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Home My WebLink AboutzR-4200SetO N 0 W U7 Z LU 73 I- rr Q n 0 LU rr LU a i;.i zz J lL :NTON Blip. APN I APN PLAN VIEW 1 "=30' PARCEL NUMBER TITLE PARCEL A (APN. 172305-9069) TITLE PARCEL B (APN. 172305-9136) TITLE PARCEL C (APN. 182305-9115) TITLE PARCEL D (APN. 182305-9282) VERTICAL DATUM VERTICAL DATUM FOR THIS SURVEY IS ESTABLISHED PER THE PUBLISHED ELEVATION OF CITY OF RENTON POINT DESIGNATION 1847, BEING A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET,. ELEVATION WAS HELD AT 230.75' CHECK BETWEEN PROJECT BENCHMARK AND CITY OF RENTON POINT ID #1847 , RESULTED IN A VERTICAL CLOSURE OF +0.005' OF PUBLISHED. ®R Know what's below. Call before you dig. SITE ADDRESS 625 WILLIAMS AVE. S. RENTON, WA 98055 TOPOGRAPHIC NOTE THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL CANNOT ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY BASIS O F BEARING ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. BASIS OF BEARING WAS DERIVED BY OBSERVATION ON A FOUND COPPER PIN, DOWN 0.3' IN CASE IN NORTHEAST 8TH STREET, KNOWN AS CITY OF TRENCH NOTE RENTON ID #1847 AND A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET, KNOWN AS CITY OF RENTON ID #230. IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE BEARING BETWEEN THESE TWO MONUMENTS WAS TAKEN AS S12°34'16"W PROJECT BASE POINT FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF LATITUDE: 47.479786605 WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE LONGITUDE:-122.213171369 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND HEIGHT:-44.207 AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL PROJECT COMBINED SCALE: 0.9999940560 MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. 0511212022 ZONING / SITE AREA CENTER DOWNTOWN (CD) AND RESIDENTIAL WITH 14 DU/ACRE. SITE AREA: 58,236± SF 0- CivilEngirieers 1 PERMIT REVISION Sfrudwal Elgineers 1 2 PERMIT REVISION _ LaIdlo &ChO Community Planners 3 PERMIT REVISION Land Surveyors Hj B] L j Neighbors T A C O M A • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL N 0. REVISION 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL r -% Atj IV 2 S Gtn Si 5 7 .0 VICINITY MAP SCALE: 1 "=500' SHEET NUMBER C1.00 a' C1.10 a. SHEET 1 SHEET 2 SHEET 3 LAND ° EDGE C2. 00 C2.10 J C3.00 .4 C3.10 C3.20 C4.00 \Y C4.10 �G 4. C5.00 C5.10 05.20 15" M. STORM(G1) C5.30 • C5.40 Slo c,/ C6.00 ,8 C6.10 S'0RM Cl C6.20 C6.30 C6.40 C6.50 C6.60 C6.70 C6.80 C7.00 C7.10 UTILITY NOTE C7.20 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS C7.30 REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT C7.40 LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT INCUR C7.50 DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE C7.60 ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. AUTOCAD FILE © 2020 Mic 1 L CIVIL SHEET INDEX SHEET TITLE COVER SHEET NOTES EXISTING CONDITIONS PLAN EXISTING CONDITIONS PLAN SHEET 3 - EXISTING CONDITIONS PLAN HORIZONTAL CONTROL AND PAVING PLAN PAVEMENT DETAILS DEMO AND TESC PLAN TESC DETAILS TESC DETAILS GRADING PLAN DETAILS DRAINAGE CONTROL PLAN FLOW CONTROL DETAILS STORM DETAILS STORM DETAILS STORM DETAILS UTILITY PLAN NOTES WATER PROFILE AND NOTES PUBLIC WATER DETAILS PUBLIC WATER DETAILS PUBLIC WATER DETAILS PUBLIC WATER DETAILS PRIVATE WATER DETAILS PUBLIC SEWER DETAILS GRADY WAY AVENUE S. ROAD AND PAVING PLAN WILLIAMS ROAD AND PAVING PLAN STREET SECTIONS & CURB RAMP ENLARGEMENTS STREET FRONTAGE DETAILS STREET FRONTAGE DETAILS STREET FRONTAGE DETAILS CHANNELIZATION PLAN LANDSCAPING SHEET INDEX SHEET SHEET TITLE NUMBER 1-0.0 LANDSCAPE COVER SHEET L0.1 TREE RETENTION PLAN 1-1.0 MATERIALS PLAN AT GRADE 1-1.1 MATERIALS PLAN LEVELS 2 AND 6 L1 2 MATERIALS DETAILS AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S 1-1.3 MATERIALS DETAILS LEVELS 2 AND 6 CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE L2.0 PLANTING PLAN AT GRADE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT L2.1 PLANTING PLAN LEVELS 2 AND 6 LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR L2.2 PLANTING DETAILS ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 L3.0 IRRIGATION PLAN FAX: (253) 383-2572 L3.1 IRRIGATION PLAN LEVELS 2 AND 6 CONTACT: L3.2 IRRIGATION DETAILS L4.0 PROMENADE EXHIBIT JN 3/18/22 DT SURVEYED: SCALE: T.L. VERTICAL NAVD lsaa J N 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 CITY O F DESIGNED: JN 5/12/22 DT J.N. RENTON DRAWN: OR J.N. ONE INCH 1 A CHECKED: DATU M DT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLY F Corporation © 2020 HERE,� n� CIVIL ENGINEER 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: JESSE NEWMAN EMAIL: JNEWMAN@AHBL.COM SURVEYOR LANKTREE SURVEYING, INC 25510 74TH AVENUE SOUTH KENT, WA 98032 PHONE: (253) 653-6423 CONTACT: TREVOR LANKTREE ARCHITECT STUDIO 19 ARCHITECTS 207 1/2 1ST AVE S SUITE 300, SEATTLE, WA 98104 PHONE: (206) 466-1225 CONTACT: JEFF WALLS EMAIL: JWALLS@STUDI019ARCHITECTS.COM LANDSCAPE ARCHITECT 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: CAROLINE TEMPLETON EMAIL: CTEMPLETON@AHBL.COM STRUCTURAL ENGINEER 1200 6TH AVE #1620, SEATTLE, WA 98101 PHONE: (253) 383-2422 CONTACT: KEN LELAND EMAIL: KLELAND@AHBL.COM GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 15365 NE 90TH ST #100, REDMOND, WA 98052 PHONE: (425) 449-4704 CONTACT: KYLE R. CAMPBELL LO LO T 0 N u T a J H H R-420001 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ z w DEVELOPMENT ENGINEERING SURFACE WATER UTILITY o JChavez 05/16/2022 JFarah 05/17/2022 REGIONAL FIRE AUTHORITY �� ^*oti APPROVED WATER UTILITY Q cthomas 05/18/2022 c�9�..y>°pF agafour 05/19/2022 0 LU03/18/2022 WATERSHED APARTMENTS 2 CIVIL CONSTRUCTION PERMIT FIELDBOOK: (n PAGE DRAWING NO:Uj COVER SHEET C 1.00 Q SHEET: OF: 46 o I LEGAL DESCRIPTION LUA CONDITIONS OF APPROVAL 0 (V TITLE PARCEL A (APN. 172305-9069): THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 17 AND OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, ALL IN O TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RENTON, KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF THE ABANDONED RENTON MINE SPUR RIGHT-OF-WAY WITH THE SECTION LINE BETWEEN SECTIONS 17 AND 18, SAID POINT BEING 28.4 0 FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 w AND 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; THENCE NORTHWESTERLY ALONG SAID RIGHT-OF-WAY 4.33 FEET MORE OR LESS TO ITS INTERSECTION WITH THE NORTHERLY MARGINAL LINE OF GRADY WAY AND THE TRUE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED TRACT; THENCE NORTHEASTERLY ALONG SAID MARGINAL LINE ON A CURVE TO LEFT, WITH A RADIUS OF 3780 FEET, A DISTANCE OF 109.01 FEET MORE OR LESS TO ITS INTERSECTION WITH THE WEST LINE OF WILLIAMS STREET; THENCE ALONG SAID WEST LINE NORTH 1 °29'09" EAST 86.00 FEET TO A POINT 288.31 FEET SOUTH OF THE SOUTHEAST CORNER OF BLOCK 28 OF THE TOWN OF RENTON PLAT; THENCE NORTH 88°23'51" WEST 199.05 FEET, MORE OR LESS, TO THE EASTERLY LINE OF THE SAID RENTON MINE SPUR RIGHT-OF-WAY; THENCE SOUTHEASTERLY ALONG SAID EASTERLY LINE ON A CURVE TO THE LEFT WITH A RADIUS OF 536.35 FEET, A DISTANCE OF 202.32 FEET MORE OR LESS TO THE NORTHERLY MARGIN OF GRADY z WAY AND THE TRUE POINT OF BEGINNING. w C TITLE PARCEL B (APN. 172305-9136): G THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 17 AND OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M., KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS; Q n BEGINNING AT THE INTERSECTION OF THE EASTERLY LINE OF THE ABANDONED RENTON MINE SPUR RIGHT-OF-WAY WITH THE SECTION LINE BETWEEN SECTIONS 17 AND 18, SAID POINT BEING 28.4 Q FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 AND 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 0 THENCE NORTHWESTERLY ALONG SAID RIGHT OF WAY 4.33 FEET MORE OR LESS TO ITS INTERSECTION WITH THE NORTHERLY MARGINAL LINE OF GRADY WAY; w THENCE NORTHEASTERLY ALONG SAID MARGINAL LINE ON A CURVE TO THE LEFT WITH A RADIUS OF 3780 FEET, A DISTANCE OF 109.01 FEET MORE OR LESS TO ITS INTERSECTION WITH THE WEST LINE OF WILLIAMS STREET; THENCE ALONG SAID WEST LINE NORTH 1 °29'09"EAST 86.00 FEET TO A POINT 288.31 FEET SOUTH OF THE SOUTHEAST CORNER OF BLOCK 28 OF THE TOWN OF RENTON PLAT AND THE TRUE POINT OF W BEGINNING OF THE FOLLOWING DESCRIBED TRACT; Q THENCE CONTINUING NORTH 1°29'09"EAST 98.00 FEET TO A POINT 190.31 FEET SOUTH OF SAID SOUTHEAST CORNER OF BLOCK 28; THENCE NORTH 88°23'51"WEST 235.22 FEET MORE OR LESS TO THE EASTERLY LINE OF SAID RENTON MINE SPUR RIGHT-OF-WAY; THENCE SOUTHEASTERLY ALONG SAID EASTERLY LINE ON A CURVE TO THE LEFT WITH A RADIUS OF 536.35 FEET, A DISTANCE OF 104.51 FEET; THENCE SOUTH 88°23'51 "EAST 199.05 FEET TO THE WEST LINE OF WILLIAMS STREET AND THE TRUE POINT OF BEGINNING. TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS AND UTILITIES OVERLY THE WESTERLY 10 FEET IN WIDTH OF THAT PORTION OF SAID SUBDIVISION LYING EASTERLY OF SAID RENTON MINE SPUR RIGHT-OF-WAY SOUTH OF THE ABOVE DESCRIBED TRACT, AND NORTHWESTERLY OF SAID GRADY WAY. TITLE PARCEL C (APN. 182305-9115): THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 18; THENCE WEST ALONG SAID SOUTH LINE 41.6 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED BY RENTON COOPERATIVE COAL COMPANY TO CLAUSE JORGENSEN BY DEED BEARING RECORDING NUMBER 155011; THENCE NORTHWESTERLY WITH A 9 47 RIGHT CURVE THROUGH 370 8 A DISTANCE OF 379.56 FEET TO THE NORTHERLY CORNER OF SAID JORGENSEN TRACT THENCE NORTHERLY ALONG A LINE WHICH IS 30 FEET EASTERLY OF THE EASTERLY MARGIN OF THE RIGHT OF WAY HERETOFORE DEEDED TO THE NORTHERN PACIFIC AND PUGET SOUND SHORE RAILROAD AND RECORDED IN VOLUME 137 OF DEEDS, PAGE 423, RECORDS OF KING COUNTY, WASHINGTON, TO ITS INTERSECTION WITH THE SOUTH LINE OF 6TH STREET; THENCE EAST ALONG SAID SOUTH LINE AND ITS EASTERLY PRODUCTION TO THE WESTERLY LINE OF A TRACT CONVEYED BY CLAUSE JORGENSEN TO ANDREW PETER JORGENSEN BY DEED BEARING RECORDING NUMBER 167312; THENCE SOUTHEASTERLY ALONG SAID WESTERLY LINE WITH 10°42' LEFT CURVE THROUGH 47'V TO THE EAST LINE OF SAID SECTION 18; THENCE SOUTH ALONG SAID EAST LINE 28.4 FEET TO THE PLACE OF BEGINNING; EXCEPT THAT PORTION THEREOF, IF ANY, LYING WITHIN THE FOLLOWING: BEGINNING AT A POINT ON THE WEST MARGIN OF WILLIAMS STREET, 100 FEET SOUTH OF THE SOUTHEAST CORNER OF BLOCK 28, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; THENCE NORTH ALONG SAID WEST MARGIN 50 FEET; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID BLOCK 28,120 FEET; THENCE NORTH PARALLEL WITH THE WEST MARGIN OF WILLIAMS STREET, 50 FEET TO THE SOUTHEAST CORNER OF LOT 10, SAID BLOCK 28; THENCE WEST 120 FEET TO THE SOUTHWEST CORNER OF SAID BLOCK 28; THENCE SOUTH ALONG THE PRODUCED WEST LINE OF SAID BLOCK 28, 7 FEET; THENCE WEST PARALLEL WITH THE PRODUCED SOUTH LINE OF SAID BLOCK, 10.2 FEET; THENCE SOUTH 48 FEET TO THE EASTERLY MARGIN OF THE ABANDONED RENTON COAL MINE SPUR RIGHT OF WAY; THENCE SOUTHERLY ALONG SAID EASTERLY MARGIN ON A 10°42' CURVE TO THE LEFT TO A POINT 100 FEET, MEASURED PARALLEL WITH SAID WEST MARGIN OF WILLIAMS STREET, SOUTH OF SAID SOUTH LINE OF BLOCK 28; THENCE EAST PARALLEL WITH SAID SOUTH LINE TO THE POINT OF BEGINNING; AND EXCEPT THAT PORTION LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WEST MARGIN OF WILLIAMS STREET, 190.31 FEET SOUTH OF THE SOUTHEAST CORNER OF BLOCK 28, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; THENCE WEST PARALLEL WITH THE SOUTH LINE OF SAID BLOCK 28 TO A POINT ON THE WEST LINE OF PARCEL A AND THE TERMINUS OF THE LINE DESCRIBED HEREIN; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THAT PORTION OF RIGHT OF WAY DEEDED TO NORTHERN PACIFIC AND PUGET SOUND SHORE RAILROAD AND RECORDED IN VOLUME 137 OF DEEDS, PAGE 423, IN KING COUNTY, WASHINGTON; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE RIGHT OF WAY FOR SOUTH GRADY WAY. TITLE PARCEL D (APN. 182305-9282): THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID SECTION 18 A DISTANCE OF 118 FEET WEST OF THE SOUTHEAST CORNER OF SAID SECTION, SAID POINT BEING THE MOST WESTERLY CORNER OF A TRACT OF LAND CONVEYED TO SEATTLE-TACOMA INTERURBAN RAILWAY BE DEED BEARING RECORDING NO. 262640; THENCE NORTH 74°20' EAST 61 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED BY RENTON COOPERATIVE COAL COMPANY TO CLAUSE JORGENSEN BY DEED BEARING RECORDING NO. 155011; THENCE SOUTH EASTERLY ALONG SAID EASTERLY LINE 75 FEET TO THE POINT OF BEGINNING. ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. w Know what's below. Z Call before you dig. J tL 0511212022 1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 24, 2021. i. THE PROJECT CONSTRUCTION SHALL COMPLY WITH THE RECOMMENDATIONS FOUND IN THE SUBMITTED UPDATED GEOTECHNICAL STUDY, PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JUNE 10TH, 2020, AND FUTURE ADDENDA. ii. THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). iii. THE APPLICANT SHALL INSTALL PEDESTRIAN SIGNALIZATION AND CHANNELIZATION ELEMENTS FOR THE CROSSING BETWEEN THE SE CORNER OF THE PROJECT SITE AND THE SW CORNER OF THE S GRADY WAY/WILLIAMS AVE S INTERSECTION. THE ELEMENTS MAY INCLUDE, BUT ARE NOT LIMITED TO, A PAINTED CROSSWALK, A PEDESTRIAN SIGNAL, OR AN IN -STREET CROSSING SIGNS. THE PROPOSED ELEMENTS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 2. THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE PROPOSED BUILDINGS ARE NOT BUILT ACROSS PROPERTY LINES. THE LOT COMBINATION SHALL INCLUDE ALL FOUR (4) PARCELS INCLUDED AS PART OF THE PROJECT (APNS 1723059069, 1723059136, 1823059115, AND 1823059282). THE INSTRUMENT SHALL BE RECORDED PRIOR TO THE ISSUANCE OF TEMPORARY CERTIFICATE OF OCCUPANCY. 3. THE APPLICANT SHALL UTILIZE A SPECIES FROM THE APPROVED STREET TREE LIST AND SPACING GUIDELINES DOCUMENT FOR THE WILLIAMS AVE S AND S GRADY WAY ROW STREET TREES AND SHALL UTILIZE THE CITY -APPROVED TREE GRATES AS REQUIRED IN THE DOWNTOWN STREETSCAPE DESIGN STANDARDS AND GUIDELINES. THE STREET TREES AND ASSOCIATED TREE GRATES SHALL BE SHOWN ON THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED STREET TREES AND GRATES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 4. THE APPLICANT SHALL INSTALL A MIX OF GROUND COVER, SHRUBS, AND TREES ALONG THE ENTIRE LENGTH OF THE PARKING LOT LANDSCAPE STRIP ALONG THE NORTH SIDE OF THE SITE. THE NEW PLANTINGS SHALL BE INCLUDED ON THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE ADDITIONAL TREES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 5. THE APPLICANT SHALL UTILIZE LARGE STATURE DECIDUOUS OR EVERGREEN TREES FOR ALL TREES IN THE LANDSCAPE STRIP ALONG THE NORTH SIDE OF THE SITE. THE ALTERNATIVE TREE SPECIES SHALL BE INCLUDED ON THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE TREE SPECIES AND SPACING SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 6. THE APPLICANT SHALL CLEARLY INDICATE ON THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION HOW THE PLAN MEETS THE 10% TREE REPLACEMENT REQUIREMENTS INCLUDING BUT NOT LIMITED TO THE 50% CREDIT LIMITATION PROVIDED FOR THOSE TREES THAT ARE REQUIRED PURSUANT TO RMC 4-4-070. IF ONSITE REPLACEMENT FOR THE TREES IS NOT PRACTICAL, THEN PAYMENT INTO THE CITY'S URBAN FORESTRY PROGRAM FUND MAY BE APPROVED FOR THOSE TREES THAT CANNOT ACCOMMODATED ONSITE. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 7. THE APPLICANT SHALL INCLUDE A FENCE SPECIFICATIONS SHEET IN THE DETAILED LANDSCAPING PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. ALL FENCES ON THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 8. THE APPLICANT SHALL SUBMIT A SURFACE MOUNTED UTILITY PLAN THAT INCLUDES CROSS-SECTION DETAILS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE PLAN SHALL PROVIDE AND IDENTIFY SCREENING MEASURES CONSISTENT WITH THE OVERALL DESIGN OF THE DEVELOPMENT. THE SURFACE MOUNTED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. IN ADDITION, STAFF RECOMMENDS AS A CONDITION OF APPROVAL THAT THE APPLICANT BE REQUIRED TO SUBMIT A ROOFTOP EQUIPMENT EXHIBIT WITH THE ELEVATION PLANS ASSOCIATED WITH THE BUILDING PERMIT APPLICATION. THE EXHIBIT SHALL PROVIDE CROSS SECTION DETAILS AND IDENTIFY PROPOSED ROOFTOP SCREENING THAT IS INTEGRAL AND COMPLEMENTARY TO ARCHITECTURE OF THE BUILDINGS. THE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 9. THE APPLICANT SHALL PROVIDE DETAILS OF THE PROPOSED OFF-STREET BICYCLE PARKING FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 10. THE APPLICANT SHALL RECORD A PUBLIC ACCESS EASEMENT ACROSS THE PEDESTRIAN PROMENADE AREA ON THE WESTERN PORTION OF THE SITE. DRAFT EASEMENT DOCUMENTS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. THE EASEMENT SHALL BE RECORDED WITH KING COUNTY PRIOR TO ISSUANCE OF A TEMPORARY CERTIFICATE OF OCCUPANCY. 11. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES DETAILS AND DIMENSIONS OF EACH UNIT'S PRIVATE OPEN SPACE AND PROVIDES CALCULATIONS DEMONSTRATING COMPLIANCE WITH THE PRIVATE OPEN SPACE STANDARDS. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL ANY MODIFICATIONS TO THE PRIVATE OPEN SPACE STANDARDS WITH REGARD TO DIMENSIONAL STANDARDS OR SUBSTITUTING ADDITIONAL COMMON OPEN SPACE MAY BE CONSIDERED AS A MINOR ADJUSTMENT PRIOR TO BUILDING PERMIT PURSUANT TO RMC 4-90150J.2.A. 12. THE APPLICANT SHALL PROVIDE A PROMENADE EXHIBIT AS PART OF THE FINAL LANDSCAPING PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT THAT IDENTIFIES A DISTINGUISHING PAVING MATERIAL FOR THE ACCESS DRIVEWAY, AS WELL AS ANY LANDSCAPING, SEATING, ARTWORK, AND OTHER PROGRAMMING IN THE PROMENADE. THE PROMENADE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 13. THE APPLICANT SHALL SUBMIT A FINAL LANDSCAPE PLAN THAT PROVIDES THE TRANSITION ON WILLIAMS AVE S BETWEEN THE 12-FOOT SIDEWALK AND THE 5-FOOT SIDEWALK WITH 8-FOOT LANDSCAPE STRIP NORTH OF THE PROPOSED DRIVEWAY. THE FINAL LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. ACCOMMODATED ONSITE. THE DETAILED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 14. THE APPLICANT SHALL INSTALL A CURB BULB AT THE NORTHWEST CORNER OF THE INTERSECTION OF WILLIAMS AVE S AND S GRADY WAY NEAR THE SOUTHEAST CORNER OF THE SITE IN ORDER TO IMPROVE PEDESTRIAN SAFETY. THE CURB BULB SHALL BE SHOWN ON THE CIVIL CONSTRUCTION PLANS FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER. 15. THE APPLICANT SHALL SUBMIT DETAILED PROGRAMMING PLANS FOR EACH OF OPEN SPACE/RECREATION AREAS WITH THE BUILDING PERMIT APPLICATION. THE OPEN SPACE PROGRAM PLAN SHALL PROVIDE DETAILS OF INTENDED USE, STREET FURNITURE, LANDSCAPING, AND OTHER FURNISHINGS PROVIDED BY THE APPLICANT. 16. THE APPLICANT SHALL SUBMIT REVISED EXTERIOR ELEVATIONS WITH THE BUILDING PERMIT APPLICATION THAT PROVIDE ADDITIONAL PRIMARY ENTRY ELEMENTS AT THE SOUTHWEST CORNER THAT ARE PROMINENT AND VISIBLE FROM THE STREET. ENTRY ELEMENTS MAY INCLUDE BUT ARE NOT LIMITED TO, A MORE PROMINENT SINGLE ENTRY AT THE CORNER, ADDITIONAL ARCHITECTURAL ARTICULATION, AN ALTERNATE FACADE THAT PROVIDE DIFFERENTIATION IN MATERIAL AND/OR COLOR FROM OTHER PORTIONS OF THE BUILDING, PEDESTRIAN LEVEL LIGHTING, OR OTHER IDENTIFYING VISUAL FEATURES AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT ISSUANCE. 17. THE APPLICANT SHALL SUBMIT A PLAN FOR THE ARTWORK ALONG THE SECTION OF SPANDREL GLAZING SHOWN IN THE ELEVATIONS (EXHIBIT 6) WITH THE BUILDING PERMIT APPLICATION, AS WELL AS ANY OTHER ARTWORK ON THE EXTERIOR OF THE SITE. ALL PROPOSED ARTWORK ON THE EXTERIOR OF THE BUILDING SHALL BE REVIEWED AND APPROVED BY THE CITY OF RENTON ARTS COMMISSION PRIOR TO ISSUANCE OF A TEMPORARY CERTIFICATE OF OCCUPANCY. 18. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT IDENTIFIES ADDITIONAL FOUNDATION -LEVEL LANDSCAPING ALONG THE FACADE FACING WILLIAMS AVE S. THE LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT APPROVAL. 19. THE APPLICANT SHALL SUBMIT DETAILED ELEVATIONS OF THE WEST FACADE OF THE BUILDING AT THE TIME OF BUILDING PERMIT SUBMITTAL. THE ELEVATION SHALL CONTAIN DETAILS ON THE SPECIFIC DESIGN FEATURES SUCH AS ARTWORK, MATERIAL TEXTURING, OR LIGHTING. IN ADDITION, THE APPLICANT SHALL SUBMIT A 3D RENDERING OF THE EXTERIOR WALL AS VIEWED FROM THE SIDEWALK ALONG S GRADY WAY ADJACENT TO THE PROMENADE. IN ADDITION TO THE FACADE WALL, THE 3D RENDERING SHALL SHOW ALL PEDESTRIAN AMENITIES, LANDSCAPING, OR OTHER PHYSICAL FEATURES IN FRONT OF THE FACADE. THE FINAL DESIGN OF THE WALL AND ASSOCIATED DESIGN FEATURES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. ANY PROPOSED ARTWORK, INCLUDING BUT NOT LIMITED TO, PAINTED MURALS, CUT-OUT METAL ART PANELS, MOUNTED SCULPTURES, ETC, ON THE EXTERIOR OF THE BUILDING SHALL BE REVIEWED AND APPROVED BY THE CITY OF RENTON ARTS COMMISSION PRIOR TO ISSUANCE OF A TEMPORARY CERTIFICATE OF OCCUPANCY. 20. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD WITH THE BUILDING PERMIT APPLICATION THAT PROVIDES SAMPLES OF EXTERIOR CLADDING MATERIALS THAT ARE PROPOSED ON THE BUILDING. THE MATERIALS BOARD SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 21. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY AND CREATES VISUAL INTEREST TO THE BUILDING AND SITE. PEDESTRIAN SCALED 22.INSTALLATION AND MAINTENANCE OF COMMON AREAS AND FACILITIES SHALL CONFORM TO 4-9-150(E)(3) AND (4). 23.THE ON -SITE BILLBOARD SHALL BE REMOVED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY PORTION OF THE PROJECT. STAFF MAY EXTEND THIS DEADLINE AS REASONABLY NECESSARY TO MEET ANY LEGAL OBSTACLES FACED BY THE APPLICANT. 24.UPDATE THE TRANSPORTATION IMPACT ANALYSIS AS OUTLINED IN TRANSPORTATION NOTE 7B OF EX. 17. R-420002 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Civil Engineers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DAB 1 stNanaiegmees T.L. VERTICAL* NAVD 1988 WATERSHED APARTMENTS / / 2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL: NAD 1983/1991 03 18 2022 Landscape architects DESIGNED: ® CITY OF FIELDBOOK: - CemmunityFannero 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON CIVIL CONSTRUCTION PERMIT Land Surve}rors DRAWN: PAGE � Hj =NE INCH J.N.J. N • • DRAWING N0: ] L Neghb- DATU M T A C O M A S E A T T L E CHECKED: AT FULL SCALE g/ g/ P NOTES Cj 1.10 DT Planning/Building/Public Buildin Public Works Dept. IF NOT ONE INCH 220 North Ave Street, Suite 20, Tacoma, A 98101 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 2 46 L0 T T LO C) C) T N AlU T N a J H H T N U) z Cw G Q n Q 0 W W Q LEGAL DESCRIPTION: PARCEL Z OF DECLARATION OF LOT COMBINATION RECURED UNDER KING COUNTY RECORDING NO. 20220426000721, DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 17 AND OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RENTON, KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 18; THENCE NORTH 89°43'12" WEST, ALONG THE SOUTH LINE OF SAID SECTION 18, 39.52 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH LINE, NORTH 89°43'12" WEST, 78.48 FEET TO A POINT 118 FEET WEST OF SAID SOUTHEAST CORNER OF SAID SECTION 18; THENCE NORTH 73°35'01"EAST, 62.05 FEET TO THE EASTERLY LINE OF A TRACT CONVEYED BY RENTON COOPERATIVE COAL COMPANY TO CLAUSE JORGENSEN BY DEED BEARING RECORDING NO. 155011, SAID POINT BEING A POINT ON A NON -TANGENT CURVE, THE RADIUS OF WHICH BEARS NORTH 47'53'40" EAST; THENCE NORTHWESTERLY ALONG SAID EASTERLY LINE AND THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 586.36 FEET, THROUGH A CENTRAL ANGLE OF 30°5141", AND AN ARC LENGTH OF 315.83 FEET TO A POINT 190.31 FEET SOUTH OF AND PARALLEL WITH THE SOUTH LINE OF BLOCK 28, TOWN OF RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 135, IN KING COUNTY, WASHINGTON; THENCE SOUTH 88°24'55" EAST ALONG SAID PARALLEL LINE, 281.35 FEET TO THE WEST RIGHT-OF-WAY MARGIN OF WILLIAMS AVENUE SOUTH; THENCE SOUTH 01°28'34"WEST, ALONG SAID MARGIN, 183.75 FEET TO THE NORTHERLY RIGHT-OF-WAY MARGIN OF SOUTH GRADY WAY, ALSO BEING A POINT ON A NON -TANGENT CURVE, THE RADIUS OF WHICH BEARS NORTH 43°03'42" WEST; THENCE SOUTHWESTERLY ALONG SAID MARGIN AND THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 3,780.07 FEET, THROUGH A CENTRAL ANGLE OF 02°23'18", AND AN ARC LENGTH OF 157.75 FEET TO THE TRUE POINT OF BEGINNING. SPECIAL EXCEPTIONS: ITEM 1) TERMS AND CONDITIONS OF CITY OF RENTON ORDINANCE NO. 3266, RECORDED DECEMBER 4, 1978 UNDER RECORDING NUMBER 7812040685, INCLUDING, BUT NOT LIMITED TO THE RESERVATION OF EASEMENTS FOR UTILITIES AND RELATED PURPOSES, OVER AND UNDER VACATED STREET. (THE NORTH PORTION OF VACATED SOUTH 7TH STREET) ITEM 2) MATTERS SET FORTH ON THE FACE OF A SURVEY BY LANKTREE LAND SURVEYING, INC., DATED MARCH 31, 2020 UNDER JOB NO. 4485, BEING A PREVIOUS VERSION OF THIS SURVEY, MATTERS AS FOLLOWS: A) PARTY IN POSSESSION AS EVIDENCED BY OVERHEAD POWER LINES RUNNING THROUGH PARCEL A PARALLEL TO S. GRADY WAY WITHOUT BENEFIT OF A RECORDED EASEMENT; B) PARTY IN POSSESSION AS EVIDENCED BY THREE TRAFFIC SIGNS ARE LOCATED ALONG THE EAST LINE OF PARCELS A AND B ALONG WILLIAMS AVENUE SOUTH WITHOUT BENEFIT OF A RECORDED EASEMENT; C) MINOR ENCROACHMENT OF A ROCK WALL ALONG THE NORTHERLY LINE OF PARCEL B AT THE NORTHEAST CORNER OF SAID PARCEL. (EXISTING CONDITIONS SHOWN HEREON) ITEM 3) LOW INCOME HOUSING COVENANT AGREEMENT (EXPANDED LAND ACQUISITION PROGRAM): DATED: SEPTEMBER 23, 2020 GRANTOR: GMD RENTON LLLP, A WASHINGTON LIMITED LIABILITY LIMITED PARTNERSHIP GRANTEE: WASHINGTON STATE HOUSING FINANCE COMMISSION RECORDED: SEPTEMBER 24, 2020 RECORDING NO.: 20200924000178 (NON SURVEY RELATED ITEM) ITEMS 4-8) ITEMS REGARDING TAXES AND/OR FISCAL RESPONSIBILITY. (NON SURVEY RELATED ITEMS) ITEM 9) A DEED OF TRUST, ASSIGNMENT OF RENTS, SECURITY AGREEMENT AND FIXTURE FILING TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW: DATED: SEPTEMBER 23, 2020 TRUSTOR/GRANTOR: GMD RENTON LLLP, A WASHINGTON LIMITED LIABILITY LIMITED PARTNERSHIP TRUSTEE: FIDELITY NATIONAL TITLE COMPANY BENEFICIARY: WASHINGTON STATE HOUSING FINANCE COMMISSION RECORDING DATE: SEPTEMBER 24, 2020 RECORDING NO.: 20200924000179 ITEM 10) ANY UNRECORDED LEASEHOLDS, RIGHT OF VENDORS AND HOLDERS OF SECURITY INTERESTS ON PERSONAL PROPERTY INSTALLED UPON THE LAND AND RIGHTS OF TENANTS TO REMOVE TRADE FIXTURES AT THE EXPIRATION OF THE TERMS. (NON SURVEY RELATED ITEM) DATE OF SURVEY: APRIL 26, 2022 AREA 58,236f S.F. BASIS OF BEARINGS NAD83(1991) DATUM PER CITY OF RENTON CONTROL BASIS OF BEARING WAS DERIVED BY OBSERVATION ON A FOUND COPPER PIN, DOWN 0.3' IN CASE IN NORTHEAST 8TH STREET, KNOWN AS CITY OF RENTON ID #1847 AND A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET, KNOWN AS CITY OF RENTON ID #230. BEARING BETWEEN THESE TWO MONUMENTS WAS TAKEN AS S12°34'16"W PROJECT BASE POINT LATITUDE: 47.479786605 LONGITUDE:-122.213171369 HEIGHT:-44.207 PROJECT COMBINED SCALE: 0.9999940560 VERTICAL DATUM—NAVD88 VERTICAL DATUM FOR THIS SURVEY IS ESTABLISHED PER THE PUBLISHED ELEVATION OF CITY OF RENTON POINT DESIGNATION 1847, BEING A FOUND COPPER TACK, 0.5' DOWN IN CASE IN CUL-DE-SAC OF S 23RD STREET,. ELEVATION WAS HELD AT 230.75' CHECK BETWEEN PROJECT BENCHMARK AND CITY OF RENTON POINT ID #1847 , RESULTED IN A VERTICAL CLOSURE OF +0.005' OF PUBLISHED. PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A TRIMBLE S7 OR SX10 TOTAL STATION SUPPLEMENTED WITH FIELD NOTES AND TRIMBLE R10 NETWORK RTK GPS ROVER, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE SURVEYS: R1) RECORD OF SURVEY, REC. #20071010900006 R2) RECORD OF SURVEY, REC. #199803189005 R3) RECORD OF SURVEY, REC. #199103149016 R4) RECORD OF SURVEY, REC. #197808259001 R5) RECORD OF SURVEY, REC. #20150604900002 R6) RECORD OF SURVEY, REC. #197910269007 R7) RECORD OF SURVEY, REC. #199110219030 R8) CONDOMINIUM, REC. #199804272018 R9) BOUNDARY LINE ADJUSTMENT, REC. #20040108900017 R10) RECORD OF SURVEY, REC. #20090112900011 R11) BOUNDARY LINE ADJUSTMENT, REC. #20140326900013 R12) CONDOMINIUM, REC. #198201120573 R13) BOUNDARY LINE ADJUSTMENT, REC. #20020502900015 R14) SHORT PLAT, REC. #199309219015 R15) RECORD OF SURVEY, REC. #199605239002 R16) BOUNDARY LINE ADJUSTMENT, REC. #199812109014 R17) RECORD OF SURVEY, UNRECORDED, DATED 11/03/1976 OTHER: ALTA/NSPS LAND TITLE SURVEY SURVEYOR'S NOTES: 1. SURVEY WAS PERFORMED IN MARCH 2O20 AND ALL CONTROL MONUMENTS SHOWN AS FOUND WERE VISITED AT THIS TIME. ADDITIONAL TOPOGRAPHY WAS PERFORMED IN FEBRUARY AND APRIL 26, 2022. 2. THIS SURVEY IS A RETRACEMENT OF THE DEEDED DESCRIPTION STATED ABOVE AND DOES NOT PURPORT TO SHOW ANY UNRECORDED OWNERSHIP RIGHTS. 3. ALL DISTANCES SHOWN ON THIS SURVEY ARE IN U.S. SURVEY FEET. 4. FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON, INC. COMMITMENT NO. 21002226-SC, DATED MAY 2, 2022 AT 08:00 A.M., WAS RELIED UPON FOR TITLE INFORMATION ON THIS SURVEY. 5. RECENT ONSITE EARTHWORK OBSERVED: 1) BILLBOARD WAS REMOVED 2) RIPRAP INSTALL NEAR NORTHEAST CORNER AROUND BUILDING LOCATION 3) REMOVED CONCRETE NEAR NORTHEAST PROPERTY CORNER TO REMOVE GAS LINE 6. REGARDING PROPOSED CHANGES IN STREET RIGHT-OF-WAY LINES: THE EAST 5.00' OF SUBJECT PROPERTY WILL BE DEDICATED FOR WILLIAMS AVENUE SOUTH THE SOUTHERLY 8.00' OF SUBJECT PROPERTY WILL BE DEDICATED FOR SOUTH GRADY WAY 7. NO INDICATIONS OF WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY. 8. THERE IS NO EVIDENCE OF SITE USED AS A DUMP, SUMP OR SANITARY FILL. 9. THERE IS NO EVIDENCE OF SITE USED AS A CEMETERIES OR BURIAL GROUNDS. 10. NO ZONING INFORMATION PROVIDED BY INSURER. PORTIONS OF THE ZONING REQUIREMENTS WERE MODIFIED BY HEARING EXAMINERS DECISION, DATED OCTOBER 19, 2021. THE FOLLOWING ZONING AND PARKING INFORMATION IS FROM THE ARCHITECT CERTIFICATE PROVIDED BY KANTOR TAYLOR PARKING AND LOADING REQUIREMENTS. THE ZONING CODE IN PLACE AT THE TIME THIS CERTIFICATE WAS REVIEWED AND EXECUTED REQUIRES 1 PARKING SPACES PER 4 APARTMENT UNITS. UPON COMPLETION OF CONSTRUCTION OR REHABILITATION, AS THE CASE MAY BE, IN ACCORDANCE WITH THE PLANS, IT IS ANTICIPATED THAT THE IMPROVEMENTS AND PREMISES WILL CONTAIN 99 PARKING SPACES (INCLUDING 4 HANDICAPPED SPACES) AND WILL BE IN COMPLIANCE WITH ALL PARKING AND LOADING REQUIREMENTS INCLUDING NUMBER OF SPACES, HANDICAPPED SPACES, SUBCOMPACT SPACES, AND DIMENSIONS OF SPACES. DIMENSIONAL REQUIREMENT PER ZONING CODE MINIMUM LOT AREA: N/A HEIGHT LIMITATION: 66'-6" (THROUGH PUD) MAXIMUM FLOOR AREA RATIO: N/A (OR OTHER TYPE OF BULK RESTRICTION) LIMITATION ON NUMBER OF DWELLING UNITS: FRONT YARD REQUIREMENTS: N/A SIDE AND REAR YARD REQUIREMENTS: REAR: 5' W/6' FENCE SIDE: NONE ADJUSTMENTS TO REQUIREMENTS ALLOWED THROUGH PUD APPROVAL 200 / ACRE (THROUGH PUD) DIMENSIONS PER PLANS N/A 66'-6" N/A 112.7 / ACRE N/A REAR: 5' W/6' FENCE SIDE: NONE THE FOLLOWING CODE REQUIREMENT INFORMATION IS FROM THE PUD DOCUMENT PROVIDED BY KANTOR TAYLOR RMC CODE CITATION REQUIRED STANDARD MODIFICATION RMC 4-2-100 ZONING THERE ARE FOUR (4) SEPARATE TABLES DEALING WITH THE APPLICATION OF A SINGLE ZONING CLASSIFICATION(CD) AND STANDARD TABLES THE VARIOUS LAND USE CATEGORIES AND ZONES WHICH CORRESPONDING DESIGN DISTRICT "A" FOR THE ENTIRE SITE FOR CONTAIN THE MINIMUM AND, IN SOME CASES, MAXIMUM THE PURPOSES OF REVIEW. REQUIREMENTS OF THE ZONE. RMC 4-2-120B SPECIAL UPPER STORY SETBACK REQUIREMENTS: NONE, UNLESS NO UPPER STORY SETBACKS FOR FLOORS TWO THROUGH SIX. DEVELOPMENT STANDARDS ADJACENT TO AND FACING A RESIDENTIALLY ZONED LOT OR IF THE FACADE CONTAINS LIVING ROOM WINDOWS - THEN 10 FT. FOR THE SECOND STORY AND 15 FT. FOR ALL UPPER STORIES. RMC 4-4-070 LANDSCAPING INTERIOR PARKING LOT LANDSCAPING REQUIRED FOR NO INTERIOR PARKING LOT LANDSCAPING PROPOSED MEETING THE ALL SURFACE PARKING LOTS WITH MORE THEN 14 STALLS REQUIRED DIMENSIONS. 11. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE COMMITMENT FOR TITLE INSURANCE NOTED IN SURVEYOR'S NOTE 5 ABOVE. 12. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE AND NO GAPS, GORES OR OVERLAPS WERE DISCOVERED BETWEEN SUBJECT PROPERTY AND ADJACENT LANDS. 13. THE CURRENT RECORD OWNER OF PARCEL Z IS GMD RENTON LLLP. 14. EVIDENCE OF ON -SITE UTILITIES WERE OBSERVED ON THE SUBJECT PROPERTY. (WATER, GAS, SEWER AND POWER) SURVEYOR IS NOT AWARE OF THE STATUS OF AVAILABILITY OF ANY UTILITIES. 15. SUBJECT PROPERTY HAS ACCESS TO AND FROM BOTH SOUTH GRADY WAY AND WILLIAMS AVENUE SOUTH. 16. OFFSITE PARCELS AND RIGHT-OF-WAY LINES SHOWN PER AVAILABLE RECORD AND GIS DIMENSIONAL INFORMATION. TITLE REPORTS RETRIEVED APN. 182305-9046 AND 915460-0005, BUT BESIDES SUBJECT PROPERTY, NO OTHER DOCUMENTS PROVIDED FOR THIS SURVEY. FLOOD INFORMATION PARCEL IS LOCATED IN ZONE "X" - PER FEMA PANEL NUMBER 977 OF 1725, MAP NUMBER 53033CO0977 F, DATED 05/16/1995. PARKING INFORMATION THREE (3) REGULAR PARKING STALLS R-420003 m CONTROL SKETCH \I ml • LEGEND APN = ASSESSOR'S PARCEL NUMBER PROP. = PROPERTY R/W = RIGHT-OF-WAY WOOD FENCE = SET REBAR/CAP LS #45789 OR #41282 = MONUMENT (AS NOTED) ►Q� = 1/4 SECTION MONUMENT (AS NOTED) = SECTION MONUMENT (AS NOTED) I I I �i w Ln U-) w w c5 0 z z a � zlZ N N � m cn co z z 0 zlz 0 U U w w w w z z J J F- V) n I � FOUND CASED 3/8" STEEL PIN DOWN 0.75' I I FOUND CASED 2" BRASSIE W/ PUNCH DOWN 0.85' .1 I I I U N N _ M rn � N M 00cm IN �V) 4g,5 W I FOUND 0.5" RBC co a FOUND 0.5" RBC "HARSTAD" LS#19731 "HARSTAD" LS#19731 AT CORNER AT CORNER FOUND 0.5" RBC "HARSTAD" LS#19731 S88'24'550E 281. 5' AT CORNER 1 /,A4 "C00 � cA �� 'V1vi �/ 5� �� o Is N FOUND 0.5" RBC HELD CITY OF RENTON "HARSTAD" LS#19731 / CONTROL POINT 0393 AT CORNER N46'19'48"E N73'35'01 "E 62.05' 35.83'(C) 35.96'(R6) I _ S89'43'12"E 580.36' FOUND 0.5" RBC SOUTH LINE SECTION 18, TOWNSHIP 23N., RANGE 5E. "HARSTAD" LS#19731 FOUND 2" BRASS DISK N54'20'01"E AT CORNER A=2'23'28" DOWN 0.55' IN CASE S89'43'12"E 76.40' 131.98' R=3780.00' FOUND 3" BRASS DISK (C)(R6) L=157.75' DOWN 1.05' IN CASE INDEXING S18 T23N. R5E. INDEXING S17 T23N. R5E. SURVEYOR'S CERTIFICATE: TO 2021 ALTA SURVEY CERTIFICATION, CERTIFIED TO THE BENEFIT OF: GMD RENTON LLLP, GMD RENTON GP LLC, GMD DEVELOPMENT LLC, AOF WATERSHED RENTON LLC, AOF PACIFIC AFFORDABLE HOUSING CORP., CITIBANK, N.A., A NATIONAL BANKING ASSOCIATION, AND ITS SUCCESSORS AND/OR ASSIGNS, AS THEIR INTERESTS MAY APPEAR WASHINGTON STATE HOUSING FINANCE COMMISSION, EVERGREEN IMPACT HOUSING FUND II, LLC, BF WATERSHED RENTON, LLC, ITS SUCCESSORS AND/OR ASSIGNS BF FIRE 2018, LIMITED PARTNERSHIP, ITS SUCCESSORS AND/OR ASSIGNS BFIM SPECIAL LIMITED PARTNER, INC., A FLORIDA CORPORATION, AND ITS SUCCESSORS AND ASSIGNS; AND FIDELITY NATIONAL TITLE COMPANY OF WASHINGTON (ORDER NO. 21002226-SC) THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY UPON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 6A, 6B, 7(A), 7(B)(1), 7(C), 8, 9, 10, 11A, 13, 16, 17, 18, 19 AND 20 OF TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON APRIL 26, 2022. MAP LAST PLOTTED ON MAY 12, 2022. TREVOR S. LANKTREE P.L.S. WASHINGTON REGISTRATION NO. 45789 05/12/2022 DATE C O 0 a_ w Of w J H Ld w z m w w 0 w Q 0 D YJ a J Q 0E od Z �� T o W 1` 0 > U T Z_ cc � CU 2 fn D LL 0) � a W LL 0 _ J T (A Z cn T W ~ LL 0 0 H w W 0 Q 0 Z Y J LL 0 Z cl)T ELcofW it N z 0 Z w i W Q ~ W LL H LL = 0 J 0 F- Z ~ IL U m H W r O J J = ap cl) Z Q O ~ W Z W w W cc W c H J � ~ W ♦� � W v 0 L LL 0 o v 0 L0 U 0 o n N Q) o > Y J N �o c� m ram, o v > Q) 3 U 0 a> )0 o a� a a� � � a 0 0 U Q 0 CV O co V Q Z � � Z O V CD Z � � � N w > W W> w�-� I � Qo W Er Z w co � z I Q a-) ,.. = T) (Y � Y Q ZZ I� o wig L0 � Z z � J J "' CV = a_ Q w � co o Z T m X cn N 0 0 a r7 0 I N N 0 N N a E 0 3 rrj 0 Q Lo co m 0 0 U) / Lo co ai iT ALTA/NSPS LAND TITLE SURVEY I I 9B 4 01 / W FOUND 0.5" RBC ° / 3 "HARSTAD" LS#19731 a I cl I ' AT CORNER ti v I 3 CB STD GRT / �,WM °ti 4 v° 1 I I a a k� PEAK ' WALL ill CONC.I 3 ° ° ° l'93 6» CNC RS IEIM L=29.85' , N g� � HEIGHT COf/1 33 +,Sp09 BOTTOM STR.=28.75' I �W +�3 I IS 3ti5" =29'f i 8„CON. 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I\NHOLE\ ' a sD - 12"ADS W IE=27.33'��'' *° s - D - s�D _ ° 3� DIA. LID �� °�� I �. BSTD 1° ;.� I I �/' SDMH RIM EL=30.56' EDGE OF + ,� s`°' ,>a p9 ¢ L� °a° G 4� �� +,p. + + +�� $•,'�'� ° RIM. EL=29.46 + I • � o , � z 12"ADS E IE=27.18' / �� e`er ,�, ^°`� 1� ASPHALT I +�k9 I s,3 69 �9D1 E 1E= 7.41',�° o I+y,' e 12" DI W IE=27.16' jp"` \ 0 0 0"0 0° o"o o = I 18" DI S IE=27.16',,� / ti Qa°o�o40°o°o000800 0 0 000000 18" DI N IE=27.11' / \\ q 3 �9 O O O O O O O O O"O O O a _ °- ° c� 5 •k5 \i \ ,8 +q9 �0000000 uo°p°°°°°°°p00000 ' ° ti + / O O O O O O O O O O O O O 0 0� -.y5 � �i � z 0000°O°O00°00.0000000000000 �� } o o 0 0 0 0 o00 0 0 '° ° t• m" CB STD GRT o 0 0 0 0 0 000 o �� O O O O o 0 0 (('' RIM EL=31.41'+�°' o� v 36 3°o°o°o°O°o�o°OoOoo°o�°o°o°o°o°o°o O I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (.�° 3° 0 000. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �o+3 6° CNC S IE=29.62''`k. 7 ,, + I o0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 v, 1 .0 \ //, ,�. . +S, ,y, ,•ig 00oO°O°O°O°O°o°O°O°O°O°O°O° O sp:�o 3s9 •y,9 w k9 `n 3 AREA OF RECENT �o 0 0 0 0 0 0 0 0 0 0 0 0 o a SL I I ( 4" CNC NE IE=29.92 ., j-�---,�'�`}�---� O O O O O O O O O O O O � � i SL o i e a 43, GROUND DISTURBANCE o o 0 0 0 0 0 0 0 0 o q�� ,� o 0 0 0 0 0 ,o. o 3 BOTTOM STR.=28.42' ks ' L'-00,uoo.uouoo,.000000004� O;SL-fl MAILBOX + ! SIGNAL & �� IN I I a j0'� SDMH RIM EL=32.07' �9 I /9,ti 32.26 GJ�O /�\/� r + RA/ C,, r I 9" I Epp +00•y +}O"9 JBOX _ ° I 3 I ° FULL OF WATER ,,� G, -- j +,0. BOTT�'STR.=26.47 +� LJ Ir \ ) ,O 0v J J Y J r R r IN r J IN CB STD GRT °a 1 o I o 3ti + / 16 +3`' _ _ RIM EL=29.66'�l �-1 r I I r rl k � ' 1 ��\�1 0 ]\1r� 1 J 1\1 12" DI SW IE=27.46' ° 3o.16 I Q a ipna TEL. MANHOLE N 3,.4, to I y I I 32" DIA. LID �G f r r rl rl rl I -/ I �3 p° . 'OLE & �9 .\J L :Jr� J J J J 69 J 1 I +' oo �o I I Q = G ANCHOR +jo'3 \ \\ .+ .) ..I 9g° 3�q1 �p'1 �' 6 y p, F DO NOT ,0` ` r� C' 0 0 0 a 9� ENTER SIGN 1�1 J .� J J J �� J J J J J M �> I U / / CB STD GRT 00 0 '; GAS IPELINE ��` ° / RIM EL=31.41' RAVEL C STD GRT :� ,p. L w is SIGN `� �° o a I a w ��9° ,� s^� k 8" CNC N IE=28.81' RIM EL=30.44' a s ,�" '' / °5 cn ° �0.0 / 8° CNC SE IE=28.91'a�`9ti ��\.•\12" DI I�lE1E=27.° / `k BOTTOM STR.=27.41' 1-2"�DISE IE=2�5'� ° � 99° sL I I �t 4`7 S* GRT Q-1 ,� f�IM EL29.6h� �/ - DEC. y3 , WM ° o. \� \�\. +/ 8„PV S I�=28.*7' /'' \ • sSIGNAL �s \ •. �b,�\Vg.. + O CB SOLID 72 DE26"DEC. 50D C° °s0.51' 0j � RIM 18"CNE�W =27.61' TRAFFIC JSIGNAL DETECTOR550E SIGN12C�C N IE-27.61' LOOP TYPICAL (SL40DL Ao CB STDR \ IM L�tf.23' 30.34+ �18"CNCNE26�8` �q \ o y SDMH RIM 30 gg' /' s \ \ �18CNCSWI6.78 SIGNAL a 18 "CNC IE=27.09' 12" DI NW �E=26.78' JBOX 18" DI "INE IE=27.09' a 4"C�7N. PEAK o, \ \\ I \ ''� + q9 ` 18"qNC SW IE=27.09' x e`J ,w 78DL HEIGHT \' / \ I +p.\ FOUND 0.5" RBC I / v + �� i �' GAS PI LINE \ ' \ I \ ,9� "HARSTAD" LS 19731 3ti` r c I- r- =32't \ °s \ I \ AT CORNER a / FISH )-� (�/" r AREA OF RECENT I. �° GROUND DISTURBANCE e` POWER 3� 3' i + s 9 \ r \\ \v \ I +�,. ��t`o��/.e, G POLE I 'RENDTOCI CONTROL �` 3ti9` LANDSCAPE �' / A +'� / 3,� /� ��y\ PPEOINNT �0393 EDGE � J 5 J J J it �9�9 \ M1p �,�� \ ��5� °�� ° G�° /p,��G/ 'k� '�, 9ti9� / LEGEND + \\ GRAVEL . 7 \ 9 . VC +eo / 1 4 \ k 2 11 / J 33os s��F + g0 �cJ ti S(GNAL + \.. OX 0 78"C0 'k'+�' C\\.. \ OVERHEAD POWER LINE �e �/ o�/yo + ,,�o� +sti. i� + 1 Z + 25DL \ \ \ + ' e` o °� / � GNAL M" 39y 3'9ti EXTENDS 2' TO 13.6'+ / /`' . uw OX + JB° 03 + CB STD GRT \ Asti . . V ONTO PROPERTY �� c3 / 3:: a �� SIGNAL RIM EL=29.88' \ .A 0 1`� TELL g �P CABI�aJET }1 18"CNC+19 IE=26.68' \ \ / 5 ��1.JB / 5ry ' 'ti. ROOF +I ° 18"CNC SE IE=26.68' $ +�' �� I 32` e G ,ti 6 GEC. ° DRAIN I \ ' 9a I I ° / 00� , e 24"CNC SW IE=26.58' a ��yb O. i,• °° I I I •�°mil QL �. / * �Q, � .y6 •�,� f )y ,p3- �cP. w��05� S ITEM 1 J"v ° •yk16 + G------+�-----'I SEWR.1IFT I` i J CITY OF RENTON / \ TATION 1 I ` 3,so / 0 33°,' + 30.0' UTILITY ESMT. TO CITY CB STD GRT p9' 7 I SIGNAL e ��6j, ° i ,s�cy 'e ¢ G oG h y�9 ORD. 3266 RIM EL=30.90' i q6\ FOUND 0.5" RBC / 1 J ti ,`' J , �'� w REC. NO. 7812040685 / 24"CNC NE IE=26.10' N ,,''HARSTAD LS#19731 BUS STOP / g9 - <" 24"CNC SW IE=26.10' *'' ��, AT f 6N`J1<R ° o �` i 3;$ ' o o IL o SI AL LUM N LE l ,,�3 OD BUS SIGN +3`g F, T N. LINE VACATED SO. 7TH STREET 3 r' s o 69 31 - JG CB THRU 1J126\e9 - -� 3 CB STD GRT + I + $SMH: RIM EL=31.15' 6, 1 q `� 3 s q o / ,''! -•-� ° ° ,SIGNAL JBOX �� S RIM EL=34.33' 9ti e'� 8."CNC SW IE=24.35 r �`' `J / RIM EL0.64' ��' �3,.a / ,,, ti6, �0 /ps 12" ADS S-SE IE=31.03' A1C-SP4 2-4- �\ o e`` :. + i �� y 8 C 1 ,-SW E- ° P.S.P. EASEM NT\ /' BOTTOM STR.=29.23' F \ p so I 5\�C' Si �0� '� ''uc) �/�23/ CB CB STD GRT off' d REC. NO. 78020 0578\ 3`' / POWER 33s, °° o ° 'r35'01°E. so POLE I \/i/a `C�\9" a� JGl /PIJGi +r �41SD JREPVT. STORM)(G1�)p�D(REF)-SD(REF)-SD(REF)-SD(REF)RIM EL=29.82' 9 REF)-MRFE�a �Z ) J ` ,sFp^ w SL el �G> 8"CNC N IE=26.22' POWER \ 62.p5 �' P(UG) ,� \:.' �c,- ��, A Pl + - s 3o.es3 ' �� I Cyl \ �q 8"CNC S IE=26.12' / \ 3. /s ,9 SIGNAL T / \ ' eNG� \, ,,`O ss \ „� ea �� G , . ADS SE=4' VAULT e, + �� t � ° '' � oo rn,& o i ,6 yo �. 8"GONG TOP VERT IE=26.62' /�s� ---- ----+' w G\�� JBOX / s 74 L 15 ADS SW= 8.21' �s SRO BTM STRUC. 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TRAFFIC \ ''� �tiP6I OF COMMENCEME G/ 26D +'"6� +"51 35' \sOfR RIM EL=30.7(�P JG�//°` � A SIGNALS A REET 0J� P CEL C CB STD GIRT 8»CNC SE -Al 1 / �� LIGHT SEMENT. $b �y / �S(�Iln II� J o i RIM EL=31.53 CITY OF RENTON ,k� +'� "' \ J E K10. 871022135//\s `8"CNC SW IE=29.43' s RIM EL=30.9 ` 9s .+ TEE TO LINE 5DL + 30.0' UTILITY ESMT. TO CITY 3�5 T(UG) - °" T( "CNCT(§� Ems, \ , �e �G +'.. / JG1 +Sti /\ \ / P 24DL 9 ORD. 3286 3`6, Q`o�� 8"CNZ NNW IN- 8. o) � ti J yy/ 3zra 3z,e I REC. N0. 7902200758 3`'l 3�� / 3 �� ClG�9 a ° o" + A �sti G /6DL 14" Q`0) \ �G 100 \ °3 \ ° / ti��y�3ti�6 oy� . +3ti L6 y� 3� `° SDM RIM EL=32.30' G 24"CN SE IE=27.60' e ,pp\� ° °a vs` �, ,tip6 �\ �G / QQ�� 18 ,NC SW IE=27.60' \� r J) ) I S r �� e�o�� CB STD GRT so � SIGNAL a'� ,Ooe y°z� G, i'� IGATION a2 RIM EL=32.22' , so / JBOX,'' a2 ` +ss�yo/ /,^36ry e` VALE 36 J r A 6 � J J J J � °�,� //� � /�»CNC NW IE=28.57; % CID/ �� MATCH LINE A 8"CN�IE-2 5°� -- --- SEE SHEET 3 OF 3 R-420004 od Z �00 o � Q r Z cc C/) U C ,// O�2 o .o OfLu T LL O w Ofv/ W �A T Q ~ Z Ld Lu Lu Lo O w O H w V z a W ��Z 0 (� w oILL J - Y o / �/ �_ T O Z Z EL��W/^� ♦� v/ �_ T NO` r CL L a Z Lu z 2 ~ �j cr U Q H J 0 Lu � LL O Y m Q Z a � U N N N L0 O Z 1ol s 0 10 20 40 SCALE: 1"=20' (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) -"-"-"- BARBED WIRE FENCE SURVEY MONUMENT (AS NOTED) -°-,-°- CHAIN LINK FENCE SECTION CORNER (AS NOTED) -"-"-"- WOOD FENCE • SET REBAR/CAP (LS#45789 OR #41282) -°-°-° HOGWIRE FENCE o FOUND REBAR/CAP (AS NOTED) *** SILT FENCE _o-o-o- METAL/IRON FENCE El SET 2"X2" HUB/TACK LINE STAKE � MAC/WASHER OR LEAD/TACK (AS NOTED) GUARD RAIL/CABLE FENCE BENCHMARK - W - W - WATER LINE - G - G - GAS LINE LUMINAIRE (LUM.) STEAM- STEAM LINE [❑ YARD LIGHT T(xx) TELEPHONE LINE (OH) OR (UG) ORNAMENTAL LIGHT P(xx) POWER LINE (OH) OR (UG) o ` TRAFFIC SIGNAL LIGHTS PEDESTRIAN SIGNAL _SD STORM LINE ss SEWER LINE 0 POWER METER CDCX::G ROCKERY -0- POWER POLE CE0 KEYSTONE WALL ® JUNCTION BOX (AS NOTED) G DECIDUOUS TREE a) TELEPHONE MANHOLE E]CATCH BASIN (CB) CONIFEROUS TREE ® STORM MANHOLE (SDMH) �� TREE DRIPLINE ® ROOF DRAIN (RD) ° CONCRETE (1) SANITARY SEWER MANHOLE (SSMH) GRAVEL/SAND (AS NOTED) 0 CLEANOUT (AS NOTED) ASPHALT 0 GAS METER (GM) BUILDING LINE ? GAS VALVE (GV) Iq WATER VALVE (WV) ABBREVIATIONS rp FAUCET (R#) REFERENCE SURVEYS FIRE HYDRANT(FH) / CONNECTION(FDC) (OH) OVERHEAD POST INDICATOR VALVE Q WATER MANHOLE (UG) UNDERGROUND ® WATER METER (WM) (T'P) TYPICAL BLOW -OFF / AIRVAC (C) CALCULATED WELL (M) MEASURED F SIGN (GIS) GEOGRAPHICAL INFORMATION SYSTEMS � IRRIGATION DIRECTIONAL ARROW (REF) PER REFERENCE INFORMATION (� HANDICAP a. 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NATION ' \ 18"CNC -1-8 c Ne- 12" DI FOUP +,965 "HARSTAI AREA OF RECENT +�,5 GROUND DISTURBAIfQ ej4 \ oil +~ OVERHEAD POWER LINE �S �� - Q o��/ EXTENDS 2' TO 13.6' y° ONTO PROPERTY ° �R)- 30.0' UTILITY ESMT. TO CITY CB STD GIRT cgs 7 I SIGNALS e` �C' �," i' � RIM EL=30.90' I FOUND 0.5" RBC I -BUS STOP ORD. 3266 ,o \ ti >4 J REC. NO. 7812040685 / 24"CNC NE IE=26.10' I �'� 3,�'}IARSTAD° LS#19731 I �`o�� 24"CNC SW IE=26.10''"�� ,,5ti AT ' $.,� ��.� BUS SIGN N. LINE VACATED S0. 7TH STREET I gyp° I lea MH: RIM EL=31QS 3" °q �so 1 - J CB THRU lB f +.15 /�- , / ?��EPQ 8'CNC SW IE=24.35RIM EL0.64'LiS€'-24 50E W E.S.P.L EASEMN1'\. soCB STD GRT ,5'. N . 78020§0578, �S` i 50 POWER) I POLE N `.5RIM EL=29.82' �8"CNC N IE=26.22' OWW�R N 62.0P;�o1 30.6 8"CNC S IE=26.12' /VAULT �q� +3,: Sg'8'CONC TOP VERT IE=26.62' -------�S`.. Q�° e a S14LO .r \ �w BTM STRUC. IE=25.42' / PN L P(uO --452.25' N89'43'12"W 788'� S89'43'12"E 580.36'(M) P.0.6 WESTERNMOST MONUMENT TO SECTION CORNER PARCEL D 48 DES' w w�' \ 48\GEC. 401D)e z"3 s T e \�� 40DL SSMH RI� EL=30.8 JB�X °43� �/ FOUND 2.5" ASSIE W/PUNC);i so G \ \ 8"CNC NE IE=21.33' Q`o�� / GJ DOWN 0.1 . 3Z.�CGR—�EC. 18, 7 �s 8'`NC SW IE 0. 8' +,`� g� TWN! RING. 5E] �'�/CB STD GIRT / SIDEWALKOF . �� '.62 �tiPOI OF COMMENc;ME o / S RIM EL=30.76�\P J P CEL C SE 6�°2 1' �w�� A SIGNALS A.0 STREET -,,,LIGHT FASEMENT. / r.R sni m i I J +,,.�0 e °Rl , � �i' E �10. 871022135 � ° e. CITY OF RENTON S `' ,� RIM EL=30.9 s 95ti� / 30.0' UTILITY ESMT. TO CITY ;,� T(UG) T(CT(§� °, +'� ORD. 3286 S,6` Q`o�� 8 CNZ�NW IE— 8. o, / A2. 9 a? e ° REC. NO. 7902200758 3`5,/ . �y9 50 °`T1 �3157a�� ...VVV/ I �` ) 1 ` / L r � r CC, a CB STD GIRT sO�' SAX ,G� ''°Sti` i ._.�� F� JJr� � �J ENTER � � J � r J ��J e`°�l a / SIG �� /J° VALGETI( / RIM EL=32.22' / 32. ` ,5!�So AP IN 91 S% 6 J_ J J J 5 °�, S SHEET 2 OF 3 �$°CNC NW IE=28.57, '' ;. �6 ,p' 5 CITY OF RENTON SIDEWALK. TRAFFIC SIGNALS AND STREET LIGHT EASEMENT. REC. NO. 8710221353 e X CB STD RT,,S 18"X24" EL cp / yo / �� DDQON EAR ° i� 50 / 12 6S W IE= CB STD GIRT \ / 5o BOTTOM STR. " RIM EL=32.73' 8 CNC NW IE=28.13 / 18"PVC SE IE=26.93' 18"CNC SW IE=26.73' 8"CNC NE IE=26.73' e °e1 LEGEND (NOTE: NOT ALL SYMBOLS MAY APPEAR ON THE MAP) &� SURVEY MONUMENT (AS NOTED) SECTION CORNER (AS NOTED) SET REBAR/CAP (LS#45789 OR #41282) o FOUND REBAR/CAP (AS NOTED) o SET 2"X2" HUB/TACK LINE STAKE MAG/WASHER OR LEAD/TACK (AS NOTED) BENCHMARK LUMINAIRE (LUM.) [❑ YARD LIGHT ORNAMENTAL LIGHT o ` ` TRAFFIC SIGNAL LIGHTS PEDESTRIAN SIGNAL 0 POWER METER -0- POWER POLE ® JUNCTION BOX (AS NOTED) (D TELEPHONE MANHOLE ❑ CATCH BASIN (CB) ® STORM MANHOLE (SDMH) ® ROOF DRAIN (RD) �S SANITARY SEWER MANHOLE (SSMH) o CLEANOUT (AS NOTED) ❑O GAS METER (GM) GAS VALVE (GV) WATER VALVE (WV) s FAUCET FIRE HYDRANT(FH) / CONNECTION(FDC) POST INDICATOR VALVE Q WATER MANHOLE ® WATER METER (WM) BLOW -OFF / AIRVAC O WELL F SIGN D IRRIGATION -,> DIRECTIONAL ARROW & HANDICAP R-420005 -�- BARBED WIRE FENCE -•- CHAIN LINK FENCE - - WOOD FENCE -�- HOGWIRE FENCE *** SILT FENCE METAL/IRON FENCE GUARD RAIL/CABLE FENCE w w WATER LINE c c GAS LINE STEAM STEAM LINE T(xx) TELEPHONE LINE (OH) OR (UG) P(xx) POWER LINE (OH) OR (UG) SD STORM LINE ss SEWER LINE CEDC30 ROCKERY �0 KEYSTONE WALL DECIDUOUS TREE CONIFEROUS TREE TREE DRIPLINE °, a CONCRETE GRAVEL/SAND (AS NOTED) ASPHALT BUILDING LINE ABBREVIATIONS (R#) REFERENCE SURVEYS (OH) OVERHEAD (UG) UNDERGROUND (TYP) TYPICAL (C) CALCULATED (M) MEASURED (GIS) GEOGRAPHICAL INFORMATION SYSTEMS (REF) PER REFERENCE INFORMATION 1ol s 0 10 20 40 SCALE: 1"=20' od Z 00 0 � CU r Z cc w W U cn C ,// O 2 o o � J T LL 0 W W �A T LQ ~ Z w w Lo0 w O H W U Z a W 0 w 0 J - Y o c/ / �_ T 0 Z Z D (L ��w^ v/ T N 0` r L () Z W W ~ U Q H J W O W � ~ LL 0 Y m Q Z � H N N (14 Q L0 o z W r 0 J J = QO cl) Z Q 0 ~ ~ W w W W H J w Q �R•) � W V 0 0 L 0 LL 0 C N O N U > 2 Y J N I CDIC) C� m O N � N > Q C 3 S' U a> ) o a� a 0 � 0 CV O 00 C5� V Q � Z z W O U R V CD Z F— O� N W W p W> w I � -o Wcc Z LW CD co � Z I gLw p Q ^ � � _ LLJ �Cr Z Z I� p W Ln Z Z � J J "' CV = a_ Q Li U') M E 00 o z o cn CM Z LU 73 I- rr a n Q LU rr LU I- Q L;j a z J lL 'p At UUKINtK � 7 1 (nl ��WM 4 L .48 Uj a fm • ; 11 I CONC. T04 d APPROVCONDITIOL OF 3:PEAK i WALL w A �I N HEIGHT GRIDLINE J-7 °a r768tl ° // /1!l/11l/LLL//1ll/LLL/ILL//1Ll/LLL// /11L/!lU/11!/LLL/LLL//!11/ E 138 .77 ° � STA:8+64.� , 32.�� TEL. THIS SECTION OF /1 � SS(RE�� ••, ° PO PAVEMENT SHALL BE /---------- ASPHALT PAVEMENT - ? -O GRIDLINE J-5 /------ - d STANDARD DUTY. E $ d LA --------------- STA:8+00.90, 32.20' LT N %11 Z e o 0 FOUND 0+76.1 - _ +----------------------------- 6 oNl o �' J�, NO PA K "HARSTAD" LS#197 6 - +84 +14.2 WALL , 1-2' SIG e 1.4 �,,�`� +29 6,, ■ ■ . .. SS-- -- SURFACE RESTORATION ,��':.� •5t STA:4+33.89 = GRIDLINEA-4 + m o n FOR RETIRING 6+13.05 -20.0' STA:7+03.8213.13' RT 9.01, .+53.6:; �� ' ° ° I +o + EXISTING WATER 4 °a12.5' ; ■'� ' I N rn + J ~ . SERVICE +44.3 R2.0 R2.0' I' n I + I. +25.9 I N 176136.02 7+00 I 12.0' '1 I R2.0 +55.7 W I° E 1300485.40 8+00 , 12.0r \ I _ 12.0 � �� _.�g+2 p 12.5'_ 1 I a R1.5' TYP. +94.5, +06.0 +22.8 +4 X I I Imo+ + +- - IF NOT SHOWN +42.8 +6+67.1 - N 1761 q STA:6+56. 8, 15.00 RT - - - _4.7 X I R2.0 � ° _ 1300786. •' .'. ','. °`' +19.3 + 16.0' r 16.0' I I S88° 31' 26"E +55'1 +- i I o_ 11 I 18.5 I + ° +48.3 ♦ 16.0' 300.90' • v _-- + ..,o; + II o d - - - FOR FRONTAGE �. �\ O -- -- a • . a . .p . .p . .p • + WORK, SEE MAILBOX +24.3 +41.3 + + a R2.0' + +72.6 +44.7 + + I = ° C7.00-C7.50 <c 83.3 +64.7 + o +67.1 +84.9 +97.8 +14.2 12.0' + a ° . . PGG= 9 4 n 4 C:a r.+75.7 +5 + , Z r TEL. MANHOLE o� 31 +75.7 I ° + + I Q : au, , .. ¢ 32" DIA. LID d• • , ' �_. + + TEL. POLE & �" GUY ANCHOR 4 + + + a J ° DO NOT ° d . + �, $ ENTER SIGN Q 17 ° GAS PIPE % + + o I ° SIGN ' ` +37.2 4 W W 3.0' f a + + y ivT� 4 5.0' ROW WM., a` DEDICATION + 4 / PROPOSED + + / / e 714 MULTIFAMILY ct : ; :° ++ + + + + R2o.o' BUILDING + ++ X �. �: I J FFE-32.08 :1 �+ �W +00.3 EXISTING J / ' ROW LINE \ +83.1 / A O d PEAK/ p • ° 1-1x�s • (P O HEIGHT 8.0 + D ]I �� _Z A=28° 17-55" / ' +49.7 ' ' � HELD CITY OF R=573.50' /� +65.8 , RENTOIt CONTROL r; PROPOSED a L=283.25' / ;� ROW DEDICATION / / A iy POINT 393 LINE� T q� a +33 4 00 01�c bd: • 3.0' •D'A � , W / - ° 20 00 BP: 20 00.00 / I d y A ' r GRIDLINE 1-F 1 ALL PER /' ° 11 STA:1+80.89, 28.71' RT C4.10 DETAIL :, b 1 ° S� • I I 00.7 ' • e {ITEM 1 }-------- - ---I +60.4 CC CITY OF RENTON G / I ,�•�x0^a � + Q , /I \ •• :d 30.0' UTILITY ESMT. TO CITY I / . D' a + _ 0 G ORD. 3266 %%" " /,, o REC. NO. 7812040685 Y ° N. LINE VACATED SO. 7TH STREET ;id. 2 + /,, c,�� 56 .. EASEMEN •.' �• p • °• a G�� R��' REC. NO. 78020f0578 +60.4 ,�. °/` d . ��' / �1 0 ; 'd -1 • s 0 5 .. / �,`!�/ i / •ad-SD(REF)-SD(REF) SD ( ?�`` SD(REF)-SD(,REF)-SD(REF),nSD(REF) 25.0' 7) ��/ 15' PVT. STORM(G1) sc d ----- `� / N a TEL. JBOX \sOrR P.O. B - " R PARCEL D - ss 0 �S / / / o� FOUND 1 5 ASSIE W/PUNCJ 1 FPS , ' a /�� Pqy TIOI_�F / G DO 0.6 ' [SE COR. SEC. 18, �J/' A. �s 8 C� U TOP 5� I N. . RNG. 5E] °rReFj ELTER F REN �� POI OF COMMENCEMENT \ ALK., FFIC CEL C // GRAPHIC SCALE sO SIGNAL AND STREET N 175856.98 e LIGH SEMENT. 0 10 20 40 CITY OF RENTON `0 3 / NO. 871022135 E 1300673.62 ° ' znn' UTILITY ESMT. TO CITY , / I BP: 1+00.00 / ° ^ 1" = 20 FEET " Know what's below. Call before you dig. 0511212022 , / / / ■ Civil Ergiriews sI do lEIgineem / LarMscapeArohdects / Community Planners Hj B] L O LarM3Y. Neighbors- T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2R267.2425 TEL 1 PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION Rol REVISION JN 3/18/221 DT SURVEYED: T.L. JN 4/25/22 DT DESIGNED: J.N. JN 5/12/22 DT DRAWN: J.N. CHECKED: DT BY DATE APPR APPROVED: KEYNOTES 1O GRASS PAVE PER LANDSCAPING. OBOLLARDS PER ARCHITECT. 3O RELOCATE BUS STOP SIGN. L0 4O GRASS PAVE, EXTENTS PER LANDSCAPE. 5 C2.10 r r O TRANSFORMER PAD PER MECHANICAL PLANS. 10 O N U PAVING NOTES 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 0) co 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY N FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS, O AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF OO SURFACE WATER. r 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS N REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED Q OTHERWISE. J 4. VEGETATED AREAS LOCATED ADJACENT TO THE BUILDING SHALL BE 6" MIN BELOW FINISH FLOOR ELEVATION UNLESS NOTED OTHERWISE. 5. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. 6. TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONS SHOWN ON THESE PLANS REPRESENT THE TOP OF PAVEMENT OR TOPSOIL ADJACENT TO THE WALL. REFER TO STRUCTURAL DRAWINGS FOR ACTUAL WALL ELEVATIONS. N O 7. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED O OTHERWISE. 100 8. SEE LANDSCAPING PLANS FOR CONCRETE SCORING, N GUARDRAIL DETAILS, SURFACING OUTSIDE OF CONCRETE AND ASPHALT, AND PROPOSED VEGETATION. *ALL ONSITE CURBS SHOWN ARE VC UNLESS OTHERWISE NOTED LEGEND: RIGHT-OF-WAY/PROPERTY LINE CENTERLINE PROPOSED BUILDING OUTLINE ASPHALT PAVEMENT - STANDARD DUTY 1 ASPHALT PAVEMENT - HEAVY DUTY C2.10 " : p CEMENT CONCRETE - STANDARD DUTY 2 ' CEMENT CONCRETE - HEAVY DUTY C2.10 9 VC VERTICAL CURB 3 C2.10 FC FLUSH CURB 4 C2.10 PERVIOUS CONCRETE 6 C2.10 SCALE: HORIZONTAL: NAD 1983/1991 PER SHEET ® CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-420006 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z U-1 DEVELOPMENT ENGINEERING G JChavez 05/17/2022 ~ Q Q DATE LU03/18/2022 WATERSHED APARTMENTS 2 CIVIL CONSTRUCTION PERMIT FIELDBOOK: (n PAGE cc DRAWING NO: Uj HORIZONTAL CONTROL AND PAVING PLAN C2.00 Q SHEEN G OF: 46 V O O I I 0 w W z LU 73 I- rr a n Q w W LU I- Q ►P 0 0 Q 0 z Q C0 2" 3" 4" 6" 0 Q LU HMA CLASS 1/2" CRUSHED SURFACING WSDOT 5-04.2 9-03.9(3) CRUSHED SURFACING BASE COURSE WSDOT 9-03.9(3) SUBGRADE: COMPACT TO MIN. 95% OF THE MAX. DRY DENSITY NOTES: PER ASTM D1557 AND 1. MATERIAL DEPTHS ARE COMPACTED THICKNESS. GEOTECHNICAL ENGINEER 2. ASPHALT TREATED BASE (ATB) MAY BE USED IN LIEU OF CRUSHED SURFACING. ATB SHALL BE 3" IN STANDARD DUTY AREAS AND 4.5" IN HEAVY DUTY AREAS. FINAL SURFACING SHALL BE PER DETAIL. USE OF ATB SHALL BE FOLLOWED BY REPAIR OF SUBGRADE CONDITIONS OF ANY CONSTRUCTION DAMAGE PRIOR TO FINAL PAVING. 3. CEMENT TREATMENT OF THE SOIL SUBGRADE MAY BE CONSIDERED FOR STABILIZING PAVEMENT SUBGRADE IF ALLOWED BY CITY OF RENTON. 4. GEOTECHNICAL ENGINEER MUST CONFIRM SUBGRADE CONDITIONS BELOW PAVEMENT SECTION ARE DENSE AND STABLE PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE. 5. THE NATIVE SUBGRADE SHOULD BE IN A FIRM AND UNYIELDING CONDITION WHEN SUBJECTED TO PROOFROLLING WITH A LOADED DUMP TRUCK AS CONFIRMED BY GEOTECHNICAL ENGINEER. ASPHALT CONCRETE PAVEMENT SECTION NOT TO SCALE 2" 0 PVC @ 40' INTERVALS AND AT ALL LOW POINTS TO PROVIDE 5 1/2" ADEQUATE DRAINAGE THROUGH CURBS OR LANDSCAPE PLANTER ISLANDS. PIPE TO BE BEVELED TO 1" R MATCH FACE OF CURB FINISH GRADE PAVEMENT 1 NOTES: a a 1. CONSTRUCTION SHALL CONFORM - TO WSDOT SPEC 8-04.3 2. HEIGHT OF CURB TYPICALLY 6" ° a EXCEPT WHERE INDICATED ON PLAN TO TRANSITION TO 0" CURB. a CEMENT CONCRETE 3. CURB TRANSITIONS TO ZERO PAVEMENT, CLASS 3000 7 3/4" HEIGHT CURB WITHIN 1-FOOT. VERTICAL CURB 3 NOT TO SCALE FINISH PER LANDSCAPE PLANS. SURFACING 1" R 1" R PER PLAN 6„ FINISH GRADE a 12" CEMENT CONCRETE ° NOTE a ° . CONSTRUCTION SHALL � PAVEMENT, CLASS 3000 CONFORM TO WSDOT SPEC 8-04.3 FLUSH CURB NOT TO SCALE I]J Know what's below. Z Call before you dig. J u- 0511212022 i C, `i 2 M, o Qo CEMENT CONCRETE p CLASS 4000 WITH POLYPROPLYNE FIBERS w cn = PER PLAN COMPACTED SUBGRADE NOTES 1. PAVEMENT JOINTS SHALL BE PER WSDOT STANDARD PLAN A-40.10-03 2. *AREAS OBSERVED BY GEOTECHNICAL ENGINEER TO HAVE UNSUITABLE OR UNYIELDING SUBGRADE CONDITIONS WILL REQUIRE REMEDIAL MEASURES SUCH AS OVEREXCAVATION AND THICKER CRUSHED ROCK SECTIONS PRIOR TO PAVING. 3. GEOTECHNICAL ENGINEER MUST CONFIRM SUBGRADE CONDITIONS BELOW PAVEMENT SECTION ARE DENSE AND STABLE PRIOR TO PLACEMENT OF THE CRUSHED ROCK BASE. 4. THE NATIVE SUBGRADE SHOULD BE IN A FIRM AND UNYIELDING CONDITION WHEN SUBJECTED TO PROOFROLLING WITH A LOADED DUMP TRUCK AS CONFIRMED BY GEOTECHNICAL ENGINEER. 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TOPSOIL AND ENGINEERED BASE PER SPECIFICATIONS. 2. CONSTRUCT PER MANUFACTURE'S AND GEOTECHNICAL RECOMMENDATIONS 3. PROVIDE PERMANENT ANCHORING PER MANUFACTURE'S RECOMMENDATIONS AT PERIMETER AND AROUND ALL ABOVE GRADE UTILITY APPURTENANCES. 4. CONTRACTOR SHALL ADEQUATELY PROTECT PAVERS IF SUBJECTED TO VEHICLE LOADING PRIOR TO SEEDING. 5. AFTER SEEDING, DOT NOT ALLOW VEHICLE TRAFFIC ON GRASS PAVERS UNTIL VEGETATION HAS BEEN ESTABLISHED. DO NOT ALLOW ANY CONSTRUCTION TRAFFIC ON GRASS PAVERS ONCE SEEDED. GRASS PAVE NOT TO SCALE Civil Ergiriews 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: 1 Sm, M.iEngm T.L. VERTICAL: NAVD 1988 LarMscapeArohdects 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET HORIZONTAL- NAD 1983/1991 No CommodilyPlen. 3 PERMIT REVISION JN 5/12/22 DT J.N. O Lands-Y. DRAWN: J.N. 'Hj B] L Neighbors ONE INCH DATUM CHECKED: AT FULL SCALE TACOMA - SEATTLE DT IF NOT ONE INCH 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SAND LAYER (IF REQUIRED), SEE NOTE 5 PERVIOUS CONCRETE/POROUS ASPHALT I i PAVEMENT BASE, D- SEE NOTE 6 12" MIN. ABOVE SEASONAL HIGH GROUNDWATER OR HYDRAULICALLY SUBGRADE, SEE NOTE 4 -/ 77 RESTRICTIVE LAYER PERVIOUS CONCRETE/POROUS ASPHALT MINIMUM MATERIAL THICKNESS (IN): RESIDENTIAL ALL PERVIOUS LAYER MATERIAL TYPE' CONCRETE (IN) OPERMEABLE PAVEMENT, SEE NOTE 1 8 © CHOKER COURSE, SEE NOTE 2 0 © AGGREGATE BASE, SEE NOTE 3 8 NOTES: ;TREETS AND YS 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BASE (PAT I) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90 %-92 OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8" MIN. AND RECOMPACTED. 5. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0 % AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIVALENTS PER 100 GRAMS. A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. GENERAL NOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPs) DIVISIONS 2-9 APWA GSPs, AND WSDOT STANDARD SPECIFICATIONS. 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-04. 3. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00, 265.10, AND 265.20, AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE. 5. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE. 6. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IN/HR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(6). 7. ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261.20. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD. PLAN - 261.10 PUBLIC WORKS APPROVED: DEPARTMENT SECTIONS -PERVIOUS CONCRETE AND GAZ a/zs/zols POROUS ASPHALT Public Works Administrator DATE PERVIOUS CONCRETE PAVEMENT SECTION NOT TO SCALE AlU ►M'' H H H H :45 AM R-420007 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS z z LU DEVELOPMENT ENGINEERING JChavez 05/17/2022 a Q 0 LU03/18/2022 WATERSHED APARTMENTS 2 ® CITY OF CIVIL CONSTRUCTION PERMIT U) PAGE RENTON OK: Ir PAGE DRAWING NO: W Planning/Building/Public Works Dept. PAVEMENT DETAILS C2, 1 O Q SHEET: OF, 46 • i CONC. i/T "I i LEGEND. PEAK �' / N ? ° 4 WALL 4 HEIGHT N=29'± 3 ° .. .�f//�1/�� % //�l/ /' S5(R �3 c� e TEL. ❑ % POLE //z(1/ ` ( 2 I 3 INLET PROTECTION 2 I ° ,. --------- 2 I pNl e .I� I O , C3 10 - SD__ ------- -- �� ----- �`------------------------ _ POWE -- -� \LSD 1 �� CHECK DAM / 3 PA KI c� w / Pl I = �� 00 CV Q��_�_�� = �� ' WALL °a.iSl� L � - - - �----31---_-32------ � - �" 3 le - - - - - - - - - - _ - 5 _ I p REMOVE EXISTING CONCRETE 3 OI / I SS (G1� 3 ❑ LYING S.190.31' OF O / POWER POLEG �;G �' I ° \ i S. LINE BLOCK 28 W LUMIN. a a ' a � I' SS CO />N tt/ , a w - w - w - -� w :. •:'I o REMOVE EXISTING ASPHALT J W . . .. r °4 I I 3 � CB STD GIRT -30- L ? ' o ' N I I. RIM EL=29.98' 4 - s - a•° 12"ADS W IE=27.33' O O O O CONSTRUCTION ENTRANCE D o o 0 0 o C3.10 ) ° I 3 N V ? ''B° STD ART I I 3 SDMH RIM EL=30.56' REMOVE EXISTING UTILITY ` EDGE OF e. a•.• 12"ADS E IE=27.18' RIM EL=29,�6'.. _. Z , `ASPHALT / 1 / O O °..,•.,• ,. ..;•':;'''.1''' '' I� e 12" DI W IE=27.16' ram. I;....•..�.,., ...I..., - CLEARING/PROJECT LIMITS Ljj I A� _ 1 I F °o o ° o o° II •., '••' .' .• . : �_ `� I 18" DI S IE=27.16' -- ° ° , e "' I•.1. ..., ..,.. ...;•�:. T18" DI N IE=27.11' I.. �- , -�"� - 7 - � ° '. '...' ' ...' .�' a ` / SAWCUT LINE CB STD GIRT / ` �� '. I ° o ° o ° o ° o °o 01 00 0/ I:::, I RIM EL=31.41' 3 ❑■ / -� o o° 6" CNC S IE =29.62 �� SILT FENCE C3.10 Q _o 0 oL k y I __-�-� -- AREA OF RECENT ° o° o o° o o° o o° - SL:: I I r 4" CNC NE IE=29.92' ♦ / / _= I -- I GROUND DISTURBANCE bo oo° o° o° o ' �❑ 3 I o BOTTOM STR.=28�2' Q 1 0 0 0 3 TREE PROTECTION FENCE �� J ��I I o o �� ° I L I I MAILBOX N Q ♦ \ � /y/ / SIGNAL o �:' I Ea SDMH RIM EL=32.07' I TREES TO BE REMOVED � ;.. I I w JBOX Q = / ,...., ,., c3 0 ° :' FULL OF WATER _ ♦ I I I BOTTOM STR.=26.47' - EXISTING MAJOR CONTOURS U) ♦ @MIN CB STD GRT �-----EXISTING MINOR CONTOURS / R M EL=29.66 s♦ SEDIlA01ENT TRAP I:: / AREA WAT'�R SURFACE 12" DI W IE=27.46' I: z TEL. MANHOLE 31.41 KEYNOTES \ ♦ I • =1,200 SF I �I I TEL POLE & 32 DIA. LID /�L°G19 * , CONSTRUCTION SEQUENCE 1. CLEARLY MARK THE CLEARING LIMITS BY FLAGGING AND/OR HIGH VISIBILITY FENCE. 2. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF RENTON. 3. PROVIDE MISCELLANEOUS DEMOLITION AND CLEAR AND GRUB AREA WITHIN CLEARING LIMITS REQUIRED FOR INSTALLATION OF TEMPORARY EROSION CONTROL FACILITIES. ALL EROSION AND SEDIMENT CONTROL FACILITIES SHOWN ON THE EROSION CONTROL PLAN SHALL BE INSTALLED PRIOR TO OR AS A FIRST L0 STAGE OF SITE PREPARATION. r 4. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AND PROVIDE L0 REPAIRS AS NEEDED PER THE PROJECT CSWPPP. OO 5. CLEAR AND GRUB THE REMAINDER OF THE SITE WITHIN CLEARING LIMITS, AND N ROUGH GRADE. V 6. PROVIDE COVER MEASURES, AS REQUIRED, TO INCLUDE ARMORING, MULCHING, AND HYDROSEEDING TO STABILIZE DENUDED AREAS AND PREVENT THE TRANSPORT OF SEDIMENT -LADEN STORMWATER OFFSITE. 7. PROVIDE STORM SYSTEM AND MISCELLANEOUS UTILITIES AS SHOWN ON THE PLANS. PROVIDE INLET PROTECTION ON ALL NEW CATCH BASINS. 8. FINE GRADE SITE AND PAVE. COORDINATE WITH CITY FOR REQUIRED INSPECTIONS. 9. STABILIZE ALL REMAINING DISTURBED AREAS. AMEND DISTURBED LANDSCAPING SOILS PER C3.20/3. 0) 10. COORDINATE WITH CITY FOR FINAL INSPECTION. co IN 11. REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS 0 BEEN PERMANENTLY STABILIZED WITH VEGETATION AND REMOVAL IS APPROVED O BY THE CITY. O+ r \ 7-30,1 a ■ al _ GUY ANCHOR / / So \ N Q DO NOT 1 PRESERVE AND PROTECT EXISTING UTILITY TO REMAIN Q a . y ENTER SIGN a /' /� ❑ ♦ � / ,1 I I �I �/ ff � \ \ I PIPE JG, �LJ°i /J \ ♦ RAVEL G S S� / ❑2 PRESERVE AND PROTECT EXISTING SIDEWALK TO REMAIN TD GRT / RIM E=30.44 �. ° ' �� . •; ' SL / / \\ 3 j�' / 3 PRESERVE AND PROTECT EXISTING ASPHALT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED \ / °. / X 12" DI=27.29' .�'..... r..... , ASPHALT DURING CONSTRUCTION. 1 ❑ \ J \ r W $ PRESERVE AND PROTECT EXISTING TREES TO REMAIN. PROVIDE TREE PROTECTION AS Q. \ 4 TREE(S) a �\ \\ o WEIR / L...;.......: ^:.: II L 6I7:�.'::': ,' ,/ / INDICATED AND PER SPECIFICATIONS. S PV S _ .47' SL WM. \ DISCHARGE ROCK �.', '.' �.' ° y'. . ° \ �G�;. G. �'.' '' '..: ��/ S CUT AND CAP EXISTING 1" WATER SERVICE. CUT AND CAP BY CITY FORCES UNDER SEPARATE LINED SUMP �.' J. ....... I..•. S.GN. ° J I........./ / El EPRMIT. I. 00.0 .. .. e ° i. O 0 ❑ I P.' a . ♦' \ \... \ PROVIDE OQa. �° I'�.'' '.'' - c� /�� SUMP PUMP .o.o ,...� ...............f:.:•:. .,f.•:,.•:••.. �.:: :..1:. `1-CB SOLID /D C_ DEMOLITION NOTES /� L \ .. ` \ o,,. \\ .. \\\ MIN CAPACITY f °•e. \ \ I L> 1./: RIM EL 30.51' \ 500 GPM / 18'CN SW)E=27.61' TRAF \ ♦ j�� o: SI L J �::' / a LOOP 1. ALL EXISTING IMPROVEMENTS, INCLUDING TREES, WITHIN CLEARING LIMITS SHALL BE DEMOLISHED AND REMOVED FROM 12"C C N IE=27.61' e \\ \ / \\ C IE=28.21' THE SITE UNLESS OTHERWISE IDENTIFIED. CB STD ° � ...: \ 2. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND OTHER DISCIPLINES FOR DEMOLITION OF THE BUILDING AND ASSOCIATED INTERNAL UTILITIES. \ \ DISCHARGE CLEAN -2 78 ° ...ya. `�.... �, S�MH RIM 4L=30.69' 3. THE WORK UNDER THIS CONTRACT INCLUDES ALL CLEARING NECESSARY TO COMPLETE ALL WORK ASSOCIATED WITH THIS / 'I� I \ / WATER TO EXISTING 12" DIN 78, SIGN ° I /18 CNC I IE=27.09' �6' \\ I \ J �, 18 DI �'NE E=27. 9' PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE STORM / 18" NC SW IE=27.09' / ° OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND PEAK /I , \\ I \\ / ,i f /!� INCLUDE ALL SUCH COSTS IN THE SCOPE OF THE WORK. HEIGHT / \ , \\ ' \\\ \\ / AREA OF RECENT I�9 �� //�' \ / / 4. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLISHED AND REMOVED MATERIALS FROM THE OWNERS PROPERTY / \ / GROUND DISTU ANCE ,1 POWER 4 / i // i UNLESS OTHERWISE NOTED. \� \ / �� G ° POLE / I \' � a ° �' 7 3 5. WORK WITHIN TREE PROTECTION ZONE SHALL BE COMPLETED BY HAND. ALL EXCAVATION SHALL UTILIZE AIR -SPADE (R) OR G� EQUIVALENT TRENCHING METHODS. WORK SHALL BE PERFORMED UNDER SUPERVISION OF ARBORIST. GRAVE \ \ 1 S G,.. /� P�� c� •f� ' ' a / \� / \ elf SrGNAL 6. PROTECT EXISTING UTILITIES DURING EXCAVATION, PROVIDING TEMPORARY SUPPORT WHEN NECESSARY. SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS. OVERHEAD POWER LINE `dA' �1� `'�`�`� �/ // / /�° Z GNAL _ / \ \ • /. EXTENDS 2' TO 13. w , a � t GIRT\ / \ ONTO PROP JBOX ` SIGN/ TESC NOTES \y. \\ CABIP ° ROOF / ' /: (� e I C I 6. \ 1 / oG ,<...... / 1. THE ESC MEASURES SHOWN ON THIS PLAN ARE REPRESENTATIVE OF ONLY ONE POSSIBLE ESC PLAN. IT IS THE DRAIN i 1 p 4 / j / / o ��o , . .//� cn / I / + 1 ° J CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL ESC MEASURES NEEDED TO MEET THE REQUIREMENTS OF THE Q \ --- I. ' �- I� U��! ,'` ' w I I JURISDICTION'S HAVING AUTHORITY. ALL COSTS FOR MEETING THE REQUIREMENTS SHALL BE INCLUDED IN THE BASE BID. .-M 11 C -------- - - i , / O S I I L 1, Y OF RENTON � o I .• / / I �` '' '' '' ':�'✓ / / v �` 2. INLET SEDIMENT PROTECTION SHALL BE PROVIDED AT ALL EXISTING AND NEW CATCH BASINS WITHIN WORK AREAS. CATCH CB STD GRT SIGNAL R /. ;.. ;.. ;.', '. ��` �\ ` 0 UTILITY ESMT. TO CITY � \ I / � o G o � RIM EL=30.90' I \ JBOX / ' �/ / G X, BASINS AND AREA DRAINS TO BE DEMOLISHED SHALL ALSO HAVE INLET PROTECTION UNTIL THE DOWNSTREAM PIPE HAS D. 3266 1 / o ; . / .�' / a NO. 7812040685 / 24"CNC NE IE=26.10' 1 / \ p p p I �`p�� (� / / �� ,..`•BU.S.. C�D,�' /G /SI AL POLE L �` e, I ,I / w � 9 / � � ,`\ BEEN DISCONNECTED AND CAPPED. 24"CNC SW IE=26.10' I. °I� is/�j / S� o G , ��Q ,%-_--- -- - - ,SIGNAL JBOX S CB STD GI 3. STOCKPILED EARTH MATERIALS SHALL BE COVERED WITH PLASTIC. ' SOD1 :CBB g� SL q� /G /� a°. s�/I� RIM EL=34 87C IE- - 64 so 12" ADS S 4. BLOWING DUST SHALL BE PREVENTED. WATER TRUCK SHALL BE ON SITE AND OPERATIONAL AS NECESSARY. IE=2 F�1 / / �RF BOTTOM Sl OF RENTON MT. TO CITY ORD. 3286 7902200758 P.S.P.L EASEM NI'\. i. / O �� C CAP 5\�G s� `0�� ° ,/. Phu / CB D • G \�\ J�so 5. STORMWATER RUNOFF WITH TURBIDITY SHALL NOT BE ALLOWED TO BE DISCHARGED FROM THE PROJECT SITE. CB STD GIRT EC. 78020§0578 / I / i> o ` / « F, asa, r ,' a PiVG SD(REF) - R F1)- .fit j.-SD(REF) - SD(,REF)-SD(REF)-�f,5D(REF) RIM EL=29.82' ; \ j . 01 < / / XI NG ��\Q� / / Q`�G 15' PVT. STORM(G1) CONTRACTOR SHALL USE ANY PRECAUTIONARY TESC BMP'S TO PREVENT TURBID DISCHARGE FROM THE SITE. 8"CNC N IE=26.22' / POW /� c 1 ❑ �, el y / S< ✓ Y Q�"� ' %' �o w RM sL �cl / yo a 15=ADS If' _ `16' P \ ^ /�i w \ / �\ G / e / / 11 ADS SE= 8.24' 8"CNC S IE=26.12 / VAULT ��O �� °� ,<'. /so �?X / /. SIGNAL 5oj 15" DS SW=28.21' 6. NO SEDIMENT SHALL BE TRACKED ONTO ADJACENT PAVED SURFACES. CONTRACTOR SHALL PROVIDE STREET SWEEPING 8"CONC TOP VERT IE-26.62' ---- - \�' Q�G s d �,-% / \ \�G� X o// o�R _ PROMPTLY IF SEDIMENT TRACKING HAS OCCURRED. BTM STRUC. IE=25.42'� , P(U P(u - \� 44s ,% /� '�` s `�/ i ,TEL. / l - BO V-S:R.=29.23 /jj _ - ---- s / �� s .�I ,^`• e� / \STOQ G / JBOX ` / �so�R U.�G /i ,', So 7. ALL DISTURBED SURFACES SHALL BE COVERED WITH PLASTIC SHEETING, STRAW MULCH OR CRUSHED SURFACING PRIOR / ��;� G /o/ / �D�1H-60" \so�R TO A STORM EVENT. w /'. ':::'. / o�GL / / / / RIM EL=34.30' WSW q8„ G G� / / / / LADDER ON NE GHT.�. •. � 15" AD,S• •NE IE =7R 8. ALL QUARRY SPALLS SHALL BE REMOVED FROM SITE PRIOR TO FINAL SURFACING. ALL TEMPORARY SURFACES WITHIN SSMH RI ELW30.8 JBOX G ��o� n , �ASf' , NCHOR,� // �4�A�� _ 8"CNC E IE=21 3' Q`o�,�, './� �►, GJ�OG� LANDSCAPE AREAS SHALL BE REMOVED PRIOR TO LANDSCAPING. "I IR H H 8 SW I 0.98/ 1 , RENTO ��' / / G / / �', - 420008 cn CB STD / �� TR�F� pal G, , K. Ci G e. G 4Q RIM EL=30.7��0 /' / o 8"CNC SE IE-2 <`oy� / ^`./; :SIG ANC STREET / G� �/' ° C �Tn-� �snlm II -��. ,�LIGH. •�SEMENT. // / :� � IN COMPLIANCE WITH CITY OF RENTON STANDARDS z N Q`o�� r REC. iV 871022135 G RIM EL-30.9 �`J / w - T(uc) CT(§� IE=2 `v� �' � �° DEVELOPMENT ENGINEERING 8"CN W IE= / JChavez 05/17/2022 CONDITION OF APPROVAL: so Q^ REMOVE EXISTING SEWER MAIN AND UPSTREAM MANHOLE. I..L 011) GRAPHIC SCALE 0 10 20 40 Know what's below. 1" - 20 FEET Call before you dig. SEAL DOWNSTF REAM MANHOLE At- PIPE REMOVAL. 3 Q GtiNS G. i ■ �'nE�" SURVEYED: SCALE: DATE of waserNcA,o� i / Sftdu.1Egl 1 PERMIT REVISION JN 3/18/22 DT HORIZONTAL NAD 1983 +991 03 18 2022 W o T.L. v�Rn�L NAVD 19� WATERSHED APARTMENTS / / 2 5 LzIdxapeAmhgelts 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET ® CITY OF ^ commwya . 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON CIVIL CONSTRUCTION PERMIT PAGEIFIELDOK: U) DRAWN: PAGE: If-'�L Ap' sv� Iola eMsrveyas J.N. ONE INCH DRAWING N0: 35702 DATUM P DEMO AND TESC PLAN C3 00 0 �'�Uj TSTER �4' Nob- CHECKED: �SSIONAL S�� T A C O M A • S E A T T L E DT IFTNFULL OT ONE INCH Planning/Building/Public Works De t. 220 Nosh Ave Street, Suite 2 0, Tacoma, WA 98403 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: Q OF: 46 05/12/2022 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL C7 0 0 N 0 W W Z 5W G I— rr a n a 0 w W rr W I — a TOE IN 4" x 4" NOTES: 1. CONDITIONS OF USE 1.1. PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS. 1.2. PLASTC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES. 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF. SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0.06 MILLIMETERS. 2.2. IF EROSION AT THE TOE OF A SLOPE IS LIKELY, A GRAVEL BERM, RIPRAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. 2.3. TIRES, SAND BAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC. 2.4. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. 3. MAINTENANCE STANDARDS 3.1. TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED. 3.2. IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED. 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS PRO ft STD . PLAN - 213.30 DEPARTMENT PLASTIC COVERING (GAZ 9/28/2018 Gr Public Works AtlmirJstrator DATE PLASTIC COVERING NOT TO SCALE ®R Know what's below. Call before you dig. 0511212022 SEDIMEN' DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE ISOMETRIC VIEW 3S TE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NITS) STD. PLAN - 216,30 } PUBLIC WORKS APPR ED DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE INLET PROTECTION NOT TO SCALE 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED — 2' MIN. FILTER FABRIC W MAX. POST SPACING MAYBE INCREASED I 14"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED ul BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) NOTES: 1. CONDITIONS OF USE 1.I1. SLT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SLT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. 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. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 214.00 V'RI DEPARTMENT PUBLIC WORKS SILT FENCE PR GAZ 9/28/2018 Public Works Administrator DATE FILTER FENCE NOT TO SCALE R = 25' MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX�SA\NO POPO 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. 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 D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. 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. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. 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. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 ID60 PUBLIC WORKS APPRovED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works AtlmiNst—, DATE CONSTRUCTION ENTRANCE NOT TO SCALE R-420009 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING " ff E JChavez 05/17/2022 W)j Civil Engineers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DAB 1 — smanraiegmeers T.L. VERTICAL NAvo 1988 WATERSHED APARTMENTS / / 2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 03 18 2022 Landscape Amhdects DESIGNED: tv, CITY OF FlELDBOOK: - C—ityFianners 3 PERMIT REVISION JN 5/12/22 DT J'N' j�j ONE INCH DRAWN: CIVIL CONSTRUCTION PERMIT PAGE Land Surve}rors RENTON G)'Hj B] L NeJ.N. • DRAWING N0: ghbors DATU M T A C O M A S E A T T L E CHECKED: AT FULL SCALE Planning/Building/Public g/ g/Dept.TESC DETAILS C3.10 DT Buildin Public Works IF NOT ONE INCH 220 North Ave Street, Suite 2 0, Tacoma, A 98101 206.267.2425 TEL N 0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 9 OF, 46 1200 Sixth Avenue, Suite 1620, Seattle. WA 98101 206.267.2425 TEL , U U) Z W a n a 0 W W IZ W a 0 0 N 0 W I- V ) I- Z 5W G I- rr n W �2 V i rr W I- Q L;j a Z J lL 4' MIN. 12" DEPTH 2"- 4" ROCK 24" MIN. SETTLING DEPTH - v �- 3.5' - 5' 1.6 MIN. SEDIMENT STORAGE CROSS SECTION 1. MAYBE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY S I In EXCAVATION 12" DEPTH 3/4" - 1 1/2" WASHED GRAVEL FILTER FABRIC FENCING UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 211.00 UP)PUBLIC WORKS APPR ED: DEPARTMENT SEDIMENT TRAP (GAZ 9/28/2018 1 Public Works Administrator DATE SEDIMENT TRAP NOT TO SCALE ®R Know what's below. Call before you dig. 0511212022 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF 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. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED 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. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 • PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D: DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES Voblic Works Administrator DATE SECTION B 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) PUBLIC WORKS li STD. PLAN - 217.40 14-Q DEPARTMENT DITCH CHECK DAMS GAZ 9/28/2018 Voblic Works Administrator DATE CHECK DAM NOT TO SCALE UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 3"-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) T'4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS, VEGETATION, SEE NOTE 1 SEE NOTE 1 0" OPTION 1 - NO DISTURBANCE PLANTING BEDS ,,,, .4 r! 1A Id r d , 0" TURF (LAWN) AREAS 3RASS: SEED OR SOD UNDISTURBED NATIVE SOIL 3RASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 3.25" OF SITE SOIL (TOTAL AMENDED DEPTH JF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW -OMPOST AMENDED LAYER ;12" BELOW SOIL SURFACE) OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS TURF (LAWN) AREAS o" L.- ....,,.. 6" u � OPTION 5 - IMPORTED TOPSOIL GRASS: SEED OR SOD 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6"IMPORTED TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) 1111190111 STD. PLAN - 264.00 • PUBLIC WORKS APPR ED: DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 Poblic Works Administrator DATE SOIL AMMENDMENT SECTIONS NOT TO SCALE L J T L^T T N LJ R-42001 0 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z W DEVELOPMENT ENGINEERING JChavez 05/17/2022 2 '' ~ Q n Q 0 Civil Ergiriews 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE: IJJ 1 sm n aiEngmaa� T.L. 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NE BLO ,K I I EG: 31.13 I EG: 31.34 0 of I i I I I TC: 30.39 I) I �' I �� J o e � G -- I I I BC: 30.32 I I II 3 STD GIRT a RRIM EL=29.98' T 3.10 ° TC: 33.18 I W I 11 II i SD - SID _ D _ ?D d. 12"ADS W IE=27.33' ° BC: 32.68 I TC: 32.09 _j to o TC: 3042 TW: 32.5>-- BC: .60 BC: 31.59 Q I W I I I Q " BV1T30.03 ° I > I I FG: 32.57 TC: 31.0 ¢ BC.2 I a SDMH RIM EL=30.56' FG: 30.96 CB STD I _ _ d. a•.• 12"ADS E IE=27.18' II TC: 32.14 I I ) _ -_-VALLEY BC:30. �- ° FG: 32.31 _ _ _ _ _ _ RIM EL=2- I I °,`�' BC: 31.64 I I �;, FG: 30.38 - o = I I i I e 12" DI W IE=27.16' / "�' FG: 32.24 / TC: 31.02 I _ 18" DI S IE=27.16' ° I I TC: 32.50 '� cn FG: 31.80� FG: 30.48rr " J d 18" DI N IE=27.11' FG: 32.28 BC:31.50 i 0 ♦ _ _•_ i I j - BC: �0.52 1 I d / FG: 32.10 u u FG: 30.49 o I I °• 0 TC: 32.40 / I I m a .4 • I CB STD GIRT / ■ FG: 32.00 ABC: 31.90/ I / I I I FG: 30.46 ®I -J p I I I RIM EL=31.41' TC: 31.16 I -J " N 3 / �' I 6" CNC S IE-29.62' / yo y - SL I I 4" CNC NE IE=29.92' \ `n° 0 TC: 32.39 \ ♦ I r FFE:32.3 BC: 30.66 I II 3 I o BOTTOM STR.=28.42' o V) d V TW:32.26 N / \ _TC:_32.29 I ° MAILBOX BW: 9.69 "� G, FG:32.18 BC:31.T9 TC:32.85 TC:32.8� TC 33.35 TC:31.74 -- i FG: 32.53 FFE:30.48 BC: 32.35 I I I I SDMH RIM EL=32.07' / FG: 32.34 BC: 31.24 FULL OF WATER FG: 32.45 FG: 32.00 �C: 32.37 BC1 32.85 I 3 0 ° :' � FG: 32.10 TC: 32.42 I FG: 32.35 FG: 33.38 FG: 31.20 I I BOTTOM STR.=26.47' , TCj 32.15 \ d BC: 31.65 E TC: 32.60 BC: 31.90 / FG: 31.77 TC:32.31 / FG:30.42 N v FG:32.26 TC:32.60 BC:31.81 / FG:30.46,. 6 I -" M I d 6� �W: 31.78 / BC: 32.10 FG: 30.40 SW =27. - al / �": 31.41 TEL. MANHOLE ,. C a p R_ I �° 32 DIA. LID / J°1 M rr3 m I TEL. POLE & FG: 32.26 FG: 30.26 I I I I al _ : ' GUY ANCHOR 32 FFE:32.280�- .$ DO NOT FG: 32.26 FG: 30.34 d M 3I ° . �O 1 I I N 1 a ENTER SIGN / T 31 J FG:32.26 I ; g �I I GASN PIPEOf BC: 1. 5 \ 0� FG: 30.44 a I I L : ° IGSL ,y w o ' • \ � � � � I FG: 30.37 II I I I N � J � ,' � T : 32.5 0 SL I I �LJ`JGl SL / L/ c \ �J LLI a. � S » ISL I j� /� B : 29.8 , ,' � a A 30- � � I3 SIG L iA\ WM•. ° g d- �b b I ••d' A. I�PEAK HEIGHT P E� r I =32't P 1 PROPOSED - C4.10 CIP WALL, ITH GUARDRAIL SEE LANDSCAPING PLANS FOR GUARD RAIL. SEE DEaAI PER STRIK& RAL. 1 CaC )F� RENTON L UTILITY ESMT. TO CITY 3266 Q. 7812040685 RENTON TO CITY D. 3286 Know what's belOW. Call before you dig. \ PROPO ED s I I SIB oo j / SL /s IJ`' ��° SIGNAL 'ROLE / I N I J0� W/ LUMTN`* SL / MULTIFA ILY a ISL CD BUILDI G / M \ I/G1 FFE=32.12 /p / TRAF SIGNAL � LOOP �\ FG: 33.69 e I 33 I o S MH RIM �L 30.69' I / S : i1�' / 18"CNC �F IE=27.09' 4NE IE=27.09' / ;'d o�'a°• ' ■ FG: 33.35 Lj_0 I 18 AC SW IE=27.09' �QG FG: 31.23 \°` / / ,' 4. FG: 31.16 FG:32.00 / �1 W:29.99 \ FG:31.92 G: 32.10\ �� I A SrGNAL FFE:32.12 / / �J o / �� / - ��, i / •. 2 1 OX i 1 FG: 32.02 / // �,/�< GNAL t C / / FG: 32.17 1 / /'�' ' / /�/ / / \ I a \ 1 FG: 31.80 _FG: 31.89 FG: 32.10 FG: 32.10 QJ /3 / �� / r /�� JBOX 1 SIGN/ \ / / TEL.!/ CABIP f FG: 32.04 Q 1 ° onnr QJ / l LL a SL `7 n A I FG: 32.26 ` e� �J ` a _ ..... FG: 31.76 FG: 32.10 1 /Qo% o J I -7- 31.57 FG: 32.10 <�`J°� // / / �� -6 .� . `� SL a 7 FG: 31.88 /�` / o / ,r / F NISH D GRADE AT BOTTOM OF WALL (BW) / FG: 32.01 �/ // �/ I°- J FG: 31.78 •CL JG // N TW:31.76 // BW: 31.04 / FG: 31.82 � � '� / �� / o � / I/ yU CB STD Gf SIGNAL POLE ` , o� � FG' 31 70 � / �` Q`� � %� • CB STD GIRT RIM EL=29.82' 8"CNC N IE=26.22' 8"CNC S IE=26.12' 8"CONC TOP VERT IE=26.62' BTM STRUC. IE=25.42' N 1 1 TW: �L89 / J �� SL o ; ; /- ---- b ,SIGNAL JBOX s� /SL RIM EL=34 ,� FG: CB B BW: ttl.14 !GR DEL 0.64' ,sO( 12" ADS S GRAPHIC SCALE 0 10 20 40 1" = 20 FEET LEGEND: XXX PROPOSED CONTOUR MAJOR XXX PROPOSED CONTOUR MINOR EG MATCH EXISTING GRADE FG FINISHED GRADE FINISHED GRADE AT BOTTOM OF CURB - BC TOP OF PAVEMENT TC FINISHED GRADE AT TOP OF CURB BW FINISHED GRADE AT BOTTOM OF WALL TW FINISHED GRADE AT TOP OF WALL - - - - - - - - - - - RIDGE OR VALLEY KEYNOTES u 1O MATCH EXISTING GRADE. 0) M OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT 2 N 0 EXCEED 2.0% IN ANY DIRECTION. O i T a GRADING NOTES J 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. 2. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL PAVED AND NON -PAVED AREAS, AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF SURFACE WATER. 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS GD REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED Lr) OTHERWISE. N O 4. ADA ROUTES SHALL NOT EXCEED 5% IN THE DIRECTION OF Q TRAVEL UNLESS HANDRAILS ARE PROVIDED. LANDINGS AT NO O MORE THAN 2% SHALL BE PROVIDED FOR EVERY 2.5 FEET OF RISE. CROSS SLOPE SHALL NOT EXCEED 2%. N 5. TOP OF WALL AND BOTTOM OF WALL SPOT ELEVATIONS SHOWN ON THESE PLANS REPRESENT THE TOP OF PAVEMENT OR TOPSOIL ADJACENT TO THE WALL. 6. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED OTHERWISE. 7. EXISTING ON -SITE SUITABLE SOILS MAY BE RE -USED AS STRUCTURAL FILL, PROVIDED THE FOLLOWING REQUIREMENTS ARE MET: A. SOIL SHALL BE INSPECTED AND APPROVED FOR RE -USE AS STRUCTURAL FILL BY THE GEOTECHNICAL ENGINEER. B. EARTHWORK ACTIVITIES SHALL TAKE PLACE DURING THE DRY SEASON (MAY 1 - SEPTEMBER 30), AND SHALL OCCUR DURING DRY CONDITIONS. APPROVAL FROM FINISHED GRADE AT THE CIVIL ENGINEER IS REQUIRED TO PERFORM TOP OF WALL (TW) EARTHWORK ACTIVITIES DURING THE WET SEASON (OCTOBER 1 - APRIL 30). C. SUITABLE SOILS SHALL BE MOISTURE CONDITIONED PER THE EARTH MOVING SPECIFICATION. D. EACH LIFT SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. E. ANY ADDITIONAL REQUIREMENTS OUTLINED IN THE EARTH MOVING SPECIFICATION. RETAINING WALL &SEM�FG: 31.69 Q�r�'/ o tio/ \ �1�. W 1 j 2 . �t�, �_ , ' .0 / / / RFZ, BOTTOM S1 EC. 0. 78020E0578 FG: 31 ,39 R° %� / / �� SL 5361 �G �`0 °•/ P�' GB D GI`�' �So RETAINING WALL NOMENCLATURE ,G: 3b 91 / ° / / Q�Q/ / i e` SD(REF)--R%Rf}�- Q� j-SD(REF) - iFSDIREF)-SD(REF)-�'PD(REF) 1 5� - 15 PVT. STORM(GI) 31.0 / ) / � �� o , FG: 31.74 SL �F, ° el e��Gl / 5oyo / -15 -QS 11 ' _ \16' �� \s� VAULT j e� G J s�A / �i w " / �� ,� d / / 1 ADS SE 8.24' \ -- :31.51 �p l ��° G�F� / _. SIGNAL /5j D 15" DS SW=28.21 ----- fir, - P(uc�j - P u C: 31.51 / .�/ \s 5? ; ' : 41, `' DEL. 5� / rR �BO M 5.=29.23' FG: 31.12 e / \S�o�'� / JBOX -- / G _ FG: 31.74 '0 / lln/G Y . / SDrR E-G: 31 L� ss �\ w �J �`� / j o�ii ' / / • . / / 5° , RIM EL=34.30' CE1'Sw EG. w w / \'9T� ° ' / /50 / i LADDER ON NE e� I J / �// soS / / GUI / �l S SSMH RI ELW30.8 JIGH �`JG�� / / �/ 0 ASa o CHOR�� / 15y Ape 14E IE=28.10' \0 / 8"CNC E IE=21 3' Bi 31.57 �� / / GJQ - - C7 A. °� / / .24 ADS SE=28.00'F1� J / °/ / BOTTOM STR.=23.05' s 8" SW 1 0.98' e // i� °c,�• I / / / °/ / / / /� / / / / �rRFFI / �bF RENTON CB STD GRT Q`o�� RIM EL=30.7f��J°l / EWALK. TRAFFIC �J�� / G % A. • JG / c, SIGNALS AND STREET Cp, STEv�T /8"CNC SE IE= �� o LIGHT EASEMENT. / °°' CR Snl In I I k� / / i / ,� b • o IM ZL=31 5S oat // Ti., NO. 871022135 ° �C`NC�/S 1 29.43' \ RIM EL=30.9 '�� //� / T(UG) NCT IE=2 8 �� / / 0 �� °. / �TE IlTO I E S G T �))Eg) of WAsyrNgld� �100 SftdN [Eglneers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: P La)MscapeArohdects DESIGNED: HORIZONTAL NAD 1983/1991 AoftllilT. L. 5� 2 PERMIT REVISION JN 4/25/22 DT PER SHEET CITY OF n cemmwyaa . 3 PERMIT REVISION JN 5/12/22 DT J.N. % RENTON J, Laaasa�e,. DRAWN: J.N. O� R 5702 Sy4�� Mob- ONE INCH DATUM �SSIOISTa) [a I CHECKED: 8T A C O M A S E A T T L E DT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 0511212022 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL R-42001 1 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS z Z w DEVELOPMENT ENGINEERING JChavez 05/17/2022 ' ~ a a 0 W 03/18/2022 WATERSHED APARTMENTS 2 CIVIL CONSTRUCTION PERMIT FIELDBOOK: Cn PAGE cc DRAWING NO: LU GRADING PLAN C4.00 � SHEET: OF: a 11 46 LO T L^T C) C) T N u H H T N a D J H H T N n U) Z W Q n Q 0 W rr W Q t Z J W STORM DRA C) 440 L C)F -FOOT DIAMETER 1 I 1 I �\ 4 I 1. 1 3 CM3 FOUND 0.5" RBC P DETENTION TANK C5.10 "HARSTAD" LS#19731 N BOTTOM EL=25.69 AT CORNER � � I DESIGN SURFACE ELEVATION=28.19 C)�I PEAK CONIC VOLUME AT RISER=2,626 CF , ; WALL 1 °' W I CB# 13 HEIGHT 5 I 1 I 1 3 \W(REF 3 I =29'f 210 LF FRENCH DRAIN C5.20 ss PV 1 / / / / I (REFg� 11 Q EEF� a. W CB# 112\ ( SP 7 O p O O_ -- I ---------- 1 2. �- O 4 / FRENCH ------- -- -- / � SID- � CH DRAIN I I I eCoNl SP 6 S� ---FC# 3 - ��---- --- `33� _-------It •� -- / IE: 29.00 N i 0 POWE I ' PC° I o - - - - -------- RO K V 1.5" RBC _ J C, -. NO PA KI S# 197 _ ... _ ... _ WALL / SIGN 3. _ °° CB# 10u I I 3 - ■■■■■■■■ ■ + " 1 - - + `SSO(G1 , 3 • I r � • S.190 1 II II I I 4. 32 - S. ilTCB# 11 + I I - I: PI:3+04.80 I / I I I 1 f I o 5. z �. LU G _ rr I Q 0 / w CB# 9 N = Cn Q\•2x vo- RIM: 32.37 - ■■■ II II LA I cry 0 I 1 6. ° 3 , I LI LI f SD - SID - N DS$D 0 l p G TD #2 I Q o �. LLJ 3;:N 3 7. ° I SP 8 I� SP 9 3 _._ I RIMBELTD2 I I Q_ ° INLET EL: 31.50 '- ° PI � 3.8 CB# 14 co =SP 2 " 7 J 18• 0 / ■ o / Q .j 0 1 I s + + SP 12 / ® J = I I 9. SIP 11 i I + I a o I 1 + 0 2 EP:5+13.46 1 1 3 [. ILI I • M 0 G C5.30 WQ# 2 5+13 1 - I N I 1 I 11. QINLET EL: 31.65 / 1 r `C5.10 STORM PROFILE END I N 1 I 12. CONNECT TO BUILDING PLUMBING. TO COMBINE T 6, I_ I S 12. FC# 2 // WITH PARKING DRAINAGE TO OIL WATER SP 5 C SEPARATOR. 0 0 �1 12. �3I M .� 12. \ 32 /'30, ' - CONNECT TO BUILDING PLUMBING. I I I I co I QI = 12. \� \ SEE MECHANICAL FOR CONTINUATION. I M N N31 a Q O� r' 1 IE: 28.76 8" (N) �' I �I 0 I I I _ I F1I D S SL o IDS 3 4 d r �I d 30-� a 1 c1 3 WM a N J 3 ars.3'. PROPOSED v r 1 I S I I I SING, ,I �dd' A o' d • FC# 1 MULTIFAMILY a~ 3 BUILDING . a j � SL 1 CONNECT TO BUILDING PLUMBING. FFE=32. 1 2 i II (uG) 1 SEE MECHANICAL FOR CONTINUATION. I I/ • \ :26.56 8" (SW) e''\` � I 3 f • l I 50 S�MH RIM F� 30.69' f ° 1 /18 CNC fy[ IE=27.09'01 / 18 DI 4NE IE=27.09' SP 4 0 6 18"�,taC SW IE=27.09' PEP' " A HE CB# 8 2pp \ Z • I I o / / / HKD CITY OF RENT�x • \ / / / ,� \ / POINT 0393NTR( 3 �cx Z /RI1GI: 32)41 TEL. i J a ROOF • N / v° / /� / CD Q ' U DRAIN :. / ! e�� o� / �,/ IV) / / 1 / c PROPOSED / O / Y OF RENTON � / / 0' UTILITY ESMT. TO CITY CIP WALL WITH " UND 0, R �. 3266 GUARDRAIL •� oo // � / / � ;. NO. 7812040685 FC # 1 A ^ ran" /' ,' SIGNAL POSE II • SP 3A R CB# 7 � Q � / / �/�' / � s�o�o , .. /__ � Ill 11N. 1 ; SP 2 SP 3 ��J CB U1�B \fie G / a- ,SIGNAL JBOX N. LINE VACATED SO. 7TH STREET I I 6' �5 SL 9A / ° I ; \ 0 `�� W IE=2 P.S.P.L EASEMENT TD #3 SP sL CB STD GRT EC. 0. 7802060578 CB #7B - R C /y/ / ,� \Q� P(U ,,,, / CB D GRr . .\ SD(REF)- RIM EL=29.82' \ = i o/ w 5� ,.' a PIuG oGl / 5oa 15�ADS If" 8"CNC N IE-26.22' POW SL ��•, °�� , • ; eC / / i---1 'ADS SE- 8 8"CNC S IE=26.12' VAULT ; p'� ��o / SIGNAL/ �o 8"CONC TOP VERT IE=26.62' �--------- ---' o .. / X �F / / / 15" DS SW=28. BTM STRUC. IE=25.42' PN P(uc�j' P u + / �� i� s/ / (R _ IVC'5.=29 - ----' J o e 'Ohl c iJY . / JBOX ` / �So(R �_-- h G P.0.6 - /�� `o� - SOFT G/ PO L j /o/ / / �D'�i1H-60" J�So(R I _ - Ss w / / o �i / 5 RIM EL=34.30' 1'SW FPJ PARCEL D/ V / 1q / -� a / // e�° w w o / �// \saFS / /G ,•' d GU /�° / / LADDER ON NE W� / 15" A> -NE IE=28.10' SSMH RI ELW30.8 / J JIGH ��JG�� / / FOUND 2.5" ASSIE W/PUNCyi\Asa ` , CHOR� � / ,2-4 ADS SE=28.00' e` G [�E COR-SAC• 18>/ /A / BOTTOM STR.=23.05' 8"CNC E IE=2 3' o�� k / J� DOWN 0 c 8" SW 1 0.98' // g� I TWIN, RNG. 5E] // c, , /CB STD CRT F RENTON OF COMMENCEMENT / ; RIM EL-30.7ta�o°� EWALK. TRAFFIC F C `' d �' RM oo RT /ST SIGNALS AND STREET C / �I � D/( / 8"CNC SE IE-2 1 Gl LIGHT EASEMENT. ROFII�E ` �° � , �O�i in I �` �� / J E .AO. 871022135 10 i r, o IM .EL=31 RIM EL=30.) // / Cf/�W��29.43' - T(UG) "CNCT( IE-2 k�� yp �G / /G y°• o // j TES �I E LEGEND BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY STORM DRAINAGE MANHOLE - TYPE 2 GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ■ CATCH BASIN - TYPE I ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART 2 ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. • STORM DRAINAGE CLEANOUT C5.20 BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF DS DOWNSPOUT CONNECTION ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF 4 EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ACCESS RISER C5.10 ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. D STORM DRAINAGE PIPING 4 CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH C 4 SECTION DETAIL UNLESS NOTED OTHERWISE. RD ROOF DRAIN PIPING REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. FD FOOTING DRAIN 3 C5.20 REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. - • • • - • • • - • • • - • • • - -FRENCH DRAIN ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE MIMI= TRENCH DRAIN 2 CONNECTION AT STRUCTURE IS WATERTIGHT. C5.30 ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO KEY NOTES BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. O WQ #1 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH CURB INLET. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT WQ #2 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE).O CURB INLET. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. O PROPOSED SEWER, GAS, AND WATER PER UTILITY PLAN, ALL ROOF DRAINS SHALL BE 8" 0 WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3' 3 SHEET C6.00. UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. STORM CONNECTIONS # # INAGE NOTES: ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE FOLLOWING UNLESS 1. 2. 3. 4. FC #1A IE= 26.86 (8" CPEP, NE) NOTED OTHERWISE: VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET OR PARKING FC# 1 IE= 26.19 (8" CPEP, NE) AREAS. ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN AREAS. FC# 2 IE= 26.86 (8" CPEP, NE) SOLID - WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE NOTED BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED. FC# 3 IE= 26.86 (8" CPEP, N) FOR CITY OF RENTON STANDARD NOTES FC# 4 IE= 26.86 (8" CPEP, S) SEE SHEET C5.40. STORM PIPE TABLE ## SP 1 63 LF 24" CPEP @ 0.40% SP 2 9 LF 12" CPEP @ 1.00% SP 3 11 LF 6" DI @ 10.00% SP 3A 2 LF 8" CPEP @ 2.00% SP 4 37 LF 8" CPEP @ 1.00% SP 5 14 LF 8" CPEP @ 13.01 % SP 6 26 LF 8" CPEP @ 3.84% SP 7 8 LF 8" CPEP @ 2.00% SP 8 38 LF 8" CPEP @ 4.29% SIP 39 LF 8" DI @ 1.14% SP 10 86 LF 8" DI @ 1.12% SP 11 20 LF 8" CPEP @ 2.00% SP 12 20 LF 8" DI @ 1.00% e_o / / J / / 0 s9'1 / 0712612022 G'wl Engineers so 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE. VERTICAL: NAVD 1988 GRAPHIC SCALE / �LJ / / / c SI owra� ea9meI T.L. HORIZONTAL NAD 1983 1991 / �� , \ J bW� pe^,*.leC� 2 PERMIT REVISION JN 4/25/22 DT DESIGNED: PER SHEET 7 CITY OF 0 10 20 40 R] Q`°�� \ JG1 0WS,.Pla�a�rs 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON �� / �� ./ ■ - Land Surveyors DRAWN. J.N. � / ' ONE INCH Know what's below. Neighbors CHECKED: DATUM 1" = 20 FEET %� AT FULL SCALE Planning/Building/Public Buildin Public Works Dept. , T A C O M A S E A T T L E DT IF NOT ONE INCH g g C a I I before o u d I 2215 North 301h Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL APPROVED: IF ACCORDINGLY Y g • 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R OF RENTON MT. TO CITY ORD. 3286 WQ# 1 IE= 28.65 (8" CPEP, SW) WQ# 2 IE= 28.51 (8" CPEP, N) STORM STRUCTURE TABLE TYPE 1 CB #7A RIM= 31.57 IE= 26.91 (8" CPEP, SW) 48" TYPE 2 CB #7B RIM= 30.90 IE= 26.10 (24" CPEP, E) IE= 26.10 (12" CPEP, NE) 54" TYPE 2 CONTROL 2 STRUCTURE C5.10 CB# 7 RIM= 31.69 IE= 28.71 (6" DI, E) IE= 26.19 (12" CPEP, SW) IE= 25.69 (36" CMP, NW) 54" TYPE 2 CB# 8 RIM= 33.18 IE= 25.69 (36" CMP, SE) IE= 25.69 (36" CMP, NW) 54" TYPE 2 CB# 9 RIM= 32.29 IE= 25.69 (36" CMP, SE) IE= 25.69 (36" CMP, N) 72 TYPE 2 CB# 10 RIM= 31.82 IE= 25.69 (36" CMP, S) IE= 25.69 (36" CMP, E) 54 TYPE 2 CB# 11 RIM= 32.53 IE= 27.92 (8" DI, S) IE= 25.69 (36" CMP, W) TYPE 1 CB# 12 RIM= 31.11 IE= 28.01 (8" CPEP, E) IE= 27.18 (6" PERF, E) TYPE 1 RIM= 31.66 CB# 13 IE= 27.01 (8" CPEP, S) IE= 27.01 (8" CPEP, W) TYPE 1 RIM= 32.24 CB# 14 IE= 28.37 (8" DI, N) IE= 28.37 (8" CPEP, S) SOUTH TRENCH DRAIN SIDE OUTLET TD #1 RIM= 30.24 IE= 29.37 (8" DI, W) TRENCH DRAIN NORTH END TD #2 IE TRENCH DRAIN:29.80 RIM= 30.32 TRENCH DRAIN WEST END BOTTOM OUTLET CONNECTION TD #3 TRENCH EL:30.78 RIM= 31.39 IE= 29.78 (6" DI, W) TRENCH DRAIN EAST END TD #4 IE TRENCH DRAIN:30.99 RIM= 31.51 u T Q J R-420013 I co IN COMPLIANCE WITH CITY OF RENTON STANDARDS z Z I1I DEVELOPMENT ENGINEERING JChavez 07/27/2022 '' ~ a Q DATE: LU WATERSHED APARTMENTS 03/18/2022 = CIVIL CONSTRUCTION PERMIT FIELDBOOK: U) PAGE DRAWING NO: LU DRAINAGE CONTROL PLAN C5,00 Q SHEET. 13 OF. 46 Z J 25 20 z CW G rr a n a 0 w U) rr w Q CB# 7 2 FLOW CONTROL STRUCTURE C5.10 DESIGN WATER SURFACE EL: 28.19 PROPOSED GRADE AT STORM CENTERLINE 0.50' FREEBOARD CB# 8 BOTTOM OF 3-FOOT TANK: 25.69 EXISTING GRADE AT STORM CENTERLINE CB# 9 52 LF 36" CMP C� 4 ACCESS RISER (TYP.) C5.10 PROPOSED WATER MAIN CONNECT TO BUILDING C C PLUMBING ---------------- - - - - _ - --------------------- 150 -- ------------ 3.21' ----------------- - --- ---------------- ---- _- _ --- ' CMP fL36 - - _---- --------------- --_- T------ - _---------- ------------------ --- ------------ LIVE STGRAGE C-FEN TFER _ V) �: Mr 0 Ld M M (D LL V)CV Ld C0 M (D LL MV Ld O (O M (D LL LO O M 0 Ld CO co 0 LL O O K) 0 Ld Is) M O co 0 0 LL Ld CO OLn CV M co 0 0 LL Ld CV co 0 LL d1 N 0 Ld 00 CV M 0 LL U7 60� N Ld (D r M (D LL In � N U Ld CV co 0 LL N U Ld M M CV co 0 LL OO Ld CV co 0 LL C0 �00 N U Ld co CV co 0 LL N U Ld r � CV co 0 LL N 0 Ld Lo CV CV M 0 LL OO Ld r (0 Or CN n M 0 LdLL O CV M 0 O n W C0 CV co LL (0 OM n W 00 CV co LL N M W O Cl? CV M LL 0+50 1+00 1+50 STORM PROFILE NOT TO SCALE FRAME AND LADDER OR STEPS OFFSET. SEE NOTE 6. ° r a.' a ° ° a 1'-6" MIN. ° IE: 25.69 (36" CMP) ° a ° 0. 5' �Z_ MAX. W.S. =28.19 RECTANGULAR WEIR - BOTTOM EL: 27.62 2.0' LIVE STORAGE 3 C5.10 SHEAR GATE - 0.5' DEAD STORAGE 2.0' MIN 2.0' MIN a 54" TYPE 2 CATCH BASIN CONTROL STRUCTURE NOT TO SCALE Know what's below. Call before you dig. 0712612022 - 2.5" 2+00 ROUND SOLID COVER, W INVERTED FRAME MARK "DRAIN" WITH LOCKING BOLTS. LL! 2+50 3+00 SEE DRAINAGE CONTROL PLAN FOR RIM ELEVATIONS coCD O U 36" INLET FRAME AND LADDER OR 36"0 CMP ° STEPS OFFSET. SEE NOTE 6 2' MIN. CLEARANCE TO $.. ANY PORTION OF VERTICAL RISER, ELBOWS, OR SHEAR GATE PLAN VIEW OF CONTROL STRUCTURE da PRIMARY OVERFLOW ROUTE 41 ELEV=28.19 - 18-INCH FLOW CONTROL RISER COUPLING BAND OUTLET IE: 26.19 12" CPE COUPLING BAND ELEV. = 24.19 WELDED PLATE WITH ORIFICE O = 2 $" NOTES: 1. PIPE SLOPES PER PLANS. 2. PIPE SUPPORTS AND RESTRICTOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT T MAX. SPACING BY 5/8" DIA. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. (SUPPORT BRACKETS SHALL BE 3" x 0.090 GAGE) 3. THE RESTRICTOR SHALL BE FABRICATED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT I. 4. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 5. THE VERTICAL RISER STEM OF THE RESTRICTOR / SEPARATOR SHALL BE 18" MIN. DIA. 6. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 7. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 8. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 9. ALL METAL PARTS SHALL BE CORROSION RESISTANT. ''�-Engine-1 � O f T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Shuctural Engineers andseakg�PeAr� le �n m��ryPanners Land Surveyors Neighbors 253.383.2422 TEL 206.267.2425 TEL PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION N O REVISION a 3+50 4+00 STANDARD LOCKING MH. FRAME & LID STANDARD MANHOLE STEPS @ 12" O.C. (TYP.) GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. 9-03.12(3), 95% COMPACTION. IF SUBGRADE DOES NOT MEET COMPACTION REQUIREMENTS FOR SUPPORT OF THE UTILITY, OVER EXCAVATE TO PROVIDE A MINIMUM OF 12-INCHES OF QUARRY SPALLS PLACED OVER A GEOTEXTILE SUCH AS MIRAFI 50OX OR EQUIVALENT APPROVED BY THE GEOTECHNICAL ENGINEER. HANDLE SECTION OF FLOW CONTROL TANK LOCK PIN. WITH SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. O O FRONT TO LIFT HANDLE 4+50 MAXIMUM OPENING OF GATE ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1" ROD OR TUBING, VARIABLE LENGTH. ur i "mimuL_E SHALL BE ATTACHED TO SHEAR GATE LIFT HANDLE SIDE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. SHEAR GATE NOT TO SCALE JN 3/18/22 DT SURVErED: T.L. JN 4/25/22 DT DESIGNED: J.N. JN 5/12/22 DT DRAWN: J.N. CHECKED: DT BY DATE APPR APPROVED: SCALE* VERTICAL NAVD 1988 HORIZONTAL: NAD 1083/1091 PER SHEET ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY URICITY OF RENTON Planning/Building/Public Works Dept. 5+00 STANDARD 60" CONC TOP SLAB 36"( RISEK 35 30 25 20 PLAN VIEW STANDARD LOCKING MH. FRAME & COVER 36" STANDARD 60" CONCRETE TOP SLAB COMPACTED PIPE BEDDING (TYP) FRAME LOCKING LID (MARKED "DRAIN") MOUNTED OVER 24" DIA. ECCENTRIC OPENING DETENTION TANK MAINTAIN 1" GAP BETWEEN BOTTOM OF SLAB & TOP OF RISER - PROVIDE PLIABLE GASKET TO EXCLUDE DIRT --RISER, 36" DIA. MIN., SAME MATERIAL & GAGE AS TANK WELDED OR FUSED TO TANK DETENTION TANK 24"MAX. WELD OR BOLT STANDARD MH. STEPS 12" O.C. NOTES: 1. USE ADJUSTING BLOCKS AS REQUIRED TO BRING FRAME TO GRADE. 2. ALL MATERIALS TO BE ALUMINUM OR GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). 3. MUST BE LOCATED FOR ACCESS BY MAINTENANCE VEHICLES. 4. THE MAXIMUM DEPTH FROM FINISHED GRADE TO TANK INVERT SHALL BE 20 FEET. 5. ACCESS OPENINGS SHALL BE POSITIONED A MAXIMUM OF 50 FEET FROM ANY LOCATION WITHIN THE TANK. 6. ALL TANK ACCESS OPENINGS SHALL HAVE ROUND, SOLID LOCKING LIDS WITH 5/8 INCH DIAMETER ALLEN HEAD CAP SCREWS. 7. THIRTY-SIX INCH MINIMUM DIAMETER CMP RISER -TYPE MANHOLES OF THE SAME GAGE AS THE TANK MATERIAL MAY BE USED FOR ACCESS ALONG THE LENGTH OF THE TANK. 8. THE TOP SLAB IS SEPARATED (1 INCH MINIMUM GAP) FROM THE TOP OF THE RISER TO ALLOW FOR DEFLECTIONS FROM VEHICLE LOADINGS WITHOUT DAMAGING TANK. 9. ALL TANK ACCESS OPENINGS MUST BE READILY ACCESSIBLE BY MAINTENANCE VEHICLES. 10. TANKS MUST COMPLY WITH THE OSHA CONFINED SPACE REQUIREMENTS, WHICH INCLUDES CLEARLY MARKING ENTRANCES TO CONFINED SPACE AREAS. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISER(S), JUST UNDER THE ACCESS LID. rA ACCESS RISERS NOT TO SCALE LO T T O O T N u 1►�'1 H H T Q D J R-420014 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS z z w LJCC ELOPMENT ENGINEERING y' havez 07/27/2022 ~ a n DAIE 0 WATERSHED APARTMENTS 03/18/2022 = CIVIL CONSTRUCTION PERMIT PAGE. OK: U) PAGE: DRAWING NO: Ir LU FLOW CONTROL DETAILS C5. 1 0 Q 14 SHEET. OF. 46 W I— z Uj G I— rr Q n Lj r= V rr LLI I— 5�M z J 4-INCH SLOTTED PVC TC: 32.15' 36"X36" ACCESS HATCH 5'-0" 4'-0" INLET CONTOUR RACK WITH — PERFORATED FLOOR. 24" x 7" CURB INLET WITH 6" OVERHANG 7'-0" 6' 0" 6" TYPICAL WALL THICKNESS TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. -�o�+�-OZ 0 �o�o�o�o�o� �o�0 o�o—�0—o 0-0-0-0 1 COVERS SHOWN IN PHANTOM �0�0�0�0�0� �0� 00 00000000000 ° 0-0-0-0-0 0000000 18"X36" ACCESS HATCH 0-0-0-0-0-0-0- 0-0-0-0-0-0-0-0— 0-0-0-0-0-0-0-0— 0-0-0-0-0 0-0� o oro�"0oo J OUTLET CHAMBER 0�0�b 1-+— -0 0opo0o0o000000 opopo0o 00-0s�o� -0 0-0 —0-0 �0�0�0�0� �0�0-0-0-0-0-0°0 o� 00 �0�0 0�0�0�0�0�0�0 0 0° o 0 I 0-0-0-0-0-0 0-0- °o°o°o°o°o° o°o° 0 0 0-0 °o°oJII o°0. LINET FIELD POURED CURB FACE, BY OTHERS OUTLET, 010" OPENING FOR 08" CPEP, IE: 28.65' 2'-0" 2'-0" 2'-0" 4'-0" A4I A11-AI 24"x7" CURB INLET 36"X36" ACCESS HATCH INLET CONTOUR RACK WITH PERFORATED FLOOR OPENING TO BIOFILTRATION CHAMBER 18"X36" ACCESS HATCH BYPASS WEIR/OUTLET BAY 6" I T 7" TOP SLAB 2" MULCH [ 8 00"] 3 IO 18" StormMixT"^ ME Ip A 6" DRAINROCK EL: 28.15' 6" BASE SLAB 04" SLOTTED PVC UNDERDRAIN UNDERDRAIN ORIFICE CAP ELEVATION VIEW WQ #1 NOT TO SCALE OUTLET, 010" OPENING FOR 08" CPEP, NEARSIDE. 10" V-6" 24"x7" CURB INLET WITH 6" OVERHANG TC: 32.15' 3.50' [42.00"] IE: 28.65' OUTLET, 010" OPENING FOR 08" CPEP. III 11-1 I SURFACE SEAL; NATIVE SOIL OR -1 IIII I1—III- OTHER LOW PERMEABILITY MATERIAL. = 1=III =111=III=III=11I—III—III—III—III—III=11I GRAVEL BACKFILL FOR DRAINS; —I 11=111=1 11=1 1=1 1=1 1=1 1=1 1=1 1=1 „ WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(4), FOUNDATION STRUCTURE PER FOUNDATION DETAILS DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH O PERFORATIONS OR SLOTS FACING 6" MINIMUM �� DOWN; TIGHT JOINTED; WITH A DIAMETER ,' �' �' �' �' �' �' POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. 2" MIN 2" MIN. 4" MAX GEOTEXTILE FABRIC, PER WSDOT M22-01 CH. 630. FOUNDATION DESIGN PER 18" MIN. STRUCTURAL PLANS AND DETAILS FOUNDATION DRAIN NOT TO SCALE Know what's below. Call before you dig. 0511212022 UNIT ID WQ #1 BPS-461 B-S I Treatment Flow Rate 33.4 gpm / 0.074 cfs BYPASS WEIR/OUTLET BAY 18"X36" ACCESS HATCH II I II I II UNDERDRAIN ORIFICE CAP RIGHT END VIEW Bioretenfion/ Biofifiration NOTES: 1. DESIGN LOADINGS: A. 300 PSF PEDESTRIAN LOADING. B. ASSUMED WATER TABLE = S BELOW GRADE. C. DRY LATERAL EARTH PRESSURE (EFP) = 40 PCF. D. LATERAL LIVE LOAD SURCHARGE = 80 PSF (APPLIED TO 8' BELOW GRADE). E. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 5,000 PSI MINIMUM. 3. STEEL REINFORCEMENT: REBAR, ASTM A-615 OR A-706, GRADE 60. 4. MESH REINFORCEMENT: ASTM A-1064, S1.2, GRADE 80. 5. CEMENT: ASTM C-150 SPECIFICATION. 6. REFERENCE STANDARD: A. ASTM C 890 B. ASTM C 913 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. PLEASE VERIFY THAT THESE PARAMETERS MEET PROJECT REQUIREMENTS (I.E. LIVE LOAD, FILL RANGE, WATER TABLE). IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW OF THIS SUBMITTAL, 8. OVERSIZED HOLES TO ACCOMMODATE SPECIFIC PIPE TYPE MUST BE CONCENTRIC TO PIPE ID. AFTER PIPES ARE INSTALLED, ALL ANNULAR SPACES SHALL BE FILLED WITH A MINIMUM OF 3000 PSI CONCRETE FOR FULL THICKNESS OF PRECAST WALLS. PIPES ARE TO BE FLUSH WITH THE INSIDE SURFACE OF THE CONCRETE STRUCTURE. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. ADAPTORS/ANGLES AND EXTERNAL PIPING BY OTHERS. 12. MAXIMUM PICK WEIGHT: BASE CHARGED WITH ROCK & MEDIA= 13,500 LBS. RIGID FLEXIBLE (DI, CONC) (CPEP, CMP, PVC) UTILITY TRENCH BACKFILL SHALL BE BANKRUN GRAVEL PER WSDOT 9-03.19, \\,\\� \\� COMPACTED TO 95% (MIN). SUITABLE SUBGRADE ELEVATION NATIVE STRUCTURAL FILL MAY BE USED FOR TRENCH BACKFILL IF COMPACTION \\ \� \� j\� \N CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. \\ 9-03.12(3), 95% COMPACTION. 0 0 O o �n 0 6" MIN IF SUBGRADE DOES NOT MEET COMPACTION REQUIREMENTS \ \ \ FOR SUPPORT OF THE UTILITY, OVER EXCAVATE TO PROVIDE A MINIMUM OF 12-INCHES OF QUARRY SPALLS PLACED OVER A PIPE AS SPECIFIED GEOTEXTILE SUCH AS MIRAFI 50OX OR EQUIVALENT APPROVED ON PLAN OR SPECS BY THE GEOTECHNICAL ENGINEER. TRENCH WIDTH PER WSDOT 2-09.4 PIPE TRENCHING NOT TO SCALE 1' — � O T A C O M A S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 -ginees Stt Strucwal Eigineers LandscWArchitects Community Plannero Land Surve}rors Neighbors 253.383,2422 TEL 206.267.2425 TEL 1 PERMIT REVISION JN 2 PERMIT REVISION JN 3 PERMIT REVISION JN N 0. REVISION BY 3/ 18/22 DT SURVEYED: T.L. 4/25/22 DT DESIGNED: J.N. 5/12/22 DT DRAWN: J.N. CHECKED: DT DATE AP P R APPROVED: DRILL & TAP 5/" -11 NC HOLE FOR STAINLESS STEEL SOCKET HEAD CAP SCREW (TYP.) LETTERING: ("STORM") RAISE - 1/2" WIDE BORDER 1/2" 10" 91, 8-3/4" 2/2"1" -1/4+ 5/8" 41, � 1 1 I 4" ===F- L 7" 2-7/8" 7-3/4" 8" 15" CAST IRON RING AND COVER CLEANOUT NOT TO SCALE SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) PERMEABLE GEOTEXTILE SEPARATION FABRIC NOTES: 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN. 3000 PSI CLASS C CONCRETE (TYP) N— 1'-6" { 6" 12" 0 FIBRE JC PACK 6" PERFORATED OR SLOTTED RIGID PVC PIPE 1 FRENCH DRAIN NOT TO SCALE 45- (1/8) BEP 18" PROVIDE CHERNEY PLUG -3/4" II I PLUG TO BE SEALED IN SAME MANNER AS MAIN STORM JOINTS 24" MIN Lf J LO T O O N LJ T a J R-420015 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS z z LLJ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY JChavez 05/17/2022 J Farah 05/17/2022 Q n DATE, Uj 0 WATERSHED APARTMENTS 03/ / 2 HORIZONTAL' � ,�7,N, ' CITY OF o3 1 s 2022 ^ RENTON CIVIL CONSTRUCTION PERMIT PAGE*FIELDOK: r/' PAGE I(r DATU M DRAWING NO: W Planning/Building/Public Works Dept. STORM DETAILS C5.20 Q SHEET: OF: 15 46 LO T L^T C) C) T N u H H T N a D J H H T N n U) Z W Q n Q 0 W rr W Q t V J I- Z LU L I- rr n 0 LU Cr VJ rr LU I- Q Z J M SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95 % MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. 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 AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 267.00 URI� UBLIC WORKS SURFACE WATER STANDARD PLAN e88�dby: DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 Martin --ha B&1w"13f�®B884A®D... DATE Know what's below. Call before you dig. 0511212022 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70 % PASSING; • 2-41NCH ROCK /30-40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20, THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24, FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) STD. PLAN - 267.10 PRI•UBLIC WORKS SURFACE WATER STANDARD PLAN §Bedby: DEPARTMENT NOTES (2 OF 2) artin PastuchA113/2020 1 March, rasmna DATE i&®SM3;kF,09,8D... R-420017 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I DEVELOPMENT ENGINEERING L URFACE WATER UTILITY o L�JChavez 05/17/2022 J Farah 05/17/2022 Civil Engineers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: GATE: SlaanelEag-sa T.L. HOR oRrIcAu Ng , IM �,�, 03/18 2022 2 PERMIT REVISION JN 4/25/22 DT PER SHEET CITY OF WATERSHED APARTMENTS CLandscape m y Penttem ners 3 PERMIT REVISION JN 5/ 12/22 DT DESIGNED: CIVIL CONSTRUCTION PERMIT PAGE_*FIELDOK: J.N. RENTON O M O O DRAWN: PAGE Land Surve}rors � J.N. ONE INCH • DRAWING N0: Neghbors DATU M T A C O M A S E A T T L E CHECKED:DT AT FULL SCALE Planning/Building/Public Works Dept. STORM DETAILS C5.40 IF NOT ONE INCH 2215 North Ave Street, Suite 300, Tacoma, WA 98103 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 17 OF, 46 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Lf J T L^T 0 0 T N LJ T N a J T N U) Z CW G Q n Q 0 W W oC LU Q C) i O 0 U-1 z U-1 73 I- rr a n a U-1 w a L;j a Z J U- 110F " \ \ �FG: 31.E PROPOSED CENTER OF BUS SHELTER FOUNDATIONN C7.40 STA:11 +04.50, 40.59' LT' \ 5 (GH) P(OH) P(OH) P(OH) P( ) P(O,., 6 a 1(0 P(OH) - 'Pi 8C C7 30 PROPOSED SIDEWALK �\ �F FG: 31 10+00 Know what's below. Call before you dig. CURB ANQ GUTTER N 175758.14 E 1300554.78 L \ TC:31.26- ( --FL: 30.76 . FG: 30.81Y oFG 31.07- W - FL: 30.8�3� w. o � -,�o�� W CB# 1 DRIVEWAY CIL TC: 31.04 I N STA:11+51.18, 29.89' LT-L NOSE CURB FL: 30.88-'n- I` FG: 30.93 t � / o ��ctis ply cs 111 +00 rn 00) 8•• '8� 04" P/ 0O - !�•• °G Spy sx pr c y 31 0 Se le �Lc�LF�lFF``��8� �s T(UG) �i• -SD -SD - SD 35 0 25 20 EXISTING GRADE AT FLOW LINE EXISTING GRADE AT CENTERLINE 2/1�15TA: 20+00 NEW CROSSWALK STRIPING 7'5954,0 �� 1'39.0 ,91.71 CB# 4, 48" TYPE 2 STA 11 +83.21, 28.74' LT RIM: 30.73 IE: 26.35 24" (W) IE: 26.92 24" (SE) IE: 26.35 24" (NE) %� / ----------�-� �--� CB# 2, 48" TYPE 2 STA 12+88.86, 28.54' LT RIM: 30.49 IE: 26.68 24" (SW) IE: 26.68 24" (NE) rX X X X �' /,' LEGEND X �° , `off' -- -- X X /� /`' �' �� p FIG. FL TIC P OR X� -XXX- - NEW CROSSWALK 2 6 XXX STRIPING (TYP.) C7.40 �Tr XXX �X�v A� \ �e gtilF TF Oo �op`� _ . 2 oT S. S. GR I T�'y� (PUBLIC I 00,o c s, 0/0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET CB# 3, 48" TYPE 2 C13# 1, 60" TYPE 2 TA 11+97.19, 28.5 ' LT pgOpOSFn CgAnF S RIM: IE: A 13+19.97, 39.75' LT RIM: 30.63 IE: 26.40 24" (NE) AT FLOWLINE 30.19 26.78 18" (E) (EXI T) IE: 26.40 24" (SW) IE: IE: 26.78 24" (SW) STA: 2+40.50 26.78 12" (N) CONNECT TO EX. CB IELEV 30.85 ------------ APPROX. L CATION OF 18" W TER @ WATE R CL. 191 LF 24" CPEP @ 0.3 % 10" WATER " o 14 LF 24" CPEP @ 0.36% PROPOSED - 18" WATER CENTERLINE EXISTING GRADE AT EXISTING FLOWLINE PROPOSED PROPOSED GRADE PROPOSE FLOW WATER @ 1 OnAT STORM STORM CROSSING LINE w � 00 CD N�jM (D C0 IL w� 00 rn"t r70 (D C0 w� o MM 0 C0 w� CD 00 OM 0 C0 w� 0) (0 OM 0 0(D wLL Lo r- ror:) C0 wLL � (0 IOM 0 C0 wL 000 co M0 0 C0 wLL d � Ojo 0 C0 wLL CN C0C7 w 0 (D(D LL w LL 11+00 SOUTH GRADY WAY PROFILE SCALE: 1 "=20' H 1 "=10 V _.1GLAS G T' ■ CNilEginews 0511212022 1 1 SguctumlErgineem _ LarMscapeArohdects Community Planners 1 © LarM3orveyas Neighbors T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2R267.2425 TEL 11+50 12+00 1 PERMIT REVISION JN 3/18/22 2 PERMIT REVISION JN 4/25/22 3 PERMIT REVISION JN 5/12/22 REVISION BY I DATE 12+50 DT SURVEYED: T.L. DT DESIGNED: J.N. DT DRAWN: J.N. CHECKED: DT AP P R I APPROVED: 13+00 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 13+50 35 25 20 (% CITY OF q�j vulv RENTON Planning/Building/Public Works Dept. EXISTING GRADE ELEVATION FINISHED GRADE ELEVATION FLOW LINE ELEVATION TOP OF CURB ELEVATION GRADE/SLOPE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR RIGHT-OF-WAY/PROPERTY LINE CENTERLINE CONCRETE CURB AND GUTTER 2 C7.30 ASPHALT PAVEMENT - STANDARD DUTY ASPHALT PAVEMENT - HEAVY DUTY CEMENT CONCRETE - STANDARD 3 DUTY C7.30 CEMENT CONCRETE - HEAVY DUTY HMA CL�' PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 4-INCHES. 6-INCHES CRUSHED SURFACING TOP COURSE. 2" GRIND AND OVERLAY, HMA+ ' PG 64-22. GRINDING NOT REQUIRED AT FULL DEPTH REPLACEMENT AREAS. FOR ALL PLANTINGS, SEE LANDSCAPING PLAN KEYNOTES OSTREET LIGHTING AND CONDUITS PER TRAFFIC PLAN. 4)PEDESTRIAN PUSH BUTTON AND ASSOCIATED APPURTENANCES PER TRAFFIC PLAN. 03 BOREHOLE PER PSE PLAN. OPOWER CONDUIT (SHOWN FOR REFERENCE ONLY), FOR UNDER -GROUNDING OF POWER, SEE PSE PLAN. 4)SEE PSE PLAN FOR POLE RELOCATION AND ALL OTHER POWER APPURTENANCES, SHOWN FOR REFERENCE ONLY. CURB RETURN TABLE NUMBER STATION OFFSET ELEVATION DESCRIPTION 1 20+11.99 28.21' LTT 30.50 PC, R = 50.5' 2 20+33.84 15.08' LTT 30.26 M I D 3 20+59.31 14.30' LTT 30.02 PT 4 20+67.68 16.21' LTT 29.94 PC, R = 211.5' 5 20+91.05 20.17' LTT 29.73 M I D 6 21+14.71 21.50' LTT 29.60 PT 7 20+79.80 38.75' RTT 30.76 PC, R=10' 8 20+77.96 28.04' RTT 30.56 M I D 9 20+86.96 21.97' RTT 30.07 PT U ►M'1 H T a J H H R-420018 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ z LU DEVELOPMENT ENGINEERING � �' JChavez 05/17/2022 ~ WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT GRADY WAY AVENUE S. ROAD AND PAVING PLAN a n a 0 W = DATE. 03/18/2022 FIELDBOOK: U) PAGE DRAWING NO: C/ .00 a SHEET: OF: 27 46 O N O 0 LU Z 5W L I..L a LU rr W a ►P Know what's belOW. Call before you dig. 35 30 25 20 G: 30.56 - l N_ Z I � 28.0' y D o DRIVEWAY D M TC:30.52 TC:30.64-G-G-G-G-G-G- FL: 30.023S(REF) FL: 30.14§3' R+YC sEAFL) C REF-- - SS ( )SS(REF)-SS(REF) A yl \ 111 - G- G G- 6 G- G G - '--N 176165.67 _ �t300787.W 6- - w W W i CUR DRIVEWAY CL OFl •T OH T mH . ! STA:21 +74.03, 21.50' LT SEE CHANNELIZATION PLAN- 1 z -0 CB #1A FOR PAVEMENT MARKINGS o i m TYPE 1 / O Z STA: 20+98.13, 20.96 RT 24 N r, RIM: 29.66 IE: 28.04 8" (S) v z > = O o CONTRACTOR TO PROVIDE N FERNCO 18" CONCRETE x HDPE COUPLINFD OR GRAPHIC SCALE 0 10 20 40 1" = 20 FEET - SD CB E 1, 60" TYPE 2 RELOCATE GRATE IN FLOW LINE STA 13+19.97, 39.75' LT ADJUST RIM TO FINISHED GRADE EX CB 4, EXISTING TYPE 1 IE: 26.78 RIM: 30.19 18" (E) (EX) 88.09, 20.62' LT STA 21 IE: 6.78 24" SW (SW) EXISTING GRADE AT RIM: 29.97 E IE: 27.41 12" (E) \ PROPOSED GRADE AT - - _ o FLOVVILINE - - - - - 7.(�_ EXISTING PROPOSED WATER AT CENTERLINE 66 LF 12" DI CL52 @ 1.03% EXISTING 18" WATER MAIN 12-INCH WATER MAIN, @ AT ROAD CENTERLINE WATER MAIN CENTERLINE. EXISTING GRAD AT EXISTING FL PROPOSED GRADE AT PROPOSED WLINE FLOW LINE rn l� (0 � I- to 00 00 C) o o U.) o� rn00 rnC° rn`° ai~ 6 069 w LL ce) N NNNNN O w LL w ILL () 0 0 (D 0 (D 0 (D (D () (D O (D Ld LL w LL w LL W LL w LL w LL w LL 20+50 21+00 WILLIAMS AVENUE SOUTH PROFILE SCALE: 1 "=20' H 1 "=2' V GLAS G T ■ Civil Ergiriews 21+50 22+00 22+50 35 30 KEYNOTES OSTREET LIGHTING AND CONDUITS PER TRAFFIC PLAN. OPEDESTRIAN PUSH BUTTON AND ASSOCIATED APPURTENANCES PER TRAFFIC PLAN. O3 BOREHOLE PER PSE PLAN. OPOWER CONDUIT (SHOWN FOR REFERENCE ONLY), FOR UNDER -GROUNDING OF POWER, SEE PSE PLAN. OSEE PSE PLAN FOR POLE RELOCATION AND ALL OTHER POWER APPURTENANCES, SHOWN FOR REFERENCE ONLY. LEGEND EG EXISTING GRADE ELEVATION FIG FINISHED GRADE ELEVATION FL FLOW LINE ELEVATION TIC TOP OF CURB ELEVATION OR X X GRADE/SLOPE -XXX- - EXISTING MAJOR CONTOUR - - - - 'X- - - EXISTING MINOR CONTOUR XXX PROPOSED MAJOR CONTOUR XXX PROPOSED MINOR CONTOUR RIGHT-OF-WAY/PROPERTY LINE CENTERLINE CONCRETE CURB AND GUTTER 2 C7.30 ASPHALT PAVEMENT - STANDARD DUTY ASPHALT PAVEMENT - HEAVY DUTY CEMENT CONCRETE - STANDARD 3 4 DUTY C7.30 CEMENT CONCRETE - HEAVY DUTY HMA CL -1" PG 64-22, MATCH EXISTING 177} THICKNESS, NO LESS THAN - + + + 4-INCHES. 6-INCHES CRUSHED SURFACING TOP COURSE. �- 2" GRIND AND OVERLAY, HMA-1" PG 64-22. GRINDING NOT REQUIRED AT FULL DEPTH REPLACEMENT AREAS. PVI STA: 0+18.89 PVI ELEV: 30.45 K: 1.00 LVC: 7.37 35 to r m � Iq o N IN 4- N M 0 0 0 Ld U II PVI TA: 0+ 6.99 > w N a � VI ELEV: 30.72 > w > m P I STA: 0+10. 5 °' K: VC: 1.00 3.62VI ELEV: 29.7 Y _K: 0.75 M 00 00 EXISTING GRADE T m C6 o L6 o PROPOSED FLOW LINE o o w II + + rn 0 I 0 < > J o v O U PROPOSED GRADE AT Lfj + di N I, + of N (�w U w O (n U > N Uj U U m W m > W m ; W m 5.1220 - 1.50% 30 0 I PROPOSED GRADE AT PROPOSED FLOW LINE I EXISTING RADE AT PROPOSE SOW LINE I 25 25 N rn N M O 0o � rn - N � I� M 00 O � O (q O In O � r7 cM i j= M r7 o M V-) C) ce) pry C) ce) T7 CD T7 M CD ce) W LL W LL W LL W LL W LL W LL W LL 0+46.13 0+40 0+30 0+20 NORTH EAST CURB RAMP FLOW LINE 20 SCALE: 1 "=5' H 1"=1.25' V °F WAsyrNgld� 1 1 Sftdn iEngmaa� 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: P T.L. HORIZONTAL: NAD 1983/1991 5� 2 PERMIT REVISION JN 4/25/22 DT PER SHEET CITY OF n a Ms ape Arohde DESIGNED: / �- Cemmeeity�aa�e� 3 PERMIT REVISION JN 5/12/22 DT J.N. � RENTON 101096 Land Su y. DRAWN: J.N. n� $ 35702 �cp`� Mob- ONE IN DATUM ° .� �ISTF.F• CHECKED: AT FULL scALE Planning/Building/Public Works Dept. �SStoNAL 8T A C O M A • S E A T T L E DT IF NOT ONE INCH 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 0511212022 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL � O N M W LL #1A 0+10 Lfi 0 II Q to Y (0 Q0j W N Of m W II o> Q Of J (D w r- I` � � N rn N (.j LL W 35 30 25 N CD LL W 0+00 U T a J H H R-420019 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z W DEVELOPMENT ENGINEERING J( havez 05/17/2022 L01 a a 0 W 03/18/2022 WATERSHED APARTMENTS 2 CIVIL CONSTRUCTION PERMIT FIELDBOOK: (n PAGE Ir DRAWING NO: LU WILLIAMS ROAD AND PAVING PLAN C%. � 0 Q SHEET: OF: 28 46 Cn I- Z CW G rr Q n Q 0 w Cn rr W Q PROPOSED BUILDING EDGE 9.0' CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102. ROW DEDICATION VARIES PER PLAN 8.0' CURB AND GUTTER SURFACING I PROPOSED PER COR STD PLAN PER AMENITY 103 I STRIP NDSCAPING 2-INCH OVERLAY -1.5% 1:12 MAX HMA CL z" PG 64-22 --------- - -2.1 I I I 40.8' 46.2' PROPOSED EXISTING ROW ROW LINE I I LINE I I SOUTH GRADY WAY SECTION SCALE: 1 "=5' H - -70- /i / a FG: 31.08' y� ; FG: 30.85 FG: 31.11 FG:31.04-\ 5.0' FG: 31.07 , o FG: 31.07 �1 q_ 2-INCH GRIND AND OVERLAY Q HMA CL -1" PG 64-22 EXISTING GRADE I < C7 EXISTING ASPHALT TO REMAIN O) EXISTING SUBGRADE TO REMAIN NO GRIND AT FULL DEPTH HMA HMA CL -1" PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 6-INCHES (TOTAL DEPTH, INCLUDING OVERLAY 6-INCHES CRUSHED SURFACING TOP COURSE. PAVEMENT SECTION PER STD PLAN 110.1. 5 - S D - S 1 - T(UG) 2 PERPENDICULAR o �� ! / - - --`-TC:30.71 - - -it ( C7.50 CURB RAMP�� 8-0 j(uc) _ w' FL: 30.21 PER WSDOT STD( FG: 30.47 �- T(UG) - - - - - - - T(u< TC:30.21 T(UGPLAN F-40.15-04 '�, ��/ T T(UG` TC:30.26 FL: 30.21 - - - - \ O - T U FL: 30.26 �T(u�� o - / TC:30.76 CURB RAMP CL - FL: 30.26 STA:20+36.24, 14.44' LT TC:30.97 FL: 30.47 FL: 30.42 TC:30.47 TC:30.42 FL: 30.47 FL: 30.42 DETECTABLE WARNING SURFACE PER WSDOT F-45.10-03 CURB RAMP CL - -- _ -- - _- - - _ STA:12+93.68, 28.60' LT ' ' `' sy • / W W.-,-W--W - W- W- W- W- W- W- W- W- W W- W- W- W- W G/�'W- W- W- W / W-W-- -71T/ l 10 nAT n A INI��`'I / CURB RAMP ENLARGEMENT SCALE 1 " = 5' w Know what's below. z Call before you dig. J � P(uc) P(uG) % �' FG:30.81 �� FG 30.81 5. 0, oho 0 PERPEDICULAR RAMP PER / FG:�30.90 ♦♦/,�� ' WSDOT STD PLAN F-40.15-01 J 13.7' 0 FG:30.22 FG: 30.85 0 0\� FG: 31.00 FG:31.00 \ FG: 30.85 �0 0 O O O O000 0511212022 1'� - 11Tr Hj O B] L j T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Civil Engineers StrucN�al Engineers LaiMacape A,chltects Community Planners Land Surve}rors Neighbors 253.383,2422 TEL 206.267.2425 TEL 1 PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION N 0 REVISION PROPOSED BUILDING EDGE 5.0' ROW DEDICATION SURFACING PER LANDSCAPING PROPOSED ROW LINE CONDITION OF APPROVAL: SIDEWALK ALONG WILLIAMS AVE S SHALL MEET THE CITY OF RENTON, DOWNTOWN STREETSCAPE DESIGN STANDARDS AND GUIDELINES 12.0' CEMENT CONCRETE SIDEWALK O U) w D CL z w CURB AND GUTTER Q PER COR STD PLAN NO GRIND AT FULL DEPTH HMA U) 103 OVERLAY EXISTING GRADE -j J HMA CL Z" PG PROPOSED GRADE - 64-22 HMA CL 2" PG 64-22, MATCH EXISTING THICKNESS, NO LESS THAN 6-INCHES. 6-INCHES CRUSHED EXISTING ROW SURFACING TOP COURSE. LINE PAVEMENT SECTION PER STD PLAN 110.1. 30.0' 35.0' WILLIAMS AVENUE SOUTH SECTION SCALE: 1 "=5'H / G / / G p(UG) O G p UG) (1pPNG)F(UG) (P(UG)G) / P(UG) P(UG) - / - P(UG) / / TC: 30.57 / BC: 30.07 / G / EG: 30.48 / / TC: 31.01 TC:30.51 10 / I � BC: 30.51 / G I 4.0' - I° SD -SD -SD y ■ O DSDSD T(UG) T(UG)\ CURB RAMP CL TA:20+77.22, 30.78' RT I I / TC: 31.55 TC:31.61 TC: 30.69 +4� BC: 31.2 BC: 31.28 BC: 30.69 8 01 IF EG:31.19�----------------I---------- ��----- EG: 31.58 �� - ` I -1 , / CURB RAMP ENLARGEMENT (EAST) 2-INCH GRIND AND OVERLAY, HMA CL -1" PG 64-22 EXISTING SUBGRADE TO REMAIN EXISTING SUBGRADE TO REMAIN may- a„ 31.61 -G: 31.85 P(UG) F P(UG) P(l P(UG) P OH} P(UG) p(i T(UG) TEC1G) - UG) T(UG) `EG: 31.79 D LO CD 'T^ �i O T N A U 1►M'1 H H 1� H H F NOT TO SCALE R-420020 U) IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z CW DEVELOPMENT ENGINEERING � G JChavez 05/17/2022 Q n Q 0 JN 3/18/22 DT SURVEYED: SCALE: W T.L. �� JN 4/25/22 DT PER SHEET HORIZONTAL ND1W3/'N' WATERSHED APARTMENTS 03/18/2022 = JN 5/12/22 DT DESIGNED J.N. CITY OF CIVIL CONSTRUCTION PERMIT U) RENTON FlELDBOOK: DRAWN: PAGE: J.N. ONE INCH DATUM i DRAWING NO: w CHECKED: AT FULL SCALE Planning/Building/Public Works De t. NCH P STREET SECTIONS &CURB RAMP ENLARGEMENTS DT IF NOT ONE IQ BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 29 46 LO T L^T C) C) T N u H H T N a D J H H T N n U) Z W Q n Q 0 W rr W Q t V J I— Z LU 73 I— rr a n a W 2 W W I - a SPECIAL NOTE IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. T 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE VARIES: 6.5' MIN. 1' 1' 1' 1' DEPTH OF EXISTING PAVEMENT MIN I MIN VARIES MIN I MIN 2" SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" — 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) I. \6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) - CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE di MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING, MATERIAL— SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR SM. PLAN - 110 PAVEMENT OR R� PUBLIC WORKS I'f'R �"`I;I` DEPARTMENT FLEXIBLE PAVEMENT WITH O ERLAYI� TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE 9,-8" 11-4" 1 7,-o„ 1 1,-4„ SCALE: NONE METRO B-21 FOOTING NOT TO SCALE ®R Know what's below. Call before you dig. 0511212022 0 CONCRETE SCORE LINE 4" SQUARE SHELTER LEG LIFER GROUNDING PER D111 STUBUP LOCATION FOR B—SERIES FOOTING, EXCEPT FOR THE 630 SERIES FOOTINGS RB -6"MIN.(TYP.) -CONCRETE GUTTER -TIRE TRACKS LAN E LINE LAN E CENTER IN LANE TIRE LANE CENTER IN LANE 1(TY1 ) -TIRE TRACH LAN E LINE 10' ��8"(TYP.)-STRIPE "(TYP.)-OPEN 8"(TYP.)-STRIPE _,1'1_ -TIRE TRACH * TYPICAL 4—LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. STD. PLAN - 127 sPUBLIC WORKS THERMOPLASTIC/PAINTED DEPARTMENT CROSSWALK THERMOPLASTIC PAINTED CROSSWALK NOT TO SCALE u-- 4" SQUARE SHELTER LEG STEM WALL - LIFER GROUNDIN PER D111 STUB LOCATION FOR E SERIES FOOTING 4 1/2 to TYPICAL LEG DETAIL TYPICAL LEG DETAIL @ CORNER FOR B-SERIES FOOTING @ CORNER FOR 630 (EXCEPT 630 SERIES SERIES FOOTING TYPICAL LEG DETAILS FOR B-SERIES FOOTINGS ii SCALE: NONE N FOOTING DIMENSIONS FOOTING TYPE SHELTER FRAME TYPE LENGTH 'A' WIDTH 'B' SLAB THICKNESS 'T' B1 1 PER PLAN 9'-8" 7'-0" 7 1 /2" B12 PER PLAN 18'-0" 7'-0" 7 1 /2" B13 PER PLAN 12'-8" 9'-8" 7 1 /2" B21 PER PLAN 9'-8" 4'-40' 14" B22 PER PLAN 18'-0" 4'-4" 14" B31 F1 1 9'-0" 6'-4" 7 1 /2" B31 F21 9'-0" 4'-4" 14" B31 F31 OR F51 9'-0" 4'-4" 14" B32 F12 17'-4" 6'-4" 7 1 /2" B32 F13 12'-0" 9'-0" 7 1 /2" B32 F14 17'-4" 6'-4" 7 1 /2" B32 F22 OR F52 17'-4" 4'-4" 14" B32 F32 17'-4" 4'-4" 14" GENERAL NOTES: 1. "I]" INDICATES AREAS FOR FUTURE SHELTER LEGS. AVOID PLACING REINFORCEMENT IN THESE AREAS. 2• FOR SITES WITH SLOPES LESS THAN 0.5% IN 'A' DIMENSION, INCREASE DIMENSION AT MIDDLE OF FOOTING BY 1 " TO ASSURE PROPER DRAINAGE OF SURFACE WATER. 3. JOINT PER DET 3 TO ISOLATE EDGES FROM PAVEMENT, SIDEWALKS, OR OTHER STRUCTURES. 4. WHEN USING B-32 FOOTING WITH DOUBLE FRAMES, USE A LONGER BEARING SHOE TO SUPPORT THE FRONT MIDDLE LEG (BY METRO). 5. SEE DIET D111 FOR CONDUIT AND GROUNDING WIRE. 6. FOOTINGS SHALL BE PLACED TO ENSURE THE SHELTER IS A MINIMUM THREE FEET FROM FACE OF CURB TO THE VERTICAL STRUCTURE; WHICH INCLUDES THE CANTILEVER OVERHANG AND EDGE OF THE SHELTER IF PLACED REVERSE TO CURB. L J T L^T O O T N LJ H H T a J H H T n R-420022 I cin IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z LCU DEVELOPMENT ENGINEERING G JChavez 05/17/2022 ~ a n a 0 Civil Ergirreers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: DATE U-1 1 stNa,aieymee T.L. VERTICAL NAVD 1988 WATERSHED APARTMENTS / / 2 2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL NAD 1983/1991 03 18 2022 LarMscape architects DESIGNED: ® CITY OF FlELDBOOK: - comunnyFannero 3 PERMIT REVISION JN 5/12/22 DT J.N. - RENTON CIVIL CONSTRUCTION PERMIT Land Surve}rors DRAWN: PAGE Hj B] L J.N. ONE INCH vul• DRAWING NO: Neghbors DATUM W CHECKED: AT FULL scALE Planning/Building/Public Works Dept. T A C O M A • S E A T T L E DT IF NOT ONE INCH P STREET FRONTAGE DETAILS Q 220 North Ave Street, Suite 20, Tacoma, A 98101 206.267.2425 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 31 OF, 46 1200 Sixth Avenue, Suite 1620, Seattle. WA 98101 206.267.2425 TEL W Z LULU G _ Q n 0 W rr LU Q Z J E NOTES 1. Permanent Detectable Warning Surfaces (DWS) shall extend the full width of the curb ramp, landing, or other roadway entrance as applicable. Exception: If the Manufacturer of the DWS requires a concrete border around the DWS, a variance of up to 2" (in) on each side of the DWS is permitted. 2. Permanent Detectable Warning Surfaces (DWS) shall be placed on a minimum 4" (in) thick concrete pad. The DWS panel shall be placed adjacent to the back of the curb and with no more than a 2" (in) gap between the DWS and the back of the curb measured at the center of the DWS panel. Exception: If the Manufacturer of the selected DWS requires a concrete border around the DWS, a variance of up to 2" (in) from the back of the curb is permitted (measured at the leading corners of the DWS panel). 3. The rows of truncated domes shall be aligned to be parallel to the direction of travel, and perpendicular to the grade break at the back of curb. 4. If curb and gutter are not present, such as a shared -use path connection, the Detectable Warning Surface shall be placed at the pavement edge. 5. See Standard Plans for sidewalk and curb ramp details. 6. If a curb ramp is required, the location of the Detectable Warning Surface must be at the bottom of the ramp and within the required distance from the rail crossing. 7. When the grade break between the curb ramp and the landing is less than or equal to 5 ft. from the back of curb at all points, place the Detectable Warning Surface on the bottom of the curb ramp directly above the grade break. 8. Glued or stick down Detectable Warning Surfaces are allowed only for temporary work zone applications. i"-A A B III I E �C� I A J B D TRUNCATED DOME TRUNCATED DOME SPACING SECTION O SEE NOTE 3 SEE STANDARD SPECIFICATIONS MIN. MAX. A 1.60" 2.40" B 0.65" - C 0.45" 0.90" D 0.9" 1.40" 0.2" FOR COLOR OF SURFACE TRUNCATED DOME DETAILS Q W Q' Of m OFFSET WALKWAY CURB RAMP LANDING SEE NOTE 7 WIDTH OF WALKWAY CURB RAMP, LANDING, CUT - THROUGH OR WALKWAY SEE TRUNCATED DOME DETAIL - THIS SHEET BACK OF CURB -- SEE NOTE 2 J J w 0 0 z X W LL r CO Q IX 0 DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 :::::..:......... 2' - 0" MIN. - TYP. OF ALL APPLICATIONS CURB AND GUTTER LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING WALKWAY WALKWAY �J WIDTH OF CUT - ROUGH (TYP.) w �- DETECTABLE WARNING o SURFACE (DWS) - SEE NOTE 3 CURB RAMP Zit BACK OF CURB W W SINGLE DIRECTION CURB RAMP FLARE FLARE 2' - 0" m (GRADE BREAK BETWEEN CURB AND MIN. LANDING:5 5 FT. FROM BACK OF CURB) (SEE NOTE 5) BACK OF CURB - DETECTABLE WARNING DETECTABLE WARNIN o WHEELCHAIR DIRECTION SEE NOTE 2 SURFACE (DWS) - SURFACE (TYP.) - CURB RAMP W Y LANDING OF TRAVEL SEE NOTE 3 SEE NOTE 3 o 9 u WIDTH OF CURB RAMP WALKWAY m BACK OF CURB - SEE NOTES 2 & 8 WIDTH OF PERPENDICULAR CURB RAMP WALKWAY (SEE NOTE 6) WIDTH OF CURB RAMP, ISLAND CUT -THROUGH LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) - °" DETECTABLE WARNING SEE NOTES 3 AND 8 SURFACE (DWS) - SEE NOTE 3 BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETECTABLE WARNING ............ (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) - LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 3 & 6 (SEE NOTE 5) Z CURB RAMP � CURB RAMP `O WALKWAY � LANDING I WALKWAY n Know what's below. Call before you dig. BACK OF CURB - _/ \_ DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) -- SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 6) it PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING DETECTABLE WARNING SURFACE NOT TO SCALE 0511212022 PLAC A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH - SEE CONTRACT PLANS LANDING I GRADE BREAK LANDING CURB RAMP GRADE BREAK SEE CONTRACT PLANS - CEMENT CONCRETE SEE CONTRACT PLANS - 4' - 0" MIN. SIDEWALK - SEE NOTE 5 4'- 0" MIN. I PROVIDE SMOOTH TRANSITION CEMENT CONCRETE TO SIDEWALK WIDTH SIDEWALK - SEE NOTE 5 (TYP.) SEE CONTRACT PLANS - * 4'- 0" FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE v, 3/8" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) -SEE I STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - .................... SEE CONTRACT PLANS v, ................. CURB, OR CURB AND GUTTER - CURB, OR CURB SEE NOTE 4 AND GUTTER -- DETECTABLE WARNING SURFACE - SEE NOTE 4 B SEE STANDARD PLAN F-45.10 FACE OF CURB FACE OF CURB MEASURED PARALLEL DEPRESSED CURB AND GUTTER - TO CURB (TYP.) CROSSWALK SEE NOTE 4 1O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 FOR CURB RAMP LENGTHS GREATER THAN 8'- 0" PROVIDE A NOTES CURB RAMP WIDTH 4'- 0" MIN. 1. At marked crosswalks, the connection between the curb ramp and the road - LANDING E MATCH CURB RAMP I WIDTH -SEE CONTRACT PLANS way must be contained within the width of the crosswalk markings. Y 9 2. Where "GRADE BREAK" is called out, the entire length of the grade break GRADE BREAK between the two adjacent surface planes shall be flush. 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- ances on any part of the Curb Ramp or Landing, or in front of the Curb Ramp where it connects to the roadway. MIN. SEE CONTRACT 4. See Contract Plans for the curb design specified. See Standard Plan PLANS - 4'- 0" MIN. * F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and BUFFER WIDTH -MATCH Pedestrian Curb details. TO CURB RAMP DEPTH I ' (TYP) 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See Contract Plans for width and placement of sidewalk. ,I, I `i, V 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the 0� adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, Pedestrian Curb, or Sidewalks. .................. / 7. The Curb Ramp length is not required to exceed 15 feet (unless shown CEMENT CONCRETE otherwise in the Contract Plans). When applying the 15-foot max. length, CURB - SEE NOTE 4 the running slope of the Curb Ramp is allowed to exceed 8.3%. Use a single constant slope from bottom of ramp to top of ramp to match into FPEDESTRIAN DETECTABLE WARNING SURFACE - the landing over a horizontal distance of 15 feet. Do not Include the ANDARD PLAN F-45.10 abutting landing in the 15-foot max. measurement. SED CURB AND GUTTER 8. Curb Ramps and Landings shall receive a broom finish. See Standard CROSSWALK Specifications 8-14. 9. Pedestrian Curb may be omitted if the ground surface at the back of the Curb Ramp and/or Landing will be at the same elevation as the Curb Ramp or Landing and there will not be material to retain. PLAN VIEW CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN. 15- 0" MAX. (T) GRADE BREAK SLOPE TREATMENT - SEE CONTRACT PLANS SEE NOTE 7 COUNTER SLOPE - SEE STANDARD PLAN F-30.10 -*_ GRADE BREAK 5.0% MAX. * TOP OF ROADWAY LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 I CURB RAMP DEPRESSED CURB AND GUTTER - 1 SEE STANDARD PLAN F-10.12 SECTION OA CEMENT CONCRETE CURB RAMP "TYPE CEMENT CONCRETE CURB RAMP "TYPE PERPENDICULAR "A" PAY LIMIT - SEE NOTE 6 -A-, PERPENDICULAR "B" PAY LIMIT DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 3" R. TYP. DEPRESSED CURB AND GUTTER - SEE NOTE 4 CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 CURB RADIUS DETAIL O ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT PERPENDICULAR CURB RAMP NOT TO SCALE WIDTH OF CUT -THROUGH (TYP.) LEGEND SLOPE IN EITHER DIRECTION 1.5% OR FLATTER RECOMMENDED FOR * DESIGN/FORMWORK (2% MAX.) * * 7.5% OR FLATTER RECOMMENDED FOR DESIGN/FORMWORK (8.3% MAX.) 9.5% OR FLATTER RECOMMENDED FOR * * * DESIGN/FORMWORK (10% MAX.) ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT ®F WAS yj�c �0 �� 28680 �O F 01STER 1 �"'ONAL t Digitally signed by R. Scott Zeller Date: 2020.09.22 13:23:53-07'00' PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 14:44:37-07'00' STATE DESIGN ENGINEER Adak Washington State Department of Transportation L0 T T L0 0 T N U R-420023 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z Z LU DEVELOPMENT ENGINEERING �' G JChavez 05/17/2022 ~ Civil E,girreers 1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE: 1- SIN°I°,elEgl°ee� T.L. �` N^w' WATERSHED APARTMENTS 2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL` NAD 1983/1991 CITY OF - cmunFlznlners 3 PERMIT REVISION JN 5/12/22 DT DESIGNED: CIVIL CONSTRUCTION PERMIT Hj B] L J Neighbors �e"dsurveYors DRAWN: RENTON O J.N. ONE INCH DATUM i CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. T A C O M A • S E A T T L E DT IF NOT ONE INCH p• STREET FRONTAGE DETAIL 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383,2422 TEL N 0 • REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL Q a 0 UJ DATE. 03/18/2022 = FIELDBOOK: U) PAGE DRAWING NO: C7.50 LU P- SHEET: OF: 32 46 0 N i 0 LU W Z LU 73 I— rr a a LU V i rr LU a i;.i zz J STA:13+00 = \ STA:20+001& \ t t 1 i 1 1 A ° I V\/ I 175954.30 1300781.71 .p 0 a /i oy Know what's below. Call before you dig. TYPE 3R (RIGHT) TRAFFIC AR OW PER WSDOT STD PLAN M-24.4 -02 - �— TYPE 2SL (LEFT) TRAFFIC ARR W 21+00 PER WSDOT STD PLAN M-24.4 -02 22+00 R160.0' - /POINT OF TANGENCY N 1761767 / STA:21+12.61 1.80 RT E 1300787.16 / 12" WATER M�nvi,U I ) / END DOUBLE YELLOW LANE LINE STA:20+69.82, 7.69' RT - INIIUAL UUKb a� a� 1� 0511212022 1 '� _ Hj B] L j O T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 Civil Engineers Sfrudwal Engineers Landscapearchcem Community Planners Land Surve}rors Neighbors 253.383,2422 TEL 206.267.2425 TEL 1 PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION N 0 REVISION BEGIN SOLID WHITE LANE LINE PER WSDOT STD PLAN M-20.10-03 STA:22+11.38, 9.08' LT 10.7' BEGIN SOLID YELLOW DOUBLE LANE LINE PER WSDOT STD PLAN M-20.10-03 STA:22+11.40, 1.58' RT GRAPHIC SCALE Z 0 10 20 40 1" = 20 FEET JN 3/18/22 DT SURVEYED: T.L. JN 4/25/22 DT DESIGNED: J.N. JN 5/12/22 DT DRAWN: J.N. CHECKED: DT BY DATE AP P R APPROVED: 23+OC SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND DocuSign Envelope ID: AOA08484-4OB8-4C5D-B9EO-E7OE51967ED2 RIGHT-OF-WAY/PROPERTY LINE CENTERLINE ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. WSDOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. M-3.10-04 LEFT TURN CHANNELIZATION M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES M-3.40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.50-03 DOUBLE LEFT TURN CHANNELIZATION M-5.10-03 RIGHT TURN CHANNELIZATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED - USE PATH MARKINGS M-11.10-03 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10-03 LONGITUDINAL MARKING PATTERNS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40-02 SYMBOL MARKINGS -• TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT LETTERS, AND RED/GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. THERMOPLASTIC SHALL CONTAIN 3M 50/50 WET/DRY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKS/TRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W/RAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50° F. \�Y o PAVEMENT MARKING NOTES — 109 + PUBLIC WORKS �pMPROV DEPARTMENT arlin -F)aStUChil/5/2020 8138131 FD98B449D... DATE 12:- LO T L^T C) T N AlU ►M'' H H T a J 7— IN rr n R-420024 I W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ Z CW DEVELOPMENT ENGINEERING G JChavez 05/17/2022 '' ~ a n a 0 DATE. U-1 VERTICAL NAVD,998 ' WATERSHED APARTMENTS 03/ / 2 HORIZONTAL NAD 1983/1991 CIVIL CONSTRUCTION PERMIT o3 �s 2022 ® CITY OF � RENTON FlELDBOOK: PAGE DATU M vulv DRAWING NO: LU Planning/Building/Public Works Dept. CHANNELIZATION PLAN C7, 60 Q SHEET: OF: 33 461 ABBREVIATIONS o N It ABV ABOVE NIC NOT IN CONTRACT ADJ ADJACENT NO NUMBER O ALT ALTERNATE NOM NOMINAL ALN ALIGN NTS NOT TO SCALE 0 APPRX APPROXIMATE w ARCH ARCHITECTURAL OC ON CENTER ASPH ASPHALT OD OUTSIDE DIAMETER ASTM AMERICAN SOCIETY FOR TESTING AND OH OVERHEAD MATERIALS PA PLANTING AREA BIO BIO-INFILTRATION PC PORTLAND CEMENT/PRECAST CONCRETE BM BENCH MARK PL PROPERTY LINE BLDG BUILDING POLY POLYETHYLENE U) BO BY OTHERS PT PRESSURE TREATED I- BOT BOTTOM PVC POLYVINYL CHLORIDE z BS BOTH SIDES QTY QUANTITY Lij QUAL QUALITY G CAL CALIPER CB CATCH BASIN RAD/r RADIUS CFCI CONTRACTOR FURNISHED RD ROOF DRAIN Q CONTRACTOR INSTALLED REBAR REINFORCING BAR 0- Cl CAST IRON REF REFER OR REFERENCE Q CIPC CAST -IN -PLACE CONCRETE REINF REINFORCED / REINFORCING 0 CJ CONTROL JOINT REM REMOVE w CL CENTERLINE REPL REPLACE CLR CLEAR REQD REQUIRED (� CMU CONCRETE MASONRY UNIT REV REVISE / REVISION CO CLEAN OUT ROW RIGHT-OF-WAY LINE Lij COL COLUMN CONC CONCRETE SCH SCHEDULE Q CONST CONSTRUCTION SD STORM DRAIN CONT CONTINUOUS SECT SECTION CP COORDINATES POINT / CENTER POINT SPEC SPECIFICATION CTR CENTER SQ SQUARE SS SANITARY SEWER / STAINLESS STEEL DBL DOUBLE ST STONE DBH DIAMETER AT BREAST HEIGHT STA STATION DEMO DEMOLISH / DEMOLITION STD STANDARD DET DETAIL STL STEEL DIA DIAMETER SYM SYMMETRICAL DIM DIMENISION SHT SHEET DS DOWNSPOUT STRUCT STRUCTURAL DWG DRAWING S/W SIDEWALK EA EACH T TREAD/THICK EJ EXPANSION JOINT TC TOP OF CURB ELEC ELECTRICAL TEMP TEMPORARY ELEV ELEVATION THK THICKNESS ENCL ENCLOSURE TOC TOP OF CONCRETE EOP EDGE OF PAVEMENT TOS TOP OF SLAB/ STEEL EQUIP EQUIPMENT TOW/TW TOP OF WALL EW EACH WAY TYP TYPICAL EXIST EXISTING LINO UNLESS NOTED OTHERWISE FBO FURNISHED BY OWNER FDC FIRE DEPARTMENT CONNECTION V VENT / VOLT/ VALVE FIG FINISH GRADE (V) VERIFY FOC FACE OF CONCRETE VERT VERTICAL FOW FACE OF WALL VOL VOLUME FS FINISHED SURFACE XFMR TRANSFORMER FTG FOOTING FURN FURNITURE/ FURNISHED & AND < ANGLE @ AT GA GAUGE GALV GALVANIZED CENTERLINE R PROPERTY LINE GC GENERAL CONTRACTOR 0 DIAMETER GND GROUND GV GATE VALVE PLUS OR MINUS # NUMBER HOR HORIZONTAL HR HOUR HT/H HEIGHT / HIGH HVAC HEATING, VENTILATING & AIR CONDITIONING ID INSIDE DIAMETER INCL INCLUDING INFO INFORMATION INT INTERIOR MAS MASONRY MAT MATERIAL MAX MAXIMUM MECH MECHANICAL MED MEDIUM MET/MTL METAL MFR MANUFACTURER MH MANHOLE MIN MINUMUM MISC MISCELLANEOUS MIX MIXTURE N NORTH N/A NOT APPLICABLE GENERAL NOTES 1. PLANTING SHALL CONFORM TO ALL RENTON CODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 2. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 3. INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND RENOVATED LANDSCAPE AREAS. 4. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS AND NOTES. 5. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. 6. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 7. SEE SHEET L0.1 FOR TREE RETENTION PLAN 8. SEE SHEETS L1.0 - L1.2 FOR MATERIAL PLAN AND DETAILS 9. SEE SHEETS L3.0 - L3.2 FOR PLANTING PLANS DETAILS 10. SEE SHEETS L4.0 - L.4.2 FOR IRRIGATION GENERAL SYMBOLS LEGEND PROPERTY LINE / RIGHT-OF-WAY OVERHEAD BUILDING OR CANOPY EXISTING STRUCTURE PROPOSED STRUCTURE GRAPHIC SYMBOLS LEGEND I I AREA OF ENLARGEMENT I I XX DETAIL REFERENCE 00 XX 00 ELEVATION XX SECTION 00 REVISION NUMBER REVISION CLOUD SHEET LIST Sheet Number Sheet Title L0.0 LANDSCAPE COVER SHEET L0.1 TREE RETENTION PLAN L1.0 MATERIALS PLAN AT GRADE L1.1 MATERIALS PLAN LEVELS 2 AND 6 -FOR REFERENCE ONLY L1.2 MATERIALS DETAILS L1.3 MATERIALS DETAILS LEVELS 2 AND 6 -FOR REFERENCE ONLY L2.0 PLANTING PLAN AT GRADE L2.1 PLANTING PLAN LEVELS 2 AND 6 -FOR REFERENCE ONLY L2.2 PLANTING DETAILS L3.0 IRRIGATION PLAN L3.1 IRRIGATION PLAN LEVELS 2 AND 6 -FOR REFERENCE ONLY L3.2 IRRIGATION DETAILS L4.0 PROMENADE EXHIBIT NARRATIVE PROPOSED OFF SITE IMPROVEMENTS: A FIRE LANE/ PUBLIC WALKWAY AND POCKET PARK PATIOS ALONG THE SOUTHWEST SIDE OF THE SITE PROVIDE A PUBLIC AMENITY WITH SEATING, A PROMENADE, DECORATIVE PANELS ON THE BUILDING, A ROW OF SHADE TREES, AND OTHER ORNAMENTAL PLANTINGS. A SIDEWALK, PLANTINGS, AND STREET TREES ARE PROPOSED ALONG WILLIAMS AND GRADY WAY, WITH BENCHES FACING ON TO THE SIDEWALK AND WALKWAYS TO BUILDING ENTRANCES. PROPOSED ON SITE IMPROVEMENTS: TREES, SHRUBS AND PERENNIAL BEDS SOFTEN THE ARCHITECTURE AND HIGHLIGHT ENTRANCES, WHILE MAINTAINING SIGHT LINES AND SECURITY AROUND THE BUILDING. UPPER LEVELS INCLUDE PRIVATE PATIOS AND SHARED AMENITY AREAS WITH RAISED PLANTERS AND FURNISHINGS IN FLEXIBLE CONFIGURATIONS. TREE REMOVAL: A TOTAL OF 6 SIGNIFICANT TREES ARE PROPOSED TO BE REMOVED. THEY ARE ALL COTTONWOODS, FIVE OF WHICH ARE OVER 30", MAKING THEM LANDMARK TREES. AN ARBORIST REPORT FROM BARTLETT CONSULTING DATED JUNE 30, 2020 AND TREE RETENTION PLAN HAVE BEEN PREPARED IN SUPPORT OF THE PROJECT AND ARE INCLUDED IN THE APPLICATION DOCUMENTS. PROPOSED MODIFICATIONS: TO IMPROVE TREE HEALTH, WE ARE PROPOSING TREE PLANTING AREAS, RATHER THAN TREE GRATES ALONG S GRADY WAY. WE ARE PROPOSING FEWER TREES IN THE PARKING AREA TO MAXIMIZE PARKING, AS WAS REQUESTED BY NEIGHBORS IN THE COMMUNITY MEETING. BUILDING OVERHANGS HELP COMPENSATE FOR THE LOSS OF SHADE, AND A LANDSCAPED STRIP ALONG THE PARKING LOT PROVIDES ADDITIONAL PLANTING BENEFITS. CODE SUMMARY TABLE RENTON CODE REFERENCE CALCULATIONS REQUIREMENT PROPOSED STREET TREES (RMC 4-4-070 (F)(2)) SEE L2.0 ENHANCED PARKING LOT INTERIOR PARKING LOT PERIMETER AND SITE PLANTING LANDSCAPING (RMC 4-4-070 PROVIDED IN LIEU OF INTERNAL (H)(5)) PARKING LOT LANDSCAPING, PER PRE-APP DIRECTION FROM CITY OF RENTON. BICYCLE PARKING (RMC 4- BICYCLE PARKING EQUAL TO 41 VEHICLE PARKING STALLS X .1= 4 PROVIDED IN PARKING GARAGE, 4-080 (F)(11)(a)) 10% REQUIRED OFF-STREET BICYCLE PARKING SPACES SEE ARCH. VEHICLE PARKING TREE RETENTION (RMC 4- 4-130) SEE L0.1 and L2.0 R-420025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING rt� O R. S clwiE9meersSURVEYED: SCALE: DATE: k1 PERMIT REVISION E.H. 3/18/220� �T =1go P St-bra,E9,neers T.L. VERTICAL: NAVD i9ap83/1 CITY OF WATERSHED APARTMENTS 03/18/2022 2 PERMIT REVISION E.H. 4/25/22 PER SHEET HORIZONTAL: NAD 1983/1991 LantlscapeArchllacta DESIGNED: CIVIL CONSTRUCTION PERMIT FIELDBooK: �' 3 PERMIT REVISION E.H. 5/12/22 M.S. o u Lamm°-yon, RENTON DRAWN: PAGE: _ Land Surveyors V� in Naighb- E.H. H ONE INCH DATUM DRAWING NO: O O CJ ti O CHECKED: ti �, ory AT FULL SCALE Plonnin Buildin Public Works Dept. Know what's below. �FXP.03�0� ,� �ti TA C O M A - S E AT T L E C.T. IF NOT ONE INCH g/ 9/LANDSCAPE COVER SHEET L LE sC 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: Call before you dig. APE A RGOhl 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 34 46 Ln T T L0 O T N 16 H H T N Q J VIP, 1� H H T N TREES TO BE REMOVED 0 iI w U) I— Z CW G rr a n Q 0 w rr w Q I EDGE OF ASP I s \� IA I I I I \ 'ET IT Tl/ 1 � J DRIPLINE, TYP. EXISTING BUILDING N. LINE VACATED SO. 7TH STREET I \ W W PARJCEL / \� �_�CITY Of RENTON jsID1=W . I RAFFIC SIGNALS AND STREET LIGHT EASEMENT. REC. NO. 8710221353 SL SL I JGl �L POWER / POLE # Caliper TYPE SPECIES REASON FOR REMOVAL HEALTH NOTES 1 7211 DECIDUOUS COTTONWOOD FIRE LANE POOR LANDMARK 2 811 DECIDUOUS COTTONWOOD FIRE LANE FAIR 3 6011 DECIDUOUS COTTONWOOD BUILDING POOR LANDMARK 4 3011 DECIDUOUS COTTONWOOD BUILDING FAIR SIGNIFICANT 5 3611 DECIDUOUS COTTONWOOD BUILDING FAIR LANDMARK 6 6011 DECIDUOUS j COTTONWOOD j BUILDING j FAIR LANDMARK CODE CALCULATIONS RENTON MUNICIPAL CODE REGULATION TREES TO BE REMOVED REQUIRED REPLACEMENT PROVIDED REPLACEMENT NO REPLACEMENT REQUIRED FOR ARBORIST REPORT (BARTLETT TREE REMOVAL (4-4-130 C. 9) UP TO (6) SIGNIFICANT TREES IN 1 SIGNIFICANT TREE TO BE URBAN FORESTRY SERVICES, JULY REPLACEMENT PROVIDED PER RMC LOTS 20,001 SF OR GREATER. REMOVED. 1, 2020) INDICATES SIGNIFICANT 4-4-130 HA.e.i. TREE TO BE REMOVED. ARBORIST REPORT (BARTLETT TREE RETENTION (4-4-130 H.1.(a)(iii)) 10% MIN OF SIGNIFICANT TREES SHALL BE RETAINED IN 4 LANDMARK TREES TO BE URBAN FORESTRY SERVICES, JULY REPLACEMENT PROVIDED PER RMC REMOVED. 1, 2020) INDICATES LANDMARK 4-4-130 HA.e.i. COMMERCIAL ZONE TREES TO BE REMOVED. WHEN REQUIRED TREES CANNOT (17) 2" CAL. TREES + (10) 6' HT BE RETAINED, REPLACEMENT CONIFERS (ASSUMING 1.5" CAL) + (8) TREES MUST BE 2" CAL MIN OR 6' HT 5 SIGNIFICANT TREES REMOVED X 6' HT MULTI -STEMMED TREES TREE REPLACEMENT (4-4-130 HA.e.i.) CONIFER AT RATE OF 12 CAL IN. FOR 6 TREES TO BE REMOVED 12 REPLACEMENT CAL. INCHES PER (ASSUMING 1.5" CAL) + ((6) 2" CAL. EACH REMOVED. UP TO 50% OF TREE = 60 CAL. INCHES STREET TREES X 50% REQUIRED REQUIRED TREES MAY CONTRIBUTE TREE COUNT LIMIT) = 67 CAL. TO REPLACEMENT. INCHES LEGEND EXISTING TREES. (� TREES TO BE REMOVED.( �E SEE TABLE. DRIPLINE / GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET �. r R S J y/'1/ FE CiWl&gineers SURVEYED: SCALE: I p //T.L. VERTICAL: NAVD 1988 �GKia c 1 PERMIT REVISION E.H. 3 18 22�2 PERMIT REVISION E.H. 4/25/22 PER SHEET HORIZONTALNAD 1983/1991 �.r�dxapeaN,rrecu DESIGNED: ® 3 PERMIT REVISION E.H. 5/12/22 M.S. aCwnmunityPlan n © .nds.nreynrs DRAWN: E.H. ®� 2O OryM • Neighbors ONE INCH DATUM CHECKED: �Q , EXP p3I0�\��e �� T A C O M A • S E A T T L E C.T.AT FULL SCALE Know what's below. IF NOT ONE INCH sC G.2. .Yti 220 North Ave Street, Suite 000, Tacoma, WA 98101 206.267.2425 TEL N O. REVISION BY DATE A P P R Call before you dig. APE A R Oyu 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL [—APPROVED: SCALE ACCORDINGLY 1 CITY OF RENTON Plonning/Building/Public Works Dept. R-420026 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLAW411NO AMargamoth Oft 7I"€02 WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT TREE RETENTION PLAN DATE: 03/18/2022 FIELDBOOK: PAGE: L0.1 SHEET: 35 OF`46 Ln T ^ 'T L J T N LJ1 H H T N Q J H H Ln T 'T^ Y J C) 0 T N WE H H T N Q J H H T N n 0 0 N w v / z Cw G rr a n Q n w rr w Q DOG RELIEF STATION RAISED PLANTERS DOG RUN SYNTHETIC TURF SAND BOX BENCH AGILITY RAMP, 2 PLANTER SEE ARCH L1.3 ENLARGEMENT U 4' HT BLACK 1 \ VINYL �.3 q, CHAINLINK E FENCE ON CURB � DOG RUN GATE, - SEE ARCH. PRIVATE PATIOS 4PA 67'-1"_Z 37'-7" ++++, n�\ BENCH, TYP, COURTYARD- LEVEL 2 1" 10' FBI F \ 10'-0 F PA F KJ. PA NOTES E r c? WOOD DECKING, SEE ARCH. RAISED PLANTERS,TYP. SEE TABLE THIS SHEET BENCH, TYP. - TREE PLANTERS, SEATING, OFOI TYP. FIREPIT ADDITIONAL SEATING, OFOI CAFE SEATING, OFOI PAVER TYP., SEE ARCH. 1. SEE SHEET L0.1 FOR TREE RETENTION PLAN 2. SEE SHEETS L2.0 -L2.2 FOR PLANTING PLANS AND DETAILS 3. SEE SHEETS L3.0 - L.3.2 FOR IRRIGATION MATERIALS LEGEND SANDBOX PLAY AREA, 152 SF SYNTHETIC K9 TURF, 310 SF PA PLANTING AREA oNe n _�Mi FIREPIT, SEE ARCH. DINING - TABLE, OFOI C n 1 ROOF DECK GREEN SPA�E-�LEVE�L6 %J L J v = 10' RAISED PLANTER LEGEND PLANTER DIMENSIONS A 48" X 24" X 24" H B 48" X 24" X 42" H C 48' X 30" X 24" H D 60" X 24" X 24" H E 72" X 24" X 24" H F 72" DIA X 42" H G 48" X 48" X 24" H a�Nva C W _Z J ry W 0— GRAPHIC SCALE 0 5 10 20 FEET 1" = 10 FEET BALLAST, SEE ARCH. WOOD DECKING, TYP., SEE ARCH. SEATING, OFOI U) W Q� U)O J Q W J m J PAVER TYPE 1, TYP. FOR REFERENCE ONLY - UNDER SEPARATE PERMIT R-420028 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING A�Morganroth oo i , . 2d22 �. Y R S J y/ti ■ CiWl&gineers SURVEYED: SCALE: G /f 1 PERMIT REVISION E.H. 3 18 22 O Gip sWcmrerEglneers / / T.L. HORIZONTAL: NADD1983//11991 WATERSHED APARTMENTS / / 2 PERMIT REVISION E.H.4/25/22 PER SHEET CITY OF 03 18 2022 � �.ndxar�a�,rrecrs DESIGNED: � I C—nifym — 3 PERMIT REVISION E.H. 5/12/22 M.S. RENTON CIVIL CONSTRUCTION PERMIT FIELDBOOK: Q PAGE: �.nds.�ynrs DRAWN: 2� OtiM V ■ Negnao E.H. ONE INCH DRAWING NO: DATUM CHECKED: AT FULL SCALE Plonnin Buildin Public Works Dept. MATERIALS PLAN LEVELS 2 AND 6 L1 1 Know what's below.F NOT ONE INCH ry n � �EXP�31p6 \� TACOMA SEATTLE C.T.•• g 9 P S �. Yti 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O. REVISION BY DATE A P P R SCALE ACCORDINGLY Call before you dig. eq PE A R� Oyu 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL APPROVED: SHEET: 37 oF:46 Ln T ^ 'T L J O O T N Ln 1►+'1 H H T Q J H H O O N It i 10 U) z Cw G rr a n Q w rr Lij Q TREE GRATE OLYMPIC FOUNDRY CNK SERIES, SEE MANUFACTURER SPECIFICATIONS. 1"X1." SHELF, TYP. SIDEWALK — TREE GRATE 1 /2" = V-0" PAVING - VARIES, SEE MATERIAL PLAN CURB, SEE CIVIL. BUILDING OR OTHER VERTICAL SURFACE AS OCCURS 3/8" X 4" PREMOLDED EXPANSION JOINT. 4" EDGE GROOVE. SEE MATERIAL PLANS CONCRETE PAVING, T COMPACTED SUB 95% PROCTOR )MPACTED SUB % PROCTOR VERTICAL EDGE CONDITION EXPANSION JOINTS NOTE: FINISH PEDESTRIAN AREAS WITH MEDIUM BROOM FINISH PERPENDICULAR TO DIRECTION OF TRAVEL. PEDESTRIAN CONCRETE PAVING 1 " = V-0" 2'X4' AND 4'X4' CIP CONCRETE W/ INTEGRATED COLOR. DAVIS: PEWTER AND LIGHT SANDBLASTED FINISH #4 REBAR PRE -MOLDED :PANSION FILLER WITH =ALANT ILL DEPTH JOINT , 1011 1 s MIA L I i it", a F. Rim I M" Ll "" aa'&T�� MON SEE PL i BUILDING FACADE _/� _� NO PLANTING ZONE s• 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% IN Lv, FINISH GRADE » 3 L1.2 STEEL EDGING MIRAFI 140 NON -WOVEN GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95% GRAVEL MAINTENANCE AREA NOTE: INSTALL EDGING PER MANUFACTURER'S SPECIFICATIONS WITH TOP OF EDGING 1/4" TO 1/2" ABOVE COMPACTED FINISH GRADE (TURF SIDE). SHRUB SIDE TOP OF SUBGRADE STEEL EDGING CONDITIONS VARY SEE PLAN '111�I� -3/16" X 6" STEEL EDGING COLOR SHALL BE BLACK COMPACT SUBGRADE ON EITHER SIDE OF EDGING TO MAINTAIN STABILITY STAKE AT ALL CURVE RETURNS, CURVE MIDPOINTS, AND AT 36" O.C. MIN. NTS P-2-GRA-10 v 1 ' = 1'-0" P-2-GRA-11 ^'^" `"'IDE TOOLED JOINT. PTH OF SLAB, MAX CONTRACTION JOINTS SOD LAWN BETWEEN PAVERS FINISHED GRADE 5/8" MINUS CRUSHED ROCK BASE, COMPACTED TO 95% COMPACTED SUBGRADE PLANTING SOIL FINISHED GRADE LANDSCAPE EDGE CONDITION WIDE LINEAR PAVERS 6 L 1 " = V-0" P-2-GRA-101 0 OF W A SN <G G R. S/� /�/ � ImpStti cml�Engmeers tt ,Eagaeea 1 C) 2 O© -'�� LantlscapeArchltecls a , _ omm aryPa e 3 Lantl Surveyors o G tiry Know what's below. �o sc T A C O M A S E A T T L E before you dig. .3 G�\ti PR Street,t 1200SithAvenueSie1620,Seatte,WA98101 NO. 206.267.2425TELCall P-2-GRA-18 NOTES: 1. GALVANIZED FINISH 2. CENTER GUARDRAIL AND POSTS ON RETAINING WALL SEE CIVIL J J >Q J_ J Q >I-- Uw 0 W W WJ_ > 4' coU GUARDRAIL 3/4" = V-0" PERMIT REVISION PERMIT REVISION PERMIT REVISION REVISION TOP RAIL, MATCH POSTS, SEE CIVIL 1" O.D. GALV. STEEL PIPE GUARD STYLES. POST -SEE CIVIL RAILING: ALL JOINTS WELDED & GROUND SMOOTH. GALV. COMPLETE ASSEMBLY AFTER FABRICATION. CIP RETAINING WALL, SEE CIVIL. EMBED, SEE CIVIL. 3" CLR FROM END OF WALL, MIN. "" 'ATE CURB WITH BRUSHED FINISH, JOUS, FLUSH WITH SURROUNDING 5% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL NOTES: • PROVIDE EXPANSION JOINTS ON LESS THAN 15' SPACING AT POST FOOTINGS. • ENSURE CURB IS FLUSH WITH SURROUNDING GRADE TO PREVENT TRIPPING. CONCRETE FLUSH CURB IN LANDSCAPE 1 /2" = V-0" SECTION & WOOD FENCE 1 " = V-0" 3/4" BEVELED EDGE 2x4 STD. DOUG. FIR BACK RAIL (TYP.) 4x4 PRESSURE TREATED POST 1x6 CEDAR PICKETS FINISH GRADE 3000 PSI CONC. FTG. @ 28 DAYS P-2-GRA-102 8'-0" O.C. 2x4 BACK RAIL TOP VIEW F� 12"0 ELEVATION (MIN.) P-2-GRA-103 R-420029 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 07 AMarganroth �� 1 }, 2022 E.H. 3/18/22 SURVEYED: T.L. VERTICAL: NAVD 19138 HORIZONTAL: NAD 1983/1991 DATUM DATE: 03/ 18/2022 E.H. 4/25/22 DESIGNED: M.S. E.H. 5/12/22 FIELDBOOK: PAGE. DRAWN: E.H. DRAWING NO: L •OF: CHECKED: C.T. BY DATE APPR APPROVED: SHEET: 38 46 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY �I CITY OF RENTON Plonning/Building/Public Works Dept. WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT MATERIALS DETAILS Ln T O O T N 1►+'1 H H T N rr Ln T 'T^ Y J C) 0 T N WE H H T N Q J H H T N n O i O i 0 w � I I W 35'-0" z Cw 1 G � 1 D 1 � 1 Q w U \ r \ w \ a \\ \ GRASSCRETE PAVIf\I ,, TYP. SEE CIVIL. 'ET �\ \ EXISTING BUILDING HEIGHT OF 8' WHERE BRANCHES EXTEND OVER PAVED AREAS. 2. SEE SHEET LOA FOR TREE RETENTION PLAN 3. SEE SHEETS L1.0-L1.3 FOR MATERIALS PLANS AND DETAILS 4. SEE SHEETS L4.0 - L.4.2 FOR IRRIGATION /% /1 1 1 \ 1 /\ T r /1 - P.S.P.L EASEMENT REC. NO. 7802060578 r \/ I IC% T I A I f—% MI III r'\ I A I n N1 3 35 i 1. SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12" AND P(UG) PRU` I TOPSOIL PLACED IN LIFTS OF UP TO 6" DEPTH. FIRST u LIFT TO BE MIXED INTO SUBGRADE. 2. TOPSOIL TO BE ONE OF THE FOLLOWING: FIRE HYDRANT, SEE CIVtt 2.1. CEDAR GROVE 3-WAY TOPSOIL MIX �W 2.2. STOCKPILED EXISTING TOPSOIL AMENDED BASED ON SOIL TEST REPORT r::) $TCr)SE&WVIL RECOMMENDATIONS TO A SANDY LOAM REPAIR AREAS DISTUftBY 2.3. APPROVED ALTERNATE IMPORTED TOPSOIL MIX CONSTRUCTIOEX J/ 3. ALL TOPSOIL TO BE AMENDED WITH 4" OF COMPOST. CONDITIONS OR BETTEBGFTTYP. ` 4. FOR AREAS WITHIN 5' OF A TREE, PLACE TOPSOIL TO COORDINAT43-3AATH A 24" DEPTH. PROPERTY OWNER. 5. FOR OTHER LANDSCAPE AREAS, PLACE TOPSOIL TO / AN 8" DEPTH.-1 AN U00 y Know what's b@IOW. Call before you dig. G: 31. , Civil Engineers \C, R.SMK/A -V/1 m PM / SWCIu2l Engineers — Lend�ekciilecu C—niyalenners Lenesen-ey. 2 M ~ � Neighbors V ti TACOMA • S EATTL E sC EXP.03 G�\ yry� \2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 1 2 3 NO. Quo o' / G So. PLANT SCHEDULE GROUND LEVEL TREES CODE BOTANICAL NAME COMMON NAME SIZE QTY AC2 ACER CIRCINATUM VINE MAPLE 6' HT, MULTI TRUNK 8 KIP KOELREUTERIA PANICULATA GOLDEN RAIN TREE 2" CAL 6 LR LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' TM ROUND -LOBED SWEET GUM 2" CAL 11 SD SORBUS AMERICANA'DWARFCROWN' TM RED CASCADE MOUNTAIN ASH 2" CAL 6 TG THUJA PLICATA GREEN GIANT WESTERN RED CEDAR 6' HT 10 SHRUBS CODE BOTANICAL NAME COMMON NAME CONT QTY e CP CALLICARPA BODINIERI 'PROFUSION' PROFUSION BEAUTYBERRY 5 GAL 16 0 FJ FATSIA JAPONICA JAPANESE FATSIA 5 GAL 10 0 HW HYDRANGEA QUERCIFOLIA PEE WEE' PEE WEE OAKLEAF HYDRANGEA 2 GAL 18 0 KJ KERRIA JAPONICA JAPANESE KERRIA 5 GAL 20 Q LS LAVANDULA STOECHAS SILVER ANOUK' SPANISH LAVENDER 2 GAL 16 Q PA PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 2 GAL 6 0 SR SARCOCOCCA RUSCIFOLIA FRAGRANT SARCOCOCCA 3 GAL 15 ® SIB SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL 63 GROUND COVERS CODE BOTANICAL NAME COMMON NAME CONT SPACING QTY GROUNDCOVER MIX 3,211 SF AV ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE VANCOUVER JADE KINNIKINNICK 1 GAL 50% @ 24" o.c. 418 FL FRAGARIA CHILOENSIS 'LIPSTICK' BEACH STRAWBERRY 1 GAL 50% @ 24" o.c. 418 ; CC CEANOTHUS X 'CENTENNIAL' CENTENNIAL WILD LILAC 2 GAL 36" o.c. 48 LIK 1►+'1 H H T Q J 00 LO N DT DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 24" o.c. 197 (D O O GB GERANIUM MACRORRHIZUM BIGROOT GERANIUM 1 GAL 18" o.c. 12 T HX HELLEBORUS X BALLARDIAE 'HGC MERLIN TM HGC MERLIN LENTEN ROSE 1 GAL 18" o.c. 164 LB LIRIOPE MUSCARI BIG BLUE' C! LP2 LONICERA PILEATA HELDI CITY ( \ CONTROL P( LAWN CODE BOTANICAL NAME \ I W W LS2 COUNTRY GREEN t\ CODE CALCULATIONS BIG BLUE LILYTURF 1 GAL 18" o.c. 330 PRIVET HONEYSUCKLE 2 GAL 24" o.c. 148 COMMON NAME CONT SPACING QTY PERFECT BLEND TURF MIX SOD 1,383 SF RENTON MUNICIPAL CODE REGULATION TREES TO BE REMOVED REQUIRED REPLACEMENT PROVIDED REPLACEMENT NO REPLACEMENT REQUIRED 1 SIGNIFICANT TREE TO ARBORIST REPORT (BARTLETT URBAN FORESTRY REPLACEMENT PROVIDED TREE REMOVAL (4-4-130 C. 9) FOR UP TO (6) SIGNIFICANT TREES SERVICES, JULY 1, 2020) INDICATES SIGNIFICANT TREE IN LOTS 20,001 SF OR GREATER. BE REMOVED. TO BE REMOVED. PER RMC 4-4-130 H.1.e.i. TREE RETENTION (4-4-130 10% MIN OF SIGNIFICANT TREES 4 LANDMARK TREES TO ARBORIST REPORT (BARTLETT URBAN FORESTRY REPLACEMENT PROVIDED H.1.(a)(iii)) SHALL BE RETAINED IN BE REMOVED. SERVICES, JULY 1, 2020) INDICATES LANDMARK TREES PER RMC 4-4-130 H.1.e.i. COMMERCIAL ZONE TO BE REMOVED. (17) 2" CAL. TREES + (10) 6' WHEN REQUIRED TREES CANNOT HT CONIFERS (ASSUMING BE RETAINED, REPLACEMENT 1.5" CAL) + (8) 6' HT TREE REPLACEMENT (4-4-130 TREES MUST BE 2" CAL MIN OR 6' 6 TREES TO BE 5 SIGNIFICANT TREES REMOVED X 12 REPLACEMENT MULTI -STEMMED TREES H.1.e.L) HT CONIFER AT RATE OF 12 CAL REMOVED CAL. INCHES PER TREE = 60 CAL. INCHES (ASSUMING 1.5" CAL) + ((6) IN. FOR EACH REMOVED. UP TO 2" CAL. STREET TREES X 50% OF REQUIRED TREES MAY 50% REQUIRED TREE CONTRIBUTE TO REPLACEMENT. COUNT LIMIT) = 67 CAL. INCHES / C/\IJ I IIVV I RCCO 0 5/8" CRUSHED ROCK MAINTENANCE STRIP GRAPHIC SCALE 0 10 20 40 FEET GRASSCRETE PAVING, SEE CIVIL 1" = 20 FEET PERMIT REVISION E.H. 3 18 22 SURVEYED: SCALE: / / T.L. VERTICAL: NAVD 1988 PERMIT REVISION E.H. 4/25/22 DESIGNED: PER SHEET HORIZONTAL: NAD 1983/1991 PERMIT REVISION E.H. 5/12/22 M.S. DRAWN: E.H. ONE INCH DATUM CHECKED: AT FULL SCALE C.T. IF NOT ONE INCH REVISION BY DATE APPR ��PROVED: SCALE ACCORDINGLY 1 CITY OF RENTON Plonning/Building/Public Works Dept. R-420031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING 0 AMarglanroth 0511, 2022 WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT PLANTING PLAN AT GRADE DATE: 03/18/2022 FIELDBOOK: PAGE: DRAWNG NO: L2.0 SHEET: 40 OF:46 CD 0 w U) z CW G a Q W V J rr W lv' / 1"=10' PLANT SCHEDULE LEVEL 2 b. b. J J J J J J J J J J J J J J J J J J J J J J J J J J J 0 Know what's b@IOW. Call before you dig. Or� 10011 11 IN 41 IVEAS COMMON rm ♦�♦� .11 ♦♦♦fir♦ ■11M ■ � � � CODE BOTANICAL NAME COMMONNAME SIZE QTY CK2 CORNUS KOUSA KOUSA DOGWOOD 1.5" CAL 3 CODE BOTANICAL NAME COMMONNAME CONT SPACING QTY COLUMBIA GREEN SUN/SHADE SEDUM MIX 896 SF CK3 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 1 GAL 24" o.c. 23 CC CEANOTHUS X 'CENTENNIAL' LS3 LAVANDULA STOECHAS 'SILVER ANOUK' LS4 LEUCANTHEMUM X SUPERBUM LB LIRIOPE MUSCARI BIG BLUE' LP2 LONICERA PILEATA VD VIBURNUM DAVIDII CENTENNIAL WILD LILAC SILVER ANOUK SPANISH LAVENDER SHASTA DAISY BIG BLUE LILYTURF PRIVET HONEYSUCKLE DAVID VIBURNUM 2 GAL 36" o.c. 11 2 GAL 36" o.c. 6 1 GAL 24" o.c. 3 1 GAL 18" o.c. 42 2 GAL 24" o.c. 31 1 GAL 24" o.c. 19 /O rM R 3 J �/' V 1 M ~ O`t' V ti 10�� Oti sC EXP.03 \G�\ yry� q p cm:p R _h� ■1SWctu2lErgineers m — TACOMA • S EATTL E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CiWI EngineersAT �end�ee�litecu C—nifyPi— Lend&-ya Neighbors 253.383.2422 TEL 206.267.2425 TEL 1 2 3 N 0. RAISED PLANTERS, SEE MATERIAL PLAN L1.1 GREEN ROOF EDGING �I ■■■ `. '�� 1•.1��.1•1i? Mill F■■■ • - - R = IIIIII im �� ■ �•► vL% 1" = 10' PLANT SCHEDULE LEVEL 6 CODE BOTANICAL NAME CA CORYLUS AVELLANA'CONTORTA' >VERS CODE BOTANICAL NAME COLUMBIA GREEN SUN/SHADE SEDUM MIX COMMONNAME CONTORTED FILBERT COMMONNAME COLUMBIA GREEN SUN/SHADE SEDUM MIX L0 T ^ 'T L J O O T MATERIALS LEGEND N U SANDBOX PLAY AREA, 152 SF SYNTHETIC K9 TURF, 310 SF NOTES 1. SEE SHEET L0.1 FOR TREE RETENTION PLAN 2. SEE SHEETS L1.0 - 1-1.3 FOR MATERIALS PLANS AND DETAILS 3. SEE SHEETS L3.0 - L.3.2 FOR IRRIGATION SOIL NOTES 1. SEE PLANTING DETAILS FOR SOIL DEPTHS. 2. TOPSOIL TO BE PLANTER'S MIX FROM CEDAR GROVE OR APPROVED ALTERNATE WITH SIMILAR SATURATED WEIGHT AND ORGANIC CONTENT. SIZE QTY 4' HT 4 CONT SPACING QTY 901 SF CK3 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 1 GAL 24" o.c. 35 CC CEANOTHUS X 'CENTENNIAL' CENTENNIAL WILD LILAC 2 GAL 36" o.c. 9 GRAPHIC SCALE 0 5 10 20 FEET 1" = 10 FEET LS3 LAVANDULA STOECHAS 'SILVER ANOUK' SILVER ANOUK SPANISH LAVENDER 2 GAL 36" o.c. 10 FOR REFERENCE ONLY - LB LIRIOPE MUSCARI BIG BLUE' BIG BLUE LILYTURF 1 GAL 18" o.c. 22 UNDER SEPARATE PERMIT LP2 LONICERA PILEATA PRIVET HONEYSUCKLE 2 GAL 24" o.c. 26 R-420032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANIM4 AMargamoth 06117r2 PERMIT REVISION E.H. 3/18/22 SURVEYED: T.L. PERMIT REVISION E.H. 4/25/22 DESIGNED: PERMIT REVISION E.H. 5/12/22 M.S. DRAWN: E.H. CHECKED: REVISION BY DATE APPR C.T. �-APPROVED-- SCALE: VERTICAL: D191988 PER SHEETHORIZONTAL: CITY OF RENTON ONE INCH AT FULL SCALE Plonning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT PLANTING PLAN LEVELS 2 AND 6 DATE: 03/18/2022 FIELDBOOK: PAGE: DRAWNG NO: L2.1 SHEET: 41 OF: 1�4 H H H H 0 0 N It I O w U) z Cw G rr a Q w w Q NOTES: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 2. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION. ROOTBALL 2 L2.2 3" MULCH. NO MULCH AGAINST TRUNKf 3"-4" HIGH WATERING RING ` SCARIFY SIDES OF PLANTING PIT BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW =III. .III=III=III=I ROOTBALL TO REDUCE SETTLING. 3X ROOTBALL CONIFE�RT REE PLANTING W/ STAKE 3/8" = V-0" AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER. APPROVED TREE TIE MATERIAL SET LOOSE 'i TO ALLOW FOR TRUNK GROWTH 1I�/�ILi_ DRIVE STAKES AT ROOTBALL EDGE NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. SPACING X .86 FOR 0 TRIANGULAR PATTERN 12" MIN FROM CURB 0 SPACING AS SPECIFIED Itiq v to-do 3" OF MULCH. o ��40- il� I NO MULCH AGAINST �\ THE BASE OF THE PLANT oQ. BACKFILL WITH EXCAVATED SOIL. _ 'oo•.'oo•.'. /\// —III // // WATER THOROUGHLY. 711 I —I III III-1 ° °o°..°o°..° I I—III—� �_ —III_ III_ 2X ROOTBALL GROUNDCOVER PLANTING N DRIVE STAKES 6"-12" INTO UNDISTURBED SOIL BELOW ROOTBALL NOTES: 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. 2. REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. 3. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE PRIOR TO PLANTING. 4. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. ROOTBALL TRUNK FLARE BOTTOM OF TRUNK FLARE. LOCATE BOTTOM OF TRUNK FLARE 1" MIN ABOVE ADJACENT FINISH GRADE. MULCH LAYER, HOLD OFF FROM TREE TRUNK FINISH GRADE \ i REMOVE WIRE BASKET (NO EXCEPTIONS) AND ANY OTHER SYNTHETIC MATERIAL FROM ROOTBALL. CUT BACK AND REMOVE BURLAP FROM TOP AND SIDE OF ROOTBALL. SET BALL ON COMPACTED SOIL MOUND TO PREVENT SETTLING. L P-2-GRA-71 1 " = 1 '-0" P-2-GRA-01 da�QO pt° ap oa /C;l � Qua Po o� Pad a QaQo 3" MULCH. NO MULCH AGAINST THE BASE OF THE PLANT BACKFILL WITH EXCAVATED SOIL REMOVE BURLAP FROM TOP AND SIDES OF ROOT BALL DOWN INTO GROUND. SET TOP OF BALL FLUSH WITH FINISH GRADE. SHRUB PLANTING SIDES OF PLANTING PIT LOOSEN / PULL OUT ROOT: FROM CONTAINER GROWN PLANTS NOTE: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S EXPENSE. Qg AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. ROOTBALL It 2 V L2.2 �I 3" MULCH. NO MULCH AGAINST TRUNK 3"-4" HIGH WATERING RING 10L1:11W01191awe] 0»_10411I►[e2UII BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE SETTLING. DECIDUOUS TREE PLANTING 1 /2" = V-0" P-2-GRA-66 NTS P-2-GRA-02 'in `NI EXPOSED ROOT FLARE. VITH FLARE SLIGHTLY 301L EIGHT PLANTING SOIL MIX REST ROOTBALL ON LIGHTLY COMPACTED SANDY LOAM SOIL BASE TO PREVENT SETTLING 1/2 TO 1" DIA. WASHED DRAIN ROCK GEOTEXTILE FILTER FABRIC DRAIN, 1" DIA. MIN. ADD SLOW -RELEASE FERTILIZER TABLETS WHEN HALFWAY THROUGH BACKFILLING AND THOROUGHLY WATER IN PLANTS AFTER PLANTING. SHRUBS IN PLANTERS 1 1 /2" = V-0" P-2-GRA-04 3/8" = V-0" �D STAKE TREE WITH TWO 2"X2"X8' STAKES SPREAD ACROSS FROM EACH OTHER APPROVED TREE TIE MATERIAL SET LOOSE TO ALLOW FOR TRUNK GROWTH DRIVE STAKES AT ROOTBALL EDGE V~DRIVE STAKES 6"-12" INTO 3X ROOTBALL UNDISTURBED SOIL BELOW ROOTBALL P-2-GRA-70 NOTE: 1. REFER TO SPECS FOR ADD'L INFORMATION. 2. REFER TO LANDSCAPE PLANS FOR GREEN ROOF LOCATIONS AND DIMENSIONS. VUr SUIL MIX, ,IFICATION DOWN SING ANTER rE CURB, )CK E LAYER PARKING DECK, SEE STRUCTURAL TREE PLANTING IN GREEN ROOF PLANTER 3/4" = V-0" P-2-GRA-20 R-420033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING AMoll aniotl, 05'1 1.2022 = - O r .. ., J N� Civil Engineers \G R. Sk/p �' 1 PERMIT REVISION E.H. 3 18 22 SURVEYED: SCALE: 0 �P V / / MOR ONAL�NADD119W DATE: 983/1991 CITY OF WATERSHED APARTMENTS / / O V Slr t� 1Eagieeers T.L. 2 PERMIT REVISION E.H. 4/25/22 PER SHEET 03 18 2022 � � La�tlsr�pearemle�ls DESIGNED: � I FIELDBOOK: ° ommaryPa°°e 3 PERMIT REVISION E.H. 5/12/22 M S CIVIL CONSTRUCTION PERMIT a RENTON PAGE: Lantl Surveyors DRAWN: E.H. DRAWING NO: �� Nelgtltlo,� ONE INCH DATUM �O ry`L © CHECKED. AT F A 5 tc, o FULL SC LE Plonnin Buildin Public Works Dept. L2.2 Know what's below. 7FXP.0313 ,� �ti TA C O M A S E AT T L E C.T. 9/ g/ P PLANTING DETAILS IF NOT ONE INCH sC G� ti� 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:4 G Call before you dig. P E A R ph\ 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL A 2 T Q J 1� H H U) I— Z 5W L rr a n Q n w U) rr w Q T L=340. ' �1 EXISTING BUILDING \ +++� ++ J I �1 EXISTING BUILDING / ' ITREE GRATE, TjYP / I I� N. LINE VACATED SO. 7TH STREET P.S.P.L EASEMENT REC. NO. 7802060578 0 y 0 a Know what's b@IOW. Call before you dig. FIRE HYDRANT, SEE -w PARC "'TEMPOR PROVIDE wO RY CITY OF IIRl`� SIDEWALK. TRAFFItOS ( L5EW l AND STREETPUtarING EASEMENT. REC. NO. 8710221355ATIL FSTARI ISHED O TX4, C9 4 c I \ 3 I FOUND 0.5`' "HARSTAD" LS# 731 I I N AT C NER ii I IN 3 I IRRIGATION SCHEDULE 3 �Ll/LX- I I SYMBOL DESCRIPTION ■ 1n E CREFi ,I I 3I II SHRUB DRIPLINE 0.6 GPH 18" O.C. 2.3 L/H 0,46M U-)Lr TREE BUBBLERS RWS O /11L//11//111/ r 16.94 12 3/4" I I 3f — +++++++++++++++++++++++++ TURF ROTATOR (HUNTER) V +++++++++++++++++++++++++ 3 I I ■ / I I 1 / SYMBOL MANUFACTURER/MODEL ;17d 6.65 13 I31 I MAIN, SEE CIVIL � 1" I i i o- I I 1 Is DRCV SYMBOL MANUFACTURER/MODEL/DESCRIPTION YP., SEE ARCH. 4 �' RCV 11I F I? RAIN BIRD PEB. 1" PLASTIC INDUSTRIAL VALVES. LOW I■ ■ ■ I I I I I FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. QCV I I I I RAIN BIRD 33-DLRC. 3/4" BRASS QUICK -COUPLING VALVE, p' 10 3 I 0 WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, d I I I LOCKING �I THERMOPLASTIC RUBBER COVER, DOUBLE N 3 I TRACK KEY LUG, AND 2-PIECE BODY. III II � O IV p IRRIGATION POINT OF CONNECTION. I I I I BRASS BALL VALVE SAME SIZE AS PIPE i SEE CIVIL FOR METER. I _l3l I I r T EE 6R�JEJ 3P. ZH SWV N , I I BRASS STOP WASTE VALVE SAME SIZE AS PIPE I IIFT I I MV1" J RAIN BIRD EFB-CP, 1" BRASS MASTER VALVE, THAT IS 5.63 2 I 3 I CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER PROVID COMPATIBLE. 4" 1 TEMPORA W ) / '^ IRRIGATIONI / / BF FEBCO 850U 1" vJ ORI ALL NE�NI DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END 2 PLANTING J . BALL VALVE, 1/2" TO 2". UN IL r S*gLIQ),I �/ nr1 BF2 FEBCO 850U 3/4" DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END co 1 I I I 3 I BALL VALVE, 1/2" TO 2". L0 SING BF3 FEBCO 850U 3/4" N I 1 \ DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END O BALL VALVE, 1/2" TO 2". p p I ` WEATHERMATIC PL1620 r1 PROLINE 20-ZONE MODEL CONTROLLER, NON N / / © EXPANDABLE, MANUAL TEST SETTING, ON -BOARD ��r / / MULTI -METER, RUNOFF ELIMINATOR, REAL TIME / CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY I 8.43 3 / / WITH DAYLIGHT SAVINGS TIME. WEATHERMATIC PL800 (2) PROLINE 4-ZONE BASE MODEL CONTROLLER, MANUAL C C2 TEST SETTING, ON -BOARD MULTI -METER, RUNOFF / ELIMINATOR, REAL TIME CLOCK/CALENDAR & TILI LE, SEE <\ NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT 3.01 4 / CIVIC SAVINGS TIME. //// 1 / WEATHERMATIC PL800 (2) CITY OF RE PROLINE 4-ZONE BASE MODEL CONTROLLER, MANUAL \CONTROL POINT ( C6 TEST SETTING, ON -BOARD MULTI -METER, RUNOFF ELIMINATOR, REAL TIME CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT SAVINGS TIME. ,t' \ WEATHERMATIC SLW5 WIRELESS WEATHER SENSOR FOR ET BASED WATERING, 90OMHZ - 1500' LINE OF SITE RANGE WATER METER 1" NEW WATER METER- SEE CIVIL XX A< POINT OF CONNECTION 3/4" .140 / /XX COURTYARD LEVEL 2 G POINT OF CONNECTION 3/4" 6TH FLOOR ROOF GARDEN G � j Ay �/ IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC SCHEDULE 40 C> 4 cj / ' j / PIPE SLEEVE: PVC SCHEDULE 40 CUP Valve Callout Valve Number R-420034 / / # # ! Valve Flow G: 31. / / i( G Valve Size IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING /G GRAPHIC SCALE / / / / ✓ j 0 10 20 40 FEET AMarganfoth 0511 7t €11722 / / G 1" = 20 FEET /Q / PSG R.SkbtA % tic G� 2 M ~ OS V ti 7 IO�� Oti sC EXP.03 \G�\ yry� q P C A R �1 — TACOMA • S EATTL E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 CIWI Engineers Sbuctu2lErgineers C—nifyPie— Lend&-y. Neighbors 253.383.2422 TEL 206.267.2425 TEL 1 PERMIT REVISION 2 PERMIT REVISION 3 PERMIT REVISION NO. REVISION E.H. 3/1 8/22 SURVEYED: T.L. E.H. 4/25/22 DESIGNED: M.S. E.H. 5/12/22 DRAWN: E.H. CHECKED: C.T. BY DATE APPR APPROVED: SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM I CITY OF RENTON Plonning/Building/Public Works Dept. WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT IRRIGATION PLAN DATE: 03/18/2022 FIELDBOOK: PAGE: L3.0 SHEET: 43 OF:46 0 0 CV i O W U) Z LU 75 rr a n a 0 w c/) rr w a COURTYARD - LEVEL 2 1"=10' NOTE: CRITICAL ANALYSIS 1. COORDINATE WITH PLUMBER AND ROOFER FOR WATER SUPPLY THROUGH Generated: ROOF 2. INSTALL ALL COMPONENTS INSIDE P.O.C. NUMBER: 02 BENCH Water Source Information 3. INSTALL HEAT TAPE ON COPPER AND BRASS PIPE INSIDE BENCH FLOW AVAILABLE Point of Connection Size: 0 Flow Available: PRESSURE AVAILABLE Static Pressure at POC: 2021-09-28 16:58 COURTYARD LEVEL 2 3/4" 12.06 gpm 62.00 PSI Pressure Available: 62.00 psi DESIGN ANALYSIS Maximum Station Flow: 2.95 gpm Flow Available at POC: 12.06 qpm Residual Flow Available: 9.11 gpm Critical Station: 15 Design Pressure: 40.00 psi Friction Loss: 0.04 psi Fittings Loss: 0.00 psi Elevation Loss: 0.00 psi Loss through Valve: 1.34 psi Pressure Req. at Critical Station: 41.39 psi Loss for Fittings: 0.01 psi Loss for Main Line: 0.06 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 5.50 psi Critical Station Pressure at POC: 46.96 psi Pressure Available: 62.00 psi Residual Pressure Available: 15.04 psi LEVEL 2 - BENCH IRRIGATION POC 1/4" = 1'-0" - 19 T 1 II )c 6 1" 42'-11 " PLANTER ON PEDESTAL 5 PAVERS 3.0 LEVEL 6 - IRRIGATION POC / 4 4 ROOF DECK GREEN SPACE -LEVEL 6 1"=10' NOTE: 1. COORDINATE WITH PLUMBER AND ROOFER FOR WATER SUPPLY THROUGH ROOF 0 2. INSTALL ALL COMPONENTS INSIDE BBQ CABINETS 3. INSTALL HEAT TAPE ON COPPER AND BRASS PIPE INSIDE CABINET CRITICAL ANALYSIS Generated: 2021-09-28 17:13 _ P.O.C. NUMBER: 03 Water Source Information: 6TH FLOOR ROOF GARDEN FLOW AVAILABLE Point of Connection Size: 3/4" Flow Available: 10.20 gpm - PRESSURE AVAILABLE Static Pressure at POC: 42.00 PSI Pressure Available: 42.00 psi DESIGN ANALYSIS Maximum Station Flow: 3.19 gpm Flow Available at POC: 10.20 gpm Residual Flow Available: 7.02 gpm Critical Station: 19 Pressure Req. at Critical Station: 27.31 psi Loss for Fittings: 0.01 psi Loss for Main Line: 0.13 psi Loss for POC to Valve Elevation: 0.00 psi Loss for Backflow: 5.77 psi Critical Station Pressure at POC: 33.22 psi Pressure Available: 42.00 psi Residual Pressure Available: 8.78 psi LEVEL 6 - IRRIGATION POC 1/4" = 1'-0" 63'-8 1/4" .,- BLDG, SEE ARCH. 1 " = V-0" 20'-9 1/4" KEEP CONTAINERS LEVEL WITH ADJACENT BLDG HOLD SOIL 2" BELOW TOP OF PLANTER GEOTEXTILE FILTER FABRIC PLANTER, SEE SPECS 1/2" IRRIGATION POLY FLEX PIPE FOR REFERENCE ONLY - UNDER SEPARATE PERMIT R-420035 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING , , AMor nrioth 0511 T,2022 _ �. O r R. S J y/,1/ ■ CiWlEngin- SURVEYED: SCALE: �o /f 1 PERMIT REVISION E.H. 3 18 22 O G�P` % 1 SW,1--Engineers / / T.L. HoR ONALLNADD19183/1991 WATERSHED APARTMENTS / / 2 PERMIT REVISION E.H. 4/25/22 PER SHEET CITY OF 03 18 2022 � �.ndxar�a�,rrecrs DESIGNED: � I �° ��nm.niryP�n 3 PERMIT REVISION E.H. 5/12/22 M.S. RENTON CIVIL CONSTRUCTION PERMIT FIELD900K: Q PAGE: L.nds�nreynrs DRAWN: �� 2� OtiM V ■ Negnao E. H. ONE INCH DRANnNG N0: CHECKED: DATU M Know what's below. �� , 'ExP.o31°�\�� \�� TA C O M A S E AT T L E C.T. AT FULL SCALE Plonning/Building/Public Works Dept. IRRIGATION PLAN LEVELS 2 AND 6 L3.1 IF NOT ONE INCH S �. Yti 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O. REVISION BY DATE A P P R SCALE ACCORDINGLY Call before you dig. eq P E A?, Oy\ 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL APPROVED: SHEET: 44 oF:46 L J ^ 'T L J T N I_ k M T a J T r 0- O O i O i w CD I- Z Cw G rr Q n Q w cn rr w Q 0 N I IXVIVI IVIL I LI\ INJ IV - I LIN V-VL DCVA BACKFLOW PREVENTER 1 1 /2" = V-0" MAIN LINE 00 0 00 0o FILTER FABRIC, WRAP UP ALL SIDES 2 CU. FT. WASHED ��n �o�°n ABOVE OPENINGS'oo0°OoO DRAIN ROCK 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAI NOTES: 1. USE VALVE BOX W EXTENSIONS. SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF 2. USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 3. KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 4. LEAVE EXTRA 30" CONTROL WIRE COILED INSIDE VALVE BOX 5. USE DBR WATERPROOF CONNECTORS REMO�ECONTROL VALVE v J 1 1 /2" = V-0" BRASS NIPPLE DCVA, SEE SPEC. BRASS GATE VALVE BLOW OUT QUICK COUPLER ON BRASS 'IT" AND BRASS NIPPLE GQ d' UOy 0 0 Know what's b@IOW. Call before you dig. Will o;lo. ff.olf.'Miii ism SCHEDULE 80 UNION I I SUPPORT MIN. 2" CLR BLOCKING ABOVE AND PIPE THROUGH ROOF BELOW SLAB, SEE ARCH. ALL BRASS OR TYPE K COPPER PIPE AND FITTINGS BEFORE THE DCVA AND QUICK COUPLER. BASS BALL VALVE, INTERIOR SHUT OFF NOTE: 1. USE TEFLON TAPE ON ALL THREADED FITTINGS. NO PIPE DOPE. 2. INSTALL DCVA UNDER A PAVER WHICH CAN BE EASILY REMOVED. DCVA UNDER ROOF PAVERS 1 1 /2" = V-0" 91 21 b - ALL BRASS PIPE AND FITTINGS FROM DCVA 2 CU. FT. WASHED DRAIN ROCK MASTER VALVE 1 1 /2" = V-0" UNION �C? MAIN LINE ) - 0o - - - u- nY�- ( o 0 FILTER FABRIC, WRAP UP ALL SIDES 2 CU. FT. WASHED � n �0 q0 98 �o ABOVE OPENINGS -,D_ o ( DRAIN ROCK 6X2X16 CONC. BLOCK, ONE PER CORNER (4 TOTAL) NOTES: 1. USE VALVE BOX W EXTENSIONS. SET 2" ABOVE GRADE IN SHRUBS, FLUSH IN TURF 2. USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 3. KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 4. LEAVE EXTRA 30" CONTROL WIRE COILED INSIDE VALVE BOX 5. USE DBR WATERPROOF CONNECTORS DRIP REMOTE CONTROL VALVE 1 1 /2" = V-0" /O Cj Civil Engineers R.sk�A"V^ St-bralEngineers A� Lantlscape Archltecls Community Planners Land Surveyors 'zo 10ors ory v ti loan Neighb 2 3�p5�� scq P TACO MA - S EATTLE tip\ 1200 Sixth Avenue, Suite ta 1620, Seattle, WA 98101 206.267.2425 TEL p EA ?- VALVE SCHEDULE GENERAL IRRIGATION NOTES 1. NO SUBSTITUTIONS OF EQUIPMENT OR DESIGN CHANGES SHALL BE PERMITTED UNLESS APPROVED BY THE OWNER. 2. IRRIGATION LINES AND VALVES MAY BE SHOWN IN HARD SURFACE AREAS OR OUTSIDE LANDSCAPE AREAS FOR GRAPHIC CLARITY. LOCATE ALL IRRIGATION LINES IN LANDSCAPE AREAS OR IN SLEEVES UNDER PAVEMENT. 3. IRRIGATION CONTRACTOR SHALL COORDINATE INSTALLATION OF IRRIGATION CONDUIT AND SLEEVES UNDER HARD SURFACES WITH RESPECTIVE CONTRACTORS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS, TESTS, AND INSPECTIONS REQUIRED FOR THE IRRIGATION SYSTEM. 5. CALL FOR LOCATES PRIOR TO DIGGING AT CONTRACTOR IS RESPONSIBLE TO VERIFY UTILITY LOCATIONS. IF UTILITIES ARE DAMAGED IN THE COURSE OF WORK, CONTRACTOR SHALL INFORM THE OWNER AND MAKE ANY REPAIRS REQUIRED, AT NO COST TO THE OWNER. 6. ALL SLEEVING SHALL BE MARKED, SEALED AND STAKED. ALL SLEEVES SHALL BE TWICE THE SIZE OF OF THE LINE OR COMBINED LINES. MINIMUM SLEEVE SIZE SHALL BE 4-INCHES IF LOCATED UNDER ROADWAY OR DRIVE AISLE. 7. COORDINATE SLEEVING LOCATIONS WITH ELECTRICAL CONDUIT. 8. SPLICE CONTROL WIRES WITHIN VALVE BOXES ONLY, USING 3M-DBY, OR APPROVED SPLICE KITS, AND PROVIDE A 30" EXPANSION LOOP FOR ALL CONTROL WIRES WITHIN EACH VALVE BOX. KEEP WIRE SPLICES TO A MINIMUM. PROVIDE CLEAN WIRE CUTS WITH NEW SPLICE KITS AT ALL SPLICES INCLUDING ANY SPLICE THAT IS DISCONNECTED AND RECONNECTED FOR ANY REASON OR PERIOD OF TIME. 9. VALVE BOXES SHALL BE COMMERCIAL -GRADE POLYETHYLENE OR HDPE AND SUITABLE FOR LIGHT DUTY APPLICATIONS. 10. INSTALLER TO ADJUST ALL ZONE CONTROL VALVES TO THE CORRECT OPERATING PRESSURE. SEE VALVE SCHEDULE FOR OPERATING PSI. 11. CONTRACTOR SHALL HAND TRENCH IRRIGATION DITCHES WHEN WITHIN 20 FEET, OR WITHIN A DELINEATED ROOT PROTECTION ZONE, OF EXISTING TREES TO REMAIN. AVOID CUTTING ANY ROOTS OVER 3" - 4" IN DIAMETER WITHIN THE ROOT PROTECTION ZONE. 12. INSTALLER SHALL BE RESPONSIBLE FOR KEEPING EXACT ACCURATE NOTES AND "AS-BUILTSII FOR THE CREATION OF THE "RECORD DRAWINGS" OF THE INSTALLED SYSTEM. 13. CONTRACTOR SHALL PROVIDE IRRIGATION MAINTENANCE THROUGH THE PLANT ESTABLISHMENT PERIOD INCLUDING WINTERIZATION(S) AND SPRING START-UP(S). CRITICAL ANALYSIS Generated: 2022-04-21 08:11 P.O.C. NUMBER: 01 Water Source Information: NEW WATER METER- SEE CIVIL FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM WVX*01:1CF-I _11!_11.1no Static Pressure at POC: 72.00 PSI Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 70.00 psi DESIGN ANALYSIS Maximum Station Flow: 13.84 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 23.66 GPM Critical Station: 6 Design Pressure: 25 PSI Friction Loss: 2.33 PSI Fittings Loss: 0.23 PSI Elevation Loss: 0 PSI Loss through Valve: 11.68 PSI Pressure Req. at Critical Station: 39.26 PSI Loss for Fittings: 0.53 PSI Loss for Main Line: 5.35 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 6.95 PSI Loss for Master Valve: 1.08 PSI Loss for Water Meter: 1.08 PSI Critical Station Pressure at POC: 54.25 PSI Pressure Available: 70 PSI Residual Pressure Available: 15.75 PSI NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP 1 DRCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 1.64 26.71 32.14 0.69 in/h 2 DRCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 5.63 30.44 37.05 0.69 in/h 3 RCV 1" TREE BUBBLERS RWS 8.43 33.22 43.44 0.9 in/h 4 DRCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 3.01 27.38 33.36 0.69 in/h 5 RCV 1" TREE BUBBLERS RWS 1.60 31.41 36.92 1 in/h 6 DRCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 13.84 39.24 54.25 0.69 in/h 7 RCV 1" TURF ROTATOR (HUNTER) 7.05 42.84 51.04 0.45 in/h 8 RCV 1" TREE BUBBLERS RWS 2.24 31.58 37.17 1 in/h 9 RCV 1" TURF ROTATOR (HUNTER) 0.83 41.22 46.65 0.45 in/h 10 RCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 0.88 26.24 31.67 0.69 in/h 11 DRCV 1" SHRUB DRIPLINE 0.6 GPH @ 18" O.C. (2.3 L/H @ 0,46M) 5.20 30.2 36.5 0.69 in/h 12 RCV 1" TREE BUBBLERS RWS 6.94 33.57 40.39 1 in/h 13 DRCV 1" TREE BUBBLERS RWS 6.65 36.68 43.29 0.85 in/h 14 DRCV 1" 0.00 1 6.5 Unknown 15 DRCV 1" 0.00 1 6.5 Unknown 16 DRCV 1" 0.00 1 6.5 Unknown 17 RCV 1" 0.00 0.8 6.3 Unknown 19 DRCV 1" 0.00 1 6.5 Unknown 20 DRCV 1" 0.00 1 6.5 Unknown 1 PERMIT REVISION E.H. 3/18/22 SURVEYED: T.L. SCALE: PER SHEET 2 PERMIT REVISION E.H. 4/25/22 DESIGNED: M.S. 3 PERMIT REVISION E.H. 5/12/22 DRAWN: E.H. ONE INCH CHECKED: C.T. AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DAT E A P P R SCALE ACCORDINGLY APPROVED: VERTICA:19 NOR ON ALL NAD D1983//11991 DATU M GROUND LEVEL POINT OF CONNECTION NOTES 1. CONTRACTOR SHALL VERIFY EXISTING STATIC PRESSURE AT THE METER AND SUBMIT WRITTEN VERIFICATION TO THE LANDSCAPE ARCHITECT. NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES GREATER THAN 5 POUNDS OF DESIGN PRIOR TO INSTALLATION OF ANY IRRIGATION EQUIPMENT. 2. POC NUMBER 01: 1" NEW DEDICATED METER. 2.1. THE SYSTEM DESIGN IS BASED ON OPERATING 1 ZONE AT A TIME USING A NEW IRRIGATION METER ON A 1" SCH. 40 PVC SUPPLY LINE. CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION. 3. COORDINATE METER SCOPE OF WORK WITH ALL APPLICABLE TRADES. INSTALL METER PER KING COUNTY WATER DISTRICT 90 STANDARDS. 4. IRRIGATION CONTRACTOR SHALL TIE INTO METER AND RUN PIPE TO BACKFLOW PREVENTER. INSTALL BACKFLOW PREVENTER ON PRIVATE PROPERTY AS CLOSE TO THE METER AS POSSIBLE. 5. NOTIFY THE OWNER IMMEDIATELY IF THE POINT OF CONNECTION ASSUMPTIONS MADE HERE DO NOT MATCH FIELD CONDITIONS. 6. CONTRACTOR SHALL APPLY AND PAY FOR ALL REQUIRED PERMITS, INCLUDING A SEPARATE BACKFLOW PREVENTER (DCVA) PERMIT 7. CONTRACTOR TO PROVIDE DCVA TESTING ROOFTOP IRRIGATION NOTES 1. SEE APPLICABLE GENERAL IRRIGATION NOTES. 2. IRRIGATION CONTRACTOR SHALL COMPLY WITH APPLICABLE BUILDING AND PLUMBING CODES FOR IRRIGATION PIPING AND EQUIPMENT INSIDE AND ON TOP OF STRUCTURES. COORDINATE WITH APPLICABLE TRADES PRIOR TO BIDDING. 3. PROVIDE SHOP DRAWING(S) OF INTERIOR IRRIGATION EQUIPMENT SHOWING CONFIGURATION AND COORDINATION WITH OTHER PROPOSED EQUIPMENT. 4. TO THE EXTENT POSSIBLE, IRRIGATION PIPING SHALL BE CONCEALED IN OCCUPIED SPACES. PVC PIPE SHALL BE COVERED OR WRAPPED AND SHALL NOT BE EXPOSED TO SUN. STUB -UPS AND STUB -OUTS SHALL BE CONCEALED BY PEDESTAL PAVERS OR PLANTERS. 5. HEADS MUST BE VERTICAL AND SECURE. PROVIDE HEADS ON EL IF REQUIRED TO PREVENT LATERAL LINE FROM TWISTING. 6. PROVIDE LAMINATED PLAN IN CONTROLLER BOX SHOWING EQUIPMENT LOCATIONS UNDER PEDESTAL PAVERS. PLAN SHALL CLEARLY INDICATE WHICH PAVER IS TO BE REMOVED FOR ACCESS. 7. VALVES, BACKFLOW PREVENTERS AND PIPING SHALL BE PLACED UNDER PEDESTAL PAVERS ONLY WHERE AT LEAST 2" CLEARANCE IS AVAILABLE. WHERE NO LOCATION PERMITS, PLACE VALVES AND BACKFLOW PREVENTERS IN VALVE BOXES IN BEDS OR WALL MOUNT WHERE NOT VISIBLE TO USERS IN ACCESSIBLE SPACE. GET APPROVAL OF LOCATION FROM LANDSCAPE ARCHITECT BEFORE INSTALLING. DRIP IRRIGATION NOTES 1. SEE APPLICABLE GENERAL IRRIGATION NOTES. 2. DO NOT EXCEED MAXIMUM VERTICAL DISTANCE BETWEEN PRESSURE CONTROL VALVES RECOMMENDED BY MANUFACTURER. 3. DRIP LINE HATCH DIRECTION AND SPACING ON PLANS IS DIAGRAMMATIC. PLACE PER DETAILS, LEGEND, AND MANUFACTURER'S RECOMMENDATIONS. 29. IRRIGATION CONTRACTOR SHALL INSTALL PROVISIONS FOR WINTERIZATION BY PROVIDING BOTH MANUAL DRAINS AT ALL LOW POINTS (AUTOMATIC DRAIN VALVES ARE NOT PERMITTED) AND A MEANS TO BLOW OUT IRRIGATIONS SYSTEM PIPES WITH PRESSURIZED AIR. SLOPE PIPE AT 1/21, MIN. TO DRAINS. PRESSURIZED AIR NOT TO EXCEED 20 PSI ON DRIP IRRIGATION LINES. 31. INSTALL AIR RELIEF VALVES PER MANUFACTURER'S RECOMMENDATIONS, IN CONTROL VALVE BOXES. 32. INSTALL DRIP LINES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NO DRIP TUBING SHALL BE LEFT EXPOSED. I CITY OF RENTON Plonning/Building/Public Works Dept. R-420036 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EMotRENTPLANNING ganroth 05+I7f2R22 01 WATERSHED APARTMENTS CIVIL CONSTRUCTION PERMIT IRRIGATION DETAILS DATE: 03/18/2022 FIELDBOOK: PAGE: L3.2 SHEET: 45 OF:46 Ln T T L0 O O T N LIJ 1►+'1 H H T N Q J z LULU G rr a n Q LU rr LU Q 2' X 4' WIDE SCORED CONCRETE PATTERN: BROOM FINISH BOLLARDS, SEE ARCH. 6' BACKLESS WOOD SLAT BENCH WITH INTERMEDIATE AND END ARM RESTS. PRODUCT: KNIGHT BENCH BY FORMS & SURFACES. I I i V I I% I I I_ IIVl_I Xi I L. A ENLARGEMENT: PROMENADE EXHIBIT BROOM FINISH. SEE CIVIL. � PLANT SCHEDULE PROMENADE NOTES LEGEND 1. SEE SHEET L0.1 FOR TREE RETENTION PLAN EXISTING TREES 2. SEE SHEETS L1.0 - L1.3 FOR MATERIALS. CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS 3. SEE SHEETS L2.0 - L2.2 FOR PLANTING. 5/8" 4. SEE SHEETS L4.0 - L.4.2 FOR IRRIGATION. MAINTENANCE CRUSHED ROCK MAINTENANCE STRIP GRAPHIC SCALE AC2 3 ACER CIRCINATUM VINE MAPLE 6 HT, MULTI TRUNK o s 16 32 FEET GRASSCRETE PAVING, SEE CIVIL LR 11 LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' TM ROUND -LOBED SWEET GUM 2" CAL 1/16" = 1 FOOT CODE QTY CP 9 • KJ 6 O LS 16 0 PA 6 ® SB 33 GROUND COVERS CODE QTY CC 48 DT 135 HX 79 J J J J J J J JJJJJJJ JJ LB 128 J J J J J J J J J J J J J J LP2 73 LAWN BOTANICAL NAME COMMON NAME CONT CALLICARPA BODINIERI 'PROFUSION' PROFUSION BEAUTYBERRY 5 GAL KERRIA JAPONICA JAPANESE KERRIA 5 GAL LAVANDULA STOECHAS SILVER ANOUK' SPANISH LAVENDER 2 GAL PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 2 GAL SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL BOTANICAL NAME COMMON NAME CONT CEANOTHUS X 'CENTENNIAL' DESCHAMPSIA CESPITOSA HELLEBORUS X BALLARDIAE 'HGC MERLIN TM LIRIOPE MUSCARI BIG BLUE LONICERA PILEATA CODE QTY BOTANICAL NAME LS2 1,252 SF COUNTRY GREEN REMARKS SPACING REMARKS CENTENNIAL WILD LILAC 2 GAL 36" 1 TUFTED HAIR GRASS 1 GAL 24" 1 HGC MERLIN LENTEN ROSE 1 GAL BIG BLUE LILYTURF 1 GAL PRIVET HONEYSUCKLE 2 GAL COMMON NAME CONT PERFECT BLEND TURF MIX SOD 18" 1 ✓LARKS WHC R-420037 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I URRENT PLANNING Morganroth 05/17/2022 o r .. , ,, tii CINI Engina- �� \G R. Sk/p �' 1 PERMIT REVISION E.H. 3 18 22 SURVEYED: SCALE: N / / HDR ONAL�NADD119W DATE: 983/1991 CITY OF WATERSHED APARTMENTS / / O Structural Engineers T.L. � 2 PERMIT REVISION E.H. 4/25/22 PER SHEET 03 18 2022 � � Lantlsr�Pear�mle�ls DESIGNED: � I FIELDBOOK: 3#/W Cotrun Planners 3 PERMIT REVISION E.H. 5/12/22 M•S ' CIVIL CONSTRUCTION PERMIT RENTON PAGE: Lantl SurveyorsDRAWN:E.H. DRAWING NO: �� ti� v Nelghbnrs ONE INCH DATUM �O rl,�' © CHECKED. AT F A 5\ �, o FULL SC LE Plonntn Butldtn Public Works Dept. L4.0 Know what's below. 7FXP.0313 ,� �ti TACOMA SEATTLE C.T. 9/ g/ P PROMENADE EXHIBIT IF NOT ONE INCH sC G� ti� 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:4 C Call before you dig. APE A?' phi 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 46 V T LO'T^^ 10 T N LW H H T N n