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HomeMy WebLinkAboutR-393601RENTON STARBUCKS CM I O I 0 W Q N Q 0 0- Q Q v CU D m Q Cn 0 0 LJ 0 0 C� / LJ LJ W z Q J 0 / z Fy LJ w z c� z w / 0 co 0 N / (0 0 N r) U N N BRH ENGINEERING NOTES: 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. (WSDOT SECTION 1-04.7). 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO BE RE—ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE—ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. THE PROJECT'S TESC PLAN SHEET MUST BE LOCATED ONSITE DURING THE DURATION OF PROJECT'S CONSTRUCTION. THE PROJECT'S TESC PLAN SHEET MUST REFLECT ALL TESC CHANGES MADE ONSITE DURING CONSTRUCTION AND THOSE PLAN REVISIONS MUST BE INITIALED AND DATED BY THE PROJECT'S CERTIFIED TESC REPRESENTATIVE. TEMPORARY DEWATERING: IF A PROJECT REQUIRES TEMPORARY DEWATERING, PLEASE CONTACT THE CITY OF RENTON CUSTOMER SERVICE AT 425-430-7200 TO ESTABLISH A PLAN FOR DEWATERING. 95 AIRPORT WAY RENTON, WA 98055 ° S87°30'43"E 456.64' — � — (31 I I II I II I II II w II I� I Ln I 0 I II I I I I II I I I Ir I I I I I II II I II <o --- now um m � �T III —��♦ II —�I --- II............::: cp co LICKS I I I I I I I I III I — ri I I � I _-- 40 20 0 40 80 SCALE IN FEET 1 "=40' CONSTRUCTION SEQUENCE NOTES: CONSTRUCTION SEQUENCE NOTES: con t. 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. SURVEYED. SCALE: BRH AS SHOWN DESIGNED: BRH DRAWN: JHH ONE INCH CHECKED: AT FULL SCALE TFD IF NOT ONE INCH NO. REVISION I BY I DATE AP P R APPROVED: SCALE ACCORDINGLY g, H I vTCy 9 of?. U F N SEAL Z �1969 gSFI I NGI VERTICAL: NAVE) 19W HORIZONTAL- NAD 1283/1991 DATUM VICINITY MAP NNO SCALE PROJECT CONTACTS: PROJECT ADDRESS: 64 RAINIER AVENUE S. RENTON, WA 98057 OWNER: BURKHEIMER FAMILY LLC ARCHITECT OF RECORD: LANCE MUELLER & ASSOCIATES 130 LAKESIDE AVENUE SUITE 250 SEATTLE WA 98122 CONTACTS: LANCE MUELLER PHONE: (206) 325-2553 UTILITY CONTACTS: SANITARY SEWERS. STORM DRAINAGE, AND WATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7200 TELEPHONE CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 SHEETINDEX SURVEYOR: BUSH, ROED & HITCHINGS, INC 2009 MINOR AVE E SEATTLE, WA 98102 CONTACT: TAYLOR SHULTE, P.L.S. toyors@brhinc.com PHONE: (206) 323-4144 ENGINEER: BUSH, ROED & HITCHINGS, INC 2009 MINOR AVE E SEATTLE, WA 98102 CONTACT: TED DIMOF, P.E. tedd@brhinc.com PHONE: (206) 323-4144 POWER AND NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 Cl COVER SHEET & NOTES C2 CITY OF RENTON UTILITY NOTES C3 CITY OF RENTON UTILITY NOTES C4 HORIZONTAL CONTROL PLAN C5 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN C6 TEMPORARY EROSION AND SEDIMENTATION CONTROL DETAILS C7 GRADING AND STORM DRAINAGE PLAN C8 UTILITY PLAN C9 STORM DRAINAGE DETAILS C10 WATER & SANITARY SEWER DETAILS CITY OF RENTON Planning/Building/Public Works Dept. AS -BUILT RECORD DRAWINGS COVER SHEET STARBUCKS AT AIRPORT PLAZA LANCE MUELLER & ASSOCIATES RENTON, WASHINGTON DATE: 4/24/2017 FIELDBOOK: PAGE: 2016067 C1 10 R-393601