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Plans (27) BUP2021 -00029 14b5D q-IT"Ave � kpp— [ss] [ss] [ss] ]ss] [ss] — 5D [ss] [ss] - ECEIVE m 4t JAN p 6 2 o OITy IGARD BUI G DIVISI0/ . , 20 OA , c 21kpp AOOO 4' ?'N A, I TI 22 J I 22 A I 't, 26 26 26 A\, II - / i0 (G TIG �\ 21 - - - - - - -r - - - -� r - L - - 21 - - - - - - - - 7 - - - - - - - - - - - - - - - - - - - - - - 2, 23 i N 5y 60, 27 "ISSI I o P al OFFICE COPY , \ 24 I I \\ 20 20 I 20 20 I 20 d 20 I 20 20 20> < 20 Xq- I 1 \\ 23 I 26 ' Gi _ �\ , \\\ I 26 40O O < \\\ 20 i 27 , J ✓ \\ 20 20 20 \ i I any �� 44 \\\ [ °� [S / �V6� F °�/ _�SD�' [Sd � ] - °]/� /IS° �[51# f [ � f �XD]/ SDI' ��f 15A �' X°'/ ✓� flvN ii - - - - - - - - - - - - - - - L — - - - - - - - - - - - - - - - - - - - - - - - - - - - -�0� - - - - - - J - - - - - - - - - - - - - - - - - �. � � F - - - - - - - - - - - - - - - - - - - - - -4F� - - - - - - - - - - - - - - - - - - - - - - - - - - 12 - - yL 22 F CP- p5� 1 � I Vy \051 25 l< 27 22 41 23 27 �� o `QSl\ m- . O 1 c � C / r✓ I '' ✓ ✓o �' : �, / Ny / s, ✓J, SCALE 1 INCH = 20 FEET N O 0 'c2 °. 20 0 20 40 DUMP STRAP Q DEMOLITION KEY NOTES SHEET NOTES 20 EXISTING PORTABLE BUILDING, REMOVED BY OTHERS. 1. CONTRACTOR MAY STAGE WITHIN LIMITS OF DEMOLITION. 0 U 1" REBAR FOR BAG 21 REMOVE EXISTING ASPHALT SURFACING TO BASE COURSE. 2. REMOVE ALL SITE COMPONENTS AND RECYCLE COMPONENTS AS REQUIRED IN mREMOVAL FROM INLET THE SPECIFICATIONS. 22 REMOVE EXISTING STORM CATCH BASIN AND ASSOCIATED OUTLET PIPE WITHIN LIMITS OF FIELD. 3. GENERAL DEMOLITION PERMIT SHALL BE SECURED BY THE CONTRACTOR. 3 o OPTIONAL OIL 23 REMOVE EXISTING STORM PIPE. 4. ALL TRADE LICENSES AND PERMITS NECESSARY FOR THE PROCUREMENT AND I..d ABSORBENT COMPLETION OF THE WORK SHALL BE SECURED BY THE CONTRACTOR PRIOR TO REGULAR FLOW PILLOW SILTSACK® DUMP STRAP 24 REMOVE EXISTING WATER PIPE. SHUT OFF VALVE, LOCATED AT CORE BUILDING. COMMENCING DEMOLITION. o� 25 REMOVE STORM PIPE AND PROVIDE TEMPORARY CAP FOR FUTURE CONNECTION. 5. PROTECT ALL ITEMS ON ADJACENT PROPERTIES AND IN THE RIGHT OF WAY o INCLUDING BUT NOT LIMITED TO SIGNAL EQUIPMENT, PARKING METERS, 26 REMOVE EXISTING IRRIGATION COMPONENTS ENCOUNTERED WITHIN FIELD DURING SIDEWALKS, STREET TREES, STREET LIGHTS, CURBS, PAVEMENT AND SIGNS. 0E-p 2 EACH FOAM DEMO. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING ANY DAMAGED ITEMS TO D DUMP STRAP PIPE TO BE FILL PIPE WITH CONC. ORIGINAL CONDITION. i ABANDONED 1' MIN. INTO PIPE 27 ELECTRICAL DEMO, SEE ELECTRICAL DRAWINGS. 6. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, AND OTHER FACILITIES O-- �, 0 PROTECTION KEY NOTES IMMEDIATELY ADJACENT TO EXCAVATIONS FROM DAMAGES CAUSED BY °. \ SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER m , a 3.. •° a, HAZARDS. o <FNCT EXPANSION RESTRAINT " } 40 PROTECT EXISTING STORM CATCH BASIN AND INSTALL INLET PROTECTION PER (Ya' NYLON ROPE, DETAIL 1/C1.0. 7. CONTRACTOR IS RESPONSIBLE TO CONTROL DUST AND MUD DURING THE < 1 DEMOLITION PERIOD, AND DURING TRANSPORTATION OF DEMOLITION DEBRIS. ALL 1 °d- . 2• FLAT WASHERS) 41 PROTECT EXISTING TRACK SURFACING FROM DAMAGE. STREET SURFACES OUTSIDE THE CONSTRUCTION ZONE MUST BE KEPT CLEAN. n , z > 31 42 PROTECT EXISTING STORM LINE 8. ALL EXPOSED PORTIONS OF UNDERGROUND UTILITIES TO BE ABANDONED SHALL I o •Q BE PLUGGED PER DETAIL 2/C1.0, UNLESS OTHERWISE NOTED. i 0PACKING MATERIAL TO —6••--�6"— SHEET LEGEND NOT CONTAIN CONCRETE 3- CITY OF TIGARD U) m 1. DO NOT USE HIGH FLOW INSERT BAGS. BAG DETAIL — — PROPERTY LINE Approvedy tanning ~ E DEMOLITION/WORK LIMITS (SHOWN OFFSET FOR CLARITY) Date: jP W-24 INLET SEDIMENT PROTECTION PLUG REMOVE UTILITY LINE Initials: __ 1I�lB o SCALE: NTS SCALE: NTS o 1 PROF, JOB JOB NO.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. I N e r/O DESIGNED BY: J. ADAMS j v Q4 FP y9� TTSD MODULAR CLASSROOMS - PHASE 2 j 79701PE DRAWN BY: R. CADUA TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS . O �,��/— - ci Z DIGITALLY SIGNED CHECKED BY: P. DEDYO CITY OF TIGARD, OREGON a? 111 SW Fifth Ave.,Suite 2500 G o Portland,OR 97204 OREGON DATE: 12/04/2020 a Fo:.503.224.4681 �°,q ✓G1 tu, t��1 .�� PLOTTED BY: RCadua SHEET OF n www.koffwm U� MARKD�� DEMOLITION PLAN 1 , N DWG NAME: 1700395-DEMO.dwg RECORD N0. REVISION DATE DESCRIPTION BY EXPIRATION DATE: 12/31/21 TAB NAME: C1.0 1700395-XX 0 GENERAL NOTES: GgTF A. CONTRACTOR TO REFER TO ONE-LINE FOR FEEDER BASEBALL DIAMOND INFORMATION. � O 1-85 B. PROVIDE HANDHOLES AS REQUIRED FOR PORTABLE \ \ S FEEDERS. A Ce ` S2 P-14 L OST \ �� V � t -t SSE'JQV VV BALL FIELD Q NOTES: / \ 1. REMOVE EXISTING FIRE ALARM COMMUNICATION 2 STORYCONCRETE BUILDING YMIDDIE SCHOOL / \ HANDHOLE AND ASSOCIATED CONDUITS. 2-TORY / \j 2. REMOVE UNDERGROUND PULLBOX SERVING P-9 THROUGH° 0 S2,/ \ \ P-14. 3. DISCONNECT FIRE ALARM SYSTEM AT EACH PORTABLE AND Uy 8 (NP) P-11 PULL BACKBONE WIRING BACK TO TEMPLETON ELEMENTARY. REMOVE ALL UNDERGROUND CONDUIT FROM SPORTSFIELD. S2 �� \ ; ASI-85SALVAGE WAIRING AND RETURN TO OWNER. S2 P-10 \ �_ O 2 4. NOT USED. GE"EwT y° P-12 R 0 \ 5. NOT USED. E o Q \ \ �oS2 , f 6. NOT USED. o� ASI-3P 7. NOT USED. 8. NOT USED. \ / ASI-85 P-7 P_g ASI-3P R- /T / s R-4 • P-5 ASI-3P 0 s C 7 ASI-3P O fpA,cwq(( P-4 R2 N • w o P-2 UA �4 8e CD U O / • N GOAL O P-1 r j P-3 I I BASEBALL DIAMOND to STO�Cf / N s"Fp 76 G e ® ® GATE ASI-85 I I / ® o ASI 85� '14V1/ ® ((X)SEXISTING PGE SERVICE LC) / ® TRANSFORMER EXISTING MDP(q / ASI-85 N H � i A .�-8 Q _ / / i QO XISTING 660 �� �� I I BLEACHER1- AFP RO%IMATEL,LOICAA,TION N `---J Af SANITA PESWAS-GUILTS SWITCH VAULT 5 / HED c U EXISTING DIP 0 � P E s"fo 9 �UOc ATE TEGA U GENTORO 0 GATE O (ANTER BORE N �In SITE PLAN — POWER CD C"! E2 SCALE: 1" = 30'-0" a i7 E p F JOB NO.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. a DESIGNED BY: M. LOPEZ •_-- v5��� i x88&/' TTSD MODULAR CLASSROOMS -- ;_ 6 195E DRAWN BY: J. YORK TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS •��� CITY OF TIGARD, OREGON E2 E 1111W:" CHECKED BY: M. STREB 111 SW FiRh Ave., Suite 2500 P A E Portland, OR 97204PLOT DATE: p 0:503.227.3251 [7 `Y 08 C11ASI-85 11/13/20 PORTABLE UTILITIES DISCONNECTION AND REMOVAL JDY F: 503.224.4681 �E SHEET OF m www.kpfcom ( FORREs� PLOTTED BY: SITE PLAN - POWER 2 N M - I ASI-3P 6/21/19 COMPUTER LAB RELOCATION MRL DWG NAME: N pae-engineers.com RECORD N0. REVISION DATE DESCRIPTON BY IXPRES 06-30-2022 TAB NAME: 1700395-XX 0 FEEDER SCHEDULE FEEDER SCHEDULE GENERAL NOTES: COPPER: 3 PHASE, 3 WIRE + GROUND COPPER: 3 PHASE, 4 WIRE + GROUND A. PORTABLE PANELS ARE SPECIFIED BY THE PORTABLE NOMINAL CONDUIT PHASE GROUND CONDUIT PHASE &NEUTRAL GROUND MANUFACTURER. COORDINATE LOCATION PRIOR TO AMPACITY TAG SIZE (MIN) CONDUCTORS CONDUCTOR TAG SIZE(MIN) CONDUCTORS CONDUCTOR ROUGH IN AND TERMINATION OF FEEDER WITH 20 203 112" 3 #12 #12 204 1/2" 4 #12 #12 MANUFACTURER,. CONFIRM AVAILABLE FAULT CURRENT FROM SHORT CIRCUIT STUDY AS PART OF THE SUBMITTAL 30 303 112" 3 #10 #10 304 314" 4 #10 #10 PROCESS. PROVIDE GROUND RODS AT EACH PANEL. 40 403 314" 3 #8 #10 404 314" 4 #8 #10 50 503 314" 3 #6 1 #10 504 1" 4 #6 #10 60 603 314" 3 ##6 #10 604 1" 4 #6 #10 70 703 1" (3)#4 #8 704 1 114" 4 #4 #8 80 803 11/4" 3 #3 #8 804 11/4" 4 ##3 #8 Q NOTES: 90 903 1 114" 3 #3 #8 904 1 114" 4 #3 #8 1. PORTABLE 3 PANEL TO BE ALTERED BASED ON 100 1003 1 114" (3)#2 #8 1004 1 114" 4 #2 #8 ASI-3P COMPUTER LAB CONVERSION. REFER TO PANEL 110 1103 1 112" 3 #1 #6 1104 1 112" 4 #1 #6 SCHEDULES ON SHEET E3A FOR FURTHER INFORMATION. 125 1253 1 112" 3 #1 #6 1254 11/2" 4 #1 #6 150 1503 1 112" 3 #110 #6 1504 2" 4 #110 #6 2. NOT USED. 175 1753 2" 3 #2/0 #6 1754 2" 4 #210 #6 200 2003 2" 3 #310 #6 2004 2" 4 #310 #6 3. PANELBOARDS SHALL REMAIN IN PORTABLE FOR FUTURE 225 2253 2" 3 #410 #4 2254 2112" 4 #410 #4 USE. 250 2503 2" 3 #410 #4 2504 2112" 4 250KCM #3 4. DISCONNECT UTILITY POWER TO MDP. SALVAGE AND 300 3003 2112" 3 250KCM #4 3004 3" 4 350KCM #2 RETURN MDP TO OWNER FOR FUTURE USE. REMOVE ALL 350 3503 21/2" 3 350KCM #3 3504 31/2" 4 500KCM #1 FEEDER CONDUCTORS TO PORTABLE AND RESTROOM 400 4003 (2)2" 6 #3/0 2 ##3 4004 (2)2" 8 #310 2 #3 PANELBOARDS. REMOVE ALL POWER CONDUITS IN SPORTS FIELD. 450 4503 (2)2" 6 #410 2 #2 4504 (2)21/2' 8 #4/0 2 #2 500 5003 (2)2" 6 #410 2 #2 5004 2 3" 8 250KCM 2 #1 5. COORDINATE REMOVAL OF SERVICE TRANSFORMER AND 600 6003 2 21/2" 6 250KCM 2 #1 6004 (2)3' 8 350KCM 2 #210 CONDUCTORS BETWEEN 600 SWITCH VAULT AND MDP WITH 800 8003 (2)3" 6 500KCM (2)#1/0 8004 3 3" 12 350KCM 3 #210 UTILITY. 1000 10003 (3)3' 9 500KCM 3 #210 10004 (3)4' 12 500KCM 3 #210 ASI-85 1200 12003 (4)3' 12 350KCM 4 #310 12004 4 4" 16 500KCM 4 250KCM 1600 16003 4 4" 12 750KCM 4 #410 16004 (5)4' 20 500KCM 5 #410 2000 20003 (5)4' 15 750KCM 5 250KCM 20004 6 4" 24 500KCM 6 250KCM 2500 25003 (6)4' 18 750KCM 6 350KCM 25004 (8)4' 32 500KCM 8 350KCM 3000 30003 (7)4' 21 750KCM 7 500KCM 30004 (9)4' 36 500KCM 9 500KCM 4000 40003 (9)4' 27 750KCM 9 500KCM 40004 12 4" 48 500KCM 12 500KCM NOTES: NOTES: 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE 1. REFER TO SPECIFICATIONS FOR INSULATION TYPE PER PER WIRE SIZE. WIRE SIZE. 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET 2. MINIMUM CONDUIT SIZES IDENTIFIED MEET MAXIMUM 40% 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 m ---- ACCORDANCE WITH NEC 310.15(B)AND TABLE NEC _0 310.15(B)(16). FOR FEEDER RATINGS 100AMPS OR LESS, THE ADJUSTED AMPACITY SHALL NOT EXCEED THE 60DEG Ln ASI-3P ASI-3P C RATING. FOR FEEDER RATINGS GREATER THAN 1 100AMPS,ACTUAL AMPACITY SHALL NOT EXCEED THE 3 Q 75DEG C RATING. ASI-85 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - s 1 (BY OTHERS) (BY OTHERS) (BY OTHERS) I(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) I Q_ I I I PORTABLE PORTABLE 1 PORTABLE ( PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE PORTABLE RESTROOM RESTROOM RESTROOM RESTROOMRESTROOMj 0 1 1 21 3 I 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 1 4 1 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 100A 100A 100A 100A 100A L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2003 2003 2003 2003 2003 2003 2003 2003 2003 2253 2253 2253 2253 2253 1003 1003 1003 1003 1003 I I 0 5 I METER- --i- - - --- - TS4PD --- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - -- - --- -- - - - - - - - - --- -- - i I 0 i O CT'Si 1603P l i o` �P A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 200A 100A 100A 100A 100A 100A I I pv I l J 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P 2P I I o (1)5"C BY CONTRACTOR r — — — — — — - 1 ( I I I CONDUCTORS BY UTILITY I UTILITY 1 I I I LL —PANEL MDP 1600A, 208Y/120V, 30,4W,42 KAIC I I I 0 1 TRANSFORMER 1 1 I I I NEMA 3R I I 0 1 1 I __ 1 RADE J L_ -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TO UTILITY r (5)5"C. BY CONTRACTOR SERVICE I CONDUCTORS BY UTILITY o POINT I I a i- - - - - - - - - - - - - - J C O w+ CONTRACTOR TRANSFORMER VAULT CONDUCTORS BY BY CONTRACTOR UTILITY 600 SWITCH VAULT BY CONTRACTOR ONE-LINE DIAGRAM - ELECTRICAL o E28 SCALE: N.T.S. N a 17 E ` pRpr , JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET N0. DESIGNED BY: M. LOPEZ TTSD MODULAR CLASSROOMS �aci:E 6 195 DRAWN BY: J. YORK TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS E2B ...... •••• •.•• E •••• •••• CHECKED BY: M. STREB CITY OF TIGARD, OREGON ••���� 111 SW Fifth Ave.,Suite 2500 0 ::...• PA E Portland, OR 97204 ,i R p -=-:_= 0:503.227.3251 /C G�YDB ,�p� � PLOT DATE: ASI-85 11/13/20 PORTABLE UTILITIES DISCONNECTION AND REMOVAL JDY 1Tff F: 503.224.4681 �F� FO8 1 - PLOTTED BY: ONE-LINE DIAGRAM - ELECTRICAL SHEET 3 OF N n www.kpffcom Nx ASI-3P 6/21/19 COMPUTER LAB RELOCATION MRL DWG NAME: RECORD N0. pae-engineers.com REVISION DATE DESCRIPTION BY PIPES 06-30-2022 TAB NAME: 1700395-XX 0 GENERAL NOTES: C'4TF \\ � A. NOT USED. BASEBALLDIAMOND B. REMOVE ALL UNDERGROUND CONDUIT AND WIRING WITHIN SPORTS FIELD. \\ 0 y ASI-85 P_14 � ASI-85 \ \ BG �L OST /�QI / \ BALLEIELD Q./ \ ASI-85 \ < .o Q NOTES: 1. REMOVE EXISTING PORTABLES IDF. SALVAGE WIRING AND TNALITY MIDDLE SCHOOL / 2-STORY CONCRETE BUILDING / EQUIPMENT AND RETURN TO OWNER. 2. DISCONNECT FIBER AT OF AND REMOVE BACKBONE CABLING BACK TO SOURCE. o 3. NOT USED. Up \ ASI-85 FC F e!9 s 6. A&P a P-12 1 2 \ \ D. / / / P-s \ \ / R-4 // O \ / Q \ \/ o `ONc R-3 4, \ L C \ N \ �7 r T P-2 I • 1 CV / GDAL P-1 ° P-3 BASEBALLDIAMOND r ° o ayFo O E a- 3: 3: ® ® GATE NCH / / \a BEAfHEq XIMATLOCATO/ N SANITA U JAP cSHED K P � ONE EN LILTS T EVLT 5»FA v a-- 5ZI -- N GATE O O / GENOTOR a I w o GATE O CL ENTER BOXE CR / H F- \\ 0 SITE PLAN - TECHNOLOGY i T2 SCALE: 1" = 30'-0" 45i7 E ADD-03 3/9/18 ADDENDUM 3 MODULAR CLASSROOMS JOB No.: 1700395 9500 SW MURDOCK,TIGARD,OR 97224 SHEET NO. ASI-3P 6/21/19 ARCHITECT'S SUPPLEMENTAL INSTRUCTION DESIGNED BY: M. PETERWORTH ---- TTSD MODULAR CLASSROOMS ASI-85 11/13/20 ARCHITECT'S SUPPLEMENTAL INSTRUCTION DRAWN BY: D. WIRTALA �� ����•• TWALITY MIDDLE AND TEMPLETON ELEMENTARY SCHOOLS 111 SW Fifth Ave., suite 2500 CHECKED BY: M. PETERWORTH CITY OF TIGARD, OREGON — PA Portland, OR 97204 PLOT DATE: 02/20/2019 _--- O:503.227.3251 N F: 50kpff.c°m 81 www. °K cPLOTTED BY: M. PETERWORTH SITE PLAN - TECHNOLOGY SHEET 2 OF Nx RECORD NO. pae-engineers.com DWG NAME: REVISION DATE DESCRIPTION BY TAB NAME: 1700395-XX ui ° 0