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Home My WebLink AboutP_LHS_Drawing_Set_241220_v1.pdfV I C I N I T Y M A P PROJECT NORTH SITE: LINDBERGH HIGH SCHOOL S I T E M A P PROJECT NORTH SE 168TH ST SE 164TH ST 12 8 T H A V E S E 132ND PL SE S E 1 6 8 T H S T LINDBERGH HIGH SCHOOL SITE LIMITS C O D E A N A L Y S I S CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE FOLLOWING: UNIFORM CODES: 2021 INTERNATIONAL BUILDING CODE (IBC) WITH WA AMENDMENTS 2021 INTERNATIONAL FIRE CODE/NFPA (IFC) WITH WA AMENDMENTS 2021 INTERNATIONAL MECHANICAL CODE (IMC) WITH WA AMENDMENTS 2023 NATIONAL ELECTRICAL CODE OF WA (NEC) 2017 AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A117.1 STATE CODES: 2021 EDITION - WASHINGTON STATE ENERGY CODE EXISTING MAIN BUILDING OCCUPANCY (E), MAIN BUILDING AREA, BUILDING HEIGHT, AND EGRESS PATHS NOT ALTERED. NO ADDITIONAL TRAFFIC GENERATED. ZONING CODE: SETBACKS ZONE R6 FRONT 25' REAR 25' SIDE 15' COMBINED (NOT LESS THAN 5' PER EACH SIDE) INTERNATIONAL BUILDING CODE: NON-SPRINKLERED OCCUPANCY: U BUILDING TYPE: VB OCCUPANT LOAD: 4,365/300 = 15 TABLE 504.3 HEIGHT: 18' < ALLOWABLE (40') TABLE 504.4 STORIES ABOVE GRADE: 1 < ALLOWABLE (1) TABLE 506.2 FLOOR AREA: ENCLOSED FLOOR AREA 1,050 SF COVERED FLOOR AREA 3,315 SF TOTAL 4,365 SF < ALLOWABLE (5,500 SF) G E N E R A L P R O J E C T N O T E S 1. REFERENCE FIRST SHEET IN EACH DRAWING SERIES FOR ADDITIONAL APPLICABLE GENERAL NOTES. 2. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON THE DRAWINGS AND SPECIFICATIONS. 3. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. THE CONTRACTOR SHALL INVESTIGATE VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER/ARCHITECT OF CONDITIONS REQUIRING MODIFICATION BEFORE PROCEEDING WITH THE WORK. 4. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE WHICH ARE. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CAN NOT BE DETERMINED THE CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 5. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NIC) IS NOT IN CONTRACT. THE CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK, WHETHER DIRECTLY OR INDIRECTLY INVOLVED, WITH NIC WORK. 6. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH TRADE. 7. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE. DO NOT SCALE THE DRAWINGS. 8. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES/ CORRECTIONS. 9. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES. 10. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN AND GALVANIC ACTION. 11. ROOF OBSTRUCTIONS SUCH AS TELEVISION ANTENNA, OR GUY WIRES SHALL NOT BE INSTALLED IN A MANNER OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS. 12. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED IN A FINISHED CONDITION (PAINTED, SEALED, CLEANED, ETC). 13. DEMOLITION / CONSTRUCTION SHALL CONFORM TO CHAPTERS 14 IFC AND 33 IBC. P R O J E C T D A T A PROJECT DESCRIPTION THE WORK INCLUDES EXTERIOR IMPROVEMENTS TO THE EXISTING SOFTBALL AND BASEBALL FIELDS AT LINDBERGH HIGH SCHOOL INCLUDING TURF REPLACMENT, NEW BATTING CAGE AND STORAGE FACILITY, NEW FIELD LIGHTING, AND EXPANDING THE SIZE AND LOCATION OF DUGOUTS. POSSIBLE ADDITIONAL WORK INCLUDES PORTABLE SANITARY FACILITIES, ADDITIONAL HARDSCAPE, AN ADDITIONAL BATTING CAGE, AND NEW SCOREBOARDS/PUBLIC ADDRESS SYSTEM. PROJECT ADDRESS 16426 128TH AVE SE RENTON, WA 98058 KING COUNTY TAX PARCEL NUMBER 2823059004 LEGAL DESCRIPTION SE 1/4 OF NE 1/4 STR 28-23-05 LESS S 250 FT OF E 523 FT OF W 553 FT LESS CO RD PER RENTON DECLARATION OF LOT COMBINATION LUA 22-000106 REC #20240507000960 JURISDICTION REFERENCE CITY OF RENTON ZONING DESIGNATION R6: RESIDENTIAL 6 DU/ACRE LOT AREA 37.25 ACRES P R O J E C T T E A M OWNER RENTON SCHOOL DISTRICT #403 300 SW 7TH STREET RENTON, WA 98057 PHONE: 425.204.2300 ARCHITECT McGRANAHANPBK 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 PHONE: 253.383.3084 LANDSCAPE ARCHITECT DA HOGAN & ASSOCIATES 1450 114TH AVE SE, SUITE 225 BELLEVUE, WA 98004 PHONE: 206.275.0400 CIVIL ENGINEER JACOBSON CONSULTING ENGINEERS 255 S KING STREET, SUITE 800 SEATTLE, WA 98104 PHONE: 206.426.2600 STRUCTURAL ENGINEER PCS STRUCTURAL SOLUTIONS 1250 PACIFIC AVE, SUITE 701 TACOMA, WA 98402 PHONE: 253.383.2797 ELECTRICAL ENGINEER METRIX ENGINEERS 227 WILLIAMS AVE S RENTON, WA 98057 PHONE: 425.336.2822 A B B R E V I A T I O N S @ AT AB ANCHOR BOLT ACT ACOUSTICAL CEILING TILE ADJ ADJACENT AFF ABOVE FINISH FLOOR ALUM ALUMINUM ANOD ANODIZED ASSY ASSEMBLY ATTACH ATTACHMENT ALT ALTERNATE BD OR BRD BOARD BITM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BOTT BOTTOM BTWN BETWEEN CB CATCH BASIN CEM CEMENT CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNITS CO CLEAN OUT COL COLUMN CONC CONCRETE CORR CORRIDOR CORRUG CORRUGATED CL CENTERLINE CLR CLEAR CONN CONNECT CONT CONTINUOUS CSK COUNTERSINK CW CURTAINWALL DBL DOUBLE DEMO DEMOLISH DIA, Ø DIAMETER DN DOWN DR DOOR DS DOWNSPOUT DWG(S) DRAWING(S) (E) OR EXIST EXISTING EA EACH EJ EXPANSION JOINT ELECT ELECTRICAL ELEV OR EL ELEVATION EMER EMERGENCY EMBED EMBEDMENT ENL ENLARGED EPS EXPANDED POLYSTRENE EQ EQUAL EQUIP EQUIPMENT EXP EXPANSION EXT EXTERIOR EXTR EXTRUDED FF FACTORY FINISH FH FIRE HYDRANT FIN FINISH(ED) FLR FLOOR FOIC FURNISHED BY OWNER INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER INSTALLED BY OWNER FO FACE OF FRM FRAME FRMG FRAMING FT FOOT OR FEET GA GAUGE GALV GALVANIZED GL GLASS GLU-LAM GLUE LAMINATED GWB GYPSUM WALL BOARD GYP GYPSUM HGT HEIGHT HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HSS HOLLOW STRUCTURAL SHAPE ID INSIDE DIAMETER IE INVERT ELEVATION INCL INCLUDE OR INCLUDING INT INTERIOR INSUL INSULATION JT JOINT JST JOIST L ANGLE LAM LAMINATE LB OR # POUND LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LOC LOCATION MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT INCL WASHER / NUT MECH MECHANICAL M/E/P OR MEP MECHANICAL, ELECTRICAL, AND PLUMBING MFR MANUFACTURER MIN MINIMUM MTL METAL NIC NOT IN CONTRACT NO NUMBER NR NOT RATED NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER OF OVERFLOW OPER OPERABLE OPP OPPOSITE HANDE OVHD OVERHEAD OVHG OVERHANG PENE PENETRATION PERF PERFORATED PI POST INDICATOR PL PLATE PNL PANEL PNT PAINT PR PAIR PROT PROTECTION PSI POUNDS PER SQUARE INCH PT PRESSURE OR PRESERVATIVE TREATED PVC POLYVINYL CHLORIDE PW OR PLYWD PLYWOOD RAD RADIUS RD ROOF DRAIN RE REFER TO REQD REQUIRED RWL RAIN WATER LEADER SAM SELF ADHERED MEMBRANE SCHED SCHEDULE SCL STRUCTURAL COMPOSITE LUMBER SF STOREFRONT SHEATH SHEATHING SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SQIN SQUARE INCHES S/S OR SS STAINLESS STEEL STD STANDARD T & G TOUNGE AND GROOVE TERM TERMINATION TO TOP OF TRTD TREATED TYP TYPICAL TS TUBE STEEL UL UNDERWRITERS LABORATORY UNO UNLESS NOTED OTHERWISE U/S UNDERSIDE VIF VERIFY IN FIELD VERT VERTICAL W/ WITH WF WIDE FLANGE WDO WINDOW WD WOOD WR WATER RESISTANT ORIGINAL SHEET IS 22" x 34" c o p y r i g h t 2 0 2 4 a l l r i g h t s r e s e r v e d s h e e t_ c h e c k e d_ d r a w n_ Project No. l o c a t i o n_ c l i e n t_ p r o j e c t_ i s s u e d_ 12 / 2 3 / 2 0 2 4 1 2 : 2 8 : 5 6 P M G0.00 COVERSHEET Checker Author 2407.000 LINDBERGH HS FIELD UPGRADES RENTON SCHOOL DISTRICT RENTON, WASHINGTON SITE PLAN REVIEW 20 DEC 2025 R E N T O N S C H O O L D I S T R I C T R e n t o n , W a s h i n g t o n D E C E M B E R 2 0 , 2 0 2 4 L I N D B E R G H H I G H S C H O O L F I E L D I M P R O V E M E N T S S I T E P L A N R E V I E W S E T NOT FOR CONSTRUCTION GENERAL G0.00 COVERSHEET ARCHITECTURAL A2.01 OVERALL FIRST FLOOR PLAN A5.01 OVERALL EXTERIOR ELEVATIONS S H E E T I N D EX . r e v i s i o n_ CIVIL C1.0 DRAINAGE CONTROL PLAN C2.0 CONCEPTUAL GRADING PLAN LANDSCAPE F001 LAND USE SITE PLAN 205' 20 5 ' 300 ' 350' 9.71' 85.69' 260.28' 37.41' 173.88' 64.80' 322.30' 101.29' 17 5 . 3 2 ' 16 6 . 2 3 ' 381.86' CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 D.A. Hogan & Associates, inc. 1450 114th Ave. SE, Suite 225 Bellevue, WA 98004 206-285-0400 LINDBERGH HIGH SCHOOL LAND USE SITE PLAN FIELD AND BUILDING UPGRADES A4 PROPERTY LINE SETBACK LINE LIMIT OF WORK LEGEND SITE DATA LEGAL DESCRIPTION A1 A2 B1 B2 C1 C2 A3 A4 B3 B4 FIELD LIGHT POLE (70'-80' HT.) LINDBERGH HIGH SCHOOL GYMNASIUM POOL LIGHTED TRACK & FIELD TENNIS COURTS 202 + 5 36 + 6 8 39 + 2 40 + 2 95,714 SF EXISTING UNDER DRAINED NATURAL GRASS PROPOSED CONVERSION TO SYNTHETIC TURF SURFACING 42,025 SF EXISTING UNDER DRAINED NATURAL GRASS PROPOSED CONVERSION TO SYNTHETIC TURF SURFACING TAX PARCEL NO. 282305-9004 ADDRESS: 16426 128TH AVE SE SE 1/4 OF NE 1/4 STR 28-23-05 LESS S 250 FT OF E 523 FT OF W 553 FT LESS CO RD PER RENTON DECLARATION OF LOT COMBINATION LUA 22-000106 REC #20240507000960 DEVELOPMENT CODE - R6 ZONE RMC - 4-2-110 LEGEND: A SOFTBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT. B BASEBALL FIELD; NEW SYNTHETIC TURF SURFACING OVER EXISTING PLAYING SURFACES OVERALL FOOTPRINT. C SOFTBALL + BASEBALL BATTING CAGES. (2) 18' x 80' CAGES, SYNTHETIC TURF AND INTERIOR NETTING. INCLUDES 20' x 40' ENCLOSED STORAGE BUILDING, WITH EXTENDED ROOF TO COVER BATTING AREA. D MUSCO FIELD LIGHTING; 50fc INFIELD, 30fc OUTFIELD, LED. POLES 70' - 80' HEIGHT. E NEW BASEBALL / SOFTBALL DUGOUTS;EXPANDED TO 8' DEPTH x40' LENGTH, 30' OF PLAYER BENCHES. PARTIAL WIND SCREEN WRAP. F PORTABLE SANITARY FACILITIES; 2 EACH ACCESSIBLE UNITS ON A CONCRETE SERVICE PAD. G ADDITIONAL HARDSCAPE (CONCRETE), ACCOMMODATES THE FOLLOWING: IMPROVED ACCESS TO LOCKER/STORAGE AREA IN EXISTING SCHOOL, SEATING, ETC. H SCOREBOARDS; ONE AT EACH FIELD 8' x 24'. 20' OVERALL HEIGHT. I PUBLIC ADDRESS SYSTEM, INCLUDES POWER ACCESS / 110v - 30amp FOR PORTABLE EQUIPMENT AND PERMANENT WEATHERPROOF SPEAKER SYSTEM. 36 + 6 PARKING (STD. + ADA) (325 + 15 TOTAL) A B C D E E E E F F G H H NORTH 0 SCALE: 1" = 160' 80' 80' I I NEW / REPLACED HARD SURFACE (151,517 sf) C G G LOT COVERAGE TOTAL SITE AREA: 1,622,480 SF EXISTING SITE IMPERIVIOUS AREA: 921,229 SF EXISTING IMPERVIOUS COVERAGE: 56.8% PROPOSED SITE IMPERVIOUS AREA: 930,485 SF PROPOSED IMPERVIOUS COVERAGE: 57.3% BUILDING AREA: 214,843 SF BUILDING COVERAGE: 13.2% EXISTING PAVEMENT AREA: 423,171 SF NEW PAVEMENT AREA: 4,606 SF TOTAL PAVEMENT AREA: 427,777 SF PARKING ANALYSIS: N/A BUILDING ANALYSIS: N/A - PROPOSED BUILDINGS ARE NOT OCCUPIABLE ON-SITE WETLAND AREA: 0 SF 12 8 T H A V E N U E S E SE 166TH STREET SE 167TH STREET REMOVE EX FIELD UNDERDRAIN CONNECTION SD S D S D S D S D S D SD S D SDSDSDSD ROOF DOWNSPOUT CONNECTIONS FOR BATTING CAGES RE-ROUTE OR CONNECT TO SOFTBALL UNDERDRAIN SYSTEM ROOF DOWNSPOUT CONNECTIONS FOR BATTING CAGES CONNECT TO DETENTION SYSTEM FLOW CONTROL STRUCTURE CONNECT TO EX CB TYPE 1 CB (TYP) TYPE 2 CB (TYP) CONNECT COLLECTOR LINE TO STORMTECH NYLOPLAST BASIN W/ TURF COVER (TYP OF 4) 62 LF 6" SD 126 LF 6" SD 60 LF 8" SD 86 LF 8" SD 42 LF 6" SD 176 LF 8" SD 18 LF 12" SD 70 LF 12" SD REMOVE EX UNDERDRAINS AND REPLACE (TYP) AS NEEDED TO INSTALL DETENTION SYSTEM NEW FIELD LIGHTING (TYP)IMPROVED DUGOUT AND PAVING NEW PAVING FOR PORTABLE TOILETS IMPROVED DUGOUT AND PAVING UPGRADED SOFTBALL FIELD SURFACE FROM NATURAL GRASS TO SYNTHETIC BATTING CAGES NEW PEDESTRIAN SIDEWALK AND STAIRS TO PROVIDE CONNECTIVITY TO EX LOCKER ROOMS IMPROVED DUGOUT AND PAVING BATTING CAGES UPGRADED BASEBALL FIELD SURFACE FROM NATURAL GRASS TO SYNTHETIC EXISTING WATER MAIN IN EASEMENT NEW PAVING FOR PORTABLE TOILETS STORMTECH MC-7200 CHAMBER DETENTION SYSTEM 308 TOTAL CHAMBERS 86,636 CF LIVE STORAGE APPROXIMATE SIZE, SUBJECT TO CHANGE CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 43667 NSTATE O F WASH I N G T O N R EGI S T E R E D P R O F E S SIONAL E N G I N EER O S B O CAJA.DLARE J LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 SCALE 1"=40' 20 40 800 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R LEGEND MH/NYOPLAST CB/CB 1/DS PROPERTY LINE SYNTHETIC TURF FIELD CONCRETE PAVEMENT ROOF CANOPY STORMTECH CHAMBER DETENTION DEMO SUBDRAINAGE STORM DRAINAGE PIPE SD CONCRETE RETAINING WALL LINDBERGH HIGH SCHOOL FIELD UPGRADES DRAINAGE CONTROL PLAN 1"=40' 12 8 T H A V E N U E S E SE 166TH STREET SE 167TH STREET SD S D S D S D S D S D SD S D SDSDSDSD RETAINING WALL HEIGHT VARIES (1' TO 11') FFE=405.0 +/- FG 405.3 +/- FIELD GRADING TO REMAIN SIMILAR TO EXISTING CONDITION FG 403.25 +/- FIELD GRADING TO REMAIN SIMILAR TO EXISTING CONDITION FG 430.5 +/- FFE=428.5 +/- INSTALL NEW PEDESTRIAN SIDEWALK AND STAIRS TO PROVIDE CONNECTIVITY TO EX LOCKER ROOMS. RE-GRADE AREA AND ADD SMALL STAIR CHEEK WALLS AS NECESSARY. NEW PAVING FOR PORTABLE TOILETS. NEW RETAINING WALLS AS NECESSARY CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS TE D - 4 0 - 4 2 8 0 LU A 2 3 - 0 0 0 1 2 7 PR 2 3 - 0 0 0 0 6 8 C2 3 0 0 4 8 7 3 SCALE 1"=40' 20 40 800 g. 8-1-1 Call before you D or 1-800-424-5555 UNDERGROUND SERVICE (USA) R LEGEND PROPERTY LINE SYNTHETIC TURF FIELD CONCRETE PAVEMENT ROOF CANOPY MH/NYOPLAST CB/CB 1/DS STORM DRAINAGE PIPE SD CONCRETE RETAINING WALL STORMTECH CHAMBER DETENTION LINDBERGH HIGH SCHOOL FIELD UPGRADES CONCEPTUAL GRADING PLAN 1"=40' 4778 NS7A7E O ) :AS+I N G 7ON R EGI S 7E R E D 3R O )E SSIONA /E N G I N EER O S % O CA-A.D/AR E- OVERALL FLOOR PLAN GENERAL NOTES: 1. THESE GENERAL NOTES APPLY TO ALL OVERALL FLOOR PLAN DRAWINGS. 2. LEVEL XXX FLOOR ELEVATION DATUM 0'-0" = (XXX)'-0" PER CIVIL 3. FURNITURE SHOWN FOR REFERENCE ONLY. 4. FIRE -RATED SEPARATIONS / RATINGS NOT SHOWN FOR CLARITY - SEE EGRESS DIAGRAMS 5. ABBREVIATION KEY: LIST ANY SPECIAL ACRONYMS USED BY CLIENT TO NAME ROOMS E E DBA A C 55 44 33 22 11 A5.01 3________ A5.01 1________ A5.01 4________ A5.01 2________ 41' - 4" 20' - 8" 20' - 8" 10 8 ' - 0 " 27 ' - 0 " 2 7 ' - 0 " 2 7 ' - 0 " 2 7 ' - 0 " STORAGE BATTING CAGE AREA BATTING CAGE AREA 4'-0 X 7'-0" GATE, TYP OVHD DOORS CHAINLINK FENCE W/ NETTING E E DBA A C 55 44 33 22 11 1" / 1'-0"1" / 1'-0" DS DS DS DS DS DS PROJECT NORTH 1/8" = 1'-0" OVERALL FIRST FLOOR PLAN ORIGINAL SHEET IS 22" x 34" c o p y r i g h t 2 0 2 4 a l l r i g h t s r e s e r v e d s h e e t_ c h e c k e d_ d r a w n_ Project No. l o c a t i o n_ c l i e n t_ p r o j e c t_ i s s u e d_ 12 / 2 3 / 2 0 2 4 1 2 : 5 1 : 2 1 P M A2.01 OVERALL FIRST FLOOR PLAN - - 2407.000 LINDBERGH HS FIELD UPGRADES RENTON SCHOOL DISTRICT RENTON, WASHINGTON SITE PLAN REVIEW 20 DEC 2025 NOT FOR CONSTRUCTION Scale: 1/8" = 1'-0"2OVERALL ROOF PLAN . r e v i s i o n_ E D B AC 54321 EDBAC 5 4 3 2 1 FINISH LEGEND: MTL WALL PANEL, COLOR TO MATCH EXISTING BUILDING METAL ROOFING PANEL, COLOR TO MATCH EXISTING BUILDING BRICK VENEER, COLOR TO MATCH EXISTING BUILDING PAINTED STEEL, COLOR TO MATCH EXISTING BUILDING BLACK CHAIN LINK FENCE BLACK NETTING ORIGINAL SHEET IS 22" x 34" c o p y r i g h t 2 0 2 4 a l l r i g h t s r e s e r v e d s h e e t_ c h e c k e d_ d r a w n_ Project No. l o c a t i o n_ c l i e n t_ p r o j e c t_ i s s u e d_ 12 / 2 3 / 2 0 2 4 1 2 : 5 1 : 2 1 P M A5.01 OVERALL EXTERIOR ELEVATIONS - - 2407.000 LINDBERGH HS FIELD UPGRADES RENTON SCHOOL DISTRICT RENTON, WASHINGTON SITE PLAN REVIEW 20 DEC 2025 Scale: 1/8" = 1'-0"4BATTING CAGE - NORTH Scale: 1/8" = 1'-0"2BATTING CAGE - SOUTH Scale: 1/8" = 1'-0"3BATTING CAGE - EAST Scale: 1/8" = 1'-0"1BATTING CAGE - WEST NOT FOR CONSTRUCTION . r e v i s i o n_