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Plans (67) CONSTRUCTION NOTES 1. ALL DRAWINGS SHALL BE REVIEWED AND APPROVED BY OWNER AND/OR CONTRACTOR PRIOR TO BEGINNING OF SITE WORK OR BUILDING CONSTRUCTION, ALL J j� B ���•••,,,jjj j J� „d DIMENSIONS AND SPECIFICATIONS SHALL BE VERIFIED AND ANY DISCREPANCIES,ERRORS AND/OR OMISSIONS SHALL BE REPORTED TO SOUTH VALLEY ENGINEERING PRIOR TO MATERIAL PURCHASE AND BEGINNING OF CONSTRUCTION. SOUTH VALLEY ENGINEERING SHALL NOT BE HELD LIABLE FOR ANY COSTS OR DAMAGES INCURRED DUE TO DISCREPANCIES,ERRORS AND/OR OMISSIONS DISCOVERED AFTER CONSTRUCTION HAS BEGUN. BUILDING OWNER: TI GARD H IGH SCHOOL 2. THE BUILDING OWNER AND OR CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY WORK DONE THAT IS NOT SHOWN ON OR DOES NOT COMPLY WITH THESE PLANS. BUILDING LOCATION: 9000 SW DURHAM RD. REQUESTS FOR ANY CHANGES SHALL BE MADE TO THE ENGINEER IN WRITING,AND SHALL BE RECEIVED FROM THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. 3. STRUCTURAL CONCRETE FOR SLABS AND FOUNDATIONS SHALL BE A MINIMUM OF 2,500 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH NO SPECIAL INSPECTION TIGARD, OR. 97224 REQUIRED. FOOTINGS AND FOUNDATIONS SHALL BE CAST AGAINST UNDISTURBED NATIVE SOIL UNLESS OTHERWISE NOTED ON THE PLANS. COUNTY: WASHINGTON 4. ALL DIMENSIONAL LUMBER SHALL BE#2 DF OR BETTER UNLESS OTHERWISE NOTED ON THE PLANS. HIGHER GRADE LUMBER OF SAME SPECIES MAY BE SUBSTITUTED FOR SPECIFIED GRADE. BUILDING DIMENSIONS: 40'X 84' X 16' 5. ALL WOOD IN CONTACT WITH CONCRETE ABOVE GROUND SHALL BE PRESSURE TREATED FOR ABOVE GROUND CONTACT, ALL WOOD EMBEDDED IN GROUND SHALL BE ROOF PITCH: 4 IN 12 PRESSURE TREATED FOR BURIAL. BUILDING AREA/CONST. TYPE: 3,360 SF I TYPE V-B 6, ROOF&WALL WOOD SHEATHING(IF USED)-UNLESS OTHERWISE NOTED ON THE PLANS: ALL ROOF AND WALL WOOD SHEATHING SHALL BE AN APPROVED APA RATED SHEATHING,EXPOSURE I,GRADE C-D,EXTERIOR GLUE,7116"THICK(MINIMUM). EXTERIOR ROOF FRAMING SYSTEM: PRE-ENGINEERED TRUSSES BY OTHERS GRADE SHEATHING SHALL BE RATED FOR EXTERIOR USE. WOOD ROOF SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C.EDGES AND 12"O.C.FIELD. 2X BLOCKING IS ROOF ASSEMBLY: METAL NOT REQUIRED FOR ROOF SHEATHING. WALL SHEATHING SHALL BE NAILED WITH 8d NAILS AT 6"O.C.EDGES AND 12"0.0.FIELD OR AS SPECIFIED ON THE PLANS. 2X BLOCKING SHALL BE INSTALLED AT ALL PANEL EDGES ON ALL WALLS. WALL ASSEMBLY: METAL 7. ALL FASTENERS EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED OR CORROSION RESISTANT. ALL FASTENERS IN PRESSURE TREATED WOOD SHALL BE HOT-DIPPED BUILDING USE: PRIVATE SHOP GALVANIZED OR STAINLESS STEEL. 8. IF PLANS SPECIFY GRANULAR BACKFILL IN POSTHOLE,BACKFILL WITH 3a"MINUS CLEAN CRUSHED GRAVEL TO SPECIFIED EMBEDMENT DEPTH. BACKFILL IN 6"LIFTS AND SATURATE AND COMPACT EACH LIFT. CONTRACTOR/BUILDER: BERKEY-BREWER CONSTRUCTION INC. 9. INSTALL ALL TRUSS BRACING PER TRUSS ENGINEERING. INSTALL TEMPORARY TRUSS BRACING DURING CONSTRUCTION PER BCSI-B10 GUIDELINES FOR POST FRAME ADDRESS: 4734 BUCKHORN CT, SE TRUSS INSTALLATION,RESTRAINT&BRACING DURING CONSTRUCTION. 10. IF SOLID ROCK IS ENCOUNTERED AND THE POSTHOLE DEPTH CANNOT BE DRILLED TO THE DEPTH AS SPECIFIED,THE FOLLOWING CRITERIA MAY BE USED: SALEM, OR. 97317 A. ALL POSTHOLES MUST BE A MINIMUM OF 18"2 AND 30"DEEP AND EIV B. THE SOLID ROCK PORTION OF THE POSTHOLE DEPTH MUST BE A MINIMUM OF 18"DEEP AND ED C. ALL POSTHOLES MUST BE BACKFILLED WITH CONCRETE BACKFILL FULL DEPTH BUILDING DESIGN CRITERIA SHT DRAWING LIST D. THE 6°CONCRETE FOOTING AT THE BOTTOM OF THE HOLE MAY BE OMITTED FOR POSTS BEARING ON SOLID ROCK APR 4 2019 CITY OF TIGARD GROUND SNOW LOAD = 25 PSF 1 C1,0 COVER SHEET BUILDING DIVISION ROOF DEAD LOAD = 3 PSF 2 P1.0 PLAN VIEW WIND SPEED = 120 MPH (3 SEC. GUST) 3 E1.0 ELEVATION VIEWS WIND EXPOSURE = B 4 S1.0 SECTIONS & DETAILS CITY OF TIGARD SEISMIC DESIGN PARAMETERS: 5 D1.0 POSTHOLE, PURLIN & GIRT DETAILS Approved by/PlAn ning Date: L//17/-/PC/ Ss = 0.95; Si= 0.42 6 D2.0 SHEATHING DETAILS SEISMIC DESIGN CATEGORY = D CITY OF TIGARD Initials: 1..� REVIEWED FOR CODE COMPLIANCE RISK CATEGORY = II Approved: jJ l SOIL BEARING CAPACITY = 1,500 PSF OTC: j I BUILDING CODES & REFERENCES Permit#: 3u,z_O i 4 - ®OO 4e 0 Address: c 3 pop %,,, Q or 1 may,,, COVER SHEET -2014 OSSC suite#: f OWNER: Date: ct DRAWING NO.: C1,0 TIGARD HIGH SCHOOL -ASCE 7-10 By: y' �' 1} "�►I t REV.: 0 SHEET: 1 LOCATION:9000 SW DURHAM RD, -NDS 2012 � A' '��T�, PROJECT N0.: 11902034 TIGARD,OR.97224 2/21,9 DATE: 26 FEB 2019 SCALE: N/A DRAWN BY: SA OREGON THE PLANS FOR THIS BUILDING ARE THE PROPERTY OF SOUTH VALLEY ENGINEERING,LLC AND SHALL BE SURRENDERED UPON REQUEST.THIS BUILDING HAS BEEN ENGINEERED TO CONFORM TO THE DIMENSIONS AND ,,,, ^fit, 411`, :? South Valley Engineering BUILDING DESIGN CRITERIA SPECIFIED,AND SHALL BE BUILT ONLY AT THE LOCATION DESIGNATED ON THESE PLANS.ANY CHANGES OR MODIFICATIONS TO THESE PLANS,INCLUDING BUT NOT LIMITED TO BUILDING . ` f� '"fir. ' 4742 Liberty Rd.S#151 • Salem,OR.97302 DIMENSIONS,DESIGN CRITERIA,OR BUILDING LOCATION WITHOUT EXPRESS WRITTEN PERMISSION OR DOCUMENTATION BY THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL RENDER THESE PLANS NULL R. H � .4. Ph.(503)302-7020•Fax(888)535-6341 AND VOID,AND THE ENGINEER WHOSE SEAL IS AFFIXED TO THESE PLANS SHALL NOT BE HELD LIABLE FOR THE STRUCTURAL INTEGRITY OR CODE COMPLIANCE OF ANY BUILDING CONSTRUCTED REFERENCING THESE PLANS UNDER THESE CONDITIONS. www.southvalleyengineering.com RENEWS: 6130139 84.0' 12x° 17.0` 12'-Q" '2^�}" q2'0 12'0" 12' ® © C C 3 X6' WD Ck....: I - 1 0'.0' 1 1 1 1 1 PRE ENGINEERED SINGLE TRUSS DOUBLE TRUSS INSTALL PER DWG S1.0 - — - BY OTHERS TYP EA GABLE END--y I 1 L ] TYP 1 I 10'-0` C © _ _ .r RIDGE . 0 WM. ..... .... IS 40'0" 1 1 r _ 1 1 1 10.0, 1 1 l _ .1 I I I _ - 10 0° ..., B Q Q 0 — T 57.0 TYP 0 3 3c X6' WD© � 13X"2SLIDER OO © ©0 - OO © »© AA e 1 REVISED DOOR LAYOUT 3/28/19 REV DESCRIPTION DATE PLAN VIEW �,� P ROF ' DRAWING NO: P1.0 OWNER:TIGARD HIGH SCHOOL TABLE 1 •� �!•+ ' ! +�/ REV.: 1 SHEET: 2 LOCATION:9000 SW DURHAM RD. HOLE DIMENSIONS + .�� �� Ia�� PROJECT NO.: 11902034 TIGARD,OR.97224 POST SIZE DIAMETER DEPTH BACKFILL NOTES I� GENERAL NOTES 3/2 /1 DATE: 26 FEB 2019 SCALE: 3/32'1=1-0 DRAWN BY: SA 1. ALL POSTS TO BE#2 HF PRESSURE TREATED FOR BURIAL AND ORIENTED AS SHOWN UNLESS OTHERWISE NOTED ® 6X6 - - - NON-STRUCTURAL POST PER CONTRACTOR OREGON 2.UNLESS OTHERWISE DIMENSIONED,ALL WINDOWS AND WALK DOORS MAY BE LOCATED BY THE OWNERICONTRACTOR © 6X6 24"0 6-0' CONCRETE >3,, ✓ j O44 South Valley Engineering IN THE WALLS SHOWN © 6X8 24"0 5'-0' CONCRETE - ' y 9, AO 4742 Liberty Rd.S#151 • Salem,OR.97302 3. EMBED POSTS AND BACKFILL PER DWG D1.0 • © 4X6 18"0 2'-6' CONCRETE INSTALL PER CONSTRUCTION NOTES R Ph.(503)302-7020•Fax(888)535-6341 RENEWS: 6130119 www.southvalteyengineering.com METAL WALL SHEATHING I PER DWG D2.0 I +' TYP ALL WALS 12 1 METAL WALL SHEATHING PER DWG 02.0 1Y „ I I I I I, • # II � ,i EE I 3 A3°X68 WD 10X12 SLIDER A `.0. 40°.0, FRONT EAVE RIGHT GABLE METAL ROOF SHEATHING PER DWGD2.0 METAL WALL SHEATHING _ PER DWG D2.0 4 f 12 fi METAL WALL SHEATHING PER DWG D2.0 ,6-6" HHW 1• 1I ; H I 11 It I I � I � t l : illI I ` , IIILi I IIS 3£X68 WD J I^ 841_0° 401-0" REAR EAVE LEFT GABLE 1 REVISED DOOR LAYOUT 3/28/19 REV DESCRIPTION DATE ELEVATION VIEWS o DRAWING NO.: E1.0 OWNER:TIGARD HIGH SCHOOL '`"�fr401 { REV.: 1 SHEET: 3 Loc"noN'9000 SW DURHAM RD. ..# _. • /8 3 PROJECT NO.: 11902034 TIGARD,OR.97224 3/22/1' DATE: 26 FEB 2019J. SCALE: 3132"=1'-0" DRAWN BY: SA 4), */OREGON ssli 4r° South Valley Engineering <to 4k 9, Z ,kQ 4742 Liberty Rd.S#151• Salem,OR.97302 44 R. g� Ph.(503)302-7020•Fax(888)535-6341 www.southvalleyengineering.com RENEWS: 6/30119 _ *ROOF,PITCH PER ELEVATIONS • ROOF SHEATHING PER ELEVATIONS INSTALL PER DING D2. 2X6 OUTRIGGER TO MATCH PURLIN SIZE PURLIN SIZE AND SPACING PER PLAN ATTACH TO POST Wi 14)"6d NAILS INSTALL PURLIN AND PURLIN BLOCK PER DWG 01.0 ATTACH TO PURLIN BLOCK W'(2)16d NAILS ATTACH EA TP GIRT TO OUTRIGGER TYP EA SIDE OF POST TRUSS,OUTRIGGER PJRLIN PER PLAN W SIMPSON LU26 HANGER teOUTRIGGER BACKSPAN SHALL BE NO LESS AND TOP GIRT -~"'� E � / ir THAN OVERHANG LENGTH ATTACHMENT PER4. }:� 11111111111111111111& - , fir•" DETAIL 1.1 * 12 { tq"` 2X FASCIA-----L„, (` ...+ f 2X4 VIN1 PURLIN BLOCK 1 _�at "�'�'— ' ��'�""� INSTALS 2X6X48 _ONG BEARING x � w+ ATTACH EA TRUSS TO � � BLOCKS TIGHT UNDER EA TRUSS HEEL ATTACH FACE TO TRUSS TOP t'+� ATTACH EA BLOCK TO POST CHARD V (3}16c NAILS POST W 8116d OR 263 NALS 11 ' . TRUSS TOP CHORD ' +� �� Wr(42)16d NAILS ■.�rr�r TYP EA CORNER POST COMMERCIAL GIRTS PER DWG D1.D I TRUSS BOTTOM CHORD (' ENSURE FULL CONTACT BETWEEN BEARING BLOCK PER DETAIL".1 PRE-ENGINEEREDTRUSS AND BEARING BLOCKP EA SIDE OF POST TRUSSES BY OTHERS ATTACH TO POST PER DETAIL i. BEARING BLOCK PER DETAIL 1.2 BEARING BLOCK MUST PROVIDE FULL PER PLAN VIEW COMMERCIAL GIRTS PER DWG D'..0 BEARING FOR TRUSS HEEL CORNER POST �� 2X6#2 DF GIRTS @ 24"O.C. INSTALL COMMERCIAL STYLE PER DWG 01.0 HEIGHT PER SECTION B DETAIL 1.1 I ELEVATION GABLE TRUSS CONNECTION WI COMMERCIAL GIRTS TRUSS ATTACHMENT WITH COMMERCIAL GIRTS VIEWS ' RA " -- P T PAST PER PLAN VIEW { WALL SHEATHING PER ELEVATION VIEWS INSTALL PER DWG D2.0 2X BEARING BLOCK TO MATCH POST IITYP ALL WALLSS WIDTH FREE OF SPITS AND SHAKES BEFORE AND AFTER INSTALLATION BLOCK 2X6(MIN)P.T.BOTTOM GIRT (3)164 NAILS EA END INSTALL 1 (5)3/4"0 BOLTS W/NUT& 4U' 1 �, — FLAT WASHERS EA SIDE A y GRADE ! t {3" 201''MIN 4 4 f 3' 1 NOTE:ALL DIMENSIONS ARE MINIMUM I* 3 DIMENSIONS AND MAY BE INCREASED HOLE 1 t I 1 3" BUT NOT DECREASED _L A POSTHO.E 1 3„ DEPTH PER PER DING 01.0 PLAN VIEW TYP ALL POSTHOLES 1-1,2"MIN I TY -- t P —1-1!2"MIN 1 t ®� DETAIL 1.2 DIAMETER SCALE:NTS -- PER PLAN BEARING BLOCK DIMENSIONS&BOLT SPACING VIEN,'' 4/ SECTIONS & DETAILS 0 /, i'_ ',, DRAWING NO.: S1.0 OWNER:TIGARD HIGH SCHOOL SECTION A ...'',7 '`` I REV.: 0 SHEET: 4 LOCATION 9000 SW DURHAM RD. or I .41 ,- 8 ;: , PROJECT NO.: 11902034 TIGARD,OR.97224 ?1 ; /1,9 DATE: 26 FEB 2019 SCALE: 318"-11-0" DRAWN BY: SA OREGON 'P,, - ) South Valley Engineering `�,° `f 1,- 9. 1 " .( 4742 Liberty Rd.S#151 • Salem,OR.97302 y N R. M �, Ph.(503)302-7020•Fax(888)535-6341 www.southvalleyengineering.com RENEWS: 6/30/19 P .POST ATTACH EA PURLIN TO ATTACH EA PURLIN TO PURLIN PER PLAN PURLIN BLOCK WI(3)164 NAILS ROOF CONSTRUCTION INSTALL(2)16a NAILS IN EA BLOCK W (3)164 NAILS IlkPER DWG D2.0 END OF PURLIN OVERLAP ROOF CONSTRUCTION GRADE PER DWG D2.0 ' ,t CONCRFTE BACKFILL PER PLAN imii..miimoaimmi. ��'r�� � 7 #r • i • - HOLE >,._. 'r INSTALL PER CONSTRUCTION NOTES I • I I DEPTH PER `�S • t• • • I ate INSTALL(10)20o HOT DIPPED GALVANIZED 'W'— IF W, 1 PLAN VIEW ;;: NAILS 2"INTO(2)POST FACES FOR POST AA _ — M PURLIN PER PLAN A A 1 ATTACHMENT TO CONCRETE BACKFILL PURLIN PER PLAN ��� TRUSS TOP� TRUSS TOP '�`�, 6'THICK CONCRETE PAD NCHORD OR RAFTER CHORD OR RAFTER `*—ATTACH 2X OR 4X PURLIN BLOCK DIAMETER ATTACH 2X OR 4X PURLIN BLOCK PER INSTALL PER CONSTRUCTION NOTES TO EA TRUSS TOP CHORD OR TO EA TRUSS TOP CHORD OR PLAN VI RAFTER Wl(2)16d NAILS RAFTER W/(2)16d NAILS DETAIL 1.2 DETAIL 1.3 DETAIL 1.4 POST EMBEDMENT DETAIL CONCRETE BACKFILL PURLINS STACKED AND BUTTED PURLINS STACKED AND OVERLAPPED ATTACH EA PURLIN TO TRUSS TOP CHORD OR RAFTER W POST SIMPSON LU HANGER OR EQUAL 1 SEE NOTE 2 klikk ROOF CONSTRUCTION , INSTALL 2X BLOCKING `\ ' PER DWG D2.01111,4 TIGHT BETWEEN GIRTS � - ,-�• �-� r�i �.�■� ATTACH EA BLOCK TO 1. POST PER DWG 51.0 - A POST VV (6)16a NAILS • t ATTACH EA GIRT TO POST WE(3)164 NAILS . PURLIN PER PLAN TRUSS TOP CHORD OR RAFTER INSTALL 2X BLOCKING BETWEEN ATTACH EA GIRT BE POST TRUSS TOP CHORDS AT EA PURLIN ATTACH EA GIRT TO DR FULL LENGTH BEARING ATTACH BLOCKING TO EA TOP BLOCKING W�(3)16a NAILS BLOCK W'SIMPSON LU24 JOIST HANGER AS SHOWN CHORD W1(2)16d NAILS 1r . ` WALL CONSTRUCTIO ""1I ►111111111 ju.r PER uWG D2.0 WALL CONSTRUCTION PER DWG D2 0 11111 1 SECTION 1-1 SECTION 1-1 FROM DETAIL 1.7 DETAIL 1,5 DETAIL 1.6 DETAIL 1.7 DETAIL 1.8 PURLINS INSTALLED WITH JOIST HANGERS FLAT GIRT INSTALLATION COMMERCIAL GIRT INSTALLATION ALTERNATE COMMERCIAL GIRT INSTALLATION POSTHOLE, PURLIN & GIRT DETAILS , ,,' ,► // DRAWING NO.: D1.0 OWNER:TIGARD HIGH SCHOOL yd".1'i LOCATION: • ; f* ' REV.: 0 SHEET: 5 9000 SW DURHAM RD. • 8 �" PROJECT NO.: 11902034 TIGARD,OR.97224 GENERAL NOTES /2" 19 DATE: 26 FEB 2019 SCALE: NTS DRAWN BY: SA OREGON 1. HALL NAILS OT-DIPPED GALVANIZEDE TREATED LUMBER SHALL BE ,,,`"e,,1� �q`" South Valley Engineering 4742 Liberty Rd.S#151 • Salem,OR.97302 2. IF PURLIN DEPTH EXCEEDS TRUSS TOP CHORD DEPTH,USE 'V R. Ph.(503)302-7020•Fax(888)535-6341 SIMPSON JB TOP FLANGE HANGER OR EQUALRENI WS.6/30/19 www.southvalleyengineering.com PURLIN PER PLAN r GIRT PER DWG Si.0 INSTAL.*X I SCREWS Wr METAL BUILDING INSULATION MBI •-- (OPTIONAL•SEE NOTE 1) I ) _w__' PAINTED OR GALVANIZED 29 CA MINI NEOPRENE WASHERS @ 9"0 FIELD _ l PLACE SCREWS NEXT TO EA TYP IN ROOF RIBBED METAL SHEATHING LARGE RIB AS SHOWN / mmi/ mAR, mi. A.. PAINTED OR GALVANIZED 29 GA(MIN) RIBBED METAL SHEATHING OVER MBI (IF INSTALLED) ATTACH METAL SHEATHING PER DETAIL 2.3 __•_ •� _ ROOF FRAMING ATTACH METAL SHEATHING PER DETAIL 2.3 --",,— DETAIL 2.3 DETAIL 2.1 DETAIL 2.2 SCALE X2 METAL SHEATHING ATTACHMENT ROOF SHEATHING WALL SHEATHING STANDARD SCREW SCHEDULE SHEATHING DETAILS PROFS - DRAWING NO.: D2.0 OWNER'TIGARD HIGH SCHOOL �, / :.i-AA , REV.: 0 SHEET: 6 LOCATION'9000 SW DURHAM RD. r P/ ` PROJECT NO.: 11902034 TIGARD,OR.97224 212 t1') DATE: 26 FEB 2019 SCALE: NTS DRAWN BY: SA OREGON ' GENERAL NOTES �fi Ur ���,`t,O South Valley Engineering 1. METAL BUILDING INSULATION IS NOT REQUIRED BUT IS RECOMMENDED h$ 9" 4742 Liberty Rd.S#151 • Salem,OR.97302 TO REDUCE OR PREVENT CONDENSATION 11/ R Ph.(503)302-7020•Fax(888)535-6341 www.southvalleyengineering.com RENEWS: 6130/19 co g >° o 3 TIGARD HIGH SCHOOL SOFTBALL FIELD ENCLOSURE ADDITION _ m 6: c a a PREPARED FOR: ,g wLL CITY OF TIGARD, WASHINGTON COUNTY OREGON0 Z,10 Iv SECTION 14, TOWNSHIP 2 SOUTH, RANGE 1 WEST �"`'0, i a. = i 3 4 . GENERAL DEMOLITION NOTES /PORTLAND �I 1 0-m F 1. NOTFY ENGINEER FIVE(5)BUSNESS DAYS BEFORE COMMENCEMENT OF WORK. ,I 2. LOCATION OF EXETNG UTLITES ARE BASED UPON AVALABLE NFORMATDN.IT B THE CONTRACTOR'S RESPONSE LIEYTO FELD SHEET INDEX iv, �VERFY DEPTH AND LOCATION OF EXBTNG UTLITES PR DR TO CONSTRUCTION AND NFORM THE ENGNEER OF ANY DBCREPANCES N THE PLANS.CALL FOR LOCATES AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF GRADES(1-800-332-2344). C1D EXBTNG CONDITDNS&DEMOLITION PLAN 3. THE CONTRACTOR SHALL AT ALL TEES ABDE BY APPLCABLE SAFETY RULES OF OSHA. C2.0 SITE,UTLITY&GRADES PLAN ����`� � 4. THE CONTRACTOR SHALL AT ALL TEES ABIDE BY ALL APPROPRIATE CODES.LAWS AND REGULATIONS THAT GOVERN CONSTRUCTON FOR EROSION AND SEDIMENT CONTROL AND TREE 'till dar NI WITHN THE CITY OF PORTLAND. PROTECTDN PLANS,SEE TIGARD HUH SCHOOL MPROVEMENT 72000 PACKAGE FOR THE SITE,SHEET 5. THE CONTRACTOR B RESPONSBLE TO REPLACE ANY SURVEY MONUMENTS THAT ARE DISTURBED DUE TO CONSTRUCTION. ESC2 i -,a°' 6- ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION DOCUMENTS AND PROJECT SPECFCATDNS. 940.---Ii. �� Z 7. THE CONTRACTOR B RESPONSBLE FOR MAKES ARRANGEMENTS FOR NSPECTION AND TESTES. i 1 n/ B. THE CONTRACTOR SHALL NOTFY THE CITY NSPECTDN DEPARTMENT 24 HOURS PRIOR TO CONSTRUCTION.CONCEALED • . /�� #004,11111 _I LL D CONSTRUCTDN WITHOUT THE REQUIRED EXPOSURE SHALL BE SUBJECT TO INSPECTION AT THE CONTRACTOR'S EXPENSE. • 9. SGNFDANT VARIATION AND DEGREE OF EROS CN CONTROL EFFORT WLL BE OCTATED BY WEATHER CONDITIONS.THE DEVELOPER ,-c — — O �Wa AND CONTRACTOR SHOULD BE PREPARED TO PROVIDE EXTRA EROSION CONTROL PROVISOES AND EFFORT DUTIES WNTER AND WET /a PROJEC A tIll O WEATHER CONDITIONS BEYOND WHAT B REQUIRED DURING SUMMER AND DRY WEATHER CONDITIONS.FEE CRANED AND — '' N s^ / LOCATIO — UNCONSOLDATED SOLS ON GRADED SLOPES MAY BECOME UNSTABLE WHEN SUBJECT TO EXCESSIVE MOISTURE. ,. I I— O I-•- 10. DEMOLNHWEMOVAL NOT SPECFDALLY LISTED,BUT REQUITED TO COMPLETE SITENTLITY AND GRADES PLANS SHALL BE THE U RESPONSBLFY OF THE CONTRACTOR. - -................................................. CINITY MAP O VI U I� 11. ALL CONSTRUCTION DEBRIS TO BE REMOVED FROM SFE AND RECYCLED/DISPOSED OF ACCORDNG TO LOCAL REGULATONS. '' 5 5 z ,. \ , SCALE:NTS 2 o,. 60 . EXISTING LEGEND 0 Q PROPERTY OWNER- BENCHMARK I BASIS OF BEARING -..-- 444- • EXIST NG MAJOR CONTOUR +'99------ EXBTNG MNOR CONTOUR TIGARD-TUALATN SCHOOL DBTRCT ELEVATION DATUM WASHINGTON COUNTY(NGVD 29) .- �T% - \ %0114 __ Z 0 6960 SW SANDBURG STREET BENCHMARK:#179 1-3/8"BRASS DISK '- --- EXBTNG BOUNDARY LNE TIGARD,OREGON 97223 LOCATON:SET N EAST CURB OF SERENA COURT,47' • '- — — — — — •- 30'BU LONG SETBACK LEE D • SOUTH OF THE CENTERLNE OF SW DURHAM ROAD - \ - x • SOFTBALL FENCE CO Z STREET ADDRESS ELEVATION 19959' s0% \ 0 0 • BULLPEN FENCE Z ' U BASE OF BEARING WAS DERIVED FROM THE FOUND (�-w�� _ TGARD HGH SCHOOL AND HELD MONUMENTS MARKING THE CENTERLNE S I .'+ - 0 CO i 9000 SW DURHAM RD, OF SW DURHAM ROAD PER US.B.T.003,PAGE 508, - ' BOUNDARY FENCE S � STORM DRAINAGE LEE L�� TGARD,OREGON 97224 BENS NORTH 89°49'44"EAST. c0 _ _ I - \ .... STORM DRAINAGE LEE r O Z APPLICANT .�w - UNDERGROUND ELECTRCAL LNE Q j SITE INFORMATION / � • . _ _ — — — - BULDNG FACE Q TCARD-TUALATN SCHOOL DBTRCT LOCATED N SECTDN 14,TOWNSHP 2 SOUTH,RANGE 1 - BULONG OVERHANG LNE Z 6960 SW SANDBURG STREET /'(`Z go \ I F\ III EXISTING ASPHALT SURFACE O = < o TGARD,OREGON 97223 WEST,WILLAMETTE MERDEN,CITY OF TIGARD, . .,✓J} WASHNGLON COUNTY,OREGON. PHONE.5034314000 • _ F D a - EXETNG CONCRETE SURFACELU CONTACT:ERNE BROWN,SUPERINTENDENT SITE TAX LOT:25114-8-800100 ,,., ............ .... ,. 1 S a 0 SITE SEE:435 ACRES 5-,E .. ( '. EXISTING GRAVEL SURFACE ZONES DESGNATCN:LOW DENSITY RESIDENTIAL ENGINEER/SURVEYOR PRANNING ETRCT(CHO / • ' - • EX ROCK GALLERY I— < IY 0 PROPOSAL:PUBLC SCHOOL IMPROVEMENTS . Cl) 6720 SW MACADAM AVENUE,SUITE 200 O /-^� 4 •° - STORM CLEANOUT `I� Q PORTLAND,OR 977219 /`' ftl..JJt /: • I -� ■ • • AREA DRAN X v f° — PHONE:503419-2500 0 STORM DRAIN MANHOLE W 1 F F- FAX:503419.2600 CONTACT:MATT LEWIS,PE I W - RRGATCN CONTROL VALVE / 0 0 - UNKNOWN JUNCTION BOX BOLLARD m '.,,/ s.` I DECIDUOUS TREE — DEMOLITION KEY"NOTES 0• "'� REMOVE EXETNG SOD AND TOPSOL TO A DEPTH OF 6•NCHES ° WFHN HATCHED AREA,REMOVE ANY RRGATION EQUPMENT AND 0) HEADS AND RETURN TO OWNER.CUT AND CAP EXISTING r O _ • R MOVE E COVERING THIS AREA. O {{{''''''``````��y • • I/. e El REMOVE EXETNG CHAN LINK FENCE BETWEEN THESE TWO POINTS N • '_ 0-,, EWES IO'STORMWATER PPE. N 0 • • • N EL EXETNG STORMF ITER TREATMENT MANHOLE. 8 U I tl $ EXETNG CHAN LNK FENCE.PRESERVE,EXCEPT WHERE IND GATED. W Si ,I •4% ' EXETNG CONCRETE,PROTECT. y • o © El * © * /\ / SW DURHAM RDc_ III CL Et, _ _, _ Ileo\ CD �� % � ��i , o,. • VP ■IunujBuei ■ UuLr�,: I Z EPEDPFOFEss �-1 Y-. //••��11 11Tc. IBNNEPt 1 0 SVS F,N61NEFq/Oy9,i 7 ©. _ •u o QUV l.l\,t! !�., S■1 ITT ^ u�-. __ = . 78fi2 Ma_ ('�' V 1 SCALE:1'=20' 1 1��/ Man Le.11 v `l // . � .S ) V 2019 O2 z0 w Ai:, � Mill .� �/ W 1• G 75-"-'' II �`� � 20 10 0 20 a I� �����✓�,V' ¢ m 'N 0° S 0 40' 6 // / °zNm I : m 9J7HEIN C�\-V" z I� 1.1 j W w + ♦ co3RENEWS.12(41R°ZO mmaoL 03 LL vavE i 0 Ii 1— y J III H DATE S02E0E019 111 ; M- I itAllfr. PROJECTPROPOSE DESIGNED v zg <o 0 30'sETBACK 0 0 0 0 0 0 I LOCATION Y PROJEC# 2171269010 CHECKED I � 0 �� 0 OREGON UTILITY E.1 S IRRIBASON IRRGATRN ` L___ ig SKEET TELE IRRIGATION CONTROL m m IMITATION NOTIFICATION CENTER J O 0 OL m VALVE COv°0L m 1.800.332.2344 EXCON.&DEMO.PLAN • o; C1 , SFEET NUMBER Cl .0 LLI I • ``8P ORE Y��� KEY MAPH C LL SCALE:NTS r^ V' LAND USE • t SOFTBALL ENCLOSURE LL C a--s ROOF DOWNSPOUT.SEE y, ,l a 2 +$ ARCHITECTURAL DETALS. ", / 2 y 6'CAST RONCAP.CUT HOLE TO ALLOW O LL DOWNSPOUT TO PENETRATE WITH 1/8'CLEARANCE. - -- — — sn 5Q Q >� 80 a• \ 1 o O N CLEANOUT MINN FNBH GRADE '16-` 7'''''-.:_.7.... Z S w 2'OFBULDNG 4'�� '�.E.� • u g v 5J \ \ \ \ \ FOUNDATION PER ENCLOSURE .' xc fi;,.•. -�`- - 6"MN \ \ \ BULDNG PLANSCD ` \\ CJ`Qr'w 6"PVC SOR ` ........-. 17 MN. 35 TYP. � _ - _. PROVDE ...---... - 0 A,FBTNGS AS `, - \ REQUIRED (j��-ems\fj i NOTES .. v" �\ a" 1. COORDNATE DOWNSPOUT LOCATORS WITH BULDNG CONTRACTOR.NO OFFSETS ALLOWED. ' CO 2. ASPHALT PAVNGADJACNTTOPVC SHALL BECOLD MIX TOPREVENT MELTNGPPE. 0 " > a 3. CONTRACTOR SHALL COORDNATE BLOCK OUTS FOR FOOTNGS AS NECESSARY WITH ARCHITECTURAL AND STRUCTURAL PLANS. ` "'"" ' •1 ' O 4. PROVDE CLEANOUT AT ALL DOWNSPOUT CONNECTIONS.SEE ARCHITECTURAL PLANS FOR LOCATION AND NUMBER OF DOWNSPOUTS. e �1 5. CONTRACTOR SHALL PROVDE CARSON BOXES OR EQUAL,WITH UNGASKETED CAPS N SOFT AREAS AND TRAFFCBEARNG N PAVED U AREAS FOR ALL CLEANOUTS. �/ 6. FOR ALL DEPTHS OF COVER LESS THAN TWO(2)FEET,PPE MUST BE SCHEDULE 40 PVC.FOR DEPTHS OF COVER GREATER THAN TV/O(2) / LL- FEET,FLE%BLE PPE MAY BE USED.REFER TO SPECPCATENs FOR ALLOWABLE PPE TYPES. I 14 z T. A WATERTIGHT CONNECTION SHALL BE MAMANEO WITH ANY TRANSITION FROM SCHEDULE 40 PVC PPE TO ANY OTHER PPE TYPE r^ 8. THE DOWNSPOUT COLLECTOR DRAN SHALL BE NSTALLED BEFORE THE DOWNSPOUTS ARE NSTALLED ON THE BULDNG.SITEWORK / I ��•,. Z W V CONTRACTOR SHALL BE RESPONSBLE FOR ALL WORK. "l Q i J OROOF DOWNSPOUT CONNECTION / W /�/1�'� SCALE NOT TO SCALE / : V O i "'� EX6TNG SURFACE GRADE - - Z CO ill a F— I ry�� ,, 4 \ 314"-0'CRUSHED ROCK N [ + f J z BACKFLL ABOVE PAVED AREA „Jf PPE ZONE 'Ij GRANULAR BACKFLL OR • Q O S APPROVED NATNE a F— `E MATERIAL N AREAS �� J Q 1. oc — OUTSDE OF PAVEMENT 1 • • ' . - QI 0 _ E fi'HDPE:17435 •-0•:2-,,,•00 EX6TNG MATERNIWe ooco I, grik © 657 IX:(179.28) M <_ fi PPE ZONE 18'MN: — — — — — — ` s _ ---- - baassetti f ��� rte) 5� ;moo i" 1 �: �~��, MATCHLINE—SEE SHEETESC2.0 0� I I 1 1 — — MI MNIMMI„_, calix , HINx „_, ..� I �, x 1 721 NW 9TH Ave Suite 350 I •tea 0a ill!! E C HH xH x x / - _ 1 -� Portland,Oregon 97209 • • I; fii 8� di = l ”' `%,I 31-11 1 \ J 1 CCIVIL ardnoNGINEER&LANDSCAPE —1 L� •o i 1 a �) „'^.. ,' - ••,Io-- ' 2 PortMn4 OR 97219 Ave Suite 200, Or 11 Iii i T(W3}419 2500 •1 i I '�I ; �i O 0 II 1 STRUCTURAL ENGINEER Catena Engineers 1500 NE hong SI,Suite 412 Lu 1 `�1 I IO Portland,OR 97232 o ..." 1 'I '.-ie 1 ; c.47 .,; 1� 1 T(503H674980 N1. + ` '� .y O I ,c.I,' \. I PLUMBING MECHANICAENGNEERL �AL& / + • II �, + 1 900 SWBF#h Ave.,Suite 1600 Pa16nd,OR 97204 KEY MAP ;' \�� 1 { r 503}227-5280 SCALE.1=400' r II - f t�+v� I —— 1 y ; FOOD SERVICE CONSULTANT + +, I _ , /I _ Webb Foodservice Design il . S R 1 3700 SE Lafayette Cl. `!l 11 LL 6 J 1 Portland.OR 97202 0 ,'F�+, 0 I ...4,11_ 1_,_..., v a E T(SD3}236.6566 a + 0 (*1 ° O O "+ F N ' ACOUSTIC&AV CONSULTANT y - .. 0 0o I a • 0 The Greenbusch Group 0 �, 1 1900 W.Nickerson St,Suite 201 Seattle,WA 98119 O I SOFTBALL IMPROVEMENTS I 0 5 1 T 206378.0569 _ L UNDER SEPARATE PERMIT f 0 0 0 I — H COST CONSULTANT Construction Focus 740 Alratlen St. .1.". 1 I Eugene,OR 97402 T 541.686.2031 • x LEGEND j I I s J ; LIARS OF DEMOLRpN` I EXISTNG GROUND CONTOUR(1 FT) 199 IEXISTING GROUND CONTOUR(5 FT) zoo Y J .I / \ REVISIONS DATE 0 PROPOSED GROUND CONTOUR(1 F) iso - ' Q ' a !^ PROPOSED GROUND CONTOUR(5 FT) 200 1 1 I- . , J — , I e ii Ir W CEIrChIPO PORTLAND SEDIMENT BARRIER —X X /; -- - - - -- ' c�s,..«cow.vE,srEmo.PORTA.OR 97218 R ORANGE CONSTRUCTION FENCE 0 0 /� , , m reo �s_z�o E,a-r��.,exno / , � � ,��Q,ED PROFESS TREE PROTECTION FENCE 0 0 o LU w ,`HC E-4 EDy9 /�, ` -- , ——— ICC `�. 78626PE r STAGING AREA ; 1/� rtu��E7:.:.rvr0' '`1 _ \\\\ �1 O( �7 -- r e\ ® r��---'1� _, SO •J■. —— Al Matt Le.. 2019.0220 0 CONSTRUCTION ENTRANCE • i�� .; y( \\`\\\a -I jrHfW C �F• • •._���.LI•���3.4� 'rr ` U aENFVS'.12/3112020 P. 0 INLET PROTECTION /� - ��` N LU TIGARD TUALATIN SCHOOL DISTRICT IDRAINAGE FLOW DRECTON /� _ 5 - • .�, \ X TIGARD HIGH 1 / I 1i O �_ —_� —•G�' X 0 m SCHOOL O GUT AREA — — - ` \��\ LL MODERNIZATION l-i O FLL AREA . . •:1, '�` + + + �,\ U) Q CONCRETE WASHOUT V) v I \/ �, II O ....■ \\ % \ 9000 SW DURHAM RD. /J�\ TGARD,DR.91224 /�O \ \ w JOB NO: 1899200 '� 50 /, i \ ® GSUE DATE: FEBRUARY 20,2019 SOFTBALL ENCLOSURE '�� \ \ -- 2GRAVEL PATH ♦ \ // Jurisdiction Stamp Area / IAPROVEMENTS .� r" ♦ 1 i� �� STORM LATERAL (.J� ammosommi--�+�_ —DOG OUT�r�- /f - ♦ ♦ \\// I 0 (COLLECTS ROOF DRANAGE) • I 0SOFTBALL D ^ ING S. I —� �;, AREA OFDEMCLRON—� EN LOSURE i f / V 0 0 _- - - - - — — - - 0 1— ®a x xDarr U � "" '� ,; . � d —`O— Q �O�O������OO����� �0„....„...„....,____...„_,_77,__a_.____._ rr r.', � 12 GRADING, STREET ------------ I - -- - -.E----&-.w--- - - _=== s=�= -�--_ - �'� �` & UTILITY L --r- _ — `LIMITS OFWORK NOTE: STANDARD NOTES: M. z CONSTRUCTION 0 ESC PLAN - SOUTH CONTRACTOR TO COORDINATE LAIRS OF WORK WITHIN THEIR SCOPE SEE SHEET ESC0.1 FOR. TO MEET INTENT OF EROSION AND SEDIMENT CONTROL PLANS. • PRE.CONSTRUCTON,CLEARING,AND DEMOLITION NOTES . • GRADNG,STREET&UTLITY EROSION&SEDIMENT CONTROL NOTES SCALE 1,40' CD • EROSION AND SEDMENT CONTROL BMP NPLEMENTATON Q 40' 20' 0 4R