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Plans (21) CMS2O 19 -00002 OFFICE COPY OFFICE COPY TTSD MODULAR CLASSROOMS TWALI i Y MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS RECEIVED TIGARD, MAR 112019 Y OF GENERAL SITE NOTES GENERAL UTILITY NOTESTIGARD R,,,,CIT,YOF ,,,,rv,,, 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORDr' ° 1 FO • • H Mart() SW COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE l � NitIdge+vood SW Cdgewood St CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. UTILITY IMPROVEMENTS .t ° - !.. WITH THE SITE CONDITIONS PRIOR TO BIDDING. FROM PREVIOUS PHASES OF CONSTRUCTION SHOWN AS DESIGNED FOR CONTEXT. , t - So # • CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES - '�i •••=m4, f �` ', SW Hillview St 2, CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO PRIOR TO COMMENCING CONSTRUCTION. J•1•Li.1.l.i.l.l.l•ti•I l,l,l.l.l.l.l.l- �� o * _ . - ,,. •- \/ , � SkY EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT 1 o- �� . tip.•" 0 0 0 ° co GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING ' p .�_� Thrift Store O ? PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS I ' = ° p tel' DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. SECTION OR ANY OTHER SECTION. _ ly I-4/ . / ,. • ' • '. SW McDonald St SW McDonald St SW McDonald St SW McDonakl St SW McDonald St SW McDonald St 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW _ CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE _ ii - • �/ % 0 (.44' o CONSTRUCTION. PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR % _ F., f '' • • PROJECT SITEFITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE _ , 1,,,) s ' i x. o Hall Boulevard fa 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL FOR PROVIDING A COMPLETE AND WORKING SYSTEM. 1 fi / a . m` i° Baptist Church-- L' e. PROJECT SITE HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 'L : O • Ln SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. THOSERULES ARE SET FORTH IN OAR S TWALITY ii ,�, **1' ,,,;;: SW Mountz' •°-',i OREGON UTILITY NOTIFICATION CENTER. ;z �. 4 do 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF t> 0 MIDDLE 1' ' {" 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL .Q O 1/ SW Greerrw THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE _= 4 SCHOOL !/ 4> , ha LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST _� •�`� `% CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN AS GOOD OR .� ._ �, NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES �' °d `�' BETTER" CONDITION. IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE -- ' s t i �` 0 �� • # o 411P ep THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES - Jo ++? I 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE = • - >,�,MAY BE ACCURATELY LOCATED. p =K-; -. . rt z St SW Inez St SW tnsz St CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY /44 a. _ o SW Inez St ADHERED TO IN THE PERFORMANCE OF THE WORK. ., , ` . e - - - c,0 5. CONTRACTOR I5 RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND Q avb - T� • STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, �'` _ - �� -7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT AND AVOID DISRUPTION O ° - -•OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. \ - Ill _1,- - • SW Pembroo1 St Ty CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY l i OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. TEMPLETON mg �� .t>," 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE �� % S • a - SW Pinebrcwk Dr SW Plnebrook pt LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY . 16 : ELE ; NT,�,.RY 1 J 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE p TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE . i7 10��,� .., 1 SCHOOL ,' -/1 '' - SW Murdock St SW Murdock St 4: STANDARD REQUIREMENTS OF THE CITY OF TIGARD. \ , �1 SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO SSW M DOCK STREET _ s // James Templeton ADDITIONAL COST. 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. i""1I - ` r. = F • ' ',,i 4 ' /` / _e Elementary School( eckla Dr PI t 8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE - �• • • / i �/ ••GENERAL GRADING NOTES UTILITIES UNLESS OTHERWISE INDICATED. e 4 i �/ • \ $ ,� • sW ' ,, 01 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, i l / � r�� 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. SOME WORK HAS FRAMES AND COVERS, ETC. TO FINISHED GRADE. OCCURED SINCE THE SURVEY WAS COMPLETED AND IS SHOWN ON THE PLANS -• .] raw.. a L/_. L . ? f ..,c; '..° com AS DESIGNED FOR CONTEXT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD c ady Marr, j D . �i VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES , > > �, y n (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW o `D• > m ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT • SW Sariler St SW Sattler St SW Sattler St SW Sattler Si SW e AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. • - OCCURS. '• 51i1 Hoodview Dr $1N 8raeburr 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THErs FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. o it) SW LodiL ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. • , . }deq 1, 111'ller.-. 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS 12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL �,a 4` SW Bellflower 5t SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH ANDi'- ff.4111414.• � ' ' - cn OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING i I � I , ` $� � SW PI la WALLS AND DOORS. SUBMIT TO ENGINEER AND ARCHITECT. s o peen Ln Sig _ • .0-#, w ` • / , `i The Church of . •A, 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. 00490, "WORK ON EXISTING SEWERS AND STRUCTURES". GENERAL SITE ARRANGEMENT VICINITY MAP City of Tigard Erosion Oontr' 5. ALL EXISTING LANDSCAPED AND UNPAVED AREAS WHICH ARE DISTURBED BY 14. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF SCALE: 1" = 150' SCALE: 1" = 500' To Schedule Inspections: CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN Call (503) 639-4175 AND RETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE Initial inspection: AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. Prior to tooting inspection LAWN AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED Final inspection GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK 15. ACTUABASEDLONNES AND COORDINA COORS SHALL DINATES, NSIOSEANDKED BY A BEARINGSQ DI IFIED ATED ON SURVEYOR, Prior ABBREVIATIONS SHEET INDEX Priortofirsalbuilding inspection SURFACING. CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE AC ASPHALT CONCRETE MIN MINIMUM NOTICE TO EXCAVATORS: SHEET CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, AD AREA DRAIN N NORTHING SHEET TITLE APPROX APPROXIMATE OF OUTFALL ATTENTION: OREGON LAW REQUIRES YOU NUMBER CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO BLDG BUILDING OF OH OVERHEAD TO FOLLOW RULES ADOPTED BY THE C0.0 COVER SHEET DEWATERING OF WORK AREAS DURING CONSTRUCTION. CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING CBL CATCH BASIN / OREGON UTILITY NOTIFICATION CENTER. ALIGNMENTS CAN BE CONSIDERED, PROVIDED THAT LATERAL SERVICEP/L PROPERTY LINE THOSE RULES ARE SET FORTH IN OAR C2.1 PORTABLES SITE PLAN 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING CONNECTIONS CAN BE ACCOMMODATED AT THE MODULAR UNITS, AND A MINIMUM CL CENTERLINE PP POWER POLE 952-001-0010 THROUGH OAR CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND PIPE SLOPE OF 0.5% IS MAINTAINED ON GRAVITY LINES. CO CLEANOUT P.U.E PUBLIC UTILITY EASEMENT 952-001-0090. YOU MAY OBTAIN C2.2 TEMPORARY PARKING LOT SITE PLAN CONC. CONCRETE PVC POLYVINYL CHLORIDE COPIES OF THE RULES BY CALLING THE C3.1 PORTABLES GRADING PLAN COMPACTION OPERATIONS. COTG CLEANOUT TO GRADE RD ROOF DRAIN CENTER. o 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY SURVEY NOTES CP CONTROL POINT R.O.W RIGHT-OF-WAY (NOTE: THE TELEPHONE NUMBER FOR C3.2 TEMPORARY PARKING LOT GRADING PLAN MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, DIP DUCTILE IRON PIPE o S SLOPE (FT/FT) THE OREGON UTILITY NOTIFICATION C4.0 UTILITY PLAN 0 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY E EASTING SD STORM DRAIN M CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON EXIST./EX EXISTING SDMH STORM DRAIN MANHOLE CENTER IS {503)-232-1987). C5.0 DETAILS RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE FDC FIRE DEPARTMENT CONNECTION 3 SURVEYS AS REQUIRED BY STATE LAW. PLANS. FG FINISH GRADE SST SANIT POTENTIAL UNDERGROUND FACILITY OWNERS C6.1 PORTABLES EROSION AND SEDIMENT CONTROL PLAN -° FH FIRE HYDRANT SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE C6.2 TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE o PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS FND FOUNDATION ST STREET Dug , Safely. C6.3 EROSION AND SEDIMENT CONTROL DETAILS TION LAYOUT. SEE SHEETS G GUTTER STA STATION PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY C2.1 FOR PROJECT CONTROL INFORMATION. GB GRADE BREAK Ln O, AROUND STOCKPILE. STD STANDARD Call the Oregon One-Call Center A1.0 CODE SHEET i.r, GL GAS LINE TC TOP OF CURB 1-800-332-2344 El SYMBOLS, LEGENDS, & ABBREVIATIONS - ELECTRICAL o 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE Q 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE GV GATE VALVE TG TOP OF GROUND I` VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO HP HIGH POINT TP TOP OF PAVEMENT E2 SITE PLAN - POWER IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES i BEGINNING CONSTRUCTION LAYOUT. IE INVERT ELEVATION o STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES INV INVERT TYP TYPICAL EMERGENCY TELEPHONE NUMBERS E2A PORTABLE 6 - COMPUTER LAB CONVERSATION - POWERE AND DATA SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED W WATER 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - IRR. IRRIGATION WM WATER METER E2B ONE-LINE DIAGRAM - ELECTRICAL COORDINATEi SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE LP LIGHT POLE WV WATER VALVE NW NATURAL GAS 0 DIMENSIONS SHALL HOLD OVER LOCATION. NOTIFY THE CIVIL UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. E3 DETAILS - ELECTRICAL 0 SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. MH MANHOLE M-F lam-bpm 503-226-4211 Ext.4313 AFTER HOURS 503-226-4211 E3A SCHEDULES ELECTRICAL m 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING PROJECT CONTACTS PGE 503-464-7777 T1 SYMBOLS, LEGENDS AND ABRREVIATIONS - ELECTRICAL THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND CENTURYLINK 1-800-573-1311 ° PROVIDING DUST CONTROL AS REQUIRED. OWNER: CITY BUREAU OF MAINTENANCE 503-823-1700 T2 SITE PLAN - TECHNOLOGY TIGARD-TUALATIN SCHOOL DISTRICT ELECTRICAL ENGINEER: ARCHITECT: CITY WATER 503-823-4874 T2A TYPICAL PORTABLE TECHNOLOGY PLAN > 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS 6960 SW SANDBURG STREET PAE ENGINEERS DOWA VERIZON 1-800-483-1000 T3 TECHNOLOGY DETAILS �; ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND TIGARD, OREGON 97223 522 SW 5TH AVENUE, SUITE 1500 907 SW STARK STREET IN WITH ADJACENT LANDSCAPING. TEL: 503-431-4016 PORTLAND, OREGON 97204 PORTLAND, OREGON 97205 CONTACT: DAVID MOORE TEL: 503-226-2921 TEL: 503-226-6950CITY OP TIGARD OFFICE COPY CONTACT: MICHAEL LOPEZ CONTACT: REBECCA GRANT REV 1r.wFOR CODE C+DMPLIANC$ 1 ° CIVIL ENGINEER/PROTECT MANAGER: Approved: I CO KPFF CONSULTING ENGINEERS PROJECT MANAGER: CITY OF I- 111 SW FIFTH AVENUE, SUITE 2500 DAY CPM OTC: I I - ~ o PORTLAND, OREGON 97204 12745 SW BEAVERTON RD, #120 Permit#: t'h,C q 'C7 0 0 TIGARD 1 0) co Approve b Planning TEL: 503-227-3251 BEAVERTON, OREGON 97005 o - CONTACT: PAUL DEDYO TEL: 503-641-4100 Address: Date: lq CONTACT: SHAWN CHRISTENSEN Suite to#: Dates f , Initials: i 7 ° Ern 02,19/1 s JOB No-: 1700395 °--- X9500 SW MURDOCK,TIGARD,OR 97224 SWEET No. o \cow) PROF'esJ. ADAMSiN n 1 �� a �, E��ioy9 DESIGNED BY: TTSD MODULAR CLASSROOMS - PHASE 2 797a�pE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 2 -6 IP IIII l<Pff ��-•-�� CHECKED BY: p DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave„ Suite 2500 C]GETALLY SIGNED ai o C 0 • 0 Portland, OR 97204 OREGON DATE: 12/10/2018 L._ a O.503.224.4681 1U( O.\ , www.knfi:com 9�� a� COVER SHEET X A •• 10, 1 O PLOTTED BY: abuck SHEET 1 OF t5 MARK a 1700395-COV.dw RECORD NO. DWG NAME: 9 N REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 17/309 I TAB NAME: CO.0 1700395-XX J / Al •11, 11111141. o '� } 36' w i ATo ` 'a 9 sC C- o . G o lois II 0 / 0. 4,1?'• 0 ♦1 / P 1. I I ---------- 0.,,,,,•_ Ohv -� pi9+00 18+DO i • ►♦4 0 Cf 0 C 0 0 04. Ih. ry `� 0.. sG '" 0� •128' ' 0 MINI 0 1 -- • _.,._ �•'" moo. F n 0 I 0 2• � .411'•♦ s s VV,.. r `,y4� ' ‘\ / 41111MM ' . .- .II)..........,....''''...."'--.\\\‘'6 . . .. . . . . .. . . .. . ,.. 1 • • . • _. „ .. • _ • .. • • . • •. •. . . WORK COMPLETED 71,1 7:". k9:\. . 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MODULAR CLASSROOM AND THE RAMPS, STAIRS, AND DECKS o 3 RELOCATED ONSITE MODULAR CLASSROOM PROVIDING ACCESS ARE OWNER FURNISHED AND INSTALLED ASPHALT PATHWAY C5.0 4 MATCH EXISTING PATH INSTALLED DURING BY SUPPLIER. i PREVIOUS PHASE. CONTRACTOR TO FILED VERIFY o POINT OF CONNECTION. 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE ♦♦♦�•♦�+•♦♦ STUDENT PATHWAY WAY 5 5 STUDENT PATHWAY FOUNDATION COMPONENTS FOR MODULAR UNITS AND .♦♦♦♦�.�.♦♦♦♦�.♦♦♦♦♦. C5.0 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. U rn 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY VARY TO MEET ADA ACCESS REQUIREMENTS. # MODULAR CLASSROOM ID 6- P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING o INSTALLER. 1 C a CONSTRUCTION FENCE 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO �•, CONSTRUCTION ACTIVITY. 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CADUA TTSD MODULAR CLASSROOMS - PHASE 2 o 79701PE TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS zTii; 1ffir El l<Plifif 111 SW Fifth Ave., Suite 2500 0Y SIGNEDI CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON Portland,OR 97204 OREGON DATE: C2 . 2 it Eli �: 503.224.4681 �p SGL, �� Z00� abuck12018 www.knrt.com q � Eay� PLOTTED BY: TEMPORARY PARKING LOT SITE PLAN SHEET 3 OF 15 MA RK 1700395 SITE.dw RECORD N0. N DWG NAME: 9 REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/s9 I I TAB NAME: C2.2 1700395-XX / \ \ ,, 1, .,...... ____ / , _/ / L... it • ., . .. . Illk. \� I I 10 i \ / I (oma �° / C--. 276.61 --`\ 276.73 277.86 : / / \^\ • o • V. `'o moo , ,9, 10 r'•!...�tt•.4 277.$6 1 • ' # ; 276.61 Lifelsi.+Ailw,_ .411-1 1 _ , 276.73 - / 4 � I P I r, 277 5l.9 276.07 Q 7�,' \ 1 'I I_. 1 - 4 L 276.19 p I I� - ` . 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ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA i XX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES TC TOP OF CURB (ADAAG). i TG TOP OF GROUND Q TP TOP OF PAVEMENT 5. GRAVEL FOLLOW EXISTI G PADS SDO S NOT HAVE TO BE LEVEL, AND CAN U -� -(XXX.X±) EXISTING GRADE 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE En- (MATCH WHERE APPLICABLE) OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF UNDER ELEVATED DECK AT GAP IN ASPHALT PATH, AND TOWARD EXISTING DRAINAGE STRUCTURES. 0 7. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN cASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA I --o.' (.3) 8. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO II MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE CI STRUCTURE. u) m i-- E Lo Q 0 h �j-J PRQ� 02/19/19 JOB Na.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o - ��,\�'�� FSf/ DESIGNED BY: J. ADAMS N ,�, ^ s ry F oy TTSD MODULAR CLASSROOMS PHASE 2 1 `` '� 9� DRAWN BY: R. CADUA 79701 PE TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS i I 1. l<Pflif ��-��y� CHECKED BY: CITY OF TIGARD, OREGON C3 . 1 Z 9 Portland, OR 97204 P.12/10/2018 10EDO 8 111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED OREGON DATE: 0:503.227.3251 h. °� o F: 503.224.4681 / �9. t0, 1-1414� O PLOTTED BY: abuck SHEET OF www-koff.com 911,1 MARK cicc%� DWG NAME: 1700395-GD.dwg PORTABLES GRADING PLAN RECORD N4 15 x REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C3.1 1700395-XX ' /�/ � 1 \)\ � •/ • `�� N. \ �+ *`� )rte► \ \ \\ -- - — ' -- --- - ` '^tom - - — � — �f f 41, 441' / y \ 6 26�\2\� \2)�X27 �--275-�� .� � �1 ~! /�ii� — 10 , _.,— — —-- — _71.7.\'r:a -- ___ --____ Olril(\ -..i„,..„ 0 i N �1 �� / A� O \ ,, \ �: ` te 1 r � r '�'�r� 70- CSL '► -- - } �� T. « — — ice aid ^ ^ � _.-., N�.� �� o �� ,+ _ --- �l� �.� j_ ��y— c+��iN. ,�� it ��t / — _ _ — r_— — • — — — —;!j - / Att 114111. c- �' _ `� .�: •� _ - - - �- r .� s i _ — ,.-� �-. alb. _ _ - — s ` ..r J _ — — ��P \ Ay \ J o ' •--- LP — / f : ,• .� r fir ' ^ ^ ^ � „ .\! •a f, 9 // s 0 ., �. ^ 1� i �.� 1 \ . e 1 ` / .; \ ,..\\ \� ��>` - I /7 .Ilr4 i. .4•PC ; - J 1 ~ - - - - - - - - - -262 ~ ~ - - - J / v\, , 9A \ ss ► o L:o`' / 1��rr1�� +� �� • �� / 1/4 / \\� . 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ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO o f•-XX.XX XX MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE �� FILL MATERIAL TO FEATHER OUT LAWN TC TOP OF CURB STRUCTURE. • a �� AREA TO MATCH GRAVEL SURFACE TG TOP OF GROUND i TP TOP OF PAVEMENT cp ID E f--(XXX.X±) EXISTING GRADE (MATCH WHERE APPLICABLE) 0 D 0 I cn I a o D i— o I Q 5, 2m 1— i- 1 — f a inro V) acri c) n - % 0 • N O7 02/19/19JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o La ��EDPROFFS Q� V\5� 4 N �/O DESIGNED BY: J. ADAMS n n F J. TTSD MODULAR CLASSROOMS - PHASE 2 jN (` 79701 PE 9� DRAWN BY: R. CAD UA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS zili l<Pff. ,..------ ....--.:--- DIGITALLYCHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave., Suite 2500 SIGNED C3 • 2 -6 Portland,OR 97204 OREGON DATE: 0 12/10/2018 LI- Owww.k CO"'S1 A4i ra'29 0� TEMPORARY PARKING LOT GRADING PLAN SHEET 5 OF 15 : 603.224.4681 it/0i PLOTTED BY: abuck • MARK �� DWG NAME: 1700395-GD.dwg RECORD NO. CNA REVISION DATE DESCRIPTION BY 1 EXPIRATION DATE 12/91/19 I TAB NAME: C3.2 1700395-XX w — I. I. f — I. I . 7 - 19+00 —18+00. 17+00 0 0 0 C 0 0 • I A 1 11 R -, ;a 411 Q • \ 0 ��Qfl 6 U O, n I ;J vii. v _ . .„. \p , �f :• . \ el c ---\ __,-.----"" .. -. • \\\S. ). 1. \ .' /`am ,� - . . 2\k = .► • .` JS i \ ( {. (. z 40 . � I I 17 ��\�� `� I p - w I WORK COMPLETED • w I v, % yr I w w ] IN PRIOR PHASE �\ t; I I C • IC C I �.\� I ISD AD-1411\W\It2- .:- � � ' I — I =� I— — I o; o, RIM 273.00 �, — — — I I �� IE 4" OUT=271.50 (E) 0 __ l� � � � r � . I A y N. 1 � � — , , 7 —1 7 I 1 \ , . , , \ A , j, -ss \ \ 8.r. / Q 1" 1— 1 Li _ _ _ L F 8 55 ,�t / , fst iiA__\ -`11 , ' " N. r- --- --- -- I , 1 ,, ..,, 1 ;--. 1 1 1 ,i3 _, 1 \ ;A-:-zi,--ib-" d .7›,,. (,) \-\- 0 1 0-, c,.. , _,, ____ --1,,,, 1 ..„ - , \\ \\\ °s\ \ 1em 7C 7C 7 � a ::< �' . I P r co2.4.. { r� °'\'‘\ -,,,i,, \` I DOWNSPOUT I cn :, � � � I SPLASH PAD, I i TYP. I _ Cd,.... `2- Z- ID \\*fr \tV,, „dada I \/1( • rig+��I� \\ 1 ri 1 r ----, • `.:.... \ _x,..0 \II:0i �\ \\ \ I I \ �0, 1p- ,, 000- �� • \ - ',4 [w� A�/67 ��,�� \ .;� o \\ CONNECT TO EXISTING...0B- ' �.�+�% \�, q \ `Z-:::• 'N, • n2_ \\ ,�} o • �r�I IE 4" IN=27 Iii �:� () c) cs O lika •�� .\--t) -aqF \ \ 1� \\ I 1 I \ r ;�FZ A4: \\ [�] [SD] [SD] I {so] [SD] [SD] Iso] [SD] {SD] {SD] ISD] I [SDI [so] [SD] [ST] I I [SD] I• / ' \ 13 a� 'FP �� • I 45\ r ua.0_, �r _ � . ‘-°-:. IL \ f flOttyr) Ae‘ N,„ ''' 1Wri;r, .-rpt, l'i . 41111)1=11 iNIMIN Mill. -.-' \\ ss r= ' '35 • • V \ a •\ -,+„,,, {1111-- -'444. ..., `,S,\ cP, ,.h Mailer cl), • • 0 C • C C C 0 C C 0 C C C 11116 I:: C ,, ,,,,:k asp r�, tp 1� �� : 1� 0. §P.!, t .:-)., 0 3, I.. CP, Ilk 'illibk„t'..? ✓IlloPP �lS r ' 1,. 11, 76 . Tom' 10 ``yM. 's�� a ' t�•�' ..00�";S ?� +;T 411411mt *may SCALE INCH = ZQ FEET Sc.,2_,....3„..-------- t `(2 . \ ,.� 20 0 20 40 Ai j :•t b n 4 oa UTILITY LABEL LEGEND 0 UTILITY KEY NOTES SHEET NOTES I- o, STRUCTURE LABEL STRUCTURE TYPE NOTE DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL UTILITY NOTES. UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION DETAIL REF. SEWER, W=WATER, FP=FIRE PROTECTION) AD AREA DRAIN 4/C5.0 1 FIELD VERIFY LOCATION AND 1E OF EX AREA DRAIN 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL SD STRUCTURE TABLEPRIOR TO CONSTRUCTION BE DONE PER DETAIL 3/C5.0. Lo 1 STRUCTURE TYPE CALLOUT Q 1 �-- ID NUMBER (WHERE APPLICABLE) 3. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF Q STRUCTURE ID NORTHING FASTING XX XX-XX UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL N=XXXX.XX 12 ---•— (WHERE APPLICABLE) AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. � AD-14 132835.19 322010,29 E=XXXX.XX 0 RIM= ----- IE IN = XX.X --- STRUCTURE INFO (WHERE APPLICABLE) 0 IE OUT = XX.X PIPE LABEL UTILITY LENGTH 1 UTILITY SIZE UTILITY LEGEND o XXLF - XX" XX UTILITY TYPE STORM LINE cis S=X.XX% - SLOPE (WHERE APPLICABLE) ELECTRICAL CONDUIT > _ U C J 3 Jo H a 0 j:, CT) m I— I- E !in a o-) d- o ,ri 0 % ° I:04,19/19 JOB No.: 1700395 9500 SW MURDQGIC,TIGARD, OR 97224 SHEET NO. Z5 ��p PROFf CV \C r N � DESIGNED BY: J. ADAMS N �`� ��G �F99� DRAwN BY: R. CADUATTSD MODULAR CLASSROOMS PHASE 2 79701PE TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS z ��- CHECKED BY: P• DEDYOCITY OF TIGARD OREGON C4 . 0 a� 11, l<Pff 111 SW Fifth Ave., Suite 2500DIGITALLY SIGNEo Portland, OR 972040:503.227.3251OREGON DATE: 1211Q120185 - Mwww.knfi`cam$1 �4/U� �� 0�0, UTILITY PLAN SHEET $ OF1 PLOTTED BY: abuck MA RK �� DwG NAME: 1700395-UTIL.dwg c\, RECORD N0. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C4.0 1700395-XX -- 3" 1/2" DENSE GRADED -- 3" 1/2" DENSE GRADED LEVEL 2 HMAC LEVEL 2 HMAC - 6" MIN COMPACTED 3" MIN -- 8" MIN COMPACTED BASE COURSE [-SHOULDER BASE COURSE WIDTH WIDTH f PER PLAN 1 PER PLAN EX. 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DEDYO C 5 s Z 0 awl L11 SW Fifth Ave., Suite 2500 DIGITALLY OAEG�NSIGNED DATE: 12/10/2018 CITY OF TIGARD, OREGON 1✓ III Portland, OR 97204 O l<Pfif0:503.227.3251 o w°p �mgl q�,�"L °c.o-\ DETAILS 7 15 ,o to, �� 4 PLOTTED BY: abuck SHEET OF HARI( O RECORD NO. - LI1- NI DWG NAME: 1700395-DTLS.dwg REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C5.0 1700395-XX \ ,,. .:.I...........r•••" N 0as 1 \ I �/ _ � // . - : 0), iii.s . '- \ - • mil . —] . 1 H f / zH � \ I R _ 27S \ N � I lV v 19+aa eoo l 1 +�0 � - • s ri—o '27 { / i f • _ Ilk \ f ) tfj.\cCIN N li. . • . .1. ' . - _.- T. *.-.-... - ..-. . - _ _ _ -- — — , — — , ..__ \ \----. , .- . ---- - - . . y • - - - CONSTRUCTED IN PRIOR PHASE r ® //�1� _ - \\ `�� \. 2,,� - - - - - - , � - - - - - - - -- - - - -- ~ - -274 - \ �. \ r „., -- \-\-0° • . 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N.N• . � _ _ � — 27 - � �`mio �� ' � � J �R \ "Y�LZ \ \ [Ki] [SD] [SD] [SD] _ - [SD] I•* [SD]~ \ [SD] ISD] ..l�� — [S3J S�] ,[SD] [SDI [SD] [SD] \ [SD] ��i I r r r r i \ s�9 • ►�jy� _ -r- �-•sg ,'ice' __ _ _ _ _ _ _ _ _ _ _ _ _ ____ _ __ ___,,__ _ __ _ _ _ __J_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -27 3— _ _ -- ---- - 23 4- - _ --- 1111r-II°1)1----- A .5,-;1 t.illt\ N\ 'AA' 1,),,, N,N - - - - - - r ��' ✓ _ _ � \ 4`\ �l�\ -, � - - ` �....--.......,ss- \ \. ' � � - - - "_ � - - \6,- 26�\2 g ' V\2�N ` _ -275- - __ - - - - - - - \ \ \ ��s, ,, \�� 2 j.41 _ SCALE 1 INCH = 20 FEET 'r as.\\ o_ •.„_ � _ � -- o -. �^ c o a c— 0 1 - _ � - - -0 -c —c c ',- - _ � � r -- 20 0 20 40 'fp \ /--- •s-- - -.or --- o V \"clt#: 4 14 ,1y� / - - - �t: _-= got_ - - krIL"1;'15—: �w�. - - Wi'``t:or, ' '” EROSION CONTROL LEGEND SHEET NOTES �,� �� s +i 267- j '�-.e=�- - - - -1 We - - - 265• - ` �.- - `\i �' i '� LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON \„-, 4, o•• -- - l / ��” ,•' �' •�� OFFSET FOR CLARITY / -:��/ ryo \ 1 ,Ji., �■ PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS I�� \,....., � ,A / ROADORDRAINAGEDESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. 67 , Zfi ' \ �__ 0. . .. 164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, LL % _ . aj / is w r b o, ` \_ `� _ �� / 1..1' _ UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE / \co .. \,... ...;'„ ' \ o/ / - - - - - - — 165 — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM 0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY 0 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE C 165 MAJOR CONTOUR (FG) CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY a ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY Q t 1 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. CM44ii4di44444STRAW WATTLE 0 Cb'3 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE 0, --lib- DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE I 4.0.60110. DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. •V. INLET PROTECTION C6 3 1 = U 3 _n I— o I r: En 1— Q N) 0Ln 0 7 0 On 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,0R 97224 SHEET NO. 0...1 ,-) )'f \F-RED PROFe, J. ADAMS — V\� a c 4 N ick go, DESIGNED BY: c�, .1.'"-- TTSD MODULAR CLASSROOMS - PHASE 2 j` ' 79701PE DRAWN BY: R. CADUA TWALITY MIDDLE NTYOFTEMPLETON TIGARD, OREGON ELEMENTARY SCHOOLS --�� CHECKED BY: P. DEDYO z j2, ‘ ii ltiPff 111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED Portland, OR 97204 C6 . 1 OREGON DATE: 12/10/2018 :503.227.3251 LT r1 FO'. 503.224.4681 �C' 4�� . 0 www.kpff.com '11/1 M•ARK\',1N PORTABLES PLOTTED BY: abuck PORTABLES EROSION AND SEDIMENT CONTROL PLAN SHEET 8 OF 15 4 DWG NAME: 1700395-ESCP.dwg RECORD NO. N REVISION DATE DESCRIPTION BY EXPIRATION DATE: 12/31/19 I TAB NAME: C6.1 1700395 XX I' _ _ __ i1 r _1: _ _ _ _ --�a `ti ' �� o m . \ ° — — ` _ �). _ ;:,� 270- .. , �iT'!�A.0_— �s�� t... m.'#: �. �„ '/ NC� y p•' 6j i+ y _ — _ �� — — — — ;,( ]i �`�f -! ,•,� rf —- _ � :7:7_0:z� — _ k — — /f\�� ``r,� �!111 �„� � —n� _ =ai. g� ' �' \ �1 Fa `>► 1 * _ — � — - - - - A �.'�+'� _� , `t., �f = �,,,� - - - � _ '� � - - -'gyp— - - - ie\ _ — _ _ /i11� — _ \11� —1 - - - -- ir • % v. _C.N _,� \ - n /' ,� 67 �y`�'- ' >R. -- – – 2 6 5- – v �' '�t`, _ ; f'.44::- — • - — — — — ; ,_ _ -- ---- -.... ...,...,, ..-..-;.--4-:----, — — _ ■ _ — //l A�� ,� :►, `rL — — — r fit c13 - V�L ° ' ✓ \iS \ Js �. Jy • *' slr -•+ F i y f Zr '� '��,� — r - _ _ — — N __' 41) \ v:• 1�ifi20 `-' I �,' ,ç> • / — _ _ _ ,..._ —.. / -262 – / 1116 D.. . ,- 4,....\\' ,c3...;,,,.2...... ...6.4,4 . tip // 0,t.:,..-,',‘. a \ j c, 0)G0' / - -2 ____ -- 261- -- - ~ – = – � – – FS •yam / \ // / — � ' \ — _" ~ — S. e -4 .44'S J') \\ ---- %II* -- ----p / ti 2 �� ,t" / ( Q (�s a� / / k$� J 260 �. 0. 1-- -37.6 /// l // 2c s� I \ • .0 / / — _\-- — — / o 101.– _ o C Or V l'52):\3 101 --- li v —262! >t // / \ gal i A. 0o ' � \ \ `� 1&/ / :kk0� 'iI� ' _ ----- _ 259 ., ti` \ \ /, 0111 260 -�iakii — —\ \ \ ` _ -- - / /''. .- .13 / / )\ \ \ * - lk, / Ira I 'r'�—�' // \// / OOH // 11,,',, A. s °nJ v. • Q I ^tee °^ / ' t \\ i�/ /// 77 \ [ 0 // / i.1'/,',,, ``?"�9, „2 .N11 / .-� -- — __..,-,-\\.:.. . ', a D . .'��N� Loci(;Ali'L n ,.v:110.. ..:,..1":):_ vr:_, > • V. 01,1• e / a � F \ % �,', �` yr/� v a)-rte o f D • •° v ` \ / / b/,,'• �- r -L�3Va�� a V RAM O7{� .� �,,,///, • ° / / / • :,,,11` i ��' ISD,. _ — — J CSI lire uin. I [5b] F" • \ 5D] [SD] [SD [S JR — [SD]� [SD] -_ \ ,��',,,,/ '` ��' t /� C111' _/OFA � / �� \��e " � } \ 1111,,',// - � J � �/ 1 1..1_,•40.:.....:.-5. \,,N_ / � \ � �s,1,, � _ - - — � — — _ - -' `_ 258 � � `T �koo / /// //I j — -- - — I _ I / \ („_____,..„ ____- — — I '4\ / • I / \\ yr 4, . • _ . . . • . \ -\1111) Oi \-- • r 1 7i . _ • .. . .. : .. \ 1 •\\ 1 s i . 0 _ _ _ _ _ _ kN y • • • SCALE 1INCH = 20 FEET -- _ _ _ - - - - — _ _ _ _ - - _ _ _ _ -- _ -- _ / • Via. . \\ • ." ' . ' - . .. . . .. . . . .) - - - - 1 — _ _ _ ` � � � ~ � _ � _ _ _ _ _ � EROSION CONTROL LEGEND SHEET NOTES 1. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL ESC 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON -- – LIMITS OF DISTURBANCE SHOWN / (ESC) -- – \� OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS cl: – – – – \ \ ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. ~ – \ I \ --- — 164 — — EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, \ UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE ` \N ~ \ i \ — — — — — — — — — 165 — — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM cn rq 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY O 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. N OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 7 16E MAJOR CONTOUR (FG) CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE o APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY d ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY Q ab�j��j�j��j��j��t STRAW WATTLE C5 3 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE -- lb- DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE m %or*. DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE 0 D WATER STANDARDS. -p i��. 4.4 INLET PROTECTION C6.3 .i1. i a — U U D _• 0 I— o I O 7, (!) 03 I li E X17 Q Or) O ij O 02/19/19 JOB Na.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. o ' r_.../ ..i3.\(QED PROF�csS BY: J. ADAMS c� �n �S ▪ N �p DESIGNED Q� �% FF yq TTSD MODULAR CLASSROOMS - PHASE 2 iN �' 79i01PE '� DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ��--r`-- CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON Z wiii 111 5W Fifth Ave., Suite 2500 DIGITALLY SIGNEDC6 • 2 Portland, QR 97204 OREGON DATE: "(3 -E; 0:543.227.351 F: 503.224.4681 pUG�. X0MA R, 2°°1K DED1700395-ESCP.dwp PLOTTED BY: abuck TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN s"'�� 9 OF 15 II www.kpff com DWG NAME: 9 RECORD N0. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/19 I TAB NAME: C6.2 1700395-XX J 0 r Cn p C7 -n 0 Z -ii.--10-o- JN'I N '.�lj lam 'idq tra TtFO%j�rj -; itgs,941t ill.A ,i',. fE r -=--`''e1,' l`+4`1 N. �1►,--,i-_ WOOD STAKE -:-'l- ,,t.iphiwt- (TYP.) kisii . -.2A-4-94,7-- 11316- +1lJTff 1�1347r��:1= 0'ini0 egag,,' ►►11►1 +° !/ e`f� !i! / f — —J+ iV o_� i= ADJACENT ROLLS ieifT ' •;fi `ti- SHALL TIGHTLY O 7i ==% �:L : 'y0411,14.17.4:40.1+ A3 71 ;� -4,7.0.00.u.:140.:4,1,244,7%0,01„. ,1—•,l .u.� �,1,24-lil ,i\��r_ f.: fr-;f'�;ii�'WI-VA,r!f_° 00-400 - �� 90 ��'\:ltlln-wk.�li'i'1►_ ly;il\,-_,h,p.,0,0„*.f/ifj+ff.'��f!!'�!�' �i��r) to M.'ll� l\\-i\' �.t `i\\1'4h:1•' .� '''"°`r`' PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) INBED WATTLE 3"± INTO /r " .0:::Z;;4•• EXISTING GROUND SURFACE `I`p� :'s ;�``''�`•> TO PROVIDE CUTOFF e.<' ~``;. EXISTING SLOPE I ,� SECTION 'A' NOTES: 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' MIN - 25' MAX.) 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR RYE STRAW NOT PERMITTED. STRAW WATTLE ON SLOPE SCALE: NTS 2 EACH FOAM DUMP STRAP • 1111 EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) IT .,. „..,..„,„. ...:::::::. 4."Ziii,,,,_ DUMP STRAP ��> BAG D ETA I L 1., REBAR FOR BAG _ REMOVAL FROM INLET U sem..:- �4,.,.,.,,': ; ==-- �S. 4m5`itti��iltittt�ttitttitti�tta'ti=�::gig_ co \' -%iM\lit1i1�1A+11Ati+til.tti ✓��' a REGULAR FLOW : .. +;++at.t.t.t _� Q, SILTSACK® :.\ _: DUMP STRAP cd I-- cL oFp�\Q LJ Ln -AA cn a 4 . • 4a e / e j� e e FN -,,,,4 ate. a a CL 4.=\ a4 e Q 4' • CP W. Kroll/ d. *- a CT3 lqhili N�a9°� . 75 NOTE: 1. DO NOT USE HIGH mi FLOW INSERT BAGS. )1 >, INLET SEDIMENT PROTECTION SCALE: NTS 0 5; u) co 1- E a 0 ,r; 0 ‘7,.. � n rn .. 5 ° PROP 02 1919xJOB No.: 1700395 1 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. CJ in 0 Q\` n n \`7�� l N f�s`�'C., DESIGNED BY: J. ADAMS �"' %� F � USD MODULAR CLASSROOMS - PHASE 2 �`' 79701 PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS �� NE CHECKED BY: P. DEC6 • 3 1 111 SW Fifth Ave., Suite 2500 DIGITALLY SIGNED CITY OF TIGARD, OREGON p WPPortland, OR 97204 OREGON DATE: 12/10/2018 fp F: 503.224.4681 ,off QUI. 1p, la�� ,L4 ; :M:. SHEETOFji (� O:503.227.3251WWW kpfftpm U oEROSION AND SEDIMENT CONTROL DETAILS 15 MARK D`�II D No.1700395-ESCP-DTLS.dwg REVISION DATE DESCRIPTION 1 BY II EXPIRATION DATE: 12/31/79 I TAB NAME: C6.3 1700395-XX LEGEND ALLOWABLE AREA ANALYSIS BUILDING V - RESTROOMS SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT TWO HOUR FIRE WALL ASSEMBLY- 90 ' BUILDING I - CLASSROOMS DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER 0- rnw - - - MINUTE RATED OPENINGS -ASSUMED - - - - SECTION 903.2.3. PROPERTY LINE AT BUILDING EXTERIOR SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT . DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER USE &OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF RESTROOMS I PLUMBING FIXTURE COUNT SECTION 903.2.3. CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS , Wil ALLOWABLE HEIGHT: 40' (PER TABLE 503) TOTAL OCCUPANTS OF GROUP E CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 STUDENTSALLOWABLE NUMBER OF STORIES; 1 STORY (PER TABLE 503) AREA(CLASSROOM ONLY)= 5,082 + 5,082 + 5,082+5,034+3,356 = ALLOWABLE HEIGHT:.40' TABLE 23,636 SF (PER503) GROUP E 50SF PER OCCUPANT= 23,636/50=472 OCCUPANTS OR 472/2=236 EACH GENDER ALLOWABLE AREA: 9,500 SF PER TABLE 503 ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) J STAFF TOTAL ACTUAL AREA: 302 + 302 + 302 + 302 + 302 = 1,510 SF < 9,500 SF = OK 26 CLASSROOMS = 26 OCCUPANTS, OR 26/2=13 EACH GENDER ALLOWABLE AREA: 9,500 SF PER TABLE 503 SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF INFORMATION WATER CLOSETS LAVATORIES TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK GROUP E MALE FEMALE MALE FEMALE ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK FIXTURES REQUIRED 236 @ 1:50 1236 @ 1:50 236 @ 1:50 236 @ 1:50 SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF 5 5 INFORMATION \� -��' ---- 5 5 _ FIXTURES PROVIDED 8 8 ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK WATER CLOSETS 4 12 eI B1 URINALS ' 8 N/A BUILDING II - CLASSROOMS UNISEX 3 FOR STAFF USE 3 FOR STAFF USE \\\ , SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT - DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER k Dull Olson Weekes - 1BI Group SECTION 903.2.3. / Architects, Inc. USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS • CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 1 / % 907 SW Stark Street Portland OR 97205 USA tel 503 6950 fax 503 273 9192 ALLOWABLE HEIGHT: 40' (PER TABLE 503) w tel 503 2262fJi9roup.com www.i 03 273 919 OF STORIES: 1 STORY (PER TABLE 503) ! 1 com ALLOWABLE NUMBER S O � / 1 1 ALLOWABLE AREA: 9,500 SF PER TABLE 503 1 • �� TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK • 2( J� I SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF \ m INFORMATION /� ! D il I I ACTUAL IS LESS THAN ALLOWABLE, THEREFORE, BUILDING 'I'AREA IS OK / • I > BUILDING VI i ~JAMES M434T6ZPATRICK • / '' • 3 356 SF BUILDING III - CLASSROOMS v� , � A?''� ' `digitally si ed*James M. Fitzpat •` Of OREGORate �iy� SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT a[e 019.02.1416:32:37-0 '00' DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER • a w •♦' ��' SECTION 903.2.3. ' `.♦. 1 ' Og�6 EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS / ♦•`.�M� OF - i 1 USE & OCCUPANCY: UC / I CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 /ALLOWABLE HEIGHT: 40' (PER TABLE 503) / 44 ` ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) / o 417 //, ALLOWABLE AREA: 9,500 SF PER TABLE 503 •�• BUIL 1NG IV/ TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK / '♦ 5, 4 SF SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF / aw '♦, / V} INFORMATION o ' STAFF RESTROOM UNIT %4,• r�F4p ti/ / W ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK CONTAINS / / C..9.' `• SStmla CO (3)ADA ACCESSIBLE WATER i• ,_ '♦14OpF BUILDING IV - CLASSROOMS CLOSETS WITH (3)LAVATORIES (1)LACTATION ROOM WITH (1) �' / ` . ' ♦'� ‘5O �: SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT LAVATORY / / am DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER e`'♦. • o 4 SECTION 903.2.3. SEE STATE OF OREGON �� 0/NG ♦• / �6 APPROVED DRAWINGSi ,'', CO 0 / 78,9 7806 2. USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS / , •` , B U I LD I FV G III EACH STUDENT RESTROOM UNIT CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 CONTAINS / ��///// / '0�� , J5,082 SF ALLOWABLE HEIGHT: 40' (PER TABLE 503) (DADA WATER CLOSET , BUILDING .YS � / ,o �'♦r ,� mil CNI U (2) URINALS • ♦r ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) (2)LAVATORIES / ,/ 1 ,51 1 SF / �. ./ \ U -Q414ALLOWABLE AREA: 9,500 SF PER TABLE 503 GIRLS / ? ♦r pR0 C= Film (1)ADA WATER CLOSET 'I.* 4IP p ♦r pt / (2) STANDARD WATER CLOSETS I Jv ♦R�y .= 2 TOTAL ACTUAL AREA: 1,678 + 1,678 + 1,678 = 5,034 SF < 9,500 SF OK (2)LAVATORIES / cjikt ♦ F �� a I / O EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATEDCO Cri i= . // % e / / �� O SEE STATE OF OREGON - - o V / W CO (n QI APPROVED DRAWINGS - / -- e /I ,meq ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK ,,, �� ` li ► BUILDING II / c o r _ / 5,D8 SF .� o 0 �-E BUILDING VI - CLASSROOMS i 4// I- SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT ,, • �. L' DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER J4/11#441141 CQ LI SECTION 903.2.3. fjl • // / SSUE c3 M / c� ii, 1 • _� '�FopR � Q� oo USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS g .' v / CONSTRUCTION TYPE: TYPE V-B PER TABLE 503i Ilj � � �� '♦ � 'I; ALLOWABLE HEIGHT: 40' (PER TABLE 503) 1. t-/ * phase Portables ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) I pQ�� BU I LD I�VG I __--_ Permit Set LL-5 ALLOWABLE AREA: 9,500 SF PER TABLE 503 p 5,082SF �'/ date 02.15.19 Lu TOTAL ACTUAL AREA: 1,678 + 1,678 = 3,356 5F < 9,500 SF = OK N / / © 7ii T• revisions m. EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATED CD ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK / -1- -J o [ project # 16054 co Iz11 \0_ El � l; CODE ANALYSIS - - ________ .-g, 1 , c.,. ,,_ ce) = E -----______ _ _______---- .! '1) !D ,- �_ \\ iii ;1,Icm 4 0,-,6-• Al ■ 0 iiimimmi PORTABLES SITE PLAN N • SCALE: 1" = 30'-0" N---- _ _ ABBREVIATIONS LIGHTING SIGNAL AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP 0 © CEILING LUMINAIRE: SURFACE, RECESSED A AMPERE (AMP) KVAR KILOVOLT AMPS REACTIVE FIRE ALARM AL ALUMINUM LA LIGHTNING ARRESTOR 4- CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING CEILING LUMINAIRE: PENDANT LINEAR Fs Ts SPRINKLER SYSTEM SWITCH: FLOW, TAMPER ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE HO I-O❑ WALL LUMINAIRE: SURFACE, RECESSED CB CIRCUIT BREAKER MAW MASTER ANTENNA TELEVISION 0-- 0 WALL WASHER: SURFACE, RECESSED MANUAL FIRE ALARM STATION C CONDUIT MCA MINIMUM CIRCUIT AMPS Q i TRACK WITH HEADS LOCATED 0 0 0 DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC CCTV CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER I c} I FLUORESCENT LUMINAIRE: SURFACE, RECESSED 0 p DETECTOR: BEAM CKT CIRCUIT MCC MOTOR CONTROL CENTER 1 1 i FLUORESCENT LUMINAIRE: WALL MOUNTED =_= DUCT DETECTOR, TYPE AS NOTED CLG CEILING MDP MAIN DISTRIBUTION PANEL CT CURRENT TRANSFORMER MECH MECHANICAL 1-0 I FLUORESCENT LUMINAIRE: BARE LAMP -a FIRE ALARM: VISUAL 0-•-01=1-•-0 .-❑ POLE LIGHT: LUMINAIRES AS SHOWN CU COPPER MH METAL HALIDE 8 _8_- FIRE ALARM: BELL; BELL WNISUAL DN DOWN MLO MAIN LUGS ONLY O E DESIGNATES LIGHT ON EMERGENCY CIRCUIT EMERG EMERGENCY MV MERCURY VAPOR 0 I-0 EXIT LIGHT: CEILING, WALLARROWS AS SHOWN) FIRE ALARM: CHIME; CHIME WNISUAL EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH —' WALL ( 8 1�.r - BOLLARD g -8- FIRE ALARM: HORN; HORN WNISUAL EP EXPLOSION PROOF NIC NOT IN CONTRACT EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT EMERGENCY BATTERY LIGHT: HEADS AS SHOWN Q F FIREMANS PHONE JACK EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS $ $2 WALL SWITCH: 1 POLE, 2 POLE I-0 0 SPEAKER: WALL, CEILING FA FIRE ALARM PE PHOTO ELECTRIC CELL $3 $4 WALL SWITCH: 3 WAY, 4 WAY O 0 MAGNETIC DOOR HOLDER, CLOSER FLA FULL LOAD AMPS PF POWER FACTOR $K $M WALL SWITCH: KEY LOCK, MOMENTARY FLUOR FLUORESCENT PNL PANELBOARD $Lv $p WALL SWITCH: LOW VOLTAGE, PILOT 0 FIRE ALARM SPEAKER:WALL, CEILING FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT ST $a WALL SWITCH: TIMER, MANUAL DIMMER INSTALLED BY CONTRACTOR PWR POWER A DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) SECURITY FOIC FURNISHED BY OWNER SDP SUB-DISTRIBUTION PANEL NL DESIGNATES NIGHT LIGHT CIRCUIT INSTALLED BY CONTRACTOR STR STARTER 0-1 ® PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED O4 CCTV CAMERA F010 FURNISHED BY OWNER SV SOLENOID VALVE r 9 OCCUPANCY SENSOR: CEILING OR WALL MOUNTED ® ■ ELECTRIC DOOR LOCK, CONTACT INSTALLED BY OWNER SW SWITCH "X" DESIGNATES DEVICE TYPE: GFP GROUND FAULT PROTECTION TD TIME DELAY S: IN COMBINATION WITH WALL SWITCH 0 MANUAL EMERGENCY SECURITY STATION U: ULTRASONIC 0 CARD KEY READER STATION GFI GROUND FAULT INTERRUPTER TP TAMPERPROOF R: INFRARED GFCI GROUND FAULT CIRCUIT INTERRUPTER TTB TELEPHONE TERMINAL BOARD UR: DUAL TECHNOLOGY, ULTRASONIC/INFRARED O SECURITY ELECTRONIC SENSOR GRC GALVANIZED RIGID CONDUIT TTC TELEPHONE TERMINAL CABINET GRD GROUND TV TELEVISION . HP HORSEPOWER TYP TYPICAL POWER ONE-LINE HPS HIGH PRESSURE SODIUM UG UNDERGROUND V HV HIGH VOLTAGE UPS UNINTERRUPTABLE POWER SUPPLY CIRCUIT BREAKER 0 WALL RECEPTACLE: SINGLE, DUPLEX HZ HERTZ V VOLTAGE IG ISOLATED GROUND VA VOLT AMPERES -o WALL RECEPTACLE: EMERGENCY, 4-PLEX b SWITCH, FUSED SWITCH T 10 INC INCANDESCENT VP VAPOR PROOF V WALL RECEPTACLE: ISOLATED GROUND BUSS JB JUNCTION BOX W WATTS 0 CEILING RECEPTACLE: DUPLEX KW KILOWATT WP WEATHER PROOF iii:FIRE RATED FLOOR POKE-THRU AUTOMATIC SWITCH 3 ��\ KWH KILOWATT HOUR XFMR TRANSFORMER METER L': KV KILOVOLT XFSW TRANSFER SWITCH * CONNECTION TO EQUIPMENT PROVIDED BY OTHERS 0 C* DENOTES RECEPTACLE ABOVE COUNTER xxx xx PANEL i ® ® SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY N. DESIGNATION SYMBOLS 1-0 CLOCK HANGER RECEPTACLE Q FEEDER CALLOUT CD �� !An Il� XXX FAULT CURRENT CALLOUT �I� o lr�► FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION N < -- > COEQUIPMENT DESIGNATOR SEE SCHEDULE. Ell @sai PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION GENERATOR 0 0 0X EXISTING TO REMAIN, EXISTING TO BE REMOVED Q SURFACE OUTLET STRIP: DIMENSION AS SHOWN ® O EXISTING TO BE RELOCATED, FUTURE 4g PI TELEPOWER POLE, POWER, COMBINATION a 0_ N C NEW, CONNECT TO 0 JUNCTION BOX EQUIPMENT NOTE 45F 0 10 a DISCONNECT SWITCH: FUSED, NON-FUSED o 50L ea MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION ® ELECTRICAL EQUIPMENT SITE LIGHTING LUMINAIRE SCHEDULE 0 MOTOR CONNECTION — G PANELBOARD: SURFACE, RECESSED T ED El Il CONTACTOR, RELAY, SOLENOID = = 6 CABINET: SURFACE, RECESSED N 0LUMINAIRE MODEL & INPUT LAMP SOURCE DRIVE © TRANSFORMER LUMINAIRE TAG LUMINAIRE DESCRIPTION MANUFACTURER WATTS (Type, CCT, CURRENT INPUT VOLTAGE FINISH NOTES _PUSH BUTTON STATION - CN Delivered Lumens) I • ® GROUND ROD, IN TEST WELL �}- WIRING CONCEALED 1N CEILING OR WALL AI GROUND PAD 0 --- �� WIRING CONCEALED IN FLOOR OR UNDERGROUND EQUIPMENT WITH DERIVED GROUND COBRA HEAD LED STREET S1 LIGHT WITH TYPE III LEOTEK GREEN COBRA 133 LED, 4000K 530mA 120V GRAY 0 0 VOLTMETER,AMMETER a GC 1-80E-MV-NW-3-GY-530 14200 LM I INDICATES INSULATED GREEN GROUND WIRE DISTRIBUTION 0 As SELECTOR SWITCH: VOLTMETER, AMMETER . 113 M HOME RUN DESTINATION SHOWN icwH PF METER: KILOWATT HOUR, POWER FACTOR a)0 rzi -0 -6 CONDUIT ELL: UP, DN. —3Er POTENTIAL TRANSFORMER ATLAS LED, 4500K INTEGRAL PHOTOCELL/MATCH S2 WALLPACK, LED ATAWLM43LEDPC 43 0 3506 LM 700mA 120V GRAY EXISTING PORTABLES ON FIELD. C134CURRENT TRANSFORMER C) Iv NOTE 11111 111111 CABLE TRAY: CENTER SUPPORT, OUTER SUPPORTS i- T THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY I APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. N in N BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. i N.5 N 0- N :::- 4o:1 PROFF( JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. _____ � I N `{1e DESIGNED BY: M. LOPEZ -----_ w� �'. TTSD MODULAR CLASSROOMS O0 _ +M TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS a1 ��.�� . ,919513, DRAWN BY: M. COOPER E p A E ilii iliilq:1ff Ji~ �/ CHECKED BY: M. STREB CITY OF TIGARD, OREGON E 1 ••ww++ 111 SW Fifth Ave., Suite 2500 0'E�� ,� •••+++ ••:10,M� Portland, OR 97204 p. �<v PLOT DATE: 0:503.227.3251 ,/ '� 01 - F: 503.224.4681 yq U(Y = S� PLOTTED BY: 01 rr) pae engineers.com www.kAffcam F! FORR�S� �� SYMBOLS, LEGENDS & ABBREVIATIONS - ELECTRICAL SHEET 1 OF N N DWG NAME: RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRES 6-30-2020 I TAB NAME: 1700395-XX 6 0 0 • \\\ \Gq r , '; GENERAL NOTES: A.CONTRACTOR TO REFER TO ONE-LINE FOR FEEDER - ''''Y 4444 � • \ ,• \ BASEBALL INFORMATION. 1 .; ~ B.PROVIDE HANDHOLES AS REQUIRED FOR PORTABLE �\ 'f> / ,� FEEDERS. { ) I GA `�� s"7/.27 2 P-14 �� \\ eJ� S / � / \ V I • 40 % <Q4,6, 4kt...*CiAL. BALL FIELD \ i NOTES: � � P-13 / TWALITY MIDOLE SCHOOL / 1. EXISTING FIRE ALARM COMMUNICATION HANDHOLE. 2-STORY CONCRETE BUILDING / �`' \ / (1)2-1/2"C! / • EXTEND 1"CONDUIT FROM HANDHOLE TO CEILING SPACE OF • EACH PORTABLE FOR FIRE ALARM CABLING.COORDINATE II �''� \ i WITH PORTABLE MANUFACTURER DRAWINGS. CONTRACTOR / k S2Q� �``` �,� / TO VERIFY LOCATION OF HANDHOLE. 4 iG� I _ ♦ �y� c P-11 �` '``� if ° 2. INTERCEPT EXISTING(4)2-1/2"AND NEW(1)2-1/2"CONDUIT 4 P / A •F� w ��E,i�' ) FOR PORTABLES P-9 THROUGH P 14 VIA OUTDOOR F��,$ - 7 vs ":�fiA,, `�� .."1 J"* UNDERGROUND PULLBOX.SIZE OF PULLBOX TO BE to S2� / \ / 5 2-112"' DETERMINED BY THE CONTRACTOR.LID SHALL BE FASTENED / • Q L` AAs, `�� I ��l ( ) ' Illiff VIA PENTA BOLTS AND LABELED ELECTRICAL. /GFS 644, � A''� ♦ �- P-10 (1)-2-1/2C Ii 0i�(•— ♦ S2 4' P-12 1,_•. / �T'R J ,�. Aft; 3. PROVIDE FIRE ALARM HORN/STROBE AND SMOKE / /' \ \ / .- ; / /1/ DETECTOR IN EACH CLASSROOM AND RESTROOM.MATCH =e / S2 / • EXISTING MANUFACTURER(FACP-FCI 7200,DEVICES- © 0 �A / ' \ / /// WHEELOCK)COORDINATE LOCATIONS WITH PORTABLE 0 / / \ `� / MANUFACTURER DRAWINGS.PROVIDE NAC EXPANDER ° / > TI`• 4 2-1/ / - PANELS AS REQUIRED IN PORTABLES. / // Q o `.. C / 41444441:0•44 P-8 SPA' : ED // �4 / /// 4. PROVIDE ASTRONOMICAL TIME CLOCK ADJACENT TO / D� / / rt � .*`~ PANEL 1E AND WIRE TEMP PARKING LIGHTING CIRCUIT /I / // THROUGH TIME CLOCK.TIME CLOCK SETTINGS TO BE PROVIDED BY TTSD. // ( -i) // 0 IIP CP-9 / 5.CONDUIT TO RUN OVERHEAD ALONG FACADE OF BUILDING / // AND STUB DOWN AS SHOWN ON.PATH IS INTENDED ROUTE ` I R� i jj�� /F - /I/ AND CAN BE MODIFIED BY CONTRACTOR BASED ON ANY ; , / / / OBSTRUCTIONS ENCOUNTERED IN THE FIELD.CONTRACTOR A. \ /I Yj/ AND INSTALL. / s al ' / (p-5) 0 / / R t• / R,� , / f ` / / • , a 6. NEW 2-1/2 CONDUIT TO BE RAN FROM MDP TO PULLBOX -o �Q b • / r ,� /// y FOR PORTABLE 14 FEED. f __ _\` ♦P7I / t �// . 7.REFER TO LUMINAIRE SCHEDULE ON El FOR FURTHER °"`wq14 +� ,,/• 4R / / ,tiINFORMATION. Din ♦ I \`� P-6 // // 8.CONTRACTOR TO DETERMINE CIRCUIT CAPACITY OF 3 . / I/ 1E16 EXTERIOR LIGHTING CIRCUIT. PROVIDE NEW CIRCUIT FOR riir �'? . // illi,/ �I] SUPPLEMENTARY EXTERIOR LIGHTING PER PORTABLE AS 90 J // / p/ r,i r REQUIRED BASED ON CIRCUIT AVAILABILITY/CAPACITY. o / // /v;71- ipr 1 % kii...._:.40100p411(04,./. rV /// iik oilk t1 Air- CV caAL - • 77 • � �+�1 If/9 441% 41P \ P-1 •► P�3 // 1vf / BASEBALL DIAMOND0-2 °44G`, // / /v �`F0 q /// 'a_ /I/ ! /— �lt \ t 3 i Si p \ / I/ • $E:16 1E16 \--__ ....----") 1 1 / o ;�t--- EXISTING PGE SERVICEA"\\ t ' c C ArL,41. ••••• / // f INF / \ IQ "'icy / PCD2 1 ''.***/ // : 1:t.i t.Iii 4‘5,,' /p TRANSFORMER �' BENCH EXISTING MDP • _______.---dir --' jek _��- \ BLEACHER "ct© 7 0 EXISTING 660 T () Y SWITCH VAULT 4 i� • / // SHED ` , SAN/ITA/PE�UILTS// y�f '�g� APPRE ATE LOCATION i 40 0 N ....,°°#°°. c EXISTING DIP I Q 0 ,{ L{ I/ / /� / / = PO "' 0 0 0-1 l' i ,4 I ,,`_�°� • SHED E • / / -p -o- __ a tilt LL �N�l!"�na�.�i(• •NEW'_,•/!mom - 0 1 y� (f) i. 4'‘. x77, NO°ARK QC i1RE LANE 0- / E"r' ,-�' _ -.44T-, /�r I\\� /I\ ..' .. f • {//ry��._. ___ .-_ �_ �_ .,. . 0 1 F GATE / 2)#6,8 CO CND,314'C NOPARK f "RELANEr /GATE \ r C) ___ a I li / / 77777 ,., GENERATORI 0 0 0 cS I / ""IRAN _ 0 , scaucs,) �,/' / / � � —T GATE fU - / fl / r JBL 1B E _ _,� _-� •LANTER BORE (.) ./""''.. ..:,..,..• L MI Ps.; 0 0 //\\ ^HCR I MAIN ELECTRICAL ROOM = --EXISTING PANEL 1E ,/ Mf', , •t \ / _ J IN TEMPLETON CORE.-.....iii„, ( /4.41* R* )r�•,'�t r f I- TC .� �^I L_ _ _J / \~� \>\\/' I i Y I // 7 I r;--1.Tr / 0 r.---- . 0 SITE PLAN - POWER i SCALE 1"=30'-0" - LL JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. N _ -- �c�V'o I N.&PROP/Xi, DESIGNED BY: M. LOPEZ ===-- -+ 4' TTSD MODULAR CLASSROOMS ' rill A E , _. _ _ `�' #9195P. ? DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E2 E �!'+:�•.��. 111 SW Fifth Ave.,Suite 2500 �, 0,1% CHECKED BY: M. STREB CITY OF TIGARD, OREGON i=– •L:L:: Portland,OR 97204 '� o �4i PLOT DATE: -==== 0:503.227.3251 n ,/ '� co -- F: 503.224.4681 y °O. eP 'S pae-engineers.com www.kpffcam �Ft S*s PLOTTED BY: SITE PLAN - POWER SHEET 2 OF F N - - N FO /,$.�q DWG NAME: RECORD NO. REVISION DATE DESCRIPTION BY 1 EXPIRES 6-30-2020 �r� I TAB NAME: 1700395-XX 0 GENERAL NOTES: A. EXISTING RECEPTACLES AND DATA WITHIN PORTABLE NOT SHOWN FOR CLARITY. B. MULTI CHANNEL RACEWAY TO BE MOUNTED ABOVE EXISTING POWER/DATA RECEPTACLES TO AVOID OBSTRUCTIONS. C.COMPUTER LAB CONVERSION PERTAINS TO ONLY HALF OF PORTABLE 6. 0 NOTES: 1.PROVIDE NON-METALLIC MULTI CHANNEL RACEWAY FOR DATA AND POWER. PROVIDE 4-FOOT SPACING FOR DATA AND POWER RECEPTACLE LOCATIONS. CKT: 10,12,14. EXISTING 120/240V/1P . • . 200A PANEL 0 2 10. 2 12. R 14. 2 10. 12. 14. Ngc 10. 12. iNgc 14. : A4 ir Dec 10. 1. a) -o oI>igc 12. C 0 O(TYP) Dec 14. CKT: 16,18. \\0 16. tifi 18. &I 16. 18. "1-6\ 18. " 0 _ sin N 7 (.1 U) C -C .73 4- 6- 0.. - N 0 0 CN C 0 U) < :fT(` ) 0 0 C a) E a) N N PORTABLE — COMPUTER LAB CONVERSION — POWER & DATA E2A SCALE: 1/4"=E11-0" 0 „kcce PROfero JOB Na.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. GI N 4?' DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS DRAWN BY: M. COOPER 4. 9195P, C 0 / T1NALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ii to, • jj CHECKED BY: M. STREB CITY OF TIGARD, OREGON E2A 2see•::111:9 •0•: •"" PA E 111 SW Fifth Ave.,Suite 2500 •••••11.1111 seafi.41.0. Portland,OR 97204 „ 0* 4; PLOT DATE: - 0:503.227.3251 1.) ,fi\ (k- F: 503.224.4681 8 PLOT At. PLOTTED BY: pae-engineers.com www.kpff.com 1ORR SHEET PORTABLE 6 - COMPUTER LAB CONVERSION - POWER & DATA 2 OF 4 445-kr DWG NAME: CN RECORD NO. REVISION DATE DESCRIPTION BY !EXPIRES 6-30-2020 I TAB NAME: 1700395-XX FEEDER SCHEDULE FEEDER SCHEDULE GENERAL NOTES: COPPER:3 PHASE, 3 WIRE+GROUND COPPER:3 PHASE,4 WIRE+GROUND A.PORTABLE PANELS ARE SPECIFIED BY THE PORTABLE NOMINAL CONDUIT PHASE GROUND CONDUIT PHASE&NEUTRAL GROUND MANUFACTURER.COORDINATE LOCATION PRIOR TO t - AMPACITY TAG SIZE(MIN) CONDUCTORS CONDUCTOR TAG SIZE(MIN) CONDUCTORS CONDUCTOR ROUGH-IN AND TERMINATION OF FEEDER WITH 20 203 1/2" (3)#12 #12 204 1/2" (4)#12 #12 MANUFACTURER,. CONFIRM AVAILABLE FAULT CURRENT 30 303 112" (3)#10 #10 304 314" (4)#10 #10 FROM SHORT CIRCUIT STUDY AS PART OF THE SUBMITTAL f PROCESS. PROVIDE GROUND RODS AT EACH PANEL. 40 403 3/4" (3)#8 #10 404 3/4" (4)#8 #10 50 503 3/4" (3)#6 #10 504 1" (4)##6 1 #10 60 603 3/4" (3)#6 #10 604 1" (4)#6 #10 70 703 1" (3)#4 #8 704 ( 1 1/4" (4)#4 #8 80 803 1 1/4" (3)#3 #8 804 1 1/4" (4)#3 #8 0 NOTES: 90 903 1 1/4" (3)#3 #8 904 1 1/4" (4)#3 #8 1.PORTABLE 6 PANEL TO BE ALTERED BASED ON 100 1003 ( 1 1/4" (3)#2 #8 1004 1 1/4" (4)#2 #8 COMPUTER LAB CONVERSION. REFER TO PANEL SCHEDULES 110 1 1103 1 1/2" (3)#1 #6 1104 1 1/2" (4)#1 #6 ON SHEET E3A FOR FURTHER INFORMATION. 125 1253 1 1/2" (3)#1 #6 1254 1 1/2" (4)#1 #6 150 1503 1 1/2" (3)#1/0 #6 1504 2" (4)#110 #6 2.ADDITIONAL 2-1/2"CONDUIT FOR PORTABLE 14 TO BE 175 1753 2" (3)#2/0 #6 1754 2" (4)#2/0 #6 ADDED. PROVIDE LB FITTINGS AS NECESSARY. 200 2003 2" (3)#3/0 #6 2004 2" (4)#310 #6 225 2253 2" (3)#4/0 #4 2254 2 1/2" (4)#410 #4 250 2503 2" (3)#410 #4 2504 2 1/2" (4)250KCM #3 300 3003 2 1/2" (3)250KCM #4 3004 3" (4)350KCM #2 350 3503 2 1/2" (3)350KCM #3 3504 3 1/2" (4)500KCM #1 400 4003 (2)2" (6)#310 (2)#3 4004 (2)2" (8)#3/0 (2)#3 450 4503 (2)2" (6)#410 (2)#2 4504 (2)2 1/2" (8)#4/0 (2)#2 500 5003 (2)2" (6)#4/0 (2)#2 5004 (2)3" (8)250KCM (2)#1 600 6003 (2)2 1/2" (6)250KCM (2)#1 6004 (2)3" (8)350KCM (2)#2/0 800 8003 (2)3" (6)500KCM (2)#1/0 8004 (3)3" (12)350KCM (3)#2/0 1000 10003 (3)3" (9)500KCM (3)#2/0 10004 (3)4" (12)500KCM (3)#2/0 1200 12003 (4)3" (12)350KCM (4)#3/0 12004 (4)4" (16)500KCM (4)250KCM 1600 16003 (4)4" (12)750KCM (4)#4/0 16004 (5)4" (20)500KCM (5)#4/0 2000 20003 (5)4" (15)750KCM (5)250KCM 20004 (6)4" (24)500KCM (6)250KCM 2500 25003 (6)4" (18)750KCM (6)350KCM 25004 (8)4" (32)500KCM (8)350KCM 3000 30003 (7)4" (21)750KCM (7)500KCM 30004 (9)4" (36)500KCM (9)500KCM 4000 40003 (9)4" (27)750KCM (9)500KCM 40004 (12)4" (48)500KCM (12)500KCM NOTES: NOTES: 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE PER PER WIRE SIZE. WIRE SIZE. 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET MAXIMUM 40% at MAXIMUM 40%FILL FOR EMT,RMC AND PVC FILL FOR EMT, RMC AND PVC SCHEDULE 40. a. o SCHEDULE 40. 3. ALL NEUTRAL CONDUCTORS ARE CONSIDERED CURRENT ,U 3. FOR FEEDER RATINGS 100AMPS OR LESS,ACTUAL CARRYING,THEREFORE AMPACITY ADJUSTMENTS HAVE rg AMPACITY IS CALCULATED BY THOSE GIVEN IN NEC BEEN INCLUDED IN ACCORDANCE WITH NEC TABLE 310.15(B)(16),60DEG C. 310.15(B)(3)(a)TO ACCOMMODATE FOUR(4)CURRENT 4. FOR FEEDER RATINGS GREATER THAN 100AMPS, CARRYING CONDUCTORS IN A SINGLE RACEWAY. ACTUAL AMPACITY IS CALCULATED BY THOSE 4. ADJUSTED CONDUCTOR AMPACITIES ARE CALCULATED GIVEN IN NEC 310.15(B)(16),75DEG C. BASED ON THOSE GIVEN FOR 90DEG C CONDUCTORS IN m ACCORDANCE WITH NEC 310.15(8)AND TABLE NEC W 310.15(B)(16). FOR FEEDER RATINGS 100AMPS OR LESS, 0 THE ADJUSTED AMPACITY SHALL NOT EXCEED THE 60DEG C RATING. FOR FEEDER RATINGS GREATER THAN 0 100AMPS,ACTUAL AMPACITY SHALL NOT EXCEED THE 07 75DEG C RATING. Q 0 0 N CD (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) (BY OTHERS) s Q a 2 cn PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE RESTROOM RESTROOM RESTROOM RESTROOM RESTROOM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 Q_ 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 100A 100A 100A 100A 100A 3 - H I 0 _ (2003 )-/ (2003 )-/- (2003 )-/- (2003 ) (2003}T (2003) /- (2003)-/- (2003)-/- (2003) / (2253)-/- (2253)-/- (2253)- - (2253)-/- 02253) / (1003 )-/- (1003)-/- ( 1003)-/- (1003 '- (1003 ) Lo r, METER T T _ ____� i SPD . 0 CTs 1600A l b 200A O 200A 200A 200A 200A 200A 200A 200A 200A 200A q 200A n 200A ON 200A o 200A c� 100A 100A 0 100A v 100A 100A 0 N 3P ) Q) 2P I 2P yi 2P Qi 2P Q) 2P Q) 2P q� 2P Q) 2P QI 2P c�I 2P t I 2P i:11 2P p) 2P qJ 2P 0) 2P 4I 2P QI 2P QI 2P q� 2P y)2 (1)5"C BY CONTRACTOR i7 I I I I ! l I I I ( ( ! 1 I I 0 CONDUCTORS BY UTILITY UTILITY PANEL MDP 1600A,208Y/120V,30,4W,42 KAIC U ID TRANSFORMER , , , NEMA 3R 1 GRADE a TO UTILITY (5)5"C.BY CONTRACTOR . SERVICE j d CONDUCTORS BY UTILITY POINT 0 a a --(1)5"C BY v CONTRACTOR TRANSFORMER VAULT E CONDUCTORS BY BY CONTRACTOR H- UTILITY 15---- \-- 600 SWITCH VAULT BY CONTRACTOR i r-- in 1 ONE-LINE DIAGRAM - ELECTRICAL n E2B SCALE: N.T.S. a N a a) 0PIIUf ('n JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. � z NES/ DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS o 4.0,40••• +9195Pt ,j� DRAWN BY: M. COOPER TWALIIY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS °' ilii iii= - � jj .7fr . CHECKED BY: M. STREB CITY OF TIGARD, OREGON E2 B E •00deNA E = 111 SW Fifth Ave.,Suite 2500 �, �� .a:l: -- Portland,OR 97204 e, ty PLOT DATE: .-.�f= _- 0:503.227.3251 (� '110 /1 '� `�_ to pae-engineers.com = F: 50ko .4 81 l �Y x qF PoRRtS'� � PLOTTED BY: ONE LINE DIAGRAM ELECTRICAL SHEET 3 of Lo N N ,yrSf f DWG NAME: RECORD NO. ai REVISION DATE DESCRIPTION BY 1 EXPIRES 6-30-2020 1 TAB NAME: 1700395-XX 0 0 NAC (TYPICAL FOR EACH PORTABLE I RESTROOM) 0 -!st' -0- .-I— II 0 FA ANNUNCIATOR Q EXISTING FACP IN TEMPLETON CORE 4 DIALER V LEVEL 1 [� NOTES: 1. EXISTING FA ANNUNCIATOR IN TEMPLETON CORE. 2.PROVIDE 120V CIRCUIT IN MC CABLE AND BREAKER FROM PORTABLE LOAD CENTER. 3. PROVIDE NAC EXPANSION PANEL AS REQUIRED WITHIN PORTABLES. 4. REVISE BATTERY CALCULATIONS FOR NEW DEVICES. PROVIDE BATTERY CAPACITY AS REQUIRED. v -o 0 U GROUNDING SYSTEM v SCALE: NONE 0 W 0 h r i r / 0 v PORTABLE PANEL N N o 0_ NEUTRAL BUS 0 GROUND BUS 3 GRADE 0 N #3/0 GROUND RODS 01 0 U a 0 GENERAL NOTES: a A.ALL GROUNDING CONDUCTORS SHALL BE BARE COPPER CONDUCTORS, 6 PROVIDE PVC RACEWAY AS NEEDED FOR PROTECTION. B.SEPARATE GROUND RODS ARE TO BE PROVIDED FOR EACH a PORTABLE/RESTROOM. REFER TO MANUFACTURERS DRAWING FOR FURTHER INFORMATION. DO NOT BOND NEUTRAL AND GROUND BUS TOGETHER. 0 0 NOTES: 1.PROVIDE GROUND RODS AS REQUIRED BY PORTABLE MANUFACTURER. VERIFY SIZE AND QUANTITY BEFORE FURNISH AND INSTALL. t— - h GROUNDING SYSTEM Q SCALE: NONE d JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. E ��i N��F�f% DESIGNED BY: M. LOPEZ __ TTSD MODULAR CLASSROOMS -.• TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 'n .1.4000 0.::;�� :� X91951) DRAWN BY: M. COOPER *.� •5S• PA E —= 4 /'"�r CHECKED BY: M. STREB ::::•.i�4� 111 SW Fifth Ave.,Suite 2506 � "' CITY OF TIGARD,OREGON E 3 F- ...••• ••l:+� Portland,OR 97204 0•E `' - 44� PLOT DATE: z O:503.224.4681 n'f'503.227.3251 JLI Y • P\ '� (0 ,,� pae-engineers.com www.kof£com 9 5 PLOTTED BY: DETAILS - ELECTRICAL SHEET 4 OF • � FO R RESP DWG NAME: N NS14 RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRES 6-30-2020 I TAB NAME: 1700395-XX 6 00 REFERENCE ONLY O NOTES: 1.PROVIDE ADDITIONAL BREAKERS AS REQUIRED TO - ELECTRICAL PLAN REVIEW PORTABLE CLASSROOM LOAD CALC PANEL 'MDP' LOCATION: OUTDOOR SWITCHBOARD FACILITATE THE OPERATION OF ADDITIONAL PORTABLES. - VOLTAGE: 120/208 PHASE: 1 DESCRIPTION LOAD BKR CIR A B C CIR BKR LOAD DESCRIPTION CONNECTED VA DIVERSITY CALCULATED VA PORTABLE 1 } 17000 200/2 1 34000 2 200/2 17000 PORTABLE 11 LIGHTING } 17000 3 34000 4 17000 I EXTERIOR 42 125% 52.5 PORTABLE 2 17000 200/2 5 34000 6 200/2 17000 PORTABLE 12 INTERIOR 954 125% 1192.5 } 17000 7 34000 J 8 } 17000 RECEPTACLES PORTABLE 3 } 17000 200/2 9 34000 } 10 200/2 17000 PORTABLE 13 THRU 10,000 3600 100% 3600 I 17000 11 34000 12 17000 OVER 10,000 0 50% 0 PORTABLE 4 17000 200/2 13 } 26550 1 14 } 100/2 9550 RESTROOM 1 17000 15 26550 16 9550 MOTORS COMPRESSOR I 1 _..._..__ } TOTAL 8832 100% 8832 PORTABLE 5 17000 200/2 17 26550 18 100/2 9550 RESTROOM 2 LARGEST 3528 25% 882 17000 19 1 26550 ( 20 9550 HEATING 20000 100% 20000 PORTABLE 6 } 17000 200/2 21 1 26550 1 22 100/2 9550 RESTROOM 3 17000 23 1 26550 24 } 9550 , PORTABLE 7 } 17000 [200/2 25 j 26550 26 100/2 9550 RESTROOM 4 33,428 VA 34565.3 VA 17000 1 27 26550 28 9550 TOTAL CONNECTED LOAD TOTAL CALCULATED LOAD PORTABLE 8 17000 } 200/21 29 } 26550 1 30 100/2 9550 RESTROOM 5 161 AMPS 166.2 AMPS 17000 31 265501 __32 9550 PORTABLE 9 } 17000 200/2 33 } 34000 1 34 1200/2 17000 PORTABLE 14 00 17000 135 34000 36 17000 PORTABLE 10 17000 200/2 37 17000 38 SPACE REFERENCE ONLY } 17000: } 39 17000 40 SPACE SPACE ( I 41 I 0 42 SPACE PANEL SCHEDULE PORTABLES CLASSROOM LOADCENTER 191200 198650 1 181650 VOLTAGE: 1208/120V J AMPS: 1587.5 DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION PHASE: 13 LIGHTS 477 20/1 1 7685 2 90/2 7208 HVAC WIRE: 14 LIGHTS 519 20/1 3 7727 4 - 7208 - LUGS: 11600 MCB RECEPTACLES 900 20/1 5 8108 6 90/2 7208 HVAC AIC RATING: 10K - RECEPTACLES 720 20/1 I 7 7928 8 - 7208 - BUS: 1600A v RECEPTACLES 1080 20/1 9 1080 10 120/1 SPACE 0 _U RECEPTACLES 900 20/1 11 I 900 12 20/1 I SPACE SPACE 113 0 I 14 20/1 SPACE SPACE 115 I 0 16 20/1 SPACE SPACE 117 0 18 20/1 SPACE SPACE 19 0 20 120/1 SPACE a 16873 16555 ro- UJ VOLTAGE: 208/120V i- PHASE: 1 to N.T WIRE: 3 7 LUGS: MCB 0 AIC RATING: 10K 3 BUS: 200A N 0) 0 o_ U) C) 3 0 a. PANEL SCHEDULE PORTABLE 6 CLASSROOM LOADCENTER 3 - DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION 1 o _ LIGHTS (EXIST) 477 20/1 1 7685 2 90/2 7208 HVAC (EXIST) in LIGHTS (EXIST) 519 20/1 3 7727 4 - 7208 N. N. RECEPTACLES (EXIST) 900 20/1 5 8108 6 90/2 7208 HVAC (EXIST) 7 RECEPTACLES (EXIST) 720 20/1 7 7928 8 - 7208 - N RECEPTACLES (EXIST) 1080 20/1 9 2160 10 20/1 1080 COMPUTER LOADS 0 cp 0 RECEPTACLES (EXIST) 900 20/1 I 11 1980 12 20/1 1080 COMPUTER LOADS 0 SPACE 13 1080 14 120/1 1080 COMPUTER LOADS 0 0 SPACE 15 1080 16 20/1 1080 COMPUTER LOADS 0 L- SPACE } 17 1080 18 20/1 1080 COMPUTER LOADS 0 SPACE 19 0 20 20/1 SPARE 0 0 20113 18715 TOTAL KVA: 38828 0 AMPS: 161.7833 E VOLTAGE: 208/120V PHASE: 1 0 WIRE: 3 1 LUGS: MCB Lo N. AIC RATING: 10K T N. BUS: 200A 7 s NOTES: N D_ it - . E.. C<, PROP JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. coo `c'\. i �E / DESIGNED BY: M. LOPEZ —':sse: w� �'. TTSD MODULAR CLASSROOMS 00 5.:::: i9195PJ DRAWN BY: M. COOPER ..►...• / s TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS PAEy T J! 1 CITY OF TIGARD,°} viii nisi = y7 CHECKED BY: M. STREB OREGON E3A E ••..:: 111 SW Fifth Ave.,Suite 2500 P: ��« . Portland,OR 97204 °.E ' PLOT DATE: ••i i:! ---== _ - 0:503.227.3251 (� ,/G '� F: 503.224.4681 'y }' • `P <v \_ pae-engineers.com a www./coif. lei- FORRES�y / PLOTTED BY: SCHEDULES - ELECTRICAL SHEET 5 OFg/l`t DWG NAME: N tV RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRES 6-30-2020 ( TAB NAME: 1700395-XX ai 0 0 - ABBREVIATIONS DESIGNATION SYMBOLS DEVICE SYMBOLS AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP < — > CIO EQUIPMENT DESIGNATOR SEE SCHEDULE. TELECOMMUNICATIONS A AMPERE(AMP) KVAR KILOVOLT AMPS REACTIVE AL ALUMINUM LA LIGHTNING ARRESTOR 0 0 EXISTING TO REMAIN, EXISTING TO BE REMOVED 1 WALL OUTLET DATA: PROVIDE TWO CATEGORY 5E CABLES, UON. ARCH ARCHITECT 1 ARCHITECTURAL LTG LIGHTING 0 0 EXISTING TO BE RELOCATED, FUTURE 0 WIRELESS ACCESS POINT OUTLET. PROVIDE TWO CATEGORY 5E ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE CABLES PER OUTLET(UON). CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION ON © NEW, CONNECT TO F010 SURFACE MOUNT IP SPEAKER/CLOCK. PROVIDE ONE C CONDUIT MCA MINIMUM CIRCUIT AMPS 1 0 NOTE El CATEGORY 5E CABLE PER OUTLET(UON). CCN CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER CKT CIRCUIT MCC MOTOR CONTROL CENTER CLG CEILING MDP MAIN DISTRIBUTION PANEL , CT CURRENT TRANSFORMER MECH MECHANICAL PATHWAY SYMBOLS CU COPPER MH METAL HALIDE SECURITY DN DOWN MLO MAIN LUGS ONLY CONCEALED CONDUIT(DIAGRAMMATIC ROUTING; DIRECT ROUTING) EMERG EMERGENCY MV MERCURY VAPOR 10 CORNER MOUNT VIDEO SURVEILLANCE CAMERA ROUGH IN. EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH .......... PROVIDE ONE CATEGORY 6 CABLE PER OUTLET(UON) / \ UNDERGROUND CONDUIT(DIAGRAMMATIC ROUTING; DIRECT ROUTING) EP EXPLOSION PROOF NIC NOT IN CONTRACT _ MS MOTION SENSOR EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT El DOOR CONTACT EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS j STUB 1 TERMINATION FA FIRE ALARM PE PHOTO ELECTRIC CELL ar- HOMERUN ® KEYPAD FLA FULL LOAD AMPS PF POWER FACTOR ) CONTINUATION FLUOR FLUORESCENT PNL PANELBOARD FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT (2)2"C CALLOUT INDICATIING QUANTITY AND SIZE OF CONDUIT(EXAMPLE) INSTALLED BY CONTRACTOR PWR POWER FOIC FURNISHED BY OWNER SDP SUB-DISTRIBUTION PANEL INSTALLED BY CONTRACTOR STR STARTER • FOTO FURNISHED BY OWNER SV SOLENOID VALVE . INSTALLED BY OWNER SW SWITCH GFP GROUND FAULT PROTECTION TD TIME DELAY GFI GROUND FAULT INTERRUPTER TP TAMPERPROOF GFCI GROUND FAULT CIRCUIT INTERRUPTER TTB TELEPHONE TERMINAL BOARD GRC GALVANIZED RIGID CONDUIT TTC TELEPHONE TERMINAL CABINET GRD GROUND TV TELEVISION HP HORSEPOWER TYP TYPICAL HPS HIGH PRESSURE SODIUM UG UNDERGROUND HV HIGH VOLTAGE UPS UNINTERRUPTABLE POWER SUPPLY HZ HERTZ V VOLTAGE IG ISOLATED GROUND VA VOLT AMPERES INC INCANDESCENT VP VAPOR PROOF JB JUNCTION BOX W WATTS KW KILOWATT WP WEATHER PROOF ' • KWH KILOWATT HOUR XFMR TRANSFORMER KV KILOVOLT XFSW TRANSFER SWITCH • DEVICE MOUNTING HEIGHTS CEILING GENERAL NOTES: l\ 1. LOCATE ALL FIRE ALARM DEVICES PER CODE. MIN 6" ® 2. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. FIRE E 3. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH WORKING SURFACE — MILLWORK CONTRACTOR. (TYP) 4. IF APPLICABLE,TELCOM CONSULTANTS DRAWINGS TAKE BACKSPLASH -- 90" MAX) PRECEDENCE OVER THIS DETAIL FOR TELCOM DEVICES. O 80"(MIN) \-- 0 0 o I — — - o NOTES: 0 0 0 0 0 6" 1\6" Y 10 TELECOM OUTLET . ® WALL PHONE NOTE 48" 0 RECEPTACLE 0 ABOVE COUNTER DEVICE 0o O .� MAINTAIN A CONSISTANT HEIGHT a a 0 30 FIRE ALARM PULL STATION THROUGHOUT SPACE 020 18" THIS IS A STANDARD LEGEND SHEET,THEREFORE,SOME SYMBOLS MAY ® LIGHT SWITCH ® FIRE ALARM STROBE APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. FINISHED FLOOR Q CARD READER BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. • JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. snioc TIONs'°isr DESIGNED BY: M. PETERWORTH 411.41”.0------ 4* -":44. TTSD MODULAR CLASSROOMS .......... o G� DRAWN BY: D. WIRTALA 8 H/C'S� o TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS TI ��..++iii: P A E - - , ui MATTHEW PETERWORTH m CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON S....� 111 SW Fifth Ave.,Suite 2500 �M -s! Portland,0:503 2 OR 97204 _fn PLOT DATE: 02/20/2019 = -z _ O:503.227.3251 BIOS' ID#165662 4.0 w 503.224.4681 "' S + s z- e PLOTTED BY: M. PETERWORTH SYMBOLS, LEGENDS & ABBREVIATIONS - TECHNOLOGY SHEET 1 OF pae-engineers.com www.kpffcom x �RCDO• DWG NAME: RECORD NO. N REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX -51'4. 0 Li Lej ;� GENERAL NE : ,... '\� A.CONDUIT TO BEOTROUTED UNDERGROUND OR UNDER '\\\\ I ' DECK/WALKWAYS./ \* `� �. I • BASEBALL DIAMOND VI < --.., \k% °<,.., 4../ CP:'214) '''''.- • \,\ 4j�y ^ GOAL•OS_. T ! / \\ \ Sfi O QST 4.)�/ • \,\ BALL FIELD v/ 4...., v/ill° (1)2"C Q NOTES. / P-13 ,,• 1. EXISTING PORTABLES IDF. PROVIDE MODULAR CATEGORY TALITY MIDDLE SCHOOL / 2-STORY CONCRETE BUILDING /W5E PATCH PANELS IN EXISTING RACK TO SUPPORT •/ // ADDITIONAL DEVICES FOR PORTABLES P-10 THROUGH P-14 / ~ AND NEW COMPUTER LAB. 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Ft r�� _1� _ _ ° 1 -J `\. '") �.� Win .- , -', .'ry 4� (T.j 0 0i 0 to f ATE j7/7 / FIRE tAN /GATE FirtE wEIi. GENERATOR ., ' I 0 o gIEt) . .„,.. ... �c,,./\, J / / /�/ 1 kAN .' I GATE / / 41-3- ‘.- NCt u 1...-1 — • / 'LANTE R BOXE- \ / /// J F \, +t ye •07 \ \\\ \ /**- _ r • ',`— - II / I / \ \/ u I II! I , i ,t 0 7.' . „ I SITE PLAN - TECHNOLOGY SCALE: 1"=30'-0" JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. �J��GATiONS 0/ r� DESIGNED BY: M. PETERWORTH TTSD MODULAR CLASSROOMS ........ ........ :...... ___, p A E I i DRAWN BY: D. WIRTALA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS T2 •sou••• •iii ¢ �P Rwo>�rN o CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON ••••ter 111 SW Fifth Ave.,Suite 2500 .5••• Portland,OR 97204 7 `� PLOT DATE: 02/20/2019 .- =� — O:503.227.3251 fey B1CSt iD 165662 2h F: 503.224.4681 "b �xarREs izi.21 ��' PLOTTED BY: M. PETERWORTH Co pae-engineers.com www.kpff.com �ilx bew�Rc SITE PLAN - TECHNOLOGY SHEET 2 of 4 N DWG NAME: RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX GENERAL NOTES: A. DEVICES TO BE SERVED FROM PORTABLES IDF IN EXISTING PORTABLE P-9. i - B. DATA OUTLETS IN EACH TYPICAL CLASSROOM TO MATCH CURRENT OUTLET LOCATIONS AND CABLE QUANTITIES. 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Noc',MONS ok, DESIGNED BY: M. PETERWORTH TTSD MODULAR CLASSROOMS a•411.11,Ora• 0 (A DRAWN BY: D. WIRTALA SHOO••• Bial t TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS T2A . ...... _ 00 , :::: :::: PA ECITY OF TIGARD, OREGON 1 •••041111111 . - 111 SW Fifth Ave.,Suite 2500 icEitu mArniEw j pETERwoRTH tai CHECKED BY: M. PETERWORTH •••411.11.11110 Portland,OR 97204 ro co z SIMI ID#165662 4.7 ••••411.1111. =It:tr. i, ---- --- 0:503.227.3251 PLOT DATE: 02/20/2019 F: 503.224.4681 10,44:70ESdatfil PLOTTED BY: M. PETERWORTH SHEET OF pae-engineers.com www.koftcorn TYPICAL PORTABLE TECHNOLOGY PLAN 3 4 - ,j) 'VRCDO• DWG NAME: RECORD NO. _ . C•1 REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX IP SPEAKER/CLOCK (TYPICAL) CONDUIT TO PORTABLES IDF DATA OUTLET (TYPICAL) L \i- - \ _ T ` _ GRADE SUPPORT CABLING UNDER PORTABLE WITH J-HOOKS (TYPICAL) SECTION PLAN - TECHNOLOGY SCALE:N.T.S. CABLING LEGEND i —I DATA DROP I < CAT 5e � UNSHOELDEDDTWIST( P CRS)CAT 5e(UTP) < CAT 5e 1--- ISP E°ERN, IT CLOSET I I ITYPICAL CLASSROOM i 0 ONE - LINE DIAGRAM - TYPICAL CLASSROOM SCALE:N.T.S. 1 } JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. Jost+oris%r DESIGNED BY: M. PETERWORTH —,:=:: $ .C.'"--' ,1:919e, TTSD MODULAR CLASSROOMS �:.;t: Cr o G.x DRAWN BY: D. WIRTALA :::;2: kip_ Bits/ o TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS T3 i=ii ilii o CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON ••+.� 111 SW Fifth Ave.,Suite 2500 .•,.�� p A E uthMATTHEW J PETERWORTH to BBICSI ID#165662 a41100•411•411.:= == � Portland,OR 97204 O:503.227.3251 PLOT DATE: 02/20/2019 M F: 503,224.4681 d r�REs 12-31-21 �� PLOTTED BY: M. PETERWORTH x pae-engineers.com www.kpffcom �;, w� `� TECHNOLOGY DETAILS SHEET 4 OF 4 Rcoo• DWG NAME: RECORD NO. N REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX z' a•5- `m: N :47 o _-= -_ CODE COMPLIANCE GENERAL NOTES: ce I- N u ALUMINUM MODULAR RAMD & STAIR SYSTEM CONFIGURATION - = = "' h m = 1. IBC 2015, CHAPTER 10 COMPLIANT 0- /*'-`^�- (1' o % --.'- ','..'L,. _ 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN 0 = Z 2. ANSI A117.1- 2009 COMPLIANT PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS. INC. PRODUCTS PRODUCED THE C/) t- v TYPICAL COMPONENT SIZES STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. (-9 / Z r'i W 3. RAMP SLOPE, MAX.RISE = 1 12 (VERT/HORZ) 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC (. (" (� W = ,' N�51 ... LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS ( / ) REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD o Z a W u RAMPS: 48" WIDE RAMP UNITS CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN co AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE m i (.'7 " �'``' 4. CROSS SLOPE, MAX. = 2% w STAIRS: MAX. 5"-7" RISE x 12" TREAD x 48" WIDE Inc. STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS. INC. -.. i-- a \ IeICO111e Rarrip SlSte1lhh1S, c 5. STAIR RISE = 7" MAX., 4" MIN. 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL • y W Z . 6. ADD TIONALE LESS HENG ENGINEERING AN 2%. THE IJUSTIFICATIION SHALL BE 48" FROM MAXIMUMUM RUN SHALL BE 30'. THE HE PLATFORMHTOT W FINISHED Z ITHOUT \ CO /CC 1 = "t'.6 N DESIGN LOADING: GRADE. Q ►- Z Component Aluminum Ramp System for6.1. DECK/RAMP 100 PSF 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. N o R 6.2. STAIR TREAD 300 LBS./TREAD 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. Q Z . Safe, User-FriendlyBuilding Access 6.3. RAILING 50 PLF/200 LBS. CONC. cc x > Z 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS cc o go `I ��n�� /� LOADING PER 30-FT RAMP `n CO W W Y�'YY YY.welcomerampsystems.com 6.5. WIND LOAD 135 MPH, EXP C, Kzt=2.0 PLANKING: o 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. 'D' - THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. . ... RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. o 7. DOOR CLEARANCE AS REQUIRED BY IBC. •- PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR "E 8. STANDARD 3 LINE RAIL FOR COMPONENTS 30" 0 STA RSH ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. N OR LESS FROM GRADE TO WALKING SURFACE LEGS•LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. w OF RAMP, LANDING, OR STAIR. LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. 0 0 2 9. 42" VERTICAL PICKET GUARDRAIL FOR LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBING.CUSTOMER APPROVAL COMPONENTS OVER 30" FROM GRADE TO ••• ADJUSTING BOLT - 3/8" X 2-1/4" GRADE 5 CAP SCREW W/NYLON LOCK NUT, ZINC WALKING SURFACE OF RAMP, LANDING, ORPLATED .i4W111),,',1 •"--. ` �►STAIR. ALUMINUM: ^ '1, Li ❑ APPROVAL THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. I I MU I orae I OTVE I Li see 1 53 J n 0 APPROVED EXCEPT AS NOTED .- ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF i r Or 1 Q. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF 35 KSI. •.. �` .ito 4• :�' ❑ REVISE AS NOTED AND RESUBMIT RAMP, PLATFORM, OR STAIR NOSING. INSTALL 19378 BOTH SIDES OF STAIRS AND RAMP. HAND RAILS: ... STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ITAPPNDLBY DATE 11. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER HORIZONTAL RAILS EXCEPT THE TOP 1-1 2" ROUND HAND RAIL. IAi. IS UNDERSTOOD THAT THIS APPROVAL REPRESENTS THE FINAL / f AGREEMENT BETWEEN ALL PARTIES AS TO PROJECT WALKING SURFACE AND RETURN TO WALL OR ... STANDARD HANDRAIL (W/O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF 09�27/20i9 SPECIFICATIONS AND METHODS OF CONSTRUCTION. MATERIALS RAIL COLUMN. 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE AND EQUIPMENT NOT LISTED SPECIFICALLY IN THESE PLANS AND HANDRAILS. SPECIFICATIONS WILL BE CODE APPROVED MODULAR STANDARD 12. RAMP AND RAILINGS TO HAVE CURBS WHICH DO ... PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL PRODUCTS.ANY MODIFICATION TO THESE PLANS MUST BE MADE BY NOT ALLOW PASSAGE OF 4" SPHERE WHERE HORIZONTAL RAILS. iv-"a• '°'-"r`• CHANGE ORDER AND HAVE THE SIGNATURE OF ALL PARTIES INVOLVED. ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF ... HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY THIS APPROVAL SUPERCEDES ALL OTHER THE WALKING SURFACE. ABOVE WALKING SURFACES. N PLANS AND SPECIFICATIONS. WELDING: d °o 0 0 a 13. FOOTING INFORMATION: ._ ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN-PLANT FABRICATION. NO 0 O o .„o o �„0 12"x12"x 1-1/2" P.T. WOOD OR 12"x12" ON-SITE WELDING IS REQUIRED. = a n N a N PRE-MANUFACTURED ABS PAD REQUIRED UNDER •- FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR ANDin „ « „ ALL ADJUSTABLE LEGS. IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. >- l'; l u 5 It ?ti 5 w ._ WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. Q 0o 00 0 00 ._ WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS vs I- 2 2 2 ------� 2 WARPING OF WELDED ELEMENTS. Lu Z FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. O 2 O 80LTS: C7 " ... ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE U, W Lu LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE EZZ O - SPECIFIED. • ... HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL cc w cmc 1 1 FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. S a Cal TECH SCREWS: ,- ZINC PLATED #10x1", SELF TAPPING. 0 H L a O Zp- ,jv iii 4, v 8 $ Q N 2J - $ $ w r , , O OG 12x12 POLY PAD 0N I LaGO E\ M O E _ (3) 1/2"� BOLTS y4" NOSING RADIUS, z ,_ LL 1 EQUALLY SPACED THRU ao 0 m I 1/4" X 7" STAIR END TOP & BOTTOM o o 0 ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER N ce INTOPLATFORM. TREAD 1 1/2 ¢ PLATFORM3,4, OR 5 AL TREADS PER ".14.1O HEIGHT VARIES 0�-9" STAIR. o I - T-SNAP I (OPTIONAL) STAI IS (UP) I I V 1 11" RUN \ E EXTRUSION 16 GA. X _ °D F- �� 047-15/16" �� 1" l PLANK,- AL. AIR o O m a = CUSTOM CONFIGURATION < r m 1FLAT GALV. - __>•c j 2"x12"x48" 1/16" = 1'-0" � STEEL, TVP. 3"X1-1/2"X.125" AL. 1 x1 x FILLER ANGLE. ! 1/4" x 8" ALUM. " " I' PLATE CARRIAGE 7" RISE PLATE W/TECH PLACE ENDS UNDER TREAD SEE DETAIL 5 -''"�' 7" RISET = L� SCREWS FOR HOLDDOWN ANGLE TO SECURE LEVELING FOOT N �,_,) I- ALIGNMENT/ IN PLACE. 6'-0" DETAIL 6 0'-5 3/4" I DETAIL 2 - STAIRWAY ELEVATION O HANDRAIL BOTH SIDE OF RAMP ' \ 5 CLOSED EQUAL RISERS SCALE: 1/2"=1' �_ DETAIL 3 �.- 0 4" MIN TO 7" MAX. HT. NOTE: Q IV "S" BRACKET W/TECH1. TYPICAL LANDING WITH STAIR CONSTRUCTION STAIR TO MEET ANSI ICC A117.1-2009 ~ _� 0'-2 3/4" -P- <<s��SCREWS ^ \--. I- Q (DIMENSION CHANGE TO MATCH PLATFORM SECTION) SECTION 504 AND IBC 2012 SECTION 1009 3 , C \--1 "tI` (TYP) 1i" SQ. TUBE, i"- ��" �- W .- I- vi. 6063 T6 iiiiiiii;t'',,, (/) \ �HHS1x1 (TYP) 8.3/4" u' . : , I A 42" VERTICAL PICKET GUARDRAIL 12» 11 CO -- -` T-SHAPE (2) "Ox 4" LAG BOLT, w/BALLASTS TO PREVENT A 4" "-••'"- 0' 1 1 /2" z "] �,�..,.r.•�"r •■*� --- ---- ----- --�-- --- '` -� ----� ^ �, SPHERE FROM PASSING THROUGH � T-SHAPE EXTRUSION END GALV. OR SDS300 @ EACH �:1 I _ _ I EXTRUSION PLATE 5-FT PLATFORM SECTION - WHEN OVER 30" ELEVATION, BOTH --•- Q < Q •:_, --- _ OPTIONAL END PLATE SIDES OF STAIR. HANDRAIL J L - ADDITIONAL 5'X5' SECTION A ADJACENT BUILDING ,�� " , CONNECTION, a_ --_ 0 DETAIL 6 PLATFORM/S. RAMP CONNECTION 1/4" TRACTIONNII23 I I (`) F SCALE: 3"-1' y 4"LONG X 1-3/4" LS TREAD s!�X 1-3/4" X 0.25" I I I 1/4" TRACTION - = PLANK PLATFORM ' AL ANGLE WITH (2) Q SEE SECTION C SEE DETAIL 5 TREAD INSTALL BOLT WITH 1" ^ 3/8" TACK SCREWS 0 0 NOTE: USE THIS RAILING PLANK _ i I MIN. CLEAR IN lW z TYPICAL ELEVATION (WITH STANDARD RAIL) FOR 30-INCH OR LOWER _ co ,_ r' -' I I- HANDRAIL TO INTO POST. WELD I Q "- " TOTAL PLATFORM HEIGHT. _ \ AROUND HOLE. (TYP.) '- / N ALL AROUND, ANGLE Q SCALE: -1 -0DETAIL 3 I- 2" x 2" x 3/16" _ ^ HANDHOLD :t r �-°)^"11111016^ -0, RECEIVER TUBE SCALE: 1/2"=1' 3"X1-1/2"X.125" AL. iN 5" LONG (TYP.) •• • SEE DETAIL 6 FOR PLATE W/TECH .�� I 1 " LSTAIR PLANK, 1/4" MARGIN, TVP. - HANDRAIL BOTH SIDE OF RAMP CONNECTION DETAIL SEE DETAIL 3 SCREWS FOR _ ,f i • PICKET , LENGTH OF RAMP SECTION `�FOR HANDHOLDALIGNMENT I I 2" a SECTION D 2""X 12" X �� 11-781-I >- i- SUPPORT RAIL 8' \ TFORM SUPPORT RAIL & �' 48 IL M V) OR I 1 I A CONNECTION TO BUILDING / I CDO o z = HHS'I "x1 " 3 HOLES PER SECTION B - g r i- SUPPORT, TYP •~� RAMP SUPPORT RA] " 1-1 j2" AL. ANGLE, w d w "DIA GRADE '_ t SCALE: 3 =1' DETAIL SCALEST�1�2HAND RAIL3/16" w z 3 w a TREADIn THICK STAIR Q, DETAIL 3 5 ZINC r T I • _ ^ SCALE: 3'=1' AL. VERT. HAND RAIL STIFFENER w 13" o V)Q w Z F cO 1 x1 x.125 SQ. Z --" w w=Q,? 1 "x 1 "x.125 AL. ANGLE / ' I`7 3/4 z O=o 12" LONG 1�"x1�"x.125" SQ. THREADED w °�w w HOLD DOWN FOR TREAD. .- -` TUBE INSERT. WELD TO 1 ADJUSTMENT o H L'- BOLT AT MIDDLE AND ON i' OPTIONAL -----~ -� 4"x4"xi" AL, BASE PLATE �. HANDRAIL BOTH w 0 a N N w .�' ADDITIONAL 5'X5' .. SIDE OF STAIR __, � w z =z J ENDS THROUGH ,_.,,....._s--- -- _ / „� -cn -.- - _. ___ -- - �_ PLATFORM/S. Lu L-SHAPE. in GRADE 5 0 _ �, -/ �-'`, // \\ 1"x2" AL. FLAT BAR THAT ^ - z cn= �` BOLTS. _ ..._..-, ,�'! 3 - � , / i" CONNECTS RAMP STRINGERS (0 �� 4" SQ. TYP. N 0? w= 1:12 = SLOPE. TYP. _ _ _ - I I� I t t 23 DETAIL 5 w vwi o,71- \ -- _ - � ~' I I "1"x13" AL. PLATE WELDED TO y LEVELING FOOT p=c>!w SEE SECTION C =c +• ```�, --_-_ _ I: �` (I't 0 I 4x4xY4 PIER BASE =++, / I EXTRUSION TO MAKE CONTINUOUS PLATFORM f SCALE: 3"=1' Id~CL m w vl " s: / w/ (2) 5/16" �l L SHAPE INSTALL BOLT WITH 1" I p w O`S _ -1 1 FOR 1 �► RAMP TION o HOLES 0 CORNERS , , 1 w > �� MIN. CLEAR IN i 4" way °- (2) 3" BOLTS. 1 -1 1 FOR 8' RAMP SECTION • ,� AROUND RHOLE. PLATE -\ cv z N'-o SPACE 2" APART ON CENTER, + - I --.. _ (TYP.) Li J _v 4 0 z r TYP OF ALL HANDRAIL ANCHORS, WELD EXTRUDED T-BAR SHAPE ON ENDS 1 "x1 "x.120" SQ, TUBE CROSS NOSING DETAIL CI 2" x 2" x 3/16" • __=_s ^ I „ w z w o OF EACH RAMP SECTION & LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP RECEIVER TUBE 0. CU ,J _-,I -�N w " ------ 5" LONG TY ( • - In 1) I �-- > DETAIL E SECTION. WELD TO LEG POCKETS AND (TYP. L-J) w w N In USE (3) (GRADE 5) 1} EQUAL SPACED BOTTOM OF EXTRUDED L-BAR SHAPE. • --.....11 ___ _ ' z 1.... a ac cn i -� ^ 1/4" MARGIN, TYP. Q> U z w BOLTS WHEN JOINING RAMP SECTIONS - STAIR PLANK � v'w-_ TRT 16x16 ABS PAD UNDER TOGETHER. NOTE: USE THIS RAILING �� 0 " " » N w ~w 11" r0 I f R_ 2 x 12x48 ~'� -1 (.5a.3 an o POST W/(1) SDS25112 THRU TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM ---� SPEEDRAIL .azw � (1) OF (2) HOLES IN POST " " HEIGHT GREATER THAN 4" HANDRAIL TIE <cc¢~ow w FOOT TO PAD SCALE: r =1'-O 30-INCHES. 1-1/2" AL. ANGLE, ©w N} m DETAIL 4 - STAIR HAND RAIL M In 0 SECTION C » ' 3/16" THICK STAIR DETAIL 6 SCALE: 1/2"=1'=1 / w o w w w RAMP END TRANSITION END LEG TREAD STIFFENER HANDRAIL CONNECTION to 0 w a-P cn • SCALE: 3"=1' SCALE: 3"=1' z w I-<z X I-30t>:wa 64'-0" ,' , 1/2"%x 5" LONG W/ 3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES 6'-0" 6'-O" 6'-O" 6'-O" 6'-0" 2' 2' 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 1/2"0 x 4 1/2" LONG BOLTS 1 ;, ;e ;* e ,+ ,* ,- c° ¢\ 0 C.1 AND2r6"F OMSHERS EACH SEND " 1/2"O x 4 10/2" LONG BOLTS . �' W1//2"10 1 1 2" WASHERS (2 3 BARS EACH DIRECTION 4x6 PT HF#2 POST TOE-NAILED / / 8,> BOTTOM BARS TO BE 1" CLEAR TO BEAM & PADS 32" O.C. AND 6"FROM EACH �� / OF BOTTOM M L M L :ND ' 3/F1 16" BARS TO BE ASTM A-65, GRADE 60 1- --\ °� :IL-�l / U v , _____ PT WOOD SHIM AS NECESSARY ` ZiZ-- 8x 16 CMU BLOCKS (-' (- -► -] -] I- (- ! r (- �- 2x12x24" LONG PT HF#2 WOOD x . ... .,x,. ... �. , . ,. x-1 PAD W/ 2X12X12 PT OVER; PRECAST 16" SQ. x4" L - —I L J (_ J L J L__1 L._ i__.1 (- _J 1; CENTERED ON 4x6 POST AND REINF. CONC. PAD, . I . 1 . 124 . ' . . ALT: 2x12x24" LONG �;,i v�► NAILED TO 2x12 - PT HF#2 WOOD PAD 2,P1 0 1:0PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL 4/F1 4/F1 Scale:1/2=1'-0" F1 Scale: 1/2=1'-0" F1 Scale:1/2=1'-0" ACCESS PER NOTE #8 , I-ii.--- , .,4 71r7 1 -• -1 NM -$- /-1/2"0 BOLTS THRU BOTTOM PLATE 1- - - --1 - (2 PLACES ® EA. PAD, 1/F1) 1„----BLOCKING I/"-`BLOCKING s'-o" �, 8'-O" Is' o" $'-o" s'-o" s'-o" s' o" �, s'-o"4x4 POST AT PADS4x8 H.F. 2 MIDSPAN 4x8 H.F. #2 MIDSPAN / / , I X • I `•-- \I 4,0,, n 16"x I SUPPORT BEAM SUPPORT'$EAM o L -•- J L --•-- J-PAD TYP., 1/F10RCED CONCRETE I JACKSTAND . JACKSTAND ' 1 F. 5/F1-3 PADS 71o/Fl-6PA: --dam- --4-� BOTTOM PLATE 16 SQ. x 1" POLY„ _ z PRECAST 16” SQ. x4" 7 F1 5/F1-3 PADS IN Z PAD, ALT: 2x12x24 -. JA\ REINF. CONC. PAD, (-X - / (-i 1 CORNER PAD VIEW B-B LONG PT HF#2 WOOD -} 2X4 PT TOP & BOTTOM PLATE PAD * - ©^I - E-�� - E-o-I _ _ I■I f ( _ F�-I - I-�� F-®-I - CONC PAD, 1/F1 -.� L l_ J L_ -J III �� f■f I 4X4 PT POST AT PADS L -J L J 2x4 H.F. PT STUDS © 16" O.C. 2X8 BLOCKING L-x J W SHEAR WALL PER NOTES °-"-H-----1 6 WIDE GALV. h", MAX. MESH 4X8 H.F. #2 MIDSPAN I 1�.----2x8 PT BLOCKING o FROM SKIRTING TO RUNNER W/ SUPPORT BEAM 4x8 PT H.F.#2 MIDSPAN h 2/F1N-- 6/F1 2/F1 GALV. STAPLES T&B '� 4X4 HF#2 POST SUPPORT BEAM W/SHIMS ATTACH 2X4 PT PLATE W/ BOLTS TOE-NAILED TO BEAM I 8x16 CMU BLOCK �. z PROVIDED IN PAD, 1/F1 & PADSf• 1 PRECAST 16" SQ. x4" co _ I. - 2x12x24" LONG P.T. HF#2 _ i� --• REINF. CONC. PAD, — - ^ —i - - WOOD PAD W/ 2x4 OVER .- �► , � ALT: 2x12x24" LONG .. e� 'ii �' i B B - ' CENTERED ON 4x4 POST I _ �'� _ J t AND NAILED TO 2x12 PT HF#2 WOOD PAD 2X4 P.T. RUNNER W/ 120d STAKE EA. END 0 EXTERIOR WALL DETAIL 4DMID-SPAN SUPPORT, STANDARD 7A MID-SPAN SUPPORT, OPTIONAL - VENTING PER NOTE #7 Scale:1/2=1' 0" Scale: 1/2=1'-0" Fl Scale: 1/2=1'-0" O r` 2/F1 . CMU BLOCK I- —1 1--1 -I (--1 -J -I -1 f -1 (- -1is •I L NOMINAL SHEATHING W/8d {� \ (_�, L_X_1 L__1 L__J I_ _J L___I L_ _J I__JL__1 L- L J �_I 7/16" SKIRTING 4712" W WATERPROOFING TO 6" I I r , C ABOVE GRADE FLASH OVER EXPOSED -- Lf J WATERPROOFING OR USE UV STABLE _ r....,,„ • VIEW A-A ti FLOOR STRUCTURE FLOOR JOIST, TOE-NAILED TO �- WATERPROOFING PRODUCT. FOUNDATION PLAN IA sBEAMPT 2X4 Wj(2)10D AT EACH JOIST Scale: 1/4" — 1'-O"F �gil. ;..;. �- PT 2X4048 O.C.Wj U24 EACH END Cl. ��3 co r WOOD SHIM AS NECESSARY 4x 8 H.F. #2 MIDSPAN BEAM da *� 18x16 CMU BLOCKS PT 2X4 RUNNER NAILED TO PLATE ■ „� C) _' /'� , PT 2x4x12" LONG POST BEARING o W/ 16D ® 6" O.C. C_ / PRECAST 16" SQUARE x 4" DEEP II - BLOCK, NAILED TO BEAM & PT '-- 1/F1 PER PLAN 0 • REINFORCED CONCRETE PAD POST. oa i� A �/ A PT 4x4 HF#2 POST TOE-NAILED ' r TO BLOCK OR CMU BLOCK . I 2x12x24" LONG PT HF#2 WOOD PAD NOTES: 4 '-ATTACH 1 j2"BOTTOM EPDXY BOLTITO MIN. W/ 2X4 OVER CENTERED ON PT 4x4 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. -( POST AND NAILED TO PT 2x12 OR 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". - = EMBEDMENT 16x16x4 CONC. PAD ___r-T--.,,---..,----,-__---if_ - 0 OPTIONAL CORNER DETAIL �s MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL - 0 Scale:1/2=1'-0" F1 Scale:1/2"=1'-0" Fl Scale: 1/2=1'-0" ■ ■ mon N SOIL ANCHOR PER NOTES, l'ii---) = • SHEET F-1. CROSS-DRIVE W/ SHOVEL FLOOR ML RIM JOISTS FLOOR STRUCTURE O PLATE SHOWN. ROOF COLUMN CL-1 ::- WOOD SHIM AS NECESSARY PT W000 SHIM AS NECESSARY STRUCTURAL NOTES: CLASSROOM PLAN � PT 4x4 HF#2 POST 4x 16 CMU BLOCKS TOE-NAILED TO RIM 1. GENERAL: 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH i' 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS AND OTHER 6.2.4.2. SOIL CLASS 2 (ASPHALT W GRAVEL BASE OR GRANULAR STRUCTURAL FILL, 24" MIN./ . ' JOISTS & PT DADS CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DEPTH): (2) 36-XDH W/'MMASD2A' STABILIZER PLATE. f DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. STRAP PER ANCHOR MANUF. / / 6.2.4.3. SOIL CLASS 3 (LOOSE SANDS & GRAVELS, STIFF SILTS & CLAYS): 4430-DH U S /- 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE z q ��' I 7 --- [----1 REGIONS. THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE SPECIFIC DESIGN AREAS AUGAR-ANCHOR SET VERTICAL W/'MMASD2A STABILIZER PLATE INSTALL. _ gio �_ AND MAY NOT MATCH THE BUILDING DESIGN CRITERIA. MATCH THE FOUNDATION TO THE SPECIFIC 6.2.4.4. SOIL CLASS 4 (LOOSE SANDS, FIRM CLAYS AND SILTS, ALLUVIAL FILLS): 4636-DH i - N as Z -6" (TYF. 00 Z I I I I I SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. AUGER ANCHOR SET VERTICAL W/MMASD2 STABILIZER PLATE. z N —SOIL ANCHOR PER NOTE f i 2. DESIGN INFORMATION & LOADING: 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. w / V SHEET F-1 \ --' ' , I I 2.1. BUILDING CODE IBC, 2015 7. VENTING: Z t7 Z g i/1 1- -� / 2.2. RISK CATEGORY II 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. t - ` Z 2x12x36" LONG 2.3. ROOF UVE LOAD 25 PSF, SNOW 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF z ut °� a PT PLATES (3) 2x12x72" LONG PT PRECAST 16" SQUARE x 4" DEEP 2.4. FLOOR LIVE LOAD 40 PSF OR 1,000# CONC. VENTILATION PER 1500 SF OF FLOOR AREA. "' • CO Ei b63 HF#2 WOOD PADS PAD, 5/F2, t7 'I ,a a # PER F1 2.5. WIND CRITERION 110 MPH, EXP C, Kzt=1.0 8. ACCESS: `� Z `" .. ANCHOR DETAIL 10 M/L POST SUPPORT, STANDARD 1oA M/L POST SUPPORT. OPTIONAL 2.6. SEISMIC CRITERION SDS=1.0, SEISMIC CATEGORY D 8.1. PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. �_ 4 _ 2.7. SOIL BEARING 1,500 PSF, SITE CLASS D 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL BUILDING STRUCTURE. 0 o c is Fl Scaj�a./2=1'-0" F1 Scale:1/2=1'-a" F1 Scale: 1/2=1'-0" 3. CONCRETE: 9. SITE CONDITIONS: 1 3.1. DESIGN COMP.STRENGTH 2,500 PSI 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL, STRUCTURAL FILL OVER 3.2. REINFORCING BAR YIELD 60 KSI UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL,. 4. MASONRY: 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM 2 z 4.1. 8x16x8 UNITS ASTM C-90, GRADE N D-698. 0 4.2. SET UNITS W/CORES VERTICAL & NO MORE THAN 3 HIGH, PER PLAN 9.3. SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN. GRADE OF 2%. 0 cc ,.� z 5. WOOD: z -J ,;; d 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED cn < ~ FLOOR STRUCTURE OTHERWISE. Q 6 z z 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. 5 U o z N 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR m GG e-1 a 0 164 I f—PT WOOD SHIM AS NECESSARY HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. w Q Iilh 8x 16 CMU BLOCKS 5.4. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. } D --I . w II ''�-PT 2x4 TOP & BOTTOM PLATE 6. SPECIALTY ITEMS: 'MINUTEMAN' OR EQUAL. www.minutemanoroduxcts.com I-- 0 5 Q w o .0------t 4x6 PT POST 0 M/L PADS TYP 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# Q 0 (11 z N oPRECAST 16" SQUARE x 4" DEEP 6.2. SOIL ANCHORS SHALL BE MINUTEMAN IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE p ¢ ?, k- fe** 41-- PAD, 5/F1, PER F1 MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: gtO"1' 4.`47 Wo _ Q aikED PROF£ s. U �. Ln w 0_ R,d. I 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# ��.&GZSTE' .; 9,40,��` c,�� ; ��Apr <�,G 1 NE.,, % Y X N m Q Q 4.-- 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 4' 1 }J e� 12327 PE CO a 6 1/4'; )`-.ATTACH BOTTOM PLATE TO PAD 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. a, - 6 l Z 'J`'' CV 3 w • r W/ BOLT PROVIDED IN PAD 6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: 39"7 ,�, • • p �` 0 M/L EXT.COL.SUPPORT d ,A , o &1 78 4' '.1 ,,OREGON A) til 0 Qj g .� REVISION DATE:02/20/2019 Scadl �/2a"-cam 1'-0„ �tYE OF �4�Z �Cs �5,9'6ONAL �� 4�qN 7:2 3, �g G�� Fl W. B W. gFt Ei RENEWS:09/30/2020 I II RENEWS:09/27/20191f EXPIRES: DECEMBER 31, 20191 SHEET: 1 OF 1 PMSI-1OSEPH MANGAN STRUCTURALg o LENGTH OF UNIT l=kd- i CD i I . DESIGN INFORMATION $ LOADING: N :4 4 I . I . BUILDING CODE IBC, 20 12 $ 20 15 EDITIONS, OSSC $ WBC n W i . 2 . ROOF LIVE LOAD 30/40 PSP, SNOW t� (1 z R g V la— :. V I .3 . FLOOR LIVE LOAD 50 PSF OR 2 ,000# CNC. / 0 z oD :2 -ti Iii I.i � bFti W i 1 –64 I .4 . WIND CRITERION 1 15 MPH , EXP B/C, Kzt= I .0 m 0 e (TYP.) TYPICAL UNIT S--IN o I . 5 . SEISMIC CRITERION SDS= I .0, le= 1 .0, CLASS D, CATEGORY D — W 0 SUPPOR BEAMS to 2. ASSUMED SOIL BEARING ! , 500 PSF VERIFY W/LOCAL BUILDING OFFICIAL 143 °C II I � � / ) 7 � J = a D2M A TYPICAL AT 3 . WALL PLATE HEIGHT 9 -0 < I- f . g D2M INTERIOR COL. a) 4 . ROOF SLOPE 2 : 1 2 OR FLATTER LU z o ,, , 5 . CONCRETE: a 5 ► w0- 0 — , W X ce o r: Azi1_ 5 . I I . DESIGN COMP.STRENGTH 2 , 500 PSI m � • 000OOE o 5 . 2 . REINF. YIELD GO KSI ° m G . MASONRY: ,_, El-- --et — - c4 ��'L • = _ T---1-4- G G . I . 8x I Gx8 UNITS ASTM C-90, GRADE N a) G . 2 . SET UNITS W/CORES VERTICAL $ NO MORE THAN 3 HIGH , PER PLAN , WITHOUT SOLID GROUTING TYPICAL AT , B - 1 ,:-*IN o CORES. SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING. SOIL ANCHOR EXTERIOR COL. D2 ''') j �� ,� CO Jl -coI 7. SPECIALTY ITEMS. AUGER, * DRIVEN ANCHORS MINUTE MAN ANCHORS, INC. (800) 438-7277, OR z = SEE DETAIL B1 /D1 M, EQUIVALENT. SHOULD AN ALTERNATE MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, _ _ - -I--; ��5 TYP. EA. END MANUFACTURER DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR - o . 5 or. 0— --121- — ,'A zA2 SPACING MODIFIED PER ALLOWABLE LOADS FOR THE ANCHOR USEDA. . - z +�_ 7. 1 . METAL PIERS TO BE CAPABLE OF SUPPORTING G,000# _ - - 44- 7 . 2 . HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE DRIVEN ANCHOR W STABILIZER PLATE OR - - ---i CO PADS & PIERS, NO. REQUIRED PER TABLE A rn HEAD OR AUGAR-TYPE SET VERTICAL W/STABILIZER PLATE EACH W/ A ULTIMATE DESIGN LOAD — - SEE DETAIL Al /D1 M SPACED EQUALLY CAPACITY OF 4725# . NUMBER OF ANCHORS AS INDICATED ON TABLE A. ---- -3:_-___-__L-72.-----; J i 7 .3 . TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-2 I ANCHOR FOR PRE-POURED _ - -- SOIL ANCHORS PER SCHEDULE CONCRETE OR A MMA- 18 ANCHOR SET PRIOR TO INSTALLING POURED IN PLACE CONCRETE. = •" SEE DETAIL B2/D1M SPACED EQUALLY NUMBER OF ANCHORS TO BE DOUBLE SHOWN ON TABLE. '_ TYPICAL BOTH SIDES -=-=- === � 7.4. TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE MMA-35 ANCHORS W/ =- STABILIZER ELATE $ A MIN . ULTIMATE LOAD OF 4725#. USE NUMBER OF ANCHORS AS SHOWN FOR _ -----:- STABILIZER AUGER ANCHORS. ' ----Fc` - 06 0 FOUNDATION PLAN 7.5 . INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SEI I TNG THE BUILDING. CONNECT ANCHOR = _ _ 12'— O" MULTI — WIDE MOBILE OFFICE TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. IR- = a) SCALE: 1 /8" = 1 '-0" 7 . G. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. SEE . MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL ON THE WEBSITE. _ II I. I — ■ VIII■- II II IIII II - � - kl I 11■.1 I •,JIII I 11 YI�■ nnl -r Nr u l nml m u ■ n u new I ■ C ■ i I �I Nn■IN � ■ ■ III MINAi -o u1IN III II ■r 8 0 Z N O O � .,,„ METAL STRAP PER SOIL '-U o ,e7---‘ rtiE N ANCHOR MANUFACTURERIn x vi„WITH TURN BUCKLE TO MODULE (IDV)/ F... 4 z M _ \ = o LI ANCHOR (-9z g W �, oC oc . W *It� ODULE SUPPORT BEAM w " g2 I �' y X i »_ § ‘ / w Q a I." GALVANIZED � ,,m = � �- ' PREFABRICATED METAL PIER STEEL STRAP I MODULE SUPPORT BEAM z �c 2x4 @ 4'-0" O.C., TOENAIL T & B Q = < a PER SOIL --- W/ (2) 12D UJ �' 0 N o Ri W/(2) SDS25112 INTO PAD I ----STRAP CLAMP PER / ANCHOR MANUF. > 7 CE & (1 ) #12 STS INTO BEAM I 1/,,d45- M9k1hUNEYRER z - SKIRTING W x -- _ MATERIAL v) m of/ \ 16"x16" MIN. ABS. PAD I a �W„ .,�y�,y , j�\j�y�,, co 2x4 TREATEDt /2 x 8 PT., CONT. Ma •R 2x12--24 LONG ��/�\�/�</�`�/��/��/��/ PLATE PT. WOOD '�/ ''�''i��i✓//ir'% t4= - 411141 N;00,1,...000; \ ,,s, \,\X\ \ A /,,,,/\\* \ x 10 REBA, ANCHOR AT _ ANCHOR PER NOTES, SHEET F1 3 O.C. MAX. $ LENGTH _=-=_ - ,4e - - - • • . • • •••• • • ... •MON. ••• •a a •I • • • • • • • DRIVEN INTO 1�HE GROUND :::1 - MIIIILI I!___—=:—: CDC”) ------ 0 1 - — ., ' METAL PIER 3 / SOIL ANCHOR — ENDWALL C ' SKIRTING DETAIL— NONBEARING N.T.S. N.T.S. N.T.S. - i =- _....- . ,177- __ I CO MODULE 8d © 12 0. C. � _ / 1‘. 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