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HomeMy WebLinkAboutR-4238650 C B A 5 1 4 1 3 1 2 WETLAND FLAG AREA B (Bl—B18) (D SAT " \ ASPH �II PAVA i 7/1 _ 1� 7- �V CB-4�5-- l"\\ TYP ATCH BASIN f l T`NTb1=1'tLI I-L� — RIM 21.00 /L+ _ VA6Y -- -- 5 - FG 21.5(�--� �— \ SG 20.50( 77 GRAVEL 4" CORRUGATED��'-- ---- _ \� \ \\\ \ \ 1 STIC PIPE / c EET F122 cn 3PHi --------� ——_—T __-------------= -_ _-� t---- --- - --- _--DAIS ----- -� r------ ------� ---- _ -----------_- ------� — Rtivr1.50 \ / I\ 1 1 J / JZ�j \ j FIELD ELEVATIONS 158 I_- P� � 157 8 11 PC ASP -SIX SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.50 QD SYNTHETIC TURF FIELD RIDGE: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.45 SYNTHETIC TURF FIELD VALLEY: FINISH GRADE OF INFILL: 21.50 FINISH GRADE OF SUPPLEMENTAL PAD: 21.37 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE: 21.29 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE: 21.12 SUBGRADE ELEVATION: 20.00 SYNTHETIC TURF SECTION MAY VARY: ADJUST FIELD PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE LIFT ACCORDINGLY. GRADING LEGEND — 110EXISTING CONTOUR LINES 411.52JL SPOT ELEVATION 411 1 NEW CONTOUR LINES 411.5 — — NEW HALF CONTOUR LINES S=2.0%, SURFACE SLOPE C CONSTANT SURFACE SLOPE v —� MATCH TO EXISTING ----- GRADE BREAK LIMIT OF PERMEABLE AGGREGATE LIMIT OF SAND BASED TURF CATCH BASIN INLET (C.B.I.) TYPE 1 CHAINLINK FENCE AND CONCRETE CURB r CHAINLINK FENCE TRENCH DRAIN FG FINISH GRADE SG SUBGRADE GRADING NOTES 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% WITH 12" MAX LIFTS. 4. STRIP FIELD AREA OF EXISTING SOD AND ORGANIC MATERIALS AND DISPOSE OF OFF SITE. ALL EXCESS AND UNSUITABLE SOIL MATERIALS SHALL BE REMOVED AND DISPOSED OF OFF SITE. 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 6. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) 30. (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 0 30' 60' SCALE: 1" - 30' 0 0 Know what's below. Call before you dig EGE:NERATOR STUD10 TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER / DEVELOPER UNICO PROPERTIES LLC 1215 FOURTH AVENUE, SUITE 600 SEATTLE, WA 98161 UNICOPROP.COM ARCHITECT GENERATOR STUDIO LLC 1615 BALTIMORE AVE KANSAS CITY, MO 64108 816.333.6527 GENERATORSTUDIO.COM LANDSCAPE ENGINEER D.A. HOGAN & ASSOCIATES, INC. 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 206.285.0400 DAHOGAN.COM STRUCTURAL & CIVIL ENGINEER COUGHLIN PORTER LUNDEEN (CPL) 901 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 916.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2 123 ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 SEAL SEATTLE SOUNDERSFC HEADQUARTERS & TRAINING CENTER 1901 OAKESDALE AVENUE SW RENTON, WA 98057 FIELD CONSTRUCTION ISSUE DATE: 05.01.2023 REV DESCRIPTION DATE PROJECT NO. 21032 DRAWN BY: REF CHK'D BY: EJG SHEET TITLE GRADING PLAN FIELD 4 R-423864 r-N A U n /07 A N 11 F12 02022 GENERATOR 5TUUID LLC 4/4N22 5;40;59 PM