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4 3 1 2 I 7 L B A 3' MAX TO LIMIT PEA GRAVEL PERMEABLE FIELD MATERIAL u D Z"� u v� c? u �� c? u Q u �� Q u �� Q u �� Q Q u v n n J n I° n ° n ° n ° n ° ° FIELDnSUBGRADE n ° J C7 C�l 0 C�l 0 C�l C� D D D D D D 4" PERFORATED CORRUGATED LATERAL I � PERMEABLE STRUCTURAL DRAIN PIPE b u + N-12 SOIL BEARING FABRIC e D p e D p e c' p e c' p e D p e D 2" MIN CAALL EN SN OF LATERAL PIPE -I PEA GRAVEL - 3" MIN. COMPACTED SUBGRADE NATURAL TURF FIELD 1 SUBSURFACE DRAINAGE LATERAL FZZO NOT TO SCALE ►i,`�eleleleG J>:lelelelel■I■I■I■I■I■I■I■I■I■lelelel� SNAP CAP ALL IMPERVIOUS ENDS OF LATERAL LINER, FLOOD TUBING CONTINUOUS PLANE MITIGATION, SEE CIVIL 2 SUBSURFACE FLAT DRAIN FZZO NOT TO SCALE PERMEABLE AGGREGATE �o �00°ooc� FIELD SUBGRADE 1 12" FLAT DRAIN (TYP) SYNTHETIC TURF FIELD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ° ° p ° ROOT ZONE SAND b �O b �O Q u CQ Q u CQ d . p �O p u CQ 0 u C:�'Q d o p 40 p zO p oo o u CQ <4 u C:�'Q d u �Q d o �Q d a a a fELD SUBGRADE a a a v RIDGE/ HP 0 ° c2 p ° �/ D o PEA GRAVEL ° �/ D o ° �/ D o ° �/ o ° �/ D 0 ° c/ p Q U p 0 0 U p v C2 U p v C2 U p l v C2 D p v C2 U p'3 v 0 o oQ D oQ • o oQ oQ g-0 4» PERFORATED _ a 2" MI 3 SUBSURFACE DRAINAGE RIDGE FZZO NOT TO SCALE CORRUGATED POLYETHYLENE LATERAL DRAIN PIPE N-12 PERMEABLE STURCTURAL SOIL BEARING FABRIC COMPACTED SUBGRADE CORRUGATED POLY PIPE 4" PERFORATED CORRUGATED 1 VARIES IN LENGTH POLYETHYLENE LATERAL DRAIN PIPE N-12 F220 u00 o ° u00 o ° u o ° uc' ° uc' ° u�° p uc)° p °� S=.0.50%u0° p ° D b Q D p D p D p D p D p 40 a a 40 a v a v O p ° O p ° O ev 2 M I N PEA GRAVEL 4" INSIDE PIPE GEOTEXTILE FABRIC COMPACTED SUBGRADE 4" PVC INSERT -A -TEE I' 1 CPEP COLLECTOR, FOR INVERT ELEVATIONS AND PIPE SIZE SEE DRAINAGE SHEET 4 SUBSURFACE DRAINAGE SIDE INLET TEE CONNECTION F220 NOT TO SCALE 4" X 12" SNAP TEE FLAT DRAIN BASE COURSE PERMEABLE AGGREGATE SLOPE WITH SUBGRADE 0 ° 74 COMPACTED SUBGRADE FIELD SUBGRADE SLOPE 1 0.50% EXCEPT AT END TRANSITION AREAS 4 FLAT DRAIN°oo.Q °o TO PERFORATED 6 ° ° ° o ° ° COLLECTOR <(TYP.)' ° F OPEN DISCHARGE INTO p o0 0 0 p 4 PEA GRAVEL a �oo • a o I ° oo • a a , ° PERF. CPEP COLLECTOR, SIZE 3/4" x 1 /2" ° ° ° ° ° ° ° VARIES, SEE DRAINAGE PLAN O Q ° O Q ° O Q ° O ° CIO Q WASHED PEA GRAVELI IMPERVIOUS LINER, SEE CIVIL 5 FLAT DRAINAGE OPEN DISCHARGE TEE CONNECTION FZZO NOT TO SCALE 4 NON-INFILLED F210 SYNTHETIC TURF EXPANSION JOINT 1:2 BEVEL (TYP) 3 CONCRETE CONCRETE 5 F210 CURB 60.E 6" 6" PAVING 7755 F210 IIIIIIIIIIIIIIIIIIII IIII I�IIIIIIIII IIIIIIIIII IIIIIIIIIIIIIIIIIIIII III a v a 4 a 1 /2" a MAX CONCRETE 9.8" TO a 4 BOTTOM 0 OF Q FLANGE 0 0 '7 a� o 0 �7 BASE 4" MIN a 1-�I TI AGGREGATE COMPACTED I III 1 11 SUBGRADE 6 TRENCH DRAIN AT CONC CURB FZZO NOT TO SCALE 4 NON-INFILLED F210 SYNTHETIC TURF EXPANSION JOINT 1:2 BEVEL (TYP) 3 CONCRETE CONCRETE F210 CURB 6" _ � 6" i PAVING 0. 5" 116,.1 " 11111111111111111111 5 Q 4 F210 a a a CONCRETE a a 265" 0 0 0 0 BASE 0 AGGREGATE 4 CPEP CONNECTION TO FIELD DRAINAGE —I _ SYSTEM. a - TRENCH DRAIN CATCH BASIN a 4" MIN a COMPACTED SUBGRADE 7 TRENCH DRAIN CATCH BASIN F220 NOT TO SCALE GENERATOR STUDIO TENANT SEATTLE SOUNDERS FC 159 S. JACKSON STREET, #200 SEATTLE, WA 98104 SOUNDERSFC.COM OWNER I 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) 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 206.343.0460 CPLINC.COM MEP ENGINEER HENDERSON ENGINEERS 8345 LENEXA DRIVE, #300 LENEXA, KS 66214 816.663.8700 HENDERSONENGINEERS.COM DEVELOPMENT ENGINEERING Wanders 05/10/2023 ' ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 \G J. Gp4O a+ wz� s LJ LJ \ tiN �o 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 DRAINAGE DETAILS R-423876 HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM