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HomeMy WebLinkAboutP_VMAC_Reno+Expand_UtilityPlanConceptual_251125_v1C AB D E IPF NOT FOR CONSTRUCTION N Sheet Number Original is 42 x 30. Do not scale contents of this drawing. Sheet Title Professional Seals Key Plan In Association with Project All reproduction & intellectual property rights reserved © No.Description Date MKA ENGINEERS 1301 Fifth Avenue, Suite 3200 Seattle, WA, 98101 Structural and Civil Engineers Prepared For Project No: 1200 5th Ave Suite 500 Seattle, WA 98101 BERGER PARTNERSHIP 1301 5th Ave Seattle, WA, 98101 Landscape Architects HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300 Lenexa, KS, 66214 Mechanical, Electrical, and Plumbing Engineers WJHW 3424 Midcourt Rd. #124 Carrollton, TX 75006 Audio/Visual 11 / 1 2 / 2 0 2 5 1 1 : 3 6 : 4 1 A M VM A C - M P - H O K - A R C H _ d e t a c h e d . r v t VIRGINIA MASON ATHLETIC CENTER - EXPANSION & RENOVATION FOOTBALL NORTHWEST LLC 25.05009.01 2025 12 SEAHAWKS WAY, RENTON, WA 98056 Hellmuth, Obata & Kassabaum, Inc. 1 SHORELINE SUB DEV PERMIT 2025-11-24 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VIRGINIA MASON ATHLETIC CENTER CIVIL CONSTRUCTION PERMIT VI R G I N I A M A S O N A T H L E T I C C E N T E R VI R G I N I A M A S O N A T H L E T I C C E N T E R 11 / 2 4 / 2 0 2 5 1 0 : 4 8 A M U S E R : sl p P A T H : j: \ v m a c c i v r e n o v e x p a n s c i v \ C A D \ D D \ C 0 0 1 _ C o v e r . d w g L A Y O U T : C0 0 1 PR : LU A : C: AA A N N N N N N N LEGEND AND ABBREVIATIONS &AND @ AT Δ, D DEFLECTION ANGLE ^, DEG DEGREE ~, DIA DIAMETER #NUMBER %PERCENT f'c CONCRETE COMPRESSIVE STRENGTH fy REINFORCING STEEL YIELD STRENGTH ABAN ABANDON (-ED) AC ASBESTOS CEMENT, ASPHALT CONCRETE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADJ ADJACENT, ADJUST (-ED, -MENT, -ABLE) AGGR AGGREGATE ALT ALTERNATE, ALTERNATIVE APPD APPROVED APPROX APPROXIMATE (-LY) ARCH ARCHITECT (-URAL) ASPH ASPHALT ASSY ASSEMBLY ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATB ASPHALT TREATED BASE AVE AVENUE BCR BEGIN CURB RETURN BFP BACK FLOW PREVENTER BLDG BUILDING BLK BLOCK (-ING) BM BEAM, BENCH MARK BMP BEST MANAGEMENT PRACTICE BOL BOLLARD BOT BOTTOM BOW BOTTOM OF WALL BSMT BASEMENT BTWN BETWEEN BVC BEGIN VERTICAL CURVE CANT CANTILEVER CB CATCH BASIN CC CENTER TO CENTER CDF CONTROLLED DENSITY FILL CFS CUBIC FEET PER SECOND CI CAST IRON CIP CAST-IN-PLACE CJ CONSTRUCTION JOINT CL CENTERLINE CLR CLEAR (-ANCE) CMP CORRUGATED METAL PIPE CNR CORNER CO CLEAN OUT COL COLUMN COMB COMBINATION COMM COMMUNICATION CON CONCENTRIC CONC CONCRETE COND CONDUIT, CONDITION CONN CONNECT (-ION) CONST CONSTRUCTION CONT CONTINUATION, CONTINUE, CONTINUOUS CONTR CONTRACTOR COORD COORDINATE, COORDINATION CORP CORPORATION CP CONTROL POINT, CENTER POINT CTB CEMENT TREATED BASE CTR CENTER CU CUBIC CULV CULVERT D, Δ DEFLECTION ANGLE DB DUCTBANK DEG, ^ DEGREE DEMO DEMOLISH, DEMOLITION DEPT DEPARTMENT DET DETAIL DI DUCTILE IRON DIA, ~ DIAMETER DIAG DIAGONAL DICA DRILLED-IN CONCRETE ANCHOR DIM DIMENSION DIR DIRECTION DOM DOMESTIC DS DOWNSPOUT DWG DRAWING DWL DOWEL DWY DRIVEWAY (E)EXISTING E EAST (-ING) EA EACH ECC ECCENTRIC ECR END CURB RETURN EG EXISTING GRADE EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL EMBED EMBED (-DED, -MENT) ENGR ENGINEER EOR ENGINEER OF RECORD EQ EQUAL EQUIP EQUIPMENT ESMT EASEMENT EST ESTIMATE (-D) EVC END VERTICAL CURVE EW EACH WAY EXCAV EXCAVATION EXIST EXISTING EXP EXPANSION EXT EXTERIOR FD FOUNDATION DRAIN, FOOTING DRAIN FDC FIRE DEPARTMENT CONNECTION FDN FOUNDATION FF FINISHED FLOOR FG FINISHED GRADE FH FIRE HYDRANT FIN FINISH (-ED) FL FLOOR, FLOWLINE, FLANGE FM FORCE MAIN FT FOOT, FEET FTG FOOTING G GAS, GUTTER GA GAGE, GAUGE GAL GALLON GALV GALVANIZE (-D) GB GRADE BREAK GEN GENERAL GPM GALLONS PER MINUTE GV GATE VALVE H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HIGH POINT HT HEIGHT HTB HORIZONTAL THRUST BLOCK HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IN INCH INCL INCLUDE (-D), INCLUDING INFO INFORMATION INT INTERIOR, INTERSECTION INV INVERT IRR IRRIGATION JT JOINT LARCH LANDSCAPE ARCHITECT (-URAL) LAT LATERAL LB POUND LF LINEAR FEET LOC LOCATE (-D), LOCATION LP LOW POINT LT LEFT LVL LEVEL MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURE (-R) MH MANHOLE MIC MONUMENT IN CASE MIN MINIMUM, MINUTE MISC MISCELLANEOUS MJ MECHANICAL JOINT ML MATCHLINE MON MONUMENT MSE MECHANICALLY STABILIZED EARTH MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTH (-ING) NA NOT APPLICABLE NE NORTHEAST NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OPNG OPENING OPP OPPOSITE (HAND) OPT OPTION (-AL) ORIG ORIGINAL OWS OIL/WATER SEPARATOR PC POINT OF CURVATURE PCC POINT OF COMPOUND CURVATURE, PORTLAND CEMENT CONCRETE PED PEDESTRIAN PERF PERFORATED PERP PERPENDICULAR PI POINT OF INTERSECTION PIV POST INDICATOR VALVE PL PROPERTY LINE, PLATE PLUMB PLUMBING POLY POLYETHYLENE PRC POINT OF REVERSE CURVATURE PROP PROPERTY PROT PROTECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY, POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVMT PAVEMENT Q FLOW RATE R RADIUS RCMD RECOMMEND (-ED) RCP REINFORCED CONCRETE PIPE RED REDUCER, REDUCING REF REFER (-ENCE) REINF REINFORCE (-D, -MENT), REINFORCING REQD REQUIRED RET RETAINING REV REVISION RIM RIM ELEVATION RJ RESTRAINED JOINT RL RAIN LEADER ROW RIGHT-OF-WAY RPM RAISED PAVEMENT MARKER RT RIGHT RW RECYCLED WATER S SLOPE, SOUTH SCHED SCHEDULE SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTHEAST SECT SECTION SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SPC SPACE SPEC SPECIFICATION SQ SQUARE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STL STEEL STRUC STRUCTURAL, STRUCTURE SW SOUTHWEST SYM SYMMETRICAL TB THRUST BLOCK TC TOP OF CURB TD TRENCH DRAIN TEMP TEMPORARY TESC TEMPORARY EROSION AND SEDIMENT CONTROL TOF TOP OF FOOTING TOW TOP OF WALL TYP TYPICAL UNO UNLESS NOTED OTHERWISE UTIL UTILITY V VERTICAL VAC VACUUM VB VALVE BOX VC VERTICAL CURVE VDM VERTICAL DRAINAGE MATERIAL VERT VERTICAL VIF VERIFY IN FIELD VOL VOLUME VTB VERTICAL THRUST BLOCK W WATER, WEST, WIDTH W/WITH W/O WITHOUT WHT WHITE WP WORK POINT WPJ WEAKENED PLANE JOINT WS WATER SURFACE WT WEIGHT WWF WELDED WIRE FABRIC YD YARD YEL YELLOW DESCRIPTION SYMBOL DESCRIPTION SYMBOL LIMITS OF WORK PROPERTY LINE EASEMENT LINE CENTERLINE CONSTRUCTION ENTRANCE CATCH BASIN INSERT SEDIMENT CATCHMENT AREA STONE / SAND BAG ROCK CHECK DAM STRAW BALE FILTER FABRIC FENCE CENTERLINE OF SWALE TOP OF SLOPE SLOPE TOE OF SLOPE SEDIMENTATION BARRIER RETAINING WALL SCREEN WALL FENCE FIXED BOLLARD STRUCTURE LIMITS OF STRUCTURE BELOW GRADE LIMITS OF STRUCTURE OVERHEAD GRADE BREAK MAJOR GRADING ELEVATION CONTOUR MINOR GRADING ELEVATION CONTOUR PERFORATED STORM DRAIN STORM DRAIN AREA DRAIN CAPPED END PLUGGED END CATCH BASIN CLEANOUT INLET MANHOLE TRENCH DRAIN SOLIDWALL FOUNDATION DRAIN PERFORATED FOUNDATION DRAIN GB 50 49 8" SD 8" SS 8" W 28.00 (28.00) N 1,433,544.34 E 2,454,789.02 EL = 28.00 SANITARY SEWER LINE RESTRAINED JOINT WATER LINE WATER LINE AIR RELIEF VALVE BLOW OFF VALVE CHECK VALVE COUPLING FIRE DEPARTMENT CONNECTION FIRE HYDRANT FITTING GATE VALVE HORIZONTAL THRUST BLOCK MECHANICAL JOINT FITTING POST INDICATOR VALVE REDUCER WATER METER (£ 2") WATER METER (> 2") TRENCH/DUCT BANK COORDINATE POINT GRADING SPOT ELEVATION GRADING EXISTING SPOT ELEVATION GRADING SPOT ELEVATION WITH COORDINATE BUILDING BUILDING GRID DESIGNATIONS 8" SD 2 A 6" FD N 1,433,544.34 E 2,454,789.02 6" FD LEGEND ASPHALT PAVEMENT CONCRETE SIDEWALK LIGHT DUTY CONCRETE PAVEMENT HEAVY DUTY CONCRETE PAVEMENT STONE PAVING (SEE LARCH) SITE HATCHES DESCRIPTION SYMBOL ITEM TO BE REMOVED ITEM TO REMAIN CAP UTILITY, SEE SITE DEMOLITION REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING CONCRETE PAVEMENT DEMOLITION LEGEND ABBREVIATIONS LEGEND AND ABBREVIATIONS C001 DRAWING LIST DRAWING NUMBER DRAWING TITLE C001 LEGEND AND ABBREVIATIONS C002 NOTES C003 NOTES C004 CITY OF RENTON NOTES C005 CITY OF RENTON NOTES C101 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C201 SITE DEMOLITION PLAN C301 SITE AND PAVING PLAN C401 GRADING PLAN C501 STORM DRAINAGE PLAN C601 UTILITY PLAN C811 SECTIONS AND DETAILS C821 SECTIONS AND DETAILS C831 SECTIONS AND DETAILS C832 SECTIONS AND DETAILS FH ASSEMBLY COR STD PLAN 310.1, TYP CONCRETE THRUST BLOCK COR STD PLAN 330.1, TYP 161 LF 10" W6 LF 10" W 23 LF 10" W 22 LF 10" W 13 LF 10" W 9 LF 6" W 24 LF 10" W 10 LF 10" W 18 LF 10" W 7 LF 10" W 30 LF 6" W CONTRACTOR TO POTHOLE EX 10" W PRIOR TO CONSTRUCTION PROVIDE ENGINEER WITH EX W DEPTH TO CONFIRM EXTENTS OF W LINE RELOCATION CONN TO EXIST BLDG IE 6" = XX.XX SEE MECH FOR CONT 2 LF 6" SS 2 LF 6" SS 5 LF 10" W 4 LF 6" SS 15 LF 6" SS CONTRACTOR TO POTHOLE EX 12" CI W PRIOR TO CONSTRUCTION PROVIDE ENGINEER WITH EX W DEPTH TO CONFIRM EXTENTS OF POTENTIAL W LINE RELOCATION PL, TYP (1) 45° BEND MJxMJ W/ HTB N 198,112.87 E 1,303,365.95 (1) 45° BEND MJxMJ W/ HTB N 198,113.83 E 1,303,371.98 CONN TO EXIST 10" W COR STD PLAN 300.4 (1) 10" SPOOL N 198,126.17 E 1,303,347.54 (1) 45° BEND MJxMJ W/ HTB N 198,244.25 E 1,303,466.15 (1) TEE 10" X 6" MJxFL W/ HTB (1) 10" GV MJxFL (1) 6" GV FLxMJ N 198,241.66 E 1,303,499.24 FH N 198,249.30 E 1,303,504.00 FH N 198,566.18 E 1,303,652.07 (1) TEE 10" X 6" FLxFL W/ HTB (1) 10" GV MJxFL (1) 6" GV FLxMJ N 198,591.02 E 1,303,668.14 CONN TO EXIST 10" W COR STD PLAN 300.4 (1) 10" SPOOL N 198,604.07 E 1,303,647.96 (1) 10" SPOOL CONN TO EXIST 10" W COR STD PLAN 300.4 N 198,238.98 E 1,303,503.76 CO COR STD PLAN 403.1 IE 6" = 23.24 N 198,194.10 E 1,303,417.03 CO COR STD PLAN 403.1 IE 6" = XX.XX N 198,181.70 E 1,303,405.96 CONN TO EXIST 6" SS IE 6" = 23.21 N 198,194.59 E 1,303,418.97 (1) 45° BEND MJxMJ W/ HTB N 198,247.72 E 1,303,487.68 (1) 10" SPOOL CONN TO EXIST 10" W COR STD PLAN 300.4 N 198,574.03 E 1,303,697.80 FF = 27.40 FF = (27.40) RELOCATED 15' UTILITY EASEMENT NOTES: 1.SEE SHEET C001 FOR LEGEND AND ABBREVIATIONS. 2.SEE SHEET C002 FOR GENERAL NOTES. 3.SEE SHEET C003 FOR UTILITY, WATER, AND SEWER NOTES. 4.SEE SHEET C005 FOR CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES. 5.SEE SHEET C005 FOR CITY OF RENTON WATER PLAN GENERAL NOTES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS VIRGINIA MASON ATHLETIC CENTER CIVIL CONSTRUCTION PERMIT VI R G I N I A M A S O N A T H L E T I C C E N T E R VI R G I N I A M A S O N A T H L E T I C C E N T E R 11 / 2 4 / 2 0 2 5 1 0 : 5 0 A M U S E R : sl p P A T H : j: \ v m a c c i v r e n o v e x p a n s c i v \ C A D \ D D \ C 6 0 X _ U T I L . d w g L A Y O U T : C6 0 1 PR : LU A : C: AA A N N N N N N N UTILITY PLAN 20 0 20 40 scale feet1" = 20' 10 C AB D E IPF NOT FOR CONSTRUCTION N Sheet Number Original is 42 x 30. Do not scale contents of this drawing. Sheet Title Professional Seals Key Plan In Association with Project All reproduction & intellectual property rights reserved © No.Description Date MKA ENGINEERS 1301 Fifth Avenue, Suite 3200 Seattle, WA, 98101 Structural and Civil Engineers Prepared For Project No: 1200 5th Ave Suite 500 Seattle, WA 98101 BERGER PARTNERSHIP 1301 5th Ave Seattle, WA, 98101 Landscape Architects HENDERSON ENGINEERS 8345 Lenexa Drive, Suite 300 Lenexa, KS, 66214 Mechanical, Electrical, and Plumbing Engineers WJHW 3424 Midcourt Rd. #124 Carrollton, TX 75006 Audio/Visual 11 / 1 2 / 2 0 2 5 1 1 : 3 6 : 4 1 A M VM A C - M P - H O K - A R C H _ d e t a c h e d . r v t VIRGINIA MASON ATHLETIC CENTER - EXPANSION & RENOVATION FOOTBALL NORTHWEST LLC 25.05009.01 2025 12 SEAHAWKS WAY, RENTON, WA 98056 Hellmuth, Obata & Kassabaum, Inc. 1 SHORELINE SUB DEV PERMIT 2025-11-24 UTILITY PLAN C601 TREE TYP, SEE LARCH