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HomeMy WebLinkAboutFAC22-0015 - AS BUILT PLANSl _o N A 0 GRAPHIC SCALE - o ao80 �o W r N w 1" = 80 FEET LiCO) w H w 1 H w f 1 -J m C -- J N C APN 3920900225 J APN 3920900110 APN ' U I APN 8695600055 I B 8695600125 1 O --- -1=-� - -- ----/ ._3 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON OWNER/ APPLICANT ASSOCIATED PERMITS AUBURN SCHOOL DISTRICT #408 915 FOURTH STREET NE AUBURN, WASHINGTON 98002 CIVIL ENGINEER: AHBL, INC 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WASHINGTON 98403 PH: 253.383.2422 FAX: 253,383,2572 CONTACT WILLIAM FIERST, P E PRINCIPAL - L EMAIL: wbl c fierst@ahom 17th ST SE ®_ - •"w. , ADAM BRAUN, PE RESIDENTIAL COLLECTOR a PROJECT MANAGER ♦ . - - 0 _ `=-^ ,• _ - - EMAIL: abraun@ahbl.com ARCHITECT BLRBARCHITECTSBooleI/0600005SDD,7DD005 5001700007 1250 PACIFIC AVENUE, SUITE 700 a I TACOMA, WASHINGTON 98402 _ - • ^" - - PH: 62 99 - - - - ;.-. CONTACT JAY AV HE HENSON, AIA - - - - - 1 - - - EMAIL jhensonQbllb cam [ PLAY FIELDS C •`-; - - APN 7140600D10 5001700010 ^'^ DA HOGAN 1450 114th AVE SE #225 BELLEVUE, WA 98004 CONTACT: RENEE FINNEV V qPN 7140600015 EMAIL ReneeF@dahogan com LANDSCAPE II 329 E MADISON ST GROUP 18th ST SE SEATTLE, WA 98112 LOCAL RESIDENTIAL PH (206)322-1732 1921059135 CONTACT ANDY RASMUSSEN, ASLA I r. EMAIL andy@wdginc com l D IY{;;X,ELECTRICAL _,�` .r r: A�05 HARGIS ENGINEERS _ .-<•�-.,.,�y I 1201 THIRD AVENUE #600 SEATTLE, WA 98101 - - - - - 9 PH (206)448-3376 I Q 3 •- I APN 71 a060o210 EMAIL. Y Vande y rg R E CONTACT: TAYLOR VANDERKLEY, P ` Ir-- - - - .N. - EMAIL: for rkle a ts. -- SURVEYOR 921059119 I '� Y ,.... / I AHBL, INC 2215 NORTH 30TH STREET, SUITE 300 APN 7140600216 TACOMA, WASHINGTON 98403 PH: 253.383.2422 E e e #;I FAX: 253,383,2572 e 4 CONTACT DAVID FOLLANSBEE, P L S. ASSOCIATE PRINCIPAL EMAIL: dfollansbee@ahbl.com 19th ST 6E e, v I v 1 h ST SE LOCAL RESIDE TIAL M r R M ti y_ a �= L L RESIDENTIAL w I --- t 22WO010 � . i y E KI 9 I I� t APN 7140600265 V EXISTING PARKING I 223400020 FAC17-0015 3 F I __--� 223400030 I i ?23400040 I I LU I y �234D0050 I F to of G QI I 21059260 I I _ 21059024 H II T APN - - - - APN 1 14501000101 I I I I 2285140000 1 1921059157 I I - EXISTING PARKING FAC1741015 I I APN 7140600270 II I I qPN 7140600275 0 20th ST SE I W i LOCAL RESIDENTIAL I,�^w V' w z a Y U qpN 7140600155 I, OI APN 7140600160 I I APN 7140600165 21st ST SE RESIDENTIAL COLLECTOR - - - -1 - F - - - APIN N APN 1921059125 T 1921059255 1921059272 1 1921A�PN9269 I I I I I I SITE MAP 1 1 FILL SPECIFICATION AUTOCAD FILE UTILITY NOTE FILL MATERIAL SHALL NOT CONTAIN AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES PETROLEUM PRODUCTS, OR WITHSITELAYOUT PLEASE NOTE THAT ELECTRONIC ARE APPROXIMATE ONLY AND HAVE NOT BEEN SUBSTANCES WHICH ARE HAZARDOUS, FILES ARE PROVIDED FOR CONTRACTOR'S INDEPENDENTLY VERIFIED BY THE OWNER OR ITS DANGEROUS, TOXIC, OR WHICH CONVENIENCE AND SHALL NOT REPLACE NOR BE USED REPRESENTATIVE, THE CONTRACTOR SHALL DETERMINE - OTHERWISE VIOLATE ANY STATE, TO SUBSTITUTE THE CONTRACT DOCUMENTS THE THE EXACT LOCATION OF ALL EXISTING UTILITIES FEDERAL, OR LOCAL LAW, ORDINANCE, CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT BEFORE COMMENCING WORK AND AGREES TO BE FULLY CODE, REGULATION, RULE, ORDER, OR ACCORDING TO CONTRACT DOCUMENTS AND COST FOR RESPONSIBLE FOR ANY AND ALL DAMAGES THAT STANDARD. ELECTRONIC AUTOCAD FILES. HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO PHONE: (253) 383-2422 LOCATE EXACTLY AND PRESERVE ANY AND ALL FAX: (253) 383-2572 UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES TRENCH NOTE K IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49 17 RCW NPDES: PERMIT#WAR312113 BASIS OF BEARING NAD 83191 WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE THE NORTH LINE OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M, IN KING COUNTY, WASHINGTON, BEING SOUTH 89°38'W EAST PER CITY OF AUBURN HORIZONTAL CONTROL. THE BEARING BEING BETWEEN MONUMENTS AT THE CENTER OF SECTION 19, PT. I.D. #165 AND THE EAST 114 CORNER OF SECTION 19, PT I D #1011-002. HORIZONTAL DATUM NORTH AMERICAN HORIZONTAL DATUM OF NAD 83-91, NORTH ZONE 4601, PER THE CITY OF AUBURN VERTICAL DATUM NAVD 88 CITY OF AUBURN BENCHMARK UNDER CITY I.D #B284, BEING A BOAT SPIKE IN THE NORTH FACE OF A POWER POLE ON THE SOUTH SIDE OF 17TH ST. S.E., AT -J" ST. S.E. ELEVATION = 113.62 (NAVD 88) LEGAL DESCRIPTION TAX PARCEL NO. 192105-9192 THE WEST HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH 30 FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO 2651381, AND EXCEPT THE NORTH 30 FEET AND THE EAST 30 FEET THEREOF CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 5320849; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF AUBURN BY THAT DEED RECORDED UNDER RECORDING NO. 20140822000318; AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF AUBURN BY THAT DEED RECORDED UNDER RECORDING NO. 20180618001025; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. NON -BUILDING RELATED PERMITS WATER (WTR): (1) - DOMESTIC WATER SERVICE BACKFLOW (BFL) (1) - RPBA DOMESTIC SANITARY SEWER (SWFi (1) - SEWER CONNECTION MISCELLANEOUS: (6) DEMOLITION PERMITS GRA22-0028 - GRADING STM22- -LEVEL 3 STORM CONDITIONS OF APPROVAL 1. A LANDSCAPE MAINTENANCE AGREEMENT IS REQUIRED PRIOR TO APPROVAL OF THE CIVIL (FAC22-0015) AS -BUILT PLANS. THE VALUE OF THE MAINTENANCE ASSURANCE DEVICE SHALL EQUAL AT LEAST 100 PERCENT OF THE TOTAL LANDSCAPE MATERIALS PLUS INSTALLATION. AFTER INSTALLATION OF THE REQUIRED LANDSCAPING, THE PROPERTY OWNER SHALL COMPLETE AN INITIAL MAINTENANCE PERIOD LASTING ONE YEAR. 2. APPROVAL OF THE CIVIL PLAN SET WILL NOT AUTHORIZE THE CONSTRUCTION OF FENCES EXCEEDING 7' IN HEIGHT. A SEPARATE BUILDING PERMIT WILL BE REQUIRED FOR THE FENCES EXCEEDING TIN HEIGHT. ALL FENCES AND GATES EXCEEDING T MAY BE PACKAGED AND REVIEWED UNDER A SINGLE BUILDING PERMIT. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. INSPECTOR /P✓ 4/21/2025 04/16/2025 DEV. REVIEW ENG. Sheet List Table Sheet Number Sheet Title C1 0 COVER SHEET C1.1 GENERALNOTES C1 2 EMERGENCY VEHICLE ACCESS PLAN C1.3 COMPOSITE UTILITY PLAN C20 DEMOLITION INDEX PLAN C21 DEMOLITION PLAN - NW C2.2 DEMOLITION PLAN - SW C23 DEMOLITION PLAN - SE (REVISED) C2.4 DEMOLITION PLAN - NE C3 0 ITESC INDEX PLAN C31 TESC PLAN -NW C3.2 TESC PLAN -SW C33 TESC PLAN - SE C3.4 TESC PLAN - NE C3 10 TESC NOTES AND DETAILS G40 GRADING AND STORM DRAINAGE INDEX PLAN C4.1 GRADING AND STORM DRAINAGE -NW C42 GRADING AND STORM DRAINAGE -SW C4.3 GRADING AND STORM DRAINAGE - SE(REVISED) C44 GRADING AND STORM DRAINAGE - NE G45 GRADING CROSS SECTIONS C4.6 RAMP AND DRIVEWAY DETAILS C47 RAMP AND DRIVEWAY DETAILS C4.8 RAMP AND DRIVEWAY DETAILS (REVISED) C49 RAMP AND DRIVEWAY DETAILS G410 INFILTRATION CHAMBER DETAILS C4.11 FILTERRADETAILS C4 12 GRADING AND DRAINAGE DETAILS C5.0 UTILITIES INDEX PLAN C51 SEWER PLAN C52 WATER PLAN C6.0 PAVING AND HORIZONTAL CONTROL INDEX PLAN C61 PAVING AND HORIZONTAL CONTROL -NW C6.2 PAVING AND HORIZONTAL CONTROL -SW C63 PAVING AND HORIZONTAL CONTROL -SE C64 PAVING AND HORIZONTAL CONTROL -NE C6.10 PAVING DETAILS C70 SIGNING AND STRIPING INDEX PLAN C7.2 SIGNING AND STRIPING - SW C73 SIGNING AND STRIPING - SE C74 SIGNING AND STRIPING - NE C7.10 SIGNING AND STRIPING DETAILS SV-1 BOUNDARY AND TOPOGRAPHIC SURVEY SV-2 BOUNDARY AND TOPOGRAPHIC SURVEY SV-3 BOUNDARY AND TOPOGRAPHIC SURVEY F111 FIELD& TRACK LAYOUT PLAN F1.12 MULTIPURPOSE FIELD LAYOUT PLAN F121 FIELD& TRACK GRADING PLAN F7.22 MULTIPURPOSE FIELD GRADING PLAN F131 FIELD AND TRACK DRAINAGE PLAN F1.32 MULTIPURPOSE FIELD DRAINAGE PLAN F1.41 FIELD& TRACK FENCING PLAN F1 42 MULTIPURPOSE FIELD FENCING PLAN F151 FIELD&TRACK DIMENSIONING PLAN F1 52 MULTIPURPOSE FIELD DIMENSIONING PLAN F21 FIELD& TRACK SECTION DETAILS F2.2 DRAINAGE DETAILS F2.3 TRACK SECTIONS & SITE DETAILS F2.4 SITE DETAILS F25 SITE DETAILS F2.6 FENCING DETAILS F2.7 NETTING DETAILS F2.8 NETTING DETAILS F29 BACKSTOP DETAILS F210 DUGOUT DETAILS F211 FIELD DETAILS F2.12 FIELD EVENT DETAILS F2.13 FIELD EVENT DETAILS F2.14 BASEBALL & SOFTBALL DETAILS F215 BASEBALL & SOFTBALL DETAILS F2.16 BLEACHER DETAILS F31 COMPOSITE LAYOUT PLAN& DETAILS F3.2 MULTIPURPOSE COMPOSITE LAYOUT PLAN F3 3 FOOTBALL LAYOUT PLAN & DETAILS F3 4 SOCCER LAYOUT PLAN & DETAILS F3.5 UNIFIED LACROSSE LAYOUT PLAN & DETAILS F3 6 SOFTBALL LAYOUT PLAN & DETAILS 11.0 SITE PLAN 11.1 SITE PLAN ENLARGEMENT _1 2 SITE PLAN ENLARGEMENT 1.1.3 SITE PLAN ENLARGEMENT 1_1.4 SITE PLAN ENLARGEMENT L2.0 PLANTING PLAN L2.1 PLANTING PLAN ENLARGEMENT L22 PLANTING PLAN ENLARGEMENT L2.3 PLANTING PLAN ENLARGEMENT L2.4 PLANTING PLAN ENLARGEMENT L2.5 PLANTING DETAILS AND SCHEDULE L30 IRRIGATION PLAN L31 IRRIGATION PLAN ENLARGEMENT L3.2 IRRIGATION PLAN ENLARGEMENT L3 3 IRRIGATION PLAN ENLARGEMENT L3.4 IRRIGATION PLAN ENLARGEMENT L3 5 IRRIGATION DETAILS AND SCHEDULE L36 IRRIGATION DETAILS L4.0 DETAILS ED7 0 ELECTRICAL DEMOLITION PLAN E7.0 ELECTRICAL SITE PLAN - NORTH E7.1 ELECTRICAL SITE PLAN - SOUTH E1.OL I ELECTRICAL PHOTOMETRIC SITE PLAN - NORTH E9.1 I ELECTRICAL SCHEDULES 1 7 N w w N w N 17TH ST SE x ST SE w h ST BE ST 21 ST ST SE PROJECT 1 Q SITE 1 jL VICINITY MAP STORM SYSTEM DEVELOPMENT CHARGE (ON SITE AREAS ONLY) TOTAL EXISTING HARD SURFACE= 10 77 AC 469,060 SF TOTAL NEW HARD SURFACE= 4.24 AC 184,933 SF NET CHANGE= 4.24 AC 184,933 SF TOTAL HARD SURFACE= 15.01 AC 653.992 SF STORM PERMIT (ON AND OFFSITE AREAS) TOTAL DISTURBED AREA = 10.06 AC 438,464 SF TOTAL NEW AND REPLACED HARD SURFACE= 8 77 AC 382,086 SF TOTAL NEW HARD SURFACE= 4 29 AC 186,835 SF ESTIMATED EARTHWORK QUANTITIES CUT- 9,200 CV FILL= 9.500 CY NET IMPORT/EXPORT= 300 CY IMPORT TOTAL EARTHWORK= 18.700 CY NOTE THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED TO THE PERMITTING PROCESS AND ARE NOT INTENDED TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. SITE DATA ADDRESS: 839 21th ST SE AUBURN, WASHINGTON 98002 PARCEL #: 192105-9192 SITE ZONING Pi ADJACENTZONING R10 BUILDING CONSTRUCTION IIIB MAXIMUM BUILDING HEIGHT: 39 FEET CITY OF AUBURN MUNICIPAL CODE 18.52.020 ELEMENTARY SCHOOLS REQUIRE 1 20 PARKING SPACES/TEACHING STATION TEACHING STATION PROVIDED 43 +8 FUTURE PORTABLES = 51 CITY OF AUBURN MUNICIPAL CODE 18.52.025 ACCESSIBLE PARKING SPACES TOTAL PARKING SPACES PROVIDED 201 TO 300 = 7 MIN ACCESSIBLE SPACES REQUIRED ACTUAL PARKING STALLS PROVIDED: STANDARD SPACES = 229 COMPACT SPACES = 10 ACCESSIBLE SPACES = 9 BUS SPACES = 17 TOTALSPACES = 265 EXISTING PARKING SPACES TO REMAIN = 164 EXISTING PARKING SPACES TO BE REMOVED = 48 TOTAL EXISTING PARKING SPACES = 212 0 Ln O O 9 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM ww.v.ahbl.wr WI:B AHBL PROJECT 2220275.10 CAI0 2023 STORM DRAINAGE CB-19 TO 1010-B1315 NDRAWING REVISIONS U LL xon¢ a�om�iv16i w°0°rOrrurw �v�ivs `im r�i rt�repp°1Kmon"g1aw�i s REVISEDA CITY OF AUBURN APPROVALS THIS PLAN SET PROJECT FAC22-0015, SHEETS C1 0 TO E9.1, ARE APPROVED FOR CONSTRUCTION BY: JACOB SWEETING, P.E., CITY ENGINEER: 4r4'f% 10/16/2023 ELIZABETH CHAMBERLAIN, PE, DEV. REVIEW ENGINEER //A>' W44 10/16/2023 ALEXANDRIA D TEAGUE, AICP, PLANNER 10/16/2023 AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL 1 TACOMA SPOKA, DSOPad&Aue 5051 IDOISe Avmoe 404 SW Columbia %ti Suite 500 Suite 1100 WOMB WaAnplan9NO3 Wasting1on98201 Oregon 97204 Oregon 97702 no..5919 5097525090 503.5350707 541,330ASU BLRB.com Drawing Tile COVER SHEET r4/05/2023 Sheet No. of DATE October 11, 2023 FILENAME: Q 1202252220275U0_CIV\CAD)22W27SSH-COVR dw9 BURS ARCHITECTS P.S. _o I 1 2 I 3 4 5 B J OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON CITY OF AUBURN GENERAL NOTES 1. CONSTRUCTION SHALL CONFORM TO THE CITY OF AUBURN ENGINEERING DESIGN AND CONSTRUCTION STANDARDS, EXCEPT AS OTHERWISE APPROVED BY DEVIATION, AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER OF RECORD, AND THE CITY, 2 ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE `WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION B (CURRENT EDITION); EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'$ CONSTRUCTION STANDARDS MANUAL. THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3 A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010. TO SCHEDULE A MEETING. 4. UNLESS STATED OTHERWISE, LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES IDENTIFICATION, LOCATION, MARKING, AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (811) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE, AND CABLE). C 5 IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK HAULING MAYBE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER O 8 CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE REFER TO THE CITY'S"RECORD CONSTRUCTION DOCUMENT'HANDOUT GENERAL GRADING AND DRAINAGE NOTES: 1 SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE FEATURES 2. FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE CITY OF AUBURN STANDARD DETAIL T-01. 3. ALL STORM PIPE SHALL BE PVC OR DUCTILE IRON PIPE OR AS ALLOWED BY THE CITY OF AUBURN ENGINEERING DESIGN STANDARDS. 4. SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SPECIFICATIONS FOR TOPSOIL AND MULCH DEPTHS. E 5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. 6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR 7 ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT 8. ALL FOOTING DRAINS SHALL BE 6 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING DRAINS SHALL CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 1 SHEET C4.12. 9. ROOF DRAIN LINES SHALL BE (-INCH PIPE MINIMUM AT A MINIMUM 1 PERCENT SLOPE UNLESS OTHERWISE INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST STORM DRAINS ALL ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN PROVIDE AS -BUILT$ TO OWNER SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. SEE MECHANICAL PLANS FOR F EXACT LOCATION AND NUMBER OF ROOF LEADERS. STORM DRAIN CLEANOUTS PER DETAIL 4 SHEET C4.12. DOWNSPOUT CONNECTION PER DETAIL 3 SHEET C4 12 10. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE 11. FINISHED ELEVATION GRADE SHALL BE MINIMUM 4" BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE INDICATED. 12. BUILDING FLOOR SLAB SUPPORT PER DETAIL 2 SHEET r412. CIVIL ABBREVIATIONS BC BOTTOM OF CURB BW BOTTOM OF WALL G CB CATCH BASIN CDF CONTROLLED DENSITY FILL CL CENTERLINE CMP CORRUGATED METAL PIPE CO CLEAN OUT COA CITY OF AUBURN CONIC CONCRETE CPEP CORRUGATED POLYETHYLENE PIPE DI DUCTILE IRON FD FIRE DEPARTMENT FDC FIRE DEPARTMENT CONNECTION FG FINISH GRADE FH FIRE HYDRANT FL FLOWLINE IE INVERT ELEVATION MH MANHOLE H MWS MODULAR WETLAND SYSTEM PIV POST INDICATOR VALVE PS/PS$ PUBLIC SEWERIPUBLIC SANITARY SEWER PSD PUBLIC STORM DRAIN PVC POLYVINYLCHLORIDE RCP REINFORCED CONCRETE PIPE ROW RIGHT OF WAY SDCO STORM DRAIN CLEAN OUT J :1 $DMH STORM DRAIN MANHOLE SS SANITARY SEWER SSCO SANITARY SEWER CLEAN OUT SSMH SANITARY SEWER MANHOLE STDS STANDARDS TC TOP OF CURB TOS TOP OF SLAB TW TOP OF WALL WM WATER METER CONSTRUCTION SEQUENCE 1. STAKE CLEARING LIMITS BEFORE THE PRE -CONSTRUCTION MEETING 2 ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN, OWNER, CONTRACTOR, ESC LEAD, AND ENGINEER. 3 POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC LEAD. POST ADDRESS ON PROJECT SIGN FOR EMERGENCY PERSONNEL TO LOCATE PROJECT 4. FENCE CLEARING LIMITS AND TREE PROTECTION AREAS. 5. INSTALL CATCH BASIN SEDIMENT PROTECTION. 6 INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SPECIFIED ON THE ESC PLAN AND/OR REQUIRED BY THE CITY INSPECTOR 7. DEMOLISH EXISTING SITE FEATURES. DEMOLITION OF ELECTRICAL ITEMS PER THE ELECTRICAL PLANS. 8. GRADE AND STABILIZE CONSTRUCTION ENTRANCE($). 9 GRADE AND STABILIZE CONSTRUCTION ROAD(SL 10 CLEAR AND GRUB WITHIN CONSTRUCTION LIMITS DO NOT REMOVE EXISTING GROUND COVER FROM SOILS UNTIL THE SOILS ACTUALLY NEED TO BE DISTURBED 11 CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR $WALES, CHECK DAMS, TEMPORARY SEDIMENT POND, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 12. PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES SHAV OR GREATER. ALL FILLS MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER 13 MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF AUBURN STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT. 14. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES, SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF AUBURN EROSION AND SEDIMENT CONTROL REQUIREMENTS. 15 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES. 16. ROUGH GRADE SITE. 17. CONSTRUCT PERMANENT STORMWATER FACILITIES. 18 CONSTRUCT ALL OTHER SITE IMPROVEMENTS 19 SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 20, UPON SUBSTANTIAL COMPLETION, ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM THE CITY OF AUBURN, CITY OF AUBURN GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, THESE FACILITIES SHALL BE MAINTAINED AND UPGRADED, IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM 2 THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. 6. NO TRACKING IN THE ROADWAY IS ALLOWED. IF SEDIMENT IS TRACKED ONTO THE ROAD, THE ROAD SHALL BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING. TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA KEEP STREETS CLEAN AT ALL TIMES 7. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM MAY 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULE TO REMAIN UN -WORKED FOR MORE THAN SEVEN (7) DAYS SHALL BE STABILIZED. FROM OCTOBER 1 TO APRIL 30 EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE EXPOSED SOILS THAT WILL REMAIN UN -WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY. HYDROSEEDING NOTES: 1 HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2 HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS 3. APPLICATION TO BE 100 LBS/ACRE. 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5 SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANTING SCHEDULE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING) 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, $WALE$, LEVEL SPREADERS AND SEDIMENT BASINS 8 THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10 SEE SPECIFICATIONS FOR HYDROSEED MIXTURES EROSION CONTROL NOTES: 7 1 THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF AUBURN, COMMUNITY DEVELOPMENT AND PUBLIC WORKS DEPARTMENTS. 3 THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH THE STORMWATER MANAGEMENT MANUAL AND OBSERVED DURING 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. 4. 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAYBE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAYBE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7 APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES 8 ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS DURING NON WET SEASON. 9. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN TWO(2)DAYS DURING WET SEASON 10. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED AT LEAST ONE WEEK PRIOR TO THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF AUBURN FOR REVIEW. IF THE SCHEDULE DOES NOT ALLOW FOR ADVANCED PLACEMENT OF SEED AT LEAST 30 DAYS PRIOR TO THE WET SEASON, ADDITIONAL BMP'S SHALL BE PLACED ALONG WITH THE SEED TO PROTECT THE SOILS FROM EROSION. 11. ALL TESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION AND SITE IS STABILIZED 12. DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES EXCEPT DURING THE WET SEASON. DURING THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES 13. STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS 14. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 15. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED AT LEAST ONE WEEK PRIOR TO THE BEGINNING OF THE WET SEASON 16. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 17. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE SHALL BE STOCKPILED ON SITE 18. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 19. ANY RUNOFF GENERATED BY DEWATERING SHALL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER(WITH AUTHORIZATION FROM THE CITY OF AUBURN OR KING COUNTY), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 20. PROTECT AND DO NOT DISTURB THE LOCATION OF INFILTRATION FACILITIES PRIOR TO EXCAVATION. INFILTRATION FACILITIES SHALL NOT BE USED AS TESC FACILITIES. DIVERT DRAINAGE AWAY FROM CATCH BASINS THAT LEAD TO EXISTING INFILTRATION FACILITIES.. 21. DIRECT ALL DRAINAGE TO TEMPORARY STORAGE TANKS SEE TESC PLANS FOR TEMPORARY STORAGE TANK DESIGN CROSS CONNECTION CONTROL NOTES: CROSS CONNECTION CONTROL SHALL MEET THE FOLLOWING REQUIREMENTS: 1. ALL BACKFLOW PREVENTION ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT WILL ALLOW PROPER OPERATION, AND IN -LINE TESTING AND MAINTENANCE 2. A BACKFLOW ASSEMBLY (BFA) PERMIT IS REQUIRED FOR ALL ASSEMBLIES INSTALLED WITHIN THE CITY OF AUBURN, AND/OR THE CI IYS WATER DISTRIBUTION SYSTEM 3. BACKFLOW ASSEMBLIES MUST BE ON THE CURRENT WASHINGTON STATE DEPARTMENT OF HEALTH- BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION LIST 4 BACKFLOW ASSEMBLIES MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER, AND INSPECTED AND APPROVED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL INSTALL THE DOMESTIC METER INSIDE THE DOMESTIC METER BOX THE PASSING TEST REPORT FOR THE RPBA MUST BE RECEIVED BY THE CITY WITHIN 24 HOURS OF THE INSTALLATION OF THE DOMESTIC METER, 6. UPON RECEIVING APPROPRIATE FEE PAYMENTS AND VERIFYING THAT DOUBLE CHECK VAULT ASSEMBLY (DCVA) HAS BEEN INSTALLED (NOT BY CITY), THE CITY WILL INSTALL THE IRRIGATION METER INSIDE THE IRRIGATION METER BOX. THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 24 HOURS OF THE INSTALLATION OF THE IRRIGATION METER. 7. DOUBLE CHECK VALVE ASSEMBLY (DCVA, NOT BY CITY) TO BE INSTALLED BY THE CONTRACTOR ONTO THE FIRE SERVICE LINE THE PASSING TEST REPORT FOR THE DCVA MUST BE RECEIVED BY THE CITY WITHIN 24 HOURS OF THE CONNECTION OF THE BUILDING FIRE SERVICE LINE TO THE CITY MAIN. FIRE SPRINKLER SYSTEMS NOTES SPRINKLER SYSTEMS SHALL MEET CITY OF AUBURN STANDARD 7 06 AND THE FOLLOWING REQUIREMENTS 1. PROPOSED FIRE LINE TO BE SIZED BY A FIRE PROTECTION ENGINEER 2. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES 3. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SUPPLY LINE SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-60-010. 4. A POST INDICATOR VALVE SHALL BE INSTALLED ON THE FIRE SPRINKLER SUPPLY LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. 5. BLOCKING, PIPING, AND RODDING DETAILS SHALL BE PROVIDED WITHIN THE SUBMITTAL. 6. APPROVAL OF THE CIVIL PLAINS DOES NOT APPROVE THE INSTALLATION OF THE SPRINKLER SYSTEM SUPPLY PIPING B I 9 •aux wxwwenwnwxex xeow00"owrmmm9°eu wai aw wwxxwwm.xwwxaWell was ww mxawo 4wxoxxsrwx wwwxm PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER:6�-L DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM ww.v.ahhl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Fri OLYMPIC MIDDLE -qqli SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 TACOMA SPOKA, VSOPatt&Ave 505WPoveAOe 1101SW51h Avenue 404 SW Columbia WITH 5nhe500 Suite 1100 Spa MO WaAngtan9B4@ Wafiin91on98IDl Oregon 97204 Oregon 97702 no.5519 5097525090 503.5350707 541,330AS06 BLRB.com Drawing Title: GENERAL r- 5/03/2023 Sheet No. of DATEApril 6, 2023 FILENAME' Q Q02212220275MO_CIVCADQn027&SH-COVR Ewg BLRB ARCHITECTS, P.S. 0 N 66 N N In J I 2 1 3 1 4 1 5 1 6 1 7 1 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON — — — — — — — — — — — — — — — W r --------------W z LEGEND US o FIRE LANE w a PROPOSED FIRE HYDRANT _ EXISTING ��'two EXISTING a HYDRANT 5555 =-o - HYDRANT 5556 ' p EXISTING FIRE HYDRANT I I gas PLAN NOTES B 19j 1 7th ST SE o 1. THIS PLAN ONLY SHOWS FIRE ACCESS THAT IS BEING MODIFIED FROM THE EXISTING ` " �• ""— RESIDENTIAL COLLECTOR SCHOOL BUILDING. SEE FAC17-0015 FOR OVERALL FIRE ACCESS. p ppId 3.. ,,. EXISTING HYDRANT5729 a: I D .11 I E LU I I 4 a III I IF III I ---=—+—I 31-- — I J _ I I G I I I 19th ST SEI LOCAL RESIDENTIAL I I J IL, K I I — — — — — — — - I N S---------- - � I C � 5 1 I .%�( o LBYY 829 COMMON . FINISH �- I — — I - II - I - I - - I _ = I 18th ST SE LOCAL RESIDENTIAL I' --- _ - f EXISTING HYDRANT 5730 W zIt PI = to --——— — — — — —- O - S� i HSINIJ W00 IC.9.4Bi! ` ..'. 11 T .I I _________ 1 *... -- -- r- M III �o A _ _ _ _ _ _ _ _ I } t-1 AERIAL FIRE TRUCK ACCESS S 1 HYDRAIyT 6. A 1 / 7,77.1L ' EXISTING HYDRANT1186 0 0 o a= o ,31 0 0 I I I 0 1 1I V e!I! I I II EXISTING HYDRANT 5841 L DATEFelbruary 9, M23 FILENAME: Q S202252220275\10_CIV\CADS22W275-SH-EVAP.dwg 0 0 L_ 1 I II EXISTING HYDRANT 5643 19th ST SE ,r LOCAL RESIDENTIAL p r' I I.. . I _ I I ----------- I I I I I I — — — — — — — — — — EXISTING I HYDRANT 5644 N 0 GRAPHIC SCALE 0 20 40 80 1'=40 FEET 8 1 9 NO11C£ •aux wxwwenaruwxex wYml.vlx xrx.rww.ww xwwmmmmxerx lrr wwww xa.Ir.xwwxaxx wss ww �x�iw�naao uxoxxsrwx wwwxm PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wwaaahbl.Com wEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS OLYMPIC MIDDLE -all SCHOOL RECONSTRUCTIONI: AUBURN 11 TACOMA SPOKANE P... .. _. ISOWtlk Aw SOSWFiverode 1001 SW 51h Avenue 104 SA Columbia %temo Suite 500 Snilenoo Suite200 Washinglan98401 Wamimgton98eu Oregon 97204 Oregon 97702 1 o.ilW9 SO252 5000 503.5350707 541.330ASH BLRB.com Drawing Title: EMERGENCY VEHICLE ACCESS PLAN 5/03/2023 II Jf w-Sheet d of BURS ARCHITEGTS, P.S. A C 01 C F G J :1 --5 1 4f I I'3 I 2 I 3 I 4 I 5 B OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON ❑�� — — �t� I �•�= �— . SANITARY SEWER MANHOLE — „� a �` 'v -- SANITARY SEWER II ---P -- D — D — - D —�}— —{#— D _94518 OF BEARING— - � CLEANOUT S8Y 38' 16"E --661 41 (17th ST SE -- U — - p. 4.—S$�'4a.— SANITARY SEWER PIPING ' RESIDENTIAL COLLECTOR —Vd -—W W WATER PIPING F FIRE SERVICE PIPING IRRIGATION PIPING AAA FIRE HYDRANT FIRE DEPARTMENT j Y z r CONNECTION (FDC) '0 METER AS NOTED .., ) POST INDICATOR VALVE (PIV) N GATE VALVE e • THRUST BLOCKING I I III :fill — — — — _ — — — — 'YL �"E FITTINGS AS NOTED I I I, L �o N OCATCH BASIN - TYPE 2 CATCH BASIN - TYPE 1 0 AREA DRAIN +L� 1 lt+ I 1, I li lli ��� Iliilj,fl: ;! IIII iII; I. it NMI m��� II��I��11 STORM DRAINAGE COMMON CLEANOUT ewSN I I _���_ STORM DRAINAGE PIPING L ' WITH FLOW ARROW ' RD ROOF DRAIN PIPING - r———— — — — — — - FTDT FOOTING DRAIN III I S LIGHT POLE P POWER CONDUIT 1 .I 18th ST SE .J LOCAL RESIDENTIAL— J Z IN ,�I Y 0 I o I I �---------- °II� 7 I 8 I 9 N 0 GRAPHIC SCALE 0 20 40 80 1" = 40 FEET w�om��i v16i w°O�Ormari �a�wa s w n�rves�mru�sav wss ea ��a ry �v urownosrw�w�iimwrod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Sulle 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM waw.ahbl.oam WEa AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA Impacil suil 253.6215599 BLRBcom Drawing Title. COMPOSITE UTILITY PLAN Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Stamp ` 1, Q� Sheet No. C1.3 41803 �OeeB� 1 70NA1 /03/20 or BLRB ARCHITECTS, P S. DATE- February9,2023FILENAME:Qt OU2 220275\10_CIV\CADU220275­SH-COMP-UTILdwg 7 I 2 I 3 I 4 I 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS 7 8 1 9 A B 01 Fm F G J n O N m N N N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON l - - - 17th ST SE �J RESIDENTIAL COLLECTOR -- -- - -- -- -K- - b 17 � NIA \ � J 1 1 .5, r IF3 Jrl 1 s I ' �//`/�q I... 'I------�—_--- I x t 1 1----------- 1 W C2m 1 S�. 1 C2 04 11 �1�\ I 1 �\ Q� vV I 7 +i4 k 1 IiBLDiv200\ 1 \ 1 1 —_s f �v 1 18th ST E _ \ I 6" \ \ LOCAL RESIDE�rrr��IIAL \—� x x 1 I 1 Ill mi ii ill -1- 1— ^ s:,Ammin ^ Dom.-.y'.,,.,.D,.....— "�k BLDG 300 Lu — -- r I _----- r_}W. a / 1 Iw BLDG 600 r �' D 1 i I ° � J N � LDG 10 rc J 9 k: 1 I� 1 � II111 1 . 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THE GENERAL CONTRACTOR SHALL MAINTAIN THE SITE BENCHMARK UNTIL CONSTRUCTION IS COMPLETED 3. DEMOLISH ALL PAVING UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING THEIR UNDERGROUND COMPONENTS AS NECESSARY TO COMPLETE THE PROJECT THIS MAY INCLUDE FEATURES NOT SHOWN ON THIS PLAN ALL DEMOLITION MATERIALS MUST BE LEGALLY DISPOSED OF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS, CONFIRM DEMOLITION WORK REQUIRED, AND INCLUDE ALL SUCH COSTS IN THE SCOPE OF WORK 4. BUILDING DEMOLITION REQUIRES A NOTICE OF DEMOLITION FROM THE PUGET SOUND CLEAN AIR AGENCY TO BE SUBMITTED TO THE CITY OF AUBURN WITH THE DEMOLITION PERMIT, 5. THE EXACT LOCATIONS OF SAWCUTS ARE SHOWN ON THE PAVING AND RAMP DETAIL PLANS DEMOLITION LEGEND: STORM LINE TO BE DEMOLISHED ---D -- SANITARY SEWER LINE TO BE DEMOLISHED ---S -- WATER LINE TO BE DEMOLISHED --W-- UNDERGROUND POWER LINE TO BE DEMOLISHED — - - P -- OVERHEAD POWER LINE TO BE DEMOLISHED - OHP - TELEPHONE LINE TO BE DEMOLISHED — - - T - — GAS LINE TOBEDEMOLISHED - - G -- FENCE LINE TO BE DEMOLISHED —K—K—K—K— ASPHALT PAVEMENT TO BE DEMOLISHED CONCRETE PAVEMENT TO BE DEMOLISHED TREES TO BE DEMOLISHED N GRAPHIC SCALE 0 20 40 80 40 FEET xona •aYr Yxmwa�Ywrxxex YYim2rwxYrYrYr.�aiYaer ra000wrm+2uYYeixi®s UWYYiY2i®rOIr2MR arw x2ovww Yx Y¢Ya¢ ue°2 we2s�rw1piwiO'rii or1Owiod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: )2e&rL DATE: 06/16/2023 ■ O TACOMA • SEATTLE • SPOKANE • TRI CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM w4w.ahhl.00m WE6 AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. �00700 153.6215599 BLRBcom Drawing Title'. DEMOLITION INDEX PLAN Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Stamp `� J, fir! Sheet No. CIO 1 TONAL � /03/20 or DATE: April 24, 2023 FILENAME. 0:@022@22027510_CIVtCADQ220275-SH-DEMO.dvg BLRB ARCHITECTS, P S. J 1 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON B — — F `OHR OHP\C — — — — — — _ STCBy513 CIttp1010-81949 —� STCBa501 RIM=109.87 DM ^ RIM-10718 K 212 ` le' PVC N IE= los as 0005 I I LADD RC EN IE=10153 1 \ I0 l PVC RIM10710 / II / 15 BLEACHERS \ 1 PVC E IE=10386 I 17 ffff PVC S IE-10355 "1' if' o 14 I � b15'. i 2 12 RIM=107.54 C N IE=10376 �. I C C S IE=10375 I ��' v. I \\ S II I' 9 2 W \S\ 3 RIM=10740 BLEACHERS S\ DIRT INFIELD \ J N IE-10381 - 20 P OMM Is, 4E 1 (POTHI o) / o r W 2 v �v I I Z `u III o I I 1 v sv i \ �\ L I X V A ATHLETIC FIELD I I E2* PVC TOP ELEV0MM 106.1 \ \ I w �(Ponlotm) I �\ h Ih \ Yp1010-614878 0 o I I \ IRRIGATION VALVE 15 RIM=107.12 F. REMOVE EXISTING TELECOM LIN� \ 0 8 IE= 10327 o : I COORDINATE WITH LUMEN(3 \ S TO RELOCATE LINE \ F G 57 RIM=10820 ] E IE= 10595 5 IE= 105 70 H I+) K (/ I I I poI s AGGED "FATBEAM" �- RIM 1col 2TOTTOM C% BOX 106J PVC (G. E) 4" PVC ( ) ,_. _ 1 12 ST6" PVC W IEOB/2275 RIM-107:4 _--_-------\ - 105. \ 6" PVC EIIE- 106J4� 13 \ PLAYGROUND SLIDING CATS \ �\ 11 N 45 12 ST8CB/PVC22T/ E RIMIE- 105.76=108.16 4 - 20 ° v O\ o o D 7 — 12 STCBj'2274 RIM-101152 I 6" PVC W IE- 106.62 8" DI E 11 106.67 8" DI S IE= 108.52 F---T __ —T / 12 MATCH LINE - SEE SHEET C2 2 i-(2) i��1 I X 'REMOVE BURIED 0 o TREE1'ROOTS, TYP I --- STC885714 RIM }}999975 , o 8' OI W IF 106.3-1 12 15 \) o I{ I \ IN THIS TE R . AREA OI 9 _ f D - \ PLAY AR 6 1 v7 i ABANDoi wS UNEI 1 — L ` _ BU IED TREE ROOTS LEGEND: REMOVE PROPOSED SIGN a GUYANCHOR E-- UTILITY POWER POLE 01 WATER HB El WATER VALVE Y.Y DQ GAS VALVE i0 FIRE HYDRANT fi A=APPLE, B=BIRCH, F=FIR, P=PINE, HA HAWTHORNE HO=HOLLY M=MAPLE, �( 0=0AK, Um UNKNOWN STORM LINE — —D — — SANITARY SEWER LINE __S__ GAS LINE --G-- U.G. ELECTRICAL LINE — — P— — TV LINE — —TV— — WATER LINE — —W— — OVERHEAD POWER --OHP-- TELEPHONE LINE — —T — — HANDRAIL o FENCE — — XX — CONCRETE ASPHALT GRAVEL SURFACING SAWCUT EXISTING PAVEMENT ------ KEYNOTES DEMOLISH EX. BUILDING AND ASSOCIATED FEATURES. O1 CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM THE CITY OF AUBURN O2 DEMOLISH EX FENCE O3 DEMOLISH EX ASPHALT 0 DEMOLISH EX BALL FIELD AND ASSOCIATED FEATURES OS DEMOLISH EX. STORM LINE AND DISPOSE OFF SITE ODEMOLISH EX SANITARY SEWER LINE AND DISPOSE OFF SITE ODEMOLISH EX. GAS LINE ODEMOLISH EXISTING ELECTRICAL UTILITY COORDINATE WITH OWNER AND UTILITY PROVIDER. 10 DEMOLISH SITE EX. WATER LINE AND APPURTENANCES, AND DISPOSE OFF SITE 8DEMOLISH EXISTING TELECOMMUNICATIONS UTILITY 8 COORDINATE WITH OWNER AND UTILITY PROVIDER. 12 DEMOLISH EX STORM OR SEWER STRUCTURE 13 DEMOLISH EX GRAVEL SURFACING 14 DEMOLISH EX. CONCRETE SURFACING 15 DEMOLISH EX ITEMS NOTED i6 REMOVE AND SALVAGE EX HYDRANT RETURN TO THE CITY AT 1305 C ST SW 17 CUT, CAP, AND ABANDON EXISTING PIPE. 18 REMOVE AND PROTECT EXISTING SIGN SEE SIGNING AND STRIPING PLANS FOR NEW LOCATION. O19 REMOVE EXISTING PAVEMENT MARKINGS PER WSDOT STD SPEC 8-22.3(6) 20 AFTER REMOVING PIPE FROM STRUCTURE, FILL THE HOLE THAT REMAINS WITH GROUT PLAN NOTES 1. PROVIDE UNINTERRUPTED ACCESS TO ALL OLYMPIC MIDDLE SCHOOL PARKING LOTS THAT WILL REMAIN AT ALL TIMES EMERGENCY VEHICLE ACCESS TO THE MIDDLE SCHOOL IS PROVIDED THROUGH THE EXISTING PARKING LOTS. THE CONTRACTOR $HALL DETERMINE MEANS AND METHODS WITH THE SCHOOL DISTRICT BEFORE BEGINNING CONSTRUCTION. 7 e N 0 GRAPHIC SCALE 0 10 20 40 1^"=20 FEET Nona �v1e"iw`m°w PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:_ DATE: 06/16/2023 1�� OPsi F�iiiiiiiiiiiiiiiiiii TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tamme WA 98403 253,383.2422 TEL 253,383.2572 FAX www.ahN.com me AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB loo licawl '..I ':I hqul91204 Drawing Title' DEMOLITION PLAN - NW Date 5/03/2023 Drawn By B)S Revised Protect No. 16034.001 Stamp , f, �rJ Sheet No \yy oil C2ml 41903 9TON14 �' of DATE ApnI 24, 2023 FILENAME 01202Z?9 027S1O_CIVcCADM2O275SH-DEM0 dwg BLRB ARCHITECTS, P.S el r1 A B C 91 E F G :I J :1 1 1 2 1 3 4 5 6 7 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON MATCH LINE -SEE SHEET C2.1 /C N IE= 1049 / 1 1. l ' - 1 LEGEND: vG E IE= 1044I{" 13 } / I ' REMOVE PROPOSED SIGN ql ro STCap5748 RIM= 60 � I 5 �f� X — ' — }) 6' DI N IE= 1 W. I BURIED TREE It 1 'i. GUY ANCHOR F 1010-614a] ` _ \ r. { I 1 I 1 M THIS AREA { .-}. RIM-10771 1 I 1 -, fk� UTILITY POWER POLE 0� IE— 10421 - - 1_{ o { BUILDING 600 I }. -"! WATER HB I IE— 104 21 ! f — J •r IE— 10421 J [ '�' GYMNASIUM. CAFETERIA, I ,7 c l 1 F" '/" LOCKER ROOMS WOOD I 11 -+ Q y.� N 1f WATER VALVE K:I DG ` RE -SET RIM ,I }.a- I I -- 3 _ FRAME, BRICK, SPLIT I 1�,..(qt 14 { -� GAS VALVE SEE GRADING PLANS P 20 I ( --,%1 Oj LPL // f 1 I -1\ II`� `-\/ ,. { :� FIRE HYDRANT f� /(-�-% x' / I } g I A=APPLE, B=BIRCH, F=FIR, 14 j 4 I T t= -p '--D 3 —p -_--p T- D_---D 4� 1 } O P=PINE HA-HAVJTHORNE :I TVN62610 III,. { I F 1II 4' PVC COMM It .x I { 6 'a .. 6 B/I788 I. 12 I d HO=HOLLY M-MAPLE, �( E;;;; 10468 TOP D.EV 10&9 \ { STCRIM-1A].84///(12 °II I { 5�{('��II I O=OAK, Um UNKNOWN JOl 1 I '•' �. { I r 1 \I (POTHOLED) \ 8" DIwJE=�105.a9 � x 1 j' f 3 STORM LINE - -p - - 'f- -i'li" PI E tE 106.3E } _ 14 L� . EASEMENT FOR e" DI S IE= 1Q5:14 �FR�VE BURIED <i G5 n1 I� -9y� SANITARY SEWER LINE - - S - - �ioe4o� I----\ WATER MAIN I- // IPy�Y AREA /I j14 G' GAS LINE --G-- f 0a 50 A \` AF#8303040554 I STDB/2411 RIM-109.01 12 F a I {1 � U G. ELECTRICAL LINE - - P- - = lea ao \ - I a I RELINQUISHED BY x 8' DI W IE- 106.18 \ — I 6 �n^ o SCO I L'.. I{'. TV LINE —N— — = 10440 - A I AF#2022122900023T 8' DIN IE- 1015 1 6 j;1 _� M2' ' I ° J I 1 � e' DI S IE- 106 1 { � �% WATER LINE _ -W- - -10 j -'- SA XGENE RN TO I h \ !n/K.@'{ - f,. - OVERHEAD POWER -OHP-- (W - - W - - - W 16 HYDRANT x SCHOOL DIST TELEPHONE LINE -T - - I } ,: HANDRAIL .). } " FENCE - — xx - -I METAL RAIL / }U' //�\ Y 5 I (�) 1 / 12 STCB/5]5] RIM-10&51 I { OENERATIXt( 'S J CONCRETE Io I p } BURIED TREE ROOTS( 6' Cl N IE= 10].51 / 3 / 4' CONC 5 IE= tOJ.61 9 1 IN TITS AREA I} 7 2 / {I {"Jp�lr ASPHALT I I 1 a I I /1 �q 1 ROOF-1 89 ,J: {I y I Y �7, ,y = I 1 I { { 114J I' 1 i/{ GRAVEL SURFACING `�" `f to - I I i I J / .} .. BUILDING 900 I 1f! sr 1762 c V•I I- 12 \C E R 1 3^ = o - I BOILER ROOM/ Tk II''f- m SAWCUT EXISTING PAVEMENT ------ I P Tn ti I REMOVE IST GT COMU / 'I 4 r W m 4\ 3 { 3 MECHANICAL CQOR ATE WIT EN 11 •' v m �rpagn63 1 (� rc'I d I - -W.y�' 1-STORY. MASONRY -N'� { ¢: _. w a I TO OCATE 12 STCB/5585 RIM 109.01 h II s 76Tw-Ina a12T j Q. 12',; r \�� I lu6C `-' 4 CONC N IE- 10&01 O I N F. p - P -- _ _ (.F 4' q S IE- 107.96 1r' v L ..1.1 ,— r�. LF omImp P —.-. / I 6 Ili, ' C11 y r�ROCKRr 14 ;/ _ - —vo -c -�= 1� — mice fI r.:- c•� o r . If y I I I al 1 ✓/' �.,� 1z srr7 Das5a RIM=105.57 KEYNOTES -M7 ° If I I 2 1' PVC E IE- 10&0] al `5 ° }' DEMOLISH EX. BUILDING AND ASSOCIATED FEATURES. CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM 4 14_.{``; THE CITY OF AUBURN ROOF=131.10 ROOF=138 82 12 S?YD=21 RIM=108J4 '� } I 1 :' 2 DEMOLISH EX. FENCE I(❑ III 1 \ % 4 PVC E IE= 107.69 \ f� I hL O I o I e II P I l f f 10 \F` f 1 1+ '} - %]� O DEMOLISH EX ASPHALT ,14 Y11 DEMOLISH EX. BALL FIELD AND ASSOCIATED FEATURES { { } I\ I ` /) i,' 6 O5 DEMOLISH EX. STORM LINE AND DISPOSE OFF SITE III { a\ L I ; 2 6}; _ `i JC�•-,. O DEMOLISH EX. SANITARY SEWER LINE AND DISPOSE OFF 1 SrWNn6a B26A$ I j 1 \ �• 12 STYD1Y553] RIM=108.72 �� 14 SITE W 721- �I II 1 I, ��\ 1 4 PVC SIE=107.82 k.. }.:. 12" PVC N I \ j { I,' O DEMOLISH EX. GAS LINE \12" PVC s r I I V A { { 'A, CURB 15 9 DEMOLISH EXISTING ELECTRICAL UTILITY COORDINATE I I O O WITH OWNER AND UTILITY PROVIDER P COMM I 'III 4 BUILDING 600 {' I I //'r 1 108.0' to { ! •-(.• DEMOLISH SITE EX. WATER LINE AND APPURTENANCES, 3TLB 1765 Ca # ,07-.. 14 ) ° I y (VOO HOL \ -iq ' GYMNASIUM, CAFETERIA, { Y' 10 AND DISPOSE OFF SITE "I M 70 \ I CA I LOCKER ROOMS WOOD 12 SSMHQ5536 RIM-110.02 2' PVC/C/E= ali. .II \�I no hN�ux3vm FRAME, BRICK, SPLIT CENTER of CHANNEL=B062] it ) �q I } }; 11 DEMOLISH EXISTING TELECOMMUNICATIONS UTILITY 1 P1\� 51LA0 3E. I �, I ( LEVEL ,% I'. };' O COORDINATE WITH OWNER AND UTILITY PROVIDER. I "� GA7e PoSTI J { ^ DEMOLISH EX, STORM OR SEWER STRUCTURE \ 5TC134 LAI b,ttpB2B 6 i I� iR2"PVi" wlE� 106 E1 -O' ---- -� PVCW tE 106(4STAIR 15 - - j( l 1 A 1^iq �a 13 DEMOLISH EX. GRAVEL SURFACING 3n06 \ rr y 12 �3 12 35 14 DEMOLISH EX. CONCRETE SURFACING PPEO \ ;�b \\, b \ / \\\ 12 tY PyC 7W EI- 1108, JER E -_ / }\\ - 1 \,� \ CAPPED 8' PIPE V I -� 15 DEMOLISH EX. ITEMS NOTED f+ i A XX SEE PLAN ` _ _ _ ��; �r -•} .,� i6 REMOVE AND SALVAGE EX. HYDRANT RETURN TO THE \ - X NOTE. 1 CITY AT 1305 C ST SW 3 \ } y`IN / S1GB1230e v B 659 17 CUT CAP, AND ABANDON EXISTING PIPE -_ @ �. R A 11 n A r - w�'012-1 t>-- ��COVERED WALKWAY P ( \ 1 1 TE 0.5 } jz` PvC j\ I-------- — — — — — — — f,------ 6 = 18 REMOVE AND PROTECT EXISTING SIGN SEE SIGNING PRO% L A'ION AND STRIPING PLANS FOR NEW LOCATION. ■■■- I �lh I I sCRV�€0 - 1 -,\ 3 \ o o \\ O REMOVE EXISTING PAVEMENT MARKINGS PER WSDOT 19 STD SPEC REMOVING A 13 0 0 0 0 0 0 0 0 0 0 20 AFTER REMOVING PIPE FROM STRUCTURE, FILL THE c � O HOLE THAT REMAINS WITH GROUT a I :'- Posr �1�V (DU2' 6FCB#290: cI7Y�B266C 3 --� a-avC^wW 1E-iT 1 7 STCBN3, Oo cITVN6z62v STC6Nd172.CITrR62662. A PLAN NOTES I I / % • RIM-11142 RW,olll30 12 PVC H I( 1,7tAe T2. FVC W Ir- 10792 !2. ?VCYr1B= fOd25. 1. PROVIDE UNINTERRUPTED ACCESS TO ALL OLYMPIC 197147 --�. --y -- -p - /��p MIDDLE SCHOOL PARKING LOTS THAT WILL REMAIN ATALL L - P - 1'}'' P A \ TIMES EMERGENCY VEHICLE ACCESS TO THE MIDDLE 1 - t SCHOOL IS PROVIDED THROUGH THE EXISTING PARKING �j p — //per _ _ _ OU2 �\OU2" r r \\' LOTS THE CONTRACTOR SHALL DETERMINE MEANS AND II"III p �I \\ METHODS WITH THE SCHOOL DISTRICT BEFORE BEGINNING W II® -_1nro to -p_ JP 11 �_- \\_ /! 2: I IA 1 CONSTRUCTION. u llll pp I }�J 4'-p—--a:___ p:—P 1 - f �I _L•, P Ilia J g p p 1 B 1 9 N 0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET owkuoo"RNSHoxP, am mf.rxrOooruerwueIlrrari 1110 arwxmwwm ue°fo wl�ms�rwwi�w4pnoix PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER: 6�ZL DATE: 06/16/2023 O TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahhl.com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 5 Suite 700 Suite tI Drawing Title'. DEMOLITION PLAN - SW Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp `� 1, pt Sheet No. V`m` g' �o41Mlg !ORAL /03/20 Of BLRB ARCHITECTS, P.S. DATE: Apnl 24, 2023 FILENAME. 0.@2O 2\222027510 CIV\CADQ220275-SH-DEMO.dwg _i 0 N 66 CD LO LO A B C 1] Fm 1 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. MATCH LINE - SEE SHEET C24 AUBURN, KING COUNTY, WASHINGTON I �I d 1 it LEGEND: ROOF=124.57 I I \ 1 I l 1 �O ROOF-125.22 \ 18 II '�� I REMOVE PROPOSED I o SIGN a r 10 GUVANCHOR E:- "� >••-1 / --- I •; `" r.�< I-IIyL'y,.P I UTILITY POWER POLE aI* { { V 1'8 C1TY4101.. I 1 } I II WATER HBIN E" Dr N fii-r+-r- ml I '11 1 WATERVALVE Y.Y DI I _ 141- I GAS VALVE m tog RIM-110.81 12 } DEMOLISH EX. \ / / 2 / 1 10 1 . 15 111 111 3 / / A l I FIRE HYDRANT R OF CHANNEL- 105.01 •; UNKNOWN UTILITY // ✓1 5 I f 3iMA8i7 flirXi- 3 APN 7140600205 1 RIM- 1 6p A APPLE, 6 BIRCH F FIR, p 12- 1 SW 14107-9 P PINE, HA HAWTHORNE { / f SSMHXO j 3 14-'] o tt D1pq�� W IEp YD8.1 - //' O ROOF-124.57 •'� { _ . `I. RIM, .6;. II 8.DI 51€ j10)90 HO-HOLLY M-MAPLE �©( CENTER OF CHANNEL 1O0 4 I 1 EADo R E O-OAK, Um UNKNOWN i D :I I VV 12 CONC F I' { 8 m 10iE q 108 48 EIJ__ RI =tn 68 STORM LINE -D - - 2 OLYMPIC MIDDLE SCHOOL F. 10 AUBURN SCHOOL DISTRICT NO. 408 '{ I- 9 �\ •, a 11 �e co ca[�� Tog 3 SANITARY SEWER LINE S-- BUILDING 300 WOOD FRAME, - I- I \ -P ��ROi �- I � { 12"-Dt N€ IEF 4bB4 -- I GAS LINE G-- BRICK, 1—STORY /ter—,�, "'1�P--- Pam` "14 I�'r '—Z1" 10 TTI IF -toe k I U.G. ELECTRICAL LINE P-- II15 SIGN Q - I TV LINE TV - y T-'.� f 9'.--------- WATERLINE __W__ % WOVERHEAD POWER OHP - 1 TELEPHONE LINE - -T - - } RIM 11144 aTrwl olo anz d l .Ii (n I RIM tH 44 HANDRAIL �1 .III 12 DI W IE 1086a �` /W336621 RIMJ�j 04.90 7 1 Q 74 FENCE xx 5 II i . } 12 'YBI W IE- 10 6 1 i p ..I 62 DI S IE 10808 64 •} 5 I••• 12 DI° X ID8.30 - �. ° SSMH 3616 CITY 1010-1J CONCRETE ] / .j �� a �I s .,VQ§.eaX- _ ----GI I; LOADING ZONE 15 RIM=11185 A I GH TEX I O : ®' 12" PVC ASPHALT } j / ETLGHTS, TYP CENTER OF CHANNEL LADDER 1a ',I LADDER s BUILDING 100 I/ •, ,. SANDBLAST AND REMOVE GRAVEL SURFACING WOOD FRAME, B' I 'I 13' YELLOW PAINT BRICK, 1-STORY I - \ 'I 'Aiit I C36" r1 FROM CURB SAWCUT EXISTING PAVEMENT - - - - - - 4. in r r , DEMOLISH 24 LF CURB 8 GUTTER A •,1- '. �1 `- dam`.,..,•;. 1_%1.■■ �g a 3} ea iV \� C34.. I\\ II\ {•. ROOFS �.,'� C38" G I5\ ` & lb �., yr. _ � � \�-•r ll b j I: 14" �[y (cCHt6" {JpCH6" I' _ / \ E44AZ II `I I m6' — —__—_— i,ylr y\ i l � BTCM. bhN IV. a }. 7 -, \ i 104 14 10 i Il `\ I 15 , �, FP —noes BUILDING 400 I / I WOOD FRAME,3o'xz — T I ,I A. BRICK, 1—STORY \ 1\ "{'L` 36'`�\ 1\ ROOF-124.02 /�L�. f 12 STCB50a8 RIM=110.28 \\ \\ \ \ 7i1 f 4' PVC N 102.28 \ / \ �T�-C2a" \ f 94 PVC SE 10g.58 /I� / \ --YV�� I EEPLAN 4' PVC S 109.33 '��j/ IIC50 A 2a" / NOTE 1 lVr� A 2" 5 13 / WALL \` HE 105E (POTHOLE W— G �jQ �... - _¢ HYDRANT 16 10 W/ L_W -W-_--W-_--W—_--W-'--W- � .� 0 / Q SEE PLAN p � F - NOTE X �p - 7 r%--p-_--p- -5iCHy CIi�6266 P f RIM=106 12" CP W IE 106 78 f 12" C P E IE 10fi 43 --f7-_--p-_-- �3 -_- _ H RIM= 327 ITV862665 - STC p3627 f� VN62669 / LE1 STC8434D CITYpH. 269 RE- 11068 STCBy(36P6 Rim-1101 3 / 1Y CPP E l RIM W2 97 12"�PP k IE )10613 12'.CPP W IE 10717 24" GPP F 1[ V025B - r______Uz__ I I /� ae 1— --w•1e=To6ara 1 II • CPP E It- io} E 12- CPP S IF- i { �02 IPff ka r _�2 \\ Ff �c { 1 �� \ �U2 _ U -1 -. f \_. ■ \ I ,� _ �_� �'_ � —_4—al Eli/ 777 f—p_—�_-PI` :1 WALL 1°I 1, RKING SANDBLAST AND REMOVE OSSWAU< 15 22' YELLOW PAINT FROM CURB ^ !RO!S!ALK aI14----N 714060D210-19 — — — 6 15 R055WALK I SANDBLAST AND REMOVE 19'YELLOW PAINT pl FROM CURB SANDBLAST AND REMOVE 14'YELLOW PAINT j FROM CURB I III I APN 7140600215 I •I`� I p �STCB,3614 CITvp1010-B1022 14 RIM=11040 12" PVC s IE= 10700 a12 I 3 It, L I \ W �STM-111is CITY4101 o-813 „,6 p �I W IE= 10775TO 20 19th ST SE W E-'D7.63 DEEM¢IOLISH 43 LF EX. LOCAL RESIDENTIAL CURB 8 GUTTER 5 s I r l lOylm L E -W C / It I I I I \I RIM-1104STCB#3612 G1Tv#1010-B1099 1 _ I 12" DI NE- 10793 0 1 h I •1 ' I $ II APN 7140600265 r J } f}I ¢ �I 1 O J j F t EI ICI-• 2��� � I- •I NIi-------------- ;. KEYNOTES DEMOLISH EX BUILDING AND ASSOCIATED FEATURES OCONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM THE CITY OF AUBURN ODEMOLISH EX FENCE ODEMOLISH EX ASPHALT ODEMOLISH EX BALL FIELD AND ASSOCIATED FEATURES ODEMOLISH EX STORM LINE AND DISPOSE OFF SITE ODEMOLISH EX SANITARY SEWER LINE AND DISPOSE OFF SITE ODEMOLISH EX GAS LINE ODEMOLISH EXISTING ELECTRICAL UTILITY COORDINATE WITH OWNER AND UTILITY PROVIDER. 10 DEMOLISH SITE EX. WATER LINE AND APPURTENANCES, AND DISPOSE OFF SITE 8DEMOLISH EXISTING TELECOMMUNICATIONS UTILITY. 8 COORDINATE WITH OWNER AND UTILITY PROVIDER. 12 DEMOLISH EX STORM OR SEWER STRUCTURE 13 DEMOLISH EX GRAVEL SURFACING 14 DEMOLISH EX CONCRETE SURFACING 15 DEMOLISH EX. ITEMS NOTED i6 REMOVE AND SALVAGE EX HYDRANT RETURN TO THE CITY AT 1305 C ST SW. 17 CUT, CAP, AND ABANDON EXISTING PIPE 18 REMOVE AND PROTECT EXISTING SIGN. SEE SIGNING AND STRIPING PLANS FOR NEW LOCATION. O19 REMOVE EXISTING PAVEMENT MARKINGS PER WSDOT STD SPEC 8-22 3(6) 20 AFTER REMOVING PIPE FROM STRUCTURE, FILL THE 0 HOLE THAT REMAINS WITH GROUT PLAN NOTES 1. PROVIDE UNINTERRUPTED ACCESS TO ALL OLYMPIC MIDDLE SCHOOL PARKING LOTS THAT WILL REMAIN AT ALL TIMES EMERGENCY VEHICLE ACCESS TO THE MIDDLE SCHOOL IS PROVIDED THROUGH THE EXISTING PARKING LOTS. THE CONTRACTOR SHALL DETERMINE MEANS AND METHODS WITH THE SCHOOL DISTRICT BEFORE BEGINNING CONSTRUCTION 7 8 N 0 GRAPHIC SCALE 0 10 20 40 = 20 FEET x9ncc w'u"om�liv16i w°0°aOarurw ure�w,s w n�i m�repp°1Kmon�raw�is REVISEDurlo w,msrwrw wmanom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:flae W40 DATE: ,O/,6I2023 9 O TACOMA • SEATTLE • SPOKANE • TRI CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 9B403 253.383.2422 TEL 253383.2572 FAx WWWahbl.0ainn e 6 AHBL PROJECT 2220275.10 1 10/2023 1 STORM DRAINAGE CB-19 TO 1010-B1315 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE -qqli SCHOOL RECONSTRUCTION AUBURN SCHOOL 1 TACOMA SPOKAr 9SOFatl&Aae Still 1001SW5141vmue 404 SW Lolumm WtOIDO 5u0e 500 Suite Suitet00 Wasarpair)[IM Wasupg10099ID1 Oregon 9R04 Oregon 9➢Ot no.5509 5097525090 5015350107 50.330.6506 BLRB.com Drawing Tit� DEMOLITION PLAN r4/05/2023 • .1 11 -11 • Sheet -'� of DATE: October 11, 2023 FILENAME:O.\202212220275\10—CIV\OAD\MO275-SH-DEMOAW9 BLRB ARCHITECTS, P.S. A B C 1 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON STCBN852 CITYg910-61309 PRE 99 APN 8695600055 6" PVC N IE- 109 69 STMHg849 CITYg910-B2087 1 12" DI S IE= 10969 RIM=11349 I 24' PVC W IE= 105459 \ 1 EXISTING TREE TO REMAIN\STMH 856 CITY41010-6242] SSMHg853 9ITVNBIO-68 APN 12' PVC N IE= 10659 J - I RIM=11332 RIM=113 fib 8695600125 12" DI HE IE- 10929 ACE TI DARBORIST MUST BE PRESENTAT ALL TIMES 12" PVC CENTER OF CHANNEL= 10382 4" PVC W IAD 106 ]E LADDER HE 24' PVC E IE= 10459 C310 - WHEN GRADING WORK IS PERFORMEDLADDER 7 12' PVC SE IE= 10569 WITHIN THE DRIP LINE OF THE TREE.6" CONC WALL I S SSMHN854 CITYN1010-93 12" PVC S IE- 106 29 CONT SHALL E CARE TO PROTECT ROOTS RIM=113 75 RIRM-112 cr DRIVE AY 24D LONG CENTER OF CHANNEL- 10394 ER OF 12 PVC 0' TYOIDID BI308 TOREMAI HYDRANT 5556 J= III F I I ? F ROAD RE I ARROWS a .a .. .. . ... .. .. ... ... ... J w --W --W-W , DEMOLISH 3 W15 2 LF EX. BIKE LANE �� y CURB &GUTTER 3 � ^ �[XE LANE — y 3 DEMOLISH 2I LF i1364 — A t i ��� D �� 4 D --D 1—p -L —p-.._ �D —_O —1 15 CURB&GUTTED cRNC i �ttIST�E D— D 19 CURB&GUTTER S88'33'21'W RESIDENTIAL COLLECTOR _. \ - ,� ']TER OIN CHANNEL- 1 RU 8a DEMOLISH 99 LF EX CONCRETE aDBER-5�� _ MONUMENT30'Or IN CASE 1Y/ BRA68 DISK 15 �_ 030'-OF NE. GDR. LL - - —___ ____ 19 CROSSWALK W. 1/2 NW A. cn - c QTQ 19 RIM-112 86 14 r— - __ — (Iy10N NOT MARK, _USE Xc2' NAIL STRADDLES) .�. -. _ — Nil Pi65JB� .....:...:. ._� ...... ... ... —...c— _— ... - �� �� �� �� �� �� �� � � - fN' 0 E12972920J 20 "�• ��� H — M C <T 111 BIKE LANE — x — X 12 TORM CL OUT 3ERR : or STOP 20 \ 18 m (X)NC RIM 107.17 STCB 15 X \ 12' CCNC W IE= 107.1] 1 _N858 PTvg1010-8130] 24M PV 00 RIME tit 18 V I I \ 12' CONC S IE- 10].2] A I ,9 41H �2" PVC 112 6w IE= 10827 LAD PVC CENTER OF CHANNEL- 10078 2 \ / \ \ LADDER E ABANDON } LADDERS \\ f \ TCBN847 CITY 1010-B1e V A ( t wRANT 5729 \ RIM=113.45 NDON UNUSED MANHOLE PER I NSTOP SIGN & V 12' &C N IE= 10635 \ 24WSDOTSTD-SPE072159(2)— �� I 4 a 124„JVC E HE 10635 \ STREET NAMES12" HNC SE IE= 106 25 I A 24' sTMHNa61 c RIM RIM=11331 1-STCByy8860 CITYN1010-B 06 2 X 10" NC W IE= 10691 I' RIM=i1262 10' corvc s IE= m696 1z 1 12' PVC E IE= 110.32 D I /�15 /I V Ob�sa" s N663 DITRIM=11393 I� 15 SIGN I ���������,;;; C TER OF CHANNEL 10423 / _ SURVEY MOm�IVIENT LOCATION LADDER NW / u \ / PERPETUATED PER DNR f•XONUMENT _ / I r l 1 qpN 7140600005 PROTECT AND PRESERVE EXISTING / L, / \ \ (MONUMENT DURING CONSTRUCTION. / �rr i I \ IF MONUMENT LOCATION IS COMPROMISED, I -' 40 REMOVE MONUMENT ANDJNSTALL I / NEWT MONUMENT PER COA STD DIET T-46 qfA { / a BLEACHERS O I I 15 SIGN 4 t I I M36" III STCBN865 CI7YN10I0-82D17 lv 1 �y 26/28 I 1 1 1 1 12 PVCWIE=10951 DEMOLISH 21 LF OF CUR .. I ` \ DIRT INFIELD 15 f I I \\ x i THAT IS IN POOR CONDITION �� a '• E I vv I 5 00LN 1s III ':CS f "h I I 1714 \ LU 241p STCBN864 CITYg1010-62016 w w I I x I 1 I RIM-11271 0 w I I I IIA46" 18" PVC N IE= 10891 Q F w w I HEI 12" PVC E IE= 10891 UU I J A 18' PVC S IE= 10891 / I N PROTECT EX III 1 x / _ / / \\ -- STREETLI6rHTS, TYR I III1III1 I _ APN 714H500010 IF I Ip6' I III to {_ _I - •' SIGN 15 ( I I I- D' -------------------- _ I \\ tit t. 3 14l I II *4011 SIGN 15 I I• j a I)epl } 3CITYN1010-B2Du WALL / 1 Cr G I \ IRRIGATION IRRIGATION 15 \\ a e o e • IE= 108 34 \ Cl/ 1 1 E= 10854 V 'V/ALVE I ------._ { 1• I IE- 1a644 VALVE15/IRA Er EH 0 STCBga564 CITYgwiO-B2014 _--TRIM= 09 �, D4 12" Pvc E IE= 1oa69 WSSMHx10D34 Miue.68 I B \ \ - I - APN ]t 40600015 12 CLAY NIER OF CHANNEL= 104.18 I 1 \ \ \ \ I NC- I r 8 cows l • I �i FF.111.BB \ /^ \ 3 �/ � i [I I \ f 11s siGN {I {0l . I — 3 �J� `I • \ \ \ 110 �, rJ ,tl, 15 DEMOLISH 45 LE EX. H\\ \ I I I I\I ¢aI CURB&GUTTER 'V\ \\S ^ Y \\ \\ \\ t\ Si N}6 21CITY Q1p2' OR EASE IR914. I}f— v 14 I A V I .. I J V r1= 16` Pvr, NLI IcCSTC: _ q RIM-11171364 CITYg1010-B1303 $ \ V L A 1" - 1 — 15' DI W IE= 10851 \ : DEMOLISH �( I _/ �I I - -D 3 D _— > D 12' DI S IE= 10901 I \ i UNKNOWN UTIUTK v •.I 3 / IA I _ 1 o.� BUILDING 200 \\ 18th ST SE S _ _ _ \ WOOD FRAME. \ 1 10 -1 91' [J r L X — 2 — \ BRICK, 1-STORY \ I f 'N 11I •11 ' - / - LOCAL RESIDENTIAL X�X� \ \ rl 15 DEMOLISH 6 LF EX ¢� X� v 14 I I CURB(&GUTTER ��'` I - s1GBp3811 OTYNI010-B12A 1 \V I 12' DI N6 E= 10918TO 1 I 3 #58400 15 N�--_--_-- II MATCH LINE -SEE SHEET C2.3 :1 LEGEND: 7 REMOVE PROPOSED SIGN _a GUVANCHOR E­— UTILITY POWER POLE WATER HB WATER VALVE 0 P4 GAS VALVE m FIRE HYDRANT A A=APPLE, B BIRCH F=FIR, P=PINE, HA HAWTHORNE HO HOLLY M MAPLE, O=OAK, U= UNKNOWN STORM LINE — —D — — SANITARVSEWERLINE __S__ GAS LINE — G U.G ELECTRICAL LINE --P-- TV LINE — —TV— — WATERLINE --W-- OVERHEAD POWER --ORR-- TELEPHONE LINE — —T — — HANDRAIL FENCE — — xx — CONCRETE ASPHALT GRAVEL SURFACING SAWCUT EXISTING PAVEMENT KEYNOTES DEMOLISH EX. BUILDING AND ASSOCIATED FEATURES. O CONTRACTOR SHALL OBTAIN DEMOLITION PERMIT FROM THE CITY OF AUBURN ODEMOLISH EX. FENCE O DEMOLISH EX. ASPHALT ODEMOLISH EX BALL FIELD AND ASSOCIATED FEATURES O DEMOLISH EX, STORM LINE AND DISPOSE OFF SITE ODEMOLISH EX SANITARY SEWER LINE AND DISPOSE OFF SITE O DEMOLISH EX. GAS LINE ODEMOLISH EXISTING ELECTRICAL UTILITY. COORDINATE WITH OWNER AND UTILITY PROVIDER. 10 DEMOLISH SITE EX. WATER LINE AND APPURTENANCES, AND DISPOSE OFF SITE 11 DEMOLISH EXISTING TELECOMMUNICATIONS UTILITY COORDINATE WITH OWNER AND UTILITY PROVIDER 12 DEMOLISH EX STORM OR SEWER STRUCTURE 13 DEMOLISH EX GRAVEL SURFACING 14 DEMOLISH EX. CONCRETE SURFACING 15 DEMOLISH EX ITEMS NOTED 0REMOVE AND SALVAGE EX. HYDRANT. RETURN TO THE 0 CITY AT 1305 C ST SW. 17 CUT, CAP, AND ABANDON EXISTING PIPE 8REMOVE AND PROTECT EXISTING SIGN SEE SIGNING 8 AND STRIPING PLANS FOR NEW LOCATION. REMOVE EXISTING PAVEMENT MARKINGS PER WSDOT 19 STD SPEC 8-22 3(6) 20 HOLEAFTETHATIREMAINS WITH GROUTPIPE FROM UCTURE, FILL THE PLAN NOTES 1. PROVIDE UNINTERRUPTED ACCESS TO ALL OLYMPIC MIDDLE SCHOOL PARKING LOTS THAT WILL REMAIN AT ALL TIMES. EMERGENCY VEHICLE ACCESS TO THE MIDDLE SCHOOL IS PROVIDED THROUGH THE EXISTING PARKING LOTS. THE CONTRACTOR SHALL DETERMINE MEANS AND METHODS WITH THE SCHOOL DISTRICT BEFORE BEGINNING CONSTRUCTION. B N 0 GRAPHIC SCALE 0 10 20 40 V=20 FEET NOTICE ou"um�Iiv16i w°0°eOArurw �v�ivs w n�i m�repp°1Kmon�raw�is wss Ce �re�aao NNrowlmerwrw weaeom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER:6.-L DATE: 06/16/2023 9 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx EmErmahhl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOL AUBURN No. 408 TACOMA SPOKANE I PI- .. 12SONti&Ave. 505WRiveNae 1001SW1h Avene 4041olumoa Suite 700 Suite 500 SURE NOR Suite 200 Warinyon9Be@ Washingtoo98201 Oregom 91204 O"m 91102 20.0.5N9 509 Z51.WIT 503.5350701 W330.6506 BLRB.com Drawing Till� DEMOLITION r. 5/03/2023 • .1 11 Sheet No. S _. of J DATE: Apni 24, 2023 FILENAME. 0.@2O 2\2220275510_CIVICADQ220275-SH-DEMO.dwO BLRB ARCHITECTS, P.S. J 1 I 2 I 3 I 4 I 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS 7 1 8 1 9 O N m N N 0 91 IN F G 21 J :1 N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON N (D GRAPHIC SCALE 0 20 40 80 1'=40 FEET xona w�om��iv16i w�aanw �a�was w n��2s�mru�sav wes tea m� m r �v urownosrw�wiimwrod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: )2or&rL DATE: 06/16/2023 0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wyWahhl.oam wE6 AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. Washington 984OZ 153.,. BLRBcom Drawing Title'. TESC INDEX PLAN Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Stamp `� J, fir! Sheet No. CIO �O 803 1 L TONA� /03/20 or DATE: April 4. 2023 FILENAME: D:Q02=0275N0_ClV CA012220275SH-TESC.tlwg BLRB ARCHITEGTS, P S. ME CD N ai N N N N J 7 I 2 I 3 I 4 I 5 I 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N"W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON 0�0 IF WALL -� �Bq1 70 �j' 16•� i■ ®e 1? NOT, -a - - � G ` _ - - - - - - - 49. a9 o f BIKE LANE i.. W- _._ H9ENM'. - - W - _ -W_ PJ. - ------------- B D. ',D _ _ D _ _�P.'q—__.�O �6 -q BASIS OF BEARING -M� - r! A / S8T 38' ICE 661 41' C CENTER SE 'I {.\ \ D .. .. ... \ CONC MON IN CASE �. �� . wL WIASS DISK & PUNCH { o a _ _ _ _ -�. \ \ COY OF AUBORN 'I D 8165 { { ...... E�124663D 9J - - - - - - - - 5a.; \ /% I�r. r���• �: , �� -ram.. �mmrmilii )HR HP ST p51} CRvp1010-81949 i - - - - - - STCB 109 87 - Z�11s.x .. < - ' � X Z=- x — xl2 MV x .— x — x 0005 PVC IE 101 53 ° i ADDER E / i0y p0° � � 2 IE 109.5 C :Bp511 RIM=10710 \ 1 / \ " PVC E IE-1038A 1 o I ,01 4 / PVC S IE=10355 i:' 6ip0 IE107.7 A 8 4A D y6i I / °\0ga °q3 eip9 g0 0 1 °Tip 23 12 C N RIM=10J 7I IE=103.6 75 — C 5IE=10375 � ':. V 5 i' I I wz9 C.. {{{ '� I1I "' ip R O W 0,E&tTION I y REC NO,0Y0190618401164 aB 4 .ar.. w9 959 a0 D — — — — ] X 4 °io9. ° p9 as ° 09 °6 I j2 "° 3 RIM=10740 N IE=10381 O -' 3L 111 I EASE O IING ASPHALT PATHWAY CI I { ♦�� ASS OOAIEDO$$RILBAAGGE AND G HER MPROVE"A1 NOS 109°0 {: V! O k M1 III REC NO 200$0514002188 \ \ F- tt TTT I,� I V \\ ®ip96i 9a N p I EASEMENT FOR MAINTAINING ASPHALT i RICII I PATHWAY, ASSOCIATED SIGNAGE \ i0g 03 ° U AND OTHER IMPROVEMENTS \ ° 1V o� j I j 10' REC NO 20050514002188 \ ° o E O� g III I, °av9 vv I I z IO �.: C I I II'� I vip6 j oi°642 i001a \\\ I III c �N, NOS pl ioygi O ::...I II I II 50900 l °i °pB INN ULI x V W I N II141 a°°� I � 1 Ympic MI;; w n11Ue\ Duiem. h II X 20• CONVEYED TO THE CITY OF AUBURN NOB H; I \ APN '92"C Z _ REC 20140822000318 (VARIABLE WDTH) _ E I ONES ED F III x ) I °ate °io96a :I a I I y I J/ I °ip959 °ipg Y#1010-614876 RIM=10712 \ J N IE 103.22 III III Noso S IE- 103.27 I \ o a0?\ B6 \\ X o p0 °\O9 3A �- 90 °,p9°6 °ip9 e9 1 I- . III 1 Mz• I io6y' ®iog5 ip61e I 1 ----------ip902 Nos :5 gas g1 IIIFIE107 VARIABLE WIDTH PUBLIC AND \ / S. d PRIVATE UTILITY EASEMENT \ I dy RE0. NO 20180808000671 r - 57 RIM=10820 J 5 IE= 105 70 . I A H I : 10: I i 20 \\ C P � > I 4 Nos ' \ A6 v 1 010 - ' t '-� =� - \ IE 108.5� MATCH LINE - SEE SHEET C3.2 K LEGEND: 7 EXISTING PROPOSED SET NAIL AND WASHER A FOUND MONUMENT AS NOTED 9 SET RESAR AND CAP BOLLARD MAIL BOX o SIGN SANITARY SEWER MH/CO 0 0 STORM MH/CB OD D ROUND STORM CATCH BASIN GAS METER/VALVE ® 01 POWER TRANSFORMER O GUYANCHOR E UTILITY POWER POLE 4 ELECTRICAL VAULT JUNCTION BOX POWER METER O LUMINAIRE $1 TELEPHONE RISER 0 TELEPHONE VAULT OT FIRE DEPARTMENT CONNECTION 4> FIRE HYDRANT Q IRRIGATION CONTROL VALVE 0 WATER METER VALVE IF W WATER VAULT WV A=APPLE, B=BIRCH, F=FIR, P-PINE, HA=HAWiHORNE HO=HOLLY, M=MAPLE, O 0=0AK, U=UNKNOWN STORM LINE — —D — — —SD— SANITARY SEWER LINE — — S_ — GASLINE --G-- U.G.ELECTRICAL LINE - -P-- TV LINE -TV-- WATER LINE - - W- - OVERHEAD POWER -OFF-- TELEPHONE LINE - - T - HANDRAIL FENCE - FENCE X- X -X- CONCRETE ASPHALT CONTOUR MAJOR INTERVAL XXX XXX — CONTOUR MINOR INTERVAL ---XXX--- XXX — LIMITS OFCONSTRUCTION CATCH BASIN INLET PROTECTION ® CITY OF AUBURN STANDARD DETAIL E-03 SILT FENCE _ X _ CITY OF AUBURN STANDARD DETAIL E-02 TEMP TREE PROTECTION 4 FENCING C310 CONSTRUCTION ENTRANCE ® CITY OF AUBURN STANDARD DETAIL E-01 TEMPORARY INTERCEPTOR _... t e SWALE C3 10 GRAVEL CHECK DAM 1 C3.10 RIPRAP PAD e TTT___'eYY"''ttF000,JJ�^^dW+J'J C3.10 AREA OF UNSUITABLE SOILS SEE PLAN NOTE 7 KEYNOTES (DPROVIDE CATCH BASIN INLET PROTECTION PER CITY OF AUBURN STANDARD DETAIL E-03 OPROVIDE SILT CONTROL FENCE PER CITY OF AUBURN STANDARD DETAIL E-02 OPROVIDE TEMPORARY CONSTRUCTION ENTRANCE/EXIT PER CITY OF AUBURN STANDARD DETAIL E-01 OTEMPORARY INTERCEPTOR SWALE WITH CHECK DAMS PER WSDOT STANDARD PLAN 1-50 20-01 (DHIGH VISIBILITY FENCING PER WSDOT STANDARD PLAN 10 10-01 OTEMPORARY STORMWATER TANKS, SIZED PER CSWPPP SEE PLAN NOTE 5. OCONSTRUCT SUMP WITH TEMPORARY PUMP CONNECT PUMP TO TEMPORARY TANKS. SEE PLAN NOTE 4. OAREAS WITH POSSIBLE UNSUITABLE MATERIALS IN $OIL SEE PLAN NOTE 7. (DCATCH BASIN DRAINS TO EXISTING INFILTRATION SYSTEM. SEE PLAN NOTE 3. 8 PLAN NOTES 1. SEE SHEET C1 1 FOR GENERAL TESC NOTES. 2 GRADES SHOWN ARE FINAL GRADES TEMPORARY AND INTERIM GRADING SHALL BE CONSTRUCTED SUCH THAT ALL DISTURBED AREAS DRAIN TO TEMPORARY INTERCEPTOR SWALES AND TEMPORARY STORMWATER TANKS. 3 SEVERAL EXISTING CATCH BASINS NEAR THE CONSTRUCTION SITE DRAIN TO EXISTING INFILTRATION FACILITIES. DIVERT STORMWATER AWAY FROM THESE CATCH BASINS DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES MAY SEDIMENT -LADEN WATER BE ALLOWED TO ENTER INFILTRATION FACILITIES. 4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY, NON -CLOG DRY PIT STORM DRAINAGE PUMP. THE PUMP WILL BE USED TO PUMP WATER FROM THE SUMP TO THE TEMPORARY STORMWATER TANKS SUMP AND PUMP SHALL BE BIDDER DESIGN. THE LOCATION IS A SUGGESTION ONLY. THE CONTRACTOR WILL DECIDE THE LOCATION OF THE SUMP. 5 DURING THE EXCAVATION AND FOUNDATION CONSTRUCTION PHASE DISCHARGE STORMWATER FROM PUMP TO TEMPORARY STORMWATER TANKS AS SHOWN ON PLAN 5.1. TANKS SHALL BE BAKER TANK 450 BBL FIXED -AXLE OR APPROVED EQUAL. PROVIDE ADEQUATE STORAGE TANKS TO MEET THE REQUIRED VOLUME NOTED IN THE CSWPPP 52 THE CONTRACTOR MAY USE A CHITOSAN ENHANCED SAND FILTER SYSTEM ORAN ELECTROCOAGULATION SYSTEM TO REDUCE THE NUMBER OF TANKS REQUIRED. SUCH A SYSTEM MUST BE GULD-APPROVED BY THE DEPARTMENT OF ECOLOGY (DOE)AND INSTALLED PER DOE REQUIREMENTS 53 STORMWATER FROM THE TANKS MUST BE DISCHARGED OFF -SITE UNLESS THE CONTRACTOR RECEIVES PERMIT FROM THE CITY OF AUBURN TO DISCHARGE TO STORM OR SANITARY SEWER. 54 ANY PERMIT OR OTHER FEES ASSOCIATED WITH DISCHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 55 LOCATIONS SHOWN ON PLAN ARE SUGGESTIONS ONLY. THE CONTRACTOR WILL DECIDE THE LOCATIONS OF THE TANKS THE TANK MAY NOT BE LOCATED WHERE IT WILL OBSTRUCT PEDESTRIAN TRAFFIC NOR MAY IT BLOCK BUS STOP$ NOR MAY IT BE PLACED OVER UTILITY ACCESS POINTS SUCH AS MANHOLES AND VAULTS. 56 TANKS MAY NOT BE PLACED OVER WATER MAINS, METERS, OR SERVICE LINES 5.7. IF THE CONTRACTOR CHOOSES TO LOCATE TANKS ON PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OCCUPANCY PERMIT 6 MAINTAIN PEDESTRIAN ACCESS ALONG ALL PUBLIC STREETS. COORDINATE WITH THE CITY OF AUBURN 7. SOME SOILS ON -SITE ARE SUSPECTED TO BE UNSUITABLE DUE TO THE PRESENCE OF WOOD DEBRIS IN SOIL LOGS. LOCATIONS OF UNSUITABLE SOILS SHOWN ARE APPROXIMATE ONLY CONTRACTOR SHALL REMOVE ALL WOOD DEBRIS FROM SOILS AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILL WITH MATERIALS AS DIRECTED BY THE GEOTECHNICAL ENGINEER N 0 GRAPHIC SCALE 0 10 20 40 1"=20 FEET Nrm �v SIR mew PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:_ DATE: 06/16/2023 SON O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tamma, WA 98403 253,383.2422 TEL 253,383.2572 Fla www.ahN.Oan me AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Fill OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOLF I TACOMA I SPOKANE II Umm Ar. A511PIVe1S14P I901AI SMAvvii T100 smte7aa wNewo 51 Wall 984112 Washinglon98201 Dregon91204 253.627.50 W9152.5080 503.535.OT01 :11... BLRB.com Drawing Title TESC PLAN - NW DATE Apn14,2023FILENAME Q1202212220275%10-ClVCAD12220275SH-TESCdwg BLRB ARCHITECTS, P.S _o J A B C r] E F G :I J :1 1010-81487� RIM-107 71 IE= 10421 I IE= 10421 IE= 10421 JITYp6080 261 zi M=t IE= 104 AFT. 04 50 = 10445 = 10440 = 10440 E I Si �I;g176211 12111FVC E Ih Leal J63 12" 12.. \ 12" I \ 1 I I I I I I h I 1/ ppSTCB#1764 2" •p1'C�S ° I I CON 1 I I CITY 1 I 2 I 3 4 5 6 7 I 6 I 9 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON MATCH LINE -SEE SHEET C3.1 \ I ° 1 IE 108.5 ,68 / ��' / i a PLAN NOTES XT , �' LEGEND. 1. SEE SHEET CI I FOR GENERAL TESC NOTES \- DI A ION EXISTING PROPOSED TIO ACI TV i 2 GRADES SHOWN ARE FINAL GRADES. TEMPORARY AND INTERIM .. I' owl x D NO ON]ACT OILS \' SET NAIL AND WASHER . GRADING SHALL BE CONSTRUCTED SUCH THAT ALL DISTURBED FOUND MONUMENT AS NOTED B AREAS DRAIN TO TEMPORARY INTERCEPTOR SWALES AND k I ' SET REBAR AND CAP TEMPORARY STORMWATER TANKS BOLLARD ° 3. SEVERAL EXISTING CATCH BASINS NEAR THE CONSTRUCTION MAIL BOX o SITE DRAIN TO EXISTING INFILTRATION FACILITIES. DIVERT 7 a V I / I V SIGN a STORMWATER AWAY FROM THESE CATCH BASINS DURING \ ( CONSTRUCTION UNDER NO CIRCUMSTANCES MAY A L yt I \ ' SANITARY SEWER MH I CO Q o N AN WA R I I SEDIMENT -LADEN WATER BE ALLOWED TO ENTER INFILTRATION H I I ' STORM MH/CB Q❑ ❑ FACILITIES 1 / N'10 763.4 A � E 12 6892. 680 \ / ROUND STORM CATCH BASIN LEV-1 877 I 1K ® 4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY, NON -CLOG GAS METER VALVE ® m DRY PIT STORM DRAINAGE PUMP. THE PUMP WILL BE USED TO PUMP WATER FROM THE SUMP TO THE TEMPORARY • + I POWER TRANSFORMER 0 STORMWATER TANKS SUMP AND PUMP SHALL BE BIDDER \ / ' GUYANCHOR E DESIGN. THE LOCATION IS A SUGGESTION ONLY. THE 1 : 8j I / ) / 1 ' UTILITY POWER POLE o CONTRACTOR WILL DECIDE THE LOCATION OF THE SUMP. '- M2^ / S. DURING THE EXCAVATION AND FOUNDATION CONSTRUCTION 110 I ' ELECTRICAL VAULT © PHASE, DISCHARGE STORMWATER FROM PUMP TO TEMPORARY JUNCTION BOX STORMWATER TANKS AS SHOWN ON PLAN POWER METER 0 5.1. TANKS SHALL BE BAKER TANK 450 BBL FIXED -AXLE OR IITY, IIa 2 I 1 1 LUMINAIRE 9 APPROVED EQUAL. PROVIDE ADEQUATE STORAGE TANKS TO g V 1 TELEPHONE RISER o MEET THE REQUIRED VOLUME NOTED IN THE CSWPPP. 5.2. THE CONTRACTOR MAY USE A CHITOSAN ENHANCED $AND TELEPHONE VAULT OT FILTER SYSTEM OR AN ELECTROCOAGULATION SYSTEM TO 3 I I I FIRE DEPARTMENT CONNECTION b• REDUCE THE NUMBER OF TANKS REQUIRED. SUCH A M FIRE HYDRANT R SYSTEM MUST BE GULD-APPROVED BY THE DEPARTMENT OF c' �J,J I- - I I I O IRRIGATION CONTROL VALVE �' ECOLOGY (DOE) AND INSTALLED PER DOE REQUIREMENTS 3, m - y I I 5.3. STORMWATER FROM THE TANKS MUST BE DISCHARGED WATER METER /VALVE IF DJ OFF -SITE UNLESS THE CONTRACTOR RECEIVES PERMIT WATER VAULT WV FROM THE CITY OF AUBURN TO DISCHARGE TO STORM OR w SANITARY SEWER A=APPLE, B=BIRCH, F=FIR, ,�,',Jy 5.4. ANY PERMIT OR OTHER FEES ASSOCIATED WITH P=PINE, HA=HAW7HORNE DISCHARGES ARE THE RESPONSIBILITY OF THE v -1L I / I ? HO=HOLLY, M=MAPLE, O CONTRACTOR. \� O=OAK, U=UNKNOWN S.S. LOCATIONS SHOWN ON PLAN ARE SUGGESTIONS ONLY THE PS,II `L E 11P 5 0 / STORM LINE — —D — —SD— CONTRACTOR WILL DECIDE THE LOCATIONS OF THE TANKS. a ' Q THE TANK MAY NOT BE LOCATED WHERE IT WILL OBSTRUCT .2.'p. ✓✓✓/ IE1 3 SANITARY SEWER LINE — —S—— I a \I V PEDESTRIAN TRAFFIC. NOR MAY IT BLOCK BUS STOPNOR GAS LINE — — G — MAN IT BE PLACED OVER UTILITY ACCESS POINTS SUCH AS UG ELECTRICAL LINE — —P— — MANHOLES AND VAULTS TV LINE — —TV— — 5.6. TANKS MAY NOT BE PLACED OVER WATER MAIN$, METERS, _ WATER LINE — W— — OR SERVICE LINES. a / OHP-- II OVERHEAD POWER5.7. IF THE CONTRACTOR CHOOSES TO LOCATE TANKS ON -- a ,[ / \ ' PUBLIC RIGHT-OF-WAY,CONTRACTOR SHALL OBTAIN .. N?� .. \ ! // I TELEPHONE LINE — — T — — RIGHT-OF-WAY OCCUPANCY PERMIT. HANDRAIL \ 1 ' FENCE X—X—X— 6 MAINTAIN PEDESTRIAN ACCESS ALONG ALL PUBLIC STREETS. CONCRETE COORDINATE WITH THE CITY OF AUBURN / \ 7. SOME SOILS ON -SITE ARE SUSPECTED TO BE UNSUITABLE DUE ASPHALT TO THE PRESENCE OF WOOD DEBRIS IN SOIL LOGS LOCATIONS \� M2 V OF UNSUITABLE SOILS SHOWN ARE APPROXIMATE ONLY. CONTOUR MAJOR INTERVAL XXX XXX CONTRACTOR SHALL REMOVE ALL WOOD DEBRIS FROM SOILS BO MELEV OLYMPIC DLE SCHOCL CONTOUR MINOR INTERVAL ---XXX--- XXX — AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILL 1 .0 URN LOT ICT NC. 408 I ' LIMITS OF CONSTRUCTION WITH MATERIALS AS DIRECTED BY THE GEOTECHNICAL T 1m .& - \ 59192 �/ ENGINEER. PI CATCH BASIN INLET PROTECTION ® CITY OF AUBURN I1 I ' STANDARD DETAIL E-03 B26CITY OF AUBURN 11) 7SILT FENCE STANDARD DETAIL E-02 o,� R¢ ' TEMP TREE PROTECTION e N TO - a I I >>o J I I• FENCING C310 _ 4" PVC COMM SIN - / A CONSTRUCTION ENTRANCE ® STANDARD DETAIL E-01 112 85 \ 95 I \ 1 / SVo8 12 35 06 15 0595 I PPEO )ER E - thST . Ea1DE "MODAL y W= W= ® I A IF —wI II NX I I I 12.63� I I I I I o I I o I V\ I I TEMPORARY INTERCEPTOR2 IE1 I�IE 1'07JJ SWALE C310 IIa\\\1I1I I 7 / 1 / ' '\ .,2 Gvttye268 �'�— J, ' GRAVEL CHECK DAM 1 C3.10 j3 yu9 I X \Vi4 W IE= 106 61 ' • ki L I� V� IE= 106/41 h �N �-�1 L I PIG NIDDL SCHOOL RIPRAP PAD C310 �a� — / II V UUUf N DIST- rT NO 408 S/ IN\ \ IE 108.8 / 4 / \ \ \\ • ' AREA OF UNSUITABLE SOILS SEE PLAN NOTE 7 \T CL IN IN STC H2308 CITrg62659 _ - A RIM=111.11 A 1 •l° -�� -1 PTF =ostt 12'PVC WIE= 0721 APP20M LC7GA'ICN (+ I - } \ 12' 4 PVC N IE= 1 7 21 E107.4 . "\ c =uRVE��2 < I r _ _ C NSTRUS•�3'EMPORARV BERM �_—=-6_ ------ __ LV f TO DIVERT FWS AWAY— / 8;TLg'ATCH BASINS 9 1 9 1 —UA POST _ N�..11 S �PAANNOTE 3 STC6N29m Clttge266o 9 1 — y� >/ I \\ - - o+x8 m+•6 )YPVC'w-R- 11799 STCOX3100 CIMvgBi661 4CBN3n2 RiM�(232 \\ 12" PV IE= 10J 12' PVC W IE 10825 +' 12' PVC WIE= 1m 92 \ B 9. III_ of Z6,44 TfYDFkNT 1186 p. — \� R — 1 144 CONSTRUCT TEMPORARY BERMI 9—P _ ... TO DIVERT FLOWSAWAV I I y1 9 FROM CATCH BASINS /^� SEE PLAN NOTE i nl�2• OU2ft \�` :.I ..... STC6p2735 RIMmILI L I 12' PVC W IE= 105 4 IILADDER E IE= 1os 9 �. _ i I z, '�_.z0' "� :....Q \.' ADEL #155 I NAIL AND WASHER I V - N, 1094262964 : I E1296942 5360 EI i l •. • U LE.lo48� a8 :1 f I sj0 X2�36 RI- 10572 -� �... �.I I lV .. •..� I 1 Pv W IE= 105 T2 1${${ PVC1 N IE= 10762552_ 1 DDER EN IE= 10 14. Ir _ L — — — — — —: — — — - - —1 - .. Lod=, —M--_—M----M——M _ VALVE 50e9 3 A E909p \ - I KEYNOTES: OPROVIDE CATCH BASIN INLET PROTECTION PER CITY OF AUBURN STANDARD DETAIL E-03. OPROVIDE SILT CONTROL FENCE PER CITY OF AUBURN STANDARD DETAIL E-02. OPROVIDE TEMPORARY CONSTRUCTION ENTRANCE/EXIT PER CITY OF AUBURN STANDARD DETAIL E-01, OTEMPORARY INTERCEPTOR $WALE WITH CHECK DAMS PER WSDOT STANDARD PLAN 50 20 01 OHIGH VISIBILITY FENCING PER WSDOT STANDARD PLAN 1-10 10-01 OTEMPORARY STORMWATER TANKS, SIZED PER CSWPPP SEE PLAN NOTE 5. OCONSTRUCT SUMP WITH TEMPORARY PUMP. CONNECT PUMP TO TEMPORARY TANKS, SEE PLAN NOTE 4. OAREAS WITH POSSIBLE UNSUITABLE MATERIALS IN SOIL. SEE PLAN NOTE 7. OCATCH BASIN DRAINS TO EXISTING INFILTRATION SYSTEM. SEE PLAN NOTE 3. N 0 GRAPHIC SCALE 0 10 20 40 1^^=z0 FEET NO11C£ •aur vxmow�aruwxex x1ml4v1x xurw.lrluvs k 0004elr m m ooeue naI Qs ww� aww m xmonrerw x urownm wm wmanom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ; DEV REVIEW ENGINEER:6�-��;//�� L DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahBl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Fill OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN ee TACOMA SPOKANE I P.. .. .- _..... 12501ia8[Am 505WRIveNde 100ISWRt Avenue 404 SW (olumoa Suite 700 Suite 500 Sm1e TOO sultoo0 WaslinplgOg0l02 WaShington98201 Oregon 9720 Oregon 9110Z 29.0.5m 50 252SIMI 503 535 0707 54L330.6500 BLRB.com Title: TESC PLAN - SW Date:Drawing 5/03/2023 Sheet No. 1 of DATE: Apnl 4. 2023 FILENAME: Q:Q02212220275\10-CMCA012220275SH-TESC.dwg BLRB ARCHITEGTS, P.S. el _i J 7 I 2 I 3 I 4 I 5 I 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON MATCH LINE - SEE SHEET C3 4 I\ 1 J HroRAry hN26 IE.71717 -, `NN2y0 �I I I _3I cil 1155�/ II Ikz f k5P74P , TC6p3618 CITYg1010-61327 I I° B I\ // / 3" DIN E2 10873 1 q I n I It x 1 siM $6t7 �ITrgl 3• \1•Za API I~ RIM-'q160 Iz' TI sw lq" 107 ` 28 / / SSMHX3620 CITY 1010-18 T2" �I W IfT. i0gj N3 �4� ^9N __- INN3g'I \ Rlin=t1t61 8DI S IE 1102go �� A z4" oNc x 1D[R a 6 �- \ 11056 a H �\`--_--`�gg-- I o NA.4'S /) CENTER OF CHANNZL= 4 I I 4 STMH�'jNi9 iY#1p1 11 =11168 c NAN2 ®»y56 Ng oN / 08 OI fJ$yY 1E {10848 N »Y 93 /E_ 1f1 J °N`2 vv / \ 1 8 _anr IE Ioa / 1009 v / •x 1 1, 1 lE 108-1' - `Y I / / / 2 I IF.,1ea'6 I I w // Ihpa1—I I � 1— —S. ---_ xILIC Io T \ I 11' W _ N `. g9 m I H w ' sTMHp361s c z I /� II j II°� 9 ''� ��/ Q Hz=o111W41c- 6' PVC N IE= 2 I / I ,7I�a O 12' CONC S I Q II /� I `�* SSMHa3616 C J Io I _- 2 avcas 11 / CENTER OF CI I II I /// °NNNNo ICI LADDERS I IE 110.5 I q D IV Lam_.-_�/� \--� °NNNA6 o'NN5J x I U, 3'_ 1 1�1� �1Y65a 1al 1�"I---- /� 2 ° je III j / �e I I So N,,. NNN>2 III ae \ ll41 I i `N E x j I so a 1111111,26NN � - \ o \\\ L �N�6 II I I I III < \ / ac ANA)1 I �P0 BRIM-111040 p vgNNs I 1 N6 I r{ 1 1 12' PVC S I ONN�3 °NNN`eePR IDEWH�EL WASH BASIN „ `- o)NN'1i I /I Z. 21 I PER $DOE BMP C106 o r/ X II NN9 / I61 0 -------------- IPRODUQT APPROVED AS \ YAp g FU CTIONALLY EQUIVALENT oNNN1e / IE 110.1 \ I PPPPPP `� I BYWSDOE 'I ( } 3 4'LF TEMP \ x 6 CULVERT F I , r 1 N L NP� N'Le NNN. 0 3 YN II A Nag° T "�y3�. 1 — I I 'NNNa I o o </ o, e 2 19th ST SE X —L \ _.. � � LOCAL RESIDENTIAL TU LO ATIO OF I V / \ / 1 16641 PITY410IT 81315 S1NhIT0 70 NFIL TI NFA ILITY \�/ \S P sec AND x _ A DI w E IA6yp "" G Harr EASEMgJF / { ANN N' Id IE4 to6 b6 Ng NN II' ON TC PAC Still RA No 01806o000 t �J k ppI NE 1 107�10 'Y ANN` ° °N 30 I 96AD ER--R 2 / a / \ FUT E L ATI OF INFI RAT NF CILI DO OTC TS $ NNN oN S a a3 N.7g Ny9 AN12e °1N 29 .X STCBN3612 H 12- CP W lE 10678 IIMy1 Ns% I 112 o11N411 .. - 4 IE 109 7 °I1N NN 1 ..I }I Ip-_--p-_-- - -_-� - D- D- --p/ _ - I A, II 9 1 S q 76 aTYHB2685 9 1 CON UCTTEMPOR> WBE Y 6 9 1 9 1 / T J RIM- 23 STCBg349 CITYgB266 DIVERT - tO STCBg3626 CIiYA8266 / 2 ' I/ 12"CPP E IE= 10513 RIM=11o97 FROM �. > 613 RIM=110.17 �N1N0 NNN / 12" CPR W IE= 10777 -� 58 — -- NN 12"CPPEIE=1o777 --SEER NOI1 48 -- -tf L'PP-W-IE=TD6eY--_-- / 1 IN Ae� .•``\� �uz' N` '(�';2}--,�� 1��\""�� qec� Ou2" "^DN9 I$0.Jjz 9 1 —.1�1 2• N I NN 24 �7 ° - - �/ N� y,N NNESNNN i - A� AN1 4- -_I , 9----- p ATFR MAIN EASEM �� ._ \ / k rvO 2019A6180Wt&4 11 p \ - . P 2. I{, LANI_+- v - 5B 4 ®N ` el'NN I•,) BTMBP3544EITYp2670 E VNNge NNg INN }e RIM Ito 79 49 24',OPP W IE= AO I APN 7140E 12' CPR N IE°"°.TA219 PI is".CPP F IE- ID .9N K 7 /± PLAN NOTES LEGEND: 1. SEE SHEET C1.1 FOR GENERAL TESC NOTES. EXISTING PROPOSED SET NAIL AND WASHER p FOUND MONUMENT AS NOTED B SET REBAR AND CAP OO BOLLARD MAIL BOX SIGN a SANITARY SEWER MH/CO Q o STORM MH / CB ❑ ROUND STORM CATCH BASIN GAS METER/ VALVE 12 m POWER TRANSFORMER O GUYANCHOR E-- UTILITY POWER POLE o- ELECTRICAL VAULT JUNCTION BOX B POWER METER LUMINAIRE kC TELEPHONE RISER o TELEPHONE VAULT 0 FIRE DEPARTMENT CONNECTION b° FIRE HYDRANT Q IRRIGATION CONTROL VALVE 0 WATERMETER/VALVE ® W WATER VAULT A=APPLE, B=BIRCH, F=FIR, .WVI P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U= UNKNOWN STORM LINE - -D - - SANITARYSEWERLINE --S- GAS LINE --G-- U.G. ELECTRICAL LINE - - P- TV LINE - -TV- WATERLINE --W- OVERHEAD POWER --OHP- TELEPHONE LINE - - T - HANDRAIL �a FENCE -X- X -X .H�P[N3ilq b&=W lli1 CONTOUR MAJOR INTERVAL XXX XXX CONTOUR MINOR INTERVAL ---XXX--- XXX — LIMIT$ OF CONSTRUCTION CATCH BASIN INLET PROTECTION ® CITY OF AUBURN STANDARD DETAIL E-03 SILT FENCE _ X _ CITY OF AUBURN STANDARD DETAIL E-02 TEMP TREE PROTECTION e FENCING C3,0 CONSTRUCTION ENTRANCE ® CITY OF AUBURN STANDARD DETAIL E-01 TEMPORARY INTERCEPTOR SWALE C3.10 GRAVEL CHECK DAM 1 C310 RIPRAP PAD 3 C3.10 AREA OF UNSUITABLE $OIL$ SEE PLAN NOTE 7 KEYNOTES: OPROVIDE CATCH BASIN INLET PROTECTION PER CITY OF AUBURN STANDARD DETAIL E-03. OPROVIDE SILT CONTROL FENCE PER CITY OF AUBURN STANDARD DETAIL E-02. OPROVIDE TEMPORARY CONSTRUCTION ENTRANCE/EXIT PER CITY OF AUBURN STANDARD DETAIL E-01. OTEMPORARY INTERCEPTOR $WALE WITH CHECK DAMS PER WSDOT STANDARD PLAN 1-50.20-01. OHIGH VISIBILITY FENCING PER WSDOT STANDARD PLAN 1-10.10-01, OTEMPORARY STORMWATER TANKS, SIZED PER CSWPPP. SEE PLAN NOTE 5. OCONSTRUCT SUMP WITH TEMPORARY PUMP. CONNECT PUMP TO TEMPORARY TANKS SEE PLAN NOTE 4. OAREAS WITH POSSIBLE UNSUITABLE MATERIALS IN SOIL. SEE PLAN NOTE 7. OCATCH BASIN DRAINS TO EXISTING INFILTRATION SYSTEM. SEE PLAN NOTE 3 2. GRADES SHOWN ARE FINAL GRADES. TEMPORARY AND INTERIM GRADING SHALL BE CONSTRUCTED SUCH THAT ALL DISTURBED AREAS DRAIN TO TEMPORARY INTERCEPTOR SWALES AND TEMPORARY STORMWATER TANKS. 3. SEVERAL EXISTING CATCH BASINS NEAR THE CONSTRUCTION SITE DRAIN TO EXISTING INFILTRATION FACILITIES DIVERT STORMWATER AWAY FROM THESE CATCH BASINS DURING CONSTRUCTION UNDER NO CIRCUMSTANCES MAY SEDIMENT -LADEN WATER BE ALLOWED TO ENTER INFILTRATION FACILITIES. 4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY, NON -CLOG DRY PIT STORM DRAINAGE PUMP THE PUMP WILL BE USED TO PUMP WATER FROM THE SUMP TO THE TEMPORARY STORMWATER TANKS. SUMP AND PUMP SHALL BE BIDDER DESIGN THE LOCATION IS A SUGGESTION ONLY THE CONTRACTOR WILL DECIDE THE LOCATION OF THE SUMP 5 DURING THE EXCAVATION AND FOUNDATION CONSTRUCTION PHASE, DISCHARGE STORMWATER FROM PUMP TO TEMPORARY STORMWATER TANKS AS SHOWN ON PLAN. 51 TANKS SHALL BE BAKER TANK 450 BBL FIXED -AXLE OR APPROVED EQUAL. PROVIDE ADEQUATE STORAGE TANKS TO MEET THE REQUIRED VOLUME NOTED IN THE CSWPPP. 5.2. THE CONTRACTOR MAY USE A CHITOSAN ENHANCED SAND FILTER SYSTEM OR AN ELECTROCOAGULATION SYSTEM TO REDUCE THE NUMBER OF TANKS REQUIRED. SUCH A SYSTEM MUST BE GULD-APPROVED BY THE DEPARTMENT OF ECOLOGY (DOE) AND INSTALLED PER DOE REQUIREMENTS. 5.3. STORMWATER FROM THE TANKS MUST BE DISCHARGED OFF -SITE UNLESS THE CONTRACTOR RECEIVES PERMIT FROM THE CITY OF AUBURN TO DISCHARGE TO STORM OR SANITARY SEWER. 5.4. ANY PERMIT OR OTHER FEES ASSOCIATED WITH DISCHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR 55 LOCATIONS SHOWN ON PLAN ARE SUGGESTIONS ONLY. THE CONTRACTOR WILL DECIDE THE LOCATIONS OF THE TANKS. THE TANK MAY NOT BE LOCATED WHERE IT WILL OBSTRUCT PEDESTRIAN TRAFFIC. NOR MAY IT BLOCK BUS STOPS. NOR MAY IT BE PLACED OVER UTILITY ACCESS POINTS SUCH AS MANHOLES AND VAULTS. 56 TANKS MAY NOT BE PLACED OVER WATER MAIN$, METERS, OR SERVICE LINES. 5.7 IF THE CONTRACTOR CHOOSES TO LOCATE TANKS ON PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OCCUPANCY PERMIT 6. MAINTAIN PEDESTRIAN ACCESS ALONG ALL PUBLIC STREETS. COORDINATE WITH THE CITY OF AUBURN. 7 SOME SOILS ON -SITE ARE SUSPECTED TO BE UNSUITABLE DUE TO THE PRESENCE OF WOOD DEBRIS IN SOIL LOGS LOCATIONS OF UNSUITABLE SOILS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR SHALL REMOVE ALL WOOD DEBRIS FROM SOILS AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILL WITH MATERIALS AS DIRECTED BY THE GEOTECHNICAL ENGINEER 8 N 0 GRAPHIC SCALE 0 10 20 40 = 20 FEET NOT(£ •IeNr vxmowlaruwwex xrmi4vlx xurw.xwvs k000ieirrmmNWLlxi®s Trq�NN4N m.xNTWraMx wss •Io �x�iwNnamo Nm to wnxv*wlw wmanom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER: 6�ZL DATE: 06/16/2023 1 9 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 96403 253.383.2422 TEL 253.363.2572 FM www.ahhl.Ilom WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 5 TACOMA SPOKANEI Suite 700 Suite I washimptongm ;: Drawing Title'. TESC PLAN - SE Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp �N 1, pt Sheet No. C13 g �o41Mlg 70NAL /03/20 of BLRB ARCHITECTS, P.S. DATE: April 4. 2023 FILENAME: Q:Q02=0275\10-ClV CA012220275SH-TESC.dwij SO r1 J I 2 1 3 I 4 I 5 I B OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON ° o,JVVVV 12" STMILFI CITYp910-B2087 a• p2. _. _. _. 1 ��I°„ V p,3 0969 DI SM=n3 — 24" PVC W IE- 10459 14" PVC N E- 10459 EXISTING TREE TO REMAIN STMHp856 CTYp1010-,, HM8532CITYg910-68 APN 8695600125 12` DI NE IE= 10929 - ° A CERTIFIED ARBORIST MUST BE PRESENT AT ALL TIMES ss 24" PVC W IE= m67S 12" PVC CENTER OF CHANN 24' PVC E IE=10459 ° WHEN GRADINGWORKIS P¢RFORMED WITHIN THE DRIP LINE OF THE TREE LADDER Nw ER 12' PVC SE IE= 10869 CONT C EXERCISE CARE TO PROTECT ROOTS. 6" CONC WALL N-S SSMHp&5' RIM=11}.: 12' PVC S IE= 10629 n - PR$HALL AD 24 COCA RIMB118268CITY8910-B2086 ER 12' PVC W IE= 11038 STMH 57 CITYg1its -B1308 HYDRAN \ p0 . \.. �_. .. M=11363 N 109 ROAD EN B �y - E ® i ^t °„3 ° 4 4 106 109 53 4 5 ARROWS N,35 .r 'v - 1 - - - - - - -° -122�{,S. 75-. -I FA�r LY / E S4GP- ' /. t 00977 T3'T1Vfj/B'^' - - 4T0 9 _ :. --- / : BIKE LANE/ W _ 23" EORC � / rcaTrn OF OH D R1i 17th ST SE _p _p 1 C1 _ D._._.....1 fl' SSMH 866-CLTYg101010A — N D — — _ _ - R1M_1132J RESIDENTIAL COLLECTOR \ -1 gvc -. CENTER OF CHANN[L_ 1YYs 07 -. 0 —C2 _ D O -. CONCRETE MOKU '\ 1 LADDER S" — \ _ D — - — — — — — S—�\ ___.._ �.. — .. RIM 112 S6 — — — - �\ 0$NON�K 1( L _ _— --g— --j— �iTYO F-MIBURX l0 65J £12 a D x_— —X-1 —X —x� —, X'x— 3 11 0 @t7RN0FEr VDC743 CEO N Y ROAD_/\\v °,,,\` 9 \ I \ �� `IE 112.0 L ON 5 REC 5320849 \\\ \\ 2 pe41 CITY lmol01-345 \ R ' I \ 12" ¢VC N IE= 106 35- t2" PVC E IE- 10635 \ 1Ji�l>$olLmlbRs2s \ STMHps61 CT1IF�b R N0. 20190618j101164 \ RIM-11331 10" CONC lM'IE= 106 91 I I „•Lg9 \ TO- CONC S = 106 96 D ° /�� °NV`Zq o,,, p3 I A453° \ I SS p863 CITYg1010-02 V RIM=11393 / ' / \ Ai 24" COTO / / ( / 1p \ CENTER OF C NNEL= 10423 3 V ° LADDER NW / ®,a 25 II o V311 \l 1=j� 1 , 3 i \ I \ 1A355 4 I \° o`p3 I E v v °„p,S 4 'V \\ I I 3PUBLIC AND PRIVATE I\ _ UTI EASEMENT \ \ \ REC NO 2 18U 05000671 \ F „0EN „435 62 STCBR864 CITY/(1010-82016 °,^� ` W o\y8 5a I ( 0„4' RIM=112 71 m °^�� I °N,4°° 1e,. avc E IE - 10891 ®„ I, wLU / \ IB" PVC 8 IE- 10891 J / \\ 4 \ F ,9 I \ rfiD °Yp9 55 \ °„ / - /"1�'<` --- ,Coo ' / °„0 p0 I I! I\ \\ \\ ---\ rr�,3?°�„2311/ \\ \ , O\ \ \ I ' NT 2 I \ H ST�g36p2 arYAlm o-g132 4 6a 1 li'I I a 1 \ \ \ „AO h,7•AQ IY DIE IE 109 1 ` „ \ I 0 ,0 DN I \ I I II I I 1 IE 110.5 mummi mummmummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mummi mumm IIIIIIIIIIIIIIN IIIIIIIIIIIIIIN IIIIIIIIIIIIIIN IIIIIIIIIIIIIIN Ill mliumIImiumi IIIIIIIIIIIIIIN IIIIIIIIIIIIIIN t_ir III MATCH LINE -SEE SHEET C3.3 :1 Nc- . H%8 VC 'RANT 57 PVC Ny _- iD STOP VA 1 15 STAID Be 333W1 6 I I I J 3 I I I dl IIII 1 I. 5 I I I q1l c, RIM=112 I r0 �12"PVC II I I Y fi ro = I 1lf i N o D III o I � 1 Y 1rF } Il of I :. ..: T f- I II II \ol III {{fl..l ....... }..L. .............{ ,. .... } !I, r-STMH43623 `I]Y,y4P1 4 LEGEND: 7 EXISTING PROPOSED SET NAIL AND WASHER o FOUND MONUMENT AS NOTED 6 SET REBAR AND CAP BOLLARD MAIL BOX SIGN a SANITARY SEWER MH/CO Q o STORM MH/CB @ ❑ ROUND STORM CATCH BASIN GAS METER / VALVE 13 m POWER TRANSFORMER O GUYANCHOR UTILITY POWER POLE O ELECTRICAL VAULT JUNCTION BOX POWER METER OJ LUMINAIRE iC TELEPHONE RISER o TELEPHONE VAULT O FIRE DEPARTMENT CONNECTION OF FIRE HYDRANT J? IRRIGATION CONTROL VALVE CI WATER METER I VALVE FE D7 WATER VAULT 0 A=APPLE, 6=BIRCH, F=FIR, P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U=UNKNOWN STORM LINE -D- SANITARY SEWER LINE -S - - GAS LINE G - - U.G. ELECTRICAL LINE - P - - TVLINE -TV- - WATER LINE - W- - OVERHEAD POWER OHP-- TELEPHONE LINE - T - - HANDRAIL FENCE X- X -X- CONCRETE ASPHALT CONTOUR MAJOR INTERVAL XXX XXX CONTOUR MINOR INTERVAL xxx -- XXX — LIMITS OF CONSTRUCTION CATCH BASIN INLET PROTECTION ® CITY OF AUBURN STANDARD DETAIL E-03 SILT FENCE _ x _ CITY OF AUBURN STANDARD DETAIL E-02 TEMP TREE PROTECTION e FENCING C3 10 CONSTRUCTION ENTRANCE ® CITY OF AUBURN STANDARD DETAIL E-01 TEMPORARY INTERCEPTOR SWALE C3 10 GRAVEL CHECK DAM 1 C3 10 RIPRAP PAD 3 C3.10 AREA OF UNSUITABLE SOILS SEE PLAN NOTE 7 KEYNOTES PROVIDE CATCH BASIN INLET PROTECTION PER CITY OF clrvg1010-e201 6444 4 O AUBURN STANDARD DETAIL E-03 IE= 10834 11E= SILT FENCE PER CITY OF AUBURN 10854 91E= 108 4a O STANDARD STANDARD DETAIL E-02 (DPROVIDE TEMPORARY CONSTRUCTION ENTRANCFJEXIT PER CITY OF AUBURN STANDARD DETAIL E-01 4 TEMPORARY INTERCEPTOR SWALE WITH CHECK DAMS PER STCep4564 OTTr WSDOT STANDARD PLAN I-50.20-01. RIM=n2 09 12' PVC E IE- O HIGH VISIBILITY FENCING PER WSDOT STANDARD PLAN 1-10 10-01. A OTEMPORARY STORMWATER TANKS, SIZED PER CSWPPP SEE PLAN NOTE 5. ,295 1 CONSTRUCT SUMP WITH TEMPORARY PUMP CONNECT 0PUMP TO TEMPORARY TANKS. SEE PLAN NOTE 4. \ AREAS WITH POSSIBLE UNSUITABLE MATERIALS IN SOIL. \ OB SEE PLAN NOTE 7. 316 0 O CATCH BASIN DRAINS TO EXISTING INFILTRATION SYSTEM. SEE PLAN NOTE 3. 1,- }a-DIEi-IE=13$ars P LAOL F N I i 1 1 118th ST SE _ LOCAL RESIDENTIAL fI� I 1 A�z 1 B 1 9 PLAN NOTES 1. SEE SHEET C1.1 FOR GENERAL TESC NOTES. 2. GRADES SHOWN ARE FINAL GRADES, TEMPORARY AND INTERIM GRADING SHALL BE CONSTRUCTED SUCH THAT ALL DISTURBED AREAS DRAIN TO TEMPORARY INTERCEPTOR SWALES AND TEMPORARY STORMWATER TANKS 3 SEVERAL EXISTING CATCH BASINS NEAR THE CONSTRUCTION SITE DRAIN TO EXISTING INFILTRATION FACILITIES. DIVERT STORMWATER AWAY FROM THESE CATCH BASINS DURING CONSTRUCTION. UNDER NO CIRCUMSTANCES MAY SEDIMENT -LADEN WATER BE ALLOWED TO ENTER INFILTRATION FACILITIES. 4. THE CONTRACTOR SHALL PROVIDE A TEMPORARY, NON -CLOG DRY PIT STORM DRAINAGE PUMP. THE PUMP WILL BE USED TO PUMP WATER FROM THE SUMP TO THE TEMPORARY STORMWATER TANKS. SUMP AND PUMP SHALL BE BIDDER DESIGN. THE LOCATION IS A SUGGESTION ONLY. THE CONTRACTOR WILL DECIDE THE LOCATION OF THE SUMP. 5 DURING THE EXCAVATION AND FOUNDATION CONSTRUCTION PHASE, DISCHARGE STORMWATER FROM PUMP TO TEMPORARY STORMWATER TANKS AS SHOWN ON PLAN. 51 TANKS SHALL BE BAKER TANK 450 BBL FIXED -AXLE OR APPROVED EQUAL PROVIDE ADEQUATE STORAGE TANKS TO MEET THE REQUIRED VOLUME NOTED IN THE CSWPPP 5.2. THE CONTRACTOR MAY USE A CHITOSAN ENHANCED SAND FILTER SYSTEM OR AN ELECTROCOAGULATION SYSTEM TO REDUCE THE NUMBER OF TANKS REQUIRED SUCH A SYSTEM MUST BE GULD-APPROVED BY THE DEPARTMENT OF ECOLOGY (DOE) AND INSTALLED PER DOE REQUIREMENTS 5.3. STORMWATER FROM THE TANKS MUST BE DISCHARGED OFF -SITE UNLESS THE CONTRACTOR RECEIVES PERMIT FROM THE CITY OF AUBURN TO DISCHARGE TO STORM OR SANITARY SEWER 54 ANY PERMIT OR OTHER FEES ASSOCIATED WITH DISCHARGES ARE THE RESPONSIBILITY OF THE CONTRACTOR 65 LOCATIONS SHOWN ON PLAN ARE SUGGESTIONS ONLY. THE CONTRACTOR WILL DECIDE THE LOCATIONS OF THE TANKS. THE TANK MAY NOT BE LOCATED WHERE IT WILL OBSTRUCT PEDESTRIAN TRAFFIC. NOR MAY IT BLOCK BUS STOPS. NOR MAY IT BE PLACED OVER UTILITY ACCESS POINTS SUCH AS MANHOLES AND VAULTS 66 TANKS MAY NOT BE PLACED OVER WATER MAINS METERS, OR SERVICE LINES 5.7. IF THE CONTRACTOR CHOOSES TO LOCATE TANKS ON PUBLIC RIGHT-OF-WAY, THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OCCUPANCY PERMIT. 6. MAINTAIN PEDESTRIAN ACCESS ALONG ALL PUBLICSTREETS. COORDINATE WITH THE CITY OF AUBURN. 7 SOME SOILS ON -SITE ARE SUSPECTED TO BE UNSUITABLE DUE TO THE PRESENCE OF WOOD DEBRIS IN SOIL LOGS LOCATIONS OF UNSUITABLE SOILS SHOWN ARE APPROXIMATE ONLY CONTRACTOR SHALL REMOVE ALL WOOD DEBRIS FROM SOILS AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILL WITH MATERIALS AS DIRECTED BY THE GEOTECHNICAL ENGINEER. N 0 GRAPHIC SCALE 0 10 20 40 20 FEET NOa(£ ou"om�iiv16i w�xurw xv�ivs w n�i m�repp°1Kmwoil"01raw�is arw xrmww■xxesm ue°o w1■ms�rwwi�wopnoii PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER: 6�ZL DATE: 06/16/2023 ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahhl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 5 TACOMA SPOKANEI Suite 700 Suite 500 washimptomim is Drawing Title'. TESC PLAN - NE Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 SUMP �N 1, pt Sheet No. C14 �o g lg �70NAL � /03/20 of DATE: April 4. 2023 FILENAME: Q:Q02=0275\10-ClV CAD12220275SH-TESC.dwg BLRB ARCHITECTS, P.S. 7 2 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS I 7 I B I 9 A B C 11 E F G J ell r1 rTsigulglEXTIFIll •l.- d-.• 11, •I 'gl�pl�pl�pl�pl�pl�p SECTI SLOPESI L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION PLAN YT 24"MIN. _ /TOP OF DITCH --!_ 2"-4' ROCK L �1 GRAVEL CHECK DAM I NOT TO SCALE X PLAN TREE PROTECTION N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON LEVEL BOTTOM +1 GRASS OR ROCK 11 MIN./[ 1 JIII�—IIf. 2'MIN SPACING = 100', 200', OR 300' DEPENDING ON SLOPE " UNLESS OTHERWISE NOTED ON PLANS 00000000060 O0O0 'v 00000000000 0000 O O O O O 0 ¢ 00000000000 INLETIOUTFALL PIPE O O O O 0 / 0000000000000000 1 VMIN. / TI'rT_ r BEVELED END AND PLAN III TRASH RACK EXISTING AND/OR 001 PROPOSED GROUND O0 0���0 O I I E PIPE`C WASHED ROCK 1212H (12"0 PIPE) JJ PER LANDSCAPE 18" MIN. DEPTH (15"-18"0 PIPE) ARCHITECT 24" MIN. (24"-30"0 PIPE) TEMPORARY INTERCEPTOR SWALE FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE ARBORIST'S APPROVAL REQUIRED FOR USE/ACCESS WITHIN ZONE B. PERMISSION FOR USE/ACCESS REQUIRES SURFACE PROTECTION FOR ALL UNFENCED, UNPAVED SURFACES WITHIN ZONE B ZONE A (CRITICAL ROOT ZONE) 1. NO DISTURBANCE ALLOWED WITHOUT SITE -SPECIFIC INSPECTION AND APPROVAL OF METHODS TO MINIMIZE ROOT DAMAGE 2. SEVERANCE OF ROOTS LARGER THAN 2"DIA REQUIRES ARBORIST'S APPROVAL 3. TUNNELING REQUIRED TO INSTALL LINES 3' 1 BELOW GRADE OR DEEPER ZONE B (DRIPLINE) 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO ARBORISTS APPROVAL. SURFACE PROTECTION' MEASURES REQUIRED 2. TRENCHING ALLOWED AS FOLLOWS: • EXCAVATION BY HAND OR WITH HAND -DRIVEN TRENCHER MAY BE REQUIRED • LIMIT TRENCH WIDTH DO NOT DISTURB ZONE A MAINTAIN 2/3 OR MORE OF ZONE B IN UNDISTURBED CONDITION 3. TUNNELING MAY BE REQUIRED FOR TRENCHES DEEPER THAN T-0" ZONE C (FEEDER ROOT ZONE) 1. OPERATION OF HEAVY EQUIPMENT AND/OR STOCKPILING OF MATERIALS SUBJECT TO ARBORISTS APPROVAL. 2 SURFACE PROTECTION' MEASURES MAY BE REQUIRED TRENCHING WITH HEAVY EQUIPMENT ALLOWED AS FOLLOWS: • MINIMIZE TRENCH WIDTH • MAINTAIN 2/3 OR MORE OF ZONE C IN UNDISTURBED CONDITION SURFACE PROTECTION MEASURES 1. MULCH LAYER, 6"-WDEPTH F-0" MAX 2. 3/4"PLYWOOD O.C. SPACING 3. STEEL PLATES p p 48" ORANGE VINYL CONSTRUCTION FENCING DIAMOND MESH (TYP) INSTALL AT A MIN OF 2'-0" BELOW GRADE 1 THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. NO CUTS OR FILLS OF UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE, ETC SHALL IMPACT THE RPZ NO WIRES, CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. 2. IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE OPERATIONS TO DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREES HEALTH. 3. CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION SECTION �1 RIPRAP PAD J NOT TO SCALE wom��MIS w°frO•rurw xvi m .•mmarrmmmwem arw xrmww•xxe•m ue°o w�Kmsmrww�w•wrma PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER: 6�ZL DATE: 06/16/2023 O TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahhl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 5 Suite 700 Suite li washingwilm omeol •i.i Drawing Title'. TESC NOTES AND DETAILS Date : 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp `� 1, pt Sheet No. C3.10 10WAL /03/20 Of BLRB ARCHITECTS, P.S. DATE: April 4. 2023 FILENAME: Q:Q02212220275N0_ClV CA012220275SH-TESC.dwg A B C 01 Fm F G J :1 I 1 I 2 3 I 4 I 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON I I I I I I I I I I I 1 I I I I I I —�--- -=w — —t.— 17thSTSE RESIDENTIAL COLLECTOR C4m 1 o ULTIP PO FIELD S E PLAYFIELD PLAN I 0 N 0 GRAPHIC SCALE 0 20 40 80 II'=40 FEET 7 1 8 1 9 NOT(£ •aYx vxxva�Yx Ywxex YYii2TwxYrNrw.�aiiv xvoYvrmxuwexiis i0Y iY2i®1OIf2MR w6� LWW �xIP Y 9R0 ti 2 x n2sr w mi1O"iimw rvd PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. /�J�/�/�/ IREVIEW ENGINEER: )2e&L DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM waumahhl.och wEa AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS Fi OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA lmpacil Washington 98402 153.627,5599 BLRBcom Drawing Title GRADING AND STORM DRAINAGE INDEX PLAN Date: 5/03/2023 Drawn 6vBJS Revised- Projed No 16034.001 Stamp `� J, fir! Sheet No. Cl �Oeel9® 1 TONAL � /03/20 or DATE: April 24, 2023 FILENAME. W20=222027510_CIVtCAD@220275-SH-GRAPDRNGdwg 31 ARCHITECTS, P S. 6i N all IN N N D J 1 I 2 I 3 I 4 I 5 I 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A , _. _,.. _ ,vJ - AUBURN, KING COUNTY, WASHINGTON - - - - w - - - - W6 ✓ - Nr W NL N1 �l KEYNOTES DIKE LANE W 0: - 0 - / D - _ _ D - _ _ - D - O1 STORMTECH MG7200 CHAMBERS e D .D r 0�1u D -D -.D -_ - D 17th ST SE _ �. ---D /� A 945I5 Of BEARING D - C410 38Y 38' 16"E 66, a,' _ \ \ .' ` ` i . \ O STORMTECH MG-7200 CHAMBERS WITH S RESIDENTIAL COLLECTOR 1 3 V o vv<v Av I ISOLATOR ROW C4.10 CHAMBERS INSPECTION PORT 4 t - _ \ \ • \ rl ° AREA DRAIN ;cT6 12 \ \ .OHP. 1 ° ° - - v P \ - _ s - -a - _ _ - ' is - - - - - O CLEANOUT C4.12 B - _ __ } - _ - a.H r STcexs3 cl2vp1 o1 o-Brea9 111 smBXsav7 Rlm-tog a7 @6 TRENCH DRAIN T t I 12' PVC N IE- 105.45 D412 D - 0005 1 PW N IE-10155 FG: �111.42 1 FASPEM.44 _ �, ► FG:� 42� FG 111.32 I O FILTERRA C4.11 I:- r Jfig511 RIM=1mip / {t- S V I A I DOWNSPOUT CONNECTION PVC E IE-10386 O ^A DRAIN PVC S IE-10355 '1 {- FG: 11.5e1t FG: 111.32 FG: 111.p2 I O SLOT DRAIN FIELDS TRENCH DRAIN AS _ ( r FG 111.20 \ - FG: 111.22 SHOWN ON FIELDS PLANS - - - - )-- (_ / ` 10 FOOTING DRAIN .12 FG I FG:,,,,B PLAN NOTES 12 RIM=107.Sa "( - OM3 III 9 Z 1 PRIOR TO MOVING ANY MATERIALS OR C N IE=10375 - C C S IE=103 75 �- EQUIPMENT ON PUBLIC STREETS, THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE �I n• I ;4 1I PLAN TO THE ENGINEER FOR APPROVAL PER SECTION I-0728 OF THE CONSTRUCTION f I Y I I 1 CB 20 STANDARDS. THE HAUL ROUTE PLAN MUST BE APPROVED BY THE CITY PRIOR TO THE START OF CONSTRUCTION. SHOULD IT BE - - CR DETERMINED THAT POTENTIAL ADVERSE 9 I' 11 I I ENVIRONMENTALIMPACTAULRO ROUTE THAT RESULT NOT 3 RIM -10 40 0 0 I C / I THE PROPOSED HAUL ROUTE THAT HAD NOT C N 1E=10381 �. (.a �-� FG 111.00 BEEN PREVIOUSLY CONSIDERED DURING II it RERA QUIRED PRIORT CONSTRUCNT TION. BE REQUIRED PRIOR TO CONSTRUCTION. t', 2. PROTECT AND MAINTAIN ALL EROSION o x f I CONTROL FACILITIES DURING GRADING OPERATIONS. SEE TESC PLANS FOR DETAILS. 3. ALL STORM DRAINAGE STRUCTURES AND PIPE ARE PRIVATELY OWNED UNLESS NOTED OTHERWISE. 3 V III \ \ 4. ALL CATCH BASINS TO HAVE HERRINGBONE GRATES UNLESS NOTED OTHERWISE. S. STANDARD DETAILS TYPE 1 CB WSDOT B 5.20-03 TYPE 2 CB WSDOT B-10.20-02 COMBINATIWSDOT B-25.20-02 CB 21 I CONCRETE OINLIET ET WSDOT B-2560-02 I'° III I RECTANGULAR WSDOT B-3020-04 E i o o I I� III I i I I r SOLID LID \ FG 11 °' VANED GRATE WSDOT B-3030-03 {I I I fir BIDIRECTIONAL WSDOT B-3040-03 VANED GRATE FJ II - I w HERRINGBONE GRATE WSDOT B-30.50-03 V z ROUND SOLID LID WSDOT B-30.70-04 J 6. EXISTING ROYALON-SITEFROM MAYBE REUSED I I III I _ WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER vp, 0RIM -10712 . . . i I LEGEND: J N E- 10322 III A �6 TRENCH DRAIN E C 5 E= 10327 I \ STORM CATCH BASIN (} I \ TYPE 1 0 0 1- IIII v \ ® r°EM CATCH BASIN 322 r dl i IIII -SO SO- STORM LINE I 1 o iy I FIII I RD ROOF DRAIN G 110.57 / z FD FOOTING DRAIN TQ 107.62 m 1 _ PROPOSED PROPERTY BC107.12 III oI - m� IIII �I -- LINE _----------_ GRADE BREAK IIII �. FINISHED GRADE, 111 BOTTOM OF CURB Q \ I FG UNLESS OTHERWISE c o �yl t) M LTIPURPOSE FIEL I NOTED i S SEE PLAYFIELD PLAN __•� � \ � TIC TOP OF CURB oAli BC BOTTOM OF CURB 57 RIM=10820 E IE= 10595 3; C45 : S IE= 10570 o I \ \ PP POLYPROPYLENE PIPE � TC: 10]]5 I I BC'10725 �' P FG 11036 1 0 /\I- Lip 11 \ / 7 TRENCH \\ I \\ ODRAIN III � I �JIoI�I H </ o t'I �% \ \� 2 / IIII -vim I MATCH LINE - SEE SHEET r4 2 F1 K N 109950.20 E 1296948.21 7 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CS 20 48"TYPE 2 RIM = 11086 WI ROUND SOLID LID IE = 104.51 (12 NE) N 110115.46 IE=10451 (12' S) E 1296970.08 CB 21 48"TYPE 2 RIM =11076 W/ROUND SOLID LID IE=IN 05(12'N) N 110023 96 IE=104.05 (12' S) E 1296961 14 CB 22 48"TYPE 2 RIM=11060 W/ROUND SOLID LID IE=10366(12'N) - IE=103.66(12"3) e N (0 GRAPHIC SCALE 0 10 20 40 1^"=20 FEET Norm °Xv1e"iw`m°w PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:_ DATE: 06/16/2023 tom O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tamma, WA 98403 253,383.2422 TEL 253,383.2572 EAR www.ahN.am web AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Fl OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 4:s 1, wal 984112 washinf;10593201 heyorili 253.627.50 111 Dawing Title GRADING AND STORM DRAINAGE - NW Data 5/03/2023 Drawn By B1S Revisal Project No. 16034.001 Stamp , f, �.rJ,p� Sheet No Oil C "1' ■ mexw� 970N14 �' of DATE Apn124,2023FILENAME Q1202Z?9 0275\10_ClV,CADQ220275SH-GRAD-DRNG tlw9 BLRB ARCHITECTS, P.S _o I 7 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON C4 5 MATCH LINE -SEE SHEET C4.1 I m FG: 110.25 CON IG N IE= 1049 ✓C E IE= 1044 \ TREN RG )Xp 311 II C 1010-817 71 , . o ;,..._Tc: 1087 98 RiE1- 10421 -BC 10]981 B IE= 104 21 / I IE= 104 21 ° p RE -SET RIM �i OTT M OF W7 SOLID LID BHA BERS FG 108,64 _- _ _ LEY 102. TYP O O 1 2 o f_-__ a ° ° -ITra62610 :W=10808 wry IE- 10463 y i �� --- I ��i 3 I is V - b • - _ _ - TC 108.86 - oy a I (OL�D MBCBB a108 a0 )rBC: 10845 \ n I MAIPI I 10450 J. 1 - 4 40f 04 56LF 74"6PE-P0445 i.. a I/ 1 1 _\\__ _CE�24 = 10440 .-..M2"' 11 1 I//I CI 2111F 12'C ' T C °Ia a�'I 11 I @4.05% ( VERFL )� ' 10 FG 11002 4.9 _ d FG. 109.94 II ; 10 r' _ 9 d I .I'. .. 1 ■ I 1 10 LF 6"PVC w� ' _ I Q 2.00% 0 Ir a rSx�gn62 o4-'W H �T N H RAIN HOUSE t2J Fve E � 1 � � � FF: 1101$- I i I TTBX1763 T� 1 �' 0 6 DRAIN o \ w D \\ 12 F12' NE _ " FG: 10994 I \�) FG 11046 o w V 12" V E 104 75 - FG: h09 82 j �.y- A Y 3 4 � -. I I�I� \ FA2 I 1 / L-___CTTO__ I J/ Fp NGDRAIN N _ QQCB 10 19 1 I o ..._L,.,..\. o f- I J • �- I =_; 20 i 27 F6"PVc 1Z h R a1 I I FG 1 m� r�{� '-------- 26L 1 1 Mz, 1 r/' / TRENCH DRAINOB C49 0� 31 LF 6" PVC Q�695% C 200% ) \ o 11 .. - h A FG:10969 1 FG 09.69 ' 109 4 / FG:11 .58 1 v ' F :110 10 \ \ FG: 109.82 G: 09.82 I �`P E 1 I. I• I \ I FIELD U EIRON POI N THE N H DRA - Ir 1 CONN ION POINT 1 FG' 109'68 TRENCH DRAT i o p ❑p J G: 09.95 SEE SH TF132 FG 10989 3 FG. 1, 00 I\ \\I M2; .. ` �, 3315 / . - • r° Q 11 II \ 3 FG 1100� E12967031 PP G m� •' iC 8. • TC,'10gA n\ \ \ F Q10$.9/' - gC 1 98 py •Tbc 199:80' A SEE LANDSrE\EP +\ } FG: 11028 ° Q° °III. •. 9.41- r �C1 33' TC: fa966 BC930 91050" I v \ I � (y 1 I, • ° Lam.. L52- .'80 STceN1 r £ I I �BLF 12�"6000/0, 0N10962441 •� .11024 CB I CB ,1 •� \ 12' PVC N F I I , I \12" PVC 5 F I CB5 E1296702. ] / 1 i6 LF 2"DI @O.Bd% a •l ,11 TC: 110. 11 I11� TO MINSOLIMLLa10 A I ec:1 .73 Q - P �116y1]65 gTRpY �V :F0 gWHI62 \ �k �- � 1 I )Rim 1. 7 \�- TFd: 111.93 2' vC�•E- t 111 75 FO 11 6 1 " P F - J.' FG 111 88 •. G: 1118 1 , �'r11�8 - i9ss \ 11 fG 199I 10510 I G-ii948, ° TC 111.9s Ta 111. 1 I 3q v Sp - TC:111.91 BC.111,45 BC:11,4 1 2 1' SID ED: 11131 ac: 141-.S. `g ICBs I al I I ✓-; RE -SET RIM 1 19th LT SE ) FGIll 27 TC,11265 �os/ J P I I �" 1 5�DTC 57 gei LOCAL RESIDENTIAL .. 1 • � FG: 111,53 BC: 1121 �9 BC 1 1, 07 TC. I e G •' 1 y i C:11z2a 1 •�th-- 0\7z1 .:1126B -I. c4.9'2.75 ce12 TC 11.69 BC 1 - TC:ll 10 111.60 I �� I THEyp W LL, T P gG. Ri't 27 I -1•- ( I I I III SEE LANDSC"AP PLA S �+ ' TC: 113,09 BC. 11280 I II FG:11320 1 - FG 11176 I ]I2 a Y 1 T u2 I' MATCH EX •r .1127s I 'I 0 FG: 11z.1e -FG 111aa 1 �C 111 .az FG ITT - MATCH EX I 1235 - FG: H2.04 TC T .07 °• o \ " MATC X MATCH EX ]22 MATCH EX n MATCH 04 MATCH EX • M 7 ' H � 1 •- � �� HYDRANT 118r i � S. - �'� � -J a MATCHEX _ 4�®- i 1y: ��10 -P FG 11214 LL-A 2 1 MATCH ¶p TC'. 11251 BC 11208 P _-P _ P _ MATCH �X - I�L^I TC. 112.45 \\ I 11 O1:2 I. r A r f 1 BC: 111,95 2_ III \\\\ t2C PVC w Ei-4105 4 _ I MATCH EX FG 11 I21 TG 112]i {{ M I] \ 0 12' PVC B iE= 105 9 - - /1 3 BG 1H EX 1 I :: r. 1 1 (�\ �• ` .. LADDER E _ �. _. / \ MATCH EX :1 KEYNOTES O STORMTECH MG-7200 CHAMBERS e C4.10 OSTORMTECH MG-7200 CHAMBERS WITH 1 3 ISOLATOR ROW C4.10 O CHAMBERS INSPECTION PORTe C4 10 O AREA DRAIN 6 C4.12 OS CLEANOUT C412 N 109692.54 E 1296939.75 O TRENCH DRAIN C4.1 (D FILTERRAe C4.11 OB DOWNSPOUT CONNECTIONe C4.1 SLOT DRAIN OR TRENCH DRAIN AS 9 SHOWN ON FIELDS PLANS 10 FOOTING DRAIN 12 PLAN NOTES 1. PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON PUBLIC STREETS, THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE ENGINEER FOR APPROVAL PER SECTION 1-07.28 OF THE CONSTRUCTION STANDARDS. THE HAUL ROUTE PLAN MUST BE APPROVED BY THE CITY PRIOR TO THE START OF CONSTRUCTION. SHOULD IT BE DETERMINED THAT POTENTIAL ADVERSE ENVIRONMENTAL IMPACT MAY RESULT FROM THE PROPOSED HAUL ROUTE THAT HAD NOT BEEN PREVIOUSLY CONSIDERED DURING SERA REVIEW, A SERA AMENDMENT MAY BE REQUIRED PRIOR TO CONSTRUCTION. 2. PROTECT AND MAINTAIN ALL EROSION CONTROL FACILITIES DURING GRADING OPERATIONS SEE TESC PLANS FOR DETAILS. 3 ALL STORM DRAINAGE STRUCTURES AND PIPE ARE PRIVATELY OWNED UNLESS NOTED OTHERWISE. 4. ALL CATCH BASINS TO HAVE HERRINGBONE GRATES UNLESS NOTED OTHERWISE. 5. STANDARD DETAILS: TYPE 1 CB WSDOT B5.20-03 TYPE IL CB WSDOT B5.40-02 TYPE 2 CB WSDOT B-1020-02 COMBINATION INLET WSDOT B-2520-02 CONCRETE INLET WSDOT B-25.60-02 RECTANGULAR WSDOT B30.20-04 SOLID LID VANED GRATE WSDOT B3030-03 BIDIRECTIONAL WSDOT B30.40-03 VANED GRATE HERRINGBONE GRATE WSDOT B30 50-03 ROUND SOLID LID WSDOT B-30 70-04 6 EXISTING ON -SITE SOILS MAYBE RE -USED WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER. LEGEND: ■ STORM CATCH BASIN TYPE 1 ® STORM CATCH BASIN TYPE 2 -SD SD- STORM LINE RD ROOF DRAIN FD FOOTING DRAIN PROPOSED PROPERTY LINE FG GRADE BREAK FINISHED GRADE, BOTTOM OF CURB UNLESS OTHERWISE NOTED TC TOP OF CURB BC BOTTOM OF CURB PP POLYPROPYLENE PIPE 7 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS AD 1 AREA DRAIN N569694-a+ E-}458984'84- RIM = 110 12 IE--180.121&S) CB1 TYPE 1 RIM = 109.23 N 109625.07 4E 2" WW) E 1296915.48 CB RIM =10934 TYPE 1 IE = 107.13 (12" W) N 109625 36 IE = 107.13 (12" E) E 1296899 33 CB RIM =10925 TYPE 1 IE = 106.80 (12" W) N 109626 33 IE =106 80 (12" E) E 1296844 42 CB4 RIM =10934 TYPE 1 IE =106 42 (12" E) N 10962745 IE= 10642 (12" W) E 1296781 50 IE=106.82 (8" N) CB 5 48"TYPE 2 RM�110A W/ROUND SOLID LID IE=104.80(120 N) N 109619.06 IE = 104.80 (12" SE) E 1296700.83 CB 48"TYPE 2 RIM =110.52 W/ROUND SOLID LID IE=104.30(12"E) N 109569.05 IE= 104.30 (12" NW) E 1296766.59 CB RIM =11128 48"TYPE 2 IE 188.135HON) IE=10305(12"S) W/ROUND SOLID LID N 109565 35 IE = 103.05 (12" W) E 1296974 45 CB RIM =110.43 TYPE 1 IE =107 15 (12' S) W/SOLID LID a 14) IE= 107.15 (12" W) N 109T113 22 E 1296967 39 CBS RIM =110.39 TYPE 1 IE=106.83 (12" N) W/SOLID LID IE=10683(12"S) N 109723 19 IE =107 33 (6" W) E 1296965 87 CB 10 48"TYPE 2 RIM =110.49 W/ROUND SOLID LID IE=108.48(12"N) N 109684.31 IE =105 41 (12' SW) E 1296965.34 RIM =11021 C811 IE = 105 21 (12" NE) TYPE I �E"'4 W/SOLID LID Ubme H9-3F IE = 105.71 (6" SW) N 109668 37 E 1298935.70 CB 12 48"TYPE 2 RIM =11159 W/ROUND SOLID LID IE = 102 19 (24" E) N 109540.61 IE=102.90 (12" N) E 1296974.01 CB 23 48"TYPE 2 RIM =110.32 W/ROUND SOLID LID IE=103.09(120 N) N 109832.97 IE 102.19 (24" SE) E 1296944.42 CB 24 RIM=110.24 48" TYPE 2 IE=102.19 (24" N) W/ ROUND SOLID LID IE 168 66 (12.E) IE = 104.45 (18" W) N 109776.78 E 1296946.43 8 IE = 108 35 (6" S) RIM = 110.37 IE = 105.01 (12" SE) IE=107.18(6"N) IE=107.18(6"N) IE = 108 27 (12" E) N 0 GRAPHIC SCALE 0 10 20 40 20 FEET NOTC£ ou"um�"Iiv16i w°IXVOOrurw 1w�ivs w n�i m�repp°1Kmon°g1aw�is wssw �rw�aao urowlmu:rwrw wmanom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;��;//�� DEV REVIEW ENGINEER:6�-L DATE: 06/16/2023 1 9 ■ O TACOMA • SEATTLE • SPOKANE • TRI CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahBl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS RECONSTRUCTIONSCHOOL AUBURN No. 408 SCHOOL TACOMA SPOKANE I P.. 125010alkAue SOSWRIvoiNdo 1001SWi@Avenue 404SAOlumea Suite 700 Suite 500 Suile1100 Suite 200 WashinIMnB0402 Washiirton9E20 Oregon 972N Oregon 97102 20.0.599 509252.5080 503.535.0701 541310.6536 BLRB.com Title: GRADING AND STORM DRAINAGEDrawing Date: 5/03/2023 • .1 11 Sheet No. of DATE: Apnl 24, 2023 FILENAME. 0.@2O 2\222027510_CMCADQ220275-SH-GRAD-DRNGdw9 BLRB ARCHITECTS, P.S. _i I 7 I 2 I 3 4 5 6 J OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS 2 N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A °45 AUBURN, KING COUNTY, WASHINGTON MATCH LINE - SEE SHEET C4 4 mi! Mills Mills ow j III = IL It IT / - - I _ 11 1tNrDRArvT ]3a "i I I I I II A e /111�1 L_ z- 1 {I 2 w t - -- A { C4.7 " hIII _ �V� / i;rr.-TN1e0-111i - } / I N IE= IDH _ KEYNOTES }9Tq �61ZTi , 1 $TORMTECH MC-7200 CHAMBERS Rim- 1 APN ]140600205 C4.10 o 1\ 2"ryrJ�I SW tq= O $TORMTECH MC-7200 CHAMBERS WITH 1 3 - .12". L11 w IE I I e / St: rNi OtD-t - -S" D N IE Tu. ISOLATOR ROW C4.10 •_ \ 24" CON I ADD R O CHAMBERS INSPECTION PORTe Y V - �� ___ / CEN EF r= 1050 a 5 H tX-Y' a-11168 C4.10 O' \ I i I' cc E 8° M. 16-{ fi r I i 05 h e �� - 0.50% v ©8"'.0 C Nw IE 4 AREA DRAIN 1 a" CONS- n Ih .III I C4.1 C -' { I e �_ _ \ ` 1 v y I I O5 CLEANOUT C4 12 m i _ e \ w / / g 1 J zm \ i e v W i O TRENCH DRAIN C4-1 \ i{ - _ - _ - - - _ - - - _ _ _ o J\�SiMHN3615 gTVMt011>-en2 O "'TERRA � 11 I 1 I, ¢ 12" DI W IE- 11087 O DOWNSPOUT CONNECTION C412 AI Y u �I ° 'I 6" we ry IE- 1ae ]4 OJ �p 12- CO6165q TTp10864 B I I - RIM=tu85 SLOTDRAIN IELDS CHDRAIN A$ O SHOWN ON FIELDS LANS 12" Pvc 1 LLADDER OF CHANNEL=10548 10 FOOTING DRAIN C412 vvW INIj �I Fo,mz7 I' I `Ij n PLAN NOTES } } I ii o II _ c Jj ; • 1. PRIOR TO MOVING ANY MATERIALS OR hN0 OJ . I - F 110.2 1 \ 1 S R EQUIPMENT CONTRACTOR HALL BMITAHAUL ROUTE X I I /---- ' R F 1.5 'I PLAN TO THE ENGINEER FOR APPROVAL PER _ _ I �' i SECTION 107.280F THE CONSTRUCTION D ' \ II - -� �-� �_ _ _ _ _ _ _ _ _ _ F 1 4 r4 I3G 110,77 I STANDARDS. THE HAUL ROUTE PLAN MUST \- ---------- - - - - -- FIELDS CB3--- I ^ BE APPROVED BY THE CITY PRIOR TO THE \ \ SEE FIELDS PLANS / I \ FG: 111AU START OF CONSTRUCTION. SHOULD R BE \ / MG 111 48 APN ]140600210 DETERMINED THAT POTENTIAL ADVERSE \ \ 1� 1-----------_-\\ ------ "--------------- FOR DETAILS-_ GS 0 6 I IT \\ I \ \ \ } / ----- ------ 1 :106.7812 (S) o TG 111.22 r.- � I _- BEENPENVIROPREVIOUSLY CONSIDEREDPACT MAY DURING FROM ' \ \ \ f \ THE PROPOSED HAUL ROUTE THAT HAD NOT BEEN PREVIOUSLY CONSIDERED DURING FG: 110.51 $EPA REVIEW, ASEPA AMENDMENT MAY BE I REQUIRED PRIOR TO CONSTRUCTION. Bo: 110,71 1 -t E1297237.63 IIFG 110 51 FG: 111 31 1 I 2. PROTECT AND MAINTAIN ALL EROSION FG 11054 FG: 110.48 Be / FG:11139 CONTROL FACILITIES DURING GRADING OPERATIONS SEE TESC PLANS FOR DETAILS. h �\ \ I ® 3. ALL STORM DRAINAGE STRUCTURES AND E \ / \ \ I I � \ TRENCH PIPE ARE PRIVATELY OWNED UNLESS NOTED l \ FG: 110.53 \ \ (1 / 1� /� DRANO I OTHERWISE. APN 7140600215 \ \ \ \ \ FIELDS rAy�C 9 v_v 4. ALL CATCH BASIN$ TO HAVE HERRINGBONE SEE FIE¢OS L GRATES UNLESS NOTED OTHERWISE ' 00 im 1a a _/ \ ( _ FOR DEt IL CI v41010 E1022 \ \ - / - - / i / / 8 LF iQ 0-60 % e /r ° -n n 5. STANDARD DETAILS: / UI I 12" PVC S IL Io].OD TYPE 1 CB WSDOT B-5.20-03 is/i I o¢ IE: 106.6 '( TYPE IL CB WSDOT B-540-02 - I FG 110.27 TYPE 2 A WSDOT B-10 20.02 �,��_ - _ I COMBINATION INLET WSDOT B-25.20-02 10 3.89 \ a CONCRETE INLET WSDOT B-3020-04 FG 11053 97 .89 \ 1 { RECTANGULAR WSDOT B-3020-04 1 CB F PP t SOLID LID \ 16 LF 12' .60 /\ VANED GRATE WSDOT B-3041-03 �/ (. 7 F I C818 * �/ \ BIDIRECTIONAL WSDOT B-3040-03 F '' a 1 C48 \ VANED GRATE HERRINGBONE GRATE WSDOT B-30.50-03 ' - FG 11 N 297180 76 \ ♦ / • _ 'I - - _ ROUND SOLID LID WSDOT B-30 ]PO4 111 E 1297180 76 . / ' 29 LF 12' DI CL52 @ 0.6�1% - • , - /. II 6. EXISTING ON -SITE SOILS MAYBE RE -USED 110.46 F 110." Y �' - WITH APPROVAL FROM THE GEOTECHNICAL SS SS S - I , \\1 • '" �. ENGINEER i7,-DI-C[SY�j=066%_-SS �rtt �&1 iMH 361 CITTg1010-Bt, ec: 11-19 10 TC: 11 a2 77CC SS - .-.. �I r BC 110.09 �'• .' BCi 11B 96 -, - 'CC fl1061' TC 11D 431 �' � -•' TO:110.01 52 LF112"P^ for il�e- 12" DI w IE= 10758 ,8Q 110.42 BC.,10.81 1 0.2 BC 109.50 t2' DI ry IE= 10]]STO ;. eclosa3' . as @,2I®i LEGEND: GB 13 W -� I 33 LF'12 DI 2 7 CB 1010-B1315 �9th ST SE LADDER51�= tm 68 BB LF 12" 2@060% I CB V VI _ 1 " CB'�5 fig LF is uICCS O60% `I ( 5' / '11, ,� 1+00 1+11 LOCAL REBID NTIAL STORM CATCH BASIN �• 6LF"CPEP@0.00% C I `� 3 TYP I A� V CB 19 (DYE FLOW) o _� TYPE 1 { / V o SLF12"DICL52 2 B @ 8 02°% ® STORM CATCH BASIN TYPE 2 G - ,� 0 C6101 �81316 + FG 110.97 CIE 08 22 LF 12" DI CL52 LINE OL { 4.64% �- -� SO- ROOF DRAIN 1 BC'1099 i•�----� RD ROOF DRAIN 222.99'- FD FOOTING DRAIN 1 I TC: 110 88 �• / 1 TVP 3 I BC' 110,38 - - LINE PROPERTY it :. .' HAM�ER� .� I _---- FG ----_ GRADE BREAK _ /� FINISHED GRADE, BOTTOM OF CU RB UNLESS OTHERWISE u 4' 101 S2 1PIP� G_ g NOTED ' - - 1, I } , BOTTOM pF CHAMBERS _1 S2 \ { TO TOP OF CURB I _ { - I STCBN3612 ❑TTN1010-B1099 I I - - - - X { A 12 DI N IE c IT H �- - • II i� I 0 1 - II I 12" DI N IE= 10793 BC BOTTOM OF CURB 1 ELEV 10200 TVP _ 0' ' PP POLYPROPYLENE PIPE I I J II Ta 11 CT _ .11 I APN 7140600265 i I �, sc Hass - l 1 } FG: IJH E " FG: CH EX FG' 111.23 FG' 110.75 _ u J . o I fj MATCH E% MATCH EX 1 1,292 FGI�---- EX I MATCH EX I _1HEX ? I I 1 gl MATCH EX MATC i 1 MATC FG.n1.7z T . 11.61 MATCH EX r - - I - _ _ _ IL _LFG: 11076 BC: 111.1 MATCH EX MATCH EX n FG 1 1 7 B . - - �p rl 1 1 V / \h ll 91 IIII P :1 7 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 13 TYPE RIM =110.60 N 109557.36 1E 166..65(42"E) E 1296995 95 CB 14 RIM=110.33 TYPE 1 HE"'198 W (12"-E)- w N 109558.47 00.44 W) E 1297064.11 CB 15 RIM =109.84 TYPE BEY IE_ N 109557.26 E 1297132.11 CB 16 RIM =109.42 TYPE 1Ism 62 (42i:w N 109663.96 IE_ E 1297200.91 CB 17 RIM=110.54 TYPE Ir"o) W/ SOLID LID IE=106.47120W N 109692.59 IE=106.47 (12" N) E 1297201 33 CB 18 RIM =110.55 48" TYPE 2 IE12' W) W/ ROUND SOLID LID 1E2--8, ''" N 109587.94 E 1297209 79 CB 19 RIM =109.88 "" TYPE 2 IE=102.19 (24" W) W/ ROUND SOLID LID IE= 103.92 (24" S) N 109536.43 IE = 103.19 (12' N) E 1297208.96 IE = 106 00 (12" E) CB 25 TYPE RIM =110.65 W/ SOLID LID IE = 108.00 (120 W) NN 10947.89 IE = 108.00 (12" E) RIM = 111.00 CB 1010-81315 IE=106.60 (12" W) EXISTING TYPE 2 IE = 106.30 (18" S) N 109548.56 IE=106.60 (18" N) E 1297267 13 IE = 107.10 (12" E) CB 1010-B1316 RIM 11029 EXISTING TYPE HE 106.98 2' Wi N 109548.66 E 129726240 `T IE=108.3 2(12"E) 8 115 IE=10804(12"E) IE=10808 1 IE=107.69(12"E) JDJA 110 IE=107.35(121, W) IE=107.30(12"N) 105 IE=104.18 (12"W) IE=103.33(12"S) IE = 106.88 (6" N) NEW EX EX EX NEW NEW IE=107.70(12"W) 9a IE = 107.62 (12" E) 100 w 115 110 105 100 95 CI 0+00 0+50 1+00 1 CB=19 TO 1010-131315 =20'V 1"=2' SECTION 8.02 OF THE COA 2022 ENGINEERING _ DESIGN STANDARDS, APPROVED 10/1012023. APPROVAL TO INSTALL 12-INCH STORM DRAIN WITH LESS THAN 12-INCHES OF SEPARATION FROM OTHER NON -POTABLE UTILITIES, WITH ETHAFOAM BETWEEN PIPES TACOMA • SEATTLE • SPOKANE • TRI-CITIES 9 5LF,2" ICL52@8.02% \ 22 LF IT DI CL52@ .64% OVISE FX 9T" 1 34 J 0.56' _ _ - CB 25,'PE 1 2 N 109547.89 CS 1 E 1297240.43 IRIM 10,65 IE 108.0012"(W) IE: 108.0012" (E) CB 1010-S1316, EXISTING TYPE 1 N 109548 66 RIM 110.29 NEW 11 : 106.98 12" (W) NEW : 106.9812" E CS 1010.8131 i, EXISTING TYPE E 1297267 1 RIM: 111011 CB, ,48H TYPE IE: 106.3018"(S EX W/ R DUND SOLID LID IE: 106.6018"(N EX E 12 37208.96 RIM: HE 1 109.88 2-19 240 MI IE: 103 92 24' (S) IE: 103.19 12" (N) m m n ON LL 00 0 W W" W N 0 GRAPHIC SCALE 0 10 20 40 = i�FEET xon¢ ou"om1p1liv16i w°0°�Oarurw 1w�ivs w n�i m�repp°1Kmon°g1aw�is REVISED4orel to w lmsr w rw w ma nom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 10/16/2023 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahbl.mm WEB AHBL PROJECT 2220275.10 1 10/2023 1 STORM DRAINAGE CB-19 TO 1010-B1315 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOLNo. 408 TACOMA SPOKANE I PL.. .. _. ,. IXOPatlk Aae. SOS WBivesitle 1001SW5th Avenue 404 SW Olumbla slntemo Suite500 Sulte1100 Suite Do WaAngtaiI Was0in9tO98ID1 Oregon 97204 Oregon 91102 1A02Sm 5091525090 503.5350707 541,330AV BLRB.com Title: GRADING AND STORM DRAINAGEDrawing Date 4/05/2023 • .1 11 Sheet No. of DATE: October 12, 2023 FILENAME: Q.\202212220275\10-CIV\CAD\MO275-SH-GRAD-DRNG.6wg BLRB ARCHITECTS, P.S. ot O N of N N IN IN I 7 I 2 I 3 I 4 I 5 B OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS 2 N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A C45 AUBURN, KING COUNTY, WASHINGTON APN I [ rV�ry [ 10o o? J G1:= 8695600125 12" DI NE IE 10929 7 Y c. 'IAIIIILL- 103 -. z4- PVC E IE 10459' ° - - , Pvc w IE= ro67a KEYNOTES 12 PVC SE IE 10869 2 - - LADDER NW LADDER NE V 12" PVC S IE= 10629 6" CONC WALL N-S SSMHN854 CITYNtO RM Is50 CTNGIC smut 24" COLO CENTER 1 STORMTECH MC-7200 CHAMBERS 1 a W- �SID-h1268 LADDER SE ca io 12' PVC W IE= 11038 STMH#857 CITTN1010-B1308 NIDRANi 555s Y I - RIM= 1363 ROAD EN O STORMTECH MC-7200 CHAMBERS WITH 1 3 .-- a 4r io953 ARRows ISOLATOR ROW C4.10 _ . a O CHAMBERS INSPECTION PORT e _ e C4.10 J 4,'�.' SSTDP I 4 II O AREA DRAIN C41 ,�q �A W - WW° - _ _- _""..."..."'�' O CLEANOUTe B J BIKE LANE "I / TC BIKE LANE C4,12 114 D - / - - - - - p <� p - _ 1 .� p P : TRENCH DRAIN RIM i13'b0..' 7 R1� 1 `7th ST$E p - D - . . . . .6. T oa 2a tout - C412 _ D = Yaz7 l: I DENiEa: oF.t RESIDENTIAL COLLECTOR V I� V 7 FILTERRAe v I cE TER DF cNMINEL 1 sr - o _�z D ca v v 7^r — q - ..RIM n266 I_ W W DOWNSPOUT CONNECTION O o+- o o .... l SLOT DRAIN OR TRENCH DIN AS _ C4.12 % RA o a- O SHOWN ON FIELDS PLANS p�- D -p< v Ij--- Da ° °lA i/ 10 FOOTING DRAIN C4�12 f _ -- -_ _= �N110173.08� ERRA ] 1Z- —�` — �° o � o -, RKP IAN PLAN NOTES C rJ E F G :I J :1 18N 110164 RECIQBAO& FG: 1 FG:1 ZENCH \,Q DRAIN 91/ FG: 1' �SELFIELD.2 / SEE FIELDSPL7N� FOR DETAIL IE 106.8512' `N6 I I I \ 1049 I \ - \ it a / \ \ \ 050% \ 0.50% 1 I \ - I I�u - 1 I-------- -- e i I TT \ 71 \ \ - O 0.50% I _ I � \A \ J P II 1 e A \ STEEP IEIL6bLANS\ 7=1 cm \\ 70 / ! FG: 110.78 \\ MATCH LINE - SEE SHEET C4.3 OF DRAIN FG 113.04 '3 10RIM1C-\ �Y - IE= c 5 - ran 010-C Z 113 93 24"CONC L= 1 04 23 / AW ADDER NW /I / 1 I I I I I FG 110.48 FG 110.51 FG: 110 56 I 4 CITYN1010-B2015� RIM =112./1 PVC N IE= 108.91 1, PVC E IE= 108&91 Pvc S IE= 108,91 FG 1 4� - --- STCBN858 RIM=112 65 .yl 1 -0I/ 12' PVC N I' i, PANT 5729 Vp I 9OLIO a�v pNf4.[S W/S A. FG: 113.11 I J aI I 1 I h I I APN 7140 A I II rplr n z PVC w IE= u 9 I I w I — — — — I wnut N x _1 Y I �I O J APN 7140E III 4 I I III of I I I I ----- I -- I _ v 010 B20t3 - f 34 as I II I I v BC' 111_]8 IT 11AI 11111111111l1® STCBN456 CITTN1010-6; RIM-112 0 - 112 PVC E 1E= 108 69 I " FG: 11224 I APN 7 L4061 FG: 112.32 �5 9623 fTY#1W& RIM 6 I6° ➢ N 1 TD6 3, is rADD R M W D I � _ 18th �T E LOCAL RESIDE N IAL i 1. PRIOR TO MOVING ANY MATERIALS OR EQUIPMENT ON PUBLIC STREETS, THE CONTRACTOR SHALL SUBMIT A HAUL ROUTE PLAN TO THE ENGINEER FOR APPROVAL PER SECTION 1-07 28 OF THE CONSTRUCTION STANDARDS. THE HAUL ROUTE PLAN MUST BE APPROVED BY THE CITY PRIOR TO THE START OF CONSTRUCTION. SHOULD IT BE DETERMINED THAT POTENTIAL ADVERSE ENVIRONMENTAL IMPACT MAY RESULT FROM THE PROPOSED HAUL ROUTE THAT HAD NOT BEEN PREVIOUSLY CONSIDERED DURING SERA REVIEW, A SERA AMENDMENT MAY BE REQUIRED PRIOR TO CONSTRUCTION 2 PROTECT AND MAINTAIN ALL EROSION CONTROL FACILITIES DURING GRADING OPERATIONS. SEE TESC PLANS FOR DETAILS. 3. ALL STORM DRAINAGE STRUCTURES AND PIPE ARE PRIVATELY OWNED UNLESS NOTED OTHERWISE, 4. ALL CATCH BASINS TO HAVE HERRINGBONE GRATES UNLESS NOTED OTHERWISE. 5. STANDARD DETAILS TYPE 1 CB WSDOT B-5 20-03 TYPE 1L CB WSDOT B-5.40-02 TYPE 2CB WSDOT B-10.20-02 COMBINATION INLET WSDOT B-25.20-02 CONCRETE INLET WSDOT B-25.60-02 RECTANGULAR WSDOT B-30.20-04 SOLID LID VANED GRATE WSDOT B-30.30-03 BIDIRECTIONAL WSDOT B-30.40-03 VANED GRATE HERRINGBONE GRATE WSDOT B-30.50-03 ROUND SOLID LID WSDOT B-30.70-04 6. EXISTING ON -SITE SOILS MAY BE RE -USED WITH APPROVAL FROM THE GEOTECHNICAL ENGINEER. LEGEND: STORM CATCH BASIN TYPE 1 ® STORM CATCH BASIN TYPE 2 —SD SD— STORM LINE RD ROOF DRAIN FD FOOTING DRAIN PROPOSED PROPERTY LINE FG - GRADE BREAK FINISHED GRADE, BOTTOM OF CURB UNLESS OTHERWISE NOTED TIC TOP OF CURB BC BOTTOM OF CURB PP POLYPROPYLENE PIPE 7 0 N 0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET N%I(1 ou"om1p1li v16i oo°dOOmorine�wa s w n�iles�mru°pr'sav wss ea ��a o �v urawnodw"al1O"iiodnod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 9 ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Sulle 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM ww.v.ahhl.Com WE8 AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. oil Washington 984OZ 153.627,5599 SLREI Drawing Title. GRADING AND STORM DRAINAGE - NE Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Stamp `� 1, fir! Sheet No. C4m4 �O 803 1 L 70NA� /03/20 or in DATE: April 24, 2023 FILENAME. 0:@022@22027510_CIVICADQ220275-SH-GRAD-DRNGdwO BLRB ARCHIT'i P S. J A B c D E F G H J cis f Q O N K 66 66 N N 115 110 05 100 0 N 7 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON P kRKING LOT SIDEWALK MULTIPURF OSE FIELD 17th STSE IISTSE TRENCH DRAIN ' 10 ^ LL 0Le w m N O 0Le LL W T W O_ 0Le LL W N N M _ 0Le LL W O N M _ 0Le LL w ca N M 0Le LL W m N M c 0Le LL yt O M^ Of c O_ 0Le LL W T W c O_ 00 LL W m T m c O_ 00 LL W W T m c O_ 0Le LL W 00 R Rl O_ 010 LL W Q r Rl O_ 0L0 LL W f 4J Ql O_ 010 LL W N d [0 O_ (20 LL W m N 0 Ql ^ O_ 010 LL W m M Ql O_ 010 LL W n Of O 0u LL W 0 O O 0u LL W N 0 O O_ 011 LL W (D m O_ 010 W W n O d 0 O_ 010 W W m N d O_ 010 W W m d Of O_ (20 W W m N 0 d ^ O_ 010 W W io d Of � O_ c20 W W f M d O_ 010 W W N Ql d � O_ 010 W W n d O ^ 0 W W N d 0 O LL ^ 0 W N d 0 O LL ^ 0 W 0 01 0 O_ LL 0 W 115 110 105 100 LL 7 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 GRADING SECTION 1 115 110 105 100 W ARKING LO TRACK IGH JUMP & LONG JUM I OOTBALL FI LD RACK 17 h ST BE INF11 TRATION C1 iAMBERS W N1 LL W O� LL W LL W LL W f0 O O LL W O 1O LL W o m ^ LL W LL W N LL W N LL W n IO aq O ^O LL W d n 'O LL W d n LL W LL W LL W ^ LL W LL W LL W n O LL W N C traC LL W N N LL W ^ pq O LL W O LL W co O 1 LL W LL W O LL W r0 LL W LL W O 0 LL W °J MM LL W M Ur W 115 110 105 100 LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 GRADING SECTION 2 110 05 100 W HST BE MULTIPUF POSE FIELE SIDE WALK TRACK FOC rBAUL FIELI TR JCK KST BE 18th ST E Al� --- --- ---- __� d LL ^ c> W Y1 LL ^ 0 W W LL 0L0 W n d 0L0 LL W m M 0L0 LL W m N O 0L0 LL W m M O 0L0 LL W m N O 0L0 LL W m N O 0L0 LL W m d O 0L0 LL W ca r O 0L0 LL W m ^ m 00 LL W 0. d m m 0L0 LL W 0. N m ca 0L0 LL W 0. O+ m T 0L0 LL W n O 0L0 LL W T c0 LL W m T L0 012 LL W O 012 LL W O 00 LL W m 00 LL W N 00 LL W M 00 LL W n d 00 LL W N 00 LL W O 00 LL W 012 LL W N ^ 0 LL W N LL ^ 0 W N LL ^ 0 W LL W LL W 115 110 105 100 LL 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 n GRADING SECTION 3 B xon¢ •aux vxvwenaru vNxex x mv0�"owrmmm9°�ev may xpl�plfMrtxlmWf6xl4 w6� LW ��M IOIIL9Z0 uxvxxsrwx wmaxm PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. ;�,, DEV REVIEW ENGINEER:,ae6 DATE: 06/162023 9 1 1 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahhl mm WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB s TACOMA ,. Suite 700 Suite ,i WashingwilgHN eashingloo98201 Drawing Title'. GRADING CROSS SECTIONS Date: 5/03/2023 Drawn By BJS Revised- Project No 16034.001 SUMP `� 1, pt Sheet No. yb ei v C4m5 g �70NAL � /03/20 of DATE: April 24, 2023 FILENAME. 0:@022\2220275\10_CMCADQ220275-SH-GRAD-DRNGdwg BURS ARCHITEGTS, P.S. 0 66 m N N J A C e1 E 1 I 2 I 3 4 5 6 7 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON EXISTING TREE TO REMAIN. A CERTIFIED ARBORIST MUST BE PRESENT AT ALL TIMES WHEN GRADING WORK IS PERFORMED WITHIN THE DRIP LINE OF THE TREE CONTRACTOR $HALL EXERCISE CARE TO PROTECT ROOTS e C3.10 I O IOEXISTING DRIVEWAY STA 205+86 36 STA 205+94 36 STA 205+99 R6 STA 206+07 36 DO NOT DISTU B ;9 29.r38' LTX 2R 8v,� X 9,g87.1 T 291V LT 29 83ZLT+18 41 STA: 206+39 91 STA 206+53.09 STA 206+61 2] 29.84' LT 29 8T LT 29 88' LT _------ -- - - FG 113.46 FG 112.96 FG 113.00 FG 113.49 FG: 11350 FG 113.43 FG: 113.35 FG: 113.52 7 6.25°/u STA:206+94.36 - - - - - - - - - - - - - - - - - - - - 21 94' LT 6 TC: 112.85 �I -" STAA05+86.36 11 8C 12.85 a p �'� G' 25.04'LT� 21.96' T ST 05+99.36 STA:208+07.36 `. 7' 7 I STA:208+53,10 7 4 FG 113.37 pg,%1 - 0 21.93 ]4% g' 21.9o'LT _-BCA1061834 n �,+1/ .91'LT 4 (lull G 6 % ll T 13.28 TO 112.89 TO 113.35 STA 2 I : 113.24 T ' 4 Tl B12 78 O O BC: 112.89� �BC 112.85 21.88' LT 21.86' LT w `I I BC 112.74 rR11.95' L'♦`- --- T 13.3 n BC 11291 - _------------------------------- � B 12.BV 0.50 2 081% 0.81% 0.51% 0,51% 5 - --- _-----___ EG 11292 ----- _77EG 112 • '� 1 - 5 5 INSTALL BIDIRECTIONAL 12 5 m --. - e VANED GRATE a a° - 0 9 'mom. R 112.71 m- - - - - - - -- 10 _N 8 M - n _ - °+ -" a 10 1 a STA 205+71.69 1200' RT FG: 113.42 17th ST SE LOCAL COLLECTOR 5 STA:208+00,00, 0.00' N 110216.97 E 1297230.96 TOP OF RAMP PT BOTTOM OF RAMP �. PT STA 205+88 24 STA'.205+94.32 STA:205+99 32 15.05' RT 15 T 1 O0' RT MmumbillirC 11376 TC 9 T :11376 BC: 11326 BC 11329 - 113.26 PRC STA :205+83.02 18.50' RT R20.00' TC: 113 71 0.50% SO 113,21 O O R42.00' R5.00' O O O �2 PC STA:205+71.68 01 0 000 0 y'IA205+89.3 22 00' RT TC: 113.62 R20.00' 0 �22 50' RT BC 113.12 / I i ro 5 I I 50% 4 a° STA: 205+sf�.132 7 m 22.50' RT - a 4 c j I F7FG: 113.85 IF 0 0 VI 0$} 02' STA 205+7167 1 IIHP--- F OHP 1 -0 I �f FG 11377 ��\ i �-aOHP .50% : 205+71 6 - - - - 32.50'RT STASTA 205483.31 STA: 202.39 STA: 205+9q.32 STA 205+99.32 FG: 11379 32.50' RT 32 50' RT 32.50' RT 32 50' RT FG 113.91 FG 114.00 FG 11400 + FG 113.97 G :I J :1 0 TC: 113.WF7 BC: 113 82' 12 00' RT FG 113.41 ,�FG 113.28 OSSMH 1010-109e 12 RIM 11321 C6.10 wi STA206+23 16 113.65 22.08' RT 113.16 TC: 113.61 - R7 00' BC: 113.11 150% BC: 11318 U ,50% OOPL� Oda Q Q 71 OQOQ O QTTOMO 6 On 0 0 0 000 9.87\R C 113�.115 K ST SE STA 14+22.07 = I 17TH ST BE STA 206+61.41 N 110216.58 E 1297292.37 I C 113. LJ �P OYiP RNSTAL�TTERPAN-PER-I WSDOT STD.PLAN F-10.16 wig 0 0 "\° INSTALL VANED`GRATE STA: 206+09.32 STA 206+16.36 0 n� _ 12 ON EXISTING CB 10' 0-1]802 32.50' RT 32.50' RT RIM 113 04 FG: 113.33 FG: 113.29 I STA: 2q5+26.07 Q / RT F�6.23' : 113.17 S57 EXISTING UTILITY POLE 113 1� ? TOP R P PT $$TA.A.20fi+6.24 TO REMAIN _ v 36,bT RT TC: 11340 - BC:11290 STA: 00.029RT 0 F 11351 R42.00' RIM 113.20 12 � 0 \ I STA:2 8+30.86 / - 0 12 RIM 11 4 .iTf�T Q N FG. 113.g0 / 8 STA: 206 3 .75 d \ III / FGG 03 1 903 STA 206+3 75 / / 5 + 57.23' T t71 \ � FG 11y 1PT STA 13+64.49 w � 1893' LT \ TC: 112.95 1 ss.cx BC: 11245 zT SSMH 1010-02 1 1 RIM 112.82 12 1.50% CURB RETURN 17TH ST SE Cad K ST SE I I I W W 1 STA:1 +91 / - -- OH 6.00'L OHP ii /OHP / / 12 RIM 113.11 I I I PCC STA:13+81.66 11 00' LT TC: 11117 SC: 113.08 J r (n p I ~ W I 10 N Y j a U J I / I / I 1 1 ) / I STA: 13+ 6.OU LT FG 1130 / I \ / I \ I / / 1 II I I I I I STAR �+50 00, 0 00' N 110�".52 E 1297291.09 f•1 1 4 \ OHP/� I I I I 6 I 9 KEYNOTES O CURB AND GUTTER PER WSDOT STANDARD DETAIL F-10.12-04 OTRAFFIC CURB PER WSDOT STANDARD DETAIL F-10.12-04 OINTEGRAL CURB C6.10 5 OPEDESTRIAN CURB PER WSDOT STANDARD DETAIL F-10 12-04 O MATCH EXISTING CURB OSIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13 OTIE IN TO EXISTING SIDEWALK AT NEAREST JOINT. O$AWCUT EXISTING PAVEMENT. OGRIND AND OVERLAY PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 10 REPLACE PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 11 DETECTABLE WARNING PATTERN PER WSDOT STANDARD DETAIL F-4510-03. 12 ADJUST UTILITY STRUCTURE TO FINISH GRADE PER CITY OF AUBURN STANDARD DETAIL T-05e 73 TRENCH DRAIN C4.12 CONCRETE DRIVEWAY PAVING. PROVIDE 8' CONCRETE WITH 14 6x6-W1.4x1 4 WELDED WIRE FABRIC, OVER 2" CRUSHED SURFACING TOP COURSE. COMPLY WITH AUBURN STANDARD DETAIL T-34 75 SIDEWALKBUFFER9 C6.10 OCHANGE IN CURB TYPE LEGEND: EXISTING PROPOSED STANDARD DUTY CONCRETE ° e C6.10 A HEAVY DUTY CONCRETE 4 C6.10 STANDARD DUTY ASPHALT 1 Cfi.10 HEAVY DUTY ASPHALT 3 C8.10 CONCRETE SIDEWALK a d a 0 SIDEWALK BUFFER ] cs.10 REPLACE PAVEMENT IN PUBLIC STREET GRIND AND OVERLAY PAVEMENT SAWCUT LINE ------- SECTION 8 02.02(G) 6 (H) OF THE 2022 COA ENGINEERING DESIGN STANDARDS, APPROVED 04/21Y2023. APPROVAL TO INSTALL NEW CURB AND GUTTER WITH EXISTING SSMH WITHIN CONCRETE GUTTER AND WITHIN d& WHEEL PATH, WITH THE FOLLOWING CONDITIONS: TACOMA • SEATTLE • SPOKANE •TRI-CITIES • REPLACE THE KING COUNTY SSMH FRAME AND LID WITH FRAME AND GASKETED LINE, AS SPECIFIED BY KING COUNTY WATER TREATMENT DIVISION 2215 North 301h Street, Suite 300 Tacoma, WA 98403 • INSTALL 6-FOOT DIAMETER COLLAR AROUND SSMH. 253.383.2422 TEL 253.383.2572 FAX wwwahhl.COm WEB MINIMUM CLASS 4000 CEMENT CONCRETE AND AHBL PROJECT 2220275.10 6-INCHES THICK FILL ANY VOIDS OR DISTURBED AREAS BELOW 6-INCH WITH QUICK SETTING CEMENT CONCRETE, DEPTH AS REQUIRED COLLAR TO BE POURED MONOLITHIC, WITH SMOOTH TRANSITION TO THE CONCRETE GUTTER. N 0 GRAPHIC SCALE 0 5 10 1" = 5 FEET •aur wxwoxnwnwxex raow0�"ooaeummm9°Y�ew maw a•www wxam.xwmmarwx wss ww �x�aao urow�msrwrw wrwwrwea PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:4�eW44 DATE: 06/16/2023 DRAWING REVISIONS AS -BUILT DRAWINGS rr pi OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN No. 408 SCHOOL TACOMA SPOKANE I Pam... ...... .._..., 125010a&Aue. SBS WBiveNtle 1001SWSlh Avenue 404Seiblumoa Suite 700 Suite 500 Suite 1100 Suite 200 WmB"nyon9OW WaSNugt0098201 Oregon 972W Oregon 97102 253.0.599 509252.5090 505.535.0701 541JUL6506 BLRB.com Tilliii DRIVEWAYDrawing RAMP AND DETAILS r-5/03/2023 Sheet No. Of DATE: May 1, 2023 FILENAME. Q:Q02212220275\10-ClV CA012220275SH-GRAD-RAMPS.tl g BLRB ARCHITECTS, P.S. J I 2 1 3 1 4 1 5 1 B 1 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON M !II 4 N a . _ _ STA 57+14.63 � 1 9 . 1091, RT TC. 111 63 1 0 - BC 111.13 Q I II �I - 5 4 I EG: 111.81 ILL i 111.99 V d -� 1 9% a I \ FENCE _ Cql \\ d SEE LANDSCAPE PLANS ll \ 0 GRAPHICSCALE STA:11+60]4 STA: 57+12.00 ,5 S7 03' FIT 4.50 1 I 18.92' LT 0\ 5 10 TC'. 112280 ---- 10 B - - 10.91'RT 0 TC 111.2 a -- I a BC: 118 - I - - FG 111.18 - BC: 111. d 1"=5 FEET - ' - - - 1 5 I 4 I 1 \ I 0 i STA:11+50 00, 0.00' -- . . . STA 57+05.86 1 I \ N 109944.55 E 1297287 53 --- . . _ 1092'RT- TC: 111.35 - 1.50% ae f ?I.I "FIT 07a 1.9Y' FIT I I I -- -- �111// - BC: Ill 31 m / / FG:411.98 I r I -- -_ _ - - 8 _ -9 -- -- -- - / 7+00.00, 0.00' \\ i tP 59 E 1296619.04 - - - 5 - - - - / .92 e / d, \ STA: 5fi+gg 10 �7.90' STA: 58+99.08 I 41.75' RT I I - 4 \ \1 I I \ --- ----- ---I \ i /� \ RT FLG: 112.10 I ` FG: 112.22 I \ ---- ---- - - - - - n INSTALL SOLID GRATE 12 / RIM 111.62 n � R \ J I C Q ZLL LLI DEPTH EXPANSION JOIN "JOINT I W W/3 FILLER( 15'MAX0 PE CITY OF AUBURN DETAIL T 2 H LU v v I O \ 14 6.05 %, F7 0 \ I ~ 1.52% \. . t- STA 56+82.15 11 36' RT D \ TC 11182- 5.3 TIE-INgT EXISTING TA 8213 EXPANSION JOINT '} -96' RT - - - - - - - - F 1 : 11122 �\ - - -- -- - -- I Q \ I \ I 1 \ E \ \ 19TH ST SE LOCAL RESIDENTIAL 4 - I 4 F a 0 � STA :50.000.00• �N 109549.3g E 9 I I - EG TC 11237 11 EG. 112 97\-y EG 113 EGeC'1941 G 290 1 EG6C 11240 - _ - p - _ _ _ p _ _ I H I I 116 I STA: 56+89.67 \ 1 I v -_ \ 1 p 62 89' RTFIG 111.91 \ \ \ STA 35 ]99'RT \\d I STA: 56+89+66 \ \\ I a \\ FG 11'2.26 6 \\ O FG 11208 1 \\ STA: 56+!13.08 1 0 P \ STA 56+93.09 440.14'RT 12 38- 4 \\ 30 75' RT 1\ STA 79S6a93.10 FG: 11223 Id 1 a I� .�791121 a F(�11216 4 1 II II � 1 21.9 5FIT 11 \ \ I \ 1 10 R1.94 FIT � \ A 11+26.46 4 fi4 I .Fc 1I9I2.14 1 Q STA: 56+79.98 1' 25.00' LT II - 9 - - - - - 1 STA 6+BT.i6 a �� I 82.90'RT Q FG 112.27 FG: 111. 41 I 16971 RTa �� I-j_ - STA 11 +26 51 TC 112 0Q � � 11 4 I TA 11+26 45 1 I \/'I 18 8T LT BC 112.011 \ \ r 30.00' LT I I TC: 112.19 LU 11222 1 FG 11243 a - I - - BC: 911.73 �6 h TA 11+2145 \ -�--- I p7.90' RT71 STA:56+7] 15 I STA:56+77 17 1 V STA:11+21.45 49.40' RT I 25.00' LT 1 18 86' LT TC 4'I2.81 \ y 6290'. TC: 112A2 Q� TC 112.17 C }12.31 2 X - - TC�11.47 I 11194 \ I BC: 111.47 BC: 11212 11 BC. 11168 II I 4 I \ \ TA 11+21.45 I i >>2\ i \ 3000'LT 1 --- FG: 112.20 1 11 STA-11+1545 I �j11 ,y" \ . S 56 74.11 1 8 \\ STA 56+74.17 / I-/) h l 1 6p cyv 6 TC811211 2 . 1 R STA: 5fi+74 15 \ r\ 62.91' RT TA 11+15 45" I q� 5 F .11237 49.41'RT \\\ F62.11.53/ . �E : 1237 4 FG: 112.00 '... �..�............... \.`\.i.... .l .\ /\ I.a X.\. j /. \. 4TA:56+41.1 S 4110 . . 21.80"RT RT STA 56+38.75 T�: 113.50 113 3 38 90' RT . B 11300 B 86 TC 11329 �\ BC 112.79 I \ a STA 56+33 12 41.24'RT TC 113.28 \ \ \ SC 112.78 1 1 a I v 1 x 0 o� / o a II 00 I / I 1 x � I I n H ST SE DRIVEWAY _o 2 STA 56+14 RT III 12 a I x 41 29' RT I TC: 113.15 / if BC: 112+65 V2' I s y a x U� I II r ra \:11+1a.no 1 \25 00' LT TG: 112.11 BC.N112.11 \ II 'f \:11+070% 17 1 30 00' LT\ FG: 112.30 G 11+07 07 I\ \ 25.00' LT FG: 112.22 I 1.50% o} 6 II � 1 77 I. r I I I I 1 I � I �I I STA: 10+74 I �1 25 00' FG: 112 i6 6 STA: 10+74 .00, G: 12 �F if ae �545% STA 10+66 ry �►' 30.00' L I FG: 112, I I STA:10+6� 1 2500' TC: 11II I - -f,�Q 27% BC: 11p9 STA 10 I 30 FG: 119 C _ 1 1 � STA 10+69 41 m IT l 1.500 250 LT Tyrr TC: 11 92 y SC 11.92 }-� \ STA 10+5(41 30 Oq LT IC FG 112 13 STA: 10+5 .41 \ / 25.09-LT F- / FG 112.06 m� V/ a I o /1 BC: 111.66 I I s I. I Q f F_ ILI w 0 w 18th ST SE I LOCAL RESIDENTIAL Y J a O O J 1 I 1 I I I I 1 „ 3© STA 10+66 41. I I. 18 81' LT TC 112010 BC: 111.51 / I / I / I / 1 / I / I STA:10+60.41 I / 18.84' LT I / TC 111 97 BC: 111470 I / I / Al +50.00, 0 00, 44 I I N 1056 E 1297285.75 I / I / I / It 18TH ST SE 7 zn Q �I A 0 o0 \ 1 o A I 1 v l \ 1 B 1 KEYNOTES 10 CURB AND GUTTER PER WSDOT STANDARD DETAIL F-10 12-04 02 TRAFFIC CURB PER WSDOT STANDARD DETAIL F-10.12-04 O INTEGRAL CURB C6.10 5 0 PEDESTRIAN CURB PER WSDOT STANDARD DETAIL F-10 12-04 05 MATCH EXISTING CURB Ofi SIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13 07 TIE IN TO EXISTING SIDEWALK AT NEAREST JOINT. 08 SAWCUT EXISTING PAVEMENT. OGRIND AND OVERLAY PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 10 REPLACE PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 11 DETAIL DETECTABLE WARNING PATTERN PER WSDOT STANDARD 12 ADJUST UTILITY STRUCTURE TO FINISH GRADE PER CITY OF AUBURN STANDARD DETAIL AIT-05e 7 13 TRENCH DRAIN Cq.i CONCRETE DRIVEWAY PAVING. PROVIDE 8' CONCRETE WITH 14 6x6-W7.4x1.4 WELDED WIRE FABRIC, OVER 2" CRUSHED SURFACING TOP COURSE COMPLY WITH AUBURN STANDARD DETAIL T-34 15 SIDEWALK BUFFERe C6.10 OX CHANGE IN CURB TYPE LEGEND: EXISTING PROPOSED STANDARD DUTY CONCRETE 2 C6.10 HEAVY DUTY CONCRETE 4 C6.10 STANDARD DUTY ASPHALT 1 C6.10 HEAVY DUTY ASPHALT 3 C6.10 CONCRETE SIDEWALK SIDEWALK BUFFER 7 C6.10 REPLACE PAVEMENT IN PUBLIC STREET GRIND AND OVERLAY PAVEMENT SAWCUT LINE - - - - - - - 9 EX CURB ■ 8 GUTTER TOP 111 BOTTOM 111 13tELE 1 (MATCH EX) _ z.s4•rth 03 BOTTTOP 111.72 OM 111.22 2215 3 gpom Street,AHBL7PROJECT 22027510 ELEV 111 18 ELEV 111.72 0.50, 150, CURB DETAIL 3 NOT TO SCALE NOT(£ •aNr wxwoxnwnwxex wumNrxw xurw.xwvw rawwmrmmmwema uwww wxNm.xwwmarwx wss ww �x�aao Nmow�msrwrw wrwwrwea PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 DRAWING REVISIONS AS -BUILT DRAWINGS rr OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN No. 408 SCHOOL TACOMA SPOKANE I P.. ,... .. .._..., 12501ima&Ave. 5OSWRive2tle I001SWSlh Avenue 404Seiblumoa Suite 700 Suite 500 Suite TOO Suite 200 Washmaten98102 WaShi[40098201 Orator 972W Ore90097102 29.0.599 509252.5080 503.535.0701 S41330.6506 BLRB.com TuIll RAMP AND DRIVEWAY DETAILSDrawing Date:43/2023 Sheet No. of DATE: May 1, 2023 FILENAME.O:Q02=0275\10-CMCA012220275SH-GRAD-RAMPS. wg BLRB ARCHITEGTS, P.S. ot O N I IN J I 2 1 3 1 4 1 5 I B 1 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON �I V I 1 III 1.58� � III I I � 7 o�B C rJ Em F G J :1 TA 71" 81 IS LT TC 9111107 107 6 8 1 ShA 7+9i.�7 29.951 T ITC 1114 0 BC: it%9 SI A 7+92�5 1 1 % I/ 3545'L 1 / BC 111 7 5 ° Z.35 1 1 1 ,y I oa ' I° ST x, - °O I 4 n 3541'L 3541' T�: o v J ,-IT 772 111.11 ✓I 4 f�L 1 I � ST:7 .23 1 ' .90, LT 111.52 I. 0% C 111.02 4 / I 9 09%v =1 O _ I v z I 2 STh 7+75.28 9 X 1�C111.56 z C: 111,06 OI U KI O o i o, O I I I 1 50% 19.04% O1 of a oI w wI I 0 CB i 010-B1316 m STA9 I A:]+53 I CB 25� 9.82 LT 2S2' LT �1.92' LT F� 88 � 1 3TA'7+500]- 9 81' I,T I L 4, ITp2]L50.04 �( TC 110_9 I m o110.92 y BC: 110.P9 to 50% 9.01 % II STA 7 / 29+84�1� ILT I FG: 111101 �, 7 STA 7+1y 13 7 24. 1' LT FG: 1I11 .04 1 1 II I PROTE�FEX 1-/% 00 FED o 0 / FURS 1.37. 5 00 F, ° RESTO MO 1 EXF4EV / 7 o.5 II a I a I I I II 1 1� 1 I I 4 1 I 73 n � RAMPS ON K ST SE Cad 19TH ST SE -STA:7+943 / 24.98' LT TCr 110.98 BC 11099 -STA 7+92.169 24.96' LT TC: 111 41' - BC 110.90 STA 7+92.51 1889, LT I f. TC: 110.991---------- BC: 110.49 STA 7+87 09 24 94, LT TC 110.93 BC: 110 93 STA:7+87 11 18 89' LT TC: 111.00 BC: 110.50 STA:7+84 28 18 SVLT TC: 110.99 BC: 110.49 24.93' LT FG: 11094 -STA 7+78 28 18 B7''LT TC: 110.50 BC: 110AIS a -STA: 7+75.28 24 89' LT FG: 110 99 I 14- I I 1 I I 1 I I. a -STA:7+53 65 18.83' LT TC 11041 BC: 110.37 STA 7+46 9t 18 82' LT TC 110.44 BC 110.40 STA:7+40.9g 18.81' LT TC: 110.95 BC: 110 45 STA:7+38 11 18.81' LT TC:110.97 BC: 110.48 I / I / \ \ STA:8+00 010.001 - 00 IN 109594, 0 E 1297281.31 --------_- � I \ 1 1 1 I \ I \ \ M I \J Q F LU Z CIO 0 LU W N R' Y J Q U STA:7+50.00, 0:00' @N 109544.61 E 1297280.42 I I I v I I 1 I I I I I I I I I I I I I I I I I r I I I 7 8 1 9 KEYNOTES O CURB AND GUTTER PER WSDOT STANDARD DETAIL F-10.12-04 OTRAFFIC CURB PER WSDOT STANDARD DETAIL F-10.12-04 O INTEGRAL CURB 5 C6.10 OPEDESTRIAN CURB PER WSDOT STANDARD DETAIL F-10 12-04 O MATCH EXISTING CURB OSIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13 O TIE IN TO EXISTING SIDEWALK AT NEAREST JOINT. OSAWCUT EXISTING PAVEMENT. OGRIND AND OVERLAY PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 10 REPLACE PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 11 DETECTABLE WARNING PATTERN PER WSDOT STANDARD DETAIL 12 ADJUST UTILITY STRUCTURE TO FINISH GRADE PER CITY OF AUBURN STANDARD DETAIL T-05@ 13 TRENCH DRAIN Cq_12 CONCRETE DRIVEWAY PAVING. PROVIDE 8' CONCRETE WITH 14 6x6-W1.4x1 4 WELDED WIRE FABRIC, OVER 2" CRUSHED SURFACING TOP COURSE. COMPLY WITH AUBURN STANDARD DETAIL T-34 15 SIDEWALK BUFFER@ C6.10 OCHANGE IN CURB TYPE LEGEND: EXISTING PROPOSED STANDARD DUTY CONCRETE 2 C6.10 4 HEAVY DUTY CONCRETE 4 C6.10 STANDARD DUTY ASPHALT 1 Cfi.10 HEAVY DUTY ASPHALT 3 C6.10 CONCRETE SIDEWALK ! -� 0 SIDEWALK BUFFER 7 C6.10 REPLACE PAVEMENT IN PUBLIC STREET GRIND AND OVERLAY PAVEMENT SAWCUT LINE - - - - - - - O TACOMA • SEATTLE • SPOKANE • TRI-CITIES N 0 GRAPHIC SCALE 0 5 10 1" � w'u"omdii a°i w°O�Oeimri d�wa s w n�iies�mru�sav ur a w nosr w �w�iimw rind PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:lae=04 DATE: 10116/2023 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx ww.v.ahhl.com wEB AHBL PROJECT 2220275.10 WEFSTORM DRAINAGE CB-19 TO 1010-B1315 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA 1251)paclicltvr Suite ii Wallington 98402 253.627,5599 BLRBccm Drawing Title. RAMP AND DRIVEWAY DETAILS Date: 4/05/2023 Drawn By BJS Revised- Projed No 10034.001 Stamp �N J�4p�t Sheet No. C4m8 g 70NAL of DATE: October 12, 2023 FILENAME:O.\2022t2220275\10_CIV\CAD\MO275-SH-GRAD-RAMPS.dwg BLRB ARCHITECTS P.S. J A B C rJ E F G :1 1 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON IN y y y !�r r FG r9.99 �NON � FG 109.82 ."10 I °1 FG:1'it 0 ° 11 a � 'd ° a I ° Fcl1 ° IfCB4 TC: 109.79 °.34 I _ -FG: 1e00 110 B(3: 10: 9p.�729° SCIN I I I I � o FG: 1102 I BC 1099. J1 C: 109 83 C: 109 83 2 FG: 11028 TC: 1101E BC: 109 66 I,II rr TC 110.23 I BC: 10973 I n RAMPS AT WEST PARKING PS AT EAST PARKING -FN: 1 9.89 FG 109 69 : 10969 1u I I I I I I 1 I I I I I I I I FG 109.99 i FG:1 91 09.98 FG: 1 92 I I 1 ° e 13 I FG: 109.77 ° I ° 4 1 - FG 1102 9941 170 ° ° ° ° 1 110 4 109.78 ° ° d °CB °° TC. 1L19.64 FG: I 109.78 1 3 BC: 10 ° 8: 1102Bn C 109.70 ° s ^ RIM 109.25 d TC H7�OMp8 I B .109.5t1 O O o 11 TC 109.83 3 T � BC 109.33 1 : 109 66 I I I I I I I I I I � I I 69 FG: 109.69 710 I a, I -FG: 109.91 -FG 109.90 aO d 194 Ifs C: 10961 96 da CB2 RIM: 109.94 ° CB 1° I TC. 11005 ° ° d RI°M 10923 C 109.55 X X ° .0 109,41 41 I III � 2 3 C: I SC 1090.20 70 908 TC: 110,22 1 BC: 10972 I TC. 110.1 - 1 BC: 109.61 _ +G: 110 0 FG 110.11 I ® FG: 110.2 • i0.43%t---------_950y--_-------- 1% f- ---_rL C8 V I I i 7 'ti I X FG 110.51 I I 1 FG: 110.00 / 1 FG: 11¢ 31 I -- L56% 5�5% FG 1110 26 26 \ FG 110.2Y L - FG 110.51 \ FG: 110.27 a G -__1_ / j I FG:'IOU 20 I /NN FG: 110.51 1 -_ _- 13 /NN \ FG: 109.93 I~ 200% \ - NN FG: 110.21 \ I FIELD HOUSE B9 FF: 11029 1 (RIM: 110.39 I FG: 11026 FG 110.51 FG 110.27 Y• ;\\ NOB I \ \ FG: 110.27 1 13 I 73 FG 10.13 1 \\FG: / FG 110.5 I � \ I 11027 i � % FG 109. 1 --i -AD -�i FG` 110.29 II 1 FG 110.30 CS FG 11022 \ RIM 11012 RIM1011049 \ \ I 1 \\ FG 109.75 -' yh �FG: 110.32 00- CB11 / -\41/ RIM CBIt %R/\ \ FG: 11056 > / GRADING AT BUILDING 1 B 1 9 KEYNOTES OCURB AND GUTTER PER WSDOT STANDARD DETAIL F-10 12-04 OTRAFFIC CURB PER WSDOT STANDARD DETAIL F-10.12-04 O INTEGRAL CURB C6.10 5 OPEDESTRIAN CURB PER WSDOT STANDARD DETAIL F-10 12-04 OMATCH EXISTING CURB OSIDEWALK PER CITY OF AUBURN STANDARD DETAIL T-13 O TIE IN TO EXISTING SIDEWALK AT NEAREST JOINT. OSAWCUT EXISTING PAVEMENT. OOSGRIND AND TANDARD OVERLT-02AVEMENT PER CITY OF AUBURN 10 REPLACE PAVEMENT PER CITY OF AUBURN STANDARD DETAIL T-02 DETECTABLE WARNING PATTERN PER WSDOT STANDARD 11 DETAIL F45.10-03. 12 ADJUST UTILITY STRUCTURE TO FINISH GRADE PER CITY OF AUBURN STANDARD DETAIL T-05 7 13 e TRENCH DRAIN C4.1 CONCRETE DRIVEWAY PAVING. PROVIDE 8' CONCRETE WITH 14 M-WIAX1.4 WELDED WIRE FABRIC, OVER 2' CRUSHED SURFACING TOP COURSE COMPLY WITH AUBURN STANDARD DETAIL T-34 15 SIDEWALK BUFFERe C6.10 OX CHANGE IN CURB TYPE LEGEND: EXISTING PROPOSED e STANDARD DUTY CONCRETE 2 C6.10 a HEAVY DUTY CONCRETE 4 C6.10 STANDARD DUTY ASPHALT 1 C6.10 HEAVY DUTY ASPHALT 3 C6.10 CONCRETE SIDEWALK 0 SIDEWALK BUFFER 7 C6.10 REPLACE PAVEMENT IN PUBLIC STREET GRIND AND OVERLAY PAVEMENT SAWCUT LINE I- O TACOMA • SEATTLE • SPOKANE • TRI-CITIES N 0 GRAPHIC SCALE 0 20 40 80 40 FEET w'u"um�iiv16i w°0°eOArurw iw�ivs w n�i m�rwpp°1Kmon"g1aw�is wss ww �rw�aao urow�msrwrw wrwwrwea PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 2215 North 30th Street, Suite 300 Tacoma, WA 9B403 253.383.2422 TEL 253.383.2572 FAY yvermahbl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE RECONSTRUCTION AUBURN SCHOOLSCHOOL TACOMA SPOKANE I Pam... ...... _._, 125010akilem SOSWRivwude 1001SWSlh Avenue 404Stiblumba Suite 700 Suite 500 Suite 1100 Suite 200 Wmhinyon9811112 WaShlugt0098201 Oreton 972W orator 97102 28.0.599 509252.5080 503.535.0701 541330.6536 BLRB.com TillOi DRIVEWAYDrawing RAMP AND DETAILS r- 5/03/2023 • .1 11 Sheet No. 1 -. _- of J DATE: May 1, 2023 FILENAME.O:Q02212220275\10-ClV CA012220275SH-GRAD-RAMPS.tl g BURS ARCHITECTS, P.S. E _o O CH 66 N N 0 C C C E F G H J :1 3 Ill 1 1 2 1 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AlIRIIRN KIAIr. COUNTY WASHIN(;TON /// SitBASSIST' FOR 6TONM INSTRUCIMMS, x ; DOWNLOAD THE INSTALLATION APP 1�1 .L• LLIIYMY. M Advanced Drainage Systems, Inc. MC-7200 STORMTECH CHAMBER SPECIFICATIONS 1. CHAMBER551NLL BE STORMTECH MGTJW. CHAMBERS SHALL BE AMRSHAPED AND SHALL BE MANUFACTURED FROM AMIN. IMPACT -MODIFIED POLYPROPYLENE COPOLYMERS 3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM FUH&ESq'SIMICAHD SPECIFICATION FOR POLYPROPYLENE BEE) CORRUGATED WALL STORMWATER COLLECTION CHAMBER$'CHAMBER CIASSIFEATION60,r101. 4. CHAMBER ROWS SHALL PROMISE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULD IMPEDE FLOW OR UNIT ACCESS FOR INSPECnW. 5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTLRALBAMNLL.ANOTFEINSTNLVIN REQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN T£AASHTO LED GRIME DESIGN SPECIFICATIONS. SECTION 12.12, ARE MET FOR 1) LCNGJIURATON DEAD LOADS AND 2) SHORT -DURATION LIVE LGAM BASED ON THE AASHEM DESIGN MUM WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE PFBSENCES 6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM ROD, STANDARD PRACTICE FISH STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS' LOAD COINGURWONS SHALL INCLUDE 1 INSTANTANEOUS Kt KimAND 3) ALL O DESIGN TRUCK LIVE LCACI PAWED MINIMUM COVER 2) SIGN TRUCK, QSYRI COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED n-W12K) PASNFO DESIGN TRUCK. ]. REQUIREMENTS FOR HANDLING AND INSTALLATION: • TO MAINTAIN THE WIDTH OF CHAMBERS WRING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS. • TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL THE HOW OF THE CHAMBER JOINTSNALLNOTBELESSTHANT. • TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, e) THE ARCH STIFFNESS CONBGNTSIULLBEGREATERTHANDREQU T0450t13&INIIN TIEASCISDEFlNEDINSECTIOR &28OF ASTM F2418 AND 0 TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERANRESABOVE 73• F 123'C CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. B. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SM DESIGN ENGINEER OR DINNER. THE CHAMBER MANUFACTURER SKALL SUBMIT STRUCTURAL EVALUATION FOR APPROVAl- BEFORE DE WERING CHAMBERS TOME PROJECT SITE AS FOLLOWS: • WE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED MCFESEICKLL ENGINEER, • ME STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ME GREATER THAN OR EQUAL TO L95 FOR DEAD LOAD AND 1YS FOR WE LOAD THE MINIMUM RED OFRED BY ASTM F2]0] AND BY SECTIONS 3AND 12.12 OF THE AASMO UFFD BRIDGE DESIGN SPECIFlCATONS FOR THERMOPLASTIC PIPE • TIE TEST DERIVED CREEP MODULUS AS SPECIOM IN ASTM PR18 SHALL W USED FOR PERMANENT DEAD LOAD DESIGN EXCEPT THAT IT SHALL BE THE ]5-YEAR MODULUS USED FOR DESIGN. e. CHAMBERS AND END CMS SHALL BE PRODUCED AT AN ISO NOR CERTIFIED MANUFACTURING FACILITY IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF MC-7200 CHAMBER SYSTEM I. STORMTECH MC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED A PRE -CONSTRUCTION MEETING WITH ME INSTALLERS. 2. STORMTECH MC -MO CHAMBERS$HLLL BE INSTALLED IN ACCORDANCE WITH THE WORMTECX MCTCQO CONSTRUCTIONGUIDE•. 3 CHAMBERS ARE NOT TO BE BACKFILIED WITH A DOZIER OR EXCAVATOR SITUATED OVER THE CHAMBERS STORMTECH RECOMMENDS 3 SACKFUL METHODS' SMNESHOOTER LOCATED OFF THE CHAMBER BED BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON WE FOUNDATION STONE OR SUMPLOW. BACKFILL FROM OUTSIDE ME EXCAVATION USING ALONG BOOM HOE OR EXCAVATOR. 4. THE FOUNDATION STONE SHALL BE LEVELEDAND COMPACTED WON TO0.ACING CHAMBERS. 5 JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEJOED EFFORTS PLACING STONE. 6 MAINTAIN MINIMUM - OF SEE MRS SPACING BETWEEN WE DEAFNESS MOVE 7. INLET AND OUTLET MANIFOLDS MUST BE INSERTED A MINIMUM OF 1? 130E MM) INTO CHAMBER END CAPS S. EMBEDMENT STORE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STORE MEETING THE AASHM M43 EMIGRATION OF UP OR IN. B. STONE SHALL BE BROUGHT W EVENLY MOUND CHAMBERS SO AS NOT TO DISTORT WE CHAMBER SHAPE STONE DEPTHS SHOULD NEVER DIFFER BY MORE THAN IT COOmm) BETWEEN ADJACENT CHAMBER ROWS. 10. STONE MUST BE PLACED ON THE TOP CENTER OF THE CHAMBER MANCHORTXE CHAMBERS IN PLACE AND PRESERVE ROW SPACING. 11. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WEIR CHAMBER FOUNDATION MATERIAL BEARING CAPACITIES TO THE SITE DESIGN ENGINEER IL ADS RECOMMENDS THE USE OF'LEXSTCRM CATCH IT' INSERTS DURING CONSTRUCTION FOR ALL INIETS TO PROTECT WE SUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF. NOTES FOR CONSTRUCTION EQUIPMENT I. STORMTECH MC-TAO CHAMBERS WALL BE INSTALLED IN ACCORDANCE WITH ME STORMTECH MOTI[M CONSTRUCTIONGUIDE'. 2. THE USE OF EQUIPMENT OVER M0.7200 CHAMBERS IS LIMITED: NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS • NO RUBBER TIREO LOADER, DUMP MUCK, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCE WITH THE 'STORMTECH MGTZW CONSTRUCTION GUIDE'. • WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN ME FOCRMTECH MGT20J CONSTRUCTION GUIDE'. 3. FULL 3T(900 mm) OF STABILIZED EVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING USE OF A DOZER TO PUSH EMBEDMENT TONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE OHMAGE TO OHMMRS AND IS NOT AN ACCEPTABLE BACKMLL METHOD. ANY CHAMBERS DAMAGED BY USING THE -GIMP AND PUSH" METHOD ARE NOTCOVERED UNDER THE WORMTECX STANDARD WMIMNTY. CONTACT STORMTECH AT 1AB9-0U2-2684 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEGHT OPIUM FOR CONSTRUCTION EQUIPMENT. INSPECTION S MAINTENANCE STEP IF INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A INSPECTICNPORTS(IFPRESEM) Al REMOVER)PEN LID ON NYLOPLASTINWE MAN A.Z. REMOVE AND CLEAN FLIXSTORM MIER IF INSTALLED A3 USINGAMSHUGHTANDSTABIAROD ME4WRE DEPTH OF SEDIMENTAND RECWO ON MAINTENANCE LW eurnm�rrr rm""r'v` Iwwlw¢rwxwn M. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEDIMENT LEVELS uunmr•rurmnxvx..wue.vme•x (OPTIONAL) .,,mw,eex AS. IF SEDIMENT IS AT, OR ABOVE, W RG mm) PROCEED TO STEP 2. IF WT. PR =TO STEP "r ~ B. ALL ISOLATOR PLUS ROWS P, ""q B.I. REMOVE COVER FROM STRUCTURE AT UPSTPEMI END OF ISOLATOR OUW PLUS 8.2 USING A FLASHLIGHT, INSPECT DOVM THE ISOLATOR SON PLUS THROUGH OUTLET PIPE wnr x I) MIRRORS ON ROME OR CAMERAS MAY BE WEDMAWIDACONFINED SPACE ENTRY Ip FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHELE azvnrtoxrww•m B.D. IF SEDIMENT 15 AT. ON ABOVE, 3-(AS mm) PROCEED TO STEP 2. IF GOT, PREEM TO STEP I STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JEIVAC PROCESS A AFIXEDCULVERTCLEMIINGNOZZIEWITHRFARFACINGSMMOFO'(Itm)MMMEIS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFWSX WATER IS CLEAN C. VACIMA STRUCTURE SUMP AS REQUIRED SITE 3) REFACE ALL COVERS, GRATES,FILTERS, AND UM. RECORD OBSERVATIONS AND ACTIONS Nx� REP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF WE STORMTECH SYSTEM r•nixemaununmewuew ,vu pmxvcecm=rxwarrcvmwnsuua NOTES 1. INSPECT EVERY 6 MONTHS WRING THE FIRST YEAR OF BPERATCN. ADJUST THE INSPECTION INTERVAL BASSOON PREVIOUS OBSERVATIONS OF SEDIMENTAMENUTATIONAND HIGH WATER ELEVATIONS. 2 CONDUCT JETTING AND VACTBRING ANNUALLY ORWHEN INSPECTIONSHOWS THAT MAINTENANCE IS NECESSARY. MC-7200 ISOLATOR ROW PLUS DETAIL IT(3C0 mm) MIN NOW CONCRETE 00U-R NOT REQUIRED FBRUNPAVEDAPPUCATIONS CONCRETE COLLAR W WI-OPIAST INSPECTCN FONT PAVEMENT BODY(PAPERFOBAG41RRm OR TRAFFIC RATED BOX MARQUIS 1 _ LOOKING COVER CONCRETE SLAB J 4'(t00mm) T raD mm) MIN THICKNESS SEE 35 PIPE 4F000mm)INSERTATEE TO BE CENTERED ON STORMTECH CHAMBER l CORRUGATION VALLEY NOTE: INSPECTION PORTS SPEC I ION POR I SERIES CHAMBE STOWTECH END PAP 1Y POO mm) MIN INSERTION MAHIFIXDSTIA MANIFOV3 READER �/ j IT 13W mm1 12' I3W mm1 MIN SEPARATION MIN INSERTION NOTEMANIFOLD STUB MUST BE LAID HONZONTAL FORA PREFER FIT IN END CAP OPENING. IT (NO mm) MIN SEPARATION STORMTECH H<LL_I.. STORMTECH CHAMBER END CAP I OUREi MANIFOLD l FDuxCAnpgsrpxE BENEATH CFWMBERS a>U pl aOVmeB1T NON- J vl, AM EE WIT T TUE STORMTECH . END CAP i r ADSGEOSYNTHETILSSET NONWOVEN GEOTEXTILE J UMBER AND SIZE CF U 40ERDRNW PER SITE DESIGN ENGINEER 4' too mm) TYP FOR 30310 a SOiww SYSTEMS B (150 mn)TYP FOR SG140. DG]80. MC3500. MSANDO4 MCTOW SYSTEMS 5 UNDERDRAIN DETAIL (WC,HOPE L INSERTA ME CONNECTION QJ P LACE ADSRUS NCHEN GEOTFMILE (GEM IERED ON INSERTATEE INLET) OVER BEDDING STONE FOR SCOUR PROTECTION AT SIDE INLET CONNECTIONS GEOTEXTILE MUST EXTEND W (150 mm)PAST CHAMBER MET RASED ON INLET PIPE MATERIALS. MORE INFORMATION 7 VALLEY CREST I STIFFENING RIB WEB LORUG0%ER JOINT UFFQRCORRUGOET ATION CORRUGATION COgRWATpN 2B1 83f CREST (So mm) m imml 3 FFEWNG INSTALLED RIB SECTION Ad DUAL WAIL - 1 PERFORATED P BUILD NOW IN THIS DIRECTION FOOT HOPE UNDERDRAIN boo-AW-1 2.m• 1� Itm mmlMI INOF STALLED m) _ b I INSTPIIED 4. 100.E 1251E mm) .I1 I-WEESWOF) - NOMNAL C W W BER SPECFMAT SECT BB SIM" X H X INSTALLED LENGTH) 1W.O XSO V XTS.1• EBRO mm X 1534mm X M10mm) CINMBFRSTORAGE 1ME CUBIC FEET GAS WR MINIMUM INSTALLED STORAGE' 267.3 CUBIC FEET (].SOW) WEIGNT(NOMINAL) 2051BIL (9294) NOMINAL END CAP SPECIFICATIONS 3&P SIZE TW X H X INSTALLED LENGTH) 80.PXMVX320' (2285 mm X UNA mm X 833 mm) IaW mml END GAP STORAGE SEE CUBIC FEET (1.12W) MINIMUM INSTALLED STORAGE' 115.3CUBICFEET (3.2B e) M NOT IINSFT� WEIGHT(NOMIXAy 90M. (4084) AT I HAMBERJOAT 'ASSUMES mmRS I30S MAR STORE TIMIN FRff1OF mmISTONE FOUNEMTION AND BETWEEN CHAMBERS, CH4MBEfl JOINTS 12"(305 mm)STONE PERIMETER IN FRONT OF ENO CAPSAND40%STONE POROSITY. A PARTIALCUTHOLESATBOTTOMOFEND CAP FORPARTNUMBEAS ENV•T DINGINS' III C\1\1 //Illy PARTIAL CUT HOLES ATTOP OF END CAP FORPARTNLMBER9 ENDING WiMT n n END CAPS WITH A PREFABRICATED WELDED STUB ENGINEER EVER CORRUGAIN SIDEVIEW CUSTOM PREFABRICATED INVERTS ME AVAILABLE UPON NEWEST. INVENTORIED MANIFOLDS INCLUDE 12.2P(3DUEW mm)SMONSEE AND 15,4T(3I5-120O mm) ECCENTRIC MANIFOLDS. CUSTOM INVERT LOCAnpxS ON THE MG12w ENOCAPCUT IN TXE REJ DARE NOT RECOMMENDED FOR PIPE SIZES GREATER THAN to-(BADAT). THE INVERT LEATON IN CWUMN'0' ARE ME HIGHEST POSSIBLE FOR NOTE: ALL OIMENSIONS ARE NOMINAL ME PIPE SIZE. INSERTA-TEE SIDE INLET DETAIL 2 MC-7200 TECHNICAL SPECIFICATIONS ACCEPTABLE FILL MATERIALS: STORMTECH MC•7200 CHAMBER SYSTEMS 000�7CKPMB 1MBEMATEE MAKOIAMEIEROP HEIGHT FROMb ELF COMMUNISM B'11W mm) 4'11o0mm) SS740 yrqu0mm) V1100 mm) DG]EO Omm) F(1m mm) ME= IrUD B UNNIT1 MGKN 1YIBOGmm 6(2Cpmm) MG7200 1Y(SOOmm) WUX mm1 INSERTA TEE FIRINGS AVAILABLE FOR 60Rffi,6 GASKETED S SOLVENT WELL. H.I 2. H P STORM.11 SO1WIPb CTIE IRA"4 PART STUB B C MC72001EPPMT W ISO Mm) 42.N• (I01 mm) - MC]2001EPPE� O.B9•(22 mm) IE BE (no YOU 49E 1IMmm) - .67.1EW - 1.01.12E mm) MC]XUIEPPIOT to'(zW mm) 38.3E WSmm 1 ) MC]2RIEPPCCT 1,33'(Y mm) MMOCIEPPIM iY plp mm) 9584190]mm) N MCCCOIEPPleT tb6'138 mm1 MC]2N EPP15T IT (T9 mm) 82]Y IB31 mm) U - MC]2001EPP15B _ 170Y (43 mm) MC]2001EPPUT ITPs0BAR) NICUT(T46mm) - MC720DIEPPI8TV MC7200JEPPIBB MG72MIEPP18BW MO9001EPP24T 24-(M mm) 23AT(E115 MM) - MC7200IEPP24TV MC72001EPP245 MC]2COIEPP24BW (P mml MC72WIEPP30BW WEUFSE mm) 2BS me mm) MC]2WIEPPMBW 39'1903 mm) - 33T(&9 mm1 MC]20CIEPP42BW 4rnO5Omml d55(W mml AASHTO MATERIAL MATERIAL LOCATION DESCRIPTION COMPACTION / DENSITY REQUIREMENT CLASSIFICATIONS FINAL FLL: FILL MATERIAL FEE LAYER V STARTS FROMME PREPARE PER SEE DESIGN ENGINEER'S PLANS. PANED D TOP OF THE -C LAYER TO THE BOTTOM OF FLEXIBLE ANY SOUREK MATERIALS. NATIVE SOILS, OR PER ENGINEER'S PLANS. WA STRINENTMA INSTALLATIONS MAY HAVE STRINGENT MATERNLArb ONS MAY PAVEMENT OR UNPAVED FINISHED GRACE ABOVE NOTE THAT CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS. HAVEON PAVEMENT SUBBASE MAY BE PART OF THE LAYER AASMO Mp5 INIML FILL: FILL MATERIAL- FOR V,YER'C STARTS FROM THE SHANUW3 WELL-0RADEO SOVAGGREGATE MIXTURES. c36%FINES OR A-1.A-2A A3 BEGIN COMPACTIONS AFTER W OW mm)BF MATERIAL OVER TOP OF ME EMBEDMENT STONE OS' LAYER) TO 2C(NO mm) PROCESSIMMMEWTE. THE CHAMBERS IS REACHED. COMPACT ADDITIONAL.LIVERS IN C ABOVE ME TOP OF NOTETHATPAVEMENT OR IT (NO mm)MAX UFTS TO A MIN. 95% FRETOR DENBITF ON PARTME OF THE0. SU084SE MAY BEA PARTOTHE'C LAYER. }DST PAVEMENT SUBBASE MATERIALS CAN BE USED IS LED OF THIS WELL GRADED MATERIAL AND 0% RELATIVE DENSITY FOR LAYER MSHTO M49' PROCESSEDAGGAIMATEMATMEALS. 3, 35), /,4 9, M. 57, 6, ST, SE 7, 78, 8. 0,, B, 10 ELBEDWW STOME: FILL SURROUNDING THE CHMIBER3 PASITIO ", B FROM ME FOUNDATION STORE FW LAYER) TO ME'C LAYER CLE ,MUSHEDANGUWRSTOXE 84 NOCOMPACTIONREOUIRED ABOVE. A FOUNDATION STORE: FILL BELOW CHAMBERS FROM THE LLEIW. CRUSHED. ANGUWtSTONE MSM4 M49' PLATE COMPACTOR ROLL TO ACHEVEAFIATSURFACEA'° SUBGRAM UP TO THE EMT IBOTTOM)BE THE CMMMBER 34 PIE4SE NOTE 1 ME LISTED RASHES DESIGNATIONS ME FOR GRADATIONS ONLY. ME STONE MUST ALSO BE CLEAN. CRUSHED. ANGULAR FOR EXAMPLE, A SFEOFlCATIW FORM STONE WOULD STATE 'CLFAN,CRUSHED. ANGWAS Na 4(AAMM MIS) RCNE'. 2 STORMM EGX COMPACTOR REQUIREMENTS ARE MET FOR A' LOCATOR MATERIALS WHEN RACED AND COMPACTED IN E30 TOO MAX LIM USING TWO FULL COVERAGES WITH A VIBMTORY COMPACTOR 5. COMPACTIONINFILTRATIONREMENTCES MAY BE COMPROMISED BY COMPACTION FOR STANDARD DESIGN LOAD CONDITION$.AFLAT SURFACE MAY BE ACHIEVED BY R/J(WG MORAMING WITXWE COMPACTION EpNPMFFIT,FOR $FEGPL LOAD DG9IGNS, CONTACT STORMIECX FOR COMPACTION REQUIREMENTS. 0. ONCE IAYER'G' IS PIACED,ANY $OII/MATERVLGAN BE PIECED IN LAYER TY VP TOME FINISHED GRACE. MOST PAVEMENT SUBBASE SOILS CAN BE USED ttl REPLACE THE MATERIAL STEW WEMENB OF IAVER'C IXR SYATTXE yTE DESIGN ENGINEFA6D5CRETION, ADS GEOSYNMETCS WIT NON-WEVEN GEBTEXTILE AU -MOUND CLEAN, CRUSHED, MIGULM STONE IN A B B LAYERS / PAVEMENT LAYER IDESSNEO BY SITE DESIGN ENGINEER) p / maT..N. F PERIMETER STONE I C 2C (21 m) (SEE NOTE 4) M (W 3mm)MIW UX ITF3Wmm)MIN if •r r 1/. /1' L IXGAVATONWALLV'lit BV THIS CROSS SECTION DETAIL REPRESENTS I 1 A UMINIMUM REQUIREMENTS FOR INSTALLATIONCFNSE9LOPFDORVERTICAL) 1 1PLOJECCT ETXEIAYWTSXEENT FOR PROIECT8PEOIFIC REWIREMENTB BOTTOM OF CHAMBER REQUIREMENTS PER PLAN A FVESUMM MNNF ITMOrrm)MIN J % MIF1I_ GTMA SUBGRADE SOILS TIOmm)MIN W'125W mm) 15130E mm)Mry ISMCM (SEE NOTE 3) MANIFOLD HEADER NOTES: MANIFOLD STUB 1 CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2IUI STANDARD SPECIFICATION FOR POLYPRO•YLENE(PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS CHAMBER CLASSIFICATION CNN 2 MC-7200 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH MUM FU87RrTANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS'. 3. ME SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING ME BEARING RESISTANCE(ALLOWABLE BEARNE CAPACITY)OF MESUBGRAM SOILS AND THE DEPTH OF FOUNDATION STONE NEW coNSIDERATW FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS A. PERIMETERSTONE MUST BE EXTENDED HORIZONTALLY TO ME EXCAVATION WALL FOR BOTH VERTICAL ME SLOPED EXCAVATION WALLS, E. REQUIREMENTS FISH HANDLING AND INSTALLATION: • TON INTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SNAIL HAVEINTMRAL, INTERLEKMGSTACKINGLMS. • TOENSURE A SECURE JOINT DURING INSTALLATION ANDBACKRU, ME HEIGHE OF THE CHAMBER JOINT SHALL NOT BE IESSMAN 3' • TOENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS PANSTANTAS DEFINED IN SECTION 6.21OF ARM FU18 SHALL BE GREATERMAN CA EQUALTO WE LSSOMN AND 5) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE TY F (23• CL CHAMBERSSMA RE PRODUCED FROM REFLECTIVE GOLD ORYE-i COLORS. 7 I MC -SERIES END CAP INSERTION DETAIL I 1 MC-7200 CROSS SECTION DETAIL B 1 S J U o U) < j Zm C)UJ Z ~ wz x O ww U Z orc W Q LE o (L w oZ ZN oW Fp Cl 3 LU O w Z \ 2 W W xN 4¢ 5; ELI E ❑ UJ WZ LAM zo O OW ax E� z ZDW 2N FD W< 2 LLO w� >7 )K F WZo 0p U) wo W SW w CD W or rcEUx O ❑ zw W N ED E- W imld G,>¢ C) ULl F am Z JI Q Z UW F wzUJ w_ N20 z W ONg 0 W 0 ED WF am ww 2xf rt-W WIDE ZWx 22F ZC)< )WF now now 550 FWZ KGUS Oti0 MARIE- LLx< O)M ZmZ WW w 3 ND�R S00 ® $� OZW t N <W< QI y Zoo E i FWD_ eN MONO M R w<ED O g a imQ Y m WZN W N O n WWi (Sor wi z J D M Z j m M V ao Z v t6 Q M: F W d O am< � LU M0.W �< D~O Ja UUX QOW J LL U DID LU ax MOW QW 2NF E,K H W MZM z W_ <R 2zz MWUU f0> Ul NCLL \ gUgWJ `ow¢ 0Ua Ww SHEET x IL ELI >ZN owZ <oUU MAKE M"'"om�Iiv16i w°OMOIaMRrw le vs w FM�M Ir�FMpp°1KmMOI"g1aw�is wslm MM �rM�i1MMILaao MMM M MM ImMR w rw Mr olM HMNea PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:oleaa DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 Noi lh 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TB 253.383.2572 FAX eveahel.EDm wee AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE -quill RECONSTRUCTIONSCHOOL AUBURN FF No. 408 TACOMA SPOKANE I Pam..... 125OWtl&Aue 5105W9veDINe 1001SW ath Avenue 4USA000 M Suite 700 Suite 500 Sm1e11OO SOWN WMh"nlllEI Washitrnoo98201 Oregon 9720 0legon 91102 253.621594 Me 252SWB 503 535 0707 541,33016506 SLRB.com INFILTRATION CHAMBER DETAILS Date: 5/03/2023 • .1 11 Sheet No. � EI• �I ..Y'�'M 1 , 1 of DATE: ANI 24, 2023 FILENAME. 0.@2O 2\222027510 CIV\CADQ220275-SH-GRAPDRNGdWg BLRB ARCHITEGTS, P.S. a _o J A B C 11 E F G 21 J :1 1 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON 'IF R[p1ElD INLET PIPE NOT, IWCIXREGI h TIXIVARIESI A L OUTISTNPE MT BY CpREGI hOGTpNvuvIE81 yr L I l i i` II� 1 I L---- ALTFANAM=O ATNMI INLET RPE NOTBYCONIECH T 1FR�UIRm 1L wroiivwam4) asERiw4 WOPENING UL <"v apCal 88 WIDE VAULTS UNDERDRaN A mcl.EANOUT I rD IRRIWIKKI PGRF uTP3 PLACES) TREEGMTE `OURETACCESS MEDIA, DAY - PLAN VIEW PLAM 713 PI GGNTECH RIM ELEVATION PER PLAN ENERGY TREE FRMIE W(D GMTE nlssi�nTi l wrR nI OT I GLOWMFMMEmD rt'CuRey. GOwEn vsT lxro.w sva IXIET TOP SLPS - INLET MY rG IMCAMON Pare PEnMwENT - (IYP5P1Am aETTUNG P Elly J rMuL urER, TVP PIVY OEOBYCWTECH FUNDERDRNN WHET PIPE STONE DYER, WP NOcnnoNV PROWDED BY CON reDH h i 2PRLTERMMEDKTW PROVOED BY CONTECH SECTION A -A (STANDARD DEPTH SHOWN) FILTERRA ffilterrt3 FTPD STANDARD HEIGHT CONFIGURATION DESIGNATION (OPTIONS:-0, T FT) AVAIIABIDTV MEDIA BAY SIZE VAULT SIZE M'x Ll WEIR LENGTHI MAENING OPENING 'MAX BYPASS FLOW (CFS) INLET) OUTLET ACCESS DIA TREE GRATE OT E SEE FTPWIUI NACA 4x4 Ova I•W IA Irnr O7x7 RP%IMe "ONLY 4a46 4eee 1'd 1.4 Irnr (1)Sa3 FlPWILO WA MDAn 4x5 4ae Id to Irnr D)vxS 1T001I458 MIDARONLY 45a50 40aTM VW IA Irnr (1)}x0 FTPNl01 Au exit eve Pd IA Irnr (+)723 FlPW006 ALL axe axe I'% 1A Irnr (1)7X7 FRDYDI NL axe ax 10 1'8 1A Irnr (1p'ai FIPWa10 ALL 0a10 ea 12 1'd 14 Irnr (1)4'ai P1Pp5n4 Au Tx10 7a14 2d 21 am O)4'vs F1PW0105 ALL BxIOa ea14 3'tl 2.5 b•Q< (1)45 FRWBIS ALL Bx125 ea 16 Xtl 25 2 M4` Mir" FTPD-D DEEP OPTION CONFIGURATION DESIGNATION (OPTIONS'-0, T �) AyAILgBIDTY MEDIA BAY SIZE VAULT SIZE M'xU WEIR IENGTHI MAX OPENINGNING 'MAX BYPASS FLOW (LFS) INLET/ OUTLET ACCESS DIA TREE GRATE Owes, SIZE F 1304140 NACA 4x4 4ae Pd 4e Irnr (I)rxa FrewlNSD Uk ONLY 4a4s fixes Pd 4e Irnr (1)7aa PTPo D MANDAM 4xe 4ae I•d 40 Irnr D)Tx4 FIPWITneO WDAngIY 45a0.W 46xTN 1'd 40 Irnr (1)7,7 FTPOoeoaO Au 6x4 eve 1 111 Irnr mrxa Fm D Au axe axe Pd 46 Irnr (I)axr FIP 13 Au axe ex 10 Pd 4e Irnr ro4'a4 1T 00610o All eal0 aa12 Pd 4e Irnr (+)4ae ETP0mlDo Au Ta IO 7x I2 2d as gem• m4x4 PTPDOeIIWD Au 9a1G5 ax14 it'd a2 24ra• (I)4a4 FfPWOReD Au 5,125 4,ID TO 02 24 [4 R)414 NW �XUTAVAYIBIE Y4XeYPA99 MOW 61N1ERMLWEIR FLOW SIIESPFLFWC YMMMOUI EDMDEIERMMECURSINLEFFL PACIIY CURS AND GUTTER. WP INMBYCONTECH) r � erREEr CURB INLET DETAIL FILTERRA INSTALLATIONS ID MEDIA BAY SIZE RIM ELEV INLET PIPE OUTLET PIPE POOL ELEVATION FILTERRAA 8x12.5 110.08 12" CPEP IE 105.95 (E) 12" CPEP IE 104.83 107.41 FILTERRA B 6x10 110.50 12" CPEP IE 106.42 (E) 12" CPEP IE 105.00 107.58 FILTERRA C 6x8 110.50 12" CPEP IE 106.71 (S) 12" CPEP IE 105.00 107.58 NOTES: 1 SEE PLAN FOR LOCATION AND ORIENTATION 2 INCLUDE IRRIGATION PORTS IN ALL FILTERRA UNITS. CONNECT TO IRRIGATION SYSTEM AS SHOWN ON LANDSCAPE PLANS 3. PROVIDE AMELANCHIER x GRANDIFOLA'SERVICEBERRY"IN ALL FILTERRA UNITS UNLESS OTHERWISE NOTED IN LANDSCAPE PLANS WHERE GRASS IS NOTED, PROVIDE CAREX OSNUPTA'SLOUGH SLEDGE" AND JUNCUS PATENS "SPREADING RUSH". 4. REFER TO LANDSCAPE PLANS FOR ADDITIONAL PLANTING REQUIREMENTS 7 0 xpna w'u"5m�1iv16i w°0�rlarw le n1s w n�N N1g125pp°1Km4n"g1aw�is wss ww �rw�iwNlLaao Mm Mwlmsrwrw wrwwwom PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: Fi.eeI. DATE: 06/16/2023 0 0 TACOMA • SEATTLE • SPOKANE - TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wWW.ahBl.ODm WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOLNo. .1: TACOMA SPOKANE I Pam... ...... _._, 1251010ma&Aue. SOSWBiveNde 1001SWSlh Avenue a04Stiblumea Suite 700 Suite 500 Suite 1100 Suite 200 Washnyon91e02 WasNuloo98201 Oregon 2B.0.599 509 Z51.IWO 503.5350701 912N Oregon 97702 511330.6506 BLRB.com Title: DETAILSDrawing FILTERRA 1. 5/03/2023 • .1 11 Sheet No. of DATE: April 24, 2023 FILENAME. 0.@2O 2\2220275\10 CIVICADQ220275-SH-GRAD-DRNGdwg BLRB ARCHITECTS, P.S. J A B C DRAINAGE SAND AND GRAVEL GRAVEL BACKFILL FOR WALLS WSDOT 9-03 12(2) 8"MIN GEOTEXTILE WRAP DRAIN ROCK W/ MIN T OVERLAP 4' I 2" MAX A 18" MIN 3 ROOF DRAINS J PERMITTED EXCAVATION LINE C412 WHERE SHOWN SEE STRUCTURAL PLANS ON PLAN n FOOTING DRAIN ROOF DOWNSPOUT — SEE ARCHITECTURAL DETAILS. _ 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. T' aJ EYdJ10 T I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON CEMENT CONCRETE FLOOR SLAB A— SEE STRUCTURAL PLANS. III I� ICI PAVEMENT OR 18" MIN IMPERVIOUS SOIL 10 m l (MINIMUM) VAPOR BARRIER CAPILLARY BREAK r WASHED PEA GRAVEL w 0 ° p FOUNDATION STRUCTURE ° ° ° ° r ° 0 6" DRAIN PIPE; PERFORATED OR SLOTTED ° m RIGID PVC PIPE LAID WITH PERFORATIONS OR pppp O O O p pO0 O0 Op p0 p O "MIN O O SLOTS FACING DOWN; TIGHT JOINTED; WITH A p0 of POSITIVE GRADIENT, DO NOT USE FLEXIBLE w a CORDING DOWNSPOUT PIPE DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. j \\/////\//\ \�// PREPARE S CALRADE PER FOUNDATION DESIGN I V/V/ / V AA/\�/ / RECOMMENDATIONS STRUCTURAL PLANS AND PER LANDSCAPE AND/�\\�\\///�\ \\\°Y�\\ DETAILS SEE STRUCTURAL DETAILS. 6" PVC SCH 40 TYP. V ° 4 CLEANOUT a 4 712 Lj ° ° �'}�� BUILDING FOUNDATION *1_/ SEE STRUCTURAL PLANS E PNGS AS FOOTING DRAIN DE 6' PVN FITTINGS D. C4.12 @1.0%MIN REQUIRED. DOWNSPOUT CONNECTION 112" DRILL AND TAP (SPLITTING THE SEAM) SET MADE BOLT - DOWN WITH 3/8" SS ALLEN- HEAD BOLTS - 2 PLACES LAB SUPPORT LETTERING "STORM" 1/8"RAISE -1/2'� --11F— WIDE BORDER STORM SEWER / \ loll. 9 / 1 � ( \—i1— r , 3000 psi CLASS C- CONCRETE(TYP) 2 " 1'-0" —1 NOTES: T- 1. PIPE MATERIAL PER PLAN. 2. PIPE DIAMETER PER PLAN. J— `• 3 ASS TO PVC USE PVC ADAPTOR OR FERNCO i- 4-3/4" W/STAINLESS STEEL 12"0 CLAMPS OR APPROVED FIBRE JOINT EQUAL. PACKING 4 PVC TO CAST IRON OR CONCRETE USE FERNCO 45- (1/8) BEND W/STAINLESS STEEL CLAMPS OR APPROVED EQUAL. 75/4" PROVIDE 8-3/31 4' WATER 15" �� �� TIGHT PLUG CAST IRON RING AND LOCKING COVER STORM DRAIN CLEANOUT 1 AREA DRAIN SHALL BE,:: BFEAS ;o,�:�TYPE 30 AREA IF BASIN WITH PEDESTRIAN GRATE OR DRAIN BY SHOEE ADA-COMPLIANT APPROVED ALTERNATIVE. PEDESTRIAN GRATE TO MATCH BASIN O.D. 2 PEDESTRIAN GRATES SHALL BE SEE NOTE 2. ADA-COMPLAINT AND MADE FROM DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 1-2 11 3. DRAIN BASIN TO BE CUSTOM MANUFACTURED FINISHED GRADE RIM PER PLAN ACCORDING TO PLAN DETAILS. PER PLAN 4 DRAINAGE CONNECTION STUB JOINT PAVING OR LANDSCAPING 40 8' TIGHTNESS SHALL CONFORM TO ASTM D3212 PER PLAN FOR PVC SEWER. 1 %MIN S. MANUFACTURER TO PROVIDE ADAPTERS FOR °D DEPTH TO INVERT CONNECTING PIPES TO AREA DRAIN AT G VARIES PER PLAN ANGLES SHOWN ON PLAN o ° D p 6. DIRECT ALL PIPES SHOWN ON PLAN TO AREA o DRAIN. DO NOT TEE ADJACENT TO AREA DRAIN. ° IE PER PLAN CC L iD a — ADAPTOR FOR 8" PVC PIPE nti 1' MIN SUMP ° BY DRAIN MANUFACTURER �Ip/ 6' MIN. ALL SIDES 4" o __ WATERTIGHT BY DRAIN MANUFACTURER L 4"0 PVC FLUMED VERTICAL PIPE (PER ZURN) THE BACKFILL MATERIAL SHALL BE CONNECT TO I I H 12" CRUSHED STONE OR OTHER GRANULAR DRAINAGE SYSTEM I I MATERIAL MEETING THE REQUIREMENTS PER PLAN I I OF CLASS I OR CLASS II MATERIAL AS •: I I DEFINED IN ASTM D2321. BEDDING 8 BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 8 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 AREA DRAIN TRENCH DRAIN GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL AND SHALL BE NONSLIP. 4" D n DEPTH ° 4000 PSI u VARIES CONCRETE 1° "ZURN Z-886-HD-HDP" TRENCH DRAIN OR APPROVED EQUAL PAVING OR LANDSCAPING PER PLAN 7 PREPARATION METHOD 1 TILL THE SUB GRADE SOIL TO AN 8-INCH DEPTH, THOSE AREAS SUBJECTED TO VEHICLE TRAFFIC SHALL BE TILLED TO A DEPTH OF 12 INCHES DO NOT SCARIFY OR TILL WITHIN THE DRIP LINE OF EXISTING TREES THAT WILL BE RETAINED 2. PLACE 3 INCHES OF COMPOST MATERIAL AND TILL INTO 51NCHES OF SOIL (A TOTAL AMENDED DEPTH OF ABOUT 9.5 INCHES, FOR A SETTLED DEPTH OF 8INCHES). 3 RAKE THE AREA SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 1 INCH IN DIAMETER 4. PLACE 2 INCHES OF AA COMPOST AND RAKE COMPOST AMENDMENT QUALITY STANDARDS 1. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY BY USING COMPOST THAT MEETS THE DEFINITION FOR 'COMPOSTED MATERIALS' IN WAC 173-350-220, AVAILABLE ONLINE AT hUp://w .ecy.m.gov/progmms/swfa/wmposY 2 THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35 TO 65 PERCENT, CARBON TO NITROGEN RATIO BELOW 251 3. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION PROVIDE SIX HOLES PER SITE, ALL HOLES SHALL BE EVENLY PLACED THROUGHOUT THE SITE TO DEMONSTRATE AUGMENTATION HAS BEEN COMPLETED. TEST HOLES SHALL BE A MINIMUM OF 1 FOOT DEEP AND 1 FOOR SQUARE. CONTRACTOR SHALL PROVIDE DOCUMENTS FOR THE AA COMPOST VOLUME DELIVERED TO THE SITE TO CONFIRM COMPOST ORIGIN AND QUALITY. • 21NCHES OF COMPOST ON ALL DISTURBED SURFACES. • LOOSE SOIL FOR 8 INCHES WITH VISIBLE DARK ORGANIC MATTER. • LOOSE FRACTURED SUB SOILS SHOULD NOT BE EASY TO PENETRATE WITH A SHOVEL 41NCHES BELOW THE 8 INCHES. TOTAL DEPTH OF AUGMENTED AND LOOSENED SOIL SHALL BE 12 INCHES. APPLY TO ALL DISTURBED LANDSCAPE AREAS POST -CONSTRUCTION SOIL QUALITY AND DEPTH m xon¢ ou"um�iiv16i w°0°eOArurw �v�ivs w n�im �pp°1Kmonraw�is wssw �rw� wisaao urow�msrwrw wmanom K PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 9 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wWW.ahbLwm WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE -quill SCHOOL SCHOOLRECONSTRUCTION AUBURN TACOMA SPOKANE I Pam ......... ...... 125010ati&Ave SOSWRivnuJe 1001SWSth Avenue 404Sliblumbia Suite 700 Suite 500 Suite 1100 Suitem Washnpon9R02 Washingtoo98201 Oregon 912W Oregon 97702 253.0.599 509252.5080 503.535.0701 541330.6506 SLRB.com Tillili GRADING AND DRAINAGE DETAILS Date:Drawing 1 1 • .1 11 Sheet No. �r - of J DATE: Apnl 24, 2023 FILENAME. 0.@2O 2@22027510_CIVICADQ220275-SH-GRAD-DRNGdwg BLRB ARCHITECTS, P.B. A B C r] E F G :I J :1 1 1 2 1 R I OC D SIGN IL ILI ED TELECOM LINE ND INSTALLATION OWNER N 3 1 4 1 5 1 6 1 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON I I I I I 17th ST SE RESIDENTIAL COLLECTOR -- HP TRI --L— — -- �. ---- 2 � I I ' — — — — — — — — — — — — C s-----------_I—__---_----- I ' f 8 COMMON 88Y51 fNISH { _ C5.0 _ � I 18th ST SE LOCAL RESIDENTIAL Ir r _ , Cso I - I - a r N c 1 c _ _ I— w _ = Y a I I IUSE I I '.i 0 HSINH NOWWOJ — — °a151; 111� — f \ ____ ________ s III,. �II C501 - rn o 19th St SE d (— w LOCAL REST ENTIAL lot a EDI a o-I I------------ sx I fr P f _P-41_ I ''-vFi�'aa.'�T.�aaST��'i-`''i&^T I I 111 1 I 1 I I N 0 GRAPHIC SCALE 0 20 40 80 11"=40 FEET 7 PROPOSED TRACK 12'2 TO BE DETERMINED BY LIGHT VENDOR 8 PRIVATE PROPERTY PUBLIC RIGHT-OF-WAY OLYMPIC MIDDLE SCHOOL KSTSE PROPOSED LIGHT POLE I la 1TYP 5.S' TYP PRE-CH9T LIGHT POLE SUPPORT BY MUSED 2.5'3 DIA TO BE DETERMINED BY LIGHT VENDOR 3 3' TYP — EX 18• SS STADIUM LIGHTS AT EX SEWER MAIN xoncl nmx vxvwalYx Ywxex YYIi2 rA x YrYrw. lawxl v xvowrmxuwvlxm i0Y iY2i®1OIr2MR w6� LWW �xIP Y 9R0 li2xlsxwx�iimwrvd PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 9 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Sulle 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wxv.ahhl.Com wEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA Impacil Washington 98402 153.627,5599 BLRBcom Drawing Title. UTILITIES INDEX PLAN Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Slamp ` 1, Q� Sheet No. C500 1 70NA1 � /O3/2o or BLRB ARCHITECTS, P S. DATE' April 24, 2023 FILENAME' Q9 022t2220275\10_CIVICAD@ 0275SH-UTIL dwg r1 J I 2 1 3 I 4 I 5 I 5 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON I j FIELD I I I I /' -ENTER OF CHANNEL=1054a I HOUSE I I I / �,1? I DFR a I I j FF 110.29'— W INIJ I 1 I K \J —II I 1 S R ow / 5 a L.i -. O36 „5a E1\ II-s-�.-=T----- �- ------------------------------- SS 1 A 1 _---__--- -_ _ A� ja L------ —_—�-- o. --- ;a----i\�11 B � S \ � V I 1 / j �� i �'I. ��� I APN 71wBaozlo jp899 / oSMHi --------- P i 5 ijl o NN71�11� \\\ // o^vv j5 gTV v \ 12 77- \NNNASO I I } a A ILL II APN 7140600215 111 w . „----_�i,T3 �\ �\ ��559 „65 t i i--�q1\Q- I STCBA}614 CITvN101 o-Bto22 a TI NOT 0 p 1 _ G� �' fq \\ RIM=1104° o �•, `H 112/ o-------, -\ _\��9 ,1I I I -- 'IG`' aP% o 1 61 - 11 CITY OF AUBURN 12" PVC S IE= 10]00 D s — �d LL L �� /-I th LL 54 '•� � vg6 \ SSAAW"IOtYY-125 ;,n a1��.. I I SSMH 2 3+00 I V� ,N yi 4+00 A m .>(f� t I I 4 93 STMH33513 GTYN1610-B 11 AIRaiM=m 18 "iI N ic= 10778TO I \\IT as as a5 —y o w - 19th SSa \ o o' LOCAL RESIDENTIAL F� z 7� \ o 1 I I I _ 2 6�,.1l1 s5 �I'I `\ F G :I J :1 115 110 105 100 e O EXISTING GRADI AT SEWER MAIN FINISHED GRAD TSEWER MAIN \ -- 5 LF 61PVC S kN@200% DR-3 ems' 12" S RM 129 LF 8" P 8DR 21 SAN 2 LF 8' PVC SANOm@ .40%(PRIVATE) 2 1 8' C51 2' S ORM 1.42' I_ TYPE 3 SSMH 1, 48" SSM i (PRIVATE) SSMH (PUBLIC) FIRRIQ-TYMETA1 AMR SSMH 2, 48" S MH (PRIVATE) SADDLE MANHOLE N: 10968699 N 109571.94 N 1095 7l8 E: 12969M 98 E 1297013 82 12" STORM E 1297 47.73 PIRA linq� RIM: 111.31 RIM: 1111.95 IE IN 107.47 (6"N IE OUT: 107.47 (8" E IE OUT: 106.85 (8"E) IE IN 1 593 (8"W) > IE OUT: 105 51 (18"N) sCO 1, SSCO N: 109691.45 1 CS 1 EXIST NG GRADE AT SEI VER MAIN RIM 110.32 FINIS ED GRADE AT SEI VER MAIN IE DUT 10767(6"SE) N W Or M (D N N N r el O N N N 1!) O M u) OI OI N O ry an m m ONt O O m O� O O� r-� N� �� O� O`< O m Op Op LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL W LL 0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 7 1 LEGEND: B v STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE • SANITARY SEWER CLEANOUT x GATE VALVE MJ FIRE DEPARTMENT CONNECTION FIRE HYDRANT 0 WATER METER ® PIV SS SS— SANITARY SEWER LINE W WATER LINE F FIRE SERVICE LINE IRRIGATION SEVICE LINE SD SD STORM DRAINAGE LINE P POWER LINE G GAS LINE - - EXISTING PROPERTY LINE - - PROPOSED PROPERTY LINE 1 9 GRAPHIC SCALE 0 10 20 40 "= 20 FEET SECTION 8,0203(A) OF THE 2122 COA ENGINEERING QDESIGN STANDARDS, APPROVED 06/1412022. APPROVED BASED ON FLOW DATA IN THE CITY'S 18-INCH MAIN, NEAR THE PROPOSED CONNECTION POINT, AND THE ACKNOWLEDGMENT OF POTENTIAL FOR INCREASED MAINTENANCE NEEDS ON THE PRIVATE SANITARY SEWER LINE SECTION 8,01 01(D) OF THE 2022 COA ENGINEERING QDESIGN STANDARDS, APPROVED 06/1412022. APPROVED BASED ON FLOW CALCULATIONS AND THE ACKNOWLEDGMENT OF POTENTIAL FOR INCREASED MAINTENANCE NEEDS ON THE PRIVATE SANITARY SEWER LINE LANDSCAPE AREAS SET TOPS AT OR JUST ABOVE GRADE. SIDEWALK AREAS: SET TOPS OF CLEANOUTS BENEATH UTILITY BOX WITH TRAFFIC RATED, LOCKABLE LID SET FLUSH WITH WALKWAY. \ F� I I FL / I iif TWO-WAY SEWER CLEANOUT CENTER A PIPE LENGTH OVER THE CROSSING PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS 3' MIN 115 EXPANDED POLYSTYRENE FOAM PAD CUT TO SUPPORT TOP PIPE AND MATCH DIAMETER OF LOWER PIPE PIPE Tj ETHAFOAM CROSSING2 NOT TO SCALE n 110 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahbLoom WEB AHBL PROJECT 2220275.10 105 100 Cf C! U (0 W LL W LL 5+00 5+25 ou"om�liv16i w°0°rOrrurw le nls w n�i m�r•pp°1Kmoro-�raw�is arw xlmwwrlxxesm ue°o wl•ms�rww�wopnoii PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN's ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: Fi,e. DATE: 06/16/2023 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 5 TACOMA SPOKANEI • Suite 700 Suite 11 washingtongm 201 I" Dremnng Tnie. SEWER PLAN Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp `� 1, pt Sheet No. C5.1 g �o41M1{ 10Ti /03/20 of DATE 'A0124,2023FILENAME'Q102=02]5\10_CIVICAD@ 0275SH-UTILdwg BLRB ARCHITECTS, P.S. O N 66 N N A B C rJ E F G 115 110 105 100 m M W 1 1 2 1 I f\ a EXISTING 15.00' WATER EASEMENT` - 1- r ... 77 N 109362,05 E 1296919.19 12" CUT -IN TEE (MJXFLXMJ) 260 LF 12" DI WA W�1) 12" GATE VALVE (FLxMJ) W/ THRUST BLOCRPERL7TV-BETAttW 4� — _. W- ALYE 10494 _ 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON IW VVV I � I I I i tin o / f N 9�622. I J FIRE HYD 1 q m N 10 7.13 e• PER CITY 1500' WATER EASEMENT _ TO CITY OF AUBURN ^ M I E 12 1226 WADE METER — � I PER CI CITY DE IL W-14 FE IY 1III — — —14L "DITVA N i i— — WATE SVC O Y' .• I .• a .' 'E 1496626 $4.. I / RVICE SAODLEANP CORP STOP• ' Pt`[2 CITY DETPJL W 14 O ; • . T QS I is 9 I I 0 o I o I 0 o I w\ � a FINISHED DE AT WATER MA N EXISTING GRJ DE AT WATER MA N TEE -- \ 3.5' MIN COVER TEE 12" STORM 1 EXIST NG GRADE AT WA rER MAIN FINIS ED GRADE AT wA rER MAIN Y W ro nj W n nj W o nj W ro tV W w tV W m W n W n & C LL W o w Ci LL W N n o 0 � LL W �+ LL W LL 1 -0+50 :1 0+00 0+50 1+00 1+50 2+00 2+50 115 110 105 100 3+00 o \ \------------ — ------ m ll 29 W/ (1) 12- BLIND F W/ THRUST BLOC PER CITY DETAIL i F SEE PLUMBING PLANS \ FOR DETAILS CONSTRUCT PER CITY DIET 1 7 1 B 1 9 LEGEND: o STORM DRAIN CATCH BASIN SANITARY SEWER MANHOLE • SANITARY SEWER CLEANOUT J{ GATE VALVE MJ y. FIRE DEPARTMENT CONNECTION ,R FIRE HYDRANT IN WATER METER ® PIV SS SS SANITARY SEWER LINE IN WATER LINE F FIRE SERVICE LINE I IRRIGATION SEVICE LINE —SD SD— STORM DRAINAGE LINE P POWERLINE G GAS LINE — — EXISTING PROPERTY LINE — — PROPOSED PROPERTY LINE ou"10101P 16i w°0°rO•rurw nerivs n�im�repp°1Kmmo-�raw�is arw xrmww•xxe•m see°• w�•ms�rwwl�wopnoii PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:[/ae W4�4 DATE: 06/162023 Z GRAPHIC SCALE 0 10 20 40 =2� O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 9B403 253.383.2422 TEL 253.363.2572 FAx Www.ahhl.tom WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB s Suite 700 Suite 11 WashingwitgUN •LI BLRBLcom Dremnng Tme. WATER PLAN Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp `� 1, pt Sheet No. yb w • C5m2 g �o41M1{ let /03/20 of DATE'April 24,2023 FILENAME '0002=0275%10_CIVtCAD@ 0275SH-UTIL dwg BLRB ARCHITECTS, P.S. 7 1 2 1 3 1 4 1 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS 7 1 8 1 9 O N of N N IN IN 0 C 01 C F G J :4 N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON _till—--—---- I� -- -- — ' BASIS of 6lC"E 17th ST SE d ses as 16"B s61 ar (Fi \J RESI ENTIAL COLLECTOR — 1 C'---- I - ;-- 1 1 1 1 9 1 1 � ,. '. 1-- 1 I: 1 I � 1 i III I 1 1 I 1 I I 1 I I 1 I 1 i u l a 1 I 1 � — R� i I lilt ; I ail' gal I I I � III 1 �M1�I 1 f I 'L 6. yo 0 AHB 60 R N 10976 5 7 ' E1 9689 t 68 LEV 1 ]] 2DO I 4 I. 1 �a 1 I 6l1 1 1 --1 C. 19th ST �EI LOCAL RESIDEfrIAL _------- - - - - �o 1 I � 1 I I 1 I 1 I II I 'II -------------------------- I I Ili i l I vr- t f 1 �• s [84YC' ,F COMMON FINISH . F C FAV 04 1 - , 1 _ - r - I 1 II = 1 1 1 � 1 1 1 1 1 1 1 I 1 1 1 1 I ' 1 1 1 1 1 1 1 1 �I 1 I 1 I 1 1 1 I 1 1 1 1 1 1 _ 1 IT E --t' o 1 1 --r--- -- 1 1 1 1 I 1 I 1 I 1 I 1 1 1 ' I 11 I I I I I I' YYyy 1 r----------- I I N 0 GRAPHIC SCALE 0 20 40 80 r=a� xon¢ •aYx vxxva�Yx Y•xex YYixYi2 vw x YrYrw. ava v xvo-r—x•wvixm i0Y iY2i®1OIf2MR w6� •W �-IP Y 9R0 1i2xn2srwx•viim•rv- PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS./J DEV REVIEW ENGINEER: fllz�� /yi.l. DATE: 06/16/2023 O TACOMA - SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM yatowahhl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA lmpaciI Washington 98402 153.627,5599 BLREI Drawing Title. PAVING AND HORIZONTAL CONTROL INDEX PLAN Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Slamp ` 1, Q� Sheet No. C6.0 e6�@® +, TONAL � /03/20 01 DATE: May 1, 2023 FILENAME.O:Q02=0275N0—ClV CA012220275SH-PAVE-OTRL.dwg BLRB ARCHITEGTS, P S. 0 N E E F 1i H D1 K 7 I 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON ...r. .-. S' !$ iti190280,785,� .r .� g 6 . r : _'��'C"- :...:. -.. N291 .:. w — OHP. OHP GHP -aj{ 1 STC6p513 CITYp1010-B1949 3 FI RIM-10718 I I: I 12' PVG N IE=101 53 loos h LADDER E 1 ° I 1 1 70� a :6p511 RIM=10710 PVC E IE-10386 t PVC 5 IE=103 55 2 RIM=107.54 _ OM 9 N IE=10376 S IF=1G375 I iI a. .. _ R o IN DEDICATION REC. NO 20190618001164 .4 44 3 RIM=10740 P�-------- I N IE-10381 3 i � J ` C W H I I `EASEMENT FOR MAINTAINING ASPHALT PATHWAY, I 'o cn o- i IMl I REo NIO 20080514002188 yx iI)°� p EASEM T FOR MAI TAINING AS HALT AND 0 ER IMPROVEMENTS! G I w° o J 1 I 10 REC N 2UO80514002188 rCL 3L.11 II =: i I �.� - � 3 �. • I' MM --2 CONVEYED 0 THE CITY OF AUGUR - 4 I R C 90140599 00318 VARIABLE WIDTI I o o SEE FIELD PLANS FOR ' 1�, III LAYOUT AND MARKINGS 2y I RIM Ipt010-10712 _4 F I O v•• : N E= 10322 III •. : 5IE= 1032 o ,fz d� I Q • IAQE WIDTH PUBLIC ND p TE UTILITY EASEME T . U' NO 201808080006 I 57 RIM=10820 II E IE= 10595 I 5 IE= 10570 ,i�. I° I •� •- IP I I Q • AA ®� �. v M3P.O J� —M s Q . MATCH LINE - SEE SHEET C6 2 7 LEGEND: EXISTING PROPOSED STANDARDDUTY CONCRETE(ON-SITE) e C6.10 HEAV DUTY CONCRETE e CONCRETE C6.10 PER CITY OF PUBLIC SIDEWALK AUBARD DETAILANS STANDARD DUTY C6�10 ASPHALT HEAVY DUTY ® 3 ASPHALT C610 PUBLIC STREET PER CITY OF PAVEMENT AUBURN STANDARD REPLACEMENT DETAIL T-02 PGRIND AVEMENT PER CITAND PAVEMENT OVERLAY AUBURN STANDARD DETAIL T-02 SIDEWALK BUFFER 7 C6.10 ARTIFICIAL TURF SEE PLAY FIELD FIELD PLANS FOR DETAILS PER WSDOT CURB AND GUTTER CG STANDARD DETAIL F-10 12-04 PER WSDOT TRAFFIC CURB TC STANDARD DETAIL F-10.12-04 PER WSDOT PEDESTRIAN CURB PC STANDARD DETAIL F-10 12-04 INTEGRAL CURB IC 5 C6 10 FLUSH CURB PC 5 ? C6.10 U PER WSDOT w MOUNTABLE CURB MC STANDARD DETAIL x F-10 12-04 w SAWCUT LINE — — — — — — — CHANGE IN CURB O TYPE j PER WSDOT DETECTABLE STANDARD DETAIL WARNING SURFACE F45.10-03 WHEEL STOP e 6 C6 10 FENCE X BASEBALL FIELD SEE FIELD PLANS NETTING GUARDRAIL a—e—e— SANITARY SEWER O • 0 MH/CO STORM DRAINAGE ® O O ■ 0 MH/CB/CO SANITARY SEWER —55— PIPING STORM PIPING ---D-- SD WATER PIPING W FIRE SERVICE PIPING F IRRIGATION PIPING I WATER la Y N METER/FH/FDCNALV E/PIV ®{ FITTINGSs THRUST BLOCKING POWER VAULT -EEI PLAN NOTES 1. SEE LANDSCAPE SITE PLAN FOR DETAILS OF SITE FEATURES INCLUDING FENCES, GATES, BENCHES, AND PLAY EQUIPMENT. 2. SEE FIELD PLANS FOR SURFACING OF PLAYFIELDS. 8 N 0 GRAPHIC SCALE 0 10 20 40 1"=20 FEET aen¢ �vle"tw`m°w PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREME%NTS.�,, DEV REVIEW ENGINEER: C.� DATE: 06/16/2023 +3 1�� O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253,383.2422 TEL 253,383.2572 FAX www.ahN.ale wee AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Fl OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 'a switil 1 51 wallul ..e washil Dayon91204 253.627.50 111 BLRBI Dawing Title PAVING AND HORIZONTAL CONTROL -NW Data 5/03/2023 Draw" By BJS Revised Project No. 16034.001 Stamp , f, �.rJ,p Sheet No oil Uml �833 970N14 �' of Al DATE May 1, 2023 FILENAME: Q 1 OUQ220275U0 CINCADl2220275-SH-PAVE-CTRL Ewg FILMS ARCHITECTS, P.S _i A B c 91 E F G :I J :1 1 2 I 3 4 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON MATCH LINE -SEE SHEET C6.1 lw�■�-------T�- ------------ -------------- gar IC N IE= 1044( { AC E IE= 1049 - i a LEGEND: 1010-81487 RIM=1m 71 o o I r, I • i ' EXISTING PROPOSED IE= 104 21 ° a IF= 104 21 . IE= 104 21 a O O :1 STANDARD DUTY 2 I a 1 CONCRETE (ON -SITE) 0 0 1 , ^4 HEAVY DUTY I CONCRETE C610 A L M160 JUvyB2610 �� 16 NAIL AND BHER : a; ° PER CITY OF aM=106 o8 I a ` ' 63. 777 A ° PUBLIC SIDEWALK AUBURN STANDARD E= 10468 4Q° I E 296 92. 80 N 109770.38 EL 'to8 7 u� DETAILT-15 ° E 1298953.89 a 81 a0 3 N 109770,87' FA FB STANDARD DUTY 1 = 108 50 _ E 1296924.69 1 ASPHALT C6.1O 104 40 - 104 40 - - - p Mq p I I • - 1 • ` ' ASPHALTDUTY •14 a LL 1 d Ida A 1 PUBLIC STREET PER CITY OF PAVEMENT AUBURN STANDARD Lr I REPLACEMENT DETAILT-02 o { I I C4.9 PGRIND AND AVEMENT OVERLAY AUBURN STA STANDARD ■ •°i - - . TY OF DETAILT-02 o i3 J I a' IELU ' SIDEWALK BUFFER 7 1 LAYOUT AND MARKINGS SEE FIELD PLAINS FORI SrcDpn62 Cl c W - Q ARTIFICIAL TURF SEE PLAY FIELD 121 PVC E IRE 1 4 � o - °1 "- w FIELD PLANS FOR DETAILS k 1 i w PER WSDOT TCBdn63 IA ¢ ♦ LL .I w CURB AND GUTTER CG STANDARD DETAIL kr- a J n. m F-10.12-04 12 a PER WSDOT 2 U 2" v E- _, ° °� °o• ? TRAFFIC CURB TC STANDARD DETAIL • ' J F-10.12-04 I L 1 1 •° •. a°° F PER WSDOT 7 ' Q PEDESTRIAN CURB PC STANDARD DETAIL 'u - F-10.12-04 - N 109695.38 ° LL• 19 o p r I 1096 2 O E 1296923.35 ° N 29695 INTEGRAL CURB IC 06.10 E 1296952 I ail -� • ° �� �S° • FLUSH CURB FC 5 C6.1O .M2• 1.- h - C4.B - •.' PER WSDOT j MOUNTABLE CURB MC STANDARD DETAIL 3 I F 10.12 04 o I° ai SAWCUT LINE -_-__-- . ° 1 • 1 - t ° F CHANGE IN CURB O TYPE o M2^ .1' r• ❑ s - !r DETECTABLE PER WSDOT DETAIL 3 I II •^ } « •, a , -_ N \•\,' WARNING SURFACE c STA F-45AI 03 I v OS ° IC1 a�.. 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"' STORM PIPING ---0-- -SD- pl 1235 _ I 1 1 R150' IC TC WATER PIPING W X SD x XIII +d+--SD S IV_sD �SD Sp, - ' - SD. - ■ 06.6 -+ 1 k a - FIRE SERVICE PIPING F �1708FPED I m { I I X = X `T WATER EASEMENT • • %' .,, ' IRRIGATION PIPING I U O CITY OF AUBURN I1 FC' T R15.0' I I • a 1:�I WATER 0 # Y N 1 I °• ' G METER/FH/FDCNALV o W- 1 T BN r 2659 EIPIV TC C4 7 FIM 111 11 - 'I 16 0' -1 16 Or -y{ .. IZ ,. WIf= 0721 C44 ' 1 I N S 07 21 + + a .•° FITTINGS O I { • U 3 a - THRUST BLOCKING R6.0' TVP �... TYR TVP. •.• �' ' POWER VAULT EPI -D r C s7 • T •a ( 1 -i $1 f$ fi --t- $i H- -1- 1 1 Ji 9.4'" 260' 190' BO' iB 0' 24_0' 190' 7.0 19_0' S30' 1 qB4 c' ® --W 2 n� I° 1 p B . P PLAN NOTES I tl 1. SEE LANDSCAPE SITE PLAN FOR DETAILS OF SITE FEATURES INCLUDING x P 1� �- p _ _ - - r I FENCES, GATES, BENCHES, AND PLAY EQUIPMENT. V n - - pI 1, _ 2. SEE FIELD PLANS FOR SURFACING OF PLAVFIELDS. �I TIT I I pn\ p u Ild I C o STC6a2735 RIM-m 4 ._ 12,63 I I' _ 12" PVC W IE= 105 4 )958 { ..I' 12" PVC N If= 105 9 - - I I ❑ 2. I ��❑ 263 I { 11p LADDER E 4J'a - - - - - - - - AHBL A155 4 - - - -NAIL AND WASHER 1 N.109a2' l•64 1MII I-,,M--_-ME12EL'a"1- i eLEv 12�� I ❑ 2,' . BrCBy2�36 RIM-112 02 L PV W IE= 105 72 1 $ PV N IE= 102 �qq)�Y [ LDDER�EN IE= 10762 X + -M_ _-M--_-M- m _ M M VALV VQ -. L - - - a . + !I 7 8 9 N 0 GRAPHIC SCALE 0 10 20 40 1^^=z0 FEET NOa(£ 4x1r •xx•rlaru wwsex xlml4vsx xurw. xum• k omaar rm m ooe•e •al rew u••• a•w m xmonrarw x wssw �x� wisaao ur•wlmsrwrw wmarmi PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:[W6;�/,����� DATE: 06/16/2O23 ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM ww°v.ahbLoom WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS Ir PI OLYMPIC MIDDLE -quill SCHOOL RECONSTRUCTION SCHOOL AUBURN No. 408 TACOMA SPOKANE I P.. -....- _..., 125O11atl8aAve 5OSWRive2tle 10015WAfi Avenue 4g4 Sei (olumbla Suite 700 Suite 500 $NIP TOO $m[e200 Washinpon98/02 Washington982O Oregon 972W Oregon 97102 253.621599 509.252.5mo 5035350701 541310.6506 BLRB.com Tulli PAVINGDrawing ■ HORIZONTAL ■ - ■ r, 5/03/2023 Sheet No. ..Y • i .. of BLRB ARCHITECTS, P.S. DATE: May 1, 2023 FILENAME. Q:Q02212220275F10-CMCAO12220275SH-PAVE-OTRL.dwg A B C E F 1 1 1 1. .• O X R34.0' 7 I 2 I 3 I 4 I 5 6 I 7 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON MATCH LINE- SEE SHEET C6.4 T RTI I � ���� 7� LEGEND: I EXISTING PROPOSED co e 2 STANDARD DUTY 2 O C4.7 CONCRETE (ON -SITE) C6.10 - I HEAVY DUTY 5T p3618 CIttp1 RIIM ni ( - ,.. I CONCRETE N C6.10 a" DI IE lea L 3 PER CITY OF - I STMH 3617 ITY#1 3gq�rgR PUBLIC SIDEWALK AUBURN STANDARD RIM- 11 60 F T3 APN J140600205 DETAIL T-15 -121,T SW1f- 107 L, I-1 3620 pTYp1010-I 1'2k 9r W Iep Intel STANDARD DUTY 1 8. Of N 1E IO79O - - P4' CON 1� '��8pp'ppDf'S'ff=BB110J:9D ASPHALT C6.10 .El, �R F CHANNEL= 1050 5LIM R1q pTY 1Qt �11) RI =11168 12" CONIC E 8: m w 1E={ 108.4 HEAVY DUTY ® 3 °v° N ©'e": c c Nw R" to 3 ASPHALT C610 SEE FIELD PLANS FOR I C N Ii 10&- NE IEF i08i-- I PUBLIC STREET PER CITY OF X ,j0" PSNC E drT 108 9 I PAVEMENT AUBURN STANDARD ° T Q l REPLACEMENT DETAIL T-02 " o S PER CITY OF - _ _ _ GRIND AND AUBURN STANDARD 4 PAVEMENT OVERLAY t yl p DETAIL T-02 STMHp3615 C11rp1010-6112 e dl U) RIM-111 44 SIDEWALK BUFFER �. . 12' DI W IE= 108,64 C6.10 6' PVC N IE= 10874 1Z CONIC S IE= 10864 ARTIFICIAL TURF SEE PLAY FIELD SSMH 3616 CITYp1010-17 FIELD PLANS FOR DETAILS ° RIM=r„ a5 12" Pvc PER WSDOT CENTER OF CHANNEL=IDS_4B CURB AND GUTTER CG STANDARD DETAIL F-10.12-04 _ - 1 PER WSDOT 1 1 1 l '; 5 h a ) I { TRAFFIC CURB TTICSTANDARD DETAIL o III F-10.12-04 S PER WSDOT I- PEDESTRIAN CURB PC STANDARD DETAIL F-10.12-04 o J° INTEGRAL CURB IC 5 --- - C610 f APN 7140600210 I o i � I�O I. 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RIM-1109 IN 3 � 1 DI E IE= 1073 . o WATER MAIN EASEMENT S� _. f� REC NO 201906T8001164 I IN , � . - - .� V INA 701 CITY# '-19r PLAN NOTES 1. SEE LANDSCAPE SITE PLAN FOR DETAILS OF SITE FEATURES INCLUDING FENCES, GATES, BENCHES, AND PLAY EQUIPMENT 2 SEE FIELD PLANS FOR SURFACING OF PLAVFIELDS 1 B 1 N 0 GRAPHIC SCALE 0 gy10 200440 1"==20 FEET N%I(1 ruYr •xmiraruri•x YYli2.4 x #rurw. lawxl • M [tYr•Irmlm�[M[11d� UAY iY2i®1•Ir2MR wig •2.2 �lIP Y 9R0 1i 2 w Is•.+w Iw�iimw ro4a. PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 1�� ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Stale 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahhl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA '. �00700 153.627,5599 BLRBcom Drew ng Tltle. PAVING AND HORIZONTAL CONTROL -SE Date: 5/03/2023 Drawn By B,7S Revised- Projed No 16034.001 Stamp XN J�,O4p,t Sheet No. C6■3 A lm 1 10NAL � /03/20 o1 DATE: May 1, 2023 FILENAME. Q:Q02=0275F10-ClV CAD12220275SH-PAVE-OTRL.dwg BURS ARCHITECTS, P S. J I 2 I 3 I 4 I 5 I 5 7 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. A AUBURN, KING COUNTY, WASHINGTON 12" PVC S IE- 10629 I - RIM 113.75 STCBg65D CITYa910-RTOF24COLO CENTER OF CHANNEL= 1038' -- RIM=11266 LADDER SE 12'PVC 6 LEGEND: RIM HYDRAN E IF j4 4- - - - ., M. —. W.— 0977 BIKE LANE / 1 y � B D D _ SEM17th ST SE D�INL.1 O - RESIDENTIAL COLLECTOR` CENTER OF CHANNEi R1M=112.86 - Ir - OHP .. ( _ �_:+ -.p ` D.T.° - a OHP I \-SSMHp500 RIM-11116 G46 4' PV CENTER i 6 10ONAAG COUNTY 5 -Bl c o a . RIM= I� 1 PVC N1= pS 12 Pv[�_-l1_ 3� pEpICMI $TMHM661 _ RN WON 10" C( 10" C( 4 R1M' i 0 CENTER DE CHANNEL'=' 103 84 4 L eE£EFHiE — — — CONCRETE MONUMENT IN CARE W/ BRASS DISK _ S88'3321 W 0}0 OE NE CDR, / X LI W. 1/2, Nee. 1/4, S_E 1/4 SECTION 19 X O6232 NAIL STRADD N1102169 E129729307 177V q :7n \[I 17 ,1863 GTY0102 1 pSr` RIMM11}9} 24" p I HANNEL= 04 23 �CONC J Fly I ADDERER NW � ` d ' y I D I I� I,. I II TI U w x N w E y Limi x r l F 1 1 G 21 J :1 11 s � _ e e SEE FIELD PLANS FOR ' - LAYOUT AND MARKINGS e MATCH LINE -SEE SHEET C6.3 PVCN PVC E PVC s =.1 72 o i VC N PVc S ER 5 i 15 r ^{ I l I I- a t Wo Y o I I � .I I { � I ° BIKE LANE -STCBg858 CITVH1010-E RIM=112 69 12" PVC W IE= 10827 5729 APN 7140600005 STC6X865 GTY41010-02017 RIM=112 Jl 12" PVC W IE— 10951 APN 71406000104. of anylmo-Bzou alto c 1 lit ac =10854 1 P c IE= 10844 EE II Iw�t {) RIM ��14561 20cITYtlI UI( :. III - l 12" PVC E IE= 1066E I - - - - - l I APN 7140600015 20.0' I MIN I�.I LLT Ell IE ro¢}6 i:.rv�(1 1D- LADDER N --- � - /- 1-. �I ,4IE-,D6 1 12"01slE=1091 i I 18th ST SE LOCAL RESIDENTIAL STW p}511 GTY11010-6112A RIM=1i1 68 _ 12" DI N 1E= ID918T0 EXISTING PROPOSED STANDARD DUTY � CONCRETE (ON -SITE) HEAVY DUTY Cfi 10 CONCRETE PER CITY OF PUBLIC SIDEWALK AUBURN STANDARD DETAIL 1-15 STANDARD DUTY ASPHALT C6.10 HEAVY DUTY ® e ASPHALT C6.10 PUBLIC STREET PER CITY OF PAVEMENT � AUBURN STANDARD REPLACEMENT DETAIL T-02 GRIND AND � PER CITY OF PAVEMENT OVERLAY AUBURN STANDARD DETAIL T-02 SIDEWALK BUFFER ] C6.10 ARTIFICIAL TURF SEE PLAY FIELD FIELD PLANS FOR DETAILS PER WSDOT CURB AND GUTTER CG STANDARD DETAIL F-70.12-04 PER WSDOT TRAFFIC CURB TC STANDARD DETAIL F-10 12-04 PER WSDOT PEDESTRIAN CURB PC STANDARD DETAIL F-10.12-04 INTEGRAL CURB IC 8 C6.10 FLUSH CURB FC 8 C6.10 PER WSDOT MOUNTABLE CURB MC STANDARD DETAIL F-10.12-04 SAWCUT LINE ------- CHANGE IN CURB O TYPE DETECTABLE PER WSDOT WARNING SURFACE � STANDARD DETAIL F-05 10-03 WHEEL STOP e 8 csao FENCE -X- —X— BASEBALL FIELD SEE FIELD PLANS NETTING GUARDRAIL-e—e—e— SANITARY SEWER o • � MH/CO STORM DRAINAGE MH/CB/CO SANITARY SEWER SS PIPING STORM PIPING ---D-- SD WATER PIPING W FIRE SERVICE PIPING F IRRIGATION PIPING I WATER 0 + Y N METER/FH/FDCNALV E/PIV FITTINGS THRUST BLOCKING � POWER VAULT PLAN NOTES 1 SEE LANDSCAPE SITE PLAN FOR DETAILS OF SITE FEATURES INCLUDING FENCES, GATES, BENCHES, AND PLAY EQUIPMENT 2 SEE FIELD PLANS FOR SURFACING OF PLAVFIELDS ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.363.2422 TEL 253.363.2572 rAx wWW.ahhl.com wE6 AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGSSuite 700 Suite N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET N%I(£ ou"om�Iiv16i w°0°rOarurw lw�ivs w n�im �pp°1'moro-�raw�is arw xrmwwrlxxesm ue°o wl�ms�rwwl�wopnoii PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. // DEV REVIEW ENGINEER: Gee DATE: 06/162023 OLYMPIC MIDDLE BURS SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB 1 . SCSTINLYI 11 • 5630 Dremnng Tma. PAVING AND HORIZONTAL CONTROL -NE Date: 5/03/2023 Drawn BY BJ$ Revised - Project No 16034.001 Stamp Sheet No. C6.4 ,g• �o � M lg" �10NAL � /03/20 of DATE: May 1, 2023 FILENAME.O:@022@2202]SMO_CIV\CA0122202]SSH-PAVE-CTRL.tlwg ARCHITECTS, P.S. el r1 I T 1 2 A 3" 1" HMA CLASS 1/2", PG 58H-22 PE2 „ HMA CLASS 1/2", PG 58H-22 ASPHALT TREATED BASE CRUSHED SURFACING 4(ATB) BASE COURSE PER CRUSHED SURFACING BASEW'SDC 9.03-9(3) BASE COURSE PER WSDOT 9.03-9(3) �\ \\\\ \\ COMPACTED / \\ \\�—COMPACTED 4"(MIN) /,��\ SUBGRADE To 96% 4"(MIN.) \\jam\��\�\/ SUBGRADE To 95S OPTION 1 OPTION 2 B NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95% IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER 3 INFORM THE ENGINEER WHICH OPTION IS CHOSEN FOR RECORD -KEEPING. C 1 STANDARD DUTY ASPHALT PAVEMENT SEE LANDSCAPE PLANS FOR .- 6, CONSTRUCTION JOINT LAYOUT 2 TOOLED JOINT 2%SLOPE MAX SIDEWALK AS n n PLAN NOTED ON D 6" UNLESS NOTED 1. n 0" WHERE NOTED FLUSH 0 0 0 0 0 0 PAVEMENT — III COMPACTED 8" SUBGRADE NOTES: 1 SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINT$CONSISTING OF W16"BY 2" PREMOLDED JOINT E MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS. 3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT 4 FOOT INTERVALS 4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES. COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING WALKS INTEGRAL CURB F` NOT TO SCALE REPLACE EX FRAME AND LID WITH FRAME AND GASKETED LID AS SPECIFIED BY KING COUNTY SEWER IF SIDEWALK 0.5' r 3.0'MIN ° o ° G .\\ \ ____________-------------- \ \ o J I 3 1 4 1 5 1 5 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON CLASS 4000 CEMENT to n< n CONCRETEPAVEMENT CRUSHED SURFACING BASE COURSE PER io WSDOT 9.03-9(3) COMPACTED SUBGRADE TO 95% NOTES: 1 DEPTHS ARE COMPACTED THICKNESS 2. DUMMY JOINTS CONSISTING OF 311W BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3 PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95% IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 2 STANDARD DUTY CONCRETE NOT TO UALE FRONT OF PARKING STALL CURB, PAVEMENT MARKING, OR PAVEMENT EDGE 3 1 SAND & CEMENT GROUT 1" DEPTH 3" MIN. NON -SHRINK GROUT (2)#3 BARS _ �41/2" DRAINAGE SLOT 6"MIN 2" CLEARANCE (TYP) I` (2) #6 BAR o 10" MAX NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS WHEEL STOP 6" MIN CLASS 4000 ` ASPHALT PAVEMENT CEMENT CONCRETE / FILL ANY VOIDS BELOW 6" WITH QUICK SETTING CEMENT CONCRETE DEPTH AS REQUIRED SSMH 1010-109 SECTION 8.02.02(G) & (H) OF THE 2022 COA ENGINEERING DESIGN STANDARDS, APPROVED 04/21/2023. mv APPROVAL TO INSTALL NEW CURB AND GUTTER WITH EXISTING SSMH WITHIN CONCRETE GUTTER AND WITHIN WHEEL PATH, WITH THE FOLLOWING CONDITIONS • REPLACE THE KING COUNTY SSMH FRAME AND LID WITH FRAME AND GASKETED LID, AS SPECIFIED BY KING COUNTY WATER TREATMENT DIVISION • INSTALL 6-FOOT DIAMETER COLLAR AROUND SSMH. MINIMUM CLASS 4000 CEMENT CONCRETE AND 6-INCHES THICK. FILL ANY VOIDS OR DISTURBED AREAS BELOW 6-INCH WITH QUICK SETTING CEMENT CONCRETE, DEPTH AS REQUIRED COLLAR TO BE POURED MONOLITHIC, WITH SMOOTH TRANSITION TO THE CONCRETE GUTTER 5" 2" HMA CLASS 1/2", PG 58H-22 3„ HMA CLASS . PG 58H-22 ASPHALT TREATED BASE CRUSHED SURFACING (ATB) BASE COURSE PER CRUSHED SURFACING BASE COURSE PER WSDOT 9 03-91 WSDOT 9.03-9(3) \\\\A COMPACTED COMPACTED 8"(MIN) �/i ��\SUBGRADE T095% 9"(MIN.) \\\/i\��\,�\`/ SUBGRADE T095% OPTION 1 OPTION 2 NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2 THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACTTO95% IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. 3. INFORM THE ENGINEER WHICH OPTION IS CHOSEN FOR RECORD -KEEPING. HEAVY DUTY ASPHALT PAVEMENT CURB TYPE VARIES r PER PLAN PER PLAN PAVEMENT SECTION F— PER PLAN MATCH I MATCH CURB J SIDEWALK DEPTH DEPTH 7 n CLASS 4000 CEMENT CONCRETE PAVEMENT CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) COMPACTED SUBGRADE TO 95% 0 NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2 DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3 PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. HEAVY DUTY CONCRETENOT TO 4 SCALE CONCRETE SURFACE WITH STAMPED CONCRETE SCALLOP PATTERN WITH SOLOMON LIQUID COLOR #489 DARK REDWOOD PER CITY OF AUBURN SPEC 5-08 PROVIDE A SUBMITTAL OF PATTERN FOR REVIEW TO THE CITY OF AUBURN BEFORE CONSTRUCTION 2" MIN ` SIDEWALK CRUSHED SURFACING PERCITYOFAUBURN TOP COURSE DETAIL T-15 SIDEWALK BUFFER 7 NOT TO SCALE I I I I w�om��iv16i w°IXYOArurw �rv�ivs w n�i m�repp°1Kmoro-�raw�is CURB & GUTTER AT SSMH 1010-109 NOT TOSCALE K PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 1 9 0 = TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wxay.ahhl.cam WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB s TACOMA SPOKANEI Suite 700 Suite 500 Drawing Title'. PAVING DETAILS Date: 5/03/2023 Drawn By BJS Revised - Project No 16034.001 Stamp `� 1, pt Sheet No. C6.10 10l /03/20 Of BLRB ARCHITECTS, P.S. DATE: May 1, 2023 FILENAME. Q:Q02=0275F10_ClV CAD12220275SH-PAVE-OTRL.dwg 1 0 91 IN F G J :1 n 1 2 1 3 1 4 1 5 1 B 1 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON I I I I I I I i P0.SIS CF BEARING 17th ST SE S69' 38 16'E 661-41' r411 [o RESIDENTIAL COLLECTOR Douge- 1 ' >'� IIIIIIIIIIIIIIII _ _ � 1 --------- ---- , 5 j szl — 1 819u6 COMMON _ 1_ 1 C704 r 1 = I 1 • = I I - A I1 18th ST kE LOCAL RESIDE+lAL o - N9Ata 9Ata 9Ata11 04M mcmilmr. I III 1 09Ata t111 9Aa 9Ata 11111111 Ems — � AHB 60 - _ ^ R 1 ' E:1 9689 .7 EV a 1 Id U_ 1 = = II 1 C — — 1 � xswltl z9 r891! Ixowwm L------ - � C7m2 C703 la I 7 1 8 1 9 N%IC£ w'u"9m�ii v16i w°—muri :a—Rwa s w n�ii. s�mru�sav wss 9a—i®�x'tio�mv urawlss+wlw�iimw— PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:aa l DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAx www.ahhl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA 150paciI �00700 Washington 98402 153.627,5599 BLREI Drawing Title'. SIGNING AND STRIPING INDEX PLAN Date: 5/03/2023 Drawn By BJS Revised- Project No 16034.001 Stamp ` 1, Q� Sheet No. tiOAx-�T ��~�49t 9� C7m0 �O eon@® 70RA1 � /03/20 or BLRB ARCHITECTS, P S. DATE: Apnl 4. 2023 FILENAME: O:Q02=0275N0_ClV CA012220275SHSIGN-STRP.dwg A B C 91 19 Fm F G J :4 T I 2 I 3 I 4 I 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON 1 I III II M2' - 11 II .L Lu z U) W = r W J U O L I: M2` IJ, 44 /" A ji160 NAIL AND SHER 63. J7J E 296 192. 80 EL108 J 14 ■ U ' PVC COMM TOP ELEV 108.0 (POTHOLED) Osl O ATION YED "Lg TE °PTOX,L LLTION c I I 11 .1 of °• 1 .__ __' 1 <I 1 1 P I T ° 1 •1 1 M I O 1 1 W • d W W i° 1 I N i I 1° • W I I I 11 1. L________ 20 1 5 5 5 aa'a •.' 20 MG 2 1 3 1 1 O 2 2 O 2 1 R24.00' 1 0 0 2 '.4. 1 41 0 0 0 o I An 4. gq q 3 5 6 1 .' 1 44 ,. ,-•s••a- 1 1 " ,.1> KEYNOTES: Oi PROVIDE FIRE LANE MARKINGS e C7.1O O2 END FIRE LANE MARKINGS O3 CROSSWALK LAYOUT PER WSDOT M-15.10-01 ACCESSIBLE PARKING SPACE LAYOUT AND SIGNAGE PER WSDOT M-17 10-02. PROVIDE OACCESS PARKING SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER PER WSDOT M-24 60-04. ONO PARKING MARKINGS PER WSDOT M-17.10-02 Ofi 4" STRIPE, WHITE UNLESS OTHERWISE NOTED OSTOP LINE PER WSDOT STANDARD PLAN M-24 60-04 OTHERMO-PLASTIC STRAIGHT TRAFFIC ARROW CZ 10 e OTHERMO-PLASTIC STRAIGHT & LEFT TURN TRAFFIC ARROW C7.10 70 THERMO-PLASTIC STRAIGHT & RIGHT TURN TRAFFIC ARROW 11 THERMO-PLASTIC RIGHT TURN TRAFFIC 4 ARROW C7 10 PAINT CURB IN ALTERNATING RED AND 12 YELLOW AS REQUIRED BY KING COUNTY METRO ffi LETTERING "COMPACT', 12" HIGH 14 SEE FIELD PLANS FOR PLAYFIELD MARKINGS, TYP INSTALL SIGN POST PER CITY OF AUBURN 15 DETAIL T-24 WITH SIGN R1-1 "STOP" PER WSDOT SIGN FABRICATION MANUAL INSTALL "NO PARKING BUS STOP" SIGN R7-107 ON SIGN POST PER COA STANDARD DETAIL 0 T-24. ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED. ANGLE 450TOWARDS DIRECTION OF TRAFFIC. INSTALL "NO PARKING ANY TIME" SIGN R7-102 ON SIGN POST PER COA STANDARD DETAIL 1] T-24 ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED ANGLE 45°TOWARDS DIRECTION OF TRAFFIC. 18 INSTALL BUS STOP SIGN AS DIRECTED BY KING COUNTY METRO SCHOOL ADVANCE WARNING ASSEMBLY. PROVIDE MUTCD SIGN S1-1 AND W16-9P 19 PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24. SIGNS TO BE FLUORESCENT YELLOW -GREEN SCHOOL ADVANCE WARNING ASSEMBLY. PROVIDE MUTCD SIGN S1-1 AND W16-7P 19 PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24. SIGNS TO BE FLUORESCENT YELLOW -GREEN INSTALL SIGN POST PER COA STANDARD 20 DETAIL T-24 AND RE -INSTALL EXISTING SIGN NOTED PLAN NOTES 1. SEE LANDSCAPE PLANS FOR SIGNS ON SITE EXCEPT AS NOTED 2. SEE LANDSCAPE PLANS FOR ALL FENCES, GATES BENCHES, TABLES, AND OTHER SITE FURNISHINGS. 3. ALL PAVEMENT MARKINGS ARE PAINTED UNLESS NOTED OTHERWISE. 7 I B I 9 N 0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET w'u"om�li v16i w°O�Onmuri 1a�wa s w n�il2 s�mru�sav ur a w 1ss+w 1w�iimw rlod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: F ems. DATE: 06/16/2023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 Norlh 301h Street, Sulle 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahhl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. Washington 153.627,5599 BLRBcom Drawing Title. SIGNING AND STRIPING - SW Date: 5/03/2023 Drawn By BJS Revised- Project No 16034.001 Stamp `� 1, pt Sheet No. C ■ m2 �O 803 1 L ]OVA� /03/20 or DATE: Apnl4. 2023 FILENAME: Q:@02=0275F10_CMCA0122202]5SHSIGN-STRP.dw9 BLRB ARCHITECTS, P S. A B C rJ E F G :I J :1 1 \ 1 1 1 1 1 1 a, 1 1V 1 1 1 1 1 1 1 2 O MATCH LINE - SEE SHEET C7 4 3 1 4 1 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. RURAL Ka I INTY, WASHINGTON Ito , 1 NUS .STOP.: . I 45774p . I a' o° APN v� I j KEYNOTES: ° u! i PROVIDE FIRE LANE MARKINGS C710 IF v a O2 END FIRE LANE MARKINGS CROSSWALK LAYOUT PER WSDOT M-1510-01 Q l ACCESSIBLE PARKING SPACE LAYOUT AND SIGNAGE PER WSDOT M-1710-02 PROVIDE O4 ACCESS PARKING SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER PER WSDOT M-24.60-04. 1 L 3 15 0 1 8 1 v OS NO PARKING MARKINGS PER WSDOT MA710-02 L S R V I O6 4" STRIPE, WHITE UNLESS OTHERWISE NOTED ° STOP LINE PER WSDOT STANDARD PLAN ° c> O M-24.60-04 a 19 O THERMO-PLASTIC STRAIGHT TRAFFICe / I ARROW C7.10 OTHERMOPLASTIC STRAIGHT &LEFT TURN r — — — TRAFFIC ARROW -10 / 1 I O THERMO-PLASTIC STRAIGHT B RIGHT TURN / I 10 TRAFFIC ARROW 4 THERMO-PLASTIC RIGHT TURN TRAFFIC e 1 11/1 � G 11 ARROW C710 I / I I _ IL 4�? 0 Ty� 00' V At ..I 19th ST ' 1 AP .I PAINT CURB IN ALTERNATING RED AND 12 YELLOW AS REQUIRED BY KING COUNTY METRO 13 LETTERING "COMPACT', 12" HIGH 14 SEE FIELD PLAN$ FOR PLAVFIELD MARKINGS, TYP INSTALL SIGN POST PER CITY OF AUBURN 15 DETAIL T-24 WITH SIGN R1-1 "STOP" PER WSDOT SIGN FABRICATION MANUAL INSTALL "NO PARKING BUS STOP' SIGN R7-107 ON SIGN POST PER COA STANDARD DETAIL 0 T-24. ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED ANGLE 4F TOWARDS DIRECTION OF TRAFFIC INSTALL "NO PARKING ANY TIME" SIGN R7.102 ON SIGN POST PER COA STANDARD DETAIL 17 T-24. ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED ANGLE 450TOWARDS DIRECTION OF TRAFFIC 18 INSTALL BUS STOP SIGN AS DIRECTED BY KING COUNTY METRO SCHOOL ADVANCE WARNING ASSEMBLY PROVIDE MUTCD SIGN S1-1 AND W16-9P 19 PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24. SIGNS TO BE FLUORESCENT YELLOW -GREEN SCHOOL ADVANCE WARNING ASSEMBLY, PROVIDE MUTCD SIGN 51-1 AND W16-7P PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24 SIGNS TO BE FLUORESCENT YELLOW -GREEN INSTALL SIGN POST PER COA STANDARD 20 DETAIL T-24 AND RE -INSTALL EXISTING SIGN NOTED PLAN NOTES 1. SEE LANDSCAPE PLANS FOR SIGNS ON SITE EXCEPT AS NOTED. 2 SEE LANDSCAPE PLANS FOR ALL FENCES, GATES, BENCHES, TABLES, AND OTHER SITE FURNISHINGS. 3 ALL PAVEMENT MARKINGS ARE PAINTED UNLESS NOTED OTHERWISE. 1 7 1 8 1 9 N 0 GRAPHIC SCALE 0 10 20 40 1" = 20 FEET w�om��i v16i w°O�Ormuri �a�wa s w n��2s�mru�sav wss ea ��a r �v urownosrw�w�iimwrod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: W4 DATE: 06/16/2023 ■ O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 Norlh 301h Street, Sulle 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM wwmahhl.Com WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. ijil Washington 984OZ ,. BLRBcom Drawing Title. SIGNING AND STRIPING - SE Date: 5/03/2023 Drawn By BJS Revised- Project No 16034.001 Stamp `� J, fir! Sheet No. Cl �O 803 1 TONAL � /03/20 or DATE: Apnl 4.2023 FILENAME: Q:Q02=0275F10_ClV CA012220275SHSIGN-STRP.dw9 BLRB ARCHITECTS, P S. A B 1 I 2 I 3 I 4 I 5 6 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON APN 8695600125 _ I HIDRANT 5556 b L � 1 BUSSTOP' . toH0977' -BIKE LANE fi (R1) 17th ST SE Thermoplastic 3 crosswalk RESIDENTIAL COLLECTOR: -- 100' . Thermoplastic —� -..r. ... _. 75, 12 P 4 AF I J04 1 P OHP C— - - - - — - - - - - - - - - _ 9 - - 16 ARROW LEFT 18 D E F G it J :1 / bS Z / 1 / - - - - - - - - ------ - - - - - - - / I t ® 1 I L _ I - I I — I I I I — I — _ II � — I I — I I � mob A _ III — 14 I I I I II - - - — _ MATCH LINE -SEE SHEET C7.3 v a v a v u v u 17 I I \ I 1 I ll I I BIKE LANE IIMUM) Thermoplastic 3 Thermoplastic crosswalk E -_ 41w�RAN - T 5T29 TOP `IGV Pr 6 YELLOW 1 Thermoplasltic a I 17 ARROW RIGHT l SCHOOL 1. 20 20 MPH 4 �I Lu rI N m yw a Y `g . I APN 7140600005 APN 714060DO10 I I rI I I o Ill I I I II I APN 7140600015 I v NEIGHBORHOOD v - 20 WATCH �° 18th ST SE LOCAL RESIDENTIAL I° ° i 7 1 KEYNOTES: O PROVIDE FIRE LANE MARKINGS e c710 OEND FIRE LANE MARKINGS OCROSSWALK LAYOUT PER WSDOT M-15.10-01 ACCESSIBLE PARKING SPACE LAYOUT AND SIGNAGE PER WSDOTMI PROVIDE OACCESS PARKING SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER PER WSDOT M-24.60-04 ONO PARKING MARKINGS PER WSDOT M-17.10-02 O4" STRIPE, WHITE UNLESS OTHERWISE NOTED OSTOP LINE PER WSDOT STANDARD PLAN M-24.60-04 OTHERMO-PLASTIC STRAIGHT TRAFFIC 3 ARROW C7.10 OTHERMO-PLASTIC STRAIGHT B LEFT TURN TRAFFIC ARROW C7.10 10 THERMO-PLASTIC STRAIGHT B RIGHT TURN TRAFFIC ARROW 11 THERMO-PLASTIC RIGHT TURN TRAFFIC e ARROW C7.10 PAINT CURB IN ALTERNATING RED AND 12 YELLOW AS REQUIRED BY KING COUNTY METRO 13 LETTERING -COMPACT, 12" HIGH 14 SEE FIELD PLANS FOR PLAYFIELD MARKINGS, TYR INSTALL SIGN POST PER CITY OF AUBURN 15 DETAIL T-24 WITH SIGN RA-1 "STOP" PER WSDOT SIGN FABRICATION MANUAL INSTALL "NO PARKING BUS STOP" SIGN 117-107 ON SIGN POST PER COA STANDARD DETAIL i6 T-24. ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED. ANGLE 45°TOWARDS DIRECTION OF TRAFFIC INSTALL "NO PARKING ANY TIME" SIGN R7-102 ON SIGN POST PER COA STANDARD DETAIL 17 T-24 ARROW TO POINT BOTH DIRECTIONS UNLESS NOTED. ANGLE 45°TOWARDS DIRECTION OF TRAFFIC. 0INSTALL BUS STOP SIGN AS DIRECTED BY KING 0 COUNTY METRO SCHOOL ADVANCE WARNING ASSEMBLY. PROVIDE MUTCD SIGN S1-1 AND W16-9P 19 PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24 SIGNS TO BE FLUORESCENT YELLOW -GREEN SCHOOL ADVANCE WARNING ASSEMBLY. PROVIDE MUTCD SIGN S14 AND W16-7P 19 PLAQUE AND SIGN POST PER COA STANDARD DETAIL T-24. SIGNS TO BE FLUORESCENT YELLOW -GREEN INSTALL SIGN POST PER COA STANDARD 20 DETAIL T-24 AND RE -INSTALL EXISTING SIGN NOTED PLAN NOTES 1 SEE LANDSCAPE PLANS FOR SIGNS ON SITE EXCEPT AS NOTED. 2. SEE LANDSCAPE PLANS FOR ALL FENCES, GATES, BENCHES, TABLES, AND OTHER SITE FURNISHINGS 3. ALL PAVEMENT MARKINGS ARE PAINTED UNLESS NOTED OTHERWISE. 8 N 0 GRAPHIC SCALE 00k- 10 2004�40 YF%&nr!"WEl 1" = 20 FEET N%I(1 w'u"om�Ii v16i w°O�Onmuri 1a�wa s w n�il2 s�mru�sav wss ea ��a r �v urownosrwlw�iimwnod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DEV REVIEW ENGINEER: DATE: 06/162023 O TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 99403 253.383.2422 TEL 253.383.2572 FM www.ahhl.oairweB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. Washington 984OZ 153.627,5599 Drawing Title. SIGNING AND STRIPING - NE Date: 5/03/2023 Drawn By BJS Revised- Project No 16034.001 Stamp `� 1, fir! Sheet No. CT4 �O e03 1 TONAL � /03/20 or DATE: Apnl 4.2023 FILENAME: Q:Q02=0275\10_ClV CA012220275SHSIGN-STRP.dw9 BLRB ARCHITECTS, P S. J A B C 01 E F G J :1 1 PARKING ® R7-801 R74801A SIGN AT VAN ACCESSIBLE STALL 2" DIA GIP SCH 40 PROPOSED GRADE AT FLOOR OF PARKING SPACE NOTE ------- SIGNS PER WSDOT SIGN FABRICATION MANUAL 2 I 3 I 4 I 5 B OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS N.W. 1/4 OF THE S.E. 1/4 OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST W.M. AUBURN, KING COUNTY, WASHINGTON SIBLE PARKING SIGNAGE BRIGHT YELLOW LETTERING 12' WIDE rI 4' BRIGHT YELLOW STRIPE 4" BRUSH STROKE t OR PAINT CURB YELLOW FIR LANE = NO PARKINGGGG NOTES: 1 PROVIDE 'FIRE LANE NO PARKING' LETTERING AT 50 OrINTERVALS 2. REFER TO AUBURN CITY CODE 10 36 175 FOR ADDITIONAL INFORMATION FIRE LANE MARKING 2 NOT TO SCALE STRAIGHT ARROW 3 NOTTOSCALE 8' NOTES 1. RIGHT TURN ARROW SHOWN. PROVIDE MIRROR IMAGE FOR LEFT ARROW. TURN ONLY ARROW A NOT TO SCALE 7 0 t NOTES: 1 LEFT ARROW SHOWN PROVIDE MIRROR IMAGE FOR RIGHT ARROW �STRAIGHT AND TURN ARROW J NOT TO SCALE w�om��i v16i w°O�Orimuri �a�wa s w n��2s�mru�sav wss ea ��a r �v urownosrw�w�iimwrod PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 0 0 TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 301h Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FM www.ahhl.00m WEB AHBL PROJECT 2220275.10 DRAWING REVISIONS AS —BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 BLRB TACOMA p. Washington 984OZ 153.,. BLRBcom Drawing Title'. SIGNING AND STRIPING DETAILS Date: 5/03/2023 Drawn By BJS Revised- Projed No 16034.001 Stamp `� 1, fir! Sheet No. C T 10 41803 yvp 44C1ael9® }' 1 rONAL � /03/20 or BLRB ARCHITECTS, P S. DATE: April 4. 2023 FILENAME: O:Q02=0275F10_ClV CA012220275SHSIGN-STRP.dwg OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS A PORTION OF THE NW 114 OF THE SE 114 OF SEC. 19, TWN. 21 N., RGE. 05 E. W.M. CITY OF AUBURN, KING COUNTY, WASHINGTON. LEGAL DESCRIPTION THE WEST HALF OF THE NORTHWEST QUARTER OF WE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP 21 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE SOUTH W FEET THEREOF CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2551381; AND EXCEPT THE NORTH W FEET AND THE EAST W FEET THEREOF CONVEYED TO KING COUNTY BY DEW RECORDED UNDER RECORDING NO. 5320849; AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF AUBURN BY THAT DEED RECORDED UNDER RECORDING NO. 20140822000318; AND ALSO EXCEPT THAT PORTION THEREOF CONVEYED TO WE CITY OF AUBURN BY THAT DEW RECORDED UNDER RECORDING NO. 20180618001025; SITUATE IN THE COUNTY OF KING, STATE OF WASHINGMN. SITE INFORMATION APN 1921059192 ADDRESS: 839 21ST PL SE AUBURN. WA 98002 COMBINED PARCEL AREA: 3.178,477 SF OR 72.968 AC. VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 7) PER THE CITY OF AUBURN, WASHINGTON. BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE KING COUNTY, CITY OF AUBURN (C.O.A) HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 1009-022 AND 1011-002 C.O.A. POINT NO. 10091 NI E-1298830.97 THE CENTER OF SECTION 19, AT THE INTERSECTION OF 17TH ST. S.E. AND H ST. S.E. C.O.A. POINT NO. 1011-002 NI E-1299276.56 THE EAST QUARTER CORNER OF SECTION 19, APPROXIMATELY 30 FEET OF SURFACE BRASSIE AT WE INTERSECTION OF 17TH ST SE AND R STREET S.E. PER SURVEY REFERENCE 1 UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FLED LOCATED MSIBLE EVIDENCE THERE MAY BE UTILITIES THAT EAST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTUTES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT UNES BETWEEN FIELD LOCATED SURFACE UTUIY FACUTIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS -BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE. AHBL, INC. ASSUMES NO UABILITY FOR WE ACCURACY OF SAID DATA. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. REFERENCE SURVEY 1. TOPOGRAPHICAL SITE SURVEY FOR AUBURN SCHOOL DISTRICT NO. 408. OLYMPIC MIDDLE SCHOOL, DATED JAN. 2017. BY CASCADE LAND SURVEYING. SURVEYORS NOTES RECORDED EASEMENT NO. 9210270767 FOR PUCET SOUND POWER & LIGHT COMPANY DOES NOT COVER THE EXISTING GUY WIRE AND OVERHEAD LINES LYING SOUTH OF THE NORTH UNE OF SUBJECT PROPERTY. SURVEYOR'S CERTIFICATE I. DAVID C. FOLLANSBEE. A PROFESSIONAL LAND SURVEYOR IN THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVISION IN MAY 2022 IN COMPUANCE WITH THE REQUIREMENTS OF WE SURVEY RECORDING ACT, CHAPTER 58.09 R.C.W. AND 332-1W W.A.C., AT THE REQUEST OF AUBURN SCHOOL DISTRICT. 09/16/2022 DAVID C. FOLANSBEE. PLS 45161 DAZE CONCRETE MONUMENT IN CASE W/ BRA55 DISK S88.33.21 Y1 0.30' OF N N.E. CDR. W. 1/2, N.W. 1/4, CENTER SECTION r S.E. 1/4 SECTION 19 CONC MON IN CASE — — — — — — — J L — — _ _ — — J (MON NOT MARKED, W/ BRASS DISK & PUNCH IinI I APN 8695600055 USED 2' X 2' NAIL STRADDLES) CITY OF AUBURN ID. /165 APN 3920900225 APN CITY OF AUBURN LD. 111010-023 N 110220.76 " APN 3920900110 869MOO125 N110216.57 —E 1296630.97 L - )--- El 297292.07 __ BASIS OF BEARING 1 SET36' 16"E 661.4Y (R1) 17TH STREET SE _ 0' IVDE fqr!!-OFwAYI — cwwrvlc SCALE (8 — —__� 57406' EST38' 16"E U 40 80 160 FEET -—_----- APN 5001700005 R=184 50'52 ---� L-2202' A=903923 1"-an FEET R=14.50' APN 5001700007 — I APN 7140600005 L=22.94' EASEMENT FOR MAINTAINING ASPHALT PATHWAY, ASSOCIATED SIGNAGE AND OTHER IMPROVEMENTS 3' PUBLIC AND PRIVATE�� REC. NO 200BO51,t0O21S8 UTILITY EASEMENT N3 ' SYE REC. NO 20180808OW671 I APN 7140600010 APN 5001700010 163.79' 52� IIII I I APN 7140600015 y�VARIABLE WIDTH PUBLIC AND PRIVATE UTILITY EASEMENT IIREC. NO. 201808DB00De71 I 1STH STREET SE II 1 (W ME FAGIPGP WAY) APN 1921059135 SHEET 2 m AHBL #160 NAIL AND WASHER APN 7140600205 EE1296892.6680% ELEV: 10877 I r------ IIAPN 7140600210 I I I I I I------- APN 1921059119 ^I II\ APN 7140600215 ____________ NI - 19TH STREET SE I OLYMPIC MIDDLE SCHOOL - 19TH STREET SE AUBURN DISTRICT NO. 408 I� !80'IDE HCYiT-011i (45'w1�E Fp(3'fT-oF-WAn APN 1921059192 3' PUBLIC AND PRIVATE UTILITY EASEMENT n REC NO. 2018080B000671 o o APN 4223400010 I I APN 7140600265 APN 4223400020 W 3 AHBL /155----19L 1 NAIL AND WASHER WATER MAIN EASEMENT EIN 1091 426964 REC. NO. 20190618001164 APN 7140600D0 3.48 LU APN 4223400030 I W I I 1 r" r y - -___� I I I I �' r60' Z I I I I APN 7140600275 APN 422340004E - — — SHEET 3 J- - i I ` � 20TH STREET SE APN 4223400050 !�' WIDE RfO'IT-OF-wA17 I L\ I In i I EASEMENT FOR MAINTAINING ASPHALT PATHWAY. ~ - ASSOCIATED SIGNAGE AND OTHER IMPROVEMENTS I LU APN 7140500155 REC. NO 20080514002188 W WATER ASEMENT APN 1921059260 I I _ 1 REC. NO. E 20210702001257 1 22. REC. NO. 2018 15 I N2' 45 40"W 56 66' APN 1921059024 I a86'a9'a2" R=14 50' Pet J VI i — 1450100010 APN 'I APN 2285140000 1921059157 I I I r1� I APN 7140600160 R=1450 L=22.62 WATER EASEMENT \ I pp165 REC NO. 20210702001257 \\lIr'I L r1 N89' 35' 22^W 578 42' — _ 21ST STREET SE N89' 35' 22V 66128' (R1) NAH4BLEmorrNmy/f-0FwAY) — - -- BRASS DISK IN T r6 SE MONUMENT CA-'--"— APN APN APN l APN S6fi5'34"W 028' 1921059125 1921059255 1 1921059272 1921 PH, LEGEND 19 CENTER SECTION 51 MONUMENT AS NOTED A SET NAIL AND WASHER 1 OF i m OlDom TACOMA • SEATTLE • SPOKANE -TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.3153.2422 TEL 253.383.2572 Em w ahblmrn WEB Pro Hatt Title. OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS Client AUBURN SCHOOL DISTRICT NO. 408 915 4TH STREET NE AUBURN, WA98002 JEFF GROSE Jab No. 2220275.50 Issue Set & Date. JULY 20.2022 09/16/2022 u QF 8 - UPDATED BOUNDARY AND BASIS OF BEARINGS NOTE 09-12-2022 Revisions. Sheet Title BOUNDARYAND TOPOGRAPHIC SURVEY Designed by, Drawn by, Checked by, FS OF Sheet No. SV1 1 of 3 Sheets OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS A PORTION OF THE NW 114 OF THE SE 114 OF SEC. 19, TWN. 21 Ne, RGE. 05 Em W.M. 0 CITY OFAUBURN, KING COUNTY, WASHINGTON. GRAPHICSCALE 0 15 30 60FEET l8 STCBy952 RIM=112.99 �J I STCBM505 RIM=10].27 2\\p 321 \\0 STMII RIM=113.49 ° ° P\\3\2 162'PDI 9IEE 10968 12- PVC W IE=102 ]] \ 1.=30 FEET STCB,9504 RIM-108.95 ° STCB#503 RIM=109.04 24' PVC W IE- 104.59 I APN 8695600055 S11AH/856 RIM=113.68 SSMII RIM=113.32 STMH1806 RIM=10]J8 12' PVC N IE- 106.94 12° PVC W IE-106.10 12' PVC N IE= 108.59 - L 24' PVC W IE= 106J8 12° PVC CENTER OF CHANNEL- 103.82 12" PVC N IE=104.0] APN 12' DI NE IE= 109.29 LADDER NE SSMH850] RIM-1OJ.40 32° PVC W IE-9 5° \ 8695600125 24° PVC E IE= 104.59 LADDER NW SSMH 54 RIM=113J5 12" PVC I 12" PVC N IE-102.39 /I -^.,1_ 2° VC SE IE= 108.89 STCB1f850 RIM=11268 fi° CONIC WALL N-S 24" c'160Nc CENTER OF CHANNEL= 1 CENTER OF CHANNEL= t02J0 32° PVC E IE=99.08 APN 3920900225 APN 3920900110 1 P ° LADDER N 0 45 12° PVC S IE-1 I S 12' PVC S IE= 106.29 0 12° PVC W IE= 11038 STMH,f85] RIM-113.63 LADDER BE LADDER SIN rWALL I 11320 12' DI N IE= 109.53 45 �34 55 55 (- __. __ _ _ i� 24" P E IE= 10653 --- 12" PVC SSMH8509 RIM=106.9E ®° - -- ----Q - - - - --------�-- - _ - -- �18° P S IaADiDER E ro - 11D 111 - 112 CENTER OF CHANNEL-102.48 ---W-�-W-----W-----W--- ___-- _- W __W_---_W-_---W----W--_�-W_-- M_= SSMH#855 RIM=11NC- _--113.-- BIKE LANE i Y Yi- BIKE LANE W W D-----D-----D ----D D---- - - BtRE CENTER OF CHANNEL=103.64 I-D-----D-----D_---}-p-----D--T--D-----D-----D-----D-----D-- --D- -_ SSMII RIM=113.2] SSMH/855 IM CHANNEL- -J- I 24* R ----S-----S - - I - - - - - - - - - - - - - - 12' PVC r _ - LADCENDERSE OF CH 84 \ 1 1 \ \ CENTER OF CHANNEL- 103.07 - - tt �� �- Oy - )O`\ '711 ]1� JJ LADDER S ----$--- yj--_�'�5---_- J STCB,p846 RIM=112.86 SSMHW5OB RIM=ID7.05 S-----5---- S -5----S-----S-----$----S----- _-)Oj $-----$--- -$-- S_12"PVC WIE-10B.91 _--$----W-B4 12' PVC \ \ _.. _ 1 CENTER OF CHANNEL- 95.25 ��`\ � - --=113 - 0'39 23 n 5]406'-589'38 1WE---- --- - tA3 ---- E R 450' 1 STCBy513 RIM=10Z18 T ° --- - -mk1F� ---- LI22;94' .�- °N $3" ° 12' PVC W IE=10L52 ° ° ' h n ° STCB/501 RIM=109.fi] °\\° o illy X _ ,1�A \ JJ I ° \ SSMHN862 RIM=1133] r 3 STCB 58 RIM=112.69 - APN SOOD00005 ° 1Y PVC N IE=101.53 ° X SSMH 500 RIM=111.18 T \1\\ 2. 1 \ 12" DONA W IE= 107.17 LADDER E n n 12" PVC N IE= 10545 F °\ / \ 12" PVC W IE= 108.27 a-8]VO'52' `rU� ?ADDERC BCENTER OF CHANNEL= 100J9 \ ° STCB/84] RIM-113.45 ( 12" CONC S IE- 10J.Z7 6Tp STCB4'511 RIM=10J.10 \ 12' PVC N IE- 106.35 LADDER E (ABANDOdED) n / STMH 59 RIM=113.00 R=14.50' BLEACHERS 92 0 \ 6 12' PVC E IE=103.86 I _ I STMH#v02 RIM-10999 \ 1 12- PVC E IE= 106.35 1\3 \ La°1°•-----�.M3 12" PVC W IE= 109.]2 12' PVC S IE-103.55 L�22'02 (/- c X- 32" PVC W IE=101.04 12" PVC SE IE= 10612" PVC IN IE-102.91.25 SIMH89fi1 RIM-11331 18" PVC N IE= 10925 --------- I \ ° °1p94\ 1093332"PVC EIE101.00 o\p96\ l o\°y5 i�\\\// X 99 \ 10°GONG WIE=106.911 Nb 18"PVC S IE=109.15 \ ° ° 12" PVC S IE=10491 °O°� I I \\x \ 10" CONC S IE- 106.96 30'`� I LADDER SW STCB9512 RIM=1o].54 J I LADDER SW ° 9 ° (�"} 1 I \ / 3 T I o.,\\2 \\\ I \�g5° \ SSMH9883 RIM n 60' STCBW660 RIM-112.62 12" PVC N IE-10376 / 1 \�' / -L5T 24 I 12" PVC S IE-103J5 I I o\0 \ 1 / 5 \ CENTER OF CHANNEL a"1 OL23 I 12' PVC E IE= 110.32 ,n III °\OE 19 \�6\ / I / m \ = /�I19��\ o\\ \\ \\4 �., p6 LADDER NW I �b APN 7140600005 APN 5001700007 I I \ \i o Og 48 \0g 59 p0 / o1\r �6 \ ; / 1 °\\4 \11�'°'0 1 p9 943 6H / A /40' 1 V ° I 1 I h l I �\ ° ° e ° NOR AS °\\Osz °\\O6 / \\j o9 /V��� I °\\,y3 Y STCB8fi93 RIM=10]40 .e P I BLEACHERS \\ o\\� DIRT INFIELD \ ( o \\xj BLEACHERS ° I /�; M36 I _n3 STCBYB65 RIM=112.71 12" PVC N IE=10381 O e I \� J IJ) ° ° ° ' I I 12' PVC W IE= 109.51 �:'�26"/28" 3 LIi I ° / \ 0\0 \ ° p9 ° 0S.50\ \' J\ \ DIRT INFIELD ° - ° UTILITY EASEMENT °1\- - ° W 3 I \��"\ 0 2�\\ X 3' PUBLIC AND PRIVATE 43 � n X O 40 5\ o \ REC. NO. 2ma0ao80006]i I f II I I \ \ NOS, °q 94 - 114 EASEMENT 0 ob/I W II I II PATHWAY, ASSOCIATED S,ICAAGETAINING PHALT \ \ ° °° 03 \ 0°° a\ 0\ \\o ��.��� \ \\p3 \�`�� _ of I �j0 s 9 r o e p�f W AND OTHER IMPROVEMENTS \ I o I I ° o Y 2 - 18? PVC IE- 108.91 4� - I W 3 L REC NO 20GS0514002l88 \ Q1 3 ,,NO 111 °e �Ig bl I I 00\3 \ \\ / " `\ ie' avc S IE= 10088.si /°a o NI \ APN 50017NO10 1 1 o°'10,• OJ £ °I I III / 1 o196x o\ 042 °\p0�4 \\ T \$\ \ ATHLETC FIELD I // / / \•JJ /� Aga / - / ., APN 71406ON10 ld°a 2 IIIII I I v °o93e vv �5.y4\ 1 lU I� fo o. , • Z CnII I \\S Ca Ill g1B 1 \ I °\'\ `A;\ / 48AP`1 I y \ ,29x o 1.4 I Il \pe]s a ° OLYMPIC MIDDLE SCHOOL I IBx6 1 p Y 52' o I-22' ' oes3 / \ '� AUBURN DISTRICT NO. 40B I I I \%\\ 3 I� - _ - _ - _ - - - - e°o I ° °\ \O9/ 45 \S APN 1921059192 I I I \\ o I.o-I.e W.° III II �L_ .\p9T1 JJ °`\06° ] / \ ps5_-1u= o'Iso 141 I I \� o� a\0 ;\\>°1 le\\5°5 �- Aal J Id I`r`r l 3 I. le • I ]I I `r \ 1 I 4 WALL 9�� III l l I STCBN4563 RIM-112.24 +.LJy/IE= 108.34 STCByt]58 RIM =107.12t2' PVC E IE= t08.54 12" PVC N IE= 103.22 066 9OR \ \ I 18- PVC S IE= 108.44 o b °Q 12' PVC S IE= 103.27 0\0 \ 0 0 °\0q 34 90 60 \ 9 �\ �` 1 \� I 1 �/ \� a 09. \S \0g9 Og 93 \09' °\\050 I °\\1? I R2'I 1 O ° I VARIABLE WIDTH PUBLIC AND \ \/ '� ° / / %- _- 144 4\ "` STCBX4564 RIM-112.09 - - - - 0 0. ° PRIVATE UTILITY EASEMENT \ \ I ° 12" PVC E IE- 108.89 l I 4 REC. N0. 20180808000871 $ \ \ 0 o ADS \ l / ( o Ai 2� M2" 'l 1°65 °\p6? \9615 q\0 Ox \ AAA I 11 APN ]140600015 •I. I o 1O \0q. g34 A5 S 4 \ FF=111.68 `L>1 ip 9 I siMH 3623 RIM=112.06 STCB/22]5 RIM=10J.94__------� °\0 10q. 0902 \ // \�' \ n �/ 1 12" DI W IE= 10856 'Q ° 6" PVC W IE- 105.84 \ ° o \\05 \)L- 1 WALL I 18" PVC N IE= 10836 e t I�I \ 6" PVC E IE= 106J4 \-1Og--\ ° \\0 i0\3\ I / d I,I I '\ 13" DI E k S IE- 108.36 If i� II •- .�to O-TJ..�er-.0 x �- X / SSMH#10034 RIM=10988 \ \ f l F I ° LADDER _ o ° . e d- .y. ° o 0 0 0 . e o o • e ° . a o ° . ° o o . e o . e o ° ° �y o Xd X \ 12' CLAY CENTER OF CHANNEL= 104.18 STC8�3622 RIM-111.64 1 `$e o e.erg .e oo-e .00.a .00.e .op.a .op'a .00'a .Cp \ \ 8'CONCS x,STCBo 2]] RIM=108.16 a •-+ ° ° \e • 11G W \ A 12 0I E IE- 109.14 ^\ w------------ d I MZ O: a 4= ate. ° n O ° n ' O ° < \ I �' I b ° ° �- STCBR3624 RIM-111. I� I I 6" PVC EIE- 105.]6 - . I� ti5° %✓ 18" DI W IE= 108.51 e p� \ o'° o o'e ° ° • oo ° o° PLAYGROUND' STCBW5]14 RIM =109151 Ta \\ \ A t--Dr-- 12" Of SUE=109.01 STCBd1C RIM-108.20 - I.e II 1 I -- - - o o . e 1 8" DI W IE= 10635 \ 50 \ 8' CONC E IE= 105.95 SLIDING GATE �J R r e \0 'I I 12' PVC S IE= 105.]0 � ° 0 I JP X° \ STCB/W IE RIM=108.45 \ - - I 1j0 P \4'DI WIE=10].30 Wllll 1-_ S8THOSTREET SE ' t- \o6x5 \o63q \05S0• DI N IE= - 20 \ - I �X\ --s c b I !aa AIG*ff F-wan �9I -�D C,-o -- D m i \ -X�X-A 3 3 / 52C DI N IE= 109.18T0 • I I T I x STCBA22J4 RIM-1°8.52�- ° - $ 1 °\\06 \\yam P38tt RIM=111.68 ° M3" ST PVC N IE- 104.21 8' PVC W IE- 106.62 O ° e CONTAINER - W� - -� 1 PLAY AREA I °6x --i -J G %-�' APN 1921059135 ° 12' PVC E IE- 104.21 8' OI S IE- 106.52 ° e ° • -°- I ° o 8 I / ° ° •• \ I 12"mPVB55 IE9 1104.211 8'6DI°E IE- 106.67 6 o - - - \ II \ ,' b I / / �. ° .-°------------- x ° ° F STCB*1755 RIM-107.75 - d S\ / I o- a dd 12" PVC N IE= 104.95O 3 12" PVC E IE= 10440 40 -�o A ° III I o A V", i 3�124.5] %]RIM-108.60 -ROOF0�ROOF=125.22 X-x-xoSTCNIE-10.D b r I q o LEGEND a BOLLARD ❑0 POWER TRANSFORMER Q POST INDICATOR VALVE ----? - UNKNOWN UTIUTY LINE o MAIL BOX E-- MY ANCHOR III WATER VALVE - - - - - D - STORM LINE .a SIGN AS mom O UTILITY POWER POLE ® WATER VAULT - - - - -S- SEWER UNE W- WATM 0 UNKNOWN VAULT 0 JUNCTION BOX CONIFEROUS 1REE AS NOTED - - - - - G - GAS ONENE ® GATE ® POWER MANHOLE - - - - -P- ELECTRICAL LINE 0 SCO - SANITARY SEWER CLEANOUT © POWER VAULT - DECIDUOUS MEE AS NOTm - - - - -T- COMMUNICATION LINE Q SANITARY SEWER MANHOLE A LIGHT POLE - OHP - OVERHEAD UTILITIES LEFT TURN ARROW -•-•-x-x- PENCE e p STORM CLEANOUT STORM CATCH BASIN O © COMMUNICATIONS RISER COMMUNICATIONS VAULT STRAIGHT ARROW ASPHALT 0 STORM MANHOLE CONCRETE (J FIRE DEPARTMENT CONNECTION YARD DRAIN A FIRE HYDRANT GRAVEL 0 ROOF GRAIN IRRIGATION CONTROL VALVE o CABLE RISER ® WATER METER 93 GAS METER ® WATER MANHOLE w GAS VALVE A'S i m TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.353.2422 TEL 253.383.2572 EAY wwimahbl.com WEB Pro Tact Title. OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS Client, AUBURN SCHOOL DISTRICT NO.408 915 4TH STREET NE AUBURN, WA98002 JEFF GROSE Jab No. 22202]5.50 Issue Set 6 Date. JULY 20, 2022 09/16/2022 u A Revisions. Sheet Title - BOUNDARYAND TOPOGRAPHIC SURVEY Designed by, Drawn by, Checked by, FS OF Sheet No. SV2 2 of 3 Sheets _ , �j 1 STCB#1760 RIM=108.08- 120 PVC E IE= 104SS STCB#1761 RIM=108.40� 12" PVC W IE= 104.50 12" PVC N IE= 104.45 8" DI E IE= 104.40 12" PVC S IE- 104.40- 12 `V Li°t-1'4.01 STCBJ1763 RIM-109.25 iT PVC W IE= 104.75 12' PVC N IE= 104.75 12" PVC S IE= 104,75 APN 1921059119 I e OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS A PORTION OF THE NW 114 OF THE SE 114 OF SEC. 19, TWN. 21 N., RGE. 05 E. W.M. CITY OFAUBURN, KING COUNTY, WASHINGTON. 4�1 f---p p-----p ] I d I STCB 1768 RIM-107 64 �09 0° DI W IE= 103.49 1 0" DI E IE= 105,39 ' 0" DI S IE= 105A4 b l III 1 GL� 36,.0 L III----W-�.---Vl I VVV `x II I R METAL RAIL III tl �q � 1 I I 1 IN INACCESSIBLE -Ip - I P i' S I11, M2" IIµ` i` III P ❑ III I JJJ M2.. J Yd 72 STCB#1764 RIM 105.52 12" PVC N IE= 10505. F IIr I 12" PVC S IE= 105.4747 �` I I I n395:,� STCB,1766 RIM=11135� 12 DI W I1 106.15 t- 12° PVC N IE- 105.95 k E & S CAPPED LADDER E 19TH STREET SE - (46' HUE F CWroF-wan APN 4223400010 STCB#2535 RIM=112 12" PVC W IE- 109. 12" PVC N I1 112.i APN 4223400020 APN 42234000M I Ip G -M F- -$ LIU 01, X 3 IOU W W Iy Z LEGEND e BOLLARD ❑0 o MAIL BOX E­- b SIGN AS NOTm O O UNKNOWN VAULT 0 ® GATE 0 SCO - SANITARY SEWER CLEANOUT Q SANITARY SEWER MANHOLE YC O STORM CLEANOUT O 0 STORM CATCH BASIN ED 0 STORM MANHOLE IN YARD DRAIN A O ROOF DRAIN o CABLE RISER 93 GAS METER w GAS VALVE -L STCBVC W RIM 107.21 \ 12" PVC W I1 107.21 \ 12" PVC N IE= 107.21 \ 1 Y\ \ � 1 I o � STCB VC W RIM 107.39� STCB 3172 RIM=111.30J 12" PVC W IE= 107.59 # 12" PVC ry IE= tOZ59 12" PVC W IE= 10825 n-P -- -- u-'� STCB#31Do RIM-11142 •11114 12" PVC W IE= 10792 STCB#3171 RIM=111.40 105.84 12" PVC N IE= 10797 12" PVC W IE= 108.25 105.79 CAPPED 6" PIPE LSTCB#2735 RIM=11202 120 PVC W I1 105.72 12° PVC N IE= 105.52 12" PVC - - - - - - - - - - - - - - - - N 1 107.62 I LADDER E R MAINTAINING ASPHALT I SOCIATED SIGNAGE AND 30514 00 90514002188 I POWER TRANSFORMER WY ANCHOR UTILITY POWER POLE JUNCTION BOX POWER MANHOLE POWER VAULT LIGHT POLE COMMUNICATION$ RISER COMMUNICATION$ VAULT FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER WATER MANHOLE / WATER MAIN EASEMENT / REC. NO. 20190618001164 4 POST INDICATOR VALVE - - - - ? - UNKNOWN UTUTY UNE III WATER VALVE - - - - - D - STORM LINE ® WATER VAULT - - - - -S- SEWER UNE W- WATER UNE CONIFEROUS MEE AS NOTED - G - GAS UNE -P- ELECTRICAL UNE DECIDUOUS 1REE AS MOM -T- COMMUNICATION UNE OVERHEAD - OHP - OVERHEARHEAD UTILITIES 4 - - - - LEFT TURN ARROW •- FENCE STRAIGHT ARROW ASPHALT CONCRETE GRAVEL / I / 14 - SEMH#3620 RIM: 24" 4TER OF CHANNEL= 12" C DI W IE- 108.70 " DI DIS IF 108.6TE IE= 1263TO _ ar; 8 4 f03C0"T I I , C34" I o I Ib II 3b 0 2 v4b/18" n I C 18j STCB#3 ^ 3:;8"01 h _ 1 III 1; Ib I -W I STCB#3640 RIM=11 12' DI E IE= 10 24.. T---D /� STCB#3626 RIM=n0.17J 12" CPR W IE= 106,87 0 STMH#3544 RIM=110,7 24" CPR W IE= 102.4 12" CPR N IE= 102.1 12" CPR E I1 107.9 3' PUBLIC AND PRIVATE 3. UTILITY EASEMENT J 1 - REC. N0.20180808000671 STCB#3643 RIM=110.97--� �- -12" PVC W IE= 107.97_ _ 12" DI E IE= 107.37 SSMH#3701 RIM=111.77-,�' 24" COME CENTER OF CHANNEL= 106 07 LADDER E I APN 7140600205 -STMH#3617 RIM=111.60 12" DI SW IE= 107.90 120 DI W IE= 108.10 8" DI N IE- 107.90 8" DI S IE- 107.90 LADDER E -STCB#3618 RIM=111.13 8" DI N IE- 108.73 �STMH#3619 RIM=111.68 alp DI SW IE 108.48 8p GONG NW IE- 108.53 8Pp GONG N IE= 108.48 12" DI HE IE= 10818 10" CONG E IE= 10848 �SSMH#3616 RIM=111.85 ? 5A CENTER OF CHANNEL=105.48 LADDER S APN 7140600210 - - - - STMH#3613 RIM-111.18 iH 12" DI W IE- 107.58 -{" - 12" DI N II 107.78TO LADDERDI S IE= 107.68 19TH STREET SE t4To'mBEmcHror-wan -- WH#3641 RIM-110J0 DI W IE= 106.60 1" DI N IF= 106.60 ° DI HE IE= 10710 P PVC S IE= 106.30 ODER E #3512 RIM-110 43 11 N I1 107.93 APN 7140600265 SWHI3642 RIM=111.29 12" DI W IE= 106.49 18° PVC N IE= 105.49 18° PVC S I1 105.39 LADDER W- - - - - - AN i TACOMA • SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 200 Tacoma, WA 98403 253.353.2422 TEL 253.383.2572 RAY www.ahbLoom WEB Pro iect Title. OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS Client, AUBURN SCHOOL DISTRICT NO.408 915 4TH STREET HE AUBURN, WA98002 JEFF GROSE Job No. zz V5.50 Issue Set 6 Date. JULY 20.20n 09/16/2022 u L A Revisions. Sheet TlOe- BOUNDARYAND TOPOGRAPHIC SURVEY Deslaned by, Drawn by, Checked by, FS OF Sheet No. SV3 3 of 3 Sheets 7 2 3 4 6 8 7 8 9 J - OU 111. CALL I '. (• �F SWI G_ GATE. v -40 p ,i- ��I r ROLLING GATE F 2.6 CONTROL NETTING F-2.6 SWING GATE •. 1 b G 0 �-T SINGE I ° 1 (TYP.) (TYP.) x.r - •' - - 1 1 1 - BLEA HERS WIDE SING E 1 • A .. SWIN GATE t 1 I I BASEBALL \ "`I r O 3 ••si SINGLE °1 ..SHOT PUT - G 7 3 ! F- '8 - OLt1N - - -- - -2.7 5' OPENING BACKSTOP L N SHEET F-11 __ urouT F z.6 - - -'� -- - J s' 4, \ A , a + : M T HLI E OS E -112 I SINGLE / �'1 CONCRETE - -. F-2.6 "B EBALL S GEEING GATE / � 1 \ D OUT 1 P I I ,. CURB \ \\ \\ \'\ . ° sJ 20' 2x10' WIDE / 3.5' HT. CHAIN ° z WEST TRACK 8-42" LANE 400M RUBBERIZED / ( ) v I DOUBLE ROLLING F-2.6 LINK FENCE SECTION RUNNING TRACK OVER ASPHALT DOUBLE SWING F-2.6 ,t \ \ \ \ \ \ \ \ BL1iACIlERi \ \ \ \ \ \ \ \ GATE COMM BOX IN o " SYNTHETIC TURF - 0 HEIGHT CHAIN \\\\~\\\`\l\ F-2.5 o F-2.3 F-2.1 i - -$.16 YLINK FENCING - - ------------------- - - - +. F-2.6 (Ty 'I \\ \� \\ \ \\ SDCB-1 - -________________________________-__--- -`' •- C �E PAVING \ \ \ \ SLOT DRAIN �'� A \\\ \\\ CATCH BASIN �� CON RE G l \ ��� SLOT DRAIN ��\ () 4 \ 1 5 i 5 SDCB-2 7 SYNTHETIC TURF TRACK SLOT DRAIN �J ° SEE L-SERIES F-2. \ p B ��' 3 SHOT PUT \\\ (TYP.) SLOT DRAIN EDGE ANCHOR AT (TYP.) F-2.2 ° Ia I LANDING CB-F7 F-2.2 CATCH BASIN SYNTHETIC TURF EDGE 1 F_2q F-2.3 NUMBER r SHEETS FOR JOINT o I TYPE 1 ATCH 4 ANCHOR AT SLOT DRAIN F_2.4 \ I PATTERN \ F-2.2 / SLOT DRAIN \ O o F-2.1 AREA (TYP.) �// BASIN WI H TURF F-2.2 (TYP.) � I (TYP.) SDCB-3 \\ 10' HEIGHT / COVER SLOT DRAIN \ Ll t END OF 6' HEIGIi / + , 5 \ " .1 ` CHAIN LINK 3 CATCH BASIN \ FENCING BEGIN 10' FENCING + 1 HEIGHTFENCIN m (TYP.) / +++ --2.5 \\ r / RUBBERIZED °' 1 / +++ \ S + + CONCRETE P VING I N + + UNDER RUB RIZED m I '( SURFACE m F- . / / LANDING PITLONG WITHF- SLOT DRAIN \ / \ 2 6 TRIPLE JUMP 5 SDCB-4 \ I I $ ;5 EDGE / SURFACING / O SYNTH IC TURF INFILLED SYNTHETIC TURF FIELD WITH \\ EN d 1 II \ -2. SAND CATCHER 2 2 CATCH BASIN l 1 3 FOOTBALL (160'x360') SOCCER Alt F-2.12 CONCR TEH�URBT \\ I F-2.4 F-2.4 (195'z345') AND UNIFIED LACROSSE 1 II o (180'x360') MARKINGS (TYP.) C 1 t °\ // SYNTHETIC TURF EDGE o l 1 LONG JUMP/ 1 1 ANCHOR AT SLOT DRAIN =I=.1 I 1 6' HEIGHT (TYP /� -2.1 T11PLE�YOUT� OOTBALL 2 F-2.1 F-3.1 i����� T (TYP.) \ LINK FENCIN /I F-2.11 /� F-2.6 (TYP. Ij OAL POST 6 SOC ER GOAL I F-2.11 ANCH R (TYP.) CB-F2 F-2.11 TYPE 7 CATCH o o li POINT 0 UMEN7 o SOUTH I HIGH JUMP BASIN WITHCTURF OVER I 0 SECTION II I F-2.5 III NOSECTION CK d °mmm,F 2.3 II RUBBERIZED 1 \ SURFACING 1 I I o f 2 RADIUS POD D 5 1\ SOCC R GOAL 6 F 2.11 MONUMENT il) o� w� I •';+ AgCH R (nP.) F_4 71 \TJLIFICLED SYNTHETIC TURF FIELD WITH 2 GOFOOTE AL P ILL ST C - \ TREJ•!CH RAIN \ FOOTBALL (160'x360') SOCCER F-z. P) \ / \ 10' PO TABLE 2 (195'x345') AND UNIFIED LACROSSE 8 Y I I \ CONTR L NETTING F_Y 5 (180'x360') MARKINGS RUBBERIZED I p SURFACE EDGE F 2J3 2.1 F-3.1 \ 3 CONCRETE \ I -1 ' \\ F-2.4 CURB _ ��'7 \���=J { `I� / \ I SYNTHETIC T RF EDGE 1 5 SDCB-5 / I b, e ANCHOR CONCRETE F_2 q - SLOT DRAIN / N 5 RUBBERIZED " \ CURB (TY.) F-z.2 CATCH BASIN E SURFACE EDGEMIMI t / I e 1 SDC-8 \\ TYPE 1 ATCH 3 I I ° BASIN WI H F-2.5 SYNTHETIC TURF EDGE 1 /T\ I \ 'N SLOT DRAIN �� I TURF CO R SLOT DRAIN 4 ANCHOR AT SLOT DRAIN F_24 �� I ' 6' HEIGHT CHAIN CATCH BASIN (TYP.) '$ b 6 e ) L �\ �� ?.6 LINK FENCING l TYP. N (TYP.) 1 5 - / SLOT DRAT CONCRETE ��� (TYP.) PAVING F4 8-42" LANE 400M ____________ ___ q (TYP.) I NI RUBBERIZED RUNNING TRACK / a 11 OVER POROUS ASPHALT EAST TRACK F-2.2 SDCB-7 SECTION ¢ it 2 SLOT DRAIN 5 5 SDCB-6 y m a F- ,2 CA CN BASIN CATCH BASIN F-2.2 SLOT DRAIN 1 COMM BOX IN 6' HEIGHT CHAIN LINK Z3 F-2.2 CATCH BASIN F_2.5 SYNTHETIC TURF FENCE IN CONCRETE CURB TRENCR�97A1N, ( 1P•) I -- SCOREBOARD CONC E E - wS \ / I' I m • `�•' - _ - "o �° �r,� �� -�� = S P AVI NG-�- 3SEHzoe 1)l' -C - -f�_-' S - _-RUBBERIZED µ'� N -N F-2.2 • a P a P P P a < . < . <a .< < a d'< vb^ v ° a v ace_G^ v aa'v aa'v a vas < (TYP.) v be -D==D- - EP: 4+93.17-D "y ---- D---D--_-_p-_-_-p_ D p S1_0V 07n D --- -- - O NOTE LEGEND NOTE LEGEND LAYOUT NOTES L CONSTRUCTION 6i NOTE) TRACK NOTES 1. (INDICATES GENERL CONSTRUCTION NOTE) LAYOUT LEGEND (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 3O (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PERIMETER PAVING AND PERIMETER LANDSCAPING. A. PRIOR TO INSTALLATION OF RUBBERIZED SURFACING, THE PAVING SHALL BE CHECKED FOR PLANARITY BY THE ENGINEER, GENERAL CONTRACTOR, AND TRACK VENDOR. ® SYNTHETIC TURF AND CHAINLINK FENCE AND - 2. SEE F-1.41 AND F-1.51 FOR FENCING AND DIMENSION INFORMATION. PERMEABLE AGGREGATE CONCRETE CURB B. FINISH SURFACE PLANARITY OF THE ASPHALT FOR THE TRACK AND FIELD EVENT AREA SHALL NOT DEVIATE MORE THAN 3. CONCRETE AND ASPHALT PAVING TO MEET AND MATCH FLUSH WITH EXISTING PAVING. 1/8" WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE IN ANY DIRECTIONS. CHAINLINK FENCE RUBBERIZED NG 4. COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES. C. APPLY SUCH PRIMING MATERIAL AS MAY BE NECESSARY TO ASSURE COMPLETE BOND OF POLYURETHANE RUBBERIZED AND ASPHALT PAVING BALL TRACK AND FIELD EVENT SURFACING TO THE ASPHALT PAVING. NETTING CONTROL AS -BUILT DRAWINGS 5. SEE ARCHITECTURAL DRAWINGS FOR STORAGE BUILDING. + + + + LONG JUMP PIT D. CONTRACTOR MUST PROTECT ALL ADJACENT AREAS FROM ANY CONTAMINATION OR OVER SPRAY FROM RUBBERIZED + + + SAND CONCRETE CURBING H 6. FURNISH AND INSTALL THE CONCRETE TURF ANCHOR AROUND THE ENTIRE PERIMETER PERMEABLE AGGREGATE BASE SYSTEM SURFACING INSTALLATION PROCEDURES. TAPE PLASTIC SHEETING TO EDGING OR ADJACENT EXPOSED ASPHALT OR CONCRETE OF THE SYNTHETIC TURF FIELD AREA. PAVING TO PROTECT FIELD SURFACING, ADJACENT AREAS AND STRUCTURES INCLUDING FENCING. MASK ALL EDGES OF \ \ LIMIT OF SYNTHETIC TURF RUBBERIZED SURFACING TO BE SPRAYED WITH STRUCTURAL SPRAY. \\ \\ \ CINDERS AND CONCRETE EDGE O FURNISH AND INSTALL 2 SOCCER GOAL ANCHORS FOR EACH GOAL (8 TOTAL) WITH SYNTHETIC TURF COVERS. ANCHOR ALIGN GOAL POST FOOTING WITH OFFSET DIMENSION. INSTALL NEW FOOTBALL GOAL POST FOOTINGS AND COVERS. E. FURNISH AND INSTALL COMPLETE TRACK AND FIELD EVENT LINES AND MARKINGS. SLOT DRAIN CONCRETE PAVING E OF, FURNISH AND INSTALL RUBBERIZED SURFACING ON THE LONG JUMP TAKE OFF BOARDS (2 TOTAL). $ 9. FURNISH AND INSTALL SLOT DRAIN AND CONCRETE ENCASEMENT AROUND ENTIRE INSIDE PERIMETER OF THE RUNNING ------ TRENCH DRAIN TRACK. SLOT DRAIN SHALL BE INSTALLED WITH UNIFORM ALIGNMENT AND SHALL NOT DEVIATE LATERALLY MORE THAN !b G. EXTEND RUBBERIZED SURFACING 3" BEYOND THE LIMIT OF LANE 8. -$ INCH IN 10 FEET. ® SLOT DRAIN / TRENCH H. FURNISH AND INSTALL NEW RUBBERIZED SURFACING SYSTEM OVER THE NEW CONCRETE ON BOTH SIDES OF THE NEW SLOT DRAIN CATCH BASIN 10. PROVIDE EXPANSION JOINTS FOR ALL CONCRETE EDGE ANCHORING AND CONCRETE SLOT DRAIN APPROXIMATELY 40' ON DRAIN. PROVIDE A STRAIGHT AND UNIFORM % INCH GAP IN THE RUBBERIZED SURFACING AT SLOT LOCATION. $ CENTER. I. UPON COMPLETION OF THE TRACK MARKINGS, THE TRACK SURFACING CONTRACTOR SHALL FURNISH AN ACCEPTABLE 11. REFER TO SHEET F-3.1 FOR SYNTHETIC TURF FIELD LINES AND MARKING. DOCUMENT OR CERTIFICATE OF ACCURACY TO THE OWNER ATTESTING TO THE ACCURACY OF THE MARKINGS AND MEASUREMENTS AND SHALL INCLUDE COPIES OF THE COMPUTATIONS, CALCULATIONS, AND DRAWINGS THAT WERE USED TO 8 12. FURNISH AND INSTALL SYNTHETIC TURF COVERS ON THE PORTABLE BALL CONTROL POSTS PLUGS TO ALLOW FOR COVER OBTAIN THIS ACCURACY. REMOVAL (8 TOTAL). NORTH m - J. TRACK SURFACING COLORS - TRACK SURFACING COLOR TO BE RED, WITH WHITE LINES AND WHITE NUMBERS WITH BLACK II 13. FURNISH AND INSTALL RUBBERIZED SURFACING ON THE NEW COMM BOXES (1 TOTAL). SHADOWS. R PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREMEI•IT7 DEV REVIEW ENGINEER:L"-_ DATE APPROVED: _06/76/2023 0 20' 40' SCALE 1" = 20' DA HOGAN eesOu<m A.ae,mti p.206.28i 801 w^ wA 9m04 OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL TACOMA :NE I PORTLAND BEND 1250paeilie Ave. °:. Lu:itle IDOISWSMAveoue 404SWlolumhia 9uHe 700 Suite 500 Suilell00 Suite 200 Washington 98402 Washington 99201 OrequWDA Omuxu!371N 253.6215599 "' .".' "' 541.330.6506 BLRB ai l Title; FIELD AND TRACK LAYOUTDrawing 1• I I I� Sheet No. {gym \ l� -OfJ BLRB ARCHITECTS, P.S J n 11 NOTE LEGEND 1 (INDICATES GENERAL CONSTRUCTION NOTE) LAYOUT NOTES O3 (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) 1. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR PERIMETER PAVING AND PERIMETER LANDSCAPING. 2. SEE F-1.42 AND F-1.52 FOR FENCING AND DIMENSION INFORMATION. 3. CONCRETE AND ASPHALT PAVING TO MEET AND MATCH FLUSH WITH EXISTING PAVING. 4. COORDINATE FENCE POST LOCATIONS TO AVOID EXISTING OR PROPOSED UTILITIES. 5. SEE ARCHITECTURAL DRAWINGS FOR STORAGE BUILDING. 6. FURNISH AND INSTALL BASES, ANCHORS, AND PLATES. 7. FURNISH AND INSTALL THE CONCRETE TURF ANCHOR AROUND THE ENTIRE PERIMETER PERMEABLE AGGREGATE BASE SYSTEM OF THE SYNTHETIC TURF FIELD AREA. B. FURNISH AND INSTALL 2 SOCCER GOAL ANCHORS FOR EACH GOAL (8 TOTAL) WITH SYNTHETIC TURF COVERS. 9. PRIOR TO INSTALLATION OF ANY IMPROVEMENTS THE CONTRACTOR SHALL ACCURATELY SURVEY AND FIELD CONFIRM THE LOCATION OF HOME PLATE. 1ST/2ND/3RD BASE, FOUL POLE AND FOUL LINE ON FIELD 1 & 2. CONFIRMATION AND SUBSEOUENT CONSTRUCTION, INCLUDING INSTALLATION OF NEW BASES AND PLATES, SHALL ENSURE THAT 1ST AND 3RD BASE LINES RESULT IN AN INTERNAL 90 DEGREE ANGLE, AND THAT FOUL POLES REPRESENT A TRUE EXTENSION OF EACH FOUL LINE. LAYOUT LEGEND SYNTHETIC TURF AND PERMEABLE AGGREGATE RUBBERIZED SURFACING AND ASPHALT PAVING + + + + LONG JUMP PIT SAND CINDERS CONCRETE PAVING CHAINLINK FENCE AND CONCRETE CURB CHAINLINK FENCE BALL CONTROL NETTING CONCRETE CURBING LIMIT OF SYNTHETIC TURF AND CONCRETE EDGE ANCHOR PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIRENGINEER: REVIEW ENGINEER: DATE APPROVED: 0&1&2023 NORTH 0 20' wl SCALE: I" = 20' DA HOGAN DRAWING REVISIONS AS -BUILT DRAWINGS rr OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN � SCHOOL TACOMA .AND I BEND USOWtlhAm. C :: :i: kunue 404SW(nlumba subloo wnesao snnenao Smletao ftNngwn9NO2 Washigon98ID1 Oregon 97204 OrNon9TM2 t9S.6Zi.5599 BLRB.:n-r Two; MULTIPURPOSEDmwing LAYOUT 1 a I 03T� BLRB ARCHITECTS, P S. J 1, 2 8 4 6 8 9 9 'FaA.e S'b. €"Y' 11 25 110.57 �I'' V " ice* I �o I. r. ,. � • t° . fq i i t i a a a �G .G �_ i \\ ���{f�� ., / �I3 q(IN��I� i 1 u` _ O ••,.,,1,, �\ , 1 ; » "co- ° i >Y ,--v •- + - a J 9 •aN t� \ \ 10.8 f LI O SIiEE F 1.2 �I z "M C LIN T� HET F-1. +.' •�^ . 7 s �5 I. c� g � _ m � m5' i V E�� � � n a ' 7�• • / ^e mo � -'�-T 3Q I d.,. /.. �o ;I 10.56 Mpg. °�X 110.51 10.50 I 1 i4 'a" ?`p \ �im Be _�� ��� W 10.50 a s J. /*p °�N /� 1 '�\ •/ o I $ r- \ D c 110. 1 �Ll110.5 @ ./.', .fl`a' v �g y 1 a / 1 le• :. , I /° -- o / I sDCe-2 1 014 CB-F1 m 5 SLOT DRAIN g SDCB-3 k . % Io / E 1 CATCH BASIN I e CA H I�aCM m� 5 SLOT DRAIN SLOT DRAIN 4 m ^°� • "� W/ TURF COVER / F-2.2 ./{s"27 F-2.2 CATCH BASIN RIM 110.27 F-2_p A. -�- ate' ,T• ! I I f \- f / °" a° / �•s' \ RIM 109.78 / I RIM 110.27 y / / -sloe oRAln1v ■ ^v nos m// I j v v o s d �a? BATCH BASIN V � I v e I V I v II0,2 �/ d / •/ / � j \ f B S'n \ O� RIM 110.27 �1.+Y� I A °off-J \ \) ; \ r I SDCB-4 �ISS p$ -�� • I I , I r� l SLOT DRAIN / v �T1,Q.40 vv / I I / J CATCH BASIN 1, �� / / ,RIM 110.27 SLOT/DRAIN // / / / 1 I RIM 110.27 5.00' \ �A 1 �( Si Y f3' I NPI I0i \ S 2.3% - --110.50- - - T L - - -���L �I� F-2 //-- 11 TYP. I /, %/- - - - - - - - - - -°� - - _ 710.50- - r - - T I 1 D �� T11p. Isaa% - I r �� / �- 1 � /�voi I / 6� - 0 T, ° 0 / I � / I I l D I U o I V l 110.60 1 it \ ,� I� I m - + I .p tl1 70 A / n� / jk 1� ��/ I 3 N m o P \ Q _ _ - - - - J WITH TC COVER r \ _ _ 111 - \ CATCH BACB_SIN I/ ( o L / a r- S 0% F / • P. a - _RIMG _ = o ^ 5-0.80% --- -- - CB 110.77 ---- \ - \ _ F 2,g TYPE 1 f / 10.2 $ b._TYP. 11 0.85 - -- \ _ _ �_--------G9 110.77 --- -- �_ _ _ I --- J/ �- no. I --- - �- ---- _ -- - -- - - -- - ----- -GB 110.77--�� - ----- Y S=0.80% GB 110.n _0 72 'a -- -- --- I c I I I 1 I 6-� + . F > a° I ��° I ��-�� I m \\ ° �� ��, //�$ ImoV ItO.Y� �651 _ -S �0 L FOR I ( \ 110.70 i i \ RAOn 3 OUTSIDE n AV I =.ryp I ° / AV/� °�G �� s I IV / 41MIT5 OF FIELD AND \\ ° Nm / A I I I TYP. AV / / �-3, ? V� r-' °1 n SLOT DRAIN=1s-';}`,- O \ / 1,° \ /tI /� A - ____ _/ �� \ / / / I o RIM 110.27 �� t 1 d+ TIS iTMP coil / 1 // v i \ �� \ G) AA _ TYP. OS-2.3% \ F / / / to A I ) y ��''\ \ TR OH - ��� 15.00' P� v A °I - - - /- T - -� - �1�9r60- - o I SOI Art If I SDCB-8 " SP9T DRAIN f-va �3c " ° / / LCAVH BASIN I V 1 \ N AT�CH BASIN II ■ Y--__ L�� \�v-sSLQT�BBAAMM�� - �Po� ��Z'�'�- /� °�s / ° RIM iT(tr2 I° \ N F-2.2 RIM 110.2 G _ / �� ` � ° @ L �A a� �_ _ .� / M 110.27 �J �. _ � I I V />- `�'* TYPE CATCH BA91N 3 SDCB DRAIN 1 --- WITH URF COVER \ 3 SLOT ASI ,,( SDC 6 I I °� o RIM 109.78 \ F-2.5 CATCH BASIN of SLO D I I N1 I x o RIM 110.27IN o °� -TDOB-/ / an \ II o RIM 10.2 F-2.2 m �3 ..'o • `A 8 T CAT H DRAIN /' /,, -CB• 110.51 °' \\ 'I -� _ - _ \\ ow ` - _ ♦ _ -/ 1 SEE C<V!_ FOR " a ?' ° m 110.50-Gi3"' 10.5 �,.`,'\ N N - = RENCH DRAIN _ _ - - - LIMITS- w,RRENCH - - - - - - - - `STRACK.OF AND 'a o I 5 I ^J`b \� OUTSIDE FIELD ------ -_�__ - a t- 4 t 4 __-� M-G_ - - _ s D�� _ - -D _ --- a ., 0. �+ �i���j / Yi .p-p ° -per T. D -�-p Si'01 22.. lI x----D----_0---D---_-p---, _---uIO - _ - - - - _ _ Str tm a NOTE LEGEND FIELD AND TRACK ELEVATIONS GRADING NOTES 1. O (INDICATES GENERAL CONSTRUCTION NOTE) (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) GRADING LEGEND SYNTHETIC TURF FIELD: 1. THE CONTRACTOR SHALL CALL AND NOTIFY DIGALERT AT 8-1-1 A MINIMUM OF 2 WORKING DAYS BEFORE - s'.a -- - - EXISTING CONTOUR LINES DEMOLITION, DIGGING, OR GRADING OPERATIONS OCCUR. - TRACK EDGE: 111,521 SPOT ELEVATION 2. NEW CONTOURS SHOWN ARE FINISH GRADE ELEVATIONS. FINISH GRADE OF SYNTHETIC TURF INFlLL 1125")• 11027 111 �- NEW FIELD AND TRACK CONTOUR LINES FINISH GRADE OF SUPPLEMENTAL PAD (1.0") 110.17 3. BACKFILL AND COMPACT EXCAVATED AREAS RESULTING FROM DEMOLITION ACTIVITIES WITH SELECT FILL TO 95% FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE (2.1 110.08 WITH 12" MAX LIFTS. - NEW FIELD AND TRACK HALF CONTOUR LINES AS -BUILT DRAWINGS FINISH GRADE BASE COURSE PERMEABLE AGGREGATE (8'):109.92 � 112.5eI EOF LEVATION: SUBGRADE ELEVA 109.25 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR 5-2.0%- DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS SURFACE SLOPE H CENTER LINE (GRADE EIREAKI: 5. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. - CONSTANT SURFACE SLOPE FINISH GRADE OF SYNTHETIC TURF INFlLL (1.25"): 110.77 6. FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE SYNTHETIC TURF FIELD AREAS INCLUDING 8 FINISH GRADE OF SUPPLEMENTAL PAD (1.0"): 110.67 INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2 INCHES MINIMUM OF TOP COURSE PERMEABLE _ MATCH TO EXISTING FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE (21 110.58 AGGREGATE. FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE (81 110.42 LIMIT OF PERMEABLE AGGREGATE SUBGRADE ELEVATION: 109.75 7. THE SYNTHETIC TURF INFlLL SHALL MATCH FLUSH WITH THE RUBBERIZED SURFACING AT THE FIELD PERIMETER. -$ 8. THE SUPPLEMENTAL PAD SHALL TRANSITION FLUSH WITH THE PERIMETER EDGE ANCHOR. CHAINLINK FENCE AND RUBBERIZED RUNNING TRACK AREAS: x CONCRETE CURB Z 9. SEE CIVIL FOR PERIMETER SITE GRADING OUTSIDE PAVING LIMITS AND FIELD EVENT AREAS. 4 $ INSIDE EDGE: x--x CHAINLINK FENCE e 10. SYNTHETIC TURF FIELD SHALL BE SLOPED AT A CONSTANT 0.50% SLOPE BETWEEN GRADE BREAK LOCATIONS. x FINISH GRADE OF RUBBERIZED SURFACING (0.5"): 110.23 SLOT DRAIN o FINISH GRADE OF ASPHALT PAVING 119.94 11. SET SLOT DRAINAGE RIM ELEVATION AND ADJACENT CONCRETE FLUSH WITH TRACK AC PAVING. POSITIVE DRAINAGE M FINISH GRADE ING T: CRUSHED SURFACING TOP COURSE (6"): 119.44 SHALL BE MAINTAINED ACROSS THE WIDTH OF THE TRACK INTO THE SLOT DRAIN/OPENING. BIRD BATHS OR NORTH m VA SUBGRADE ELEVATION: 119.44 PONDING OF SURFACE WATER WILL NOT BE PERMITTED ADJACENT TO THE SLOT DRAIN. ------ TRENCH DRAIN . m 3 OUTSIDE EDGE: 12. ACTUAL RIM ELEVATIONS OF CATCH BASINS AT THE TRACK AND FIELD EDGE NEED TO ACCOMMODATE RUBBERIZED SLOT DRAIN /TRENCH SURFACING OR SYNTHETIC TURF COVERS AS APPLICABLE. DRAIN CATCH BASIN bBIOW. FINISH GRADE OF RUBBERIZED SURFACING (0.5"1 110.51 ■ CATCH BASIN, TYPE 1 Know WhaCa Call 0 20' 40' FINISH GRADE OF POROUS ASPHALT (3.5"): 110.47 13. LONG JUMP RUNWAYS SHALL HAVE A CONSTANT LONGITUDINAL ELEVATION WITH A 0.80% CROSS SLOPE (TYPICAL). before you dig. SCALE: 1"= 20' - FINISH GRADE OF CRUSHED SURFACING TOP COURSE (6"): 110.18 14. HIGH JUMP AREA SHALL HAVE A CONSTANT 0.80% CROSS SLOPE (TYPICAL). -i SUBGRADE ELEVATION: 109.68 15. THE SURFACE ELEVATION OF THE NEW ASPHALT AND CONCRETE BASE AREAS TO RECEIVE RUBBERIZED SURFACING SHALL NOT DEVIATE MORE THAN 1/8" FROM SPECIFIED ELEVATIONS. TRUENESS MEASUREMENT TO BE TAKEN FROM 10' LONG STRAIGHT EDGE PLACED IN ALL DIRECTIONS. rc 16. PROVIDE 1/2- SURFACE EDGE TRANSITION IN THE CONCRETE SURFACE FOR A FLUSH AND ADA COMPLIANT SURFACE TRANSITION TO THE EDGE OF THE RUBBERIZED SURFACE. K 17. SHOT PUT PAD SHALL INCLUDE A 1.0% CROSS SLOPE. E 18. SHOT PUT LANDING AREA SHALL BE SLOPED AT 1.0% 0 -v Ill DA HOGAN F OLYMPIC MIDDLE SCHOOL RECONSTRUCTION �-.AUBURN SCHOOL DISTRICT No. 408 - - TACOMA SPOKANEIr usopaiIRAue. 5051FRIYenlde 100i k,.ne� 1 latamnaa Suite 700 Suite 500 SuiR1100 sinti 0 Washington 98402 Washioglan9BIDl Oregon 91204 Oregon 91702 253.151 50g1525090 505 535 0707 r.- BLRB.mm Drawing Title: FIELD AND TRACK GRADING PLAN • Shei No. Of BLRB ARCHITECTS, P S. n a FIELD ELEVATIONS SYNTHETIC TURF FIELD: NORTH FINISH EDGE: GRADE OF SYNTHETIC TURF INFILL (1.25"): 111.22 FINISH GRADE OF SUPPLEMENTAL PAD (1.0'): 111.12 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE (2"): 111.04 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE (8"): 110.87 SUBGRADE ELEVATION: EDGE: 110.20 SOUTH FINISH GRADE OF SYNTHETIC TURF INFILL (1.25"): 109.69 FINISH GRADE OF SUPPLEMENTAL PAD (1.0'7: 109.59 FINISH GRADE OF TOP COURSE PERMEABLE AGGREGATE (2"): 109.51 FINISH GRADE OF BASE COURSE PERMEABLE AGGREGATE (8"): 109.34 SUBGRADE ELEVATION: 108.67 NOTE LEGEND GRADING NOTES 1. (INDICATES GENERAL 31) (INDICATES SPECIFIC CONSTRUCTION CONSTRUCTION NOTE) KEYNOTE) GRADING LEGEND 1. THE CONTRACTOR SHALL ALL 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. 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. 5. FURNISH AND INSTALL PERMEABLE FIELD BASE MATERIALS FOR THE SYNTHETIC TURF FIELD AREAS INCLUDING 8—INCHES MINIMUM OF BASE COURSE PERMEABLE AGGREGATE AND 2—INCHES MINIMUM OF TOP COURSE PERMEABLE AGGREGATE. 6. THE SUPPLEMENTAL PAD SHALL TRANSITION FLUSH WITH THE PERIMETER EDGE ANCHOR. 7. ALL PERIMETER PAVING SHALL MEET AND MATCH ADJACENT SURFACES. 8. SEE CIVIL FOR PERIMETER SITE GRADING OUTSIDE PAVING LIMITS AND FIELD EVENT AREAS. --- 110--- EXISTING CONTOUR UNES I I1'521 SPOT ELEVATION III � NEW FIELD AND TRACK CONTOUR LINES 112.5� — NEW FIELD AND TRACK HALF CONTOUR UNES S=2.OX_ SURFACE SLOPE 0 CONSTANT SURFACE SLOPE ------ x— MATCH TO EXISTING LIMIT OF PERMEABLE AGGREGATE CHAINUNK FENCE AND CONCRETE CURB CHAINUNK FENCE NO q a Knowwhafs below. Call before you dig. PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREME DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 4 NORTH 0 20' 40' SCALE: I" = 20' DA HOGAN 1450114m Ave SE, whe 225 P. 206,"5o Bellevue, WA 9eoo4 wwAahaan wm DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 TACOMA :NE .AND I BEND VSOP&MEAN. 50,.. ,rci& 106:.." aumua 404SW(olumba sude7m SU1e500 smIellGO sW1e200 Waslunglon98402 Washinglan98IDl Oregon 91204 Oregon 91702 11 M.0Il5% BLRB, wi Title: MULTIPURPOSEDrawIN GRADING PLAN 1 e E m BLRB ARCHITECTS, P S. F1 121. 2 3 11•i1 '*fiR* f a "a 6 m 7 iw 11 2m 10t.c! W W tNo tMo l FIl.�o Ipp N tmo , �-I oiV` ts�. II, A ?BS F Eym p , f O RAI 3OlitE $� b ew 2. \ °)ID -A •+ J ,0V vw w w reTr I n IHLI E T- t S I E\ �-° 132 12" CPEP @ 0. S - .rB• ° i Y710.61 10.50 •`. - - - - a4. A •• . b / w m. m 1 �A < / •�° ° I m 191 LF--�� N 10.50 �'��- 11�0.51'G8�6s 110.5 ° ..'v y { CB-F1 SDGB-2 m 'Mp 12` PERF. CPEPI m o .TYPE 1 CATCH o / n SLOT DRAIN CA40H BASIN o D 3 1 V rp COLLECTOR I 5 M { S T e< DRAIN BASIN RIM i CATCH 0.27 BASI N 0 9 5=0.30 A I SLO� DRAIN 4 3 ^• o ' z P I 287 LF t I SUBSURFACE IM 1159 c \ � p \ RIM 109.78 /I IE (N) 107.34I IE 108.59 I RIM 10.27 F-z.2 DRAINAGE F-2.2 IE 108.59 F-2.2 12' PERF. � EP ��• a+ I m \ 5 C8-1\ I �O LATERALS NP.� COLLECTO 34 p T DRAIN \ -f� ---- S=0o30% I CH BASIN v 18 �� tt . f- >xfrt- ------ - °I• . A 1 ------- - --- --=�=---o-------- Sol 11o.z7 H�rp7s1'------=o - _ �'Dwf4acE _ / SIDE INLET 6' CPEP 4 LF.� i� CONNEC ON HE 108.59 / / _ J a �� 9 ta✓li I \ 'o \ 6" CPEP N �� x I / v1 m r IE tt17. 6 . -\.L . - . FF: C71 I _ \ 9f� X=O.SOX FBN-1 ` '\\ 2 SDCB-4 a. a IE 3.'OX'- 191'LF 4'r PF�RF. vP, 5=0.50%'�-'-\-'� 1Z-o- _ ( ) 3 LF 1 8 / \ I / 217 LF 4" PERF. CPEP, 5=0.50X ' - ' - ' T �l 11" \. 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L . �'° \ i A-----�-- �� T�h -J I I h' CIE 100 0 ' -' -' 191 4� PE CPEP, 5=0.SOX-> ' - • -' L �{P �3'0� % ' T- I . - - - �w d a ' T ' - •� - . - :� FBN-7 1 1 110.2 "'" / A a t .-. �. ,- IE107.77 I J / A m / �o �� 263 LF 4 PERF. CPEP, 5=0T0% �� (-'-QI�{Og. o^ V = .o' ME 1oe.19 _ _ _ _ _ I I �'� �� pp \ i CIE �0 (�.041.7X 191•ILT4 P F. P 5=0:50X �.-.-.-. �. F.129.OZ -.-. / \ i 1 / `z ;�,( N \ DRAINAGE SI E I',/ \ -i--' • - • - ✓�. - . - . N-8 1 N 1T - 2 INLET CONNECTIQ (. YP. 261 LE 4s R CPEP, 5=0.507r� - ' - ' - ' ' T ' o / CIE 1IE 107.01 I` Q F-z. �I K f - - - - le-- ---/ \ / / / 1 I o CIE 95 �� . - . - . - . - . w _g - - . / 1 J / / v i / DRAINAGE I N r� m v) n 5=0.80% < 1 ej I1F 4 CC 5=0.509. - '/ • - • - . - . '�P.�H.iJ.4-- . _ . - �- . - . / / ° 9 i 1 \° ^ / / SIDELINE • q \ TYP. C mTYP. \ III',. j / /� 256'LF w EN L�PE�,"5-0.50%'-.-.-.� r IE 107.66/ CONNECTION\ I a 5=2.3R v sL /-CIE'Tb7. I "o� > �� -i1D. ® r FBS: 10 _�/ - - -112 iQ9,d7.-. / // F-2.2 c am, \ W+, F 4� PERF. MEP, 5=0.509G- =} - - _ ' - - - - _ �- _�/. /. - � -1 °�_ / P / 4 LF \V� 110. 9 .00' - / /--- T -�rtF §T- - - - - 4 LF CIE�T07 S 1 3.0R V A A° / 6" CPEP CPEP r IE 10 . - . - . - ALi �'%- 7 / / / i / X=0.50X % / I ') { ° `"• x=o�.SOX �1 cIE ��1991'LT4'�E-RF�CP ��ot �"��'---.-.-.+tiP. L4H.9-.-•-�-//� •r•-• / 1 L. - s1 �'' V / 235° LT 4' PE CEP 5=0.50X --� - • IE 107. / P / / �, /-CIE�Y.1 i FE 1 L, aDGe-e 1 110.}6 �� �� N lit D I sore-s N� S RAIN �° IE 1�7. 8 / A� SLOT DRAIN I I .`- - . - . - . - (/FBS-12 v °5 - . - . - . - FBN-12 - 1\ q ° CATCP#iBASIN CIE�'rU §3 19 •LTA'\ PERF. CPEP, �0: OX �' DBg 7? - , / ° / o r ryi a^l 1 ° 10.27 1 ___-_o-�-n s7�-LT'4'�PERF. CBEP, =O. OX.-�.-. .rr. IE d07.63 \ N D cL52 IE 'fb8.59 % V v 7 107.'26�% KP�{ 1 ° 6' _---_--r- ----- __th -zzi, LF �_,Z� IE�108:59 p ` L v 52 12" P P 2 o YAPE� °'. CB-F3 - ---�_--- - ------�.-- - / �_ ) \ m53 E 2 CONNECTION oif g1YPE 1 CATCH BASIN 18--391 LF SDCB-7 4 C9S NI CIVIL o EM N 0907.34 \ 12" PERF. CPEP SLOT DRAIN CATCH BASIN o F-2.2 / x SLOT DRAIN OT BRAIN CATCH BASIN 355 LF aF I O 5=0.30% RIM 110.27 RIM 110.27 M108n97 II C O PERF. CPEP ` I• E ° I bAAIN y IE (W) 106.76 \ IE 108.59 5 0 � m COLLECTOR A m o v m m X j CA H BASIN IE (S) 106.76 \ 18 F-2.2 r^ SUBSURFACE DRAINAGE 3 8 \ o 5=0.309.E F _ _ - _ �v�_� °: m - O m RIM Ll 1 6 'GB• �.a',. _ r 110.5�.-�''^ 4� LATERALS (NP.) _ - 2 -110.50 .5�� _-_ ��-J.56J �� ''�'\// ° ° ° - _ •�° 11 7RENCHD I ---- - IM 110.4 01 p egL Is J `E `sp si 01 mw 1322((I) I D. O NOTE LEGEND 1. (INDICATES UCTION NOTE) RUCTION DRAINAGE LEGEND DRAINAGE NOTES 30 (INDICATES SPECIFIC CONSTRAL KEYNOTE) 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE E- . - END CAP ACCEPTANCE OF THE FIELD SUBGRADE. SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE PRIOR TO PLACEMENT OF BASE AGGREGATE. - - - 40 PERF. CORR. POLY DRAIN TUBING ELECTRICAL CONDUITS AND OTHER UTILITIES ARE INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO _____- 12" PERF. CPEP COLLECTOR TO AVOID CONFLICTS BETWEEN SYSTEMS. VDISPLACEMENT PIPETO EDISPLACED BYPLACEMENT OFBACKF IDRIEEON. DO NOTDAMAGEPEOR ALLOW AS -BUILT DRAWINGS 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE MATERIAL. CPEP SUBSURFACE DRAINAGE COLLECTOR IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIEO OR STORM DRAIN PIPE SUBGRADE IS APPROVED BY ENGINEER. 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE TO BE TEMPORARILY CAPPED OR PLUGGED. 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE S=0.509. SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WrTH A COMBINATION EQUIPMENT WITH SLOPE AND DEPTH CONTROL SUCH AS "LASER PLANE CONTROL REDUCING TEE AND REDUCING SADDLE TEE. SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. FLOW DIRECTION 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING BASE IE 414.30 INVERT ELEVATION ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE AGGREGATE. BACKFILLED TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. GRADE AT MAXIMUM 30' SPACING FOR IDENTITY. CIE 413.00 COLLECTOR INVERT ELEVATION 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO 186 COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST 0 CATCH BASIN INLET (CBI) COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN LOCATIONS. TYPE 1 ON SUBGRADE. 17 CONNECT DRAIN FROM TAKEOFF BOARD ASSEMBLIES TO LATERAL OR COLLECTOR PIPING. o CLEANOUT 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL. SLOPE TO DRAIN. SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE 0 SUBGRADE. 18 ACTUAL RIM ELEVATIONS OF CATCH BASINS AND SLOT DRAIN CATCH BASINS AT THE EXISTING CATCH BASIN INLET 0 e NORTH TRACK AND FIELD EDGE NEED TO ACCOMMODATE RUBBERIZED SURFACING OR SYNTHETIC ® SLOT DRAIN / TRENCH DRAIN 8. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO TURF COVERS AS APPLICABLE. CATCH BASIN \ PROVIDE FOR SPECIFIED PLACEMENT OF PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF Callbefore you dig. SCALE: 1"= 20' THE PERFORATED DRAIN PIPE. TRENCH DRAIN 10. THE BACKFILL FOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. PROJECT REF: _FAC22-0015_--- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DEV REVIEW ENGINEER: DA u O G /�„A l DATE APPROVED: 06/16/2023 _ 195011e1hA" Se,wik225 y206 US 0,300 Bellevue,WA91sm< wwwdahnanrom OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DNo. 403 TACOMA %NEI PORTLAND BEND RSOPaaficke. ,d Reeiside 1001SWSth Avenue 4045W(oll Suite700 iu0e5g0 Suit Still Washington 98402 WashinglBn98IDl Oregon 97204 Orepn9Mg 253.0r5M Son 7525090 Sol5350707 541.33IM505 BLRBcom Drawing Title: FIELD AND TRACK DRAINAGE BLRB ARCHITECTS, P S. 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I ,ns I I:. I I I xi� m'.. I^ rx\ m I^ If I^ ND�-+ �P, �TYP . OIL " rr UBSURFACE RALATERALS �w .I 0II II ^ II n( 0 \ ) \ I I I� I� I00 I m _ -aR14.43. 4 o I o ¢i o I \ .y9 = 1 .! tiJ .W •w \•w °w 'w o w I� Io I do Im I� •I °3,I I I°o I 111.1 °�j / `I / \. \ �. e w IO ° IN N M •M Y` V N O 'l I r 110.29E IE- Li ,E- ^y y- 1-w� . 0Q _ z o N ,; •- vbvm �o °< w-28� - t•°-T"�- _ .LW' 'w / •I� .O o I$ I$ Io Io Io Io 65 F E� AGE Nm7 °.IP .1 . o.o g.a • . iT _..- 0µ. \.O - Ww LATE TY 2. \ i ...a AZ � v jiff I "'' 1 � a • ° - - / Iw w �w �w w ` � a L - _ lw w 14 ..� t^.`� e. �,* E1 ••�a�dO Y, + ° a a 41. y �- - - - IW IW y- a 14 IL f � _ �.pmWOw (el- c,. I _ . •° dG . ° 1 �, uCAP, . I ill, M TJHLIN O S EE Ad a�r�: ��-v... /� i m•�� = g��'° NOTE LEGEND DRAINAGE NOTES 1. (INDICATES UCTION NOTE) DRAINAGE LEGEND Q3 (INDICATES SPECIFICCONSTRUCTION KEYNOTE) 1. SUBSURFACE DRAINAGE COLLECTOR PIPE CAN BE INSTALLED PRIOR TO FINAL 11. ALL TRENCHES TO HAVE BACKFILL MATERIAL "CROWNED" A MINIMUM OF 2" ABOVE F . - END CAP ACCEPTANCE OF THE FIELD SUBGRADE. SUBGRADE TO PROTECT FROM FOREIGN MATERIAL AND PROVIDE FOR EASE OF LOCATION IDENTIFICATION. CROWNS WITH FOREIGN MATERIAL CONTAMINATION SHALL BE REMOVED 2. COORDINATION: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT THE PRIOR TO PLACEMENT OF BASE SAND (NATURAL TURF) OR BASE AGGREGATE. - - • - 4" PERT. CORR. POLY DRAIN TUBING ELECTRICAL CONDUITS AND OTHER UTILITIES ARE INSTALLED AT A SUFFICIENT DEPTH BELOW SUBGRADE BEFORE THE TRENCHING FOR THE SUBSURFACE DRAINAGE SYSTEMS 12. DURING PLACEMENT OF SPECIFIED TRENCH BACKFILL, PIPE MUST BE HELD IN PLACE TO ------ 12" PERF. CPEP COLLECTOR TO AVOID CONFLICTS BETWEEN SYSTEMS. PREVENT DISPLACEMENT AND PROVIDE FOR ACHIEVING SPECIFIED INVERT ELEVATION. DO 3. TRENCHING FOR THE SUBSURFACE DRAINAGE LATERALS SHALL NOT PROCEED UNTIL THE NOT MATERIAL. DAMAGE PIPE OR ALLOW PIPE TO BE DISPLACED BY PLACEMENT OF BACKFILL CPEP SUBSURFACE DRAINAGE AS -BUILT DRAWINGS IRRIGATION SYSTEM PIPING HAS BEEN BACKFILLED AND COMPACTED AND THE FIELD COLLECTOR SUBGRADE IS APPROVED BY ENGINEER. 13. CAP THE ENDS OF ALL LATERAL RUNS. ALL OPEN ENDS DURING CONSTRUCTION ARE OR STORM DRAIN PIPE TO BE TEMPORARILY CAPPED OR PLUGGED. 5=0.50% SLOPE 4. TRENCH EXCAVATION SHALL BE MADE TO THE ALIGNMENT, ELEVATION, GRADE AND SLOPE AS INDICATED ON THE DRAWINGS. TRENCHING SHALL BE ACCOMPLISHED UTILIZING 14. CONNECTION OF LATERALS TO COLLECTOR DRAINS SHALL BE MADE WITH A COMBINATION E FLOW DIRECTION EQUIPMENT WITH SLOPE AND DEPTH CONTROL, SUCH AS "LASER PLANE CONTROL REDUCING TEE AND REDUCING SADDLE TEE. SYSTEM", SO AS TO ENSURE ACCURACY IN THE BOTTOM OF THE TRENCH. IE 414.30 INVERT ELEVATION 15. NO TRUCKS OR EQUIPMENT WILL BE ALLOWED TO DRIVE OVER THE TOP OF THE 5. NO HIGH POINTS ABOVE DESIGNATED INVERT OR CALCULATED TRENCH BOTTOM TRENCHES EXCEPT TRACK -EQUIPPED MACHINERY UTILIZED IN SPREADING IMPORTED CIE 413.00 COLLECTOR INVERT ELEVATION ELEVATION WILL BE PERMITTED. NO SLOUGHING OF SITE MATERIAL OR LOOSE SAND (NATURAL TURF) BASE AGGREGATE (SYNTHETIC TURF) MATERIALS. BACKFILLED EXCAVATED SOIL WILL BE PERMITTED TO REMAIN IN THE TRENCHES. TRENCHES ARE TO BE STAKED AND FLAGGED 3' ABOVE GRADE AT MAXIMUM 30' SPACING FOR IDENTITY. 0 CATCH BASIN INLET (CBI) 6. SURPLUS EXCAVATED SOIL SHALL BE REMOVED FROM THE FIELD AREA PRIOR TO TYPE I COMMENCING ON THE NEXT ADJACENT TRENCH. EXCAVATED MATERIAL MAY NOT REMAIN 16 COORDINATE SUBSURFACE DRAINAGE COLLECTOR LOCATION TO AVOID FENCE POST ON SUBGRADE. LOCATIONS. 0 CLEANOUT 7. PROVIDE A SMOOTH, EVEN SUBGRADE AFTER REMOVAL OF THE TRENCH MATERIAL EXISTING CATCH BASIN INLET SUBGRADE TO BE COMPACTED TO 95%. LEAVE NO LOOSE MATERIAL ON THE SUBGRADE. S. EXCAVATION BELOW INVERT GRADE MUST BE ESTABLISHED TO A DEPTH SO AS TO • NORTH PROVIDE FOR SPECIFIED PLACEMENT PEA GRAVEL BEDDING AT BOTTOM OF PIPE ELEVATION PRIOR TO LAYING THE PERFORATED PIPE. 9. NO FOREIGN MATERIAL WILL BE PERMITTED INSIDE, ALONGSIDE, UNDER, OR ON TOP OF KnowwhaPs below. THE PERFORATED DRAIN PIPE. 0 20' 40' 10. THE BAFOR ALL PERFORATED PIPE SHALL BE CLEAN WASHED PEA GRAVEL. Call before you dig. SCALE:I"= 20' TO TH REFER TO THE SPECIFICATIONS FOR THE GRADATION REQUIREMENTS. 000 PROJECT REF: _FAC22-0015_- THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUU�BU�;RN'S ENGINEERING REQUIREMENi ENGINEER: DEV REVIEW ENGINEER: '//��// DATE APPROVED: 06/IWO23 DA HOGAN rF OLYMPIC MIDDLE SCHOOL RECONSTRUCTION ALIBURN SCHOOL e1403 TACOMA _AND BEND 125Ogaoi. ..,',:. .n_ '',d .::.;:i:AnIne 4045W(oll sui loo s'1000 sgli smg2go Washingl0n9M@ Washington9AIDl Oregon ffiW ORgan 9mz N.05599 AU52RRO 503.5350707 51LB0Wir BLRB com Drawing Til MULTIPURPOSE FIELD DRAINAGE PLAN I• I Of J BLRB ARCHITECTS, P S. Ja .e E F-1.4 -- n �;����i��■eat nral ��eieie ■ F_Sl ■h -FIRM M NA o_ 1 \ I ii O 1 I I L � 1SEA 3 - w 8 uv N Q 0 0 0 n H r \ 9r / 5.00' -S=0.80x i'�� 1 / / f / '� $ o - ' •° I ° \` 'Ni01�� \ -----T-\ TYP. �� / I //' / / • N C___'_ I \\\ ,1 I d I iP I ! I 1 �✓ �N ° � /r--�-,\ o /� �1 "�' mlg m P "> ° Nw \\ \ S 9 ox D -- s v \ TYP- \ TYP. 5=1.7X I •N / \ / �� °\ // // 11 / ,° 1 TYP. _S=0.80% o l/ c `----------- / 5.00' f\ \\ \\ / / / / l$ Y' • / ' / \ J,t N • . l .4' _ ^' - moo ---- ' --ice / I m_ 0 i R � ` o T - ' SP c m 'a'a a ,. .CIS a• a• a• as • aac• -x _ - - - - - n - -a _ --�-_---S --- a a d�^a a , ,•p,• a _ sr 1 o71N 73322.c'(i -0� ---q -- -- _- Q NOTE LEGEND 1. (INDICATES GENERAL CONSTRUCTION NOTE) FENCE TYPE KEY GATE SCHEDULE FENCING NOTES O3 (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) FENCING LEGEND AO 60' HEIGHT OVERALL; 10'-60' x2" S0. NYLON NETTING. OB 20' HEIGHT CHAIN LINK FENCE; 2" MESH x6 GAUGE BELOW 10', x9 GAUGE ABOVE 10', TOP AND 5' - INTERMEDIATE RAILS. INSTALL 2x10 STOPBOARDS, 1" CLEAR FROM FINISH GRADE. © 10' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. OD 9' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. EQ 8' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. H FO 6' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, BOTTOM RAIL. ® 3.5' HT. CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, BOTTOM RAIL. �H 10' HT. PORTABLE BALL CONTROL NETTING E 8 QI FENCE CAP -� QJ FOUL POLE GATE NUMBER WIDTH HEIGHT GATE TYPE REMARKS 01 15'-0" 8So" DOUBLE SWING GATE 5/F-2.6 02 20'-0" 3'-6" DOUBLE ROLLING GATE 7/F-2.6 03 10'-0" 3'-6" SINGLE ROLLING GATE 6/F-2.6 04 10'-0" 3'-6" SINGLE ROLLING GATE 6/F-2.6 05 10'-0" 8'-O" DOUBLE SWING GATE 5/F-2.6 06 5'-0" 7'-O" SINGLE SWING GATE TRANSOMED; 4/F-2.6 07 5'-0" 7'-0" OPENING 08 20'-0" 8'-0" DOUBLE ROLLING GATE 7/F-2.6 09 12'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 10 20'-0" 810" DOUBLE ROLLING GATE 7/F-2.6 11 25'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 12 10'-0" 8'-0' DOUBLE SWING GATE 5/F-2.6 13 5'-0" 810" SINGLE SWING GATE 3/F-2.6 14 10'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 15 5'-0" 8'-0' SINGLE SWING GATE 3/F-2.6 16 5'-0" 710" OPENING 17 5'-0" 7'-0' SINGLE SWING GATE TRANSOMED; 4/F-2.6 18 5'-0$' 7'-0' SINGLE SWING GATE TRANSOMED; 4/F-2.6 19 5'-0" 7'-0" OPENING 20 10'-0" 8'-0' SINGLE SWING GATE 3/F-2.6 21 5'-0" 810" SINGLE SWING GATE 3/F-2.6 22 10'-0" 8'-0" SINGLE SWING GATE 3/F-2.6 23 5'-0" 8'-0' SINGLE SWING GATE 3/F-2.6 24 2510" 810" DOUBLE SWING GATE 5/F-2.6 25 5'-0" 7'-0' OPENING 26 5'-0" 710" SINGLE SWING GATE TRANSOMED; 4/F-2.6 27 10' 0" 10' O" DOUBLE SWING GATE 5/F-2.6 28 10'-0" 10' 0" DOUBLE SWING GATE 5/F-2.6 29 3.5'-0" 8' 0" SINGLE SWING GATE 3/F-2.6 30 6'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 31 6'-O' 8'-O" DOUBLE SWING GATE 5/F-2.6 32 10'-0" 10'-0" SINGLE SWINWING GATE 3/F-2.6 33 10'-0" 10'-0' SINGLE SG GATE 3/F-2.6 11) END FENCE. MEET AND MATCH EXISTING FENCE TO PROVIDE SECURITY ENCLOSURE CONICRETEFENCE NLINK CURB AND 2 FENCE ADJACENT TO PROPERTY LINE TO BE LOCATED 12" INSIDE PROPERTY LINE CHAINLINK FENCE 3. GATE LOCATIONS ARE SHOWN APPROXIMATELY. CONCRETE CURBING 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ARE LOCKABLE. BALL CONTROL NETTING AND POST 6. INSTALL LOCK BACK POST ON ALL SWING GATES. CATCH BASIN INLET (C.B.I.) TYPE 1 7. ALL PEDESTRIAN GATES IN 8' HT FENCE AND HIGHER SHALL BE TRANSOMED GATES. ® CATCH BASIN INLET (C.B.I.) TYPE 2 c EXISTING FENCE TO REMAIN FENCE TYPE AND LIMIT GATE TYPE �N�ORTHH 0 20' 40"' SCALE: I" = 20' PROJECT REF: _FAC22-0015_ - THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREME_�- DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 DA HOGAN REV I REV. DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND USDA& ce. 505WRIveniCe 1001SWRh Avenue 404 SW Columba suaelaa mne500 sunenoo sw1e200 WaslnngNngMW Washinglan98IDl Oregon 91204 Oregon S1702 25S.6ZL5599-p�C' 541.330.6506 BLRBrnn Ttle: FIELDDrawing AND TRACK FENCING PLAN 1 1 1 BLRB ARCHITECTS, P S. 3 4 6 8 8 9 u 1p D - - I - d - s o LFo-- _ ita vt� IN -- --- - - - _ N 5=030X em I - TYP. TVP 7 LF w i' i l o f / o r a� m 5 UF" I N DaV T II P. o \ : I III • L - r m v I / '\ G- I, , I \ I • L eoo> _5=0.30R <�afm I \\ ■ al I i I �\ TYP. - maps S 1 1 NON / ,- � V ',$ a$ a� '� .� � � I C - �' Aa ,e � $ $ •ol I I _S=0.30R 172 L �/ TYR. ' l73 LF ®9le. ��' 7 LF I/ f 4 2O a I O E \m° m 0 'y I � 00 109 LF w w -"� �1i ,� 77 LF� 1 / � y� 0O � I J� m� \ •'. I. tl OFy 1 1�1 M'- �0...� J 47 LF n 80 LF C ��l 0 -m` � �" � � I•. 128 LF A I in - ° / MITHLI 0S LET-,T I �. NOTE LEGEND L CONSTRUCTION NOTE) GATE SCHEDULE FENCING NOTES Q3 (INDICATES SPECIFIC CONSTRUCTION KEYNOTE) FENCING LEGEND QA 60' HEIGHT OVERALL; 10'-60' x2" SQ. NYLON NETTING. OB 20' HEIGHT CHAIN LINK FENCE; 2" MESH x6 GAUGE BELOW 10', x9 GAUGE ABOVE 10', TOP AND 5' INTERMEDIATE RAILS. INSTALL 200 STOPBOARDS, 1" CLEAR FROM FINISH GRADE. © 10' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. QD 9' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. ® 8' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, MIDDLE, BOTTOM RAIL. OF 6' HEIGHT CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, BOTTOM RAIL. © 3.5' HT. CHAIN LINK FENCE; 2" MESH x9 GAUGE, TOP, BOTTOM RAIL. ® 10' HT. PORTABLE BALL CONTROL NETTING QI FENCE CAP JO FOUL POLE GATE NUMBER WIDTH HEIGHT GATE TYPE REMARKS 01 15'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 02 20'-0" 3'-6" DOUBLE ROLLING GATE 7/F-2.6 03 10'-0" 3'-6" SINGLE ROLLING GATE 6/F-2.6 04 10'-0" 3'-6" SINGLE ROLLING GATE 6/F-2.6 05 10'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 06 500" 7'-0" SINGLE SWING GATE TRANSOMED; 4/F-2.6 07 5'-0' 7'-0" OPENING 08 20'-0" 8'-0" DOUBLE ROLLING GATE 7/F-2.6 09 12'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 10 20'-0" 840" DOUBLE ROLLING GATE 7/F-2.6 11 25'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 12 10'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 13 5'-0" 8'-0" SINGLE SWING GATE 3/F-2.6 14 10'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 15 5'-0' BID,, SINGLE SWING GATE 3/F-2.6 16 5'-0" 7'-0" OPENING 17 5'-0' 7'-0" SINGLE SWING GATE TRANSOMED; 4/F-2.6 18 5'-0' 7'-0" SINGLE SWING GATE TRANSOMED; 4/F-2.6 19 500" 7'-0" OPENING 20 10'-0" 8'-0" SINGLE SWING GATE 3/F-2.6 21 500" 8'-0" SINGLE SWING GATE 3/F-2.6 22 10'-0" 8'-0" SINGLE SWING GATE 3/F-2.6 23 5'-0' 8'-0" SINGLE SWING GATE 3/F-2.6 24 25'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 25 5'-0" 710" OPENING 26 5'-0" 7'-0" SINGLE SWING GATE TRANSOMED; 4/F-2.6 27 10'-0" 10'-0" DOUBLE SWING GATE 5/F-2.6 28 10' 0" 10' 0" DOUBLE SWING GATE 5/F-2.6 29 3.5' 0" 8' 0" SINGLE SWING GATE 3/F-2.6 30 6' 0" 8' 0" DOUBLE SWING GATE 5/F-2.6 31 6'-0" 8'-0" DOUBLE SWING GATE 5/F-2.6 32 10'-0" 10'-0" SINGLE SWING GATE 3/F-2.6 33 10'-0" 10'-0" SINGLE SWING GATE 3/F-2.6 0END FENCE. MEET AND MATCH EXISTING FENCE TO PROVIDE SECURITY ENCLOSURE NUNK AND CONICRETEFENCE CURB 2 FENCE ADJACENT TO PROPERTY LINE TO BE LOCATED 12" INSIDE PROPERTY LINE a--•- CHAINLINK FENCE 3. GATE LOCATIONS ARE SHOWN APPROXIMATELY. CONCRETE CURBING 4. GATES TO BE CENTERED AT PERPENDICULAR PATHWAYS WHEN OCCURS. 5. ALL GATES ARE LOCKABLE.,� NAETTI GONTROL AND POST AS -BUILT DRAWINGS 6. INSTALL LOCK BACK POST ON ALL SWING GATES. CATCH BASIN INLET (C.B.I.) TYPE 1 7. ALL PEDESTRIAN GATES IN 8' HT FENCE AND HIGHER SHALL BE TRANSOMED GATES. ® CATCH BASIN INLET (C.B.I.) TYPE 2 5 EXISTING FENCE TO REMAIN FENCE TYPE AND LIMIT GATE TYPE NORTH 0 20' 40"' SCALE: I" = 20' PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREME DEV REVIEW ENGINEER: i DA H O GAA l DATE APPROVED: 06/16/2023 MG ueanA. SE, wire 225 P. 206,"50,100 Bell¢vue, WA 9IM.G wwwAa�ogan wm OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND USOP&JR(Ave. 505 W RIveniJe 1001 SW S1g Avenue 404 SW Columba sde7m SuORO snnenoo sW1e200 WasNnglon98402 Washinglan98201 Oregon 91204 Oregon S1702 22.92L5599 ....... °9'b'.; ^'I" 541.33M506 BLRS ron Title - MULTIPURPOSE FENCING PLAN BLRB ARCHITECTS, P S. �g�1 • • ' �a® '-- - ■� 4 • 4 - �l�A�_ Y-f11YAla - II� • -- ,I - j • ... -�\ ...�.:�:.� ���„_�� 6' Imo_ - � • r is ° "` � _ _ aF / Wm L ■�■ ■• nl, _0�W!�i■ Elm ■ 7�► ■,■ ■` -:MIloll �I�111 10111 .0I�►���j��■ NCi CORNER N 109575.79 12969 5.87 NH1109639.21 -LL ° L CCORNER E 1296972.53 110171.50 ca 1 J iE 12 6986.9 CB-F1 a L- - I N 10968600 i� E 12970 8.78 4.00' \ \ I I a � ° I ° I I N •C FIN R ta;° .o \\ � ° �E 110170.67 1 970 9.0 ° ° I I I 151-1 �oGG�G� O�jS\0 �0, \ C 1 0 3. 6 I •� I: I RQ'SSJ�FP RP'to R,3 NEi1C TURF 11 2 1 Lt I 0 svN1 J I 1 ° � enIT oo I L I I I 328.09' RA. TO R.P. ,p. 10 U R l I �` o I N R -' _ _ I I I � - --- -MELD CENTERLINE - _ _ _ R.P.O E I I d I •- ' I I _ 29.65' I . - - - _ - 0 7' I I I RADIUS POINT ° - - - - - I I m N 109713.93 I �` Nz R'P, TO MEASURE LINE I j { I I I E 1297105.64 RADIUS POINT PIP ° N 110041 96 TO , R704.43'N I it I I 1 I I I a a ] \ I I ° E 1297111 48 a N ', I OF O 1 I� 1 V I R73gNj7, `,&/NK 18" 1 . \ � E 1 �I1 0o 0 v ° CB-F3 w N 109685. 7 G •I ° E 1297201.55 . Io � ° �AV ---- ---- --- --------------------- -- - --- -- p � ° . w o i '9 ♦ , or N 9&&33c9e.-4T9� yr vE OK x •r I I I .. .'`6 ♦ �� 68.09, N K I F -�--- - - - - - 'g ♦ - - - 1 - - 46.87O 42.63' --fir ' N _ N ♦ °' V � - - e'`� � , p I I I j. < is - - is wN --- - - - -- a _ _ ___ D:-.-B--:D:°- - -y- ,. `- - 4_`'_ - °___ _Gi -_ _�0__. _ _ --_ _ ___ ao° _ s--_- a9 __- °`J_- ®-r-o--.D.- -D�. Dd-'-`�-,i`a ° --t a dv G �I =� �a .p--.-_.-D D 0.-_ - p;- - S1'01 07"w azz •(0 :_ :- / : ]---.-D w - O TRACK LAYOUT TABLE LAYOUT CONTROL NOTES a LAYOUTSUMMARY FEET METERS DISTANCE RP TO RP 328.090 10000 RP TO MEASURING LINE 104.430 3183 RUNNING LENGTH 1312.335 40000 DISTANCE RP TO SLOT DRAIN 102,270 31.17 SLOT DRAIN TO LANE LINE 1,500 0.46 INSIDE LANE LINE TO MEASURING LINE 0.660 0.20 DISTANCE RP TO INSIDE LANE LINE 103.770 31.63 LANE WIDTH 3.500 1.07 DISTANCE RP TO LANE 2 LINE 107.270 32.70 LANE WIDTH 3.500 1.07 DISTANCE RP TO LANE 3 LINE 110.770 33.76 LANE WIDTH 3.500 1.07 DISTANCE RP TO LANE 4 LINE 114.270 34.83 LANE WIDTH 3.500 1.07 DISTANCE RP TO LANE 5 LINE 117.770 35.90 LANE WIDTH 3,500 1.07 DISTANCE RP TO LANE 6 LINE 121,270 36.96 LANE WIDTH 3,500 1.07 DISTANCE RP TO LANE 7 LINE 124,770 38.03 LANE WIDTH 3,500 1.07 DISTANCE RP TO LANE 8 LINE 128.270 39.10 LANE WIDTH 3.500 107 DISTANCE RP TO OUTSIDE LANE LINE 131.770 40.16 LANE LINE + ADDITIONAL SURFACING 0250 0.08 DISTANCE RP TO EDGE OF SURFACING 132.020 4024 1. THE FOLLOWING CRITICAL LAYOUT So CONSTRUCTION STAKING TO BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER FROM ELECTRONIC DATA PROVIDED BY THE ENGINEER: HOME PLATE, FOUL POLES, CHAIN LINK FENCING CORNER POSTS, BUILDING CORNERS, STORM DRAINAGE STRUCTURES, AND GRADING LIMITS. STAKE THESE ELEMENTS FOR ENGINEERS APPROVAL PRIOR TO CONTINUING THE WORK. 2. BUILDING INTERIOR LAYOUT IS SHOWN SCHEMATICALLY ON THIS SHEET. REFER TO ARCHITECTURAL PLANS AND THE APPROVED STRUCTURAL/PERMIT DRAWINGS FOR DETAILED LAYOUT OF INTERIOR BUILDING COMPONENTS. 3. COORDINATE LAYOUT OF ALL UTILITIES WITH THAT OF EMBEDDED FEATURES INCLUDING BUT NOT LIMITED TO FENCE POSTS, FOUL POLE AND BATTING CAGE SLEEVE FOUNDATIONS, LIGHT POLE AND SCORE BOARD FOUNDATIONS, AND BUILDING FOOTPRINT. WHERE IN CONFLICT, NOTIFY THE ENGINEER IMMEDIATELY BEFORE MAKING ADJUSTMENTS IN THE FIELD. 4. DIGITAL DESIGN DATA (AUTOCADD v2010; X,Y ONLY) WILL BE PROVIDED TO THE CONTRACTORS LICENSED LAND SURVEYOR FOR CONSTRUCTION STAKING. PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER: -+S�- DATE APPROVED: 06/16/2023 0 20' 40"' SCALE: I" = 20' DA HOGAN 2450 21ean Awa SE, wire 225 P.2ol oaoo all WA wool wwwAawran mm DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN DISTRICT No. .1 TACOMA SPOKANE PORTLAND BEND Imps lk Ace. 505WRivenide 10019W51h Avenue 404 SW Columba suee100 sone500 sill sW1e200 rVaslurig MW Wamie9ial ore9oe91204 Ore4onSn61 253bIl5599 SO°SSy .,'rm .5'r... 541.330.6506 BLRB corm Atle: FIELD AND TRACK DIMENSIONINGDrawing BLRB ARCHITECTS, P S. - - -.-W D -fl--- -D LINE - b v ---- _ -_ / <['� _ d__-- d-_-gip-_ __ _- _ o _ p PERM YNE A-_-_ _ _ FENCE CORNER _ - --N 110164.98 a _ - - J - - _ - - _ �` - FE CE CORNER -- - - ----- - - - - - N 110180.05 �' x ✓ T - l - - - �A 296671 32 - -- a = m LZ n c ENCE CO ?6, L-J w w �� FOUL POLe N 109659.3fi EIN 110162 70. e a �I o GATE POST j C5 N 1101 5.55 e m� E lzss 10.74 SI / •P CE COR R 'Il m i I, 12�cA1Ip o m I 1 / YYY o E-11�29 .56 GATE POST eN V4 �, GATE PC T EN 1296 110155.98 I / I N 1096 F.76 I E 1296 5.5.56 I .. 400 / l POST I L a N ° it I°te°o� 1 0168,b6 101 2: 2 a E 12 6787%5 o 1296 91 7 11 o / F �. 0 0 - GATE PbS. I I N 109635 •6 E 129681 .55 ooa N 11 1 POS7 0 o 0 o E 129 5815.7 I F D I I I W w � '° I I o GATE PO FENCE CORNER ! -- N 109656. 0 N 1 0167.2fi o i; 1 E 129682 .55 m n E 12 6825.765 I �' '..I..... 1 __ N-y <ewfm Y! GATE POT �o� °� _ N 1096 .85 P °o5 C73 E 1296 3.40 I E � I I \� 1 FENCE CORNER FENCE CORNER m II 1 0 FENCE CORNER c N 109840.45 I N 109827.39 ,v � o N 109640 N 109455.28 I 0 IE 1296905.53 E 1296922.12 N l I ' � e _ E 1296908.59 °om � 1 - s0 -FMU LE J � FOUL POLE - - - 0.61 o - - - - - � N 10984035 - I - - - _ E I 46905.98 \ 9 - E 1296925.26 25.00' t ENCE CORNER F -I -------- _ - k' a 109840.14 I.. R 1 N. 109948.87 ° E 1296939.59 FENCE OR ER FEN C1�09365.46 1/ _ 'off E �96941.53'% E 6945.74 s I 0.00, TYR. 'o �9 J 110165.08 w o 1 •. °-• ' •' E 12 5 > 1 0 0 a IN FENCE 10024. n I II T FENCE CORNER ° E 12969 `� I °III N 109622.07 1296965.8 r- - - dC` LI. T F FENCE ORN MATCHLINE TOSHEET s N 1 23 96 !6 S8.14 it ° LAYOUT CONTROL NOTES a 1. THE FOLLOWING CRITICAL LAYOUT & CONSTRUCTION STAKING TO BE PERFORMED BY A LICENSED PROFESSIONAL 8. LAYOUT COORDINATES ARE BASED ON THE OWNERS SUPPLIED PROFESSIONAL SURVEY. ENGINEER FROM ELECTRONIC DATA PROVIDED BY THE ENGINEER: HOME PLATE, FOUL POLES, CHAIN LINK FENCING CORNER POSTS, BUILDING CORNERS, STORM DRAINAGE STRUCTURES, AND GRADING LIMITS. STAKE 9. SEE F-1.12 FOR GENERAL LAYOUT OF THE PROPOSED FEATURES AND SURFACES. THESE ELEMENTS FOR ENGINEERS APPROVAL PRIOR TO CONTINUING THE WORK. 2. FOUL POLES ARE LOCATED IN FAIR TERRITORY, COORDINATED WITH THE PLACEMENT OF HOME PLATE AT THE 10. SEE F-1.42 FENCING PLAN FOR DETAILED GATE AND FENCING INFORMATION. DISTANCES INDICATED. OUTSIDE FACE OF BOTH FOUL POLES TO FORM A 90-DEGREE ANGLE WITH THE BACK OF HOME PLATE AT THE APEX. 11. FOUL POLE LOCATION, GIVEN AS THE THE POINT OF TANGENCY OF THE OUTSIDE DIAMETER OF THE FOUL POLE AT THE CENTER OF THE 12" CONCRETE CURB AND THE LINE SEPARATING FOUL TERRITORY FROM FAIR. REFER 3. BUILDING INTERIOR LAYOUT IS SHOWN SCHEMATICALLY ON THIS SHEET. REFER TO ARCHITECTURAL PLANS AND TO SHEET F-2.60 FOR ADDITIONAL DETAIL THE APPROVED STRUCTURAL/PERMIT DRAWINGS FOR DETAILED LAYOUT OF INTERIOR BUILDING COMPONENTS. 4. COORDINATE LAYOUT OF ALL UTILITIES WITH THAT OF EMBEDDED FEATURES INCLUDING BUT NOT LIMITED TO FENCE POSTS, FOUL POLE AND BATTING CAGE SLEEVE FOUNDATIONS, LIGHT POLE AND SCORE BOARD FOUNDATIONS, AND BUILDING FOOTPRINT. WHERE IN CONFLICT, NOTIFY THE ENGINEER IMMEDIATELY BEFORE MAKING ADJUSTMENTS IN THE FIELD. 5. ALL SURFACE TRANSITIONS ARE FLUSH TO ADJACENT PROPOSED OR EXISTING SURFACES EXCEPT ENCLOSED BUILDING AND BULLPEN PITCHING MOUNDS. REFER TO THE RELEVANT DRAWING SHEETS AND DETAILS. 6. LAYOUT OF LIGHT POLES TO BE STAKED AND FIELD VERIFIED IN COORDINATION WITH ELECTRICAL PLANS AND LAYOUT OF THE FENCING AND PAVEMENTS. ENGINEER TO APPROVE PRIOR TO EXCAVATION. 7. DIGITAL DESIGN DATA (AUTOCADD v2010; X,Y ONLY) WILL BE PROVIDED TO THE CONTRACTORS LICENSED LAND SURVEYOR FOR CONSTRUCTION STAKING. NORTH PROJECT REF: _FAC22-0015-___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREMEN J/ DEV REVIEW ENGINEER:�ezy� DATE APPROVED: 06/16/2023 0 20' 40", SCALE: I" = 20' DA HOGAN ASO lum Ave SE, wlh 225 y206 US O400 Bel WA 98004 www EaM1oganrom REV I REV. DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL. No. .E TACOMA NNE PORTLAND BEND 1250 Pa ilh Ave. 'Le Ovealae 1901 WI 51h Avenue 404 see tel Ba sell sold Suite 1100 swlem0 Washington 9N07 Washington9AIDl Oregon 904 Ore 9TIW Nt.05m 50.2525NO 503.5350707 541.330MW BLRBcam Title: MULTIPURPOSEDrawing DIMENSIONING I_ 4 BLRB ARCHITECTS, P S. PA 1 4 1 5 1 e I VA 0 A A L R IE INFILLED SYNTHETIC TURF SYSTEM SUPPLEMENTAL PAD BASE BID: PRE—MANUFACTUERED SHOCK PAD ALTERNATE- PAVED —IN —PLACE ELASTIC LAYER 8" BASE COURSE PERMEABLE AGGREGATE I COMPACTED SUBGRADE 4" PERF. CORR. POLY. DRAIN TUBING. LATERAL SPACING 15• TYP. PERMEABLE STRUCTURAL SOIL BEARING FABRIC MUST BE FLAT ON SUBGRADE FOR FULL WIDTH. FABRIC CONTINUOUS THROUGH 42� SUBSURFACE DRAINAGE TRENCHES (TYP.) MIN. PEA GRAVEL INSTALLATION TO FULL DEPTH OF TRENCH & 2" CROWN. SYNTHETIC TURF FIELD & DRAINAGE SECTION NOT TO SCALE 1/2" RUBBERIZED SURFACING E 1-1/2" ASPHALT PAVING (2nd LIFT) 2" ASPHALT PAVING (1st LIFT) 6" CRUSHED 77 7 7'7 7 7 7 7 7 7 7 7'7 7 7 7'7 SURFACING TOP 7777777777777777 p' COURSE p p V p V V V V V V V V V V V V V COMPACTED — F SUBGRADE 7 RUBBERIZED TRACK AND FIELD EVENT SECTION n a NOT TO SCALE CHAIN LINK FENCE F-2.6 CONCRETE 4 6" CINDERS CURB F-2.4 to SURFACE VARIES .. '..«.... ,++++.+ J. Jppppppppppp pp '°.s •° GEOTEXTILE pppppppppp p SEPARATOR p p p p p p p p p p p FABRIC — ... ... 6" CRUSHED SURFACING COMPACTED SUBGRADE TOP COURSE SHOT PUT LANDING AREA NOT TO SCALE NOTES: 1. INSTALL PEA GRAVEL WITH 2" �O �OOoOo O GROWN 2. REMOVE PEA GRAVEL CROWN OoO� OoOO BE FLUSH WITH SUBGRADE PRIOR TO INSTALLATION OF AGGREGATE CLEAN, WASHED PEA GRAVEL AS FOR NGECESSARY �\ r 2^ 2\ � 12•• MINA III 4" PERF. CORR. POLY. d� DRAIN TUBING SEE I 1 ° oo oo ' DRAINAGE SHEET FOR oho INVERT ELEV. INFORMATION \ ' EXPANSION JOINT / SEALANT Q 4 EXPANSION JOINT o a / 3/8" EXPANSION 4" BAND WITH JOINT WITH 2" SMOOTH FINISH POLYURETHANE 2" CENTERED ON JOINT SEALANT EXPANTION JOINT FINISH GRADE a D • • < ° a A pppppppppppppppp p I III --III III III III 1 III I�1- I SUBGRADE COMPACTED II TO 95% MIN. A: CONCRETE PAVING AT EXPANSION JOINT HAND —TOOLED WEAKENED PLANE JOINT, DEPTH EQUAL 25% OF THE SLAB THICKNESS a A a a pppppppppppppppp o II II -I 1=III-III-III-I I- III-III=1 SUBGRADE COMPACTED _ I1- TO 95% MIN. CONCRETEAV NWITH WEAKENED I T CONCRETE PAVING SECTION NOT TO SCALE 6" CONCRETE PAVING LIGHT BROOM FINISH 6x6-6 GAUGE -WELDED WIRE MESH 6" CRUSHED SURFACE BASE/TOP COURSE NOTES: 1. SEE •L' SHEETS FOR LAYOUT AND SPACING OF ALL CONCRETE JOINTS. 6" CONCRETE PAVING LIGHT BROOM FINISH x6-6 GAUGE IELDED WIRE PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN•S ENGINEERING REQUIREMENTS /J��� DEV REVIEW ENGINEER: _ DATE APPROVED: 06/16/2023 DA HOGAN DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN •4 TACOMA SPOKANE PORTLAND BEND USOMR(Ace. 505WRIvenide 1001SWRh Avenue 404SW(olumba sde7m M0500 sunenoo sd1e200 WasNnglon98402 Washinglan98IDl Oregon 91204 Oregon S1702 25S.6ZL5599 541.33M51k BLRB.,n-r Me: FIELDDrawing & TRACKSECTIONS 1 4 1 • �T BLRB ARCHITECTS, P S. J 2 I 8 4" PERFORATED SNAP CAP 4" X 4' X 4' CORRUGATED ALL ENDS OF SNAP TEE POLYETHYLENE LATERAL A LATERAL TUBING DRAIN TUBING •o > " o•o o "-SLOPE :o 0 0 v.4 o•a o 0 0 > SLOPE TO DRAIN 00 _ GRAVEL o ¢ oa e ao.'� a ao.'� a ao.'� > 2" MIN 3' MIN o COMPACTED SUBGRADE STRUCTURAL SOIL 4" ADS INSIDE COUPLER BEARING FABRIC 12"X 12"X4" 6 CORR. POLY TUBING PVC TEE VARIES IN LENGTH 12" CPEP COLLECTOR FOR INVERT ELEVATIONS SEE DRAINAGE SHEET 1 SUBSURFACE DRAINAGE DROP -TEE _ F-2.2 NOT TO SCALE 4" PERFORATED CORRUGATED POLYETHYLENE • o_ ` o o LATERAL DRAIN TUBING CORR. POLY TUBING C SNAP CAP o , ' o , ' o , - " VARIES IN LENGTH ALL ENDS OF o o o o .. o o o o o o o 0 12" X 12" X 4" LATERAL TUBING o o oo o ° o o ° o = �o o ° oa _ �o �o ° INSERT TEE PEA GRAVEL " o ^ " ` •o ^ ` •o ^ " ` •� ° " I 3'MIN 2' "c•�°ooc °°o o°oo - o " 6" MIN? PEA GRAVEL- o 12" Al o ° 00 o ° 00 COMPACTED D -• o • o o` o_ ° e I SUBGRADE AT FIELD IN TRACKo•, ' o o•, ' o o - 0 12" PERF. CPEP COLLECTOR 6" MIN. -4 ° 0a -4 ° 00 o FOR INVERT ELEVATIONS - . o ° e . o _ - SEE DRAINAGE SHEET SIZE PER PLAN _ 4" PERFORATED CORRUGATED POLYETHYLENE 12" X 12" X 4" o v _LATERAL DRAIN TUBING CORR. POLY SNAP CAP o , " o e " o e " o , " TUBING INSERT TEE ^ ALL ENDS OF " oo'",00' oo' oo'� oo' VARIES IN LATERAL TUBING " o o < o " " LENGTH a " oo a " 00 a o 00 a o 00 o 0 00 E PEA GRAVEL <oo •o °o •o <oo. <oo. eoo eoo / oa ° oa ° oa�o a 000 3' MIN 2" MIN.I I- 12" MIN. COMPACTED AT MULTI -PURPOSE FIELD SUBGRADE NATIVE BACKFILL - 12" CPEP COLLECTOR SFOR EE INPoERT EELEVATIONS HEET F SIZE PER PLAN 2 SUBSURFACE DRAINAGE SIDE INLET CONNECTION -III-IIIII 2 NOT TO SCALE 3' MAX TO LIMIT PERMEABLE AGGREGATE PERMEABLE FIELD MATERIAL V Q(JU`�Q wVO lJ0 `(Jl]U�"vU�U UUO (]V"v0 Q-�J FIELD SUBGRADE IIIII o 00 00 00 00 00 _IIII-III-_III- o 0 o e o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4" PERFORATED -III-III -III o o CORRUGATED Q - POLYETHYLENE LATERAL • � DRAIN TUBING SNAP CAP ALL ENDS OF LATERAL _ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2" MIN TUBING -IIII E��� PEA GRAVEL 3" MIN. E3SUBSURFACE DRAINAGE LATERAL COMPACTED SUBGRADE F-2.2 NOT TO SCALE H RUBBERIZED 0.5" DRAINAGE SLOT RUBBERIZED 0.5" ACO SPORT TRACK SURFACING TOOLED EDGE TRACK SURFACING DRAINAGE 2000 CHANNEL SLOT ACO SPORT 200 2000 CHANNEL 6.1' F-2.1 F-2.1 E 3-1/2" ASPHALT 3-1/2" ASPHALT , PAVING ° 4.5" PAVING d 4.5" d da V V V 9.8" V V V V V V V V 9.8.. ° d, J$ 6' c V V V° V V V AGGAE 4.5"V V V V V V 6" BASE V V V 4.5' °" O -III°III-IIII AGGREGATE III -III g ° d III III 4.5 III -III I II 4.5' g -III Imo, f f III -III COMPACTED1_1 µIII °+ -T - III+7I I-i 5f1 _III- SUBGRADE 115.1 -IIII $ COMPACTED CONCRETE CONCRETE SUBGRADE 6 e K o 4 SLOT DRAIN 2 NOT TO SCALE B: TRACK SLOT DRAIN AT SYNTHETIC TURF INFILLED SYNTHETIC TURF 1 F-2.1 4 25MM SUPPLEMENTAL PAD 2" TOP COURSE PERMEABLE AGGREGATE 8' BASE COURSE PERMEABLE AGGREGATE TURF EDGE ANCHOR F-2.4 j RUBBERIZED TRACK SURFACING 2 F-2.1 342" ASPAHLT- V V ° 6" BASE V V AGGREGATE °20 75" 0.5" DRAINAGE SLOT ACO SPORT 2000 CNEL EDGE ANCHOR HAN 4 INFILLED 1 F-2.2 SYNTHETIC TURF 6.1. 4.5" 25MM SUPPLEMENTAL PAD 2" TOP COURSE , PERMEABLE AGGREGATE 8" BASE COURSE PERMEABLE AGGREGATE ° O CONNECT TO FIELD DRAINAGE COLLECTOR E I I°1 a u =I , 4.5"" III15.1" SLOT DRAIN CATCH BASIN NOT TO SCALE CHAIN LINK O MAXIMUM GRATE OPENINGS TO BE J" PER FENCE CBC/ACCESSIBILITY REQUIREMENTS (TYP. ALL GRATED AREAS) F-2.6 EXPANSION JOINT OLANDSCAPE, SEE 6.1" L-SERIES SHEET CONCRETE 4.5" O 4.5" F-21 PAVING 4 4 a _ 4 To s$NGE M v v v iF 4 6" CRUSHED v v SURFACE T °SUBGRADE III -III --III 45" - _IIIII =III -III III=�t1�1'IS'" = E CONCRETE CONCRETE COMPACTED CURB F-2 4 SUBGRADE TRENCH DRAIN NOT TO SCALE EAST JORDAN IRON WORKS LOCKING RING AND COVER CONCRETE COLLAR (OR APPROVED EQUAL) 2 STAINLESS STEEL CAP SCREWS. 6 2'-6" APPROVED WATER TIGHT PLUG (TYP) ::4:�sa: sae:4:�4:�4 •�L'.'L'�'L" 12- (PERF.) CPEP COLLECTOR PIPE APPROVED WATERTIGHT CONNECTION COMPACTED SELECT BACKFILL MATERIAL �-45' ELBOW CPEP 8" MIN ��`. `• -"Us �PLUG AND BLOCK WITH ENDCAP . ••:•••: '�!• '• OR CONTINUE PIPE _ _ �=� =�=� � III III �-III=IMTTII=III=1 -III=III-III=III- UNDISTURBED SUBGRADE III=III= 1=III-III-III=III-� COMPACTED BEDDING MATERIAL TEE WYE 45' (PEA GRAVEL 0 PERF. CPEP OR CLEANOUT NATIVE BACKFILL 0 CPEP) NOT TO SCALE I 71 e 0.5" DRAINAGE SLOT 2ACO00 SPORT 2HAN @12.2 RUBBERIZED TRACK CHANNEL SURFACING 2 6.1 " F-2.1 4.5a ,° \ '4.5" 342" ASPAHLT PAVING V V d`7 V V V V V 6" BASE °20.75" °° d AGGREGATE CONNECT TO d FIELD DRAINAGE I I I I a fnmm COLLECTOR_ CONCRETE 6" BASE AGGREGATE 9 ° 4. So , O Q d a O a d o ° O CHAIN LINK @42.6FENCE r EXPANSION JOINT / 1:2 BEVEL (TYP) CONCRETE BACKING 61" LANSCAPE, SEE 4.5" 4.5" L-SERIES SHEETS d 'MAX, CONCRETE CPE d l SFOR EEPCIVIL COLLECTOR NTINUATION a qCONCRETE F_2.q CURB COMPACTED 4,5" SUBGRADE a 15.1" - - TRENCH DRAIN CATCH BASIN TRENCH DRAIN CATCH BASIN NOT TO SCALE PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREME/J/// - DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 DA HOGAN '] DELTA I �."...".,.•I... 11..." DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION -AUBURN -SCHOOL.4 TACOMA SPOKANE I PORTLAND BEND 00holgrAee. 505 WAIveniJe 1001 SWSII,Avenue 404 SW Columba sul SuORO sunenoo suileEa0 Wminnynn9MW Wasnln amOre9enS1702 iSS.9t13599 Sp9 iR5p90 503535.11S01 541.130.63p6 BLRB.,nri DRAINAGE DETAILS I' GOfI BLRB ARCHITECTS, P S. PA A 4 104.43' FROM CL TO MEASURING LINE 132.02' FROM CL TO EDGE OF 103.77' FROM CL TO RUBBERIZED SURFACING 134.77' FROM rL EDGE OF INSIDE LANE LINE 131.77' FROM TL TO TO CL OF PERIMETER FENCE A 102.27' FROM CENTER LINE OUTSIDE LANE LINE N LINK TO INSIDE EDGE OF CURB RUBBERIZED CHAT FENCE TRENCH 6 28.0' RUBBERIZED RUNNING F-2.2 SURFACE DRAIN TRACK 8-42" LANES CONCRETE EDGE 1 F-2.4 CURB 2 5 LANDSCAPE, SEE LINE 2" F-2.3 L-SERIES SHEET SYNTHETIC =0.8.% 'I 5=0.8% TURF 1 F-2.1 - B vvvvvvvv vvv vvvv I; II -II o O vvvvvvv vvv Tvvvv _ 'vvvv vvv7 A 41.°• sYNTHE IC _ _ _____ III -III -I I III -III -I I I- _ _ _ _ v vvv v v v TURF III III III III III -II _ __ _ -III-III-III 11-III 11=III-111 F-2.a NAILER -1I1-_ III _ III _- --111-111-11 -III- -III--- --III III III III-11 L=11 L=1 I-III-III-III-11 III-III- L =1T - _III I_I ED CONCRETE I� CONCRETE 4 COMPACTED PAVING WITH CURB F-2.4 SUBGRADE THICKENED EDGE CONCRETE F-2.3 FENCE FOOTING 1 TRACK SECTION EAST c F_2.3 NOT TO SCALE 104.43' FROM R.P. TO MEASURING LINE 132.02' FROM R.P. TO EDGE OF RUBBERIZED SURFACING L PER 1FROM 103.77' FROM R.P. TO R.P. TO PERIMETER EDGE OF INSIDE LANE LINE 131.77' FROM R.P. TO FENCE 3 CONCRETE 102.27' FROM RADIUS POINT OUTSIDE LANE LINE F-2.4 CURB TO INSIDE EDGE OF CURB RUBBERIZED CHAIN LINK TRENCH SLOT 28.0' RUBBERIZED RUNNING SURFACE FENCE DRAIN F-2.2 INFILLED 4 DRAIN TRACK 8-42" LANES EDGE e SYNTHETIC F-2.2 D TURF 5 F-2.6 t ANDSCAPE, SEE HIGH JUMP �I 2" -SERIES SHEETS AREA LINE 5=0.8% 2" � F-2.3 5=0.8% SYNTHETIC O v V V V V V v v v v v v v v v v v v V V vvvv • I. ,, . TURF EDGE °•• e - - - - - - vvvv 7 v vvv ANCHOR III -III -III -III-III-III III -III -II _ _ ` I III -III -III- °• • 1 III -III -III -III -III -I III 11 I I -III -III -I I I_I I I_I F-z.a III III=11=1I1==1I1 =III =111 III- 11 11 I1 I�I I11 111�1 1111�1 II � III11= III-11=III11-111 --II III -III 1 1-111 111=111=111�I _ `'•I ' .II 'iceI ONCRETE 3111=111-1 I I�I 1I1- CONCRETE COMPACTED PAVING WITH CURB F-2.4 SUBGRADE THICKENED EDGE F E CONCRETE 5 FENCE FOOTING 2 TRACK SECTION SOUTH F-2.3 NOT TO SCALE F n rL 104.43' FROM TL TO MEASURING LINE 132.02' FROM CL TO EDGE OF 103.77' FROM rL TO RUBBERIZED SURFACING 134.77' FROM OL EDGE OF INSIDE LANE LINE 131.77' FROM CL TO TO rL OF PERIMETER FENC F+ 102.27' FROM CENTER LINE OUTSIDE LANE LINE CHAIN LINK TO INSIDE EDGE OF CURB 28.0' RUBBERIZED RUNNING RUBBERIZED FENCE RETE TRACK 8-42" LANES SURFACE F 2,4 CON CURB 2" EDGE � F-2.6 CONCRETE PLANS S=0.8% CIVIL PAVING, /^, \ LINE 2" F-2.3 S=0.8% / \GYNTHFTIf. ' ° g TURF 1 TURF 2.4 NAILER TRACK SECTION WEST NOT TO SCALE 102.27' FROM RADIUS POINT TO INSIDE EDGE OF CURB CONCRETE F_2 q CURB SYNTHETIC TURF 1 F-2.1 TURF 2.4 NAILER TRACK SECTION NORTH NOT TO SCALE vvvvvvvvv vvv v v v rI • V V V V V V V V V V V V v v v v V V V v v v v - - - - - - - - - - - vvvvv vvvv: ° =III=11 __ III=1I1=1I1=1I1=1I1=1I1=1I III=1I1=1I I1=1I1=1I I- -III-III-III-III-III-III -III-III II -III -III -II �=III=III-III II III II III III= ' CONCRETEe -III-III-III-III-III-III-1�1-�1 III -III -II III-III-III-IIII III III II II CURB -III-III-III-III-III=III-IT =1 III II=III=III=IIII-III-III III II CONCRETE 1 I 11=III=1I1=1 �- COMPACTED PAVING WITH SUBGRADE THICKENED EDGE • FENCE CONCRETE OOTING 5 F-2.3 132.02' FROM R.P. TO EDGE OF IM R.P. TO RUBBERIZED SURFACING 134.77' FROM LANE LINE R.P. TO Q PERIMETER FENCE 131.77' FROM R.P. TO OUTSIDE LANE LINE CHAIN LINK 6 RUBBERIZED FENCE TRENCH 28.0' RUBBERIZED RUNNING SURFACE DRAIN F-2.2 TRACK 8-42" LANES EDGE 2^ AN LINE ~ 2" F-2.3 5=0.8% 5=0.8% vvvvvvvv vvv vvvv r II=11 ' vvvvvvv vvv vvvd'. vvvvv •vvvv' I 111j1111= _ III -III -III -III -III -I I -III-III III III III_ __ ° _ ', • , -III-III-III-I-I-III III-III-I1 1I III -III I1-1I1-1I1-1I1-1I1 III -II III- - ' 1=1TI=1TI=1 1=1TI-I-I 1=11 -1 IITII IITIITIITII ' CONCRETE 1=1I1=ITi- PAVING WITH CONCRETE COMPACTED CURB SUBGRADE THICKENED EDGE . '.� _ .�,� 5 CONCRETE F-23 FENCE FOOTING VA PROVIDE 1/2" x 3" NOTCH FOR RUBBERIZED SURFACING 2" LANE LINE 1/2" TRACK SURFACE 3" 1-1/2" ASPHALT PAVING (2nd LIFT) 2" ASPHALT PAVING (1e<t uFr) 6" BASE AGGREGATE p p p p p p ppp ppp 02S7 ' p p p p p p ppp '7 p p p p ' p p p p p p RUBBERIZED SURFACE EDGE NOT TO SCALE CENTER NUMBER IN LANE TYPICAL TRACK NUMBER NOT TO SCALE PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER: _ DATE APPROVED: _06/162023 a � a TOP OF RUBBERIZED SURFACING TO BE FLUSH WITH CONCRETE PAVING SURFACE AT OUTSIDE EDGE/ PERIMETER OF RUBBERIZED TRACK CONCR PAVING F2.01 6z6-6 GAUGE WELDED 4 WIRE MESH a ° 4 a a BASE AGGREGATE 4 4 °a p v p 4 ° ppp p � a pppp p ppppp . p p p p p p p p p p °4 45• ppp. DA HOGAN DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND USORadkdne. 505WRimmiide 1001 SWS1d Avenue 404SW(olumba sde100 SuORO sunenoo sd1e200 WasNnglon9MW Washinglan98IDl 0mgm97204 Oregon S1702 RS1.5v5sm . 50331 541.33M51% BLRB.i wi SECTIONSDrawlN TRACK SITE DETAILS mm G Of I BLRB ARCHITECTS, P S. 4 j e 17 1 0 j n INFILL MATERIAL TO BE FLUSH WITH TOP OF CONCRETE CURB INFILLED SYNTHETIC STAPLE AS REQUIRED TURF (TYP.) TO ANCHOR TURF 1 F-2.1 FINISH GRADE B 25MM SUPPLEMENTAL PAD D D O O D D O C 2" TOP COURSE PERMEABLE AGGREGATE 8" BASE COURSE O O� PERMEABLE AGGREGATE SYNTHETIC TURF OOC EDGE ANCHOR C F-2.4 D (1SYNTHETIC TURF EDGE ANCHOR E F n a NOT TO SCALE CHAINLINK FENCE CONCRETE CURB _ 12" CONCRETE CURB TO BE FLUSH WITH ADJACENT SURFACE O ADJACENT SURFACE MAY VARY a CI� a p ° 0 ° a a 1 a A ° p a a a3. ° o p a p n ° d .jj a • °.°p �n �a 0 MULTIPURPOSE FIELD #4 CONTINUOUS INFILLED SYNTHETIC - TURF (TYP.) 1 F-2.1 A 25MM SUPPLEMENTAL! PAD 8" BASE COURSE — PERMEABLE AGGREGATE SYNTHETIC TURF EDGE ANCHOR FENCE POST FOOTING F-2.4 2X4 RECYCLED F REQUIRED. SECURE NOTE- CONCRETE EDGE ALTERNATE TOOLED JOINTS AND EXPANSION JOINTS 10' O.C. NOTES: 1. THE PLASTIC EDGE ANCHOR MAY BE TEMPORARILY SET WITH POWER -LOADS PLACED AT THE CONTRACTORS OPTION TO ASSIST IN ESTABLISHING THE PROPER UNE AND GRADE. THIS TEMPORARY HARDWARE MAY REMAIN AFTER FINAL INSTALLATION. 2. THE CONTRACTOR MAY CHOOSE TO UTILIZE STEEL POWER -LOAD DRIVEN OR RAM -SET CONCRETE ANCHOR NAILS, MINIMUM SHANK DIAMETER 5/32% MINIMUM HEAD/WASHER DIAMETER 3/8% SUFFICIENT LENGTH TO INSURE A MINIMUM 2" EMBEDMENT. INDIVIDUAL ANCHORS SHALL DEVELOP A MINIMUM 450LB SHEAR, 350LB TENSION IN 4,000PSI CONCRETE AT 2" EMBEDMENT. 3. ONCE INITIAL LINE AND GRADE HAS BEEN ESTABLISHED, INSTALL THE SPECIFIED RAM -SET OR POWER -LOAD DRIVEN CONCRETE ANCHORING NAILS IN MANNER CONSISTENT WITH THE APPROVED MANUFACTURERS PRINTED INSTRUCTION AND THE SPECIFIED SPACING. 4. WEDGE ANCHOR TO BE SET AT MIDDLE 50% OF EACH BOARD. 30" O.C. MAX., 4-6" FROM ENDS. 5. MINIMUM REQUIREMENTS FOR CONCRETE ANCHOR NAIL INSTALLATION DEPTH OF EMBEDMENT: 2" OR AS RECOMMENDED BY THE ANCHOR SUPPLIER, WHICHEVER IS GREATER. HORIZONTAL SPACING: NO GREATER THAN 21" ON CENTER AND 5" FROM END OF ANY LENGTH OF LUMBER. STAGGER THE SPACING OF EACH ANCHOR UP AND DOWN WITHIN THE MIDDLE ONE-HALF THE FACE OF THE RECYCLED EDGE ANCHOR. 21" 21" 21" 6" UPPER 25% (TYP) (TYP) (TYP) MIDDLE 50% OWER 25% SYNTHETIC TURF EDGE ANCHOR NOTE NOT TO SCALE CHAINLINK 9 FENCE F-2.6 0.5" 454 CHAMFER 12" 2.5" CLR L LO TOOLED EDGE 1" CLR. (TYP.) ° a #4 REBAR e °L LOCATE (2) CONTINUOUS ° p° CONTINUOUS #4 BAR O PLAN VIEW a p ° WITHIN THE BOTTOM ° 30% OF THE CURB a MASS PROVIDE FENCE POST ADEQUATE COVER 0.5" 45' CHAMFER 12" 1 p ° n a A CONTINUOUS CONC. MIN. 3" a ° a p FENCE POST FOOTING a p o ° #4 REBAR 3/8" IMPREGNATED FIBER a ° CONTINUOUS BOARD 0 ALL LOCATIONS, p@SECTION FULL DEPTH 0 FENCE POST LOCATIONS AT FENCE POSTS (E)ELEVATION CONCRETE CURB NOT TO SCALE INFILL MATERIAL TO BE FLUSH WITH RUBBERIZED SURFACE STAPLE AS REQUIRED TO ANCHOR TURF QA SECTION CONTAINMENT CURB SLOT e RUBBERIZED SURFACE DRAIN F-2.2 OVER ASPHALT PAVING 2 F-2.1 ° ° 4 1-1/2" ASPHALT PAVING (2nd LIFT) ° 2" ASPHALT PAVING ° (1ST LIFT) ° V jj 6" BASE AGGREGATE ° a 0 0 COMPACTED ° SUBGRADE II ® ° TRACK SLOT DRAIN III -III 0.5" 45° TOOLED EDGE CHAMFER (TYP.) Jl 2.5" CLR © ALTERNATE ° . EXPANSION JOINT AND WEAKENED • n PLAN/CONTROL #4 REBAR CONTINUOUS t JOINT AT EACH POST. CONCRETE PAVING JOINTS TO © PLAN VIEW ALIGN WITH CL OF 12" FENCE POSTS 0.5" 45' CHAMFER WHERE INCLUDED. 4;4 #4 REBAR 3/8" IMPREGNATED CONTINUOUS FIBER BOARD ® ALL LOCATIONS, FULL DEPTH ® FENCE POST LOCATE (2) CONTINUOUS LOCATIONS #4 BAR WITHIN THE BOTTOM 30% OF THE © ELEVATION CURB MASS PROVIDE ADEQUATE COVER PROJECT REF:—_FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENT . DEV RENEW ENGINEER: _ DATE APPROVED: 0&1&2023 DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL a TACOMA :NE .AND BEND VSOVatlkAw. 5011..,c;i& 106L...,.r aumua 404SW(olumba sude7o0 SU0500 sunenao sdle2g0 Waslunglon98402 Was*4g n98IDl 0mgov9lIDa Oregon002 253.025%9 "•.`••..•• 11 """ 1 'o gsob BLRB nr, SITE DETAILSa a ( �r , Of BLRB ARCHITECTS, P S. J N q 4 j U VA 0 j A L R Lp Em F n a SYNTHETIC TURF FIELD TURF NAILER AROUND 2^ " " " �"' " " " " . " " NAILER BETWEEN EDGE UTILITY VAULT " " _ " OF CONCRETE AND VAULT COMMUNICATIONS OR NAILER/ OTHER UTILITY VAULT I ' 'EDGE ANCHOR T 18" T NAILER/ I EDGE ANCHOR 2: ��.�- .-- .4.4 � CONCRETE TOP OF UTILITY VAULT SHALL BE COVERED WITH SYNTHETIC TURF. CUT HOLES IN SURFACING FOR BOLTS AND KEY ACCESS. SURFACE TO BE FLUSH WITH ADJACENT SYNTHETIC TURF. DEPTH OF BOX APPROXIMATELY 14". TOP OF UTILITY VAULT SHALL BE COVERED WITH SYNTHETIC TURF. CUT HOLES IN SURFACING FOR BOLTS AND KEY ACCESS. SURFACE TO BE FLUSH WITH ADJACENT SYNTHETIC TURF. DEPTH OF BOX APPROXIMATELY 14". Ll 0,0 30" COMBOX 3500+ SERIES COMMUNITCATION HAND HOLE NOT TO SCALE 20'W NET BLACK IOTLESS PYLON. SQUARE MESH ON ALL EDGES 24" GROUND SLEEVE 10'H x 20'W NET BLACK #36 KNOTLESS PYLON. 1-3/4" SQUARE MESH BOUND ON ALL EDGES PORTABLE BALL CONTROL NETTING NOT TO SCALE BOND TURF TO PLYWOOD PROVIDE MIN. 4" X 4" SQUARE WITH SPEC. ADHESIVE. OF TURF (COLOR OTHER THAN IN —FILLED SYNTHETIC GREEN) TO IDENTIFY TURF TURF SYSTEM COVER LOCATION 3/4" THICK MARINE GRADE PLYWOOD (2 PIECES) 6" CONCRETE COLLAR W SOLID CATCH BASIN LID At NOTE: DIMENSIONS FOR THE TURF COVER WILL BE 6" WIDER THEN THE EXISTING CATCH BASIN LID. SYNTHETIC TURF CATCH BASIN COVER NOT TO SCALE 7 14" INSTALL PEA GRAVEL BELOW COMBOX GRAVEL INSTALL 04" PERE. CPEP DRAIN LATERAL AND EXTEND TO EXISTING FIELD DRAINAGE COLLECTOR TRENCH TOTAL LENGTH 180' 20'-0" i 20'-0" ALUMINUM POLE 2-3/8" O.D. 1" NYLON STRAPS 2 EACH CONTINOUS BENEAT LID, TRIM TO FIBER HEIGHT 1—X" ANGLE IRON OR / , WOOD TIMBER 1 2 TO SUPPORT COVER. PERMEABLE AGGREGATE I" STAINLESS STEEL/GALVANIZED-- IRON SCREWS, 4 EACH SOLID OR GRATED COVER CATCH BASIN Do 10'-0" 2,-0„ RUBBERIZED ADHERED TO TOP OF GROUND SLEEVE PLUG PROVIDED BY NEE POST MANUFACTURER TOP OF TURF ON CAP TO BE FLUSH WITH SURROUNDING SURFACES (TYP) RUBBERIZED SURFACING II�II 2 OOoO^ ° sa •� °° vvvvvvvv F-2.1 vv vv avv vvvvvvvv SEE SECTION A —A 1/2, 24" GROUND SLEEVE FOOTING DEPTH: 24" DEEPx18" 0 [� 7.5" • °� 24" GROUND i, SLEEVE PLUG INFILLED 1 SYNTHETIC TURF SYSTEM F-2.1 ADJUST AS NEEDED D CONCRETE CATCH BASIN WALL PRESSURE TREATED 44 SPACER TO PROVIDE ADDITIONAL SUPPORT PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENT DEV REVIEW ENGINEER: DATE APPROVED: OW1&2021 _ DA HOGAN DELTA DRAWING REVISIONS AS -BUILT DRAWINGS fF OLYMPIC MIDDLE SCHOOL UCTION AUBURN .. DISTRICT No. 403 TACOMA %NE PORTLAND BEND 1250Sa47k Aue. �'R4ei4tle 1001 MS1h Avenue 404SW Columba Suitem Suite 500 Suite1100 501 Wailnngtun9M@ Washingiw98201 Oeeggn9R04 mewn91N2 20.5225599 509.251.MO 501535.01 541.330.6506 BLRBmm Drawing TII SITE 1�4DETAILS i _---' Of BLRB ARCHITECTS, P S. J 2 _ CAST DOMED POST CAP QB CAP A 'EYE" TOP ( 1 E \ SET 1.66" O.D. TOP SCREW & BOTTOM RAIL Oq TERMINAL POST CAP CHAIN LINK FENCE TOP FABRIC, FINISHED WIRE SIZE RAIL AND MESH AS SPECIFIED ( 1 1.66" MID -RAIL / 'EYE' TOP WHERE SPECIFIED \ CAP 0 x 7G TENSION WIRE Q LINE POST CAP B WHERE SPECIFIED "0 SURFACE AND FINISH CCONCRETE VARIES KNUCKLED TGP & \BOTTOM O C\\ /CURB©FABRIC SELVAGE FOOTING DEPTH AND DIAMETER I (SEE SCHEDULE) CONCRETE FOOTING "III-_ ° III= TAIL OF TIE III 2 I1 M I ALWAYS =III. C. F-2.6 III -III. AGAINST :, IIIIIIIII� POST & III=III=III=III=111 LOCKED FOOTING DEPTH 4�• dll-III=III=III=III KUNDER qND DIAMETER 1=III=III=III=III- COMPACTED SUBGRADE 3111-IIL-ITI- (SEE SCHEDULE) OR UNDISTURBED SOIL DO FABRIC TIE u F-2.6 (17 CHAIN LINK FENCING ELEVATION & SECTION IE NOT TO SCALE n n n n n n FENCING TYPE 20' HIGH 9' & 10' 8' HIGH 6' HIGH 3.5' HIGH BACKSTOP HIGH FENCING FENCING FENCING FENCING O.D. LINE •r •- AS SPECIFIED) - GA. ALUM. WIRE TIES c D.C. 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III= � •14.00' _ - 0D __ L -- 4.00 3 #4 TIES 4"O.C. AT - III'_- TOP AND #4 TIES AT 10 I' �_ INCHES ON CENTER A - ¢ _°1 ° A' THEREAFTER CONCRETE FOOTING ALTERNATE REBAR 3' DIA. X _,I • HOOKS TO OPPOSITE DEPTH VARIES -SEE f - - - - _ - •-- SIDE, 12' O.C. TABLE , 1 H SUBGRADE _ ^r v. E F. 1 11 FENCING NOTES: Im SUBGRADE 1. ALL FENCING FABRIC SHALL BE NO. 9 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING EXCEPT FOR DESIGNATED 3' DIAM. ° SECTION A -A' ° SECTIONS OF THE BACKSTOP FENCING WHICH SHALL INCLUDE NO. 6 GAUGE FINISHED STEEL WIRES WITH BLACK VINYL COATING.---� I) ROUND FOOTING CONCRETE FOOTING FOR 20' HT POSTS I�' 2. ALL POSTS, RAILS, BRACES, POST TOPS, STRETCHER BARS, BANDS, ETC. SHALL BE PAINTED BLACK. 3. TENSION WIRES AND WIRE TIES SHALL INCLUDE A BLACK VINYL COATING. 3DIAM. 4. MAXIMUM POST SPACING: 10' ON CENTER. F 5. ALIGN POSTS SO THAT FENCE FABRIC IS INSTALLED IN A CONTINUOUS, STRAIGHT LINE, REGARDLESS OF FENCE POST DIAMETER 22� CHAIN LINK SCHEDULE F1.6 NOT TO SCALE G - TRUS ROD FULCRUM TYPE LATCH RETCF BAR STRETCHER BAR H SWINGING GATE 4" O.D. POST 1WWWW SURFACE AND 4" BASE VARIES SINGLE SWING GATE NOT TO SCALE CHAIN LINK FENCE 1 F-2.6 CONCRETE FOOTING DIAMETER AND DEPTH (SEE SCHEDULE) (TYP) 2 SUBGRADE MIN. 5'-0"O.C. 2-7/8"O.D. TERMINAL, CORNER OR GATE POSTS (TYP.) 9-GA. ALUM. WIRE TIES 0 12" O.C. (FOR GALV. FENCING) OR 8-GA. WITH 9-GA. CORE WIRE (FOR COLOR COATED FENCING TYP.) 'BULLDOG INDUSTRIAL' OR BOX HINGES FOR 6" ADD LARGER POSTS (2 PER LEAF TYP.) - _- =Z • 3/8" TRUSS ROD DIAGONAL BRACES (TYP.) 1-5/8"O.D. MIDDLE RAIL (TYP.) HEAVY DUTY LOCKABLE FULCRUM GATE LATCH (TYI 7• F-2.6 CLEAR TENSION BAR BANDS/CLIPS 0 12, O.C. (TYP.) 5/8" TENSION BAR (TYP.) TENSION WIRE (TYP.) FABRIC 0 1-1/2" (MAX.) ABOVE FINISHED GRADE 0 GATE AND FENCING (TYP.) 1-5/8"O.D. BOTTOM RAIL (TYP.) FINISH GRADE Ilk I II FOOTING DEPTH 2 AND DIAMETER F-2.6 (SEE SCHEDULE) 4 \ TRANSOMED SINGLE SWING GATE F-2.6 NOT TO SCALE DOUBLE SWING GATE NOT TO SCALE Ito] JNd1• 1 1.67" O.D. GATE FRAME CHAIN LINK FENCE F220 SEE FENCING 2 SCHEDULE FOR FOOTING DEPTH F220 DOUBLE WHEEL OUTSIDE OF ENCLOSURE TOP RAIL �-v ROLLING GATE PIPE TRUCK ROLLING GATE ROLLING GATE W/LOCKABLE LATCH F- 1-5/8" I.D. TOP RAIL ^ FENAIN CE LINK TRUSS RODS' �-' BOTTOM RAIL SINGLE ROLLING GATE NOT TO SCALE m BASE AGGREGATE 8 1 3" MAX CHAIN LINK FENCE GATE POST 8 STANDARD GATE LATCH GATE LATCH F-2.6 NOT TO SCALE OUTSIDE OF ENCLOSURE DOUBLE WHEEL OUTSIDE OF ENCLOSURE TOP RAIL ROLLING GATE PIPE TRUCK ROLLING GATE ROLLING GATE W/LOCKABLE LATCH r 1-5/8" I.D. TOP RAIL CHAIN LINK FENCE DOUBLE ROLLING GATE NOT TO SCALE 1-5/8" BOTTOM RAIL INSTALL CAPS OR PLUGS AT ALL RAIL ENDS PROJECT REF: _-FAC22-0015__ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REOUIREMEN DEV REVIEW ENGINEER: DATE APPROVED: 0&1&2023 DA HOGAN A E FRAME ACKING ULCRUM ATCH DELTA 1.". ICI DRAWING REVISIONS AS -BUILT DRAWINGS IF OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN DISTRICT No. 403 TACOMA SPOKANE PORTLAND BEND RSOWnirAw. 505WRIvenide 1001SWS10Avenue 404SW(olumba SureiM wnes00 sunenoo MINI) WasNng1on98402 Wasninglnn9e201 oregm97204 Oregon S1702 253.6215599 3092525080 501535.11i07 541.330.6506 BLRB, -1 Me: DETAILSDrawing FENCING Of J J BLRB ARCHITECTS, P S. A 2 F-2.5 END POST AND SIZE PER B 60' CABLE NETTING POST D 10' HEIGHT HAIN LINK FENCE E - 1 1" TO 2" GAP SEE CHAIN LINK A e SCHEDULE FOR ° FENCE POST FOOTING SIZE F n rL BALL 2 1 MAX 60' LF CABLE BETWEEN VERTICAL RIGGING ASSEMBLY NETTING POST 0 60'-0" O.C. MAX. SEE FENCING PLAN FOR POST SPACING 1/2 ON —CENTER DISTANCE (24" MAX NET CABLE SAG) SEE TOP CORNER CABLE �& RIGGING INSET O - CABLE O.C. CAL CABLE 1SET OD SEE CONN CHAINLINK INSET (Ei CHAIN LINK T 'I lTi 11 ��1—Ili—Ti—_ I I VTROL NETTING ASSEMBLY FENCING WITH NETTING NOT TO SCALE 6.625"0 TERMINAL POST (TYIP ) ------- ---- a 12" CONCRETE ° _ a CURB 1 d d TYPICAL FENCE POST LAYOUT NOT TO SCALE KNOTLESS 2" SQ. NYLON 3ALL CONTROL ECTION 0 FENCE FENCE POST 1 4 B TOP CORNER CABLE & RIGGING NOT TO SCALE 1" MA 1 6 1 B FULL 1 7 1 D VERTICAL CABLE RIGGING E CONNECTION @ CHAIN LINK FENCE NOT TO SCALE NOT TO SCALE HARDWARE NOTES: I N m I I I I (D CABLE ANCHOR ON NET POST, 1 INCH DAIMETER. EDGE SUPPORT CVERTICAL Q GALVANIZED OR STAINLESS STEEL THREADED MASTER LINK CARABINER OR APPROVED NOT TO SCALE EQUAL, 1/2" x1-1.5" PROVIDE HORIZONTAL HARDWARE WITH APPROVED BLACK FINISH. © GALVANIZED STEEL THIMBLE SIZED FOR THE SPECIFIED WIRE ROPE; USE AT ALL CABLE TERMINATIONS. CONNECTION NOTES: o GALVANIZED STEEL WIRE ROPE, 5/16"0. E WIRE PE CONNECTOR, U—BOLT TYPE. MIN. TWO PER CONNECTION OR AS (D TOP CORNER; CABLE ANCHOR SIZED TO ACCOMMODATE BOTH NEEDED. THE LIMIT ON GAP BETWEEN THE POLE AND THE VERTICAL CABLE AND THE CONNECTING LINKS FOR THE VERTICAL SUPPORT © VINYL TAPE TRIPLE WRAP ALL CUT WIRE ENDS. CABLES. PROVIDE (1) TURNBUCKLE AT EACH END OF EACH CABLE. © PRE —FABRICATED BALL CONTROL NET ASSEMBLY TO BE PROVIDED WITH A CONTINUOUS 5/8 "0 NYLON ROPE BORDER. Q2 LOOSE VERTICAL CONNECTIONS TO BE VIA BLACK VINYL OR POLYESTER SNAP —CLIP SPACED 6" O.C. OH BLACK VINYL OR POLYESTER SNAP —CUP FOR VERTICAL CABLE —TO —ROPE CONNECTIONS ONLY 3Q BOTTOM VERTICAL SUPPORT CABLE CONNECTION TO INCLUDE A TURNBUCKLE FOR ADJUSTMENT. OI GALVANIZED OR STAINLESS STEEL TURNBUCKLE, 1/2 " x 12". NOTES: 1. INSTALL TERMINAL POST MIN. 100' O.C. FENCE FABRIC 4"0 FOUL (TYP ) POLE/ TERMINAL 10' MAX O.C. POST a a d a d a a Q a a o n CURB 2.875"0 LINE 6.625"000RNER CENTERLINE POST (TYP.) POST (TYP.) NOTE: VERIFY ALL FENCE POST SIZES PER PLAN & SCHEDULE SEE DETAIL 1/F-2.8 FOR NET POST AT BACKSTOP PROJECT REF:—_FAC22-0015__ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREME DEV REVIEW ENGINEER: _9 DATE APPROVED: 0&16/2023 0 A DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT No. 408 TACOMA :NE .AND BEND VSO MdgrAv. 211. ,rc;i& 106L...,.r aumua 406SW(olumba sudemo SU0500 smlen0o slo1e2g0 WasMnglon984W Was*4gon98IDl 0regan9lIDa Oregon 002 BLRB.,v, NETTING DETAILS f m` G� Of J BLRB ARCHITECTS, P S. A 1 FENCING AND NETTING 2 FIELDSIDE CONCRETE I FENCE � I I 1 50' 3" POST B 018" 60' HIGH a NET POST 3" CURB 1.00' 3" w NET POSTS ALONG FOUL LINE / l 1 NET POST AT FENCE LINE O C E F n rL NOT TO SCALE PRECAST 1EIGHT ABOV PER APF MANUFACI SHOP DR CUSTOM BRACKETS AROUND FENCE POST 3" 4 1.00 FlELDSIDE 3' CHAINLINK FENCE AND NEfING CONCRETE 018" 60' HIGH - / CURB NET POST J CUSTOM 1.00' BRACKETS AROUND FENCE POST NET POSTS AT BACKSTOPS SECURELY FASTEN PERIMETER ROPE TO NET POSTS AT ANCHOR LOCATIONS. SECURE BOTTOM OF NEfING TO CHAINLINK FENCING WITH HOGS RINGS 18" O.C. A 60, '*��ELEL E GALVANIZED STEEL POLE }" STEEL 5' D.C. "m (TYP.) / �\�B C FULL WELD 5' O.C. i 24" �1 (NP.) INSET A. ` CABLE ANCHOR ' TYPE A ,LE ' GALV. ` STEEL POLE i" STEE` 4"i k. 1„0 FULL k" WELD 2}" INSET B, ` CABLE ANCHOR ' TYPE B OWMEMOO ILL A TOTAL OF 11 CABLE ANCHORS PER POLE 5' O.C. & BOTTOM SEE INSET "A", ALL OTHERS SEE INSET "Be) cALV. FG STEEL POLE CABLE ANCHOR TYPE B I1" STAINLESS STEEL LINK T FULL WELD ` NET CABLE POLE BASE ` NE a.uu BORING Blit L INSET C: CONDRION PER APPROVED MANUFACTURER'S SHOP DRAWINGS FOUNDATION BORING DIAMETER PER APPROVED MANUFACTURER'S SHOP DRAWINGS BALL CONTROL NETTING POLE BASE NOT TO SCALE 6 8 T NETTING NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL STRUCTURAL CALCULATION AND DETAILED CONSTRUCTION PLANS SHOWING LOCATION AND SIZE OF ALL CONCRETE FOUNDATIONS, REINFORCING STEEL, ANCHORING, STEEL AND ALUMINUM DECKING AND STRUCTURAL COMPONENTS. ALL DRAWINGS MUST BE SEALED BY A PROFESSIONAL STRUCTURAL ENGINEER, REGISTERED IN THE STATE OF WASHINGTON. 2. REFER TO THE GEOTECHNICAL REPORT FOR SOIL CONDITIONS FOR BLEACHER FOUNDATION DESIGN. 3. THE CONTRACTOR SHALL PROVIDE ANY DOCUMENTS FOR A SUPPLEMENTAL BUILDING PERMIT REQUIRED BY THE CITY OF AUBURN. 4. 60' TALL NETTING POSTS TO BE PROVIDED BY MUSCO, WEST COAST NETTING, OR APPROVED EQUAL. 4" 4"X3"X10'XNe PLATE PHOTO OF INSTALLED CONDITION Ml FIELD W 2" ON COLD G OVER W 4*X3*XlO'XNsm PL 3" MUSCO POLE BRACKET n - 10' FENCE SCALE: Y2'=T MUSCO POLE BRACKETS NOT TO SCALE MUSCO BRACKET ELEVATION n- 10FENCE o is MUSCO POLE FIELD WELD 2" ON 12" CON GALV. OVER WEN 6"X3"X30'XIk" PLATE 60X30X30•XWj" PLATE n 11l HOLE FOR FENCE ATTACHMENT 30'-0" MUSCO BRACKET ELEVATION I L CSCAl NIS MUSCO POLE BRACKET n - 30' FFNCF � PROJECT REF: _FAC22-0015-___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBUU'S RN ENGINEERING RE E ea UB��,,, DEV REVIEW ENGINEER:NEER: DATE APPROVED: 06/16/2023 DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOLDISTRICT No. 41 TACOMA SPOKANE PORTLAND BEND 12501BdI . 505WRiversi0e 100151g51h Avenue 4045W(olumbia smlema suil suite1100 smlem0 WAgIngL019Rg7 Wa5hington90ID1 Oregon 97204 Oregon 9/202 253.0.5599 909.2525080 503.535.0707 541.330.E % BLREl Dr�v,lnn Title' NETTING DETAILS • llee4 , BLRB ARCHITECTS, P S. J 1 2 3 69' 2 CABLE NETTING 8.CABLE NETTING F-2.8 POST 17.86' POST F-2.8 38.42' 38.41' A 40.00' 26.43' 40.00' 1 43.51' 44.00, END 8' HIGH CHAINLINK FENCING. 5' OPENING 5' OPENING \ 00' BEGIN 10' HIGH BACKSTOP FENCING. 40.00' 40.\ DUGOUT HOME 4 39.80' 2.10 PLATE -2.14 DUGOUT 7.5 1 B 60' HIGH FENCE POSTe -2.10 F L0i E F n rL WITH NETTING F-2.8 i (TYP.) C 1 j 25' DOUBLE SWING GATE F-2.6 5' SINGE 3 SWING GATE F-2.6 PLAN VIEW §g_ A A A A B 1 9 GAUGE FABRIC 01 E E D D D D D D D D D D 25' DOUBLE SWING GATE 9 GAUGE FABRIC LIMIT OF 6 GAUGE FABRIC STOP 3 ELEVATION VIEW BOARDS F_; 1 BASEBALL BACKSTOP -WING FENCING 3 3/8" X 6" GALV. END 10' HIGH CHAINLINK. CARRIAGE CARRIAGE BOLTS BEGIN 8' CHAINLINK. (6) 2X10 BOARDS, PRESSURE TREATED AND STAINED. INSTALL BOARDS BUTTED TOGETHER WITHOUT \ GAPS INSTALL 2" PAD TO COVER, 45.60' STOP BOARDS. SECURELY \ ATTACH TO STOP BOARDS 47.43' + (Z)60' HEIGHT OVERALL; 10'-60' x2" SQ. NYLON NETTING. Q20' HEIGHT CHAINLINK FENCE; 2" MESH X6 GAUGE BELOW 10', X9 GAUGE ABOVE 10', TOP, BOTTOM, AND 5' INTERMEDIATE RAILS OD 10' HEIGHT CHAINLINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL QE 8' HEIGHT CHAINLINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL 9 GAUGE FABRIC / NOT TO SCALE CABLE NETTING 19.54' POST CABLE NETTING F-2.8 r 18.71' POST 28.90' 28.41' 30.00, 30.00, 26.00' 4293• � 44.00' END 10' HIGH CHAINLINK. END 8' HIGH CHAINLINK FENCING. 400 5' OPENING 5' OPENING 40.00' BEGIN B' CHAINLINK. BEGIN 10' HIGH BACKSTOP FENCING. DUGOUT@ HOME 4 2.10 PLATE _2.iq DUGOUT 60' HIGH FENCE POST 1 1 WITH NETTING F-2.8 53.19' (n,P) 53.23' 3 5' SINGE 3 / SWING GATE F-2.6 10 SINGLE SWING GATE F-2.6 PLAN VIEW O A A O I I B n 5' SINGLE: I I I B 9 GAUOK SWING GATE FABRIC I I 0_ _ E E Eb bD bD �� D bD D D 10' SINGLE E SWING E GATE 9 GAUGE FABRIC LIMIT OF 6 GAUGE FABRIC ELEVATION VIEW STOP 3 SOFTBALL BACKSTOP -WING FENCING BOARDS F-2. 3/8"X6" GALV. BOLTS. 2 BOLTS P 0 ENDS AND CEN PEEN E TO PREVENT NOT TO SCALE WELD ANGLE IRON TO POST. GRIND ALL WELDS SMOOTH. PAINT WITH 2 COATS GALVACON OR EOUAL (TYP) ANGLE IRON (TYP) CARRIAGE [R BOARD ER POST. DLT ENDS REMOVAL VII y 36" 36" ° FOOTING D a a 1 AND DIAME (SEE SCHEE 24" 24/� CONCRETE CONCRETE / : \ ae """"11" 1"' / GURBING (IYP) REAR ELEVATION F-2.a STOPBOARDS Q 60' HEIGHT OVERALL; 10'-60' x2" SQ. NYLON NETTING. QB 20' HEIGHT CHAINLINK FENCE; 2" MESH X6 GAUGE BELOW 10', X9 GAUGE ABOVE 10', TOP, BOTTOM, AND 5' INTERMEDIATE RAILS Q 10' HEIGHT CHAINLINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL QE 8' HEIGHT CHAINLINK FENCE; 2" MESH X9 GAUGE, TOP, MIDDLE, BOTTOM RAIL 9 GAUGE FABRIC 2X10 PRESSURE TREATED DOUGLAS FIR 545. CABLE NET INSTALL BOARDS BUTTED PnSTTOGETHER WITHOUT GAPS. 4" POST W/CAP TREATED AND STAINED IYL CLAD 2" PAD TO COVER STOP BOARDS. SECURELY 01' ATTACH TO STOP BOARDS a 1" CLEAR 2 36" 36" 2 TER U E) F-2.6 24" 24" ` a CONCRETE CURB (TYP) F-2.4 @ FRONT ELEVATION VA POST DIAMETER VARIES TUCK BACKSTOP FENCE FABRIC BETWEEN MIDDLE RAIL & STOP BOARD (2" MIN.) 2" 2 DEPTH - F-2.6 _ CONCRE FOOTING 4" MIN. I�I iI�I 4 \ BACKSTOP WITH STOPBOARDS F-2.9 / NOT TO SCALE FLAG: IN OUT OF 1-1/2" X 11GA. PLAY PLAY MILD STEEL FAIR FOUL A36 FLATTENED (IN PLAY) TERRITORY EXPANDED SHEET OUTFIELD FENCING 2' MIN LINE POST FENCE FABRIC CONCRETE CURB 77 FOUL POLE INTERGATED AS TERMINAL POST FOUL POE FOOTING 25 FOUL POE: 4" O.D. PAINTED VIEW YELLOW SCH 40 GALVANIZED "-4" CLEAR OF zr TOP RAIL INSTALL FOUL POLE 7 OUTFIELD SIGN AS A TERMINAL POST IN F-2.9 OUTFIELD FENCE 6 FENCE RAIL WITH CAP F-2.9 (COLOR TED) OUTFIELD 2 SET GROUND 7FENCING F-2.6 SLEEVE FLUSH WITH TOP OF CONCRETE CURB FINISHED GRADE SURFACE VARIES =II FENCE UNE CUR II F-2.4 3' GROUND ° SLEEVE 'I a 24" DIA. 5' DEEP CONCRETE FOOTING ELEVATION r5FOUL POLE TE@F-2.1 AGGREGATE ETE 3 \ NOT TO SCALE WELD ANGLE IRON TO POST GRIND ALL WELDS SMOOTH. PAINT ANGLE WITH 2 COATS GALVACON OR EQUAL. (TYP) " X 6" GALV. CARRIAGE BOLTS. 2 BOLTS PER BOARD 0 ENDS AND CENTER WELD ANGLE IRON TO POST. POST. PEEN BOLT GRIND ALL WELDS SMOOTH. PAINT WITH ENDS TO PREVENT 2 COATS GALVACON OR EQUAL REMOVAL AND FINISH TO MATCH FENCE POST. (TYP) 1 1/2"X1/8"X2" ANGLE PLATE (TYP) FOOTING DEPTH 2 AND DIAMETER (SEE SCHEDULE) F-2.6 as 2X10 PRESSURE TREATED DOUGLAS FIR 545. INSTALL BOARDS BUTTED STOP BOARD ATTACHMENT TOGETHER WITHOUT GAPS. a POSTSTERMINATE FENCE CAP AT DIAMETER POLYURETHANE SLIT PIPE FENCE CAP r •- BD 111111111111111111111 TOP RAIL i7111111111111111111111 AT t�1111E11111,7111111111/ OFENCE UTFIELD .�.�� OUTFIELD PERIMETER FENCING INSTALL FENCE CAP AT ALL OUTFIELD PERIMETER FENCE FENCE CAP NOT TO SCALE 24" MIN 111 OUTFIELD SIGNS NOT TO SCALE PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 DA HOGAN SECURE WITH CABLE TIES 3' O.C. FENCE CAP FENCE POST 18 GAUGE ALUMINUM 4-YEAR VINYL BACKGROUND & GRAPHICS HOG RING SIGN TO OUTFIELD FENCE FABRIC METAL SIGN WITH GREEN BACKGROUND AND 12" MIN. ANTIQUE WHITE NUMBERS. 18" LOCATION: MIN BASEBALL FIELD LEFT FIELD FOUL LINE 300' RIGHT FIELD FOUL LINE 262' REV I REV. DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN DISTRICT No. °4 TACOMA SPOKANE PORTLAND BEND 125011atilk Ave. 50SWIh iCe 100191f5th Avenue 404 SW Columba Suite 700 Suite 500 Suite1100 stui 0 Washington 98402 Washinglan9BIDl Otgai Oregon S1702 253.0r5599 5092525080 501535.11i07 541.330.65H BLRBcom Drawing Title: BACKSTOP 1� 1 , I BLRB ARCHITECTS, P S. NOT TO SCALE J A 0 C Li E F n 1 12" CONCRETE CURB 3 F-2.4 1 7.00' 8.00, 1 2 3 6" CONCRETE PAD LIGHT BROOM FINISH 5' OPENING (NO LEAF) -210 EXPANSION 0.50' JOINT (TYP) o a < ° ° 30.00' 40.00' 9 1 9' FENCING J F-2.6 WITH 6 GAUGE FABRIC CONCRETE DUGOUT PLAN VIEW NOT TO SCALE 3/8" HARDBOARD 0 EXPANSION JOINT CENTERLINE OF DUGOUT SLAB 2.5" - I° I 4 ° =II II I II u u n °'° n Al . ^4. -11 #4 REBAR CONTINUOUS EXCEPT AT EXPANSION JOINTS 20'0" O.C. CONCRETE DUGOUT EXPANSION JOINT NOT TO SCALE PRE -PAINTED 24 GA HR36 METAL ROOF PANELS ON 20 GA. GALAVNIZED CORRUGATED METAL DECK. SECURE METAL DECK TO FENCE RAILS WITH EPDM WASHERED GALVANIZED TEK3 SCREWS AT 6" OC 84" 12 4 12" 1.5 _2, 10 MIN TREATED 4x ROOF SUPPORT "````yybbbbbbllJJJJJJII PLAYERS 6 GAUGE BE 5 2.10 CONCRETE PAD 4 F-2.1 2" 6" 2" CLR ° CLR. SLOPE #4 REBAR-/m__�j Ivvoovvoovvoovvo COORDINATE LOCATION OF BASE AGGREGATE' BENCH FOOTINGS TO NOT CONFLICT WITH FENCE POST FOOTINGS 3 CONCRETE CURB F-2.4 2 CONCRETE FOOTING (FOR FOOTING DEPTH F-2.6 AND DIAMETER SEE FENCING SCHEDULE) r3CONCRETE DUGOUT SECTION NOT TO SCALE CONCRETE PAD LIGHT BROOM FINISI T 2" (TYP.) I 2.5" FENCING WITH NETTING HOMEPLATE 5' SINGLE 3 SWING GATE PLAYERS BENCH 2.10 4 F-2.10 EDGE 1 FENCING OR NETTING - TREATED 48 ROOF SUPPORT �10' CHAIN 1 LINK FENCE FINISH GRADE OF INFIELD TO BE FLUSH WITH DUGOUT SLAB AND CURBING INFILLED SYNTHETIC TURF e F-2.1 �o #4 REBAR 61iId�:UPli 4 TREA: DUGOUT ROOF EDGE NOT TO SCALE :7 L 3-3/8" F.V. FENCE TOP RAIL FENCE FABRIC DRIPLINE OF FLASHING AND SHALL BE FLUSH PLANE OF FENCE FABRIC 3-3/8" F.V. 24 GAUGE ZINC-AUME CLEAT, PRE -FINISHED FENCE POST 7 8 20 GAUGE BARE GALVANIZED CLIP (3) PER PANEL 20 GAUGE BARE GALVANIZED FLAT STRAP EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. FENCE FABRIC 20 GAUGE BARE GALVANIZED CLIP 24 GAUGE ZINC-AUME FLASHING, PRE -FINISHED F.V.. SET PANEL INTO SEALANT 0 FLASHING ROOF PANEL DRIPLINE OF FLASHING AND ROOFUNE SHALL BE� FLUSH WITH PLANE OF FENCE FABRIC 20 GAUGE BARE GALVANIZED CLIP (3) PER PANEL 18 GAUGE BN-36 DECKING PANEL 20 GAUGE BARE GALVANIZED FLAT STRAP EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. FENCE TOP RAIL- 24 GAUGE ZINC-AUME FLASHING, ROOF FRONT VIEW PRE -FINISHED "OLD TOWN GRAY" 24 GAUGE ZINC-ALUME FLASHING, PRE -FINISHED EDPM WASHERED GALVANIZED TEK3 SCREWS 24" O.C. INTO Z-FURRING 24 GAUGE ZINC-ALUME Z-FURRING, PRE FINISHED, INSTALLED BETWEEN PANEL RIBS ROOF PANEL 3.4GALVAN20 GAUGE BARE 1ERI PAINED CLIP (3) Tf 6" ALL ALUMINUM PCTS PLAYER BENCH AND FITTING w MFG: OUTDOOR ALUMINUM POTS 21' OR EQUAL z W/2" SQ.. GALV. TUBE CONC. SURFACE TO HAVE LIGHT BROOM FINISH � BROOM FINISH TO BE IN DIRECTION OF RUN-OFF. � STEEL TROWEL EDGES W/ 1/2" RADIUS. f�JiT7fd 18" CONCRETE PAVING, SEE CIVIL PLANS � 3�19> •� °� 4 voo4 a b o0o v v 18" MIN vvvv IVVK CONCRETE PAVING F-2.1 BASE AGGREGATE 3" 2" DIAM. IIICONCRETE FOOTING NOTE: COORDINATE BENCH FOOTING TO NOT CONFLICT WITH FENCE POST FOOTING PLAYERS BENCH DETAIL NOT TO SCALE 1-1/2" F.V. -12" 3/16 x d GALVANIZE METAL 24 GAUGE C"' ` TO WOOD ZINC-AUME SELF -TAPPING FLASHING, SCREWS 0 6' O.C. PRE -FINISHED EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. FENCE POST CUT METAL ROOF TO ACCOMMODATE ENCE POST OR FENCE CAP 0" MIN. -1" MAX. ROOF PANEL EPDM WASHERED GALVANIZED TEK3 SCREWS 6" O.C. ROOF PLAN VIEW 0 FENCE POST PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREME DEV REVIEW ENGINEER: _ DATE APPROVED: 06/16/2023 BEAM ONE SIDE ONLY: SIMPSON BC40 BEAM BOTH SIDES: SIMPSON CCOQ44 molsim 4 4 kyla I imL momn . a DA HOGAN ncv KI:V.UAic ncv Ucx;rcry I IUm DELTA DRAWING REVISIONS AS -BUILT DRAWINGS TACOMA SPOKANE PORTLAND BEND VSORadgrAm. 505WRImmiide 1001SW510Avenue 404SW(olum8a I sude7m sone500 sunenoo sD1e200 Was10ng1on98402 Washinglan98201 OnSw91204 Oregon S1702 M.02 5%9 Sp9,2525080 501535.0501 541.33M51k BLRB,nn i "a I BLRB ARCHITECTS, P S. J 2 A I I F-2 1 INFILLED SYNTHETIC TURF I GALVANIZED CAP -ADJUST TO TOP COURSE RP TOP OF PERMEABLE TOP PERMEABLE AGGREGATE COURSE AGGREGATE SUPPLEME DEPTH MAY VARY OVER PAD CONCRETE FOOTING BASE COURSE 1 '� PERMEABLE AGGRETATE 0 0 2" GALV. PIPE; THREADED END B TO RECIEVE BRASS CAP, SURVEYOR TO MARK RP i .005' (X,Y) " 12"x12" OR 12"0 x18" '�qlI=III— I� IIEI 18" CONCRETE FOOTING IIF PIPE rll I' PROVIDE A 1/20 GALV. THROUGHBOLT �` \ TO RESIST ROTATION j =11 i �2' � COMPACTED �HIF � - SUBGRADE 1 RADIUS POINT MONUMENT F-2.11 NOT TO SCALE IIIFTIII GOAL POST 20' D PRIME AND PAINT GOALS YELLOW UPRIGHT TOP OF CROSSBAR E —7 10' FROM TOP OF TURF INFILL 8" END LINE GOAL POST FOOTING SEE DETAIL I 360, I TO OPPOSITE END OF FIELD F F-2.11 I I I I FACE OF CROSS BAR TO I I FACE OF CROSS BAR I II I I 11 I COORDINATE FOOTING LOCATION APP2 FOOTBALL GOAL POST NISTALIATIONVED INSTRUCTIONS MANUFACTURER'S PRINTED F-2.1Z NOT TO SCALE GOAL POST IN CONCRETE FOOTING SLEEVE OR ANCHOR BOLT FIELD CENTERLINE PLATE ASSEMBLY COORDINATE TOP OF CONCRETE a e SLEEVE OR FOOTING WITH GOAL POST COVER INFILLED SYNTHETIC AND SYNTHETIC F-2.1 TURF ANCHOR PLATE TURF INSTALLER SUPPLEMENTAL PA 5 2" TOP COURSE F-2.11 PERMEABLE AGGREGATE 8" BASE COURSE PERMEABLE AGGREGATE o�i-i� �-�- H III III �( ° 1- - °° ° STRUCTURAL SOIL III —III— 8.00" BEARING FABRIC ,-I I-1 14 1111111 - I ° _1 14 ° 'I I • ° I a, A - I CONCRETE GOAL POST FOOTING SUPPORT d ° l 3' SQUARE X 5' DEPTH 6" d ° 4 OR 3' DIA. X 6' DEPTH b a JI/ °° ° °° I ADJUST GOAL POST I° CROSSBAR TO 10.0' HT. °d ° I ABOVE FINISH FIELD GRADE it a 4 I° ° ° ° I -III---------°--� ° _ ° 6.00" CLEAR INSTALL PROV DE CLEARANCE BOLT L POST SLOT. NO. GOAL POST III SLEEVE TO ACCOMMODATE BOLT. III -III —III- SUBGRADE (NOT REQUIRED FOR ANCHOR-11 _11 _ IF 3' PLATE TYPE INSTALLATION) •IIII111— / ' FOOTBALL GOAL POST FOOTING NOT TO SCALE 4 REBAR (VERT.) 10) IF ROUND 12) IF SQUARE 8 4 1 INFILLED SYNTHETIC TURF SYSTEM A' #4 REBAR (VERT.) �(10) IF ROUND (12) IF SQUARE #4 REBAR ,�12" O.C. (HORIZ.), EXCEPT 4" O.C. (TOP 3) ALTERNATE — --_ REBAR HOOKS TO OPPOSITE SIDE, • \°• 'I 12" O.C. J °M "° II I � I II _ 3" Ili i- SECTION A -A' ROUND FOOTING OPTION 3'-0" 2' SECTION AT GOAL POST F-2.11 1/2" X 1 1/2" X 1/4" ANGLE PLAN AT GOAL POST NOT TO SCALE TURF FILLER KIT (TYP BOTH SIDES) NOTE: IF GOAL POST IS REMOVED, INSERT KIT IS REPLACED BY A SOLID, ONE PIECE UNIT. • • II Be TOP VIEW FOOTBALL GOA F EMM )VERB GOAL ACCESS FRAME BOX 4.- 4 AA SIDE VIEW SECTION AT GOAL POST NOT TO SCALE MIS 5 1 e 1 7 1 BOND/SECURE SYNTHETIC TURF TO ONE PIECE AND TWO PIECE COVERS. SYNTHETIC TURF TO MATCH FIELD SURFACE FULL COVER SOCCER GOAL ADHERE/ SECURE GROUNDBAR SYNTHETIC TURF TO (TYP') TOP OF COVER INFILLED SYNTHETIC TURF SYSTEM / LOCKABLE ANCHOR CABLE WITH SWAGED LOCK LOOP. LOCK F.I.O.C. MULTI FIELD FOUNDATION XTWMIN.OBOX & COVER 3000 PSI CUBIC FOOT CONCRETE FOOTING SOCCER GOAL ANCHOR NOT TO SCALE VINYL —CLAD 3/16" STAINLESS STEEL AIRCRAFT CABLE SOCCER GOAL GROUNDBAR (TYP.) GALVAI WITH STEEL LOOP AND CLAMP TO INTERNAL ANCHOR, DRY THROUGH ALUMINUM 0 COVER'S ACCESS HOLE PROVIDE A SEAMLESS AND STORES CONVENIE INSIDE BOX WITH COVE • DRILL 3/4" HOLE FOR DRAINAGE PIPE INSTALL 1" SCH PVC PIPE FOR DRAIN HOLE MIN. 3000 PSI TWO CUBIC FOOT CONCRETE FOOTING BOND TURF TO PLYWOOD WITH SYNTHETIC TURF SPEC. ADHESIVE. SURFACE 2 -I� 1'-73/4" THK. EXT. GRADE PLYWOOD 1" 8 1/2" T GOAL 1GOAL 1 1 r —7 8-34 J L J 1._7.. NOTE: FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION GOAL POST COVER TYPE "A" GOAL POST COVER TYPE "Be 2 SETS REQ'D AS SHOWN 2 SETS REQ'D AS SHOWN GOAL POST TURF COVER NOT TO SCALE VINYL —CLAD 3/16" STAINLESS STEEL AIRCRAFT CABLE ACCESS HOLE — WITH RUBBER GROMMET ADHERE/ SECURE SYNTHETIC TURF TO COVER (TYP.) ALUMINUM COVER 1/8" THICK III MATERIAL NOTE: REMOVE HINGE FUNCTION FROM BOX TO PROVIDE REMOVABLE COVER. PROJECT REF: __FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMEN DEV REVIEW ENGINEER: _ DATE APPROVED: 06/1612023 _ WELDED SUPPORT (3) UNDERNEATH FOR HEAVY TRAFFIC DA HOGAN REV I REV DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOL. AUBURN TACOMA I a ND BEND U5011adil . ffS:. '.era¢ dOd SW lolum0ia Suite NO Sno¢Sto SeiteIIN Suite 200 Washinsion9M02 Was0inglon98201 Oregon 17204 Oregon9i202 253b1 592515080 503.535.0707 5413306506 BLRB com Dral Tell FIELD• r��'I 4 BLRB ARCHITECTS, P.S. A L R L E ' 2 26.25- 2342' 4.00' 13.17, RUNWAY TAKE - OFF BOARDS SANG JUMP PIT SAND CATCHER 2 MMEASURING LINE FOR TAKE -OFF BOARDS 23.00' 32.00' 23.42' 24.00'I 8.00, 2" PAINTED 2.00' STRIPE (TYP.) 4.00' RUBBERIZED TAKE -OFF RUNWAY BOARDS SAND 3 CATCHER FULL POUR EPDM AND 5 F-2.12 POLYURETHANE GRAY TAKE -OFF -2.1 MARKINGS. 2 TOTAL LOCATIONS LONG JUMP TRIPLE JUMP WITH SANDCATCHER- PLAN VIEW NOT TO SCALE 1/2" RUBBERIZED p SURFACING OVER ASPHALT PAVING 15" JUMP PIT n SAND 1/2" RUBBERIZED SURFACING OVER CONCRETE PAVING 4 F-2.1 v vvv o vvvvvo CATCHER rI tl'0;:_ r PEA "GRAVEL COMPACTED SUBGRADE TAT` TT 3 4" POLY. PERE CORR. CLEAN, WASHED PEA F-2.2 TUBING SEE DRAINAGE GRAVEL AS NECESSARY SHEET FOR LEVELING JUMP PIT SECTION WITH SANDCATCHER EDGE PR SAND F-2.12 NOT TO SCALE F 12MM RECYCLED RUBBER MAT COVER MAT RETAINER SUPPORT /2' RUBBERIZED SURFACING OVER r5� 1.4 6"[CONCERTE PAVING@-2.1 e CONCRETE ASPHALT OR F-2.1 15" 12• 12" C' v cvvvv vvvv . 000vvvvovv '' T _ITI I EEI � I � ISall- JUMP PIT ., SAND - SAND IEIIr V-1.5' - CATCHER 10.22" (�3 JUMP PIT SECTION @ SAND CATCHER rL NOT TO SCALE 2" PAINTED STRIPE 1/2" RUBBERIZED - SURFACE F-2.1e ASPHALT PAVING SAND CATCHER 9 2.1 THE TOP OF SAND CATCHER IS TO BE FLUSH WITH THE TOP OF THE RUBBERIZED RUNWAY. PROVIDE 1/2" SLOT FOR RUBBERIZED RUNWAY ` THE TOP OF THE CONCRETE CURB IS RAISED 1/2" ABOVE THE SURROUNDING CONCRETE PAVING RUNWAY AT JUMP PIT CURB NOT TO SCALE 4 j )z" RUNWAY THICKNESS 4" 0 17 1 16" CONCRETE 8" 4" RUBBERIZED 2 SURFACING F-2.1 - ° d ° d _ _ 4 3.50" ASPHALT 4 PAVING 2%' ° 4 ° ° d d ° d TAKE —OFF dBOARD ° ° d BOARD TRAY. POSITION TRAY. Nz" GRAY PIGMENTED URETHANE AND. FOR TAKEOFF BOARD WITH GRAY ° EPDM RUBBER SURFACING ° RUBBERIZED MATERIAL ADDED ° - d° 4 TO BE FLUSH WITH RUNWAY - 4 d ° SURFACE d a d d ° 4 ° ° d ° d ° ° d 4 ° 4 '7 '7 BASE COURSE ° PERMEABLE AGGREGATE EXTEND CONCRETE 1" PVC DRAIN PIPE TO SUBGRADE EXTEND CONCRETE 12"+/- FOR CONNECTION SEE TO SUBGRADE SHEET F-1.31 TAKE -OFF BOARD SECTION NOT TO SCALE DRILL HOLE FOR 2" PAINTED LINE INSERTION OF PVC PIPE 48" ALUMINUM TAKE -OFF 2" T BOARD TRAY (NOTE: 1 TAKE -OFF BOARD NOT SHOWN IN THIS VIEW) 10 L4 0 1HI Ff. S=O.SK MIN. 5=0.5% MIN. PVC PIPE A 1 2" 2" PAINTED RUNWAY STRIPING 48" - e" L `1" PVC PIPE 2" PVC PIPE 2" X 1" BUSHING CONNECT TO SUBSURFACE 900 PVC ELL RUBBERIZED DRAINAGE LATERAL SURFACINGe SLOPE 0.50% MIN 2 F-2.1 SECTION A —A PLAN TAKE —OFF BOARD TRAY NOT TO SCALE A PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER: DATE APPROVED: _06/62023 0 j ncv recv.UA1L ncv utx Kiv 11Um DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND 050MrIRedoe. 505WRivenide 1001SW510Avenue 404 SW Columba sde7M SuORO sunenoo sW1e200 Wailnnyon98402 Washinglan98201 O7egm97204 Oregon S1702 251.9215%9 S092525080 501535.0707 541.33M51k BLRB,nn FIELD EVENT DETAILS i OfJ BLRB ARCHITECTS, P S. J 1 I 2 I S I I 5 0 A CONCRETE CURB — i WITH CHAIN 3 1 LINK r j FENCE F-2.4 F-2.6 4 rrrrr ,a CONCRETE PAVING B � r r r r r r r n a r r r r r r r 44 y r r r r r r r A l a r r r r r r r r r 1 a 1V SHOT PUT 1 PAD 2.13 1 1 r r r r r r r ° 1 1 ti 1 ° Ci r r r r r r r 1 �� rrrrrr r r r r r SECTOR LINE SHOT PUT PAD r r r MID) AND TOE 3 r 4 BOARD (TYP.) CINDERS LANDING AREA 3 (TYP.) 1 SHOT PUT - PLAN VIEW F-2.13 NOT TO SCALE 2" WIDE PAINTED STRIPE R=3'-6" (SHOT PUT) 34.92• —� y STOP BOARD SHOT PUT PAD 2.13 2 —2.13 NOTE: LIGHT BROOM FINISH CONCRETE SLAB 1/64" (MM.) ROUGHNESS SLOPE 1% SHOT PUT PAD -TOE BOARD NOT TO SCALE SECTION MARKER TO BE FLUSH WITH FINISH GRADE IS r r TROWEL FINISH 6" CONCRETE SLAB r CONCRETE 4 CINDERS LANDING PAVING F-2.1 AREA GALVANIZED FINISH GRADE 10.00 -- NAILS r r e 00 00 ovovovovovovov0000 00000vovovvvovovov• GALVANIZED Il 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 4 0 0 0 0 0NAILS F -� — —III— -1 I - I-111-111_ BASE AGGREGATE SECTION III --III I1= —II II IIII II' AGGREGATE COMPACTED 6" BASE SUBGRADE AGGREGATE � �2� SHOT PUT PAD / "I""" SHOT PUT SECTOR LINE NOT TO SCALE C] a NOT TO SCALE CAST ALUMINUM STOP BOARD 3'-6" R. CURVE 4' A ANCHOR BOLT AS O [ REQUIRED FOR O O �[ FURNISHED UNIT A 4.5" J­ � 4.5" � nnuracrF INC SLICE FIRE HOSE, PAINT WHITE, AND WRAPPED AROUND 4 X 4 r r r PRESSURE TREATED WOOD 4 X 4 O� IOR WITH 1 ;SURE TREA D 1 X 2 MAX. O.C. PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENI DEV REVIEW ENGINEER:' DATE APPROVED: 06/16/2023 INCHOR PINS GALV. )R SS AS REQUIRED DELTAIII-V I I.". I.V.\ DRAWING REVISIONS AS -BUILT DRAWINGS SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND USOMIIII(Ae. 505WRIverade 1001SW510Avenue 404 SW Columba sude7m SuORO sunenoo sW1e200 Wm10ng1on98402 Wasninglon9e201 0regnn91ID4 Oregon S1702 253.6215%9 SD92525080 501535.11i01 541.330.6506 BLRB.,nrr FIELD EVENT DETAILS i OfJ BLRB ARCHITECTS, P S. 2 S9 4 8 1 8 1 7 1 0 9 1 n L C Ll. E HOME PLATE LAYOUT POINT F n IRD RASE LAYOUT \ � F 90.00, 80.00, 60.00' FOUL I (TYP.) 60.50' 43.00' 1.50 17.000"y' 17.00" J CONCRETE OUTLINE HOME PLATE LAYOUT POINT BASE AND PLATE ANCHOR LAYOUT NOT TO SCALE FOUL PRO -STYLE BASE FOR ALL OTHER BASES ADHERE SYNTHETIC TURF BACKING TO TOP OF CURED CONCRETE 1 D ° m D o ° 4' BASE WITH ANCHOR NOT TO SCALE FA 2.14 2.15 / 50'— FOUL LINE / (TYP.) / / 15.00" 90.00, � 1ST BASE Av 80.00, \ LAYOUT POINT 60.00' ORANGE SAFETY BASE FIRST BASE AT SOFTBALL FIELD ONLY, LOCATE ADJACENT INTO FOUL TERRITORY ANCHOR TOP PLATE MALE POST NOTE: — 6" 6" PROVIDE PLUG WITH TURF CAP TO FIT IN SLEEVE. ro i> 16o ANCHOR TOP PLATE FEMALE GROUND STAKE SET CONCRETE COLLAR PITCHING RUBBER TO RECEIVE PLATE FLUSH 6"SQz24" TO ADJACENT TURF INFILL MAINTAIN 1 4' ADHERE SYNTHETIC TURF / BACKING TO TOP OF CURED litil 1111111111 CLEAR AROUNDlit CONCRETE INFILLED SYNTHETIC TURF e F-2.1 5.75" 5.756 p o ° °1/4" 1/4" 'o TOP COURSE O ° F O PERMEABLE AGGREGATE BASE COURSE PERMEABLE AGGREGATE CONCRETE n O° p D 1" PVC DRAIN t 18" WIDE COMPACTED SUBGRADE 17— PITCHING PLATE NOT TO SCALE HOME PLATE HOME PLATE BEVELED EDGE MAINTAIN 1/4" GAP AROUND PLATE TO FACILITATE REMOVAL ° a 4" PV( ADHERE SYNTHETIC Ooi n EE TURF BACKING TO TOP OF CONCRETE ? SOIL BEARING — STRUCTURAL FABRIC AZ) = TOTAL DEPTH OF RUBBE ©= DEPTH OF HOME PLATE I HOME PLATE MINUS DEPTH OF INFILL NOT TO SCALE TOP OF HOME PLATE TO BE FLUSH WITH RUBBER INFILL IINFILLED SYNTHETIC TURF F-2 1 SUPPLEMENTAL PAD TOP COURSE PERMEABLE AGGREGATE BASE COURSE PERMEABLE AGGREGATE VVIWF..,IED SUBGRADE PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENT/S. DEV REVIEW ENGINEER: DATE APPROVED: 0&1&2023 K )A HOGAN u 114TH A.enues9,w�22S p 206 ze5 oaa9 wue. WA 99004 www Eah anrom BLRB ARCHITECTS, P S. REV REV. DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS SCHOOL RECONSTRUCTION SCHOOLa No. 408 TACOMA SPOKANEIr 12901hanIkAW. 505WRimmidn 10014';1 latamoaa Suite 700 MORO Suile1100 Swte200 Washington ONO2 Washingl0n98201 Oregon 91204 Oregon 91702 253.5v5sm 5092525090 503.535 WC' BLRB.mm BASEBALL SOFTBALL DETAILS 1 I 1 Sheet No. I Of PA 0 A 1 F-2.1 SYNTHETIC 15.00' L 3 PITCHER'S —2.14 PLATE NOTE: MATCH GATES AT EACH BULLPEN AS SHOWN ON FENCE PLAN 75 60' _ 010' SWING F-2.6 GATE BASEBALL BULLPEN PLAN VIEW Lol E NOT TO SCALE SYNTHETIC TURF @ EDGE ANCHOR F-2.4 60.50' - 8.32' 27.80' GATE F-2.6LE 0 G 20.00' ZNN�S�Y TURF EDGE 1 10.80' ANCHOR AT CONCRETE CURB (TYP.) 43.00' 3 PITCHER'S -2.14 PLATE _ M M 60.00' —@HOME PLATE CHAIN LINK FENCE IN @ 2.14 CONCRETE CURB (TYP.) F-2.6 SOFTBALL BULLPEN PLAN VIEW NOT TO SCALE 10' CHAIN LINK 1 FENCING IN CONCRETE CURB VHOME PLATE 2.14 5' SWING 0 GATE F-2.6 GREEN SYNTHETIC TURF 6.50'� 15.00' PITCHING @ PLATE 2.14 BROWN SYNTHETIC TURF GREEN SYNTHETIC TURF AT PITCHER'S MOUND, RADIUS PER PLAN INFILLED SYNTHETIC TURF 1 (TYP.) F-2.1 FINISH IF GRADE O 25MM SUPPLEMENTAL PAD o O p o O p o 0 0 0 0 0 0 0 0 0 _ " O " O _ 2" TOP COURSE o p o p o v PERMEABLE AGGREGATE O 0 O 0 O O 8" BASE COURSE 0 O O�0 O�oO PERMEABLE AGGREGATE ,-�0--r 0- --fir (4) 3/4'�M�ARINE GR 1 7� �_� PLYWOOD INSTALLED FOR _ COMPACTED RADIUS INDICATED SUBGRADE #4 REBAR 2' O.C. r3SYNTHETICTURF EDGE ANCHOR AT PITCHERS MOUND H E $ INFILLED SYNTHETIC 8 TURF 2" TOP COURSE m PERMEABLE o AGGREGATE B" BASE COURSE' PERMEABLE AGGREGATE L NOT TO SCALE GREEN BROWN fNTHETIC SYNTHETIC TURF TURF — 2, q. 6' 12'1 17.00' — 6" 6.50, PITCHING RUBBER Moo°oTe ooO� °o 'E)(p) 0000 '00000 ° 0�0 8 °0°°0 bo o �oo o Co o 0 0 c 0 o Qo o mo o 0o �o Qo Qo F I 14X4 RECYCLED PLASTIC:VI -III III III- 1II—_111 1I1 1I�111 III 1II III III 1I SE COURSE I I I -TIMBER LENGTHS — 2" TOP COURSE #4RER LI 2' O.C. (TYP.) PERMEABLE AGGREGATE PERMEABLE AGGREGATE BASEBALL BULLPEN MOUND NOT TO SCALE —CHAIN LINK @ FENCE F-2.6 12"x25" CONTAINMENT CURB _ — _.FG +10"0 2x4 RECYCLED PLASTIC TIMBER EDGE ANCHOR BROWN INFILLED SYNTHETIC TURF 34" 30" 10' REMOVABLE TURF INSERT WITH VELCRO EDGES Q�M 'D- - - 12:1 SLOPE FROM A POINT 6" IN FROM OF THE PITCHER'S RUBBER TO A POINT 6' TOWARDS HOME PLATE F-2.1 7._6" _ GREEN BROWN SYNTHETIC SYNTHETIC TURF TURF ..w .,,. SYN RF EDGETA CIHORU AT,,�Q PITCHER'S MOUNDJ_IL 4X4 RECYCLED @ PLASTIC TIMBER IN 2 15 LENGTHS AS REQUIRED. #4 REBAR 2' O.C. BASEBALL PITCHERS MOUND NOT TO SCALE BACK OF LEVEL PAD FINISH GRADE AT TOP OF PITCHER'S RUBBER TO BE LEVEL 10" ABOVE FINISH GRADE OF HOME PLATE 6' TO RADIUS 2' POINT 1r8" c ------- SYNTHETIC TURF EDGE ANCHOR AT PITCHER'S 215 N 8' MOUND CENTER CIRCLE RB, 4x4 RECYCLED PLASTIC TIMBER SURROUNDING CONCRETE PAD 4" CONCRETE PAD UNDER SYNTHETIC TURF 3'-6" X 10' PLAN VIEW 9'-0' 3 LEVELL PAD 5•-2" 30BROWN GREEN 6" SYNTHETIC SYNTHETIC 4� — TURF TURF— ED +U0;6 Q^... .. 1.50' �o�7PMO RE BASE COURSE) PERMEABLE AGGREGATE SECTION ® CONCRETE PAD CONTAINMENT CURB ELEVATION 0 FIELD SIDE —2.15 r6BASEBALL BULLPEN MOUND FENCING NOT TO SCALE TIMBER IN�LENGTHS�ASSYNTHETIC TURF EDGE REQUIRED. ITFI—ANCHOR AT PITCHER'S #4 REBAR 2' O.C. MOUND 3 —2.15 FINISHED GRADE 4" LINE FENCE POST +0.83' EXPANSION (10" MOUND HT.) JOINT BEHIND ±8" POST FINISHED ±B"x1 O" GRADE BULLPEN MOUND BUNKER \ \ 12"x12" I CONCRETE \ \ U CURB 3/4-1" CHAMFER STRIP \ \ LINE POST INSET (REMOVE WITH FORM WORK) 12 CONTAINMENT CURB INFILLED SYNTHETIC TURF i FENCE LINE CONCRETE CURB FLUSH EXPANSION JOINT WITH FINISH GARDE i i CURB q••m CURB 12" EW AT 45' MOUND FENCE LINE CONCRETE NOTES: POST TERMINAL CONTAINMENT Q 3/4 1" CHAMFER STRIP CAULKED IN PLACE TIGHT TO FENCE CURB POST DURING FORM CONSTRUCTION. PLAN VIEW PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: Lf—_ DATE APPROVED: lopor DA HOGAN ncv Kk:V.UAic ncv utx Klv I rum DELTA DRAWING REVISIONS AS -BUILT DRAWINGS TACOMA SPOKANE PORTLAND BEND 129011anfrAw. 505WAiveniCe 1001SWRhAvenue 404SW(olumhia Suite 700 MORI Sulte1100 Soite200 Washington 911M Washingl0n98201 Orc9m97204 Oregon S1702 253.5v1s 9 5092525090 503535.11i07 541.330.6506 BLRB.mm i BLRB ARCHITECTS, P S. J A B C D E F Q H E Wl 01 J ; 0 Q c 8 K In 1 2 3 CHAINLINK FABRIC & GUARDRAIL AT END OF LAST BLEACHERS ONLY 4 5 8 7 BLEACHER REAR RAIL PIPE BLEACHER REAR RAIL PIPE HANDRAIL BLUE BACKGROUND WITH WHITE 6" SYMBOLS 18.00" 36" SINGLE CHAIR NOTE: BLUE COLOR COMPANION 33" DOUBLE CHAIR SHALL CONFORM SEATING TO FED. COLOR 7 15090 OF FED. STD. _ 42• STD. 595B ----------------- TOE BOARD 12" n n SIGNAGE TYP. 'I MIN. �ii ii WHEELCHAIR AREAS 2 X 10 MILL i� �.''I 4" ((COMPANION: 1Y6 X 10" FOOTBOARDS 42" DIASTIC� (ACCESSIBLE: �I TT 48" 2XED II ��" li iii� '_'mil i�i� MIN ANODIZED SEATBOARD I " "COMPANION SEAT" ui L 1 X—BRACE I� L=B'-4 1/4" ion 17" COMPANION SEAT NET SEATS (18" PER ROWS LENGTH SEAT) NOTES 9 UNITS 5 27' 54 + 4 e" RISE/ROW ACCESSIBLE A 24- DEPTH/ROW SEATING IBC RAIL SYSTEM 4'-0" VERTICAL AISLE NOTE: BLUE BACKGROUND ALL PORTABLE BLEACHERS TO INCLUDE RAIL SYSTEM IN BOLT ON TONGUE *ATTACH BLEACHERS TO CONCRETE WITH WHITE SYMBOLS CONFORMANCE WITH IBC. X—BRACE X—BRACE GUIDE PAVING WITH WEDGE ANCHORS,ER L= 5'-1 7/8" L-6'-2 5/8" MANUFACTURER'S REQUIREMENTS nnn , BLEACHERS NOT TO SCALE PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. //��� DEV REVIEW ENGINEER: DATE APPROVED: 06116/2023 0 r�rl 4 HOGAN l Avenue SE, Su"225 P. 106.18sOM WA 98004 ww'AaM1gan mm BLRB ARCHITECTS, P S. 9 1 REV REV.DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION SCHOOLAUBURN .4 TACOMA SPOKANE PORTLAND BEND 12501ga2iIkAPe. 505WRWenide 1001SWSth Avenue 404SW(olumba smt97OO SuORO sunenoo stat9200 Washington 98C Washingion98201 Dera 2l Oregon S1702 233.6R5599 5 R25250A0 503535.0707 541.330.65N BLRBcom Drawing Atle: BLEACHER DETAILS J A B C D E F H E 7 1 2 1 w 0 w o w o ? c m � o z o w O O o r m w aw c O O N w o c w ] O K0 m '0 F O 0 9 m PLAN AT ui w GOAL POST i m LL o z O m G 4 ug J F-2.11 t 5 O U U m0 0 Lid� SOCCER G wo 2 O ANCHOR (T p 6 F-2.11 e 7 NSITHEDC TURF EDGE ANCHOR (TYP) 1 F-2.4 COMPOSITE LAYOUT PLAN SCALE 1"=20' sl 4" INLAID TURF SOCCER END LINE TURF END ZONE 8" TUFTED TURF SIDELINE 4" INLAID TURF SOCCER END LINE 4" RED UNI LIMIT OF SYNTHETIC TURF 460.00' LIMIT OF FOOTBALL FIELD AND UNIFIED LACROSSE 360.00' (INSIDE TO INSIDE) LIMIT OF SOCCER FIELD 345.00' (OUTSIDE TO OUTSIDE) 4" WHITE FOOTBALL 30 YARD LINE 4" WHITE FOOTBALL 30 YARD LINE 6 18 4" DARK BLUE UNIFIED LACROSSE LINE SOCCER FIELD` UNIFIED LACROSSE INLAID FOOTBALL LINE MARKINGS FIELD MARKINGS 1 1 F-3.4 F-3.5 6" 4" INLAID SOCCER LINE 0 rA SYNTHETIC TURF EDGE J ANCHOR (TYP) 1 F-2.4 FOOTBALL GOAL POST (TYP) FIELD MARKKNGS IN ORDER OF PRIORITY: FOOTBALL WHITE LINES SOCCER YELLOW LINES LIMIT OF SYNTHETIC UNIFIED LACROSSE RED/BLUE LINES TURF (TYP) FOOTBALL FIELD MARKINGS 1 F-3.3 PROJECT REF: _FAC22-0015___ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENi - DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 HOGAN 9 1 REV I REV. DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS • SCHOOL RECONSTRUCTION SCHOOLAUBURN TACOMA SPOKANEIr I150NeiIRAue. 505WRIYemide 10045s k,.nei 1lT,L,bI a Suite 700 Suite 500 Suite 1100 suti 0 Washington 98402 Washinglan98IDl Oregon 91204 Oregon 91702 253.0r559g r •, •,,.•o .. BLRB.mm Drawing Title: COMPOSITE LAYOUT PLAN & DETAILS 1 I 1 • Shi No. +Jn <'...,� OfI BLRB ARCHITECTS, P S. J A B C D E F O H J o 0 0 K 1 1 2 1 3 1 4 1 6 1 B 1 7 1 B 1 9 1 MULTI -PURPOSE FIELD COMPOSITE LAYOUT PLAN SCALE: 1 "=20' PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENT DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 FIELD MARKKNGS IN ORDER OF PRIORITY: BASEBALL WHITE LINES SOFTBALL WHITE LINES SOCCER YELLOW LINES UNIFIED LACROSSE RED/BLUE LINES REV REV.DATE REV DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS r HOGAN imnue sE wRe 225 P. 106,2850400 981M wwwAa�ogan wm BLRB ARCHITECTS, P S. OLYMPIC MIDDLE SCHOOL RECONSTRUCTION L AUBURN SCHOOL e TACOMA I .AND I BEND 12SOMgile Aug. 11„I," .. I,. ,:, Fi: AMR 404SN(olumba Suite 700 Suite 500 Smte1100 SUIe200 Washington 98402 Washinglan98201 Oregon 97204 0rNon97202 253.621r5599 90T 252 5090 5035350707 '.'706506 BLRB.com Title; MULTIPURPOSEDrawing FIELD COMPOSITE 1 I 1 T 1 Of 2 8 4 6 N VA 0 j 12 B GOAL AND C I Li WE E I FOOTBALL LAYOUT NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 2. ALL UNE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH. 3. ALL YARDLINES SHALL BE 4 INCH, WHITE, TUFTED INTO THE TURF PANELS, THE GOAL LINES WILL BE B" TUFTED INTO THE TURF PANELS. 4. AN 8 INCH WHITE LINE, TUFTED INTO THE TURF, WILL SURROUND THE ENTIRE PLAYING FIELD. F 5. 24 INCH SHORT YARDUNE EXTENSIONS, 4 INCHES FROM THE SIDELINES SHALL BE 4 INCHES WIDE, WHITE, INLAID LINES. 6. THE COACHING BOX AND TEAM AREA SHALL BE PER NFSHSA RULES. G a FOOTBALL LAYOUT PLAN SCALE 1"=20• TUFTED INl TURF PANE 4„ 2' ion 3' INBOUNDS UNES TYPICAL ON EVERY 5 YARD LINE EXCEPT ON GOAL UNES 0 7. THE TWO SETS OF INBOUNDS LINES ARE 53 FEET 4 INCHES FROM THE SIDELINES. INBOUNDS LINES AND SHORT YARDLINE EXTENSIONS SHALL BE 24 INCHES LONG AND 4 INCHES WIDE, INLAID, WHITE LINES. 8. THE 3—YARD LINES ARE 24 INCHES LONG, 4 INCHES WIDE, WHITE INLAID LINES AT THE CENTERLINE OF THE FIELD AND THE 3 YARDLINE ON EACH END OF THE FIELD. REFER TO PLAN FOR LOCATION. 9. WHITE YARDLINE NUMBERS MEASURING 6 FEET IN HEIGHT AND 4 FEET IN WIDTH WITH THE TOP OF THE NUMBERS 27 FEET FROM THE SIDELINES ARE INLAID TURF. 10. DIRECTIONAL ARROWS POINT TOWARD RESPECTIVE ENDZONES. ARROWS ARE WHITE, INLAID TURF WITH BLACK INLAID SHADOWS. THERE ARE NO ARROWS ON THE 50 YARDLINE. TUFTED TURF 8" SIDELINE Tr 8" 4" L 4•. 2 J INLAID WHITE TURF S I TUFTED TURF YARDLINE 0 n 2 INBOUND LINE DETAIL CF3 F 3.3 NOT TO SCALE SIDE LINE DETAIL NOT TO SCALE INBOUNDS PYLON MARKERS (4 REQ•D) 11. AN X WILL MARK THE SPOT OF THE KICKOFF AT THE 40 YARDLINE ON EACH END OF THE FIELD. THE 40 YARDUNE SHALL BE WHITE TURF TUFTED INTO THE TURF PANELS AND THE EXTENSIONS FROM THE X SHALL BE INLAID WHITE TURF. 12. PYLON LOCATIONS AT THE INTERSECTIONS OF THE GOAL LINES AND THE END LINES WITH THE SIDEUNES, AND THE END LINES AND THE EXTENSION OF THE INBOUNDS LINE SHALL BE 4 INCHES BY 4 INCHES. THE PYLONS SHALL BE FREESTANDING, WEIGHTED TYPE. 13. THE 50 YARDLINE SHALL BE OUTLINED IN YELLOW INLAID TURF ON EACH SIDE OF THE WHITE YARDLINE. 4" WHITE 25 YARD LINE TUFTED TURF PANELS � � �INIAI�D WHITE 2' l�� 2' 4" 4" � Z 4" 1' r T CL OF FIELD INLAID TURF WHITE 40 YARD LINE TUFTED INTO TURF PANEL 6 KICK-OFF MARKER F-3.3 NOT TO SCALE 4' `8" WHITE LINE TUFTED WHITE TURF INLAID NUMBER TURF PANELS WHITE TUFTED TURF PANEL 4" INLAID WHITE LINE WHITE INLAID NUMBER 5" rn r 18� w �3' �1 a 0 4 T 6 0 0 j INLAID ARROW 10'-8" 4. � 1 � 4' 6" 4" INLAID WHITE LINE NOTE: USE APPROPRIATE DIRECTIONAL ARROW AS REQUIRED SIDEUNE COACHES BOX DETAIL NOT TO SCALE 5 i YARDLINE NUMBER DETAIL F-3.3 NOT TO SCALE PROJECT REF: _FAC22-0015 _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS.,{ DEV REVIEW ENGINEER: DATE APPROVED: 06/16/2023 DA HOGAN MO 114l Avenue SE, Some 225 v. 106,"5o Bellevue, WA 9B ww Aamogan mm DRAWING REVISIONS AS -BUILT DRAWINGS lr OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN nn DISTRICT E TACOMA I .AND BEND RSOMdFAAR. 5E i. l..: ,,:: I,:.,,:, T.i: kunue 404SWTnlumhia Su0e 700 SUO 500 Suue1100 SUte200 Waahingun90402 Washinglgn98201 Omm S7204 OrNon97702 2B.0.55% 509]92SW " ""' R'70 Gsm BLRB.com Drawing TII FOOTBALL LAYOUT PLAN & DETAILS I I I OfI BLRB ARCHITECTS, P S. J 1 2 3 4 5 U 7 1 0 u A 0 F C E F n li SOCCER LAYOUT NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ALL LINE WORK IS TO BE LAID OUT WITH A TOLERANCE OF 1/4 INCH. 2. ALL SOCCER LINES ARE 4 INCH YELLOW/GOLD INLAID TURF AS DIMENSIONED ON SOCCER LAYOUT PLAN. 3. THE SOCCER GOAL AREA IS 18 FEET BY 60 FEET. REFER TO PLAN FOR LOCATION. 4. THE SOCCER PENALTY AREA IS 54 FEET BY 132 FEET. 5. THE PENALTY MARK IS A 2 FOOT LINE, 4 INCHES WIDE, 36 FEET FROM THE END LINE AND CENTERED ON THE GOAL. THE RESTRAINING LINE FOR PENALTY KICK AN ARC 30 FEET FROM THIS MARK OUTSIDE OF THE PENALTY AREA. REFER TO PLAN FOR LOCATION. SOCCER LAYOUT PLAN SCALE 1"=20' 41, 2 SOCCER SIDELINE 4 NOT TO SCALE 6. THE HALFWAY LINE FOR THE SOCCER FIELD IS A 4 INCH YELLOW INLAID LINE WITH A CIRCLE, 30 FEET IN RADIUS IN THE CENTER OF THE FIELD. THE RADIUS POINT OF THE MIDFIELD CIRCLE WILL BE INLAID YELLOW DOT WITH A 9 INCH DIAMETER. THE FOOTBALL LINES WILL PASS THROUGH THE SOCCER LINES. THE 50 YARD LINE OF THE FOOTBALL FIELD WILL BE WHITE WITH 4 INCHES OF YELLOW INLAID TURF ON EACH SIDE AND WILL EXTEND TO THE SIDELINE OF THE FOOTBALL FIELD. 7. THE SOCCER LINE WILL EXTEND BEYOND THE FOOTBALL SIDELINE BEGINNING 4 INCHES OUTSIDE THE 8 INCH SIDELINE AND EXTENDING THROUGH THE COACHES BOX. 8. THE CORNERS OF THE SOCCER FIELD SHALL HAVE A 3 FOOT RADIUS IN YELLOW TURF DESIGNATING THE CORNER KICK AREA. THE HASH MARK IS A 3 FOOT LINE, 4 INCHES WIDE, 33 FEET FROM THE SIDE LINE AND EXTENDS AWAY FROM THE FIELD OF PLAY. BREAK IN YELLOW SOCCER LINE INSIDE OF PLAYING FIELD 4T' I r� V FIELD — U .INE 4" BREAK IN YELLOW SOCCER LINE INSIDE OF PLAYING FIELD 4" INLAID YELLOW SOCCER LINE 3 SOCCER GOAL ALIGNMENT SQUARES ll�F-3.4 NOT TO SCALE 8" TUFTED LINE GREEN TURF 4" WHITE COACHING BOX LINE 4" YELLOW INLAID LINE GREEN TURF 4" YELLOW INLAID LINE MID -FIELD LINE AT SIDELINE NOT TO SCALE 0 J p W J ri W � W 0 �a oa of w® 0 yw 00� 00 w� 0 'o F GALS o 0 o. N m . �o N PROVIDE 2— 4" BREAKS FOR EACH SOCCER END LINE TO DESIGNATE GOAL LOCATIONS 3 F-3.4 5 SOCCER HASH 4ARK5 4" INLAID YELLOW LINES 4" WHITE LINE 4" 8.. �T 5'-4" 17'-6" 4" 6" I- L 04. 3' 5 SOCCER HASH MARKS F-3.4 NOT TO SCALE SOCCER SOCCER CIRCLE AND MID -FIELD LINE NOT TO SCALE TUFTED YELLOW SOCCER LINE Q R3' 7 CORNER KICK DETAIL F-3,4 NOT TO SCALE POINT FOR CORNER KICK YELLOW SOCCER LINE PROJECT REF: _FAC22-0015_ _ THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:NEER: DATE APPROVED: 06/16/2023 DA HOGAN M0114ax Awnue%,m"225 P.206.2B5.0a00 Bellevue, WA 98041i w AaM1gan mm F 40 YARD WWIIU DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION DISTRICT No. .4 —AUBURN —SCHOOL TACOMA SPOKANE PORTLAND BEND USONtlRrA9e. 505WRiverade 1001 SW S1h Avenue 404 SW Columba sde7m SuORO sunenoo sW1e200 ftNng1on98402 Washingl0n98201 Negm97204 Oregon S1702 20.05%9 503535.11i07 541.33M51k SLRB coin Atle: SOCCERDrawing • PLAN & DETAILS �mn i Of BLRB ARCHITECTS, P S. J A B C D E F H E ry ry —8 03 lit 1 1 2 1 3 1 4 1 e I e 1 7 1 3 1 9 1 BLUE LACROSSE MARKINGS 4" INLAID LINE BLUE LACROSSE MARKINGS WING AREA WING AREA BLUE LACROSSE INLAID WHITE 1 FOOT HASH MARK MARKINGS AND YELLOW LINE CENTERED ON RADIUS 6„ (CENTERLINE) TYPICAL 7 PLACES (ryp) g12M 35' R30.00' 60' 0.00'120.00' 35'DOT 60,46'-3"1BLUE LACROSSE 45.00' MARKINGS 45.00' 4" INLAID LINE BLUE LACROSSE MARKINGS 30' 30' BLUE LACROSSE MARKINGS I� (END/C) (C/END) 120.00' 60.00' 60.00' 120.00' — 360.00' UNIFIED LACROSSE LAYOUT PLAN SCALE: 1=20' NOTES: 1. ALL LINES SHALL BE 4" RED LINES UNLESS OTHERWISE NOTED. 2. LACROSSE LINES SHALL BE SECONDARY TO OTHER DISCIPLINES. PROJECT REF:—_FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENIUL OO////// DEV RENEW ENGINEER: _ <�— DATE APPROVED: 06/1&2023 REV. REV. DATE REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS nr 0i HOGAN imnue SE, w"225 v-206.2n5Aa00 smoa www a:noaen.�om BLRB ARCHITECTS, P S. OLYMPIC MIDDLE SCHOOL RECONSTRUCTION1' AUBURN SCHOOL a TACOMA. NE .AND I BEND VSOVadfirAv. 30,.. ,ueide IOLL.. ,.r Avenue 404 A Columbia sude100 sune500 snnen0o Suite 200 Wasbinp1on904W Washinglan98201 Oregon 91 Oregon9il02 M.N15% . 'tn0 503.53507P 511330 Win BLRS rn i TWO: UNIFIEDDrawing LACROSSE LAYOUT PLAN i DETAILS Of J PA 4 A 7 0 D ♦1 LIMIT OF INFIELD (TYP.)--" B (r SYNTHETIC TURF EDGE F-2.4 ANCHOR (TYP.) o� c 15100' 5.00' PAINTED WHITE COACHES BOX (TYP.) BASEBALL MARKING PLAN 4' GREEN �FOI SYNTHETIC (TyTURF (TYP.) /// 1 F-2.1 0 0 N G T a T 3 PITCHING 3.50' -2.14 PLATE pp ~ (TYP.) � R9• PITCHER'S MOUND ON5 L� 24.50' - -2.15 0 BASE AND o HOI Ir ANCHOR LAYOUT SOS• v PU (TYP.) O (yll 1 4" INLAID FOUL LINE -2.14 j(TYP) 1 3 BASEBALL n F-3.6 BATTERS BOX BASEBALL e BACKSTOP F-29 PERMANENT INSERREMOVABLE T , TURF 2" O 2 3 TYPICAL VELCRO SEAM NOTES FOR REMOVABLE INSERTS: 1D ADHERE 12" SEAM TAPE WITH 2" MIN. EXPOSURE TO UNDERSIDE OF PERMANENT TURF. 2O. ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM TAPE. 3O. ADHERE 2" VELCRO "LOOP" TO SEAM TAPE 4. ADHERE 12" SEAM TAPE WITH CENTERLINE ALIGNED WITH TOP EDGE OF CATCHER'S BOX OPENING. 5. ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM TAPE WHERE MULTIPLE REMOVABLE INSERTS MEET. 6. FURNISH 4 ADDITIONAL REMOVABLE REPLACEMENT TURF PATCHES EACH LOCATION (5 TOTAL). SOFTBALL BATTERS BOX HOME - PLATE 4 -2.14 3.00, i Munk . LINE 16N11611 - kREMOVABLEVELCRO -lk B D F-3.6 SCALE: 1"=20' F-3.6 NOT TO SCALE SYNTHETIC TURF SOFTBALL EDGE ANCHOR (TYP.) BACKSTOP 2 F-2.9 15.00' 24.50, REMOVABLE hp HOME 4 �I BASE AND ANCHOR 1 PERMANENT INSERT ryy. / PLATE -2.14 LAYOUT (TYP.) -2.14 TURF 3. 0 JI CL R INFIELD � SOFTBALL ARC RADIUS BATTER'S BOX �4" FOUL LINE INLAID %f 2" � � LINE / / O GREEN IC TURF TYPICAL VELCRO SEAM SYNTHETIC TURF -Z 1 PITCHER'S �/ 1 NOTES FOR REMOVABLE INSERTS: F-2.1 30.00' R8.00'1 �PIITACHERS -� 14 0 TOHUNDERSIDE OF PERMANERE 12" SEAM TAPE IENT TURF. N. EXPOSURE REMOVABLE TURF INSERT O2. ADHERE 2" VELCRO "HOOK" TO EXPOSED SEAM / p.}� WITH VELCRO EDGE TAPE. `!`/// 60.00' TP. Qs 3O. ADHERE 2" VELCRO "LOOP" TO SEAM TAPE a�4v / �o BASE WITH 4. ADHERE 1Y SEAM TAPE WITH CENTERLINE ALIGNED V\� R9' PITCHER'S p 3.00' 2 ANCHOR WITH TOP EDGE OF CATCHER'S BOX OPENING. CIRCLE (TYP.) -2.14 24.50' 5. ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM TAPE WHERE MULTIPLE REMOVABLE INSERTS MEET. `?S• /�4" FOUL LINE a ( 2 \ SOFTBALL LAYOUT PLAN SCALE: 1"=20' PERMANENT REMOVABLE TURF INSERT GREED 2" 1 1O 2 3 SYNTh TYPICAL VELCRO SEAM NOTES FOR REMOVABLE INSERTS: 1O ADHERE 12" SEAM TAPE WITH 2" MIN. EXP TO UNDERSIDE OF PERMANENT TURF. O2. ADHERE 2" VELCRO "HOOK" TO EXPOSED S TAPE. 3Q. ADHERE 2" VELCRO "LOOP" TO SEAM TAPE 4. ADHERE 12" SEAM TAPE WITH CENTERLINE WITH TOP EDGE OF CATCHER'S BOX OPENII 5. ADHERE (2) 2" VELCRO "HOOK" PIECES TO EXPOSED SEAM TAPE WHERE MULTIPLE REN INSERTS MEET. 6. FURNISH 4 ADDITIONAL REMOVABLE REPLACEMENT TURF PATCHES EACH LOCATION (5 TOTAL). GREEN INFILLED SYNTHETIC TURF 1 F-2.1 BASEBALL BATTERS BOX NOT TO SCALE SOFTBALL INFIELD ARC LAYOUT NOT TO SCALE PROJECT REF: _FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER: -4 �- DATE APPROVED: 06/16/2023 DA HOGAN MO ll4l Aenue SE, w"22s v.1os28s oGM Bellrvuq WA 98oM wwwAaBopn wm DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUr URN DISTRICT No. 408 SCHOOLL TACOMA .AND I BEND 12SOParIIkA9e. 5E t. Avenue 404SW Columba sublo0 Suile 500 smielloo sme200 Wmlunglon9M02 WashimmP98201 Oregon 97204 OrNon97202 20.61 BLRBron BASEBALL • a LAYOUTi DETAILS K,F', BLRB ARCHITECTS, P S. i a 1 I I II I A QI — S 0 1a 0 E F m H 51 K 2 13 _J I - I t BASEBALL & SOFTBALL FIELDS, SEE DA HOGAN FIELD PLANS MATCH TO SHEET L1.1 MATC TO SHEET L112 o )/ " I W W t,, W t� J i� �■ 1 kl I ICI ` ------------ -----� _ I � a 19TH ST. SE a) `p d\ EXISTI Bus PARKING /I I II I l lIi,, 5 1 6 1 I I � I I I• 1 I;i I II II Ili a II II I I I I I I II I 11: o I I I 1: I I _ 1" I 1 8, 1 I I I�I 4•I II I -- - -- - - +I� I I �.' 1 �0 e IN Lai IL— b— -- --- pE V /EVENT PARK o'Lai REffi#�V�I� RIfIN¢`--�.. rl o V w I � o Ilw o 0 4 ae o.a I I� •�... b O°a a� --P— � I fl—� I—_P— SCALER"=50'-0" ® GENERAL NOTES 1. DO NOT SCALE DRAWINGS. 0' 25' 50' 100, 200' NORTH 2. REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY AND ADDITIONAL LAYOUT INFORMATION. 3. REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT INFORMATION. 4. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 5. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM DOCUMENTED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6. STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM GRIDUNES, FACE OF BUILDING WALL, BACK OF CURB OR COORDINATE POINT AS SHOWN ON PLAN. 7. WHERE DIMENSIONS ARE IN FEET ONLY, CONTRACTOR IS TO ASSUME THEY ARE 0" (E.G. 12' = 12'-0"). 8. MARK OR STAKE LOCATIONS OF FENCING, SITE WALLS, RAMPS, WALKS, SITE FURNITURE, ATHLETIC EQUIPMENT, ETC. FOR APPROVAL BY ARCHITECT, PER SPECIFICATIONS, PRIOR TO INSTALLATION. 9. APPROVAL OF THE CIVIL PLAN SET DOES NOT AUTHORIZE THE CONSTRUCTION OF FENCES EXCEEDING 6-FEET IN HEIGHT. A SEPARATE BUILDING PERMIT WILL BE REQUIRED FOR THE FENCES EXCEEDING 6-FEET IN HEIGHT. ALL FENCES AND GATES EXCEEDING 6-FEET MAY BE PACKAGED AND REVIEWED UNDER A SINGLE BUILDING PERMIT. 4 1 I — � —p-y —D 1--D— 1 mL i.._m'��IA'� 7 1 G SITE IMPROVEMENTS LEGEND (Symbols shown of 1" = 20'-0") SYMBOL ITEM DESCRIPTION - - - DECORATIVE METAL SEE SPECIFICATIONS AND DETAILS 4 FENCE, 4' HT L4.0 aTREE GRATE SEE SPECS. DECORATIVE METAL SEE SITE PLAN FOR LOCATIONS. 4 6 FENCE WITH CONCRETE L4.0 L4.0 MOW STRIP f SIGN TYPE SEE LANDSCAPE DETAIL 6, SHEET L40 FOR POST�MOUNTING TYPE SIGN TYPES AND DETAILS 7, SHEET L4.0 FOR MOUNTING TYPE. CONCRETE PAVING SEE CIVIL © LIGHT POLE SEE SITE PLAN FOR LOCATION, SEE ELECTRICAL DRAWINGS AND SPECIFICATIONS GATE SCHEDULE 7 rTE QTY. ITEM DESCRIPTION A 1 VEHICLE PIPE GATE — DOUBLE SWING SEE SPECIFICATIONS AND DETAILS 1 2 29' WIDE, FIRE DEPT. PADLOCK ts,L4 L4.0 WEISMANDESIGNGROUP WA9l1,5 Iwww.woexcmr PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. //aa.�- (a DATE: 06/16/2023 4 4/28/2018 AtltlenEum 2 1 31212018 Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB SuiteAD I Drawing Title PHASE 3 - SITE PLAN Dete. 4/05/2023 Drawn By: AT Rensetl: PmTect No. 1634.001 Stamp �0v WASy/ti l Sheet No EW\MI rya�Mo GA ?� Ub SSFt Z m L1■0 y spy P ell'o SC4 PE ARO BLRBARCHITECTS, P.S I 1 1 2 1 3 1 4 3 C 1 8 7 113 B \ \ E E F H Pl - — OHP— I I 3 I I i — — — — — — — J ATHLETIC FIELD NCING AND SEE FIELD A .; f .1- MFA-- �141 E - — OHP _ FIELD IMPROVEMENTS, V, 0 o I I SEE FIELD PLANS P ° i IFNI � l I I I I I I I I ■ I, i —$-6—­9-0.--D—D---D�--D-i� —[ i I� ■T 11 I BLEACHERS BY 1 I\I SEE FIE \ I BLEACHERS, SEE I A FIELD PLANS BASEBALL & SOFTBALL FIELDS, SEE DA AI HOGAN FIELD PLANS \ rl\' \ a R I ° MATCH TO SHEET L1.1 T� ii s III MATCH TO SHEET L1.2 LL I I I ALIGN IN � SCALER"=20'-0" 0' 10' 20' 40' 80, NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 WEISMANDESIGNGROUP ,ODIF BINST _im 4 4/25/2018 Atltlentlum 2 1 31212018 Agency Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB DmW ng Title PHASE 3 - SITE PLAN ENLARGEMENT Dam' 4/05/2023 Dmwn By: A7 Rawsetl: Project No. 1634.001 Stamp �OF WAIt l Sheet No EW\MI 1�sM� GA m ?� Ub SSFt Z y L1.1 O�rue ExP alse���" SC4 PE ARO BLRBARCHITECTS, P.S A B D E F G H J f m K M N N N N 1 1 2 1 3 I o� 0 0 \ 1 . o 0 I 0 o I o � I • o I I I o M2" � o \ I I \ I I o I I I I I � I I I \ I I I \ ! I M2" I I I o I I I M2" I o � M2 v \ I \ 4' HT. C. METAL 1 FENCE WI ONCjZE OW TRIP 4 5 4.0 L4.0 i v °yam A o V _ \ I � 1 191i SE — 4TJ— HP 0 O =p _OHP� / III � h u I II I �Q I o Q I III � II 4 s 6 T 8 9 SCALE:1"=20'-0" / / 0' 10' 20' 40' 80, NORTH I � aT -------- I, PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 WEISMANDESIGNGROUP MIIOf�M ,BDIFb ff .tm NA9lI15 WWNtWOBNCfW 4 4/28/2018 2 1 31212018 TMdenEum Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB DmW ns Tine PHASE 3 - SITE PLAN ENLARGEMENT DaW. 4/05/2023 Drawn By: Al RawsiA: Pmleot No. 1634.001 Stamp �OF WAm ti �w\MI eMo cA Sheet No V L1.2 y OS ExP ell"� C4 PE � ARO BLRBARCHITECTS, P.S 1 1 2 1 3 1 41 5 1 5 7 G 1 9 i .. I_\ 0 I4q E E F m H F1 K - AATCH_a Q EE L1.� B I d 1 e I e III ICNe e �/ J J I i I I II LU W FIELD LIGHTING,L LU e e e ISEE ELECTRICAL. IIi' G G -- v/ g O li i l I IQ III e e ( al I Q I I I I� li I II�,O, I I I I ly I I I I III I Q ° HSINIJ JO OJ — — — _ _ I I _ v 11 2 3 4 :5 6 7 it I IP I� �— I 5=--= l o TRACK AND FIELD III 3 I —r ���------------------------L=--FNCINc-ANO �AIFs S R y BV_O'[LiERS, SEE 4 I I FIELD PLANS -ter--- 7r-'\ n � S GIN G �° AA TRACK qND FIELD FACILITIES, / �, I \ SEE FIELD PLANS / A TRACK AND FlELD, / T SEE FIELD PLANS / — — — — — — / COREBOARD, SEE T I T�'. I/ ACK AND FIELD FENCINGAII — i / A ° \ SEE FIELD PLANS / / FIELD PLANS / o I o1 4' HT. DEAN MET v / 0 FENCE WIT1�1 CON E .� ---� 4� A I Y� �/ R1� d'..�� M MOW STRI Ll l -- -----ice/ice I rmi I 4 —��� '��ONCRETE MAINTENANCE p I III I —D_ - O02.. STRIP, TYP. --- — _—----__— y R15-11" I I I V 6 7 I V I/ all. L4.0 L40 S 6 u• A A I 10 POST n I I MOW STRIP AT 0' RAMPS, SEE CIVIL, _TIP— LIGHT POLE, TYP., _ _ 4 SEE- ELBCT&ICAL — \ -- y S S S W� �I9 H S_T. E °La.O� v L10 — IiOHP } � 3 2 HOLD'OP POST � L, � I I _ - P — .. o I 4 —oHOHP T ASPS P 5 - - - L4. PI E ATE h WH EL TOP , / - P SE CI I' 5 4 C. METAL F FE C OONCRETFi% AS NG LIGH EE LE �\ PARKING LOT STRIPING,! --I--FI II < p p pAKp,�,r SEE CIVIL �� EVA v It'f� D'=- D --p --0 / I W I �I CONNECT AND ALIGN --- A '3 LIMIT mezFEc c/) 10 „ -- ---- j Lv _ . 1�02 � - I 2)p Yi- 1I IG �C— ll - ---- - ,.; z I^ III SCALE: 1 "=20'-0" iiiiiiiiiiiiiiiiim 0' 10' 20' 40' 80' NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 WEISMANDESIGNGROUP 1111offM 1BDIFBM51 ZOad _lm xs,sMls IwwxtvmentmM 4 4/25/2018 2 1 31212018 TMdenoum Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB S 1 11111 Drawing Tine PHASE 3 - SITE PLAN ENLARGEMENT Date 4/05/2023 Drawn By: A7 Revised: Pmlect No. 1634.001 Stamp �OF WeAs; A 4 EW\MI eM� GA Shee t No V L1.3 y ��ry' BEXF 011e��� SC4 PE a Aar BLRBARCHITECTS, P.S A B C D E F G H J f a 0 K rvi N N N N x �J— \ PROTECT IN PLACE EXISTING TREE ° A rTREE PROTECTION -F16^ c Cl FENCING, SEE C N Lao^ x Ul Y' - - G / 1N VI — JIJPY— W— --W / / --- 0 Iq I�I --D-a--D�--�--�$---��---tee,---�I�--�_ _-17TLiS BEET SE r 7� � \ —W—� ---- ---- ---- — --- __ — — = l M. _A 2� 10'. TYP. 7— ALIGN, i� FIELD FENCING AND OAT SEE FIELD PLA T _ I j �� I I TRACE AND FIELD. A� i SEE FIELD PLANS \� 'P1 \ \ I — G4I_ G ---- / — -----�-------------I-------------— — — — — — — — — \\ \ III I I I� J LU� p I 'W •: v 1 I OI IU • IaI I / / I a• 'I • I I I� I' I I I � .I I � I I I — I I I I i _ \ v I Le — — — — — — — -- RELD SEE I I I TPAr SEE DA,Hq 1N� FlaD I If — — —+j I I 1 � I I _ ill I — _ --- --MASH_ Q EE L1.� - II I ® I ill pP��i � I I II I II I gill I I I J r I, J I { I I—�—G x — ELECTRICAL III 1' WEISMANDESIGNGROUP I I�at I o1 i I � 4_ I I I I� F �A1p�Y� t4D1FBM5T ZO6dll-1�3 G \\„ I �1�01� �MIENA9lI15 WWNtWOBNCfW I I 4 4/25/2018 JUM2 1 31212018 TMden Agency Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS o 18TH ST. _—GHF AS -BUILT DRAWINGS IItoI LF + I I� ' I � I ✓Id ® 1 I 1 I� I I II — SCALE:151=20'-0" / 0' 10' 20' 40' 80, NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB BLRB -- Drewinq Title PHASE 3 - SITE PLAN ENLARGEMENT DeW 4/05/2023 Dmwn By: A7 Revised Pmleot No. 1634.001 Stamp �OF WAS GA l EW\MI Sheet No 1�eM� m ?� Ub SSFt Z L1.4 SC4 PE � ARO BLRBARCHITECTS, P.S J A B C D E F G H J 1 12 13 14 15 16 SCALE: 1"=50'-0" 0' 25' 50' 100, 200' NORTH 7 LANDSCAPE NOTES: G 7 OLYMPIC MIDDLE SCHOOL RECONSTRUCTION AUBURN SCHOOL DISTRICT NO.408 1825"K'ST.S.E. AUBURN,WA98002 APN 192105-9192 772,328 7± SF. 17.732 ACRES MIDDLE SCHOOL 62 PARKING STALLS REQUIRED 148 STALLS PROVIDED 6 COMPACT STALLS SETBACKS: FRONT 50' REAR 50' SIDE 50' 1.) INSTALL 3" DEPTH SPECIFIED BARK MULCH IN ALL NEW LANDSCAPE AREAS. 2.) PROVIDE A 3' MULCH CIRCLE AROUND ALL TREES PLANTED IN LAWN AREAS. 3.) LANDSCAPE CONTRACTOR SHALL VERIFY SITE CONDITIONS FOR GRADE, SHAPE AND LAYOUT PRIOR TO STARTING WORK. NOTIFY LANDSCAPE ARCHITECT OF MODIFICATIONS PRIOR TO CONSTRUCTION. 4.) CROWN OF ROOTBALL SHOULD BE APPROXIMATELY ONE (1) INCH HIGHER, AFTER SETTLING, THAN ADJACENT GRADE. 5.) TREE AND SHRUB PLANTING PITS SHALL BE THREE (3) TIMES THE DIAMETER AND ONE AND ONE HALF (1-4) TIMES THE DEPTH OF THE ROOTBALL. 6.) REPAIR ANY EXISTING LANDSCAPE AREA DAMAGED BY CONSTRUCTION DURING THE COURSE OF WORK. REPLACE PLANT MATERIAL WITH SAME SIZE AND TYPE AS EXISTING. 7.) FULLY REMOVE WIRE BASKETS FROM ROOTBALLS. 8.) SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9.) INSTALL STREET TREES PER CITY OF AUBURN STANDARD DETAIL T-06.1 "STREET TREE IN LANDSCAPE STRIP". 10) TREES AND PLANTING IN RIGHT OF WAY SHALL BE HAND WATERED NO IRRIGATION PIPE OR HEADS WILL BE INSTALLED IN RIGHT OF WAY. 11) DISTURBED AREAS NOT SHOWN AS OTHER PLANTING SHALL BE RESTORED TO EXISTING PLANTED CONDITIONS OR SEEEDED WITH LAWN TO LIMITS OF CONSTRUCTION AS DIRECTED BY LANDSCAPE ARCHITECT. 12) VISIBILITY BETWEEN 3 FEET AND 8 FEET SHALL BE MAINTAINED WITHIN SITE DISTANCE TRIANGLES ALONG H STREET SE, K STREET SE, 21ST STREET SE, AND 17TH ST SE. PLANTING MUST BE MOWED OR PRUNED TO UNDER 3 FEET HEIGHT EXCEPT FOR TREES. TREES IN THE SITE DISTANCE TRIANGLES WITH BRANCHES LOWER THAN 8 FEET SHALL BE LIMBED UP TO 8 FEET SO THAT BRANCHING BEGINS ABOVE 8 FEET HEIGHT. 13) SEE SPECIFICATIONS FOR ONE YEAR MAINTENANCE AND WARRANTY REQUIREMENTS. SECTION 1009.02 OF THE 2022 COA ENGINEERING DESIGN STANDARDS, APPROVED 02/24/2023 I:VY} STREET TREES ARE APPROVED TO BE OMITTED FROM THE FRONTAGE IMPROVEMENTS ON K ST SE DUE TO CONFLICT WITH AN EXISTING ESE GAS ppm MAIN. ADDITIONALLY, DUE TO THE PRESENCE OF STREET PARKING ON K ST SE, THE CITY HAS APPROVED GRASS IN THE LANDSCAPE STRIP. �I!{WEEAI�IE{_S_MAN�pDESIGNGROUP Nq�IKR�E I Wlaini9! 15 M 11 PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN's ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER. //�� DATE. O6116R023 ��11 4 4/25/2018 Atltlentlum 2 1 3Y2J2018 Agency Review Revisions REV. DELTA I REV.DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB 1DOISWAhAiraw 41NSWidui Sui Suite 500 Suite 1100 Suite no Drawing Title' PHASE 3 - PLANTING PLAN Date. 4/05/2023 Drover By: Al Rewsetl: Protect No. 1634.001 Stamp �OF,W < aASy2� aMf,s She el No EW OA ov e� b6'"Ft i L200 EXt• elIs�� S0 PE of ARO BLRBARCHITECTS, P.S I 1 2 3 4 s 6 T 8 s A B C D E F G H J f a 0 K rvi N N N N S—_--5—_--g _—_S _0— Slsep slope, poles l TuP Com�enea d Di drape Bea 4 �� — 37MaInMa Pepene CH �A if EXI TING STR ET J LIGHTS, P. —W — I � � P 0 0 o i , 0 0 L I 2 Barberry SM1lfiea I 111 o o ) W ui I� t o L. . t e.marw I o M M M Tree Aafustea to Mla location 'ft v tmm SoNM1 7f7 I +f o flf 7 0 77 7� I f < t o jlj c b I jf i{i 1 00 O O p O M'7� o M 00 Op pp O O M p� M h C' p0 O0O Mh M h Mh MN MN lM cc --p—_--p—_--D—p—_— D Dbt:—D----D----D----D--_—D—p�--D----D----D—_--D—_--D—_--D__--D—_--D----D — O SCALE: 1"=20'-0" 0' 10' 20' 40' 80' NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 IWp�EyIISMANDESIGN�G6ffiR-OUP �BEW�i9115 ry�OA i1f..mY 4 4/26/2018 Aaaenaum 2 1 31212018 Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB architects TACOMA Waseri Drawing Title' PHASE 3 - PLANTING PLAN ENLARGEMENT Date. 4/05/2023 Drawn By: A7 Revleea: Pmlect No. 1634.001 Stamp �OF WPASy2� l EW% GA Sheet No 1�aMo SmFt Z L2 1 y�5 a 9EXF 011ie SC4 PE ARO BLRBARCHITECTS, P.S 1 F 1 3 4 1 5 1 5 7 I? 1 9 i .. A B of o" o ■ 00 C I IN E F M H 111 K jt{ f> —� EXISTINI SjREET LIG TSJ TYP / w Barb enry fly I II r. me smneaDuaro EeViri Vaults I I I 19TH Sf. SE I' — V/ I I MATCH TO SHEET L2.1 MATCH TO SHEET L2.2 SEE TREE I AND NOTES O �jj y!I h L7� W'tC� 1A^ml"e1r IV i®SI 11 4 0 SI DISTANCE ITRIANGL� Ali V I 0 x EXISTING LIGHTS, /// AT TYP. SEE ELEC. Y I Ali o I 1 III a if e®el t..1 IE01Ipl �I O clP III cNj J VVIV LU I" < Was C, 0 I' U I --- CQ I HSINIJ NOWWOJ 20 s / \ / - \ 11 I.P1 Vol, al AVIV \ VIV. \I Is 0 0 0 nytlranlwnM 1, ` . .v G STALLS E PARKING ROW \Laire1 I O 'I PLANTING PE$R�� OW / O •-4' v REQUIRED. 135 SF_IRL�NTING AREA PRO BE, ER ROW. +, laurel D D/ D �b pIT �I IER, TYP.,I SEE b \ p p p TREED TAIL, PLANTING I / b •� \ / SC LE, AND N�T b LIGHTS, SEE ELEC. EVENT PARK • I \p 1 b T -- PHASE 3 LI — /----------� ----— —� — __ FIELD RI Y t7 OF N L E S N EDEE SCALE: 1"=20'-0" 0' 10' 20' 40' 80' NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 06/16/2023 WEISMANDESIGNGROUP 16111119 xs,selts IwwxtWoentmr 4 4/2W018 A'denEum2 1 3/2/2018 Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS FaMOLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB n BLRB -- Dowsing Title PHASE 3 - PLANTING PLAN ENLARGEMENT Darts' 4/05/2023 Drawn By: A7 Revised: Pentad No. 1634.001 Stamp �OF WB l Eas Russ, GA Sheet No m ?� Ub SSFt Z L2.2 y�S BEXF 611e�1 C4 PE ARO BLRBARCHITECTS, P.S I 1 1 Y 1 3 1 4 1 5 6 7 1 9 A j Q MATCH TQ S EE L2:4 17"rR _ � I e I I e I I M I e I I e I I I e I I e I a I 2; J B e e U. W LU V e / <„ [D.A. HOGAN, ' C e e CQC I I I I I C I I I NOAVI f I f 112:1456 ® 1 S If HSINIJ II -- - - - - -- �-------------- --------------I-=---------- 1 D 1 1 \ 1\^ _ -------- \ \ -3tion due roswre boeN location bw V \ • _ _ — — 1— — — — I G y H P] i .. S c i wit ;al ban — i :��:►:T.1 dooO✓ o �tial o;c+ ofo oolh�r°y a.O.O.O� i � �h I I I �I� i■�.rl Nil NilN Est I r - •; I I-TYP.LSEE LEE �I � II r I�• •li � I I I I 0P #57740 r II 3 IT I II I I l�Irr� r L" I � I 3 -1 AM Mahone due to ele nr oal L box e ® _ E ISTING STRE HITS, ITYP. I I o I 7 I I I i I I I I I M i.I.. IH I E ,n Wa3 I -- E ISTIN¢ STR HTS,TYP. I -. ICI --�I 36a1 rM1am due to 19TH ST. SE I I b. I b G. I Ito M b / M _ M EXISTING TREI 3 TO REMAINxJII0 1. I W I �I U I F_ W Of ® �I I a `I Y III ➢ G:I� �: I' Ilr I 1, 2 T SCALE: 1"-20'-0" 0' 10' 20' 40' 80' NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. F DATE: 06/16 023 WEISMANDESIGNGROUP 161119 limoit xsrsetts Iwww.woexcmr 4 4IIWO18 Add2 d m 2 1 31212018 Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB 9uI Ink, I BLRB -- Drawing Tine PHASE 3 — PLANTING PLAN ENLARGEMENT Dean 4/05/2023 Drawn By: A7 RewaeE: Pmlect No. 1634.001 Stamp �OF WAS GA l EW\MI Sheet No M&, m ?� Ub SSFt Z L2.3 y ���' BEXF 011e1�� SC4 PE � ARO BLRBARCHITECTS, PIS 1 E 9 4 3 1 6 T e 1 9 i al II 0 Cal E E F m H F1 K Y he pill MEW ME g IfllJgi j BARRIER, TYP., SEE TREE PLANTING SCHEDULE, AND IELD LIGHTS, SEE D.A. HOGAN, TYP. f little �Y \ J_�,tTREE I p I r _pI. E%I TING}} o uc s, I ` II II; II q' II< - 3'098 3 PDella due to Elsia. I Box Bank t 7L: I I I HI I o i 3 I _pI_D ?-3 _—D �{ 18TH ST. SE I o 0003 I aa3 MENNEN MENNEN MENNEN BUS STOF — � j ge77ao SCALE: 1"=20'-0" 0' 10' 20' 40' 80' NORTH PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. DATE: 061162023 WEISMANDESIGNGROUP I60 E&lNA ., �OBENA9lItS WWNLWOfiNGfW 4 4252018 Atldend 2 1 31212018 Agency Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB 1DOIS1115thAlsom 4104SWidumi Drawing Title' PHASE 3 - PLANTING PLAN ENLARGEMENT Dam' 4/05/2023 Drawn By: A7 Reversed: Pmlect No. 1634.001 Stamp OF , RA m .l sy� Sheet No EW GA e� �%6s'"Fz i r7P L2a4 y O��a E%p BI1er� SCA PE os ARID BLRBARCHITECT$ P.S E 9 4 3 C 1 8 7 i .. A LANDSCAPE SCHEDULE (LEGEND SHOWN AT 1"=20'—O" SCALE) *INDICATES PACIFIC NORTHWEST CLIMATE ADAPTED SPECIES SYMBOL BOTANICAL/COMMON NAME SIZE CONDITION EMARKS MATURE CANOPY QTY / WIDTH (SPACING) DECIDUOUS TREES *CORNUS 'EDDIES WHITE WONDER' HYBRID WHITE FLOWERING DOGWOOD MIN. 2" CAL 10'-12' HT.. FULL, 20' WELL —BRANCHED ABOVE 5' HT, B&B ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE MIN. 3" CAL., 14'-18' HT., MATCHED. FULL, 25' WELL —BRANCHED ABOVE 6' HT., B&B B 16 • QUERCUS RUBRA RED OAK MIN. 2" CAL., 10'-12' HT., MATCHED, FULL, 30' WELL —BRANCHED ABOVE 6' HT., B&B f FRAXINUS OXYCARPA 'RAYWOOD' RAYWOOD ASH MIN. 2" CAL., 10'-12' HT., MATCHED, FULL, 30' WELL —BRANCHED ABOVE 6' HT., B&B eR.(/ PYRUS CALLERYANA 'BRADFORD' BRADFORD FLOWERING PEAR MIN. 2" CAL., 10'-12' HT.. MATCHED, FULL, WELL —BRANCHED ABOVE 5' HT., B&B EVERGREEN TREES c 0 E 19 3 11 IF, E •THUJA PLICATA'FASTIGIATA' HOGAN CEDAR MIN. 8' HT., FULL AND BUSHY TO BASE, B&B, 2 SPACING AS SHOWN ON PLAN. SHRUBS O ABELIA X GRANDIFLORA 'SHERWOODII' SHERWOOD GLOSSY ABELIA MIN. 18"-24" HT., FULL AND BUSHY, B&B OR 21 CONT., SPACING AS SHOWN ON PLAN. © BERBERIS THUNBERGII 'ROSE GLOW ROSE GLOW BARBERRY MIN. 18"-24" HT., FULL AND BUSHY, B&B OR 112 CONT., SPACING AS SHOWN ON PLAN. ® + CORNUS STOLONIFERA REDTW'IG DOGWOOD MIN. 30-36" HT., FULL AND BUSHY, B&B OR 11 CONT. ® * CORNUS STOLONIFERA TSANTI' RED OSIER DOGWOOD MIN. 24-30" HT. & SPR, FULL & BUSHY, B&B 56 OR CONT., O * EUONYMUS ALATA OOMPACTA' DWARF BURNING BUSH MIN. 30-36" HEIGHT & SPREAD, FULL AND 82 BUSHY, B&B OR CONT., SPACING AS SHOWN ON PLAN. (3ILEX CRENATA 'GREEN ISLAND' GREEN ISLAND HOLLY MIN. 18"-24" HT., FULL AND BUSHY, B&B OR CONT., SPACING AS SHOWN ON PLAN. 176 O * MAHONIA REPENS CREEPING OREGON GRAPE 1 GAL, FULL & BUSHY, B&B OR CONT. 247 PINUS MUGO VAR. 'PUMILIO' DWARF MUGO PINE MIN. 18-24" HT., FULL AND BUSHY, B&B OR 0 CONT., SPACING AS SHOWN ON PLAN. 41 * PRUNUS LAUROCERASUS 'OTTO LUYKEN' OTTO WYKEN LAUREL MIN. 18"-24" HT., FULL AND BUSHY, B&B OR 17 CONT., SPACING AS SHOWN ON PLAN. O SPIRAEA JAPONICA 'ANTHONY WATERER' SPIRAEA MIN. CONT.24" HT./SPREAD, FULL & BUSHY, B&B 152 O MIN. 130:�38" HT./SPREAD, FULL & BUSHY, B&B MAHONIA X MEDIA 'ARTHUR MENZIES' ARTHUR MENZIES MAHONIA 13 OR CONT. GROUNDCOVERS V 0-o°oo°o°o°o° *MAHONIA AQUIFODUM 'COMPACTA' (33%) COMPACT OREGON GRAPE 1 GAL. 0 18" O.C. TRIANGULAR SPACING, START °°°°o°o°o°° *GAULTHERIA SHALLON (33%) SALAL 1ST ROW 10" FROM EDGE OF PLANTING AREA. 000000 0 °° CLUSTER SPECIES IN DRIFTS OF 7-12 PLANTS F sARCTOSTAPHYL05 UVA—URSI 33 ( %� KINNIKINNICK WITH RANDOMIZED PATTERN. m 777 IiM11tltli777 LAWN SOD l 177t7t7i7ililill ( ) LAWN (SEED) NO NET. SEE SPECIFICATIONS. SEE SPECIFICATIONS. DEEP ROOT ROOT BARRIERS SEE DETAIL 2 THIS SHEET AND CITY STANDARD UB 48-2 FOR BARRIERS ALONG UTILITIES DETAIL STREET TREE IN LANDSCAPE STRIP T-06.1. UB 24-2 FOR BARRIERS ALONG CURBS AND SIDEWALKS INSTALL PER MANUFACTURER'S SPECIFICATIONS. SUBMIT SHOP DRAWINGS. LANDSCAPE CALCULATIONS: SITE AREA: 359,474 SF 20% LAWN ALLOWANCE: 71,895 SF NEW LAWN AREA: 71,847 SF NEW PLANTED AREA: 127,999 SF (35% OF SITE AREA, MEETS 15% REQUIRED) PERIMETER LANDSCAPE: 6' WIDTH MIN. FOR PROPERTY LINES ALONG STREETS. SEE PLANTING PLAN ENLARGEMENTS FOR PARKING AREA CALCULATIONS. H SECTION 10.09.02 OF THE 2022 COA ENGINEERING DESIGN STANDARDS, APPROVED 02/24/2023 EV2} oOOJ STREET TREES ARE APPROVED TO BE OMITTED FROM THE FRONTAGE IMPROVEMENTS ON K ST SE DUE TO CONFLICT WITH AN EXISTING PSE GAS MAIN. ADDITIONALLY, DUE TO THE PRESENCE OF STREET PARKING ON K ST SE, THE CITY HAS APPROVED GRASS IN THE LANDSCAPE STRIP. P1 K 5187 SF TOTAL /3 = 1730 SF 5187 SF TOTAL /3 = 1730 SF 5187 SF TOTAL /3 = 1730 SF PRUNE TREES ONLY AS DIRECTED IN FIELD BY LANDSCAPE ARCHITECT. e, FINISH GRADE SPECIFIED FERTIUZER TABLETS IF REQUIRED BY SOILS TEST jl= � LIL MIN. TWICE )OTBALL DIA. CONIFEROUS TREE PLANTING 3/8" = 1'—e" CONIFEROUS TREE ARBORTIE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN PRUNE TREES ONLY AS DIRECTED IN FIELD BROADLEAF TREE FIGURE 8 PATTERN AS LOW ON BY LANDSCAPE ARCHITECT. THE TRUNK AS POSSIBLE. FASTEN TO STAKES WITH 1" MAINTAIN OR CREATE I SOFT POLYPROPYLENE MATERIAL, LENGTH ROOFING NAIL. A TERMINAL BUD ON 3/4" WIDE, MIN. 900 LB. BREAK (3) 2" ROUND PINE A CENTRAL LEADER ARBORE OR STRENGTH. SUOLE TREE STAKES INTO SUBGRADE INTO APPROVED EQUAL. NO RUBBER EQUAL. (MIN. 8' LENGTH) REMOVE OR CUT BACK HOSE AND WIRE SYSTEMS CODOMINANT AND ALLOWED. ATTACH IN FIGURE 8 TRUNK FLARE MUST BE VISIBLE, SET POTENTIALLY PATTERN AS LOW ON THE CROWN FOR ROOTBALL 1" ABOVE CODOMINANT LEADERS \II TRUNK AS POSSIBLE.. ABOVE FINISHED GRADE. HOLD F x IF REWIRED, PROVIDE UP TO MULCH BACK FROM THE CROWN. U REMOVE CROSSOVER W (3) 3" DIAMETER LODGEPOLE SPECIFIED MULCH (3' DIAMETER BRANCHES I II`' PINE STAKES. DRIVE INTO MULCH RINGS IN LAWN AREAS) o THIN TIGHTLY SPACED 7( SUBGRADE AVOIDING DAMAGE BRANCHES 7 TO TRUNK OR ROOTBALL. TOPS REMOVE & DISPOSE TOP HALF OF STAKES TO BE 5'-0" ABOVE OF BURLAP FROM ROOTBALL. w ELIMINATE LOWER FINISH GRADE. IF BURLAP IS SYNTHETIC, m CROWN BRANCHES TO a REMOVE & DISPOSE ALL SPECIFIED CLEAR TRUNK FLARE MUST BE VISIBLE, BURLAP. REMOVE & DISPOSE w TRUNK DIMENSION SET CROWN OF ROOTBALL 1" WIRE CAGE COMPLETELY. '^ �/' ABOVE FINISH GRADE SPECIFIED MULCH INSTALL 12 LF ROOT SPECIFIED MULCH BARRIERS WHERE o SPECIFIED IMPORT TOPSOIL CENTER OF TREE IS FINISH GRADE WITHIN 10 FEET OF iO BACKFILL TREE PIT WITH 50% WALKWAY OR UTILITY, SPECIFIED IMPORT TOPSOIL IMPORT TOPSOIL BLENDED WITH SEE DRAWINGS AND 50% NATIVE SOIL. SCHEDULE REMOVE BURLAP AND TWINE OFF TOP 1/3 OF ROOTBALL UNDISTURBED NATIVE SOIL OR AT A MINIMUM. CUT AND COMPACTED PLANTING BACKFILL ROOTBALL TO BE FOLD DOWN TOP HALF OF BENEATH ROOT BALL TO APPROPRIATELY \` _ ANY WARE BASKETS ELIMINATE SETTLEMENT OR SIZED IN RELATION '— SHIFTING TO CROWN OF TREE io AMENDED SUB SOILS BREAK UP SIDES AND BOTTOM _ —III- BREAK UP SIDES AND BOTTOM OF TREE PIT 11 III11 _ OF PLANTING HOLE —_III — I I- COMPACT SOIL BENEATH ROOT SPECIFIED FERTILIZER MIN. TWICE PACKAGE TO ELIMINATE TABLETS IF REQUIRED ROOTBALL DIA. SETTLEMENT OR SHIFTING BY SOILS TEST DECIDUOUS TREE PLANTING P—OL1-10 NTS niapi i ; • • - • 'as 0 GROUNDCOVER � � EQ. —TYP. BACK OF CURB OR BED UNE MINIMUM SETBACK, UNLESS SPECIFIED ON DRAWINGS NOTES: 1. ALL GROUNDCOVER TO PLANTED AT = SPACING (TRIANGULAR) PER O.C. SPACING ON PLANS GROUNDCOVER SPACING DIAGRAM 1" = 1'—B' P—OL1-12 PROJECT REF FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS DEV REVIEW ENGINEER. - DATE: 06/16/2023 WEISMANDESIGNGROUP {,YOSfAR I160tE bT119 N .im �ODEWA9lItS WWNLWOfiNGfW 4 4252018 Atltlentlum 2 1 3I2I2018 Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB 1DOIS1115thAvem 4104SWidumlia Drawing Title' PHASE 3 - LANDSCAPE SCHEDULE & DETAILS Dai 4/05/2023 Drawn By' AT Revised: Pmlect No. 1634.001 Stamp �0v WSAir .l EW sy� GA Sheet No e� �%6s'"Fz i r7P L2.5 y O��g E%p eI1e1�� SC4 PE of ARO BLRBARCHITECTS, P.S J A 0 C n E F F H J 1 12 13 14 15 1B I I I w -_F_6_ I I I I I I r BASEBALL & SOFTBALL FIELDS, SEE DA HOGAN FIELD PLANS 70 MATCH TO SHEET L3.1 0 re n MATC TO SHEET L3.2 MIN�I`:'���1� I1�l�11 ����IIIII ����IIIII II����IIIIIIII III _�11 01In 21 is IN IN . II3 i �I I I I I 18TH ST SEA 1 I — 19TH ST SE 20TH ST. SE T 8 9 IRRIGATION NOTES: 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. SPRINKLER HEADS SHALL BE INSTALLED WITH 6" OFFSET FROM BACK OF PAVING OR CURB EDGES, AND 12" OFFSET WHERE CAR BUMPERS WILL OVERHANG. 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS —BUILT DIMENSIONS AND CONDITIONS. 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. 4. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS +/-75 psi. VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 5. COORDINATE ALL FINAL HEAD LOCATIONS AND PIPE ROUTING TO AVOID ALL UTILITIES AND LIGHT POLE BASES. MAKE ALL ADJUSTMENTS NECESSARY TO AVOID CONFLICTS. 6. REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL IRRIGATION REQUIREMENTS. 7. LATERAL PIPE SIZE SHALL BE AS NOTED ON PLAN. UNLABELED SECTIONS SHALL MATCH THE SIZE NOTED OF THE ADJACENT UPSTREAM PIPE. MINIMUM PIPE SIZE AT END OF LATERAL RUNS SHALL BE 3/4'. 8. PROVIDE TEMPORARY IRRIGATION FOR ESTABLISHMENT OF ALL NEW PLANTING NOT COVERED BY PERMANENT IRRIGATION. NO TEMPORARY IRRIGATION PIPE OR HEADS SHALL BE INSTALLED IN RIGHTS OF WAY. SCALE:1"=50'-O" 0' 25' 50' 100, 200' NORTH WEISMAN DESIGNG ROUP {AIpXAIf 1430*65TI19 Z05 _lm Wq�IKRIIIF SFAl11ENM91115 WWMtWOfiNCfCY 4 4/25/2018 Atltlentlum 2 1 31212018 en Review Revisions REV. DELTA I REV. DATE REV.DESORIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB nrrl 125OPMACAN. I Drawing Titla' IRRIGATION PLAN Date. 4/05/2023 Drawn By: A7 Revlsetl: Protect No. 1634.001 Stamp �OF WAm/ l Sheet No EW\MI ry&�Q OA m ?� Ub SSFt Z L3e0 y�S spy ellt' 04 PE a AKO BLRBARCHITECTS, PS 1 J A B C n E F 1 z 1 3 1 a 1 5 1 6 1 I I \ I 4. IN IN W----w----w'---- —P'--- I P a 1,—_— W—_— _1.,__— W____ W _ _ _ _ _ — _ W � W _ — _ w — _ — — w — _ — — w — _ _ — W E o S — W — - — — S 40�� S — - — — _ _. \ � lY4'.� 3 \ , _ 1 /4-a 3 , ,� g" - — OHP � � '. - '.,H lYz \ 1„ 3/r 1Y4• /q 1Y� 3/413.2 30.4 � I 1Ya" 1' 1' � 1• 4 3 . 1 3/q 3/4' LOCATE ALL IRRIGATION MAINLINE, Y A 1Yz' 3/4" /4 LATERALS, AND VALVES WITHIN - 111 PLANTING AREAS, UNLESS 1 1 1 SLEEVING IS SHOWN, T1'P. I I 111 I g17 —W !!! 3/4 * 111 I ®� °P 111 I I I 11 j777� 3" MAINLINE 49 ! �7T `, 177 77T �y1j711�7 I / 7 / I 77777777 I + I / 7777777 � I 7j7 7777 i I 777771� I i I 6 7j71 �' 7777 I r IW ii ® J J U) ;' I 3/a" W ! h 2 LLI LLI IW 717 1„ LLI LU LL I 7777 -I C/) I C/) 7 7 112 7777 r i 7777 � I i I 7 z j1 e=I 2 2 1Y4 BASEBALL & SOFTBALL FIELDS, SEE DA 7 r;r'I 2 HOGAN FIELD PLANS !!` 12 �� III 12 1ll$II 1Yq", 12 t I 1Y4• II I II 0 2" 3 145 2�j i /4 34.0 {7ti' 1Y2" 1Yz" 3 27.2 •. /4,7 1'46 %p 1Yz'° 1Y4' fir Y2" N I — — - 3/4 lY4" '7777 I � d 7j —W W MATCH TO SHEET L3.1 MATC TO SHEET L3.2 SCALE: 1 1 0' 10' 20' 40' 80' NORTH YI 1.1 9 1 1 .YIItT�iHll !� ! 1 WEISMAN DESIGNG ROUP {AMXAR 1430tE6m ST Z05dll-lm Wq�IKRIIIF SFAl11E1W91115 WWMtWOBNCfCY 4 4/25/2018 d2II m 2 t =12018 en Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB aYrl TAC125OP • n 0 0 Drawing Title IRRIGATION PLAN ENLARGEMENT Dam 4/05/2023 Dmm By: A7 RewseE: Pmled No. 1634.001 Stamp �OF WAS ti Sheet No Ew\MI rye�ye cA Z L3.1 y ��h' BEXF 011e'�� SC4 PE ARO BLRBARCHITECTS, P.S 1 J n D E F G H J f a 0 K .�. M 2 3 4 5 6 7 8 9 3/4 r 1Y4. 717! I 7177 I 1 � 1" tl� I MATCH TO SHEET L3.1 MATCH TO SHEET L3.2 �. 12 12 I �•I I M 12 3/4"LOCATE ALL IRRIGATION MAINLINE, I J I — LATERALS, AND VALVES WITHIN ° 7 7 PLANTING AREAS, UNLESS LL 7 7 I �2 12 SLEEVING IS SHOWN. TW. ` ' „ ._P.. .. .. ._ _.... ` 7 + 12 f— — — — — — — — ® --1 W�" ` I 0 — — 77 � 3/4 /O _ + 7v' 3„ I2 - 7 Y<. • - - I 3/47 U I O W I y. Uj sry - I-- (� i+fL ------------TT 20 �I�d I I4 • h 1 Ty4, I 3" MAINLINE 0 712 \\ 27 I t 7 A 6" SLV %43/4„ 38.5 �'\ \ ' 47 268 1 7 i3/4, 01 ,0 6" SLV iY„ 01 lY4"� 01 01 0 0 48 1134 3/,. 3/q" _3/4»�0 0 0 0 0 30.3 11Y2"- 180 5 4 1» 012 2"27 Alf 1Yz" 17$I'' 1Y4' 3/4 � � 0 3 0315] 3/4" 3/4. 1Y4 y nY4" 3 2" 1Ya" , 4' 1Y4 �.. /4' 3 2" I� I I a113 3/4, s' SLV 3" SLV 1Y4 2„ A2„ o I 1 I Lv 1 I 12 12 I 1-12 180 BD 2 z" sLv o 3 ,. 3/4"� o I1� I 2" S O— 63 3 3 �� 01 g 0 /4 3/4„ 0 1 2" SJ �W/ I 3�,° 12 3/4!' 2" ----------- — I I I LL I 3/4, 3/4' 3r4, I / of 2" SLV S ® 2" SLV p 3/,.p "LV p 0.. SLV " II ICI I pop p p 2S� I l CONNECT TO EXISTI OI I 3/4• I 0{ MAINLINE AND CONTR WIRE I I p p 19TH SE 9° IN EXISITNG VALVE BO �W--- 6" SUEOE 47 p p p p 2• GL� I I WEISMAN DESIGNG ROUP (� p p I I II . o I • 1 5 � � I I II �uwscv ,ao ti=csm sr zaan-Inz i. I m (D p S F / EVENT PARK p ---- W.•,,,, WWNW •NCCY CUT AND CAP PHASE 1 p ❑ p p ❑ II Z LATERAL LINES PRIOR TO 2" SLV p \ \ DEMOLI110N OF CURB. p — p CONNECT TO EXISTING I ❑0 I I ,J �, L u LATERAL UNE I J V r a IMIT 2'SL I I I Xr7 f — 4 1 4/25/2018 Poll slum 2 1 3Y2I2018 en Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS „� I AS•BUILT DRAWINGS ®—W- / p U� p I I� � I I CONNECT TO EXISTING L— ®_ LATERAL LINT ILlaj W mm or I SCALE: VI 0' 10' 20' 40' 80' NORTH OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB aYrl I Drawing Title IRRIGATION PLAN ENLARGEMENT D•ll•' 4/05/2023 Dram By: AT RevlseE: Pmleot No. 1634.001 Stamp �OF Wag8Hv4 ti Sheet No Ew\MI 1�SMG cA L3e2 y 9e` F6, c S�4 PE of Apo BLRBARCHITECTS, PI J A B C D E F G H J f a 0 .�. K M N ry N N 1 12 13 14 15 16 MARCH TQ SHEE DA ! I c? I Ic LL WWm U T- l 1� Ili1 , U I I m ■ 7 I I I I I 3.. SLV I4� I 34.7 W 1Yi' LOCATE ALL IRRIGATION MAINLINE, I LATERALS, AND VALVES WITHIN PLANTING AREAS, UNLESS SLEEANG IS SHOWN, TyP. I I I 3 I I 3 � I I 3 —G --1—G ' I ® I 3 I I 16.0 Y" 37.1 I 1Y^ 17.2 %1 I 6" SLV 3 a 2" Si �_.. I 0 9TH ST. E II I I a / 3 a 71 I i I 3 'I i.4 i I I ® � I I 3 I 3 i I I I � I SCALE: 1"=21 0' 10' 20' 40' 80' NORTH 8 1 9 1 1 WEISMAN DESIGNG ROUP {AMXAR 1130IEfi51H 5T ZO6dll-1733 WIq�IKRIIIF SFAl11E1W91115 WWNtWOBNCfCY 4 4/25/2018 tltlentlum 2 1 3YZAi en Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB aYrl 125OPMACAN. I Drawing Title IRRIGATION PLAN ENLARGEMENT Dai 4/05/2023 Dram By: A7 Revlsetl: Pmlect No. 1634.001 Stamp �Ov WARyvH ti Sheet No Ew\MI MSMG cA m ?� Ub SSFt 2 L3e3 SC4 PE AK0 BLRBARCHITECTS, P.S 1 1 Y 1 3 1 4 1 5 1 5 1 T 1 3 1 9 1 1 A B C D E F G H J f a 0 .�. K rvi N N N N SCALE: 1"=20'-0" 0' 10' 20' 40' 80' NORTH WEISMAN DESIGNG ROUP {AMXAR 11301le(m5T Z05dll-im Wq�IKRIIIF SFAl11EN%91115 WWNtWOBNCfCY 41 4/25/2018=dn 2 PM 1 3Y2I2018 Review Revisions REV. DELTA I REV. DAIS REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB aYrl 125OPMACAN.0 0 Drawing Tula IRRIGATION PLAN ENLARGEMENT Dam. 4/05/2023 Dram By: A7 Rewsetl: Pm1ed No. 1634.001 Stamp �Ov WARyvH ti Sheet No Ew\MI MaMo G. m ?� Ub SSFt 2 BA y O�'3eExv alse���" SC4 PE � Aar BLRBARCHITECTS, P.S 1 2 3 4 5 I SHRUB OR LAWN HEAD A IRRIGATION SCHEDULE FLUSH W/ FINISH GRADE GRADE *REFER TO IRRIGATION NOTES FOR INFORMATION ABOUT PHASING SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS _ ARC ARC ARC it -III- -III-III FINISH GRADE 01 0© 03 STREAM ROTARY TORO 300 SERIES MULTI -STREAM ROTOR 35 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER - QUARTER NOZ. NOZ. #01 (.78 GPM) R=16' TO 30' DETAIL A, SHEET L3.5. _ (2) TH x TH SCH. 40 ELLS HALF NOZ. #02 (1.55 GPM) R=21' TO 30' -III -III W/ 2" x 3/4" SCH. 80 FULL NOZ. #03 (3.10 GPM) R=28' - -III- NIPPLE OR (2) MARLEX USE BOTTOM STREET ELLS W/O NIPPLE INLET ONLY 01310000 12" x 3/4" SCH. 0 r H TT TO�,E POP-UP SPRAY HEAD TORO 570ZPR PLUS 15 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER PVC RISER, SAME 80 NIPPLE 19 O 60 (570Z-4P-PR = LAWN, 570Z-6P-PR = SHRUB) DETAIL A, SHEET L3.5. SIZE AS INLET SCH. 40 T x TH ELL, OR 0 T H TTTOP B (D eOQQ® TORO 570ZPR PLUS 12 SERIES PVC LATERAL �5 MARLEX STREET ELL p�T H TT T POP-UP SPRAY HEAD 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER BURIAL DEPTH PVC TEE OR ELL, BUSHING Li 2) 3 [I) 12 Q2 (570Z-4P-PR = LAWN, 570Z-6P-PR = SHRUB) DETAIL A, SHEET L3.5. PER SPECIFICATIONS AS REQUIRED a T TT TO E to 91,9000 0 T H TT TO v POP-UP SPRAY HEAD TORO 570ZPR PLUS 10 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER ®� lick M1cl Rol (570Z-4P-PR = LAWN, 570Z-6P-PR = SHRUB) DETAIL A, SHEET L3.5. NOTES: ACCEPTABLE 3/4" 0 T 7F 7S T 1. TEMPORARILY CAP RISERS PRE -FABRICATED ® 0 0 0 0 ® TORO 570ZPR PLUS 8 SERIES 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER FOR PRESSURE TESTING. SWING JOINTS. 0 T H TT T E POP-UP SPRAY HEAD 2. SEAL ALL JOINTS W/ TEFLON ELEVATION VIEW HUNTER SJ, ® Q7 I$I iV ® (570Z-4P-PR = LAWN, 570Z-6P-PR = SHRUB) DETAIL A, SHEET L3.5. TAPE ON MALE THREADS RAIN BIRD SA, 0 T H TT TO v ONLY. OR APPROVED EQUAL it POP-UP SPRAY HEAD TORO 570ZPR PLUS 4SST SERIES 3.TO NOT DINTS. TEN GALV. qq�� 30 PSI, ADJUST RADIUS AS REQUIRED, INSTALL PER AL PVC JOINTS. 2$ST Ta7 r° 4S s T (570Z-4P-PR =LAWN, 570Z-6P-PR SHRUB) DETAIL A, SHEET L3.5. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC PVC TEE OR ELL, WITH BUSHING AS REQUIRED FLOOD BUBBLER TORO PRESSURE -COMPENSATING FB25P PLASTIC CONTROL VALVE, INSTALL PER DETAIL D, SHEET 5.NO CLOSE NIPPLES PVC TH SCH. 80 Q 0.25 GPM 0.25 GPM AT 50 PSI L3.5. PERMITTED. NIPPLE, 3" LONG 6. ALL FITTINGS AND PIPE PVC THx TH 904 ELL SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER PVC TH SCH. 80 NIPPLE, HEAD OR Q.C. (2) PVC ST. ELLS 8" LONG IRRIGATION CONTROLLER EXISTING FROM PHASE 1 - CONNECT REFER TO IRRIGATION SPECIFICATIONS FOR ADDITIONAL 7. INSTALL SO PIPING WILL NOT SHRUB/LAWN HEAD TO EXISTING WEATHERTRAK ET PRO 3 INFORMATION. CONTACT LATERAL. 2 WIRE SYSTEM - PLAN VIEW POINT OF CONNECTION EXISTING FROM PHASE 1 PHASE 3 IRRIGATION INSTALLED UNDER THIS CONTRACT %A� IRRIGATION HEAD TO RUN BY CONNECTING TO MAINLINE AND CONTROLLER INSTALLED IN PHASE 1. ~ Sole 3'=1'4" STRAINER EXISTING FROM PHASE 1 D QUICK COUPLER EXISTING FROM PHASE 1 z 0 MANUAL DRAIN EXISTING FROM PHASE 1 w z z FLOW SENSOR EXISTING FROM PHASE 1 SEE IRRIGATION SPECS FOR 4 BACKFlLL AND COMPACTION MASTER VALVE EXISTING FROM PHASE 1 REQUIREMENTS r z -p FINISH GRADE a BACKFLOW PREVENTION EXISTING FROM PHASE 1 ENCLOSURE IRRIGATION BOOSTER PUMP EXISTING FROM PHASE 1 _ II�-III- EER -III -w ..III III -I 0 QUICK COUPLER RAINBIRD #5RC INSTALL AT LOCATIONS AS SHOWN ON PLAN. INSTALL 55K-1 KEY SH-2 SWIVEL HOSE ELL EDETAIL B, SHEET L3.6. PROVIDE (2) KEYS AND (2) LLS.-III- III wN., ,,' "wZ. - IIII SHUT-OFF / ISOLATION WATTS GV OR GVS CON PSI THREADED ENDS. INSTALL AT POINT OF II � PVC NON -PRESSURE VALVE CONNECTION AND ELSEWHERE SHOWN ON PLAN PER - LATERAL LINE PIPE DETAIL B. SHEET L3.5. SIZE TO MATCH MAINLINE SIZE. <. = � � PVC PRESSURE ELECTRIC REMOTE CONTROL TORO P220 WITH EASY REG PLASTIC CONTROL VALVE, INSTALL PER DETAIL A, SHEETS MAINLINE PIPE VALVE W/ PRESSURE (1", 1-1/2", 2" PER PLAN) L3.6. -11' j , CONTROL WIRE BUNDLE, REGULATING MODULE ..: �. TAPED TO MAINLINE F -MAINLINE PVC -SCHEDULE 40 2-1/2" MINIMUM UNLESS OTHERWISE NOTED ON PLAN. 2" CLEAN BACKFlLL UNDER CONNECT TO EXISTING MAINLINE FROM PHASE 1&2. INSTALL PER DETAIL C, SHEET 3.5. -I - 6" MIN. ALL PIPING, SEE SPECS FOR REQUIREMENTS LATERALS PVC -SCHEDULE 40 SIZE AS PER PLAN, 3/4" MIN. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT SECTION VIEW PVC SLEEVE, ONE PIPE PIPES. UNLABELED PIPE AT THE END OF LATERAL ONLY PER SLEEVE, RUNS TO BE 3/4". INSTALL PER DETAIL C, SHEET 3.5. DEPTH AS SPECIFIED - --------SLEEVES PVC -SCHEDULE 40 4" MINIMUM SIZE UNLESS OTHERWISE NOTED ON PLAN. NOTES: INSTALL WHERE INDICATED ON PLAN. DEPTH AS REQUIRED 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. BY PIPE WITHIN. SEE SPECS. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. VnNe Colloid Vol N°"°°' VALVE SCHEDULE PIPE TRENCHING AND BACKFlLL n V Scale 1 1/2'=1'-0" G N N vale EIo. b" Vm.e s.e NUMBER MODEL SIZE TYPE GPM 28 TORO P220-27-0 GLOBE 1-1/2" SHRUB SPRAY 26.36 29 TORO P220-27-0 GLOBE 1' TURF SPRAY 17.23 30 TORO P220-27-0 GLOBE 1-1/2" TURF ROTOR 37.06 31 TORO P220-27-0 GLOBE 1-1/2" TURFSPRAY 15.95 32 TORO P220-27-0 GLOBE 1-1/2" TURFSPRAY 34.65 33 TORO P220-27-0 GLOBE 1-1/2" SHRUB SPRAY 19.8 34 TORO P220-27-0 GLOBE 1-1/2" TURFSPRAY 29.25 35 TORO P220-27-0 GLOBE 1-1/2" TURF ROTOR 323 III -1R€ 36 TORO P220-27-0 GLOBE 1-1/2' SHRUB SPRAY 3171 =m. CONCRETE THRUST - N 37 TORO P220-27-0 GLOBE 1-1/2' TURFSPRAY 26.14 li BLOCK, TYPICAL 38 TORO P220-27-0 GLOBE 1-1/2' SHRUB SPRAY 3038 -1i 111 39 TORO P220-27-0 GLOBE 1- TURFSPRAY 132 -- = MAINLINE PIPE 40 TORO PUO-27-0 GLOBE 1-10 SHRUB SPRAY 3404 H 41 TORO PUO-27-0 GLOBE 1-1/7 TURF SPRAY 27.17 42 TORO PMO-27-0 GLOBE 1-10 TURF ROTOR 3028 _ NN 43 TORO PMO-27-0 GLOBE 1-1/7 SHRUB SPRAY 26.79 UNDISTURBED SOIL - T Q4 TORO PMO-27-0 GLOBE 1-1/7 SHRUB SPRAY 3847 - 45 DEGREE ELL - 90 DEGREE ELL a =N =N =N =N =N =N =N CONCRETE THRUST BLOCK, TYPICAL f MAINLINE PIPE Q UNDISTURBED SOIL = R 90 DEGREE TEE NOTES: 1. THRUST BLOCKS SHALL BE INSTALLED WHERE THE IRRIGATION MAIN AND LATERAL (2-1/2" AND LARGER) CHANGES DIRECTION, AS AT ELLS AND TEES AND THE IRRIGATION MAIN TERMINATES. 2. PRESSURE TESTS SHALL NOT BE MADE FOR A PERIOD OF 36 TO 48 HOURS FOLLOWING THE COMPLETION OF POURING OF THE THRUST BLOCKS. 3. CONCRETE THRUST BLOCKS FOR THESE LINES SHALL BE SIZED AND PLACED AND SECURED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S SPECIFICATIONS, AND SHALL BE OF AN ADEQUATE SIZE AND SO PLACED TO TAKE ALL THRUST CREATED BY THE MAXIMUM INTERNAL WATER PRESSURE. 4. THRUST BLOCKS SHALL BE MIN. 1 CUBIC FT OF CONCRETE. PIPE SHALL NOT BE ENCASED IN CONCRETE. K THRUST BLOCKING NITS 6 17 18 SPECIFIED RECTANGULAR FINISH GRADE VALVE BOX, INSTALL FLUSH WITH FINISH GRADE BALL VALVE MALE ADAPTER UNION SUPPORT EACH VALVE BOX J WITH (4) BRICKS, TYP. MINIMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW PVC MAINLINE VALVE BOX SPECIFIED BALL VALVE PLAN VIEW NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ISOLATION / SHUT-OFF VALVE Scale 1 1/2'=1'-0" r x M BUBBLER AND RISER ASSEMBLY, SEE IRRIGATION LEGEND FINISH GRADE RISER AND ADAPTER SCHEDULE 80 NIPPLE PVC TEE OR ELL, BUSHING AS REQUIRED. PVC LATERAL PIPE BUBBLER HEAD Sole 3'=1'-0" I 9 WEISMANDESIGNGROUP IdUK)M 9 zaan-175] yuw"""""` SFATIEIW%115 WWNLWOfiNCfCY 4 4I25/2018 Atld dL 2 1 3/2I2016 en Review Revisions REV, DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB nrrl BILRBcorn Drawing Title IRRIGATION DETAILS & SCHEDULE Date' 4/05/2023 Dra`v" By: AT Revised: Protect No. 1634.001 Stamp � OF W A &hxti < & Sheet No �A eW\MI V L15 y nary'aEXG at r.. SO4 PE AROof BLRBARCHITECTS, P.S 1 1 2 1 3 1 4 1 5 1 6 1 T 1 6 1 9 1 1 A B c D E F G H J f a 0 .�. K M N N N N SPECIFIED RECTANGULAR SPECIFIED 10" ROUND VALVE BOX, INSTALL TOP OF VALVE BOX AND LID LID FLUSH WITH FINISH GRADE 1/4" GALV. U-BOLT SPECIFIED AUTOMATIC CONTROL VALVE, 1" X 16" SCH. 40 INSTALL PRESSURE PVC PIPE REGULATING DIAL IF SHOWN ON LEGEND FINISH GRADE SPECIFIED 10" ROUND PLAN VIEW VALVE BOX, INSTALL _ —III III SPECIFIED SPLICE KITS FLUSH WITH FINISH GRADE PVC UNION z u,w QUICK COUPLER VALVE 24" SPARE WIRE 24" CONTROL WIRE o z COIL IN BOX F FINISH GRADE COIL, SEE SPECS- SO a w O zwo PVC BALL VALVE, - 1" MIN. CLEARANCE 5H � 1" X 16" SCH. 40 PVC COMMERCIAL GRADE -- BETWEEN VALVE BOX w a a I - 3MA%. " III l PIPE, SECURE TO QUICK AND PIPE 0 D a_ _ COUPLER WITH 1/4" P P w w m a -III - GALV. U-BOLT m4 o4p BUSHING AS REQUIRED P CUR. — _ p m� —III - SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED PVC UNION am on — I''--(2) SCH. 80 STREET ELL w W/(1) SCH. 80 SHORT PROVIDE CORRECT SIZE -PVC LATERAL PIPE NIPPLE (NO MARLEX) NIPPLE SO THAT LATERAL PVC SCH. 80 NIPPLE, LINE COMES RIGHT OUT OF THE BOX WITHOUT USING 90 SUPPORT VALVE BOX SUPPORT EACH VALVE BOX 8" MIN. LENGTH \ DEG. ELLS OR 45 DEG. ELL WITH (4) BRICKS WITH (4) BRICKS, TYP. MAINLINE \\`MAINLINE, SIZE PER PLAN MINIMUM 2 C.F. (12" DEPTH) MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP PVC TH X TH 90 DEG. ELL CONTROL AND SPARE WIRES, DRAIN ROCK SUMP IN (NO STREET ELL) TAPE TO BOTTOM OF MAINLINE BOTTOM OF VALVE BOX. ELEVATION VIEW ELEVATION VIEW NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. NOTE: 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. REMOTE CONTROL VALVE - WITH SHUT-OFF QUICK COUPLER VALVE 1 A 1 B scale. 11Y1=V \ j Scale. 1 V2•=V• WEISMAN DESIGNG ROUP {AIpXAIf I'LO E657119 Z05dll-lm Wq�IKRIIIF SFATIEN%91115 WWMtWOBNCfCY 41 4/25/2018 d2Ldtl m 2 1 =12018 en Review Revisions REV. DELTA I REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB aYrl 125OPMACAN. 90SWI,. 0 Drawing Titla' IRRIGATION DETAILS Date. 4/05/2023 Drawn By: AT Renaed: Pmlect No. 1634.001 Stamp �OF WRAS aWO Sheet No GA EW\MI V L3.6 y ���B EXF 011e\�4� SC4 PE � ARO BLRBARCHITECTS, P.S I 1 1 Y 1 3 1 4 1 5 1 6 1 T 1 5 1 4 i n L 1/2" GALV. ROD /,N­ -� TEFLON (PTFE) DISC, 5" DIA. 1 4 GALV STEEL W/TURNBUCKLES & 1/2" X 1/2", INSIDE OF OUTER PIPE / 3-1/2" DIA. SCH. 40 STEEL PIPE FULLY DIA. D' BOLTS, BOTH ENDS PLATE END CAP, WELDED AND GROUND SMOOTH WIDTH VARIES, CONCRETE 1/a" GALV. STEEL PLATE END FULLY WELD TO IN SEE GATE SCHEDULE, / SEE GATE PAVING CAP, FULLY WELD TO PIPE PIPE FIELD ERIFY SUPPORT DETAIL EQUAL EQUA r m TEFLON DISC OR SOLID WASHER a o GREASE NIPPLES EQUAL EQUAL 1'-9" V-9" EQUAL EQUAL cew Y." THICKNESS X 5' DIA a w _ (ZERK FITTINGS), e \ u, GATE FRAME I ONE ON TOP & i i — NO 6" DIA. SCH, 80 PuwnNo M° ONE ON SIDE B / STEEL OUTER PIPE AREA f tO \ ausN wsNv 5" DIA SCH 80 STEEL ° LEDED ICAPWITH CONCRETE CURB 11 4" REFLECTIVE TAPE, TYP, I/ \ _ 1 •I ASPHALT III { I SHOP WELDED STEEL -III PROVIDE PERMANENT RIVETED �i — I ° I REDUSLEECTION WILL BE SAG -III WEATHERPROOF PLAQUE WITHIN 6" OF / 9" ° REQUIRED AT GATES WHICH oI 1-III DAL WITH THEN FOLLOWING WORDING / 6" DRILL 1-1/2" DIA} -- / �1 1 1p ,l \ 7/8' 1 ° I EXCEED 10'IN LENGTH. I' I HOLE IN FLANGES III \ HOLE " I °� CONCRETE CURB I ° I. GA GNED TO / I 1 \ _ a ° I U SHAPED BARS a _ p BE LOCKED OPEN L _ _ _ _ J _ _ _ 1 /2" STEEL PLATE. tr �!4 OR CLOSED ONLY. FULLY WELD TO ° °- NTS\ MIN. 3" R 3 U SHAPED BARS ° a� ELEVATION PIPE M- CLEAR C 9 e : a�6"AIL I ----, - - 1/4" STEEL PLATE b ° `a " PROVIDE GATE SUPPORT3'-0" SEAL GAP RUBBER GASKET BETWEEN OUTER \ END CAP, FULLY / ROD ON ALL GATE ARMS WELD TO PIPE OVER 15' IN LENGTH FOOTING LOCATED IN WALKWAY AND INNER PIPE FOOTING LOCATED IN PLANTING AREA -- J --/ \ / _ NOTES: PLAN DRILL 1-1/2" DIA. HOLE ' 1 ALL STEEL PIPE TO BE GALVANIZED AFTER FABRICATION 2 PROVIDE GREASE FITTINGS AT TOP AND SIDES OF GATE POST. NOTES: — / IN FLANGES 3 PROVIDE RUBBER SEAL AT BOTTOM OF OUTER PIPE 1 GRIND ALL WELDS SMOOTH. 4 GRIND WELD AT INNER PIPE SMOOTH AND FLUSH WITH FACE OF INNER PIPE. 2. ALL STEEL COMPONENTS TO ID BE GALVANIZED AFTER STEEL PINS OF GATE NO ON SITE WELDS 5 PROVIDE STEFLONQUARE (PTFE) DISC AT TOP OF GATE SUPPORT POST 3 PROVIDE FIR SHALL PROVIDE (2) 1 1/2" DIAMETER STEEL PINS DRILLED HOLE TO ACCOMMODATE HEAVY DUTY LOCK PROVIDED BY OWNER 6, PROVIDE SQUARE FOOTING AS SHOWN ON PLAN BACK OF CURBS 4 PROVIDE FIRE DEPARTMENT KNOX BOX. FIELD LOCATE PER FIRE INSPECTOR %1 VEHICLE PIPE GATE 5. PROVIDE REFLECTIVE STICKERS ON ALL VERTICAL AND HORIZONTAL GATE MEMBERS, BOTH FRONT AND BACK SIDES. ^ VEHICLE PIPE GATE SUPPORT E E F X H K 4y2" DRILL HOLE IN FLANGE 1-1/2" DIA. 1/2" STEEL PLATE, FULLY WELD TO PLATE 4-1/2' DIA. x 1/4" GALV. STEEL PIPE FINISH GRADE in Ti IIIIIII I 17I I CONCRETE FOOTING NOTES. 1 -0 1 ALL STEEL COMPONENTS TO BE GALVANIZED STEEL. 2 PROVIDE CONCRETE MOW STRIP AT BASE OF ALL POSTS LOCATED IN LAWN AREAS. GATE HOLD OPEN POST > 4" MAX. 1$" TOP RAIL 1Yz" RAIL FACE OF BUILDING OR COLUMN SQUARE CAP (TYR) SEE SPECS BRACKET WITH ANCHOR BOLTS, EACH SIDE OF POST z o u POST, SEE w SPECS F zzm ATTACHED POST TO -d BUILDING WALL OR 5 0 COLUMN WHERE 1" SQUARE APPLICABLE rz J PICKET BRACKET WITH II II II II ANCHOR BOLTS, BOTTOM RAIL EACH SIDE OF POST OF POST • LmlyBOTTOM a - Y8" ABOVE FINISH GRADE. , ° o z CONCRETE MOW s 90 FINISH GRADE STRIP, SEE PLANS n FOR LOCATIONS y NOTES. 1. SEE SPECIFICATIONS FOR ORNAMENTAL METAL FENCING REQUIREMENTS. 2. FOR FOOTING REQUIREMENTS SEE SPECIFICATIONS. 3. ATTACH PRIVACY SCREEN FABRIC WHERE NOTED ON PLANS. DECORATIVE FENCE 3/6' = 1'-0" P-01_1-03 3/6' = 1'-0' P-OLI-04 3/6' = V-0" P-OLI-09 1/2' = 1'-0" P-01_1-07 18" X 24" SIGN REFLECTIVE, HONEYCOMB, ALUMINUM PLATE SIGN, SEE SIGN + - - _ _ SCHEDULE FOR MESSAGE AND DESCRIPTION. INSTALL IN APPROX LAWN 1 1'-6" TYP. 1Sz" HT 12" X 18" SIGN r LOCATIONS SHCUI ATTACH SIGN TO POST WITH GALV. DRIVE 1' TYP. LETTERS RIVETS - ' _ _ ' _ 4' VAMETER FENCE POST SO TUBULAR POSTS, 2Ya" MIN CONCRETE MOW STRIP,: a C 71 D C n 7 SQUARE 12 GAUGE, GALV. o STUDENT EN Ta'FFDR r FINISH WITH �qs" DIA. HOLESOP—OI SIGN POSTTOCENTER.ATTACH - LIGHT POLE CONCRETE DROP—OFF a SLEEVE WITH DRIVE RIVETS. I 1 -0 SIGN POST • jy .. BASE SEE ELN. ECTRICAL r PICK—UP 1' WIDTH CONCRETE MOW STRIP. r SQ. TUBULAR SLEEVE 2$" CONCRETE MOW FOR-DETAILS ALIGN 'MOW. STRIP EVERYPROVIDE EXPANSION JOINTS io ONLY SQUARE. 12 GAUGE, GALV STRIP IN L WNS EDGE PERPENDICULAR EVERY 12-15' N EXTEND 4" ABOVE GRADE ° - .p TO ADJACENT PAVING AND AND 24" BELOW GRADE rLAWN, SEE - - O. DURING SCHOOL / PLANTNG PLAN - �/ LHOURS SLOPE TOP OF FOOTING I CONCRETE ••ALIGN CORM TION WIjH S ORE 1 PICK P z O PAVING, JOINTS EREVER POS IDLE,., v , F.G., SEE SITE PLANS 0 SEE CIVIL •S5€ L,A SCARE SITE LANS' EXRA 51ON,JOINT,'T P.'- 1, FOR MATERIAL TYPE. °. ., FAR bRE14ANT L YOUT.. -1" ., 1" HT. BOLT STOP THROUGH MIN SCORE f01 TYP• ,° L I��2" HT. LETTERS SLEEVE, SEE. _ -. 1 LETTERS < PLAN VIEW: MOW STRIP IN LAWN ' ENLARGEMENT, 9" - ,+'+ DEPTH MAX. 1.°i. CO CRETE �SIDEW LIC ' IIHII Im-III- i II- II -II i i i IIII Ill r —III- /�\���� c CONCRETE PAVING, K NOTES' / // // / > SEE CIVIL 44 - _ HOLD TOP OF FOOTING IIHII- = 6" BELOW FINISH GRADE 1. SIGN TYPES A AND B ARE BLACK LETTERS ON WHITE BACKGROUND WITH NOTES -� BLACK PERIMETER _ � -III. III= � - S 2. SEE DETAIL B SHEET L4.4 FOR POST MOUNTING AND DETAIL C SHEET L4.4 V// 1 °` + �V�// 1 SIGNS NS LOCATED ANY PART OFSIDEWALKS DDEWALTHE S HAS ABE POSITIONED SHALL FOR FENCE MOUNTING. MOUNTING TYPE IS NOTED ON LANDSCAPE SITE 4K�/ /�� CLEARANCE FROM THE SIDEWALK. 1. FOR LIGHT POLE LOCATIONS WITHIN LAWN AREAS ONLY. - ` PLANS 11111 2 PLACE CONCRETE MOW STRIP AROUND POSTS IN LAWN SEE ELECTRICAL FOR ALL LIGHTING SPECIFICATIONS AND AREAS, 12" RADIUS FROM POLE AND SQUARE OFF DETAILS. -�- - PERPENDICULAR TO ADJACENT SIDEWALK CONCRETE MOW STRIP FOOTING 6 ON -SITE SIGN SCHEDULE 7 SIGN MOUNTED ON POST $ TYP. LIGHT POLE & HYDRANT MOW STRIP 3/4" = 1'-C" P-01_1-08 1 1/2' = V-0" P-OLl-Os 3/4" = 1'-C" P-OLl-06 1/4" = V-0" P-OL1-02 'IMMIIIP[9:7a:s9Cn9 Ya" RADIUS, TYP. FINISH GRADE 1/2" BELOW TOP OF CONCRETE, TYP. E 4" DEPTH CRUSHED ' ROCK BASE COMPACT SUBGRADE BENEATH CONCRETE TO 95 % TYP. #---r­­# MOW STRIP IN LANDSCAPE NOTE: PROVIDE EXPANSION JOINTS AT 20' O.C. AND AT ALL DOWNSPOUTS CONCRETE MAINTENANCE STRIP 9 1 1/2' = V-0° P-01_1-01 WEISMANDESIGNGROUP tm1E60iST EOaM _im xs�sells Iwww.xmencmr 4 4/2S/2018 2 1 31212018 TMdenEum Agency Review Revisions REV. DELTA REV. DATE REV. DESCRIPTION DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB Crewing Title' PHASE 3 - LANDSCAPE DETAILS Dete, 4/05/2023 Drawn By: A7 RerOI Pmlect No. 1634.001 Stamp � OF W Alo ti Sheet No Ew\MI 1�eMo cA SSFt Z L4.0 � y�5-t BEXP 011e1 SC4 PE of ARO BLRBARCHITECTS, P.S I 1 s 3 4 LA1-14 C N ,5,1�ST WWI + p - - - -_- p -_ b - - _- -- - - - -- - - - - _ - -_-- - - -- _ _ -M- -- -- - d -p==-d-.T- =R-T -p=T =R-1- --T - -P _--p- --P- [T --- —__ _ ��y�--��--------------� E3----___ E3 3 Li Ali LAR-16 L�R- 1 ,!-I 1 B------ - - - - - - - - - 1� // ��__E -E_ 3' F I -__-_---__-�� ICE D 11 e ------___- ryry / -F eeeeeeee � Y O/ c ` I / (E PE "LOW VOLTAGE VAULT L (E) TYPE 2" LOW VOLTAGE VAULT 'D' TELECOM VAULT'K' 'V3' VAULT E' ' ((�� 4 I BR-0 Y �_-_/ -f` yql / RTABLE 906 / 2 O n (E) TYPE'V6" ELECTRIC VAULT'F' I I 61-12 VIA BR-10 (E) TYPE'V2' LOW P VOLTAGE VAULT'H' I m I � m I 2 I SHEET NOTES 1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL SITE DEMOLITION INFORMATION 2. REFER TO SHEET PH3-E7.0 AND PH3-El 1 FOR ADDITIONAL INFORMATION FLAG NOTES v REMOVE AND SALVAGE EXISTING LUMINAIRE, ARM MOUNT AND ASSOCIATED APPURTENANCES FOR RELOCATION AND REINSTALLATION ON NEW SITE LIGHTING BASE AND POLE. STORE IN A CLEAN, DRY PLACE UNTIL REINSTALLATION. EXISTING POLE BASED, AND POLE SHALL REMAIN. POLE SHALL BE ROTATED TO ACCOMMODATE NEW LUMINAIRE HEADS AND ORIENTATION COORDINATE WITH UTILITY AND THE CITY OF AUBURN. REMOVE EXISTING NON -LED STREET LIGHTING LUMINAIRE FROM EXISTING POLE MOUNTED ARM TO FACILITATE LUMINAIRE REPLACEMENT. SEE SHEET PH3-E7 0 FOR ADDITIONAL INFORMATION. H A R G I S 0000° o eee 6 98E a0 i d HH e 4 H T2A-13 ( �B 10 2A 3 \ I, \ \\ P (E)PORTABLE 804 \ \ _ _ _ rl�<2 ELECTRIC \ I 1 \ ELECTRIC VAULT r (E) PORTABLE UL\\ I I , o (TYP OF 16) A I I A m 000u��up e11'LBR-II ik 0 v d 4 1 1 II1 v LBR-,a LBR- DI I I T2&,2 EXISTING UTILITY POLE h f ❑ \ \ WITH STREET LIGHTING v _ `v ----? ----? ---- E---- 3J POLEMOUNTEDARM m 1 � I I i i m -10 I I I �( \�._ ewe eeee \1� E �.,.-U� __\r LBR-10 - - - - _ - - - _ ry - - -_ -- - - y -- — — -S � 74 --5— - ---5 --_� -fz�- ��---P 'i - - --s-y_ _- S -_- S --= 3- --� --S - --S — �S�—I _�i. _—�.—_—_ __ I V `. G—_--G— --Gt— 1=G— ———==G11—_——_--=D—_--—_-- --�G — —C -- --G— D v of J • K -- ., ,. - ------ �I D C G p --p --D ----D ----D -_--D ----D -- D ---D ----D----D1 D w W r —I 3 ' R C D D _ - _ _ p _ - _ -p _ _ _ � / _ _ _ _ D _ _ _ _ D _ _ _ D _ _ _ D _ �r _ _ p ----D ----D _ _ _ _ D _ _ _ D __--D � D N A��I---- ya- --W --_-W --_-W --_-W--TTM---� W____W___��_-_W____W___ M___ W____W____W____W_I___W 9__W___ �V'✓ I _W____ M____ M___ W__ _W-_- W-_-_W _ W_�/ - --I )�- IIIP o I ®—D--�--D— ® ® h —W fta ° ELECTRICAL SITE DEMOLITION PLAN - NORTH - PHASE THREE SCALE. 1-=30'-0' r6?mm6mdo,W 0 15 30 45 60 PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16I2023 =1 third aVOlue, sufteM saatfle,wa 96101 206M 76 • 206.Mt4150 • Imur& a REV. I REV. DATE REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DM71RUCr No. 408 BLRB architects TACOMA Drawing Tm ELECTRICAL SITE PLAN - NORTH - PHASE 3 Date04/05/2023 Drawn BY' JPH Revised P,ajed No 1634.001 Stamp Shard Na P3- ED1.0 3123 o BLRB ARCHITECTS, P $ I 1 2 3 4 5 E 7 E 0 p FLAG NOTES ®_ _ _— -- — —_— - - ♦� - / 'FLI-FL4' LIGHTING FIXTURES ARE PART OF SPORTS FIELD LIGHTING SYSTEM. SEE A - _ U_ _ _ - U- _ - - C- -\\�I p - p - _ O \ T //I SPECIFICATION SECTIONS 265668 AND 255670 FOR ADDITIONAL INFORMATION AND \ 1 0� o I 9 REQUIREMENTS. PROVIDE #6 AWG CONDUCTORS IN 2"C FROM FIELD LIGHTING w \ g I�p Y U p EQUIPMENT AT POLE TO PANEL AS INDICATED VIA MUSCO LIGHTING CONTROL b PANEL PROVIDE ALL WIRING, RACEWAY AND CONNECTIONS TO CONSTRUCT w w T s p COMPLETE AND OPERABLE SYSTEM. COORDINATE TERMINATIONS TO FIELD h a - z - n K H _ r LIGHTING EQUIPMENT WITH MUSCO LIGHTING INSTALLER. E PE'V6'ELEC T'A" -D - - E 0 a p F - - -_- D-_ - - p --PPPPPio- 7Pi _ --_ _- - - M-- p"'� - - EL -EXISTING FROM u _ _M=k PROVIDE RGS CONDUIT AND 8"X8"X6" LOCKABLE ENCLOSURE WITH PIANO HINGE. PHASE182 SHOWN --NEW WORK SCOPE - - - W - - __ - _ - - - - - - - - _ - FOR REFERENCE - - - -d-`T- - B -T- - - B - ' _ - - P - - - P - - _ , SECURE ENCLOSURE TO FENCE/GRANDSTAND/SCOREBOARD POST STRUCTURE. d _�_-_-' ==P __ o - T -8 �1- --T - 5 -P- 7- d- _ ____ -_-=per__= F - I r_d- e, P - - �n 1 -P ----P i =-_- d---- d-- -P --- P ----P -® - — _ _ _ _ _ _ _ _�_ _-� _ _ - __ �PFIELD COORDINATE LOCATION PRIOR TO ROUGH -IN V............... _ _ _ _ _ _ _ > COM-BOX HAND HOLE PROVIDED BY LANDSCAPE SEE F-SERIES FIELD DRAWINGS E3 L-gsygg E3 Ll LiE3 3 J X - - 1A- a FOR ADDITIONAL INFORMATION. x �i LAR-18- ,h 2 CT (V - 1 PROVIDE 7t4 AWG CONDUCTORS IN 2"C FROM CFCI NEMA-3R NETWORK B_ / % _ _ 3� - E - ENCLOSURE TO POWER PANEL INDICATED PROVIDE POWER CONNECTION TO ------ - - - - - - - - - VI' ---E _ �� 3 NETWORK ENCLOSURE. INSTALL NETWORK ENCLOSURE MOUNTED FACING - - - - - - - -i D - - - - D v�W. - 13 I - - E _ I^ ATHLETIC FIELD. POLE MOUNT HARDWARE FOR CFCI NETWORK ENCLOSURE IS f G SHEET NOTES FURNISHED BY THE PERFORMANCE LIGHTING SUPPLIER, SEE SPECIFICATION I F / SECTION 265668 AND DETAIL SHEET P3-E7 1 FOR ADDITIONAL INFORMATION � / I 2 FH1A-19 � 1. REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. � ` ) 1� PROVIDE 1"CONDUIT FROM'I DF RACK' VAULT TO POLE BASE, TRNASITION TYP 'V3" EL TRIC ULT "B' / / / I 2 COORDINATE PLACEMENT OF SITE LIGHTING, VAULTS AND RACEWAY WITH DIVISION 31 CIVIL AND DIVISION 32 LANDSCAPE CONTRACTORS. COORDINATE WITH TREE T01" LIQUID TIGHT FLEXIBLE CONDUIT WITHIN PERFORMANCE LIGHTING Y'--Y� ) O POLE, TERMINATE CONDUIT AT MANUFACTURER PROVIDED HANDHOLE AT PROTECTION PLANS AND AVOID CRITICAL ROOT ZONES OF EXISTING TREES. CONFLICTS SHALL BE COMMUNICATED TO THE ARCHITECT FOR RESOLUTION PRIOR TO lA -18 / I ( ♦15'-0" AFG PROVIDE 2 STRANDS OF MULITMODE CRITICAL FIBER CABLING i COMMENCEMENT OF SITE WORK. FHIA-n 2 E2 - 8 / / e I ( wv FROM MC VIA NEW AND EXISTING STIE VAULTS TO OFCI NEMA-3R - NETWORK ENCLOSURE. -1 FG _ r - - _ Y HH ° ct6m�mz / 1 3. PROVIDE CONCRETE BASE FOR SITE LIGHTING POLES PROVIDE FLUSH WITH GRADE TYPE POLE BASE FOR SITE POLE FIXTURES DENOTED WITH'FG'. SEE DETAILS 1 & 2 ON - e e e e e e e v - R 1 / e 2 e i wv SHEET P3-E7.0 FOR NON-PERFORMANCE LIGHTING POLE BASE DETAIL AND ADDITIONAL REQUIREMENTS. I 1 TERMINATE 2 STRANDS OF MULTIMODE OPTICAL FIBER CABLING WITH "LC" i e e -Q / ` VC FHIA-21 I CONNECTORS AND COIL IN NETWORK ENCLOSURE, SEE DETAILS ON SHEET FG F "V� E4 --�" I 4. PROVIDE I"CONDUITAND#8 AWG CONDUCTORS FOR SITE LIGHTING UNLESS OTHERWISE NOTED. I P3-E7 I FOR ADDITIONAL INFORMATION ROUTE OPTICAL FIBER C III //� 13 I - 1 LAR-14 I1 E4\�- I I 5. PROVIDE 1"CONDUITAND #10 AWG CONDUCTORS FOR POWER MINIMUM UNLESS OTHERWISE NOTED. I WITHIN DEDICATED 2" RACEWAY WITHIN PERFORMANCE LIGHTING POLE, RACEWAY BY PERFORMANCE LIGHTING SUPPLIER (E)1(5)4-C FOR COMMUNICATIONS " II/� (E)TYPE'�l LOW VOLTAGE VAULT I I (E)I(1) 1' FOR EMS 11 /r I (E)TYPE/'V2" LOW VOLTAGE VAULT'D' 16. EXPOSED CONDUIT SHALL BE RIGID STEEL TYPE. i PROVIDE NEMA-6P ENCLOSURE MOUNTED TO INTERIOR VERTICAL FACE OF (E)g1) 1-1 11 OR A RM u= 13I VAULT, AS HIGH AS POSSIBLE. INSTALL RECEPTACLE WITHIN ENCLOSURE. - - - - - - - -`) LARti4 / I I I 7. INSTALL UNDERGROUND CONDUIT PER TRENCHING DETAIL. SEE DETAIL 3, SHEET P3-E7.0. I 1 1 PROVIDE SUBMERSIBLE RATED LIQUID TIGHT FLEXIBLE CONDUIT AND E R 4 R E �1 /� I I I CONNECTORS FOR RACEWAYS INSTALLED INSIDE VAULT. SEAL PENETRATIONS e e e e e e e e _ I 8. REFER TO VAULT SCHEDULE ON SHEET P3-E9.1 FOR VAULT SIZE AND ADDITIONAL INFORMATION. FHIA-17 I 1 ASSOCIATED WITH RECEPTACLE RACEWAYS AND JUNCTION BOXES WITH LIQUID 0 0 o p o 1-13 VIA - �Y`1 TIGHT FITTINGS. _____ A-21 p - - -- i e Tr �EteLAR-.14 e O 9. RACEWAYS SHALL NOT BE ROUTED UNDERNEATH TRACK OR FIELD SURFACES. 2 /' __ _�I�eee 1 __---- - I \ ` rk ) O PROVIDE RGS CONDUIT STUBBED UP TO 8"X8"X8"LOCKABLE JUNCTION BOX. Ea �ppp4 I) FH,A 19, 1 0. SEAL BUILDING PENETRATIONS WITH APPROVED FIRE -PROOFING AND WEATHER -PROOFING MATERIALS. SEE 260533 FOR ADDITIONAL INFORMATION. ) ✓ MOUNT BOX TO SCORE BOARD AND GRANDSTAND STRUCTURE E ALARM 1 (E)(112"C-TELECOM �\\ 13 FM 11. SEE ONE -LINE DIAGRAM FOR ADDITIONAL INFORMATION. �I 9� PROVIDE NEW POLE BASE AND POLE TO FACILITATE RELOCATED OF EXISTING LAi-13 VI 1 1 1 Q V - \I m D _AR-2d \ E16 F b ) r 1 1-1 2 C-SPARE \ 12. SEE SHEET P3-E3.0 FOR LIGHTING AND RECETPACLE CONTROL SEQUENCE OF OPERATIONS. 1�/ LUMINAIRE, ARM AND MOUNTING APPURTENANCES. SEE DEMOLITION SITE PLAN ( FOR ADDITIONAL INFORMATION E7 I -- r1L11 VC -SPARE- �\` n - w I R-24 WE -I 0 4' e\\� 13. CIRCUITS SERVING SITE RECEPTACLES SHALL BE ROUTED THROUGH OVERRIDE CONTACTOR ADJACENT TO ELECTRICAL PANEL. SEE PANEL SCHEDULE AND POWER FLOOR 2 FH1A- 5 10 PROVIDE PULL STRINGS INSTALLED IN CONDUITS BETWEEN VAULT LOCATIONS E C1 (�P o EI LAR-14 �I� / \PLAN FOR ADDITIONAL INFORMATIONvRE ALARM o ee e Y1B 10 ��\XFMR'T-FHIA' I �O1 1t REINSTALL EXISTING LUMINAIRE, ARM AND MOURNING APPURTENANCES TO NEW 'yPOLE, BASE AND APPURTENANCES. SEE DEMOLITION SITE PLAN FOR ADDITIONAL �_e V ) p N PANEL'FH1A' ___iR e e e Rye H E1e�� e \\ COSTODI P All I V% INFORMATION. ER LAI-14 VIA �, �, V B-1 \� \ MACH/ O PAR �I ��`` \ .ELECTRICAL MUSCO FIELD LIGHTING 1 2 12 y 12 COORDINATE WITH UTILITY PROVIDE REPLACEMENT HEAD PER LIGHTING J ROOM CONTROL PANELAUXILIARY FLIG PERFORMANCE SPORTS FIELD \ vaEaO vaFa1 FIXTURE SCHEDULE AND INSTALL TO CITY OF AUBURN STANDARDS. \ MUSCO AUXILIARY LIGHTING LAR-04 1 LIGHTING PO EFIXTURE i zz \ INTERFACE CABINET'ALIC' ,a PROVIDE CONDUIT AND CONDUCTORS TO EXTEND EXISTING SITE LIGHTING nFG_� -•yu$-L LI (E)TYPE V6��� LAR-14� la \ I ----- I NETWORK I ml fi- p r rl ELECTRIC VADLT'R' -_ �� �) I - 'F ---,_ _ ENCLOSURE 4 a 1e BRANCH CIRCUITING AS INDICATED TO NEW FIXTURES INDICATED ----------------- I ------- -- V4 \ 1 Al l VIA 1\SCOREBOARD E\ - — — — — — — — — — •Y _ _EFF�TPIrtlAq�_ _ _ CON ROTATE EXISTING POLE ON EXISTING BASE TO UTILIZE EXISTING POLE ARM FG \ \ O S \ TROL6S MOUNTING HOLE IN NEW EAST WEST ORIENTATION. PROVIDE FIELD CUTTING, 1- 23 s6��L 1 '€RYA FI IX' M5 \FHlLAFI@IAR t3 FCus Awc — — — — Ri DRILLING AND TAPPING OF EXISTING POLE TO ACCOMMODATE ADDITIONAL E10` �i-"'z3 11i'c t0.o d-EIO_�LUMINAIRE, MOUNTING ARM AND APPURTENANCES. 10 FG FG E10 E10FG Fc — --- FHt -2 F FHiA-23 — — — F E1 1s PROVIDE NEW FIXTURE LUMINAIRE AS INDICATED. PROVIDE CONNECTIONS, I G LAR44 a' )PPE� — — —LAR46 ��� FHIA 14 Hi -27 F - • �- a V2 ° — — FG Et — — MOUNTING ARM AND (STINGLIGHTING APPURTENANCES REQUIRED INSTALL S E EXISTING POLE At)/ VI F V2 FH, -2 3 AND CONNECT TO EXISTING LIGHTING BRANCH CIRCUITING. SEE DEMOLITION -_$ NEMA4iP C5 aJEMIG / T N SITE PLAN FOR ADDITIONAL INFORMATION II ZO GFa EItlP.tB86 to - e Is FHA1-8,10,12VIA FLC / FL2 L_ 11 J E) 2" CONDUIT TO 1 p� x a I� ' I I , -- MSBDFORFIELD j/ J YC-COMM I �z_ c 6 28 {% r to NETWOPROVIDRK EQUIP ENT ENCLT ON OSURE. PROVIKSIDEDE I"FLEXCF LIGHT CONDUIT TOLE CAMERA FHlA­HOUSE FEEDER'FHA1' �LL1-1/4-C-POWER C C cao 5 2"C-COMM 1 NETWORK EQUIPMENT ENCLOSURE.PROVIDE,"FLEX CONDUIT TO CAMERA E TYPE "V3" - 1 I I 1_i/C'C-SPARE 10 - Ce HOUSING SEE DETAIL 1 ON SHEET P3-E7.1 FOR ADDITIONAL INFORMATION O / I to YC-COMM---------------------------------- ------ ELECTRIC VAULT - _ C7too PROVIDE THE FOLLOWING EQUIPMENT MOUNTED AT LIGHT POLE: � GF P OM BOX ca C dg (1)NETWORK EQUIPMENT ENCLOSURE HAND HOLE< c C 010 (1) CAMERA PLATFORM cRITY Cn 1 19 CAMERA LOOK�> RELOCATE ING CAMERA LOOKING AN RETURN TIO OWNEREW . ADJUST SECURITY CAMERA I ROOM PROVIDE MAXCEL�L INNERDUCT FROM ATHLETICS HC TO MAIN BUILDING MC LBf 10 LBR-10 a Ill- 1 lsUS 11 a / / , �1 VIEWING EAST TO VIEW SOUTHEAST. / BR-0 H E1 PORTABLES / ( E�LPE'V6" I // Ell ECTRIC VAULT'F" / F 15 LBR-10 / (E)TYPE W2'LOW I VOLTAGE VAULT'H' Pill, va __LI I -- — I .81-12 VIA r --� U__-- El 1 .BR-10 LBR-10 -- -y@iy- - ----- HH el. E14 a #3 LBR- - T2A-,3 \ I E, T2A-13 ( �\ LBR-10 i L L--�L—R—'--1— H ��--r—i.--- ------ I (E)PORTABLE , 904 \ ) r I (E)TYPE"V6- I \ \ 1 1 Il T \ '( ELECTRIC VAULT I \ (E)PORTABLE UL \ I F I X I 1 ) (TYP OF 16) \ I II 1 q --- ---- I \�� _1____J 1 A e e L R 10 e \ 0000000 -- II-121 A �V ' - 2 T I� -0 7 4r' PROVIDE SECURITY CAMERA AND FLEX V CONDUIT TO EXISTING NETWORK H A R G I S � � ENCLOSURE. PROVIDE CATEGORY 6 PATCH CORD AND CONNECT TO SPARE PORT OF EXISTING NETWORK SWITCH. PROVIDE THE FOLLOWING EQUIPMENT MOUNTED AT LIGHT POLE: =1 third airrual sWpeM saa0la,wa U101 (1) CAMERA PLATFORM 106M63376 • 106AIt4160 • hergcNz -TTP (1) SECURITY CAMERA I 1111 1111 1111 1111 1111 1111 1 1111 1111 IIII IIII 111111 11 1111 le PROVIDE NETWORK EQUIPMENT ON BACKSIDE OF LIGHT POLE ATt1U-0".SEE 2, SPORTS FIELD LIGHTING VENDOR SHALL PROVIDE DETAILED FOUNDATION DETAIL 1 ON SHEET P3-E7 1 FOR ADDITIONAL INFORMATION PROVIDE THE DESIGN AND CALCULATIONS. SUBMIT FOUNDATION DESIGN AND CALCULATION FOLLOWING EQUIPMENT MOUNTED AT LIGHT POLE: FOR REVIEW DURING SUBMITTAL PROCESS. (1) NETWORK EQUIPMENT ENCLOSURE - ---- -- ---- -- ---- -- ---- -- -- -- (1) WIRELESS ACCESS POINT ENCLOSURE " ---- -- ---- -- ---- -- -- -- � PROVIDE CONDUIT AND CONDUCTORS TO EMEND EXISTING UNUSED PLANNED - ---- -- FIELD USE LIGHTING CONTROL RACEWAYS TO RELAY PANEL LAR AS INDCIATED. RACEWAYS SHALL BE INTERCEPTED IN MAIN ELECTRICAL ROOM AND REROUTED TO PANEL XAI AND YIA. PROVIDE CONDUIT IN HANDHOLE TO "PIPE -THROUGH" REV. REV. DAIE REV. DESCRIPTION I IIII Jill Jill Jill Jill IIII I I IIII IIII IIII IIII IIII Jill 1 11 1111 THE XA1 CIRCUIT TO MAINTAIN SEPARATION OF THE NEC 700 RACEWAY SYSTEM. DELTA 23 'E10' FIXTURE IDENTIFIED ARE CONTROLLED THROUGH THE SPORTS FIELD DRAWING REVISIONS LIGHTING CONTROL SYSTEM ROUTE THROUGH MUSCO EMERGENCY CONTROL PANEL'EM-FLC'. SEE SPECIFICATION SECTIONS 265668 AND 255670 FOR "'2 Y /� � _ 0- a V 2 0"'P ADDITIONAL INFORMATION AND REQUIREMENTS. AS -BUILT DRAWINGS PROVIDE VAULT INDICATED AND INTERCEPT EXISTING STREET LIGHTING 14 1 I II Ei BR,D BR- of I II 1 CONDUITS STUBBED ABOVE EXISTING GRADE AND TERMINATE IN VAULT. ! �1 OLYMPIC MIDDLE SCHOOL T2e12 E) PORTABLE N2J I 1 , rc- R� -BO// ATHLETIC FIELDS 1 2n \ GFMABP HAND HO E G UTILITY POLE , f OM L(E)PORTABLE 901 I i I ° 1 E1 - CONTROLB LIGHTING�POLE FIXTURE FIELD LD _ _ _ WER 10 LE MO G o pl �_� L-------------- q,, FHIA-29,1t31, _ - _--____________ _______----- ----------------- -2C COMM- - _ -il4'C-SPARE AUBURN '<Ae� 2 �� n 2, t - ET LI �HTIN I U 'V _ _ _ _ uN RN SCHOOL DISTRICT No. 408 i m / 'PP. a 5�2"C COMM� 2'C-COMMA r R-O 1-67�°102fH1A-29 penwc 1 FHncG paAwG I BLRBKANE aFHIA 26- - - - - - -' 1v4' - - - - - - FHAi-14,i6,i8 VIA FLC�s{ HAFHIAI �18a -FHIA-25 �I TACOMA a - - -S -- - _ FHAf-202224 VIAFLC�_y-FL4 .F -v _-� --F-. --� _F�- _-• r. INFina6v t ",v , :r1 r.,� 1. H / 5-= — F—S— —_ 5= —_ S- 11 p .1 �. ROM I PHASE 1 it 2 SHOWN corlir rW --p-"-D-_--p K _--D-_--D----p-_ p----DFORREFERENCE�J.�� ORK SCOpPE�I I-p --__p-1-_-P/ - NETWO�� T -_--e -p- —p- -1--p-_--NETWOR RE �a _ -p_ %-� - -Yp �� � \ II O ora:.:m91wa. OF 4 — , a — L__ p ELECTRICAL SITE PLAN — w� T E--p—_--I / w I I o II I ) — — — — SN 1]„yf (11) — — 7 — — — — — — — — — — — — — — ORTH PHASE 3 I --W ____\----W ___-W- piDM=_�=D W- __w____w __-_w�__w___r M___ w___-w�__-_w____w ____w__w__ _W ____M-___M-__Tw / -W\ _ - w____W_ p W w N 1 I { &II 1 0 — n I � —W Date' 06/12/2023 Drawn BY'3PH ^ Revised Project No 1634.001 Stamp Sha at No CONFORMANCE WITH THE CITY OF AUBURN'S P3-E IP ELECTRICAL SITE PLAN - NORTH - PHASE THREE ENGINEERING REQUIREMENTS. � SCALE: 1"=30'-0" DEV REVIEW ENGINEER:fole� nn2 - of 0 15 30 45 60 DATE: 06n6rz023 BLRB ARCHITECTS, P.S n L% II L E F II a J 12 1 2 1 s 1 4 1 5 1 I o I I I I I II I I I I I B I yam— ��i / E3 E3 LAR-18 ----- — E3 5 ------ 5 e e e \ \ -2 \ \\\\ j/ LAR-18 _ I IPIV 0 I M _g )TYP 'V e e e e e e e e e e e LAR- I E E 18 G / E2 2 E LAR-22 — — —I — — — — — — — — — — -18 Fc R-1 Fc (E) FAAP IN FIRE RISER ROO 1 4. D // e e IA (E) MAIN SWITCHBOARD LAIR 2 FIG MMA o ❑ 0 _ (E)(5)4'C F (E)PANEL'Y1A/Y1B' FG4 3 � - (E)(1)1'FO LAR-20 FPAP �(E) PANELB'LAR' � (E)(1)1-112' (E) MAIN ELECTRICAL ROOM _ / (E) GENERATOR I ZE 711Ip���IIIu'�1I' 1 (E) BOILER ROOM - 1-13 VIA �(E) PANEL'XAV (E) DETECTION I \ (E)MMUNIFOR COMMUNICATIONS Liz I DETECTION PANEL I � � ,J \ o UMC--- ---\� i` (E)(1)1'FOR EMS (E)(1)1-1/2' FOR FIRE ALARM \ LA1-13 VI ( \�� (E)GRAPHIC LAR-24 1 Eib FACP (E) FACP IN �j = N MAP IN MAIN 3 E ] CUSTODIAL OFFICE I ` V\\\ \ CUSTODIAL 7 OFFICE o E10 I \\\ \ L]FG I \ \ uuul]UU LAR-20 I \ \\ \ e LAD-14VIA o ❑-20 II \�\\ \\ LARABA4 E' Iq \\vA A �EL10 4 F ww W 20 (E) FAAP IN 3 ( D MAIN ADMIN ( G 1 ) I ❑ FG I II E15 NAM AO I PG ) p 11 _AR-20 E18 �E1 I 10 E 0 10 FG E1 — < PG E17 ( \ \ LAR-0 ppp \ \ o E16 \ \ E1 I \ \ I o 0 0 \ \ I I m \ \ (E)PO L 90TT \ \ I \ (E) PORT LE 08 I � I I a 1 I I DD�DDDIJ IJ e L ® II ® [LB -14 ILL B _14 (E) HGA�r _ GII(E)PO:RA Hli HH — - W - — — W - — W L J ) PORTABLE 908 / HH HH G i L 0 / An LB1.12 VIA ANNABR-10 r ELEC 233 (2N0 FLOOR)(E) (4 2' - P W R 'A e LB1-13 VIA J k 000 UX tT LBR-12.16 o PANELS 'LB1'&'LBR' Ell T2A-13 _ — HH I E10 LBR-161 (E) PORTABLE 904 11 — i (E)PORTAB(TYP OF i6)LBR 16 -4 00000000 FG yB —MMA EI / LBR- 2 LBR-12 LBR-12 - (Q PORTABLE 902 f (E)PORTABLE 901 I I I /- �/] / LB -,o BR- � L R-1 L R-1 ( � e 8 e E E e - ) a { KS RE TSE ------ ELECTRICAL SITE PLAN - NORTH - PHASE THREE SCALE: 1"= W'-0" 0 15 30 45 60 - 81 9 SHEET NOTES 1 REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. REFER TO SHEET P3-E1.0 FOR ADDITIONAL INFORMATION. 3. SHEET PROVIDE FOR OVERALL REFERENCE. SCOPE OF WORK PERTAINS TO EQUIPMENT AND SCOPE DESCRIBED WITH FLAG NOTE IN THE MAIN ELECTRICAL ROOM ONLY. FLAG NOTES 0 PROVIDE ADDITIONAL POWER METER AND NETWORK DATA CONNECTION TO MC ROOM FOR METERING OF PANEL'FHA1' FEEDER IN EXISTING MAIN ELECTRICAL ROOM. SEE ONE -LINE DIAGRAM AND METERING SCHEDULE ON SHEET P3-E9.1 FOR ADDITIONAL INFORMATION. INSTALL METER ADJACENT EXISTING METERS LOCATED IN THE EXISTING BOILER ROOM PROVIDE CONDUIT AND CABLING, CUTTING, PATCHING AND RESTORATION OF EXISTING WALL TO ACCOMMODATE EXTENSION OF CT'S AND PT'S FROM MAIN ELECTRICAL ROOM TO BOILER ROOM LOCATION. PROVIDE LOW -VOLTAGE RACEWAY AND CABLING FROM BOILER ROOM TO MC ROOM. PROVIDE INTEGRATION WITH EXISTING BUILDING DDC SYSTEM VIA EXISTING POWER METERING PROTOCOM DEVICE. SEE POWER MONITORING DETAIL 7 ON SHEET P3-E7.0 FOR ADDITIONAL INFORMATION. CONTACT, RYAN HEADLEY WITH SOUND ENERGY FOR ADDITIONAL INFORMATION ON THE EXISTING DDC SYSTEM. R.HEADLEY@SOUNDENERGYSYSTEMS.COM, 253-310-2686. INTERCEPT EXISTING RACEWAY PRIOR TO RACEWAY ENTERING RELAY PANEL'LAR'. PROVIDE CONDUIT TO ROUTE TO PANEL XA1 AND Y1ATO SERVE NEW LOADS AS INDICATED PROVIDE UPDATE TO GRAPHIC MAP WITH NEW MAP ENTITY TO DISPLAY THE SPORTS FIELD AREA FIELD HOUSE. PROVIDE PROGRAMMING OF SYSTEM TO ACCOMMODATE NEW SPORTS FIELD AREA FIELD HOUSE PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 H A R G I S =1 third aVOlue, sufteM sarttle,wa U101 166MM13976 • 106AIt4160 • Imridii REV. I R)f. DATE REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL I yam— ��i / E3 E3 LAR-18 ----- — E3 5 ------ 5 e e e \ \ -2 \ \\\\ j/ LAR-18 _ I IPIV 0 I M _g )TYP 'V e e e e e e e e e e e LAR- I E E 18 G / E2 2 E LAR-22 — — —I — — — — — — — — — — -18 Fc R-1 Fc (E) FAAP IN FIRE RISER ROO 1 4. D // e e IA (E) MAIN SWITCHBOARD LAIR 2 FIG MMA o ❑ 0 _ (E)(5)4'C F (E)PANEL'Y1A/Y1B' FG4 3 � - (E)(1)1'FO LAR-20 FPAP �(E) PANELB'LAR' � (E)(1)1-112' (E) MAIN ELECTRICAL ROOM _ / (E) GENERATOR I ZE 711Ip���IIIu'�1I' 1 (E) BOILER ROOM - 1-13 VIA �(E) PANEL'XAV (E) DETECTION I \ (E)MMUNIFOR COMMUNICATIONS Liz I DETECTION PANEL I � � ,J \ o UMC--- ---\� i` (E)(1)1'FOR EMS (E)(1)1-1/2' FOR FIRE ALARM \ LA1-13 VI ( \�� (E)GRAPHIC LAR-24 1 Eib FACP (E) FACP IN �j = N MAP IN MAIN 3 E ] CUSTODIAL OFFICE I ` V\\\ \ CUSTODIAL 7 OFFICE o E10 I \\\ \ L]FG I \ \ uuul]UU LAR-20 I \ \\ \ e LAD-14VIA o ❑-20 II \�\\ \\ LARABA4 E' Iq \\vA A �EL10 4 F ww W 20 (E) FAAP IN 3 ( D MAIN ADMIN ( G 1 ) I ❑ FG I II E15 NAM AO I PG ) p 11 _AR-20 E18 �E1 I 10 E 0 10 FG E1 — < PG E17 ( \ \ LAR-0 ppp \ \ o E16 \ \ E1 I \ \ I o 0 0 \ \ I I m \ \ (E)PO L 90TT \ \ I \ (E) PORT LE 08 I � I I a 1 I I DD�DDDIJ IJ e L ® II ® [LB -14 ILL B _14 (E) HGA�r _ GII(E)PO:RA Hli HH — - W - — — W - — W L J ) PORTABLE 908 / HH HH G i L 0 / An LB1.12 VIA ANNABR-10 r ELEC 233 (2N0 FLOOR)(E) (4 2' - P W R 'A e LB1-13 VIA J k 000 UX tT LBR-12.16 o PANELS 'LB1'&'LBR' Ell T2A-13 _ — HH I E10 LBR-161 (E) PORTABLE 904 11 — i (E)PORTAB(TYP OF i6)LBR 16 -4 00000000 FG yB —MMA EI / LBR- 2 LBR-12 LBR-12 - (Q PORTABLE 902 f (E)PORTABLE 901 I I I /- �/] / LB -,o BR- � L R-1 L R-1 ( � e 8 e E E e - ) a { KS RE TSE ------ ELECTRICAL SITE PLAN - NORTH - PHASE THREE SCALE: 1"= W'-0" 0 15 30 45 60 - 81 9 SHEET NOTES 1 REFER TO CIVIL, LANDSCAPE AND SURVEY DRAWINGS FOR ADDITIONAL INFORMATION. 2. REFER TO SHEET P3-E1.0 FOR ADDITIONAL INFORMATION. 3. SHEET PROVIDE FOR OVERALL REFERENCE. SCOPE OF WORK PERTAINS TO EQUIPMENT AND SCOPE DESCRIBED WITH FLAG NOTE IN THE MAIN ELECTRICAL ROOM ONLY. FLAG NOTES 0 PROVIDE ADDITIONAL POWER METER AND NETWORK DATA CONNECTION TO MC ROOM FOR METERING OF PANEL'FHA1' FEEDER IN EXISTING MAIN ELECTRICAL ROOM. SEE ONE -LINE DIAGRAM AND METERING SCHEDULE ON SHEET P3-E9.1 FOR ADDITIONAL INFORMATION. INSTALL METER ADJACENT EXISTING METERS LOCATED IN THE EXISTING BOILER ROOM PROVIDE CONDUIT AND CABLING, CUTTING, PATCHING AND RESTORATION OF EXISTING WALL TO ACCOMMODATE EXTENSION OF CT'S AND PT'S FROM MAIN ELECTRICAL ROOM TO BOILER ROOM LOCATION. PROVIDE LOW -VOLTAGE RACEWAY AND CABLING FROM BOILER ROOM TO MC ROOM. PROVIDE INTEGRATION WITH EXISTING BUILDING DDC SYSTEM VIA EXISTING POWER METERING PROTOCOM DEVICE. SEE POWER MONITORING DETAIL 7 ON SHEET P3-E7.0 FOR ADDITIONAL INFORMATION. CONTACT, RYAN HEADLEY WITH SOUND ENERGY FOR ADDITIONAL INFORMATION ON THE EXISTING DDC SYSTEM. R.HEADLEY@SOUNDENERGYSYSTEMS.COM, 253-310-2686. INTERCEPT EXISTING RACEWAY PRIOR TO RACEWAY ENTERING RELAY PANEL'LAR'. PROVIDE CONDUIT TO ROUTE TO PANEL XA1 AND Y1ATO SERVE NEW LOADS AS INDICATED PROVIDE UPDATE TO GRAPHIC MAP WITH NEW MAP ENTITY TO DISPLAY THE SPORTS FIELD AREA FIELD HOUSE. PROVIDE PROGRAMMING OF SYSTEM TO ACCOMMODATE NEW SPORTS FIELD AREA FIELD HOUSE PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER: DATE: 06/16/2023 H A R G I S =1 third aVOlue, sufteM sarttle,wa U101 166MM13976 • 106AIt4160 • Imridii REV. I R)f. DATE REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICr No. 408 1 BLRB architects TAC•MA limI III Drawing Titan ELECTRICAL SITE PLAN - SOUTH-PHASE3 Date 04/05/2023 Drawn By JPH Revised Pmjed No 1634.001 Stamp Sneer No 231m P3-E1.1 of BLRB ARCHITECTS, P $ J ' A -T -_- -_-- -_--T - L F L E F r a J 2 x STREET SE E3 E3 1 1 e3e i e � Ie4e eon ex151 ° l e,e 2e o11e 3151 r is a NW PARKING - PH3 1 x 1 axe le le,e 711 x.n, 1 axe le 2e4e xt e 2e 2e 315E rt EaI 1 51 61 a xis ].]. 1 e,e 81 on 316 i:ae 1 e 91 01 21 41 a j.l 37P1151 .e e t� 55Y�n x. .41.a. x.4 4...4. e. e.e. I on 3 at Alt . nx n 21 51 x, t.4. z. eeeeeee eeeeeeee p nxn 5n, x.4.4191i1 ` i191i19 LINE DELINEATES PHASE 41711 , ,,,,, 5,,,,I 21 41 71 s] 311 ,,,,, SCOPE AREA. 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REFER TO PREVIOUS PHASE OF CONSTRUCTION FAC SUBMITTAL #FAC17-0015 FOR SIGHT LIGHTING PHOTOMETRICS FOR REMINADER OF THE SCHOOL'S SITE LIGHTING. NON -SPORTS FIELD PHOTOMETRIC CALCULATION SUMMARY CALCULATION AREA AVERAGE(FC) MAXIMUM(FC) MINIMUM(FC) AVERAGE/MINIMUM MAX/MINIMUM NW PARKING-PH3 2.17 5.7 0.90 3.23 - NE PARKING-PH3 2.05 47 090 228 - NW WALKWAY-PH3 2.16 3.7 0.90 2.40 - NE WALKWAY-PH3 2.50 3.8 0.90 2.78 - PLAZA-PH3 4.36 76 0.90 4.03 - MIDDLE OF ROAD LIGHT TRESSPASS 0.00 0.2 0.00 N/A - 17TH ST CROSSWALK 2.42 3.1 1.1 2.04 2.82 SPORTS FIELD PHOTOMETRIC CALCULATION SUMMARY "Mama calculation Ave MM alumteMae Mint MWlin Area Lights Blanket Gnd Horizontal 177 0 10 0.00 Foolbaa Horizontal Illuminance 31.3 21 39 1.87 1A9 Property Spill Hodzontel 0.04 0 0.30 0.00 Property Spill Mao CeMela(by Fhdurs) 2032 0 6409 0.00 Property Spill Max Vertical Illuminance Metric 0.08 0 0.34 0.00 Soccer Horizontal Illuminance 31.7 24 39 1.84 1.32 Track Horizontal Illuminance 11.8 1 29 33M 11.83 � s 00 � SPORTS FIELD y\\ PROPERTY SPILL o0 L �T MID -POINT OF STREET' _ � I I I c 5 .00 no FpOTBALL &ISOCCER a 5 I /10 7TSIT - CROSSWAL oo i - --------------------------- ----------------------------TO +7 1 +20 +20 +21 +19 �16 �16 +9 +20 +21 +20 z 12 " . 90 SPORTS FIELD LIGHTING POLE (TYPE OF 4) �- Du � D.0 � Do I o ao x n 0n 0n 0n 0n 0n on on on on on on on on on on on on on on or or or or or or or on. on. on. on. on. on. on. on 01 0n 0n 0n on on on on on on on on on on pn on on on on on or or or or or or or onononon. or 01.01.01 01 0n 0n 0n 0n 0n on on on on an an an aD.oD.oD.oD.oD.oD.oD.oD.GD.GD.GD.GD.GD.GD.an.On.On.On.On.On.On.On.on.on.on.on.00�0D.. n an an an a 0.00 0 01 .02< 2.01 .02 .01 pDo QQ ELECTRICAL PHOTOMETRIC SITE PLAN - NORTH -PHASE THREE SCALE: V = 30'-0" K STREET SE 0 15 30 45 60 - PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:lae W4�4 DATE: 06/16/2023 H A R G I S =1 third aveeua, sufaeM mattle,wa U101 106M63378 • M.MALI • Nandi REV. REV. DATE I REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS AUBURN SCHOOL DISTRICT No. 408 BLRB architects TACOMA Drawing Tina ELECTRICAL PHOTOMETRIC - NORTH - PHASE 3 Date04/25/2023 Drawn By JPH Revised' Project No 1634.001 Stamp Sheet No P3- E1.0L h1iy o1 BLRB ARCHITECTS, P $ J A B C D E F G H J K 1 1 2 1 3 1 4 1 5 1 6 7 1 8 1 9 1 FEEDER SCHEDULE COPPER CONDUCTORS ALUMINUM CONDUCTORS TAG QUANTITY OF SETS RACEWAY SIZE CONDUCTORS QUANTITY OF SETS RACEWAY SIZE CONDUCTORS PHASE NEUTRAL GND NOTE 3 PHASE NEUTRAL GND NOTE 3 3014 1 3W 3#10 1#10 1#10#8 50 1 1" 3#6 1#10 50N 1 V 3#6 1#6 1#10(#8) - - - - - 70N 1 1-1/4" 3#4 1#4 1#8(#B) 10ON 1 1-1/2" 3#1 1#1 1#8#6) 1 2' 3#1/0 1#1/0 1#6(#6) 125 1 2' 3#1/0 1#6 1 2-1/2" 3#2/0 1#4 125N 1 2' 3#1/0 1#1/0 1#6#6 1 2-1/2" 3#2/0 1#2/0 1#4#4 A125N 1 2' 3#2/0 1#2/0 1#4#4 1 2-1/2" 3#4/0 1#410 1#2#2 150 1 2" 3#1/0 m 1#6 1 2-112" 3#310 m 1#4 15ON 1 2" 3#1/0 UH/0 1#6#6 1 2-112" 3#3/0 1#3/0 1#4#4 200 1 2.112" 3#3/0 1#6 1 2-1/2" 3#250kmil 1#4 20ON 1 2-1/2" 3#310 1#3/0 1#6(#4) 1 3" 3#250kcmil 1#250kcmil 1#4(#2) 225N 1 2-112" 3#4/0 1#4/0 1#4(#2) 1 T 3#300kmil 1#300kcmil 1#2(#1/0) 250 1 2-112" 3#250kcmll 1#4 1 T 3#350kamll 1#2 250N 1 3' 3#250kcmll 1#250kcmll 1#4#2 1 3" 3#350kamll 1#350kcmil 1#2#1/0 30ON 1 3' 3#350kcmll 1#350kcmll 1#4#2 1 4' 3#500kamll 1#500kcmll 1#2#1/0 35ON 1 3-112" 3#500kcmll 1#500kcmll 1#2#1/0 2 2-1/2" 3#4/0 1#4/0 1#1#3/0 40ON 2 2-112" 3#310 1#310 1#2 #1/0 2 3" 3#250kamil 1#250kcmil 1#1 #3/0 500 2 3" 3#250kcmil 1#2 2 3" 3#350kmil 1#1/0 50ON 2 3" 3#250kcmil 1#250kcmil 1#2(#210) 2 3" 3#350kcmil 1#350komil 1#1/0(#3/0) 60ON 2 3' 3#350kcmll 1#350kcmll 1#1(#210) 800 3 3' 3#300kcmll 1#1/0 3 4' 3#400kamll 1#3/0 120ON 4 3' 3#350kcmll 1#350kcmll 1#3/0#3/0 4 4' 3#500kamll 1#500kcmil 1#250kcmll 140ON 5 4" 3#300kcmIl 1#300kcmll 1#3/0 #4/0 6 4' 3#350kcmll 1#350kcmil 1#350kcmll 250ON 7 4' 3#SOOkcmll 1#SOOkcmll 9 4" 3#500kcmll 1#500kcmll NOTES: 1. 2. 3 COPPER FEEDERS ARE BASED ON COPPER CONDUCTORS WITH THWN/THHN INSULATION. CONDUCTOR DERATING IS BASED ON THWN/THHN CONDUCTORS WITH 90 DEGREES C RATING ALUMINUM FEEDERS ARE BASED ON COMPACT ALUMINUM CONDUCTORS WITH THWN/THHN INSULATION. CONDUCTOR DERATING IS BASED ON THWN/THHN CONDUCTORS WITH 90 DEGREES C RATING. GROUND CONDUCTOR (BONDING JUMPER) SIZE SHALL BE INCREASED FOR FEEDERS FROM THE SOURCE OF A SEPERATELY DERIVED SYSTEM TO THE FIRST DISCONNECTING MEANS PER NEC 250 30(A). SIZE AS INDICATED IN PARENTHESES. POWER MONITORING SCHEDULE LOAD METERED METER# METER LOCATION CATEGORY MODIFIER BREAKER LOCATION (E) MAIN SWITCHBOARD'MSBD' (E) M1 BOILER ROOM 112 OVERALL BUILDING LOAD — PANEL'Y1A' (E) DISTRIBUTION BOARD'DBi' (E) M2 BOILER ROOM 112 PLUG/MISCELLANEOUS LOADS — 'MSBD' (E) PANEL'LA1 (E) M3 BOILER ROOM 112 LIGHTING LOADS — 'MSBD' (E) PANEL'LB1 (E) M4 BOILER ROOM 112 LIGHTING LOADS — 'MSBD' (E) PANEL'MAV (E) M5 BOILER ROOM 112 HVAC/MECHANICAL LOADS — 'MSBD' (E) PANEL'MBi' (E) M6 BOILER ROOM 112 HVAC/MECHANICAL LOADS — 'MSBD' (E) PANEL'MC1' (E) M7 BOILER ROOM 112 HVAC/MECHANICAL LOADS — 'MSBD' (E) PANEL'MD1' (E) M8 BOILER ROOM 112 HVAC/MECHANICAL LOADS — 'MSBD' (E) CH-1 (E) M9 BOILER ROOM 112 HVAC/MECHANICAL LOADS — 'MSBD' (E) DISTRIBUTION BOARD'DB2' (E) M10 BOILER ROOM 112 PLUG/MISCELLANEOUS LOADS — 'MSBD' (E) PANEL'XA1' (E) M11 MAIN ELECTRICAL ROOM 109 LIGHTING LOADS — PANEL'XAi' (E) PANEL'YAi' (E) M12 MAIN ELECTRICAL ROOM 109 PLUG/MISCELLANEOUS LOADS — PANEL 'YAi' (E) PANEL'K1A' (E) M13 MAIN ELECTRICAL ROOM 109 PROCESS LOADS — 'DBi' (E) PANEL'DB-PORT (E) M14 MAIN ELECTRICAL ROOM 109 PLUG/MISCELLANEOUS LOADS — 'DBi' PANEL THAV M15 BOILER ROOM 112 MISCELLANEOUS LOADS (E)'MSBD' LIGHT FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL SERIES LIGHT COLOR DELIVERED INPUT FINISH REMARKS CO -LISTED FIXTURE SOURCE TEMP LUMENS WATTS 3" PROFILE X 15"X 30" WITH ARM MOUNT SINGLE HEAD SITE FIXTURE, DIECAST ALUMINUM HOUSING, DIRECT MOUNT ARM, IP66 RATED, ANSI C136.31 VIBRATION El RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAME FINISH AS FIXTURE -TYPE IV DISTRIBUTION. PROVIDE 6" COOPER LIGHTING GLEON GALLEON SERIES LED 4000K 9,468 66 BRONZE 1,2,3 LITHONIA DSX1 LED SERIES DIAMETER STRAIGHT ROUND STEEL POLE WITH METAL BOLT COVER SHROUD. PROVIDE TAMPER PROOF FASTNERS. LITHONIA RSS SERIES POLE E2 9"Xi 8"X12' EXTERIOR WALL -MOUNTED QUARTER SPHERE LED FIXTURE IP65 RATED TYPE III DISTRIBUTION AND 350 mA DRIVER CURRENT EATON LIGHTING MCGRAW-EDISON LIGHTING SQUARE LED 4000K 2,778 28 BRONZE LITHONIA WSR LED SERIES QUARTER SPHERE LED SERIES 3" PROFILE X 15"X 3V WITH ARM MOUNT SINGLE HEAD SITE FIXTURE, DIECAST ALUMINUM HOUSING, DIRECT MOUNT ARM, IP66 RATED, ANSI C136.31 VIBRATION E4 RATED, 40 DEGREE AMBIENT TEMP RATED, 50-100% OCCUPANCY SENSOR INTEGRAL TO HEAD WITH SAME FINISH AS FIXTURE AND HOUSESIDE SHIELDS -TYPE II COOPER LIGHTING GLEON GALLEON SERIES LED 4000K 7.267 60 BRONZE 1,2,3 LITHONIA DSX1 LED SERIES DISTRIBUTION. PROVIDE TALL 6' DIAMETER STRAIGHT ROUND STEEL POLE WITH METAL BOLT COVER SHROUD. PROVIDE TAMPER PROOF FASTNERS. LITHONIA RSS SERIES POLE 20' DIAMETER POLE TOP MOUNT DIE CAST ALUMINUM BODY TENNON MOUNT 2-POST SUPPORT, LED SOURCE IN TOP OF FIXTURE, CAL-2-L TOP NO FINIAL- TYPE V E10 DISTRIBUTION WITH 50-100h OCCUPANCY SENSOR INTEGRAL TO HEAD WITH BLACK SENSOR HOUSING. 12' TALL 4' STRAIGHT ROUND STEEL POLE. PROVIDE TAMPEF VISIONAIRE LIGHTING CALIFORNIA ARIA SIZE 2 LED SERIES LED 4000K 7,278 97 BRONZE - PROOFFASTNERS. STADIUM TLC-LED400 LIGHTING TLC-LED-575 400- TYPES LED STADIUM SPORTS FIELD LIGHTING FIXTURES MOUNTED ON 70' POLES MUSCO LIGHTING TLC-LED-1200 LED 5700K 52,000- 160.000 1430 SILVER - FLi-FL4 TLC-LED-1500 Fi/X VX4' RECESSED ARCHITECTURAL LENSED FLANGE -MOUNTED TROFFER LED FIXTURE WITH DOOR FRAME, FROSTED GLAZED LENS 0.080 EA70N LIGHTING METALUX GR14 LED SERIES LED 40001< 2,803 25 WHITE 5 LITHONIA GTL SEREIES Si 2" X 4' INDUSTRIAL LED FLAT DIFFUSED LENSED STRIP FIXTURE WITH HSQUARE/FLAT FULL FROST LENS EATON LIGHTING SNLED LENSED SERIES LED 4000K 908 UM/FT 25 WHITE LITHONIA CBS SERIES SL1 15"X26'X7" LED COBRA HEAD STREET LUMINAIRE, TYPE II DISTRIBUTION Bi-UO-Gi BUG RATING, 350MA DRIVER, 70CRI, TOOL -LESS ENTRY, NEMA 7-PIN LED LEOTEK LIGHTING GREENCOBRA GCM3-60J LED SERIES LED 4000K 18,387 123 STANDARD 4 AEL AUTOBAHN SERIES ATSO COMPATIBLE PHOTOCELL RECEPTACLE, TIME DELAY FUSE PART # GCM3E0J-MV40K-2R-GY-185-PCR7-WL REMARKS 1. PROVIDE DOUBLE, TRIPLE OR QUADRUPLE HEAD POLE FOR FIXTURES AS INDICATED ON SITE PLAN PROVIDED FACTORY OVIE ON ADSAD BIRD IXPOLE TOPS SEE SITE PLAN FOR ADDITIONAL INFORMATION. 3. OVERALL FIXTURE HEIGHT SHALL NOT EXCEED 24' TO TOP OF FIXTURE PER CITY OF AUBURN MUNICIPAL CODE. PROVIDE POLE LENGTH($) REQUIRED TO MAINTAIN 24' TO TOP OF FIXTURE ABOVE FINISHED GRADE FOR FIXTURES INDICATED. SEE SITE PLAN FOR ADDITIONAL INFORMATION, 4 CONFIRM FIXTURE SPECS ALIGN WITH CITY OF AUBURN STANDARDS 5. WHERE FIXTURE IS DENOTED AS X TYPE, PROVIDE INTEGRAL BATTERY VAULT SCHEDULE VAULT TYPE MANUFACTURER VAULT MODEL COVER MODEL COVER RATING COVER LABEL RISERS VAULT DIMENSIONS NOTES X W X D) V7 OLDCASTLE 25-TA 25-TA MEDIUM DUTY H-20 OFF STREET NOTE3 5'-3"X2'4"X2'-5" 3 V2 OLDCASTLE 4"LA 44-332P MEDIUM DUTY'H-20 OFF STREET COMMUNICATIONS 4'-0"X4'-0"X4'-0' 1,2 V3 OLDCASTLE 444-LA 44-332P MEDIUM DUTY: H-20 OFF STREET ELECTRIC 4'-0"X4'-0"X4'-0' 1 V4 OLDCASTLE TYPE1 TYPE1 MEDIUM DUTY. H-20 OFF STREET PORTABLE 16" X 25" X 12" 1,4,5 V5 OLDCASTLE 774-LA 77-332P MEDIUM DUTY H-20 OFF STREET UTILITY 7'-0"X7'-WX4'-2" 3,6 V6 OLDCASTLE TYPE1 TYPE1 MEDIUM DUTY' H-20 OFF STREET ELECTRIC 16" X 25' X 12" 1 A V7 OLDCASTLE TYPE1 TYPE1 MEDIUM DUTY: H-20 OFF STREET COMMUNICATIONS 16"X 25'X IT 1A V8 OLDCASTLE 233-BL 23-2436P MEDIUM DUTY. H-20 OFF STREET ELECTRIC 29-1/2" X 18-3/4-X 12' 1,7 V9 OLDCASTLE TYPE 1 TYPE 1 MEDIUM DUTY H-20 OFF STREET LT 16" X 25" X 12' 8 GENERAL NOTES' SEE SPECIFICATION SECTION 260543 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. NOTES 1. PROVIDE VAULT COLLAR(S) TO ACCOMMODATE DEPTH OF RACEWAY ROUTING. SEE SPECIFICATION 2. SEE DETAIL INDICATED 3 COORDINATE AND PROVIDE UTILITY LABELING AS REQUIRED. 4. OPEN BOTTOM WITH COVER TETHERED TO HAND HOLE. 5. PROVIDE 6'X6"X6" WEATHERPROOF JUNCTION BOXES) WITHIN VAULT FOR PROPER SEPARATON OF SYSTEMS AND POWER 6 VERIFY REQUIREMENTS WITH UTILITY AND OBTAIN SERVICE DRAWINGS(S) PRIOR TO PROCUREMENT AND INSTALLATION. 7 PROVIDE COVER WITH PENTAGONAL TYPE BOLT OR APPROVED LOCKING TYPE COVER. 8. REFER TO CITY OF AUBURN DETAIL T-20 AND WSDOT STANDARD PLAN J40.10-04 FOR REQUIREMENTS MECHANICAL EQUIPMENT SCHEDULE EQUIP TAG VOLTAGE PHASE HP I KW I FLA I MCA MOCP MFS I SCCR BRANCH CIRCUIT DISCONNECT NOTES RACEWAY PHASE N G SIZE I FUSE DUCT HEATERS EDH-1 208 3 12 1" #6AWG #10AWG 60 45 1 EDH-2 208 3 6 3/4" #10 AWG #10 AWG 30 25 1 1 ELECTRIC WATER HEATERS EWH-1 1 208 1 - 6 1 28.8 1 - 35 - 1" #8 AWG - #10AWG - - - HEATEXCHANGER HEX-1 208 1 13.8 20 1 5,000 3/4" #12AWG #12AWG #12AWG 3 PUMPS DWCP-1 120 1 1 1/4 3/4" #12AWG #12AWG #12AWG 2 NOTES: 1. PROVIDE FUSED DISCONNECT AS INDICATED. 2. PROVIDE MOTOR RATED TOGGLE SWITCH WITH THERMAL OVERLOADS. 3. UNIT IS PROVIDE WITH INTEGRAL FACTORY DISCONNECT PROJECT REF: FAC22-0015 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING REQUIREMENTS. DEV REVIEW ENGINEER:laewa DATE: 06/16/2023 H A R G I S 1101 third avenue, auRe6W,saaWa,vva U101 106.a1t39]8 " IO6Mt4450 huloak REV. REV. DATE REV. DESCRIPTION DELTA DRAWING REVISIONS AS -BUILT DRAWINGS OLYMPIC MIDDLE SCHOOL ATHLETIC FIELDS �rMiaOk1 es lrWRnI SCTu eb AUBURN SCNOOL DLSTRICT No. 408 BLRB Drawlw Title: ELECTRICAL SCHEDULES-PHASE3 Date' 06/12/2023 Drawn By ]PH T5V Revised' Project No 1634.001 Stamp Sheat No P3-E9.1 taus e#� Or BLRB ARCHITECTS, P.$