Loading...
HomeMy WebLinkAboutR-4238765 4 .�7 2 0o fV LLI O i 7 1 F210 2 F210 B 3 F210 A COMPACTED SUBGRADE 4" PERF. CORR. POLY. DRAIN TUBING ADS N-12. TO FULL DEPTH OF TRENCH & 2" CROWN. SAN D BASED NATU RAL TU RF FI ELD SECTION NOT TO SCALE INFILLED SYNTHETIC TURF SYSTEM FINISH GRADE 2" TOP COURSE PERMEABLE AGGREGATE- 9"-13.45" BASE COURSE PERMEABLE AGGREGATE IMPERVIOUS LINER- OOO CARIES, SEE O OOP- OO GRADING PLAN FLAT DRAIN FLOOD PLATE MITIGATION - SEE CIVIL SYNTHETIC TURF FIELD SECTION NOT TO SCALE 12" Ll ° © a � p 061 p MIN. 3" ° ° MII�N. 3" ° 4I 4 4" PERF. CORR. POLY. DRAIN TUBING ADS N-12 SEE DRAINAGE SHEET FOR INVERT ELEV. INFORMATION 15' O.C. 1 " SAND -BASED SOD 12" ROOT ZONE SAND MIX 6" 4x8 PEA GRAVEL CLEAN, WASHED 4x8 PEA GRAVEL AS NECESSARY FOR LEVELING. 12" ° " \ o� aoo MIN. I '_Wl I 0 \ ° / o o C7 p o o C7 p o o C7 p o o C7 p o o C7 p o o - Oo� �O 00�0 O 000 Oo� 000 0 O 0- O O VARIES, SEE O O O O O n �O GRADING PLAN n � �O n I n BASE BID SYNTHETIC TURF SECTION DEPTH MAY VARY: ADJUST FIELD PROFILE IN THE BASE COURSE PERMEABLE AGGREGATE LIFT ACCORDINGLY. O SLOPING SUBGRADE, FLAT DRAIN SEE GRADING PLAN ALTERNATE CHAINLINK FENCE INFILLED SYNTHETIC TURF SYSTEM GRADE v 1" SUPPLEMENTAL PAD 2" TOP COURSE PERMEABLE AGGREGATE 8"-12.45" BASE COURSE PERMEABLE AGGREGATE -IMPERVIOUS LINER 1 SAND -BASED NATURAL TURF TRENCH 6 DRAIN F220 3/4" PILE HEIGHT, F210 x NON-INFILLED NAILER, EMBEDDED IN SYNTHETIC TURF 5/8 PANELIZED CONCRETE CURB SUPPLEMENTAL PAD SLOPE TO DRAIN FINISH �e GRADE + + 3/4" PRE -MOLDED Q-° d_ - - - + + + a ° ° d DRAINAGE PANEL + + + + $ a 0 0 0 0 0 0 `7 '7 0 0 '7 '7 0 0 0 '7 0 + + + + g o000000000000000o CONCRETE PAVING 5 + + + + o0000000000000000o F210 d ° ° III III III 3 CONCRETE C OMPACTED F210 CURB @PLAYER PATIO SUBGRADE WRAP TURF AND STAPLE TO NAILER 2 2 RECYCLED PLASTIC WRAP TURF AND STAPLE TO NAILER 3 4" PILE HEIGHT, 1 SAND -BASED NON-INFILLED F210 NATURAL TURF 2x2 RECYCLED PLASTIC SYNTHETIC TURF 5/8" PANELIZED NAILER, EMBEDDED IN 4 F210 CONCRETE CURB SUPPLEMENTAL PAD SLOPE TO DRAIN /I Im, I I ZIFINISH GRADE INU + ...+ + +++ '7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 +++++++ ° o00000000000000000000000000o CONCRETE PAVING 5 + + ° + IF210 , I' ir I III III III IIICOMPACTED 3 CONCRETE @ WALKWAY SUBGRADE F210 CURB NON-INFILLED SYNTHETIC TURF NOT TO SCALE 0.5" 45` CHAMFER p o " ° p p ° ALTERNATE EXPANSION JOINT AND WEAKENED PLAN/CONTROL JOINT AT EACH POST. CONCRETE 2.5 CLR ° 12" PAVING JOINTS TO ALIGN WITH q OF FENCE POSTS OF p P WHERE INCLUDED. h p D 0.5" 45° ° TOOLED CHAMFER TOOLED EDGE EDGE o °, P p o v° 2.5" CLR � p moo"#4 REBAR p. p D Q D ° °D © D D o ° o CONTINUOUS LOCATE (2) o° ° I p° Is ° p CONTINUOUS #4 BAR OE PLAN VIEW 011!1117 ° WITHIN THE BOTTOM #4 REBAR ° CONTINUOUS op ° 1 30% OF THE CURB MASS PROVIDE FENCE POST ° °a ADEQUATE COVER 0.5" 45° CHAMFER © PLAN VIEW ° o 12" #4 REBAR 12„ CONTINUOUS 0.5" 45° CHAMFER ° ° f a CONTINUOUS CONC. °loe ° MIN. 3" ° d ° 0 3/8" IMPREGNATED ° � #4 REBAR _ FIBER BOARD @ ALL ° CONTINUOUS - LOCATE (2) CONTINUOUS LOCATIONS, FULL DEPTH DO SECTION @ FENCE POST #4 BAR WITHIN THE �-► OA SECTION BOTTOM 30% OF THE LOCATIONS CURB MASS PROVIDE O ELEVATION ADEQUATE COVER © ELEVATION AT FENCE POSTS CONCRETE CURB & EXPANSION JOINT NOT TO SCALE FENCE POST FOOTING 3/8" IMPREGNATED FIBER BOARD @ ALL LOCATIONS, FULL DEPTH @ FENCE POST LOCATIONS EXPANSION JOINT / SEALANT I a a EXPANSION JOINT l 3/8" EXPANSION\° H a/ 4" BAND WITH JOINT WITH 2" SMOOTH FINISH POLYURETHANE 2" CENTERED ON JOINT SEALANT EXPANTION JOINT FINISH GRADE a 8 a 4 4 4 o ° a a a 4 a a a as a 0 0 0 0 0 0 0 0 0 0 0 0'7 0 0 '70 0 0 0 '7 '7 0 0 0 0 0 7 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 '7 '7 0 0 7 0 SUBGRADE COMPACTED TO 95% MIN. A: CONCRETE PAVING AT EXPANSION JOINT HAND -TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS GRADE a s a U a 41 a a 0 0 0 0 0 0 0 0 0 0 7 0 7 0 0'7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SUBGRADE COMPACTED _ TO 95% MIN. B: CONCRETE PAVING WITH WEAKENED PLANE JOINT 5 F210 CONCRETE PAVING 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 NJanders 05/10/2023 ' ARCHITECT: MICHAEL J. KRESS LICENSE NO. 12779 6" CONCRETE PAVING LIGHT BROOM FINISH ��W co�oiyG #4-18"o O.C/ E.W. 6" CRUSHED °s9�b\�o\ S FXP.1012 SURFACING TOP C'q P E A RG� COURSE NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 6" CONCRETE PAVING LIGHT BROOM FINISH #4-18" O.C/ E.W. 6" CRUSHED SURFACING TOP COURSE NOTE: EXPANSION JOINT TO BE INSTALLED AT ALL INTERFACE BETWEEN CONCRETE PAVING AND VERTICAL WALL OR EXISTING CONCRETE PAVING 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 TYPICAL SECTIONS R-423875 HOGAN © 2022 GENERATOR STUDIO LLC 41412022 5:40:59 PM