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Home My WebLink AboutzR-4200SetO 0 W Z W 75 Q n Q 0 W rr W Q w a Z 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. c 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 ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE BASIS OF BEARING 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 FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF PROJECT BASE POINT WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE LATITUDE: 47.479786605 CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND LONGITUDE:-122.213171369 AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL HEIGHT:-44.207 MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND PROJECT COMBINED SCALE: 0.9999940560 HEALTH ACT, CHAPTER 49.17 RCW. RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN rxSTpph,� 1, ASW PREPARED BASED ON SURVEY INFORMATION of PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY rf SURVEYOR WILL BE RESPONSIBLE FOR THE 46416 sv4 ACCURACY OF THE ACTUAL LOCATIONS IN THE ��CISTY ssIONAL FIELD. THOSE RELYING ON THIS RECORD E�� DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY O ill"I'l BEFORE APPLYING IT FOR ANY PURPOSE. ZONING / SITE AREA CENTER DOWNTOWN (CD) AND RESIDENTIAL WITH 14 DU/ACRE. SITE AREA: 58,236± SF 1 Oak - Civil Engineers 001 ASI-001 ShucNalEngineers e�s��A h11eLt 002 PROGRESSIVE CONSTRUCTION SET CommunlyFanners 003 UPDATES PER CONDITIONS OF APPROVAL O - � Neighborseyars GRADY ASLTREVISIONS 004 WAY ATER REVISIONS 005 T A C O M A • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. REVISION 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL r IL L 4th Sk j ` S Gth Sl S 7t1 1- VICINITY MAP SCALE: 1 "=500' SHEET NUMBER C1.00 ,. •'. C1.10 a SHEET 1 SHEET 2 p, SHEET 3 LAND' ° EDGE C2.00 J C3.00 ° C3.10 .•a C3.20 C4.00 w C4.10 GG C5.00 og C5.10 q� C5.20 15" M. STORM(GI) C5.30 . C5.40 Slo C6.00 48" C6.10 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 AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: SITE R% T S bt I-) art L .r� 4A rW L U © 2020 Microsoft Corporation © 2020 HEREry.,v 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 L0.0 LANDSCAPE COVER SHEET L0.1 TREE RETENTION PLAN L1.0 MATERIALS PLAN AT GRADE L1.1 MATERIALS PLAN LEVELS 2 AND 6 L1.2 MATERIALS DETAILS L1.3 MATERIALS DETAILS LEVELS 2 AND 6 L2.0 PLANTING PLAN AT GRADE L2.1 PLANTING PLAN LEVELS 2 AND 6 L2.2 PLANTING DETAILS L3.0 IRRIGATION PLAN L3.1 IRRIGATION PLAN LEVELS 2 AND 6 L3.2 IRRIGATION DETAILS L4.0 PROMENADE EXHIBIT CJ 9/27/22 DT SURVEYED: SCALE: T.L. HORIZONTAL NAD 1983/1991 CJ 12/5/22 DT DESIGNED, PER SHEET DT 1/27/23 DT J.N. DRAwN CW 12/26/23 TS . J.N. ONE INCH DATUM AA 03/26/24 TS CHECKED: AT FULL SCALE DT IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY 0 CITY OF RENTON Planning/Building/Public Works Dept. H H T Q J 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@STUD1019ARCHITECTS.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 R-420001 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET COVER SHEET CW G Q a 0 DATE: W 03/28/2023 = FIELDBOOK: PAGE: DRAWING NO: Uj C 1.00 SHEET: 1 OF. 48 `< I o N It O 0 w LEGAL DESCRIPTION LUA CONDITIONS OF APPROVAL TITLE PARCEL A (APN. 172305-9069): 1. THE APPLICANT SHALL COMPLY WITH THE FOLLOWING MITIGATION MEASURES ISSUED AS PART OF THE 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 DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED AUGUST 24, 2021. TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., RENTON, KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 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 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 ADDENDA. FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 AND 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.; 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). 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; 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 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 THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION STREET; PERMIT ISSUANCE. LO T LO C)WILLIAMS C) 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; 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 T N 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. U 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; Cn 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 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 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 z WAY AND THE TRUE POINT OF BEGINNING. 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 Lij CONSTRUCTION PERMIT ISSUANCE. C TITLE PARCEL B (APN. 172305-9136): 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 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 NORTH, RANGE 5 EAST, W. M., KING COUNTY, WASHINGTON, MORE 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 PARTICULARLY DESCRIBED AS FOLLOWS; MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 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 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 Q FEET NORTH OF THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 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 AND 20, ALL IN TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 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; 0) w 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 co = 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 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 N U) OF WILLIAMS STREET; 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. °29'09"EAST C)THENCE ALONG SAID WEST LINE NORTH 1 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 Ci W BEGINNING OF THE FOLLOWING DESCRIBED TRACT; 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. T 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; N THENCE NORTH 88°23'51"WEST 235.22 FEET MORE OR LESS TO THE EASTERLY LINE OF SAID RENTON MINE SPUR RIGHT-OF-WAY; 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 Q 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 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; 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 J 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 THENCE SOUTH 88°23'51"EAST 199.05 FEET TO THE WEST LINE OF WILLIAMS STREET AND THE TRUE POINT OF BEGINNING. 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. 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. 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. 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 37°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°1' 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; 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. 00 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 L0 BUILDING PERMIT PURSUANT TO RMC 4-90150J.2.A. N 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 C) 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 C) PRIOR TO PERMIT ISSUANCE. I T 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 N 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. STOP of W-,S# 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. ��ssIaNAL E�� ALL SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. OS/2//IO" Civil Engineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: =1 Snuct°rarEngineers T.L. VERTICAL: li 1988 R W002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL: NAD 1983 1991 _ ends�P�n n e m DESIGNED: C°rs kvP0nners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. O teodSurvey°rs 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. Neigh°rs 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM Know what's below.Hj B] L AT FULL SCALE w T A C O M A • S E A T T L E DT IF NOT ONE INCH Call before you dig. 2215 North Steet, Suite 300, Tacoma, WA 98403 253.383.2422 TEL SCALE ACCORDINGLY z Ave rN 0 . REVISION BY DATE AP P R APPROVED: laJ 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL J RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. %R CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITYRFRENTON 420002NDARDS U) WATERSHED APARTMENTS CONSTRUCTION DRAFT SET NOTES Cw G a Q 0 W DATE: 03/28/2023 = FIELDBOOK: PAGE: Ir LU DRAWING NO: C1.10 � SHEET, OF: 248 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. 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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. 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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 C)w C)�wA (V �� E 13N 0 E i w FOUND 0+76.1 "HARSTAD" LS#1 7' AT COR Cn z LU 75 I- rr Q n Q 0 LU Cn w I- Q w a Z N 176136.02 E 1300485.40 • �� Ali • � O• ' 11.1 1 /, � • / W �. ,�� _i�/�: �::' .i • -,i -. _ -yam _aT. =- �m - w �_ - - - �- -+1-�+ - ,��,�`c,� .. 1 �Sre�i.ap► �� `� Jp��j� " ��•� �+A� .tom • v - - �: �I \ IRI► .J7 1• �'l -- ---- -- - _- . �� ; 0' \ `fir,' i /qi:o ! 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POLE & \ 6 I 1 + Q GUY ANCHOR + / \ + I DO NOT °' \ ::I' • + + l J .$ EN /ER SIGN U + GAS PIPE % + o C)> < SIGN +37.2 .... - / / \ .0 + + / 4 W' 35.0' ROW •9' .a I�.��:- DEDICATION W. 3' :\ PROPOSED + 1 + Ls2 MULTIFAMILY P: + I + + \ �` P I / R20.0' 11 BUILDING° ;' + + / /x00 Gj• FFE-32.08 / 1 4 +00.3 ' ' EXISTING d ° °'o + \ \ \\� / '•'d.' C� <:. �� ', ' 3.0" LS ROW LINE + ` / -}- / 16 - 3 + CY / +65.8 ' 53 .. PEAK P. .. " ; HEIGH- �;."\�'� 8.0' • ,:. + / yi I P2 / ' „ a O PROPOSED HKD C6 OF R=573.50' ROW DEDICATION KIP ENTR CONTROL L=283.25' LINE I I I -III - ;� � � � a� � � ��♦�s��SIB � ,• �� ° °� / a° � •9 ,p. '� •D , r Z - \ 17.2' •j0 e W -� / e a l� ¢'P: 20+00.00 J \ +88.5 % ;e ¢ GRIDLINE 1-F ,: + ' ; o / / WALL PER 4 + <:.X- ,. STA:1 80.89, 28.71 RT , 'e.• ' , ,: I 5 t i C4.10 DETAIL I I 12.5 9.0. • / � / ---- {ITEM 1} CC - - - - --� 12.5X., %I�h e +60.4 CITY OF RENTON \�:d 30.0 UTILITY ESMT. TO CITY { �,' . , • e + ORD. 3266 / \ <.: / REC. NO. 7812040685 / /` e / e N. LINE VACATED SO. 7TH STREET 1 ; � eY �•:.� .'��.�,� ° .2 °��•�` +- ,f -,�� 9,p , ' ,d a \\ /"''-•. °.<`/...` , °�, SD(REF) -- SD(RESD(`-. SD(REF)-S1DREF)-SD(REF)D�(REFs)j 5+60.4 <; �a PVT. STORM(G1), ti;'. j� 5( P.S.PAEME 25.0 c / REC. NO. 0206057 .:. / / �� x0 �� d / P.O.B _ J PARCEL D / - - Ss 9� p Quo !! FS A/ d 4k / 0 FOUND 1.5" ASSIE W/PUNCy� Ff' , a / / / / / / ,� �' RECORD NOTE 03/26/2024 P i � _ TIOIo��OF DO 0� [S€-COR_SEC 18, / / / / /� THESE RECORD DRAWINGS HAVE BEEN 8 Ala S�'TOP ; . , ?77-/ c��t, I N. . RNG. 5E] ELTER e NSF REN �� OF COMMENCEMENT / / / / / ' P�ARED BASED ON SURVEY INFORMATION LK.AFFIC \�\� 7x P CEL C / (a . / / / GRAPHIC SCALE PROVI BY A THIRD -PARTY SURVEYOR. AHBL Q SIGNAL AND STREET N 1g8 � v / � / / / LIGH SEMENT. / 75856./ / / / / 0 10 20 40 WILL BE RESPONSIBLE FOR THE DATA `0 3 N0. 871022135 E 1300673.62 / / / PROVIDED BY THEM. THE THIRD -PARTY CITY OF RENTON / BP: 1400.00 // // / / / SURVEYOR WILL BE RESPONSIBLE FOR THE 30.0' UTILITY ESMT. TO CITY 1" = 20 FEET ACCURACY OF THE ACTUAL LOCATIONS IN THE ORD. 3286 Q_°\� REC. NO. 7902200758 / / e p'.'. / / ,.� I, i / �./ y FIELD. THOSE RELYING ON THIS RECORD I / DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY r BEFORE APPLYING IT FOR ANY PURPOSE. TOP T WAS,7 a / / CiNIEn9ine..s .{ • ■ SWCIU Engle 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: T.L. L.HOR ONTAU NAD 1983/1991 CITY 0 F ,��Am„;," 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGDESIGNED:l�, PER SHEET � J.N. • CanmunityPlanr"rs 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT � RENTON rr Land SO y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. Know what's below. P �, 46416 �v� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL ONE NSCALE CH DATUM �01STL � T A C O M A S E A T T L E DT Planning/Building/Public Works Dept. NOT ONE INCH Call before you dig. A�sSIONAL 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY y g' 1200 Sixth Avenue, Suite 1620, Sealtle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R 04&/~ KEYNOTES 10 GRASS PAVE PER LANDSCAPING. (D BOLLARDS PER ARCHITECT. 33 RELOCATE BUS STOP SIGN. ' ^ u J 40 GRASS PAVE, EXTENTS PER LANDSCAPE. 5 r C2.10 T L0 O5 TRANSFORMER PAD PER MECHANICAL PLANS. C) O U PAVING NOTES 1. THE EXISTING SITE SOILS REQUIRE PROPER COMPACTION PRIOR TO PLACEMENT OF PAVING AND UTILITY IMPROVEMENTS. C'7 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. T 3. THE SPOT ELEVATIONS INDICATED ON THESE PLANS (� 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 00 OR TOPSOIL ADJACENT TO THE WALL. REFER TO STRUCTURAL Ln DRAWINGS FOR ACTUAL WALL ELEVATIONS. (V O 7. TYPICAL CURB HEIGHT IS SIX INCHES UNLESS NOTED O OTHERWISE. O 8. SEE LANDSCAPING PLANS FOR CONCRETE SCORING, (v 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 CEMENT CONCRETE - STANDARD DUTY P 2 - HEAVY DUTY CEMENT CONCRETE C2.10 VC VERTICAL CURB 3 C 3 FC FLUSH CURB 4 C2.10 R-420006 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET HORIZONTAL CONTROL AND PAVING PLAN LU G Q a LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj � DRAWING NO: C2.00 a SHEET: OF: 6 48 O (D I O I 0 UJJ U) z Lij 75 rr Q n Q 0 L1J rr LJJ I- w a Z 0 0 Q 0 z Q C0 2" 3" 4" 6" 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 "//X\\//�� PAVEMENTLU O z a NOTES: a 1. CONSTRUCTION SHALL CONFORM - TO WSDOT SPEC 8-04.3 2. HEIGHT OF CURB TYPICALLY 6" ° a EXCEPT WHERE INDICATED ON PLAN a TO TRANSITION TO 0" CURB. 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,i R 6„ 1" R PER PLAN FINISH GRADE 12" CEMENT CONCRETE ° . a NOTE ° � CONSTRUCTION SHALL PAVEMENT, CLASS 3000 CONFORM TO WSDOT SPEC 8-04.3 FLUSH CURB NOT TO SCALE C, Of 0 Qo CEMENT CONCRETE 0 CLASS 4000 WITH Q Q POLYPROPLYNE FIBERS LU U) = PER PLAN i 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. CEMENT CONCRETE PAVEMENT NOT TO SCALE 0000000000001:000000000000;!0000000000001 0000gopppoppr000ggqoMENEM r�nnnnnnnn F41 nrnl 000000000000000000! 000000rJL:�rJc:�;utJL•� 000000000000000000;000000000000;000000 000000........... 0 000000000000�op000 °0000000000001:0000000000001000000000000, I000000!000000000000.000000000000.000000 I000000! 000a00000000! o00000000000! o00000 I000000 000000000000;000000000000;00RR00 I000000000000000000 00000000000E HEMMER ' ' ' o;000gggopppp...... ...... oo;ooggqo. W 00000000000E:000000000000000000000000 00000000000E;000000000000:000000000000 ?000000000000',I000000000000l'I�00000000000' TYPICAL LAYOUT - BRICKLAYER PATTERN 13MMMMM 13MMEMM! �00000; ?opppp CUT SECTIONS IN HALF ALONG EDGES OF POROUS �00000 PAVEMENT �00000 SYSTEM (TYPICAL) D00000 D00000 200000 �00000 TOPSOIL WITH GRASS GEOTEXTILE FABRIC MIRAFI 60OX OR EQUIVALENT CRUSHED SURFACING BASE COURSE PER WSDOT 9-03.9(3) 211 PRESTO GEOBLOCK 515E 0 0 0 17 Z�' 0 Z�' 691 ENGINEERED BASE PER SPECIFICATIONS. Z�\ '�7 o o o 0 SUBGRADE II II II III III III III III III II III III - NOTES: 1. 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 4 TOP (j OY WAS#INC�t� ti �r 4 ;P� 46416�ISTEYY9� sSIONAL willlad" DocuSigi Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SAND LA\R (IF REQUIRED), SEE NOTE PERVIOUS CONCRETE/POROUS ASPHALT PAVEMENT BASE, SEE NOTE 6 �12" MIN. ABOVE SUBGRADE, SEE NOTE 4 \ PERVIOUS CONCRETEIPOROUS ASPHALT MINIMUM MATERiAL THICKNESS (IN): RESIDENTIAL ALL PERVIOUS LAYER MATERIAL T E* CONCRETE (IN) OA PERMEABLE PAVEMENT, SEE OTE 1 S © CHOKER COURSE, SEE NOTE 2 0 © AGGREGATE BASE, SEE NOTE 3 8 NOTES: iTREETS AND :YS rRL HIGH Y 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR PORO S ASPHALT INCLUDE W ARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. PERMEABLE ASPHALT TREATED BA E (PATB) SHALL CO ORM TO THE REQUIREMENTS OF APWA GSP 4-SA2. CHOKER COURSE REQUIRED WHEN ATPB IS USED. 2. CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFO TO THE QUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2. 3. AGGREGATE BASE SHALL CONFORM TO THE REQUIREMENTS OF A A P 4-04.2(9-03.9(2)).OPT1. RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RES SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUB DE OR PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90 %-92 OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVERCOMPACT SUBGRA E SHALL BE SCARIFIED TO 8" MIN. AND RECOMPACTED. 5. PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SO BENEATH THE P MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0 % AND A MINIMUM CATION EXCHANGE CAPACITY OF 5 MILLIEQUIV ENTS PER 100 GRA S. A 6 INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES T MEET THESE PROP TIES. 6. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP-04.3(5) SHAPING AND COMP TION. GENERAL NOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERALS CIAL PROVISIONS (GSPs) DIVISIONS 2-9 AP GSPs, AND WSDOT STANDARD SPECIFICATIONS. 2. POROUS HMA SHALL CONFORM TO REQUIR ENTS OF APWA GSP 5-04. 3. MINIMUM UTILITY SETBACKS AND PROT TION MEASURES MUST CONFORM TO CURRENT CITY STA DARDS, STD. PLANS 265.00, 265.10, AND 265.20, AND OTHER UTILITY PROVIDER EQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THEE NT OF UTILITY CROSSINGS OR CONFLICTS. 4. PERMEABLE PAVEMENT SHALL B ESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST O EOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DES NS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STA . 5. ACCEPTANCE TESTING FOR DEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2,000 SF SHALL BE AS OLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO A ORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER S FACE HAS BEEN WETTED CONTINUOUSLY FOR AT L AST 10 MINUTES. APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C 01 USING A 12-INCH RING SEALED AT THE PAVEM T SURFACE. 6. ACCEPTANCE TESTI FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFIL TION RATE OF 100 IN/HR PER ASTM C1 01 AND APWA GSP 5-04.3 AND 5-06.3(6). 7. ROADWAYS, DR EWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS O CITY OF RENTON TRANSPORTA ON DEPARTMENT STANDARDS FOR EQUIVALENT NON -PERMEABLE PAVEMENT TYPES. 8. FOR PERM BILE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA REQUIRED PER STD. PLAN 261. 0. 9. SEE CO TRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DR ING IS NOT TO SCALE (NTS) PERMEABLE PAVEMENT MATERIAL STD. PLA-261.10 PUBLIC WORKS APPROVED: DEPARTMENT SECTIONS -PERVIOUS CONCRETE AND GAZ 9/ s/zo>s 1 c :45 AM POROUS ASPHALT Public Works Administrator DATE CHANGED TO ASPHALT PAVEMENT -STANDARD DUTY PER CONDITION OF APPROVAL ERVIOUS CONCRETE PAVEMENT SECTION 6 NOT TO SCALE CiNlEnginews ■i 001 ASI-001 CJ 9/27/22 DT � RvEYED' SbuduralEngineers T.L. HORIZONTAL NAD 1983/1991 - 0ad-plArohfi b 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET Co o,u vPlenmws 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. Q © O LaSONey- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. Neighbors ONE INCH DATU M Know whais below. 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE TACO MA • S EATTLE DT IF NOT ONE INCH call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY y g' 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL N 0. R EVI S I0 N BY DATE AP PR RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. N U H 1� T N J R-420007 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PAVEMENT DETAILS W G Q a 0 L1J = DATE: 03/28/2023 FiELDBOOK: PAGE: Uj DRAWING NO: C2.10 a SHEET: 0F: 48 W a Z o N wrReF� y � 3 C) LU � 3sz 1 a- 1 0 , 1 PEAK HEIGHT =29't %/111/L11�/1Ll/1/1/l1L//111//11�/1l1/. . �/1�1/ /111/.LLL/LLL//1L1/LLL//1l1/1Ll/LUG/ 2 - o -O O -� SID*_ k_:� 01 N CN 1� LYING S.190.31' OF O S. LINE BLOCK 28 W j / zn- J 1 C EDGE OF ` ASPHALT iw 75 l 1 1 1 a1 Q 1� 0 I 1 LU 1 1 rr w 1. 3 .-M 11 Y OF RENTON 0' UTILITY ESMT. TO CITY �. 3266 NO. 7812040685 OF RENTON MT. TO CITY ORD. 3286 7902200758 ca WM•. :.� � • . ' <2&3' 0 1 / A. / PEAK HEIGHT I =32'f W / Z / J _ U a A A 44 L / \ CB STD GRT 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' I l�JJ Q`0�1 GRAPHIC SCALE 0 10 20 40 Know what's below. 1" - 20 FEET Call before you dig. TEL. (POLE I �I IX1 I \ -CB STD CRT RIM EL=29.98' 12"ADS W IE=27.33' SDMH RIM EL=30.56 12"ADS E IE=27.18' 12" DI W IE=27.16' 18" DI S IE=27.16' 18" DI N IE=27.11' LEGEND: * 0 - - X X X- - -----XXX---- �'� / SL S SL CD CB SOLIDD RIM EL-30.51' 18"CN SW,F-27.61' TRA 12"C C NE IE=27.61' LO 8 C �d IE=28.21' S GNAL J oxG I C v SIG CAB INLET PROTECTION 2 C3.10 CHECK DAM REMOVE EXISTING CONCRETE REMOVE EXISTING ASPHALT CONSTRUCTION ENTRANCE 4 C3.10 REMOVE EXISTING UTILITY CLEARING/PROJECT LIMITS SAWCUT LINE SILT FENCE 3 C3.10 TREE PROTECTION FENCE 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 STAGE OF SITE PREPARATION. 4. THE CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AND PROVIDE REPAIRS AS NEEDED PER THE PROJECT CSWPPP. 5. CLEAR AND GRUB THE REMAINDER OF THE SITE WITHIN CLEARING LIMITS, AND ROUGH GRADE. 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. TREES TO BE REMOVED 10. COORDINATE WITH CITY FOR FINAL INSPECTION. EXISTING MAJOR CONTOURS EXISTING MINOR CONTOURS 11. REMOVE REMAINING TEMPORARY EROSION CONTROL DEVICES WHEN AREA HAS BEEN PERMANENTLY STABILIZED WITH VEGETATION AND REMOVAL IS APPROVED BY THE CITY. KEYNOTES ElPRESERVE AND PROTECT EXISTING UTILITY TO REMAIN ❑2 PRESERVE AND PROTECT EXISTING SIDEWALK TO REMAIN PRESERVE AND PROTECT EXISTING ASPHALT. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGED El ASPHALT DURING CONSTRUCTION. PRESERVE AND PROTECT EXISTING TREE(S) TO REMAIN. PROVIDE TREE PROTECTION AS INDICATED AND PER SPECIFICATIONS. CUT AND CAP EXISTING 1" WATER SERVICE. CUT AND CAP BY CITY FORCES UNDER SEPARATE El EPRMIT. DEMOLITION NOTES IP BASINS AND AREA DRAINS TO BE DEMOLISHED SHALL ALSO HAVE INLET PROTECTION UNTIL THE DOWNSTREAM PIPE HAS � I AL POLE i �� BEEN DISCONNECTED AND CAPPED. / O \ x�GNAL JBOX O CB STD GF 3. STOCKPILED EARTH MATERIALS SHALL BE COVERED WITH PLASTIC. ''A RIM EL=34 i'f%o so 12" ADS S 4. BLOWING DUST SHALL BE PREVENTED. WATER TRUCK SHALL BE ON SITE AND OPERATIONAL AS NECESSARY. BOTTOM S1 GCB D'G9 . \soy 5. STORMWATER RUNOFF WITH TURBIDITY SHALL NOT BE ALLOWED TO BE DISCHARGED FROM THE PROJECT SITE. REF)- �YR FLi- •I�� SD(REF)-4SD(RE-SD(RM -lF,nSD(REF) ' P 15 PVT. STORM(G1) CONTRACTOR SHALL USE ANY PRECAUTIONARY TESC BMP'S TO PREVENT TURBID DISCHARGE FROM THE SITE. 1 'ADS SE= 8.24' 6. NO SEDIMENT SHALL BE TRACKED ONTO ADJACENT PAVED SURFACES. CONTRACTOR SHALL PROVIDE STREET SWEEPING 15" DS SW=28.21' PROMPTLY IF SEDIMENT TRACKING HAS OCCURRED. H-60" RIM EL=34.30' g1'SWs�(RFFJ 48' / LADDER ON NE i 15" AUS, "ME IE =2,R ' ^' / 2,4+'Anc I I w2//ad" Civil Engineers 001 ASI-001 CJ 9/27/22 DT s1'E'ED' SCALE: 1 strucrwaiEnglneers T.L. FE HORIZONTAL NAD 1983/1991 ede��A,n;rers 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET CommunlyFanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. D © LeedS-y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. "eighb. 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM AT FULL SCALE TACO MA • S EATTLE 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 7. ALL DISTURBED SURFACES SHALL BE COVERED WITH PLASTIC SHEETING, STRAW MULCH OR CRUSHED SURFACING PRIOR TO A STORM EVENT. 8. ALL QUARRY SPALLS SHALL BE REMOVED FROM SITE PRIOR TO FINAL SURFACING. ALL TEMPORARY SURFACES WITHIN LANDSCAPE AREAS SHALL BE REMOVED PRIOR TO LANDSCAPING. R U RECORD NOTE 03/26/2024 -420008 cn THESE RECORD DRAWINGS HAVE BEEN IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ PREPARED BASED ON SURVEY INFORMATION IN PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. q9CITY OF RENTON Planning/Building/Public Works Dept. WATERSHED APARTMENTS CONSTRUCTION DRAFT SET DEMO AND TESC PLAN Cw G Q a 0 LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj � DRAWING NO: C3.00 `a SHEET: Q OF. 48 C7 0 0 N 0 LU Z 5W G I— n r) W r2 V i rr LU I— Q w a z 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. PLASTIC 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 PLASTIC 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 STD. PLAN - 213.30 V64 DEPARTMENT PLASTIC COVERING GAZ 9/28/2018 Gr Public Works Administrator DATE PLASTIC COVERING NOT TO SCALE 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C— OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS =b FILTERED WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) J OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW 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 IS NOT TO SCALE (NTS) STD. PLAN - 216,30 c ,} PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE INLET PROTECTION NOT TO SCALE TxT 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED BACKFLL TRENCH WITH NATIVE SOIL OR 3/4'! TO 1-1/2" WASHED GRAVEL Tx4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN NOTES: 1. CONDITIONS OF USE 1I .1. SILT 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 NOT TO SCALE (NTS) DEPARTMENT GAZ STD. PLAN - 214.00 U64 PUBLIC WORKS SILT FENCE PR a/z8/zo18 Public Works Administraor DATE FILTER FENCE NOT TO SCALE O�/2//201?9 CiNlEngirieers 001 ASI-001 CJ 9/27/22 DT suRvEy : �: 1 - Sbudu2lErgirreers T.L. HOR ONTAL- NAD 1983/1991 — aAdsa�Am„�� 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET CommunityPlenmws 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. Q © O L-s—y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. Neighbors ONE INCH DATU M Know whais below. 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE ,,I T A C O M A • S E A T T L E DT IF NOT ONE INCH yyouU Call before I 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY dig. 1200 Sixth Avenue, Suite 1620, Sealtle, WA 98101 206.267.2425 TEL NO. R EVI S I 0 N BY DATE AP P R R=25'MIN. INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX�S�\NGROPO C-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY 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 NOTES: 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) 2045 (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 014R) PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 valovPublic Works Administrator DATE CONSTRUCTION ENTRANCE NOT TO SCALE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. • CITY OF RENTON Planning/Building/Public Works Dept. rW N U R-420009 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET TESC DETAILS Cw G I— rr Q a 0 LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj DRAWING NO: C3.10 a SHEET. OF: 9 48 V I- Z U-1 L I- rr < n U-1 rr V rr U-1 I- ►i U. 4' MIN. 12" DEPTH 2" - 4" ROCK 24" MIN. SETTLING DEPTH 3.5' - 5' - 1 1.5' MIN. SEDIMENT STORAGE CROSS SECTION NOTES: 1. MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM 12" OVERFLOW DEPTH OUTFLOW CHANNEL IF r CONSTRUCTED BY S I n 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 o PUBLIC WORKS APPR ED: DEPARTMENT SEDIMENT TRAP GAZ 9/28/2018 1 P�bo� wo,k: Aan,�mso-o�or DATE SEDIMENT TRAP NOT TO SCALE 0C)_ 0 1 000 Oo FLOW ,..-�. OoU �OOoU 0�0��1o�OC PLAN SECTION A SECTION B DITCH CHECK DAM (TYP.) NOTES: 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. CHECK DAM NOT TO SCALE DITCH CHECK DAMS UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.40 PPR D: GAZ 9/28/2018 I 1. Pubriaworks Adn i,t,, r DATE 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 o PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR DEPARTMENT STANDARD PLAN NOTES GAZ 9/z8/zols P.bk wo,k: nan,�oi:eW.o DATE i /N 001 ASI-001 CJ 9/27/22 DT SURVEYED: T.L. CS 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: °mm°mmPe°°ers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. O © O ghb ^'ey°� Wghbors 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS Dom ' J.N. � Nei Know what's below. 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: TACOMA • S EATTLE DT Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE APPR APPROVED: 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267,2425 TEL � TOP I hr�, OF WASkjNCrrti �r yl�O �'� I ST)E¢�9 �SSIONAL E��1 SCAM, PER SHEET HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL T'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) 3"4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX TURF (LAWN) AREAS PLANTING BEDS/UNDISTURBED VEGETATION, SEE NOTE 1 0" UNDISTURBED TURF (LAWN) AREAS, SEE NOTE 1 IItI��tl� �II I��II�� ll� 11 l�l�� 11 li, OPTION 1 - NO DISTURBANCE PLANTING BEDS J y 0" 8" GRASS: SEED OR SOD UNDISTURBED NATIVE SOIL 3RASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 3,25" OF SITE SOIL (TOTAL AMENDED DEPTH DF 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 0" 6" 12" OPTION 5 - IMPORTED TOPSOIL TURF (LAWN) AREAS GRASS: SEED OR SOD NOTES: 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. SOIL AMENDMENT SECTIONS UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 264.00 APPR ED: GAZ 9/28/2018 I P.briawork:Ad iW.o DATE SOIL AMMENDMENT SECTIONS NOT TO SCALE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF [;%Rl RENTON Planning/Building/Public Works Dept. U) T '^^ 'T L J O O T N 1 L J T J R-42001 0 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET TESC DETAILS U-1 G Q Q 0 U-1 = DATE: 03/28/2023 FIELDS", PAGE LU DRAWING NO: C3.20 Q SHEET: 10 OR 48 W a Z w 1 NOf I �/ p 1 L ULd I 3 A • I CONC. 1 PEAK SEE DRAINAGE �i WALL I 1 HEIGHT FCyO�pNTRO`L PLAN FO��R��`�� I I 3 =291f / /' / i ss(REF�� I I e POLE ° •. ,�I- IZ -- / e ` TC: 31.43- O O - TC: 32.51 %-------- I O i ` C: 31.39 � E$:-3�. �6-- �/� BC: 31.81------- -- -- -� 3 I I PloNl e . - S D I B �1� /3 j1;. ------- TC: 33.39 -----0 -----------------------------� -_ - co___ - A 2 SD M --- --- A2.44 N K 31WE Nl°' 89 NO PA KI -�- -NCO 91 SIGN ' i dry' W PoNI I 3 32 0 O C/) I -I z T 3.10 TC:33.18 Ljj C TW:32 5 BC: 2.60 BC:32.68 I"' B 0.03 rr Q o �N y TW: 32.26 N LU LUBW:19.69 ° TC 32.15 Q BC. 31.65 \ \ LE TAW: 31.78 PE� 31 31 1 SS O(G1 28 -� L S.190. 1' OF H II S. NE BLO ,K w BC: 32.78 o EG: 31. 3 I \ \ EG:31I34 F oI I FG: 32.46 N I TC: 30.39 II II I I 1 \ BC: 30 32 I I 3 CB STD CRT FG: 30.63 I I I.. RIM EL=29.98' >_ I II a SD - D _ a• 12"ADS W IE=27.33' C: 31.59 W o I FG: 31.46-/ TC: 30,2 D - 0 BC: 31.59 Q I I I TC: 31.0 Q- I > TC: 32.08 I o a BC' 2 3 FG: 31.71 p k.24 o I FG: 30.51 BC: 30. GB Si` - % LL I I I SDMH RIM E=27.18' 1 - RIM EL=2 a - - 3 , _ a 12"ADS E IE=27.18' FG: 32.31 0D TC: 31.64 I / - - - - - - _ �� I I 0 12" DI W IE=27.16' BC: 31.64 FG: 32.34 I VALLEY FG: 30.38 I o = I �, I } TC: 32.09 I TC: 32.00 '' N C? I _ �. 18" DI S IE=27.16' r' G: 32.22 M / TC: 31.02 FG: 31.75 BC: 31.50 � FG: 31.46 a FG: 30.48 - " I 18" DI N IE=27.11' _ _ J L L BC: �0.52 I I a / r FG: 31.83 I u FG: 30.49 o s °• ' TC: 32.40 / FG: 32.46 In 1 3 d < •, CB STD CRT BC: 31.90 I � FG: 30.63 FG: 30.46 ® _J I ~ ' RIM EL=31.41' FG: 32.00 \ / C: 32.29 "r I 0 3 : I ° / TC: 3 .39 T� BC: 31.7 N r TC: 31.16 I s -J SL N I I . ( 64"CCNC NEIEIE=29.92' / \ �L I 1 BC: 30.66 I 0 3 o BOTTOM STR.=28.42' �I VA ° 3 ° 2- . . 3 4- / 'e 3 \ ,e. / A. PEAK HEIGHT =32't L \ U'� MAILBOX \ FG:32.18 CP - - - - - 3 ° FG: 32.45 FG: 32.10 TC:3 TIC 33.35 TC: 31.74 - S I I A SDMH RIM EL=32.07' FG: 32.34 FG: 32.53 2,37 BC' 32.85 BC. 31.24 FFE:30.48 , 3 0 ° FULL OF WATERTC: 32.55 l FG:31.83 gC:32.05 ) FG:32.35 FG133.38 FG:31.20 a FG: 32.10 TC: 32.42 o BOTTOM STR.=26.47' , -TC:32.60 / BC:31.90 FG:31.77 I I 3)me TC:32.31 FG:30.42 FG: 32.26 TC: 32.60 BC:31.81 FG:30.46,. SW =27. 6' I ° z r TEL. MANHOLE ; BC: 32.10 FG: 30.40 Ia aI ' 31a � a I p N � � •� 32" DIA. LID Jot e M w3 m TEL. POLE & s FG: 32.26 I I I GUY ANCHOR / ° FE:32.28e� FG:30.26 � QI � � DO NOT FG: 32.26 FG: 30.34 f 1 N3 � �•$ EN ER SIGN �I I G S PIPE FG: 32.26 FG: 30.44 SL / FG: 30.37 IIv i � I o, a \ I I S SL a sL h i ��`o°� SL SIG�AL '�' SL / iaI S SIGNAL 'ROLE/ PROPO ED W/'4 MULTIFA ILY SL � BUILDG \ FFE=3 2 SIGNAL JI I (uc) R TRAFI ,o� / / LOOP I I/ \ � FG: 33.69 --- 5° / 1P �, SDMH RIM �L-30.69' ° �� ` I /18 CNC ly!✓ IE=27.09' \\ 18" DI 4NE IE=27.09' , /Joy' a° V 18"�NC SW IE=27.09' FG: 31.23 �° /�Ai / , x i \ FG: 31.16 c`°/ / 1,*\ / ,fie e \Z, xNI<X / 1 FG:32.00 / // �/� I ��ly9T FO \ FG: 31.92 `FG .32.10\ G % {j1 O OS / / i NY, o // �� / I J �I �/ / J OXAL C4.10 CIP WALL WITH / _ � �\� I FFE:32.12 j / / �`� `� \ ,I / % �, I / ; / FG: 32.17 FG. 32.02 �j // / / GNAL GUARDRAIL. SEE / 1 �I /%� 41�� 1 ` a p LANDSCAPING PLANS - FG: 31.80 _FG: 31.89 FG: 32.10 FG: 32.10 / SIGN{ FOR GUARD RAIL. SEE ` TEL. o=I- I ),'' , �P� ; ' � CABIP ° / \ FG: 32.04 J / DETAIL PER / _ pnnr / / / �,' a �� SL a ° Q e q IF.26 M STR[G7URAL. G: I - .32.... i� FG: 32.10 FG:31.76 1 �R // Q • ° FG 31 57 1� /� \ Q o o� / �� ~� / / / SLjl TW 33!35 W: 2�.99 1 } \ 7' -- - - FG: 31.88 / FG: 32.10 <�l°`' /% /�'/ / o / I� ( ) J E� -� '� / SL �� a F NISH D GRADE AT BOTTOM OF WALL BW )F RENTON / \/ FG:32.01 UTILITY ESMT. TO CITY CB STD G FG: 31.78 1040000 3266 / RIM EL=30.9u I\� `� JBC e� / c /% �/ / ` ° \ \ V0. 7812040685 / 24"CNC NE IE=26.10'T1111/: 31.76 // ' / �- y � / 1-1 F �L \ FG' 31 82 RENTON TO CITY D. 3286 Know what's b@IOW. Call before you dig. 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 T 1410" U 10 MATCH EXISTING GRADE. M CY) OADA-COMPLIANT PARKING STALL. SLOPE SHALL NOT 2 N O EXCEED 2.0% IN ANY DIRECTION. O I T 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 REPRESENTS THE DESIGN TOP OF PAVEMENT UNLESS NOTED OTHERWISE. 4. 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%. 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 %1 24"CNC SW IE=26.10'BVY: 31.04 / \ �� / Q / /�` / s,T o / 9 / SIGNAL POlfE / / 4 F j �-----W/GNAL JBOX `�� 4/ CB STD Gf / FG: 1 I TW: , / FG: 31.57\ �i, CB B `��\e SL yp o e e°. J'.\ I SL RIM EL=34 BW:�1.14 !G J R �EL0.64' 12" ADS S �\ FG: 31.69 Q\/ / / y/ / �,PW I j 2 . Gv�,� *F�1 / / / / rRFF� BOTTOM S1 o, , CB STD GRT i \\ FG: 31.39 R / / // SL `ems .� " ./ el 3MI CB D - GF) RETAINING WALL NOMENCLATURE f� \so lu , O / \Qj • h? }-SD(REF) - 6 SD(,REF)-SD(REF) �P,�D(RE _ , SD(REF) AY,RLu- \15' PVT. STORM(GI) RIM EL-29.82' �G: 30 1 PO P � r .�`� / � � • uo •. / / �o FG: 31.74 SL �' Pl uol / 5o a 15Z-AAIDS If' _ `16' 8"CNC N IE=26.22' P.S.P ME > �� / w �� A �Y 8"CNC S IE=26.12' / REC. N0. 02060$7 Pl / � / � �j / ��` ° ,; e SIGNAL/ o / 1 ADS SE= 8.24' WERE�-- - 31.51 0�� / '� ° �F i / 5/ 15" DS SW=28.21' 8"GONG TOP VERT IE=26.62' VAULT�r�-------- --- I / �°a " / X yo // o(R - BO M-S�.=29.23' BTM STRUC. IE=25.42' / , P(U P(ugj - P u C' 1 / ��/ s S 5/ / DEL. / '� _ --- FG: 31.12 ��' PTO / �lY . / JBOX - ___ _ FG: 31.74 o J� •�� - 4' sO �T ' °/ ,,' 'POL • � ,o / � / �[fii1H-60" J \SD(R 31 1-1-ss,� RIM EL=34.30W ' SW eFj\8„ RECORD NOTE 03/26/2024 EG' LADDER ON NE so e� ` �// soFSA/ / GUI /50 / (S THESE RECORD DRAWINGS HAVE BEEN I w LI °° / - - - \F o CHOR / 15" AQS -ME IE=28.10' �0 SSMH RI EL=30.8 / c / / i s�' s� PREPARED BASED ON SURVEY INFORMATION 8"CNC E IE=21 3' B9� 31.57 `b`� / /� G��O o C� / Q � °� / / / / .24 ADS 5E=28.00' `� � PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL / o/ / BOTTOM STR.=23.05' so 8" SW 1 0.98' WILL BE RESPONSIBLE FOR THE DATA B STD T c�, bF RENTON CB\So(R PROVIDED BY THEM. THE THIRD -PARTY RIM EL= 0.7��0`� A EWALK. TRAFFIC ��)' > l / oo C� S/TD/I RT �� / /� // FF�\ SURVEYOR WILL BE RESPONSIBLE FOR THE _ ° SIGNALS AND STREET / i / 8 CNC SE 2 0 -o UGHT EASEMENT. / ° / �° / / - / o IM ,EL=31 c ACCURACY OF THE ACTUAL LOCATIONS IN THE CR SOI ID I / ' / / "' / �` / // I�E�. NO. 871022135 /o \( �%CNC,�W1-29.43' FIELD. THOSE RELYING ON THIS RECORD RIM EL=30. / � / - T(UG) NCT(IE-2 �t� / / oZ/�X//K yo. / TEf TO,EI E / / \ DOCUMENT ARE ADVISED TO OBTAIN (yy I g� F/ / I i �o jo/ ,// 5o Xs9,l/��e-� INDEPENDENT VERIFICATION OF ITS ACCURACY <` �J I BEFORE APPLYING IT FOR ANY PURPOSE. TOP �1OT AS& CiNlEngineers SUED. �. of easgf E /■ S IXu2lEglreers 001 ASI-001 CJ 9/27/22 DT T.L. VERTICAL: NAVD 1988 � - 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1983/1991 0a CITY OF 0 d-peAr hfi h DESIGNED: GRAPHIC SCALE - Co nityPlemk'rs 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. RENTON Lnd&Ney- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. 0 10 20 40 4l/ Neighbors ONE INCH DATU M �•� 6416 sv� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE OA ��OISTERE9 T A C O M A • S E A T T L E DT IF NOT ONE INCH Planning/Building/Public Works Dept. 1" = 20 FEET �ssIONAL E1200 Sixth Avenue,LS tesuite 1620, Seattle, WA 98101 206.267.2425 TEL N O. R EVI S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY W11//20f9 r H H R-42001 1 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET GRADING PLAN LU G Q a 0 LU = Cn DAM' 03/28/2023 FIELDBOOK: PAGE: Ir DRAWING NO: C4.00 Q SHEET: 11 OF: 48 Ln T 'T^ C) 0 T N H H T N Q J H H T N rr n U) Z W rr Q n Q W 17 rr W Q ►� O 1- I 0 w z LU 75 Q n Q 0 iw w Q 3 13 WM III K'(ReP) J CB# 12 h Q ).5",RBC S#197: PI: 3+04.80 3 N. 'lT/l7T% PEP' HE CB# f P 1 =3 Z J V .-M 1} cac Y OF RENTON L 0' UTILITY ESMT. TO CITY D. 3266 NO. 7812040685 N. LINE VACATED SO. 7TH STREET OF RENTON MT. TO CITY ORD. 3286 CB STD CRT 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=25.4 - N GRAPHIC SCALE 10 20 Know what's below. 1" = 20 FEET Z Call before you dig. L,ri7m-dir7-riTmti Mal will I1-.111d-1 1 /8"CNC SE 1 (R Sol ID I 1 -2 1' 6) 'SIGNALS AND STREET /, LIGHT EASEMENT. ��".ENO. RIM EL=30. �� // // 871022135 CT( IE=2 W 1 8 / / \ i/ s Civil Eng ineers .iJ� � / / / 3� o c srmcmraiEngmears J y1 Landscape Archuec/s Community Planners > / / O O Land Surveyors Neighbors / T A C O M A S E A T T L E 2215 N0r[h 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL STORM DRAINAGE NOTES: 1. BARE GALVANIZED METAL SHALL NOT BE USED FOR MATERIALS THAT COVEY STORMWATER, SUCH AS ROOFS, CANOPIES, SIDING, GUTTERS, DOWNSPOUTS, ROOF DRAINS AND PIPES. ANY GALVANIZED MATERIALS SHALL HAVE AN INERT, NON-LEACHALBE FINISH, SUCH AS BAKED ENAMEL, FLUOROCARBON PAINT (SUCH AS KYNAR OR HYLAR), FACTORY -APPLIED EPDXY, PURE ALUMINUM, OR ASPHALT COATING. ACRYLIC PAINT, POLYESTER PAINT, FIELD -APPLIED, AND PART ZINC (SUCH AS GALVALUME) COATINGS ARE NOT ACCEPTABLE. 2. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE LOCATION. PRIOR TO INSTALLATION OF ANY PROJECT IMPROVEMENTS, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES. IN THE EVEN T OF ANY DISCREPANCY FROM THE INFORMATION PRESENTED ON THESE PLANS, CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER. 3. CONSTRUCT ALL UTILITIES IN CONFORMANCE WITH THE STORM AND ROOF DRAIN TRENCH SECTION DETAIL UNLESS NOTED OTHERWISE. 4. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT QUANTITY AND LOCATION OF DOWNSPOUTS. 5. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATIONS OF RAIN LEADERS. 6. ALL STORM PIPES CONNECTING TO CONCRETE STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 7. ROOF AND FOOTING DRAIN TIGHT LINES ARE LOCATED ON DRAWINGS FOR CLARITY AND ARE TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES. ALL STORM DRAINAGE AND ROOF DRAIN LINE CLEANOUTS SHALL COMPLY WITH THE CLEANOUT DETAIL. 8. ALL CATCH BASINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF THE FRAME IS AT THE FACE OF CURB OR FLOW LINE OF GUTTER (WHERE APPLICABLE). 9. ALL STORM DRAINAGE PIPE SHALL BE CPEP UNLESS NOTED OTHERWISE. 10. ALL ROOF DRAINS SHALL BE 8" 0 WITH A MINIMUM SLOPE OF 1.00% AND MINIMUM COVER OF 3' UNLESS NOTED OTHERWISE. PIPE MATERIAL SHALL BE PVC SDR35 UNLESS NOTED OTHERWISE. 11. ALL TYPE 2 CATCH BASINS SHALL HAVE AN INSIDE DIAMETER OF 48" UNLESS NOTED OTHERWISE. 12. ALL STRUCTURE GRATES SHALL BE LOCKING AND SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE: 12.1. VANED - WSDOT STANDARD PLAN B-30.30-01 FOR STRUCTURES IN THE STREET OR PARKING AREAS. 12.2. ADA - TWS OLYMPIC FOUNDARY FOR ALL LAWN AND PEDESTRIAN AREAS. 12.3. SOLID - WSDOT STANDARD PLANS B-30.20-02 AND B-30.70-03 WHERE NOTED 12.4. BEEHIVE -OLYMPIC FOUNDRY PART NO. SM60BH OR APPROVED EQUIVALENT WHERE NOTED. FOR CITY OF RENTON STANDARD NOTES SEE SHEET C5.40. ze �lG S MH RIM L/ 30/69' /18"CNC W IE=27.09' 18 DI 4NE IE=27.09' 18/"PVC SW IE=27.09' / 4� � H D CITY OF ,73 RENTON CONTR( POINT D393 00 I ' 4/0" SIGNAL POLE W/ 0N. SP 1 -CB g ��Q� -- ---_ SIGNAL JBOX / R �E -0.64 � SL qp G/o /� a°' ° NSW IE ,u, / CB ): Gfd ��Q� SD(REF) MARE Nl . SL F �' Y aA el PlJ°l / 5°yo-15�ADS If' / j w �/� / / °� SIGNAL/ o / 1 ADS SE= °� F / /' •_• ' �/ 15" DS SW=28. / ram° DEL. X 5 // �o(R B!J tal 5.=29 T� / UY . ' / JBOX ` / �So(R POL f I--�AH-60" Aso RIM EL=34.30' WSW (ReFj 4 GU /5°/ / ,/ LADDER ON NE FOUND 2.5" ASSIE W/PUNcixl A) NCHOR, * / 15y AQ.S• 'ME IE=28.10' so ";7, / ,2.4 ADS SE=28.00' DOWN 0� �S€-COR_SEC. 18, TWN. . RNG. 5E] ' �,/ / / / / / / BOTTOM STR.=23.05' OF C COCOMMENCF,ME4 // / / / you %� / G /� / / ° J C� STD,/ RT IM ZL=31 5' ' , G 8%L`NC9/�W II �29.43' \ TO/EINE 001 ASI-001 002 PROGRESSIVE CONSTRUCTION SET 003 UPDATES PER CONDITIONS OF APPROVAL 004 GRADY WAY STORMWATER REVISIONS 005 AS -BUILT REVISIONS NO. I REVISION % TEL.ol- A ( w v-v v v v v IV v STORM PIPE TABLE ## TOP OF WASgI46416 NC�t� �t �� ISTERE'9 •�'� IONAL OS/2// d" SP 1 47 LF 24" CPEP @ 0.13% SP 2 9{rLF 12" CPEP @ 1.09% SP 3 11 I=F 6" 9 LF 8" PVC @ 14.00% SP 3A 5-2-LF 8" CPEP @ 2.99% SP 4 /o SP 5 14 LF 8" CPEP @ 13.01 % SP 6 26 LF 8" CPEP @33 °/s 0.73% SP 7 8 LF 8" CPEP @ 2.00% SP 8 39 LF 8" CPEP @ 4.28% SP 9 4033-LF 8" DI @ 1.14% SP 10 86 LF 8" DI @ 1.12% 6" PVC SP 11 20 LF 8" CPEP @ 2.00% SP 12 20 LF 8" DI @ 1.00% CJ 9/27/221 DT s1'E'ED' SCALE- T.L. HORIZONTAL NAD 1983/1991 CJ 12/5/22 DT DESIGNED: PER SHEET DT 1/27/23 DT J.N. CW 12/26/23 TS DRAWN. J.N. ONE INCH DATU M AA 03/26/24 TS CHECKED: AT FULL SCALE DT IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. + CITY OF RENTON Planning/Building/Public Works Dept. LEGEND O■ STORM DRAINAGE MANHOLE - TYPE 2 ■ CATCH BASIN - TYPE I • STORM DRAINAGE CLEANOUT 2 C5.20 S DOWNSPOUT CONNECTION ACCESS RISER 4 D STORM DRAINAGE PIPING 4 RD ROOF DRAIN PIPING C5.20 FD FOOTING DRAIN 3 C5.20 ----- ---- --- -••-- -FRENCH DRAIN TRENCH DRAIN 2 C5.30 KEY NOTES OWQ #1 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH CURB INLET. OWQ #2 BIOPOD SURFACE WATER QUALITY SYSTEM, WITH CURB INLET. OPROPOSED SEWER, GAS, AND WATER PER UTILITY PLAN, SHEET C6.00. STORM CONNECTIONS ## FC #1A IE= 26.86 (8" CPEP, NE) FC# 1 IE= 26.19 (8" CPEP, NE) FC# 2 IE= 26.86 (8" CPEP, NE) FC# 3 IE= 26.86 (8" CPEP, N) FC# 4 IE= 26.86 (8" CPEP, S) WQ# 1 IE= 28.65 (8" CPEP, SW) WQ# 2 IE= 28.51 (8" CPEP, N) STORM STRUCTURE TABLE ## CONCRETE INLET 54" TYPE 2 STD PLAN 200.30 RIM=32-47 32.39 CB #6 RIM= 3�9- 31.43 CB# 11 IE= z27.92-(8" DI, S) 27.95 IE= 29.63 (8" PVC, W) IE= z``5.69-(36" CMP, W) 25.56 TYPE 1 TYPE 1 CB #7A RIM=31.57 31.62 CB# 12 RIM=31.11 31.07 IE= 26.91 (8" CPEP, SW) IE= z28.81-(8" CPEP, E)27.92 26.62 48" TYPE 2 TYPE 1 RIM=31.64 31.58 RIM= 31.66 31.73 CB #7B IE= 26.13 (24" PIPE, W) 26.15 CB# 13 IE=z27$1 (8" CPEP, S) 27.73 IE=26.13(12" CPEP, N) 26.19 IE=27.91 (8" CPEP, W)27.73 IE= " 28.58 (4" PVC, 54" TYPE 2 CONTROL 2 TYPE 1 SE) STRUCTURE RIM=32.22-32.18 C5.10 RIM=31.69- 31.56 CB# 14 IE= z`18.3�BI, N) 28.39 (8" CPEP, ) CB# 7 IE= " B 1, Et28.37 (8" PVC, E) IE= 28.37 (8" CPEP, S) 28.41 IE= 26.19 (12" CPEP, S) IE= 25.69 (36" CMP, NW) 25.38 EXISTING TYPE 2 *RISER NOT INSTALLED EX CB RIM= 30.90 54" TYPE 2 #5 IE= 26.10 (24" PIPE, E) RIM=3.3.18-33.14 CB# 8 IE= 25.69 (36" CMP, SE) 25.43 SOUTH TRENCH DRAIN SIDE IE= z25.69-(36" CMP, NW) 25.54 OUTLET TD #1 RIM=39.24 30.36 54" TYPE 2 IE= 29.37 (8" DI, W) 29.56 RIM=33-29 32.20 CB# 9 IE= 25.69 (36" CMP, SE) 25.48 TRENCH DRAIN NORTH END IE= 25.69 (36" CMP, N) 25.64 TD #2 IE TRENCH DRAIN:39.86 29.63 RIM=3G.B2- 30.43 72" TYPE 2 RIM=3-1.62 31.74 CB# 10 IE= 25.69-(36" CMP, S) 25.40 IE= 25.69 (36" CMP, E) 25.86 U LO N C) O• O T cv m R-420013 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET DRAINAGE CONTROL PLAN iw I- Q a 0 LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj DRAWING NO: C5.00 `a SHEET: Z OF. 48 .J W Z 0 0 N CB #6 CB# 7 2 BOTTOM OF FLOW CONTROL STRUCTURE C5.10 3-FOOT TANK: 25.6925.50 ' DESIGN WATER 0 SURFACE EL: 28.19 0.50' FREEBOARD Lij PROPOSED GRADE AT CB# 8 STORM CENTERLINE EXISTING GRADE AT STORM CENTERLINE 35 3 MP - - - - - ----- - ----- 1ZnF-36"CMF- ----------- - - --------------------- - ------------------------------------------------ ----------------- -----j ------ -- - -- ------------------------------------------------------------------------------------ 25 - - - - _ - - -17 0.50'DEAD STORJ77 I I I PROPOSED STORM GENTER z 20 M rn co O Lij O o O G ' co '� M w LOL w ILL.w ILL. rr Q 0+50 n Q STORM PROFILE 0 NOT TO SCALE iw rr w FRAME AND LADDER OR STEPS OFFSET. SEE NOTE 6. d Q 1'-6" MIN. ° IE: 25.38 (36" CMP) Ln 0o O M '� co U Q w 1+00 Iid d 0.5' �Z_ MAX. W.S. =28.19 nrnTANG ii ARVVEIR _ T7E)T-TE)n n ri . 2:7 62 2.0' LIVE STORAGE 3 S I 1 EAR A T E 0.5' DEAD STORAGE a 2.0' MIN Q 2.0' MIN I CB# 9 52 LF 36" CMP 4 ACCESS RISER (TYP.) C5.10 CB# 11 3.21, ----------------------4------------------ PROPOSED WATER MAIN CB# 14 O Lo Ln CO Ln 17 O CD co 17 Lr)� r O O Ln O N O p O O� O L O r O_ O O N O M O O O 00 O N O N O O N O O N O N _' M Cl) M t� N co t� N co N N co N M N N M N N co n N co N N M N M N N M n M N M N� M N co N co UO 00 00 0(D 00 00 U(D U(D (D UO UO 00 UL OL w LL. w LL. Lid LL. Ld LL w LL w LL w LL. Lid LL. w LL. w LL. w LL w LL w LLLL W LL. W L LCJ L 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 ROUND SOLID COVER, WITH INVERTED FRAME MARKED "DRAIN" WITH LOCKING BOLTS. 8" INLET a a FRAME AND LADDER OR STEPS OFFSET. SEE NOTE 6 2' MIN. CLEARANCE TO - ANY PORTION OF VERTICAL RISER, ELBOWS, OR SHEAR GATE - 2.5" a d � 54" TYPE 2 CATCH BASIN CONTROL �STRUCTURE 2 NOT TO SCALE ®R Know what's below. Call before you dig. TOP OF 1TA� RECORD NOTE 03/26/2024 SgINC� tS' THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. THOSE flFt 4 RELYING ON THIS RECORD DOCUMENT ARE 46416 0 :'R ISTERE9 ADVISED TO OBTAIN INDEPENDENT 10 AL EVERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. w SEE DRAINAGE CONTROL PLAN FOR RIM ELEVATIONS O 00 LU ° M O s U 36" INLET 36" O CMP COUPLING BAND NOTES: 1. PIPE SLOP S PER PLANS. 2 PIPE SUP ORTS AND RESTRICTOR SHALL BE OF SAME OUTLET MATERIA AND BE ANCHORED AT 3' MAX. SPACING BY IE: 26.19 12" CPE 5/8" DIA. S AINLESS STEEL EXPANSION BOLTS OR EMBEDD 2" IN WALL. (SUPPORT BRACKETS SHALL BE 3" x 0.09( AGE) RISER STRUCTURE NOT 3. THE RES ICTOR SHALL BE FABRICATED FROM .060" INSTALLED ALUMINU , OR .064" ALUMINIZED STEEL, OR .064" COUPLING BAND GALVANI D STEEL PIPE; IN ACCORDANCE WITH AASHTO 36, M 196, M 197 AND M 274. GALVANIZED STEEL SH LL HAVE TREATMENT I. 4. OUTLET ALL BE CONNECTED TO CULVERT OR SEWER PI E WITH A STANDARD COUPLING BAND FOR CORRUGA ED METAL PIPE, OR GROUTED INTO THE BELL OF NCRETE PIPE. 5. THE VERT AL RISER STEM OF THE RESTRICTOR / ELEV. �9- SEPARAT R SHALL BE 18" MIN. DIA. = WELDED PLATE WITH 6. FRAME AN LADDER OR STEPS OFFSET SO THAT: ORIFICE 0 = 2 L" A. CLEA OUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEA OUT GATE. C. FRA IS CLEAR OF CURB. 7. IF METAL UTLET PIPE CONNECTS TO CEMENT CONCRET PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO ONCRETE PIPE I.D. LESS 1/4". 8. MULTI -OR ICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARAN E. 9. ALL META PARTS SHALL BE CORROSION RESISTANT. Civil Engineers 001 1 ShucN�alEngineers 002 - a�e�geA,hilele CommuniyF�anners 003 004 Q O nayors � Neighbors Wghb 005 T A C O M A • S E A T T L E N 0 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 ASI-001 PROGRESSIVE CONSTRUCTION SET UPDATES PER CONDITIONS OF APPROVAL GRADY WAY STORMWATER REVISIONS AS -BUILT REVISIONS REVISION 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 z ° EXCAVATE TO PROVIDE A MINIMUM OF CID 2° 12-INCHES OF QUARRY SPALLS PLACED _ -I _ _ ° OVER A GEOTEXTILE SUCH AS MIRAFI I- �I� III 1I1 1 50OX OR EQUIVALENT APPROVED BY THE -III-III-III= -III-III-IIIII-III=1 I I -I I I GEOTECHNICAL ENGINEER. SECTION OF FLOW CONTROL TANK HANDLE WITH �� LOCK PIN. SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. O .�7 TO MAXIMUM OPENING OF GATE ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1" ROD OR TUBING, VARIABLE LENGTH. Lit t it-mmuLE 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 CJ 9/27/221 DT SURVEYED: T.L. CJ 12/5/22 DT DESIGNED: J.N. DT 1/27/23 DT CW 12/26/23 TS DRAWN: J.N. AA 03/26/24 TS CHECKED: DT BY I DATE I APPR I APPROVED: SCAM PER SHEET HORIZONTAL NAD 1983/1991 CITY OF 1;R] RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STANDARD 60" CONC TOP SLAB 36"( RISEN CONNECT TO BUILDING PLUMBING RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. FRAME LOCKING LID (MARKED "DRAIN") MOUNTED OVER 24" DIA ECCENTRIC OPENING DETENTION TANK PLAN VIEW MAINTAIN 1" GAP BETWEEN BOTTOM OF SLAB & TOP OF RISER - PROVIDE PLIABLE GASKET TO STANDARD LOCKING EXCLUDE DIRT MH. FRAME & COVER 36" RISER, 36" DIA. MIN., SAME STANDARD 60" CONCRETE MATERIAL & GAGE AS TOP SLAB TANK WELDED OR FUSED TO TANK COMPACTED PIPE DETENTION TANK BEDDING (TYP) 241"MAX. WELD OR BOLT_51 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'�\�A�CC�ES�S RISERS NOT TO SCALE U R-420014 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET FLOW CONTROL DETAILS Cw G rr Q a LU = DATE: 03/28/2023 FIELDBOOK: PAGE: LU � DRAWING NO: C5.10 `a SHEET: 14 A OF. 48 I 't U) z 5W `L 1 rr Q n W r= V ) rr W W a Z 4-INCH SLOTTED PVC 36"X36" ACCESS HATCH 5'-0" 4'-0" 6" INLET CONTOUR RACK WITH — PERFORATED FLOOR. 24" x 7" CURB INLET WITH 6" OVERHANG TC: 82.15' 32.38' 6" WQ #1 NOT TO SCALE 6' —0-0-0-0 0 �0�0— 0�0�0�0�0� 0-0 0 C Ti opo o— o—o—o—o—o— o 0< c I 0-0-0-0-0-0-0— 0-0-0-0-0-0-0-0� 0-000-O0d000 01 c 0C 0-0 < 0-4-4-�0-0-4-�0 0-00-0-0-0-0-0— 0-0-0-0-0-0-0-0 0< C 0�0�0�0�0�0�0 0 0�0�0�0�0�0�0� 0 0< 000�0-00-00 000000000000000 0c INLET 2'-0" —2'-0"--2'-0"— 1'-0" 4'-0" 24"x7" CURB INLET 36"X36" ACCESS HATCH 2" MULCH .I - 6" TYPICAL WALL THICKNESS TOP SLAB NOT SHOWN IN THIS VIEW FOR CLARITY. COVERS SHOWN IN PHANTOM 18"X36" ACCESS HATCH OUTLET CHAMBER FIELD POURED CURB FACE, BY OTHERS OUTLET, 010" OPENING FOR 08" CPEP, IE: 28.65' INLET CONTOUR RACK WITH PERFORATED FLOOR OPENING TO BIOFILTRATION CHAMBER 18"X36" ACCESS HATCH BY WEIR/OUTLET BAY 7" TOP SLAB ° �— ELEVATION VIEW OUTLET, 010" OPENING FOR 08" CPEP, NEARSIDE. 10" V-6" 24"x7" CURB INLET WITH 6" OVERHANG TC: �T 32.38' 3.50' [42.00"] I E: 28-C8 28.58' OUTLET, 010" OPENING FOR 08" CPEP. �' III=III=III-_ SURFACE SEAL; NATIVE SOIL OR III-III-� OTHER LOW PERMEABILITY MATERIAL. _ /�� I—I1I =I I I=I I I=I I I=I I I=I =I I I=I I —I I —I I —I I —I I —I I —I I I I —I I I —I —I I —I I GRAVEL BACKFILL FOR DRAINS; =III -III -III —I I—III-III-III=I I=I I=I , , WSDOT STANDARD SPECIFICATIONS, =1 1=III=III—I—I I —I I El I II I II I II I II I I 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. TOP OF WASNINC�tS1 fl_Ff °•p 46416sv� OA�&GISTERE9 �sSIONAL will d UNIT ID WQ #1 BPS-461B-SI Treatment Flow Rate 33.4 gpm / 0.074 cfs BYPASS WEIR/OUTLET BAY 18"X36" ACCESS HATCH r UNDERDRAIN ORIFICE CAP RIGHT END VIEW Bioretention, Biofiltretion NOTES: 1. DESIGN LOADINGS: A. 300 PSF PEDESTRIAN LOADING. B. ASSUMED WATER TABLE = 5' 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, \\ \ \�\\\/X \ \\ /\\\ /COMPACTED TO 95% (MIN). SUITABLE \\N, \ \ j N \ j\ \\\\ SUBGRADE ELEVATION NATIVE STRUCTURAL FILL MAY BE USED/ FOR TRENCH BACKFILL IF COMPACTION \X\ \ CAN BE ACHIEVED AS APPROVED BY THE G EOTEC H N I CAL ENGINEER \j\�\\ "N' \ N, N, j \/\\\ �\ \ GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. \ \\ 9-03.12(3), 95% COMPACTION. 0 O x Ln ED 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. TRENCH WIDTH PER WSDOT 2-09.4 PIPE TRENCHING NOT TO SCALE 0 0 6" MIN PIPE AS SPECIFIED ON PLAN OR SPECS DRILL & TAP %" -11 NC HOLE FOR STAINLESS STEEL SOCKET HEAD CAP SCREW (TYP.) LETTERING: ("STORM") RAISE - 1/2" WIDE BORDER 1 1/2" 10" 9„ 8-3/4" 1/2"1-1/4" r 5/8 2n + " 4„ N7 \ 7 2-7/8" 7-3/4" $n 15" CAST IRON RING AND COVER CLEANOUT NOT TO SCALE 1 / Civil Engineers 001 ASI-001 CJ 9/27/22 DT"'�Di ■ shucNralEngineers T.L. HORIZONTAL' NAD 1983/1991 — e�e��A n11eLt 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET C"rsmunlyFianners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. Q © O teeds"ney°rs 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. "eighb. 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM AT FULL SCALE TACO MA S EATTLE 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 TE 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_ V-6" 6" 12" 0 FIBRE JC PACK 6" PERFORATED ORb SLOTTED RIGID PVC PIPE 1 FRENCH DRAIN NOT TO SCALE 45- (1/8) BET` 18" RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. PROVIDE CHERNEY PLUG -3/4" ===s � I PLUG TO BE SEALED IN II lip SAME MANNER AS MAIN STORM JOINTS 24" M I N U T Q J T N rr n R-420015 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STORM DETAILS CI1J G Q 0- a = DATE: 03/28/2023 FIELDBOOK: PAGE:Ir LU P- DRAWING NO: C5.20 a SHEET: OF: 48 Ln T 'T^ C) 0 T N H H T N Q J H H T N rr n U) Z W rr Q n Q W 17 rr W Q ►� V ) I- z LU 75 I- In r) LU r2 V i rr LU I- Q W a z w 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 (NTS) AOD• STD. PLAN - 267.00 PUBLIC WORKS SURFACE WATER STANDARD PLANE eas:�by:144 DEPARTMENT NOTES (1 OF 2) artin Pastucha8/13/2020 nnarr" Pasmcha DATE &&1@4RI3WB44®D... 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: • 4-81NCH 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 (NTS) STD. PLAN - 267.10 P"RI) PUBLIC WORKS SURFACE WATER STANDARD PLAN MRA1$N§lied by: DEPARTMENT NOTES (2 OF 2) artin PastuchJ/13/2020 Martin Pa,I R 6B80ZAFD9&&4"D... DATE !' SST o W OF 1iASgINC�tS1 �� ISTERE9� ssIONAL will d" RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. R-420017 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CiNlEngineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: � DATE` 1 Sbudu2lErgirreers T.L. HORIZONTAL- NAD 1983/1991 ' CITY 01- WATERSHED APARTMENTS 03/28/2023 ®R ��eA „�� 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET Co o,u vPlenmws 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N.� CONSTRUCTION DRAFT SET FlELDBOOK: a d$ONey°� 004 GRADY WAY STORMWATER REVISIONS CW 12 26 23 TS DRAWN: RENT 0 N PAGE. © O / / J.N. ONE INCH DATUM ' DRAWING NO: Know whais below. Neighbors 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: I AT FULL SCALE T A C O M A • S E A T T L E DT Planning/Building/Public Works Dept. STORM DETAILS C5.40 IF NOT ONE INCH Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY SHEEP: 17 OF: ^ O y 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R 48 N U T N J T C1 z LU G Q n a 0 LU 2 Ir LU I - a ►i 0 N It O i W z CW G Q n Q 0 W 17 rr W Q a Z a w rM I ; FG: 31 G PROPOSED CENTER OF BUS SHELTER FOUNDATION= C7.40 STA:11 +04.50, 40.59' LT' c 5 0, I�iOH) P(OH) P(OH) P(OH) P( ) P(OH) 0 ti '�'i 6C C7.30 PROPOSED SIDEWALK G: FG :` 10+00 Qra��3� Know what's b@IOW. Call before you dig. TOP 2 CURB AND GUTTER C7.30 - N 175758.14 E 1300554.78 _yZS �y�� OF 11A3 �C •(1' I STERF'9 ��ssIONAL E��ti QP/3q/IQ" TC:31.26- ( - - _ FL: 30.76 . FG: 30. 1-y 9 LF 12" DI CL52 @ 9.00% IE:27.43 12 ( E) A,Sc OTC(' �F� ST° \ s'' tic s c ctis s�yF�F`F��?� tiF iF`\ �6 • �� S• RECORD NOTE FG: 31.07- DRIVEWAY CL STA:11 +51.18, 29.89' LT EX CB# 6 RIM: 32.22 IE: g8.24 12" (S) IE: 8.24 12" (NE) 1 L 12" DI CL52 @ 0.93 0- ��-c-G-c-cc .3 /EX CB# 5 0� RIM: 31.53 ov - su - SD..--SD.- v U G - SDSDSD SD -SD ��-5 ft13+00 7/71 6 35 30 25 20 Jw _ EX MHO CITY � SINGLE WHITE STRIPE ,/ n s� A: 20+00 �� G 2 NEW CROSSWALK STRIPING 954,�0 EC7.40 1 1.71 AEG: 31.59 �IJ ILJI � ------------------------- a(�G °.S LILI LJLJ LJLJ P(uG S� ) cG/mil-�� ° Pp2 � CROSSWALK NG (TYP.)7.40 °° y°gyp 04 ko ti JGY .0 . ,. S. GR, (PUBLIC I . o01 o s � � 01, i 4F STOP BA R 03/26/2024 11 +00 11 +50 12+00 12+50 13+00 13+50 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. Civil Eigineen 001 ASI-001 CJ 9/27/22 DT SURVEYED: sca.E: 1 ShucNraiEngirieers T.L. HOR ONiAL: VERTICAL NAD 1983/1991 - ��-p�k,G,;r.rs 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET caamuaiyaiaaaers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. O � 'I^°S-y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. � �hyma ONE INCH DATUM 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE T 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 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL 2a OF RENTON Planning/Building/Public Works Dept. LEGEND --- -- -- -- -- -- -- -- -- -- --- EG EXISTING GRADE ELEVATION FIG FINISHED GRADE ELEVATION FL FLOW LINE ELEVATION TC TOP OF CURB ELEVATION OR X� GRADE/SLOPE ...X EXISTING MAJOR CONTOUR -XXX- - 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 .p. DUTY C7.30 .; . CEMENT CONCRETE -HEAVY DUTY HMA CL�" PG 64-22, MATCH EXISTING -{- -I- 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. 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. 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 T T O O N u T Q J T U) IN COMPLIANCE WITH CITYRF42OO S ANDARDS � WATERSHED APARTMENTS CONSTRUCTION DRAFT SET 75 Cn GRADY WAY AVENUES. ROAD AND PAVING PLAN W a Q W DATE: 03/28/2023 = FlELDBOOK: PAGE DRAWING N0: C7.00 Q SHEET: OF: 27 48 O N It i W I- C/ / z w Q Q 0 w rr w Q ��. � FL'_30 50 %rl RP a OVER EAD POWE�2 8 \ c STA:13+00 = STA: 20+0 j, ; . -. Q 175 5 r FG: 31.23 1 • ��. FG 31.10 " _ i \ TC:30. FL: 30. 3: - G G G \GO G- G 'G G G 4.30 1.71 1.71 1 EXISTING P AND �\ PEDESTRIAN USH BUTTON TO REMA 30, D 0.63% C 1B IE: 27.93 8" (N) o \ / IE: 27.5118"(SWR \ : 27.51 12' (NE) 28.01 27.33 27.43 M O D 1" 18" 1 (0Nd 35 ME 25 20 ,A• _. . ; • _ :: `��l�I airy - �� ! Sul 11 , . - �..��.. , 1 . � 1 r , i � �, 1 1 • SD SD S() S 5 9 TC: 30.13 G iG G G o I L EF#. 6 'T-G G-G-G-�-G G-G- \ N 176165.67 w w I4 -I w �I - / h q E-t300787.1113-w - w w w DRIVEWAY CL 1' T(OH) ... . T(10H)., .. STA:21 +74.03, 21.50LT - e �. ° ° SEE CHANNELIZATION PLAN - o M FOR PAVEMENT MARKINGS M CB - - SOLID LID, TYPE 1 RIM: 30.33 IE: 27.13 (S), 27.07 (N) 18" (EXIST) IE: 27.22 12" (NW) D-SD� \ CB# 1, 60" TYP = 2 STA IE: 26.78 18" (E 0 t � .rr-vzTF 13+31.68, 42.11' LT (EX) 26.55 REL CATE A GRATE IN FLOW LINE IE:�&24" (S 8 24" ( ) 26.44 ADJ ST RI - RIM: TO FINISHED GRADE .66 -- EX CB# 4, EXISTING TYP 1 STA ^^ 1 88^^ nn 62' 1 T 1 +88.83, 26.93' LT RIM:29.97 30.78 IE:27.41-12"(E) 26.28 24" NE) �EI7TE RL EXISTING GRADE AT EXISTING FLOWLINE PROPOSED GRADE ATFUOTVEINE - - - - - o EXISTING GAS EXISTING 18" WATER MAIN SIZE 12-INCH WATER MAIN, @ AT ROAD CENTERLINE WATER MAIN CENTERLINE. EXISTING GRAD AT EXISTING FL WLINE AT PROPOSED FLOW LINE WP C5 M LL W(D 0) rn00 M N 0(D w r-- Q0 rn N BCD LL w � N C0 U_ w to 00 `° rn N 00 LL w 00 0? rnrn C N 00 LL w o O o9 N BCD LL w to O W L_ LLW LL LLL 20+50 21+00 21+50 22+00 22+50 99 30 I9 20 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. U -5 -10 N M C W 0+46.13 040/�1�11 LEGEND EG EXISTING GRADE ELEVATION FG FINISHED GRADE ELEVATION FL FLOW LINE ELEVATION TIC TOP OF CURB ELEVATION OR X:X GRADE/SLOPE EXISTING MAJOR CONTOUR - -XXX- - 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 TANDARD 3 C7.30 EAVY DUTY -CH EXISTING 1AN USHED >E. ,HMAZ"PG QUIRED AT ENT AREAS. 0+40 0+30 0+20 0+10 0+00 1 IN Cml Engineer 001 ASI-001 CJ 9/27/22 DT suRVEYED: SCALE: SWctual Engineers T.L. VERTICAL: NAw 1988 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1983/1991 _ LandsrapeArchdects DESIGNED: Com ,1yPlanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. 13'Hj Unds-yo. 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. Neghbars ONE INCH DATU M Know what's below. 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL SCALE TACOMA • SEATTLE DT IF NOT ONE INCH Call before you dig. 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 RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. A0% CITY OF PRI vamff RENTON Planning/Building/Public Works Dept. 5 to] W, U T Q J R-420019 IN COMPLIANCE WITH CI FSTANDARDS � WATERSHED APARTMENTS CONSTRUCTION DRAFT SET WILLIAMS ROAD AND PAVING PLAN CW G Q Q 0 LU DATE 03/28/2023 = FIELDBOOK: PAGE: � DRAWING NO: C7.10 Q SHEET: OF: 28 48 O O N It O w PROPOSED BUILDING EDGE JRFACING PER )SCAPING -1.5% - - - - - - - - - - I I II I 9.0' - CEMENT CONCRETE SIDEWALK PER COR STD PLAN 102. ROW DEDICATION VARIES PER PLAN 8.0' CURB AND GUTTER PROPOSED PER COR STD PLAN AMENITY 103 STRIP 2-INCH OVERLAY 1:12 MAX HMA CL 2" PG 64-22 ---- -2.1% 46.2' PROPOSED EXISTING ROW ROW LINE I I LINE I I SOUTH GRADY WAY SECTION SCALE: 1 "=5' H i1: / 10 of .41 FAG: 31'.08�� / / FG:30.85� IS ��- / � FG:3r,.81 / FG: 30.81 5.0', o� PE_RFED TI FG: 30.90. '01SDO FG: 31.11-\ FG: 31.04-\ , / ///� ,� L� 13. 7' FG: 31.07-,**,\ i FG:31.07-,,, �- TJ, 2 PERPENDICULAR�� C7.50 ,r, PER WSDOT STD FG: 30.477 ff GL 2-INCH GRIND AND OVERLAY Q HMA CL -1" PG 64-22 EXISTING GRADE < I 0 EXISTING ASPHALT TO REMAIN OC/) 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. 10 - SD - SID ID T(UG)TT GT(U / T(UG) ) G / i FL: 30.26 STA:20+36.24, 14.44' LT / � � G TC:30.97 FL:30.47 FL:30.42 / G/ TC:30.42 / 7 TC:30.47 FL: 30.42 / FL: 30.47 G DETECTABLE WARNING SURFACE PER WSDOT F-45.10-03 (T ) / CURB RAMPCL - - STA:12+93.68, 28.60' LT G �y .. - G /G/ W W - W- W= W- W- W- W- W W- W- W- W- W- W W W- W- W- W- W G W- W- W- W W- 1 99 fin/ ATF_I-` N/ A I N I fir-\ I� �/ G/ CURB RAMP ENLARGEMENT SCALE 1" = 5' --wjSC SD S -`-TC:30.71 - _ �r FL: 30.21 TC:30.21 =FL:30.21 - - - CURB RAMP CL PROPOSED BUILDING EDGE 5.0' ROW DEDICATION SURFACING PER LANDSCAPING PROPOSED ROW LINE 12.0' CEMENT CONCRETE SIDEWALK = PER CITY OF RENTON DOWNTOWN STREETSCAPE DESIGN 0 O STANDARDS AND GUIDELINES U) w D GL z w CURB AND GUTTER Q PER COR STD PLAN NO GRIND AT FULL DEPTH HMA CO 103 EXISTING GRADE Q 2" OVERLAY HMA CL 2" PG 1 � PROPOSED GRADE � HMA CL -1" 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 / r G p(UG) PiUG) P(UG) P(UG) Pi / / TC: 30.57,, G/G / BC: BC:30.000, EG:30.48 TC:31.010 TC:3051 11 BC: 3/ I . yr ArGCJ • 0 2-INCH GRIND AND OVERLAY, HMA CL -1" PG 64-22 EXISTING SUBGRADE TO REMAIN EXISTING SUBGRADE TO REMAIN /o -%1/ 0 TC: 30.16 29.66 PARALLEL RAMP PER WSDOT STD PLAN F-4Y12-03 EG: 31.52 EG: 31.61 EG:31.85 P(UG) P(UG PNG)-�tP(134 on_ P(t BC:30.69 �"G�31.71T(0UG SL 1.51 T(UG) T(UG) T(UG) TNG) - T(UG) TiG) I T(UG) T(UG)TT( G) - o) l�) 90 y I 4G) T( FG: 31.57ucrruc' c O )- r(uT(UG) r(uc) (LIG) 4.0' o00 { UG T(UG) T(uc I CURB RAMP CL 7•04% 1.44 BC: 31.79 I I STA:20+77.22, 30.78' RT BC: 30.63 if 32 F -------- __________ ITC:31.55 -1.61 F TC: 30.69 I IE f EG:31.19�---------------I---------------- - /�� 1 �� `_ .� EG. 31.58- - - - - - -- �� ` CURB RAMP ENLARGEMENT (EAST) T NOT TO SCALE uc) 1'■ -Englne- 001 ASI-001 CJ 9/27/22 DT SURVEYED: Structural Engineers T.L. _ La,dsc pP *A hits 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: Com ;vP0ne 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. LWS-y- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. - Know what's below. Neighbors 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: TACOMA • SEATTLE DT z Call before you dig. 2215North 30thStreet,Suite 300,Tacoma, WA98403 253.383.2422TEt N0. REVISION BY DATE APPR APPROVED: laJ 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL J TOP OF WASgINC�tS1 46416sv� O d�CISTERE9 ��ssI0 AL OS/2//IO" SCALE: _ PER SHEET HORIZONTAL NAD 1983/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. • CITY OF [;%Rl RENTON Planning/Building/Public Works Dept. , u H H T IN COMPLIANCE WITH CITYRFRENTON 42OO2ONDARDS U) WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STREET SECTIONS & CURB RAMP ENLARGEMENTS Cw G a Q LU DATE: 03/28/2023 = FIELDBOOK: PAGE: DRAWING NO: C7.20 Q SHEET, OF: 29 48 O O N It I I W VJ 1— z 5W G 1— ^Q^ n Q 0 W �_ Cl) rr W CEMENT CONCRETE CURB & GUTTER (SEE NOTE 3) DEPRESSED MONOUTHIC CURB & GUTTER (SEE DETAIL THIS SHEET) TYPE C28 - ISOMETRIC VIEW (COMMERCIA--, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/8" joint f111er along the driveway lane lines FACE CF CURe (see std. plan 102). Construct expansion Joints parallel with the SEE .C_ SEE DEFREBSED C-A DETA4 centerline as required at 15' maximum spacing when driveway CONTRAC- ON FONT a 1rr PAN 102 - ON r.a seer widths exceed 30'. li our. r h \ - ur R. Too OF ROADWAY 2. 3. See std. pion 102 for sidewalk details. Curb and gutter shown, other curb designs may be specified. See aid. plan 101 for curb details . tl 4 Not used. - -I 5. The engineer will design all driveways to Indude elevations at all MGM ORNEMY LONGITUDOOL EXPANSION points marked with symbol •X'. All elevations are at the back of 1D OLIMALL BE FULL IDEFFTH DEPRESSED ONOLfiH1C CURB & OUT -TER DETAIa. MA curb top on uphill side. 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see WA plan 102) shall be spaced as shown In the corresponding Isomeric view. 8. Slopes shali comply with sections R303.2,1 or R303.2.2 or FACE OF ADJACENT CURE R303.2.3 of the Revised Draft Guidelines for Accessible Public ' �- 1• Rigbts-of-Way ufNovember 23, 2005 (PROWAO). f" 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis. 1'R/ 'y.---GUTTER SURFACE - r - :- j. 10. STREET STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 6 STR EET AN D UTI UTY STANDARDS Section 4."60STREET STANDARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) _ Title IV Development Regulations CliriveWOy Emirriple: TYPE C18 CHAPTER 4 R=ResWenttal C-CorrmordY -- 1 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Numbwof Lonea - 1 Section 4-4-M PARKING, LOADING AND DRIVEWAY (►AX4 LaneComimmet) l REGULATIONS R=6u1Tsr(PlarfingSlrp) BarcAoautier PUBLIC WORKS CEMENT CONCRETE DRIVEWAY STD. PLAN — 104.2 DEPARTMENT ENTRANCES — NOTES AND DETAILS t1i"" S c CEMENT CONCRETE DRIVEWAY ENTRANCE NOT TO SCALE FACE OF CURB 6 1/2' ,5 112" 1" 1/2" R. 1" R. 1:24 1 1 TOP OF 1/2" R. ROADWAY T � r CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 12"R. ROADWAY 1 _ tD 1'-6 DEPRESSED CURB SECTION AT SIDEWALK RAMPS • p PREMOLDED • JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6' CEMENT CONCRETE 1/2" R. 1 R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO S r 31B"PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 1/2" ' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF r r 1• 12•R• ROADWAY 2" I 1 in y 1 6' DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB 6 1/2 _5 12" 1" 12" R 1" R. 1 1 " � TOP OF ROADWAY r 1 6 114" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN — 101 a PUBLIC WORKS CEMENT CONCRETE CURBS it DEPARTINIENT CEMENT CONCRETE CURBS NOT TO SCALE OF 1fASgINC�tS1 46416sv� 0A�"GISTERE9 �ssIONAL OS/2//IO" Civil Engineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: =1 Sn ct°rar Engineers T.L. VERTICAL: NAVD 1988 R 4g002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET HORIZONTAL: NAD 1983 1991 _ tends�P"n,�naecm C°m kvP0nners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. O LWS-M. 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. meign°°rs 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM Know what's b@IOW. AT FULL SCALE T A C O M A S E A T T L E DT IF NOT ONE INCH C a I I before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O • REVISION BY DATE AP P R APPROVED: ACCORDINGLY W 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL J 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS SCORE LINES TO BE RADIAL TO CURB AND GUTTER A + W 1 1 1/2"X4" EXPANSION MATERIAL ; 1/4"R AT JOINTS 1/4"/FT. SLOPE ` 1 /2"R "W"—WIDTH OF SIDEWALK 1/2"X5" EXPANSION MATERIAL CURB RETURN ONLY 4" 1 '— PAVEMENT AS PER PLANS STANDARD CEM. CONC. CURB AND GUTTER SECTION A —A NERAL NOT 1/2"X4" EXPANSION MATERIAL 1/4"R AT JOINTS A SCORE LINES B CEM. CONC. CURB AND GUTTER B 1/2"R 1/4"/FT. SLOPE 4.. 1 /2"R PAVEMENT AS PER PLANS JPARKWAY STANDARD CEM. CONC. CURB AND GUTTER SECTION B—B SEE SHEET 2.5.1 FOR ROADWAY DEVELOPMENT STANDARDS JOINTS: DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN to- C/C. THEY SHALL NOT BE LESS THAN 3/16- IN THICKNESS AND SHALL BE EXTENDED 2' BELOW THE GUTTER LINE. 1/2' THRU JOINTS SHALL BE PLACED AT ALL COLD JOINTS AS DIRECTED BY ENGINEER AND $HALL EXTEND 1' BELOW CONCRETE, WHERE THE SIDEWALK IS TO BE PLACED AGAINST THE CURB AND GUTTER, THE JOINT SHALL BE A COLO JOINT. 1/2•X 5' EXPANSION MATERIAL SHALL BE PLACED FROM P.C.'S TO P.T.'S AT ALL CURB RETURNS. 1/2•X4" EXPANSION MATERIAL SHALL BE PLACED AT EVERY FOURTH SIDEWALK PANEL. THE CONCRETE MIX FOR SIDEWALKS SHALL CONFORM TO THE REQUIREMENTS OF CLASS B (3/4") WITH AIR ENTRAINMENT. THE CONCRETE SHALL HAVE A BROOM FINISH WITH ALL EDGES HAVING A 2 1/2" TOOLED FINISH. SUBGRADE COMPACTION SHALL BE 90% (MODIFIED PROCTOR). TYPICAL SIDEWALK NOT TO SCALE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. OCITY OF R RENTON V4397 Planning/Building/Public Works Dept. TYPICAL SIDEWALK SY p ADOPTED v CITY OF RENTON t �_ + STANDARD PLANS LST DATE: 04/04 nW(: NARAF• mm CP PArP"- FOr)7 LO LO T C) N ON H H T J T N n� R-420021 I U) IN COMPLIANCE WITH CITY OF RENTON STANDARDS � WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STREET FRONTAGE DETAILS CW G a Q W DATE: 03/28/2023 = FIELDBOOK: PAGE: DRAWING NO: C7.30 � SHEET: OF: 30 48 O O N I Q I 0 W I— VJ I— Z W 75 l— rr Q n Q 0 W 2 C� W I — 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. 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. TM11N 11'DEPTH OF EXISTING PAVEMENT IMIN VARIES �{ MIN I MIN 2" SAWCUT AND REMOVE J OR PLANE, SEAL WITH AR-4000W (EACH SIDE) �. 2" HMA SAWCUT AFTER BACKFILL (EACH SIDE) 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 NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08.3(1)8 TRENCH WIDTH 2" - 6" MIN. HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 957 MODIFIED PROCTOR. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PIPE ZONE BEDDING. MATERIAL- SEE STANDARD PLAN 110.1. FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR' PIAN - 110 19 PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I) PR ED. DEPARTMENT PAVEMENT WITH OVERLAY /d TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT NOT TO SCALE 9,-8" 1 9-490 I 7$—o» 11 9-490 P ; a r a 1/4"°CONCRETE a i SCORE LINE (TY0 a 4, a ai a a i < i i 4 Q ° a Q 4 1 a a 1 ° a a i 4 a a i a a ° is B21 FOOTING DETAIL 5 SCALE: NONE --- METRO B-21 FOOTING NOT TO SCALE CONCRETE SCORE LINE CURB LANE 3"MIN.(TYP.) CONCRETE GUTTER TIRE ANE LINE LANE CENTER IN LANE TIRE CENTER IN LANE 24" (TYP. ) —TIRE TRACKS ANE LINE CURB LANE l o' P((TYP.)—STRIPE 8TYP.)—OPEN B"(TYP.)--STRIPE .,I —TIRE TRACK * 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. tiz� o + PUBLIC WORKS �N�p$ DEPARTMENT THERMOPLASTIC/PAINTED CROSSWALK 1 THERMOPLASTIC PAINTED CROSSWALK NOT TO SCALE 4 4 4" SQUARE SHELTER LEG In a i ° UFER GROUNDING PER D111 STUBUP LOCATION i ° FOR B—SERIES FOOTING, EXCEPT FOR THE B30 SERIES FOOTINGS 4" SQUARE SHELTER LEG a I STEM WALL - ° UFER GROUNDIN PER D111 STUB LOCATION FOR E SERIES FOOTING 4 1 /2" TYPICAL LEG DETAIL TYPICAL LEG DETAIL @ CORNER FOR B—SERIES FOOTING @ CORNER FOR 630 (EXCEPT B30 SERIES SERIES FOOTING TYPICAL LEG DETAILS FOR B—SERIES FOOTINGSri SCALE: NONE !' TOP OF WASgINC�tS1 46416 sv� O Z�GISTERE9 ��ssI0 AL will d" N Civil Eigineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: =1 SWGuralEngieers T.L. VERTICAL NAw 1988 83/1 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT PER SHEET HORIZONTAL NAD 1883/1991 LandsrapeArchitecfs DESIGNED: CammunityPlanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. �\ O andSu eo 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN: J.N. "e1g°°ara 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INC H DATUM Know what's below. AT FULL SCALE TACOMA • SEATTLE DT IF NOT ONE INCH z Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R �P SCALE ACCORDINGLY z 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425 TEL FOOTING DIMENSIONS FOOTING TYPE SHELTER FRAME TYPE LENGTH 'A' WIDTH 'B' SLAB THICKNESS 'T' B11 PER PLAN 9'-8" 7'-0" 7 1/2" B12 PER PLAN 18'-0" 7'-0" 7 1/2" B13 PER PLAN 129-899 9'-890 7 1/2" B21 PER PLAN 9'-8" 4'-4" 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" 1492 B31 F31 OR F51 9'-0" 4'-490 14" B32 F12 17'-491 6'-499 7 1/2 $1 B32 F13 12'-0" 9'-0" 7 1/2 of B32 F14 17'-4" 6'-491 7 1 /2" B32 F22 OR F52 17'-419 4'-411 14" B32 F32 17'-411 4'-4" 14" GENERAL NOTES: 1. "11" 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 It TO ASSURE PROPER DRAINAGE OF SURFACE WATER. 3. JOINT PER DET/D� 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 DET 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. RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF [;RENTON Planning/Building/Public Works Dept. T Q J H H T Ir n R-420022 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS � WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STREET FRONTAGE DETAILS CW G a 0- W DATE: 03/28/2023 = 0 FlELDBOOK: PAGE:It LLl DRAWING NO: C7.40 Q sHEEr. OF. 31 48 0 0 N I LU Z UJ G rr Q n Q 0 LLJ 2 U) rr LLJ Q ►� 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. A A I A J B D 1 4 0 - TRUNCATED DOME SECTION O TRUNCATED DOME SPACING 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" E FOR COLOR OF SURFACE TRUNCATED DOME DETAILS Of 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 DETECTABLE WARNING SURFACE (DWS) SEE NOTE 3 sa::::::......... 2'- 0" MIN. TYP. OF ALL . .................. ..•••... APPLICATIONS _ MATCH TO WIDTH OF CURB RAMP, CURB AND GUTTER _ LANDING, CUT -THROUGH OR WALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING r WALKWAY WALKWAY WIDTH OF CUT - THROUGH (TYP.) J a• w DETECTABLE WARNING o SURFACE (DWS) SEE NOTE 3 CURB RAMP Z BACK OF CURB 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 W 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 J J w 0 0 J z w M Q 0 LANDING GRADE BREAK - SEE CONTRACT PLANS - 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE NOTE 5 FLARE (TYP.) 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 GRADE BREAK / CURB, OR CURB AND GUTTER -_7 SEE NOTE 4 FACE OF CURB MEASURED PARALLEL TO CURB (TYP.) SLOPE TREATMENT - SEE STANDARD PLAN F-30.10 A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP WIDTH -- SEE CONTRACT PLANS I LANDING I GRADE BREAK CURB RAMP SEE CONTRACT PLANS - CEMENT CONCRETE 4' - 0" MIN. SIDEWALK - SEE NOTE 5 \ I ?' I PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) SEE CONTRACT PLANS - 4' - 0" MIN. 3/8" EXPANSION JOINT (TYP.) - SEE I CURB RAMP STANDARD PLAN F-30.10 I GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) - E:....:.. * * SEE CONTRACT PLANS CURB, OR CURB AND GUTTER 4 DETECTABLE WARNING SURFACE SEE NOTE 4 B SEE STANDARD PLAN F-45.10 r FACE OF CURB DEPRESSED CURB AND GUTTER - 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 I 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. 2'- 0" 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 "1 (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, ,, 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include the 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, PEDESTRIAN CURB - SEE NOTE 4 I7DETECTABLE 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 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 LANDING CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) SEE STANDARD PLAN F-45.10 4'- 0" MIN. P.) GRADE BREAK SEE CONTRACT PLANS COUNTER SLOPE - GRADE BR5.0% MAX. o TOP OF ROADWAY 7LAK ICURB RAMP DEPRESSED CURB ANDGUTTER - 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 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.) BACK OF CURB - BACK OF CURB SEE NOTE 2 z SEE NOTE 2 a z MEDIAN CUT -THROUGH SINGLE DIRECTION CURB RAMP DETECTABLE WARNING o N 2 z (GRADE BREAK BETWEEN CURB AND SURFACE (DWS) -' LANDING > 5 FT. FROM BACK OF CURB) SEE NOTES 3 & 6 io WIDTH OF SHARED - (SEE NOTE 5) USE PATH OR WALKWAY CURB RAMP Lo CURB RAMP 2'- 0„ MIN. LEGEND DIRECTION OF TRAVEL WALKWAY --I LANDING WALKWAY WIDTH OF CUT -THROUGH Au 30 2021 BACK OF CURB - DETECTABLE WARNING SEE NOTE 2 WIDTH OF SURFACE (DWS) - SEE NOTE 3 LANDING PARALLEL CURB RAMP (SEE NOTE 6) PATH OR WALKWAY PEDESTRIAN RAILROAD CROSSING DETECTABLE WARNING SURFACE NOT TO SCALE Know what's below. Call before you dig. Lq g, (TYP') SHARED -USE PATH OR DETECTABLE WARNING ROUNDABOUT SPLITTER Y WALKWAY SURFACE ISLAND PAVEMENT 7 SHOULDER STANDARD PLAN F-45.10-03 EDGE / SHEET 1 OF 1 SHEET DETECTABLE WARNING Z SURFACE (DWS) - SEE NOTES 3 & 4 PLACEMENT GUIDELINES SHARED -USE PATH CONNECTION Civil Engineers Snuetural Engineers Landscape Architects O © Community Planners Land Surveyors - Neighbors T A C O M A S E A T T L E 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 001 ASI-001 002 PROGRESSIVE CONSTRUCTION SET 003 UPDATES PER CONDITIONS OF APPROVAL 004 GRADY WAY STORMWATER REVISIONS 005 AS -BUILT REVISIONS N0. I REVISION CJ 9/27/22 DT SURVEvm: T.L. CJ 12/5/22 DT DESIGNED:. J.N. DT 1 /27/23 DT CW 12/26/23 TS DRAwN. J.N. AA 03/26/24 TS CHECKED: DT BY I DATE I APPR TOP OF WAsgjN -.fir 7'E I ST16 V ��SSIONAL E��1 01�/1//Z0�1 SCAM* PER SHEET HORIZONTAL NM 1A983/1/1991 ONE INCH DATU M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF 1;%R] RENTON Planning/Building/Public Works Dept. 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 WA a J 0 n 28680 �c1 STL�� Digitally signed by R. Scott Zeller Date: 2020.09.22 13:3:23:53-07'00' 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 Washington State Department of Transportation u R-420023 IU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS Z WATERSHED APARTMENTS CONSTRUCTION DRAFT SET STREET FRONTAGE DETAILS Cw G Q 0- Q 0 UJ = DATE: 03/28/2023 FIELDBOOK: PAGE: LU � DRAWING NO: C7.50 SHEET: OF: 32 48 o ABBREVIATIONS GENERAL NOTES CV ABV ABOVE NIC NOT IN CONTRACT 1. PLANTING SHALL CONFORM TO ALL RENTON CODE REQUIREMENTS, INCLUDING PRESERVATION It ADJ ADJACENT NO NUMBER OF ADEQUATE INTERSECTION SIGHT DISTANCE LINES/ TRIANGULAR AREAS. 6 ALT ALTERNATE NOM NOMINAL � ALN ALIGN 2. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. NTS NOT TO SCALE 0 APPRX APPROXIMATE 3. INSTALL AUTOMATIC UNDERGROUND IRRIGATION SYSTEM AS SPECIFIED IN ALL NEW AND w ARCH ARCHITECTURAL OC ON CENTER RENOVATED LANDSCAPE AREAS. ASPH ASPHALT OD OUTSIDE DIAMETER ASTM AMERICAN SOCIETY FOR TESTING AND OH OVERHEAD 4. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, SPECIFICATIONS MATERIALS AND NOTES. PA PLANTING AREA BIO BIO-INFILTRATION PC PORTLAND CEMENT/PRECAST CONCRETE 5. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO INSTALLATION. ANY PLANT MATERIAL QUANTITIES LISTED ARE FOR THE CONVENIENCE OF THE CONTRACTOR. BM BENCH MARK PL PROPERTY LINE ACTUAL NUMBER OF SYMBOLS SHALL HAVE PRIORITY OVER QUANTITY DESIGNATED. THE BLDG BUILDING POLY POLYETHYLENE CONTRACTOR SHALL BE RESPONSIBLE FOR COUNTING THE TOTAL NUMBER OF PLANTS U) BO BY OTHERS PT PRESSURE TREATED INDICATED ON THE PLANS AND ESTIMATING GROUNDCOVER QUANTITIES. BOT BOTTOM PVC POLYVINYL CHLORIDE BS BOTH SIDES QTY QUANTITY 6. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES, Z QUAL QUALITY SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, HYDROMULCHES AND LjjC FLATTED GROUNDCOVERS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: G CAL CALIPER PLANTING OF ALL PLANT MATERIALS; THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS; CB CATCH BASIN RAD/r RADIUS THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT CFCI CONTRACTOR FURNISHED RD ROOF DRAIN MATERIALS UPON THEIR ARRIVAL AT THE SITE. Q CONTRACTOR INSTALLED REBAR REINFORCING BAR 0- Cl CAST IRON REF REFER OR REFERENCE 7. SEE SHEET L0.1 FOR TREE RETENTION PLAN Q CIPC CAST -IN -PLACE CONCRETE REINF REINFORCED / REINFORCING 8. SEE SHEETS L1.0 - L1.2 FOR MATERIAL PLAN AND DETAILS 0 CJ CONTROL JOINT REM REMOVE w CL CENTERLINE REPL REPLACE 9. SEE SHEETS L2.0 - L2.3 FOR PLANTING PLANS AND DETAILS CLR CLEAR REQD REQUIRED (� CMU CONCRETE MASONRY UNIT REV REVISE / REVISION 10. SEE SHEETS L3.0 - L.3.3 FOR IRRIGATION ROW RIGHT-OF-WAY LINE CO CLEAN OUT 11. SEE SHEET L5.0 FOR SPECIFICATIONS Lij COL COLUMN CONC CONCRETE SCH SCHEDULE Q CONST CONSTRUCTION SD STORM DRAIN CONT CONTINUOUS SECT SECTION GENERAL SYMBOLS LEGEND CP COORDINATES POINT / CENTER POINT SPEC SPECIFICATION CTR CENTER SQ SQUARE SS SANITARY SEWER / STAINLESS STEEL - - PROPERTY LINE / RIGHT-OF-WAY DBL DOUBLE ST STONE DBH DIAMETER AT BREAST HEIGHT STA STATION OVERHEAD BUILDING OR CANOPY DEMO DEMOLISH / DEMOLITION STD STANDARD DET DETAIL STL STEEL EXISTING STRUCTURE DIA DIAMETER SYM SYMMETRICAL DIM DIMENISION SHT SHEET DS DOWNSPOUT STRUCT STRUCTURAL PROPOSED STRUCTURE 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 GRAPHIC SYMBOLS LEGEND FOW FACE OF WALL VOL VOLUME FS FINISHED SURFACE FTG FOOTING XFMR TRANSFORMER FURN FURNITURE/ FURNISHED I I AREA OF ENLARGEMENT & AND ( I < ANGLE GA GAUGE @ AT GALV GALVANIZED CENTERLINE GC GENERAL CONTRACTOR R PROPERTY LINE GND GROUND DIAMETER oo DETAIL REFERENCE GV GATE VALVE PLUS OR MINUS # NUMBER HOR HORIZONTAL XX HR HOUR 00 ELEVATION HT/H HEIGHT / HIGH HVAC HEATING, VENTILATING & AIR CONDITIONING XX SECTION ID INSIDE DIAMETER 00 INCL INCLUDING INFO INFORMATION INT INTERIOR REVISION NUMBER MAS MASONRY MAT MATERIAL MAX MAXIMUM REVISION CLOUD MECH MECHANICAL MED MEDIUM MET/MTL METAL MFR MANUFACTURER MH MANHOLE MIN MINUMUM MISC MISCELLANEOUS MIX MIXTURE N NORTH N/A NOT APPLICABLE RECORD NOTE 04/25/2024 Civil Engineers THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 4 PERMIT REVISION V.1 E.H. 7/29/22 SURVEYED: INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS =1 s,,°°'°rs'E °ee`s T.L. La°ae°apeAmhhe� 5 PERMIT REVISION CORRECTIONS V.2 E E.H. 1/18/2 DESIGNED: 0 m INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT 6 PROGRESSIVE CONSTRUCTION SET E.H. 12/07/22 M.S. RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS C°'nm°°i"P1an° ■ a°°$ONeY°rs 7 CONSTRUCTION SET MS 4/03/2 DRAWN:E.H. d� WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT O � AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT "e1gh°°rs 8 AS -BUILT REVISIONS MM 04/25/24 CHECKED: Know what's below. ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E A T T 98 E C.S. i200SiihAveu`ees tete 300, Tacoma, WA 98403 1620,Seatte,WA98101 2"2":?4z5TE� NO. REVISION BY DATE APPR APPROVED: Call before you dig. ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 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 L1.2 MATERIALS DETAILS L2.0 PLANTING PLAN AT GRADE L2.1 PLANTING PLAN LEVELS 2 AND 6 L2.2 PLANTING DETAILS L2.3 PLANTING DETAILS L3.0 IRRIGATION PLAN L3.1 IRRIGATION PLAN LEVELS 2 AND 6 L3.2 IRRIGATION DETAILS L3.3 IRRIGATION DETAILS L4.0 PROMENADE EXHIBIT L5.0 SPECIFICATIONS 10T."VOITOMMAYW2 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 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M O Wgs7 �P�o R . S / f Doti O cq PE ARG 04/26/2024 CITY OF RENTON 1-`R ikov Planning/Building/Public Works Dept. R-420024 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT LANDSCAPE COVER SHEET DATE: 03/28/2023 FIELDBOOK: PAGE: DRAWING NO: L0.0 SHEET: OF: 34 48 Ln T T LO O O T N , u H H T N Q J M o °—° °—o,o o /EXI NG BUILDING / ------- --- NJ \ -- --1� ——---------------- _` CD — — — -- — — — = — ./ SS(REFi c IJI POWER Le w O F W/ L IN. 0 w a w—w O � w—w—wWmI � f F p SD — 0 o �\ I EDGE OF o ASPHALT I / I I j K I0 I N / / 75 /Lij o a \ r A 0/ - -- ^ O/ // U a I C Q ----- -\\ , I J / a LU Oro rr LU Q — — — — - -- I�RAVEL I \\\ i \ NEW BUILDING 4,� I�° I\ x 1 �iA. �\ \ 2 \ I ce C35) Is I � PEAK \\ I \ HEIGHT I \\ \\ I \ \\ =32't J \\\ \\\\\ e�°Gl \\v \\\ � o��/ � POLE POWER / DRIPLINE, TYP. GRAVEL �/ \\ �` I /i �3P�� Z / I /\\ \ OVERHEAD POWER LINE EXTENDS 2' TO 13.6' _ / I ONTO PROPERTY cl EXIS G / PROPERTY LINE / SEWER LIFT I\ / BUIL G / \\\ STATIO BUS STdp,�% /G BUS SCN 1 ( SSMH RIM EL=31.15' 8"CN^ICC SSW IE=24.35; sG ° t s / ��. �l G O P�u ) J,/J G/G A ad /PNPIJGI// ----� - ------ \\ o ss o Know what's below. Call before you dig. SS 7-- \ W � w / w Ql°.tl �`JGl Z/ T(UG) T(UG) I zz/ Ql6t' I \ / JGl RECORD NOTE 04/25/2024 cj G JGo a /17 / G�1�/' G \ / THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ` �i"°g'°ee� 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS°m _ Sf a bd Engineers Ld0°5LddyP1be cts °°'"P1a00e`5 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q Lzne S,,ey°rs 8 AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT Neighb°rs ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 22 A C O M A 30 E A T T 98 E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Site 1620, Seattle, WA 98101 283.383.2422 TEL 2s2" 425 TEL NO. PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS —BUILT REVISIONS REVISION E.H. 7/29/22 SURVEYED: T.L. E.H. I 1 / 1 8/22 DESIGNED: M.S. E.H. 2/07/22 MS 4/03/2 DRAWN:E.H. MM 04/25/24 CHECKED: C.S. BY DATE APPR APPROVED: TREES TO BE REMOVED # 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 I COTTONWOOD I BUILDING 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 COMMERCIAL ZONE REMOVED. 1, 2020) INDICATES LANDMARK 4-4-130 HA.e.i. TREES TO BE REMOVED. WHEN REQUIRED TREES CANNOT (17) 2" CAL. TREES + (10) UHT BE RETAINED, REPLACEMENT CONIFERS (ASSUMING 1.5" CAL) + (8) TREES MUST BE 2" CAL MIN OR UHT 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 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY GRAPHIC SCALE 0 10 20 40 FEET 1" = 20 FEET VERTICA:19 NOR ON ALL NAD D1983//11991 DATU M OF W A H R . S ItXAT r Z h � O 7 ��ti V cq PE ARG 04/26/2024 f CITY OF RENTON [;R Planning/Building/Public Works Dept. R 420025 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT TREE RETENTION PLAN DATE: 03/28/202 FIELDBOOK: PAGE: DRAWING NO: L0.1 SHEET: OF: 35 48 Ln ^ 'T L J C) T N LN H H H H M -1 Ln T ^ 'T L J C) C) T N u T N Q J H H C) C) CV It 0 W U) I— z Cw G rr a n a 0 w rr w a O U40 Know what's below. Call before you dig. COURTYARD- LEVEL 2 1"=10' WOOD DECKING, SEE ARCH. TREE PLANTERS, TYP. — ADDITIONAL SEATING, OFOI ar W CAFE SEATING, OFOI NOTES 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.3.3 FOR IRRIGATION MATERIALS LEGEND PA PLANTING AREA RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ■ '"E°peers INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS ' — Sl c al Engineers INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT Lane....eA�NeJ, RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS Comm dyPbr— WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT Q Lane S—y- � AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT i Neighbors ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E co T T 98 E 2215 Norlh 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2"2" 425TEEL RAISED PLANTER LEGEND PLANTER DIMENSIONS A 48" X 24" X 32" H B 48" X 24" X 32" H C 36" X 24" X 32" H D 60" X 24" X 32" H E 72" X 24" X 32" H F 72" DIA X 42" H G 48" X 48" X 42" H 4 PERMIT REVISION V.1 E.H. 7/29/22 SURVEYED: T.L. SCALE: PER SHEET 5 PERMIT REVISION CORRECTIONS V.2 E.H.1/18/22 DESIGNED: M.S. 6 PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 7 CONSTRUCTION SET MS 4/03/2 DRAWN:E.H, ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 8 AS —BUILT REVISIONS MM 4/25/2 CHECKED: C.S. NO. REVISION BY DATE A P P R APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM GRAPHIC SCALE 1" = 10 FEET OAF WAS PSG R . S i /pT �) o� 1 FXP.03I��\�� SC,'q P E A?-0 04/26/2024 f CITY OF RENTON [."OR ikailv Planning/Building/Public Works Dept. R-420027 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT MATERIALS PLAN LEVELS 2 AND 6 DATE: 03/28/202 FIELDBOOK: PAGE: L1.1 SHEET: OF: 37 48 LO T L J C) C) T CV u H H T N a J M -1 O O N It 1 L1J U) z CLJJ G rr a n Q Lu rr L1J Q TREE GRATE OLYMPIC FOUNDRY CNK SERIES, SEE MANUFACTURER SPECIFICATIONS. 1"X1." SHELF, TYP. SIDEWALK — TREE GRATE 1/2" = 1'-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. FLUSH WITH ADJACENT PAVING, 4" WIDTH, MIN. TYP. #4 REBAR V WIDE LINEAR PAVERS 1 " = V-0" Know what's below. Call before you dig. SEE PL i BUILDING FACADE _/^� _j\/--? NO PLANTING ZONE 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% IN FINISH GRADE » L1.2 STEEL EDGING MIRAFI 140 NON -WOVEN GEOTEXTILE FABRIC SUBGRADE COMPACTED TO 95% GRAVEL MAINTENANCE AREA NTS "'?" PRE -MOLDED :PANSION FILLER WITH =ALANT ILL DEPTH JOINT ^'^" `"'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 P-2-GRA-101 \ RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON Pik �ivllEng— SI-turd Engineers 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS _ ge5 L an INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT L.dS,rvyors m ens RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS Cem dyPlenners 6 eighNb WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT [Baum hbors 7 AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT 8 ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E A T T 98 E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 283.383.2422 TEL NO. ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Avenue, Site 1620, Seauie,WA98101 2"2" 425 TEL P-2-G RA-10 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 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. STEEL EDGING 1 " = V-0" P-2-G RA-18 NOTES: 1. GALVANIZED FINISH 2. CENTER GUARDRAIL AND POSTS ON RETAINING WALL SEE CIVIL J J >Q J_ J Q UW cl W W (n WJ_ % 4' �U GUARDRAIL 3/4" = 1'-0" PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS -BUILT REVISIONS 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. E.H. 7/29/22 SURVEYED: T.L. E.H. 1 1 / 1 8/22 DESIGNED: M.S. E.H. 2/07/22 MS 04/03/21 DRAWN: E.H. MM 04/25/24 CHECKED: C.S. BY DATE APPR APPROVED: P-2-G RA-11 "" 'ATE CURB WITH BRUSHED FINISH, JOUS, FLUSH WITH SURROUNDING 5% COMPACTED SUBGRADE OR NDISTURBED NATIVE SOIL NOTES: f PROVIDE EXPANSION JOINTS ON LESS THAN 15' SPACING AT POST FOOTINGS. f ENSURE CURB IS FLUSH WITH SURROUNDING GRADE TO PREVENT TRIPPING. SECTION CONCRETE FLUSH CURB IN LANDSCAPE 1/2" = V-0" & WOOD FENCE 1 " = V-0" SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 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 19 NOR ON ALL NAD D1983//11991 DATU M P-2-G RA-102 8'-01, O.C. 2x4 BACK RAIL OF W A S PAC, R . S k/A Doti O cq PE ARG 04/26/2024 f CITY OF RENTON [;R Planning/Building/Public Works Dept. TOP VIEW 12"O ELEVATION (MIN.) FI P-2-G RA-103 R-420028 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT MATERIALS DETAILS DATE: 03/28/202 FIELDBOOK: PAGE: DRAWING NO: L1.2 SHEET: 38 OF:48 ,1+'1 H H T N Q J I O l I� oCD � � II WI � W I3 o TG w J 10 D o. o IW HYDRANT z 35'-0" G LU 0 OLLARDS, SEE ARCH. G Q O Q LR 11 W Q LU `\ it I I LS2 GRASSCRETE \itoy PAVING, TYP. SEE CIVIL. 3 ��v EXISTING BUILDING NOTES v W PLANT SCHEDULE GROUND LEVEL I I i EXISTING BUILDING I W SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE ENGTH= 250'-6". FENCE AND ENHANCED VEGETATION APPLIED PER CITY COMMENTS. TREES PROVIDED = 14. SHRUBS PROVIDED = 31 00 SS(REF) _SS(REI0I 0 TREES F� AC2 ACER CIRCINATUM VINE MAPLE 6' HT, MULTI TRUNK PROPERTY LINE HT. OPAQUE WOOD FENCE ALONG NORTH PROPERTY LINE SID - N IT 6 EXI � ' OS I° O° p p•o D A ° C ° J J, ■ ■ J I , I i • KIP KOELREUTERIA PANICULATA GOLDEN RAIN TREE 1.5" CAL LIGHT POST, + J J ° I I F GROUNDCOVER MIX SLOPE PREVENTS CONIF I I TYP. CIVIL 362 AV PLACEMENT, LARGE SHR S I SIR (362) FL PROVIDE COVERAGE. I 14 I m ■ ■ I sD m �o STORMWATE — o • LR LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' TM ROUND -LOBED SWEET GUM 2" CAL VERHANG TYP., SEE ARCH. I ; I a —I — Z / �.I D I i ■ ■ z� I oi I SD SORBUS AMERICANA'DWARFCROWN' TM RED CASCADE MOUNTAIN ASH 2" CAL \ I FJ • Q� Z LU I TG THUJA PLICATA GREEN GIANT WESTERN RED CEDAR 6' HT WLU >_ �I� I I SYMBOL CODE BOTANICAL NAME COMMON NAME PLANT SIZE ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER a J43 JADE' (VANCOUVER JADE KINNIKINNICK) v \ BETWEEN LINEAR PAVERS AC2 Z �� a SHRUBS PA 8 h o I I CP CALLICARPA BODINIERI 'PROFUSION' PROFUSION BEAUTYBERRY 5 GAL 6 U � w + FJ FATSIA JAPONICA JAPANESE FATSIA 5 L Z�W , W a • ~O VI� I > Q HW HYDRANGEA QUERCIFOLIA PEE WEE PEE WEE OAKLEAF HYDRANGEA 3 GAL ; z reIJ u 0 I KJ KERRIA JAPONICA JAPANESE KERRIA 3 GAL _ �I A I al, I O LS LAVANDULA STOECHAS SILVER ANOUK SPANISH LAVENDER 1 GAL L4.0 ENLARGEMENT w O PA PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1 GAL .I SO J SR SARCOCOCCA RUSCIFOLIA FRAGRANT SARCOCOCCA 3 • II HW I � / ® SIB SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL ° HX 18 164J `o GROUND COVERS . o CP NEW BUILDING a-I-,D'° II I �� AV ARCTOSTAPHYLOS UVA-URSI 'VANCOUVERJADE' VANCOUVER JADE KINNIKINNICK 1 GAL 11 v °. I �� j ��\�� ; j �� i ��\�� CY CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT' YANKEE POINT CARMEL CREEPER 1 GAL LS2 COUNTRY GREEN PERFECT BLEND TURF MIX SOD LS JGl 1\ W W W W W W W W 16 DT DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL I JVl 53 ��~ y HX HELLEBORUS X BALLARDIAE 'HGC MERLIN TM HGC MERLIN LENTEN ROSE 1 GAL • LB D I / �\ 330 I j �, /� LB LIRIOPE MUSCARI BIG BLUE' BIG BLUE LILYTURF 1 GAL '� • • - \ LP2 � � i LP2 LONICERA PILEATA PRIVET HONEYSUCKLE 2 GAL J 164 J d y\ e,`o a s GROUNDCOVER MIX a KIP / 4 e o Qce 0`` i o e AV ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE VANCOUVER JADE KINNIKINNICK 1 GAL DFL FRAGARIA CHILOENSIS 'LIPSTICK' BEACH STRAWBERRY 1 GAL 177 60 / \� p F- v / I ,gyp / CODE CALCULATIONS / P 1. STREET TREES TO BE TRIMMED UP TO A HEIGHT OF 8' WHERE BRANCHES EXTEND OVER PAVED AREAS. 2. SEE SHEET LOA FOR TREE RETENTION PLAN KJ 20 3. SEE SHEETS L1.0-L1.2 FOR MATERIALS PLANS / AND DETAILS G G 4. SEE SHEETS L3.0 - L.3.3 FOR IRRIGATION 46` p. SOIL NOTES J t,r 1. SUBGRADE TO BE SCARIFIED TO A DEPTH OF 12 AND P(UG) TOPSOIL PLACED IN LIFTS OF UP TO 6" DEPTH. FIRST e LIFT TO BE MIXED INTO SUBGRADE. 2. TOPSOIL TO BE ONE OF THE FOLLOWING: — SS 2.1. CEDAR GROVE 3-WAY TOPSOIL MIX FIRE HYDRANT, SEE CIVif� 2.2. STOCKPILED EXISTING TOPSOIL AMENDED " W— W BASED ON SOIL TEST REPORT BUS STOP, SEE VIL RECOMMENDATIONS TO A SANDY LOAM REPAIR AREAS DISTURBED BY / 2.3. APPROVED ALTERNATE IMPORTED TOPSOIL MIX CONSTRUCTION TO EX 3. ALL TOPSOIL TO BE AMENDED WITH 4" OF COMPOST. CONDITIONS OR BETTER, TYP. 4. FOR AREAS WITHIN 5' OF A TREE, PLACE TOPSOIL TO COORDINATE WIT A 24" DEPTH. PROPERTY OWN 5. FOR OTHER LANDSCAPE AREAS PLACE TOPSOIL TO AN 8" DEPTH. / RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ' ■ �'"E°peers Slru 1-1 Engineers 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS — 5 0 o INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT anescapeA�e�S V d� RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT Q � cam .dyPbrrn aneSu�yers 6 7 Know below. AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT 22 A C O M A 30 E co T T 98 E Neighbare 8 what's Call ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 2215 Norlh 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0 before you dig. ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206267.2425TEEL • LEGEND EXISTING TREES QTY 0 Ln LO O 6 O N 11 6 t'J 10 N O O SPACING QTY r Q 48" o.c. 11 J 60" o.c. 9 36" o.c. 18 96" o.c. 20 36" o.c. 16 36" o.c. 6 36" o.c. 14 36" o.c. 60 00 LO 24" o.c. 13 N O 36" o.c. 53 O O 1,721 SF r N 24" o.c. 177 LL 18" O.C. 164 18" O.C. 330 24" o.c. 164 2,790 SF 50% @ 24" O.C. 363 50% @ 24" O.C. 363 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 MULTI -STEMMED TREES 5 SIGNIFICANT TREES REMOVED X 12 REPLACEMENT 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. ICHES ° W A S, �P\G R. Sk GRAPHIC SCALE -` y 20 aocL 0 10 20 40 FEET r sC-APE ARC` 1" = 20 FEET 04/26/2024 PERMIT REVISION V.1 E.H. 7/29/22 SURVEYED: T.L. SCALE: PER SHEET VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF RENTON ' Planning/Building/Public Works Dept. PERMIT REVISION CORRECTIONS V.2 E.H.1/18/22 DESIGNED: M.S. PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 CONSTRUCTION SET MS 04/03/23 DRAWN: E.H. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT REVISIONS MM 4/25/2 CHECKED:C.S. REVISION BY DATE A P P R APPROVED: Ii-42002J IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT PLANTING PLAN AT GRADE DATE: 03/28/202 FIELDBOOK: PAGE: DRAVBNG NO: L2.0 SHEET: OF: 39 48 CD 0 N Nt 0 W I— Z W 75 rr a n Q n W V ) rr W Q - COURTYARD- LEVEL 2 1"=10' PLANT SCHEDULE LEVEL 2 SYMBOL CODE BOTANICAL NAME TREES (: ) CK2 CORNUS KOUSA SYMBOL CODE BOTANICAL NAME COMMON NAME KOUSA DOGWOOD COMMON NAME sr- - LLZ== _T_ 1 1- 7 6" GREEN ROOF RAISED PLANTERS, SOIL, TYP. SEE MATERIAL PLAN VLJ v=10' PLANT SCHEDULE LEVEL 6 W _Z J W In O Of W C0 W 2O J Q W J m J SIZE QTY SYMBOL CODE BOTANICAL NAME COMMON NAME SIZE QTY TREES 1.5" CAL 2 + CA CORYLUS AVELLANA'CONTORTA' CONTORTED FILBERT 4' HT 2 PLANT SIZE SPACING QTY GROUND COVERS CK3 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 1 GAL 24" o.c. 23 CY CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT' YANKEE POINT CARMEL CREEPER 1 GAL 36" o.c. 11 LS3 LAVANDULA STOECHAS 'SILVER ANOUK' SILVER ANOUK SPANISH LAVENDER 1 GAL 36" o.c. 6 LB LIRIOPE MUSCARI BIG BLUE BIG BLUE LILYTURF 1 GAL 18" o.c. 28 LP2 LONICERA PILEATA PRIVET HONEYSUCKLE 2 GAL 24" o.c. 31 VD VIBURNUM DAVIDII DAVID VIBURNUM 1 GAL 24" o.c. 19 COLUMBIA GREEN SUN/SHADE SEDUM MIX 783 SF Uv 0 � �� Know what's below. Call before you dig. RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS ■ �'"E°sneers SlrucW Engineers _ ds Lenes`adyPbrpe ne C°mmunilyPlanners 4 5 g 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT Q aneSo�yers � 8 Neighbors AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 22 A C O M A 30 E co T T 98 E 2215 Norlh 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 2" 2" 425TEE NO. NOTES 1. SEE SHEET L0.1 FOR TREE RETENTION PLAN 2. SEE SHEETS L1.0 - L1.2 FOR MATERIALS PLANS AND DETAILS 3. SEE SHEETS L3.0 - L.3.3 FOR IRRIGATION SOIL NOTES 1. SEE PLANTING DETAILS FOR SOIL DEPTHS. 2. TOPSOIL TO BE LIGHTWEIGHT TYPE 1 FROM CEDAR GROVE OR APPROVED ALTERNATE WITH SIMILAR SATURATED WEIGHT AND ORGANIC CONTENT. SYMBOL CODE BOTANICAL NAME COMMON NAME PLANT SIZE SPACING QTY GROUND COVERS CK3 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 1 GAL ® 24" o.c. 38 CY CEANOTHUS GRISEUS HORIZONTALIS 'YANKEE POINT' YANKEE POINT CARMEL CREEPER 1 GAL 36" o.c. 9 LS3 LAVANDULA STOECHAS 'SILVER ANOUK' SILVER ANOUK SPANISH LAVENDER 1 GAL 36" o.c. 10 LB LIRIOPE MUSCARI BIG BLUE BIG BLUE LILYTURF 1 GAL 18" o.c. 22 LP2 LONICERA PILEATA PRIVET HONEYSUCKLE 2 GAL 24" o.c. 18 ° COLUMBIA GREEN SUN/SHADE SEDUM MIX 896 SF PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS —BUILT REVISIONS REVISION E.H. 7/29/22 SURVEYED: T.L. E.H. 11/18/22 DESIGNED: M.S. E.H. 2/07/22 MS 4/03/2 DRAWN:E.H. MM 04/25/24 CHECKED: C.S. 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 DATU M O WAS\ IP\G R . S ��Ifl z?l y 0 2OSC PE AR 04/26/2024 f CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 0 5 10 20 FEET 1" = 10 FEET R-420030 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT PLANTING PLAN LEVELS 2 AND 6 DATE: 03/28/202 FIELDBOOK: PAGE: DRAWING NO: L2.1 SHEET: OF: 40 48 Ln T ^ 'T L J O O N u ,1+'1 H H T N Q J M CD 0 N 1 w CD I— z CW G rr a n Q n w rr W Q Know what's below. Call before you dig. NOTES: AT TIME OF PLANTING, NOTES: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS TRIM DAMAGED 1. TREES PLANTED TOO DEEP WITHOUT EXPOSING ROOT FLARE WILL BE DETAIL WILL BE REJECTED BY THE LANDSCAPE BRANCHES. REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. ARCHITECT. REPLACEMENT OF REJECTED TREES WILL 2. REPLACEMENT OR REPLANTING OF REJECTED TREES WILL BE DONE AT THE BE DONE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR'S EXPENSE. 2. PLANTING INCLUDES REMOVAL OF STAKES ONE YEAR STAKE TREE WITH 3. REMOVE EXCESS SOIL THAT MAY HAVE ACCUMULATED ABOVE THE TRUNK AFTER INSTALLATION. TWO 2"X2"X8' STAKES FLARE PRIOR TO DIGGING AT NURSERY. EXPOSE AND LOCATE TRUNK FLARE SPREAD ACROSS PRIOR TO PLANTING. FROM EACH OTHER. 4. PRUNE ANY GIRDLING OR ADVENTITIOUS ROOTS PRIOR TO BACKFILLING. 1 I TRUNK FLARE 2 � APPROVED TREE TIE BOTTOM OF TRUNK FLARE. ROOTBALL ' MATERIAL SET LOOSE IQ L2.2 LOCATE BOTTOM OF TRUNK FLARE 1" MIN. TO ALLOW FOR TRUNK GROWTH ABOVE ADJACENT FINISH GRADE. MULCH LAYER, HOLD OFF / FROM TREE TRUNK 3" MULCH. NO MULCH AGAINST TRUNK — — DRIVE STAKES AT FINISH GRADE t ROOTBALL EDGE J 3"-4" HIGH WATERING RING m /\\\/\ REMOVE WIRE BASKET (NO p = /\\\\\\\\// EXCEPTIONS) AND ANY SCARIFY SIDES OF PLANTING PIT \\/\\�\j\j�\j/ OTHER SYNTHETIC MATERIAL FROM ROOTBALL. CUT BACK BACKFILL WITH EXISTING SOIL \/mmm DRIVE STAKES 6"-12" AND REMOVE BURLAP FROM DO NOT DISTURB SUBGRADE BELOW. INTO UNDISTURBED —III—III—III—III—III—III—III— TOP AND SIDE OF ROOTBALL. SOIL BELOW I—III—III—III—III=III=III=III= SET BALL ON COMPACTED ROOTBALL TO REDUCE SETTLING. 3X ROOTBALL ROOTBALL SOIL MOUND TO PREVENT SETTLING. 1 CONIFER TREE PLANTING W/ STAKE Q_tIOOTBALL 3/8" = V-0" P-2-GRA-71 NOTE: GROUNDCOVER PLANTING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER O.C. SPACING ON LEGEND. apo0,�Q0 Po �D a O�QO po �D SPACING X .86 FOR O O O a0 Q�Q Q Po �Q o6 � �� Q0� Po TRIANGULAR PATTERN �j na Q�a� QQ 12" MIN FROM CURB 4oQ P a(� QOQ P SPACING �d �� d D�o �� ad �� V✓ DVo �� AS SPECIFIED �D Dad 3" MULCH. NO MULCH AGAINST THE 0 0 aka BASE OF THE PLANT 3" OF MULCH. �D �� NO MULCH AGAINST �D oD o �p� = _ / \/ —/// `o° O:o° a�� BACKFILL WITH EXCAVATED SOIL _ / ///— —III——III—III—III \\/\ - -11=1 THE BASE OF THE PLANT //\ °...�°..•�°.., //\ —III III- III, I— III III REMOVE BURLAP FROM TOP = = = -�Li —I I F I' BACKFILL WITH / °• moo• moo• /�// =III AND SIDES OF ROOT BALL DOWN —"'—" i'— EXCAVATED SOIL. \\�°'moo°'moo \\/ III —I INTO GROUND. SET TOP OF BALL SCARIFY WATER THOROUGHLY. III=I I /°'`�°° o`�°°° // // —I I I= FLUSH WITH FINISH GRADE. SIDES OF III III., ; I I, ,I I III -III- III- PLANTING PIT 2X ROOTBALL LOOSEN / PULL OUT ROOTS FROM CONTAINER GROWN PLANTS GROUNDCOVER PLANTING SHRUB PLANTING am cr; 1 /2" = V-0" P-2-GRA-66 "' 'I-' "' AN/ 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-60 RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS°m ` _ �i"°g'°ee� Sf a bd Engineers Ld0°5LddyP1be cts °°'"P1a00e`5 4 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q `nneS-ey- 8 AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT Neighb°rs ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 22 A C O M A 30 E A T T 98 E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Site 1620, Seattle, WA 98101 283.383.2422 TEL 2"2" 425 TEL NO. NTS PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS -BUILT REVISIONS REVISION E.H. 7/29/22 SURVEYED: T.L. E.H. 1 1 / 1 8/22 DESIGNED: M.S. E.H. 2/07/22 MS 4/03/2 DRAWN:E.H. MM 04/25/24 CHECKED: C.S. BY DATE APPR APPROVED: NOTE: 1. TREES NOT PLANTED IN CONFORMANCE WITH THIS DETAIL WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. 11 REPLACEMENT OF REJECTED TREES WILL BE DONE AT THE CONTRACTOR'S 9 EXPENSE. G Qg AT TIME OF PLANTING, TRIM DAMAGED BRANCHES. ROOTBALL 2 L2.2 3" MULCH. NO MULCH AGAINST TRUNK 3"4' HIGH WATERING RING 10L1:11W01191awe] 0»_1kqIII►[e2UII BACKFILL WITH EXISTING SOIL DO NOT DISTURB SUBGRADE BELOW ROOTBALL TO REDUCE III= SETTLING. DECIDUOUS TREE PLANTING P-2-GRA-02 SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3/8" = V-0" PEA GRAVEL COVER, BRING PEA GRAVEL TO SAME ELEVATION OF ADJACENT SURFACE 3" MIN COVER OF PEA GRAVEL 1 L1.2 TREE GRATE — 8"X8" FOOTING AT EDGE OF TREE WELL OPENING TREE GRATE SECTION 1 /2" = V-0" VERTICA:19 NOR ON ALL NAD D1983//11991 t:�� DATU M w, P-4 QOv �o Q< 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 J "'—"' — DRIVE STAKES 6"-12" INTO 3X ROOTBALL UNDISTURBED SOIL BELOW ROOTBALL O WAS\ �P\G R . S /� T h Z0 o`L EX Pf, cq PE ARG 04/26/2024 f ®' CITY OF RENTON i43017 Planning/Building/Public Works Dept. P-2-GRA-70 1TREE PLANTING DETAIL METAL FRAME, CAST IN PLACE PER MANUFACTURERS SPECIFICATION — CONCRETE BAND, SEE PLANS ADJACENT CONCRETE PAVING, SEE CIVIL COMPACTED AGGREGATE, SEE CIVIL R-420031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT PLANTING DETAILS DATE: 03/28/202 FIELDBOOK: PAGE: L2.2 SHEET: OF: 41 48 Ln T T LO O T N T N Q J M O NOTE: O 1. TREES PLANTED TOO DEEP WITHOUT N EXPOSING ROOT FLARE WILL BE REJECTED AND SHALL BE REMOVED AND REPLANTED AT PROPER DEPTH. �aO4 D� AT TIME OF PLANTING, 2. TREES NOT PLANTED IN f TRIM DAMAGED CONFORMANCE WITH THIS DETAIL ° L BRANCHES. w WILL BE REJECTED BY THE LANDSCAPE ARCHITECT. ° Q REPLACEMENT OF REJECTED TREES I 4 WILL BE DONE AT THE CONTRACTOR'S D oa EXPENSE. U) I- z Cw G rr a n Q w rr w Q Know what's below. Call before you dig. N TRUNK FLARE SHALL BE 1"-2" ABOVE FINISHED GRADE. REMOVE EXCESS SOIL FROM ROOTBALL TO EXPOSE ORIGINAL ROOT FLARE. icii��l�J[•l:A�[•]►�l�J[•l:I_�eL\I►[.��:i�J�l:/ 3"-4" HIGH WATERING RING LIGHTEST WEIGHT CEDAR GROVE TOPSOIL MIX SET ROOTBALL FRAME ON LIGHTLY COMPACTED SANDY LOAM SOIL BASE TO PREVENT SETTLING M DRAIN, 1" DIA. MIN. DECIDUOUS TREE IN PLANTER 3/8" = V-0" BALLAST GUARD DRAIN COVER STONE BALLAST SIDE VIEW ROOFEDGE 2"X6" PRESSURE TREATED TIMBERS • 2"X4" PRESSURE TREATED TIMBERS ADJUST HEIGHT OF ROOTBALL BY AY PLACEMENT OF 2"X4." NOTE: DRAIN COMPONENTS AND FLASHING SHOULD BE INSTALLED ACCORDING TO MANUFACTURER INSTRUCTION GREEN ROOF DRAIN CONDITION NTS """`N/ EXPOSED ROOT FLARE. VITH FLARE SLIGHTLY 301L EIGHT CEDAR GROVE IG SOIL MIX REST ROOTBALL ON LIGHTLY COMPACTED SOIL BASE TO PREVENT SETTLING GEOTEXTILE FILTER FABRIC STRUCTURAL FOAM, SIZED TO ALLOW DRAINAGE ENSURE 1" DRAIN, MIN. ADD SLOW -RELEASE FERTILIZER TABLETS WHEN HALFWAY THROUGH BACKFILLING AND THOROUGHLY WATER IN PLANTS AFTER PLANTING. PLANTER, SEE ARCH. Ile] 00901,491noall 090:4y_1-11:110 SECURE TREE WITH (4) 10GA. PLASTIC COATED GALVANIZED STEEL CABLES MIN. 4" FROM TRUNK. SECURELY ATTACH TO SUPPORT BOARDS. STRUCTURALFOAM LIVEROOF MODULES (VARIOUS HEIGHTS) SLIP SHEET OR PERMEABLE ROOT BARRIER REFER TO ARCHITECTURAL PLANS FOR WATERPROOFING OPEN SPACE TO ALLOW WATER FLOW DRAIN SCUPPERS I I I I I I I I SIDE VIEW ROOFEDGE PAVER (PEDESTAL PREVEGETATED LIVEROOF MODULES SLIP SHEET WATERPROOFING ROOF DECK NOTE: • STRUCTURAL ENGINEER SHOULD BE CONSULTED TO DETERMINE APPROPRIATE AND SUITABLE DESIGN. • PAVER WALKWAYS NEAR PARAPETS SHOULD BE DESIGNED FOR SAFE USE, TAKING INTO ACCOUNT WIND • FACTORS. GREEN ROOF PAVER EDGE TOP VIEW PREVEGETATED LIVEROOF MODULES DRAIN DOME WITH BALLAST GUARD STONE BALLAST ROOFEDGE (24"X24" DRAINBOXES AVAILABLE) TOP VIEW 0 00 00 0 o 0010 00 RoofEdge Star LiveRoof Standard Mo Gravel Ballast --- _ or Conventional Paver Slip Sheet Membrane Roof Deck 96" PREVEGETATED LIVEROOF MODULES ROOFEDGE — PAVERS — DRAIN SCUPPER — PEDESTALS NOTES: 1. LIVEROOF ROOFEDGE STANDARD ALUMINUM EDGE RESTRAINT OR APPROVED EQUAL LIVEROOF EDGE NTS OF W A S `F. PSG R . S /t/,,, SHRUBS IN GREEN ROOF PLANTERS O oti 1 1/2" = 1'-0" P 2-GRA-04 26SC 7 EXP.031��\�\ 'q PE ARG RECORD NOTE 04/25/2024 04/26/2024 Civil Engineers THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 4 PERMIT REVISION V.1 E.H. 7/29/22 SURVEYED: SCALE: Swdscap Engineers T.L. VERTICAHORIZONTAL: NAD D1983//11991 ' CITY O F INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS � � g PERMIT REVISION CORRECTIONS V.2 E.H. 1/18/22 PER SHEET INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT °°s`adyP1 Ness DESIGNED S RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS°m °""yP'"""°`e 6 PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 RENTON ■ hb"" °rs 7 CONSTRUCTION SET MS 4/03/2 DRAWN: E.H. WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT DATUM "°'g""° AS —BUILT REVISIONS MM 4/25 2 ONE INCH AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT 8 / CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. S T A C O M A S E A T T L E C.S. IF NOT ONE INCH ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITp 1200 Sixth Avenue, teS SuiteSuite Seattle, WA 98101 2" 2" 2425 TEL N 0. R E V I S 10 N BY DATE A P P R APPROVED: SCALE ACCORDINGLY ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. R-420032 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT PLANTING DETAILS DATE: 03/28/202 FIELDBOOK: PAGE: L2.3 SHEET: OF: 42 48 L0 T O O T N H H o �i! �i EXISTING BUILDING CV / I 1 It ` II / SS(REF) SS(REF) L U 1 4.68 ° ° ° / f / / -VALVE 4 FOR TREES �ff-W --_ - Icn n 3 15.7 - EFi 1 WM llll 5 1 .6-- I I ■ 11 ■ 1 II ■ z G 1 II i„iJ RQOF OVERHANGAB I I I POC SCHEMATI6-- 1 I I I l L3.0 �� Q 2\16.0 I 1 l 1 l / ,� ■ ■ ■ 1 1 10 4 1 I POC Q � �- I I I I I I � .� / 111 / w \ / //�/ 1 0 11l Q � /I EXISTING BUILDING i SPRAY HEAD IN GRASS Know what's below. Call before you dig. 04/26/2024 2 CONTROLLER WALL MOUNT L3 3 INSIDE OF MECHANICAL ROOM I � I L 1 ll I I ll ll I it I I I it J rll l I w / ll ll I I Q ll ll� l l l ll 1 I \�\ 6 2.15 11 l \ I \ ll 1 \\ \ 7 3.8 11 11 1 1 111 111 11I NEW BUILDINGily` j i1ii1 1 \\ \ 1 l l l I\ \\\\\\\ \\ 81 18.8 l l ll l 1 1 1 l�l ll 1 1 l llll \\ \ \\ \ \\ 3 DRIPLINE HEADER 1 1 lull 1 l lull \\\\\\\\\\\\\\\\ \\ L3.3 \\\\\ \\\ \\\ \\ \ l l l l l l l l l l l \ \ \ `\ TYPICAL NETAFIM TECHLINE �.3 CV REQUIREMENTS PROPERTY LINEllll \\_ 1 4° llll ll ll 4 MANUAL LINE FLUSHING llll `\ `\ L VALVE ROOF OVERHANG ll l 111 i 1„ \ \ / T till My��1� PAVE L3.2 TREE T� RECEIVE GATOR BAG - U�JTIL ESTABLISHED �\ LAWN TO RECEIVE TEMPORARY IRRIGATION UNTIL ESTABLISHED J RECORD NOTE SS \ / O / / / 04/25/2024 lllll'111111 1I 1� Iltltl / / 1 1 / 1 lull 1 IInY'll / 7 / r rirrrrr�rrr r � / l /� / r rrrrr/�rirr / / / J // rrrrrrrrir rrrrrr i r r rr,r (V = U 17U) Cn C7 Z F LL 0 Z Q w a a Cn Q m J J Q I 4 1-1/2" X 1" BRASS REDUCER COUPLER I o 3 FLOW SENSOR - BRASS IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI DETAIL HUNTER MP STRIP PROS-04-PRS40-CV TURF ROTATOR, 41N. POP-UP WITH FACTORY INSTALLED 4a A U CHECK VALVE, PRESSURE REGULATED TO 40 PSI, MP 40 9/L3.2 LST SST RST ROTATOR NOZZLE ON PRS40 BODY. LST=IVORY LEFT SYMBOL 2 MASTER VALVE - BRASS L3.2 1 DCVA BACKFLOW ASSEMBLY - BRASS �.2 METER, SEE CIVIL POC SCHEMATIC NTS P-2-G RA-110 Volve Collout �( �( Volve Number �/ 1l Volve Flow #" Valve Size CRITICAL ANALYSIS Generated: 2022-12-02 15:03 P.O.C. NUMBER: 01 Water Source Information: NEW WATER METER- SEE CIVIL FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 72 PSI Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 70 PSI DESIGN ANALYSIS Maximum Station Flow: 18.78 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 18.72 GPM Critical Station: 8 Design Pressure: 30 PSI Friction Loss: 1.25 PSI Fittings Loss: 0.14 PSI Elevation Loss: 0 PSI Loss through Valve: 20.2 PSI Pressure Req. at Critical Station: 51.6 PSI Loss for Fittings: 0.65 PSI Loss for Main Line: 6.49 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 7.15 PSI Loss for Master Valve: 1.88 PSI Loss for Water Meter: 1.96 PSI Critical Station Pressure at POC: 69.7 PSI Pressure Available: 70 PSI Residual Pressure Available: 0.3 PSI VALVE SCHEDULE r r / NUMBER MODEL SIZE TYPE GPM PSI PSI (a�_ POC PRECIP • / r r � rrrr�r r / / � � / f' rr,rrrrr�i / ' 1 DRCV 1" AREA FOR DRIPLINE 10.38 38.0 46.6 0.96 in/h / rfr�ir�rrrfr,r /, 2 DRCV 1" AREA FOR DRIPLINE 16.04 48.4 59.0 0.96 in/h r r 3 DRCV 1" AREA FOR DRIPLINE 15.7 44.5 54.8 0.96 in/h / r,,fri,rrrrr / PO I 4 DRCV 1" AREA FOR DRIPLINE 4.68 33.8 39.7 0.96 in/h 5 RCV 1" TURF ROTARY 10.56 44.7 55.4 0.7 in/h r ' 6 DRCV 1" AREA FOR DRIPLINE 2.15 32.0 37.5 0.96 in/h 7 DRCV 1" AREA FOR DRIPLINE 3.8 33.1 38.9 0.96 in/h 8 DRCV 1" AREA FOR DRIPLINE 18.78 51.6 69.7 0.96 in/h WATERING SCHEDULE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON ` �i"i,Englneers 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS _ Structural Engineers bNe�S `a°°a`ady °m 1a00e`a °°'"P 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q `,g eYcrs 8 Nighb°rs AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE 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 lszo, sea le, wA sal of 213.383.2422 TEL zos28Z z4z5 TEL N 0 / NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK SYMBOL STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP. r MANUFACTURER/MODEL/DESCRIPTION DETAIL DRCV RAIN BIRD XCZ-100-PRB-COM. WIDE FLOW DRIP CONTROL KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PS1 QUICK -CHECK BASKET FILTER. 0.3 GPM-20 GPM PLANTER TRANSITION PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING INSIDE PLANTER PVC HEADER PVC HEADER, SEE DETAIL DRIP MANUAL FLUSH VALVE NETAFIM TLSOV- 1/21N. MANUAL FLUSH VALVE, BARBED INSERT. INSTALL IN 101N. BOX, WITH ADEQUATE BLANK OR IN.COBRAIN. TUBING TO EXTEND VALVE OUT OF VALVE BOX. AREA TO RECEIVE DRIPLINE DRIP TUBE FOR SHRUB NETAFIM TLCV-06-12 TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. AREA TO RECEIVE DRIPLINE DRIP TUBE IN PLANTERS NETAFIM TLCV-09-12. TECHLINE PRESSURE COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. MANUFACTURER/MODEL/DESCRIPTION RCV RAIN BIRD PEB. 1" PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. QCV RAIN BIRD 33-DLRC. 3/4" BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. >T< IV BRASS BALL VALVE SAME SIZE AS PIPE MV 1" RAIN BIRD EFB-CP, 1" BRASS MASTER VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE. FEBCO 850U 1" BF DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END BALL VALVE, 1/2" TO 2". WEATHERMATIC PL1620 PROLINE 20-ZONE MODEL CONTROLLER, NON © EXPANDABLE, MANUAL TEST SETTING, ON -BOARD MULTI -METER, RUNOFF ELIMINATOR, REAL TIME CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT SAVINGS TIME. O WEATHERMATIC SLW5 WIRELESS WEATHER SENSOR FOR ET BASED WATERING, 90OMHZ - 1500' LINE OF SITE RANGE RAIN BIRD FS-100-B 1" FLOW SENSOR FOR USE WITH RAIN BIRD MAXICOM, CS) SITECONTROL, AND ESP-LXD CENTRAL CONTROL SYSTEMS. BRASS MODEL. SUGGESTED OPERATING RANGE OF 2.0 GPM TO 40.0 GPM. SENSORS SHOULD BE SIZED FOR FLOW RATHER THAN PIPE SIZE. M❑ WATER METER 1" NEW WATER METER- SEE CIVIL IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 - - IRRIGATION LATERAL LINE: HDPE PE3408 DR 9 SIZE 3/4" IRRIGATION MAINLINE: PVC SCHEDULE 40 SIZE 1-1/2" PIPE SLEEVE: PVC SCHEDULE 40 Y 1 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 457 2 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 706 / 3 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 691 � GRAPHIC SCALE 4 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 206 0 10 20 40 FEET 5 RCV TURF ROTARY 0.7 in/h 0.8 69 729 6 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 94.6 7 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 167 8 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 826 1" = 20 FEET g DRCV AREA FOR DRIPLINE 1.39 in/h 0.7 31 1.4 TOTALS: 408 3,877 PERMIT REVISION V.1 E.H. 7/29/22 SURVE E T.L. SCALE. PER SHEET VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM • CITY OF [R ; RENTON ' sov Planning/Building/Public Works Dept. PERMIT REVISION CORRECTIONS V.2 E.H.DESIGNED: 1/18/22 A.G. PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 CONSTRUCTION SET MS 4/03/2 DRAWN: IA.G. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY AS -BUILT REVISIONS MM 4/25/2 CHECKED: C • S • REVISION BY DATE A P P R APPROVED: C) 5/L3.2 r N LJ 6/L3.3 3/L3.3 4/L3.3 C') N 1 /L3.3 C) C) T Q 6/L3.3 J DETAIL 5/L3.2 00 LO 10/L3.2 CV 4/L3.2 r 2/L3.2 1 /L3.2 2/L3.3 3/L3.2 7/L3.2 8/L3.2 7/L3.2 R-420033 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT IRRIGATION PLAN DATE: 03/28/202 FIELDBOOK: PAGE: DRAWING NO: L3.0 SHEET: 43 OF:48 O O 1 0 w ♦ � ■ �� ri it rir ♦ 0 111NJ//� \\\ 'X 1"=10' VALVE SCHEDULE LEVEL 2 NUMBER MODEL SIZE TYPE GPM PRECIP 2.1 DRCV 1" AREA FOR DRIPLINE 2.83 1.49 in/h 2.2 DRCV 1" AREA FOR DRIPLINE 3.02 1.48 in/h 2.3 DRCV 1" AREA FOR DRIPLINE 0.39 0.96 in/h 2.4 DRCV 1" AREA FOR DRIPLINE 4.29 0.96 in/h WATERING SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK 2.1 DRCV AREA FOR DRIPLINE 1.49 in/h 0.7 29 82.0 2.2 DRCV AREA FOR DRIPLINE 1.48 in/h 0.7 29 87.4 2.3 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 17.3 2.4 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 189 6.1 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 393 6.2 DRCV AREA FOR DRIPLINE 1.43 in/h 0.7 30 151 TOTALS: 220 920.0 v 0 Know what's below. Call before you dig. LJ F_ RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS ` _ �i"i1E°g'°ee� Sf a bd Engineers d0°5Ld°eA bNe�S Cem dyP1en 4 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q Lzn°Snrveyers $ AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT Neighbors ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. T A C O M A S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1zo0sixmAvenue,s�aelszo,seauie,wnsalol 213.383.2422 TEL zos28Zz425TEL N O IRRIGATION IN PLANTERS ROOF DECK GREEN SPACE - LEVEL 6 1"=10' VALVE SCHEDULE LVEL 6 NUMBER MODEL SIZE TYPE GPM PRECIP 6.1 DRCV 1" AREA FOR DRIPLINE 8.94 0.96 in/h 6.2 DRCV 1" AREA FOR DRIPLINE 4.73 1.44 in/h WATERING SCHEDULE NUMBER MODEL TYPE PRECIP IN./WEEK MIN./WEEK GAL./WEEK 6.1 DRCV AREA FOR DRIPLINE 0.96 in/h 0.7 44 393 6.2 DRCV AREA FOR DRIPLINE 1.43 in/h 0.7 30 151 TOTALS: 74 544.6 PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS -BUILT REVISIONS REVISION E.H. 7/29/22 SURVEYED: IT.L. E.H. I 1 / 1 8/22 DESIGNED: A.G. E.H. 2/07/22 MS04/03/23 DRAWN: IA.G. MM 04/25/24 CHECKED: C.S. BY DATE APPR APPROVED: POC UNDER ROOF PAVERS W _z J H W W W 04/26/2024 SCALE: AD/1 HORIZONTAL: ND 1983/1991PER SHEET CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION r r ly SYMBOL DETAIL DRCV RAIN BIRD XCZ-100-PRB-COM. WIDE FLOW DRIP CONTROL 5/L3.2 KIT FOR COMMERCIAL APPLICATIONS. 1" BALL VALVE WITH 1" PESB VALVE AND 1" PRESSURE REGULATING 40PS1 QUICK -CHECK BASKET FILTER. 0.3 GPM-20 GPM PLANTER TRANSITION 6/L3.3 PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP TUBING INSIDE PLANTER PVC HEADER 3/L3.3 PVC HEADER, SEE DETAIL DRIP MANUAL FLUSH VALVE NETAFIM TLSOV- 1/21N. MANUAL FLUSH VALVE, BARBED 4/L3.3 INSERT. INSTALL IN 101N. BOX, WITH ADEQUATE BLANK OR IN.COBRAIN. TUBING TO EXTEND VALVE OUT OF VALVE BOX. AREA TO RECEIVE DRIPLINE DRIP TUBE FOR SHRUB NETAFIM TLCV-06-12 TECHLINE PRESSURE 1/L3.3 COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.6 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. AREA TO RECEIVE DRIPLINE DRIP TUBE IN PLANTERS NETAFIM TLCV-09-12. TECHLINE PRESSURE 6/L3.3 COMPENSATING LANDSCAPE DRIPLINE WITH CHECK VALVE. 0.9 GPH EMITTERS AT 12" O.C. DRIPLINE LATERALS SPACED AT 12" APART, WITH EMITTERS OFFSET FOR TRIANGULAR PATTERN. 17MM. MANUFACTURER/MODEL/DESCRIPTION DETAIL QCV RAIN BIRD 33-DLRC. 3/4" BRASS QUICK -COUPLING VALVE, 10/L3.2 WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, DOUBLE TRACK KEY LUG, AND 2-PIECE BODY. FEBCO 850U 3/4" BF DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END 1/L3.2 BALL VALVE, 1/2" TO 2". FEBCO 850U 3/4" BF2 DOUBLE CHECK BACKFLOW PREVENTION WITH UNION END 1/L3.2 BALL VALVE, 1/2" TO 2". WEATHERMATIC PL800 (2) PROLINE 4-ZONE BASE MODEL CONTROLLER, MANUAL C2 TEST SETTING, ON -BOARD MULTI -METER, RUNOFF 2/L3.3 ELIMINATOR, REAL TIME CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT SAVINGS TIME. WEATHERMATIC PL800 (2) PROLINE 4-ZONE BASE MODEL CONTROLLER, MANUAL C6 TEST SETTING, ON -BOARD MULTI -METER, RUNOFF 2/L3.3 ELIMINATOR, REAL TIME CLOCK/CALENDAR & NON-VOLATILE PROGRAM MEMORY WITH DAYLIGHT SAVINGS TIME. 2ndFloor POINT OF CONNECTION 3/4" 5/L3.3 COURTYARD LEVEL 2 6th Floor POINT OF CONNECTION 3/4" 5/L3.3 6TH FLOOR ROOF GARDEN IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 7/L3.2 IRRIGATION MAINLINE: PVC SCHEDULE 40 SIZE 1-1/2" 7/L3.2 Volve Collout Volve Number .//�� # it Volve Flow # Valve Size R-420034 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT IRRIGATION PLAN LEVELS 2 AND 6 DATE: 03/28/202 FIELDBOOK: PAGE: L3.1 SHEET: OF: 44 48 Aj H H T a J H H 0 0 N 1 O 0 L1J l- U) Z CW G rr a n Q n U-1 rr Lij Q NOTES: 1. INSTALL DCVA PER LOCAL CODE. 2. CONTRACTOR TO PAY FOR AND OBTAIN ALL NECESSARY PERMITS AND INSPECTION. 3. DCVA TO BE TESTED BY A CERTIFIED TESTER AT COMPLETION. 4. DO NOT ALLOW VALVE BOX TO REST ON PIPE. 5. ALL BRASS OR COPPER PIPE AND FITTINGS FROM METER TO MASTER VALVE. 6. ALL PIPE AND FITTINGS SAME SIZE AS DCVA DCVA BACKFLOW ASSEMBLY - BRASS 1 1 /2" = V-0" 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. REMOTE CONTROL VALVE 1 1 /2" = V-0" NOTES: PLANTING 1. DIMENSIONS ARE MINIMUM CLEARANCES. 2. ALL TRENCH BACKFILL MATERIAL SHALL BE CLEAN IMPORTED SAND. 3. DO NOT TAPE OR BUNDLE WIRES IN SLEEVES. 4. ALL SLEEVES TO BE TWICE THE SIZE OF THE COMBINED PIPES INSIDE. 5. SLEEVES REQUIRED UNDER ALL r r PAVED AREAS AND WALLS. . • l ::„,t.�V.$Y SAP•. . ` 4.•'lI, 6. SLEEVE TO EXTEND 18" BEYOND "' '' '"�"•!y; THE EDGE OF PAVING ON BORTH SIDES. ':.y••'`''•' ,•.s�.•,� i�t'''„�: 7. INSTALL CONTROL WIRES IN 4" 4" SEPARATE SLEEVE UNDER PAVING TRENCHING AND SLEEVING 1 1 /2" = V-0" Know what's below. Call before you dig. 04/26/2024 1 3 J <cq 10 KEYNOTES: 1O DCVA SEE SCHEDULE O2 PRV, IF SHOWN IN SCHEDULE O3 QUICK COUPLER BLOWOUT 4O BRASS UNION O5 MANUAL DRAIN VALVE O6 STOP WASTE VALVE O7 FROM METER O8 TO MASTER VALVE O9 PLASTIC VALVE BOX, SEE DETAIL 10 10" ROUND VALVE BOX OVER 8" PIPE 11 DRAIN ROCK MIN. 6" DEPTH PER VALVE BOX. 12 FILTER FABRIC KEYNOTES: 1O REMOTE CONTROL VALVE O2 TRUE UNION PVC BALL VALVE O3 SCH 80 UNION 4O CONTROL WIRES, LEAVE EXTRA 30" COILED O5 DBRY SPLICES O6 COWTAGS WITH VALVE NUMBERING O7 SCH 80 NIPPLES O8 FILTER FABRIC O9 CONCRETE BLOCK, 2X4X8, ONE PER CORNER (4 TOTAL) 10 MAIN LINE 11 LATERAL PIPE 12 VALVE BOX. DON'T ALLOW IT TO REST ON PIPE 13 VALVE BOX EXTENSION 14 WASHED ROCK. MIN. 2 CU. FT. 15 SET VALVE BOX 2" ABOVE FINISH GRADE IN SHRUBS, FLUSH IN TURF 16 FOR DRIP ZONES ONLY: FILTER AND PRV PAVING P-2-G RA-40 KEYNOTES: U FINISH GRADE 2O PAVING, SEE CIVIL PLAN O PLANTING SOIL 4O DETECTABLE WARNING TAPE 6" ABOVE ALL MAIN LINE O 95% COMPACTED STRUCTURAL FILL O LATERAL LINE 7O MAIN LINE 8O CONTROL WIRES 9O TRACER WIRE 10 CLEAN SAND 11 SLEEVE 12 ELECTRICAL SLEEVE FINISH GRADE IN LAWN NOTES: 10" ROUND VALVE BOX FINISH GRADE IN MULCH 1. PLACE 3-FEET OF EXTRA 1 WIRE IN VALVE BOX FOR • •: EASY SERVICING. `..t.+• .. :t:ny :" i.^••H:'L',•, i A^:r .:;Vti. iy♦ ,w.'•rr w s7:.a'.""0�. .».;,,'•,a::w:.ti.: �;wl� .<4:� ';-'}°' ;�:� '' 2. THERE MUST BE FREE, `•CC`'":; s�: -'� "•` tixµ;�^ UNRESTRICTED PIPE ,•§ Ayw F.•�l.•'1sY co UNION FOR AT LEAST 10 8" PIPE Y;^;�~' DIAMETERS UPSTREAM � (0 AND 5 DIAMETERS BOLT DOWNSTREAM OF THE VALVE DBRY SPLICE FLOW SENSOR. BOXES TOGETHER MIN. 10x PIPE MIN. 5x PIPE DIAMETER DIAMETER !`'�`.'(,«..;•.x�. •t}•; jet �✓ SCH. 40 PVC PIPE PIPE FITTING BRASS REDUCER ALL BRASS PIPE 1 FLOW SENSOR COUPLER AND FITTINGS BRASS MAIN LINE FROM DCVA 1 WASHD DRAIN ROCK 6" WASHED DRAIN ROCK FILTER FABRIC D_MASTER VALVE - BRASS 3 FLOW SENSOR�-BRASS 12" M 12" Z O Q c7 o' EDGE OF LAWN OR BED EDGE OF PAVING NOTES: 1. CENTER BOX OVER VALVE TO FACILITATE REMOVAL & SERVICING 2. SET BOXES PARALLEL TO EACH OTHER & PERPENDICULAR TO BED EDGE 3. AVOID OVER COMPACTION TO PREVENT DEFORMATION & COLLAPSE OF BOX. 4. SEE SCHEDULE FOR BOX SIZE VALVE BOX SIZE AND INSTALLATION Pon 3/4" = 1'-0" KEYNOTES: U FINISH GRADE 2O PAVING, SEE CIVIL PLAN O TRACER WIRE 4O 95% COMPACTED STRUCTURAL FILL O CLEAN SAND. O HDPE PIPE. NO FITTINGS UNDER PAVING. RUN SEPARATE PIPE FROM REMOTE CONTROL VALVE TO EACH PLANTER. HDPE PIPE TO PLANTERS 1 1 /2" = V-0" P-2-G RA-72 TYPE SIZE DESCRIPTION MINIMUM BOX SIZE BASIS OF DESIGN QC ALL QUICK COUPLER 10" ROUND CARSON 910 IV 1" ISOLATION BALL VALVE 10" ROUND CARSON 910 IV 1.5" ISOLATION BALL VALVE 14" X 19" CARSON 1419 IV 2" ISOLATION BALL VALVE 24" X 24" CARSON 2424 RCV 3/4" & 1" REMOTE CONTROL VALVE 14" X 19" CARSON 1419 RCV 1.5" REMOTE CONTROL VALVE 13" X 24" CARSON 1324 RCV 2" REMOTE CONTROL VALVE 17" X 30" CARSON 1730 RCV 3" REMOTE CONTROL VALVE 24" X 36" CARSON 2436 DCVA 3/4" & 1" BACKFLOW PREVENTER 13" X 24" CARSON 1324 DCVA 1.5" BACKFLOW PREVENTER 24" X 36" 1 CARSON 2436 DCVA 2" BACKFLOW PREVENTER 22" X 57" 25-TA P-2-G RA-33 KEYNOTES: 2 2 N 1) SMALL CONCRETE �,'„ « '' ! ::'�'y' ;° " ••�.;.....:y. •� .: �`Ya DONUT. 3000 PSI AT 28 4 ,:. *<•^:Yr r'::yp<.s:;; :;5 „x,, '•pl.-«".4 y" . R :• i' ~d Yx'' :y �:; ;�;=;.ter •r, <•:"::; A. M �« :.•.i.:...i."•^•�.•• i : yY4 Cw�•^: yy.«r DAYS R y ";s.:::Y�.. >;. ,Mt.;x:N•S `•„�L%,�•'�'''1��'�'�•:�.S.�+w.3<Fr . T ;ii ... Y�}�itY ��••'�,Ki.` M�'it•>rr:; H:X<h�yw� t: O POP-UP SPRAY HEAD 8 4:; i'w 1;ilj:..ex.• ��>.:uY1 a'1'' it,,:Y,Fs.�:;!•1r� ,,,yrrya}A••i «;�'.: ,.�, • ya••a�w'!!�'::;• ,r`:: a,li.. ti.,•..�...a';!� :":'. t.. . ««:5.. siv� GRASS PAVE, SEE CIVIL 9 O SUBGRADE, SEE CIVIL • O FINISH GRADE 7 O6 CONCRETE PAVING, SEE CIVIL 07 TURF, SEE PLANTING 2 PLAN 3D r� W w W W O8 SWING JOINT 6 11, W W O9 LATERAL PIPE .Q .d SPRAY HEAD IN GRASS PAVE 1 1 /2" = V-0" P-2-G RA-108 10" ROUND VALVE BOX 12" PIPE COIL 36" SPARE WIRE r SCH 80 UNIONS (2) 1 co 1 NOTES: 1. USE TEFLON TAPE FOR ALL THREADED FITTINGS, NO PIPE DOPE 2. KEEP MIN. 3" CLEARANCE AROUND VALVE ON ALL SIDES. 3. LEAVE EXTRA 36" CONTROL WIRE COILED INSIDE VALVE BOX 4. USE DBR WATERPROOF CONNECTORS MAIN LINE �� 1 BRASS BALL VALVE ' FULL PORTED SAME SIZE AS PIPE 1 1 FILTER FABRIC WASHED DRAIN ROCK BRASS BALL ISOLATION VALVE 1 " TO�1-1�/2" 1 1 /2" = V-0" RMA 12" MAX Q a a. 6" MIN. iv TWO STAINLESS STEEL CLAMPS. 1 /2" X 36" GALV - STEEL PIPE. THREE PVC SCH 80 ELLS. QUICK COUPLER 1 1 /2" = V-0" FINISHED GRADE. QUICK COUPLING VALVE AS SPECIFIED. SCH. 80 NIPPLE, LENGTH AS REQ. 6" DEEP LAYER OF 3/4" CRUSHED ROCK. 3" PVC SCHEDULE 80 NIPPLE. 12" PVC SCHEDULE 80 NIPPLE. R-420035 IN COMPLIANCE WITH CITY OF RENTON STANDARDS RECORD NOTE 04/25/2024 Civil Engineers 'THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ONURVEYED: SCALE: DATE: Slmbd Engmeers 4 PERMIT REVISION V.1 E.H.EH7/29/22 VERTICAL: NAVD 1988 • INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS I E.H. 1 1 T.L. PER SHEET HORIZONTAL: NAD 1983/1991 CITY OF WATERSHED APARTMENTS 03/28/202 INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT `a"°s`age""""ens 5 PERMIT REVISION CORRECTIONS V.2 / 8/22 DESIGNED: RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS °°"yP'a"0e`e 6 PROGRESSIVE CONSTRUCTION SET E.H. 2/07/22 A•G• .� CONSTRUCTION SET DRAFT PEBOOK: ■ °S-eY°rs 7 CONSTRUCTION SET MS 4 03 2 DRAWN: RENTON WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT Q // A.G. •DRAWING NO: dF3 "°'g""°'° AS -BUILT REVISIONS MM 4/25 2 ONE INCH DATUM r� AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT 8 / CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IRRIGATION DETAILS L3.2 ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS T A C O M A - S E A T T L E C.S. IF NOT ONE INCH 1200 Sixth Avenue, Street, Suite Seattle, WA 98101 2" 2" 2425 TEL N 0. REVISION I S 10 N BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: OF: ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 45 48 T N Q J H H V ) I- z 5w L rr a n Q n w rr W Q PVC MAINLINE. TYPICAL VALVE, FILTER, PRESSURE REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED 15 AREA. TYPICAL OFFSET 2" FROM TYPICAL LATERAL HARDSCAPE, 4" FROM PIPE FROM VALVE PLANTED AREA. ASSEMBLY, SIZE I I I PER PLANS. III I PVC SUPPLY HEADER, SIZE ASS I PER HEADER SIZING CHART. w DRIPLINE SPACING AS - NOTED. TYPICAL TECHLINE TUBING I I I z I LATERALS WITH EMITTER E5 I I I SPACING AS NOTED. LL I I I STAPLE (TLS6) AT ALL TEES, ELLS, AND AT S O.C. AT H = I I I CLAY, 4' O.C. AT LOAM, OR 3' z w l I I O.C. AT SAND. LU J C/) �Q 2 I I MANUAL LINE FLUSHING a F_ VALVE PLUMBED TO J I I I EXHAUST HEADER, AS FAR F END FEED EXAMPLE FROM THE SUPPLY HEADER AS POSSIBLE. w J c� z Fn O Q ~ U z w J (n J w 1- FLUSHING VALVE AT F EACH EXHAUST END. CENTER FEED EXAMPLE TYPICAL NETAFIM TECHLINE CV REQUIREMENTS N.T.S. 1" METAL CONDUIT WITH LONG SWEEP ELL FOR 110V POWER SOURCE AS PER ELECTRICAL CODES EV-CAB-COM CABLE IF APPLICABLE. INSTALL IN 1" CONDUIT 8 FT. COPPER GROUND AS PER LOCAL CODE a. z / r ao KEEP 12' APART g ELECTRIC AUTOMATIC CONTROLLER AS SPECIFIED. WALL MOUNTED BRACED PER MANUFACTURER (SEE IRRIGATION PLAN FOR LOCATION) 2" DIA. SCH. 40 PVC CONDUIT WITH LONG SWEEP ELL FOR OF DIRECT BURIAL WIRES TO VALVES. ALLOW A MAXIMUM OF 24 WIRES PER CONDUIT CONCRETE MOUNTING PAD, EXTEND 6" BEYOND OUTSIDE DIMENSIONS OF CONTROLLER. SLOPE FOR DRAINAGE CONTROLLER WALL MOUNT 1/2" = V-0" P-2-G RA-61 PEDESTAL PAVERS, SEE ARCH. BRASS GATE VALVE TO BACKFLOW PREVENTER ALL PIPE TO DCVA COPPER OR BRASS WATERPROOFING, SEE ARCH. PLUMBING THROUGH ROOF, SEE ARCH. " . BRASS WATER SUPPLY FROM BUILDING, SEE MECH. POC UNDER ROOF PAVERS 1 1/2" = V-0" Know what's below. Call before you dig. TECHLINE CV MAXIMUM LENGTH OF SINGLE LATERAL (FEET) DRIPPER SPACING 12" 18" 24" DRIPPER FLOW 0.26 0.4 0.6 0.9 0.26 0.4 0.6 0.9 0.6 0.9 RATE (GPH) � 15 127 109 86 65 177 151 120 91 152 116 Z) LJj 25 427 325 256 194 604 459 361 274 458 348 35 539 409 322 244 763 579 456 346 580 440 a wN z a 45 618 469 369 280 877 664 523 397 666 506 TECHLINE FLOW PER 100 FEET DRIPPER SPACING 0.26 GPH DRIPPER 0.4 GPH DRIPPER 0.6 GPH DRIPPER 0.9 GPH DRIPPER GPH GPM GPH GPM GPH GPM GPH GPM 12" 26.40 0.44 40.00 0.67 61.00 1.02 92.00 1.53 18" 17.58 0.29 26.67 0.44 41.00 0.68 61.00 1.02 24" N/A N/A N/A N/A 31.00 0.51 46.00 0.77 SUPPLY AND EXHAUST HEADER SIZING CHART (UNLESS NOTED ON PLANS) STEP 1: ADD LENGTH OF ALL TECHLINE LATERAL TUBING CONNECTED TO THE HEADER. STEP 2: DIVIDE THIS TOTAL LENGTH BY 100 TO INDICATE THE LENGHT IN UNITS OF 100. STEP 3: LOCATE THE GPM THAT APPLIES FOR EACH UNIT OF 100 FEET LENGTH ON THE CHART "TECHLINE FLOW PER 100 FEET". MULTIPLY THIS GPM NUMBER TIMES THE UNITS OF 100 FEET FOR THE TOTAL GPM AT THIS HEADER. STEP 4: SIZE THE HEADER WITH THE FOLLOWING: 1 TO 6 GPM: 3/4" HEADER. 6 TO 10 GPM: 1" HEADER. 10 TO 20 GPM: 1 1/4" HEADER. 20 TO 30 GPM: 1 1/2" HEADER. 1'-6" \/ 10 v �0 = I 1=1 11=1 11=1 11=1 I -III- -I 11=1 11= IIII� III=III=III=III-III=III=III=III-III=_ 11 11 111 111 111 111 111 111 111 111 1I- DRIPLINE HEADER 1 1/2" = V-0" BLDG, SEE ARCH. I1� .. , •60 . 1 " = V-0" KEEP CONTAINERS LEVEL WITH ADJACENT BLDG HOLD SOIL 2" BELOW TOP OF PLANTER 921901l:i9 GEOTEXTILE FILTER FABRIC PLANTER, SEE ARCHITECT 1/2" IRRIGATION POLY FLEX PIPE RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS ` _ g'°ee Sf a bd Engineers d0°5Ld°eA bNe�S Cem dyP1en 4 5 6 7 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT � Q Q `vghbnrveYersors 8 AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT Neighb ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 22 A C O M A 30 E A T T 98 E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 1200 Sixth Avenue, Site 1620, Seaule,WA98101 283.383.2422 TEL 2"2" 425 TEL NO. TECHLINE CV GENERAL GUIDELINES FOR WATERING TIME TURF SHRUB & GROUND COVER CLAY LOAM SANDY CLAY LOAM SANDY DIPPER FLOW (GPH) 0.26 0.4 0.6 0.26 0.4 0.6 DRIPPER INTERVAL 18 12 12 18 18 12 LATERAL (ROW) SPACING 18"-22" 18"-22" 12-16 18"-24" 18"-24 16"-20" APPLICATION RATE (IN/HR) .19-0.15 .43-.35 .96-.72 .19-.21 .29-.21 .72-.58 TIME TO APPLY 1 /4" 79-100 35-43 16-21 79-107 52-71 21-26 PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS -BUILT REVISIONS REVISION WATER SOURCE DRIP VALVE OR LATERAL FROM VALVE. TYPICAL SUPPLY PIPE. TYPICAL TECHLINE DRIPPER LINE TUBING. TYPICAL PVC SUPPLY OR EXHAUST HEADER. F MANUAL LINE FLUSHING VALVE PLUMBED TO PVC HEADER. ISLAND LAYOUT 0 PVC PIPE SUPPLY OR EXHAUST HEADER 2O PVC TEE (SXSXT) 3O TECHLINE 3/4" MALE ADAPTER 4O BLANK TECHLINE TUBING 5O TECHLINE DRIPLINE 1 IQ L3.3 6O TECHLINE ELBOW 7O FINISH GRADE O MULCH 9O TOPSOIL 10 BLENDED SOIL 11 SCARIFIED SUBGRADE E.H. 7/29/22 SURVEYED: T.L. E.H. 1 1 / 1 8/22 DESIGNED: A.G. E.H. 2/07/22 MS 04/03/23 DRAWN: A.G. MM 04/25/24 CHECKED: C.S. BY DATE APPR APPROVED: P-2-G RA-82 IRREGULAR ODD CURVES IRREGULAR \ AREAS: TRIANGULAR \ SUPPL HEADE ` 1 EXHAUST HEADER F F TOTAL THE COMBINED LENGTH CHECK LONGEST OF THESE LATERALS AND LATERAL AGAINST COMPARE TO THE CHART FOR CHART FOR MAX. MAX. LENGTH OF SINGLE LENGTH OF SINGLE LATERAL. LATERAL BRANCHING OUT JOINING LATERALS LATERALS 10" ROUND PVC BALL VALVE, VALVE BOX SAME SIZE AS HEADER •�i ��IIi �' li\- �� 1, 1��.'I�� I \\� III. SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 0 / /FTYPICAL START CONNECTION ON EXHAUST HEADER. TOTAL LENGTH OF TECHLINE TUBING IN THIS AREA CAN NOT EXCEED THE MAX. LENGTH OF RUN. TYPICAL START CONNECTION ON SUPPLY HEADER. SEE SUB -HEADER J l DETAIL. - - - - - - - TYPICAL TECHLINE START CONNECTION. PARKING ISLAND TYPICAL LAYOUT MANUAL LINE FLUSHING VALVE. TOP OF SLOPE. TECHLINE CV LATERAL TUBING. PVC SUPPLY LATERALS PARALLEL TO THE HEADER. CONTOURS OF THE SLOPE. PVC EXHAUST HEADER. TOE OF 54" MAXIMUM ELEV. SLOPE. CHANGE WITHOUT CHECK VALVE. IF GREATER, TOP 2/3 OF SLOPE: INSTALL INLINE CHECK CONVENTIONAL VALVES EVERY 54" IN ELEV. SPACING. CHANGE. BOTTOM 1/3 OF SLOPE: CONVENTIONAL SPACING PL S 25%. SLOPE FEED LAYOUT REMOTE CONTROL VALVE ASSEMBLY. DRIPLINE HEADER PIPE FILTER FABRIC WASHED DRAIN ROCK MANUAL LINE FLUSHING VALVE 1 1/2" = V-0" 19 NOR ONI NAD NAVD1983//11991 DATU M P-2-G RA-114 O W A S( �P\G R . S /�/A �o oti 1 EX P . 031 S cq PE ARG 04/26/2024 f CITY OF RENTON [;R Planning/Building/Public Works Dept. P-2-G RA-81 R-420036 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT IRRIGATION DETAILS DATE: 03/28/202 FIELDBOOK: PAGE: L3.3 SHEET: OF: 46 48 Ln LO T O C) N O O N 0 W F-- I— z Cw G rr a n a r) w rr w a Know what's below. Call before you dig. nENLARGEMENT: PROMENADE EXHIBIT r, PLANT SCHEDULE PROMENADE SYMBOL TREES CODE QTY BOTANICAL NAME AC2 3 LR 11 ACER CIRCINATUM LIQUIDAMBAR STYRACIFLUA 'ROTUNDILOBA' TM COMMON NAME SIZE VINE MAPLE 6' HT, MULTI TRUNK ROUND -LOBED SWEET GUM 2" CAL SYMBOL CODE QTY BOTANICAL NAME COMMON NAME PLANT SIZE SHRUBS kii CP 9 CALLICARPA BODINIERI 'PROFUSION' PROFUSION BEAUTYBERRY 5 GAL • KJ 6 KERRIA JAPONICA JAPANESE KERRIA 3 GAL O LS 16 LAVANDULA STOECHAS SILVER ANOUK` SPANISH LAVENDER 1 GAL Q PA 6 PEROVSKIA ATRIPLICIFOLIA RUSSIAN SAGE 1 GAL ® SB 33 SPIRAEA BETULIFOLIA BIRCH LEAF SPIREA 2 GAL SYMBOL CODE QTY BOTANICAL NAME COMMON NAME PLANT SIZE GROUND COVERS AV 13 ARCTOSTAPHYLOS UVA-URSI 'VANCOUVER JADE' VANCOUVER JADE KINNIKINNICK 1 GAL CY 53 CEANOTHUS GRISEUS HORIZONTALIS YANKEE POINT' YANKEE POINT CARMEL CREEPER 1 GAL y W W W W W W W W W W W W W W W W W W LS2 1,219 SF COUNTRY GREEN PERFECT BLEND TURF MIX ® SOD DT 115 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL HX 79 HELLEBORUS X BALLARDIAE 'HGC MERLIN' TM HGC MERLIN LENTEN ROSE 1 GAL LB 128 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 1 GAL LP2 89 LONICERA PILEATA PRIVET HONEYSUCKLE 2 GAL RECORD NOTE 04/25/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON C'"'E°9i0ee's 4 INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS SlrucNrel Engineers 5 INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT LandscdPe Architects RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS C""""'PIenners 6 WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT 01003 Lend S-e- AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT thbins 8 ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E A T T 98 E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 283.383.2422 TEL NO. ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Avenue, Site 1620, Seattle, WA 98101 2"2" 425 TEL 24" o.c. 36" o.c. 24" o.c. 18" O.C. 18" O.C. 24" o.c. PERMIT REVISION V.1 PERMIT REVISION CORRECTIONS V.2 PROGRESSIVE CONSTRUCTION SET CONSTRUCTION SET AS -BUILT REVISIONS REVISION E.H. 7/29/22 SURVEYED: T.L. E.H. 1/18/22 DESIGNED: M.S. E.H. 2/07/22 MS 4/03/2 DRAWN:E.H. MM 4/25/2 CHECKED: C.S. BY DATE APPR APPROVED: NOTES 1. SEE SHEET L0.1 FOR TREE RETENTION PLAN 2. SEE SHEETS L1.0 - L1.2 FOR MATERIALS. 3. SEE SHEETS L2.0 - L2.3 FOR PLANTING. 4. SEE SHEETS L3.0 - L.3.3 FOR IRRIGATION. SCALE: PER SHEET ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19SS HORIZONTAL: NAD 1983/1991 DATU M LEGEND EXISTING TREES 5/8" CRUSHED ROCK MAINTENANCE SURFACING GRASSCRETE PAVING, SEE CIVIL ' X 4' WIDE SCORED ONCRETE PATTERN: ROOM FINISH BENCH TYPE 2, SEE MATERIAL PLAN SHEET L1.0 EAVY DUTY CONCRETE: ROOM FINISH. SEE CIVIL. -RANSFORMER ENCLOSURE, >EE ARCH. GRAPHIC SCALE 0 8 16 32 FEET 1/16" = 1 FOOT R-420037 OF W A Sy/ � G�P�� R.sk�ATti�,� IN COMPLIANCE WITH CITY OF RENTON STANDARDS GO 0, ti°� V 260C 7 EX P. 03Q I` '1 PEAR 04/26/2024 CITY OF RENTON 1-q'R Planning/Building/Public Works Dept. WATERSHED APARTMENTS CONSTRUCTION SET DRAFT PROMENADE EXHIBIT DATE: 03/28/202 FIELDBOOK: PAGE: L4.0 SHEET: OF: 47 48 LO T ^ 'T L J C) C) T N LW H H T N a J T N Ir n 0 0 N It 1 It 1 0 w I- z Cw G rr Q n Q n w Ir w Q PLANTING SPECIFICATION SITE PREPARATION 1. SEE CIVIL DRAWINGS FOR GRADING, AND UTILITY LOCATIONS AND DIMENSIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY LOCATIONS PRIOR TO DEMOLITION. CONSULT WITH ARCHITECT AND/ OR GENERAL CONTRACTOR PRIOR TO DEMOLITION. 2. CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM DOCUMENTED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE OWNER'S REPRESENTATIVE IN A TIMELY MANNER SHALL RESULT IN CONTRACTOR ASSUMING RESPONSIBILITY FOR COSTS ASSOCIATED WITH ANY AND ALL REMEDIAL MEASURES REQUIRED. 3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CONFORM TO ALL STATE AND/OR LOCAL CODES. 4. CONTRACTOR SHALL INSTALL ALL PRODUCTS PER MANUFACTURERS SPECIFICATIONS. 5. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM BUILDING REPRESENTATIVE AND OWNER'S REPRESENTATIVE AND REPAIR ANY DAMAGES. 6. CONTRACTOR AND ALL SUBCONTRACTORS SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT AND ORGANIZED CONDITION DAILY. CONTRACTOR SHALL CLEAN ADJACENT SURFACES DAILY AS NECESSARY (COORDINATE WITH GENERAL CONTRACTOR FOR APPROVAL) DAILY. 7. CONTRACTOR SHALL SUBMIT LANDSCAPE PROJECT SCHEDULE TO LANDSCAPE ARCHITECT (L.A.), A MINIMUM OF 4 WEEKS PRIOR TO START OF ANY LANDSCAPE WORK. BULK MATERIALS: 1. DO NOT DUMP OR STORE BULK MATERIALS NEAR STRUCTURES, UTILITIES, WALKWAYS AND PAVEMENTS OR ON EXISTING TURF AREAS OR PLANTS. 2. PROVIDE EROSION -CONTROL MEASURES TO PREVENT EROSION OR DISPLACEMENT OF BULK MATERIALS, DISCHARGE OF SOIL -BEARING WATER RUNOFF, AND AIRBORNE DUST REACHING ADJACENT PROPERTIES, WATER CONVEYANCE SYSTEMS, OR WALKWAYS. 3. DO NOT MOVE OR HANDLE MATERIALS WHEN THEY ARE SATURATED OR FROZEN. PLANTING SOIL: 1. AT GRADE LANDSCAPE AREAS SHALL BE DEEP TILLED TO A DEPTH OF AT LEAST 12 INCHES TO FACILITATE DEEP WATER PENETRATION AND SOIL OXYGENATION. 2. FOR ALL NEWLY LANDSCAPED AREAS AT GRADE, 4 CUBIC YARDS OF COMPOST PER 1,000 SQUARE FEET OF LANDSCAPE AREA SHALL BE INCORPORATED TO A DEPTH OF AT LEAST 6 INCHES. 3. FOR ALL NEWLY LANDSCAPED AREAS, INSTALL SANDY LOAM TOPSOIL. SPREAD TO DEPTHS IN PLAN NOTES, IN ADDITION TO THE INCORPORATION OF ORGANIC MATTER INTO THE TOP HORIZON OF THE IMPORTED SOIL. 4. SEE PLANS FOR SOILS. 4. COMPOST SHALL BE COMPOST MULCH FROM CEDAR GROVE OR APPROVED EQUAL. MULCHING. 1. MULCH SHALL BE APPLIED TO ALL PLANTING AREAS. MULCHES SHALL BE APPLIED TO THE FOLLOWING DEPTHS: 3 INCHES OVER BARE SOIL, AND 2 INCHES WHERE PLANT MATERIALS WILL COVER 2. MULCH TO BE FREE OF DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS, CONSISTING OF COMPOSTED AGED (MIN. 1 YEAR) FIR OR HEMLOCK BARK CHIPS AND TO BE DARK (BLACK) IN COLOR. COMPOST MULCH TO BE WELL -COMPOSTED, STABLE AND WEED -FREE ORGANIC MATTER WITH ORGANIC MATTER COMPRISING 50 TO 60 PERCENT OF DRY WEIGHT. 3. TOP OF MULCH SHALL BE FLUSH WITH FINISH GRADES. DO NOT PLACE MULCH WITHIN 2 INCHES OF TRUNKS OR STEMS. PREPARATION: 1. CLEAN SOIL OF CONCRETE SLURRY, CONCRETE LAYERS OR CHUNKS, CEMENT, PLASTER, BUILDING DEBRIS, OILS, GASOLINE, DIESEL FUEL, PAINT THINNER, TURPENTINE, TAR, ROOFING COMPOUND, ACID AND OTHER EXTRANEOUS MATERIALS THAT ARE HARMFUL TO PLANT GROWTH. PLACING MANUFACTURED PLANTING TOPSOIL OVER EXPOSED SUBGRADE: 1. TILL SUBGRADE TO A MINIMUM DEPTH OF 12" INCHES. REMOVE STONES LARGER THAN 1-1/2 INCHES IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 2. APPLY, ADD SOIL AMENDMENTS, AND MIX APPROXIMATELY HALF THE THICKNESS OF TOPSOIL OVER PREPARED, LOOSENED SUBGRADE. MIX THOROUGHLY INTO TOP 6 INCHES OF SUBGRADE. SPREAD REMAINDER OF TOPSOIL. 3. SPREAD UNAMENDED SOIL TO TOTAL DEPTH REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. 4. APPLY AND MIX TOPSOIL IN LIFTS NOT EXCEEDING 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY COMPACTION EQUIPMENT, AND NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. 5. SOIL WILL BE INSPECTED USING A SOIL AUGER TO ENSURE UNCOMPACTED DEPTH OF AT LEAST 12", AND TOPSOIL WITH ORGANIC MATTER TO AT LEAST 8", OR AS REQUIRED. AUGER MUST PENETRATE AT LEAST REQUIRED TILLED DEPTH UNDER WEIGHT OF INSPECTOR OR IT WILL BE REJECTED. PROTECTION: 1. IF PLANTING SOIL OR SUBGRADE IS OVERCOMPACTED, DISTURBED, OR CONTAMINATED BY FOREIGN OR DELETERIOUS MATERIALS OR LIQUIDS, REMOVE THE PLANTING SOIL AND CONTAMINATION, RESTORE THE SUBGRADE AS DIRECTED BY LANDSCAPE ARCHITECT AND REPLACE CONTAMINATED PLANTING SOIL WITH NEW PLANTING SOIL. 2. REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS SUBSOIL, UNSUITABLE MATERIALS, TRASH, AND DEBRIS AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY UNLESS OTHERWISE INDICATED. PLANT MATERIAL OBSERVATION: 1. LANDSCAPE ARCHITECT MAY OBSERVE PLANT MATERIAL EITHER AT PLACE OF GROWTH OR AT SITE BEFORE PLANTING FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS SPECIES, VARIETY, CULTIVAR, SIZE, AND QUALITY. LANDSCAPE ARCHITECT MAY ALSO OBSERVE TREES AND SHRUBS FURTHER FOR SIZE AND CONDITION OF ROOT SYSTEMS, PESTS, DISEASE SYMPTOMS, INJURIES AND LATENT DEFECTS AND MAY REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. REMOVE REJECTED PLANTS IMMEDIATELY FROM PROJECT SITE. 2. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES AND ROOT SYSTEMS FROM SUN SCALD, DRYING, WIND BURN, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. PROVIDE PROTECTIVE COVERING OF PLANTS DURING SHIPPING AND DELIVERY. PREPARATION: 1. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES AND TURF AREAS AND EXISTING PLANTS FROM DAMAGE CAUSED BY PLANTING OPERATIONS. 2. LAYOUT PLANTS AT LOCATIONS DIRECTED BY PLAN. STAKE LOCATIONS OF INDIVIDUAL TREES AND SHRUBS AND OUTLINE AREAS FOR MULTIPLE PLANTINGS. 3. DELIVERY: DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX HOURS AFTER DELIVERY, SET PLANTS AND TREES IN THEIR APPROPRIATE ASPECT (SUN, FILTERED SUN, OR SHADE), PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 4. FIELD CONDITIONS: VERIFY ACTUAL GRADE ELEVATIONS, SERVICE AND UTILITY LOCATIONS, IRRIGATION SYSTEM COMPONENTS, AND DIMENSIONS OF PLANTINGS AND CONSTRUCTION CONTIGUOUS WITH NEW PLANTINGS BY FIELD MEASUREMENTS BEFORE PROCEEDING WITH PLANTING WORK. 5. PLANT MATERIAL: FURNISH NURSERY GROWN PLANTS TRUE TO GENUS, SPECIES, VARIETY, CULTIVARS, STEM FORM, SHEARING, AND OTHER FEATURES INDICATED ON PLANT SCHEDULE WITH HEALTHY ROOT SYSTEMS DEVELOPED BY TRANSPLANTING OR ROOT PRUNING. PROVIDE WELL -SHAPED, FULL -BRANCHED, HEALTHY, VIGOROUS STOCK, DENSELY FOLIATED WHEN IN LEAF AND FREE OF DISEASE, PESTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS AND DISFIGUREMENT. 6. PRUNING: PRUNE, THIN, AND SHAPE TREES, SHRUBS AND VINES AS DIRECTED BY LANDSCAPE ARCHITECT. 7. LABELING: LABEL AT LEAST ONE PLANT OF EACH VARIETY, SIZE, AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING LEGIBLE DESIGNATION OF COMMON NAME AND FULL SCIENTIFIC NAME, INCLUDING GENUS AND SPECIES. 8. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF PLANTS IS INDICATED ON THE THE DRAWINGS, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD, AND NUMBER THE LABELS TO ASSURE SYMMETRY IN PLANTING. PLANTING: 1. SET OUT AND SPACE GROUND COVER AND PLANTS OTHER THAN TREES, SHRUBS AND VINES AS INDICATED ON DRAWINGS IN EVEN ROWS WITH TRIANGULAR SPACING. 2. USE PLANTING SOIL FOR BACKFILL. 3. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS. 4. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET SOIL. 5. PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE PROTECTION IF PLANTS SHOW EVIDENCE OF RECOVERY FROM TRANSPLANTING SHOCK. REPAIR AND REPLACEMENT: 1. REPAIR OR REPLACE EXISTING OR NEW TREES AND OTHER PLANTS THAT ARE DAMAGED BY CONSTRUCTION OPERATIONS, IN A MANNER APPROVED BY LANDSCAPE ARCHITECT. CLEANING AND PROTECTION: 1. DURING PLANTING, KEEP ADJACENT PAVING AND CONSTRUCTION CLEAN AND WORK AREA IN AN ORDERLY CONDITION. 2. REMOVE SURPLUS SOIL AND WASTE MATERIAL INCLUDING EXCESS SUBSOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY. 3. PROTECT PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS AND OPERATIONS OF OTHER CONTRACTORS AND TRADES. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. 4. AFTER INSTALLATION AND BEFORE SUBSTANTIAL COMPLETION, REMOVE NURSERY TAGS, NURSERY STAKES, TIE TAPE, WIRE, BURLAP, AND OTHER DEBRIS FROM PLANT MATERIAL, PLANTING AREAS, AND PROJECT SITE. MAINTENANCE SERVICE: 1. LANDSCAPE CONTRACTOR SHALL PROVIDE MAINTENANCE BY SKILLED EMPLOYEES OF LANDSCAPE INSTALLER AND MAINTAIN THE PLANT MATERIAL, IRRIGATION SYSTEM AND KEEP PLANTED AREAS WEED FREE. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTS ARE INSTALLED AND CONTINUE UNTIL PLANTINGS ARE ACCEPTABLY HEALTHY AND WELL ESTABLISHED AND THROUGHOUT WARRANTY PERIOD. WARRANTY: 1. INSTALLER AGREES TO REPAIR OR REPLACE PLANTINGS AND ACCESSORIES THAT FAIL IN MATERIALS, WORKMANSHIP, OR GROWTH WITHIN SPECIFIED WARRANTY PERIOD. WARRANTY PERIOD TO BE FOR 12 MONTHS FROM DATE OF UNTIL FINAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS REPRESENTATIVE. IRRIGATION SPECIFICATION GENERAL 1. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. 2. DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. 3. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING WALLS, ETC. THE SHALL COORDINATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUBCONTRACTORS FOR THE LOCATION AND THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING, STRUCTURES, ETC. 4. NOTIFY LANDSCAPE ARCHITECT OF ANY ASPECTS OF LAYOUT THAT WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL THEIR INSTRUCTIONS ARE OBTAINED. PIPING 5. FOR RING-TITE PVC MAIN LINE PIPING INSIDE SLEEVES USE 1120-315 PSI PVC PLASTIC PIPE WITH SCHEDULE 40 PVC COUPLINGS. 6. IN ADDITION TO THE SLEEVES AND CONDUITS SHOWN ON THE DRAWINGS, THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF SLEEVES AND CONDUITS OF SUFFICIENT SIZE UNDER ALL PAVED AREAS. 7. ALL LATERAL PIPING BENEATH PAVED AREAS SHALL BE SCHEDULE 40 PVC PIPE. 8. WHERE IT IS NECESSARY TO EXCAVATE ADJACENT TO EXISTING TREES, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO TREES, AND TREE ROOTS. EXCAVATION IN AREAS WHERE 2 INCH AND LARGER ROOTS OCCUR SHALL BE DONE BY HAND. ROOTS 2 INCHES AND LARGER IN DIAMETER SHALL BE WRAPPED IN A PLASTIC BAG AND SECURED WITH A RUBBER BAND. TRENCHES ADJACENT TO TREE SHOULD BE CLOSED WITHIN 24 HOURS; WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE SHALL BE KEPT SHADED WITH BURLAP OR CANVAS. BACKFLOW PREVENTION ASSEMBLY 9. THE BACKFLOW DEVICE SHALL BE INSTALLED ACCORDING TO LOCAL WATER PURVEYOR, HEALTH DEPARTMENT, STATE, AND FEDERAL REQUIREMENTS. 10. INSTALL BACKFLOW ASSEMBLY IN CENTER OF VALVE BOX. ALLOW ADEQUATE ROOM (6-8" PREFERABLY) ON BOTH SIDES OF ASSEMBLY FOR ACCESS. 11. STACKED VAULT BOXES MUST BE PERMANENTLY FASTENED TOGETHER. 12. SUPPORT ALL DOUBLE CHECK ASSEMBLIES 1.5" IN SIZE AND GREATER. SUPPORTS SHALL NOT INTERFERE WITH MAINTENANCE OR NORMAL OPERATION OF THE ASSEMBLY. 13. FLUSH LINES THOROUGHLY BEFORE INSTALLING ASSEMBLY. 14. WHERE DISTANCE BETWEEN WATER METER OR TAP AND BACKFLOW DEVICE IS GREATER THAN 10', ALL EXPOSED PIPING SHALL BE STENCILED "FEED LINE TO BACKFLOW PREVENTER - DO NOT TAP" AT 5INTERVALS. 15. IRRIGATION CONTRACTOR TO COORDINATE WITH RENTON WATER FOR PREINSTALLATION REQUIREMENTS, MUNICIPAL INSTALLATION, INSPECTION AND TESTING OF BACKFLOW PREVENTION DEVICE. VALVES 16. VALVE LOCATIONS SHOWN ARE DIAGRAMMATIC. INSTALL IN GROUND COVER/SHRUB AREAS WHERE POSSIBLE (NOT IN LAWN AREA.) 17. INSTALL VALVE BOXES MINIMUM 12" FROM AND PERPENDICULAR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEATURE. AT MULTIPLE VALVE BOX GROUPS, EACH BOX SHALL BE AN EQUAL DISTANCE FROM THE WALK, CURB, LAWN, ETC. AND EACH BOX SHALL BE MINIMUM 12" APART. SHORT SIDE OF VALVE BOXES SHALL BE PARALLEL TO WALK, CURB, LAWN, ETC. 18. LOCATE QUICK COUPLING VALVE 12" FROM HARDSCAPE AREA AND NO FURTHER THAN 100' APART. CONTROLLER & WIRING 19. ELECTRICAL CONTRACTOR TO SUPPLY 120 VAC (2.5 AMP) SERVICE TO CONTROLLER LOCATION. IRRIGATION CONTRACTOR TO MAKE FINAL CONNECTION FROM ELECTRICAL STUB -OUT TO CONTROLLER. 20. EACH CONTROLLER SHALL HAVE ITS OWN INDEPENDENT GROUND WIRE. 21. REMOTE CONTROL VALVES SHALL BE WIRED TO CONTROLLER IN SEQUENCE AS SHOWN ON PLANS. RUN WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING WIRES TOGETHER OUTSIDE OF RECORD NOTE 04/25/2024 Civil Engineers THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON 4 PERMIT REVISION V.1 E.H. 7/29/22 SURVEYED: SCALE: INFORMATION SUBMITTED, IN PART, BY OTHERS. WHILE THIS =1 s,,°°'°rs'E "ee`s T.L. 5 PERMIT REVISION CORRECTIONS V.2 E.H. 1/18/2 PER SHEET a INFORMATION IS BELIEVED TO BE RELIABLE, AHBL IS NOT °°eCe°e� hNe DESIGNED SRESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS C°'"m°"'"Pe""ers 6 PROGRESSIVE CONSTRUCTION SET E•H• 2/07/2■ 7 CONSTRUCTION SET MS 4/03/2 Dw+wN E.H. WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT O "e19°°°rs AS -BUILT REVISIONS MM 4 25 2 CHECKED: ONE INCH AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT $ / / AT FULL SCALE Know what's below. ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS 22 A C O M A 30 E A T T 98 E C.S. IF NOT ONE INCH Call before you dig. ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1200 Sixth Ave ute eS tet1620, Seatt ea WA 98101 2" 2" 425 TEL NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM VALVE BOXES WILL NOT BE PERMITTED. 22. SPLICING OF 24-VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN. TAPE WIRE IN BUNDLES 10 FEET ON CENTER. NO TAPING PERMITTED INSIDE SLEEVES. 23. INSTALL A SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAIN LINE. LOOP 36" EXCESS WIRE INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. SPRINKLERS 24. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE DESIGNATED ON THE PLANS. 25. IN LOCATIONS WHERE LOW HEAD DRAINAGE WILL CAUSE EROSION AND EXCESS WATER, USE POP-UP SPRINKLER MODELS WITH INTEGRAL CHECK VALVE OR CHECK VALVE ON SHRUB RISERS IN LIEU OF SCHEDULE 80 COUPLING. 26. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS AND/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. 27. WHEN VERTICAL OBSTRUCTIONS (STREET LIGHTS, TREES, FIRE HYDRANTS, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER, THIRD OR HALF CIRCLE HEAD AT THE SIDES OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. OPERATION 28. 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 1/2" MIN. TO DRAINS. PRESSURIZED AIR NOT TO EXCEED 20 PSI ON DRIP IRRIGATION LINES. 29. OPERATE IRRIGATION CONTROLLER(S) BETWEEN THE HOURS OF 10:00 PM AND 5:00 AM TO MINIMIZE CONFLICTS WITH PEDESTRIANS AND VEHICULAR PARKING OR TRAFFIC. 30. INSTALL DRIP LINES ACCORDING TO MANUFACTURER'S INSTRUCTIONS. NO DRIP TUBING SHALL BE LEFT EXPOSED. ROOFTOP IRRIGATION: 31. BACKFLOW PREVENTER AND VALVES SHALL BE PLACED IN VALVE BOXES IN RAISED BEDS OR PLANTERS OR WALL MOUNT WHERE NOT VISIBLE TO USERS IN ACCESSIBLE SPACE. GET APPROVAL OF LOCATION FROM LANDSCAPE ARCHITECT BEFORE INSTALLING. 32. 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 OF W A S- zc)e SG R .'S if/AT ��ll1 �1b� V 7 EXP.03�°�� c'I PE A R G 04/26/2024 CITY OF RENTON [;R ikov Planning/Building/Public Works Dept. R-420038 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATERSHED APARTMENTS CONSTRUCTION SET DRAFT SPECIFICATIONS DATE: 03/28/2023 FIELDBOOK: PAGE: DRAVPNG NO: L5.0 SHEET: OF: 48 48 Ln T T LO O O T N u �, T N Q J M