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HomeMy WebLinkAboutPlan, Final APPLICANT 2/6/2015U C V cu we c.� Q V 3 .c 0 r� L. .a Ln 0 O v THURSTON HIGH SCHOOL ATHLETICS FIELDS SITE PLAN - SITE PLAN MINOR MODIFICATION ill � 100, DISCRETIONARY USE PERMIT FOR SPORTS COMPLEX STADIUM: Journal # 2002-09-0290 SITE PLAN APPROVAL (FIELD LIGHTING): Journal # 2002-09-0293 SITE PLAN MODIFICATION, TYPE !I (BLEACHERS): Case # DRC2007-00035 a� HIGH-_ ;ZzSAHKS SPRINGFIELD 12 J cn ST RD 10En cnul cn d ti- n 0 fL cn � N ICNz to LO � n . 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Al TITLE SHEET A2 EXISTING AND EXPANDED BLEACHER PLANS AftU A3 SECTIONS, SLAB -ON -GRADE PLAN Rim A4 PRESS BOXES PLAN, ELEVATIONS, SECTION E1 ELECTRICAL LEGEND & LUMINAIRE SCHEDULE E2 PARTIAL SITE PLAN, ONE -LINE DIAGRAM, AND DETAILS 0 o E3 DEMOLITION PLAN �t E4 ELECTRICAL PLANS L(i Ln OWNER I � i.. SPRINGFIELD PUBLIC SCHOOLS DISTRICT 19 525 MILL STREET SPRINGFIELD, OREGON 97477 h CONTACT: JOHN SARACENO, ASSISTANT FACILITIES DIRECTOR 0 b - LO Q) DESIGN TEAM :3,0 ARCHITECT: ON ROBERTSON/SHERWOOD/ARCHITECTS pc 132 E. BROA.,DWAY, SUITE 540 0 w Lc EUGENE, OREGON 97401 m 0 LL 541 342-$077 541 345-4302 FAXc W a, CONTACT: RANDY NISHIMURA, AIA r�q MW CIVIL ENGINEER: KPFF CONSUL_11NG ENGINEERS 1201 OAK STREET, SUITE 100 EUGENE, OREGON 97401 541 684-4902 541 686-4909 FAX 0 CONTACT: MATT KEENAN, PE LO N N N Z SITE PLAN NOTES� z 0') Q Z EXISTING SITE FEATURES`z w �- 1. EXISTING PRACTICE FIELD 0 � 2. EXISTING TRACK (n 0 <n 3. EXISTING BUILDING w orf w 4. EXISTING FIRE HYDRANT (PRIVATE) D U 5. EXISTING IRRIGATION VAULT z © w 6. EXISTING LACROSSE WALL Q m 7. EXISTING JAVELIN AREA o 8. EXISTING FENCE = z D _ 9. EXISTING ELECTRICAL TRANSFORMER Li � o 10. EXISTING FIELD LIGHTS cr_ x 11. EXISTING BLACK VINYL -COATED CHAINUNK FENCE L'"I co 12. EXISTING SCOREBOARD N 13. EXISTING FLAGPOLE 14. PROPOSED SYNTHETIC TURF ATHLETIC FIELD (DEFERRED) 15. RELOCATED DISCUS AREA (COMPLETED) 16. EXISTING 1000 SEAT GRANDSTAND (DASHED OUTLINE) •� 17. PUBLIC ENTRANCE TO STADIUM, EMERGENCY VEHICLE ACCESS 18. (NOT USED) 19. EXISTING FIRE LANE (FUTURE DEVELOPMENT AS "WALK OF FAME" AND DONOR PLAZA) 20. EXISTING FIRE LANE TURN -AROUND 21. EXISTING FIRE HYDRANT 36. EXISTING 8" WATER LINE TO FIRE HYDRANT 37. EXISTING S.U.B. 12" PVC WATER MAIN IN EXISTING UTILITY EASEMENT U PROPOSED DEVELOPMENT DEFERRED Q LL. 22. PROPOSED SPORTS STORAGE .I 23. PROPOSED VARSITY FOOTBALL LOCKER ROOMS CL z 0 24. PROPOSED COACHES' OFFICES 25. PROPOSED VISITORS' TEAM ROOM 26. PROPOSED TICKET BOOTH 27. PROPOSED PUBLIC RESTROOMS --- 28. PROPOSED CONCESSIONS STAND C" 0 0 VISITORS' 30. PROPOSED EXPANSIONSLEACHERS OF SOUTH PARKING LOT 31. PROPOSED NEW PARKING LOT 3 - 0 32. PROPOSED NEW FIELD LIGHTING 33. P OS _ AC D � Z In In . ROPOSED T PUT AR M 35. PROPOSED POLE VAULTING TRACKS & PIT �11/it 0 d' ca PROPOSED NEW DEVELOPMENT MODIFICATIONS TO APPROVED SITE PLAN w 36. PROPOSED BLEACHERS EXPANSION SECTION m 37. PROPOSED NEW BLEACHERS ROOF STRUCTURE 3: U 38. PROPOSED FIRE LANE EXTENSION 39. PROPOSED FIRE LANE TURN -AROUND a U 0 CL 40. PROPOSED AREA OF LAWN REPAIR We p FEB Q 6 *2015 reaina`s Subm tat (E) LIGH Lo c 0 La M x ih' 7 i `ss " t t .� . .� � a e •,.: ,� F is 3 n. ... � .. �.c. ars, ,. ...s •< .<. , x .. ., x. , t . x. 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LAC 1 VICINITY MAP - SPRINGFIELD, OR a D NOT TO scnLc Al TITLE SHEET Cl CIVIL DOTES, LEGEND, AND ABBREVIATIONS C2 SITE ASSESSMENT C3 PAVING, UTILITIES, AND GRADING PLAN C4 CIVIL DETAILS A2 EXISTING AND EXPANDED BLEACHERS PLANS A3 SECTIONS, SLAB--ON—GRADE PLAN A4 PRESS BOXES PLAN, ELEVATIONS, SECTION E1 ELECTRICAL LEGEND & LUMINAIRE SCHEDULE — PENDING E2 PARTIAL SITE PLAN, ONE-LNE DIAGRAM, AND DETAILS — PENDING E3 - DEMOLITION PLAN PENDING E4 ELECTRICAL PLANS — PENDING SPRINGFIELD PUBLIC SCHOOLS DISTRICT 19 FACILITIES MANAGEMENT 1880 42ND STREET SPRINGFIELD, OREGON 97477 (541) 744-6375 j (547) 744-6374 CONTACT: JOHN SARACENq ASSISTANT DIRECTOR 4f FACILITIES ROBERTSON f SHERWOOD/ARCHITECTS pc 132 E. BROADWAY, 'SMITE 540 EUGENE, OREGON 97401 541 342-8077 541 345-4302 FAX CONTACT: RANDY NISHIMURA, AIA *EFERRED SUBMITTALS 1. STRUCTURAL DRAWINGS, CALCULATIONS FOR BLEACHER EXPANSION SECTIONS AND NEVA ROOF STRUCTURE, INCLUDING FOOTINGS ARID SUPERSTRUCTURE (BY BLEACHERS CONTRACTOR). 2. SHOP DRAWINGS FOR FINAL PRESS BOX(ES) CONFIGURATION, ASSEMBLY, AND INSTALLATION (BY MODULAR BUILDING MANUFACTURER). 1,. VERIFY EXACT LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO STARTING WORK. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY THE OWNER'S REPRESENTATIVE. 2. ACCESSIBLE SITE COMPONENTS INCLUDING, BUT NOT LIMITED TO NECESSARY SIGNS, RAMPS, STAIRS, TACTILE WARNING, MARKINGS, ETC. SHALL CONFORM TO ALL STATE OF OREGON STANDARDS FOR ACCESSIBILITY, 3. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO INITIATING DESIGN & ENGINEERING OF MANUFACTURED COMPONENTS, 4. VERIFY ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES, 5. REPAIR ALL AREAS DISTURBED OR DAMAGED BY NEW CONSTRUCTION NOT OTHERWISE NOT SHOWN TO BE IMPROVED OR WITHIN SCOPE OF WORK BY SEPARATE CONTRACTORS, REPAIR MAY INCLUDE BUT IS NOT LIMITED TO RESTORATION OF LAWN AREAS, IRRIGATION SYSTEM, PAVEMENT, ETC. CODE ANALYSIS. LOCATION: 3333 58TH STREET SPRINGFIELD, OR 97478 MAP AND TAX LOT: 17023423 00500 5PRINGFIELD C D ZONING: PLO (PUBLIC LAND AND OPEN SPACE) 2014 OREGON STRUCTURAL SPECIALTY CODE USE OCCUPANCY: GROUP A--5 ALLOWABLE AREA; UNLIMITED ALLOWABLE HEIGHT: UNLIMITED TYPE OF CONSTRUCTION TYKE V-13 FIRE RATING REAM T`S: NODE REQUIRED MEANS OF EGRESS: IN ACCORDANCE WITH I.C.C. 300 (STANDARD ON BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS) WHEELCHAIR SPACES: REQUIRED: 6 MIN. PLUS 1 FOR EACH 150 ADD'L BETWEEN 501 THROUGH 5,000 TOTAL BLEACHERS CAPACITY = 1,588 1,588 501 --- 1,0387 1,067 150 = 7 SPACES TOTAL. WHEELCHAIR SPACES REQ`D = 8 + 7 = 13 TOTAL PROVIDED . � 14 BID ALTERNATES BASE BID CONFIGURATION: ADDED BLEACHER SECTIONS D & E AND NEW ROOF BID ALT. NO. 1: ADD PRESS BOX AT BLEACHER SECTION A BID ALT. NO. 2: ADD PRESS BOXES AT BLEACHED SECTIONS A AND 8 BID ALT, NO. 3: ADD PRESS BOXES AT BLEACHER SECTIONS A, 8, AND C BLEACHERS SEATING CAPACITY SECTION A (EXISTING).- BENCH EXISTING); BENCH SEATING W/BACKRE STS: 322 WHEELCHAIR SPACES: ,+,o-.»..,,,oa.-o.xo-r,.�o-...ei�-u..��or..:..,•..«.<..ww.o.,,+�..•m...,A.r+-,.• .,,.,e..,.,,.,�, .,,mow _.....,,..,.».+>,..,.«..w. r....,.,......,v„r,.,.,..,.ow.,r,....w>,o,v.. F .++,+.—,-.e-. :,.,>-.,... ...� �_�.��---...�---.-,.,—.•,...�.,.,w«-,»....�,.,. . ..p......,..,..»,..Ke, . k 337 WHEELCHAIR SPACES: 4 SECTION C (EXISTING): CD CD 337 WHEELCHAIR SPACES: 4 TOTAL SEATING (EXISTING): CD CD CIO CD CD ICD CD ------ IN 411-6 x y T CD c\j y y B41 L E A C H E R S E A's va"A N S 10% N 1 T E P` L A Nva a� I �+,. LAC 1 VICINITY MAP - SPRINGFIELD, OR a D NOT TO scnLc Al TITLE SHEET Cl CIVIL DOTES, LEGEND, AND ABBREVIATIONS C2 SITE ASSESSMENT C3 PAVING, UTILITIES, AND GRADING PLAN C4 CIVIL DETAILS A2 EXISTING AND EXPANDED BLEACHERS PLANS A3 SECTIONS, SLAB--ON—GRADE PLAN A4 PRESS BOXES PLAN, ELEVATIONS, SECTION E1 ELECTRICAL LEGEND & LUMINAIRE SCHEDULE — PENDING E2 PARTIAL SITE PLAN, ONE-LNE DIAGRAM, AND DETAILS — PENDING E3 - DEMOLITION PLAN PENDING E4 ELECTRICAL PLANS — PENDING SPRINGFIELD PUBLIC SCHOOLS DISTRICT 19 FACILITIES MANAGEMENT 1880 42ND STREET SPRINGFIELD, OREGON 97477 (541) 744-6375 j (547) 744-6374 CONTACT: JOHN SARACENq ASSISTANT DIRECTOR 4f FACILITIES ROBERTSON f SHERWOOD/ARCHITECTS pc 132 E. BROADWAY, 'SMITE 540 EUGENE, OREGON 97401 541 342-8077 541 345-4302 FAX CONTACT: RANDY NISHIMURA, AIA *EFERRED SUBMITTALS 1. STRUCTURAL DRAWINGS, CALCULATIONS FOR BLEACHER EXPANSION SECTIONS AND NEVA ROOF STRUCTURE, INCLUDING FOOTINGS ARID SUPERSTRUCTURE (BY BLEACHERS CONTRACTOR). 2. SHOP DRAWINGS FOR FINAL PRESS BOX(ES) CONFIGURATION, ASSEMBLY, AND INSTALLATION (BY MODULAR BUILDING MANUFACTURER). 1,. VERIFY EXACT LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO STARTING WORK. REPAIR ANY DAMAGE TO EXISTING PIPES, UTILITIES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE IN A MANNER APPROVED BY THE OWNER'S REPRESENTATIVE. 2. ACCESSIBLE SITE COMPONENTS INCLUDING, BUT NOT LIMITED TO NECESSARY SIGNS, RAMPS, STAIRS, TACTILE WARNING, MARKINGS, ETC. SHALL CONFORM TO ALL STATE OF OREGON STANDARDS FOR ACCESSIBILITY, 3. FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO INITIATING DESIGN & ENGINEERING OF MANUFACTURED COMPONENTS, 4. VERIFY ELEVATIONS WHERE NEW WORK ABUTS EXISTING TO REMAIN. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES, 5. REPAIR ALL AREAS DISTURBED OR DAMAGED BY NEW CONSTRUCTION NOT OTHERWISE NOT SHOWN TO BE IMPROVED OR WITHIN SCOPE OF WORK BY SEPARATE CONTRACTORS, REPAIR MAY INCLUDE BUT IS NOT LIMITED TO RESTORATION OF LAWN AREAS, IRRIGATION SYSTEM, PAVEMENT, ETC. CODE ANALYSIS. LOCATION: 3333 58TH STREET SPRINGFIELD, OR 97478 MAP AND TAX LOT: 17023423 00500 5PRINGFIELD C D ZONING: PLO (PUBLIC LAND AND OPEN SPACE) 2014 OREGON STRUCTURAL SPECIALTY CODE USE OCCUPANCY: GROUP A--5 ALLOWABLE AREA; UNLIMITED ALLOWABLE HEIGHT: UNLIMITED TYPE OF CONSTRUCTION TYKE V-13 FIRE RATING REAM T`S: NODE REQUIRED MEANS OF EGRESS: IN ACCORDANCE WITH I.C.C. 300 (STANDARD ON BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS) WHEELCHAIR SPACES: REQUIRED: 6 MIN. PLUS 1 FOR EACH 150 ADD'L BETWEEN 501 THROUGH 5,000 TOTAL BLEACHERS CAPACITY = 1,588 1,588 501 --- 1,0387 1,067 150 = 7 SPACES TOTAL. WHEELCHAIR SPACES REQ`D = 8 + 7 = 13 TOTAL PROVIDED . � 14 BID ALTERNATES BASE BID CONFIGURATION: ADDED BLEACHER SECTIONS D & E AND NEW ROOF BID ALT. NO. 1: ADD PRESS BOX AT BLEACHER SECTION A BID ALT. NO. 2: ADD PRESS BOXES AT BLEACHED SECTIONS A AND 8 BID ALT, NO. 3: ADD PRESS BOXES AT BLEACHER SECTIONS A, 8, AND C BLEACHERS SEATING CAPACITY SECTION A (EXISTING).- BENCH EXISTING); BENCH SEATING W/BACKRE STS: 322 WHEELCHAIR SPACES: 4 SECTION B (EXISTING): BENCH SEATING: 337 WHEELCHAIR SPACES: 4 SECTION C (EXISTING): BENCH SEATING: 337 WHEELCHAIR SPACES: 4 TOTAL SEATING (EXISTING): 1,008 SECTION D (17 TIERS, 8" DISE, 24" ROW SPACING] BENCH SEATING: 289 SECTION E (17 TIERS, 8` RISE, 24" ROW SPACING): BENCH SEATING: 289 WHEELCHAIR SPACES: 2 TOTAL. SEATING EXISTING PLUS NEW: 1,568 sem. flan �eNe� rn�no,� rv�,ud;►fi w-hAn g *riginai Submittal W-1 GENERAL NOTES 101 -B.DWG 1. EXISTING CONDITIONS INFORMATION IS BASED ON CITY OF SPRINGFIELD GIS MAPS AND SUPPLEMENTAL TOPOGRAPHIC DATA COLLECTED BY KPFF. EXISTING INFORMATION HAS NOT BEEN TIED TO A KNOWN BENCHMARK OR DATUM. 2. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 AND 2003 (OR CURRENT ADDITION), IN ADDITION TO THESE PLANS. 3. ALL PUBLIC WATER SYSTEM WORK SHALL BE APPROVED BY SUB PRIOR TO CONSTRUCTION AND EITHER CONSTRUCTED BY SUB OR CONSTRUCTED TO SUB MATERIALS AND CONSTRUCTION STANDARDS, IN ACCORDANCE WITH SUB STANDARD CONSTRUCTION SPECIFICATIONS, REVISED JULY 2007. CONTRACTOR TO SCHEDULE AND COORDINATE NEW WATER SYSTEM WORK WITH SUB WATER PRIOR TO CONSTRUCTION. WORK TO INCLUDE SERVICE TAPS TO MAIN, WATER METER, FIRE HYDRANT AND LINE INSTALLATION. 4. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THESE PLANS, THE PROJECT SPECIFICATIONS AND THE APPLICABLE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE CURRENT EDITION OF THE OREGON PLUMBING SPECIALTY CODE AND REQUIREMENTS OF THE CITY OF SPRINGFIELD. 5. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REGULATIONS. ALL PERMITS, LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES FOR THE EXECUTION AND COMPLETION OF WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO COMMENCING CONSTRUCTION. 6. EXCAVATORS MUST COMPLY WITH ALL PROVISIONS OF ORS 757.541 TO 757.57 INCLUDING NOTIFICATION OF ALL PERTINENT COMPANIES OR AGENCIES OF UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS, SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED BEFORE COMMENCING ANY EXCAVATION. 7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS ARE FOR INFORMATION ONLY AND ARE NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SIZE, AND MATERIAL TYPES OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION TO PREVENT GRADE AND ALIGNMENT CONFLICTS. 8. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR OR HIS CREW. ALL O.S.H.A. REGULATIONS SHALL BE STRICTLY ADHERED TO IN THE PERFORMANCE OF THE WORK. 9. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. 10. CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTILITIES (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT OCCURS. 11. BEFORE COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA SO THAT SAID UTILITIES MAY BE ACCURATELY LOCATED. 12. ALL WATER AND FIRE PRESSURE FITTING SHALL BE PROPERLY RESTRAINED WITH THRUST BLOCKS PER DETAIL. 13. ALL ROOF DRAIN AND BUILDING LATERALS SHALL HAVE A MINIMUM SLOPE OF 2 PERCENT, UNLESS NOTED OTHERWISE, 14. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR GAS, ELECTRICAL, POWER AND TELEPHONE SERVICE, 15. MATERIALS, TRENCH EXCAVATION, PIPE LAYING AND BACKFILL EXCAVATIONS SHALL MEET THE REQUIREMENTS OF THE 2002 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION, SECTION 00405, "TRENCH EXCAVATION, BEDDING AND BACKFILL". 16. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT MORE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES MAY BE ACCURATELY LOCATED. 17. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY OF SPRINGFIELD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 18. CONTRACTOR SHALL MAINTAIN ALL UTILITIES TO EXISTING BUSINESS AT ALL TIMES DURING CONSTRUCTION. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND SCHEDULING ALL WORK WITH THE OWNER. SEPARATION STATEMENT ALL WATER MAIN CROSSINGS SHALL CONFORM TO THE OREGON STATE HEALTH DEPARTMENT, CHAPTER 333. WATER MAINS SHALL CROSS OVER SANITARY SEWERS WITH A 18" MINIMUM CLEARANCE BETWEEN OUTSIDE DIAMETERS OF PIPE WITH ALL PIPE JOINTS EQUIDISTANT FROM CROSSING. HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWERS IN PARALLEL INSTALLATIONS SHALL BE 10'. MAINTAIN 12" MINIMUM VERTICAL DISTANCE FOR ALL OTHER UTILITY CROSSINGS AND 12" HORIZONTAL PARALLEL DISTANCE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN THE MINIMUM 10' HORIZONTAL SEPARATION, THE WATER MAIN SHALL BE LAID ON A SEPARATE SHELF IN THE TRENCH 18" ABOVE THE SEWER, U a V) 4111,U 0 3 L s in 0 L4 40 L v .a O m Ln 0 N 4 GRADING NOTES 1. SLOPE AT HANDICAP SPACES SHALL NOT EXCEED 2 PERCENT IN ALL DIRECTIONS. 2. BRING ALL FINISHED GRADES TO APPROXIMATE LEVELS INDICATED. 3. FINISH GRADE ELEVATION AROUND BUILDING EXTERIORS ARE NOTED IN THE GRADING PLAN, AND SLOPE AT A MINIMUM 2.0% POSITIVE DRAINAGE AWAY FROM THE BUILDING TO AN INLET OR STREET, IN ACCORDANCE WITH THE CURRENT EDITION OF THE OREGON STATE BUILDING CODE. 4. CONTRACTOR SHALL REFERENCE APPROVED LDAP PLANS AND INSTALL ALL APPROPRIATE EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR SHALL ADHERE TO THE RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THE PROJECT GEOTECHNICAL INVESTIGATION AND SEISMIC HAZARD STUDY AND THE APPROVED LAND DRAINAGE AND ALTERATION PERMIT FOR ALL GRADING ACTIVITIES SUCH AS TOPSOIL STRIPPING, SITE PREPARATION, FILL REMOVAL AND STOCKPILING, COMPACTED FILL SLOPES, SLOPE STABILITY, FOOTING SETBACKS, EXCAVATION, TRENCHING AND WET WEATHER CONSTRUCTION. 6. THE CONTRACTOR IS :RESPONSIBLE FOR DEMOLITION OF EXISTING PAVEMENTS, CURBS, AND OTHER SITE ELEMENTS WITHIN PROJECT AREA. 7. FINISH GRADES INDICATED IN PLANTING AREAS AND FILTRATION BASINS ARE TO TOP OF TOPSOIL, AND NOT TO SOIL GRADES. CONTRACTOR SHALL ACCOUNT FOR TOPSOIL WHEN ESTABLISHING SITE GRADING. 1XVIRrou PROPOSED EXISTING . . . . . . . AC PVM'T < A. 4 A .{ " CONCRETE PVM'T e a -A- EDGE EDGE OF PAVEMENT PROPERTY LINE(PL) OR RIGHT OF WAY(R/W) --------- GRADE BREAK EASEMENT LINE (EL) - CENTER LINE (Q-) / ALIGNMENT - s ST STORM DRAIN SD W/FP /D W WATER w T TELEPHONE LINE T E POWER LINE F FENCE x .... WATER QUALITY FACILITY IN WATER VALVE' Q WATER METER a FIRE HYDRANT ...k,' !� MANHOLE • CLEANOUT ■ CURB INLET OR CATCH BASIN SURVEY MONUMENT M► POWER POLE �- TELEPHONE POLE -�- TREE LIGHT POLE SCHEDULE OF DRAWINGS SHT NO. TITLE C1 CIVIL NOTES, LEGEND, &ABBREVIATIONS C2 SITE ASSESSMENT PLAN C3 HORIZONTAL CONTROL, PAVING, UTILITIES AND GRADING PLAN C4 CIVIL DETAILS Ep P R OFFo� G I vo 56 1 fid' Digital Signature OREGON EBP1:RA:T:1:0N DATE: 6/30/15 I I wo ,°n° z M CX mCL ABBREVIATIONS 0 v, AC ASPHALTIC CONCRETE L LENGTH 0 0 B.O.W. BACK OF WALK LF LINEAR FEET L -- C&G CURB AND GUTTER L.P. LIGHT POLE v GB CATCH BASIN LS LANDSCAPING t�. c CL CENTERLINE LT LEFT 0Q C.O.S. CITY OF SPRINGFIELD MH MANHOLE Aft LJL COTG CLEANOUT TO GRADE PC POINT OF CURVATURE 0 I CONC. CONCRETE PT POINT OF TANGENCY U LAj CONST. CONSTRUCT PVM'T PAVEMENT D/W DRIVEWAY R RADIUS 4--J to DW DOMESTIC WATER RT RIGHT DWG DRAWING R.O.W. RIGHT-OF-WAY w ELEC. ELECTRICAL S SLOPE t„ j _ EP EDGE OF PAVEMENT SHT. SHEET �. EXIST./EX. EXISTING SPECS. SPECIFICATIONS I N FF FINISHED FLOOR ST STORM 0 0 FG FINISHED GRADE STD STANDARD w m Lai FH FIRE HYDRANT SUB SPRINGFIELD UTILITY BOARD FOC FACE OF CURB S/W SIDEWALK 0 FP FIRE PROTECTION TB THRUST BLOCKINGx- T j G GUTTER TC TOP OF CURB GB GRADE BREAK TP TOP OF PAVEMENTI 0 a GL GAS LINE W WATER I HP HIGH POINT WQ WATER QUALITY IE INVERT ELEVATION WW WASTEWATER oI rLn Tis Amp I� coON o 3:c Lm 0 0 o z m 0 w I cv =3 Mtvwf vvkvodvf'lc.�.�w�► � 3 of 13 Date Received: FEB 0 6 '2015 '` • =' 0 JT a cu V)r-i Q o�� 00)��� C> m m U) 3 'A LLj : 3 �I ,n 0 p w I N MI w U m _0 r- +� 0 G3 U {� �I 4 101-B.DWG 1. EXISTING CONDITIONS INFORMATION IS BASED ON CITY OF SPRINGFIELD GIS MAPS AND SUPPLEMENTAL TOPOGRAPHIC DATA COLLECTED BY KPFF. EXISTING INFORMATION HAS NOT BEEN TIED TO A KNOWN BENCHMARK OR DATUM. 2. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN ANY FLOOD PLAIN. 3. SOILS ON THE SITE ARE 32, COBURG URBAN LAND COMPLEX PER THE SCS SOIL SURVEY FOR LANE COUNTY, OREGON. 4. THE SUBJECT PROPERTY LIES OUTSIDE CITY OF SPRINGFIELD WELLHEAD PROTECTION ZONES. r \5 GINE„�, �p 564$1 Cl- Digital Signature OREGON /Jl, 19 , 2p0 h M EXPIRATION DATE: 6/30/15 OO V M cn �t ct Lf) Ln CL U. to T, 0 d• � gp 0 �0CoC O c ornLnL `v-gw0ti 3 W. ME L\ Q In o cm M M SCALE V v a' .o L .0 ro L 40 0 20 40 80 �' ” °- 1 INCH = 40 FEEDate eceive .0 2 - 201 Original Submitral • Q N Oriainal Submittal-4::i-Vl('\ re o j{v V Original gfr Submittal rW L©J 8ItE S111 �^__�j 9iRsISI``'i•7t Ali {!1IR �i6j� I�-=_JIl � �L1L EGRESS STAIR #1 tR� jDp 11191141"1 � 3 3 it 181 VgApl P 1111" 6 EGRESS STAIR #4 II 111 10 El EGRESS STAIR #2 EGRESS STAIR #3 - 11 -- EXISTING RUNNING TRACK UN m LJL - —Pt—kN Ex"'ISTIN"(31" BLEAC"'HERS Cu'o"'NFlG_U`kATl GENERAL NOTES: • SECTION A (BENCH SEATING W%BACKRESTS), AND SECTIONS B & C (BENCH SEATING, NO BACKRESTS) ARE EXISTING. SECTIONS D & E ARE PROPOSED NEW. ® FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO INITIATING DESIGN OF PROPOSED NEW COMPONENTS. • WIDTHS INDICATED AT STAIRS AND RAMPS ARE MINIMUM CLEAR, TYP. ® CONTRACTOR'S OPTION: SALVAGE EXISTING EGRESS STAIRS, RAMPS, AND GUARDRAILS FOR MODIFICATION AS REQUIRED AND REINSTALLATION IN NEW LOCATIONS. ALTERNATIVELY, REMOVE EXSITING COMPONENTS AND REPLACE WITH NEW. • REFER TO ELECTRICAL. DRAWINGS FOR INFORMATION RELATED TO RECONFIGURATION AND AUGMENTATION OF EXISTING EMERGENCY EGRESS LIGHTING SYSTEM. • REFER TO ELECTRICAL DRAWINGS FOR INFORMATION RELATED TO RECONFIGURATION AND AUGMENTATION OF EXISTING POWER DISTRIBUTION SYSTEM. E m"" 0 LITS T E S: 1. EXISTING CROSS AISLE. 2. EXISTING UPPER PLATFORM. 3. REMOVE EXISTING EGRESS STAIR & ASSOCIATED COMPONENTS AND SALVAGE FOR REINSTALLATION IN NEW POSITION, 4. REMOVE EXISTING EGRESS STAIR & ASSOCIATED COMPONENTS AND SALVAGE FOR -- REUSE IN NEW POSITION OR REPLACE WITH NEW AS REQUIRED. I 5. REMOVE EXISTING RAMP & ASSOCIATED COMPONENTS AND SALVAGE FOR REUSE IN NEW Lo POSITION OR REPLACE WITH NEW AS REQUIRED. 6. REMOVE PORTION OF EXISTING GUARDRAIL AT PROPOSED LOCATION OF RELOCATED EGRESS STAIR, 7. REMOVE EXISTING GUARDRAIL & HANDRAIL, AND SALVAGE FOR REUSE IN NEW POSITION OR REPLACE WITH NEW AS REQUIRED. 8. REMOVE EXISTING NOISE BARRIER AND SALVAGE FOR REINSTALLATION IN NEW LOCATION. 9. MODIFY EXISTING STAIR COMPONENTS FOR EXPANDED BLEACHERS CONFIGURATION. 10. PORTION EXISTING CONCRETE CURB AND FENCE TO REMAIN. 11. REMOVE EXISTING CONCRETE CURB AND FENCE PANEL SECTION AT LOCATION OF PROPOSED NEW OPENING, r: OR A. AREA OF NEW BLEACHERS EXPANSION. B. NEW ROOF SUPPORT COLUMN, TYP, TOTAL OF (20). SIZE AND SPACING AS DETERMINED BY MANUFACTURER'S DESIGN ENGINEER. C. NEW 3" X 4" RECTANGULAR DOWNSPOUT, TYP. TOTAL OF (4), COORDINATE W/NEW STORM EXPANSION a isw,.. rft E X I'D` AE L E ALAO';"' H E moo"'156' (`;� 0"" y F I G'h Ull lrml-vml" A I I uo"m C,RiJ HM7 ULLAtA 1tKJ txrHNNUN W LOCATION. ION. ►UARDRAIL WITH EXISTING GUARDRAIL. ARDRAIL INFILL (MATCH EXISTING), BARRIER. DRAILS. NCRETE CURB AND FENCE PANEL. U� D e5 ___\ �0�_ V;5 *ate , FEB f. 15 z s • �✓ �_ o s V t LL, m c: ro -� r cru 0 u 0 f= tz, • ..µ t • z I �✓ �_ o s V (y) qw LL, m c: ro -� cru 0 u 0 V) v �C 0 0 W V_ 0 0 51 :_off �� SECTION _ SECTION D SLAB EXPANSION 2'--0" I t A A3 AREA OF EXISTING SLAB -ON -GRADE t i FO 1. BENCH, TYP. 2. NEW ROOF DECK 3. ZEE PURLINS AT NEW ROOF, TYP. 4. MAIN BEAM AT NEW ROOF 5. SECONDARY BEAMS AT NEW ROOF, TYP. 6. NEW ROOF COLUMN 7. OUTLINE OF NEW ROOF COLUMN FOOTINGS. REMOVE PORTION OF EXISTING SLAB--ON-GRADE AS REQUIRED TO FACILITATE INSTALLATION OF NEW FOOTING, TYP. 8. NEW GUTTER . 9. NEW DOWNSPOUT BEYOND 10. NEW PRESS BOX (BID ALTERNATE NOS. 1, 2, AND 3) 11. NEW OR EXISTING BLEACHER FRAMING 12. NEW AISLE HANDRAIL 13. NEW OR REINSTALLED EXISTING GUARDRAIL 14. NEW OR EXISTING GUARDRAIL FENCING, TYP. 15. NEW OR RELOCATED EXISTING EGRESS STAIR BEYOND 16. NEW OR RELOCATED EXISTING RAMP BEYOND 17. CONCRETE SLAB 18. EXISTING CURB (MODIFY AS REQ'D -- SEE A/A2) 19. EXISTING FENCE(MODIFY AS REQ'D -- SEE A/A2) 20, NEW SLAB ABUTS EXISTING TRACK 21. EXISTING FIRE LANE PAVEMENT (OR NEW AT SOUTH EXTENSION -- SEE SHEET C4.0). COLD PATCH AS REQUIRED WHERE EXISTING AC IS IMPACTED BY THE WORK. 22. NEW WIND SCREEN PANEL 23. NEW LIGHT FIXTURES - SEE ELECTRICAL DRAWINGS 24. NEW OR RELOCATED EXISTING EGRESS LIGHT FIXTURES - SEE ELECTRICAL DRAWINGS SECTION E SLAB EXPANSION s � 2f off ALIGN t DOWNSPOUT BOOT, ONE OUTLINE OF EXISTING OUTLINE OF NEW ROOF ALIGN OF (4) TYP. BLEACHERS, TYP, COLUMN FOOTING, TYP. � t , a L __ _% ._J I- ._"._ _ _ _ _. _ _l ° I © - Q l - ._._i ° a" ° N01 ROOF COLUMN, TYP. ° . NEW ROOF -COLUMN ° ( - Q _ _ _ - -�- ° -- -- ° -- --- C :�� -- E ° 1E = = - PEDESTAL, „TYP. E ! REMOVE- PORTION OF EXISTING SLAB AS °REQUIRED TO FACILITATE INSTALLATION OF NF°W FOOTINGS, TVP. PATCH SLAB °43 AFTER FOOTING IS COMPLETED. ME ME i Q ° NkW BRACE,- FRAME AT UNIYERSIDE OF EXPANSION ° ° a ! 5 CTION TYP. ° ° /I I ME r EXISTING BRACED FRAME ° --EXISTING CHAIN L K Q a ° ° AT UNDERSIDE OF Q FENCE ENCLOSURE ° ( j Q d BLEACHERS, TYP. ° ° ° ° ° ! ! L, ° ° 4 Ci 41 ° _ 1 f _. _ _ J �. J I a :Q �. _ __ L _ _ _ l _.1 _ _ _ _ _ _1°Q L _ �! - © - -SLAB Q EDGE. � OF EXISTING �Q °�- -j- - � - '� � ° ..J © ° ABUT i��W T E -- d RUNNING . TRACK - .16 PROTECT RAC-i� -SItRII'd - a ° a a a ° ° ° ° a CONSTRUCTION ACTIVITIES Q ,. 2 0 ALIGN REMOVE PORTION OF EXISTING SLAB AS ALIGN - , AL GENERAL NOTES, 1. 5" MINIMUM SLAB THICKNESS. 2. 12" MINIMUM COMPACTED CRUSHED ROCK BASE. 3. COORDINATE DIMENSIONS OF NEW SLAB AREAS WITH CONFIGURATION OF NEW BLEACHER EXPANSION SECTIONS D&E. 4. BLEACHERS DESIGN --BUILD ENGINEER TO DETERMINE NECESSARY CONNECTION BETWEEN EXISTING AND NEW SLAB AREAS TO ENSURE ABSENCE OF RELATIVE VERTICAL DISPLACEMENT. 5. 5'-0" SLAB EXTENSIONS BEYOND BASE OF EGRESS STAIR NOS. 1 & 4 AND RAMP, TYP. 6. PROVIDE SLAB AND BASE CONSTRUCTION IN ACCORDANCE WITH RECOMMENDATIONS OF GEOTECHNICAL ENGINEER AND AS NECESSARY TO 2,_0„ SATISFY BLEACHERS STRUCTURAL REQUIREMENTS. 7. SLAB CONTROL JOINT PATTERN SHOWN IS MINIMUM REQUIRED, NOTE: o CONTROL JOINT PATTERN AT AREA L OF EXISTING SLAB NOT SHOWN HERE. 8. REMOVE EXISTING SLAB ONLY AS r REQUIRED TO FACILITATE INSTALLATION OF NEW ROOF COLUMN FOOTINGS, POUR BACK SLAB PATCH AFTER INSTALLATION OF FOOTINGS AND FOOTING PEDESTALS. PROVIDE COMPRESSIBLE FILLER BETWEEN EDGE OF SLAB AND COLUMN PEDESTALS. - ' A • � `"� ABUT NEW SLAB TO EDGE OF EXISTING REQUIRED TO FACILITATE INSTALLATION A3 OF NEW FOOTINGS, TYP. PATCH SLAB RUNNINDURINGGTRACK; PROTECT TRACK CONSTRUCTION ACTIVITIES AFTER FOOTING IS COMPLETED. S L A B -= ON- G R A' D E A T STADIUM B LEACHERS 1/811 '= 11-011 £UGM OREGO14 {� ` or (V� Date Received: i z Ln N Ln m m v u U F ri yg: � t • . f t> f Date Received: i z Ln N Ln m m v u U a ri 4-J c.� a� :c u L. V 0 0 U) 1A A Ix u C? N a E A4 bux SECTIUN A4 c;UUN I tN 5HU I I tKti 2" SLOPE FINISHED CEILING @ HIGHEST POINT ROOF/CEILING ASSEMBLY: _ _ LIGHT FIXTURE BY - - . 45 MIL (BLACK) EPDM MEMBRANE PRESS BOX MFR. (FULLY ADHERED TO SUBSTRATE) �r � . 7/16" SHEATHING PANEL . 2x12 HEM -FIR #2 RAFTERS @ 24" 00 � O.C. R--38 UNFACED BATT INSULATION . �` B4 W/VAPOR RETARDER / A4 A 5/8" GWB (PAINTED) ._4 FINISHED FLOOR A4 -- 2 EXTERIOR WALL ASSEMBLY: STEEL PERIMETER 18'0" SKID FRAME 1/2„ VINYL -COVERED GYPSUM EAST NORTH 9,_a„ g,1-0» WALLBOARD Bl 7/16" ORIENTED --STRAND BOARD 2x6 HEM --FIR STUD GRADE @ 16" A O.C. R--21 UNPAGED BATT INSULATION 2" SLOPE A4 FINISHED CEILING g W/VAPOR RETARDER @ LOWEST POINT 100 101 E ® 7/16" PANEL SIDING W/GROOVES 0 o _r 8" O.C. B3 `" B2 LIGHT FIXTURE BY A4 �j i� A4 PRESS BOX MFR. FLOOR ASSEMBLY: - P= -LAM COUNTER t P --LAM COUNTER • VINYL COMPOSITION TILE W/4I RUBBER BASE PANEL SIDING I ` 3/4" T&G ULDX PLYWOOD W/GROOVES AT 8" 2x8 HEM --FIR #2 JOISTS @ 16" O.C. O.C. TWO LAYERS R--15 UNFACED BATTS 30 GA. GALVANIZED METAL 1x4 CORNER TRIM, UNDERCLOSURE TYP. )-oil , „ ' „ , „ , „ STEEL PERIMETER FRAME .-. FINISHED FLOOR 25 --0 4 --0 5 --0 2 -0 r�D SUTH ELEVATIONA Allift OL 1 42111 PRESS" Elj"'OX ELEVATIUNb A4 ,/ 1/411 = 11-011 ELEVATION KEY NOTES: �O 1. NEW ROOF ASSEMBLY, 2. NEW ROOF COLUMN. 3. NEW PRESS BOX (BID ALTERNATE NOS. 1, 2 AND 3). 4. REINSTALLED NOISE BARRIER PANELS. 5. NEW OR RELOCATED EXISTING EGRESS STAIR IN NEW POSITION. 6. NEW OR RELOCATED EXISTING WHEELCHAIR ACCESS RAMP IN NEW POSITION, 7. CHAIN LINK MESH AT GUARDRAIL (MOSTLY NOT SHOWN FOR SAKE OF CLARITY). 8. EXISTING CURB AND FENCE AT EDGE OF TRACK -- MODIFY AS REQUIRED PER A/A2. 9. NEW DOWNSPOUT, TYP. OF (4). 10. NEW GUTTER. 11. NEW DOWNSPOUT BOOT AND CLEANOUT. 12. EXISTING BRACED FRAME/UNDER-CARRIAGE AT BLEACHERS, TYP. 13. NEW BRACED FRAME/UNDERCARRIAGE AT NEW BLEACHER SECTIONS AS REQUIRED, TYP. 14. NEW WIND SCREEN PANELS. 1j/411 p 11-011 LO T- o o N 0 U U 41 0 vs 0 Ln T- o N lei M ICI -Et IN M C A L C U. NORTH 5GALE: I/bIl = if -oil E M 0, REFERENCE NOTES: OI LUMINAIRE55HALL BE REMOVED AND 5ALVA6EV TO OHI CIRCUIT TO BE RE -USED FOR CANOPY MOUNTED LUMINAIRE-5. O2 LUMINAIRES WALL BE REMOVED AND RETAINED FOR RE -USE. REFER TO E4 FOR NEW LOCATIONS. Photometric Statistics E 1.6 'T'l 1.4 '-Ih `7.1 `7.4 1.4 -17 -73 Description 1.4 73 "7.8 "-I.q 15 1 45`12.8`13.8+12.1 Max (fc) Min (fc) Max/Min -13 *-1.5 *7.2 +7.1 *-1.4 *-13 + '13 +7112 +-13 41 1 6.6 1(2.3 15115.5 .1 7.1 466.38* 2.01 ADA 2 *roz 10.0 23.7 .2 12++144++22123+`6b `b3 +b 4.9:1 *5.7 +5.6 +6.1 +6.2 +6.1 6.1+6.0 ----T- +6.0 *6.1 +6.1 21.3 -J 62636.3 +2041 5.85 1+ 1*11+ 25A 2.6:1 +5.1 + _-J +5.4 *5.4;1 +5.4 +5.4 +5.4 5.5 -J +5.6 *5.7 +5.6 1 +919 +2a4l 4 +5 +5. If -a' :1b.i +11 ADA Landing 2 + 12.5 *+ +4.q 4.q 4.q 4 *+ 4A 4.q 4.b C n.4 U.4.1 *5.2 *5.5 *5'2 + N, 13 q. 4h*4 cle +bqz +6 +6.15 *7 + +45;W+1114!15- +5.0 +4.6 +4.611+4.6 *4.6 +4.6 +45 2.01 -J +5.0+5.1 +5.0 +45+4 1'+ ere? ♦ >6.35 +6 7.3 7.5 7 1.11 1.01 Box Stair 2 -------------- ++5650++-61. 7.7 +4.4+ *5D *4.q +4.6 +4.15 *45 +45 +45 + +4.q 15.0 +r?3 +4.7+4. GL- •I 7.7 F-4.5 �4i �O+ +4.6 *43 *45 *45 *45 +45 -- -------- 4A *5.0 *5.2 Qq,e '7.9 I lb -I 12.2+6 +4.6+4 + + + + 1.11 �+4.2 �+45 �+4.41 -J ....... . ......... 4.3 4.5 4.1 + 01 11.61 .0 ++ -2 + 1.01 Row 3 +4 +4.6 *45 *4.4 7 *4.4 *4.4 +4.5 3.5 +4.-4+4.-q *51 1 + LI L� A *45 �0 + + A Row 4 +S.q +4�0-- Hw�J *4.4 +4.6 +4.4 +4.2 *4.2 *4.2 +4.4 1.21 +4.6 *45 +4.6 +15.5 q. 4.05 •1 j:e + 11.2 +i + +3.7 +3'.q-- 4.2 +4.2+4.1 +4.1 *4.1 +4.1 +4.2 1.11 +45 +4.4+45 O -e +73 +S.q +a 4.0 �+35 �+56 �+41 i 1: --J *4.0 +4D -1 111- 111 +5.q +4D +4.0 Row 7 +4Z +40 +4-3 + + + + 5.0 ro +,o 4.9 4 1.21 .0 Row 8 + 4.5 4,&+6 Yel 4.1 1.21 J +4.0+4.1 -J +3.q 4.0 +3.q *S.q *3.q +3.q 4.6 +4.1 *4.2 *4.1 L, qrji� 5.1 6 1 Me + + +5.b +6 +3h *3 11 qk) 1.21 1.11 Row 10 + ,0 +4.0 +4.0 5.3 '454.34.2 I wi +73+7 +73,+7 +3 1+qrF-1 -410,11.0 + + 1.11 +4.4:+4 Z:3 4�45 +45 *45 *45 *4.4 4.4 +45 -4.5 +4.6 Oet-, `3.4 rb +40 +4 1+1�Zl+ 2.4 6.6 +-1 23 Row 12 + 4.9 5.3 4.6 121 1.11 1+�-01* +182`125`6.4 + + *63 +63 +5.6 *55 +5.6 *6.2 *625 *5.q 15.4 *52 +55 *6.0 *62 +5.q *5.5 15.1 +5.4 *5.6 +6.0 +6.0 *55 +4.q +4.7 *5.1 +5.6 +6.1 *5.q +50 +5.1 *5.5 +6.0 *6.5 *6.4 +6.0*5.q *6.0 +.5.q +5.b +5.1 +45 +4.2 +4.3 +4.71 *525 +5.b +5.6 *4.b +4.4 +4.2 +4.5 +4.b 15.5 +5.q 153 *5.6 +5.6 +5.q +6.4 +6.2 +5.6 *5.5 +5.1 +5.5 -7+5. +6.0 +6.1 +5.6 *5.0 +4.6 +5.1 *5.5 +6.1 +5.q *5.5 +5.5 *5.4 *5.q +fb.1 *6.2 *5. :3 *52 *55 +6.1 • + ++++ .11 .1 *6.5 +6.0 +55 *5.4 +53 +65 46 + +11.4 +16.1 1 + + 10.1 +-7.5 *6.6 +7.6 +10.1 10S6.0+6.2 +5.b +&q +q.2 +10.�`IIII,5 15.4 +5.6+1.6 +10.dq.q *-1.5 +53 +5.4 *6.4 +63 +10.!�'I +1.0 +6.1 +6.b+6.q +10.7114.6 +-1.4 +6b+6.5 +10.1 +q.4 *6.6 +5.1 +4.6 +43 +5.q *&.I +10.db.q *6.4 +4.q +45 +4.&+6.1 +b.4+10.Y6.q +6.b+62 +-75 +q.q +10.4'62 +65 +63 +-7.7 +10.dIO.I +5.q 15.5 +6.6 +6.q +10.,�&q +65 +5.4 *5.q +-7.b +10.It-1.6 +6.1 +5.q +12 +q.6 + *10h�&-`? +6.7 +6.4 +eo.0+10.4 11. + 6.5 5.8 1.11 1.11 Row 16 + 6.6 127+12 + -+ +11.1 +15A '20.ii-7.2+q.0*6.6+q.7+le,.I+lq.4+10.-i+62+5.6+75+14.-t+21.5+13.e6.q*52+5.-7+1O.Ylb.14+lbj+q.6+5.6+5.1 1.1:1 +6.6+13.7*21.6+15.2+62+6.5+-7.6+13.i6*21.5+15.q+,50+7.1 +11.q+20.:16.4!6.1+5.0+4.3+45+6.2+12.!�'20.il5.1+-1.3+4.&+4.2*4,6+6.5+13-:3*21.1+14.e-75+6.2+q.3+ry.i+iq.q+ii.5+1.o+6.a+10.Ylb.!�+lq.5+IOAt5.q+53+7.1 + *14.+21.4t14.1+7.0+5.2+5b+IOArIqZ+lbdq.5+5.q+5.7+6.1+15.q+21.1*12.q+6.q+6.4+10.elq,-7+IqA,+ + 14.6 1 17A 6.6 1.11 1.01 Stair 1 + 10.8 17.3 16 2.8:1 1.7:1 Stair 2 + 10.8 17.7 6.1 2.91 1.81 Stair 3 + +13. +14.1 +14tR 17.9 `142+14' 4 +1 _IJ ;1 +1 .4 1.81 Stair 4 + NORTH 17.9 7.1 2.51 16:1 Stair Landing 1 M ICI -Et IN M C A L C U. NORTH 5GALE: I/bIl = if -oil E M 0, REFERENCE NOTES: OI LUMINAIRE55HALL BE REMOVED AND 5ALVA6EV TO OHI CIRCUIT TO BE RE -USED FOR CANOPY MOUNTED LUMINAIRE-5. O2 LUMINAIRES WALL BE REMOVED AND RETAINED FOR RE -USE. REFER TO E4 FOR NEW LOCATIONS. Photometric Statistics E Ln V- Ln M 0 Description Symbol Average (fc) Max (fc) Min (fc) Max/Min Avg/Min ADA 1 + 13.9 22.1 7.1 3.11 2.01 ADA 2 + 10.0 23.7 4.8 4.9:1 2.11 ADA 3 + 9.8 21.3 3.8 5.6:1 2.6:1 ADA Landing 1 + 9.7 18.2 5.5 3.31 1.8:1 ADA Landing 2 + 12.5 23.3 4.5 C n.4 U.4.1 2.8:1 Bottom Platform + 8.3 21.6 4.1 5.31 2.01 Box Stair 1 + 7.3 7.5 7 1.11 1.01 Box Stair 2 + 7.6 7.7 7.2 1.11 1.11 Box Stair 3 + 8.1 8.8 7.7 1.11 1.11 Box Stair 4 + 8.6 8.9 8.2 1.11 1.0:1 Row 2 + 4.3 4.5 4.1 1.11 1.01 Row 3 + 3.9 4.2 3.5 1.2:1 1.11 Row 4 + 3.8 4.1 3.3 1.21 1.21 Row 5 + 3.9 4.2 3.4 1.21 1.11 Row 6 + 4.0 4.4 3.6 1.21 1.11 Row 7 + 4.4 4.9 4 1.21 1.1:1 Row 8 + 4.5 5.1 4.1 1.21 1.11 Row 9 + 4.6 5.2 4.3 1.21 1.11 Row 10 + 4.7 5.3 4.4 1.21 1.11 Row 11 + 4.7 5.1 4.4 1.21 1.11 Row 12 + 4.9 5.3 4.6 121 1.11 Row 13 + 5.3 5.7 5 1.11 1.1:1 Row 14 + 5.7 6.1 5.4 1.11 1.1:1 Row 15 + 6.2 6.5 5.8 1.11 1.11 Row 16 + 6.6 6.8 6.2 1.11 1.1:1 Row 17 + 6.8 7.2 6.6 1.11 1.01 Stair 1 + 10.8 17.3 6.2 2.8:1 1.7:1 Stair 2 + 10.8 17.7 6.1 2.91 1.81 Stair 3 + 10.9 17.9 6.2 2.91 1.81 Stair 4 + 11.7 17.9 7.1 2.51 16:1 Stair Landing 1 + 13 16 11.1 1.41 1.2:1 Stair Landing 2 + 10.8 14.3 7.6 1.91 1.4:1 Stair Landing 3 + 10.7 14.3 7.6 1.91 1.41 Stair Landing 4 + 16.4 22.4 12.7 1.8:1 1.31 JTop Platform 1 7.3 1 9.9 1 4.7 2.11 1 16:1 1 FEB 0 6 2015 Original Submittal @ Systems West Engineers, Inc. 2015. The signature in this document is encrypted. Editing this document is prohibited. (OAR 820). eI-;V no f #r Pr801621 'O 7A k 21f CO) Af','s 12_31r SYSTEMS WEST ENGINEERS, INC. 411 high street eugene, oregon 97401-2427 541.342.7210 systemswestengineers.com SWE Project No..- R004.01 File: e3 dp M U E Ln V- Ln M 0 z 0 CM 0 0• 0 • U - • se Ln 0 a) .41.4 ro X U LAJ a. U) LAJ LAJ • J IM J J 0 0 3: U 3: • • z SYSTEMS WEST ENGINEERS, INC. 411 high street eugene, oregon 97401-2427 541.342.7210 systemswestengineers.com SWE Project No..- R004.01 File: e3 dp M U M Ln V- Ln M < 0 CM U - se Ln 0 a) .41.4 ro 0 U 0 a. I 5LEA1.00" SCALE: I/4" = I' -O" In.,- -_,a ui I Jin ,O%iw-% REFER.ENGE NOTE5: 2 OI COORDINATE CONNECTION OF MODULAR PRE55 BOXES WITH PRE55 BOX MANUFACTURER. O2 APPROXIMATE LOCATION OF ELECTRICAL EQl11PNiENT. PROVIDE KINDORF SUPPORT FOR PANEL80ARD AND DISGONNEGT. RESER TO ff4 FOR FEEDER 51ZE5. O PROVIDE CUSTOM MOUNTING HARDWARE TO 5EG1RE LUMINAIRES TO BLEACHERS. ENSURE HARDWARE SEGURCS LUMINAIRE IN PLACE UNDER ALL EXPECTED CONDITIONS. HARDWARE TO BE GORR0510N AND VANDAL. RE515TANT. COORDINATE EXACT HARDWARE WITH BLEACHER AND ARCHITECT. O4 CONNECT NEW LUMINAIRES TO EXISTING LUMINAIRE CIRCUIT. O5 PROVIDE 3 -POINT LACKING, 6ASKETED FRONT COVER FOR PANELBOARD. O6 RELOCATED EXI5TIN6 LUMINAIRE. OO DISCONNECT SHALL 8E LOCKABLE IN "ON" P051TION. GUT CHAIN LINK FENCE TO EXP05E FIXTURE FACE. EXISTING 3' BY 3' ANGLE BEAM 0 OO � ATTACH FIXTURE TO FLAT BAR W/ BOLTS, AS RECOMMENDED BY MANUFACTURER. CAST ALUMINUM BACK BOX POLYE57ER POWDER GOAT NEW 2a 8Y 2' BY A" ANGLE BEAM SECURED TO BOTTOM RAIL AND MIDDLE RAIL WITH U -BOLTS OR FENCE BRACKETS. j1=fENcr= MOUN71 RLE: NOT TO SGRLE NORTH s L E C T� 5GALE: Il6" = V -O° C A L F L O O .R *T-2' SYSTEMS WEST ENGINEERS, INC. 411 high steer eugene3 oregon 97401-2427 51.342.721 b WE Project No.: R004.01 File: e4—fp Z Q � U —� Cr. CL W 0 .J J W 6y� -� 'C 15-�S N wL�'`tn m LJ Ln c O Date Received: FEB 0 6 2015 E4 Original Submittal-,