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Plans (74) CM S20 18-00002 CM S20 18-00003 CM S20 18-00004 CM S20 18-00005 CM S20 18-00006 CM S20 18-00007 CM S20 18-00008 CM S2018-00009 CMS2O18-0001O CMS2O18-0001 1 CMS2O18-00012 CMS2O18-00013 CMS2O18-00014 CMS2O18-00015 TTSD MODULAR CLASSROOMS i WALI 1 Y MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS SCHOOLS4ECEIVEP TIGARD/ OREGON OFFICE COPY MAR 1 3 2018 CITY OF TIGARD GENERAL SITE NOTES GENERAL UTILITY NOTES . . - BUILDING DIV/SION 41 = , - ° w e HMS ) SW Edgewood. 1. CONTRACTOR SHALL HELD VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO THE 1. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD `A\ i' - u o oPk5p, SW I= Igewcod St COMMENCEMENT OF WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. DRAWINGS AND INTERPOLATION OF PHYSICAL EVIDENCE ON THE SITE AND ARE , `° �e �t� - ° ° 1i ` CONTRACTOR IS RESPONSIBLE FOR VISITING THE SITE AND BECOMING FAMILIAR SUBJECT TO FIELD VERIFICATION BY THE CONTRACTOR. CONTRACTOR SHALL 0 d, o o +ftp ° ir o r"1. -/, WITH THE SITE CONDITIONS PRIOR TO BIDDING. VERIFY ELEVATION SIZE AND MATERIAL OF ALL UTILITIES PRIOR TO COMMENCING �.. ;,, i ° I 0 '` I�//, 0 ,.1 - ,r,��_ �� SW Hillview St e,.�, CONSTRUCTION. /� ./ -6 2. CONTRACTOR IS RESPONSIBLE FOR CONFIRMING THAT NEW FEATURES TIE INTO 4`�`_�VIII ,�/I`` o ' • '' o o ° I * 'a3 EXISTING SITE DEVELOPMENT, PAVEMENT JOINTS MATCH CORRECTLY, AND THAT 2. ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING �� o � o \ ''3 I Thrift Store O GENERAL DESIGN ELEVATIONS FOR NEW CONSTRUCTION PROVIDE PROPER CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS I es `` ' / • ° o /' o ``4 PAVEMENT AND DRAINAGE SLOPES FROM EXISTING TIE IN POINTS. REPORT SECTION OR ANY OTHER SECTION. I � "",„,,,l •>* ° ° ■ SWMcDonald SW McDonald Si SW McDonald St SW McDonald St SW McDonald St SW McDonald St DISCREPANCIES TO ARCHITECT PRIOR TO CONSTRUCTION. _ - J 3. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW ! a • �„ 3. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH CITY INSPECTOR(S). EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE SPACE 0 °-- PROJECT SITE CONTRACTOR SHALL NOTIFY CITY INSPECTOR(S) 72 HOURS PRIOR TO START OF PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT PIECE, OR e.I1 o o �/Q '; ca v, CONSTRUCTION. FITTING REQUIRED TO COMPLETE THE PROJECT. CONTRACTOR IS RESPONSIBLE , , 9 p ,+ i `r o .,. .. _. Hall Boulevard es FOR PROVIDING A COMPLETE AND WORKING SYSTEM. 00 . °�• PROJECT SITE `� Bapttst Church 4. DURING CONSTRUCTION, THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL O +t"'f 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 �' TWALITY �: SW Maung ,eW Ln OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 'z = 0 , ' SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. '�' • Q MIDDLE '� �i rn 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF , Q O / - ' „r 5. UPON COMPLETION OF THE CONSTRUCTION PROJECT, THE CONTRACTOR SHALL THE RULES BY CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE = SCHOOL ��, '"rte,• �'_ SW Geerlsi LEAVE THE PROJECT AREA FREE OF DEBRIS AND UNUSED MATERIAL. ALL DAMAGE OREGON UTILITY NOTIFICATION CENTER IS (503) 232-1987). EXCAVATORS MUST 0, •• ' ` 5 A CAUSED BY THE CONTRACTOR SHALL BE RESTORED TO AN "AS GOOD OR NOTIFY ALL PERTINENT COMPANIES OR AGENCIES WITH UNDERGROUND UTILITIES �� ei �' r t] " IN THE PROJECT AREA AT LEAST 48 BUSINESS-DAY HOURS BUT NOT MORE tr "� ` ' 10 BETTER CONDITION. - � , �� "' 11 THAN 10 BUSINESS DAYS PRIOR TO COMMENCING AN EXCAVATION, SO UTILITIES ^''�d �"'"�"® C o `��/'' 6. THE ENGINEER OR OWNER IS NOT RESPONSIBLE FOR THE SAFETY OF THE MAY BE ACCURATELY LOCATED. 1, ¢ � ` "! ,• Q . " SW Inez St / =z St SW Inez St SW Inez St CONTRACTOR AND HIS CREW. ALL OSHA REGULATIONS SHALL BE STRICTLY - lf°110r ."' ' f �� ,%,, _: ,a\ * o o _ryT.� 5. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND - ,_ i ' ,4 ••o / 0 ADHERED TO IN THE PERFORMANCE OF THE WORK. a c .. ,--. STRUCTURES LOCATED ON THE SITE. LOCATE, PROTECT, AND AVOID DISRUPTION ` "- , "- ` ` ' ' J /- -/////I1 •� T .. OF ALL ABOVE AND BELOW GRADE UTILITIES DURING CONSTRUCTION. i = , 2- ' ,�,,,,; 0 SW Pemlrc: k St Y rt 7. TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR THROUGHOUT e _ �.-. v • , , CONSTRUCTION. CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO CITY 6. ALL UTILITY CONSTRUCTION ON PRIVATE PROPERTY SHALL CONFORM TO THE A. TEMPLETON r0 «�` � fD '`'� OF TIGARD FOR REVIEW AND APPROVAL PRIOR TO COMMENCING CONSTRUCTION. LATEST EDITION OF THE OREGON PLUMBING SPECIALTIES CODE. ALL UTILITY :. / %e ° ` ELEMENTARY �j,a /o-` �� SW Pinebrook Dr SW Plnebroc k pc ' CONSTRUCTION WITHIN THE PUBLIC UTILITY EASEMENT SHALL CONFORM TO THE SCHOOL `app /0- 1 -_- 0 • SW Murdock St SW Murdock St \ 8. PROVIDE TEMPORARY MEASURES TO PROTECT EXISTING TRACK FROM DAMAGE DUE STANDARD REQUIREMENTS OF THE CITY OF TIGARD. +f / I�I1� �►� / J TO CONSTRUCTION ACTIVITY. ANY DAMAGE TO TRACK SUBGRADE OR TRACK SW MURDOCK STREET= G I I "11111Lit / O \ S ,.[et SURFACING SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT AT NO .nam _,..._ E -1.....y..„,017. ° ° James Tem 7. ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE. � a c, 4 Elementary Sc fool° At eckla Dr ADDITIONAL COST. • . a® / i"Imil►* / 8. ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE -_�4"t r' / ow UTILITIES UNLESS OTHERWISE INDICATED. Z ° (4 ' °_" low;. a ° , GENERAL GRADING NOTES .•`o , °�+�*� � /0 a Y� a� , 9. ADJUST ALL INCIDENTAL STRUCTURES, MANHOLES, VALVE BOXES, CATCH BASINS, Q . deg- - '0. -`Q �; �, 0,1 FRAMES AND COVERS ETC. TO FINISHED GRADE. 1. SURVEY OF EXISTING CONDITIONS PREPARED BY KPFF. THE CONTRACTOR IS °' -b° 0 a ? 5' C'fm RESPONSIBLE FOR FIELD VERIFICATION OF ALL SURVEY DATA. CONTRACTOR IS vl o Q a �aP ed {� 10. CONTRACTOR SHALL ADJUST ALL EXISTING AND/OR NEW FLEXIBLE UTILITIES \�� e �` RESPONSIBLE FOR ESTABLISHING RIGHT-OF-WAY LINES SLOPE EASEMENTS, AND C) ' (WATER, GAS, TV, TELEPHONE, ELEC., ETC.) TO CLEAR ANY EXISTING OR NEW o `° < < ALL HORIZONTAL AND VERTICAL CONTROL PRIOR TO CONSTRUCTION. a / n, t fD na GRAVITY DRAIN UTILITIES (STORM DRAIN, SANITARY SEWER, ETC.) IF CONFLICT s* SW Satter St SW Settler St SW Sattler St SW Sattler St SW e 2. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKING AND SHALL ARRANGE OCCURS. - / • SW H ,eW DrSW13ta burr FOR STAKING WITH A LICENSED SURVEYOR. STAKING WILL BE REVIEWED BY i - .v • ARCHITECT FOR CONFORMATION TO DESIGN PRIOR TO CONSTRUCTION. 11. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES FOR THE \ - • VA INSTALLATION OF GAS, ELECTRICAL, POWER, AND TELEPHONE SERVICE. # , t o SW Lodi L 3. ALL GRADES BETWEEN SPOT ELEVATIONS SHALT_ HAVE UNIFORM SLOPE UNLESS 12. BEFORE BACKFILLING ANY SUBGRADE UTILITY IMPROVEMENTS CONTRACTOR SHALL -s ��1` � SW Bellflower St OTHERWISE INDICATED. MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL BUILDING SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH ANDAf___)-' • �' a Q WALLS AND DOORS. SUBMIT TO ENGINEER AND ARCHITECT. ° '. ' o gjoir° 0. * o \ 1 . , o `� SW PIppen Ln Sie 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF ALL CONSTRUCTION. _ , _ \ I ( i ii-li ie i ' a N► �,The Church of 74' ADEQUATE SHORING BRACING, TIES, AND SUPPORTS SHALL BE USED TO PROVIDE 13. CONNECTIONS TO EXISTING STORM AND SANITARY SEWERS SHALL CONFORM TO , i�" -� C.+t J. -f•i. ..1 M 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 BYSCALE: 1" = 150' SCALE: 1" = 500' • CONSTRUCTION OR EARTHWORK OPERATIONS SHALL BE HAND RAKED SMOOTH 14. BEGIN LAYING STORM DRAIN AND SANITARY SEWER PIE AT THE LOW POINT OF AND RETURNED TO ORIGINAL EXISTING CONDITIONS. DISTURBED LANDSCAPED THE SYSTEM, TRUE TO GRADE AND ALIGNMENT INDICATED WITH UNBROKEN AREAS SHALL RECEIVE BARK DUST AND REPLACEMENT PLANTINGS. DISTURBED 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 SWALES GUTTERS CONVEYANCE PIPE DRYWELLS ETC. SHOULD BE CONTRACTOR SHALL RETAIN A SURVEYOR LICENSED IN THE STATE OF OREGON. BLDG BUILDING OVH OH OVERHEAD THOSE RULES ARE SET FORTH IN OAR 6. ALL DITCHES, / TIGARD, OREGON 97223 BEAVERTON, OREGON 97005 CONSIDERED ACTIVE STORM CONVEYANCES UNLESS OTHERWISE INDICATED. CB CATCH BASINP/L PROPERTY LINE 952-001-0010 THROUGH OAR TEL: 503-431-4016 TEL: 503-641-4100 CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STORM WATER DRAINAGE AND 16. PROVIDE SHOP DRAWINGS FOR SITE UTILITIES THAT INCLUDE SITE CIVIL, CL CENTERLINE952-001-0090. YOU MAY OBTAIN PP POWER POLE CONTACT: DAVID MOORE CONTACT: ANGELA CAFFREY DEWATERING OF WORK AREAS DURING CONSTRUCTION. ELECTRICAL, AND DATA LINES, CONDUIT, AND VAULTS TO ILLUSTRATE NO CO CLEANOUT P.U.E PUBLIC UTILITY EASEMENT COPIES OF THE RULES BY CALLING THE CONFLICTS. REFINEMENTS TO UTILITY LAYOUT AND DIRECTIONAL BORING CONC. CONCRETE PVC POLYVINYL CHLORIDE CENTER. CIVIL ENGINEER/PROTECT MANAGER: ARCHITECT: 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 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 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 CONTRACTOR SHALL RETAIN THE SERVICES OF A REGISTERED LAND SURVEYOR TO SURVEY NOTES FG FINISH GRADE SS SANITARY SEWER CO RESTORE THE MONUMENT TO ITS ORIGINAL CONDITION AND FILE THE NECESSARY 1. CONSTRUCTION LAYOUT (ALL ACTUAL LINES AND GRADES) SHALL BE STAKED BY FH FIRE HYDRANT SSMH SANITARY SEWER MANHOLE Dig ! Safely. ELECTRICAL ENGINEER: 1- SURVEYS AS REQUIRED BY STATE LAW. FND FOUNDATION A PROFESSIONAL SURVEYOR, REGISTERED IN THE STATE OF OREGON, BASED ON ST STREET PAE ENGINEERS the Oregon One-Call Center 3 COORDINATES, DIMENSIONS, BEARINGS, AND ELEVATIONS, AS SHOWN, ON THE G GUTTER STA STATION 9 522 SW 5TH AVENUE, SUITE 1500 0 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 PROVIDE RESTRAINTS TO HOLD PLASTIC IN PLACE. MONITOR PLASTIC COVER AS GL GAS LINE TC TOP OF CURB o0 PART OF CONTINUOUS EROSION CONTROL PLAN. PLACE SILT FENCE COMPLETELY GV GATE VALVE TEL: 503-226-2921 2. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE TG TOP OF GROUND CONTACT: MICHAEL LOPEZ AROUND STOCKPILE. HP HIGH POINT TP TOP OF PAVEMENT EMERGENCY TELEPHONE NUMBERS Lo HORIZONTAL POSITION PRIOR TO BEGINNING CONSTRUCTION LAYOUT. SEE SHEETS IE INVERT ELEVATION C2.1 FOR PROJECT CONTROL INFORMATION. TYP TYPICAL 0 10. TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE INV INVERT W WATER NW NATURAL GAS SHEET INDEX IMPLEMENTED. THE CONTRACTOR SHALL ADHERE TO CLEAN WATER SERVICES IRR. IRRIGATION 3. PROJECT CONTROL SHALL BE FIELD VERIFIED AND CHECKED FOR RELATIVE WM WATER METER M-F 7am-6pm 503-226-4211 Ext.4313 �]�r i STANDARDS FOR MINIMUM EROSION CONTROL MEASURES. THE ESC FACILITIES VERTICAL POSITION BASED ON THE BENCHMARK STATED HEREON, PRIOR TO AFTER HOURS 503226-4211 LP LIGHT POLE WV WATER VALVE sheet OFFICE C®111 o SHOWN IN THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED MH MANHOLE - Number Sheet Title i SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, ESC FACILITIES SHALL BE BEGINNING CONSTRUCTION LAYOUT. PGE 503-464-7777 UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT CENTURYLINK 1-800-573-1311 CO Cover Sheet CITY OF TICARD 0 4. WHEN DIMENSIONS AND COORDINATE LOCATIONS ARE REPRESENTED - C2 Site Plan SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE. DIMENSIONS SHALL HOLD OVER COORDINATE LOCATION. NOTIFY THE CIVIL CITY BUREAU OF MAINTENANCE 503-823-1700 REVIr.WA CODE 'rr.-.MPLIANCE CITY WATER 503-823-4$74 C3 Grading Plan a 11. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL ROADWAYS, KEEPING ENGINEER OF RECORD IMMEDIATELY UPON DISCOVERY. C4 Utility Plan Approved: I VERIZON 1-800-483-1000 m -�F THEM CLEAN AND FREE OF CONSTRUCTION MATERIALS AND DEBRIS, AND CS Details OTC: L PROVIDING DUST CONTROL AS REQUIRED. o C5 •Erosion and Sediment Control Plan pet /rY3►�o �-Q��C� [� 0 12. RESTORE DISTURBED AREAS FROM UTILITY TRENCHING AND AFFECTED AREAS CFA Erosion and Sediment Control Details Ar�r�rea•_ r 4'7 A ALONG NEW ASPHALT AND GRAVEL SURFACING TO MATCH GRADES AND BLEND A1.0 Code Analysis -Suite fF: cn IN WITH ADJACENT LANDSCAPING. Fl Classroom Foundation Plan & Details _ _ z. 2 FlA Restroom Foundation Plan & Details Ar, 1 r I o Rl ADA Ramp Plan & Details CMS2018-00002 14650 SW 97"AVE R2 ADA Ramp Plan CMS2D18-00003 14650 SW 97TH AVE El Symbols, Legends & Abbreviations CM52018-00004 14650 SW 97TH AVE E2 Site Plan - Power !II CM52018-00005 14650 SW 97TH AVE F m E2A One-Line Diagram - Electrical il. CM52018 00006 14650 SW 97TH AVE I E E3 Details - Electrical CMS2018-00007 14650 SW 97TH AVE rn C- CMS2018-00008 14650 SW 97TH AVE o10 E3A Schedules Electrical CMS2018-00009 14650 SW 97TH AVE ADD-03 r CM52018-00010 14650 SW 97THAVE 27z; aoo ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS CMS2018-00011146505W997T"AVE e : 03/09/2018 1 �o4 PRQFe JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 i CMS2018-00012 14650 SW 97Th AVE N CC- S CMS2018-00013 14650 SW 97TH AVE /°o , GIN �4 DES€GNED BY: J. ADAMS Q\ . �� EF yq TTSD MODULAR CLASSROOMS CMS2018-00014 14650 SW 97TH AVE • 79701 PE DRAWN BY: R. CADUA CMS2018-00015 14650 SW 97TH AVE TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHN Z 1g:if 111 SW ��"- -- t CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON +Z-' WNM Portland,dFOR 9ifth 7204 OREGON 2500 OREGON Q) o0:503.227.3251 DATE: 03/09/2018 E EL F: 503.224.4681 ,a ��• !0 1041 \ /� n. n. A. 1 www.kDff.cam 4 1 MARK p -p'1� PLOTTED BY: PDedyo COVER SHEET SHE£T. 1 °� NLi/ DWG NAME: 1700395-COV.dwg RECORD NO. REVISION DATE DESCRIPTION BY EXPIRATION DATE: 12/3120/9 TAB NAME: CO 1700395-XX 111 \ 1 1111111111111', "" 1 1\\\1\\\1\1\11\\\11\I ' . 1)__\\\\\\\\\\• \: \\ .\\A\,\-,-,H\\ ,t_I �� o �o �' vI ) ,\\1111111\1�' 111111\\1\\111 ��.� . oeo C �,, r - _ / f i i - -� 0 11\\11r1 cfk • _ 7 -V i 0 0 0 • Ito& TWALITY MIDDLE SCHOOL "' ; AUXILIARY GYM 7 js � 14 \ - o „ gill \\CIO , \ \ \\\"\\"\\"\\"\\"\\\""\\"\\"\\\"\\\\\U Po 1 ILL -30.06' 36' - 18' 36' - 18' 22'--.- N=132431.94 E=321781.90 N=132467.32 • • • • •' - - - E=321801.12 : '. ''"•� , :' • b FUTURE PHASE in + cc ` M i •• • : • .0:.. •-• .• .'\ • ,....++ � • R1 R2 : R3 R4 R5 . .]..' 0 ii, �� • wi,,i; V_ 111,iii . • ...- 1 . \ • ( i • V �' .l' 'e, 1, "6 I 2 93.08' Ni: • 0 Q , \ V 4p, . , M 11 -AS'HALT-OVERLAY N=132502.94 7' N=132877.52 _ �c� TO TRANSITION E=321862.71 N=132761.75 GRADS • �`E=3219• -k `- { :E=322048.19 0 • . 20 ; �� CLR _ . ,r0 CLR y • • • • BETWEEN BETWEEN F I . .. �s••• A. TWEE �•'.. 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M SHEET LEGEND 0 KEY NOTES SHEET NOTES U M Q i_ 0 -- - PROPERTY LINE # ASCRIPTION 1. SEE SHEET CO FOR ADDITIONAL SURVEY NOTES REGARDING LAYOUT. GRAVEL BASE D 1 ALIGN PATHS ACROSS TRACK 2. ALL DIMENSIONS ARE TO EDGE OF ASPHALT OR EDGE OF ' 5 '1in 2 ASPHALT PATHWAY GRAVEL, UNLESS NOTED OTHERWISE. rn ro 3 MODULAR RESTROOM 3. MODULAR CLASSROOM AND RESTROOM UNITS, AND THE o ASPHALT PATHWAY 1 4 NEW MODULAR CLASSROOM RAMPS, STAIRS, AND DECKS PROVIDING ACCESS ARE OWNER j C5.1 FURNISHED AND INSTALLED BY SUPPLIER. 0 5 RELOCATED MODULAR CLASSROOM J m 4. GRAVEL BASE PADS ARE SIZED TO ACCOMMODATE o I....••.••..••.••••••• 3 FOUNDATION COMPONENTS FOR MODULAR UNITS AND Q '••••••••••••'•••'••••• ASPHALT OVERLAY �'•'•'•'•'•'•'•`•'�'•`•'•'''••"•'•`• C5.1 ASSOCIATED ACCESS RAMP, STAIRS, AND DECKS. 5. FINAL CONFIGURATION OF RAMPS, STAIRS, AND DECKS MAY m VARY TO MEET ADA ACCESS REQUIREMENTS. Lb # MODULAR CLASSROOM ID P=CLASSROOM 6. MINOR ADJUSTMENTS TO GRAVEL BASE PAD SIZE MAY BE o R=RESTROOM REQUIRED IN COORDINATION WITH MODULAR BUILDING cn INSTALLER. 1 TREE TO BE REMOVED 1 7. PROTECT EXISTING TRACK SURFACING FROM DAMAGE DUE TO Q CONSTRUCTION ACTIVITY. T3 "CI I- d REFERENCE ONLY Cl- c, m NOT APPROVED WITH THIS PERMIT I c O)cn Q N.-) ADD-03 Issue Date : 03/09/2018 r.--- m ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS f �REp PROFFS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 Q\ ��,�`'�� t �F�%yam DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS _ / `- @ 79701 PE l DRAWN BY: R. CADUA ADD 03 c2 1 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS li; 1 .----...e._....-••••".......1---- CHECKED BY: P• DEDYO CITY OF TIGARD, OREGON ) No/ kipuff 111 SW Fifth Ave., Suite 25001 o Portland,OR 97204 OREGON 03/09/2018 O:503.227.3251 DATE' L.� d F: 503.224,4681 LI A ��• 10 1��, co www.koff.tom '10 c��0 PLOTTED BY: PDedyo SITE PLAN SHEET 2 OF 4 MARS DWG NAME: 1700395-SITE.dwg RECORD NO. N EXPIRATION DATE: 12/91/2019C2 1700395-XX REVISION DATE DESCRIPTION BY � 1 TAB NAME: \� I 1 1 1 11111111 1111111 "" l11111111111111111111�� . 6 of -275r I1 111111'11 ' 1 1 1 ' 1 11111111111/ I / 'L- -275 __---- v / 275-- / ] _- 1111111111111 �� 1 0 l I , q -- LQ, -_ r -275 _ \ ,y�F-- r 1 1 i'1�MIN Io - 1111 I1 _r�5- -` - 0 0 �, d i ;r •�, 0 r I - t, / trii ° �. �k:f •k j �'�k j „,..; \ $t 0 .2 • \' TWALITY MIDDLE SCHOOL j m i K.),•> ---- TWALITY --- _ / , _ N. AUXILIARY GYM 7 � ` __- -- _- __ __ __ - - - _ ____ ____ \` f. / _ - 275- - .� ,�s //\>5.. =0 __, 4 „,.._ ____ __ _ _ __ __ __ _ __ __ _ __ _. ..... f ,• - ' / 7111r- \�\\�� ' -- _ _ _274- - - - - - - - _ - - - - - - - - -- - _ - - - � � 274- - �� \ \ \\,\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ i� � iiiiii_ _ - \� �\'‘.....-•••••, \ MATCH TOP OF o V - - ------ \\ \ \ - - 274- CURB ELEVATION 1 -- Ell \ `' •• /FUTURE PHASE27365 \ 27420 27475 v / :: .. - - N. . 11::41i4 ;•. 275.33 / p _ r \ \ 1 R 273.57 / 274.900 * .. I • }:. ;,. '•��•__' ♦ 1 +�; / _ • • --•: • �' \ \ . ., \ s. /; / 274.46 74.15 \ 1 ,. •::•::• • `� 1 275.30 / `� v� �'� �f 1 \ 1 1 - \ / 274.15 ■ ® ■ ■ ■ • Ira - \ 1 '`1 ,i.)._ ! I • 274.93 / 99• \ ` 1 ------ )\ MATCH DECK ELEV / / i i i i i i 1 - _- ii \ \OF COVERED WALK • i / 11 1 11 / I?� l / / ,r 274.00 r r r _ \ 11 1 ( c& 8' WIDE PATH MEETING 1 ( ' �,f , ( 274.38 274.00 • - . -_ . . - . - - - - - - - - 27�' \ 4 1 1 ADA REQUIREMENTS I • • �` -` •k` I t . 273.9D 273.90 273.90 1 Of,, ;�► 1 1 273.90 273.90 273.90 i. M 1 1, I •.r • ... • h . L •J.'._- V• • •.� • 9. r .: l •• • • • • :1: \ r + II \ ! r P` I II \OF. I / cv • • . i. • • ... . RI1 I rfig 1 1 I � • • • • 1 i •• / ,, \/Z- --.... ......, -.,_ f 11 1 {. I t 1 I l\N1 li \ \ > 1 1 11l \_ i \ i r_ \ 1 1 / / l \ , 1 MATCH DECK ELEV 1 n i 1 \ n • \ .� �'- ,• 272.92 . 272.92 �• / / - 272.93 • � / 2 •1' OF COVERED WALK } lk o� \:;' \ \ 272.92 :272.92 272.924,\ 272.92 272.92 272.92 272.92 4--N:--441tieV \ \ . :272.92 ; `_ 272.92 L . : ' _ r / / / / \ / ��:��; � , \ - • � . . . .. . , .. 1.5� . . 72.85 • �' / / / \ ��, + � ,,1+ � `\ \ ® Ili : i . ' .. it � ' - - _ - // , I I/;/ ,4111k-1/4,'' 40. \ 1•• 0:` 1� ` \ .. - 1 • • • t .. - / // I / / ® RAMP MEETING \r,` \\\ •\ \ \ \ 272.85 • 7 272.85 . • ' 272.85 • . 272.85 - .` : • '` .'; ' • 272.85 272.85 • '• .'i ' . 272.85 : / ' -272 // / / / / / // % �� ADA REQUIREMENTS ��` \\\ \ \ • •�.r • :Z72�.• • , . . . S - 1 / •/ 1 •// /// �I� O \ L�t\ ��: tet. 0 % --- • / °�n� 44 N. rjQ SP i �y R • N. N. \ - . • • , // // / /////// itrr v�' '10.11 <- \ , \ 2...... 2� ` " •lr+ \ ` � _ \ / \ - -272- - � \ / / / / / / � / ��? ` a \ a r \• 7 SEE SHEET NOTE 8 ' � - - - - - - - � _ - - - - _ - - - - - - - - - - - _ - - - - - _ 4 _ - - - _ - - - - - - - _... ..._ - - - - -- - - - - - - --- - - - - - - -- - -•- - - - -273-- - r - -- - - -/ / / / fir . N ► =4 - - - - - - - - - - - _ - - - - - - - _ 11/4: \ ..--s ilk \ \ _ _ \ �,+a\wJ'\\ \ \ t_ ._` �/' 111 � ��1�'__ I'// / 267! 268\2�D. \� . 275-1� 1 . \\ ...... `..... ---.. •-..._ 4- ---- _.-- • „...- --- ---- ---• - ---- z' - . i � 6+ \ `\ 1ilk _ �` .' - i► � - - - - - - - � - ` '�.�� ` -- mac# - - - r �� - - � ��- � �� - - _ - _ - - � � � � � � �� / �das \�� \lk ` --�f ��S- - - }�-Ca�.'1�-'2 "V I., 1 Sky, _ _ _ _ _ _ _ i -o _ t r -- - - - * . /I\ \ `ip \-111 jib - �� - _ 1 =-= r r r. \ + fi4 �j - �1 * - - � - - �� ,r��+s - - •\r - { -- ,iii - - - ? - - - -- r- - - -. ?� -+� -- �`i` ��,.�. - - �'l� !l '��.. - - - --,,,.._-__45,a,i~� F - yr r J � _ � ,� �i a - _r �tj3��j�j�� - ��/\� /I!!1 - - •`s- - - -r ' T- ...--• ----- _ SCALE- lisi • gift3,..,- -4r• - __ _ _0•,� = 7o.��. - -" - - ��, ��` - - - f G/'1L�C~ 1INCH = 20 FEET i/ ,.. ......._se.,F �4 ` ftp . --- \-... INIV.SW ; kt r ' "�ti'--# i \`2 _ �$ \ ( ' _ _ !2. 6'- 20 0 20 40 a:\-'1 \ /\\---- C_' SHEET LEGEND GRADING LABEL LEGEND SHEET NOTES CO Q DRAINAGE FLOW DIRECTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL GRADING NOTES. o-, ``�"� CALLOUT DESCRIPTION -c) - -49- - -.. _.._. ..... EX. CONTOUR MINOR 2. SLOPES PROVIDED ON SLOPE ARROW ARE FOR REFERENCE u 50 EX. CONTOUR MAJOR X.% GRADING SLOPE AND DIRECTION (DOWNHILL) ONLY. 1 Lc-) SPOT ELEVATION 3. LANDINGS ON ACCESSIBLE ROUTES SHALL NOT EXCEED 2% a DESCRIPTION LISTED BELOW. IN ANY DIRECTION. No NO DESCRIPTION MEANS TP OR TG 7 r'1-i 4. ALL ACCESSIBLE ROUTES SHALL COMPLY WITH CURRENT ADA o XX.XX XX ACCESSIBILITY GUIDELINES FOR BUILDING AND FACILITIES i (ADAAG). TC TOP OF CURB Q TG TOP OF GROUND 5• GRAVEL BASE PADS DO NOT HAVE TO BE LEVEL, AND CAN j TP TOP OF PAVEMENT FOLLOW EXISTING SLOPES. m -(XXX.X±) EXISTING GRADE 6. UNDER MODULAR CLASSROOM UNITS, ADJUST FINISH GRADE s! (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. 2 I �, 7. UNDER MODULAR RESTROOM UNITS, ADJUST FINISH GRADE OF GRAVEL BASE PADS TO DIRECT SURFACE RUNOFF NORTH 0 OR SOUTH TOWARD AREA DRAINS. -a 1 8. ADJUST GRADING OF LAWN ON UPSLOPE SIDE OF MAIN � ASPHALT PATH TO DIRECT SURFACE RUNOFF TO NEW AREA DRAINS. 1- m i- E 9. ADJUST EMBEDMENT DEPTH OF GRAVEL BASE SECTION TO 07 N MAINTAIN SURFACE RUNOFF TO EXISTING DRAINAGE 0 o STRUCTURE. ADD-03 a Issue Date : 03/09/2018 0 F - ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS 1 J O f 11/ \�� PR��S`Clad_ JOB No.: 1700395 9500 5W MURDOCK,TIGARD, OR 97224 ) �� v\ �o DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS r ' a F y �� 79701FE 9 4. l DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ADD-03c3 1 .----,c... "---- -` CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON 1 Z WP 111 SW Fifth Ave.,Suite 2500 ) E; o oortlansos 0 325104 OREGON DATE: 03/09/2018 I 11,7 Fi_ li! F: w.Afa�asal '°�Ul°`' 1o� °°��.�o PLOTTED BY: PDedyo GRADING PLAT EFEI�ENCE ONLY s' A ° A '� N �1A RK DWG NAME: 1700395-GD.dwg NOT APPROVED WITH THIS PERMIT RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE. 12/31/2019 I TAB NAME: C3 1700395-XX _________ 4•4..., 1111 / / ' Y °NU `11 l 111\1111111111111'11 111111111111111111111 111111111' 11 ' ' l 1\l ,11'" 'I ', ]11111111111�� I �0 s, 11I11 �111111\1\ -\ : I f1. I 5 ` :111**416.: IIli1110 0 0 ,i} ? w r0 S 5,.: 1 - [55] [SS] [SS] [SS] [SS] 0 [� [5S] - o,TWAL1TY MIDDLE SCHOOL mC'\7'‘('‘ \o AUXILIARY GYM " SD COTG-20 " SD COTG-21 SD COTG-22 SD COTG-23 i\ s �� 1E 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 _ _o \\\,\ `r` ' / S=2.24% - S=2.27% S=2.34% S=2.22% ® ® <\ 1111111 I 1111II111111111IIIll1111111I11I11111111111I I\1 " '\ \I\\ SURFACE FOR ED 4"OOUT 272.31 (SE) ��\% - o DOWNSPOUT, TYP. 33 LF - 4"SD 4" STUB TO CONNECT TO EXISTING 8" SANITARY � MANIFOLDOF (5} 1" WATERS=2.00% SURFACE FOR ''s NIE 6 IN=266.90 (NE) ` SANITARY, TYP.SERVICELATERALSTO EACH ® f FUTURE PHASE MOOM WITH GV ® C ] S COTG-27 \\ - _ F I 411 IE 6" OUT=269.27 (SW) . `yc `\ B 2" GV { ^w w V"�{r w • "� A-,--- N 1SD AD-13 �� `" C-i,/ ____ S=1.00% ] C I ] C mss. u� 237 LF -- 6"S I I I I SD AD-141 " � `� O SD AD-10 I - 5-0.50% _ - _- --- IE 4" OUT=271.54 E /` - - - S=0.50% - _ " O �� _ I �� RIM=272.75 -72 LF - 4 SD G IE 4" OUT=272.12 (NE) 108 LF - 6"SD '. '''-(v I ________ -1\ \ 15 LF - 4"SD SD AD-11 SD COTG--25(:)''' lej4C # S=6.57% I RIM=273.04 IE 4" IN=271.64 (NW) moo. s �,,,\----.• • -(- IE 4" OUT=272.00 (SE) IE 4" IN=271.64 (NE) _ ss -� .'- _ I 3 LF - 4"SD \ IE6" ouT=27l.55 (sw) I 7 1 8ss ;Auk I o S=19.82%f 0 .. - I u [ 111.J I El‘, t'_ = . SD COTG-26 SD AD-12 c 1 - I �; IE 4" IN=271.11 (NW) RIM»273.00 ,I _ I �< Wavy! 6, :IEEE iE fi" IN=271.01 (NE) IE 4 OUT=272.Q0 (SE) oco� �`\Z- T r IE 4 IN=271.10111.0(1( 1 (SW) c3 LF - 4"SD -- - I a < IIR " S-10.11% / // o tia IE 646:: OUT=271.01 (SE) 7 C ] ro, 1 N - 73,0. 11I xda y, N.. I • Ns I N NL N. 1 I NII N ‘ I , , , . / _ - k 235 LF - 2"W I ,�, - �, ��G I '2 � Nii 0 L _1 , 4. it".4\,.... ..i. _ 1 _ _ L _ _ _I - `� 1• L_ - - + 1 L_ _J / _o _ /- - � t� Iliiiiii i- n 1111111 111111 n (111111 1111111 1 111111 ,� ill; v `\e 1 Gy A,:s ..... 1 „ ,. 4pd s O DowNspour �,� �� SPLASH PAD, , !Gy %�� CONNECT TO EXISTING CB TYP. "Baoo 4 - �°S� � � ��p 70 � y��. �� IE 6" IN=270.50 (NW) } `��r_ 0� �� if Z . ,. O � ,,\/,`,:t, %a2 \` ` • ` [�D] [SD] [SD] -[SD] [SD] [SD] [SD] [SD] - [5b] [SD] -[SD] [SD] [5D] [SD] ISD] ----- [SD] `CONNECT TO EXISTING CB ` " / �r,a� sem. i E - / IE 4" IN-270.50 (w) �_ 0 / I t ------ II"; ., N D V / 7 �� sa 8, _' ii s A5� 4141101MEM MMM MMM MMM MMM MMM MMM MMM MMM MMM MMM 11111MM MMM MMM MMM MMM MMW---- 010 \ .4 \ \ 1 n1114F - gkillidi.. • °tg4:flAigle;:11 :b' \"4.6: a✓ �pSZ\ w; ,` ; O C c NA-- ';''''i •14 it\f41°!1‘. cio, ' lk;) • . ' it"..4 ,Aii."1 \t-),, 0 , +� I v' �s iEa tt r. s o, �, 11 ;111%► ✓ s Illi - ----; s 0 j �" mss- ° - ''�y �� ... 6 �� - - r��1 .. SCALE 1 INCH = 20 FEET (*‘8 ,/ i %yo J' 0yfi II ' he ,...7.7.- f y �' '40 Or ZIP liNI At 2" 0 \ \� iii 20 0 20 40 _ .... v. U UTILITY LABEL LEGEND 0 UTILITY KEY NOTES SHEET NOTES 0, STRUCTURE LABEL STRUCTURE TYPENOTE DESCRIPTION 1. SEE SHEET CO FOR ADDITIONAL GENERAL UTILITY NOTES. UTILITY TYPE (SD-STORM DRAINAGE, S=SANITARY CALLOUT DESCRIPTION DETAIL REF. S D 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. L STRUCTURE TYPE CALLOUT COTG CLEANOUT TO GRADE 6/C5.1 CONNECT TO COLD WATER SYSTEM. SEE PLUMBING n STRUCTURE ID NORTHING EASTING GV GATE VALVE o XX XX-XX ��ID NUMBER {WHERE APPLICABLE) W PLANS FOR CONTINUATION. SIZE AS NOTED. 3. COORDINATE LOCATION OF UTILITY LATERAL STUBS SERVING h AD-10 132540.59 321864.62 N=XXXX.XX STUB STUB RESTROOMS WITH MODULAR RESTROOM SUPPLIER. COORDINATE i- E=XXXX.XX ]-••••---LOCATION (WHERE APPLICABLE) B BORE UNDER TRACK TO PROTECT TRACK SURFACE UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL o AD-11 132586.15 321887.18 RIM= AND DATA INFRASTRUCTURE SERVING NEW MODULAR UNITS. i IE IN = XX.X STRUCTURE INFO (WHERE APPLICABLE) II UTILITY CROSSING, PROVIDE 12" MIN. CLEARANCE, AD-12 132634.29 321911.01 UNLESS NOTED OTHERWISE. 4. SUBMIT SHOP DRAWINGS TO ILLUSTRATE COORDINATION OF � IE OUT = XX.X AD-13 132714.68 321950.82UTILITY TRENCHING AND LAYOUT WITH PROPOSED ELECTRICAL PIPE LABEL AND DATA INFRASTRUCTURE SERVING NEW PORTABLES. Ed AD-14 132835.19 322010.29 UTILITY LENGTH 0 COTG-20 132567.40 321844.29 # UTILITY SIZE o COTG-21 132601.26 321861.06 XXLF - XX" XX -UTILITY TYPE cn COTG-22 132615.79 321868.25 S=X.XX% - SLOPE (WHERE APPLICABLE) o COTG-23 132649.65 321885.02 a) COTG-24 132663.95 321892.10 o COTG-25 132649.25 321921.77 eL REFERENCE ONLY � � COTG-26 132552.73 321873.98 NOT APPROVED WITH THIS PERMIT a) N COTG-27 132675.43 321922.74 o ADD-03 o4 N Issue Date : 03/09/2018 N o ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS J O � �/ ��EQ Q��Ff..ms) s JOB No.: 1700395 9504 SW MURDOCK,TIGARD,OR 97224 N V\5� G 1 N F `S�O,y DESIGNED BY: J. ADAMS ) ilq:Iff �� <C, 4)F4) ql TTSD MODULAR CLASSROOMS ADD-03 c 4 79701 PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ) Z 'L' '-: :: f....., ""-..;;Ie; CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON v WP111 SW Fifth Ave., Suite 2500 } o Portland,0R97204 OREGON 03/09/2018 0:503.227.3251 DATE: �► L b= F: 503.224.4681 ,o ��• rio,zo�1 O PLOTTED BY: PDedyo SHEETA OF A www.icDff.com 9G1 MARK 0' UTILITY PLAN 4 1- DWG NAME: 1700395-UTIL.dwg HI RECORD NO. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: U131/2019 I TAB NAME: C4 1700395-XX -- 3" 1/2" DENSE GRADED MEDIUM DUTY 15"± SQ. TRAFFIC GRATE. LEVEL 2 HMAC TOP OF PAVEMENT RIM=PER PLAN _ 3" MIN --8" MIN COMPACTED (WHERE SHOULDER BASE COURSE APPLICABLE) }„ TOP OF GROUND WIDTH (WHERE APPLICABLE) ~--' PER PLAN ^' 1 7-EX. GRADE II II I r I I , ,•,• T /_.-0•„°, ° , 0 °O*0°0 0 .00 • . °°° °0 •„°,, • 0'.6„°° a0•00 •• 0° °0•a° .00 0 . O° PIPE SIZE APPROX. 3"-4" ° °° `,4/04„,„_.' ° p a°.° ° °° .0 ' ',20_;,- ° °•° ' ° ° ° °•° 0,00.4,6\ ENGINEERED FILL ° - Q2.°0 ° °� • ° ate- PER PLAN STRIPPING DEPTH °°•°0 .a'0°°°° °=°°•� °°•p°° •°°`°0 °• °al�I3 00 °�,,,,0 °.0,60° °°117711 0 •°D '°° 11�n + � ,. \W\8, �-.I -1111=111--- 111___1119 I I�I I FITII�IMI I I�! I ITII 11ml I Iml I I�•I I I�I I I ! ( II I I� 1�I I I� �� IIIA 3" — 1 1-1 1 .— _-1 , . -! 1 1_I , ! i I—III—� E '- NOTE 1 MN I11E11 I i 1 " COMPETENT, \-GEOTEX11LE / 1111 . "'�'�: 12 -----]—IE PER COMPACTED 12"�. PLAN SUBGRADE % 111111111111111-� 4" COMPACT SUBGRADE '\ li��1111�I� II1� /i;� ASPHALT PATHWAY \/\\-1 1 I—f7=1 1 1—,/, / I NOTE: SCALE: NTS 1. 10 GAGE STEEL PLATE, BITUMINOUS COATED, AS MANUFACTURED BY GIBSON STEEL BASINS OR APPROVED EQUAL. 0 AREA DRAIN SCALE: NTS —6" MIN COMPACTED BASE COURSE /-EX. GRADE I HARD SURFACE 1 LANDSCAPE AREA i ,4° o�° °0 •° •°M °.°o —°°oop'°�°.0°o patlo.°p '0°-..°0 ° p c,- �°•apc° n . 0•°o•ap °' n° s\ CAST IRON FRAME AND I MECHANICAL PLUG APPROX. 3"-4" • � ° °° °� "�° � -0-0"•° o• ° °° ° n° ' 0 ° °• 0 ° ' 0 • °°° °° °° ° ° 0o°°'°04. ° ° ° •°° ° ° •° ° °COVER TO FINISHED I WITH GASKET STRIPPING DEPTH T"=!'�°4i—�• lal�� `° — !T!--- ITf—Tc�' i� -4-1-1-2 ,41--,--=- GRADE 11 !�!— GRADE IN PAVED AREAS =-1V=111=11 [7_-:1H=111- 111=111.4 11-770-1 I [JUN I4 HRISER O.D. Iill l 1 CAST IRON FRAME AC PVM'T OR CONC. PAVING + y2" MIN. SET IN CONCRETE COMPETENT, GEOTEXTILE OR OTHER SURFACING Il COMPACTED } SUBGRADE \ -:111-':-----111:—F__19; MAX. GRAVEL BASE f I=1,I - 2" MIN. °',.°,'. ',... :..i....:,„,'-,;--7r . > ,6" MIN. - • q..°0 , ! . • #4 HOOPt .p I CENTERED IN 3000 SCALE: NTS 4' -" o I I-PSI CONCRETE PAD. ° i �a °°•anoO °D 4" MIN. 1 ;0'4°.°0 PROVIDE y4" MIN. °° ' .°.:°.:.`, CLEARANCE FOR e o CONCRETE PAD --1/2" DENSE GRADED, � AND RISER PIPE �JLEVEL 2 HMAC. °° . •RISER PIPE PLACE IN 2" MIN OR 4" MAX LIFTS. popI 0'4 .0% • ° ° o 0 Q] °'''''.° ` -EXISTING ASPHALT 'p o •/ .0 . TRENCH BACKFILL o ° \< ' . ;c K c j‘--'‘. WYE BRANCH ° % Q,° o 45' BEND 1 1 IFIL— I 1=1 11 1� III=11 —I I II 1 t,I I )_11 �I I I Id i l-I 1 / /0'°0•0c 1 J 1 1 ! 111^1 '! 1 1-1 I -. 11-111-1 "- CARRIER / °•°0',° PIPE / ° r INSTALL PLUG WITH — — — r! GASKET IF END OF `,' LINE _ ,. . .0 .0‘7,-. -0-0... . .-0 .„-o.6.. .-000 ,,,,77-_ ASPHALT OVERLAY — --��SERVICE CONNECTION aoD •Oo°0 00 • . 0 ° a° . D ' ° ' IF REQUIRED SCALE: NTS 0 BEDDING MATERIAL RESURFACING MATCH NOTES: EXISTING PAVEMENT PAVED UNPAVED 1. CAST IRON FRAME AND COVER SHALL MEET H-20 LOAD REQUIREMENT. 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"0 AND LARGER, RISER PIPE SHALL BE 6"0. :'.:.: V / A II Lo v /./// m 4. RISER PIPE MATERIAL TO MATCH CARRIER PIPE MATERIAL. •°°a°°p•o° °°° .°0•p0 °° •o° °°o •00'-`� Q °O•°Q ° ° •00'00 °•° '°°'°�e ° °6° •°°• ° ° •°° CLEANOUT COTG ° ° ° ° ° °_.a° ° ° ° °° � • °°°_ ,�\/ //\ i�� 12" � a CD 11/ 1/ t /\`i \/\j\j,\j \\% � "0°°o e° °/ / /\ /\\j. p SCALJ \\'` /�\�\\\\J\\\\\,:„..°0. a / / �\ \\\/� aZ I. 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A / * _— _ TIr`:y s - - .-.^ -- r _;� w l -_ - ~ .'11 '911•M4'. IIM [_ - \285= �'� - - - - �* - - - -s- - - - •' 1: 7 - - - '-��.- � - � . - - - - - �,- - �o— _ — _ _ � {�eloi ^ - - - _._ __ - SCALE- _ 1 INCH = 20 FEET L lik / *4 -- ir„illirilit ,, ti \\ ___\ - _______,__ / it 7 7 6-1 �P-F �, �� -/ EROSION CONTROL LEGEND SHEET NOTES \ `. A u �•f� / – – — — LIMITS OF DISTURBANCE SHOWN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) 4. CONTRACTOR TO COMPLY WITH EROSION CONTROL NOTES ON \ ,o \y, / . – I ■ OFFSET FOR CLARITY PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT COVER PAGE FOR MINIMUM EROSION CONTROL REQUIREMENTS ��' ti� / ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF AND INSPECTIONS. ;o \ v� +�* w� --- --- ./.#' -- ` – ----- — 164 -- EX. CONTOUR MINOR ROADS, RESTRICTORS, CHANNELS, RETENTION FACILITIES, v \ / / – UTILITIES, ETC.). 5. DISCHARGE POINT FROM THE FIELD SITE IS SOUTH TO THE ,cn 'c� \ -�� \ \ ,/ / – – r — — 165 -- - EX. CONTOUR MAJOR CONVEYANCE SYSTEM THAT ENTERS THE PUBLIC STORM 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 0 1( )( )( TREE PROTECTION FENCING CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND 6. TREE ROOT REMOVAL MAY INTRODUCE UNANTICIPATED SOURCE EL (REF. LS PLANS) APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS OF SEDIMENTS. CONTRACTOR USE CAUTION AND PROPERLY 7ESTABLISHED. DISPOSE OF TREE ROOTS OFF SITE WITHOUT ALLOWING ANY Cil-+V j��j�j��j�j�j�j��j�j9 STRAW WATTLE SEDIMENTS FROM LEAVING THE PROJECT LIMITS. i X6.2o 3. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE -_-$0,„. 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 1 ..m.0.410..m.0.410,-� 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 WATER STANDARDS. %• �:�� INLET PROTECTION C6.2 o1 a TREE TO BE REMOVED aP 1-• 0 0 � m �- REFERENCE ONLY Lc E NOT APPROVED WITH THIS PERMIT o ADD-03 %o Issue Date: 03/09/2018 300 ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS .0\ ��D PROFe JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 c\I �V5 ��, 1 N�r� /O,yq DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS ----No (".....,, ..MIN) ``' r R. CADUA ADD-03 79701 PE DRAWN BY: ) c 6 0 TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 1 ) .e.-� �' CITY OF TIGARD OREGON ) z v 1q3fif CHECKED BY: P. DEDYO 1 ,� 111 SW Fifth Ave., Suite 250D ▪ o IP Portland, OR 97204 OREGON 03/09/2018 Li! DATE: °:503.227.3251 JS. 20�, p PLOTTED BY: PDedyo �� A a A F: 503.24. 681 i0 10, row www.k° °°m �U� c�o� EROSION AND SEDIMENT CONTROL PLAN N DWG NAME: 1700395-ESCP.dwg RECORD N0.s REVISION DATE DESCRIPTION BY I EXPIRATION DATE: W3V2O�9 I TAB NAME: C6 1700395-xx m O 0 rri 46„- 1.-00--6-,...7\.100--07--V4;09,,Zt/0g.--*-,XL4-7-067-0_!-r7r,V414 M\‘ !•;lll\lr rd, r/rP-1.**r 92011 1!V;Ir'`!--I'4,zi' 1!ilff lrr�!--'`�1 i�b: . '..riti,, ,/ - lig..,.i- WOOD STAKE till`. '' 1 °-- (TYP.) `ltilK-2,1) ,tel t.w*.- ---.rer..*-c704,-,,,.. -.‘---13s400-!-Kit----!:‘,-4,F-' •-, fi�jl/�_f�rliLf:.�t --0-7094,40....7#•,-7001,...,--049c6•,L :iL ,_,&011-70.1-- Y'�'r0....01 ir-��;�[-fir' s ADJACENT ROLLS •-i-- r!/,r_r rf,� it .41 —~ rr�t�:R- r,+ a#iii,'.- '-r' SHALL TIGHTLY O �� oe--- y0 EiLG%''��r _ ABUT - -,%"`1' F`-o �a\'.�tz:`l'�l' i Cllr ill' 4'1[ti ter_ 10---or�r/�� n 0 0 '`''`�`~* ► PLAN VIEW WOOD STAKE (1" SQ. MIN.) STRAW WATTLE (8"-10" DIA.) / INBED WATTLE 3"± INTO EXISTING GROUND SURFACE Z;, ' TO PROVIDE CUTOFF � : `� EXISTING SLOPEa �, jy 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. 01 STRAW WATTLE ON SLOPE SCALE: NTS 2 EACH FOAM-\ DUMP STRAP C\ — EXPANSION RESTRAINT (Y4" NYLON ROPE, 2" FLAT WASHERS) - DUMP STRAP 1<---,...?��.�� 1" REBAR FOR BAG I "' BAG DETAIL REMOVAL FROM INLET ,N.- ! g+ 1h+ ,5�:•*'4'0 `�� + .+ ii0+\ r cp co- REGULAR FLOW ikti .,;,fti,,,;\Sti:�``%l\:s�',\';%,a;_ ' l,5lrl+l\+1115+^W. /i% •s '' SILTSACK� \ i" Q, \ :, DUMP STRAP cs vi o oFPTH, w IIA cn ° . In 6 O e .• Q a e /1 e Q e _ � ! a4 a d' 4 A Q .a ittli O NOTE: 0 1. DO NOT USE HIGH i FLOW INSERT BAGS. Cl) 1 � " ° INLET SEDIMENT PROTECTION -15 7:3 SCALE: NTS 1 0d I— co REFERENCE ONLY o NOT APPROVED WITH THIS PERMIT No ADD-03 j Issue Date : 03/09/2018 1---. Do ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS 1 /l 1// JOB No.: 1700395 9500 5W MURDOCK,TIGARD,OR 97224 - o "<<-% P ROFFS i ("'•---, ----'") ��Go � ��0 N F��%yq� DESIGNED BY: J. ADAMS TTSD MODULAR CLASSROOMS ) -- c6A R. CADUA ADD-0 79701 PE DRAWN BY: 1 i TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS J Z �_ - _ CHECKED BY: DEDYO CITY OF TIGARD OREGON l 111 SW Fifth Ave., Suite 2500 E,; oIF Portland, OR 97204 OREGON 03/09/2018 1 O11q3ff :503.227.3251 DATE: w w°D �om81 ,ogU`G`. 10, '1V;\ PLOTTED BY: PDedyo EROSION AND SEDIMENT CONTROL DETAILS SHEET 7 OF ..1- MARK DWG NAME: 1700395-ESCP-DTL .dwg RECORD N0. REVISION DATE DESCRIPTION BY I EXPIRATION DATE: 12/31/2019 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. nil. - - 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) STAFF 26 CLASSROOMS=26 OCCUPANTS,OR 26/2=13 EACH GENDER ALLOWABLE AREA: 9,500 SF PER TABLE 503 J WATER CLOSETS 1 LAVATORIES GROUP E I TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF < 9,500 SF = OK MALE FEMALE MALE FEMALE FIXTURES REQUIRED 440 @ 1:50 1 440 @ 1:50 440 @ 1:50 440 @ 1:50 l SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF 9 9 9 9 INFORMATION �� FIXTURES PROVIDED 8 8 ° ,. ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK WATER CLOSETS 4 12 „f ' URINALS 1 8 N/A .I BUILDING II - CLASSROOMS ea IBI UNISEX 3 FOR STAFF USE 3 FOR STAFF USE \ • SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT / I • DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER 1 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 / • ' ALLOWABLE HEIGHT: 40' (PER TABLE 503) 907 SW Stark Street Portland OR 97205 USA tel 503 226 6950 fax 503 273 9192 ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) www.dowa-ibigroup.com www.ibigroup.com ALLOWABLE AREA: 9,500 SF PER TABLE 503 / TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF <9,500 SF = OK / iiIIl SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF / INFORMATION ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK ir <s, gE� ), / f BUILDING III - CLASSROOMS • W JAMES M4346 FITZPATRICK b Digitally si ed by James M. SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT ' ..co Fitrpay o7 4/IIIp PORTLANDOREGO2fe f1, Bo3. 15:oe:o3-OE'OD' DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER • � O SECTION 903.2.3. I USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS / BUILDING IV OF 0 CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 /IG,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 111111rilall'b ;' TOTAL ACTUAL AREA: 1,694 + 1,694 + 1,694 = 5,082 SF <9,500 SF = OK / / 0.4,,, / t: �: j SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF / ^° ♦. INFORMATION STAFF RESTROOM UNIT `` N CONTAINS / ♦•♦ / 0 ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK • 12 (3)ADA ACCESSIBLE WATER / ♦• l9 Ts, CLOSETS WITH (3)LAVATORIES '1 •`FOp / }, BUILDING IV- CLASSROOMS ��/ le `♦RooR j(1)LACTATION ROOM WITH (1) • . F it .... LAVATORY • / ♦.ry�M Si. SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT �. ♦ ♦ F O }� DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER SEE STATE OF OREGON ,♦. • Alvi, ! ♦. i ♦/) SECTION 903.2.3. APPROVED DRAWINGS ♦. / �/ 7 �/ - / i/ ♦. BUILDING 11 ,/ cn 0 USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF CLASSROOMS ' ° 7' 777 " ,082 SF ` EACH STUDENT REST OOM UNI .it q � % CONTAINS • • `i M �- CONSTRUCTION TYPE: TYPE V-B PER TABLE 5034 % O ALLOWABLE HEIGHT: 40' (PER TABLE 503) BOYS ADA WATER CLOSET •'•�� , �� •`` >4 O g (2) URINALS` U I LD I N G • / `•♦ ' i 1-1 (2)LAVATORIES . ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) 1 ,51 1 SF / •♦•♦� q / U O GIRLS CC ALLOWABLE AREA: 9,500 SF PER TABLE 503 (1)ADA WATER CLOSET �' ' / 414f / O (2)STANDARD WATER CLOSETS • • i c 7.: TOTAL ACTUAL AREA: 1,678 + 1,678 + 1,678 + 1,678 = 6,712 SF < 9,500 SF = OK (2)LAVATORIES % Jo r9',q / ♦RO`R� EXISTING PORTABLE CLASSROOMS THAT WILL BE RELOCATED / 2 likor j ,SEE STATE OF OREGON tit.�, • ♦. rr� ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK APPROVED DRAWINGS X41 / ;'q q C BUILDING 1 ► , L IU Co cn w A. d ,082 SF U C.3 / , / �� O O I` a l BUILDING V - RESTROOMS / 41.1410r ,moo •♦• ,° 0 0 25 SUMMARY: BUILDING IS SINGLE STORY COMBUSTIBLE CONSTRUCTION. IT iiiipt, • ♦� r 2 o DOES NOT HAVE AN AUTOMATIC SPRINKLER SYSTEM THROUGHOUT PER ♦'♦ j / Om 47; j [LI SECTION 903.2.3. �� / •♦' jE �♦ Ss M / [n o USE & OCCUPANCY: EDUCATIONAL GROUP E CONSISTING OF RESTROOMSI • • ♦;gyp / O p O ♦R�p -- o v7 u7 / I F- / ► •♦R"rod, �--; �= : / u] CONSTRUCTION TYPE: TYPE V-B PER TABLE 503 ` F c o ALLOWABLE HEIGHT: 40' (PER TABLE 5D3) �/ 41 % ♦•♦%' a) • ALLOWABLE NUMBER OF STORIES: 1 STORY(PER TABLE 503) Q�,�/ BUILDING �/ 1 / phase Portables 1 ALLOWABLE AREA: 9,500 SF PER TABLE 503 Q��/ 5,082 SF �' Permit Set TOTAL ACTUAL AREA: 302 + 302 + 302 + 302 + 302 = 1,510 SF < 9,500 SF = OK ,4*• / date 03.09.18 SEE STATE OF OREGON APPROVED DRAWINGS FOR ACTUAL SF / / SI INFORMATIONrevisions :re ' i ACTUAL IS LESS THAN ALLOWABLE. THEREFORE, BUILDING 'I'AREA IS OK / c / • / : ..-:, , •: , rn wi CODE ANALYSIS ADD-03 Mw [L ani, Issue Date : 03/09/2018 G in N -7-- CVE!) co�I A1 . O PORTABLES SITE PLAN 0 SCALE: 1"=30'-0" I/2"4'x 5" LONG W/3" EMBEDMENT INTO PRECAST PAD TYP 2 PLACES r 1/2") x 4 1/2" LONG BOLTS W/ _ 11/2" LP WASHERS ® 32" O.G. 64'-0" `� t- �K AND 6"FROM EACH END 1/2"0 x 4 1/2" LONG BOLTS ' �"yyy• • (2) #3 BARS EACH DIRECTION 4x6 PT HF#2 POST W/ 11/2 WA5FILRS ® 32 e,11 BOTTOM BARS TO BE 1" CLEAR TOE-NAILED TO BEAM PADS O.G. AND 6"FROM EACH END 6'-0" 6'-O" 6'-0" 6'-0" 6'-0" 2' 2' 6'-0" 6'-0" 6'-0" 6'-0" 6'-O" / OF BOTTOM I MI, I M L • / / / / i i / i i i 16" BARS TO BE ASTM A-65, GRADE 60 l� F + W / U + 1_21",,...,,_ PT WOOD SHIM AS NECESSARY 1 / 2x12x24" LONG PT HF#2 WOOD PRECAST 16" SQ, x4" PAD W/ 2X12X12 PT OVER; REINF. GONG. PAD, CENTERED ON 4x6 POST AND 8x lb GMU BLOCKS t--� NAILED TO 2x12 I ALT: 2xI2x24" LONG 1 0 ! • 1;11 PT HF#2 WOOD PAD 7 7 -I 1 1 I- -I I- - I- -1 7 - 7 i x . •(a. •tr• •L;1• •Lh• -ra• -Na• .N- "4 -PCI. .NJ. IJ • x L 1_ _1 _ 1_ _1 _ \ 3/Fl 1_ ___I LJ L _ LJ L _ LJ _• J rTh PRECAST PAD DETAIL 6 M/L SUPPORT, STANDARD 6A M/L SUPPORT, OPTIONAL 1 Scale:1/2=1'-0" F1 Scale: 1/2=1'-0" F1 Scale: 1/2= 1'-0" 2 OR 3/F1 2/F1 (1\- ' '� 4/F1 -r--. I/2"P BOLTS THRU BOTTOM PLATE 4/F1 I- - - -I I- 7 —1 (2 PLACES EA. PAD, 1/FI) �� ACCESS PER NOTE #8 �4x4 POST AT PADS � —® 7-. -17 - _ 1 I 1 I ! F I — #1.711 1►�il 1�, I�il I►�il i► il i►wil 3►`�I I►��I l��+l I� �I i��l I. Ir��I '4 1 X I - I g �16"x 1b" REINFORCED I_�BLOCKING I BLOCKING L •- _ - - - - - - - - - - - J L — _ 1 L — _. J CONCRETE PAD TYP., 1/FI Q, 4x8 H.F. #2 MIDSPAN 4x8 N.F. #2 MIDSPANel'p p p p -4 --- --�- -.9� BOTTOM PLATE _ SUPPORT BEAM SUPPORT BEAM • $'-0" �, $'-O" 8'-0"eit.' / 8'-0" �� 8'-0" 8'-O" / 8'-0" $'-O" '/' JAGKSTAND JACKSTAND - GORNER PAD VIEW B-B 16" SQ. x I" POLY PRECAST 16" SQ. x4" 0 5/F1-3 PADS 10/F1-6 PADS 2X4 PT TOP 4. BOTTOM PLATE �� „ - z 1--• GONG PAD, i/FI N PAD, ALT: 2x12x24 N -f, REINF. GONG. PAD, 5/F1-3 PADS • LONG PT HF#2 WOOD 9 4X4 PT POST AT PADSt PAD4I 7/F1 g 2x4 H.F. PT STUDS ® I6 O.G. � �_� � 1 • 1 W/ SHEAR WALL PER NOTES 2X8 BLOCKING ad 1 1 I 1i1 I �_ 1 b" WIDE GALV. " MAX. MESH 1 4X8 H.F. #2 MIDSPAN 1 2x8 PT BLOCKING I3 -- - v - I -- I - © - - - - I FROM SKIRTING TO RUNNER W/ SUPPORT BEAMW4xPTH.F.*2HIDSPAN � � 1_ _I,, �- � � J � � � � � � h: *f t 1 1 , SALV. STAPLES T$B 4X4 HF#2 POSTSUPPORT BEAM W/SHfMS ATTACH 2X4 PT PLATE W/ I TOE-NAILED TO IIX.N....-37-t--------____-- 8x16 GMU BLOCK 1--id I �--L-J z BOLTS PROVIDED IN PAD, I/FI BEAM $ PADS • PRECAST Ib" SO. x4" i - 2x12x24 LONG P.T. HF#2 o �' Y7- . GONG. PAD, ^ 2/F1 2/F1 WOOD PAD W/ 2x4 OVERi' I� B N CENTERED ON 4x4 POST - I ALT: 2x12x24 LONG 2X4 P.T. RUNNER W/ t -\‘_ AND NAILED TO 2x12 PT HF#2 WOOD PAD 120d STAKE EA. END _ TiA -.0 EXTERIOR WALL DETAIL �MIDTSPAN SUPPORT, STANDARD laMID-SPAN SUPPORT, OPTIONAL —�:. I I I;�I; MI ;: I; FA1 TIM Scale: 1/2=1' 0" 1 Scale:1/2=1' 0" F1 I Scale: 1/2=1'-0" - — — 11311..11 — VENTING PER NOTE #7 CM BLOCK 9 r -1 ' I - -f/lb" SKIRTING " NOMINAL SHEATHING W/8d 4"/12" ^ 2/FI I I r �, W/ WATERPROOFING TO 5" ABOVE © 0 © L I L J GRADE. FLASH OVER EXPOSED WATERPROOFING OR USE UV STABLE r 7.71 7 - 1-—I I- —1 T. - 7 I— - WATERPROOFING PRODUCT. J N0 �' °° Jr I"' °" "" 'X'• "x' I7° El VIEW A-AEFLOOR STRUCTURE FLOOR JOIST, TOE-NAILED TO I J L- J - J J - J L_ J L J _ J _ I.- -Il BEAM ( PT 2X4 W/(2)IOD AT EACH JOIST I HOOD SHIM AS NECESSARY ' - \�\`� PT 2X4 48" D.G.W/ U24 EACH END 4x 8 H.F. #2 MIDSPAN BEAM PT 2X4 RUNNER NAILED TO PLATE ■ �■�■ 't 1: 8x16 GMU BLOCKS I FOUNDATION PLAN PT 2x4x12 LONG POST p W/ IGD 6 O.G. '._ PRECAST I6 SQUARE x 4 �Ip� /BEARING BLOCK, NAILED TOF- I/FI PER PLAN '+ _ ++DEEP REINF=0RGED CONCRETE rBEAM iI: PT POST. CO :, Scale: 1/4 - 1 0 .C:11 -0 A ,ri` A PAD I'�� PT 4x4 HF#2 POST TOE-NAILED10 �, `I' I TO BLOCK OR GMU BLOCK 1 2x12x24" LONG PT HF#2 WOOD NOTES: 1- 4° ATTACH BOTTOM PLATE TO PAD PAD W/ 2X4 OVER CENTERED ON 1. USE THIS DETAIL WHERE REQUIRED TO MEET GRADE. 2 _ W/ I/2'4? EPDXY BOLT MIN. I" PT 4x4 POST AND NAILED TO PT 2. MAX. SUBGRADE TO GRADE HEIGHT IS 36". EMBEDMENT 2x12 OR I6xl6x4 GONG. PAD STRUCTURAL NOTES: CLASSROOM C, OPTIONAL CORNER DETAIL s MID-SPAN BEAM SPLICE (\ BACKFILLED WALL DETAIL I. GENERAL: (U) 0 Scale: 1/2=1'-0" F1 Scale: 1/2"=1'-0" F1 Scale:1/2=1'-0" 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS ■ AND OTHER MODULE CHARACTERISTICS PRIOR TO BEGIN OF _41 CZ -IP-- FOUNDATION INSTALLATION. MINOR VARIATIONS OF DIMENSION DO NOT CHANGE THE FOUNDATION DESIGN AND INSTALLATION REQUIREMENTS. • N SOIL ANCHOR PER NOTES, 2. DESIGN INFORMATION $ LOADING: • SHEET F-1• 2.1. BUILDING CODE 150, 2015 - RISK CATEGORY 11 E GROSS-DRIVE HI SHOVEL FLOOR ML RIM JOISTS FLOOR STRUCTURE C ROOF COLUMN 2.2. ROOF LIVE LOAD 40 PSF, SNOW PLATE SHOWN. 2.3. FLOOR LIVE LOAD 40 PSF OR 1,0004 GONG. Ca G HOOD SHIM AS NECESSARYPT HOOD SHIM AS NECESSARY 2.4. WIND CRITERION 115 MPH, EXP G, Kzt=1.0 PLAN [ PT 4x4 HF#2 POST 4x I6 GMU BLOCKS 25. SEISMIC CRITERION SDS=1.0, SITE CLASS 'D', CATEGORY V' an TOE-NAILED TO RIM 2,6. SOIL BEARING 1,500 PSF B 3. CONCRETE: IJOISTS 5 PT PADS I 3.1. DESIGN COMP-STRENGTH 2,500 PSI STRAP PER ANCHOR MANUF. //. 'f r 3.2. REINFORCING BAR YIELD 60 KSI sJ 4, MASONRY: Z b 4. I �/ I �I �I � 1I 4.1. BxlbxB UNITS ASTM G-q0, GRADE N 1 gli o -- � -6" (7YP z I I I I I 4.2. SET UNITS W/GORES VERTICAL NO MORE THAN 3 HIGH, PER PLAN W • F4) SOIL ANCHOR PER NOTE _ ! 5. HOOD: El 5.1. ALL FRAMING MEMBERS OF THE FOUNDATION SYSTEM SHALL BE o SHEET F-I 1----1 1----1 i-----1 'T 1 SPF-STP OR BETTER, UNLESS NOTED OTHERWISE. 41 Z_ C7_ ) li g ,........„„1------i I 2x12x36" LONG 5.2. WOOD SHEATHING SHALL BE P.T. " NOMINAL APA RATED 32/16 0 c 6 hi �.. PT PLATES (3) 2x12x-12" LONG PT PRECAST I6" SQUARE x 4" DEEP STRUCTURAL HOOD SHEATHING. z m WW p:.• 1 le6C7 �HF#2 HOOD PADS PAD, 5/F2, PER Fl 5.3. ALL WOOD IN CONTACT OR WITHIN 8-INCHIAES WITH SOIL SHALL BE , " PRESERVATIVE TREATED. � 4 ! ANCHOR DETAIL 10 M/L POST SUPPORT, STANDARD 10a M/L POST SUPPORT. OPTIONAL 5.4. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL LI is _ BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED TO THE m g F1 Scale:1/2=1-Q F1 Scale:1/2=1' 0" Fl Scale: 1/2-1 0 GALVANIZING HEIGHT AS SPECIFIED IN IN ASTM A 153. 0 55. PROVIDE I8" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED HOOD MEMBER. 6. SPECIALTY ITEMS: 2 z 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# 0 0 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE (9 cc -_—_10 „„ 6; SPECIFIED BY THE MANUFACTURER FOR THE SITE SPECIFIC SOILS AND Z N > Z a O - S a SHALL CONFORM TO THE FOLLOWING: Cc om., if' < z tFLOOR STRUCTURE 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150# W/ AN ULTIMATE U z , ti �- STRENGTH LOAD OF 4,125 #5 U rn z N I 62.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE oQ cCT-� 0 ° N ,11 PT WOOD SHIM AS NECLJARY BUILDING. __ J J u.' Q o a bx lb CMU BLOCKS >- J a PT 2x4 TOPS BOTTOM PLATE 6.23. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS H — ' FULLY BLOCKED AND LEVELED. v1o c'' o 4On 14xb PT POST ® MIL PADS TYP 62.4. ANCHORS TO BE ONE OF THE FOLLOWING: Q c a Ix z p PRECAST 16" SQUARE x 4" DEEP 62.4.1. 'AZTEC' DRIVEN ANCHOR W/ INTEGRAL STABILIZER PLATE OR • * P R 0 Q I- /� PAD, 5/FI, PER Fl 'MMA-35' WMMASD2'STABILIZER PLATE INSTALL VERTICALLY. ,910. �'A, ��F A ()FFs� U = a o N 1 INSTALL (2) AT EACH LOCATION PER PLAN. c��' Tp 14, l� •(F., �G4 NfF io x a „•,1 O • i •:c1 ;� y a z - 6.2.4.2. '4430' AUGAR-ANCHOR SET VERTICAL W/"MMASD2' . <,1 `•*`. r , 2327 P Co . 6 I/4' �-ATTACH BOTTOM PLATE TO PAD STABILIZER PLATE INSTALL VERTICALLY OR 'MMA-II' i4 '�s19 `'r i�.'�' ,' ` © r 3 '` W/ BOLT PROVIDED IN PAD W/INTEGRAL STABILIZER GAP. • �'J ! • M/L EXT.COL.SUPPORT 63. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURERS l��a�T �,9 • 9578 ,; • s OREGON �.., REVISION DATE:06/29/2017 RECOMMENDATIONS. 1� • Fp c • 0 �� ex„..' F r23, F1 Scale:1/2=1 0 f,i. INSTALL A CLASS I VAPOR RETARDER OVER THE GRAWLSPAGE AREA �N Bg1 '\ At. "" W. B \G F 1 TO EXTERIOR OF BUILDING. [-RENEWS:09/30/2018 1 EXPIRES: DECEMBER 31, 20171 SHEET: 1 OF 1 1.2. PROVIDE CRAWL SPACE VENTILATION PER IBC CODE AND LOCAL fIV1SilvIIKF ALDOUS1 1 i ADD-03 Issue Date : 03/09/2018 J SOIL ANCHOR PER NOTES, ° SHEET F-1. 1/2"fix 5" LONG W/ 3" EMBEDMENT Z CROSS-DRIVE W/ SHOVEL fINTO PRECAST PAD TYP 2 PLACES PLATE SHOWN. PLAN --"). -4 .... o' T ' �(2) #3 BARS EACH DIRECTION 8" BOTTOM BARS TO BE 1" CLEAR OF BOTTOM 1STRAP PER ANCHOR MANUF. 16 BARS TO BE ASTM A-65, GRADE 60 -1' .• '• t SOIL ANCHOR PER NOTE ° ° SHEET F--1 ,,,'f4._.7 _,__I__,A rm PRECAST PAD DETAIL 4 _ ANCHOR DETAIL F 1 Scale: 1/2=V-0" F1 Scale: 1/2=1'-0" i� —(9--- 1/2"0 BOLTS THRU BOTTOM PLATE — AUGER SOIL ANCHOR (2 PLACES 0 EA. PAD, 1/F1) ° PER NOTES. 4x4 POST AT PADS �.--V I FI X11 x ° I J �l. l r \t16"x 16" REINFORCED CONCRETE - ., 26 -0 L - - L , J PAD TYP., 1/F1 -4-- �S BOTTOM PLATE PLAN 51-0" 5'-4" 51-4" 51-4" 5'-0" CORNER PAD VIEW B-B C d' I' 0' / \ I/ 2X4 PT TOP & BOTTOM PLATEI 07 STRAP PER ANCHOR MANUF. CONC PAD, 1/Fl II 4X4 PT POST AT PADS 1- \ rf -��'A L _J I2x4 W.F. PT STUDS © 16" O.C. l' �� 1 — L— _J L— J a n W/ SHEAR WALL PER NOTES 1 -AUGER SOIL ANCHOR I 6 WIDE GALV. A", MAX. MESH PER NOTES. Igr' CD fa) ‘i 1- 1 11 FROM SKIRTING TO RUNNER W/ &:',::_GALV. STAPLES T&B iii —1 2 OR 3/F1 I� ATTACH 2X4 PT PLATE W/ BOLTS 2/F1 'kJ4 PROVIDED IN PAD, 1/F1 ACCESS PER NOTE #8 4/F1, TYP. r ' S7 OA _ UPLIFT ANCHOR DETAIL _B B Scale: 1/2=1'-0" LTJ 4A/F1 , TYP. LEJ 2X4 P.T. RUNNER w/ VENTING PER NOTE #7 13'-0" 120d STAKE EA. END -- / / •. (--2 EXTERIOR WALL DETAIL2/F1 7 F1 Scale: 1/2=1'-0" `n oCD 0 al tvj�� - F 7 I— 4, 4• I— —I CMU BLOCK \ -,� L J L - I- J I- J _ I °N 7 7 r 7 7/16" SKIRTING 31 111 .3: 10'-2411 14'-24 .4 L_9 L J 1 4' .r' a' 7 , VIEW A-A d FLOOR STRUCTURE Cii)FOUNDATION PLAN >rr�1C) � � WOOD SHIM AS NECESSARY Scale: 1/4" = 1'-0" ""�"` C 8x16 CMU BLOCKS 1 PRECAST 16" SQUARE x 4" DEEP .0 '0 AfT/2"tr-REINFORCED CONCRETE PAD I 0m " 4ATTACH BOTTOM PLATE TO PAD CD W/ 1/2" EPDXY BOLT MIN. 1" 2 _ EMBEDMENT O OPTIONAL CORNER DETAIL V F1 Scale: 1/2= V-0" Illt °15 STRUCTURAL NOTES: CLASSROOM 0 o 1. GENERAL: 6.3. INSTALL ALL SPECIALTY ITEMS PER THE MANUFACTURER'S RECOMMENDATIONS. CO G 1.1. MODULAR BUILDING MAY VARY BY MANUFACTURER. VERIFY DIMENSIONS AND OTHER MODULE 7. VENTING: 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. Om 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. . 2.2. ROOF LIVE LOAD 30 PSF, SNOW 8. ACCESS: z 2 15 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. - � o Z im PI 2.4. WIND CRITERION 110 MPH, EXP B, Kzt=1A 8.2. PROVIDE 18" MIN. CLEARANCE UNDER FROM SOIL TO UNDERSIDE OF ALL PRE-MANUFACTURERED Z 11 g 1 ,!,, 2.5. SEISMIC CRITERION SDS=1.0, SITE CLASS 'D', CATEGORY 'D' STRUCTURE. E u A g 2.6. SOIL BEARING 1,500 PSF 8.3. PROVIDE 12" CLEARANCE UNDER FOUNDATION MEMBERS. LIW ° e id 3. CONCRETE: 9. SITE CONDITIONS: Z 0 = n 3.1. DESIGN COMP.STRENGTH 2,500 PSI 9.1. FOUNDATION SUBGRADE TO BE 4-INCHES OF ROAD-MIX GRAVEL OVER UNDISTURBED NATIVE C7 d . .11 3.2. REINFORCING BAR YIELD 60 KSI SOILS OR STRUCTURAL FILL, PAVEMENT W/GRAVEL BASE, OR 4" CONCRETE,. w m W Op 4. MASONRY: 9.2. STRUCTURAL FILL TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR DENSITY PER ASTM C7 r E 4.1. 8x16x8 UNITS ASTM C-90, GRADE N 0-698. U w - gb 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%. EE m 8 P � 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.z" NOMINAL APA RATED 32/16 STRUCTURAL WOOD SHEATHING. 5.3. ALL WOOD IN CONTACT OR WITHIN 8-INCHES WITH SOIL SHALL BE PRESERVATIVE TREATED. z ° 5.4. CONNECTORS USED IN PRESERVATIVE TREATED WOOD MEMBERS SHALL BE STAINLESS STEEL OR 0 0 ,,, - HOT-DIPPED GALVANIZED TO THE GALVANIZING WEIGHT AS SPECIFIED IN IN ASTM A 153. N 2 I LI'- 8 a 5.5. PROVIDE 18" MIN. CLEARANCE FROM SOIL TO UNDERSIDE OF ANY UNTREATED WOOD MEMBER. z 0 < O - 6. SPECIALTY ITEMS: Z 6.1. METAL PIERS TO BE CAPABLE OF SUPPORTING 6,000# < Fes- DZ r 6.2. SOIL ANCHORS SHALL BE "MINUTEMAN" IN CONFORMANCE WITH THE TYPE SPECIFIED BY THE D "' �OQ d N MANUFACTURER FOR THE SITE SPECIFIC SOILS AND SHALL CONFORM TO THE FOLLOWING: IT oC J 1 o 6.2.1. DESIGN WORKING STRESS LOAD OF 3,150#W/AN ULTIMATE STRENGTH LOAD OF 4,725# 0 .D < ; o 0 6.2.2. INSTALL GROUND PORTION OF THE ANCHOR PRIOR TO SETTING THE BUILDING. Q X cc z 6.2.3. CONNECT ANCHOR TIES TO BUILDING ONLY AFTER BUILDING IS FULLY BLOCKED AND LEVELED. . LD Q a 6.2.4. ANCHORS TO BE ONE OF THE FOLLOWING: '\C" � P ROP I- _ •• w 6.2.4.1. `AZTEC' DRIVEN ANCHOR W/ INTEGRAL STABILIZER PLATE OR 'MMA-35' A. c�G I NE,` i'�' , n L. m W/'MMASD2'STABILIZER PLATE INSTALL VERTICALLY. INSTALL(2) AT EACH LOCATION PER / 2 7 ;WI A Al/ o 2 PLAN. FOR INSTALLATION IN SOIL OR GRAVEL. y a °z 6.2.4.2. '4430' AUGAR-ANCHOR SET VERTICAL W/"MMASD2' STABILIZER PLATE INSTALL VERTICALLY /4/: 0 i )Evo' ar€:iz Zoic OR 'MMA-91' W/INTEGRAL STABILIZER CAP. 4 Cep g4� <<` r23, \ 6-) F1A 1N W. gR, CAJsers\dean\Documents\0-MODULAR\xx01-PM\201701\1701.22-12x26 MOD-RR\201701.22.1-12x26 MOD-RR-Fl°dw9, 12/27/2017 4:36:23 PM, ANSI full bleed D (34.00 x 22°00 Inches), IEXPIRES: DECEMBER 31, 2019I PMS SHEET: OF 1:1 ADD-03 Issue Date : 03/09/2018 o CODE COMPLIANCE GENERAL NOTES, a N a ALUMINUM MODULAR RAMP & STAIR SYSTEM CONFIGURATION 1111 W H W 1. IBC 2015, CHAPTER 10 COMPLIANT 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER ASSEMBLY THAN PRODUCTS PRODUCED BY WELCOME RAMP SYSTEMS. INC. PRODUCTS PRODUCED THE V} ff 2. ANSI Al 17.1-2009 COMPLIANT STANDARDS SET FORTH IN THESE DRAWINGS AND ACCOMPANYING DESIGN. LI n TYPICAL COMPONENT SIZES 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN RESIGNED TO MEET IBC �] 'af w Z omo t"6�`; 3. RAMP SLOPE, MAX.RISE = 1:12 (VERT/HORZ) REQUIREMENTS. THE VERTICAL DESIGN LOADING CRITERIA IS 100 PSF UNIFORM LIVE LOAD 2 !J I Z n g W m • LANDINGS: PLATFORM UNITS CAN BE BOLTED TOGETHER FOR LARGER PLATFORMS AND 300# LIVE OR DEAD CONCENTRATED LOAD. USES FOR LOADS IN EXCESS OF THOSE m .- Ur - w • RAMPS: MAX.48WIDE RAMP UNITS CAN BAD Bx TED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN e c o m eRarlhnlpInc. 4. CROSS SLOPE, MAX. 2% STATED ABOVE REQUIRE REDESIGN BY WELCOME RAMP SYSTEMS. INC. • STAIRS: MA5"-7" RISE x 12" TREAD x 48" WIDE - - 3, RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL w V' 5. STAIR RISE 7" MAX., 4" MIN. j :\ CCC u o c BE LESS THAN 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL ENGINEERING JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED Z m y a E Component Aluminum Ramp System for 6. DESIGN LOADING: F.. :g GRADE. 6.1. DECK RAMP 100 PSF W �` o DECK/RAMP WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. W C7 m y 6.2. STAIR TREAD 300 LBS./TREAD Z o 5. DETAILS SHOW MOST USED HEIGHTS, OTHER HEIGHTS ARE SIMILAR. v gE Safe, User-FriendlyBuildingAccess 6.3. RAILING 50 PLF/200 LBS. CONC. 6.4. LATERAL LOAD 600# PEDESTRIAN DYNAMIC MATERIAL SPECIFICATIONS W a N /'+ LOADING PER 30-FT RAMP PLANKING: N p W W www.welcomerampsysfems.com 6.5. WIND LOAD 135 MPH, EXP C, Kzt=2.0 • 6.6. SEISMIC LOAD Sds=1.0, SEISMIC CAT. D' THIS DESIGN IS LIMITED TO GS METALS PLANKING MATERIALS.• RAMP: ALL PLANKING SHALL BE 13 GA. 12"W x 1 1/2" DEEP. 7. DOOR CLEARANCE AS REQUIRED BY IBC. • PLATFORM: ALL PLANKING SHALL BE 13 GA. 12" W x 1-1/2" D. SEE PLAN FOR 0 o 0 LENGTH . ""' �" 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 LEGS: n n O U ry LO-,-, u1.:;,-3 LL 3 5L; OF RAMP, LANDING, OR STAIR. • PLACED FEET ASSUMED TO BE ON SUITABLE FIRM BEARING GROUND. 0 0 0 • LEG MATERIAL SHALL BE 1-1/2" SQ.X .120" AL.TUBING. � ED PROF.,+, 0 0 0 • LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBING. 9. CO" VERTICAL PICKET GUARDRAILOFOR1\cp41 ' / D 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 i •', a+1e I [ I /J I ` I I // `` I I ALUMINUM: ssd55d I ssd�J Sid I OM ICM I ava HMI I I I•sse sse I ssa�Sid I Diva I otvd I evni ssd�,}/ssd Issd�„J ssd I DM I ot,„ I �ti STAIR. • THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI. go* / E I I I 111 10. GRASPABLE CONTINUOUS HANDRAIL AT 36" OFF • ▪ ALL OTHER ALUMINUM PARTS SHALL BE 6061-16 ALUMINUM WITH A YIELD STRESS OF I x RAMP, PLATFORM, OR STAIR NOSING. INSTALL 35 KSI. Q (`‘,0c% Y y 272.89 MODULAR CLASSROOM FF = 276.50 I i 274.00 - ,,+_,n 274.15 274.00 -\_...\ in a Ln --Q _ ,. . PY3 P55 .w.. .. .,__K R410 R410 R410 ° ° MODULAR CLASSROOM FF = 276.50 ijjy55 .. ri / //'- L� ul 0 v ' cc MODULAR CLASSROOM FF = 276.50 0 Li. 273.12 v .I s R410 1 R44 P55 274.15 272.89 I N P45 P45 P45 P45 P45 to Ln -111-fL a MODULAR CLASSROOM P45 P45 P4 P - FF = 276.50 i I, , I R410 274.00 - -SIT R- REST ROOM BUILDING : FF = 277.00 274.11 274.00 R4 0 , ,n a • _Q. , ._. R410 __ __ ---\ P55 � ' a `� MODULAR CLASSROOM a R410 R410 R410 Ln Ln Ln Ln i a a a a FF = 276.50 I. P55 ti P55 P55 a 0 cl MODULAR CLASSROOM REST ROOM BUILDING FF = 276.50 FF = 277.00 274.15 0 -, v Ls/ , 273.12 P56 P56 KjP55 P56 P56 rP55 � � � I r.r ' .. . : I h. R410 1----' R410 I R44 1 P55 REST ROOM BUILDING , FF = 277.00 R410 R410 v a P55 P55 272.89 -\ MODULAR CLASSROOM FF = 276.50 H. , 274.00 - REST ROOM BUILDING FF = 277.00 274.15 274.00 Ln a Ln ,L;43,g), , i �. _ I_ L P56 P56 P55 _ P55 �� ,._...,..__._„�.�,.,��,,. a Lo to Lo up Lo MODULAR CLASSROOM aHo R410 R410 R410 a a a a a FF = 276.50 I i i c-\ P56 P56 P55 P55 a _,__ Ln R410 n`n. REST ROOM BUILDING FF = 277.00 i R410 • 0 .r ct H • cilR410 MODULAR CLASSROOM CD o = Le) FF = 276.50 a � cD ,-o r1-1 o 7:1O P55 P55 �' o W - 273.12 \lO d � c, r- N C1 O I �+ I-� O • cow rl 0 • 00 r v ID � � D M DOR410 IR44 l P55 N > ''^^ - y DEAN W. BRIGGS, PE N - ')4, '� ( BRIGGS ) THESE DRAWINGS AND THE INCORPORATED DESIGN ARE THE PROPERTY OF WELCOME RAMP SYSTEMS INC. PROJECT NAME: N " ��cTo�i,.,a.!• WELCOME RAMP SYSTEM. INC. USE OF THESE DRAWINGS OR DESIGN FOR DATE: :19 w '� SERVING THE WESTERN UNITED STATES OTHER THAN WELCOME RAMP SYSTEMS PRODUCTS IS PROHIBITED. WELCOME 03/08/2018 +� ;..t,$AMP SYSTEMS. INC. WILL NOT BE LIABLE FOR THE USE OF THESE PLANS BY TTSD MODULAR CLASSROOMS �� PO BOX 140537,GARDEN CITY,ID 83714-(208)871-0200 ENTITIES FOR OTHER SYSTEMS OR OTHER USES THAN STATED AND MAY ACCESS RAMPS BC STAIRS BY: JOB NUMBER: TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS jc� Olk,,::7 PROSECUTE THE MISUSE OF THE PLANS TO THE FULLEST EXTENT OF THE LAW. STANDARD PLANS/DETAILS/NOTES I DB/TG 201810.07.1-1 CITY OF TIGARD,OREGON S ,„;,,-......!400 PROOJECT OR NEXTE OR ANY EXTENSIONS OFTHISPROJECTTHEREOF, FESHALL NOT BE USED ON ANY XCEPT BY WRITTEN AGREEMENT I SHEET 2 O F 2 •' FROM DEAN W. BRIGGS, PE ABBREVIATIONS ELECTRICAL EQUIPMENT DESIGNATION LIGHTING SIGNAL E4L- 1A- A AFF ABOVE FINISHED FLOOR KVA KILOVOLT AMP A AMPERE(AMP) KVAR KILOVOLT AMPS REACTIVE POWER TYPE: 0 CEILING LUMINAIRE:SURFACE, RECESSED FIRE ALARM AL ALUMINUM LA LIGHTNING ARRESTOR BLANK-NORMAL POWER +E CEILING LUMINAIRE: PENDANT MOUNTED ARCH ARCHITECT 1 ARCHITECTURAL LTG LIGHTING E-EMERGENCY POWER CEILING LUMINAIRE: PENDANT LINEAR U-UNINTERRUPTIBLE POWER FS T5 SPRINKLER SYSTEM SWITCH: FLOW,TAMPER ATS AUTOMATIC TRANSFER SWITCH LV LOW VOLTAGE I-0 H 5 WALL LUMINAIRE:SURFACE, RECESSED ❑ MANUAL FIRE ALARM STATION CB CIRCUIT BREAKER MAN MASTER ANTENNA TELEVISION VOLTAGE: 0— a---- WALL WASHER: O DETECTOR: IONIZATION, HEAT, PHOTOELECTRIC SURFACE, RECESSED 2-208Y/120V C CONDUIT MCA MINIMUM CIRCUIT AMPS n n 4-480Y/277V Q TRACK WITH HEADS LOCATED 0 e CCTV CLOSED CIRCUIT TELEVISION MCB MAIN CIRCUIT BREAKER 5-4160Y12400V0 0 DETECTOR: BEAM I c� I FLUORESCENT LUMINAIRE: SURFACE, RECESSED CKT CIRCUIT MCC MOTOR CONTROL CENTER 15- 12470Y/7200V I I FLUORESCENT LUMINAIRE:WALL MOUNTED _= DUCT DETECTOR,TYPE AS NOTED CLG CEILING MDP MAIN DISTRIBUTION PANEL EQUIPMENT: 1-O 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 0}0 ID-4,-CI '-❑ POLE LIGHT: LUMINAIRES AS SHOWN 8 a FIRE ALARM: BELL; BELL WNISUAL DN DOWN MLO MAIN LUGS ONLY B-BUSWAY 0 111,7 DESIGNATES LIGHT ON EMERGENCY CIRCUIT M-MOTOR CONTROL CENTER 0 8 FIRE ALARM: CHIME; CHIME WNISUAL EMERG EMERGENCY MV MERCURY VAPOR A-AUTOMATIC TRANSFER SWITCH 0 I-O EXIT LIGHT: CEILING,WALL(ARROWS AS SHOWN) EMT ELECTRIC METALLIC TUBING MTS MANUAL TRANSFER SWITCH P-POWER PANEL rt BOLLARD EP EXPLOSION PROOF NIC NOT IN CONTRACT L-LIGHTING PANEL F F FIRE ALARM: HORN; HORN WNISUAL EPO EMERGENCY POWER OFF NL NIGHT LIGHT CIRCUIT T-TRANSFORMER 4=i6 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 I-0 Q SPEAKER:WALL, CEILING LRC-LIGHTING RELAY CONTROL PANEL FA FIRE ALARM PE PHOTO ELECTRIC CELL $3 $4 WALL SWITCH: 3 WAY,4 WAY © 0 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 F0 OF FIRE ALARM SPEAKER:WALL, CEILING 1 -FIRST LEVEL FCIC FURNISHED BY CONTRACTOR PVC POLYVINYL CHLORIDE CONDUIT 2-SECOND LEVEL $T $o 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 STR STARTER ETC. 43FI ® PHOTOELECTRIC CELL:WALL MOUNTED,CEILING MOUNTED =1 CCTV CAMERA FOTO FURNISHED BY OWNER SV SOLENOID VALVE GRID LOCATION: ®X g OCCUPANCY SENSOR:CEILING OR WALL MOUNTED ® ■ ELECTRIC DOOR LOCK, CONTACT INSTALLED BY OWNER SW SWITCH 1A-NEAR INTERSECTION OF GRID LINES 1 AND A "X" DESIGNATES DEVICE TYPE: ❑ MANUAL EMERGENCY SECURITY STATION GFP GROUND FAULT PROTECTION TD TIME DELAY IDENTIFIER: S: IN COMBINATION WITH WALL SWITCH GFI GROUND FAULT INTERRUPTER TP TAMPERPROOF A-FIRST IN SERIES OF EQUIPMENT U: ULTRASONIC Q CARD KEY READER STATION B-SECOND IN SERIES OF EQUIPMENT R: INFRARED IQ SECURITY 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 I T HZ HERTZ V VOLTAGE < — > 480 EQUIPMENT DESIGNATOR SEE SCHEDULE. b 'I IG ISOLATED GROUND VA VOLT AMPERES WALL RECEPTACLE: EMERGENCY,4-PLEX SWITCH, FUSED SWITCH E X EXISTING TO REMAIN, EXISTING TO BE REMOVED INC INCANDESCENT VP VAPOR PROOF #h WALL RECEPTACLE: ISOLATED GROUND BUSS JB JUNCTION BOX W WATTS ® ® EXISTING TO BE RELOCATED, FUTURE 0 CEILING RECEPTACLE: DUPLEX KW KILOWATT WP WEATHER PROOF1:-.."' AUTOMATIC SWITCH KWH KILOWATT HOUR XFMR TRANSFORMER ® © NEW, CONNECT TO4ZIFIRE RATED FLOOR POKE-THRU `©� METER IN KILOVOLT XFSW TRANSFER SWITCH NOTE ® CONNECTION TO EQUIPMENT PROVIDED BY OTHERS &* DENOTES RECEPTACLE ABOVE COUNTER ` PANEL ® ® SPECIAL PURPOSE OUTLET AS NOTED, EMERGENCY DEVICE MOUNTING HEIGHTS E© CLOCK HANGER RECEPTACLE 0 FEEDER CALLOUT p.' MFLUSH IN-FLOOR OUTLET: DUPLEX,COMBINATION xxx FAULT CURRENT CALLOUT CEILING GENERAL NOTES: gi31 PEDESTAL OUTLET: POWER,SIGNAL, COMBINATION 0 GENERATOR 0 1. LOCATE ALL FIRE ALARM DEVICES PER CODE.0 C SURFACE OUTLET STRIP: DIMENSION AS SHOWN -o MIN 6" ® 2. LOCATE ALL ACCESSIBLE SWITCHES PER ADA GUIDELINES. E iiJ -PI TELEPOWER POLE, POWER, COMBINATION IFIRE 3. FIELD COORDINATE ALL ABOVE COUNTER DEVICES WITH Q JUNCTION BOX EQUIPMENT WORKING SURFACE — MILLWORK CONTRACTOR. 60A F Q 45F ❑-' DISCONNECT SWITCH: FUSED, NON-FUSED 4. IF APPLICABLE,TELCOM CONSULTANTS DRAWINGS TAKE (TYP) BACKSPLASH �-- $o�® � MOTOR STARTER: MANUAL, MAGNETIC, COMBINATION Li: 90"(MAX) PRECEDENCE OVER THIS DETAIL FOR TELCOM DEVICES. %/ ELECTRICAL EQUIPMENT — — - - 0 80"(MIN) g MOTOR CONNECTION li PANELBOARD: SURFACE, RECESSED 1--- _.\.... 0 0 u N. \,_ O NOTES: ❑c ® 0 CONTACTOR, RELAY, SOLENOID o = 6 CABINET:SURFACE, RECESSED 0 ® ® ® © 6" 6" r 1 TELECOM OUTLET ® WALL PHONE N H _ TRANSFORMER 0 0 i ! O 0 ❑ PUSH BUTTON STATION - I • ® GROUND ROD, IN TEST WELL 48" _ 20 RECEPTACLE 70 ABOVE COUNTER DEVICE 1 I I WIRING CONCEALED IN CEILING OR WALL :_fk GROUND PAD 0 MAINTAIN A CONSISTANT HEIGHT °II 0 1 ® FIRE ALARM PULL STATION THROUGHOUT SPACE ——+I i-—— WIRING CONCEALED IN FLOOR OR UNDERGROUND 1—Iz EQUIPMENT WITH DERIVED GROUND 1020 18" ® ® VOLTMETER,AMMETER ,� ® LIGHT SWITCH ® FIRE ALARM STROBE I INDICATES INSULATED GREEN GROUND WIRE El ® SELECTOR SWITCH:VOLTMETER,AMMETER I I F--41"- HOME RUN DESTINATION SHOWN ® PF METER: KILOWATT HOUR, POWER FACTOR 0 FINISHED FLOOR ® CARD READER 0 CONDUIT ELL: UP, DN. 3b't POTENTIAL TRANSFORMER 0 CiT CURRENT TRANSFORMER 0 C) NOTE 11111 CABLE TRAY: CENTER SUPPORT, OUTER SUPPORTS 12 T N. THIS IS A STANDARD LEGEND SHEET,THEREFORE,SOME SYMBOLS MAY N APPEAR ON THIS SHEET THAT DO NOT APPEAR ON THE DRAWINGS. I N. BIDDERS TO REFERENCE TEMPLETON SPECS WHEN BIDDING THESE DOCUMENTS. R .FE INCE ONLY o NOT APPROVED WITH THIS PERMIT cvli 0 ADD-03 Issue Date : 03/09/2018 43 JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. 1= 1 PR, DESIGNED BY: M. LOPEZ '" CD ��I Ns� TTSD MODULAR CLASSROOMS 00 _-_--- i I? 89195PE DRAWN BY: M. COOPER �• TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS .;. ' CHECKED BY: CITY OF TIGARD OREGON iJ :%::z: 111 M. STREB 1= :MI::: 111 $W Fifth Ave.,Suite 2500 ' E P• •• A E 1 •...ee t:: pA E u Portland, O. 97104 �� F L �� PLOT DATE: 3/12/18 8:20am ....�� .•.. 0:503.117.3151 'y4 CY r�'� _�_ ® F: 503.124.4581 FORR�S �9 rl PLOTTED BY: mandy.cooper SYMBOLS, LEGENDS & ABBREVIATIONS - ELECTRICAL SHEET 1 OF 5 N � a rcev.-na_ www,kAeom f '--7.. N /\\ 03/09/201 ADD-03 (EXPIRES 6-30-2018 I DWG NAME: 17-1757 E1.dwg RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: Layout1 1700395-XX 45 15 CD GENERAL NOTES: ' p • / • \ A / A.CONTRACTOR TO REFER TO ONE LINE FOR FEEDER INFORMATION. - i it C) 0 / '� IF B. PROVIDE HANDHOLES AS REQUIRED FOR PORTABLE A * ' iFEEDERS. _ \ I BASEBALL DIAMOND \ alk if::.,- ? A ., ,,,,, , *.„ ,,,, \., _ 0 \ „. , ! _ _. 0 \ , OAL•OST / \ ,,. . �\ � 0 NOTES: , ,,,,,. ,........‘,.......„ / / / \ \ ) / 1. FIRE ALARM COMMUNICATION HAND HOLE. \ /, ' / \/� � /` BALL FIELD / \ 2. PATHWAY TO FACP LOCATED IN TEMPLETON CORE / - / �\ P-12 BUILDING. CONTRACTOR TO FOLLOW WATER LINE WITHIN TWALITY MIDDLE SCHOOL // \\ / SAME TRENCH. 2-STORY CONCRETE BUILDING / / / \ �\ 3. PROVIDE FIRE ALARM/MASS NOTIFICATION / / \ SPEAKER/STROBE IN EACH CLASSROOM AND RESTROOM. / J S / / \ COORDINATE LOCATION WITH PORTABLE MANUFACTURER DRAWINGS. i, , — " * IC711) / ) / .FFA e� — ir (4)2 C2ttit �. '41 At :N., / c/ V O-, • -��'irl I!: /,..,..g NI ,•. ; 0 PANEL MDP / P-10 �.Vi* FREESTANDING --{ �- / OUTDOOR ' - -, \ / �� `F RATED. \ ' o� // o 0 4 \ (5) 1-1/4"C / / '+ CP-8) \ • Niiiii, ,r,,..,:zi 2>_... -..... .., ,,'1, ' • 1 Oh i . "if:(-------)/ / / P-7 �/,� / P-7 / R-5 .// •ili 4. / / / ._*/ . ...._,,_ 4., • i • / / $tT/ / / R,\ ,%%,, R5 41, . / (3.,,)2PC / : it —FPtir/ // 4*ri 0 ------ _ .. y* , " -- m.1 ,,ti/ /.-/°' /_..... , __,/ '-'''x•.: .--' / , ,..„ , 414 . ilip CP----4--) 41' P-G ♦ / / 4ir, �j / , / (1)4"C e(W:* , , • / el pi 111 , "W. 71 ilii// / / , 1�, -L,41,1% / irti ,.� + lititiv:• FIs.. / 41/ 34P4 * , „, 0 Q ., lkU . '41- 2'''Ai-,41..0# (O01 ` 4titt Erip �� ti BASEBALL DIAMOND cF . 5 ,'C / CNi \ I \ : ,w r N. ` I / / /7;`` GATE1 1--. ik, ,,, , O \ �./ o • • eervcrr 0 �� • TRANSFO I _1 r BY��,, �_ I • EiiiielEACHER 0 / V �, • / ` APPR XO IMATE LO��CF�ATION NEW /(1 ,. ',\� SHED / 0 SAN ITA PESR!A�BUILTS Ci_ SWIrCHVAUf A 0 _ • �- '\ . N / / / i EXISTING DIP o Q) JAL___________ (1)5"C Ths E,6, 1 NO DARK \ 77) sH i{:11R♦ •'�L• •'�'nl y- Ur '- 0 0 ' 0 C) 0 rt� FIRE VWE \ ---�•J - —0 • r .- iA __— - 0 _ • _ _ _ _ _ _ 0 0 E � / GATE No raRK GATE \ FIRE uINE /� /// / I 1 GENERATOR I 0 (2) - /'"} +,>-, �+ I / II I 0 p / Fri 1_ I / GATE4116. 0 gj / - - _,I14,._11,3 z _ - \/ \ \A \ \/\ \ \ \ \ � HCR I ., � (:) \ Li.)h. •/ \ I i, �_ SITE PLAN POWER REFERENCE ONLY N SCALE: 1"=30'-0" NOT APPROVED WITH THIS PERMIT a: ADD-03 i� Issue Date : 03/09/2018 o JOB No.: 1700395 9504 5W ME1RbOCK,TIGARD,OR 97224 SHEET NO. �" � � f r DESIGNED BY: M. LOPEZ ea �G I N.8E, ill TTSD MODULAR CLASSROOMS i �' 89195PE1 ;,� DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS PI::•• �"f I CHECKED BY: M. STREB CITY OF TIGARD, OREGON A E2 �� i�`�i 111 SW Fifth Ave.,Suite 2500 3- �' .,:";,--1" •• l<13 iff Portland, OR 97204 �`" 3/12/18 8:20am _ .•_.M E 5 L ao .... �' U ' PLOT DATE: 0:503.227.3251 4, (Y : '� �` \ ® www.koff.com ortcom6&1 �� P4RRE5� PLOTTED BY: mandy.cooper co 8 FORWARC ��ll$ SITE PLAN - POWER SHEET 2 OF 5 ry x 03/09/201 ADD-03 I CORES 6-30-2018 DWG NAME: 9 RECORD NO. rj N 3 17-1757 E2.dwg REVISION DATE DESCRIPTION BY TAB NAME: Layoutl 1700395-XX Q 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 1/2" (3)#12 #12 204 1/2" (4)#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 3/4" (4)#10 #10 40 403 3/4" (3)#8 #10 404 314" (4)#8 #10 2. PROVIDE CONCRETE PAD AT MDP AS REQUIRED. PAD TO 50 503 3/4" (3)#6 #10 504 1" (4)#6 #10 EXTEND 3"ABOVE GRADE. 60 603 3/4" (3)#6 #10 604 1" (4)#6 #10 70 703 1" (3)#4 #8 704 1 1/4" (4)##4 #8 80 803 1 1/4" (3)#3 #8 804 1 1/4" (4)#3 #8 90 903 1 1/4" (3)#3 #8 904 1 1/4" (4)#3 #8 100 1003 1 1/4" (3)#2 #8 1004 1 1/4" (4)#2 #8 110 1103 1 1/2" (3)#1 #6 1104 1 1/2" (4)#1 #6 125 1253 1 1/2" (3)#1 #6 1254 1 1/2" (4)#1 #6 150 1 1503 1 1/2" (3)#110 #6 1504 2" (4)#1/0 #6 175 1753 2" (3)#2/0 #6 1754 2" (4)#2/0 #6 200 2003 2" (3)#3/0 #6 2004 2" (4)#3/0 #6 225 2253 2" (3)#4/0 #4 2254 2 1/2" (4)#4/0 #4 250 2503 2" (3)#410 #4 2504 21/2" (4)250KCM #3 _ 300 3003 2 1/2" (3)25OKCM #4 3004 3" (4)35OKCM #2 350 3503 2 1/2" (3)350KCM #3 3504 3 1/2" (4)500KCM #1 400 4003 (2)2" (6)#3/0 (2)#3 4004 (2)2" (8)#3/0 (2)#3 450 4503 (2)2" (6)#4/0 (2)#2 4544 (2)21/2" (8)#4/0 (2)#2 500 5003 (2)2" (6)#4/0 (2)#2 5004 (2)3" (8)25OKCM (2)#1 600 6003 (2)2 1/2" (6)250KCM (2)#1 6004 (2)3" (8)350KCM (2)#2/0 800 8003 (2)3" (6)500KCM (2)#1/0 8004 (3)3" (12)350KCM 1 (3)#2/0 1000 10003 (3)3" (9)500KCM (3)#2/O 10004 (3)4" (12)500KCM (3)#210 1200 12003 (4)3" (12)350KCM (4)#3/0 12004 (4)4" (16)500KCM (4)250KCM 1600 16003 (4)4" (12)75OKCM (4)#4/0 16004 (5)4" (20)500KCM (5)#4/0 2000 20003 (5)4" (15)750KCM (5)25OKCM 20004 (6)4" (24)500KCM (6)250KCM 2500 25003 _ (6)4" (18)75OKCM (6)350KCM 25004 (8)4" (32)500KCM (8)35OKCM 3000 30003 (7)4" (21)750KCM (7)500KCM 30004 (9)4" (36)500KCM (9)500KCM 4000 40003 (9)4" (27)75OKCM (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(6)(16), 75DEG C. BASED ON THOSE GIVEN FOR 90DEG C CONDUCTORS IN ACCORDANCE WITH NEC 310.15(B)AND TABLE NEC 310.15(B)(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. (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 0 7 0 0 PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE RESTROOJ 'ZESTROOM RESTROOJ _ RESTROOJ RESTROO 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 0, N X2003 (2003 2003 )-/- X2003 )-/- (2003)-/- 2003 A ( 2003 )-/- ,)(W)-/- ( 2003)-/ 2003)-/- (2Qa3)-/- C2003 = 2003)-/- ( 1 003)-/- C1003)-/- ( 1003) -/- ( 1003 )-/- 1003)-/- N. in n_ I i rMETER T SPD - - - -——, (I-)\ b n n 0 0 0 0 0 0 0 0 0 0 K 1 CTs 1600A 200A l 200A 200A 200A 200A200A 200A 200A 200A200Al 200A200A200A 100Al 100A100A1 100A100A l N , D 3P / Q� 2P Q1 2P Q� 2P I)) 2P Q) 2P q� 2P Q� 2P 2P 2P Q� 2P Q1 2P Q� 2P Q� 2P yi 2P Q) 2P Q� 2P yi 2P Q� 2P 1C) (1)5"C BY CONTRACTORIIII I l 1 I i I l i 1 1 CONDUCTORS BY UTILITY 0 UTILITY PANEL MDP 1600A,208Y/120V, 30,4W,42 KAIC -o TRANSFORMER NEMA 3R I 1 GRADE TO UTILITY (5)5"C. BY CONTRACTOR 0 SERVICE t CONDUCTORS BY UTILITY 0 0 POINT a_ a (1)5"C BY 0 0 CONTRACTOR TRANSFORMER VAULT E CONDUCTORS BY UTILITY BY CONTRACTOR 600 SWITCH VAULT 1- BY CONTRACTOR N Ln N. REFERENCE ONLY T 1 ONE-LINE DIAGRAM - ELECTRICAL NOT APPROVED WITH THIS PERMIT E2A SCALE: N.T.S. 5 a ADD-03 Dade : 03/09/2018 ili " JOB No.: 1700395 9500 SW MURDOCK,TIGARD, OR 97224 SHEET NO. o � 1! f SIN$ DESIGNED BY: M LOPEZTTSD MODULAR CLASSROOMS oa $9195PE0DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ..... , � CHECKED BY: M. STREB CITY OF TIGARD, OREGON A E2A ai /4.a is � Mw• •��14110100.11.• la 111 5W Fiftk� Ave.,Suite 2500 ‘---c'14":/i-4 �}E � :::= trt•:1 pA E Portland, OR 47204 'C,9G�'G Sew PLOT DATE: 3112118 8:20am + 0:503.227.3251 'y �}` � '` -- ® l<13ffi F: 503.224.4681 FORRSN 'A �� 1 PLOTTED BY: mandy.caoper ONE—LINE DIAGRAM — ELECTRICAL SHEET 3 OF 5 A FORwRRC www.koff.com N A\ 03/09/2011 ADD-03 'EXPIRES 6-30-2018 I DWG NAME: 17-1757 E2A.dwg REVISION DATE DESCRIPTION BY TAB NAME: Y RECORD NO. Layoutl 1700395-XX ui 0 NAC O (TYPICAL FOR EACH PORTABLE/RESTROOM) -44—fl i I FA ANNUNCIATOR 1O EXISTING FACP IN TEMPLETON CORE DIALER V LEVEL 1 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. FIRE ALARM RISER DIAGRAM SCALE: NONE 0) b 0 0 NEUTRAL BUS IN MDP BONDING-I 3ROUND BUS �, JUMPER N MDP GRADE 0 — LLJ0 N i` #3/0 GROUND RODS 0 i U N Q O GENERAL NOTES: 0 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 o PORTABLE/RESTROOM. REFER TO MANUFACTURERS DRAWING FOR FURTHER INFORMATION. DO NOT BOND NEUTRAL AND GROUND BUS TOGETHER. a_ 0 O NOTES: 1. PROVIDE THREE 5/8"GROUND RODS, 10'APART. I- T allk GROUNDING SYSTEM INF SCALE: NONE N-11-3 N- i REFERENCE ONLY NOT APPROVED WITH THIS PERMIT ADD-03 Issue Date : 03/09/2018 L JOB No.: 1700395 9500 SW MURDOCK,TIGARD. OR 97224 SHEET NO. PRir o DESIGNED BY: M. LOPEZ N G 1 $s TTSD MODULAR CLASSROOMS °O �__. 69195PE DRAWN BY: M. COOPER TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS ...... ��0•. sw. CHECKED BY: �'+ M. STREB CITY OF TIGARD, OREGON A E 3 �•_ •1• 111 SW Fifth Ave., Suite 2500 PA Portland, 7. 97204 nq �°`�'" PLOT DATE: 3/12/18 8:20am �� 0:503.227.3251 '�' (Y _- ® F: 503.224.4681 F� PoRRtS� PLOTTED BY: mandy.coopercs4 DETAILS - ELECTRICAL SHEET 4 OF $ INFRN 03/09/201 ADD-03 www.kpffcom /'q riJ I EXPIRES 6-30-20ta I DWG NAME: 17-1757 E3.dwg RECORD NO. REVISION DATE DESCRIPTION BY TAB NAME: Layoutl 1700395-XX a a ELECTRICAL PLAN REVIEW PORTABLE RESTROOM LOAD CALC PANEL 'MDP' LOCATION: OUTDOOR SWITCHBOARD VOLTAGE: 1201208 PHASE: 1 DESCRIPTION LOAD BKR CIR A B C CIR BKR LOAD DESCRIPTION CONNECTED VA DIVERSITY CALCULATED VA PORTABLE 1 17280 200/2 1 34560 2 200/2 17280 PORTABLE 11 LIGHTING 17280 3 34560 4 17280 EXTERIOR 84 125% 105 PORTABLE 2 17280 200/2 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 1 PORTABLE 4 17280 200/2 13 26830 14 100/2 9550 RESTROOM 1 MOTORS COMPRESSOR 17280 15 26830 16 9550 TOTAL 528 100% 528 PORTABLE 5 17280 200/2 17 26830 18 100/2 9550 RESTROOM 2 LARGEST 528 25% 132 I 17280 19 26830 20 9550 HEATING 15000 100% 15000 PORTABLE 6 17280 200/2 21 26830 22 100/2 9550 RESTROOM 3 WATER HEATER I 1650 100% 1650 17280 23 26830 24 9550 HEAT TRACE 500 100% 500 PORTABLE 7 17280 1200/2 25 26830 26 100/2 9550 RESTROOM 4 17280 27 26830 28 9550 18,816 VA 19105.8 VA PORTABLE 8 17280 1200/2 29 26830 30 100/2 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 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 3600 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 Lcri PANEL SCHEDULE PORTABLES CLASSROOM LOADCENTER DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION REFERENCE ONLY El LIGHTS 477 20/1 1 7685 2 90/2 7208 HVAC v PANEL SCHEDULE PORTABLES RESTROOMS LOAD CENTER LIGHTS 519 20/1 3 7727 4 - 7208 - RECEPTACLES 900 20/1 5 8108 6 9012 7208 HVAC DESCRIPTION LOAD BKR CIR A B CIR BKR LOAD DESCRIPTION I RECEPTACLES 720 20/1 7 7928 8 - 7208 - LIGHTS 514 20/1 1 8278 2 90/2 7764 HVAC RECEPTACLES 1080 20/1 9 1080 10 2011 _ SPACE r, RECEPTACLES 540 20/1 1 3 8304 4 - 7764 ' - RECEPTACLES 900 20/1 11 900 12 2011 SPACE i SPACE 5 1650 6 20/1 1650 WATER HEATER SPACE 13 0 14 20/1 SPACE 7 SPACE : 7 500 8 20/1 500 HEAT TRACE I SPACE 15 0 16 20/1 SPACE 0 C) SPACE I ' 9 0 10 SPACE SPACE 17 0 18 20/1 SPACE i SPACE 11 0 12 SPACE SPACE 19 0 20 20/1 SPACE 9928 8804 16873 16555 VOLTAGE: 208/120/ VOLTAGE: 2081120/ o - ----- PHASE: 1 PHASE: 1 i I WIRE: 3 WIRE: 3 LUGS: MCB LUGS: MCB o 1 AIC RATING: 10K AIC RATING: 10K BUS: 100A BUS: 200A t NOTES: NOTES: T 4 1 N, g I SCHEDULES - ELECTRICAL REFERENCE ONLY N. E3A SCALE: N.T.S. NOT APPROVED WITH THIS PERMIT 0 i ci ADD-03 Issue Date : 03/09/2018 PRO JOB No.: 1700395 9500 SW MURDOCK,TIGARD. OR 97224 SHEET NO. E + 1 x ��/� DESIGNED BY: M. LOPEZ -_-_ 8 TTSD MODULAR CLASSROOMS t _ _. j69195PEfr. DRAWN BY: M. COOPER -FINALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E .:�.zcIP M. STREB E � " • 111 SW Fifth Ave., Suite 2500 ,� �'•Er�� CHECKED BY: CITY OF TIGARD, OREGONA E 3 A i= Rile"' PA E d 0:Portland,03.2 0 3251 ' 5 ffi 0: 503.227.3zs1 �'y �(y �tiw �� PLOT DATE: 3/12118 8:20am \ ca ® F: 503.224. 681 4 Po RRE.S -A PLOTTED BY: mandy.cooper `v x � 03/09/201 ADD-03 "- "`'F' www.xDffcom '9?l� 17 1757 E3A.dw SCHEDULES - ELECTRICAL 'SHEET 5 OF 5 N !\\ I EXPIRES 6-30-2018 I DWG NAME. 9 N' La out! 1RECORD17N000.395 -XX REVISION DATE DESCRIPTION BY TAB NAME: Y ai 0 O