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Home My WebLink AboutT-412201SE 1/4, SEC. 28, TWP. 23N, RGE. 5E, W.M. GENERAL NOTES 1 Q 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 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. 0 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY LU OF RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. I- 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE N INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 5. VERTICAL DATUM: CITY OF RENTON, 1988 NAVE. �T} V 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBUC, 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 FIAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WEDGE STANDARD SPECIFICATIONS 1-07.23-TRAFOC CONTROL, SHALL 0 O APPLY. cr 7. ALL UTIUTIES SHALL BE ADJUSTED TO FINAL GRADE. FIIIIII UTILITY SERVICE NOTES 1. COORDINATE BLDG. SYSTEM CONNECTION SIZES, LOCATIONS, AND INVERT ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT THERE ARE NO CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILITIES. 2. COORDINATE INSTALLATION OF NEW WATER AND SEWER SERVICES WITH BOOS CREEK WATER AND SEWER DISTRICT. 3. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE METER, LINE SIZE, AND FDC LINE SIZES PRIOR TO CONSTRUCTION. 4. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAG 212-80-043(9). 5. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND FIRE SERVICE PIPING PER THE STATE OF WASHINGTON WAG 212-80-043(2). 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/CONSTRUCTION LIMITS. INSTALL TREE PROTECTION MEASURES PER TREE RETENTION PLAN. 4. INSTALL CATCH BASIN PROTECTION TO COLLECT SEDIMENT -LADEN RUNOFF FROM ENTERING EXISTING STORM SYSTEM. 5. GRADE AND INSTALL STABILIZED CONSTRUCTION ENTRANCES) TO PREVENT TRACKING OF SEDIMENTS OFF-SRE. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. GRADE AND STABILIZE CONSTRUCTION ROADS. 8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 10. 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. 11. 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 THEN MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. PROJECT CONTACTS OWNER ARCHITECT HABITAT FOR HUMANITY TONKIN ARCHITECTURE SEATTLE-KING COUNTY 2701 JET AVE SUITE 520 560 NACHES AVE. SW #110 SEATTLE, WA 98121 RENTON, WA 98057 CONTACT: PAM DERRY CONTACT: PATRICK SULLIVAN TEL: (206) 624-7880 TEL: (206) 453-2950 LANDSCAPE ARCHITECT CIVIL ENGINEER KAREN REST COTERRA ENGINEERING PLLC LANDSCAPE ARCHITECTS 321 3RD AVE SOUTH #406 111 W JOHN ST SEATTLE, WA 98104 SEATTLE, WA 98119 CONTACT: PETER APOSTOL CONTACT: DIANA HAMMER TEL: (206) 596-7115 TEL: (206) 323-6032 MECHANICAL/FIRE PROTECTIONAIGNTING GEOTECHNICAL ENGINEER PRESSLER ENGINEERING, INC SOUTH SOUND GEOTECHNICAL 22122 20TH AVE BE #161 CONSULTING BOTHELL, WA 98021 PO BOX 39500 CONTACTS: DAWNE HERRICK LAKEWOOD, WA 98496 JIM PRESSLEY CONTACT: TIMOTHY ROBERTS TEL: (425) 485-3002 TEL: (253) 973-0515 STRUCTURAL WETLAND CONSULTANT MICHAEL NOUWENS THE WATERSHED COMPANY STRUCTURAL CONSULTANTS 750 SIXTH ST S 130 END AVE N #921 KIRKLAND, WA 98033 EDMONDS, WA 98020 CONTACT: RYAN RATED CONTACT: MICHAEL NOUWENS TEL: (425) 822-5242 TEL: (206) 546-8446 coterra ENGINEERING PLLC 321 3rd Ave South, Suite 406 Seattle, Washington 98104 ph 206.596.7115 coterraeng i neeri ng.com LA FORTUNA PHASE III RENTON, WASHINGTON PROJECT INFORMATION SITE ADDRESS 17304 127TH PLACE BE, RENTON, WA 98058 KING COUNTY PARCEL NUMBERS 395620-0000, 395620-0010, 395620-0020, 395620-0030, 395620-0040, LEGAL DESCRIPTION LA FORTUNA MASTER CONDOMINIUM, ACCORDING TO THE SURVEY MAP AND PLANS RECORDED IN VOLUME 271 OF CONDOMINIUMS, PAGES 99 THROUGH 101, INCLUSIVE, AND ANY AMENDMENTS THERETO, AND THE DECLARATION THEREOF RECORDED UNDER RECORDING NO. 20110323000821, AND ANY AMENDMENTS THERETO, RECORDS OF KING COUNTY, WASHINGTON. ZONING R-10 DESCRIPTION OF WORK SITE DEVELOPMENT OF REMAINING UNDEVELOPED PORTION OF HABITAT FOR HUMANITY'S EXISTING LA FORTUNA PROPERTY TO CONSTRUCT AN ADDITIONAL 12 TOWNHOMES IN THREE BUILDINGS AND 3 SURFACE PARKING AREAS. PROJECT INCLUDES ASSOCIATED STORM DRAINAGE, UTILITY CONNECTIONS, LANDSCAPING, AND SITE LIGHTING IMPROVEMENTS. SITE COMMON OPEN SPACES TO BE PROVIDED INCLUDING PEA PATCH, COMMUNITY RECREATION SPACE, AND PLANNED SPACE FOR FUTURE PLAYGROUND. UTILITY PRONDERS WATER: BOOS CREEK WATER AND SEWER DISTRICT SEWER: SODS CREEK WATER AND SEWER DISTRICT STORM DRAINAGE: Cltt OF RENTON ELECTRICAL: PUGET SOUND ENERGY SHEET INDEX PAGE I SHEET SHEET TITLE NUMBER NUMBER 1 C1.0 CIVIL COVER AND NOTES 2 C1.1 CIVIL NOTES 3 SURVEY 1 OF 2 BOUNDARY AND TOPOGRAPHIC SURVEY 4 SURVEY 2 OF 2 BOUNDARY AND TOPOGRAPHIC SURVEY 5 EASEMENTS EASEMENT EXHIBIT 6 C2.0 TESL PLAN 7 C2.1 TESC DETAILS 8 C3.0 PAVING AND GRADING PLAN 9 C4.0 STORM DRAINAGE PLAN 10 CEO BOOS CREEK WATER AND SEWER PLAN (FOR REF ONLY) 11 C&O CIVIL DETAILS 12 C6.1 CIVIL DETAILS 13 C6.2 CIVIL DETAILS 14 C6.3 CIVIL DETAILS 15 CEA BOOS CREEK SEWER DETAILS (FOR REF ONLY) 16 C6.5 SODS CREEK WATER DETAILS (FOR REF ONLY) 17 C6.6 CIVIL DETAILS 18 C6.7 WALL DETAILS 19 EI.1 ELECTRICAL SITE LIGHTING 20 E1.2 ELECTRICAL SCHEDULE & DETAILS 21 EI.3 SITE LIGHTING PHOTOMEIRICS 22 LOA TREE PLAN 23 LO.2 TREE LEGEND & NOTES 24 HA LANDSCAPE PLAN 25 L1.2 LANDSCAPE NOTES & LEGEND 26 L1.3 LANDSCAPE ENLARGEMENTS 27 HA LANDSCAPE DETAILS 28 L2.1 IRRIGATION PLAN 29 L22 IRRIGATION NOTES & LEGEND DATE OF NOTICE OF ENVIRONMENTAL DETERMINATION: DECEMBER 17, 2019 MITIGATION MEASURES 1. THE APPDCANT SHALL SUBMIT AN UPDATED WETLANDS DELINEATION REPORT PREPARED BY A PROFESSIONAL WETLANDS ECOLOGIST OR EQUIVALENT THAT INCLUDES A SPECIFIC DETERMINATION OF NO IMPACT ON THE WETLANDS CREATED BY THE BUFFER ENCROACHMENT. IF THE CONSULTANT FINDS THAT IMPACTS ARE EXPECTED, THE APPLICANT SHALL EITHER PROVIDE A MITIGATION PLAN TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AT THE TIME OF CONSTRUCTION PERMIT SUBMITTAL, OR REDESIGN THE PROJECT IN A WAY THAT DOES NOT RESULT IN IMPACTS TO THE WETLANDS. 2. EARTHWORK OUTLINED IN THE GEOTECHNICAL REPORT SHALL BE LIMITED TO SEASONALLY DRIER PERIODS (TYPICALLY APRIL 1 TO OCTOBER 31) IN ACCORDANCE WITH THE GEOTECHNICAL RECOMMENDATION MADE BY SOUTH SOUND GEOTECHNICAL CONSULTING, UNLESS OTHERWISE APPROVED BY COMMUNITY AND ECONOMIC DEVELOPMENT STAFF. 3. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE GEOTECHNICAL ENGINEERING REPORT COMPLETED BY SOUTH SOUND GEOTECHNICAL CONSULTING (DATED JULY 31, 2019) OR AN UPDATED REPORT SUBMITTED AT A LATER DATE, UNLESS OTHERWISE APPROVED BY COMMUNITY AND ECONOMIC DEVELOPMENT STAFF. ABBREVIATIONS BC. BOTTOM OF CURB BW: BOTTOM OF WALL MW: MIDDLE OF WALL TW: TOP OF WALL TO TOP OF CURB EX: EXISTING DI: DUCTILE IRON SD: STORM DRAIN SS: SANITARY SEWER W: WATER TYP: TYPICAL UNO: UNLESS NOTED OTHERWISE SE 172nd 51 F'FlOJECT SE 172nd S1 A a1721M SL Is a' Divine Peace Lutheran Church v 0 O SE % RpVRs 4 kY Rd Rd VICINITY MAP NITS SURVEY INFORMATION HORIZONTAL DATUM- NAD83(91) DATUM PER CITY OF RENTON VERTICAL DATUM - NAV088 PER CITY OF RENTON HORIZONTAL CONTROL: CITY OF RENTON CONTROL POINT DESIGNATION 1863: N 51203.3389 E 397994,2635 CITY OF RENTON CONTROL POINT DESIGNATION 1969: N 50411.6141 E 398779.7661 BASIS OF BEARINGS IS THE CENTERLINE OF BE 172NO ST PER THE KING COUNTY BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NUMBER 20021107900008, RECORDS OF KING COUNTY, WASHINGTON. TOTAL SITE AREA=196,511 SO. FT. OR APPROX. 4.51 ACRES VERTICAL CONTROL: DATUM: CITY OF RENTON DESIGNATION: CITY OF RENTON MON # 1863 FOUND 1/8- BRASS PIN IN MON IN CASE AT THE INTERSECTION OF 116TH AVE BE AND BE 168TH ST. ELEVATION - 459.077 FEET ary of mmIIIIIIIIIIIIIIIIIIIIIIIIIIton O DEVELOPMENT ENGINEERING DIVISION APPROVED 06/03/2020 msippo �+ R-412201 T-412201 IN COMPLIANCE WITH CITY OF RENTON STANDARDS = REGIONAL FIRE AU1110I a APPROVED 07, SURFACE WATER UTILITY Q cinemas 06/04/2020 jfarah 06/03/2( z CURRENT PLANNING annoroanroth 06/03/2020 F=20� "w MOI CITY OF ` RENTON LA FORTUNA PH III 17210-17324 127TH STREET RENTON, WA ' m Ma I PERMIT RESUBMITTAL 3 5 22 2rAPPR PERMIT RESUBMITTAL 2 5 13 2 DM DATUM CIVIL COVER 4 07 2��m: h PERMIT RESUBMITTAL PA P Ly Planning/Building/Public Works Dept. AND NOTES REVISION BY DATE H UL J 12/13/20 G NO 2 C1.0