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Plans (29) BUP2018 -00077 TTSD MODULAR CLASSROOMS TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS, IME1 E TIGARD , OREGON OFFICE COPYMAR 13 2018 CITY OFTIGA:: GENERAL SITE NOTES GENERAL UTILITY NOTES H Marto SW Ed 1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD ° a ° WppNe gewoodSt SWEdgewoodSt COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE o� CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. CONTRACTOR SHALL o • WITH THE SITE CONDITIONS PRIOR TO BIDDING. VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR TO COMMENCING oo SW Hillyiew St CONSTRUCTION. o 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO ," ° sr • • ° ° o Slim lk EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING Oo - Q Slam � GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS I O • ° 0 Q PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT SECTION OR ANY OTHER SECTION. p ° ° ° fl SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St SW McDonald St DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE Q ° $ C3 PROJECT SITE a CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR p • c i r a CONSTRUCTION. FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE O o o ,. D n < M HaM Boulevard FOR PROVIDING A COMPLETE AND WORKING SYSTEM. Baptist Church 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL , O_ PROJECT SITE HAVE A MINIMUM OF ONE (1) SET OF PERMIT APPROVED PLANS AND 4. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE 0Op SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR p� ' MIVDDLEY 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE = SCHOOL q ` 0 LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST rn ° CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN 'AS GOOD OR NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES 3 BETTER" CONDITION. IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS, BUT NOT MORE ° THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES o MAY BE ACCURATELY LOCATED. ;;; I ,, << ;+ z St SW Inez St SW Inez 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE �I • o cn CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY 1B • o0 0 =� f ADHERED TO IN THE PERFORMANCE OF THE WORK. 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND O T • STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION 1 o °- • i I' a 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. e o • D CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY TEMPLETON OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE C> SW Pinebrook Or SW Plnehrook DT o r\ 9� LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY = ELEMENTARY / • n 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE ` SCHOOL /o K SUV tvlUfdock tic =c Y: ht rc0Ck St I ) / TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK STANDARD REQUIREMENTS OF THE CITY OF TIGARD. �` t o r � SW MURDOCK STREET ° I / • ` o �i James Templeton SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO a o o Elements Schools eckla Dr 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. o t` ADDITIONAL COST. o O e' 8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE a o • • UTILITIES UNLESS OTHERWISE INDICATED. W °-o o o • to Dr sw GENERAL GRADING NOTES 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, ° o oO a - r► St FRAMES AND COVERS, ETC. TO FINISHED GRADE. 0, i p 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR ISp o o I a a $ H Tr$ RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES o = adv MaNq�O D a a n n 3 RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY LINES, SLOPE EASEMENTS, AND • 0 t i c < c t ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW Q /DM ta m m GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT / • SW Sattler St SW Sattler St SW Settler St SW Sattler St SW . - I • 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE OCCURS. • SW Hoodvie+v Dr SW Braebu.r FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY - • 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE • ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. o SW Lodi L INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. 11 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALL HAVE UNIFORM SLOPE UNLESS 12BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL po •'11 �eS`de� a SW Bellflower St . OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING o 0 0 0 o N SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH AND • WALLS AND DOORS. SUBMIT TO ENGINEER AND ARCHITECT. o - o o • o 0 0 SW Pippen Ln S4 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. W The Church of a °7 ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO PROPER TEMPORARY INTEGRITY DURING ALL PHASES OF CONSTRUCTION. THE 2015 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION SECTION 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' CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED AND RETURNED ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED CONTINUITY OF INVERT. THE CONTRACTOR SHALL ESTABLISH LINE AND GRADE ABBREVIATIONS PROJECT CONTACTS LAWN AREAS SHALL BE HYDROSEEDED TO REPLACE NATIVE COVER. DISTURBED FOR THE STORM AND SANITARY SEWER PIPE USING A LASER. NOTICE TO EXCAVATORS: GRAVEL AREAS SHALL RECEIVE REPLACEMENT GRAVEL OR CRUSHED ROCK AC ASPHALT CONCRETE MIN MINIMUM ATTENTION: OREGON LAW REQUIRES YOU OWNER: PROJECT MANAGER: SURFACING. 15. ACTUAL LINES AND GRADES SHALL BE STAKED BY A QUALIFIED SURVEYOR, AD AREA DRAIN N NORTHING TO FOLLOW RULES ADOPTED BY THE TIGARD-TUALATIN SCHOOL DISTRICT DAY CPM BASED ON COORDINATES, DIMENSIONS AND BEARINGS INDICATED ON THE PLANS. APPROX APPROXIMATE OF OUTFALL OREGON UTILITY NOTIFICATION CENTER. 6960 SW SANDBURG STREET 12745 SW BEAVERTON RD, #120 OH OVERHEAD THOSE RULES ARE SET FORTH IN OAR TIGARD, OREGON 97223 BEAVERTON, OREGON 97005 CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. BLDG BUILDING OVH 6. ALL DITCHES, SWALES, GUTTERS, CONVEYANCE PIPE, DRYWELLS, ETC. SHOULD BE / CB CATCH BASIN 952-001-0010 THROUGH OAR CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. P/L PROPERTY LINE TEL: 503-431-4016 TEL: 503-641-4100 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, CL CENTERLINE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO CO CLEANOUT PP POWER POLE 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CONTACT: DAVID MOORE CONTACT: ANGELA CAFFREY DEWATERING OF WORK AREAS DURING CONSTRUCTION. P.U.E PUBLIC UTILITY EASEMENT CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING CONC. CONCRETE PVC POLYVINYL CHLORIDE CENTER. 7. DURING WET WEATHER PERIODS, CONTRACTOR IS RESPONSIBLE FOR SEQUENCING ALIGNMENTS CAN BE CONSIDERED, PROVIDED THAT LATERAL SERVICE COTG CLEANOUT TO GRADE RD ROOF DRAIN (NOTE: THE TELEPHONE NUMBER FOR CIVIL ENGINEER/PROJECT MANAGER: ARCHITECT: CONSTRUCTION IN A MANNER TO MINIMIZE IMPACT ON OPEN EARTHWORK AND CONNECTIONS CAN BE ACCOMMODATED AT THE MODULAR UNITS, AND A MINIMUM CP CONTROL POINT R.O.W RIGHT-OF-WAY THE OREGON UTILITY NOTIFICATION KPFF CONSULTING ENGINEERS DOWA COMPACTION OPERATIONS. PIPE SLOPE OF 0.5% IS MAINTAINED ON GRAVITY LINES. DIP DUCTILE IRON PIPE S SLOPE (FT/FT) CENTER IS (503)-232-1987). 111 SW FIFTH AVENUE, SUITE 2500 907 SW STARK STREET E EASTING SD STORM DRAIN I PORTLAND, OREGON 97204 PORTLAND, OREGON 97205 8. ALL EXISTING MONUMENTS SHALL BE PROTECTED DURING CONSTRUCTION. IF ANY EXIST./EX EXISTING SDMH STORM DRAIN MANHOLE POTENTIAL UNDERGROUND FACILITY OWNERS TEL: 503-227-3251 TEL: 503-226-6950 MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION, FDC FIRE DEPARTMENT CONNECTION SHT SHEET CONTACT: PAUL DEDYO CONTACT: REBECCA STUECKER col CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO SURVEY NOTES FG FINISH GRADE SS SANITARY SEWER m RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARYFH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE Dig Safely. ELECTRICAL ENGINEER: 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY ND FOUNDATION ST STREET SURVEYS AS REQUIRED BY STATE LAW. A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON GGUTTER Call the Oregon One-Call Center PAE ENGINEERS 1:ITY OF TIGARD COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE STA STATION 522 SW 5TH AVENUE, SUITE 1500 9. COMPLETELY COVER ANY SOIL STOCKPILES WITH 6 MIL BLACK PLASTIC AND PLANS. GB GRADE BREAK STD STANDARD 1-800-332-2344 PORTLAND, OREGON 97204 Approved by Planning > PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS GL GAS LINE g PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY GV GATE VALVE TC TOP OF CURB Date: 3 / i3 / I � TEL: 503-226-2921 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE TG TOP OF GROUND CONTACT: MICHAEL LOPEZ Initials: AROUND STOCKPILE. HP HIGH POINT TP TOP OF PAVEMENT EMERGENCY TELEPHONE NUMBERS n HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS TYP TYPICAL OFFICE C21 FOR PROJECT COPY IE INVERT ELEVATION rn . CONTROL INFORMATION. W WATER NW NATURAL GAS SHEET INDEX 0 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE INV INVERT IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES IRR. IRRIGATION M-F lam-6 m 503-226-4211 Ext.4313 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE WV WATER VALVE AFTER HOURS 503-226-4211 i STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES LP LIGHT POLE Sheet VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO F- SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED BEGINNING CONSTRUCTION LAYOUT. MH MANHOLE Number Sheet Title CITY OF TIGARD SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE PGE 503-464-7777 CENTURYLINK 1-800-573-1311 Co Cover Sheet RMMTKR FOR CODE COMPLTANCE o UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT 4, WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - C2 Site Plan Q SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. CITY BUREAU OF MAINTENANCE 503-823-1700 C) DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL CITY WATER 503-823-4874 C3 Grading Plan CA ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. C4 Utility Plan -0 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING VERIZON 1-800-483-1000 ° m THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND C5 Details 0 PROVIDING DUST CONTROL AS REQUIRED. C6 Erosion and Sediment Control Plan C6A Erosion and Sediment Control Details 0 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS :2 ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND A1.o Code Analysis n stet U IN WITH ADJACENT LANDSCAPING. F1 Classroom Foundation Plan & Details FIA Restroom Foundation Plan & Details R1 ADA Ramp Plan & Details O � R2 ADA Ramp Plan o I � E1 Symbols, Legends & Abbreviations o E2 Site Plan - Power N T M E2A One-Line Diagram - Electrical REFERU-N- CE ONLY L01E E3 Details - Electrical 0, a ,, oE3A Schedules - Electrical 0 .. ADD-03 Issue Date : 03/09/2018 %o SOC ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS J PRO FFS SOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 j00 DESIGNED BY: J. ADAMS y9� TTSD MODULAR CLASSROOMS ADD-03 79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 0 z 111 SW Fifth Ave., �/ - CHECKED BY: CITY OF TIGARD, OREGON o Portland,d,OR 97204Suite 2500 P. DEDYO OREGON DATE, 03/09/2018 0:503.227.3251 � o www.kff.com81 AU(��. ,i,, 1°�0.� COVER SHEET 1 www.koff.com q � PLOTTED BY: PDedyo SHEET OF N MARKD DWG NAME: 1700395-COV.dwg RECORD N0. REVISION DATE DESCRIPTION BY EXP TTIONDATE 213V2at9 TAB NAME: CO 1700395-XX 90 s, g TWALITY MIDDLE SCHOOL m AUXILIARY GYM s, m ,a S \ o _ 30.06 36 18 36' 18 22'-1 Im N=132431.94 E=321781.90 - N=132467.32 E=321801.12 LO FUTURE PHASE c cV \ 3 3. Lq 3 3 . 3 C*4 CV S. 11 II 11 R1 R2 ' 1 R3 R4 , r RS .' 2 p I 93.08 F1 AS 'ALT VERLAY N=132502.94 7N=132761.75N=132877.52 0 TRANSITION E=321862.71 _ ' < • . •. '_' :' E=322048.19 GRAD L E-321990.86 �: '•' 't �.:. . 20 :I : ,r n O ". 20 F' •,t• '1 N •'e i 1 - a, s, p. :' •i'.•'.�':; : '•.. `' :. : - .. CLR CLR . . .. .. - •„• . ; .. BETWEEN , _ , • : : - BETWEEN BE • .:� II .r : V. i :m . UNITS UNITS ;- •, '.:� 't ::' .•<<'•. c. • •i: 9 T :,' , F: 1 10' Z ••a LO 76.13 . . t'. 76.13P H13 . 76.12 . I a f 11 _ f 4t 4 4 4 4 pi i 5t .T a a•. . ••, 2 P1 P2 P4 P5 P7 P8 . ' y 3• •i. 0 R FURNISHED . . . . f ! - •�•. t 1.1 T WALKWAY C D I I 5 . 5 5 - - ONTAINERS �.. .. .,. . .. . �.."- �J 't '.i�:��' •�.- - .l, 6- N=132486. ' 6' 6' N=132486.85 : ::• ' ' : CLR ` .• r..:: t • . ' CLR t '- • , . • ' ' CLR :: y ASPHALT OVERLAY o E=321941.23 : BETWEEN..' N=132727.25 �. TO TRANSITION e 11, : - ' ' . . t BETWEEN.` ' '.' : BETWEEN,' ' 'r I E=322060.54 GRADE C UNITS UNITS _• UNITS S M :t• " w •r• •r'• PP3 4 Pn6 4 n 10 : r.• . ✓ \\' 0 9��P �^� 70' 16.13 70' .16.13'- 7L;-4,13.06' ❑ 70 D- _ F \' m y i cFF \\ \ o w" a . (D ✓� 'r5 � � � _ f� c Qc o 01 1a' Yo" o az B � s��o sy�o I �' ,r c, SCALE 1 INCH = 20 FEET EMIL- EMIL 20 0 20 40 p Q SHEET LEGEND O KEYNOTES SHEET NOTES 3 - - PROPERTY LINE # DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL SURVEY NOTES REGARDING LAYOUT. GRAVEL BASE 1 ALIGN PATHS ACROSS TRACK 5.1 2. ALL DIMENSIONS ARE TO EDGE OF ASPHALT OR EDGE OF N 2 ASPHALT PATHWAY GRAVEL, UNLESS NOTED OTHERWISE. m 3 MODULAR RESTROOM 0 3. MODULAR CLASSROOM AND RESTROOM UNITS, AND THE 4 NEW MODULAR CLASSROOM RAMPS, STAIRS, AND DECKS PROVIDING ACCESS ARE OWNER ASPHALT PATHWAY 51 FURNISHED AND INSTALLED BY SUPPLIER. 0 5 RELOCATED MODULAR CLASSROOM 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE FOUNDATION COMPONENTS FOR MODULAR UNITS AND U ASPHALT OVERLAY 5.1 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. i 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY `0 MODULAR CLASSROOM ID VARY TO MEET ADA ACCESS REQUIREMENTS. P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE o R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING c ® INSTALLER. � TREE TO BE REMOVED 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO o CONSTRUCTION ACTIVITY. T 3 F- 0 I � !n T � m P�E NOT APPROVED WITH THINCE S PER MTT ADD-03 M O O .. 0 ` Issue Date: 03/09/2018 %o m ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS '77741 PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 j00 V\5� G I N F SAO DESIGNED BY: J. ADAMS 9 r ADD-03 � R yy TTSD MODULAR CLASSROOMS 79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS / -- - P. DEDYO z 0 111 SW Fifth Ave., Suite 2500 .e. CHECKED BY: CITY OF TIGARD, OREGON oC 2 Portland,OR 97204 OREGON DATE: 03/09/2018 0:503.227.3251 F wwwok fcct6Fi1 T° JG�' I0,10o O PLOTTED BY: PDedyo SHEET OF < q�! MARKDDWG NAME: g SITE PLAN 2 C-4 1700395-SITE.dW RECORD NO. REVISION DATE DESCRIPTION BY rEXPIRATION DATE: tt/3V2019 TAB NAME: C2 1700395-XX �2751--275' 1 I / $ ---275-�'' -__275, V / I / r -� _-275- ONE x '216 --- ----------- TWALITY MIDDLE SCHOOL AUXILIARY GYM --------- --- - - --- ` --_---- --275----------------------- \ m � -- - - -- - --- -- - �// `-- - .274- - - - - - - - - - - - - - - -- - - - - - - -/ \\ '- - 274- - 215 MATCH TOPOF - 274- \ CURB ELEVATION // /_ - - - 273.65 \ 274.20 274.75 _ 275.33 :. ,• '. .� ''. :r: ' • ' '. '. , '. >� ''. :( ' 273.57 / 274.90 274.46 r : • 274.15 \ \ \ 1 275.30 / 274.15 ■ ■ :.:t ' ;: ■ _~ ■ �l • \ \ 1 274.93 MATCH DECK ELEV A / / LO '4 1f1. OF COVERED WALK ' � / / / ��274.38 274.00 274.00 8 NIDE PATH MEETING \ I ( - - -_ _ - -ADA REQUIREMENTS :r: : T,. - 273 273.90 273.90 273.90 273.90 273.90'- ', f 273.90 �� \ \ J r. r :t -_ .r t. 'r �r •• • .t r:- •^-- - �t� _ �" • ? .`� 'r ' , N t •r r I i r•• I-•-,- 'tit• 1 27o- \ •i I I 1 I I , I .f I I i• 1 - / t•• t• •t••• a� I I I f•r J !:•• •a •<• 'r ••r 74 + r r r f u7 r'' + r r r .. r• t :t I N 1 r v I I t, t, rr 0 1 � I 1 +r` =,k .,. . j• w I '•r t a •r�' I . .r • \ I ' :r •: I { I 1 _ I .f I .'t I J` :r• i ' •) I L r• I t• / \ 1 I Y r I 1 II ••I I \ f r r• r• .. t I •t i \ •f'. I III` - I •'S f I a aY s • 1 •r .. •r / I ' T•• :r•. „ , e i• MATCH DECK ELEV \ . .. r r . ., . . . . . .. . ., :. •' .. , . •t.: . ,a•. 1 OF COVERED WALK 26 \ ,2 ..: • , . . 272.93 272.92 . :~ 272.92 :.: .�: : ..: : .: , • . +t `• }I JI / / / / / \ \ \ \ \ 272.92; '. 272.92 ;.' }• 272.92 . 272.92 272.92 ;,' +}.272.92 272.92 272.92 : , .- 27292-sL :T.:_"� ...t'.: : ,` - : :: .. .•. ': / / / / / 1 285 ^: � :• . rte / J • • ' .Lam.:.•.. \ \\ \ \ \ 1.5% 1.5% 1.5% 1.596 7 RAMP MEETING \ \ 272.85 272.85 .., ;. : •r : . 272.85 272.85 :.. ?•, 272.85: , 272.85 ... ;.': •: :•.272.85: ADA REQUIREMENTS 27 `t :. , t. I / _ a \T. �W Nth 6e \ \ \ rt (• -' .f r: r• ( .. •, ' •f .. -f. '•a,' :f r \ /� / / / / //// \ .y to \ \ \L •a ••t: �• •'f- / / / / / -2°72- - �\ `\\ ° -////' - / // %/ //' //// /��/��/ // /� -cA• _ SEE SHEET NOTE 8 - - - - - - - - - - - - - - - - - - - ro 26>>\�88.\?>0. ___ _ ___ _ � 267 � -�� - - - - - - - - - - - - - _ - - - - - - - _ - - - - - _ - _ - - - - _ - _ - - ----- _ _ - --' _ ----- --- 265-- -- - - - - - - -SCALE �✓- _ - - - - �- -Q - - - -- - -- a- - - �E,4L-E _ IINCH 2O FEET F / t E. _ _ - - - - - - -._ - - - -- - - - - - - - - 20 0 20 40 � - SHEET LEGEND GRADING LABEL LEGEND SHEET NOTES f]] Q ~ r� DRAINAGE FLOW DIRECTION CALLOUT DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL GRADING NOTES. a - - - - -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. SPOT ELEVATION 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% o DESCRIPTION LISTED BELOW. IN ANY DIRECTION. 0 � NO DESCRIPTION MEANS TP OR TG 4. ALL ACCESSIBLE ROUTES SHALL COMPLY NTH CURRENT ADA ~ rXX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES 0 J j TC TOP OF CURB ADAAG . a TG TOP OF GROUND 5. GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN TP TOP OF PAVEMENT FOLLOW EXISTING SLOPES. m r(XXX.X±) EXISTING GRADE 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE (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. cn 7. UNDER MODULAR RESTROOM UNITS, ADJUST FINISH GRADE OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF NORTH 0 OR SOUTH TOWARD AREA DRAINS. o -o a 8. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN o ASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA ( n DRAINS. n E 9. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO M N MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE 0 .. STRUCTURE. ADD-03 i %o Grp ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS ` / Issue Date : 03/09/2018 rD PROFE•J. JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97724 10 a� �V\S� �p 1 N f� s/O,y9 DESIGNED BY: J.ADAMS TTSD MODULAR CLASSROOMS ° 79701PE 9 l DRAWN BY: R. CADUA ADD-03 TWALIIY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS JJ --- P. DEDYO ADD- 2 -6 111 SW Fifth Ave.,Suite 2500 .r� CHECKED 9Y: CIN OF TIGARD, OREGON ONLY o Portland,OR 97204 !OREGON, DATE: 03/09/2018 0:503.227.3251 IT CL F: 503.224.4661 A G�. 181°° p PLOTTED BY: PDedyo NOT APPROVED WITH THIS PER` SHEET 3 of PO www.knff.rnm �U/ MARKOGRADING PLAN N DWG NAME: 1700395-GD.dwg RECORD N0. REVISION DATE DESCRIPTION BY E PIRA ON DATE: U/Su" TAB NAME: C3 1700395-XX oRu Po vo r, o N w yy c+ z AO ro S S Ji Y� �d " 10, F ° [ss] ISIS] ISS] - - [ssl - fssl - SID I® [ss] TWALITY MIDDLE SCHOOL m AUXILIARY GYM SD COTG-20 SD COTG-21 SD COTG-22 SD COTG-23 °yc�� IE 4" OUT=271.86 (SE) IE 4" OUT=272.01 (SE) IE 4" OUT=272.11 (SE) IE 4" OUT=272.31 (SE) 33 LF - 4"SD 33 LF - 4"SD ---33 LF - 4"SD - __ 33 LF - 4"SD S=2.24% S=2.27% S=2.22% � S=2.34% ® ® J 6 4" STUB TO SD COTG-24 J9 1 SURFACE FOR IE 4" OUT=272.31 (SE) °mac' o DOWNSPOUT, TYP. 33 LF - 4"SD 4" STUB TO CONNECT TO EXISTING 8" SANITARY S=2.00% J IE 6" IN=266.90 (NE) `� MANIFOLD OF AL 1" WATER SANITARY,FTYP. s 4 SERVICE LATERALS TO EACH ,lFUTURE PHASE v� MODULAR RESTROOM WITH GV H S COTG-27 \ " !! IE 6" OUT=269.27 (SW) J yG B 2" GV SD AD-13 w _ W W W / S=1.00% Ts= 237 LF - 6"S SD AD 14 O SO AD-10L:L S=0.50% S=0.50% IE 4" OUT=271.50 (E) W, RIM=272.75 72 LF - 4"SD " % `_ IE 4" OUT=272.12 (NE) 108 LF - 6"SD 15 LF - 4"SD \_SD AD-11 SD COTG-25 I S=6.57% RIM=273.00 IE 4" IN=271.64 (NW) $"ss IE 4" OUT=272.00 (SE) IE 4" IN=271.64 (NE) ss _ oll 3 - 4"SD IE 6" OUT=271.1 LJ I(SW) S=11 9.82% 'p 1a a. = SD COTG-26 SD AD-12 IE 4" IN=271.11 (NW) RIM=273.00 I I I I I v OC IE 6" IN=271.01 (NE) IE 4" OUT=272.00 (SE) IE 4" IN=271.11 (SW) 3 LF - 4"SD I I NN 2F IE 6" OUT=271.01 (SE) S=10.11%Ln co °s LO �] N ` I I I I I 235 LF - 2"W11 j L__ - - ___j _j I I �o sN�• O1 DOWNSPOUT ? SPLASH PAD, CONNECT TO EXISTING CB TYP• IE 6" IN=270.50 (NW) I O of of s0] [sol [s0] -- Iso] -- Dl -[501 [501 Iso] Iso] [s0] [s0] - - - IsD] -- -- sol CONNECT EXISTING CB s �- IE 4" IN=270.50 (W) '9- 15F `p51 J y a; G) \ o \ J s; ✓ a�. Jam, o SCALE 1 INCH = 20 FEET m N / sy I mss. 1s o 0 20 0 20 40 a UTILITY LABEL LEGEND O UTILITY KEY NOTES SHEET NOTES 3 STRUCTURE LABEL STRUCTURE TYPE NOTE DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL UTILITY NOTES. UTILITY TYPE (SD=STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION DETAIL REF. SD STRUCTURE TABLE SEWER, W=WATER, FP=FIRE PROTECTION) AD AREA DRAIN 5/C5.1 1 FIELD VERIFY LOCATION AND IE OF EX LATERAL 2. ON-SITE PIPE BEDDING AND BACKFILL FOR ALL UTILITIES SHALL PRIOR TO CONSTRUCTION BE DONE PER DETAIL 4/C5.1. n STRUCTURE TYPE CALLOUT COTG CLEANOUT TO GRADE 6/C5.1 CONNECT TO COLD WATER SYSTEM. SEE PLUMBING STRUCTURE ID NORTHING FASTING GV GATE VALVE o XX XX-XX �'- ID NUMBER (WHERE APPLICABLE) STUB STUB W PLANS FOR CONTINUATION. SIZE AS NOTED. 3. COORDINATE LOCATION OF UTILITY LATERAL STUBS SERVING AD-10 132540.59 321864.62 N=XXXX.XX LOCATION WHERE APPLICABLE 8 BORE UNDER TRACK TO PROTECT TRACK SURFACE RESTROOMS WITH MODULAR RESTROOM SUPPLIER. COORDINATE E=XXXX.XX ( ) UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL o AD-11 132586.15 321887.18 RIM= AND DATA INFRASTRUCTURE SERVING NEW MODULAR UNITS. o_ IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) !! UTILITY CROSSING PROVIDE 12" MIN. CLEARANCE, o AD 12 132634.29 321911.01 IE OUT = XX.X UNLESS NOTED OTHERWISE. 4. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF AD-13 132714.68 321950.82 PIPE LABEL UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL o AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. AD-14 132835.19 322010.29 m UTILITY LENGTH o COTG-20 132567.40 321844.29 UTILITY SIZE o COTG-21 132601.26 321861.06 XXLF - XX" XX UTILITY TYPE N COTG-22 132615.79 321868.25 S=X.XX% -SLOPE (WHERE APPLICABLE) o COTG-23 132649.65 321885.02 T o COTC-24 132663.95 321892.10 a.. COTG-25 132649.25 321921.77 NOT AAPPPROVEDNLy oWI�,Tg OI PERMIT °' COTG-26 132552.73 321873.98 P M0- COTG-27 132675.43 321922.74 0 .. ADD-03 Issue Date : 03/09/2018 / o ^ 00 ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS J o / BRED PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 c1l 0 �V\5� �� 1 N F� s/O,y DESIGNED BY: J. ADAMS U 9 q TTSD MODULAR CLASSROOMS 79701 PE l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD-03 /-o �/ CHECKED BY: P. DEDYO CITY OF TIGARD OREGON z a, 111 SW Fifth Ave., Suite 2500 C4 Portland,OR 97204 OREGON DATE. 03/09/2018 o a_ FO: 503.224.4681 10 JUS 10, 111 1 4 PDed O n www.kOffcom q�! NARKD�� PLOTTED BY: y UTILITY PLAN SHEET 4 OF x DWG NAME: 1700395-UTIL.dwg RECORD NO. C14REVISION DATE DESCRIP11ON BY FEXPIRATION DATE: 12/37/5019 TAB NAME: C4 1700395-XX MEDIUM DUTY 15' t 3" 1/2" DENSE GRADED SQ. TRAFFIC GRATE. LEVEL 2 HMAC TOP OF PAVEMENT RIM=PER PLAN 3" MIN 8" MIN COMPACTED (WHERE SHOULDER BASE COURSE APPLICABLE) 1" TOP OF GROUND WIDTH I F (WHERE APPLICABLE) PER PLAN — EX. GRADE I—i p°Q'°Oe o0o°0p°Q 'o0 _-0 o•°D'o0 •o0oo p°D' DoO •°• ,00e•°0' 0•o p,o° p ENGINEERED FILL PIPE SIZE APPROX. 3"-4" ��°°� ° 0 e°'O'°T' pa'°—� °D'°''p '` 0 o0. O o•°D °0 00'0°.o°0°0'00 e�.o°e•°Q 0 p.o o•°0°0.00 eDo.o�0 _ PER PLAN STRIPPING DEPTH 3" - NOTE 1 12" i COMPETENT, GEOTEXTILE ' —IE PER COMPACTED 12" \ PLAN SUBGRADE 4" COMPACT SUBGRADE ASPHALT PATHWAY NOTE: SCALE: NTS 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. AREA DRAIN SCALE: NTS 6" MIN COMPACTED BASE COURSE EX. GRADE HARD SURFACE LANDSCAPE AREA ° CAST IRON FRAME AND I MECHANICAL PLUG APPROX. 3"-4" °e0°'0 °o e°o°' " D 'o'pe °0 0 00°'e o' ° u '°o° "0 °u o'o•' ° D°' �o,.0° .0 Q 0 °�0.0 0�00 Q0 *0 .0 o°°.0•�°0 0.0 ° 0 COVER TO FINISHED WITH GASKET STRIPPING DEPTH _ _ _ __ _ _ _ _ _ GRADE IN PAVED AREAS RISER 0.D. I I I I—I I III 11=I 11=1 11=1 11=1 I M I 1=1 I I—1 I I I I I—I I M 11- -I —III— IT' i j—ITS i I—III-1 AC PVM'T OR CONC. PAVING + Y2" MIN. CAST IRON FRAME OR OTHER SURFACING SET IN CONCRETE COMPETENT, COMPACTED GEOTEXTILE SUBGRADE III-111; 1" MAX. 2" MIN. �— II- GRAVEL BASE _ #4 HOOP 6" MIN. oo° : . ! SCALE: NTS `l I—I CENTERED IN 3000 ' ° U( 1I III-PSI CONCRETE PAD. 4" MIN. ^ e o• 1 I PROVIDE Y4" MIN. °p1 lo: CLEARANCE FOR CONCRETE PAD AND RISER PIPE 1/2" DENSE GRADED, LEVEL 2 HMAC. PLACE IN 2" MIN OR 4" MAX LIFTS. 00 , e0 '0L RISER PIPE p 000 0 ep 000 pi '°; � 'o , TRENCH BACKFILL EXISTING ASPHALT 000• I o' e IoO op. O ep.o° p .o 0.0, .'o . 45 BEND I-I 1 111-111-11 1-1 I I-1 I —1111 11—FI—Mi 1 1-1 11—I 11— WYE BRANCH °0•eo i _ _ _ o^c. 11,1 I1�Il 1,1 I —III- I I I I-1 i - 1 I—III—I I i —I 00•° CARRIER / / o'.° PIPE °°°'°` INSTALL PLUG WITH GASKET IF END OF LINE ASPHALT OVERLAY p °0,p e°c — SERVICE CONNECTION SCALE: NTS ' OOiO •pe° °0 .0 Dep u0 °°° °0 - of IF REQUIRED p°O °o•p ,°000 ? _°o*.*�. o BEDDING MATERIAL NOTES: RESURFACING MATCH CE PAVEMENT PAVED UNPAVED 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. EXISTING SECTION AREAS AREAS 2. FOR CARRIER PIPE SIZE 6"0 AND LESS, PROVIDE RISER PIPE SIZE TO MATCH EXISTING AC SAWCUT I DETECTABLE CARRIER PIPE. PAVEMENT LINE WARNING TAPE 3. FOR CARRIER PIPE SIZE 8"O AND LARGER, RISER PIPE SHALL BE 6"0. \ m 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. CLEANOUT (COTG) ° ° ` U6 SCALE: NTS ° ° ° °01 ° .° . o o 00-1 O JU T \//\// eQo ° e°°oe N Z a w Q > N 0 F- of LLJ CD 1� W so•.°e a .,,n o .eo••o . o •o o.00 ti J ° °Q°.soo°op0e°,e° °o°e�:o'>°a°. /\TRACER WIRE w I— JSJ \ e o 0.o e o o in Q \�\ j0oe.eo'•°ep 0e 'e°oe°°•p0 ° °o'0°e O H W U 12" '\// o Dao eo' °o ue o'O° j0• Deo ,°o s //\/ (Yj W U m °0 jO°u °o°�•Ooe o'O .0 0 voo•°o Z_ 0 °o 0) D/2 j\\ o°;°'°°''° '' °' j\jam ° p n .°o•e oe o e .° . o o•e _0 LLJ O m \ •so o •°e e° a n °os ��\i�1 I I I I—I I —III—I I III I T'r�i� I LI I I-III III—I- I I (=1 I s• D 6" MIN. REFE RENCE NLY ~ � TYPICAL PIPE BEDDING AND BACKFILLNITRO EDwITH OPER la 0 � m T E SCALE: NTS Ln m a 0 _ o � ADD-03 Issue Date: 03/09/2018 %o — 00 ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS J JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 \ ��%ED PROFFS C14/off \S 1 NiM `r/O DESIGNED BY: J. ADAMSy9� TTSD MODULAR CLASSROOMS 79701PE DRAWN BY: R. CADUA ADD-03 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS z U �/ CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 0 Ill SW Fifth Ave., C5 Portla d,OR 972045uite 2500 OREGON DATE: 03/09/2018 O 0:503.227.3251 a F: sokpff.caeal °�Ul�[. lU 1 �O�O PLOTTED BY: PDedyo DETAILS SHEET 5 OF www.kpff.com com .t MARKD DWG NAME: 1700395-DTLS.dwg RECORD N0. REVISION DATE DESCRIPTION BY F7777ATE: 12/31/2019 TAB NAME: C5 1700395-XX — \ I /\ 7X275-�� O U ` 1 s // —275/ I —275 ' A O / O LE -275 i 0� 4Q' 0 SI � [Ss] [SS] [SS] mss) -- [ss�K— [ss] J__ TWALITY MIDDLE SCHOOL AUXILIARY GYM ---- \` -- _ _-- ---------- 275 - - ---- ---- -- --- --------- \ G Im ' \ �— _ -� - - - 274- - - - - - - -- - - - - 274- - �\ \ - 274-G - - \\ \ FUTURE PHASE - - _ - - \\ s - \\ \ \ \ / - -274 I / - - - 74- - \ \ \ �LE / I C' OL Qz I / I Aj „SS _ SS — -- - - - - 273 sl \ 0 I I 1 _1_70- j3- — — — — — - - - - _ _ -7 I I `<F WM 1 \ \ I I c \\ \ \ \\\\ \\ \\ \ \\ / /// l \\ \ �N�f; \\\ \ \ \\ 272- - - - �••�� I \ I/ /' // // //////' F�\'Os �OL ��2� o \\ \\\ \ [ DI [SDI [SDI [SDI/ ' [SD] [SDI \\ [SD] [SDI _ [SD I [SDI [SDI -� [SD] [SDI -- [SD] �.\ [SD] - - L - - - - - - - - - -~± - - - - - - - - - - - - - - - J''2- - - - - - - 273- _" _ - --/� _ - - - - - - - - - - - - - _ _ _ _ - - �9 Zai \ \ \ / \\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7A ---- ------ --- — 267 X68.\BYO \2)2`� 2> \-275— x\`—_�- - C — �� - - - - - -. — - - - — - - — a' - - - - - - =J - - .- - -_—_ —_—_— _- - - - _— - -_—_-- �- — _—_—_-- - - — may_ —_- - - - 'i / / / �_ �,•— -- --- - - - -__ Q+ N — > __\\ `� _ _ � �•� - - - - - 270 — _ — - - - - -� —_ - - _ - -o— - - — _ - - — - - — _ _2 — - - - � � � �� / / — 16 \ _ - - - - 2671 �: I -- -- -•265- - -- - .�- - - - - - - - - - - - - - - - - - - - - --- - - - - - - - C- - - _ - - - - - - - - - - ''s- -� _ - - - - - - - - - - - - - � —0 "- - - - - - � - - - - _ - L�C 11NCH 2O FEET \267, �Z�� \\\\ \ I // - - - - - - - - % �- 20 0 20 40 - - - - - - - - - - - - 969- - - - - _ - _ �ZF �N - - - - - - - - - - - O] EROSION CONTROL LEGEND SHEET NOTES / OPy� n .`L / / / LIMITS OF DISTURBANCE SHOWN 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 ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. Po \ J a = w� / - - - — 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 "0 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE SYSTEM AT THE EAST EDGE OF THE TEMPLETON ELEMENTARY 0 0 PERIMETER CONSTR. FENCING CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING SCHOOL. i OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE o TREE PROTECTION FENCING CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE (REF. LS PLANS) 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 I SEDIMENTS FROM LEAVING THE PROJECT LIMITS. C6.2 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE / ° -- ► DRAINAGE FLOW DIRECTION (EX) CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND 7. TREE REMOVAL AND TREE PROTECTION FENCING SHOWN FOR m GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE REFERENCE ON THIS SHEET. SEE LS PLANS FOR ADDITIONAL �'► DRAINAGE FLOW DIRECTION (PROP) THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER INFORMATION AND TREE PROTECTION FENCING DETAILS. THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE o Z WATER STANDARDS. ® INLET PROTECTION C62 ° TREE TO BE REMOVED 0 O � 3 O H � I d 0 n T � m REFERENCE ONLY I- n a NOT APPROVED WITH THIS PERMIT 0) N o ADD-03 Issue Date : 03/09/2018 ao ADD-03 3 S /9/18 ADDENDUM 3 MODULAR CLASSROOMS ` J 1 / PR�F�.S JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 0 jro \5\ GIN 'S/O DESIGNED BY: J. ADAMS EF yq TTSD MODULAR CLASSROOMS l 79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD-03 _ - z 111 SW Fifth Ave., Suite 2500 CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON C6 Portland, OR 97204 OREGON DATE: 03/09/2018 N o 0:503.227.3251 L� a- F: 503.224.4681 �° JUS• [0,1��A p PLOTTED BY: PDedyo SHEET OF M www.kpff.com q�l MA RK �EEROSION AND SEDIMENT CONTROL PLAN 6 DWG NAME: 1700395-ESCP.dwg RECORD NO- N REVISIONDATE DESCRIPTION BY EXPIRATION DATE L4/31/2019 TAB NAME: C6 1700395-XX v � o m " A z MSN' 00) STAKE 1 TYP. A ADJACENT ROLLS SHALL TIGHTLY A yo ABUT Ilk 9Q0 L y0�yy� J PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) INBED WATTLE 3"t INTO EXISTING GROUND SURFACE / TO PROVIDE CUTOFF EXISTING SLOPE SECTION 'A' NOTES: 1. STRAW WATTLES TO BE PLACED ALONG SITE CONTOURS. 2. HORIZONTAL SPACING VARIES DEPENDING ON SOIL TYPE AND STEEPNESS, SEE PLAN (5' MIN - 25' MAX.) 3. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 4. STRAW WATTLE SHALL BE RICE STRAW ONLY. USE OF FIBER ROLLS, WHEAT GRASS, OR RYE STRAW NOT PERMITTED. j 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 a U m REGULAR FLOW a SILTSACKO DUMP STRAP 3 Ur U W a Q •O O ac 171 O e a' Q U CT d. � d m a'.. O NOTE: -0 1. DO NOT USE HIGH FLOW INSERT BAGS. 10 INLET SEDIMENT PROTECTION o SCALE: NTS Ia 0 U T � m REFERENCE ONLY LI 0 a NOT APPROVED WITH THIS PERMIT O N o ADD-03 Oq- Issue Date : 03/09/2018 io co ADD-033/9/18 ADDENDUM 3 MODULAR CLASSROOMS J b � / ��ED PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 jro \5� 1 N 'S/O DESIGNED BY: J. ADAMS F6 'tq TTSD MODULAR CLASSROOMS " 79701 PE 9 l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD-03 C6A- P. DEDYO Z 111 SW Fifth Ave.,suite 2500 .e.� CHECKED BY: CITY OF TIGARD, OREGON Portland, OR 97204 OREGON DATE: 03/09/2018 0 0:503.227.3251 L71 a F: 503.224.4681 F JG7• f0,1% p PLOTTED BY: PDedyO SHEET OF M """k° `°" 9�� MARK �� EROSION AND SEDIMENT CONTROL DETAILS 7 N DWG NAME: 1700395-ESCP-DTL .dwg RECORD NO. REVISION DATEI L DESCRIPTION BY EXPIRATION DATE: 12/DV20A TAB NAME: C6A 1700395-XX LEGEND ALLOWABLE AREA ANALYSIS TWO HOUR FIRE WALL ASSEMBLY-90 BUILDING I - CLASSROOMS MINUTE RATED OPENINGS -ASSUMED - -- PROPERTY LINE AT BUILDING EXTERIOR SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER PLUMBING FIXTURE COUNT SECTION 903.2.3. -- . - _- -- - - - USE &OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS - - TOTAL OCCUPANTS OF GROUP E: CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 STUDENTS AREA(CLASSROOM ONLY)=5,082+5,082+5,082 +6,712=21,958 SF ALLOWABLE HEIGHT: 40' (PER TABLE 503) GROUP E 50SF PER OCCUPANT=21,958/50=440 OCCUPANTS OR 440/2=220 EACH GENDER ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) J STAFF J 26 CLASSROOMS=26 OCCUPANTS, OR 26/2=13 EACH GENDER ALLOWABLE AREA: 9,500 SF PER TABLE 503 WATER CLOSETS LAVATORIES TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK GROUP E MALE FEMALE MALE FEMALE FIXTURES REQUIRED 440 @ 1:50 440 @ 1:50 440 @ 1:50 440 @ 1:50 SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF f 9 9 9 9 INFORMATION =- FIXTURES PROVIDED 8 8 ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK WATER CLOSETS 4 12 URINALS 8 WA / I B I UNISEX 3 FOR STAFF USE 3 FOR STAFF USE BUILDING II - CLASSROOMS / 1 1 SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT 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 i 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 // I TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF <9,500 SF = OK • I SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF / INFORMATION ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK - - / 4346 BUILDING III - CLASSROOMS / W JAMES M. FITZPATRICK C- • d/ Digitally si ed by James M. SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT / F4patrl 8.03.0715:08:03- '00' DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER , PORTLAND, OREGON ° SECTION 903.2.3. Q-) USE &OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS / BUILDING IV / OF �g CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 / 6,712 SF / ALLOWABLE HEIGHT: 40' (PER TABLE 503) / ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) ALLOWABLE AREA: 9,500 SF PER TABLE 503 o TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK / •1 o � • o � SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF Aw `• INFORMATION STAFF RESTROOM UNITCONTANS �•�•**4b / ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK ff(3 DA ACCESSIBLE WATE / '`• SSU CLOSETS WITH (3)LAVATORIES • •�FOp BUILDING IV- CLASSROOMS (1)LACTATION ROOM WITH(1) `R� _ LAVATORY �•� / •�Vi1rF O }+ SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT . *� DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER SEE STATE OF OREGON �. • (� SECTION 903.2.3. APPROVED DRAWINGS ' %%%`• I I/ / BUILDING II USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS EACH STUDENT RESTROOM UNIT '� o O82 SF CONTAINS l� ' •�o ' CONSTRUCTION TYPE: TYPE V-B PER TABLE 503BOYS / ,o •� O ALLOWABLE HEIGHT: 40' (PER TABLE 503) (1)ADA WATER CLOSET • •�• f� O N (2) URINALS/ /BUILDING / �• - CN G R SVATO/&RIE U ccU ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) 1 ,51 SF / • 4 � ALLOWABLE AREA: 9,500 SF PER TABLE 503 (1)ADA WATER CLOSET / •�Fpp ``� �+ / O (2)STANDARD WATER CLOSETS • �ROp / r IES / •�RTy TOTAL ACTUAL AREA: 1,678 + 1,678 + 1,678 + 1,678 = 6,712 SF < 9,500 SF = OK (2)LAVATOR19' p •�4 F Ca_ EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATED SEE STATE OF OREGON • �• Cl) Co ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING T AREA IS OK APPROVED DRAWINGS BUILDING I ; LLI CU U5 .' ,082 SF _ 40 Z /LUI I- C:) r__ 0I BUILDING V- RESTROOMS •�• _w 1 = (=> C=) n SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT / .2 DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER •�, j L 3; o SECTION 903.2.3. / �• qSS M co �I • •�Fpp � CU O O O o USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF RESTROOMS / •�Rpp G� o F i QCONSTRUCTION TYPE: TYPE V-B PER TABLE 503 / •�R�4 F �I ALLOWABLE HEIGHT: 40' (PER TABLE 503) J2/ `• phase Portables ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) oQ�Q/ 65 0821 SF Permit Set H ALLOWABLE AREA: 9,500 SF PER TABLE 503 Q/ 1-T `�/ date 03.09.18 U') TOTAL ACTUAL AREA: 302 + 302 + 302 + 302 + 302 = 1,510 SF < 9,500 SF = OK ,�• SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF Q/ INFORMATION revisions ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK / rn • rn c .3 CODE ANALYSIS ADD-03 �w Issue Date : 03/09/2018 d --- - 0 LO o CD \ \�- Al mO I PORTABLES SITE PLAN NCO SCALE: 1"=30'-O" � 1/2'Ox 5' LONG W/3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES I/2"m x 4 I/2" LONG BOLTS Yy/ 1 1/2" (P WASHERS ® 32" O.G. 641-0" IZ AND 6"FROM EACH END 1/2"4) x 4 1/2" LONG BOLT5 (2) 3 BAR5 EACH DIRECTION 4xb PT HF#2 POST W 1 1/2" 0 WA5HER5 ® 32" 8„ BOTTOM BARS TO BE I" CLEAR TOE-NAILED TO BEAM 8 PADS O.G. AND b"FROM EACH END 61-011 61-011 61-011 lit 61-011 Ilt 61-011 21 21 61-011 Ilt 61-011 61-011 61-011 61-011 BOTTOM ML MVIlt FREGA5T Ib" BARS TO BE A5TM A-65, GRADE 60 PT WOOD SHIM AS NECESSARY 2xl2x24" LONG PT HF#2 WOOD 8x 16 GMU BLOGK5 PAD W/ 2XI2XI2 PT OVER; Ib" 50. x4" CENTERED ON 4x6P05T AND EINF. GONG. PAD, NAILED TO 2x12 PT HF#212L ONO HOOD PAD PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL 1`1 Scale:1/2=1'-0" 1`1 Scale: 1/2=1'-0" 1`1 Scale:1/2=1'-0" _ 2 OR 3/F1 2/1`1 0 3/F1 4" 1/2'd BOLT5 THRU BOTTOM PLATE F _ _1 F_ -Xi (2 PLACES ® EA. PAD, 1/FI) ACCESS PER NOTE #8 10 el I 4x4 P05T AT PA05 `f �Ib"x 16' REINFORCED BLOGKIN6 L J L J CONCRETE PAD TYP., I/FI BLOCKING 4x8 H.F. #2 MIDSPAN 4x8 H.F. #2 MIDSPANT_ „ „ „ BOTTOM PLATE SUPPORT BEAM SUPPORT BEAM 81-011 8 O 8 -O 8'-011 8 -O 81-01, 8 -O 8 -O JAGK5TAN0 JAGK5TAND CORNER PAD VIEW B-13 �� p 2X4 PT TOP b BOTTOM PLATE 16” 50. x 1" POLY " z PRECAST Ib" 50. x4" ^ 5/F1-3 PADS 10/1`1-6 PADS Z PAD, ALT: 2xI2x24 %v — REINF. GONG. PAD, GONG PAD, I/FI LN LONG PT HF#2 WOOD ,� 7/F1 5/F1-3 PADS 4X4 PT P05T AT PAD5 PAD �IIr 2x4 H.F. PT STUDS ® Ib" O.G. t 2X8 BLOCKING -74 W/ SHEAR WALL PER NOTES 17 71 I— .7 F F 71 b" WIDE GALV. ", MAX. MESH 4X8 H.F. #2 MIDSPAN 2x8 PT BLOGKIN6 — ® — — ®- — — — — — — 6" HI SKIRTING ", RUNNER H SUPPORT BEAM 4x8 PT H.F#2 MIDSPAN I— L J L J J L J L J GALV. STAPLES Td B 4X4 HF#2 POST SUPPORT BEAM W/5HIM5 L —L -L -1 ATTACH 2X4 PT PLATE W/ TOE-NAILED TO 8x16 GMU BLOCK BOLTS PROVIDED IN PAD, I/FI BEAM d PADS PRECAST I6" 50. x4" dJ 4� 2xl2x24" LONG P.T. HF#2 0 Z = z WOOD PAD W/ 2x4 OVER N REINF. GONG. PAD, ^ 2/1`1 6/1`1 1`1 2 4fE LNCENTERED ON 4x4 P05T ALT: 2x12x24" LONG / 2X4 P.T. RUNNER W/ t AND NAILED TO 2x12 PT HF#2 WOOD PAD 120d STAKE EA. END N-h 2 EXTERIOR WALL DETAIL MID-SPAN SUPPORT, STANDARD (-7-A' SUPPORT, OPTIONAL 1`1 Scale: 1/2=1'-0" 1`1 Scale:1/2=1'-0" 1`1 Scale: 1/2=1'-0" VENTING PER NOTE #7 F71GMU BLOCK O r , " NOMINAL SHEATHIN6 W/8d ® 4"/12" ^ 2/FI I r_ l/Ib" SKIRTING W/ WATERPROOFIN6 TO 6' ABOVE , GRADE. FLASH OVER EXPOSED �—I L J WATERPROOFING OR USE UV STABLE WATERPROOFING PRODUCT. VIEW A-AFLOOR STRUCTURE FLOOR JOIST, TOE-NAILED TO L L L- _j L J BEAM PT 2X4 W/(2)IOD AT EACH J015T WOOD SHIM A5 NECESSARY PT 2X4®48" O.G.W/ U24 EACH END N 8x16 SHIM BLOCKS 4x 8 H.F. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED TO PLATE >� PT 2x4xl2" LONG P05T W/ IbD ® 6 O.G. FOUNDATION PLAN PRECAST I6' 5QUARE x 4" SEARING BLOCK, NAILED TO I/FI PER PLAN F 1 DEEP REINFORCED CONCRETE BEAM 3 PT POST. Scale: 1/4 - 1 -0 Fr!i A PAD PT 4x4 HF#2 P05T TOE-NAILED � m TO BLOCK OR GMU BLOCK 2xl2x24" LONG PT HF#2 WOOD NOTES: L 4" ATTACH BOTTOM PLATE TO PAD PAD W/ 2X4 OVER CENTERED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. _CU W/ I/2"m EPDXY BOLT MIN. I" PT 4x4 P05T AND NAILED TO PT 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". EMBEDMENT 2x12 OR Ibxlbx4 GONG. PAD 5TRUGTURAL NOTES: GLA55ROOM OPTIONAL CORNER DETAIL 8 MID-SPAN BEAM SPLICE 9 BACKFILLED WALL DETAIL 1. GENERAL: 0 3 I.I. MODULAR BUILDING MAY VARY BY MANUFAGRFER. VERIFY DIMEN510N5 m 1`1 Scale: 1/2=1'-0" 1`1 Scale:1/2"= 1'-0" 1`1 Scale:1/2=1'-0" AND OTHER MODULE GHARAGTERI5TIG5 PRIOR TO 13E61N OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT GHANOE THE FOUNDATION DE516N AND INSTALLATION REQUIREMENTS. N SOIL ANCHOR PER NOTES, 2. DE516N INFORMATION b LOADING: SHEET F-I. 2.1. BUILDING CODE IBG, 2015 - RI5K CATEGORY II CRO55-DRIVE W/ SHOVEL FLOOR ML RIM COLUMN JOIIFLOOR STRUCTURE 2.2. ROOF LIVE LOAD 40 P5F, SNOW ' CCO PLATE 5HOWN. ROOF2.3. FLOOR LIVE LOAD 40 P51F OR 1000# GONG. G WOOD SHIM A5 NEGE55ARY PT HOOD SHIM A5 NECESSARY 2.4. WIND CRITERION 115 MPH, EXP G, Kzt=1.0 . PLAN PT 4x4 HF#2 P05T 4x I6 GMU BLOCKS 2.5. SEISMIC CRITERION 505=1.0, 517E GLASS 'D', GATE6ORY TY 1. TOE-NAILED TO RIM 2b. 501L BEARING 1,500 P5F EJOISTS b PT ADS F 3. GONGRETE: 3.1. DE516N GOMP.5TREN6TH 2,500 P51 STRAP PER ANCHOR MANUF. 32. REINFORCIN6 BAR YIELD 60 K51 U 4. MASONRY: z 4.1. Bxlbxb UNITS A5TM G-90, 6RADE N 4.2. SET UNI75 W/GORES VERTICAL E NO MORE THAN 3 HIGH, PER PLAN (D z_ b.. (TY4 z z H s 501L ANCHOR PER NOTE 5. WOOD: LU — o 5.1. ALL FRAMING MEMBERS OF THE FOUNDATION SYSTEM SHALL BE �++ SHEET F-1 5PF-5TD OR BETTER,UWE55 NOTED OTHERWISE. Z (D 2x12x36" LONG 52. WOOD 5HEATHIN6 SHALL BE P.T. �" NOMINAL APA RATED 32/16 (7 cc PT PLATES (3) 2x12x12" LONG PT PREGA5T 16" SQUARE x 4" DEEP 5TRUGTURAL WOOD SHEATHING. w m 3 ° HF#2 WOOD PADS PAD, 5/F2, PER FI 5.3. ALL WOOD IN GONTAGT OR WITHIN 8-INGHE5 WITH 501L SHALL BE � � a PRESERVATIVE TREATED. 4 ANCHOR DETAIL 10 M/L POST SUPPORT, STANDARD 1oA M/L POST SUPPORT. OPTIONAL 5.4. GONNEGTOR5U5EDINPRE5ERVATIVETREATED HOOPMEMBER5SHALL W 1`1 Scale:l/2=1'-0" 1`1 Scale: 1/2=1'-0" Scale:1/2=1'-0" BE STAINLESS 5TEEL OR HOT-DIPPED GALVANIZED TO THE m g 6ALVANIZIN6 I^lE16HT AS SPECIFIED IN IN A5TM A 153. 55. PROVIDE 18' MIN. GLEARANGE FROM 501L TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER b. SPECIALTY ITEMS: z b.l. METAL PIERS TO BE CAPABLE OF 5UPPORTIN6 6,000# 0 Z 6.2. 501L ANGHOR5 SHALL BE 'MINUTEMAN" IN CONFORMANCE WITH THE TYPE U Cr 0 J O .. SPECIFIED BY THE MANUFACTURER FOR THE 51TE SPECIFIC SOILS ANDa Z cn SHALL CONFORM TO THE FOLLOWING: V aO z g FLOOR STRUCTURE 62.1. DE516N WORKING 5TRE55 LOAD OF 3,150# W/AN ULTIMATE — Z , LL 5TREN6TH LOAD OF 4,125# U r-1 z a 622. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING INE m < `� O PT WOOD SHIM AS NECESSARY w Q LL (- BUILDING. � J J ¢ o 0 8x Ib GMU BLOCKS62.3. GONNEGT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING 15 -J w PT 2x4 TOP d BOTTOM PLATE FULLY BLOCKED AND LEVELED. vi o ¢ 4x6 PT POST ® M/L PADS TYP w o 62.4. ANCHORS TO BE ONE OF THE FOLLOWING: Q O vwi s Z O PRECAST Ib" SQUARE x 4" DEEP 62.4.1. 'AZTEG' DRIVEN ANCHOR W/ INTE6RAL STABILIZER PLATE OR a Q ¢ PAD, 5/FI, PER FI 'MMA-35' W/'MMA5D25TABILIZER PLATE INSTALL VERTICALLY. S10 L EfV ERtO PRopES V ;. O w a INSTALL (2) AT EACH LOCATION PER PLAN. t��S TZ Gf� GI NfF� s% Y x V) a w b I/4' ATTACH 801TOM PLATE TO PAD 62.42. 4430' AU6AR-ANCHOR SET VERTICAL W/'TIMA502' a e 2327 pE 9 p0 3 W/ BOLT PROVIDED IN PAD STABILIZER PLATE INSTALL VERTICALLY OR 'MMA-11' [f W/INIE5RAL 5TA131LIZER GAP. 5 M/L EXT.COL.SUPPORT d �� i�� OREGON �� 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURERS U'�, � � REVISION DATE:06/29/2017 1`1 Scale:1/2=1'-0" 1. VENTGOMMENDATIONS. �IN& qN� F1 @�,p 1`q OT 2 3 19�GC� F1 I.I. INSTALL A GLA_% I VAPOR RETARDER OVER THE GRAWL5PAGE AREA TY. B p�,fG� N w BFL TO EXTERIOR OF BUILDING. RENEWS:09/30/2018 ITSXPIRES: DECEMBER 31, 2017 SHEET: 1 OF 1 12. PROVIDE CRAWL SPACE VENTILATION PER IBG CODE AND LOCAL n s iK A us ADD-03 Issue Date : 03/09/2018 SOIL ANCHOR PER NOTES, SHEET F-1. 1/2"0x 5" LONG W/ 3" EMBEDMENT CROSS—DRIVE W/ SHOVEL INTO PRECAST PAD TYP 2 PLACES PLATE SHOWN. PLAN (2) #3 BARS EACH DIRECTION 8" OM BARS TO BE 1" CLEAR F BOTTOM I lz STRAP PER ANCHOR MANUF. 16" BARS TO BE ASTM A-65, GRADE 60 ;SOIL ANCHOR PER NOTE SHEET F-1 PRECAST PAD DETAIL 4 ANCHOR DETAIL F1 Scale: l/2=1'-0" Scale: 1/2=V-0" F1 4° 1/2"0 BOLTS THRU BOTTOM PLATE AUGER ANCHOR (2 PLACES 0 EA. PAD, 1/F1) PER NOTES. � -1 � � 4x4 POST AT PADS I I a � lf 16"x 16" REINFORCED CONCRETE 26 -0 L J L J PAD TYP., 1/1`1 idix—BOTTOM PLATE PLAN CORNER PAD VIEW B-B 5'-0" 5'-4" 5'-4" 5'-4" 5'-0" 2X4 PT TOP & BOTTOM PLATE STRAP PER ANCHOR MANUF. CONC PAD, 1/F1 4X4 PT POST AT PADS 2x4 H.F. PT STUDS 0 16" O.C. rm m�T`* W/ SHEAR WALL PER NOTES AUGER SOIL ANCHOR 6 WIDE GALV. b", MAX. MESH PER NOTES. FROM SKIRTING TO RUNNER W/ Z OR 3/1`1 GALV. STAPLES T&B ATTACH 20 PT PLATE W/ BOLTS z PROVIDED IN PAD, 1/F1 - Z/F1 ACCESS PER NOTE #8 4/Fl, TYP. UPLIFT ANCHOR DETAIL -1 B B 4A rl 4A/F1, TYP. 2X4 P.T. RUNNER W/ F1 Scale: l/2=1'-0" VENTING PER NOTE #7 13'-0" 120d STAKE EA. END - 2 EXTERIOR WALL DETAIL 2/F1 F1 Scale:1/2=1'-0" m� CMU BLOCK 7• r � I L 7/16" SKIRTING I I r -1 3 10'-2-1" 14'-2111 3 LLJ 4 4 4 4 VIEW A-A FLOOR STRUCTURE WOOD SHIM AS NECESSARY 1 FOUNDATION PLAN y 8x16 CMU BLOCKS F Scale: 1/4" = 1'-0" PRECAST 16" SQUARE x 4" DEEP REINFORCED CONCRETE PAD A A m L 4" ATTACH BOTTOM PLATE TO PAD CU W/ 1/2"0 EPDXY BOLT MIN. 1" EMBEDMENT 3 OPTIONAL CORNER DETAIL 0 CG0 F1 Scale:1/2=1'-0" _x STRUCTURAL NOTES: CLASSROOM 1. GENERAL: 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. 0 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER.VERIFY DIMENSIONS AND OTHER MODULE 7. VENTING: G CHARACTERISTICS PRIOR TO BEGIN OF FOUNDATION INSTALLATION. MINOR VARIATIONS OF 7.1. INSTALL A CLASS I VAPOR RETARDER OVER THE CRAWLSPACE AREA TO EXTERIOR OF BUILDING. DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. 7.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL REQUIREMENTS AT 1 NET SF OF 1.2. MODULE DIMENSION ARE TO FACE OF FRAMING. VENTILATION PER 1500 SF OF FLOOR AREA. 2. DESIGN INFORMATION &LOADING: 7.3. 28'x68'=1904 SF/1500=1.27 SF.#VENTS = 1.27*144/75= 2.43, USE (4) MINIMUM VENTS ONE NEAR 2.1. BUILDING CODE IBC, 2015/WBC- RISK CATEGORY II EACH CORNER. g 2.2. ROOF LIVE LOAD 30 PSF, SNOW 8. ACCESS: Z $ 2.3. FLOOR LIVE LOAD 40 PSF OR 1,000#CONC. 8.1. PROVIDE 18"x30"ACCESS TO THE UNDER FLOOR AREA PER THE IBC CODE. 2.4. WIND CRITERION 110 MPH, EXP B, Kzt=1.0 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL PRE-MANUFACTURERED Z 2.5. SEISMIC CRITERION SDS=1.0, SITE CLASS 'D', CATEGORY'D' STRUCTURE. C H a ? � 2.6. SOIL BEARING 1,500 PSF 8.3. PROVIDE 12" CLEARANCE UNDER FOUNDATION MEMBERS. w 3. CONCRETE: 9. SITE CONDITIONS: Z _ 3.1. DESIGN COMP.STRENGTH 2,500 PSI 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL OVER UNDISTURBED NATIVE a 3.2. REINFORCING BAR YIELD 60 KSI SOILS OR STRUCTURAL FILL, PAVEMENT W/GRAVEL BASE, OR 4" CONCRETE,. w co g 4. MASONRY: 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95%OF THE STANDARD PROCTOR DENSITY PER ASTM Q kwo _ 4.1. 8x16x8 UNITS ASTM C-90, GRADE N D-698. LD 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%. mrx B 5. WOOD: 5.1. ALL FRAMING MEMBERS OF THE FOUNDATION SYSTEM SHALL BE SPF-STD OR BETTER, UNLESS NOTED OTHERWISE. 5.2. WOOD SHEATHING SHALL BE P.T.}" NOMINAL APA RATED 32/16 STRUCTURAL WOOD SHEATHING. 3 5.3. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. Z o 5.4. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR 0 01U. w HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. N H 5 a 5.5. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. Z O Q 0 ^ 6. SPECIALTY ITEMS: 0 Z z P: LL 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# H :Dp 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE < w LLca ry MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: H- CC J > z o 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150#W/AN ULTIMATE STRENGTH LOAD OF 4,725# p l0 Q w o 0 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. 4 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. (D iv Q g 6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: PEO PROF . I LU-35' a w 6.2.4.1. AZTEC' DRIVEN ANCHOR W/INTEGRAL STABILIZER PLATE OR WMA 5' NGI Nf o v1 W/'MMASD2'STABILIZER PLATE INSTALL VERTICALLY. INSTALL(2)AT EACH LOCATION PER " 2 7 PLAN. FOR INSTALLATION IN SOIL OR GRAVEL. o z 6.2.4.2. '4430' AUGAR-ANCHOR SET VERTICAL W/"MMASD2'STABILIZER PLATE INSTALL VERTICALLY EVI ION DAT :12 27/2 17 OR 'MMA-91' W/INTEGRAL STABILIZER CAP. sF 0 °F AT 2 3, C'� F I A G qN W. gR� C:\Psers\dean\Documents\O-MODULAR\xx0l-PM\201701\1701.22-12x26 MOD-RR\201701.22.1-12x26 MOD-RR-Fl.dw , 12/27/2017 4:36:23 PM, ANSI full bleed D (34.00 x 22.00 Inches), IXPIRES: OECEIABER 3i 2D,9 PMS-ESEPH MAANGAN 1:1 ADD-03 Issue Date: 03/09/2018 CODE COMPLIANCE En GENERAL NOTES: a � ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION 1. IBC 2015, CHAPTER 10 COMPLIANT CL �^ 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN O � 10 PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS. INC. PRODUCTS PRODUCED THE (n a TYPICAL COMPONENT SIZES 2. ANSI A117.1-2009 COMPLIANT STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. U N Za 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC (� - (D 3. RAMP SLOPE, MAX.RISE = 1:12 (VERT/HORZ) REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD - s z o s • LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS s.d L'jm • RAMPS: 48" WIDE RAMP UNITS CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE C (D w 3 Welcome RampSystems, II IC, 5 SRORSR S OPE,7MAMAX , 4% MIN STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS INC m Q g.STAIRS: MAX. 5"-7" RISE x 12" TREAD x 48" WIDE > S�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: 6.1. DECK/RAMP 100 PSF GRADE. 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. W z 6.2. STAIR TREAD 300 LBS./TREAD 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. y; Safe User-FriendlyBuilding Access. 6.3. RAILING 50 PLF/200 LBS. CONC. g 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS w o LOADING PER 30-FT RAMP o w� 6.5. WIND LOAD 135 MPH, EXP C, Kzt=2.0 PLANKING: www.welcomerampsysfems.com THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS. 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. 'D' RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR 0 00 $ 7. DOOR CLEARANCE AS REQUIRED BY IBC. LENGTH. 0 8. STANDARD 3 LINE RAIL FOR COMPONENTS 30" STAIRS: ALL PLANKING SHALL BE 11 GA. 12"W x 2" DEEP. D D OR LESS FROM GRADE TO WALKING SURFACE LEGS:GSLEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND. �LL �LL gLL OF RAMP, LANDING, OR STAIR. . LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. RED PROF, 2 2 2 9. 42" VERTICAL PICKET GUARDRAIL FOR LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBING. �5�� GINfF 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: ss° ssd ssa S. acro "na ery "s ss° ssd ssd ssd av,v "nv »n s sse ssa sse ssa o,ev "cev ery � • THE 1-1/2" AL HANDRAIL SHALL BE 6063-TS WITH A YIELD STRESS OF i6 KSI. 10. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF ALL OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF RAMP, PLATFORM, STAIR NOSING. INSTALL HAND RAILS: 0 �pr23, ry BOTH SIDES OF STAIRS 35 KSI.RS AND RAMP. � I STAIRS AND RAMPS: USE 1-1/2" SO. X 5/32" THICK WALLED TUBING FOR POSTS AND 7V W BR\ ssa s vsa ssa 11. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. EXPIRES: DECEMBER 31 2019 WALKING SURFACE AND RETURN TO WALL OR STANDARD HANDRAIL (W/0 PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF ssa ssd vsd RAIL COLUMN. 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30" SHALL USE PICKET STYLE HANDRAILS. 12. RAMP AND RAILINGS TO HAVE CURBS WHICH DO PLATFORM: USE 1-1/2 SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND ALL �a ssa NOT ALLOW PASSAGE OF 4" SPHERE WHERE HORIZONTAL RAILS. „ ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY ssa vsd vsd THE WALKING SURFACE. ABOVE WALKING SURFACES. y� 0 0 F E WELDING: ALL REFERENCES TO WELDING ON PLAN SET REFER TO IN-PLANT FABRICATION. NO 00 0 0 °0 00 0 0 13 102k112 x1INFORMATION:WOOD OR 12"x12" ON-SITE WELDING IS REQUIRED. _ PRE-MANUFACTURED ABS PAD REQUIRED UNDER • FABRICATION PLANT WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND H g,C 5b ' tG tn0 N JI' ALL ADJUSTABLE LEGS. IN ACCORDANCE WITH ANSI/AWS D1.2 CODE. oLL oLL oLL oLL oLL e LL WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED. Q 0 0 LL 0 LL 0 LL 0 LL 0 LL WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS y III— WARPING WARPING OF WELDED ELEMENTS. Z FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2. O 2 ZO •BOLTS: LU V. ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE w LU LOCKING WASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE Z O SPECIFIED. O • HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50% CAPACITY FOR ADDITIONAL LU Cr a a a FACTOR OF SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION. p, Q TECH SCREWS: • ZINC PLATED #10x1}", SELF TAPPING. O LU ~ O O � Q V � 0 w 8 Z J M W sva see e 5 sea v 0 a 1202 POLY PAD w N z z zz z O 8o 90 $ 9g I (3) 1/2"0 BOLTS y4" NOSING RADIUS, z s o N N N N Of EQUALLY SPACED THRU 0 o .. 1/4" X 7" STAIR END TOP & BOTTOM Q o O LL LL x LL 0- u w ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER N A N G G G m INTOPLATFORM. TREAD 1 1/2 " PLATFORM 3,4, OR 5 AL. TREADS PER HEIGHT VARIES 0 -9" STAIR. ro a FU O o I (OPTIO L) STAI IS (UP) I 11" RUN T-SHAPE EXTRUSION 16 GA. X 1^ w o C) CUSTOM CONFIGURATION ¢ 47-15/16" AL. STAIR Q FLAT GALV. PLANK, M T m 2 o o m o N 1/8" - 1'-0" I STEEL, TYP. 2"x12'x48" 1/4" x 8" ALUM. 3"X1-1/2"X.125" AL. 1}"I FILLER ANGLE. PLATE CARRIAGE SEE DETAIL 5 a 7" RISE PLATE W/TECH PLACE ENDS UNDER TREAD 7" RISE 111 W SCREWS FOR HOLDDOWN ANGLE TO SECURE LEVELING FOOT U ALIGNMENT IN PLACE. 6'-0" Z 0 DETAIL 2 - STAIRWAY ELEVATION HANDRAIL BOTH SIDE OF RAMP 0'-5 3/4" 5 CLOSED EQUAL RISERS SCALE: 1/2"=1' ® 4" MIN TO 7" MAX. HT. Q (n I+ "S" BRACKET W/TECH TYPICAL LANDING WITH STAIR CONSTRUCTION STAIR TO MEET ANSI ICC A117.1-2009 ~ J 0'-2 3/4" SCREWS - LLJ U (DIMENSION CHANGE TO MATCH PLATFORM SECTION) SECTION 504 AND IBC 2012 SECTION 1009 14^0 (TYP) 14" SQ. TUBE, A" L~LJ 1 THICKNESS, 6063 T6 (n \ HHS1}x1} (TYP) 3-3/4" �: 42" VERTICAL PICKET GUARDRAIL " v T-SHAPE (2)2"0x 4" LAGBOLT, w/BALLASTS TO PREVENT A 4" 1 2 O'-1 1 /2" Z T-SHAPE EXTRUSION END GALV. 0 RSDS300 @ EACH SPHERE FROM PASSING THROUGH • EXTRUSION PLATE 5-FT PLATFORM SECTION " WHEN OVER 30" ELEVATION, BOTH Q Q Q • OPTIONAL END PLATE (� SIDES OF STAIR. HANDRAIL J ADJACENT BUILDING CONNECTION, � g ADDITIONAL 5'X5' SECTION A 23" W DETAIL 6 PLATFORM/S. RAMP CONNECTION 1/4" 4"LONG X 1-3/4" TRACTION W SCALE: 3"=1' (n TREAD X 1-3/4" X 0.25" W a� 1/4" TRACTION PLANK PLATFORM AL. ANGLE WITH (2) 0 U Q SEE SECTION C VSEE DETAIL 5 NOTE: USE THIS RAILING r TREAD INSTALL BOLT WITH 1" O 3/8" TACK SCREWS J U � TYPICAL ELEVATION (WITH STANDARD RAIL) FOR 30-INCH OR LOWER LANK MIN. CLEAR IN I INTO POST. WELD W Q Z SCALE: }"=1'-0" TOTAL PLATFORM HEIGHT. ao STRINGER PLATE N HANDRAIL TO ANGLE a AROUND HOLE. (TYP.) DETAIL 3 ALL AROUND. Q a 2" x 2" x 3/16" " HANDHOLD (n \ RECEIVER TUBE O SCALE: 1/2"=1' 3^X1-1/2"X.125" AL ; N 5" LONG (TYP.) SEE DETAIL 6 FOR PLATE W/TECH HANDRAIL BOTH SIDE OF RAMP CONNECTION DETAIL SEE DETAIL 3 SCREWS FOR 1 }" STAIR PLANK, 1/4" MARGIN, TYP. PICKET LENGTH OF RAMP SECTION FOR HANDHOLD ALIGNMENT I 2^ I� SECTION D 48"X 12^ X LU SUPPORT RAIL 8' 1 C �-i PLATFORM SUPPORT RAIL & I w HHSt x%" 3 HOLES PER OR SECTION B CONNECTION TO BUILDING " o Ooz �" SCALE: 3"=1' DETAIL 1 - STAIR HAND RAIL 1-1/2" AL. ANGLE, w w a SUPPORT, TYP RAMP SUPPORT RAIL O 3/16" THICK STAIR 0:z 3 wo }"DIA. GRADE I'7 SCALE: 1/2"=1' w w 5 ZINC SCALE: 3"=1' AL. VERT. HAND RAIL TREAD STIFFENER w 1}" o w o r 1}"x1}"x.125 SQ. Z 3/4" 0 ow aLLJ 1j"x1j"x.125 AL. ANGLE p,-J 12" LONG 1d"x1}"x.125" SQ. =Oxo HOLD DOWN FOR TREAD. THREADED w 0 w o w BOLT AT MIDDLE AND ON OPTIONAL ��- 4U TUBE BASEPLATEHANDRAIL BOTH ADJUSTMENT w O a w N ADDITIONAL 5'X5 i \ SIDE OF STAIR z z ENDS THROUGH i \ L-SHAPE. " GRADE 5 D PLATFORM/S. \ }"x2" AL. FLAT BAR THAT " z W� BOLTS. " V\ CONNECTS RAMP STRINGERS �p 4" SQ. TYP. N o v N i 1:12 = SLOPE, TYP. I'7 " w w O w 1 \ 23 DETAIL 5 o rn p w SEE SECTION C,-\\<, AL. PLATE WELDED TO LEVELING FOOT o= w O • g4x4xYi PIER BASE IEXTRUSION TO MAKE CONTINUOUS PLATFORM SCALE: 3"=1' ~o_m w • „ I W/ (2) 5/16"0 \ L SHAPE 9 w v)<�z - 1 1 FOR 1 RAMP TION O HOLES 0 CORNERS V ++ i INSTALL BOLT WITH 1" o O w w O g - 11 " FOR 8' RAMP SECTION \ I MIN. CLEAR IN " 4" ON>m0a ( ) �. STRINGER PLATE 2 BOLTS. � / � N oO��o= SPACE 2" APART ON CENTER, ___ AROUND HOLE. (TYP.) LLI z o N I IL Z w TYP OF ALL HANDRAIL ANCHORS. ZWELD EXTRUDED T-BAR SHAPE ON ENDS 1}"x1}"x.120" SQ. TUBE CROSS NOSING DETAIL I OO 2" x 2" x 3/16" - w a w Ujo OF EACH RAMP SECTION & LEG SLEEVES MEMBER IN MIDDLE OF EACH RAMP RECEIVER TUBE Of (.0 Of - DETAIL E SECTION. WELD TO LEG POCKETS AND 5" LONG (TYP.) 0 M O w 3 cn V) USE (3) (GRADE 5) 1}" EQUAL SPACED BOTTOM OF EXTRUDED L-BAR SHAPE. z p w N BOLTS WHEN JOINING RAMP SECTIONS - 1/4" MARGIN, TYP. J =� TRT 16x16 ABS PAD UNDER TOGETHER. O STAIR PLANK U) w NOTE: USE THIS RAILING r7 2"x12"x48" 3 0= POST W/(1) SD525112 THRU TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL FOR TOTAL PLATFORM 11" SPEED IL R1 z (1) OF (2) HOLES IN POST HEIGHT GREATER THAN FOOT TO PAD SCALE: J"=1'-O" 30-INCHES. 1-1/2" AL. ANGLE, 4" HANDRAIL TIE ow 0 SECTION C DETAIL 4 - STAIR HAND RAIL 3/16" THICK STAIR DETAIL 6 ADA RAMPS 69Uj RAMP END TRANSITION END LEG SCALE: 1/2"=1' TREAD STIFFENER HANDRAIL CONNECTION w 69 w i��c SCALE: 3"=1' SCALE: 3"=1' o z a Issue Date : 03/09/2018 S � � o LU ~ m N V) 0 Z T V zti w �33; u g 2 oc 3 Z P _ w z m = < g� W l7 o a > W o � � m 0 0 0 0 0 0 LL„ o cn 0 � o g ^ g ^ g ^ S��yEDPROF"N N N NGINEF QII Q II Q II J LL J LL J LL LL LL LL O O O �F Fpr23, �0lb G� G qN W. 5R� IXPIRES: DECEMBER 31, 2019 SSd SSd SSd SSd OTbN 016i1 848 a SSd SSd SSd SSd OTbB OTV8 8b8 a SSd SSd SSd SSd OT48 OTbN 84N i 9Sd 9Sd 9SdOR OR O ry N N H 9Sd o 95d o 95d o H Z W Z 0 m 95d 95d 9Sd fA w � Z O LLJ (DO 'rte' Q CL 9Sd 9Sd r 9Sd O L N N N O FW LL N ti O n n 0 Q 9Sd I N 9Sd N 95d N W V OO O O O O z O LAO Ln C) NO NO NO v vl L!1 cn u1 0' qJ VI y1 �4' N N 4r y1 t!1 d' U N a a N N a a N `-' N a a ry a II w I I Q II w II = II ir I I gLL g LL J LL g LL g LL g LL _ LL = LL LL=C =C LL =c LL =C LL K m r N G G G G G Z 0 � O Z m � � 00 N o O o N a z � � O N ij 10 13 Q M T m S O O 0 ,0 V l O � O a W O � z cn O c Q cn o O o :5i _J LIJ v� Q U� Li � � \ a cn Q g � a o �n o- N N N W V I Q W J U D w Qz O y O O 54d a Sbd �+ '' Q - � _ d _ v 54d a F— z oc cn Ln ri ti N N 95d N a N 9Sd a N 95d a m S U- 0 n w � Z x a 0M a¢w a a a a wz who 62 lno Ocnowzz L7 (D 0 U' C9 a o W LLI Z Z Z Z Z in o7< a a w'— w a a p 0 D O a a D O D O a _j O ?N0wv�i O O w a (,) j0 O O O OO %Z oz coI� mn m COt\ mn ¢3U) a a N N N N N Cz-7w�~w oil O LL a a II 0 II II U) of O LL O LL O LL a a O LL oNoo n OC LL IY LL cc LL d' LL (L' LL w o Do c1mrwH H F- 1— w�a�W~ a N W W W W 91L ln¢=Z z oowJoS awi-w a xv)Wmcr O=N F O= n z O N H a a m Z W w fn d'JO o w3tTnm ¢ w J = R2 w Z a 0� ADA RAMPS o = ND ADD-03 w w Issue Date : 03/09/2018 = o w a ABBREVIATIONS ELECTRICAL EQUIPMENT DESIGNATION LIGHTING SIGNAL E4 L- 1 - 1A- A AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP A AMPERE(AMP) KVAR KILOVOLT AMPS REACTIVE POWER TYPE: O �O CEILING LUMINAIRE:SURFACE, RECESSED FIRE ALARM AL ALUMINUM LA LIGHTNING ARRESTOR BLANK-NORMAL POWER CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT I ARCHITECTURAL LTG LIGHTING E- EMERGENCY POWER a� CEILING LUMINAIRE: PENDANT LINEAR U-UNINTERRUPTIBLE POWER Fs Ts SPRINKLER SYSTEM SWITCH: FLOW,TAMPER ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE VOLTAGE: FOFmWALL LUMINAIRE: SURFACE, RECESSED MANUAL FIRE ALARM STATION CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION O— QO-- WALL WASHER: SURFACE, RECESSED C CONDUIT MCA MINIMUM CIRCUIT AMPS 2-208Y/120V Q QH Q DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC 4-480YI277V TRACK WITH HEADS LOCATED CCN CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER 5-4160Y/2400V —© DETECTOR: BEAM CKT CIRCUIT MCC MOTOR CONTROL CENTER 15- 12470YI7200V ® � FLUORESCENT LUMINAIRE: SURFACE, RECESSED ——— FLUORESCENT LUMINAIRE:WALL MOUNTED ——— DUCT DETECTOR, TYPE AS NOTED CLG CEILING MDP MAIN DISTRIBUTION PANEL EQUIPMENT: FO---i FLUORESCENT LUMINAIRE: BARE LAMP FIRE ALARM:VISUAL CT CURRENT TRANSFORMER MECH MECHANICAL D-MAIN DISTRIBUTION PANEL CU COPPER MH METAL HALIDE S-SUB DISTRIBUTION PANEL OHO Ele-0 ' ❑ POLE LIGHT: LUMINAIRES AS SHOWN g FIRE ALARM: BELL; BELL WNISUAL DN DOWN MLO MAIN LUGS ONLY B-BUSWAY A PPWI DESIGNATES LIGHT ON EMERGENCY CIRCUIT EMERG EMERGENCY MV MERCURY VAPOR M- MOTOR CONTROL CENTER e — ea FIRE ALARM: CHIME; CHIME WNISUAL A-AUTOMATIC TRANSFER SWITCH 8 I--® EXIT LIGHT: CEILING,WALL(ARROWS AS SHOWN) EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH P-POWER PANEL EP EXPLOSION PROOF NIC NOT IN CONTRACT L-LIGHTING PANEL BOLLARD g -8- FIRE ALARM: HORN; HORN WNISUAL EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT T-TRANSFORMER 4=16 EMERGENCY BATTERY LIGHT: HEADS AS SHOWN Q F FIREMANS PHONE JACK EWC ELECTRIC WATER COOLER PA PUBLIC ADDRESS U - UPS $ $2 WALL SWITCH: 1 POLE, 2 POLE FQ ® SPEAKER: WALL, CEILING FA FIRE ALARM PE PHOTO ELECTRIC CELL LRC-LIGHTING RELAY CONTROL PANEL $3 $a WALL SWITCH: 3 WAY,4 WAY � (D MAGNETIC DOOR HOLDER, CLOSER FLA FULL LOAD AMPS PF POWER FACTOR BUILDING LEVEL: $K $M WALL SWITCH: KEY LOCK, MOMENTARY FLUOR FLUORESCENT PNL PANELBOARD 0-BASEMENT $Lv $P WALL SWITCH: LOW VOLTAGE, PILOT HD FO FIRE ALARM SPEAKER:WALL, CEILING 1 -FIRST LEVEL FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT 2-SECOND LEVEL $T $D WALL SWITCH: TIMER, MANUAL DIMMER INSTALLED BY CONTRACTOR PWR POWER 3-THIRD LEVEL A_ DESIGNATES LUMINAIRE TYPE (SEE LUMINAIRE SCHEDULE) SECURITY FOIC FURNISHED BY OWNER SDP SUB-DISTRIBUTION PANEL 4-FOURTH LEVEL NL DESIGNATES NIGHT LIGHT CIRCUIT INSTALLED BY CONTRACTOR STIR STARTER ETC. PHOTOELECTRIC CELL: WALL MOUNTED, CEILING MOUNTED C=I4 CCN CAMERA FOTO FURNISHED BY OWNER SV SOLENOID VALVE GRID LOCATION: ®x OCCUPANCY SENSOR: CEILING OR WALL MOUNTED ® ■ ELECTRIC DOOR LOCK, CONTACT INSTALLED BY OWNER SW SWITCH 1A-NEAR INTERSECTION OF GRID LINES 1 ANDA X" DESIGNATES DEVICE TYPE: GFP GROUND FAULT PROTECTION TD TIME DELAY IDENTIFIER: S: IN COMBINATION WITH WALL SWITCH ❑D MANUAL EMERGENCY SECURITY STATION K GFI GROUND FAULT INTERRUPTER TP TAMPERPROOF A- FIRST IN SERIES OF EQUIPMENT U: ULTRASONIC ❑ CARD KEY READER STATION B-SECOND IN SERIES OF EQUIPMENT R: INFRARED OSECURITY ELECTRONIC SENSOR GFCI GROUND FAULT CIRCUIT INTERRUPTER TTB TELEPHONE TERMINAL BOARD ETC. UR: DUAL TECHNOLOGY, ULTRASONIC/INFRARED GRC GALVANIZED RIGID CONDUIT TTC TELEPHONE TERMINAL CABINET GRD GROUND N TELEVISION HP HORSEPOWER TYP TYPICAL DESIGNATION SYMBOLS POWER ONE-LINE HPS HIGH PRESSURE SODIUM UG UNDERGROUND HV HIGH VOLTAGE UPS UNINTERRUPTABLE POWER SUPPLY ' CIRCUIT BREAKER WALL RECEPTACLE: SINGLE, DUPLEX HZ HERTZ V VOLTAGE 0 123 EQUIPMENT DESIGNATOR SEE SCHEDULE, IG ISOLATED GROUND VA VOLT AMPERES WALL RECEPTACLE: EMERGENCY, 4-PLEX ( SWITCH, FUSED SWITCH INC INCANDESCENT VP VAPOR PROOF OE �X EXISTING TO REMAIN, EXISTING TO BE REMOVED WALL RECEPTACLE: ISOLATED GROUND T BUSS JB JUNCTION BOX W WATTS ® O EXISTING TO BE RELOCATED, FUTURE CEILING RECEPTACLE: DUPLEX KW KILOWATT WP WEATHER PROOF AUTOMATIC SWITCH KWH KILOWATT HOUR XFMR TRANSFORMER �N © NEW, CONNECT TO @� FIRE RATED FLOOR POKE THRU METER KV KILOVOLT XFSW TRANSFER SWITCH O NOTE ® CONNECTION TO EQUIPMENT PROVIDED BY OTHERS DENOTES RECEPTACLE ABOVE COUNTER PANEL ® m SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY DEVICE MOUNTING HEIGHTS E© CLOCK HANGER RECEPTACLE FEEDER CALLOUT ® ® FAULT CURRENT CALLOUT FLUSH IN-FLOOR OUTLET: DUPLEX,COMBINATION CEILING GENERAL NOTES: =004 PEDESTAL OUTLET: POWER, SIGNAL, COMBINATION GENERATOR 0 1. LOCATE ALL FIRE ALARM DEVICES PER CODE. ° O- SURFACE OUTLET STRIP: DIMENSION AS SHOWN MIN 6" ® 2. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. E ,p ,m TELEPOWER POLE, POWER, COMBINATION FIRE 3. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH Q JUNCTION BOX EQUIPMENT MILLWORK CONTRACTOR. 60A WORKING SURFACE F (�,P) 45F � � DISCONNECT SWITCH: FUSED, NON-FUSED 4. IF APPLICABLE,TELCOM CONSULTANTS DRAWINGS TAKE w BACKSPLASH 90" MAX) PRECEDENCE OVER THIS DETAIL FOR TELCOM DEVICES. $o�® MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION ® ELECTRICAL EQUIPMENT LO 0 80" MIN) MOTOR CONNECTION G PANELBOARD: SURFACE, RECESSED HEET � NOTES: © ® El CONTACTOR, RELAY, SOLENOID o m 6 CABINET: SURFACE, RECESSED U ® 0 © p 6" 6" TRANSFORMER 1� TELECOM OUTLET © WALL PHONE 0 © PUSH BUTTON STATION = • ® GROUND ROD, IN TEST WELL 48" 20 RECEPTACLE ABOVE COUNTER DEVICE WIRING CONCEALED IN CEILING OR WALL MAINTAIN A CONSISTANT HEIGHT GROUND PAD o o �p 3O FIRE ALARM PULL STATION THROUGHOUT SPACE —— —— WIRING CONCEALED IN FLOOR OR UNDERGROUND �i EQUIPMENT WITH DERIVED GROUND �1 2� 18" Ov Q VOLTMETER,AMMETER D- ® LIGHT SWITCH ® FIRE ALARM STROBE INDICATES INSULATED GREEN GROUND WIRE vs as SELECTOR SWITCH: VOLTMETER,AMMETER FINISHED FLOOR 5� CARD READER HOME RUN DESTINATION SHOWN KwH FPF-1 METER: KILOWATT HOUR, POWER FACTOR 0 —0 CONDUIT ELL: UP, ON. PT POTENTIAL TRANSFORMER o0 ,t.�_� `-� CURRENT TRANSFORMER fITTTII ® CABLE TRAY: CENTER SUPPORT, OUTER SUPPORTS E NOTE _T O H THIS IS A STANDARD LEGEND SHEET,THEREFORE, SOME SYMBOLS MAY LO APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. •�,��ERENCE OIs p-'A" N BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. A pgOVED WITH NOT i ADD-03 a Issue Date : 03/09/2018 17 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. PR DESIGNED BY: M. LOPEZ o �S X01 Ng8 /� TTSD MODULAR CLASSROOMS N "1V 69195PE DRAWN BY: M. COOPER _ a TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS El E "��•�iiii 111 SW Fifth Ave.,Suite 2500 ; die 3 ::::.•�� U Portland, Oa 97204 � a CHECKED BY: M. STREB CITY OF TIGARD OREGONpAEU PLOT DATE: 3/12 18 820am 0:503.227.3251 •-=___ ® F: 503.224.4681f� FORRES� 3�9�IY•i PLOTTED BY: mandy.cooper SHEET OF co N/WW.kpffco SYMBOLS, LEGENDS & ABBREVIATIONS - ELECTRICAL 1 5 N K) M x 3 03/09/201 ADD-03 EXPIRES s-oo-zoie DWG NAME: 17-1757 E1.dwg RECORD NO. iu REVISION DATE DESCRIPTION BY TAB NAME: Layout1 1700395-XX v 0 GENERAL NOTES: A.CONTRACTOR TO REFER TO ONE LINE FOR FEEDER INFORMATION. B. PROVIDE HANDHOLES AS REQUIRED FOR PORTABLE \ \ FEEDERS. BASEBALL DIAMOND L Q NOTES: DB- T 3 \ \\ O(TYP) 1. FIRE ALARM COMMUNICATION HAND HOLE. 2. PATHWAY TO FACP LOCATED IN TEMPLETON CORE sF� / \ \ / BALL FlELD BUILDING. CONTRACTOR TO FOLLOW WATER LINE WITHIN SAME TRENCH. TWALITY MIDDLE SCHOOL / \ 2-STORY CONCRETE BUILDING / / \\ \ 3. PROVIDE FIRE ALARMIMASS NOTIFICATION \ \ SPEAKERISTROBE IN EACH CLASSROOM AND RESTROOM. COORDINATE LOCATION WITH PORTABLE MANUFACTURER / DRAWINGS. 210 \ o PANEL MDP / v FREESTANDING \ / Q OUTDOOR \ \ \ f Q RATED. \ \ \\ (C \\ �\ (3)2-C (5) 1-114-C � \ P� i F O \ ho / A R-5 / R P-2 A / I / d O I / ° O U I � / T G / o I / BASEBALL DIAMOND 5) flC 3 / v W � O GATE I \ a /� O i TRANSFOR E I / T BY I O (1)4'C* // \\ X100 Efl APP0.0%IMATS�EEc•LW��O��-r-�A�� ON (1 / NEW 660 Bf SNITARY PEHASBN,LS O (� HED / a SWI CH VAU E; EXISTING DI ° P (1)55flC 7TV_O GATE NO rwrP—o GATE WPR O E { � 0 / / GATE O H _ \/ 1B 18 E� / IANTEft 80%E � HCP I y \ \\ / r REFERENCE ONLY NOT APPROVED WITH THIS PERMIT SITE PLAN - POWER E2 SCALE: 1"=30'-0- ADD-03 a Issue Date: 03/09/2018 JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. E \SPROFF� DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS �69185PE8� DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS C E �..• •.�P 111 SW Fifth Ave.,Suite 2500 � S M ...... CHECKED BY: M. STREB h :::5.."" Portland, OR 97204 �n ,`p e� CITY OF TIGARD OREGON C PAE0:503.227.3251 y9 U�� do CD PLOT DATE: 3/12/18 8:20am 3 N www..24.4681 f� FORRES� 3 PLOTTED BY: mandy.cooper SHEET OF M N 9 03/09/201 ADD-03 ExPIaEs s-so-zole �9�Ib DWG NAME: 17-1757 E2.dwg SITE PLAN - POWER 2 5 RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: Layoutt 1700395-XX ui .J 0 0 GENERAL NOTES: FEEDER SCHEDULE FEEDER SCHEDULE 1. PORTABLE PANELS ARE SPECIFIED BY THE PORTABLE COPPER:3 PHASE,3 WIRE+GROUND COPPER:3 PHASE,4 WIRE+GROUND MANUFACTURER. COORDINATE LOCATION PRIOR TO NOMINAL CONDUIT PHASE GROUND CONDUIT PHASE&NEUTRAL GROUND ROUGH-IN AND TERMINATION OF FEEDER WITH AMPACITY TAG SIZE(MIN) CONDUCTORS CONDUCTOR TAG SIZE(MIN) CONDUCTORS CONDUCTOR MANUFACTURER,. CONFIRM AVAILABLE FAULT CURRENT 20 203 112" (3)#12 #12 204 112" (4)#12 #12 FROM SHORT CIRCUIT STUDY AS PART OF THE SUBMITTAL PROCESS. PROVIDE GROUND RODS AT EACH PANEL. 30 303 1/2" (3)#10 #10 304 314" 4 #10 #10 40 403 314" 3 #8 #10 404 314" 4 #8 #10 2. PROVIDE CONCRETE PAD AT MDP AS REQUIRED. PAD TO 50 503 314" 3 #6 #10 504 1" 4 #6 #10 EXTEND 3"ABOVE GRADE. 60 603 314" 3 #6 #10 604 1" 4 #6 #10 70 703 1" 3 #4 #8 704 11/4' 4 #4 #8 60 803 11/4' 3 #3 #8 804 11/4' 4 #3 #8 90 903 11/4' 3 #3 #8 904 1 114' 4 #3 #8 100 1003 1 114" 3 #2 #8 1004 1 114" 4 #2 #8 110 1103 11/21 3 #1 #6 1104 11/20 4 #1 #6 125 1253 11/2' 3 #1 #6 1254 11/2' 4 #1 #6 150 1503 11/2" (3)#1/0 #6 1504 2" 4 #1/0 #6 175 1753 2" 3 #210 #6 1754 2" 4 #210 #6 200 2003 2" 3 #3/0 #6 2004 2" 4 #310 #6 225 2253 2' 3 #4/0 #4 2254 2112" 4 #4/0 #4 250 2503 2' 3 #4/0 #4 2504 2112" 4 250KCM #3 300 3003 2112" 3 250KCM #4 3004 3" 4 350KCM #2 350 3503 2112" 3 350KCM #3 3504 3112" 4 500KCM #1 400 4003 2 2" 6 #3/0 2 #3 4004 2 2• 8 #310 2 #3 450 4503 (2)20 6 #410 2 #2 4504 2 2 1/2" 8 #410 2 #2 500 5003 (2)20 6 #410 2 #2 5004 (2)31 8 250KCM 2 #1 600 6003 2 21/2• 6 250KCM 2 #1 6004 2 3" 8 350KCM 2 #210 800 8003 2)3' 6 500KCM 2 #110 8004 3 3" 12 350KCM 3 #210 1000 10003 (3)3' 9 500KCM 3 #210 10004 (3)40 12 500KCM 3 #210 1200 12003 4 3" 12 350KCM 4 #310 12004 (4)4§ 16 500KCM 4 250KCM 1600 16003 (4)40 12 750KCM 4 #410 16004 (5)4' 20 500KCM 5 #4/0 2000 20003 5 4" 15 750KCM 5 250KCM 20004 (6)4' 24 500KCM 6 250KCM 2500 25003 6 4" 18 750KCM 6 350KCM 25004 8 4" 32 500KCM 8 350KCM 3000 30003 4" 21 750KCM 7 500KCM 30004 9 4' 36 500KCM 9 500KCM 4000 40003 9)4' 27 750KCM 9 500KCM 40004 12 4" 48 500KCM 12 500KCM NOTES: NOTES: 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE PER PER WIRE SIZE. WIRE SIZE. 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET MAXIMUM 40% MAXIMUM 40% FILL FOR EMT, RMC AND PVC FILL FOR EMT, RMC AND PVC SCHEDULE 40. SCHEDULE 40. 3. ALL NEUTRAL CONDUCTORS ARE CONSIDERED CURRENT 3. FOR FEEDER RATINGS 100AMPS OR LESS,ACTUAL CARRYING,THEREFORE AMPACITY ADJUSTMENTS HAVE AMPACITY IS CALCULATED BY THOSE GIVEN IN NEC BEEN INCLUDED IN ACCORDANCE WITH NEC TABLE 310.15(B)(16), 60DEG C. 310.15(B)(3)(a)TO ACCOMMODATE FOUR(4)CURRENT 4. FOR FEEDER RATINGS GREATER THAN 100AMPS, CARRYING CONDUCTORS IN A SINGLE RACEWAY. ACTUAL AMPACITY IS CALCULATED BY THOSE 4. ADJUSTED CONDUCTOR AMPACITIES ARE CALCULATED GIVEN IN NEC 310.15(B)(16), 75DEG C. BASED ON THOSE GIVEN FOR 90DEG C CONDUCTORS IN ACCORDANCE WITH NEC 310.15(B)AND TABLE NEC 310.15(8)(16). FOR FEEDER RATINGS 100AMPS OR LESS, THE ADJUSTED AMPACITY SHALL NOT EXCEED THE 60DEG C RATING. FOR FEEDER RATINGS GREATER THAN 100AMPS, ACTUAL AMPACITY SHALL NOT EXCEED THE 75DEG C RATING. 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) 0 V T PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE RESTROOESTROOM RESTROOM RESTROOMRESTROOM E 1 2 3 4 5 6 7 8 9 10 11 12 13 1 2 3 4 5 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 100A 100A 100A 100A 100A o, 3 w 2003 2003 2003 2003 2003 2003 2003 2003 2003 2003 2003 2003 2003cwb cfw- 1003 1003 1003 LO r` __ iIMETER-- - I ---- --- SP4D --- ---- - --- ---- ---- ---- - ---- - --- ---- ---- ----- - --- ---- ----- - --- ---- ---- ----- -- i O CTs i 1603P 1 �l �P A \ SPA 1 SPA 1 HPOA l 2POA \ 2POA 1 2POA 1 �P A l 20POA 1 2POA 1 2OPOA 1 2P A l 2P A l 2P A \ 2P A l 2P A l HPOA 1 2POA 1 C> (1)5'C BY CONTRACTOR I I / J / / / / / l / 1 / I 1 / 1 I / / / J CONDUCTORS BY UTILITY UTILITY I I PANEL MDP 1600A, 208Y/120V, 30,4W,42 KAIC TRANSFORMER I I NEMA3R a GRADE TO UTILITY (5)5"C. BY CONTRACTOR SERVICE CONDUCTORS BY UTILITY POINT 0 a (1)5"C BY CONTRACTOR TRANSFORMER VAULT CONDUCTORS BY UTILITY BY CONTRACTOR T 3 600 SWITCH VAULT BY CONTRACTOR REFERENCE ONLY NOT APPROVED WITH THIS PERMIT r` r` ONE-LINE DIAGRAM - ELECTRICAL o E2A SCALE: N.T.S. N a ADD-03 0 Issue Date : 03/09/2018 i7 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. EPROFS DESIGNED BY: M. LOPEZ �1"EAS TTSD MODULAR CLASSROOMS 69195PE DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E2A . . E �••"�iiii 111 SW Fifth Ave.,Suite 2500 E 3 - ::SS..••" Portland, OR 97204 a CHECKED BY: M. STREB CITY OF TIGARD OREGON co -•-e9= PA E 0:503.227.3251 X99 �<Y '�, Z�2 PLOT DATE: 3/12118 8:20am ® F: 503.224.m f� FORRES� 3 PLOTTED BY: mandy.cooper a g 03/09/201 ADD-03 " " w .k°ff°°" �9!'a ONE-LINE DIAGRAM - ELECTRICAL SHEET 3 OF 5 M N EXPIRES 6-30-2018 DWG NAME: 17-1757 E2A.dwg RECORD NO. a REVISION DATE DESCRIPTION BY TAB NAME: Layout1 1700395-XX 0 0 NAC O3 (TYPICAL FOR EACH PORTABLE/RESTROOM) Os s 2 FA ANNUNCIATOR O EXISTING FACP IN TEMPLETON CORE DIALER V LEVEL 1 0 NOTES: 1. EXISTING FA ANNUNCIATOR IN TEMPLETON CORE. 2. 120V SOURCE FROM MDP. REFERENCE SITE PLAN FOR LOCATION. 3. CONTRACTOR TO VERIFY LOCATION OF NAC PANEL WITH FA VENDOR AND OWNER PRIOR TO INSTALLATION. NAC PANEL QUANTITY TO BE DETERMINED BY FIRE ALARM MANUFACTURER. 1 FIRE ALARM RISER DIAGRAM E3 SCALE: NONE iu 0 0 T NEUTRALBUS IN MDP E BONDING ROUND BUS JUMPER N MDP GRADE w #310 GROUND RODS �l / 0 clii 0 0 GENERAL NOTES: 0 a A. ALL GROUNDING CONDUCTORS SHALL BE BARE COPPER CONDUCTORS, PROVIDE PVC RACEWAY AS NEEDED FOR PROTECTION. B. SEPARATE GROUND RODS ARE TO BE PROVIDED FOR EACH PORTABLE/RESTROOM. REFER TO MANUFACTURERS DRAWING FOR FURTHER a INFORMATION. DO NOT BOND NEUTRAL AND GROUND BUS TOGETHER. NOTES: 1. PROVIDE THREE 5/8" GROUND RODS, 10-APART. 3 , GROUNDING SYSTEM E3 SCALE: NONE APPPRO NOTAED NCE WITH OIS PERMiT I i 0 N d ADD-03 Issue Date : 03/09/2018 i� JOB NO.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. E �,(� r m ��G 1 x�F�l/� DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS ::.... 69196PE DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E 3 E ...... CHECKED BY: M. STREB CITY OF TIGARD, OREGON .... _:... PAE L ' � �..• •.• 111 SW Fifth Ave.,suite 2500 3 .•..�• Portland, OR 97204 C� L '��` PLOT DATE: 3/12/18 8:20am N M Fc V 0:503.227.3251 y �Y '� F: 503.224.4681 f� FORRESS 3 PLOTTED BY: mandy.cooper SHEET 4 OF 5 M N 3 03/09/201 ADD-03 - www.koff.com ;91� DETAILS - ELECTRICAL EXPIRES 6-30-2018 DWG NAME: 17-1757 E3.dwg RECORD NO. REVISION DATE DESCRIPTION 113y TAB NAME: Layout1 1700395-XX 0 -------------- 0 ELECTRICAL PLAN REVIEW PORTABLE RESTROOM LOAD CALC PANEL 'MDP' LOCATION: OUTDOOR SWITCHBOARD VOLTAGE: 120/208 PHASE: 1 DESCRIPTION LOAD BKR CIR A B C CIR BKR LOAD DESCRIPTION CONNECTED VA DIVERSITY CALCULATED VA PORTABLE 1 17280 20012 1 34560 2 20012 17280 PORTABLE 11 LIGHTING 17280 3 34560 4 17280 EXTERIOR 84 125% 105 PORTABLE 2 17280 20012 5 34560 6 20012 17280 PORTABLE 12 INTERIOR 514 125% 642.5 17280 7 34560 8 17280 RECEPTACLES PORTABLE 3 17280 200/2 9 34560 10 200/2 17280 PORTABLE 13 THRU 10,000 540 100% 540 17280 11 34560 12 17280 OVER 10,000 0 50% 0 PORTABLE 4 17280 200/2 13 26830 14 100@ 9550 RESTROOM 1 MOTORS COMPRESSOR 17280 15 1 26830 16 9550 TOTAL 528 100% 528 PORTABLE 5 17280 200/2 17 26830 18 100/2 9550 RESTROOM 2 LARGEST 528 25% 132 17280 19 26830 20 1 9550 HEATING 15000 100% 15000 PORTABLE 6 17280 200/2 21 26830 22 10012 9550 RESTROOM 3 WATER HEATER 1650 100% 1650 17280 23 26830 1 24 9550 HEAT TRACE 500 100% 500 PORTABLE 7 17280 20012 25 26830 26 10012 9550 RESTROOM 4 17280 27 26830 28 9550 18,816 VA 19105.8 VA PORTABLE 8 17280 20012 29 26830 30 10012 9550 RESTROOM 5 TOTAL CONNECTED LOAD TOTAL CALCULATED LOAD 17280 31 26830 32 9550 90 AMPS 91.9 AMPS PORTABLE 9 17280 200/2 33 17280 34 SPACE 17280 35 17280 36 SPACE PORTABLE 10 17280 200/2 37 17280 38 SPACE 17280 39 17280 40 SPACE REFERENCE ONLY SPACE 1 11520 41 11520 42 SPACE 193720 184170 178410 ELECTRICAL PLAN REVIEW PORTABLE CLASSROOM LOAD CALC VOLTAGE: 208/120V AMPS: 1545.28 PHASE: 3 VOLTAGE: 120/208 PHASE: 1 WIRE: 4 CONNECTED VA DIVERSITY CALCULATED VA LUGS: 1600 MCB LIGHTING AIC RATING: 10K EXTERIOR 42 - 125% 52.5 BUS: 1600A INTERIOR 954 125% 1192.5 NOTES: RECEPTACLES THRU 10,000 36M 100% 3600 OVER 10,000 0 50% 0 MOTORS COMPRESSOR TOTAL - - 8832 100% 8832 LARGEST 3528 25% 882 HEATING 20000 100% 20000 33,428 VA 34565.3 VA TOTAL CONNECTED LOAD TOTAL CALCULATED LOAD 161 AMPS 166.2 AMPS PANEL SCHEDULE PORTABLES CLASSROOM LOADCENTER 0 ° DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION REFERENCE ONLY LIGHTS 477 20/1 1 7665 2 Son 7208 HVAC PANEL SCHEDULE PORTABLES RESTROOMS LOAD CENTER LIGHTS 519 20/1 3 7727 4 - 7208 - RECEPTACLES 900 20/1 5 8108 6 02 7208 HVAC 3 DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIFnON RECEPTACLES 720 2011 7 7928 8 - 7206 - ro LIGHTS 514 2011 1 8278 2 90/2 7764 HVAC RECEPTACLES 1080 20/1 9 1080 10 20/1 SPACE w - RECEPTACLES 540 2011 3 8304 4 - 7764 - RECEPTACLES 900 2011 11 900 12 20/1 SPACE LO SPACE5 1650 6 2011 1650 WATER HEATER SPACE 13 0 14 20/1 SPACE r, - o SPACE 7 500 8 2011 500 HEAT TRACE SPACE 15 0 16 20/1 SPACE - SPACE 9 0 10 SPACE SPACE 17 0 18 2011 SPACE N i SPACE 11 0 12 SPACE SPACE 19 0 20 1 20/1 SPACE 9928 8804 16873 16555 o VOLTAGE: 208/120V VOLTAGE: 208/120V CL PHASE: 1 PHASE: 1 5 �� WIRE: 3 WIRE: 3 LUGS: MCB LUGS: MCB a AIC RATING: 10K AIC RATING: 110K BUS: 100A BUS: 1200A - - - E NOTES: NOTES: a .o 3 H I Lo SCHEDULES - ELECTRICAL REFERENCE ONLY E3A SCALE: N.T.S. NOT APPROVED WITH THIS PERMIT C1 N a ADD-03 Issue Date: 03/09/2018 iz JOB No.: 1700395 9500 SW MURDOCK TIGARD,OR 97224 SHEET N0. N �� PR88 DESIGNED BY: M. LOPEZ TTSDMODULARCLASSROOMS 69195PE DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E3A U CHECKED BY.- M. STREB CITY OfTIGARD OREGON 111 SW FIRh Ave.,Suite 2500A Portland, oa 9720a 'c , a PLOT DATE: 3/12/18 8:20amIL—.�` E 0:503.227.3251 S,4 <Y � c� \ ® F: 503.224.4681 FORRES 3/911$ PLOTTED BY: mandy.cooper 04 to A3 03/09/201 ADD-03 "`""� `°" SCHEDULES - ELECTRICAL SHEET 5 OF 5 n owns s-oo-sola DWG NAME: 17-1757 E3A.dwg RECORD N0. 5i REVISION DATE DESCRIPTION BY TAB NAME: Layoutl 1700395-XX v 0