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Plans (6) BUP2019 -00060 TTSD MODULAR CLASSROOMS TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLSOEIVED TIGARD OREGON MAR 11 CIiY 11�' T1laARD GENERAL SITE NOTES GENERAL UTILITY NOTES 3UILf'il\le 11111-1;10N 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD r ro H Marto COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND AREAae SW Edgewood St SW Edgewood St CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. UTILITY IMPROVEMENTS - a o �o s. S`N p5h WITH THE SITE CONDITIONS PRIOR TO BIDDING. FROM PREVIOUS PHASES OF CONSTRUCTION SHOWN AS DESIGNED FOR CONTEXT. s- CONTRACTOR SHALL VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES , , G� ♦ �' SW HSIPriew St 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO PRIOR TO COMMENCING CONSTRUCTION. o $ EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT I « • • o is I 20 Sh+� GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING '� p rih Store �� PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS CT��r� " ' " p � � 5 DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. SECTION OR ANY OTHER SECTION. ( SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St UIIIIIIIV D 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW Q CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE m PROJECT SITE W CONSTRUCTION. PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR 3 a FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLEn y > ro Hall Boulevard 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL FOR PROVIDING A COMPLETE AND WORKING SYSTEM. „ho° ; ; D Baptist Church HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND ' 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE o PROJECT SITE O SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. TWALITY SW Mounta� OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR wl �� MIDDLE rn 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF > En 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL ¢ o SW Greensvr LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE x SCHOOL OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST ~ CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR � n BETTER" CONDITION. NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE 3 }+ o _ o 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES I 9�0 CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY MAY BE ACCURATELY LOCATED. % • SW Inez St z St 5W Inez St SW Inez Cn ADHERED TO IN THE PERFORMANCE OF THE WORK. - o == :E5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND 3'° ' s+ pT- • ,D 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION _ ° - % cn T a OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. \ - - • SW Pembrook St CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY 1 i+ > Qin OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. TEMPLETON 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY 4 ELEJ�1E,(*I1,6RY I n SW Pinebrrxak Or SW Plnebrook DT 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THEo' > TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK _ SCHOOL i SW Murdock St SW Murdock St SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO STANDARD REQUIREMENTS OF THE CITY OF TIGARD. \ / °! _SW MURDOCK STREET / James Templeton ADDITIONAL COST. 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. """""' /' /� . 7 Elementary Schoold �tieckla Or 41 8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE ' ` / « 4 co GENERAL GRADING NOTES UTILITIES UNLESS OTHERWISE INDICATED. w o l D, 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, _ I ��\ / s' ' y SW `n 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. SOME WORK HAS FRAMES AND COVERS, ETC. TO FINISHED GRADE. I t • _ o w = "Ig St m OCCURED SINCE THE SURVEY WAS COMPLETED AND IS SHOWN ON THE PLANS w 52 e AS DESIGNED FOR CONTEXT. THE CONTRACTOR IS RESPONSIBLE FOR FIELD 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES ady Mario A s 5 VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS RESPONSIBLE FOR GASNTELEPHONEELEC., ETCa m < ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND ALL HORIZONTAL (WATER, , , , ., .) TO CLEAR ANY EXISTING OR NEWeD AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT • SW Sattler St SW Sattler St SW Santer St SW Sattler St SW OCCURS. • • SW Hoodv€ew Dr SW Braeburr 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE • 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. o SW Lodi L ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. . . . • � 12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL o S`�4�� IdeOt 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND SW Bellflower St • - - o OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING `` �' WALLS AND DOORS. SUBMIT TO ENGINEER AND ARCHITECT. • 21 o SW Plppen Ln Sy 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO - • • va Hr�rrr The Church of m 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 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' City of Tigard Erosion Control CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN To Schedule Inspections: AND RETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. Call (503) 63 Initial inspection: LAWN AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED Prior o tooting inspectton GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK 15 BASEDLONNES AND GRADES SHALL COORDINATEES, DIMENSIONSEANDKED BY A BEARINGS (INDICATED ONUALIFIED VHEOPLANS. ABBREVIATIONS SHEET INDEX Final inspection: SURFACING. Pdor to float 5uildm<,insDsnactinn CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. AC ASPHALT CONCRETE MIN MINIMUM 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE NOTICE TO EXCAVATORS: SHEET 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, AD AREA DRAIN N NORTHING SHEET TITLE CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. 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 TO FOLLOW RULES ADOPTED BY HE DEWATERING OF WORK AREAS DURING CONSTRUCTION. CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING BLDG BUILDING OVH/OH OVERHEAD OREGON UTILITY NOTIFICATION CENTER. CO.0 COVER SHEET ALIGNMENTS CAN BE CONSIDERED, PROVIDED THAT LATERAL SERVICE CB CATCH BASIN PA 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. CP CONTROL POINT 0 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY SURVEY NOTES R.O.W RIGHT-OF-WAY (NOTE: THE TELEPHONE NUMBER FOR C3.2 TEMPORARY PARKING LOT GRADING PLAN 0MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, DIP DUCTILE IRON PIPE S SLOPE (FT/FT) THE OREGON UTILITY NOTIFICATION C4.0 UTILITY PLAN U 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY E EASTING SO STORM DRAIN In 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 C5.0 DETAILS CENTER IS (503)-232-1987). RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY a 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 SHEET SS SANITARY SEWER POTENTIAL UNDERGROUND FACILITY OWNERS C6.1 PORTABLES EROSION AND SEDIMENT CONTROL PLAN ° FH FIRE HYDRANT 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 FND FOUNDATION � 0 PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS G GUTTER ST STREET Dig , Safely. C6.3 EROSION AND SEDIMENT CONTROL DETAILS PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY C2.1 FOR PROJECT CONTROL INFORMATION. GB GRADE BREAK STA STATION Ore STD STANDARD Call the on One Call Center A1.0 CODE SHEET AROUND STOCKPILE. 9 GL GAS LINE TC TOP OF CURB 1-800-332-2344 Et SYMBOLS, LEGENDS, & ABBREVIATIONS - ELECTRICAL 0 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE 0 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE GV GATE VALVE TG TOP OF GROUND IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES VERTICAL POSIT10N BASED ON THE BENCHMARK STATED HEREON, PRIOR TO HP HIGH POINT TP TOP OF PAVEMENT E2 SITE PLAN - POWER I- STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. HE ESC FACILITIES BEGINNING CONSTRUCTION LAYOUT. IE INVERT ELEVATION TYP TYPICAL EMERGENCY TELEPHONE NUMBERS E2A PORTABLE 6 - COMPUTER LAB CONVERSATION - POWERE AND DATA WATER SHOWN IN HESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED INV INVERT WM WATER METER E2B ONE-LINE DIAGRAM - ELECTRICAL a 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - IRR. IRRIGATION SITE CONDITIONS. DURING HE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY HE CIVIL o LP LIGHT POLE WV WATER VALVE NW NATURAL GAS a UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. MH MANHOLE M-F lam-bpm 503-226-4211 Ext.4313 E3 DETAILS - ELECTRICAL AFTER HOURS 503-226-4211 E3A SCHEDULES ELECTRICAL 02 11. HE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING PROJECT CONTACTS PGE 503-464-7777 T1 SYMBOLS, LEGENDS AND ABRREVIATIONS - ELECTRICAL HEM 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 2 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS 6960 SW SANDBURG STREET PAE ENGINEERS DOWA VERIZON 1-800-483-1000 I ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND TIGARD, OREGON 97223 522 SW 5TH AVENUE, SUITE 1500 907 SW STARK STREET T3 TECHNOLOGY DETAILS 2 IN NH ADJACENT LANDSCAPING. TEL: 503-431-4016 PORTLAND, OREGON 97204 PORTLAND, OREGON 97205 1 CONTACT: DAVID MOORE TEL: 503-226-2921 TEL: 503-226-6950 CTTY OF TIGARD o CONTACT: MICHAEL LOPEZ CONTACT: REBECCA GRANT REVMWEDFOR CODECOMPLIANCIM OFFICE COPY ° CIVIL ENGINEER/PROJECT MANAGER: I .. APJ�� I�{ I CITY OF TIGARD o T KPFF CONSULTING ENGINEERS PROJECT MANAGER: M 111 SW FIFTH AVENUE, SUITE 2500 DAY CPM °TC' Approved by Planning 1 o PORTLAND, OREGON 97204 12745 SW BEAVERTON RD, #120 Pcmdt tt 13L, iJ10 19 "fln 0 �0 �jl it I IT GI_--___ rnff) � TEL: 503-227-3251 ) Date: BEAVERTON, OREGON 97005 Addreart �6So s�� t ' 0 CONTACT: PAUL DEDYO TEL: 503-641-4100 Suite#a Initials: CONTACT: SHAWN CHRISTENSEN Dates 3 , By: . 1.C3 O\ / DR 02119119 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. a\ ` 0797101%PE 0IryDt:SICNED BY: J. ADAMSTTSD MODULAR CLASSROOMS - PHASE 2 \ DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS --�✓ � CHECKED BY: P. DEDYO CITY OF TIGARD OREGON Z U 111 SW Fifth Ave., Suite 2500 CIGITALLY SIGNED CO * O o Portland,OR 97204 OREGON DATE: 12/10/2018 O:503.227.3251 F: 503.24.4681 �U DA X AQUI r tU,to PLOTTED BY: abuck COVER SHEET SHEET 1 OF 15 MARKD 1700395-COV.dw RECORD NO. x DWG NAME: 9 REVISION DATE DESCRIPTION BY EXPIRATION DATE. 12/37/79 TAB NAME: CO.0 1700395-XX 6,, o o oyc t' 36 /,pro d'. yo 99 OH OH 2R' 5 ' d ' '�• / 19+00 18+00 17+00 G1 9] F 128' O s, 0 sc � 5 / /'Ake" 2' / - c9. Im Js s. 1k391� — — — — — \ 7WORK COMPLETED 2 i I IN PRIOR PHASE Nm I 1 R1 R2 R3 R4 `. R5 IN 132879' 8 E 322037 87 f.AA)o o •126.2. 961 ILLr O u ' 4 � . . 4 u r• . .. • '` ' '. :.. ' ': '. '. .. Tei': 20.0' _ :' ; •t. ,. 5 5 r' Y ' n 0 .. CLEAR r• S .,y •- "i 1 :( — v N •; s BETWEE rr UNIT .. .20.0 I: s g• _ .CLEAR { �I :r % t. BETWEEN •r± 1� 11° �• . :��. ' ''$•,: i F UNITS 4. 2 • : I ' i` i .. .. r, Of M O P11 P12 P13 D .- ��. I J r•' r t'. I4 :r Y l I . , .. . .: , P- P4 • P5 ' P7 P8 •'� P1 2 .r 3 ;'• 3 2 : f: Y:. �o 0 d .'t • .r , N. - r L-: j :.. :... " r t0 ; E 3220517.67 T NN J. 2 I 3 0 . : CLEAR' J O — O i r !w ^r P14 � 1 c o — s F r: W S O / S J• r• If '.•�• 2 P3 P 8 P9 ( A Z Cr \ ,moo .. . . . . '; ` ❑ GN b Vo. 1 � F p SCALE 1 INCH = 20 FEET I \ \ 20 0 20 40 lr _ tP_ _ \II/ _ l _ M 1 _ m SHEET LEGEND O KEY NOTES SHEET NOTES 3 — — PROPERTY LINE # DESCRIPTION 1. SEE SHEET CO.0 FOR ADDITIONAL SURVEY NOTES REGARDING LAYOUT. LZ 1 ASPHALT PATHWAY 2. ALL DIMENSIONS ARE TO EDGE OF ASPHALT OR EDGE OF V) GRAVEL BASE C5.0 RELOCATED MODULAR CLASSROOM DELIVERED GRAVEL, UNLESS NOTED OTHERWISE. rn 2 FROM OFFSITE 3 RELOCATED ONSITE MODULAR CLASSROOM 3. MODULAR CLASSROOM AND THE RAMPS, STAIRS, AND DECKS PROVIDING ACCESS ARE OWNER FURNISHED AND INSTALLED ASPHALT PATHWAY C5.0 4 MATCH EXISTING PATH INSTALLED DURING o PREVIOUS PHASE. CONTRACTOR TO FILED VERIFY BY SUPPLIER. a POINT OF CONNECTION. 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE 5 STUDENT PATHWAY FOUNDATION COMPONENTS FOR MODULAR UNITS AND ,j e STUDENT PATHWAY C5.0 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY m ❑ VARY TO MEET ADA ACCESS REQUIREMENTS. # MODULAR CLASSROOM ID ° P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE o R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING •1 75 INSTALLER. UI CONSTRUCTION FENCE 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO Y CONSTRUCTION ACTIVITY. ' 3 � � o o { � m H E I a m � M I O j o y rn 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. o 1 `BRED PROFFS C\I Ln N FF S/py9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 IL j 79701 PE 9 l DRAWN BY: R. CADUA I\ • TWALITY MIDDLE AND TEMP LETON ELEMENTARY SCHOOLS L././. ��•-� � CHECKED BY: P. DEDYO CITY OF TIGARD OREGON Z 0 Portland,d,OR 972041 SW Fifth Ave., 12/10/2018 2500 DIciw NEDDATE: 12/10/2018 0:503.227.3251 It I O- F: 503.224.4681 n www.kp(f.com °9UPLOTTED BY: abuck PORTABLES SITE PLAN SHEET 2OF 15 1700395-SITE.dw RECORD N0. DWG NAME: 9 N REVISION DATE DESCRIPTION BY EXPIRATION DATE: :W31VO TAB NAME: C2.1 1700395-XX sN o \ T s p \ P / D / O 0 0" o 9P N 132551.77 E 322093.19 9 w N 132582.62 E 322123.85 / A \ \ 11 J 10 s °! P \ N 132420.68 oP� FO a \N E 322092.57 Zc J, I ♦ . .tl. .. . j.: G ♦ O o ti J O ♦ ♦ s \ N 132582.30 ♦ J ♦ / :•.! 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CADUA TTSD MODULAR CLASSROOMS - PHASE 2 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C202��✓' � CHECKED BY: P. DEDYO CITY OF TIGARD OREGON Z 111 SW Fifth Ave.,Suite 2500 DIGITALLY SIGNED Portland, OR 97204 W DATE: 12/10/2018 0:503.227.3251F: 503.224.4681PLOTTED BY: abuck SHEET OFn www.knKcom TEMPORARY PARKING LOT SITE PLAN 3 15 N DWG NAME: 1700395-SITE.dwg RECORD N0. REVISION DATE DESCRIPTION BY EXPIRATION DATE: U/3" TAB NAME: C2.2 1700395-XX '�ti c 276.61 \ 276.73 277.861p / pl 276.61 1.57 4.5% 277.86 \ I ^� m, 276.73 276.07 r? I 277.90 / -276.19 I I 275-- . t' i . 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SEE SHEET CO.0 FOR ADDITIONAL GENERAL GRADING NOTES. 3 - - - - -49- - - - - EX. CONTOUR MINOR 2. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE - - - --50- - - - - EX. CONTOUR MAJOR X.X%_ GRADING SLOPE AND DIRECTION (DOWNHILL) ONLY. rn 49 PROPOSED CONTOUR MINOR SPOT ELEVATION 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CD DESCRIPTION LISTED BELOW. IN ANY DIRECTION. 50 PROPOSED CONTOUR MAJOR NO DESCRIPTION MEANS TP OR TG 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA o rXX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES j TC TOP OF CURB (ADAAG). a TG TOP OF GROUND 5. GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN v TP TOP OF PAVEMENT FOLLOW EXISTING SLOPES. CD f-(XXX.X±) EXISTING GRADE 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE i (MATCH WHERE APPLICABLE) OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF UNDER ELEVATED DECK AT GAP IN ASPHALT PATH, AND TOWARD o EXISTING DRAINAGE STRUCTURES. 7. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN ASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA T DRAIN. � U - U a 8. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE U) m STRUCTURE. H E I a ma N) o o r m 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. jr ^ v\5\�%ED PN FFFssip DESIGNED BY: J.ADAMS a� 1 c� F yy TTSD MODULAR CLASSROOMS- PHASE 2 7g70IPE 9 r DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C � • ��✓_�� CHECKED BY: P- DEDYO CITY OF TIGARD OREGON III SW Z Portland,Fifth OR 972pgSuite 2500 DIGITALLYSIGNED DATE: 12/10/2018 r 0 0:503.227.3251 iE a F: 503.224.4681 PLOTTED BY: abuck SHEET OF Nwww•koffrnm DWG NAME: 1700395-GD.dwg PORTABLES GRADING PLAN RECORD o. 15 REVISION DATE DESCRIPTION BY EXPIRATION DATE: Upi/1! TAB NAME: C3.1 1700395-XX - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� // \ – �26 7: _- -_ - - -_—_`'f?- —_—_ - - - - - - —_—_— _-- —_ OENCN o Z �, \ NyF \ �'— — - - - - / \ _ P a 67 / ----- -- =26 YL 0 5 – _=o –� - - - - - - - - - - _ – _ �o – - - – D --- _ _ – \ I — - - - — — _ _ _ 2 / \26 \\ - - - - - - - - - - - -262- - tx - - - - - _ - O OP 6`' �� / 261.69 IT 262.40 261.75: - - - - - - - - - - - - - - - - - - - - - - - — 261- - - - - - - - - - — ^ F w l ', 2� � ( ♦ \�`"' ''� j '✓': • . .. $�k80 - - ---- - - - - -260--- ------_– `� `, v� J ♦ – 262.79 O J ♦ 260.09 — —— � ♦ J � —262 '/.:. .ti / I// �♦ / :•�ti • ..60:. ��/ ,`�' 259.31 � � \ / ) , CRAMP ul s I ♦ �a� I / y UNC BLOCK--77 °P� o ot, , ; r:. .� .:•/• \ - RAMmp �. 0 P° °.II \ // ♦/ \\ 1. �� 262 v I \ /i / / ♦ \ /'. 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ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO o f-XX.XX XX MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE i FILL MATERIAL TO FEATHER OUT LAWN TC TOP OF CURB STRUCTURE. i AREA TO MATCH GRAVEL SURFACE G TOP OF GROUND 1TP TOP OF PAVEMENT m f—(XXX.Xt) EXISTING GRADE (MATCH WHERE APPLICABLE) 0 0 0 cn I T - U 6 3 � O U� m H H E 01 d m � M O o r oJ 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o 1 / %ED PROP Ln I N f� r/py9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 79701 PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C302��✓ � CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON Z 111 SW Fifth Ave.,Suite 2500 DIGITALLY SIGNED Portland, OR 97204 %1jEjGd0N DATE: 12/10/2018 0 0:503.227.3251 �M w 503.224.4681 7 TEMPORARY PARKING LOT GRADING PLAN SHEET 5 OF15 PLOTTED BY: abuck 1700395-GD.dw RECORD N0. a DWG NAME: 9 N REVISION DATE DESCRIPTION BY EXPIRATION DATE: 17/91/b TAB NAME: C3.2 1700395-XX OHU 1 == 7 9+00 8+00 7+00 ° S; Q O 4„ _ s I WORK COMPLETED IN PRIOR PHASE I I I I SD AD-14 \ \ � '� \�\ o IE 4" OUTR271 50 (E) o �G �L - - - - - - - - - L- - - - - - - - - - - 1 - - - - - - - �\ o / � N > \ �5 o e F << c ° oil 9- I I \ \I I I I I DOWNSPOUT NN STP�LASH PAD, I II I I L I \�\ F o. I I I o o °n I I— IIQ117nF \ I I , CP,�N✓J' °ZF \\ III I I �� \\ I II Iw( `'s��9y, � o, \ I CONNECT TO EXISTING�B-- Lam- I I N=279,.56 K IE 4" I,, [ DI [SDI [SD] I [SD] [SDI [SD] [SDI I [SD] - - - - - - ` — —D [SD-]— [SD] - - -[SD—] - - - -[S—D] - - - [SD] \ LSDr] - - y LSDI - - - - - - 1 - - -� - - --- - - - - - - — - - - - - - - — — — — — — — — - - — — 9D —L — -- --------- --- - ---- - — ---- ---------- -------- — --- ----° s � ° OCIN F ss \ \ \OS\ o o, \ �i `OS\\ , 05 ° P 1 /J E, J /Z \ �; ��J, `' - To v, �,�✓'� SCALE 1 INCH = 20 FEET o 61, 20 0 20 40 Q UTILITY LABEL LEGEND O UTILITY KEY NOTES SHEET NOTES STRUCTURE LABEL STRUCTURE TYPE NOTE DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL UTILITY NOTES. J 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 IE OF EX AREA DRAIN 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL SD STRUCTURE TABLE PRIOR TO CONSTRUCTION BE DONE PER DETAIL 3/C5.0. STRUCTURE TYPE CALLOUT O XX XX-XX � ID NUMBER (WHERE APPLICABLE) 3. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF o STRUCTURE ID NORTHING EASTING N=XXXX.XX LOCATION (WHERE APPLICABLE) UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL AD-14 132835.19 322010.29 E=XXXX.XX AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. o RIM= a IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) Q IE OUT = XX.X PIPE LABEL �UTILITY LENGTH �—unUTY SIZE UTILITY LEGEND c XXLF - XX" XX —UTILITY TYPE STORM LINE IS=X.XX% SLOPE (WHERE APPLICABLE) cn — —— — —— —— — ELECTRICAL CONDUIT I T = U O � 3 t) H O cn T � OJ H H E a Ln � M O O o 02/19(191700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o ^ �ED PROFe JOB No.: aO [ q FF Sy0y9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS- PHASE 2 jN79701PE 9 l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C490 111 SW Fifth Ave., ��✓_�� CHECKED BY: P_ DEDYO CITY OF TIGARD OREGON Z Suite 2500 Portland,OR 97204OREGONNED:503.227.3251 DATE; F 12/10/2018 o d O: 503.224.4681 Mwww.ko/f.wm A�� MARKO��o PLOTTED BY: abuCk UTILITY PLAN SHEET 6 OF 15 x DWG NAME: 1700395-UTIL.dwg RECORD NO. REVISION DATE DESCRIPTION BY EXPIRATIONDAT6 9131/13 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 WIDTH BASE COURSE SHOULDER WIDTH BASE COURSE PER PLAN PER PLAN EX. GRADE . ........... 00 00 0 Do*-0-.0 0000.*0 .-o 0-.0 0 0 D.0% 0 0 10 0 .0 .0 .0 0 10 *0 -. a.0 0.0 .0 p. APPROX. ' 0 00... .0 .0 0,.,.o 00000 .0-4.0 3"-4- .'o. 0 0'. -0 0,00 lo.- 0.0 0 (n,0 .0 0 0 -.0, .00,0 .0 • 0 1,,n STRIPPING DEPTH 10 0 0 0. GEOTEXTILE COMPETENT, GEOTEXTILE COMPACTED SUBGRADE STUDENT PATHWAY ASPHALT PATHWAY SCALE: NTS I SCALE: NTS 6" MIN COMPACTED BASE COURSE EX. GRADE 0 .0 .0 0 0 0 0*.*0 .0 . 0 0.o*.% -.- . .*00 000*4 0 00 0 .0 APPROX. 3"-4" 00 00.6 0 .0 0'.,-,,00. 0 0 ,,Q -.0o. 0*0 0 0...0 1.0 0 0,0 .01 0 0o. STRIPPING DEPTH 0 0 0 \�cOMPETENT, GEOTEXTILE COMPACTED SUBGRADE GRAVEL BASE �±�SCALE: NTS RESURFACING MATCH EXISTING PAVEMENT PAVED UNPAVED SECTION-\\ WARNING TAPE AREAS AREAS EXISTING AC-\ SAWCUT DETECTABLE PAVEMENT LINE 0 0 'Of . 0 0 0 ° •° '°0'0002 0.. 12" < 0 -0 0 0 0 Of F- C) ..0 0 0 RR ej � ..-.0 0'.0� < > 10/_� ...0 . L. ..0 .0.. Z LLI < 5 U) V) 0 -.0 0 10. MI 00 L0 z: 0 w LLI 0 a- oo �ij .. CL 0 o .0. WIRE fn ACER 0 .0 �z 0 T 0 *.0 . . -.0 - . 0 F- :ef 12" 0 '. . 0. ..". . . ... * . .0 C-5 0 .,0 < -.0 z 0 m 0 .0 o 0.00 D/2 .0 ..0 ..0 -.0 m 0 .. .0- 0 v -I 11=1 M I I 111 111-I 6. D 6" MIN. MIN. 0 < TYPICAL PIPE BEDDING AND BACKFILL 0 SCALE: NTS _j o MEDIUM DUTY 15"± SQ. TRAFFIC GRATE. TOP OF PAVEMENT RIM=PER PLAN (WHERE TOP OF GROUND APPLICABLE) (WHERE APPLICABLE) 0 < 0 ENGINEERED FILL_ 0) T PIPE SIZE PER PLAN 3- T NOTE 1- 12 T 12" -IE PER PLAN I I ILI oCOMPACT SUBGRADE 0 NOTE M 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON cn STEEL BASINS OR APPROVED EQUAL. E cy) AREA DRAIN 0 'j� SCALE: NTS 0 0 02111119 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET N0. 3 64 Ln PN% DESIGNED BY: J. ADAMS T_TSD MODULAR CLASSROOMS - PHASE 2 DRAWN BY: R. CADUA 01 0797 PE' TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS r r CHECKED BY: P_ DEDYO CITY OF TIGARD, OREGON 111 SW Fifth Ave.,Suite 2500 C5e0 Portland, OR 97204 DATE: 12/10/2018 0:503.227.3251 2 Iia F: 503.224.4681 M www.kpffcom PLOTTED By: abuck SHEET 7 OF 15 n DETAILS x DWG NAME: 1700395-DTLS.dwg -t w RECORDING. REVISION DATE DESCRIPTION BY EXPIRATIONDATE. TAB NAME: C5.0 1700395-XX \\ dp: I],' I S z \\ \\ b a °" \ I / \ -275- - ONO IK \ \ � � "`"'� 19+00 18+00 17+00 \ _ ` 2751 > ( c O J� —i o _ - - - - - _ — - - - - - - - - 275 - - - - - \ 21.5 � _ - - - - - - - - - - � _ — - - - - - -- - - - - - - - - - - - - -� � \ �S — - - - - - - - - - - - - - - - - \ _ CONSTRUCTED IN PRIOR PHASE `y5 225 - - - — — — — — — — — — — / - - - 274 - - - - - - - - - / \ � 274- - \ \ \ \\ s _ - - \ 1111 NP P'71 7 1 Z. . � � � � � � � 44- 274- !��i �lili I INL_,.�, // - - - _ —/ � \� - - - - - - - - - - - - -J� [ ` / / \ p 2\ -27 4 I / - - - - -• 74 / _ I ' \ w= w w 72 EE= oy 0 Aj v 27 _ A\0 - - - - -- —270 —2-, 3- — \ T m \ I - - - � _ \ \\ \\ 3 0 � -- d' �` ` I I \\\\ P, o, o. _ 7c7 \ '�Loq Q\� OiF °+ s F \ \ [ D] —[SDI [SD] [SD] � [SD] [SD] ^ — _ D [SD] (SD] [SD] [SD] [SD] �. [SD] lhC9l(jyJ9 // i � S\ \- - - - - - - - — � 1� \ _ -y'L- - - - - - - - - 273- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - as \ — �26 SCALE 1 INCH = 20 FEET — — — - - - - - - - - _ —___ -- - - 20 0 20 40 _ - - - - - - — —o _ — _ — - - - - ---1 - -- — EROSION CONTROL LEGEND SHEET- _- S NOTES 26 7' __ __— — 265— _ — — — LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON 3: \/ pyo N ° ^ _ I y�o / �'�'�"�" t m, I OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. cUn .28�, „ y�r ti' `\ �\ /I•: /// 164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE \ \ ,,, o / / _ _ — _ _ — -— — — — — — — 166 — — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM cy)0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY a 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 0 165 MAJOR CONTOUR (FG) CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE a APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY i ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY a SW STRAW WATTLE G3 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE ^► DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND m GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE ...ice DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER 0 THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE 0 2 WATER STANDARDS. I ® INLET PROTECTION 6.3 v7 — U O � 3 � � O � T U� m h H E 0 Q O) � M O O o O\ D PROF 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. Q' ^ a� ` aG [ N FESS/Oyq DESIGNED BY: J.ADAMS TTSD MODULAR CLASSROOMS- PHASE 2 �N l �' 79701 PE 9 r DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C61 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON a 111 SW Fifth Ave., Suite 2500 DIGITAtLV SIGNED o Portland,OR 97204 OREGON DATE: 12/10/2018 O:503.227.3251 E o- F: 503.224.4681 �G2 01 O PLOTTED BY: abuok SHEET OF www.koff.com DWG NAME: 1700395-ESCP.dwg PORTABLES EROSION AND SEDIMENT CONTROL PLAN 8 15 RECORD NO. N REVISION DATE DESCRIPTION BY EXPIRATION DATE: u/�f/19 TAB NAME: C6.1 1700395-X0( OP \ cP, � _ _ _— — —Z7O-_ - - __cam-_ — _ — 1 / / — 2671y 265= , _ — - - - pNs ° _ _ _ _ - - - - - - - - - - -262- - — _ — - - q. ��ti , ' � � - - - _ - - _ - - - - - - - - - - - - —\ I F �/ s / / 262 — — 261- - - - - - - - - - - - - - - / 1p IA 7A / �0P !� \ Aj 260 - - - - - - - - -ao - - - - - - - - - - - - - - \ — — 5- Aj J _ — \ _ —262 w\ - _ '9- 0) 9 \ — — _" =��JL ..�°o... :N^NE BLOEK tnm ll. : I ,PO .. . p. ° . s 'b , I .'• 'e.. O�yPdN \ / / / _ -- - - - _2 O� ��RAMrnIp .:�. o r0 •> ` '� ''•" \ // \\ ' / — ?` — 262 Sol, pyw[ .. N 63 ISDN _ _ EtSDI s. [Sbj r . D1 [SD] ]SD IT —258- - - / I 81+00 / do 9. \ / 0 \ — — — — — — — — .. .. - - - - - - - - - r ymSCAINCH 20 FEET — — — — — — — — — — — — — — _ - - - - - - - - - 20 0 20 40 - - - - - - - - - - - - - - - EROSION CONTROL LEGEND SHEET NOTES - - - -- - - - - - - - - - - - - - - LIMITS — — OF DISTURBANCE SHOWN / (ESC)3 \ 1. APPROVAL OF THIS EROSION SEDIMENTATION CONTROL ESC 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON — — _ _ \ \ OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS \ \ I \ ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. cn \\ — \\ _ — 164 EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, \\ \ — UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE �. — — — —— — — — — — — ' — — 165 — — EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM 011 0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY 164 MINOR CONTOUR (FG) CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. j OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE 0 165 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 i ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY o STRAW WATTLE 6.3 SEDIMENTS FROM LEAVING THE PROJECT LIMITS. 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE '° �► DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE r"► DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE 2 WATER STANDARDS. ® INLET PROTECTION C63 � U V O � H O � T H(n 03 H F 0- rn � CD L6 M O O\ D PROF 02/19/19 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. 'I'— �V�S\ � I N EFSs/py9 DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS - PHASE 2 79701 PE r DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS �✓ � CHECKED BY: P• DEDYO CITY OF TIGARD OREGON z ami 111 SW Fifth Ave.,Suite 2500 DIGITALLY SIGNED ' C692 Portland, OR 97204 OREGON DATE: 12/10/2018 0:503.227.3251 O- F: 503.224.4681 ��. �� p PLOTTED BY: abUCk SHEET OF M www.koff.com TEMPORARY PARKING LOT EROSION AND SEDIMENT CONTROL PLAN 9 15 N DWG NAME: 1700395-ESCP.dwg RECORD N0. REVISION DATE DESCRIPTION BY EXPIRATION DATE: 12/3V79 TAB NAME: C6.2 1700395-XX 0 m O ,6 A Z MSN' 00) STAKE TYP. A ADJACENT ROLLS SHALL TIGHTLY A yo ABUT (^ 9 O L °�2y9 J PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) Ip INBED WATTLE 3"t INTO EXISTING GROUND SURFACE TO PROVIDE CUTOFF EXISTING SLOPE SECTION 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 EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) DUMP STRAP 1" REBAR FOR BAG BAG DETAIL REMOVAL FROM INLET I I M U d m REGULAR FLOW 1 a SILTSACK® DUMP STRAP 3 N CL U a In • �i M O • • • } t\ j ^ •• • •' H V�\ a .e. .• • a . '• a •d.. •'. d.• o �d' U c' A -•. . ' -o a m 'A -0 _ L 0 1. DO NOT USE HIGH FLOW INSERT BAGS. I INLET SEDIMENT PROTECTION 3 0 SCALE: NTS CO T CO 1 ~ E 1 I a rn � M O � r- .— o m 02/19/19 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. o / 079701PE $ PROFFS JOB No.:% `PLn / DESIGNED BY: J.ADAMS � YO TTSD MODULAR CLASSROOMS - PHASE 2 r DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C6 * 3 CHECKED BY: P. DEDYO CITY OF TIGARD OREGON 0 Ill SW Z Portland,Fifth OR 97204 12/10/2018 2500 DIGIw NED DATE. 12/10/2018 N O 0:503.227.3251 ``n wwwlq:yff F: OkOff.com81 9GEROSION AND SEDIMENT CONTROL DETAILS 10 15 oPLOTTED BY: abuck SHEET OF N DWG NAME: 1700395-ESCP-DTL .dwg RECORD NO. REVISION DATE DESCRIPTION BY EXPIRATION DATE: u/" TAB NAME: C6.3 1700395-XX LEGEND ALLOWABLE AREA ANALYSIS BUILDINGV - 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 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 PLUMBING FIXTURE COUNT SECTION 903.2.3. - - -- USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 (0000�1 . TOTAL OCCUPANTS OF GROUP E: ALLOWABLE HEIGHT: 40' (PER TABLE 503) CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 STUDENTS ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) AREA(CLASSROOM ONLY)= 5,082 + 5,082 + 5,082 + 5,034+ 3,356 =23,636 SF ALLOWABLE HEIGHT: 40' (PER TABLE 503) 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) 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 WATER CLOSETS LAVATORIES INFORMATION GROUP E TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK I MALE FEMALE MALE FEMALE ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK FXWRES REQUIRED 236 @ 1:50 236 @ 1:50 236 @ 1:50 236 @ 1:50 SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF 5 5 5 5 INFORMATION FIXTURES PROVIDED 8 8 ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK WATER CLOSETS 4 12 I I URINALS 8 N/A BUILDING II - CLASSROOMS j UNISEX 3 FOR STAFF USE 3 FOR STAFF USE 1 1 SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT i DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER SECTION 903.2.3. • Dull Olson Weekes - IBI Group USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS % Architects, Inc. • CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 • 907 SW Stark Street Portland OR 97205 USA ALLOWABLE HEIGHT: 40' (PER TABLE 503) tel 503 226 6950 fax 503 273 9192 % www.dowa-ibigroup.com www.ibigroup.com ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) • ALLOWABLE AREA: 9,500 SF PER TABLE 503 / \ S TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK i 20 O` SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SIF • OJT INFORMATION ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK -- - BUILDING VI 4346 BUILDING III - CLASSROOMS •\• W JAMES M. FITZPATRICK n• 3,356 SF obbeys by J=w M. SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT •\ ' Fn=s"� _ • PORTLAND, OREGON'".�19.02.14 16.32:37-0 roa DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER • 51 \• , O SECTION 903.2.3. USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS , •\•gSSU q OF Oly� CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 o �\• FRry / ALLOWABLE HEIGHT: 40' (PER TABLE 503) ' mJ \•mak` ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) / '` � op ALLOWABLE AREA: 9,500 SF PER TABLE 503 ^ / TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK % •\. BUIL NG IV SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SIF \• 5, 4 SF INFORMATION %, ,oQ \•\•` STAFF RESTROOM UNIT • ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK CONTAINS - - -- - (3)ADA ACCESSIBLE WATER } M • BUILDING IV - CLASSROOMS CLOSETS WITH (3)LAVATORIES / 02� •\��Ro�Rry („) (1) LACTATION ROOM WITH (1) \• J^ <�iV L L SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT LAVATORY \• / \• P 0 Ii DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER \• \'� _ SECTION 903.2.3. APPROVED DRAWINGS GSev7�O/�•\• /� "oo OREGONSEE STATE OF USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS '8'9+ • BUILDING 111 / 0 CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 CONTAINS EACH DENT RESTROOM UNIT �- � '°� ' \BOYS • 5,082 SF O � • CV U ALLOWABLE HEIGHT: 40' (PERTABLE503) (1)ADA WATER CLOSET UILDING 64 \•\• �, �� (2)URINALS �1 ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) (2)LAVATORIES 1 ,51 SF � \•\• qs U � ALLOWABLE AREA: 9,500 SF PER TABLE 503 GIRLS (1)ADA WATER CLOSET • 0= '�ROp d TOTAL ACTUAL AREA: 1,678 + 1,678 + 1,678 = 5,034 SF < 9,500 SF = OK (2)STANDARD WATER CLOSETS Rry4�� J �I (2)LAVATORIES • 0J •\ ry Q6 CD EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATED • Co 1.7- SEE -SEE STATE OF OREGON cI ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK APPROVED DRAWINGS ^p LU Y •'�• BUILDING II 3 E BUILDING VI - CLASSROOMS / \• '\ 5,082 SF -1-• 0 CD CD C:) NT m - •\ -- -- ------ (1)H' SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT • P , j DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER ^� \•\ L co co CD `v • / SECTION 903.2.3. E w M M M USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS ` Q=0 •\��Rp` ryCD LO LO ry LO CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 o m -1 \• ALLOWABLE HEIGHT: 40' (PER TABLE 503) 7 / ° o ° phase Portables p ALLOWABLE NUMBER OF STORIES: 1 STORY (PER TABLE 503) ' �O¢� BUILDING I / 0 ° ° j j ° Permit Set ALLOWABLE AREA: 9,500 SF PER TABLE 503dpi 5,082 SF ° o ° date 02.15.19 oTOTAL ACTUAL AREA: 1,678 + 1,678 = 3,356 SF < 9,500 SF = OKJ/ Q o o o EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATED �• o o o revisions Eo o o F- ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK I • � O o � � o NT LO I CD E=Jo ° j 0 ° project# 116054 3 ❑ 0 ° ° ° CODE ANALYSIS U O O O O O O M 0 All mO CD W N � PORTABLES SITE PLAN 2 W SCALE: 1" =30'-0' N. ABBREVIATIONS LIGHTING SIGNAL AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP O DO CEILING LUMINAIRE: SURFACE, RECESSED A AMPERE (AMP) KVAR KILOVOLT AMPS REACTIVE FIRE ALARM AL ALUMINUM LA LIGHTNING ARRESTOR CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING 4 CEILING LUMINAIRE: PENDANT LINEAR Fs Ts SPRINKLER SYSTEM SWITCH: FLOW, TAMPER ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE I--O Fm WALL LUMINAIRE: SURFACE, RECESSED ❑F MANUAL FIRE ALARM STATION CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION O-- WALL WASHER: SURFACE, RECESSED C CONDUIT MCA MINIMUM CIRCUIT AMPS TRACK WITH HEADS LOCATED O O" OP DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC CCTV CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER 0— DETECTOR: BEAM CKT CIRCUIT MCC MOTOR CONTROL CENTER ® � FLUORESCENT LUMINAIRE: SURFACE, RECESSED ——— FLUORESCENT LUMINAIRE: WALL MOUNTED —-- DUCT DETECTOR, TYPE AS NOTED CLG CEILING MDP MAIN DISTRIBUTION PANEL F0—__1 FLUORESCENT LUMINAIRE: BARE LAMP FIRE ALARM: VISUAL CT CURRENTTRANSFORMER MECH MECHANICAL O-o-O (l• *-0-0 POLE LIGHT: LUMINAIRES AS SHOWN CU COPPER MH METAL HALIDE g F FIRE ALARM: BELL; BELL WNISUAL DN DOWN MLO MAIN LUGS ONLY ❑• FP7 DESIGNATES LIGHT ON EMERGENCY CIRCUIT EMERG EMERGENCY MV MERCURY VAPOR • 9 EXIT LIGHT: CEILING, WALL (ARROWS AS SHOWN) FIRE ALARM: CHIME; CHIME WNISUAL EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH BOLLARD P FIRE ALARM: HORN; HORN WNISUAL EP EXPLOSION PROOF NIC NOT IN CONTRACT EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT 4=16 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 10 Q SPEAKER: WALL, CEILING FA FIRE ALARM PE PHOTO ELECTRIC CELL $3 $4 WALL SWITCH: 3 WAY,4 WAY ( Qc 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 F(Z) OF FIRE ALARM SPEAKER:WALL, CEILING FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT $T $D 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 STIR STARTER ® PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED p4 CCN CAMERA F010 FURNISHED BY OWNER SV SOLENOID VALVE ®X 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 e❑ MANUAL EMERGENCY SECURITY STATION U: ULTRASONIC Q 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 D 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 nHV HIGH VOLTAGE UPS UNINTERRUPTABLE POWER SUPPLY WALL RECEPTACLE: SINGLE DUPLEX CIRCUIT BREAKER ° HZ HERTZ V VOLTAGE IG ISOLATED GROUND VA VOLT AMPERES z& WALL RECEPTACLE: EMERGENCY, 4 PLEX b SWITCH, FUSED SWITCH E INC INCANDESCENT VP VAPOR PROOF WALL RECEPTACLE: ISOLATED GROUND T BUSS JB JUNCTION BOX W WATTS f ' CEILING RECEPTACLE: DUPLEX KW KILOWATT WP WEATHER PROOF � AUTOMATIC SWITCH KWH KILOWATT HOUR XFMR TRANSFORMER FIRE RATED FLOOR POKE-THRU w KV KILOVOLT XFSW TRANSFER SWITCH CONNECTION TO EQUIPMENT PROVIDED BY OTHERS METER DENOTES RECEPTACLE ABOVE COUNTERxx PANEL xx ® ® SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY DESIGNATION SYMBOLS FO CLOCK HANGER RECEPTACLE 11-0 FEEDER CALLOUT V ® ® FLUSH IN-FLOOR OUTLET: DUPLEX, COMBINATION 0 FAULT CURRENT CALLOUT N 0 123 EQUIPMENT DESIGNATOR SEE SCHEDULE. ®G GENERATOR / PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION EOXO EXISTING TO REMAIN, EXISTING TO BE REMOVED O-- SURFACE OUTLET STRIP: DIMENSION AS SHOWN ® O EXISTING TO BE RELOCATED, FUTURE TELEPOWER POLE, POWER, COMBINATION a ON Q NEW, CONNECT TO Q JUNCTION BOX EQUIPMENT T 1O NOTE 45F Eli ❑i DISCONNECT SWITCH: FUSED, NON-FUSED $ S Zj MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION 0 0 ® ELECTRICAL EQUIPMENT SITE LIGHTING LUMINAIRE SCHEDULE 0MOTOR CONNECTION G PANELBOARD: SURFACE, RECESSED — ---- M ® ID CONTACTOR, RELAY, SOLENOID o m 6 CABINET: SURFACE, RECESSED i o LUMINAIRE MODEL & INPUT LAMP SOURCE DRIVE TRANSFORMER LUMINAIRE TAG LUMINAIRE DESCRIPTION MANUFACTURER WATTS (Type, CCT, CURRENT INPUT VOLTAGE FINISH NOTES PUSH BUTTON STATION - • ® GROUND ROD, IN TEST WELL Delivered Lumens) + WIRING CONCEALED IN CEILING OR WALL GROUND PAD C �- COBRA HEAD LED STREET WIRING CONCEALED IN FLOOR OR UNDERGROUND ED--L EQUIPMENT WITH DERIVED GROUND LEOTEK GREEN COBRA LED, 4000K 0 S11 LIGHT WITH TYPE III 133 530mA 120V GRAY QV Q VOLTMETER,AMMETER DISTRIBUTION GC1-80E-MV-NW-3-GY-530 14200 LM INDICATES INSULATED GREEN GROUND WIRE El As SELECTOR SWITCH: VOLTMETER,AMMETER HOME RUN DESTINATION SHOWN FKW--Hl EE METER: KILOWATT HOUR, POWER FACTOR ------—0 CONDUIT ELL: UP, DN. �&P-T POTENTIAL TRANSFORMER S2 WALLPACK, LED ATLAS 43 LED, 4500K 700MA 120V GRAY INTEGRAL PHOTOCELL/MATCH CURRENTTRANSFORMER 10 ATAWLM43LEDPC 3506 LM EXISTING PORTABLES ON FIELD. cT E ' NOTE (� ® CABLE TRAY: CENTER SUPPORT, OUTER SUPPORTS -- T THIS IS A STANDARD LEGEND SHEET, THEREFORE, SOME SYMBOLS MAY APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. i BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. i 0 i a E �9 PR OFF , JOB No.: 1700395 9500 SW MURDOCK, TIGARD, OR 97224 SHEET NO. I NEE O DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS w 9195P.4 DRAWN BY M COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS El ...... E 111hi": CHECKED BY: M. STREB CITY OF TIGARD, OREGON 111 SW Fifth Ave.,Suite 2500 ~ PA E Portland, OR 97204 � 0i PLOT DATEm FO:503.227.3251: 503.224.4681 �'S' ✓��y x pae-engineers.com1Tff www.koff.com 9F� FORRES�Z PLOTTED BY: SYMBOLS LEGENDS & ABBREVIATIONS - ELECTRICAL SHEET 1 of N N �S/y DWG NAME: RECORD NO. ai REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 0 �� GENERAL NOTES: 0 A. CONTRACTOR TO REFER TO ONE-LINE FOR FEEDER BASEBALL DIAMOND INFORMATION. B. PROVIDE HANDHOLES AS REQUIRED FOR PORTABLE FEEDERS. \ 0 \��S2 (1)2.1/2-C P-14 \ �L 09 0 < S2� \ O(TYP) 1 � BALL FIELD / \ / Q NOTES: / \ / -- 1. EXISTING FIRE ALARM COMMUNICATION HANDHOLE. TWALIfl'MCDLE SCHOOL / \ / 2-STORY CONCRETE BUILDING (1)2-112"C EXTEND 1" CONDUIT FROM HANDHOLE TO CEILING SPACE OF // 0 \ � � EACH PORTABLE FOR FIRE ALARM CABLING. COORDINATE S2 �\i� \ / WITH PORTABLE MANUFACTURER DRAWINGS. CONTRACTOR / TO VERIFY LOCATION OF HANDHOLE. / LN < TYP) P-11 D 2. INTERCEPT EXISTING (4)2-112"AND NEW(1)2-112" CONDUIT oil \ 1 / FOR PORTABLES P-9 THROUGH P-14 VIA OUTDOOR ae y \ �� / / UNDERGROUND PULLBOX. SIZE OF PULLBOX TO BE ;voce S2 �Gl,�/ \N (5)2-1/2R DETERMINED BY THE CONTRACTOR. LID SHALL BE FASTENED 6 (1)'21/2 C VIA PENTA BOLTS AND LABELED ELECTRICAL. ` P10 2 S2 GF"EST h P-12 3. PROVIDE FIRE ALARM HORN/STROBE AND SMOKE DETECTOR IN EACH CLASSROOM AND RESTROOM. MATCH / EXISTING MANUFACTURER(FACP- FCI 7200, DEVICES - �2� ` /// WHEELOCK)COORDINATE LOCATIONS WITH PORTABLE \ / \ \ MANUFACTURER TI 4 2-1/ J // PANELS AS REQUIRED IN PORTABLES.NAC EXPANDER 0 P8 SPA ED / F 4. PROVIDE ASTRONOMICAL TIME CLOCK ADJACENT TO PANEL 1 E AND WIRE TEMP PARKING LIGHTING CIRCUIT THROUGH TIME CLOCK. TIME CLOCK SETTINGS TO BE / PROVIDED BY TTSD. / / 6 5. CONDUIT TO RUN OVERHEAD ALONG FACADE OF BUILDING / P-g AND STUB DOWN AS SHOWN ON. PATH IS INTENDED ROUTE AND CAN BE MODIFIED BY CONTRACTOR BASED ON ANY R•S / // OBSTRUCTIONS ENCOUNTERED IN THE FIELD. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO ROUTING AND INSTALL. ° 6. NEW 2-112' CONDUIT TO BE RAN FROM MDP TO PULLBOX / /� \ j/ O FOR PORTABLE 14 FEED. 7. REFER TO LUMINAIRE SCHEDULE ON E1 FOR FURTHER R3 / E INFORMATION. � �oN� � w4e1 J / P-0 / 0 8. CONTRACTOR TO DETERMINE CIRCUIT CAPACITY OF S1 EXTERIOR LIGHTING CIRCUIT. PROVIDE NEW CIRCUIT FOR �1E.1640 SUPPLEMENTARY EXTERIOR LIGHTING PER PORTABLE AS W / / 9� /i REQUIRED BASED ON CIRCUIT AVAILAB ILITY/CAPACITY. o R• / / 'A / B Q 0 / N / GOA( p-1 P-3 BASEBALL DwmoeD (1 '1TORaGe I /� �IlE° ° I ° y-+ GATE I / / / St S1 \ D // ---------L------ / 7E:16 1E:16 / (TYP) EXISTING PGE SERVICE / TRANSFORMERIf EXISTING MDP BENCH o EXISTING 660 T / / BLEACHER / / i Q ° j(/�''p�y} APPROXIMATE LOCATION SWITCH VAULT Al / SHED / eYA -,a,SANITAPES:rLILTE o EXISTING DIP I 0 U p E xe° � NE x—�N_ WA O` t _ C N — — — — _ _ — __ — _ — a- 0 — �� / I� GATE / (2)(18,$#10GND,314'C O / FIREIAN GATE GENE�PATO0. { —} CL �lV WPr"] Q OC / O I / ❑ 5 __Ii GATE JB JB E _ _ _ _ (ANTER BOXE "ca ( MAIN ELECTRICAL ROOM n _=EXISTING PANEL 7E a/ \ >. IN TEMPLETON CORE.—,,,II...- � I � J TC i SITE PLAN - POWER E2 SCALE: 1" = 30'-0" a; LL E � �4 PROFFf JOB No.: 1700395 9500 SW MURDOCK, TIGARD, OR 97224 SHEET NO. N — E\� �G I NES �O DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS -- 9195P DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E L E iiii iiii CHECKED BY: M. STREB CITY OF TIGARD, OREGON •..... 2 111 SW Fifth Ave., Suite 2500 ...... PA E -- Portland, OR 97204 � 0:503.227.3251 /, PLOT DATE: N M P g F: 503.224.4e81 Sq / �y 8 5� PLOTTED BY: SITE PLAN - POWER SHEET 2 OF ae-en ineers.com www.kpff.com DWG NAME: N N 519 RECORD NO. ai REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 0 GENERAL NOTES: A. EXISTING RECEPTACLES AND DATA WITHIN PORTABLE NOT SHOWN FOR CLARITY. B. MULTI CHANNEL RACEWAY TO BE MOUNTED ABOVE EXISTING POWERIDATA RECEPTACLES TO AVOID OBSTRUCTIONS. C. COMPUTER LAB CONVERSION PERTAINS TO ONLY HALF OF PORTABLE 6. Q 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. 10(TYP) EXISTING 120I240VI1 P - - 200A PANEL j 10. 12, 14. 10. 12. 14. 10. 12. Noc 14. 10. a 0 0 U 12. 0 E (TYP) 3 14. CKT: 16,18. Q LU 16. 18. 16. 18. 16. 18. LO n i n i 0 Q U O N N VJ O L a N N >7 O O CL T O 3 H O LOn n n O Q U N O O L) U 7 0 O OL 0 m 0 a R L 0 o_ c 0 m a E IT T O 3 H n LO PORTABLE 6 - COMPUTER LAB CONVERSION - POWER & DATA E2A SCALE: 114" = 1'-0" a 5i E `gyp PR OFf JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. CL -----• ��, I N�+� /� DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS ��•.'.:: 9195P DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E2A111 SW Fifth Ave.,Suite 2500 E �� CHECKED BY: M. STREB CITY OFTIGARD, OREGON (_ •..... Portland,OR 97204 O E c PLOT DATE: 0:503.227.3251Q- -__-- F: 503.224.4681 tiq �� a ti° s� PLOTTED BY: PORTABLE 6 - COMPUTER LAB CONVERSION - POWER & DATA SHEET 2 of ,n n pae-engineers.com www.knff.mm F FORRE N N �r�q DWG NAME: RECORD NO. B REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 0 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 TAG CONDUIT PHASE GROUND TAG CONDUIT PHASE&NEUTRAL GROUND MANUFACTURER. COORDINATE LOCATION PRIOR TO AMPACITY SIZE (MIN) CONDUCTORS CONDUCTOR SIZE(MIN) CONDUCTORS CONDUCTOR ROUGH-IN AND TERMINATION OF FEEDER WITH 20 203 112" (3)#12 #12 204 112" 4 #12 #1Y MANUFACTURER,. CONFIRM AVAILABLE FAULT CURRENT FROM SHORT CIRCUIT STUDY AS PART OF THE SUBMITTAL 30 303 1/2" (3)#10 #10 304 314" 4 #10 #10 PROCESS. PROVIDE GROUND RODS AT EACH PANEL. 40 403 314" 3 #g #10 404 314" 4 #8 #10 50 503 314" 3 #6 #10 504 1" 4 #6 #10 60 603 314" 3 #6 #10 604 1" 4 #6 #10 70 703 1" 3 #4 #8 704 1 114' 4 #4 #8 80 803 11/4" 3 #3 #8 804 11/4' 4 #3 #8 0 NOTES: 90 903 1 114" 3 #3 #8 904 1 114" 4 #3 #8 1. PORTABLE 6 PANEL TO BE ALTERED BASED ON 100 1003 11/41 3 #2 #8 1004 11/4" 4 #2 #8 COMPUTER LAB CONVERSION. REFER TO PANEL SCHEDULES 110 1103 1112" 3 #1 #6 1104 11/2" 4 #1 #6 ON SHEET E3A FOR FURTHER INFORMATION. 125 1253 1112' 3 #1 #6 1254 11/2" 4 #1 #6 150 1503 11/2' 3 #1/0 #6 1504 2" 4 #1/0 #6 2. ADDITIONAL 2-1/2"CONDUIT FOR PORTABLE 14 TO BE 175 1753 2" 3 #210 #6 1754 2" 4 #210 #6 ADDED. PROVIDE LB FITTINGS AS NECESSARY. 200 2003 2" 3 #3/0 #6 2004 2" 493/0 #6 225 2253 2" 3 #410 #4 2254 2112" 4 #4/0 #4 250 2503 2" 3 #4/0 #4 2504 21/2' 4 250KCM #3 300 3003 21/2" 3 250KCM #4 3004 3" 4 350KCM #2 350 3503 21/2" 3 350KCM #3 3504 3112" 4 500KCM #1 400 4003 2 2' 6 #310 2 #3 4004 (2)20 8 #310 (2)#3 450 4503 020 6 #410 (2)#2 4504 (2)21/2' 8 #410 2 #2 500 5003 2 2" 6 #4/0 2 #2 5004 2 3" 8 250KCM 2 #1 600 6003 (2)21/2m 6 250KCM 2 #1 6004 2 3" 8 350KCM 2 #210 800 8003 (2)30 6 500KCM 2 #1/0 8004 3 3" 12 350KCM 3 #210 1000 10003 3 3" 9 500KCM 3 #210 10004 3 4" 12 500KCM 3 #210 1200 12003 4 3" 12 350KCM 4 #310 12004 4 4" 16 500KCM 4 250KCM 1600 16003 4 4" 12 750KCM 4 #410 16004 (5)4' 20 500KCM 5 #410 2000 20003 (5)4' 15 750KCM 5 250KCM 20004 (6)4' 24 500KCM 6 250KCM 2500 25003 (6)40 18 750KCM 6 350KCM 25004 (8)41 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)4w 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% MAXIMUM 40% FILL FOR EMT, RMC AND PVC FILL FOR EMT, RMC AND PVC SCHEDULE 40. 0 SCHEDULE 40. 3. ALL NEUTRAL CONDUCTORS ARE CONSIDERED CURRENT 3. FOR FEEDER RATINGS 100AMPS OR LESS,ACTUAL CARRYING, THEREFORE AMPACITY ADJUSTMENTS HAVE a AMPACITY IS CALCULATED BY THOSE GIVEN IN NEC BEEN INCLUDED IN ACCORDANCE WITH NEC TABLE E 310.15(B)(16), 60D EG C. 310.15(B)(3)(a)TO ACCOMMODATE FOUR(4)CURRENT 1: y 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(B)AND TABLE NEC Li 310.15(B)(16). FOR FEEDER RATINGS 100AMPS OR LESS, e THE ADJUSTED AMPACITY SHALL NOT EXCEED THE 60DEG C RATING. FOR FEEDER RATINGS GREATER THAN 1 100AMPS, ACTUAL AMPACITY SHALL NOT EXCEED THE i 75DEG C RATING. 0 U O i r - - - - � cli o (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) OL I I O PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE I PORTABLE I PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE RESTROOM RESTROOM RESTROOM RESTRO01VRESTROOM 1 2 3 4 5 I 6 I 7 8 9 10 11 12 13 14 1 2 3 4 5 r 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 100A 100A 100A 100A 100A 0 0 2003 2003 2003 2003 2003 2003 2003 2003 ef2003K cw2253 2253 2253 2253 1003 1003 1003 1003 1003el LOLO METER- - r - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 o— - - - - - - - - - - — — - - - - � i 1 SPD a 11 O CT's i 1603P I ) zPA 1 2fPA 1 2PA 1 2POA Gl �P A 1 HPOA 1 2POA 1 2POA l fp-- 1 - 1 200A 1 fp-- \ HPOA 1 HPOA 1 lo- 1 �P A \ 2P A \ zPO 1 2POA 1 i (1)5"C BY CONTRACTOR I l �/ �/ J n/ �/ �J �l nJ Yl YJ Y/ Y/ YJ YJ �/ nJ nl CONDUCTORS BY UTILITY UTILITY I PANEL MDP 1600A, 208Y/120V, 30,4W,42 KAIC I I I I 1 TRANSFORMER 1 NEMA3R 1 a I GRADE 5)5"C. BY CONTRACTOR i TO UTILITY ( a SERVICE CONDUCTORS BY UTILITY 0 POINT a 0 (1)5"C BY y CONTRACTOR Iv TRANSFORMER VAULT E CONDUCTORS BY UTILITY BY CONTRACTOR T 0 600 SWITCH VAULT BY CONTRACTOR I LO ONE-LINE DIAGRAM - ELECTRICAL E2B SCALE: N.T.S. 0 N A' i� E PROF , JOB NO.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. •••••. �c�� 1 N�� DESIGNED BY: M. LOPEZ ••.... 9195P DRAWN BY: M. COOPER TTSD MODULAR CLASSROOMS LO ••��.. TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E2B E iiii__=iii CHECKED BY: M. STREB CITY OF TIGARD OREGON ••.••• 111 SW Fifth Ave.,Suite 2500 � "�� PA E Portland, OR 97204 0 E 0:503.227.3251 PLOT DATE: x P B1cp F: 503.224.4681 ti �r ONE-LINE DIAGRAM - ELECTRICAL 3 ae-en ineers.com www.koffcom 9�r �Z PLOTTED BY: SHEET OF FORRE DWG NAME: N C-4 ;?//S-//l DWG NO. B REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 0 NAC (TYPICAL FOR EACH PORTABLE/RESTROOM) s s ® T11 1 P FA ANNUNCIATOR 1O EXISTING FACP IN TEMPLETON CORE DIALER O LEVEL 1 0 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. 0 0 U T E GROUNDING SYSTEM N E3 SCALE: NONE 3 M w O_ r u7 n I r PORTABLE PANEL 0 i N N O d NEUTRALBUS 0 0 a T GROUND BUS 3 o — - - - - -GRADE LOLO #310 GROUND RODS 01 i 0 a c 0 GENERAL NOTES: a_ A.ALL GROUNDING CONDUCTORS SHALL BE BARE COPPER CONDUCTORS, s PROVIDE PVC RACEWAY AS NEEDED FOR PROTECTION, B. SEPARATE GROUND RODS ARE TO BE PROVIDED FOR EACH o PORTABLE/RESTROOM. REFER TO MANUFACTURERS DRAWING FOR FURTHER c 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. a LO 2 GROUNDING SYSTEM CD E3 SCALE: NONE N a 6 IT 0 FRI JOB No. 1700395 9500 SW MURDOCK, TIGARD, OR 97224 SHEET NO. --•-.- ��G I NES O DESIGNED BY: M. LOPEZ �:::.. _ 9195P DRAWN BY: M. COOPER TTSD MODULAR CLASSROOMS ••,��, TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E 3 F ilii== UAE 111 SW Fifth Ave., suite 2500 CHECKED BY: M. STREB CITY OF TIGARD, OREGON ....•• � Portland, OR 97204 0:503.227.3251 %, �� t�.�e �� PLOT DATElqff : M F: 503.224.4681 �' �� y pae-engineers.com www.kp com 9F! FORRES�� PLOTTED BY. DETAILS - ELECTRICAL SHEET 4 OF N N �S�q DWG NAME: RECORD NO. b3 A REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 0 REFERENCE ONLY QNOTES: 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 EXTERIOR 42 125% 52.5 PORTABLE 2 17000 200/2 5 34000 6 200/2 17000 PORTABLE 12 INTERIOR 954 125% 1192.5 17000 1 7 34000 8 17000 RECEPTACLES PORTABLE 3 17000 200/2 9 34000 10 200/2 17000 PORTABLE 13 THRU 10,000 3600 100% 3600 17000 11 34000 12 17000 OVER 10,000 0 50% 0 PORTABLE 4 17000 200/2 13 26550 14 100/2 9550 RESTROOM 1 MOTORS COMPRESSOR 17000 15 26550 1 16 9550 TOTAL 8832 100% 8832 PORTABLE 5 17000 200/2 17 26550 18 100/2 9550 RESTROOM 2 LARGEST 3528 25% 882 17000 19 26550 20 1 9550 HEATING 20000 100% 20000 PORTABLE 6 17000 200/2 21 26550 22 100/2 9550 RESTROOM 3 17000 23 26550 24 9550 33,428 VA 34565.3 VA PORTABLE 7 17000 200/2 25 1 26550 1 26 100/2 9550 RESTROOM 4 17000 27 26550 28 9550 TOTAL CONNECTED LOAD TOTAL CALCULATED LOAD 161 AMPS 166.2 AMPS PORTABLE 8 17000 200/2 29 26550 30 100/2 9550 RESTROOM 5 17000 31 26550 32 9550 PORTABLE 9 17000 200/2 33 34000 34 200/2 17000 PORTABLE 14 N 1 17000 35 34000 36 1 17000 PORTABLE 10 1 17000 200/2 37 17000 38 SPACE REFERENCE ONLY 1 17000 39 17000 40 SPACE SPACE 41 0 42 SPACE PANEL SCHEDULE PORTABLES CLASSROOM LOADCENTER 191200 198650 181650 VOLTAGE: 208/120V AMPS: 1587.5 DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION PHASE: 3 LIGHTS 477 20/1 1 7685 2 90/2 7208 HVAC WIRE: 4 LIGHTS 519 20/1 3 7727 4 - 7208 - LUGS: 1600 MCB RECEPTACLES 900 20/1 5 8108 6 90/2 7208 HVAC AIC RATING: 110K RECEPTACLES 720 20/1 7 7928 8 - 7208 - BUS: 11600A RECEPTACLES 1080 20/1 9 1080 10 20/1 SPACE RECEPTACLES 900 20/1 11 900 12 20/1 SPACE 0 SPACE 13 0 14 20/1 SPACE E SPACE 15 0 16 20/1 SPACE SPACE 17 0 18 20/1 SPACE SPACE 19 0 20 20/1 SPACE 3 Q 16873 16555 r7 W VOLTAGE: 208/120V PHASE: 1 LO WIRE: 3 i LUGS: MCB 0 0 AIC RATING: 10K BUS: 1200A N N fA L a 0 PANEL SCHEDULE PORTABLE 6 CLASSROOM LOADCENTER DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION o LIGHTS (EXIST) 477 20/1 1 7685 2 90/2 7208 HVAC (EXIST) _ LIGHTS (EXIST) 519 20/1 3 7727 4 - 7208 - RECEPTACLES (EXIST) 900 20/1 5 8108 6 90/2 7208 HVAC (EXIST) o RECEPTACLES EXIST 720 20/1 7 7928 8 - 7208 - N RECEPTACLES (EXIST) 1080 20/1 9 2160 10 20/1 1080 COMPUTER LOADS ON RECEPTACLES (EXIST) 900 20/1 11 1980 12 20/1 1080 COMPUTER LOADS NO SPACE 13 1080 14 20/1 1080 COMPUTER LOADS ON SPACE 15 1080 16 20/1 1080 COMPUTER LOADS ON s SPACE 17 1080 18 20/1 1080 COMPUTER LOADS ON 0 SPACE 19 0 20 20/1 SPARE 0 20113 18715 a- _ o TOTAL KVA: 38828 AMPS: 161 .7833 VOLTAGE: 208/120V PHASE: 1 WIRE: 3 LUGS: JMCB LO AIC RATING: 110K BUS: 1200A s NOTES: N a r7 E PROFF JOB NO.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. 00 __---- �� DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS ====:= 9195P DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E3A ...... E =-ilii �� CHECKED BY: M. STREB F_ E Portland,FOR Ave.,Suite zsoo o CITY OF TIGARD, OREGON 0:503.227.3251m (o %-, ✓L 1R �� PLOT DATE: : x P B1Tff F: 503.224.m ti �Y SCHEDULES - ELECTRICAL 5 ae-en ineers.cam F: 503.ff.rom 9E. t�' PLOTTED BY: SHEET OF FORREDWG NAME: N N 4115-111 DWG NO. ai REVISION DATE DESCRIPTION BY EXPIRES 6-30-2020 TAB NAME: 1700395-XX 0 a ABBREVIATIONS DESIGNATION SYMBOLS DEVICE SYMBOLS AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP 0 123 EQUIPMENT DESIGNATOR SEE SCHEDULE. TELECOMMUNICATIONS A AMPERE (AMP) KVAR KILOVOLT AMPS REACTIVE E X EXISTING TO REMAIN, EXISTING TO BE REMOVED AL ALUMINUM LA LIGHTNING ARRESTOR WALL OUTLET DATA: PROVIDE TWO CATEGORY 5E CABLES, LION. ARCH ARCHITECT/ARCHITECTURAL LTG LIGHTING ® O EXISTING TO BE RELOCATED, FUTURE ® WIRELESS ACCESS POINT OUTLET. PROVIDE TWO CATEGORY 5E ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE CABLES PER OUTLET(LION). CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION ON © NEW, CONNECT TO FOTO SURFACE MOUNT IP SPEAKER/CLOCK. PROVIDE ONE C CONDUIT MCA MINIMUM CIRCUIT AMPS O NOTE ® CATEGORY 5E CABLE PER OUTLET(LION). CCN CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER CKT CIRCUIT MCC MOTOR CONTROL CENTER CLG CEILING MDP MAIN DISTRIBUTION PANEL CT CURRENTTRANSFORMER 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 HO� CORNER MOUNT VIDEO SURVEILLANCE CAMERA ROUGH IN. EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH — PROVIDE ONE CATEGORY 6 CABLE PER OUTLET(LION) EP EXPLOSION PROOF NIC NOT IN CONTRACT UNDERGROUND CONDUIT(DIAGRAMMATIC ROUTING; DIRECT ROUTING) MS MOTION SENSOR EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT DOOR CONTACT EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS STUB/TERMINATION DC FA FIRE ALARM PE PHOTO ELECTRIC CELL HOMERUN KP 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 STIR STARTER FOTO FURNISHED BY OWNER SV SOLENOID VALVE INSTALLED BY OWNER SW SWITCH GFP GROUND FAULT PROTECTION TO 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: 1. LOCATE ALL FIRE ALARM DEVICES PER CODE. MIN 6" ® 2. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. FIRE 3. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH WORKING SURFACE MILLWORK CONTRACTOR. (TYP) 4. IF APPLICABLE,TELCOM CONSULTANTS DRAWINGS TAKE BACKSPLASH g0" MAX) PRECEDENCE OVER THIS DETAIL FOR TELCOM DEVICES. • Oj 80' MIN) � NOTES: ® ® © © O 6" 6 1D TELECOM OUTLET © WALL PHONE NOTE 48" 20 RECEPTACLE 0 ABOVE COUNTER DEVICE n u o MAINTAIN A CONSISTANT HEIGHT 3O FIRE ALARM PULL STATION THROUGHOUT SPACE 1� 20 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 CARD READER BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. _---- �JNNGp,T10NS p,SA DESIGNED BY: M. PETERWORTH TTSD MODULAR CLASSROOMS T 1 c ��o DRAWN BY: D. WIRTALA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS s::... a/CS/ 13DAEiiii _ilii ¢ o CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON 111 SW Fifth Ave., Suite 2500 w MATTHEW J PETERWORTH m Portland, OR 97204 V ti 0:503.227.3251 BICSI IDk 1656621Tff = PLOT DATE: 02/20/2019 F: 503.224.4681 * MIRES 1x2.31-211 PLOTTED BY: M. PETERWORTH SHEET OF pae-engineers.com www.koff.com � YRCDV D DWG NAME: SYMBOLS LEGENDS & ABBREVIATIONS - TECHNOLOGY 1 4 N RECORD N0. REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX G47, GENERAL NOTES: \ Q A.CONDUIT TO BE ROUTED UNDERGROUND OR UNDER BASEBgLLDIAMOND DECK/WALKWAYS. \ Q \ \ 0 OST \ � aqu FIELD / \ P-13 O NOTES: / \ 1. EXISTING PORTABLES IDF. PROVIDE MODULAR CATEGORY T2STORY ONCRUEMIDDLSCHOOL 5E PATCH PANELS IN EXISTING RACK TO SUPPORT 2-STORY CONCRETE BUILDING / ADDITIONAL DEVICES FOR PORTABLES P-10 THROUGH P-14 AND NEW COMPUTER LAB. 0 E� �V \ P-10 ��/ \ / (2)2112"C P-12 / )2 (2)21/2"C \ / F c / / P-9 \ (2)21/2"C ° / R-4 / NEW CO PUTER Q \ y LAB R3 R1 �7 / P-2 7 � / e / 0 / GOAL P-1 P-3 BASEBALLDWMONO E 'TOggOF 'D4b O f Q O GATE ` BBLEACHER APPRO%IMON/ATELOCATI / ` i"9Y'i�yi j\-�-WAS 1.�I-�•• / AS SANITARYLINE T O SHED / 11111 EVLT \ sxEo noYnRK __ / I TFGATE WP HOPRP/ EIDE IPIIE GATE �n GENEORATOR ( �. / / ❑ — �'•MEy.] GATE — _ — _ _ 1B IB E — _ _ — CANTER BO%E t -y SITE PLAN - TECHNOLOGY T2 SCALE: I"=30'-0" JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. �op,Twros°jsT DESIGNED BY: M. PETERWORTH -----• � •�-�'� TTSD MODULAR CLASSROOMS �� DRAWN BY: D. WIRTALA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ¢MnTntrwJ PE7ERWORhI o CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON ••��NDAE 111 SW Fifth Ave.,Suite 2500 w Portland, OR 97204 r O:503.227.3251 103BICSI ID#165662 o PLOT DATE: 02/20/2019 F: 503.224.4681 PLOTTED BY: M. PETERWORTH SITE PLAN - TECHNOLOGY SHEET 2 OF 4 �j pae-engineers.com www.kpff.com p RECORD N0. N yRCDOO DWG NAME: REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX GENERAL NOTES: A. DEVICES TO BE SERVED FROM PORTABLES OF IN EXISTING PORTABLE P-9. B. DATA OUTLETS IN EACH TYPICAL CLASSROOM TO MATCH CURRENT OUTLET LOCATIONS AND CABLE QUANTITIES. FIELD VERIFY PRIOR TO PRICING/INSTALLATION. r G \ / D /74 r DIVIDED SURFACE METAL / \ \ / RACEWAY WITH POWER 6 \ \ r \ r r \ \ \ \ \ 2 COMPUTER LAB TECHNOLOGY PLAN TYPICAL TECHNOLOGY PLAN T2A SCALE: 1/8" = 1'-0" T2A SCALE: 1/8" = 1'-0" ,JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET N0. NvCp,T�ONS p7S7. DESIGNED BY: M. PETERWORTH ��° � 9�G TTSD MODULAR CLASSROOMS T2A zz•;;; 0o a DRAWN BY: D. WIRTALA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ..66.••00:: o a��s� z ��_ •�� o CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON •��•• E 111 SW Fifth Ave., Suite 2500 MATTHEW,1 PETERWDRTH m ••�� PA Portland, OR 97204 �— O:503.227.3251 BICSI IDs 165662 z� PLOT DATE: 02/20/2019 N7 F: 503.224.4681 aes z-a�, _ i-z�.,a'' PLOTTED BY: M. PETERWORTH TYPICAL PORTABLE TECHNOLOGY PLAN SHEET 3 OF 4 pae-engineers.com www.koff.com y��,� • RcoD• DWG NAME: RECORD N0. N REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX IPSPEAKER/CLOCK (TYPICAL) CONDUIT TO PORTABLES IDF DATA OUTLET (TYPICAL) GRADE SUPPORT CABLING UNDER PORTABLE WITH J-HOOKS (TYPICAL) SECTION PLAN - TECHNOLOGY T3 SCALE: N.T.S. CABLING LEGEND Ps CAT 5e INDOOR/OUTDOOR WMR/CMX) CAT 5e (UTP) CAT 5e I UNSHIELDED TWIST D PAIRS IT CLOSET TYPICAL CLASSROOM 2 ONE - LINE DIAGRAM - TYPICAL CLASSROOM T3 SCALE: N.T.S. JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. ---__ �JN�Op,T10NS�7S29/ DESIGNED BY: M. PETERWORTH TTSD MODULAR CLASSROOMS ooh �� mao DRAWN BY: D. WIRTALA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS Bicsi �� ¢ o CHECKED BY: M. PETERWORTH CITY Of TIGARD, OREGON •�� E 111 SW Fifth Ave., Suite 2500 MATTHEW J PETERWORTH m Portland, OR 97204 y 0:503.227.3251 BICSI ID#165662 = PLOT DATE: 02/20/2019 n 1TffF: 503.224.4681 , b_ E mnE512-3��1-21 PLOTTED BY: M. PETERWORTH SHEET OF pae-engineers.com www.kpff.com fJ� w TECHNOLOGY DETAILS 4 4 N `RCDD• DWG NAME: RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX o F ry F5 CODE COMPLIANCE GENERAL NOTES: w � ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION ,. IBC 2015, CHAPTER 10 COMPLIANT a m 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN - z� PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS. INC PRODUCTS PRODUCED THE LO I_ e 2. ANSI A117.1-2009 COMPLIANT (/') TYPICAL COMPONENT SIZES STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. C7 Z n 3. RAMP SLOPE, MAX.RISE = 1:12 VERT HORZ 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC (7 UI LSG ( / ) REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD - e Z 9 S2 LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE co W C7 .. RAMPS: 48" WIDE RAMP UNITS CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN //+� 4. CROSS SLOPE, MAX. = 2% m _ F ; Welcome Ramp Systems' enc. 5. STAIR RISE = 7" MAX., 4' MIN :" o g iff ... STAIRS: MAX. 5"-7' RISE x 12" TREAD x 48" WIDE STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS. INC 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL BE LESS THAN 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT Component Aluminum Ramp System for ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED z m = a 6. DESIGN LOADING: Q F 6.1. DECK RAMP 100 PSF GRADE. DECK/RAMP WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. W 6.2. STAIR TREAD 300 LBS./TREAD 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. Safe User-Friendly Building Access. 6.3. RAILING 50 PLF/200 LBS. CONC. x ' y J 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS "' 0 �+ LOADING PER 30-FT RAMP PLANKING: o www.welcomerampsystems.com 6.5. WIND LOAD 135 MPH, EXP C,6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. 'D'Kzt=2D0 ... THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. _.. RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. 0 7. DOOR CLEARANCE AS REQUIRED BY IBC. --• PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR N 8. STANDARD 3 LINE RAIL FOR COMPONENTS 30" .•• STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. OR LESS FROM GRADE TO WALKING SURFACE LEM LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. 5LL OF RAMP, LANDING, OR STAIR. LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. f 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, OR PLATED STAIR. ALUMINUM: I. - ooee oeu oten na s b ❑ APPROVED EXCEPT AS NOTED 10. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF --- ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF ❑ REVISE AS NOTED AND RESUBMIT RAMP, PLATFORM, OR STAIR NOSING. INSTALL 35 KSI. BOTH SIDES OF STAIRS AND RAMP. HAND RAILS: APPROVALBY DATE ... STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND IT IS UNDERSTOOD THAT THISAPPROVAL REPRESENTS THE FINAL 11. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. 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 SPECIFICATIONS AND METHODS OF CONSTRUCTION. MATERIALS RAIL COLUMN. 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE DFIRES: 09/27/2019 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 DOPLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL CHANGE ORDER AND HAVE THE SIGNATURE OF ALL PARTIES PRODUCTS.ANY MODIFICATION TO THESE PLANS HUSTLE MADE BY NOT ALLOW PASSAGE OF 4" SPHERE WHERE HORIZONTAL RAILS. 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. PLANS AND SPECIFICATIONS. WELDING: 0 0 0 00 00 13. FOOTING INFORMATION: ... ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN-PLANT FABRICATION. NO 0 �N �o �N �0 12"x12%1-1/2" P.T. WOOD OR 12"x12" ON-SITE WELDING IS REQUIRED. 2 PRE-MANUFACTURED ABS PAD REQUIRED UNDER .•. FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND H ALL ADJUSTABLE LEGS. IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. > o LL o LL o LL o LL ... WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. 0 0 0 0 ... WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS N H WARPING OF WELDED ELEMENTS. ZZ ... FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. 00 2 0 TS: ... ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE vii w LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE SZO O SPECIFIED. ... HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL w s FACTOR OF SAFETY AND 00 NOT REQUIRE SPECIAL INSPECTION. g a (Q_7 TECH SCREWS: ... ZINC PLATED #10x1}", SELF TAPPING. 0 H 0 oaf to W U O 8 8 < } „ r Z ~ 8 a 12x12 POLY PAD N Q w � N - m r f O (3) 1/2"0 BOLTS Z TO NOSING RADIUS, - 0 � EQUALLY SPACED THRU m 0 1/4" X 7" STAIR END TOP & BOTTOM o w ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER ry INTOPLATFORM. TREAD PLATFORM 3,4, OR 5 AL. TREADS PER HEIGHT VARIES O -9" STAIR. O o (OPTION L) STATS (UP) I 11" RUN \ T-SHAPE EXTRUSION 4 16 GA. X 6j N a0 a 47-15/16" �" AL. STAIR t w FLAT GALV. PLANK, c o m o V) CUSTOM CONFIGURATION I STEEL, TIP. 2x12x48 1/4" x 8" ALUM. 3"X1-1/2"X.125" AL. 11"x1}"xi" FILLER ANGLE. _ __x Fr PLATE CARRIAGE 7" RISE V) PLATE W/TECH PLACE ENDS UNDER.TREAD SEE DETAIL 5 7" RISE W SCREWS FOR HOLDDOWN ANGLE TO SECURE i E LEVELING FOOT U I- AUGNMENT IN PLACE. 6'-0" LT, z O DETAIL 6 0'-5 3/4" DETAIL 2 - STAIRWAY ELEVATION - � z RAI HANDL BOTH SIDE OF RAMP 5 CLOSED EQUAL RISERSA SCALE: 1/2"=1' ® 4" MIN TO 7" MAX. HT. NOTE: Q (( DETAIL 3 �- "S" BRACKET W/TECH TYPICAL LANDING WITH STAIR CONSTRUCTION STAIR TO MEET ANSI ICC A117.1-2009 J 0'-2 3/4" -P SCREWS (n Q � (DIMENSION CHANGE TO MATCH PLATFORM SECTION) SECTION 504 AND IBC 2012 SECTION 1009 14"0 (TYP) 1}" SQ. TUBE, V `•� w I� THICKNESS, 6063 T6 HHS1}x1j (TYP) 3-3/4" �' Cn 42" VERTICAL PICKET GUARDRNL " n T-SHAPE (2)8"Ox 4" LAGBOLT, w/BALLASTS TO PREVENT A 4" 1 2 0'- 1 1 /Z" a z -- -'-- -'--- - -- --- --- T-SHAPE EXTRUSION END GALV. OR SDS300 @ EACH SPHERE FROM PASSING THROUGH Q ^ WHEN OVER 30" ELEVATION, BOTH EXTRUSION PLATE 5-FT PLATFORM SECTION HANDRAIL OPTIONAL END PLATE ADJACENT BUILDING E� SIDES OF STAIR. CONNECTION, J " g ADDITIONAL 5'X5' SECTION A � a_ PLATFORM/S. RAMP CONNECTION 23" 3 DETAIL 6 1/4' TRACTION 4"LONG X 1-3 L i (n SCALE: 3"=1' /4" TREAD X 1-3/4" X 0.25" W � 1/4 TRACTION PLANK PLATFORM - AL. ANGLE WITH (2) 0 U Q SEE SECTION C SEE DETAIL 5 NOTE: USE THIS RAILING r TREAD INSTALL BOLT WITH 1" ^ O 3/8" TACK SCREWS INTO POST. WELD J U TYPICAL ELEVATION (WITH STANDARD RAIL) FOR 30-INCH OR LOWER . LANK MIN. CLEAR IN CV I HANDRAIL TO ANGLE W Q Z SCALE: 1"=1'-0" TOTAL PLATFORM HEIGHT. cel STRINGER PLATE ALL AROUND.Y* 3: Q AROUND HOLE. (TYP.) DETAIL 3 a � 2" x 2" x 3/16" HANDHOLD (n \ RECEIVER TUBE lO SCALE: 1/2"=1' 3"X1-1/2"X.125" AL. M 5" LONG (TYP.) SEE DETAIL 6 FOR PLATE W/TECH HANDRAIL BOTH SIDE OF RAMP CONNECTION DETAIL SEE DETAIL 3 SCREWS FOR _7s 1 " STAIR PLANK, 1/4" MARGIN, TYP. PICKET OF RAMP SECTION FOR HANDHOLD ALIGNMENT I �• I� SECTION D 48"X 12" X11.781" wm g 10 LENGTH s PLATFORM SUPPORT RAIL & wS}r SUPPORT RAIL . OR o� z w 8 CONNECTION TO BUILDING I 0 HHS14"x U¢" 3 HOLES PER SECTION B 1-1/2" AL. ANGLE, I w SUPPORT, TYP RAMP SUPPORT RAIL SCALE: 3"=1' DETAIL 1 - STAIR HAND RAIL a az 3/16" THICK STAIR UJ z 3 0 "DIA. GRADE M SCALE: 1/2"=1' w w 5 ZINC SCALE: 3"=1' TREAD STIFFENER rn 1 0 DETAIL 3 c0 w w x¢ AL. VERT. HAND RAIL w 1}"x1k"x.125 SQ. Z 3/4" a o m o w 12" LONG 1�"x1d"x.125" SQ. THREADED w o=w rw-uj 1}"x1}"x.125 AL. ANGLE I"7 ADJUSTMENT o <- HOLD DOWN FOR TREAD. ___ TUBE INSERT. WELD TO 0 w r OPTIONAL HANDRAIL BOTH 0 a N 0 w BOLT AT MIDDLE AND ON ADDITIONAL 5'X5' i� �� //EXTRUSION 4"x4"xj" AL. BASE PLATE SIDE OF STAIR �z ENDS THROUGH tc i PLATFORM/S. L-SHAPE. " GRADE 5 D 7� �V "x2" AL. FLAT BAR THAT 0 F BOLTS. }" \ CONNECTS RAMP STRINGERS �p 4" SQ. TYP. N o 0 w w= 1:12 = SLOPE, TYP. " I \ 23" DETAIL 5 o N o O j 0 SEE SECTION C I "x1}" AL. PLATE WELDED TO LEVELING FOOT o=M w w�a�� I I TO MAKE CONTINUOUS SCALE: 3"=1' I- m w 0 g I 4x4xYs PIER BASE \ L SHAPE PLATFORM 9 w N a�z - 1 1 " FOR 1 RAMP TION O HOLES)®C10RNER5 TM 7 I I INSTALL BOLT WITH 1" —A Oa w:18:5 O d - 11 " FOR 8' RAMP SECTION I MIN. CLEAR IN = 4" On>- O (2) }" BOLTS. i STRINGER PLATE 00 0 N.0= AROUND HOLE. (TYP.) L,U z 0 N SPACE 2" APART ON CENTER, a z TYP OF ALL HANDRAIL ANCHORS. WELD EXTRUDED T-BAR SHAPE ON ENDS 1j"x1j"x.120" SQ. TUBE CROSS NOSING DETAIL i OO 2" x 2" x 3/16" J _ O OF EACH RAMP SECTION & LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP RECEIVER TUBE Lfl ^w - DETAIL E SECTION. WELD TO LEG POCKETS AND _ 5" LONG (TYP.) I'`) p w 3 to USE (3) (GRADE 5) 14" EQUAL SPACED BOTTOM OF EXTRUDED L-BAR SHAPE. 1/4" MARGIN, TYP. 0 BOLTS WHEN JOINING RAMP SECTIONS O STAIR PLANK V) w TRT 16x16 ABS PAD UNDER TOGETHER. NOTE: USE THIS RAILING 0 D,LU p w r ) 2"x12"x48" z POST W/(1) SDS25112 THRU TYPICAL ELEVATION INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM >>" SPEED IL 3az 0Uj (1) OF (2) HOLES IN POST HEIGHT GREATER THAN a o w 4" HANDRAIL TIE FOOT TO PAD SCALE: }"=1'-0" 30-INCHES. 1-1/2" IC ANGLE, o � 0 DETAIL 4 - STAIR HAND RAIL DETAIL 6 w 0 SECTION C 3/16" THICK STAIR SCALE: 1/2"=1' HANDRAIL CONNECTION In wow cn Li RAMP END TRANSITION END LEG TREAD STIFFENER SCALE: 3"=1' SCALE: 3"=1' 3 0 w 64'-0" 1/2"0x 5" LONG W/ 3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES I1 I, II 1/2"0 x 4 1/2" LONG BOLTS 6'-0 6 0 6 -0 6 -0 61-011 2 IV 2 IV 6 0 IV 6 0 6 -0 6 -0 61-011 W/ 1 1/2" 0 WASHERS ® 32" " 1 20 x 4 1 2" LONG BOLTS `O O.C. AND 6"FROM EACH END / / (2) p3 BARS EACH DIRECTION 4x6 PT HF#2 POST TOE-NAILED W/ 1 1/2" 0 WASHERS " BOTTOM BARS TO BE 1" CLEAR TO BEAM & PADS 32" O.C. AND 6"FROM EACH 8 F BOTTOM M MVR D ' 3/F1 16" BARS TO BE ASTM A-65, GRADE 60 PT WOOD SHIM AS NECESSARY 2x12x24" LONG PT HF#2 WOOD 8x 16 CMU BLOCKS F—k F-17 PAD W/ 2X12X12 PT OVER; RECAST 16" SQ. x4" CENTERED ON 4x6 POST AND EINF. CONC. PAD,NAILED TO 2x12 LT: 2x12x24' LONG7�4 -I PT HF#2 WOOD PAD 2 1 0 , 1 PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6q M/L SUPPORT, OPTIONAL ^ 4/F1 4/F1 F1 Scale: 1/2= V-0" F1 Scale: 1/2=1'-0" F1 Scale: 1/2= V-0" ACCESS PER NOTE #8 4" 1/2"0 BOLTS THRU BOTTOM PLATE (2 PLACES 0 EA. PAD, 1/F1) BLOCKING BLOCKING71 f— F-ts 1 8'-0" 8'-0" 8'-0" 8' 0" 8'-0" 8'-0" 8'-0" 8,-0" 4x4 POST AT PADS ## 4x8 H.F. ##2 MIDSPAN SUPPORT'BEAMDSPAN SUPPORT'BEAM �16"x 16" REINFORCED CONCRETE JACKSTAND JACKSTAND 5/F1 -3 PADS 10/F1 -6 PADS L J L J PAD TYP., 1/1`1 _ 16" SQ. x 1" POLY PRECAST 16" SQ. x4" 5/F1 -3 PADS BOTTOM PLATE N z PAD, ALT: 2x12x24" � z REINF. CONC. PAD, 7/F1141 CORNER PAD VIEW B-B LONG PT HF#2 WOOD 2X4 PT TOP & BOTTOM PLATE PAD _ �� _ �H_ _ .7FT T_ � _ �� CONIC PAD, 1/F1 L L J L J L J L J L J04-1 4X4 PT POST AT PADS L _L _J_ _J 2x4 H.F. PT STUDS ® 16" O.C. 2X8 BLOCKING W SHEAR WALL PER NOTES 4X8 H.F. #2 MIDSPANx 2x8 PT BLOCKING 6 WIDE GALV. J", MAX. MESH p FROM SKIRTING TO RUNNER W/ SUPPORT BEAM4x8 PT H.F.#2 MIDSPAN ^ 2/Fl 6/F1 2 F1 GALV. STAPLES T&B 4X4 HF#2 POSTSUPPORT BEAM W/SHIMS / ATTACH 2X4 PT PLATE W/ BOLTS TOE-NAILED TO BEAM8x16 CMU BLOCK & PADS PROVIDED IN PAD, 1/F1 PRECAST 16" SQ. x4" 00 ? 2x12x24" LONG P.T. HF#2 NREINF. CONC. PAD,B B i. z WOOD PAD W/ 2x4 OVER �CENTERED ON 4x4 POSTALT: 2x12x24" LONG 2X4 P.T. RUNNER W/ AND NAILED TO 2x12 + PT HF#2 WOOD PAD 120d STAKE EA. END 2 EXTERIOR WALL DETAIL MID-SPAN SUPPORT, STANDARD 7q MID-SPAN SUPPORT, OPTIONAL o VENTING PER NOTE #7 F1 Scale: 1/2=1'-0" F1 Scale: 1/2= V-0" F1 Scale: 1/2= V-0" 2/F1 CMU BLOCK NOMINAL SHEATHING W/8d 7/16" SKIRTING 4"/12" W/ WATERPROOFING TO 6" J r , ABOVE GRADE. FLASH OVER EXPOSED LI J WATERPROOFING OR USE UV IL STABLE (T), FOUNDATION PLAN WATERPROOFING PRODUCT.. VIEW A-A FLOOR STRUCTURE FLOOR JOIST, TOE-NAILED TO PT 2X4 W/(2)10D AT EACH JOIST F 1 ti A Scale: 1/4° = 1'-0° � WOOD SHIM ABEAM S NECESSARY PT 2X4048" O.C.W/ U24 EACH END 4x 8 H.F. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED TO PLATE G 8x16 CMU BLOCKS PT 2x4x12" LONG POST BEARINo W/ 16D ® 6" O.C. PRECAST 16" SQUARE x 4" DEEP BLOCK, NAILED TO BEAM & PT 1/1`1 PER PLAN REINFORCED CONCRETE PAD POST. o0 A A PT 44 HF#2 POST TOE-NAILED .� TO BLOCK OR CMU BLOCK .5i L 2x12x24" LONG PT HF#2 WOOD PAD NOTES: 4 ATTACH BOTTOM PLATE TO PAD W/ 2X4 OVER CENTERED ON PT 44 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. _co W/ 1/2"0 EPDXY BOLT MIN. 1" POST AND NAILED TO PT 2x12 OR 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". EMBEDMENT 16x16x4 CONC. PAD 3 OPTIONAL CORNER DETAIL s MID-SPAN BEAM SPLICE BACKFILLED WALL DETAIL F1 Scale: 1/2= V-0" F1 Scale: 1/2" = V-0" F1 Scale: 1/2= V-0" N .7 SOIL ANCHOR PER NOTES, SHEET F-1. CROSS-DRIVE W/ SHOVEL FLOOR ML RIM JOISTS FLOOR STRUCTURE 0 ROOF COLUMN >♦ PLATE SHOWN. WOOD SHIM AS NECESSARY PT WOOD SHIM AS NECESSARY STRUCTURAL NOTES: CLASSROOM PLAN PT 4x4 HF#2 POST 4x 16 CMU BLOCKS 1. GENERAL: 6.2.4.1. SOIL CLASS 1 (ROCK): 36-XDH • TOE-NAILED TO RIM 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 ADS CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. DEPTH): (2) 36-XDH W/MMASD2A' STABILIZER PLATE. STRAP PER ANCHOR MANUF. 1.2. MODULAR BUILDING DESIGN CRITERIA ARE ESTABLISHED FOR GENERAL WORST CASE IN LARGE 6.2.4.3. SOIL CLASS 3 (LOOSE SANDS & GRAVELS, STIFF SILTS & CLAYS): 4430-DH vz q REGIONS. THESE FOUNDATION PLANS ARE DESIGNED FOR SMALLER MORE WORST AS DESIGN AREAS AUGAR-ANCHOR SET VERTICAL W/'MMASD2A' STABILIZER PLATE INSTALL. _ 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 C7 a z 6" (TY . Do SITE. BUILDING DESIGN MAY MATCH OR EXCEED FOUNDATION DESIGN CRITERIA. AUGER ANCHOR SET VERTICAL W/MMASD2 STABILIZER PLATE. Z v1 N n SOIL ANCHOR PER NOTE 2. DESIGN INFORMATION & LOADING: 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. w C7 SHEET F-1 _ 2.1. BUILDING CODE IBC, 2015 7. VENTING: Z 2.2. RISK CATEGORY II 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. g w 2x12x36" LONG 2.3. ROOF LIVE LOAD 25 PSF, SNOW 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF z 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. Lu CO PAD, 5/F2, PER F1 v1 Z m HF#2 WOOD PADS 2.5. WIND CRITERION 110 MPH, EXP C, Kzt=1.0 8. ACCESS: F s M L POST SUPPORT, STANDARD 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. C9 w o 4 ANCHOR DETAIL 10 / 10A 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. m F1 Scaikel/2= V-0" F1 Scale: 1/2= V-0" F1 Scale: 1/2= V-0" 3. CONCRETE: 9. SITE CONDITIONS: 3.1. DESIGN COMP.STRENGTH 2,500 PSI 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL, STRUCTURAL FILL OVER 01 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 z 4.1. 8x16x8 UNITS ASTM C-90, GRADE N D-698. O o 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% O Z 5. WOOD: z N --I O w Q a 5.1. ALL WOOD MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED Es v1 Q p OTHERWISE. _j a U 0 z FLOOR STRUCTURE 5.2. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. V C) Z a l� zN 5.3. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR m m O o 0 PT WOOD SHIM AS NECESSARY HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. ui Q LL a a a 8x 16 CMU BLOCKS 5.4. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. _j � w PT 2x4 TOP & BOTTOM PLATE 6. SPECIALTY ITEMS: 'MINUTEMAN' OR EQUAL, www.minutemanproduxcts.com N 0 Q L o 0 4x6 PT POST M/L PADS TYP 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# Q O N 3 o PRECAST 16" SQUARE x 4" DEEP 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE A W 0 2 a Q z F- PAD, 5 F1, PER Fi MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: S10N L Ear ED PROF U ' vl w a o / �N ., o.. �c ��R Fss Y N = 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE STRENGTH LOAD OF 4,725# ��t> �G1STE 0��,�0 5 GINfFp % (Z N a N 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 4 4 �'' Pe 12327 PE T 00 3 m 6 1/4 ATTACH BOTTOM PLATE TO PAD 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. W/ BOLT PROVIDED IN PAD 6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: 39 7 R G (fes 5 M/L EXT.CO L.S U P P O RT �� ,�� OF 1 �� , LRnt ° `Bo a sip REGQN9�A) REVISION DATE:02/20/2019 F1 Scad�1/2 11"-oma 1'-0" 9tV W. Bg1� `S7�NA1.�` FqN 23,BR\G� F1 W. RENEWS:09/30/2020 RENEWS: 09/27/2019 EXPIRES: DECEMBER 31, 2019 SHEET: 1 OF 1 PMSI-JOSEPH MANGAN STRUCTURAL NOTES : r4 LENGTH OF UNIT �� a 00 1 . DESIGN INFORMATION LOADING: N o I . I . BUILDING CODE IBC , 2012 2015 EDITIONS, OSSC WBC Ui � 1 . 2 . ROOF LIVE LOAD 30/40 PSF SNOW (7 V) z m FM PM rn 1 . 3 . FLOOR LIVE LOAD 50 PSP OR 2 ,000# CONC. R z o W I-j 1 '- 64" 1 .4 . WIND CRITERION 1 1 5 MPH , EXP B/C, Kzt= 1 .0 m �'7 ui (TYP.) TYPICAL UNIT r=lc� 0 1 . 5 . SEISMIC CRITERION SDS = 1 . 0, le = 1 .0 , CLASS D, CATEGORY D — W Z N B uj SUPPOR BEAMS 2 . ASSUMED SOIL BEARING 1 , 500 PSF (VERIFY W/LOCAL BUILDING OFFICIAL) Lu a oo D2M A TYPIC L AT �i� - 1 3 . WALL PLATE HEIGHT 9'-0" Q m D2M INTERIOR COL. rn m o � 4 . ROOF SLOPE 2 : 1 2 OR FLATTER uj zLn 5 . CONCRETE: X 5 . 1 . DESIGN COMF.STKENGTH 2 , 500 PSI N m t JR 5 . 2 . REINF. YIELD 60 KSIG . MASONRY: G . 1 . 8x I Gx8 UNITS ASTM C-90, GRADE N °' G . 2 . SET UNITS W/CORES VERTICAL NO MORE THAN 3 HIGH , PER PLAN , WITHOUT SOLID GROUTING T PICAL AT B - SIN oCORES . SOLID GROUTED CORES OVER OVER 5 HIGH REQUIRES SPECIFIC ENGINEERING . SOIL ANCHE TERIOR COL. D2 r? 1 7 . SPECIALTY ITEMS: AUGER * DRIVEN ANCHORS "MINUTE MAN ANCHORS, INC . " (800) 438-7277 , OR cn SEE DETAIL B1 /DEQUIVALENT. SHOULD AN ALTERNATE MANUFACTURER BE USED FOR ANY ANCHOR OR ASSEMBLY, TYP. EA. EMANUFACTURER DOCUMENTATION OF ANCHOR ALLOWABLE LOADS SHALL BE SUBMITTED AND ANCHOR PM SPACING MODIFIED PER ALLOWABLE LOADS FOR THE ANCHOR USED , 7 . 1 . METAL PIERS TO BE CAPABLE OF SUPPORTING 6 ,000# 7 . 2 . HOLD-DOWNS SET IN SOIL AND LOOSE GRAVEL SHALL BE DRIVEN ANCHOR W/ STABILIZER PLATE OR LPADS & PIERS, NO. REQUIRED PER TABLE A o) HEAD OR AUGAK-TYPE SET VERTICAL W/STABILIZER PLATE EACH W/ A ULTIMATE DESIGN LOAD SEE DETAIL Al /D1M SPACED EQUALLY CAPACITY OF 4725# . NUMBER OF ANCHORS AS INDICATED ON TABLE A. cu 7 .3 . TIE-DOWNS TO STABLE CONCRETE SHALL BE EITHER A MMA-21 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. 0 TYPICAL BOTH SIDES 7 .4 . TIE-DOWNS SET IN AN ASPHALT ROADWAY OR PARKING AREA SHALL BE MMA-35 ANCHORS W/ CC� STABILIZER PLATE $ A MIN . ULTIMATE LOAD OF 4725#. USE NUMBER OF ANCHORS AS SHOWN FOR G AUGER ANCHORS . 06 1 FOUNDATION PLAN 75INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDINGCONNECT ANCHOR 12' - 0" . . .MULTI - WIDE MOBILE OFFICE TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. 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. 0 TABLE A 8 . VENTING: C MOBILE MODULE RAIL PIER PAD & LATERAL RESISTING ASSEMBLY SPACING 8 . 1 . PROVIDE UNDER FLOOR VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT I NET SF OF G VENTILATION PER 150 SF OF FLOOR AREA. - INSTALL PIER/PADS UNDER EACH CHASSIS SUPPORT RAIL, SPACED EQUALLY BETWEEN END PIERS. SEE 8 . 2 . IF A CLASS I VAPOR RETARDER IS INSTALLED THE RATIO MAY BE INCREASED TO /500 . DETAILS SHEET D1 M 9 . ACCESS : - INSTALL COLUMN SUPPORTS PER DETAILS ON SHEET D2M 9 . 1 . PROVIDE ACCESS TO THE UNDER FLOOR AREA PER THE CODE. w - INSTALL LATERAL RESISTING ASSEMBLIES ON EACH OF FOUR WALLS, SPACED EQUALLY BETWEEN END 9 . 2 . PROVIDE 16" MIN . CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. LLJ U z _ ASSEMBLIES. SEE DETAILS SHEET D1 M 9 . 3 . PROVIDE 12" MIN . CLEARANCE FROM SOIL TO UNDERSIDE OF ALL BUILDING MEMBERS . N 10. SITE CONDITIONS : LL_ J Q 10. 1 . FOUNDATION SUBGRADE TO BE UNDISTURBED NATIVE SOILS OR STRUCTURAL FILL, COMPACTED TO WIDTH LENGTH # PADS & PIERS #AUGER ANCHORS-DRIVEN ANCHORS 95% Of THE STANDARD PROCTOR DENSITY PER ASTM D-G98 . 0 w N OF UNIT OF UNIT ROOF LOAD 115 MPH WIND, EXPOSURE 10. 2 . SLOPE FINISHED GRADE AWAY FROM THE BUILDING FOUNDATION AT A MIN . GRADE OF 5% FOR THE D_11 1 0 OUTSIDE RAILS INSIDE RAILS EA.SIDE EA.END FIRST I 0-FEET 2% THEREAFTER TO A SUITABLE DISCHARGE. — Z w 30 PSF 40PSF B C B C 10. 3 . ALL WORK SHALL CONFORM TO LOCAL, STATE, AND FEDERAL CONSTRUCTION , ENVIRONMENTAL O U o 24'-0" 36'-0" 11 /7 12/7 4 5 3 3 AND SAFETY STANDARDS . z � d 24'-0" 40'-0" 12/8 13/8 4 5 3 3 Q 0 3 0 24'-0" 50'-0" 15/10 16/10 5 7 3 3 c� 24'-0" 60'-0" 18/12 19/12 6 8 4 4 D PRD Q o z I- 24'-0" 64'-0" 19/13 20/13 7 8 4 4 ��pNAL ��E F °WooBR� o v g / / N 14 7 9 �� ZS T �f� �� G I spa � °°°°°of W'Shi%A z Q 24 0 70 0 21 /14 22/ 5 5 ti °° ° W 36'-0" 60'-0" 18/12 19/12 7 8 5 5 4' 27 E p°yam �� °2 m o 48'-0" 60'-0" 18/12 19/12 9 9 7 7 3 ° N 3 0 60'-0" 60'-0" 18/12 19/12 11 11 8 8 • » `n,� ,�� s OREGON �, �o°°`� � � oo � o 72 -0 60 -0 18/12 19/12 13 13 9 9 �j �YT �� G� O F`A �,� p °°Gc 19378 ��o° REVISION DATE: 96'-0" 60'-0" 18/12 19 12 17 17 12 12 � OF �� F,9 T 2 3, 1 \GCS �SooR ° � 12/17/2018 / / * W. Bg� N W. N � F1 RENEWS 9/30/2020 RENEWS: DECEMBER 31 , 2019 RENE1fS 9/27/2019 SHEET : 1 OF 3 M013-FDN-MW-Fl2M o o Z Ci N N O w � METAL STRAP PER SOIL Ln o m ANCHOR MANUFACTURER WITH TURN BUCKLE TO MODULE Ln z � APPROVED ANCHOR Z o g rg m 3 ODULE SUPPORT BEAM77 °°( — ) V)uJ w Fm PREFABRICATED METAL PIER GALVANIZED x W Q STEEL STRAP MODULE SUPPORT BEAM z Q 161 2x4 4 -0 O. C., TOENAIL T & B z z W/(2) SDS25112 INTO PAD PER SOIL I Imo- STRAP CLAMP PER W/ (2) 12D Q Z � oN & (1 ) #12 STS INTO BEAM ANCHOR MANUF. I I 45. S01L ANCHOR z SKIRTING w x vp MANUFACTURER 0 — MATERIAL N m or 16"x16" MIN . ABS. PAD y / / N / / / co 2x4 TREATED 2 x 8 PT., CONT. R 2x12- 24 LONG PLATE PT. WOOD x 10" REBA,� ANCHOR AT ANCHOR PER NOTES, SHEET F1 31 O.C. MAX. 8 LENGTH cn DRIVEN INTO ] HE GROUND A IN.METAL PER SOIL ANCHOR - ENDWALL SK RTING DETAIL - NONBEARING �B 1 C1 T.S. N.T.S. N.T.S. L cu MODULE 8d @ 12 O. C. CBOTTOM TYP . 3 LOCATIONS) O TRIM 06 MODULE BEAM I I z Q 2x4 Q 2'-0" O. C. �_ STRAP CLAMP PER ANCHOR MANUF. I I SKIRTING p ot 2 GALVANIZED STEEL STRAP I I Co z MATERIAL, P.T. PER SOIL ANCHOR MANUF. 2x4 TREATED PRESSURE TREATED /\\/\\ PLATE CEDAR OR RED W00I MIN. 1x6 y/% %� 77-7-z- 3/8's X 15" R EB AR �/ AN,QH OR AT 32, O.C. MAX. uJ 3 ANCHOR PER NOTES, SHEET F1 Z J = 12 LENGTH DRIVEN INTO THE GROUND — N � � � wa LL_ LL- W J a SOIL ANCHOR - SIDEWALL SKIRTING DETAIL - STRUCTURAL Lu CL/ z `� B 22N. J Z N N.T.S. C T.S. V) O � CE) J o Oo Qo Q W Z Z I CL_ pD � o Q 3 N - 0 F) LL QLu ONAL �� 5 ��0 P R 0 s w. BR�� r W J � �,CsZS T.& ��G I goy °°° of H►�►shri,�o oCis z N oo °° Q (L/ 00 m 39'?F a 0 o l a ��,� O �� OREGON M J 19378 ��o°� REVISION DATE: �� 4 OF �� +,CS� �`� � 2 3, 1 �C7 ' °�O°°oNiALE�'�G°°°�`�1 12/17/2o1s � g� N �� els%pNp1-�� W. B W. e DIM REMS 9/30/2020 RENEWS: DECEMBER 31 , 2019RENE�fS 9/27/2019 SHEET : 2 OF 3 MOB—FDN—MW—DlM O O ZZ N O Om W ^ 8� < � m Lu 1-- O W INTERIOR EXTERIOR ZM � rn Z 0 � � � 3 Ln U ROOF BEAM ROOF BEAM � o Lu Q co m Lu Ln > N oco o� m � � a MATELINE COLUMNS MATELINE COLUMN cn m RIM JOIST RIM JOIST co I I � 2x8x16 " TRT WOOD PLATE I I O 06 I I 4) — — — — r 8 " x8 " x16 " CMU BLOCKS - - 8" x8" x16 " CMU BLOCKS I .0 ONE SET PER TWO PADS I O FTG PADS _ FTG PADS — — PER SCHEDULE PER PLAN N N N N N N rZ r / LLJV 3 INTERIOR COLUMN SUPPORTS EXTERIOR COLUMN SUPPORTS U z LELL_ LL- AN . T. S. B N . T.S. w J a 0R/ oV) W W CL- Z 04 RE REQUIRED AT ROOF BEAM SUPPORT COLUMNS U)PADS Q 0 QQ o Zo 30 PSF ROOF LIVE LOAD w Q � — 12— FT. MODULES: (2) 16"x16" PADS PER 10'- 10" EFFECTIVE SPAN n-- o N — 14— FT. MODULES: ( 2) 16x16" PADS PER 9'- 0" EFFECTIVE SPAN P R/ Q 40 PSF ROOF LIVE LOAD � ROFFss W, Bo U w o — 12— FT. MODULES: ( 2) 16"x16" PADS PER 8'- 6" EFFECTIVE SPAN �� ZS A �`' F �o °°°°°°oF°W' yi°°°off' z -� N — 14— FT. MODULES: 2 16 "x16" PADS PER 7'- 4" EFFECTIVE SPAN o� ��'� `' °°°'�`` �� °°°S im ( ) 2327 ooy ��: �O2g 0 a w CD uj �y ° C EFFECTIVE SPAN = BEAM SPAN EACH SIDE OF COLUMN r 3 0 O lujo A REGO ��, '�Gc 19378 REVISION DATE: 4 OF N �Cs� F� T 2 3, 1GCS '�•S°NRAL ��° �� 12/17/2018 � N s/ONp1.� w. Bg� w. 8�� D2M RENEIPS 9/30/2020 RENEWS: DECEMBER 31 , 2019 �REMS 9/27/20199/27/2019 SHEET : 3 OF 3 MOB-FDN-SW-D2M