R SIDEWALK RAMP OR LANDING 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS 6 1)2" FACE OF ADJACENT CURB SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF - 1/2" R. , ROADWAY 1' 6" r I DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE - b 1" R. L � 9 • n D + • J • .5 " D 5 D . FACE OF CURB 6112" 81 /4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3- For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 1042 TOP OF ROADWAY PUBLIC WORKS DEPARTMENT NOTES: 1. PROPRIETARY CATCH BASIN HANDHOLDS AND STEPS ARE ACCEPTABLE, PROVIDED THAT THEY CONFORM TO SEC. R, ASTM C478, AASHTO M-199 AND MEET ALL WISHA REQUIREMENTS. 2. CATCH BASIN STEP/HANDHOLD LEGS SHALL BE PARALLEL OR APPROXIMATELY RADIAL AT THE OPTION OF THE MANUFACTURER, EXCEPT THAT ALL STEPS IN ANY CATCH BASIN SHALL BE SIMILAR. PENETRATION OF OUTER WALL BY A LEG IS PROHIBITED. 3. HANDHOLDS AND STEPS SHALL HAVE "DROP" RUNGS AS SHOWN ON DETAIL OR PROTUBERANCES TO PREVENT SIDEWAYS SLIP. 4. SLAB OPENING MAY BE 24" X 20" OR 24" DIAM. 5. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497. 6. LADDERS OR STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. z 7. HANGING LADDERS SHALL BE PERMANENTLY FASTENED AT z TOP BY HANGING ON STEP OR BY BOLTING OR EMBEDDING IN CONCRETE. EACH SHALL BE EMBEDDED AT BOTTOM IN BASE. 8. ADDITIONAL SAFETY FEATURES MAY BE REQUIRED IN VERY DEEP OR UNUSUAL STRUCTURES. #8 GALV. DEFORMED REBAR #7 GALV. SMOOTH STEEL 11 3/4" PREFABRICATED LADDER CEMENT CONCRETE CURBS STD. PLAN -- 101 CEMENT CONCRETE CURBS COR STD DTL 101 N.T.S. 4/12)1/ft Gre: _ Zimmerman, Public Works Administrator c FRAME AND VANED GRATE 30" 6" OR 12" PIPE ALLOWANCES CATCH BASIN DIAMETER MAXIMUM PIPE MATERIAL INSIDE MINIMUM DISTANCE BETWEEN KNOCKOUTS DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP* (STD. SPEC. 9-05.20) 12" SOLID WALL PVC (STD. SPEC. 9-05.12(1)) 15" PROFILE WALL PVC (STD. SPEC. 9-05.12(2)) 15" * CORRUGATED POLYETHYLENE STORM SEWER PIPE ONE #3 BAR HOOP FOR 6" HEIGHT TWO #3 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 1 #3 BAR EACH CORNER #3 BAR EACH SIDE #3 BAR EACH WAY -- PRECAST CASE SECTION #3 BAR EACH CORNER 18" MIN. #3 BAR HOOP SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar h accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper, 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE 1 STD. PLAN - 200.00 MARCH 2008 CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD B RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) - FLAT SLAB TOP 48', 54', 60", 72", 94" OR 96" MORTAR (TYP.) STEPS OR LADDER MORTAR FILLET NOTES 1. "0" RING REINFORCING STEEL (TYR) GRAVEL BACKFILL FOR PIPE ZONE BEDDING 12 7'4 7/V".7/S9' •l SEPARATE BASE CAST -IN-PLACE SEPARATE BASE PRECAST INTEGRAL BASE PRECAST WITH RISER GRAVEL BACKFILL FOR PIPE ZONE BEDDING No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS BASE REINFORCING STEEL 152/5. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 48" 4" 6" 36" 8" 0.23 0.15 54" 4.5" 8" 42" 8" 0.19 0.19 60" 5" 8" 48" 8" 0.25 0.25 72" 6" 8" 60" 12" 0.35 0.24 84" 8" 12" 72" 12" 0.39 0.29 96" 8" 12" 84" 12" 0.39 0.29 4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5. All grade rings, risers, and castings shall be set in mortar in accordance with Standard Specification 9-04,3, CATCH BASIN TYPE -2 STD DTL 201.00 N.T.S. PIPE ALLOWANCES CATCH BASIN DIAMETER PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER CONCRETE ALL METAL CPSSP 0 SOLID WALL PVC20 PROFILE WALL PVC® 48" 24" 30" 24" 27" 30" 54" 30" 36" 30" 27" 36" 60" 36" 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54" 60" 54" 36" 48" 96" 60" 72" 60" 36" 48" 10 Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) 0 (Std. Spec. 9-0512(1)) 0 (Std. Spec. 9-05.12(2)) CATCH BASIN TYPE -1 COR STD DTL 200.00 N.T.S. 0 CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BABE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. NOTES FRAME AND VANED GRATE ADJUSTMENT SECTION BASE SECTION 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT 15 TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED. 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %2 BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. PUBLIC WORKS DEPARTMENT CATCH BAS TA LAT HO S STD. PLAN - 202,00 MARCH 2008 4 CATCH BASIN INSTALLATION 5.1 COR STD DTL 202.00 N.T.S. Know what's below. Cali before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. APPROVED BY: APPROVED BY: APPROVED BY: CITY OF RENTON DATE: DATE: DATE: OMS\a4 EH©EHC C G He, CSO" P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BRK INITIALS 04-06-2015 DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO. 'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME DESIGNED BY: DATE: SCALE: 130623-FINAL.DWG JRC 11-04-2013 1"=20' DETAILS JOB NO.: 13-0623 SHEET C5.1 IE 15" CPEP=39.55 P W=28.3 3 SD SD CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. I.E.=52.40 / 5D PL I.E. N SE 30' DG F.H. 11 a_ 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 / ro- VAULT ACCESS RIM 54.53 8" PVC NE/ I CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 SSI 0 SS; 4 RIM=51.35' I.E. 8" PVC S.=45.55'f IE 24"" CONC=30.04 SSMH 54" - SS#3 BURIED? RIM= I.E. 8" PVC N.= I.E. 8" PVC S.= 50' 60' DEED REC. NO. 1035005 DATED 12/29/1915 CB - TYPE 1 SOLID LID RIM 54.63 6" PVC SW, NE I.E.=51.23 5° -a s° 50/5° / 5D/ 54 ' GAS METER so SD CLEANOUT RIM 61.45 UNABLE TO OPEN SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 0 312' 315 SIDE SEWER PER COR STD 406.1 (0+00) IE=41.2 (SEE PLUMBING PLAN P1 . P2 FOR PUMP LOCATION AND P 1. P 1 FOR BUILDING CONNECTION LOCATION. GREASE INTERCEPTOR SHOWN ON SHEET P1.1 OF PLUMBING PLAN) 2OLF 8" PVC 19 290 5 4 EX. SEWER LINE SIDE SEWER 6" ® PL LE.47.8 (TO BE CAPPED AT 7HE MAIN), 3/4" IRRIGATION METER PER COR STD 320.1 4.5' OF R.O. W DEDICATION TO THE CITY 806 SF BM SSMH 54" - SS#2 RIM=40.70' I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' ENCROACHMENT REMOVAL AGREEMENT 6" DDCVA PER COR STD 360.2 EX. 12" GV " DI " DI FIRE LINE 4'x3" DI REDUCER (SEE PLUMBING PLAN FOR BUILDING CONNECTION) GUY POE a' / n II EX. 12" WM LIGHT POLE I ,0 4. n INSTALL 5" STORZ F.H. ADAPTOR ON EXISTING\ 1 I FIRE HYDRANT LEGA CYRENTON Know what's below. CaII before you dig. 31 a, -SLEEVE -SEAL ENDS OF CASING W/ NON SHRINK GROUTE 8" PVC PIPE rCASING SPACES (AS NEEDED TYP.) 110 12" DI SLEEVE 8" PVC PIPE *al* \6 SLEEVE DETAIL N.T.S. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. SCALE: 1" = 20' 20 10 0 20 40 NOTE: 1. OIL/WATER SEPARATOR SHALL BE LOCATED IN PARKING GARAGE. SEE PLUMBING PLAN PO.P2 FOR LOCATION AND PLAN P3.0 FOR SPECIFICATION. CONSTRUCTION NOTES #1 INSTALL: 1 « 12"x4" TAPPING TEE (MJxFL) 1 « 4" TAPPPING GATE VALVE (FLxMJ) • 20 LF 4" DI PIPE W/ THRUST BLOCKING # 2 INSTALL: 1 « 12"x6" TAPPING TEE (MJxFL) 1 - 6" TAPPPING GATE VALVE (FLxMJ) ± 20 LF 6" DI PIPE W/ THRUST BLOCKING #3 3" WATER SERVICE METER IN VAULT PER COR STD 320.4 * A PRESSURE REDUCING VALVE (PRV) IS REQUIRED DOWNSTREAM OF DOMESTIC METER. 3" RPBA IN ABOVE GROUND HEATED ENCLOSURE (HOT BOX) PER COR STD 350.2 4" DI 45' BEND 3/4" DCVA, PER COR STD 340.8 POOL DRAIN TO BE CONNECTED TO SANITARY SEWER WITHIN BUILDING PARKING GARAGE MUST BE PUMPED AS PER U.P.C. THE LIVING AREA OF THE HOTEL CAN BE SERVED BY GRAVITY SEWER. FIRE DEPARTMENT CONNECTION (SUBJECT TO APPROVAL OF FIRE PREVENTION DEPARTMENT) z c Highla rids Christian Schvo4 w 1,2E tdth St Monterey Ave NE NE 2.0th St z 14E1fith St 1 I+tE 12th St d • Camas Ave NE NE13thP Edmonds Ave NE VICINITY MAP SCALE: 1"=2000' EQUIPMENT AND PROCEDURE BASIS OF BEARING: N 18'14'33" W BETWEEN FOUND MONUMENTS ALONG LAKE WASHINGTON BOULEVARD NORTH PER REFERENCE 2001 SURVEY. DATUM: NAVD 88 CITY OFRENTONBM CITY OF RENTON BENCHMARK NUMBER 2117. 3 1/2" BRASS DISC AT THE NORTHWEST CORNER CONCRETE BASE OF A SIGNAL BRIDGE AT A RAILROAD CROSSING IN THE NORTH ENTRANCE OF COULON PARK. EL=37.25' BM INVERT ELEVATION OF THE NORTH 8" PVC PIPE IN SSMH-2 ACCORDING TO AS -BUILT DRAWING NUMBER 322206 DATED 05/02/2006. SSMH IS LOCATED +/- 10.7' SOUTH OF SOUTHWEST PROPERTY CORNER AND +/- 10.0' WEST OF THE EAST RIGHT OF WAY LINE. EL=34.27' APPLICANT / OWNER LEGACY HOSPITALITY, INC. 6501 AMERICA'S PARKWAY NE - SUITE 1050 ALBUQUERQUE, NM 87110 CONTACT: FAIZEL KASSAM PH. (505) 243-6000 CELL. (505) 489-4474 FAX. (505) 243-1561 LEGAL DESCRIPTION THE SOUTHERLY 160 FEET OF THE NORTHERLY 235 FEET OF LOTS 312, 313, 314 AND 315, AS MEASURED ALONG PARALLEL LINES TO THE SOUTHERLY MARGIN OF SOUTHEAST 110TH STREET (ALSO KNOWN AS MORGAN AVENUE), C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN, DIVISION NUMBER 5, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 83, IN KING COUNTY, WASHINGTON; EXCEPT THE WESTERLY 60 FEET OF SAID LOT 312 CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 1035005; AND EXCEPT THAT PORTION OF LOTS 314 AND 315 CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NUMBER 4655599. CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INSIGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 1 BUILDING PERMIT SUBMITTAL BRK 04-06-2015 REV. NO. DESCRIPTION INITIALS DATE SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 1 "=20' JOB NO.: 13-0623 UTILITY PLAN SHEET C6.0 BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL W (SEE NOTE 7) LIMITS OF PIPE ZONE r7/77,7 0„ 0.D. OF PIPE 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS CR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE 15 MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PUBLIC WORKS DEPARTMENT PIPE BEDDING FOR SANITARY SEWERS STD. PLAN - 405 OCTOBER 2012 PIPE BEDDING N.T.S. STD. PLAN - 405 RECESSED LIFT POCKET " - 11 N.C. SOCKET HD SCREW 1 Y4' LONG (BRONZE OR 5.5.) Y2" x 2" RAISED PADS 2" A.C. 2'-0" 6" CONCRETE CLASS 3000 45" (1/8) BEND 8" CAST IRON RING AND COVER NOTES: 45' (1/6) BEND SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 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 1'-O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. PUBLIC WORKS DEPARTMENT 8 OR 6 INCH CLEAN-OUT FOR SANITARY SEWER MAINS STD. PLAN - 403.1 SEPTEMBER 2011 5 8 OR 6 INCH CLEAN-OUT C6. FOR SANITARY SEWER MAINS N.T.S. STD. PLAN - 403.1 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324--R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 36" MIN COVER NEW DUCTILE IRON WATERMAIN FINISH GRADE 9" MIN 12" MAX IIN UNIMPROVED RIGHT OF WAY INSTALL METER BOX AT 1- PROPERTY LINE WITH 12" LJ' LONG COPPER TAILPIECE. L. 0 SIDEWALK w� z -J �. P- a. � 0 a CITY PIPING PRIVATE PIPING LOOP DOWN TO CENTERLINE 00 WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE LINE TO METER. x ;0 CORPORATION STOP WITH BALL VALVE. FORD TAPERED THREAD (CC). QUICK JOINT {3/4" FB100D-3-G) OR AY MCDONALD 4701E (1" FB1000-4-0) OR AY MCDONALD 4701B -�TQUCHREAD WATER METER TO BE SUPPLIED BY THE CITY TYPE "K" SOFT i u4�m COPPER TUBING IF SERVICE LINE TO HOUSE 15 TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 QR 44 FIPT x COMPRESSION COUPLING COPPERSETTER FOR 5/8"x5/4" METER: FORD VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER- 3/4-5-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR McDONALD BRASS: 21-415WCQ444, OR MUELLER: 1-13-2470-2 BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE DN OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OE MORE THAN ONE RIB, 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID 4111 3/4" OR 1" GALVANIZED PLUG PUBLIC WORKS DEPARTMENT Sia" AND 1" WATER SERVICE STD. PLAN - 320.1 NOVEMBER 2009 2 3/4"AND 1" WATER SERVICE C6 N.T.S. STD. PLAN - 320.1 6" BUILDING SEWER PIPE TEE WITH 6" SDE OUTLET 6" 510E 5EWER AND BUILDING SEWER 3000 PSI MIX CONCRETE BLOCKING 0 PROPERTY LINE 3'-0" 6"X6"X6" WYE SURFACE CLEANOUT WITH CAST IRON RING & COVER (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), (SEE STD. PLAN 403.1 FOR INSTALLATION ONLY) FUTURE BUILDING SEWER �2"x 4" STUD MARKING POST PAINTED WHITE WITH THE WORD "SEWER" STENCILED IN 3" HIGH BLACK LETTERS AND #6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VITRIFIED CLAY MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL). 8. CONCRETE MAIN - CUT IN A NEW SECTION OF SEWER MAIN WITH A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC MAIN - CORE -DRILLED MATH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED. 6" MIN. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE OUTLET TEE SEWER MAIN ONCRETE BLOCKING ANGLE OF TEE AT MAIN BETWEEN 25' AND 45' SEWER MAIN NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER 15 LOWER. iACR GON 2% MIN SLOPE HORIZONTAL TYPICAL SIDE SEWER PUBLIC WORKS DEPARTMENT STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) STD. PLAN - 408.1 AMMO ae.. 71171(' :21 DATE 6 STANDARD SIDE SEWER INSTALLATION C6 N.T.S. STD. PLAN - 406.1 PRECAST CONCRETE VAULT WTH 3 - HINGED STEEL PLATE COVERS. DIMENSIONS 5-8"x 11'-2"x 7'-2" EQUAL TO UTILITY VAULT OR EOUAL TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8"x3/4" SENSUS 0811 (TR/PL) METER WITH ICE REGISTER. CITY PRIVATE PIPING PIPING TEE (MJ x FL) GATE VALVE (FLx MS) 5'- 8- 3'-2" " ATO CITY MAIN 12" ALL AROUND 10", 6" OR 6" FL,* P.E. PIPE WITH COLLAR 18" FROM P.E. 171"- 3'-8" LONG 8"- 3'-6" LONG 6"- 4'-0" LONG NOTE: CONCRETE - BLOCKING ONE EACH SIDE 4" ADAPTER, FL, SCREWED 4%4" x6" BULL HEAD TEE, FL. 3' 2" r s 3 6" PIPE FL.x FL. 2'-0" LO 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 1/2" FOR 6" ASSEMBLY 11' '2 4"x 2 1/2" FIRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. ONE EACH SIDE EQUAL TO GRINNEL FIG. 1682 WITH HOSE CAPS FIG. 1333. :72uII. .II.iw •1 -II Z^II-'I". 6" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL. EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTTOM INSTALL EPDXY NON -SHRINK GROUT (TYP_) 6" PIPE, ELK FL. 3'0" LONG 6"& 8" ASSEMBLY. 6" SHORT RADIUS 90' BEND FL. 10" ASSEMBLY 90' 6"X6" REDUCING BEND FL. 6" 90' BEND FL. 11 • ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL INCLUDE RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. AND APPROVED CROSS -CONNECTION CONTROL ASSEMBLES PER DEPARTMENT OF HEALTH LATEST APPROVED LIST PLAN DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO RESILIENT SEATED SHUTOFF VALVES. 10", 8", OR 5" FLANGED COUPLING ADAPTER EQUAL TO RCMAC. TOUCH READ PIT ID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. 1. LOCATE VAULT IN PLANTING AREA, NOT IN PAVING. 2 4" AND LARGER BENDS AND TEES TO BE GAST IRON CEMENT LINED. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING, AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. 4. INSTALL GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACTIVATION OF NEW LI`,E_ 6- INSTALL BRASS Y4" FLARE TEST COOKS WITH Y4" FLARE CAPS. 18" FOR 10" ASSEMBLY 17 1/2" FOR 8" ASSEMBLY 18 1/2" FOR 6" ASSEMBLY Ta ,(TO BUILDING DEADMAN BLOCK REQUIRED. 10",8',6" FL x MJ ADAPTOR 10" ASSEMBLY 10'x14"x8°TEE FL B" ASSEMBLY 8%5" x6" TEE. FL. 6" ASSEMBLY 6'x6"x6" TEE, FL, 10", 8", OR 6" GATE VALVE, FL,x MJ, WITH INDICATOR POST. INDICATOR POST VALVE SAME SIZE A5 DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL), PAINTED RED. 10", 8", OR 6" DUCTILE IRON CLASS 52 NIPPLE PIPE, CEMENT LINED, LENGTH TO FIT, 36 -TO 42 5/8"x3/4" INVENSYS TR -PL METER WITH 7 ICE REGISTER 6" MIN. DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM WITH CATCH BASIN OR MANHOLE COMPACTED FOUNDATION GRAVEL 6" 90' BEND FL_ GALVANIZED STEEL LADDER ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR. END VIEW PUBLIC WORKS DEPARTMENT 6",8" & 10" DOUBLE DETECTOR CHECK ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION STD. PLAN - 360.2 MARCH 2010 6", 8" & 10" DOUBLE DEECTOR CHECK ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION N.T.S. STD. PLAN - 360.2 LANE LINE MARKING 2" CLASS 'B' 2" SAWCUT AND REMOVE OR GRIND, SEAL WITH AR4000W 7'-8" STANDARD VEHICLE WHEEL PATH 4.5' MIN. 1' MIN. 2.5' MIN. *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR DETERMINING PAVEMENT THICKNESS. 02/2065 MOOIFIEO NOTES 07/2004 MODIFIED NOTES DATE REVISION GcV DC 0CV GZ BY APPR'D 1' MIN, ACP CLASS* 6" CRUSHED SURFACING TOP COURSE EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032 SP PAGE: H032 TYPCAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT N.T.S. STD. PLAN - H032 REGISTER SHALL BE TOUCH READ PIT LID (TR -FL) AND BE INTELLIGENT COMMUNICATION ENCODER TYPE (ICE). METER MUST READ IN CU. FT. 4" 90' BEND (MJ) TEE (MJxFL) GATE VALVE (FLxMJ) 4" FLxMJ ADAPTOR 4" or 6" D.I. FLOW 4" POST INDICATOR VALVE (MJxMJ) PAINTED BLUE 2-3/4" SHACKLE RODS PER CITY OF RENTON SPECIFICATIONS 12" 13 LF 4 D.I. 4" TEE (MJxFL) WELDED STEEL COLLAR TOUCH READ PIT ID SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER. LOCATE HOLE 2Y2" FROM EDGE OF PIT LID AND RISE. LADDER WITH s: SUPPORT BARS PER OSHA EPDXY NON -SHRINK GROUT 2' PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED PLATE COVER. OUTSIDE DIMENSIONS 4'-8"xT-0". (EQUAL TO PIPE INC., OR UTILITY VAULT WITH 57 -7L -B, 2 3'x3' DIAMOND PLATE DOORS) 5",4" OR 3" GATE VALVE (FLxFL) NON -RISING STEM WITH HAND WHEEL EQUAL TO MUELLER CO.A-2380-6. 6" OR 4" (FLxPE) CEMENT LINED DUCTILE IRON PIPE CLASS 52 3'-5" LONG WITH COLLAR 20" FROM P.E. EOUAL TO THOSE SUPPLIED BY PACIFIC WATER WORKS CO. INC. FLOW 12" AROUND 12 6".4" OR 3" COMPOUND WATER METER (EL) EQUAL TO SENSUS SIRE COMPOUND METER WITH TOUCHREAD PITLID I.C.E. REGISTER & SENSOR WITH 4 WHEEL HIGH RESOLUTION (100 CUBIC FEET) REGISTER. FOR 3" METER, REDUCE AT METER WITH 4"X3" FLxFL CONCENTRIC REDUCER. 3" -4 STEEL 4" TEE (FL) ji/fil 4" 90' BEND (MJ) INSTALL IN TEST PORT A 2"x2" BRASS NIPPLE WITH A 2" RESILIENT SEATED BRASS GATE VALVE AND 2" PLUG. 4" FLxMJ ADAPTOR d TO BUILDING CITY PRIVATE PIPING PIPING DEADMAN BLOCK REQUIRED WITH SHACKLING TO TEE SENSUS MODEL 520R RADIO READ PIT SET SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 2" DIA. DRILLED HOLE IN COVER GENERAL NOTES: ADJUSTABLE STEEL PIPE SUPPORT STANCHION BOLTED TO FLOOR ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED DRAWING WILL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR ITS INSTALLATION. THE PRINCIPAL REQUIREMENTS REGARDING VAULT 5121NG ARE THE LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS, (WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE VARIOUS STANDARD DETAILS). NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT BEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT THE DESIGNED THRUST. 4 TWO PIECE CAST IRON VALVE BOX, EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO 00 VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE 5090) 6", 4" OR 3" GATE VALVE (FLxMJ) EQUAL TO MUELLER CO. A-2380-20. PRIVATE PIPING TO BUILDING H-.4- 6" OR 4" PExPE CEMENT LINED DUCTILE IRON PIPE. CLASS 52. LENGTH TO FIT. 6" OR 4" FLEXIBLE FLANGED COUPLING ADAPTOR, ROMAC OR APPROVED EQUAL. PUBLIC WORKS DEPARTMENT 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY STD. PLAN - 320.4 MARCH 2010 6', 8" & 10" DOUBLE DEECTOR CHECK ASSEMBLY WITHOUT STANDPIPE OUTSIDE INSTALLATION N.T.S. STD. PLAN - 360.4 Know what's below. CaII before you dig. UTILITY CONFLICT NOTE.. CA UTION.• 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE CO 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: OGv]5IG1E4 [ NGINEERIMG CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 2 2ND BUILDING REVIEW BRK 08-19-2015 1 REV. NO. BUILDING PERMIT SUBMITTAL DESCRIPTION BRK INITIALS 04-06-2015 SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 DATE TAX ACCOUNT NO.'S: 3344500007 PERMIT NO: U15002518 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: SCALE: JRC 11-04-2013 N.T.S. UTILITY DETAILS JOB NO.: 13-0623 SHEET C6.1 \IE CONC HEADWALL SD IE 24" CMP W=28.3 50' Know what's below. CaII before you dig. 3 15" CPEP=39.55 SD So CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. I.E.=52.40 CN 10 03 co 50 So 10 SE 30' EX. F.H. 1\ a_ 48" TYPE 11 SDMH RIM=57.67 6'PVC NE=53.91 8'PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 VAULT ACCESS RIM 54.53 8" PVC NE/ VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 SD CLEANOUT RIM 61.45 UNABLE TO OPEN / / /// �', / / /////'/ /�/ / / / / / / / / / ///// `�//// / / / (I I I I�NI23� // i I I I I II 46'10' � l I � I I Ill J I I IT JJ . IIII, \8,o' I I H 0 SIDE PL I.E.= J CB - TYPE 1 \SOLID LID RIM 54.63 6" PVC SW, NE\ I.E.=51.23 ss RIM=51.35' I.E. 8" PVC S.=45.55'th IE 24" CONC=30.04 SSMH 54" - SS#3 BURIED? RIM= I.E. 8" PVC N.= I.E. 8" PVC S.= 50' 60' DEED REC. NO. 1035005 DATED 12/29/1915 co ct R=1544.70' L\ =06'38'45" L=179.17' EX. SEWER LINE SIDE SEWER 6" @ PL I.E. 47.8 (TO BE CAPPED AT THE MAIN) 4.5' OF R. O• W DEDICATION TO THE CITY 806 SF BM SSMH 54" - SS#2 RIM=40.70' I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' ENCROACHMENT REMOVAL AGREEMENT GUY POLE ■1111510 ■IASZIVA0l1!® MIN IU%■■I/.■■i`WRIE ■■■■■■I IMMINAMER II■■■■■IIr11WAER i:l■!®s'f mm■■■■■i 1■■F.'511■■■►` ■■w Imo■■■■■I LEM-JINNI Elea MMM■■ .■■■■■■■i I■■■ IMER \ 1 \ \ \ \ SOIL NAIL WALL \ \ \ (DESIGNEDI BY OTHERS) \ \ I \ I + \ \ \ I I \TEMPORARY SLOPE PER SHORING PLAN I-(1H:IV TO D175 H:1V)�\ 1 1 11 1\ 11 I i i 1 I I 1\ 1\� \--, \ \ \\\ \\ --- --.,....\_ �� ��� 2.21 :: �� \\\\\\ � \/ / // / �� � �� \ \ \\ \ / / / \ �' -- \\ \\ \\\ / / / / -`, � - \ \\ \ \\ \ \ / �, .. _ .. _ _ . . . : - . N. . . . N �Ni\\ \NNS\\\NN �/ // - - ���-- 1- \ N ��- \\\\\\\ \\� NN INTERCEPTOR TRENCH � 1� - - _ \ PER COR STD 217.10 I I L� - - - _ 1 1 \ I Sol L �''.�►' \ I H// L FO UP 0.E VIS TO PUMP VAULT IN PARKING LEVEL P2'\ I n (SEE PLUMBING PLAN) \ `���"�✓\ TEMP DEWATERING PUMP, PUMP TO FILTER )11 - N/\ \ \ \\ N X \_---1 1 / +\ -§0 PACTEC 20 YARD li\ DEWATERIN FILTER ( DISCHARGE EX. SANITARY SEWER STUB (KING COUNTY ETRO DISCHARGE PERMIT & CITY OF RENTON GROUN WATER DISCHARGE PERMIT IS NEEDED.) \ FOUND 1/2" REBAR, & C ISP "LS 40016 18898" ) j( / 0.4'NWX0.2'l x� 0.P'I P � LIGHT POLE UTILITY CONFLICTNOTE.• 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. A 0 LIMITS OF EXCAVATION TEMPORARY CONSTRUCTION FENCE TEMPORARY SLOPE PER SHORING PLAN (1H:IV TO D 175 H:1 V) FOUND 1/2" 18898" 0.2' N. X 0.2' FOUND 1/2" REBAR & CAP STAMPED "HARSTAD LS 13731" 0.6' W. X0.2'S. SCALE: 1" = 20' 20 10 0 20 \ / O 40 15' 0.C. / / / d Q FF=28.5' / / / SLAB -ON -GRADE O A d 4 \\ \\\\ 1" CLEAN CRUSHED ROCK (DRAINAGE BLANKET) /� � \\i\\i\/` /12' ,MIN,/ / PERMANENT SLAB SUB DRAINAGE (TO BE FIELD VERIFIED BY GEOTECH) N.T.S. NOTE: FOR SHORING CROSS SECTIONS SEE TEMPORARY SOIL NAIL SHORING PLANS BY ADAMS RESOURCE CONSULTING. T.E.S.C. LEGEND INLET PROTECTION LIMITS OF EXCAVATION CONSTRUCTION FENCE CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: INSIGHT ENGINEERING CO. P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 1 1ST GRADING PERMIT SUBMITTAL BRK 04-03-2015 REV. NO. DESCRIPTION SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623 -FINAL. DWG DESIGNED BY: DATE: JRC 11-04-2013 SCALE: 1 "=20' EXCAVATION PLAN JOB NO.: 13-0623 SHEET 1 of 1 RATE 26.8 '5.80 '5.64 IE CONC HEADWALL 50' SD IE 24" CMP W=28.3 15" CPEP=39.55 SD so CB - TYPE 2 - 48" RIM 54.29 8" PVC NW I.E.=51.76 6" PVC SW I.E.=51.84 6" PVC NE I.E.=51.89 6" PVC E. I.E.=52.40 6 P c N 03 u-> CO SE 30' �rq EX. F.H. 8"PVC S=50.17 12"CPEP E=52.32 12"CPEP N=52.29 15"CPEP N=49.59 15" (DI?)W=49.39 Q AVE•) 0.0° VAULT ACCESS RIM 54.53 8" PVC NE/ VAULT ACCESS RIM 54.23 8" PVC S I.E.=51.38 WEIR E -W I.E.=51.33 BOTTOM OF VAULT=46.19 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. KING COUNTY, WASHINGTON CB - TYPE 1 RIM 61.94 6" PVC SW I.E.=59.69 6" PVC N I.E.=59.93 SD CLEANOUT RIM 61.45 UNABLE TO OPEN 14 CB - TYPE 1 \SOLID LID RIM 54.63 6" PVC SW, NE\ I.E.=51.23 SS RIM=51.35 I.E. 8" PVC S.=45.55'± IE 24" CONC=30.04 SSMH 54" - SS#3 RIM= I.E. 8" PVC N.= I.E. 8" PVC S.= C/L OF R/ 5'0 C/L OF RD 60' DEED REC. NO. 1035005 DATED 12/29/1915 cc; -0111 A:P114.116&-‘ -40 �// ..AI■I� IIliw m11■111I1111PME■E■ ■; M®i Ei�A N►ilI /1i■11■%d11(■■■i■■n I41111111/1111M1 DMZ 'AMMO ■MOI 11111111111 PINE 1■■■J■■■►l ■� i ��. 11111LM■■Mrl1■L■■TI■■■�F! G; i11MM■■IELIZEM!1L-64= .11;els: ts■■■■■IIMMA •.z // / // / / 315 ////////// (I f I((/,,,,, L 1 r JJ J I I� I ,III/ I ;Asp -� i.Ir»\ \ \ \ \ \ \ \ \ \ \ SOIL NAIL WALL \ DESIGNED BY OTHERS) \\ \TEMPORARY SLOPE PER SHORING PLAN 1 H:IV TO D175 H.1 V INTERCEPTOR TRENCH PER COR .STD 217.10 R=1544.70' =06'38'45" L=179.17' EX. SEWER LINE I / ),/,;``' / III1 4 I 11 SIDE SEWER 6"@PLI.E.=7.8 (TO BE CAPPED AT THE MAIN) ti ° TO PUMP VAULT IN PARKING LEVEL P2 ° (SEE PLUMBING PLAN) TEMP DEWATERING PUMP ° PUMP TO FILTER 4.5' R.O. W DED/COFATION TO THE CITY 806 SF BM SSMH 54" - SS#2 RIM=40.70' I.E. 8" PVC N.=34.27' I.E. 8" PVC S.=34.17' ENCROACHMENT nrl Int/A/ A nnrrA irh IT Know what's below. CaII before you dig. UTILITY CONFLICT 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 AND THEN SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 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 WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. �r)) / 8�-ATOP. 8" PVC / 8"-A / 12"- FOUND 1 " RE AR, & CAE.' X "LS 4001. 8%': " / 0.4' NW X 0.2' XI x II ARCHITECT'S PLAN FOR GRADES ON TOP OF SLAB INTEGRAL CURBING L'" IrF EXCAVATION POURED CURBING TEMPORARY CONSTRUCTION FENCE 1 TEMPORARY SLOPE PER SHORING PLAN (1 H:IV TO D 175 H:1 V) FOUND 4"X4" CONCRETE R/W b UP 1.0' 0.6' SW X 0.2' SE VISITED NOV. 2012 FOUND 1/2" REBAR & CAP STAMPED "LS 18898" 0.2' N. X 0.2' W. Fni1Nn 1 /9" RFRAR Rr C4P STAMPFf SCALE: 1" = 20' 20 10 0 20 40 NOTE: SEE ARCHITECTURAL PLANS FOR PLAZA ELEVATIONS. CITY OF RENTON APPROVED BY: DATE: APPROVED BY: DATE: APPROVED BY: DATE: OH00©1104 ERg©OHNEGIOH © ,goo P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET 1 1ST PERMIT SUBMITTAL BRK 12/23/2014 REV. NO. DESCRIPTION SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N. RENTON, WA 98056 INITIALS DATE TAX ACCOUNT NO.'S: 3344500007 SE 1/4, SW 1/4, SEC. 05, T. 23 N., R.05 E., W.M. LEGACY RENTON DWG FILENAME 130623-FINAL.DWG DESIGNED BY: DATE: SCALE: JRC 11-04-2013 1"=20' JOB NO.: 13-0623 SHEET PARKING EXCAVATION PLAN C3.1 48' TYPE 11 SOW 6 PVC NE 7VC NE=53.91 8WC 5=50.17 I2 CPEP E=52.32 12CPEP N=5229 I5CPEP N=49.59 15' (D1?)W=49.39 CB - TYPE 2 - 48' RIM 5429 8' PVC NW 1.E=51.76 6' PVC SW 1.E=51.84 6' PVC NE LE -51.89 6' PVC E LE=5240 RIM 54.53 8' PVC NE VAULT ACCESS RIM 5423 8' PVC S 11=51.38 WEIR E -W LE.=51.33 BOTTOM OF WU/LT=46.19 CB - TYPE 1 RIM 61.94 6' PIC 5W LE -59.69 6' PVC N 1.E=59.93 RIM 54.63E 1\SOLID LID\f- \ \% SO PVC SW, NEE.=51.23 TRANSFOR ER 5D �,,�� -, 1u mu PAD so , % / __ F�£ �I a.%�..�M..- O / '--_ �rrm� 59 55.--------- D �orrl, I NMI e. NC ! SSMH 54' - 55/3 BURIED? RIM= I.E. 8' PVC N.= LE 8' PVC E- FOUND 4'X4' CONCRETE R/VV MONUMENT UP 1.0' 0.6' SW X 0.2' SE VISITED NOV. 2012 FOUND 1/2' REB4R @ CAP STAMPED LS 18698' 0.2' N. X 0.2' W. Nir1c, ELM IUr IIk� iiiiiiiiiii'iiii-- .ru �r k 611.101111 -- WIWImr �17 KU IN � ��. 2a..,■Pi„i���/�1��((!!}j�'�`�■ ElEYA7pNST I r,.I ► �.. ®� AMID -. i , .I � saL Loc Fioril Ir � !h • e. � �ar �i 1;'I-1-1, SSMH 54' - SSP RIM -40.70' ALL - SD CMP 6=28. IE 15' CPEP--39.55 CB - TYPE 2 - 48' RIM 5429 8' PVC NW LE=51.76 6' PVC SW I.E=51.84 6' PVC NE LE -51.89 6' PVC E LE=52.40 6' 111 SIDE PL I.E. 48' TYPE IISDANI RIM=57.67 6PVC NE=53.9I 8' 5=50.17 /------------- 50 12 CPEP 5=52.32 12CPEP N=52.29 I I5CPEP N=49.59 -14 15' (D1?)W=49.39 o !L FX .41 - V 1111 RIM 5453 ex RIM=51.35' I.E. 8' PC 5-45.55'± 24' CONC=30.04 SSMH 54' - 55/3 BURIED) RIM= 1.E 8' PVC N.= I.E. 8' P75 S - CIL OF R/W C/L OF RD 60' DEED REC NO. 7035005 04TE0 12/29/1915 R=1544.70' 0 -0638'45' L=179.77, EX. SEWER LINE SIDE SEWER 6' 0 PL LE=37.8 Ror arm AE -0 405' qc RO.W q 70 806 sr BM SSMH 54' - 55/2 RIM -40.70' 1 - 8' PVC NE VAULT ACCESS RIM 5423 8' PVC S LE=51.38 WEIR E -W LE=51.33 BOTTOM OF W1LT=46.19 CB - TYPE 1 RIM 61.94 6' PVC 5W 1.E=59.69 6' PTC N 1.E=59.93 5D CLEANOUT RIM 61.45 UNABLE TO OPEN O00 1/, )II( _IS�Iss� r( //////� IV) f/ (/(/ I r( 33 3, (' 11111111 � 1 1 I!IIA-S Il.3,� II E1 1, �' 1 1li j// 111111 ; .h1 i II 111 11117 Maw 0' R/W •�� 1P. 11■ (�� 1■11_, I I I x �5 / )4 I AOR 3�1 so, . / / y/^' 7,:a II\\ \I / / ///%1\ \ j5// I N\ \ /8 -M,N ``1 /Z jig",UND 1/(� 1 1 / S 40010- olg 0.4' NW X 0.2' 11'j�pi' ;777,7,7,7, i11� A4;6., 11 1 /' ,41 if^ 8_8t •iz'-A \ \-- �. 10 -44_ \ 40 EXISTING BASIN (0.77 AC) FOUND 4'54' CONCRETE R/1V MONUMENT UP 1.0' 0.6' SW X 02' SE 'MED NOV. 2012 FOUND 1/2' REB4R 6: CAP STAMPED 'LS 18698' 0.2' N. X 0.2' W. SCALE: 1" = 40' 0 20 EXISTING BASINMAP 40