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Plans (29) E LC2O 18 -00249 - ..--149-.9 . . -_ a� �8 CRIT - 1 .B[I L D P I r i V 1""/ T _:_,.,,_._. ,_._. _____ _____.,_i.. 1 ---__M oie ,,- ._.„., __ _,-- MT.----;.--'±--='.'-'7L = 5 I. rl D ...„ r_______„=„ ij= .= _ ,..:._ _„:_____,_ ___, _ _ ___________ _ ___,_,_ , _:_.__,_ ____ = _,._:::::., ,,,___ _ ___, - ever----- - MOTORS, INC. TESLFt -. --7=z-,;:if ::::"-:---__::: , PCM711 _ _ — _ _ 3500 DEER CREEK RD - PALO ALTO,CA 94304 -- - _ = (650)681-5000 -- -- =T_ _ OFFICE ' � COPY . IN_ E IS IL'r-i-- --:::: SUPERCHARGING STATION ___, ___ Wia TIGARD BLACK & VEATC H O R 016 'TIGARD 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 9585 SW WASHINGTON SQUARE RD , . CITY OF TIGARD ., PORTLAND OR 9 REVIEWED FOR CODE COMPLIANCE Approved: 1 +r,-pc:fir:t,, . PROJECT NO: 192745 OTC: 1 - ( DRAWNBY: VDP . permit#: C--'"l C 7c'/ '-ePO rl SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX CHECKED BY: CNS Address: '?2 f L 445 1f,,y, -/2_ ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: • INSTALL (5)TESLA CHARGER CABINETS PERMITTING JURISDICTION: CITY OF TIGARD SHEET NO: SHEET TITLE REV NO: Suite#: PROPOSED TESLA EV SITE ADDRESS: `� moi:`' Date; 9585 SW WASHINGTON SQUARE RD, SUITE EV 2014 OREGON STRUCTURAL SPECIALTY CODE • INSTALL (10)TESLA CHARGING STATIONS ZONING CLASS: MUC T-1 TITLE SHEET& PROJECT DATA 1 r �' i .4,/,74 PORTLAND, OR 97223 2011 OREGON RESIDENTIAL SPECIALTY CODE • 1 •E• I C _ - ASSEMBLY AA-1 OVERALL SITE PLAN 1 e 2014 OREGON FIRE CODE • INSTALL (2) OVERHEAD LIGHTS A-2 DEMOLITION SITE PLAN 1 EXISTING SITE ADDRESS: 2010 OREGON MANUFACTURED DWELLING INSTALLATION SPECIALTY 9585 SW WASHINGTON SQUARE RD CODE DO NOT SCALE DRAWINGS A-3 PROPOSED SITE PLAN 1 ` PORTLAND, OR 97223 2014 OREGON ENERGY EFFICIENCY SPECIALITY CODE A-4 ENLARGED PROPOSED EQUIPMENT LAYOUT 1 PROPERTY OWNER: 2014 OREGON MECHANICAL SPECIALTY CODE CONTRACTOR SHALL VERIFY ALL PLANS, A-5 SITE ELEVATIONS 1 1 04/04/18 ISSUED FOR CONSTRUCTION THOMAS RANDALL 2014 OREGON ELECTRICAL SPECIALTY CODE EXISTING DIMENSIONS & CONDITIONS ON THE E-1 ELECTRICAL PLAN 1 2014 OREGON PLUMBING SPECIALTY CODE 0 11/01/17 ISSUED FOR PERMITTING THOMAS.RANDALL@MACERICH.COM JOB SITE & SHALL IMMEDIATELY NOTIFY THE E-2 ELECTRICAL DETAILS 1 (503) 639 8865 2014 OREGON RESIDENTIAL SPECIALTY CODE ENGINEER IN WRITING OF ANY DISCREPANCIES REV DATE DESCRIPTION E-3 ELECTRICAL DETAILS 1 - J EQUIPMENT SUPPLIER: IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL /� BEFORE PROCEEDING WITH THE WORK. G-1 GROUNDING DETAILS 1 r TESLA MOTORS, INC. P-EVAIL _ L� D-1 INSTALLATION DETAILS 1 AAA AA AAJ`AA A A A-AA AJI .A A ASA / -► 3500 DEER CREEK RD AREA MAP LOCATION MAP D-2 INSTALLATION DETAILS 1 r ��DRO�'�iS'PALO ALTO, CA 94304 - - - - - � - D-3 INSTALLATION DETAILS 1 LNEF' sfD(650) 681-5000 a i �'}' _- & / x'i_yij�C �Q II_ _ +1r I '"' ,� jy „,119-� D-4 INSTALLATION DETAILS 1 378PE_ _ t' POWER COMPANY: «, - _ - ,: I ` '3 ��Brush Prairie i � s� ” ' � _ �� � f-�- GN-1 GENERAL NOTES 1 1 PORTLAND GENERAL ELECTRIC tI1 i -[ , - - --fes -'- I - - � ' `. _ `'�"'' C ti _ - -. ;:"---z-, �j, r' f GN-2 GENERAL NOTES 2 1 -�'"� .A-�—r�9italfy sign y CONTACT. CHRIS JEWETT �uon r � m, 503 672-5481 C ' _g! P. I A GN-3 GENERAL NOTES 3 1 ? nPRiasI(tq Kahrs ( ) -'a , - t _`! - f i-.;k i ( .,�}4`371 k. -4 - - . P.1anning' t } ,1? \'N..,... -<<� I — . - , DN: C= IS, COUNTY: ' *. )'3_ rr i WASHINGTON �- goo Jason CS E=k- 7:1@b .com, Y-,5 '` . , • . 47' SII �... S CN '•n Kahrs `' Banti ft. 1 - {., LATITUDE (NAD83): _,'124 - ,,,`, - �t1 r S r' 1„, * ��t - ,- Narth Flain �. -;- ti� _ `� - c 18.04,04 45° 27' 0.19" N Gales Crer = - _ C\ _~~ � Camas1 - itn 1, _ _..�.__ 45.45005° = _ `_' ,-' ,� - ` '`�; ,4'`,',- �- _ _ #1►' 8Sh0 -z.. :5135-05'00' LONGITUDE (NAD83): `=-,- - I 12246 58.24 W -, . ,> .rte~'' _Y r `---.7-_,,,----- 11.1` - Roden d �� '* N , IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS ° i _- P CTi � THEY ARE ACTING UNDER THE DIRECTION OF A •122.78284 rest Cornelius • �, �,r� � f (� 7/ LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS �_,r, _ ia�1„I____ 4.-.—11 r ,r _ FOR REFERENCE ONLY DOCUMENT. . CONTACT ENGINEER: _ _ rBSf_Gresham__- I� Q - � B9a erton 1 -�, D t j QED SWITCHGEAR ASSEMBLY i' RUSSELL POLLOM '` I, t= I /1/' 913 458-6274 s' .� 0_ ti 1�i'11 , ii [ ( ) _.,� _ :c- _ _Ha Value *� ] l /I . I 1 OR016_TIGARD POLLOMRE@BV.COM -- k Gaston - f pY Y 4;v. Y 6 ..,=.- .---,.....s........" -3 '� Bann �-` jf TIGARD _ _ _ _4., Lake'0 v°g / oak- I ,,_ ,., ',, f ; �2� /[,' -, iGISm �'� 4,41.,; ;;;" �,�- \ \--''''...----'='-=~=r-7,1 ( 9585 SW WASHINGTON SQUARE RD FLOOD AREAI - O D HAZARD NOTE r 't,, ; ,, Ti.. ,Tualatin --'"- -; 217 1;1, Ii ENGINEER OF RECORD PORTLAND, OR 97223 THIS SITE IS LOCATED IN FLOOD ZONE "X". - ; .... _=---._)� Ind nn .� '�i; NO BASE FLOOD ELEVATION. - -� SrhBt��DO!d •,_1_.r` Eel ; ` ' r "tiffillit'; JASON T. KAHRS I �amhllt �� _ _ i . AREA DETERMINED TO BE OUTSIDE 500-YEAR 1.- �"" " ' E - - ;- '-'-4 -"`' ( �ti,; \iii PE#91378PE sHEE-r tiTLE FLOOD PLAIN. .. - f -- - c \ , 'k BLACK&VEATCH CORPORATION - T - y 1 I1' ifsonville I = � �ti t 1 • CONTRACTOR NOTE f Carlton - - Beaver Crew Esta ''. 2t2 1'` TITLE SHEET & #Dundee _-- 1 _ i \ ,-.731:- i CALL BEFORE YOU DIG DATA CONTRACTOR SHALL COMPLETE INSTALL PER �r Canby �r I`� 1 :; t............, PROJECTA k. THE SIGNED AND SEALED SET OF DRAWINGS. Lafayette r ; ,, =-'' c�-I, '` �}'+ J 'ANY NECESSARY DEVIATIONS FROM THE -j Aurora - - lIvir-;_..„_____\5US AVS ; i [ , 64. - UNDERGROUND SERVICE ALERT D�3y t1 Donald , �> I`.')[ll l n C7 _ '4 --mss SHEET NUMBER • DRAWINGS MUST BE SUBMITTED THROUGH AN , • 'ter i �' ` 4ti '`•�� ' ,,� ;� lik UTILITY NOTIFICATION CENTER OF OREGON RFI REQUEST PROCESS WITH ENGINEERING lr *Saint-Paul ,:' _ _ L, ,�,, . , - l t ,H tl }bSid ' , '`. N. }' - 811 OR 1-800-332-2344 1."1 FOR AN APPROVAL PRIOR TO CONTRACTOR M /1 . Colton l PROCEEDING WITH A DEVIATION OF THE - # ' ,,+�' -r' `' �. �} IIN- F 1 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION SIGNED AND SEALED SET OF DRAWINGS. ` „I, _ I = - - =• f a fir, ` ` ;" 1 �/ _ — v v C ) Ia 4 v ' 1 a. Cad �rfl 4 ' Ilk deo t' Q 11 4 ri7.41 pi - ‘14 ° °Q fl (f7 !I a \ I d �3 U' ° ` 'a ` 9 p a ' ° ' d°° —_/ r/ / ❑ IT S L F EXISTING \ / - UT a ❑ ❑ 4d a ,� Q I o ° a ' ' \ ` UTILITY DUCT MOTORS, INC. T = S L.r, as Y E'4 ° ° \ / U)/ I 111 1 BANK (TYP) / /-1 d0,a d1 \' EXISTING ' ° ° ° ° EXISTING PARKING / I ❑ , s 3500 DEER CREEK RD LOADING AREA ° ° ° ° / LINE (TYP) / /� ° � PALO ALTO,CA 94304 • *r ,,,, ° • \ \ / I (650)681-5000 • Ca ' LL� 1 ig I ° �' I iz, •q. 4P 4 Q a `�b�4Q j "° ° ° ° ' ° 0 \ 0 EXISTING 0 EXISTING I lip c; Q3 c�51 u) °°q ° ° ` ° ° a ° / BUILDING CLEANOUT (TYP) e, \ /41)-1 1 I leo °J0 / / ° ❑ EXISTING SITE I V, �/� ////#A# EXISTING WATER ACCESS ROAD- U / 111., METER (TYP) I f ° `C COMPACTOR AREA • ° - / llll/llllll ° t� o° I ff� ' ) ; - EXISTING CONCRETE IEW I U if // % d ° SIDEWALK (TYP) 1 ° I BLACK H EXISTING ■ 0 o..) \ \ / —I ° s800 W 115th St,Suite 2292 4� a ...7;° ° ° ° p CONCRETE OVERLAND PARK,KS 66211 ° ° PARKING LOT N 1 ° (913}458-2000 } ° ° ° Ey ern ° ,` V, 1 r. Q ° �° �.r:. i ° ° ° . . . , ° ° EXISTING STORM ° a •. voy •;, ° ° DRAIN (TYP) ° I \ , \ , ,, \ • 4 aE / / I rFNN ___, • • • • , .-- - I PROJECT NO: 192745 - •-..,-.-'-'- EXISTING GRASS i I ° ° ° ° ° ° EXISTING WALL SEE PROPOSED SITE °° I DRAWN BY: VDP -;•;-'••;� AREA (TYP) Z ° a ° / (TYP) PLAN SHEET A-3 • ° +.a ° ° a ` 4 CHECKED BY: CNS / _l ..;.y.;.:•_;. •`...;•. I Z \� } �� ' ! ttt�ltr ttttt■r ..� I ° e 1 : . . . . . I p X. / ° V� \ 1 I • ••.•.'.`.•_•.•_'.'. 9 — EXISTIL. NG S I 73 UNDERGROUND \ —� I V' .� ...-.•.-.•.•. .•.•. • I \ \ I ■ •SANITA LINE ) � ° ° . .:`:`:•:`:':.:':•: EXISTING y cii \ `� -------�' n I '•'+'••'';''-''.*'• TREE (TYP) 4 / , EXISTING . r I "' UNDERGROUND \ "��- _� ° I 1 04/04/18 ISSUED FOR CONSTRUCTION . .;.;_;.;.;."_;_; dr �� t! STORM SEWER ( ; I - ■ 9 ° I 0 11/01/17 ISSUED FOR PERMITTING I '; ;•: +•c Ga LINE (TYP) r_` "'Q I I -0,Q `REV DATE DESCRIPTION j :;:;:;:;:;:;:;:;:;:;. '« d''a t"-,:i? � Q , --- I EXISTING UNDERGROUND "'� I Q 1 ■ I �� ■ "° ° ELECTRIC LINE (TYP) P ;•;- ;- ;-;•;•; i ► EXISTING \ I I ° I .��.��° PROP ':- ;`;`;`;`; 'c,d PILLAR(TYP) A' i ° 6 -- / >~t.__-- \ I (Ir 4 I ��G EFS X. 4 t a �a 4� EXISTING \ ;// `�► \\ � : ° ° `�. 91378PE r d 0 _ I _ ■ :`:`: : :` Q ' r t! CONCR(TYP) / :ter—' — ° ° SEE PROPOSED I c.l J; ' _ • - , \ I �, �--- ' � o SITE PLAN a z .1.''''''\\ 1. , U' \ / r o �� I ° ° SHEET A-3 I -9J, OREGON .,,Q ;•; ; ; wl qa. , gid- . . . . . . . . . 1 ap Qa 4� 1 ate? �ra „tL CI1 II �' V d,� ' ----- I 111 ° 4 % N T.KP ; ,y; -——— ; nb � nb\� \ I I '''\. iI � ^'I ° EXPIRES: 6/30/19 I_ 1' .y 0 U . 0 \ I I ■ ■ ■ ■ 1 11 1 ° O4t/OSS/2015 +moil s IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS �' ■ ° 4 Z THEY ARE ACTING UNDER THE DIRECTION OF A •••`,•,`,•-•.•-•-`b•d•�, Q �.,(` EXISTING IRRIGATION I / I ° I, w LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS ts. Q \ r1P:vo00 • ■ ■ • ! ° - 2 DOCUMENT, Iisk ♦d D CONTROL VALVE (TYP) UI ° i ° o witei I . . . . . . . . . . . . . 1 *6 4 u, 1 f El •ta . ITO "7,4. 1 I LzL :':•:'``.•:EXISTING LIGHT a Va"'41' ;v 4c ` •O i ° ? w OR016 TIGARD -.-:-:-:-:-POLE (TYP) 0, *- Q0,\e' EXISTING SANITARY EXISTING IcIP•1 ° I i= • ° ° TIGARD •`•'-`- •`•`•`-`• • ' SEWER TYP BOLLARD (TYP) ° ;.;_;.;.;.;.:.;.;.;.;.;_;. 1 - •. �" - ( ) II o VW* w w 9585 SW WASHINGTON SQUARE RD .; , •.,•. •,-. .. •a c- 4 '�, ■ EXISTING ° ° ° ■ ° ° Q I PORTLAND, OR 97223 I .•.•.•. EXISTING .-.`. .•n�6'�°� �' " ELVAT?R ° -_(( VL a ;`:PROPERTY `:•:`. lb 4.,' Q �"' , S. , ° ° ° ------------------ --- ------------------ -- \\ EXISTIN EXISTING '' - - . . . . . . . . . . . . . � , , BUSH (T(P) STAIRS �L, .`. . .'.`.`.`.'.`. .`.`.` ` 6�' � ■ ■ (TYP) SHEET TITLE [ ] ,u �t7� �a�4'p ° ° ' --- 0 -__ ------------------------ OVERALL SITE PLAN . . . . . . . . . . . . . . I . . . . . . . . . . . . . * °P. �" FORMER a • : • : : : : : : : :•: : A �' ( NS 1 - EXISTING — 1 it ;/11 ° . .Y.•. . . . _ \ / \. 1 111. °a tA) • •'•'•`•'-'•'•' ." �� \ \ \ FENCE (TYP) \ ,� U) ° SHEET NUMBER A-1 20' 10' 0 20' 40' Tei iiiiiiiiiiiiiiiii 1"=20' NOTE 1. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY APPROXIMATIONS. THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BEFORE BIDDING. J / Almwmm \, 4 ,-- T .= \ L \ / , MOTORS, INC. T 5L.n 7-- , lJ V ‘ v 90111~111~111:111~SOWILIGIIIMIGWri.11h.MCWWWIE / ET // 3500 DEER CREEK RD PALO ALTO,CA 94304 o o // o o 0 o , 0 (650)681-5000 EXISTING ROLLING \,_‘c \` EXISTING ELECTRIC SHUTTER TO BE / J GEAR REMOVED /�,\ ,\ EXISTING ROLLING SHUTTER 1 / EXISTING BOLLARD (TYP) //7\) 1 �/ BLACK & VEATCH / / 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 . J i / '9 N EXISTING ELECTRICAL �j'/ LINE (TYP) `v PROJECT NO: 192745 VDP EXISTING GROUND �/ \ DRAWN BY: LEVEL CONCRETE CLEAR APPROXIMATELY CHECKED BY: CNS PARKING LOT - 208 SQ FEET AREA FOR /v PROPOSED TESLA STATION r 1 REMOVE EXISTING <> \-''''' A�✓ PARKING LINE BY S ///// GRINDING (TYP OF 12) 4. \ \ '` 1 04/04/18 ISSUED FOR CONSTRUCTION �` 0 11/01/17 ISSUED FOR PERMITTING %J` REV DATE DESCRIPTION ///// t \ 1. t��F.D PROF (It /� <) �. sci 91378PE c'' , y % 04.4-4.72? .AZ .-- 91, OREGON k3 ' \ \ \ II IN \ SoNT.K�,� \\\ ST ST ST S ST ST ST j J ST T ST ST ST ST ST ST ST ST S - ST ST N. ST S"�" S\ ST EXPIRES: 6/30/19 . \ ' \� 0�/05F/2018 EXISTING e \ \ \ IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS \\ \\\ COLUMN (TYP) \ \ LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS EXISTING DOCUMENT. J \ A / UNDERGROUND \\ \ � / \ \ �\ STORM LINE A 0R016 TIGARD \ \ EXISTING \ \ PARKING \ \ TIGARD \ \ \, 9585 SW WASHINGTON SQUARE RD \ \� f \�, LINE (TYP) \ \� \ PORTLAND, OR 97223 ,\ SHEET TITLE , DEMOLITION SITE PLAN 7Z7. 10/* 1 r IVSHEET NUMBER A-2 6' 4' 2' 0 5' 10' DEMOLITION SITE PLAN 1 - - - [ ) 3116"=1'-0" NOTES PROJECT AREA STALL COUNT 1. FOR SIGNAGE INFORMATION SEE SHEET A-5. 5. CONTACT: TESLA EQUIPMENT SCHEDULE l 2. CONTRACTOR TO INSTALL LITHONIA LIGHT: DSXPG LED 2 10B700/50K TSM MVOLT HS SF DNAXD VIC GREENSPOON EXISTING STALL COUNT 11 TESLA EQUIPMENT DESCRIPTION PART NUMBER QUANTITY . 3. CONTRACTOR TO INSTALL CRITERION EG SERIES FOLDING GATE OR ENGINEER EQUAL PER (636) 869-0837 EXT. 108 MANUFACTURER'S INSTRUCTION TO MATCH OPENING IN FRONT OF SWITCHGEAR. LAWRENCE ROLL-UP DOORS, INC. PROPOSED TESLA CHARGING STALLS 10 CHARGER CABINET GEN 1 1133063-00 5 4. GATE SHALL PIVOT AWAY FROM SWITCH GEAR WHEN OPEN. /� CHARGING POST VER 1 1108926-00 10 .r au,s PROPOSED L1 T . 5 L n irj QED SWITCHGEAR MOTORS, INC. T =5 L n ASSEMBLY CA D-1 3500 DEER CREEK RD V — PALO ALTO,CA 94304 EXISTING (650)681-5000 RAILING N 1 11 EXISTING CONDUIT 'x`` �1 ----. —�" STUB UPS I! 1— \k\ \ al — ,✓,. II 1 e EXISTING V/ 0 0 ROLLING ,.\ / SHUTTER -- -- \/J EXISTING GROUND • ,\ LEVEL CONCRETEANdre \>.- \�- 1111 PARKING LOT EXISTING - PROPOSED B LACK & VEATCH BOLLARD (TYP) FOLDING GATE 6800 W 115th St,Suite 2292 A-0 (SEE NOTE 3,4,5) OVERLAND PARK,KS 66211 (913)458-2000 V\ / \ EXISTING \\ UNDERGROUND \, 2 EXISTING ELECTRICAL LINE (TYP) /\, CONTOUR(TYP) O \ / PROJECT NO: 192745 1 9 l- DRAWN BY: VDP \\ �� CHECKED BY: CNS Mil PROPOSED LIGHT ` EXISTING GROUND \ PROPOSED PARKING SEE ENLARGED A A-5 (TYP OF 2) (SEE NOTE 2) LEVEL CONCRETE // \'2 ' LINE (TYP OF 11) PROPOSED EQUIPMENT A-5 / 1 PARKING LOT / LAYOUT SHEET A-4 V A" J 5'-3 8%6" 0 J CI I /j I ® ® ils ® 1 04/04/18 ISSUED FOR CONSTRUCTION PROPOSED NON-ILLUMINATED D 1 I ! - - 1 0 11101/17 ISSUED FOR PERMITTING PARKING SIGN (TYP OF 10) D-2 1 i �' ' ;; i p / I k i `REV DATE DESCRIPTION 1 ,c/ /7 o ® t PROPOSED TESLA B B PROPOSED I 1,10T ®,! I ♦ 1r CHARGE POST 10 a ri WHEEL STOP I fi 1 D-1 I I D-Z (TYP OF 20) j I '�� � ���'S'cS''y �i (TYP OF 1O) , II ' CO GINE c 1 N 4'`6'� 41-6 4 M 1 2 ' 91378PE " IL:g ,i (TYP) zo \TN?) Ny -- I C� 1 1 ! ir :I --, / / i _I CI; c) i'. 5B _ 5A 4B 4A 3B L 3A _1 E 2A 1B _ 1A '` •9�� OREGON �"0 I . ir . ...... .. O ,.� 4/44.9 � Op, EGIS-S� Gj I I I -1f I \' 1 .�' — .�' 1 �.' I -4- -�' I �" I v 4SQNT.�P�� \ \ z A \ \ 78. 4 J sir r r r , } �i ST ST ST ST S ST / 4T \ ST ST/� T ST / ST \ ST sj� ;- - ST / I ST ST / S r 1l / ST \\ ST \ ST/ r ST EXPIRES: 6/30/19 /� �� \� ,� /i /,, p� Q1 /,� \ /� /i /� 05F/05112018 « \J �# \ « ITIS A VIOLATION OF LAW FOR ANY PERSON,UNLESS \ \ 4 « \ \F THEY ARE ACTING UNDER THE DIRECTION OF A /� � LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS \. \ _ N \ EXISTING STORM / 1 DOCUMENT. / EXISTING \ \ AM PROPOSED 8"x8" SEWER LINE (TYP) 7 \ \CONCRETE D-1 WIREWAY \ OR016 TIGARD COLUMN (TYP) 77 \\ \ `\\ \\ TIGARD \ N \N \ EXISTING PARKING \ A . \� \ 9585 SW WASHINGTON SQUARE RD �\ \ \ \ \ LINE (TYP) PORTLAND, OR 97223 \ \ \ \ \ \F / 0-) SHEET TITLE 1 - 7 PROPOSED SITE PLAN \ '�V / J ---NE.1 \ \ / _ , Illor SHEET NUMBER AN-3 6' 4' 2' 0 5' 10' PROPOSED SITE PLAN ► — — — iiiii 3/16"=1'-0" ze, ........ TLFij! 2'-0" 3'-0" 5'-0" MOTORS, INC. T =_ S L F (TYP) Arlik A-0 3500 DEER CREEK RD PALO ALTO,CA 94304 ▪ v a �, o G (650)681-5000 I 0 1 g 04 74D,j\ --) e t (1111)) .\) I-- s �� vvvvv T 1 1 I T r 4 vr oOOOoo � ,�ooaO I PROPOSED EQUIPMENT - 00000c i '00a0r) j (TYP) D-3 D4 0-4 00000 PLATFORM TYP cacao I I 000 0000c O0o aoo ) 00 I I , 0 0 0 —r, I — ' l� 5: 1o0r TI TI 1 /ice 11 f/i I I /ir II ih ~ I / I I I I / II / I I j I I / II 1 / I I / I I / II 110. A I/ I 2" I I i II PROPOSED TESLA /I i i,(;YP) - { i I El? SUPERCHARGER Ali Ark 1 EI I ,I CABINET (TYP OF 5) D-1 D-1 BLACK & VEATCH c• 11) (IP 'Ip i'Li <y 00 q; I 4 6800 W 115th St.Suite 2292 l I OVERLAND PARK,KS 66211 G (c____OD (913)458-2000 O r 0 4 3 5%5" ,P ( c E I (TYP) \P )1iAN 21 PROJECT NO: 192745 II f 1 DRAWN BY: VDP - - I 1,,,____ j— . - — CHECKED BY: CNS . I II I1 1 1 II 11 G ,\, I III \\� v I C I \ �I/ Lf- —__ _ ' I 1� r 1 __ '`_r1 4 e 1 04/04/18 ISSUED FOR CONSTRUCTION rl \ (II I 1 0 11101/1T ISSUED FOR PERMITTING 11 ' 1 ; ‘REV DATE DESCRIPTION J I 1 - a 0 0 ����p PRpfiS "' � �� 91378PEr" E r I r aks4- - ')< .- -IP OREGON . 2" O/ REGIS1-ezt• o a 1 (TYP) : }a 480N T.KP►'kC AçIII e I-—_ l- r- r _---- _-0— --1 EXPIRES: 6/30/19 0 012 0004 0e1/0q/2015 ) 00012 cool 0 0 0 O C IT ISA VIOLATION OF LAW FOR ANY PERSON,UNLESS 0000 e J O O O O o� THEY ARE ACTING UNDER THE DIRECTION OF A p — . • • : _ LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. C„) l„ \ l N >- OR016 TIGARD TIGARD t u G o 4 9585 SW WASHINGTON SQUARE RD 0) (Q) 0 (0) PORTLAND, OR 97223 O 0 10" � � ‘ PROPOSED REMOVABLE Ark SHEET TITLE BOLLARD (TYP OF 13) D-2 W ENLARGED PROPOSED AglithA EQUIPMENT LAYOUT d ©1 . limp SHEET NUMBER A-4 12" 6" 0 1' 2' 3' ENLARGED PROPOSED EQUIPMENT LAYOUT eniiiiniiiiii 3/4"=1'-0" 12" 12" - NOTES I CHARGING POST SIGNAGE SCHEDULE 1. SEE SHEET GN-3 FOR SIGN POST NOTES. „r..••...� �„. 2. ADDITIONAL PARKING SIGNS TO BE INSTALLED 2"ABOVE T T SUPERCHARGER CHARGE POST SIGN(S)TO INSTALL TOP OF PREVIOUS SIGN (IF APPLICABLE). - 'r 5 L`n 1A DEDICATED _ _ CO T'SLR 1 B DEDICATED r� VEHICLE 30 m DEDICATED T S L n Ei CHARGING ' ONLY 30 MINUTE GENERAL PARKING 2B DEDICATED MOTORS, INC. T E s L Fi 3A DEDICATED DEDICATED ENABLEDEZI DEDICATED 3500 DEER CREEK RD 0 4A DEDICATED ALTO,CA PALO(60)681-5000 94304 ® EiDEDICATED DEDICATED SB DEDICATED V\ D PROPOSED NON-ILLUMINATED EXISTING CONCRETE D-2 PARKING SIGN (TYP OF 10) PROPOSED TESLA COLUMN (TYP) CHARGE POST B PROPOSED TESLA PROPOSED ink PROPOSED 8"x8" - EXISTING UPPER (TYP OF 10) D-1 _ EQUIPMENT LIGHT (TYP OF 2) t D-1 WIREWAY LEVEL SLAB i ._ 1A m 2A m m Q3 4A 4B sA 5B BLACK & VEATCH 0 0 0 Q ..L. E: E El V Y T E 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 111 ,1111i (913)458-2000 ill ij pp � I I - A PROPOSED PROPOSED d EXISTING / REMOVABLE WHEEL STOP (TYP) CONCRETE SLABBOLLARD TYP) PROJECT NO: 192745 DRAWN BY: VDP CHECKED BY: CNS 1 6' 4' 2' 0 5' 10' SITE ELEVATION ► - - - iiii A 3/16"=1'-0" NOTE 1. GATE NOT SHOWN FOR CLARITY. 1 04/04/18 ISSUED FOR CONSTRUCTION 0 11/01/17 ISSUED FOR PERMITTING EXISTING UPPER REV DATE DESCRIPTION LEVEL SLAB �► I PROPOSED OVERHEAD EXISTING CONCRETE r ` I / L CONDUIT (TYP) COLUMN (TYP) J _ ���:OG PROFFS�5 � � NEF� sia2 'r- 91378PE `91' PROPOSED TESLA �, Ark \----n_ SUPERCHARGER D-1 D-1 a. � CABINET P) EXISTING =- - - __- =--- __= 4 .' RAILING ===-- --_ �7 OREGON © EXISTING CONCRETE _ i;;o FBF REGIS t REGI ca COLUMN (TYP) J() 2 0 _ % 'Q CL NN SQN T.K��+ %�= ir EXPIRES: 6/30119 T;o <> \ 0 1 \ ® A i S S T o o 0 0 - S 05� 002015 IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A PROPOSED i LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS REMOVABLE — — - -" — -- % DOCUMENT. BOLLARD (TYP) MI I = OR016 TIGARD _ _ 1 TIGARD EXISTING - - - _ - - _- 9585 SW WASHINGTON SQUARE RD CONCRETE SLAB �_-- ' ` PORTLAND, OR 97223 L____Ei - irk Ps QI --- D-1 SWITCHGEARPRPOSED ED EXISTING SHEET TITLE PROPOSED EQUIPMENT ASSEMBLY BOLLARD (TYP) SITE ELEVATIONS PLATFORM (TYP) EXISTING [ I Mk B Alnik CONCRETE SLAB D-3 D-3 D-4 SHEET NUMBER . [ A-5 12" 6" 0 1' 2' 3' 4' 5' 12" 6" 0 1' 2' 3' 4' 5' SITE ELEVATION eniiiiniiiiiiann B SITE ELEVATION niiiiingiiiiiiiniiiiiiiiiii9 C 1/2"=1'-0" 1/2"=1'-0" NOTES 1 UTILITY SERVICE LATERAL LENGTHS AC SUPERCHARGER LENGTHS DC CHARGING POST LENGTHS LINEAR *ESTIMATED CHARGE LINEAR ***ESTIMATED ** AC CONDUCTORS: 16 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR UTILITY LENGTH (FT) LENGTH (FT)* LINEAR LENGTH ***Irk ESTIMATED POST LENGTH (FT) LENGTH (FT)*** BURIED DEPTH. TRANSFORMER SUPERCHARGER SWITCH. TO ESTIMATED TO SERVICE LENGTH 1A 20 42 0 22 SUPERCHARGER *** DC CONDUCTORS: 22 FEET IS ADDED TO THE HORIZONTAL RUN LENGTH TO ACCOUNT FOR EQUIPMENT 1 FBI 29 51 BURIED DEPTH. 2A 41 63 _ TOTAL LENGTH OF Cu WIRE PER CONDUIT= 88 **O 71 87 0 T L n LAT 1. CONDUCTOR LENGTHS ARE ESTIMATES ONLY. LENGTHS ARE BASED ON DIAGRAMMATICAL 2B 50 72 MEASUREMENTS.THE EXACT ROUTING PATH AND CONDUCTOR RUN LENGTHS SHALL BE NUMBER OF WIRE FILLED CONDUITS 365 87 MOTORS, INC. T Z. 5 L.n DETERMINED BY THE CONTRACTOR IN THE FIELD BASED ON PHYSICAL MEASUREMENTS. TOTAL LENGTH OF Cu WIRE = 264 **Q 73 89 O 3A CONTRACTOR TO ORDER CONDUCTOR BASED ON FIELD MEASUREMENTS (MUST BE APPROVED 3B 74 96 BY TESLA INSTALLATION MANAGER). (SEE SHEET E-3 FOR WIRE CONFIGURATION) ** 4A 81 103 3500 DEER CREEK RD *TOTAL LENGTH OF Cu WIRE =4 WIRES PER CONDUIT 0 67 83 PALO ALTO,CA 94304 2. ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ON-SITE SHALL BE DONE IN x ESTIMATED LENGTH 4B 89 111 (650)681-5000 ACCORDANCE WITH NATIONAL ELECTRIC CODE (NEC) STANDARDS BEING ENFORCED BY ALL x NUMBER OF FILLED **065 81 ,=, SA 96 118 APPLICABLE JURISDICTIONAL REQUIREMENTS AT THE TIME OF CONSTRUCTION. CONDUITS 0 5B 105 127 3. THE MAXIMUM RUN LENGTH BETWEEN SUPERCHARGER CABINET AND CHARGING POST IS NOT TO ** 5 62 78 TOTAL LENGTH OF DC AL WIRE = 3480 EXCEED 160'.ANY LENGTH BEYOND THIS MAXIMUM SHALL INCLUDE AN RG-6 COAX CABLE RUN IN TOTAL LENGTH OF#3 AWG GND Cu&COMM CABLE WIRE= 870 A SEPARATE 1" CONDUIT. TOTAL LENGTH OF Cu WIRE PER 1672 (SEE SHEET E-2 FOR WIRE CONFIGURATION) CONDUIT ***TOTAL LENGTH OF DC AL WIRE = SUM OF ESTIMATED LENGTH NUMBER OF WIRE FILLED CONDUIT= 4 x2 WIRES PER CHARGE POST TOTAL LENGTH OF Cu WIRE = 6688 ***TOTAL LENGTH OF GND Cu AND COMM CABLE WIRE=SUM OF ESTIMATED LENGTHS *****(SEE SHEET E-2 FOR WIRE CONFIGURATION) WI TOTAL LENGTH OF AC Cu WIRE = SUM OF ESTIMATED LENGTH x 4 WIRES PER SUPERCHARGER . TOTAL LENGTH GND Cu WIRE = SUM OF ESTIMATED LENGTHS BLACK & VEATCH I��_� i i i i i i i i i r -{-��----- -y - --- --- {�� '{ r r� r y � _ �� �.. rTr-rr�r. . . . . . . .. „ , „ , , , „ , 1 „_ 6800 W 115th St,Suite 2292 t L U - d U� t 1 * tJ l t l iikLE- d Ue l� l� L jy_E lie d t OVERLAND PARK,KS 66211 SS - SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS - SS SS SS SS SS SS SS - SS SS SS 1 SS (913)458-2000 A PROPOSED t � QED SWITCHGEAR EXISTING t �- y `�� ' ASSEMBLY ROLLING t 01:11 •• 1 SHUTTER (TYP) i AT t I __ , r f III X •i ! d .- - -- -- -- Q- IMt PROJECT NO: 192745// • , 0 0 0 0 0 0 0 0 0 0 t H VDP ,'<' I ED BY: CNS / 0 t ;/ , ♦ 1 EXISTING _ EXISTING 1200A SERVICE \ RD P `'' ISCONNECT EXISTING BOLLA (TY } 0 TRANSFORMER 1013 / (4) EXISTING CONDUIT STUB UPS gliki FROM EXISTING SERVICE BREA ERS (1) PROPOSED 3/4" OVERHEAD Ur Ark CONDUIT FROM PROPOSED Ilagy SWITCHGEAR TO PROPOSED �� 7- \\\ OVERHEAD LIGHTS 1 04/04/18 ISSUED FOR CONSTRUCTION EXISTING GROUND EXISTING N fir (5) PROPOSED 3" OVERHEAD CONDUITS 0 11101/17 ISSUED FOR PERMITTING LEVEL CONCRETE UNDERGROUND a FROM PROPOSED SWITCHGEAR TO �� Ark A�r® D `REV DATE DESCRIPTION / PARKING LOT ELECTRICAL PROPOSED SUPERCHARGER CABINET `lig W D-3 D-3 LINE (TYP) � tl %PRpPROPOSED PARKING \ \;cv ow PROPOSED REMOVABLE ,`t��� �ScS' S LINE (TYP OF 11) a. BOLLARD (TYP) �� �" �r1G ( N E , /O PROPOSED LIGHT /* y h14 91378PE f P PROPOSED TESLA illak � ��r� MOUNTED TO /j' PROPOSED `ice W CEILINGP OF 2) / SUPERCHARGER (TY / WHEEL STOP 0 CABINET (TYP) D-1 ca4.,6t-f-72-7 */(---.. (TYP OF 20) 9 OREGON moo` ///// toH �F REG1S��� r111 PROPOSED TESLA a Q©fl N T.K CHARGE POST f n ''o EXPIRES: 6/30/19 EXISTING (TYP OF 10) U P / Ls- 0 _ � O�f/Q�f/2015 �I II . (TYP) MN %` f U U IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS / ENE Iirgestlionipmpialleggmizigwiaimmil _ _ _--_ ® __ ,--_ I I THEY ARE ACTING UNDER THE DIRECTION OF A • Tm E ti LICENSEDPROFESSIONALENGINEER,TOALTERTHIS -J t1B r -' 1A I I I ` DOCUMENT . J I• __ - 1 P P a „\ P P P\ a �..� <, (10) SETS OF CHARGING STATION OR016 TIGARD - ST ST ` ST S ST ST 0 ST .,i ST ; _' �ST, ' ST ; ST ST STS; ST f, ST T f \ �' \ \,/ r, ST CONDUCTORS ROUTED UNDER TIGARD N� % ,; \ PROPOSED EQUIPMENT 9585 SW WASHINGTON SQUARE RD PLATFORM INTO 8"x8"WIREWAY PORTLAND, OR 97223 /� D CONDUIT TRANSITIONS PROPOSED 8"x8" A D-3 ALONG WALL ABOVE HEAD - WIREWAY \ NSW NSW \ EXISTING UNDERGROUND SHEET TITLE \ \ \ \ STORM SEWER LINE (TYP) ` / \ / EXISTING PARKING � 1 [ Allibik*111110rELECTRICAL PLAN / LINE (TYP) /� I i SHEET NUMBER REFERENCE SHEET E-1 FORA SUMMARY OF THE UTILITY RELATED CONSTRUCTION RESPONSIBILITIES AND DESIGN DETAILS [ % El 8' 4' 0 8' 16' ELECTRICAL PLAN i — — — — i 1/8"=1'-0" INCOMING/ METERING MAIN BREAKER GO I-LINE PANEL __._ PROPOSED 1200A SERVICE EQUIPMENT 480/277V, 34), 4W 0 0 0 0 0 Q 0 65KAIC WITH GROUND FAULT _ r\.. .L PROTECTION r= o i 0 0 0 0 0 0 T =7 SI.- ial --LAT* I I i Q j 0 0 0 < 0 < 0 < o R • MOTORS, INC. ,- � I I I go aI u) a. � a � a ID CL, Ba a r CO Nin Nt"t NM Nt'4 NC) ear 1 PROPOSED CEILING MOUNTED EXISTING UTILITY I L ,_ _ _ _., __._ ____J PEDESTRIAN LIGHT FIXTURE (TYP) 3500 DEER CREEK RD TRANSFORMER 480/277V, PALO ALTO,CA94304 ,4W 2500KVA r---� Ur (650)68 -5000 3t . 07' ® r i o M1 I ` /_. 1 1200/3AS1 I ICj SEE j 1 LO 1200/3AT1 I 0 - / VIII' NOTE 2: I r —r -1 L J s Z I PROPOSED ADDITIONAL 1 1 W 2 1 1 0CEILING MOUNTED PEDESTRIAN LIGHT Z f FIXTURE 7:1: 1200A SEE , 0las ;A.- EXISTING 3P NOTE 5 • SUPER- SUFER- SUPER- SUPER- SUPER- / /Th 0 CHARGER CHARGER CHARGER CHARGER CHARGER 1 - e GROUND J GFP 0 J #1 #2 #3 #4 #5 BLACK & VEATCH L(PER EXISTING SERVICE 0 - . UTILITY) DISCONNECT t, 6800 W 115th S Suite 2292 " OVERLAND PARK KS 66211 I m 2A 2B 3A 3B 4A 4B 5A 5B j ''''~-PROPOSED VEHICLE CHARGING (913)458-2000 I i POSTS. SEE SERVICE ELECTRICAL L. -' CIRCUIT SCHEDULE FOR CONDUIT & CONDUCTOR DETAILS PROJECT NO: 192745 DRAWN BY: VDP SYSTEM ONE-LINE DIAGRAM NO SCALE A CHECKED BY: CNS SERVICE ELECTRICAL CIRCUIT SCHEDULE SERVICE ELECTRICAL CIRCUIT SCHEDULE CONTINUED NOTES 1. NEUTRAL MUST BE INCLUDED FOR PROPER OPERATION NO FROM TO CONFIGURATION NO FROM TO CONFIGURATION OF TESLA SUPERCHARGERS. 1 0 (3) 350 MCM CU (THWN-2) + & ) PROPOSED TESLA PROPOSED TESLA 1A 2. PROPOSED UTILITY CTS SHALL BE LOCATED WITHIN EXISTING SERVICE PROPOSED SERVICE (1)350MCM CU (THWN-2) NEUT+ ) SUPERCHARGER#1 CHARGING POST APPROVED CT COMPARTMENTS APPROVED BY UTILITY 1 DISCONNECT, 1200A EQUIPMENT; INCOMING (1) 3/0 (THWN-2) CU EGC IN ) 1B t AS SHOWN IN THIS DRAWING PACKAGE. 04/04118 ISSUED FOR CONSTRUCTION 80% BREAKER EACH OF THE EXISTING (4) 3"* CONDUITS (BY CONTRACTOR) ) 2A e3. ALL CONDUCTORS TO RECEIVE ANTI-OXIDATIVE COATING 0 11101117 ISSUED FOR PERMITTING PROPOSED TESLA PROPOSED TESLA DURING INSTALLATION. REV DATE DESCRIPTION SUPERCHARGER#2 CHARGING POST 2B l PROPOSED SERVICE PROPOSED SERVICE FACTORY 4. CONTRACTOR TO USE 'SIMPULL THWN-2'ALUMINUM e 1 ``/ EQUIPMENT; INCOMING EQUIPMENT; 1200A MAIN INSTALLED 1200A WIRING PER TESLA'S REQUIREMENTS WHEN ALUMINUM BREAKER BUSS PROPOSED TESLA PROPOSED TESLA 3A SIS INDICATED IN THE CIRCUIT SCHEDULE ABOVE. ��,EO PROPS. 061( PROPOSED SERVICE PROPOSED SERVICE FACTORY SUPERCHARGER#3 CHARGING POST � t&G 1 N F . ' 03 EQUIPMENT; 1200A MAIN EQUIPMENT; BRANCH CIRCUIT INSTALLED 1200A 3B 4S 5. NEUTRAL IS NOT TO BE BONDED TO EQUIPMENT C.4i �,. BREAKER DISTRIBUTION I-LINE PANEL BUSS4A ® GROUND. art91378PE r PROPOSED SERVICE PROPOSED PROPOSED TESLA PROPOSED TESLA 4+1 7,y! '"'_- EQUIPMENT; I-LINE PANEL TESLA SUPERCHARGER#1 SUPERCHARGER#4 CHARGING POST 4B LEGEND ' (250 AMP) (3) 300MCM Cu (THWN-2) + 9 OREGON o PROPOSED SERVICEQ' EQUIPMENT; I-LINE PANEL PROPOSED PROPOSED TESLA PROPOSED TESLA SA (1) 300MCM Cu (THWN-2) NEUT + J �FREGIS�4` c� AMP) TESLA SUPERCHARGER#2 SUPERCHARGER#5 CHARGING POST (1)#4 AWG Cu EGC tN 3 CONDUIT �jS,O \4{R (250 5B NT.K PROPOSED SERVICE l.1 EQUIPMENT; I-LINE PANEL PROPOSED CD (1) 12 AWG CU (2) -250 MCM AL (THWN-2)/ (1) PER DC {+/-} POST+#6 AWG TESLA SUPERCHARGER#3 (THWN-2} + (1) 12 Cu EGC + COMM CABLE (PER TESLA) IN 8"x8"WIREWAY Ec�i�a �A {250 AMP) 5 €'`tttR#5 PROPOSED SERVICE PROPOSED CEILING AWG CU (THWN-2) PROPOSED SERVICE LJ EQUIPMENT, I-LINE MOUNTED NEUTRAL+ (1) 12 ITIS A VIOLATION OF LAW FOR ANY PERSON,UNLESS PROPOSED THEY ARE ACTING UNDER THE DIRECTION OF A EQUIPMENT; I-LINE PANEL TESLA SUPERCHARGER#4411i) PANEL (15 AMP) PEDESTRIAN LIGHT AWG CU ECG IN UCENSED PROFESSIONAL ENGINEER,TO ALTER THIS (250 AMP) EACH OF (1) -3/4" DOCUMENT. • PROPOSED SERVICE RGS CONDUIT EQUIPMENT; I-LINE PANEL PROPOSED 0 (250 AMP) TESLA SUPERCHARGER#5 OR01 fi TIGARD TIGARD 9585 SW WASHINGTON SQUARE RD PORTLAND, OR 97223 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 SERVICE ELECTRICAL CIRCUIT SCHEDULE NO SCALE B i ____ _,,,_,,, ......_ _ THE MICROLOGIC 6.OA TRIP UNIT PROVIDES SELECTIVE AND GROUND-FAULT PROTECTION —long time 0 0 0 an 0 0 41 FOR EQUIPMENT (>_1000 A) (LSIG) alarm AND A BUILT-IN AMMETER. Ir .60 .65 tr 8 soA >90 >1os __ .70 4 12 >, • 3.2 OR 3.3 A. TRIP UNIT NAME Ia .......... SMicrcIogIc6OA B. ALPHANUMERIC DISPLAY '50 .80 2 16 a MI« � • ; �, • *) C. THREE-PHASE BAR GRAPH ��""'' �■ /� Ir• , Isd , 1 r 1 ed 19n p test re ■45 \ 1 20 125 150 175 4 6 16 4 6 6T = S L rai _T D. SCROLL BUTTON ■90 ■ ■ tr 0 0 10o x 16 a 10 E. MENU BUTTON 5 24 '' ' '' ` IMOTORS, INC. T = s L n F. LONG-TIME PICKUP (Ir) ■40 �.� O 0 0 80 •225 1 16 2.11 411P - X In a0 61r o O 250 s 1.s ,5 __ MAIN OCPD1"C): SWITCH Jr(A) tr fa 6 Jr ii(x In) k q G. LONGTIME DELAY(tr) N11' 4 SWITCH — short time i —instantaneous O 0 0 0 l _:__ _._- 3500 DEER CREEK RD H. SHORT TIME PICKUP (Isd) Isd tsd 4 II PALO ALTO,CA 94304 N A e C ! SWITCH 3:410•10,4 4 5 (S) ■4 ' .3 6 $ 10 LC..) CO Q © (650)681-5000 O O 0 O. 0 0 o o I. SHORT-TIME DELAY (tsd) SWITCH 2.5 6 ■3 •2 4 12 MICROLOGIC 3.2/3.3 ELECTRONIC TRIP UNIT O O 100% 0 0 0 J. INSTANTANEOUS PICKUP {ti} —_-..) - '� 8 2 '1 II':15 ,1 0 SWITCH 2 -{ K. GROUND-FAULT PICKUP (Ig) '�,5 10 •� 2 Off 7 40% ° 0 0 ' 2 * JJ CIRCUIT BREAKER 150 1...„ 0 SWITCH X I r on I t off X I n 125 175 �.•► ---- L. GROUND-FAULT DELAY (tg) 480VAC L-L SWITCH setting 0 delay 100 200 M. TEST PLUG RECEPTACLE I tg • test A. READY LED (GREEN) O . O . O 4.:.J 225 ♦ N. GROUND FAULT g 4, B. OVERLOAD PRE-ALARM LED ; • • ; 80 O O CI) PUSH TO TRIP BUTTON D E F (S) .4 • .3 I70 250 ,_,_ (ORANGE):90% Ir longtime i 0. OVERLOAD INDICATOR LIGHT �� .3 . C. OVERLOAD ALARM LED (RED): Ir (A) O p 0 0 0 w......7. i 4 42 'k^" P. RESET BUTTON FOR O G105% Ir THE TRIP UNIT'S In RATING Ir F 2 14 BATTERY STATUS CHECK /* .1 � CORRESPONDS TO THE MAXIMUM O� '� ' ;.o �' ` AND TRIP INDICATOR LED B ' 0 • • VALUE OF THE ADJUSTMENT I 4 16 O O O O O O U short�■ al � Q. SELF-PROTECTOR INDICATOR •�� RANGEIII BLACK & VEATCH �+' Isd 4d 5 RIa LIGHT A J 2 D. TEST PORT 2 16 �ZAfek 6800 W 115th S Suite 2292 • 3,��: ?� `"~ 5 R. GROUND-FAULT INDICATOR ground On I t Off E. ADJUSTMENT DIAL FOR 1 16 OVERLAND PARK,KS 66211 IOW d 2x1° 0 LIGHT — fault I LONG-TIME PROTECTION DELAY tr (913)458-2000 °g °""y ,4 0 S. SHORT TIME OR F. ADJUSTMENT DIAL FOR .5 0 ° 3 ° 6 �• �,.4 x ♦ •• INSTANTANEOUS TRIP SHORT TIME PROTECTION PICKUP _ tr @ 6 I r ' H �, 6.1 •• INDICATOR LIGHT SECTION 1 Isd i• - Isd I .,,�,,• on e` °"I - T. LONG-TIME TRIP INDICATOR NOTES G. ADJUSTMENT DIAL FOR O : - :' " 4 6 $ LIGHT INSTANTANEOUS PROTECTION :— --- - = 04 1 0 ......... 1. THE PLUG SETTINGS DEPICTED WITHIN THIS DETAIL SHALL BE USED PICKUP ti 0 • 0 • 0 3 Idell. 10 ON ALL R-FRAME CIRCUIT BREAKERS REGARDLESS OF AMP RATING. H. TRIP CURVE 2 PROJECT NO: 192745 MICROLOGIC 6.OA 2. THESE CIRCUIT BREAKER TRIP SETTINGS ARE NOT COORDINATED 2 * BREAKERS ARE ELECTRONIC TRIP UNIT PANELJ * BREAKERS ARE RATED DRAWN BY: VDP WITH UTILITY TRIP SETTINGS. 1.5 15 CHECKED BY: CNS RATED FOR 80% L „_ _,,, ",._ 3. BREAKERS 1200A AND GREATER INCLUDE ENERGY REDUCING FOR 80% 11 (x In) MAINTENANCE SWITCHING (ERMS). r MICROLOGIC 6.0A ELECTRONIC TRIP UNIT DETAIL NO SCALE A MICROLOGIC 3.2/3.3 ELECTRONIC TRIP UNIT DETAIL NO SCALE B NOTES 1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND IN COMPLIANCE WITH LOCAL AND NATIONAL CODE REQUIREMENTS. 1 04104/18 ISSUED FOR CONSTRUCTION 2. REFER TO SHEET E-2 FOR CONDUCTOR REQUIREMENTS WITHIN CONDUITS. 0 11/01/17 ISSUED FOR PERMITTING 3. REFERENCE SHEET E-1 AND E-2 FOR ADDITIONAL DETAIL. PROPOSED 3" OVERHEAD PROPOSED TESLA PROPOSED CEILING N. DATE DESCRIPTION POWER CONDUITS (TYP) SUPERCHARGER (TYP) MOUNTED LIGHT FIXTURE — PROPOSED 314" OVERHEAD PROPOSED /--- POWER CONDUIT TESLA CHARGING ��p pRO�r STATION (TYP) 1 Nk. 'ist 1y `3t EXISTING 1200A INCOMING/ MAIN I-LINE X400 91378PE FEEDER BREAKER METERING BREAKER PANEL ii PROPOSED t 8"x8" WIREWAY -'°1 - r OREGON A. O �Ofi R GiS�4Q+ NT.O EXPIRES: 6/30/19 Q /R:::: O�f/2075 3 i \.3/4.01 CHARGER PEDESTAL IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS S k\'-_,L- S S DOCUMENT. ,..„),,,,,iii I jr -- r [ 1 :AR:Fill6rium- jr N. IGARDEQUIPMENT 9585SWINGTON SQUARE RD PLATFORM PORTLAND, OR 97223 (4) EXISTING 3" UNDERGROUND POWER CONDUITSSHEET TITLE 1 ELECTRICAL DETAILS • SHEET NUMBER E-3 CAR CHARGER CONDUIT ELEVATION NO SCALE C DETAIL NOT USED NO SCALE D . . r . ,0-00:')0 -00`:! 00000, 0000 0000 000 .0000 ,000 00, BURNDY CONNECTIONS CADWELD CONNECTIONS I ,'"0'0'0u- ,000) t 000 000( .000 700C '‘00 : 0\ \,.. Ili. ,.. OR ENGINEER APPROVED EQUAL 1446.,L , lot OR ENGINEER APPROVED EQUAL - - .Y.^- ..... SL ' , T =IP Ell MOTORS, INC. in T E. 5 L.F1 ..----- n ,—, ,-• ... BOND JUMPER 1‘41\- PARALLEL HORIZONTAL 14 4 HORIZONTAL SPLICE CONDUCTORS GROUNDING LEGEND FIELD FABRICATED GREEN STRANDED SPUCE OF HORIZONTAL 0 ® C-) INSULATED CABLES PARALLEL THROUGH CONNECTION OF HORIZONTAL CABLES 3500 DEER CREEK RD \CI rii-) GROUND BAR/LUG WITHIN PALO ALTO,CA 94304 TYPE 2-YA-2 TYPE SS TYPE PT (650)681-5000 99 11) -4 ,9 9 t . 9 9 . . PROPOSED EQUIPMENT T 1 / \ 11 I0,..,...............\_. 0 PROPOSED SERVICE GROUND IIII4:111* . NifIri% (TYP) 0 —-— PROPOSED GROUND CONDUCTOR HORIZONTAL STEEL PARALLEL HORIZONTAL TO EXISTING FEEDER COPPER LUGS SURFACE CONDUCTORS SERVICE GROUND A MECHANICAL CONNECTION TWO HOLE-LONG BARREL LENGTH TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR HORIZONTAL THRU CONDUCTOR HORIZONTAL PIPE • TYPE YA-2 TYPE HS TYPE PC , 4111 ', io - .et; 111 10 Ril 0 0 o 0 VERTICAL PIPE VERTICAL STEEL SURFACE 1) 9 9 0 fp ti) ‘? 4 CABLE DOWN AT 450 TO RANGE OF CABLE DOWN AT 450 TO VERTICAL BLACK & VEATCH \_ ? ?, / T_T / VERTICAL PIPES STEEL SURFACE INCLUDING PIPE >irk. a00,, a00, 0.0 0000, TYPE VS ‘ wO40 -i •.,, HORIZONTAL TEE TEE OF HORIZONTAL RUN AND TYPE VS .. t S THROUGH CABLE TO 1/4... 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913)458-2000 .)900,- GROUND ROD THROUGH CABLE TO TOP OF GROUND TAP CABLES ROD PROJECT NO: 192745 DRAWN BY: VDP TYPE TA TYPE GT CHECKED BY: CNS A e 1 .s --•. GROUNDING PLAN • s NO SCALE A CADWELD CONNECTION DETAIL NO SCALE B GROUND LUG TERMINATION DETAIL #4 AWG COPPER EQUIPMENT r 1 #4 AWG COPPER GROUNDING 1 04/04/18 ISSUED FOR CONSTRUCTION GROUNDING CONDUCTOR ELECTRODE CONDUCTOR FOR 0 11/01/17 ISSUED FOR PERMITTING #6 AWG COPPER ---- -----___________ ......10 BONDING OF GROUNDING BRAIDS #3 AWG CAPABLE COPPER EQUIPMENT GROUND LUG REV DATE Nw - DESCRIPTION 00 EQUIPMENT GROUNDING - CM - #6 AWG COPPER EQUIPMENT (CONTRACTOR PROVIDED CONDUCTOR (CHARGE GROUNDING CONDUCTOR LUG) t N POST A) EMI s (CHARGE POST B) so PROpk. PROPOSED • SWITCHGEAR #4 AWG COPPER EQUIPMENT r-----i r-- I ASSEMBLY GROUNDING CONDUCTOR N_ t" - 4 0 4.c. 91378PE r EXISTING 1200A INCOMING / r - 1 i#6 AWG i o VEHICLE • i COPPER 4) CONNECTOR g>4.,61--472-7 FEEDER BREAKER METERING MAIN BREAKER I-LINE PANEL % i ce 0 II li r--- ---1 1 . 1 . ....._ _ ,\ \\______, ,„ ii, Iii SUPERCHARGER PROPOSED 1 t3JPIHErc:EDITNNRTOTGGERES:-\\--:,1‘::::: - - 1 1 7 4 (T Y P OF 2) ovp t .•fi ks • a:* /1 (TYP) ,..„....... 1 t_____It_i_m i / CHASSIS MOUNT 6F-_---_--ii..jui-_-_--.=. -__4::/ 1 GROUND BAR(TYP) . -)- \. li. .-:ii 1 1 i LA!--1-- , ( 111 I yi .di TESLA CHARGING POST (TYP) CHARGER 1/4, IT IS A VIOLATIONLAWANY UNLESS THEYTHEOF A ARP ER(:)744 ACTING IS°449ORPS:4I DOCUMENT.O:U/RN:RAED:4FSEROGGN7.:R12Y6SIN::ENI3E;11012,::E/ETR.1:01Y19OONN, LICENSED0 ALTER THIS 0, • ——— VIZI 1 el MED i_,.. LI ,---..==-= i t i 1:1 11:1 _ C T----------- ' ir-Weiftrriftatittrilkeral -- - - _i !,_ I 16...._ -- .M1 PEDESTAL 0R016TIGARD I 1 TIGARD II I L j1KN___ r A 1111%kii... 9585 SW WASHINGTON SQUARE RD L -- —- - ..1 \ —"IIIIIIIIiiii4ili. PORTLAND, OR 97223 • EXISTING MECHANICAL (X) X COPPER FACTORY PROPOSED 3" PROPOSED #6 AWG COPPER #12 AWG GND WITHIN EQUIPMENT BOND EQUIPMENT INSTALLED OVERHEAD 8"x8" EQUIPMENT TESLA PROVIDED COMM GROUNDING GROUND BAR(S) CONDUIT WIREWAY GROUNDING CABLE (TYP) (TO COMM SHEET TITLE CONDACTOR CONDUCTOR TERMINATION STRIP) GROUNDING DETAILS SHEET NUMBER , G-1 GROUNDING SCHEMATIC NO SCALE C DETAIL NOT USED NO SCALE D . . NOTES •T S ` 1. NEMA TYPE 3R WIREWAY TO BE PROVIDED BY SCHNEIDER. 1. PROPOSED 9/16" HOLES ARE TO BE DRILLED, PUNCHED, OR CUT r 2. ENSURE TO USE SCHNEIDER PROVIDED CLOSING PLATES AT THE END OF WIREWAY. • 3. SCHNEIDER PROVIDED TEES, ELBOWS, OR CONNECTORS MAY BE NEEDED FOR BENDS AND THROUGH THE EXISTING CABINET SUPPORT (BOTTOM FLANGE) SPLICES. AND INTENDED FOR CONNECTION TO C8x11.5. 4. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT. ENSURE 1" GAP2. ALL EXPOSED STEEL CAUSED FROM PUNCHING, DRILLING, OR BETWEEN ANCHORS AND EXISTING REBAR. CUTTING OR DAMAGING EXISTING REBAR IS CUTTING SHALL BE COLD GALVANIZED SPRAYED. voimam PROHIBITED. wow _ � 5. CUT PENETRATION THROUGH WIREWAY AT CHARGING POST LOCATIONS TO ROUTE CABLE. SEAL i i ...:10D 3. CABINETS MAY NOT BE LAID ON THEIR SIDE. IF NEEDED, THE T = S L rillPENETRATION WITH ELECTRICAL GRADE SILICONE. --'rUT WIREWAY 1 yrEQUIPMENT SUPPORT MAY BE REMOVED AND RECONNECTED MOTORS, INC. T E s L Fi I a FOR EASE OF FABRICATION. ENSURE BOLTS ARE TORQUED 3._ r CAR SIDE TIGHT WHEN REINSTALLING. (PROVIDED BY OTHERS) I PROTECTIVE 3500 DEER CREEK RD • i PLAN i SHEATHING 30.00" PALO LTO, CA00 94304 I AREASERVICE L------——j 1.50" 26.88" PROPOSED 9/16" HOLE 11 (TYP ©2 LOCS) ii)) r. a ° o SO 20.50" I STRAIGHT SECTION to 0.28" DIA. I T -r ih cg N 9.00" 5.25" 9.00" 3,38" CAR SIDE - e r MOUNTING HOLES = co irk N !� W t ! N BLACK & VEATCH ._ �._t _ oo INCOMING OUTGOING �`� � � WIREWAY WIREWAY A/C DX M 6800 W 115th St,Suite 2292 OVERLAND PARK,KS 66211 (913) 1C:4 SWITCHGEAR CHARGING POST 458-2000 ( L 3 t o i r sit , U) i s p j EXISTING . IIII EXISTING 4.50" • to SLAB SLAB -I o `. 4.75'_' 20.50" t,`�..' 2.12" (4) 1/4" DIA. HILTI HAS-R304 ROD 2.12" WIREWAY PROJECT NO: 192745 t» .i WITH 2 3/4 EMBEDMENT INTO --.--, DRAWN BY: VDP EXISTING CONCRETE SLAB AND (4) 1/2�" DIA. A307 DIA. BOLTS W/ NUT AND D►, CHECKED BY: CNS HIT-RE500 V3 EPDXY. (SEE NOTE 3) WASHER r NEMA TYPE 3R WIREWAY NO SCALE A TESLA CHARGING POST FOOTING DETAIL NO SCALE B TESLA SUPERCHARGER ANCHOR BOLT PLAN NO SCALE C NOTES & 1 L NOTES 1. EPDXY METHOD: t SEE NOTE 1 i 1. SEE FLOOR PLAN IN (4) 1/2"DIAMETER F593 SS THREADED RODS WITH RED HEAD EPCON C6+EPDXY0 REFERENCED QED SWITCHGEAR immosommiammom MINIMUM EFFECTIVE EMBEDMENT 3"MINIMUM ANCHOR EDGE DISTANCE IS 6". ASSEMBLY DRAWINGS FOR O O 1 04104118 ISSUED FOR CONSTRUCTION MOUNTING HOLE LOCATION AND W 0 TYPICAL BOTTOM VIEW LAYOUT 0 11/01117 ISSUED FOR PERMITTING 2. ASTM FASTENERS: (1)F594 NUT AND(1)SS 304 OR SS 316 WASHER. SWITCHGEAR BAY DIMENSIONS. v OF (1) QED SWITCHGEAR BAY. REV DATE DESCRIPTION 2. SEE ELEVATION IN REFERENCED Z SEE NOTE 1 3. BOLLARD MUST BE FROM TESLA AND INCLUDE WELDED ATTACHMENT PADS. QED SWITCHGEAR ASSEMBLY w 0 1 DRAWINGS FOR BASE CHANNEL v� 4. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT, ENSURE 1" ,4r---C: PRQ/Ck. DIMENSION MINIMUM GAP BETWEEN ALL FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. .. 3/4" DIA. MOUNTING HOLES �tG S'�, 3, MINIMUM 6 CONCRETE OFFSET 3" FROM SIDES (TYP) CUTTING AND DAMAGING EXISTING REBAR IS PROHIBITED. r : ., EDGE DISTANCE �� ��G I ���Q �� /' C REQUIRED FOR PROPOSED FRONT OF QED SWITCHGEAR BAY Lt 91378PE P ANCHO' BOTTOM VIEW _- 4. CONTRACTOR TO FIELD SCAN FLOOR J ' SLAB FOR EXISTING REINFORCEMENT. ENSURE 1" MINIMUM GAP BETWEEN ALL FLOOR ©7 OREGON �q� PENETRATIONS AND EXISTING REINFORCEMENT PROPOSED SWITCHGEAR F CUTTING AND DAMAGING EXISTING REBAR IS ASSEMBLY CABINET Op REGIS�Oco PROPOSED PROHIBITED. SON T.KP�'� L4x3x1/4" 0 18" = (TYP OF 10) 1 1' EXPIRES: 6/30/19 1 718" f (NS+FS) ) 0410q/2075 $?3 = A tt HEAVY DUTY NUT IT' '�? 2.94" IS THEY ARE ACTING UNDER THE DIRECTION OF A UNLESS Il 4" - BELLEVILLE WASHER LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT. (TYP) (2) 9/16" I��I j .I„— ..,� 29.9" 37,8" HOLES B CHANNELASE O i� TESLA SUPERCHARGER . ..: 1 OR016 TiGARD I :•. '••" •'` • '' :•: PROPOSED 5/8" HILTI KWIK TIGARD � e o EC I ENCLOSURE DATA: INGRESS PROTECTION IP55 w f`'..•:�:. ▪ • BOLT TZ STAINLESS STEEL 9585 SW WASHINGTON SQUARE RD "' O ~" ,,.' ' -�' ' • �• • ANCHORS 31/8" EFFECTIVE PORTLAND, OR 97223 WEIGHT: 1320 lbs. a EMBEDMENT MIN. (ESR# 1917) O O o O Oo do w r COMPLIANCE: THE UNIT IS TUV LISTED AS IEC 61851-23, co _. ;..l . :'. . •.; '. ..�' J 1. UL 2202, CSA 22.2 NO. 107.1-01 COMPLIANT. , 1 3/16" -. --••• . . ' . . . . . .. uj ° NOTES r : ••.!. . _. 3 1116" e`n '�- .!.•:.•,.•a4: . . * . ..: SHEET TITLE . .: • r °i 1. CABINET SHOULD BE LIFTED USING ROOF MOUNTED EYE ' • ' • "= =':.j A INSTALLATION DETAILS HOOKS.A FORKLIFT OR PALLET JACK CAN ALSO BE USED TO EXISTING CONCRETE SLAB MOVE CABINET IF DONE PROPERLY. 2. SEE SHEET GN-3 FOR CABINET NOTES. SECTION 1 3. INSTALL ANGLES TO BLOCK SIDE OPENINGS. EDGE OF 3" LEG SHEET NUMBER SHALL BE FLUSH WITH SUPPORT CHANNEL EDGE. GROUND BRAID MAY NEED TO BE RELOCATED. D-1 BOLTDOWN DETAIL NO SCALE D TESLA SUPERCHARGER CABINET DETAIL NO SCALE E QED SWITCHGEAR MOUNTING DETAIL NO SCALE F A - IMPACT RECOVERY SYSTEMS SLOW STOP BOLLARD NOTE PRODUCT NUMBER: SLOWSTOPK2 nn 1. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING 1. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING U REINFORCEMENT, ENSURE 1" MINIMUM GAP BETWEEN ALL • REINFORCEMENT, ENSURE 1" MINIMUM GAP BETWEEN FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. ALL FLOOR PENETRATIONS AND EXISTING CUTTING OR DAMAGING OF EXISTING REBAR IS PROHIBITED. REINFORCEMENTS. CUTTING OR DAMAGING OF EXISTING & .•"--�► REBAR IS PROHIBITED. 2 T - S I_ i, UT 2. CONTRACTOR TO FIELD VERIFY FLOOR SLAB TYPE FOR - 1111111111. 30'' d' 5/8" DIA. FOUR COUNTERBORED MOUNTING MOTORS, INC, T _ S L„ PRECAST HOLLOW CORE CONCRETE, AVOID PUTTING HOLES 1 3/8" CBORE, 3/4" DEEP _�y ANCHOR BOLTS IN HOLLOW CELL. '3' 0 3. BOLLARDS ARE USED FOR WARNING PURPOSE ONLY. - BLACK AREA :� 3500 DEER CREEK RD PALO ALTO,CA 94304 4"X 81/2" PAINTED PARALLELOGRAMS 4001111..d41°.* (650)681.5000 ELEVATED BY 3/16" (TYP BOTH SIDES) . .2 411111111 METAL CAP --/" - ----------------4"- -40P 41;* 4111110: s 4" 'IP -------- Q� a I / 4" O.D. BOLLARD _ - % Q) PAINTED YELLOWsO s 00. i i p -J1. 4,101* .04° .,,, ,te .1_,,,,,„ z.., w REMOVABLE SLOWSTOP e MOTION INSERT T J0, 6 A#it BLACK & VEATCH 6y 9" METAL c BASE PLATE I` 6800 W 115th St,Suite 2292 OVERLAND PARK KS 66211 (913)458-2000 EXISTING CONCRETE ° ° PAVING ° ° NOTES: * - : +• ' • : ; \.___L •t_ �_ 1. MATERIAL: COMPRESSION MOLDED RUBBER COMPOSITE .... • .. 4 .' , . • j 2. NOMINAL DIMENSIONS 72"L x 6"W x 4"H 3. NOMINAL WEIGHT: 34 LBS. . A PROJECT NO: 192745 (4) 5/8" DIAMETER HILTI r. 4. COLOR: BLACK WITH REFLECTIVE YELLOW, BLUE, OR WHITE STRIPES ,�,,� DRAWN BY: VDP SS KWIK BOLT-TZ WITH 3 1/8" EMBEDMENT (TYP) CHECKED BY: CNS 4' - REMOVABLE BOLLARD DETAIL NO SCALE A RUBBER CURB STOP DETAIL NO SCALE B DETAIL NOT USED NO SCALE C NOTES 1. FOR SPECIAL JURISDICTIONAL REQUESTS, AND SIGN POST NOTES, SEE SHEET GN-3. 2. CONTRACTOR TO PICK CONCRETE FOOTING OR BOLT DOWN BASED ON EXISTING CONDITIONS. 7" 1 04/04/18 ISSUED FOR CONSTRUCTION 3. SEE SHEET A-3 FOR PLACEMENT. 0 11/01/17 ISSUED FOR PERMITTING 4. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT, ENSURE 1" MINIMUM GAP 1 1/2" 4" REV DATE DESCRIPTION BETWEEN ALL FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. CUTTING OR DAMAGING OF I J % e (TYP) (TYP) EXISTING REBAR IS PROHIBITED. e 1 5. CONTRACTOR TO FIELD VERIFY FLOOR SLAB TYPE FOR PRECAST HOLLOW CORE CONCRETE, AVOID CAR SIDE PUTTING ANCHOR BOLTS IN HOLLOW CELL. 2" �6��Q PROF s s BOLT DOWN BASE PLATE NOTES P) Cok, t N E /O 1. CONTRACTOR TO PROVIDE AND INSTALL BASE PLATE ASSEMBLY, EXPANSION ANCHORS, 9/16" HOLE1:e 91378PE "C AND 1/2" DIA A307 BOLT. (4 PLACES) 2. BASE PLATE ASSEMBLY TO BE HOT DIPPED GALVANIZED. PAINT TO MATCH SIGN POST. 't"! 0. 1 (>4.4-472-, ../f -- - 3. PROVIDE 1/4" DIA. DRAIN HOLE TO PREVENT WATER FROM COLLECTING IN HSS. 2"x2"x1/8" GALVANIZED STEEL POST WITH j, OREGON moo= GALVANIZED STEEL SOF REG�S��P ///i/// CAP �gco SON O. A z////�/ / 3/16 17- P T T. �P / / EXPIRES: 6/30/19 - NaI"I� / LONG 1/2x1/2x118x4" 041/0e1/2015 2�� ._ ti •cr �iIPl � / / / IT IS THEY ARE ACTING UNDER THE DIRECTION OF ASS 3" _ _ ti /1- Ala / 7// / (4) 1/2" DIA. HILTI UCENSED PROFESSIONAL ENGINEER,TO ALTER THIS 8" KWIK BOLT TZ DocuMENr.... STAINLESS STEELjEXPANSION ANCHOR //CONCRETE , WITH 2" MINIMUM OR09 6 TIGARD 4 ' II -1-a-. CONCRETE Li Al � _ z EMBEDMENT TIGARD f9585 SW WASHINGTON SQUARE RD ''f- `�' ,•. -i; 14: �` OOTING '9 - _Q'4 - • e • • �,,r---7"X7"X1/4" STEEL PORTLAND, OR 97223 Zit' '-I.•I. , ,� - BASE PLATE .,. a .- I 1--- 1/2 ' DIA A307 BOLT, BEHIND CURB NEW OR EXISTING SIDEWALK GALVANIZED (BOLT SHEET TITLE HOLE TO BE 2" FROM BASE PLATE) INSTALLATION DETAILS BASE PLATE DETAIL - f DETAIL 1 SHEET NUMBER . [ D-2 SIGN POST INSTALLATION DETAIL NO SCALE D DETAIL NOT USED NO SCALE E S NOTES NOTES 1. INSTALL ANCHORAGE AT 5 FEET SPACING ON EACH CHANNEL WITH 3" MAX FROM THE END OF THE CHANNEL. 1. BOLT DIAMOND PLATE 2" LONGITUDINAL FROM EDGE OF PLATE. 2. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT, ENSURE 1" MINIMUM GAP BETWEEN ALL FLOOR - PENETRATIONS AND EXISTING REINFORCEMENTS. CUTTING AND DAMAGING EXISTING REBAR IS PROHIBITED. 2. DIAMOND PLATE SHALL HAVE A MINIMUM 36 KSI YIELD 3. CONTRACTOR TO FIELD VERIFY FLOOR SLAB TYPE. FOR PRECAST HOLLOW CORE CONCRETE SLAB, AVOID PUTTING ANCHOR BOLTS IN STRENGTH, HOT DIP GALVANIZED, AND IN ACCORDANCE TO HOLLOW CELL. ASTM A786. 4. NON-SHRINK GROUT SHALL BE SET AS NEEDED AFTER CHANNEL SUPPORTS ARE LEVELED TO ENSURE CONTINUOUS BEARING . SURFACE ALONG CHANNEL LENGTH. NON-SHRINK GROUT SHALL ACHIEVE FULL COMPRESSIVE STRENGTH PER MANUFACTURER'S E _ SPECIFICATION PRIOR TO INSTALLATION OF SUPERCHARGER CABINETS. i F-i,i T L n 5. INSTALL ADDITIONAL LEVELING NUT TO EACH ANCHOR ROD BELOW CHANNEL FLANGE.TORQUE NUT TO LEVEL CHANNEL SUPPORTS PRIOR TO SETTING NON-SHRINK GROUT. ALSO INSTALL AN ANCHOR AT MIDPOINT LOCATIONS BETWEEN SUPERCHARGER CABINETS. MOTORS, INC. T E 5 L n 1T I I I I ,---, .,,^ 3500 DEER CREEK RD PALO ALTO,CA 94304 (650)681-5000 1/4" DIAMOND PLATE C8 (TYP) 3/4" 1 PROPOSED 1/2" DIA.A307 BOLT EXISTING (TYP) (HOT DIP GALVANIZED W/WASHER+ NUT) CONCRETE Q y 9/16"0 HOLES FOR 1/2"0 FLOOR SLAB ASTM A307 BOLTS 1 /c///- - W/NUT AND WASHER USE (4) 5/8" DIAMETER KWIK (TYP) BOLT TZ-SS 304& MINIMUM EFFECTIVE EMBEDMENT 31/8" OR ENGINEER APPROVED EQUAL ' li 1 'it i ' BLACK & VEATCH 1'-7" S S 6800 W 115th St,Suite 2292 .__ OVERLAND PARK,KS 66211 (913)458-2000 EXISTING CONCRETE I — SLAB 5"THICK (FIELD BNit VERIFY) ANCHOR4111, ti C8x11.5 (TYP PROJECT NO: 192745 V-7" V-1" 1:2L DRAWN BY: VDP _ • (TYP) (TYP) `CHECKED BY: CNS DIAMOND PLATE TO CONCRETE FLOOR SLAB DETAIL NO SCALE A EQUIPMENT PLATFORM DETAIL NO SCALE B 10'-0" MAX. PROPOSED EMPIRE NOTE O,C, 1 STANDARD CLEVIS 1. CONTRACTOR TOENT,FIELDENSURE SCA1" MN COLUMNINIMUMGAANDPBEWALLTWFOREENALL EXISTING MOUNT (TYP OF 2) iti— ri , S - PENETRATIONS AND EXISTING REINFORCEMENTS. CUTTING OR 1 04/04/18 ISSUED FOR CONSTRUCTION M r I r DAMAGING EXISTING REBAR PROHIBITED. 0 11/01/17 ISSUED FOR PERMITTING • 1/2" \ 2" EXISTING ;REV DATE DESCRIPTION 1.---1--- \ EXISTING CONCRETE 7 1/2"EMBEDHILTIMHAS-R304 HIT ROD-RE500 W/3V3/43 "EPDXY [5CM] WALL OR COLUMN -- SLAB — HILTI HAS R304 THREADED ROD $ IA ©USE HNT H 70 EPDXCRETE COLY CMU WALP) (FOR OXY, -1--- dip PR Opt.. AND HIT-RE 500 V3 EPDXY@ _ G � I M 4:61 SO Q . ��• 91378PE < z- EXISTING (2) 3" RGS CONDUIT 1 co BEAM (TYP) (-- \ c.4.4_,„472., ...,e—- IIIIIIIIII � a 9 OREGON:) �.- ` — M PROPOSED B-LINE 3-0 UNISTRUT CONDUIT © ''�. t„ „ I .,, .� B3180 FLUSH MOUNT CLAMP ATTACHED TO a Op w-rr r�i� �';\ S (TYP OF 2) S UNISTRUT(TYP)WITH R V4"90REGI rr : RESISTANCE TO SLIP rrr \1 NT. �; ‘ ; co EXISTING r 4 EXPIRES: 6/30/19 COLUMN (TYP) ii I/ O�/O�f12018 1 CL OF PIPE I _ I !1 a // IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS % 1 a THEY ARE ACTING UNDER THE DIRECTION OF A r ( 1 LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DOCUMENT, ♦`�` I /moi / 4 a — ell OR016 TIGARD , \\ —-1 a TIGARD 9585 SW WASHINGTON SQUARE RD a 4 PORTLAND, OR 97223 NOTESa NOTES ' +' 1. B3180FL FLUSH MOUNT CLAMPS OR ENGINEER APPROVED EQUAL AT 10'-0" O.C. MAX. IF FLUSH MOUNT /' 1. 1 3/ DIMENSION INCLUDESEXPOSEDR D T EA BEYOND BOTTOM OF THE HEX NUT. NOT POSSIBLE, USE EMPIRE STANDARD CLEVIS MOUNT OR ENGINEER APPROVED EQUAL. USE 3/8" DIA f SHEET TITLE 1 4 O THREADS EXPOSED ROD THREAD DIMENSION IS EQUAL TO THE DIAMETER OF THE ROD USED. HILTI HAS-R 304 THREADED RODS EMBEDDED 2 3/4"WITH HILTI RE 500 V3. P1004T UNISTRUT MOUNTED 2. CONTRACTOR TO FIELD SCAN FOR EXISTING REBAR PRIOR TO ANCHORING SUPPORTS, ENSURE 2. CONTRACTOR TO FIELD SCAN FLOOR SLAB FOR EXISTING REINFORCEMENT, ENSURE 1" MINIMUM GAP TO WALL AT 1p'-0" O.0 t INSTALLATION DETAILS 1" GAP BETWEEN REBAR AND ANCHOR ROD. CUTTING OR DAMAGING EXISTING REBAR PROHIBITED. BETWEEN ALL FLOOR PENETRATIONS AND EXISTING REINFORCEMENTS. CUTTING OR DAMAGING EXISTING 3. CONTRACTOR TO FILED VERIFY FLOOR SLAB TYPE. FOR PRECAST HOLLOW CORE CONCRETE REBAR PROHIBITED. e • SLAB, AVOID PUTTING ANCHOR BOLTS IN HOLLOW CELL. 3. CONTRACTOR TO FILED VERIFY FLOOR SLAB TYPE. FOR PRECAST HOLLOW CORE CONCRETE SLAB, AVOID PUTTING ANCHOR BOLTS IN HOLLOW CELL. `") SHEET NUMBER - 4. BOTTOM OF HANGER SHALL BE INSTALLED NO LONGER THAN EXISTING OBSTRUCTIONS ROUTED AT _ PARKING GARAGE LEVEL 2. p,,,,3 CONDUIT HANGER DETAIL NO SCALE C CONDUIT MOUNTING DETAIL NO SCALE D CONDUIT ATTACHMENT DETAIL NO SCALE E [ ) GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES,WHICH 8. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS GENERAL CONTRACTOR: OVERLAND CONTRACTING INC. (BLACK &VEATCH) INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR SUCH AS THE: LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED CONTRACTOR: (CONSTRUCTION) OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO OWNER: TESLA THE WORK, AS DIRECTED BY THE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. AND/OR LOCAL UTILITIES. enimmeal •-•.. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS. 9. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER OR ALUMINUM WITH TYPEwises IT 23. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE (THWN-2) INSULATION, 600 VOLT, COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. T =- SI- ri 3. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO MOTORS INC. TESLF, ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL PREVENT EROSION. 10. ALL (THWN-2)WIRING INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND y= CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL CONTRACT RECOMMENDATIONS. DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE 24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION.ANY DISCREPANCIES EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN 11. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED 3500 DEER CREEK RD SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. PALO ALTO,CA 94304 WORK. CONTROL. 650681-5000 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, WORKING ORDER. CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 26. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 OTHERWISE DIRECTED. PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE-APPROVED BY THE LOCAL WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND APPLICABLE REGULATIONS. JURISDICTION. SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 27. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. PROGRESS OF CONSTRUCTION. ON THE DRAWINGS. A 0 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS FOR A 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. BLACK & VEATCH ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OF CONSTRUCTION AND PRIOR TO PAYMENT. OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE 6800 W 115th St,Suite 2292 THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS 29. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS-BUILT REDLINES TO THE GENERAL AND SHALL INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE OVERLAND PARK,KS 66211 REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. (913)458-2000 OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 31. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS REQUIRED). 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH DEVICES FOR ALL OUTLETS AS INDICATED. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 32. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. PROJECT NO: 192745 19. TRENCHING AND BACKFILL: THE CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND DRAWN BY: VDP 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND CHECKED BY: CNS CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY COMPACTION. REFER TO GENERAL SITE WORK NOTES. ENGINEER PRIOR TO PROCEEDING. THE GENERAL CONTRACTOR IMMEDIATELY. r N 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE • 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. NEW AND SHALL APPEAR ON THE LIST OF U.L.APPROVED ITEMS AND SHALL MEET OR EXCEED ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK THE REQUIREMENTS OF THE NEC, NEMA AND IEEE. UNDER THIS CONTRACT.WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS AND THE LOCAL 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR JURISDICTION. DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY 11. THE GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. OTHER DISCIPLINES. 1 04/04/18 ISSUED FOR CONSTRUCTION ELECTRICAL NOTES 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL 0 11/01/17 ISSUED FOR PERMITTING 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. 1. THE ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL REV DATE DESCRIPTION se INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND ANY/ALL ACCEPTANCE. r ti 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH • SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY'CONSTRUCTION MANAGER'AS SOON AS 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN szkEp PR©pk. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS,AND SHALL NOT PROCEED WITH THAT DIRECTORIES. ' •' ` N LS9 DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE �' �� A. O ACTIONS TO BE TAKEN. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK-MAKE AND QUICK-BREAK [44 91378PE i-- 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 ENCLOSURES,AS REQUIRED BY EXPOSURE TYPE. HOURS PRIOR TO COMMENCEMENT OF WORK. 2. THE ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE THEMSELVES WITH J '"'_ ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL 15. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, PROVISIONS AS TO THE COST THEREOF.THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT BE MADE WITH A PROTECTIVE COATING OF AN ANTI-OXIDE COMPOUND SUCH AS "NOALOX" BY �� OREGON ��O` LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S FIXTURES, ETC.,THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE IDEAL INDUSTIAL INC., COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED ALUMINUM & EXPENSE TO THE SATISFACTION OF THE OWNER. CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED -NO SUBSTITUTIONS. �,,�°REGIS;�`�' PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY �`S�N KP�Q,S 16. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF FOR A COMPLETE AND WORKING SYSTEM. 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED T G. • CONSTRUCTION. OTHERWISE.ALL BURIED CONDUITS SHALL BE SCH 40 PVC UNLESS SPECIFIED OTHERWISE. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND EXPIRES: 6/30/19 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER COMPANIES HAVING JURISDICTION 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. 04/O4/2078 CONTRACTORS TO THE SITE AND/OR BUILDING. AND SHALL INCLUDE BUT NOT BE LIMITED TO: THE CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS -200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE A. UL-UNDERWRITERS LABORATORIES BENDS SHALL BE A MINIMUM OF 3 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. B. NEC -NATIONAL ELECTRICAL CODE UL-6 FOR GALVANIZED STEEL.ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED DOCUMENT. j C. NEMA- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR'GOLD GALV'. 19. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF D. OSHA -OCCUPATIONAL SAFETY AND HEALTH ACT PLANS WITH ALL REVISIONS,ADDENDA,AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. E. SBC -STANDARD BUILDING CODE 28. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. OR016 TIGARD F. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION TIGARD 20. THE CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE 9585 SW WASHINGTON SQUARE RD LESS THAN 2 A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT INSULATED TWIST-ON CONNECTORS FOR NO. AWG AND SMALLER. USE SOLDERLESS• PORTLAND, OR 97223 OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. LOCATIONS OF ALL EQUIPMENT, BUT CONFIRM WITH 'CONSTRUCTION MANAGER'ANY SIZES AND MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. LOCATIONS WHEN NEEDED. 21. ALL EXISTING ACTIVE SEWER,WATER, GAS, ELECTRIC,AND OTHER UTILITIES SHALL BE 30. THE CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, 5. EXISTING SERVICES: THE CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT GROUND AND DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS. CAUTION TAPE TO READ 0 1 SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY WRITTEN PERMISSION OF THE OWNER. "CAUTION BURIED ELECTRIC". SHEET TITLE THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES.THE GENERAL NOTES 1 CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS SHALL 6. THE CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING.THE 31. WHEN DIRECTIONAL BORING IS REQUIRED, CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK WITHIN INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. ` e SAFETY,AND D)TRENCHING & EXCAVATION. BEGINNING OR ORDERING THE EQUIPMENT. - 32. ALL BOLTS SHALL BE STAINLESS STEEL. eSHEET NUMBER - 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE GN-1 NEW AND UNUSED. REINFORCED CONCRETE NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT. 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS UNLESS PART 2 - PRODUCTS D. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL OR SELECT GRANULAR OTHERWISE NOTED; CONTINUOUS INSPECTION IS NOT REQUIRED. BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS OF NO GREATER THAN SLUMP: 4" MIN./6" MAX. 2.1 GRANULAR BACKFILL: SHALL MEET THE FOLLOWING GRADATION: 8-INCHES LOOSE THICKNESS AND COMPACTED.WHERE HAND OPERATED COMPACTORS ARE USED, AIR ENTRAINMENT: 41/2% -7% BY VOLUME THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 4 INCHES IN LOOSE DEPTH AND SIEVE SIZE TOTAL PERCENT PASSING COMPACTED. 2. REINFORCEMENT SHALL BE A NEW BILLET STEEL DEFORMED BARS CONFORMING TO ASTM SPECIFICATION A615 GRADE 60. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 3/4". 1 1/2 INCH (37.5 MM) 100 E. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE T E S I_, n SPECIFIED DENSITY,THE SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL THE SPECIFICATION MOTORS, INC. TESLF, 1 INCH (25.0 MM) 75 TO 100 REQUIREMENTS ARE MET UNLESS OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER. 3. REINFORCEMENT SHALL COMPLY WITH THE LATEST EDITION OF ACI-318 FOR MINIMUM CLEARANCES. 314 INCH (19.0 MM) 80 TO 100 THE CONTRACTOR SHALL TAKE WHATEVER APPROPRIATE ACTION IS NECESSARY, SUCH AS DISKING AND DRYING, ADDING WATER, OR INCREASING THE COMPACTIVE EFFORT TO MEET THE 3/8 INCH (9.5 MM) 35 TO 75 MINIMUM COMPACTION REQUIREMENTS. 3500 DEER CREEK RD 4. ALL EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION PRIOR TO PLACEMENT OF PALO ALTO,CA 94304 CONCRETE. ALL CONCRETE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. NO. 4 (4.75 MM) 30 TO 60 (650)681-5000 F. THOROUGHLY COMPACT EACH LAYER OF BACKFILL TO A MINIMUM OF 95 PERCENT OF THE NO. 30 (0.600 MM) 7 TO 30 MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 698. 5. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES NO 200 (0.075 MM) 3 TO 15 FAHRENHEIT. 3.3 TRENCH EXCAVATION: 6. DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB 2.2 GRANULAR BEDDING AND TRENCH BACKFILL: WELL-GRADED SAND MEETING THE GRADATION A. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS SITE. REQUIREMENTS OF ASTM D2487 (SE OR SW-SM). OR AS DIRECTED BY THE GENERAL CONTRACTOR. PROVIDE SHORING, SHEETING AND BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 2.3 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM D2940. B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE 8. EXCEPT AS DETAILED OR AUTHORIZED. MAKE BARS CONTINUOUS AROUND CORNERS.WHERE OUTERMOST CONDUIT. ipoic PERMITTED, SPLICES MADE BY CONTACT LAPS SHALL BE CLASS "B" TENSION LAPS UNLESS 2.4 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL>45). MATERIAL NOTED OTHERWISE. CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL,VEGETATIVE C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, IV, MATTER, WOOD, STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS EXCAVATE THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE 9. DETAIL BARS IN ACCORDANCE WITH "ACI DETAILING MANUAL-2004, PUBLICATION SP-66" AND DETERMINED BY THE CONSTRUCTION MANAGER. TYPICAL THESE WILL BE SOILS CLASSIFIED BY REQUIRED ELEVATION, THEN BACKFILL WITH 12" OF GRANULAR BEDDING MATERIAL. BLACK & VEATCH "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", ACI 318, LATEST EDITION. ASTM AS PT, MH, CH, OH, ML, AND OL. 6800 W 115th St,Suite 2292 3.4 TRENCH BACKFILL: OVERLAND PARK,KS 66211 10. PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING. PART 3 -EXECUTION (913)458-2000 A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE DRAWINGS AND THE UTILITY 3.1 GENERAL: REQUIREMENTS. GENERAL SITE WORK NOTES _ PART 1 -GENERAL A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES, INSTALL EROSION AND SEDIMENT B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLING. CONTROL MEASURES. THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILLING. BACKFILL AND COMPACT TRENCH BEFORE PROJECT NO: 192745‘ AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. ACCEPTANCE TESTING. DRAWN BY: VDP B. BEFORE ALL SURVEY, LAYOUT, STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CHECKED BY: CNS > 1.1 REFERENCES: D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH G. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFILL r A. DOT (STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAYINTO SPACE AROUND CONDUITS. RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH THE CONSTRUCTION-CURRENT EDITION). SURFACE OF THE SITE AREA TO BE CLEARED. E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNBALANCED LOADING. • B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). D. REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE ORIGINAL GROUND SURFACE: ROOTS, STUMPS,AND OTHER DEBRIS, BRUSH, AND REFUSE F. ABOVE THE CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT SATISFACTORY BACKFILL C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA MATERIAL IN 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED TO A DEPTH OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND SURFACE GRADE. 1 04/04/18 ISSUED FOR CONSTRUCTION 1.2 INSPECTION AND TESTING: OTHER DEBRIS THEREBY EXPOSED. 0 11/01/17 ISSUED FOR PERMITTING G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE REV DATE DESCRIPTION A. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE PLANS AND EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH BUT NO LESS THAN A ti E. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE SOIL NO LONGER MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD r 1 SPECIFICATIONS. PERFORM INSPECTIONS BEFORE CONCEALING WORK WITH FOLLOW-ON ACTIVITIES MEETS THE DEFINITION OF TOPSOIL.AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER PROCTOR TEST, ASTM D 698. (BACKFILL, CONCRETE POUR, ETC). UNDESIRABLE MATERIALS. OD PROFtr 1.3 SITE MAINTENANCE AND PROTECTION: 3.5 FINISH GRADING: c� *G 1 N EF ''b F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING �C?FROM ip -4 FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE FILL. A. PERFORM ALL GRADING TO PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES AND It 91378PE f A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION OF THE CONTRACT. SMOOTH, EVEN SURFACE DRAINAGE OF THE ENTIRE AREA WITHIN THE LIMITS OF CONSTRUCTION. ,tC!'_ G. REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM GRADING SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOGRAPHY AND STRUCTURES. •� ) CLEARING AND GRUBBING OPERATIONS. BURNING WILL NOT BE PERMITTED. a . - B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS -9J, OREGON �.Ca B. UTILIZE SATISFACTORY FILL MATERIAL RESULTING FROM THE EXCAVATION WORK IN THE DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT H. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATED AND/OR TRENCHED CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE "'F 1' ARE NOT DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. TO VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AND TO ASCERTAIN THE MATERIALS. �'S REGIS \NR4.co EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUCTURE, OR OTHER ITEM NOT OIV T.0 C. KEEP SITE FREE OF ALL PONDING WATER. SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION. NOTIFY THE C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING THE COURSE OF THIS CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCOMPLISHMENT OF EXPIRES: 6/30/19 WORK TO THEIR ORIGINAL CONDITION. D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DOT, LOCAL PERMITTING THE WORK AS INDICATED ON THE DRAWINGS. O4V0c1/2078 AGENCY AND EPA REQUIREMENTS. 3.6 ASPHALT PAVING ROAD: IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFILL.ALL EXCESS THEY ARE ACTING UNDER THE DIRECTION OF A E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES,WARNING SIGNALS AND SIMILAR EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. LICENSED PROFESSIONAL ENGINEER,TO ALTER THIS DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OREGON STANDARD SPECIFICATION DOCUMENT. 1 OF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. J. DURING EXCAVATION,THE CONTRACTOR SHALL PROVIDE SHORING, SHEETING,AND BRACING AS ‘ REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. SECTION 00700 -ODOT PAVEMENT OR016_TIGARD F. EXISTING UTILITIES: DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE TIGARD OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE CONSTRUCTION MANAGER AND 3.2 BACKFILL: A. CONTRACTOR RESPONSIBLE FOR RE-STRIPING AND APPLYING SEALCOATING, UNLESS OTHERWISE THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. SPECIFIED. 9585 SW WASHINGTON SQUARE RD A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELATED STRUCTURE, PORTLAND, OR 97223 G. PROVIDE A MINIMUM 48-HOUR NOTICE TO THE CONSTRUCTION MANAGER AND RECEIVE WRITTEN INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PLACE . NOTICE TO PROCEED BEFORE INTERRUPTING ANY UTILITY SERVICE. CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTORE THE REQUIRED FINISHED GRADE. H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. SHEET TITLE DETERMINE WHEN THE FIRST FROST USUALLY OCCURS, AND PLANT THE SOD NO LATER THAN ONE B. PRIOR TO PLACING BACKFILL AROUND STRUCTURES,ALL FORMS SHALL BE REMOVED AND THE GENERAL NOTES 2 MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH EXCAVATION CLEANED OF ALL TRASH, DEBRIS,AND UNSUITABLE MATERIALS. BEFORE THE FIRST FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. [ SHEET NUMBER 1 GN-2 1 FULL DEPTH ASPHALT DESIGN : MATERIAL AND CONSTRUCTION NOTES CONCRETE MASONRY NOTES SIGN POST NOTES 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, 1. ACCEPTABLE COLOR SUBSTITUTIONS: MATERIALS (F'M=1,500 PSI). MEDIUM WEIGHT. (115 PCF) 1. CRUSHED AGGREGATE BASE COURSE SHALL BE ANGULAR CRUSHED STONE OR CRUSHED 2. MORTAR SHALL BE TYPE "S"ABOVE GRADE, TYPE "M" BELOW GRADE CONFORMING TO ASTM C270. PAINT COLOR SUBSTITUTIONS GRAVEL MEETING THE SPECIFICATION FOR [DOT BASE COURSE] [IF USED]. (MINIMUM 1,800 PSI AT 28 DAYS) :--►... 2. ASPHALT BINDER SHALL BE AASHTO MP 1, PERFORMANCE GRADED BINDER PG 64-22 [MAY BE BRAND COLORT = S L 111111MMF ill 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS CONFORMING TO ASTM = ISOM VARIED FOR IN DIFFERENT AREAS OF COUNTRY]. C476. PANTONE COOL GREY#7 MOTORS, INC. T = 5 L n #a3a19e 3. HOT MIX ASPHALT (HMA) BASE COURSE SHALL HAVE A NOMINAL AGGREGATE SIZE OF 0.75 INCH A /FUSION f-675 WITH VOIDS IN THE MINERAL AGGREGATE (VMA) OF 12 PERCENT. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS BENJAMIN MOORE #aI AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. EQUINOX FF31-1 3500 DEER CREEK RD 4. HOT MIX ASPHALT SURFACE COURSE SHALL HAVE A NOMINAL AGGREGATE SIZE OF 0.38 INCH BEHR #9fa29d PALO ALTO,CA 94304 WITH A VMA OF 14 PERCENT. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. (650)6$1-5000 • STAMPED CONCRETE -7655 SHERWIN-WILLIAMS CONSTRUCTION #a2a29b 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE STONE MASON GREY 1. PROOFROLL SUBGRADE WITH HEAVY CONSTRUCTION EQUIPMENT TO LOCATE UNSTABLE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. VALSPAR #a19c99 AREAS. REMOVE SOFT, WET, OR OTHERWISE UNSTABLE AREAS AND REPLACE WITH COMPACTED FILL. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 2. OTHER ACCEPTABLE COLORS CAN BE FOUND ON ENCYCOLORPEDIA.COM 2. COMPACT PAVEMENT SUBGRADE TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN 3. REFER TO INSTALLATION GUIDE FROM MANUFACTURER, IN ACCORDANCE WITH ASTM D-698. EXCESS OF 4'-0" OF HEIGHT. 3. GRADE SUBGRADE TO LINES AND GRADES SHOWN ON THE DRAWINGS AND REMOVE LOOSE OR 4. BOTTOM OF ADA PARKING SIGN SHALL BE LOCATED AT A MINIMUM HEIGHT OF 60" 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. DELETERIOUS MATERIAL. 5. D/F NON-ILLUMINATED POLE MOUNT PARKING SIGN FACES AND RETURNS TO BE .090" 4. A.APPLY TACK COAT TO SUBGRADE [THIS IS FOR FULL DEPTH ASPHALT]. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. ALUMINUM PANELS WITH #680-82 RED REFLECTIVE VINYL APPLIED (VERIFY OR B PLACECRUSHED AGGREGATE BASETHICKNESS SHOWN. GRADE AND 11. REINFORCING BARS -SEE NOTES UNDER"REINFORCED CONCRETE NOTES" FOR REQUIREMENTS. REFLECTIVITY WITH OWNER). VEAT H GREG TE COURSE TO THE K Q 6. LOGO TO BE#280-10 REFLECTIVE WHITE VINYL (VERIFY REFLECTIVITY WITH OWNER). BLACK COMPACT BASE COURSE TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY IN REINFORCEMENT SHALL BE PLACED PRIOR TO GROUTING. LAP SPLICES SHALL BE 48 BAR DIAMETERS, ACCORDANCE WITH ASTM D-698. MINIMUM. 6800 W 115th St,Suite 2292 12. PROVIDE ONE BAR DIAMETER(A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY 7. SIGN, SIGN POST, AND SIGN FASTENERS TO BE OWNER PROVIDED AND CONTRACTOR OVERLAND PARK, KS 66211 5. PLACE HMA COURSE MIXES TO THE THICKNESS SHOWN ON THE DRAWINGS. MACHINE PLACE UNITS. INSTALLED. CONTRACTOR TO PROVIDE SIGN POST FASTENERS IF REQUIRED AND (913)45$-2000 THE HMA MIXES, SPREAD UNIFORMLY, COMPACT TO 92 PERCENT OF THE THEORETICAL DENSITY PAINTED TO MATCH, IN ACCORDANCE WITH ASTM D-2041. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 8. IF PAINT FINISH IS DAMAGED DURING INSTALLATION, CONTRACTOR SHALL REPAINT AS REQUIRED. - TYPICAL THICKNESS WILL BE EITHER . 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND A. FULL DEPTH ASPHALT=4.5-INCH HMA BASE COURSE AND 2.0-INCH HMA SURFACE COURSE SECTION 2104 OF IBC. 9. CONTRACTOR SHALL COORDINATE WITH CITY WHEN SPECIAL JURISDICTIONAL/CITY REQUESTS ARE NECESSARY FOR ANY SIGN POST INSTALLATIONS, I.E. POST [PROJECT NO: 192745 B. WITH AGGREGATE BASE = 6-INCH CRUSHED AGGREGATE BASE, 2-INCH HMA BASE COURSE, MATERIAL, PAINT COLORS, HARDWARE, ETC. CONTRACTOR IS RESPONSIBLE FOR DRAWN BY: VDP AND 2-INCH OF HMA SURFACE COURSE. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE ENSURING CITY APPROVES ALL MATERIALS PRIOR TO INSTALLATION. DRAWINGS OR SPECIFICATIONS. CHECKED BY: CNS STRUCTURAL STEEL NOTES 1 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CELLS 1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UNLESS NOTED CONTAINING REINFORCING STEEL. GROUNDING NOTES OTHERWISE: WIDE FLANGE SHAPE: A992, 50ksi GROUND BARS SHALL HAVE STAMPED IN TO THE METAL "IF STOLEN DO ALL ANGLE AND CHANNEL SHAPE: ASTM A36, 36 ksi 17. REFER TO DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTERN AND JOINT TYPE. 1. AANOT RECYCLE." PLATE: ASTM A36, 36ksi PIPE: ASTM A53 GRADE B, 35 ksi 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, 2. ALL HARDWARE SHALL BE STAINLESS STEEL 318" DIAMETER OR LARGER. • HSS: ASTM A500 GRADE B,46ksi SHALE, ALKALI OR ORGANIC MATERIAL. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS, COAT 1 04/04/18 ISSUED FOR CONSTRUCTION 2. HIGH-STRENGTH BOLTS SHALL CONFORM TO ASTM A325: ONE HIGH-STRENGTH BOLT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. 0 11/01117 ISSUED FOR PERMITTING ASSEMBLY SHALL CONSIST OF A HEAVY HEX STRUCTURAL BOLT,A HEAVY NUT, A HARDENED 19. ALL MORTAR FIN OBSTRUCTIONS AND DEBRIS SHALL BE CLEANED FROM INSIDE OF CELLS PRIOR TO 3. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER `REv DATE DESCRIPTION f WASHER CONFORMING TO ASTM F436. THE HARDENED WASHER SHALL BE INSTALLED AGAINST GROUTING. ELEMENT TURNED IN TIGHTENING. UNLESS NOTED OTHERWISE ON THE DRAWINGS,ALL BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS. CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS COMPOUND BEFORE MATING. , N 3. WELDING ELECTRODES SHALL COMPLY WITH AWS D1.1 USING A5.1 OR A5.5 E70XX AND SHALL 1• PLACING AND FINISHING CONCRETE 4. NUT &WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND .s -'''v PRO,cFs THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT-SHRINKING 5 GINE s/ BE COMPATIBLE WITH THE WELDING PROCESS SELECTED.WELDERS SHALL BE QUALIFIED AS QUALITY WORKMANSHIP IN PLACING AND FINISHING CONCRETE.THE SIDEWALK AND �. �� F� O PRESCRIBED IN AWS D1.1. TUBE, 600 VOLT INSULATION, ON ALL GROUND TERMINATIONS.THE INTENT IS 4v RAMPS SHALL BE FINISHED TO THE TOP OF THE FORMS AND THE SURFACE FINISHED TO WEATHERPROOF THE COMPRESSION CONNECTION. It 91378PE t'•• WITH A WOOD OR STEEL FLOAT AND SURFACE TEXTURE SHALL BE A COURSE BROOM • 4. UNLESS NOTED OTHERWISE ON THE DRAWING, ALL ANCHOR BOLTS SHALL CONFORM TO ASTM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO "PLASTERING" OF 5. SUPPLIED AND INSTALLED BY CONTRACTOR. col F1554 WITH HEAVY HEXAGONAL NUT. THE SURFACE SHALL BE PERMITTED. y OREGON moo � Z = 5. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH RISC SPECIFICATION. 2. CONTRACTION JOINTS 6. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8" OF THE BARREL � THE SIDEWALK SURFACE SHALL BE MARKED OFF INTO NOMINAL SQUARES OF (NO SHINERS). OF REG1S-clr g 6. ALLA3EXPOSED STRUCTURAL STEEL AND BOLTS SHALL BE HOT DIP GALVANIZED PER ASTM DIMENSIONS EQUAL TO THE WIDTH OF THE SIDEWALK WITH A MAXIMUM DISTANCE 7. TESLA CHARGERS HAVE INTERNAL HIGH IMPEDANCE GROUND FAULT 4SON T T.�(,Q.k\� BETWEEN JOINTS OF SEVEN FEET. SAWING JOINTS, THE CONTRACTOR SHALL BEGIN AS PROTECTION (10MQ). 7. SUBMIT FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, SOON AS THE CONCRETE HARDENS SUFFICIENTLY TO PREVENT EXCESSIVE RAVELING EXPIRES: 6/30/19 MATERIAL DESIGNATIONS,AND TOP STEEL ELEVATIONS FOR APPROVAL.THE SHOP DRAWINGS ALONG THE SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED 8. EMC -ELECTROMAGNETIC COMPATIBILITY WILL BE REVIEWED FOR GENERAL CONFORMANCE TO THE CONTRACT DRAWINGS. SUCH CRACKS, REGARDLESS OF THE TIME OR WEATHER. APPROVAL SHALL NOT RELIEVE THE FABRICATOR/CONTRACTOR OF THE RESPONSIBILITY FOR IT IS A VIOLATION OF LAW FOR ANY PERSON,UNLESS 3. EXPANSION JOINTS THEY ARE ACTING UNDER THE DIRECTION OF A . EITHER THE ACCURACY OF THE DETAILED DIMENSIONS IN THE SHOP AND ERECTION DRAWINGS EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK UCENSED PROFESSIONAL ENGINEER,TO ALTER THIS OR THE GENERAL FIT-UP OF PARTS THAT ARE TO BE ASSEMBLED IN THE FIELD. DOCUMENT. ABUTS EXISTING CONCRETE CURBS, DRIVEWAYS,AND SIMILAR STRUCTURES, AND ti EVERY TWO HUNDRED FIFTY FEET AND AS SHOWN ON APPROVED PLANS. EXPANSION 8. PRIMER SHALL BE RED OXIDE-CHROMATE PRIME COMPLYING WITH STEEL STRUCTURES JOINTS SHALL BE FORMED WITH ONE-HALF INCH PREFABRICATED NON-EXTRUDING PAINTING COUNCIL (SSPC) PAINT SPECIFICATION NUMBER 11 FILLER AND SHALL EXTEND THE FULL DEPTH OF THE SLAB. ORO'I6_TIGARD TIGARD SUPERCHARGER CABINET NOTE 9585 SW WASHINGTON SQUARE RD PORTLAND, OR 97223 1. PER NEC 625.22 -THE USER INTERFACE (CHARGE POST) IS CONTROLLED BY THE ELECTRICAL EQUIPMENT (SUPERCHARGER CABINET) AND THE FOLLOWING PRECAUTIONS HAVE BEEN TAKEN TO ENSURE THE SAFETY OF CUSTOMERS AND THOSE AROUND THE EQUIPMENT. BEFORE ANY VOLTAGE OR CURRENT IS APPLIED TO THE CHARGE POST, THE CABINET MUST COMMUNICATE WITH THE TESLA ! SHEET TITLE VEHICLE. THERE IS A 'HANDSHAKE' BETWEEN THE CAR AND THE CABINET CONFIRMING THAT THE VEHICLE IS ACTUALLY A TESLA AND THAT THE VEHICLE CAN HANDLE THE SUPERCHARGING.VOLTAGE IS GENERAL NOTES 3 THEN APPLIED TO THE POWER SOCKETS IN THE CHARGE POST AND ONCE THE VOLTAGE READING FROM THE CAR IS VERIFIED AS THE SAME IN THE CHARGING CABINET, THEN CURRENT BEGINS TO FLOW. IF AT ‘ ANY POINT IN THIS PROCESS A FAULT IS DETECTED, THE CHARGING WILL STOP IMMEDIATELY, WITHIN A MATTER OF MILLISECONDS. DURING THE NORMAL CHARGING CYCLE, IF ANY FAULT OR IRREGULARITY IS SHEET NUMBER DETECTED,THE CHARGING WILL AGAIN STOP WITHIN MILLISECONDS OF DETECTION. BEYOND THIS LOGIC PROTECTION, THERE IS PHYSICAL PROTECTION FROM OVER-CURRENT OR OVER-VOLTAGE WITHIN EACH GN-3 ] OF THE CHARGERS. BEYOND THAT, FAST ACTING FUSES ALSO PROTECT THE VEHICLE OUTPUTS FROM OUTPUTTING TOO HIGH OF A CURRENT. - REV DESCRIPTION BY DATE - ---- -- ---1-----`-- - ---- --- --/--1-- r -- _ --/--/-- ---f--1-- /--I-- -- --/--/-- -- --f--1-- SWITCHBOARD GENERAL NOTES PRODUCT DESCRIPTION & RATINGS Power System Data 480Y/277V 3Ph 4W 60Hz / 3 Phase Wye Solidly Grounded T—bus T—bus T—bus System Short Circuit Current Rating: 65kA RMS 19.5 in 19.5 in 19.5 in Incoming Section 3 Cable Through the Bottom Right of Lineup Bus System Data 1200A Silver Plated Copper Main Bus (2) .25x1 .50 IN/6x38 mm Cu Bus Bar Per Phase/Neutral (1 ) .25x.875 IN/6x22 mm Cu Ground Bus a : SEALING SCREWS Enclosure Data UCT BARRIER Type 3R Free Standing A 1 1 401 10 1 0 1 101 I 1 ==:10 10 a Q ► IQt 11 101 10 1 of 11 101 11 Jo , 1031 11ot I ) I 10 1015 I ) 11=30 103 t--1 t 1 ► I t lot t oExterior Paint Color: ANSI 49 03t 103 , I , JO ► I , 1 6 ► I► 10► 1 I► ► 103, ► I , J QQ 103 ► , ► 103 ) / Q , 103 , 1 ► J Front Accessibility Only Required 1 ► 10 , 1 , J03 ! 103 01 1030 40 101 1t 1 , 111 1 1031 103 9 1 ► 1 1 4 1 05 1101 I , 1101► 11 1 1 1� Handling: Rollers 3e2 ► o , r o , ' It 101 � 113.5 Portland General Elea (OR) Rodent barriers i ❑ 1 .5H Corrosion Resist Base Channels Strip Heater w. Thermostat // Base channels cannot be removed from EUSERC switchboard line—ups ,y 19.5 15 Utility sealing hardware installed for unmetered bus compartments ///, 6 EUSERC DWG 332, 354 Estimated Shipping Weight ,7' # 13 Shipping Split 1 956.00 lbs / 433.64 kgs ❑ CLIP Shipping Split 2 1742.00 lbs / 790. 17 kgs Complete Lineup 2698.00 lbs / 1223.81 kgs ❑ CT DWG 322 330 15 91 .50 a 3a Code Standards ❑ ERMS a U.L. Deadfront and suitable for use as Service Entrance [2324] ,,.` `= EUSERC Terminations /� EllDWG 327, 345, 347, 354 when not more than six (6) disconnecting means are provided. Rating/`� El a a Nameplates ST1 — Deadfront — Section Bus 1200A 28.5 a ST2— Service Entrance — Section Bus 1200A ST3— Deadfront Section Bus 1200A /' 22.5 ! I . ! I ► 4 = 1 1 O 5d PRODUCT 0 UC INFORMATION / �/ 9 ► 10 , 1 ! Jo ► 1 ! Wirina ► Jo , 1 ► J >� t to , I Q ! 1 ► J o ► I t , ► , ==. , 10 l 1 0 ► 03 1 0 r1 t 103 , 1 ► J All wiring to be Machine Tool Wire type 63 , 7 ; — 63 . ) 4 = / t ► 1 ► lot 4 . . 5 031 401 00 1101Instruction Bulletins Reference 80043-055 For Handling, Installation, 1 ► l0 , 1 , 10 ) 103 o , 0031 11 1 = 1 I , J 15 ` 11 1010 11 ' 031 10 Anchoring, Inspection And Maintenance Information Q ) , ♦� ► i 1 I Q t 1 1 1 ► I , r , 1 ► 1 , 1 ► 1 o f I t , 5. , 1 ! J 1 e j 1 111 411=01 1113.5 03 t J 03 / 11=3 = 6 x 22.5 Product Accessories/Options Seismic Qualified 1 .50 ., SECT 1 SECT 2 SECT 3 24V Trip Unit Display Power [38] Locally Mounted ERMS Switch 42.00 .�. 42.00 42.00 [1067] [1067] [1067] SS 1 SS 2 42.00 -- 84.00 [1067] [2134] Lineup - 126.00 [3200] . INCHES DUAL DIMENSIONS. MILLIMETERS JOB NAME: B&V-TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: 0R016 TIGARD - JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: ELEVATION VIEW ENGR: BC ' SQuARE_E DATE: OCTOBER 04, 2017 by Winder Electric DRAWING STATUS: RECORD DWG# F40438404-004-01 I PG 1 OF 3 I REV - REV DESCRIPTION BY DATE _. ---- -- --/--/-- - ---- -- -/-/- __ -f--/-- - ---- -- --i--i-- : - ---- -- -/-/- - ---- -- ---I--/-- 37.00 r 2.50 2.50 [940] [64] ..- [64] I 1 / - 1 i ' 14.75 ' 39 .03 / / - [375] [991 ] - / / 4 t 1 6.53 [420] r $ .50 3.03 [13] 35.50 [77] REAR COVER [902] HANDLES USED 11MI 00 24.00 TOP VIEW - FRONT ON BAYS WIDER �,,,_ 0141 . THAN 42.00/[1067] [610] [279] 91 .50 [2324] 37.00 90.00 -. _ [940] .. .. 37.00 [2286] 2.50 [64] -ea- [940] tD C 0 0 a C 21 .00 `' ~ - _ 11 .85 .. - 1 .50 3• 14.25 Ct 35.50 [533] [301 ] - '-, / , [362] , 902 [38]-1 -4-0 ,, _ _ � [ ] j 2.8 T0 00 0 12.50 t t 16.40 [318] ' -T n t I- 42.00 42.00 42.00 .75/[19] DIA [1067] [1067] ~ ~ [1067] LEFT SIDE VIEW MTG HOLES OFFSE" 3.00/[76] TYP DUAL DIMENSIONS: INCHES FROM SIDE MILLIMETERS FLOOR PLAN - FRONT NOTE: JOB NAME: B&V--TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: 0R016 TIGARD A MINIMUM OF 2.00/[51 ] JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD CLEARANCE BEHIND THE DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: SIDE, TOP VIEW & FLOOR PLAN SWITCHBOARD IS REQUIRED FOR TOP COVER OVERHANG. ENGR: BC s Q u A R E E DATE: OCTOBER 04, 2017 byStitDIM E El.etrIC DRAWING STATUS: RECORD DWG# F40438404-004-01 I PG 2 OF 3 LREV - - REV DESCRIPTION BY DATE — ---- -- --/--/-- — ---- -- --/--/-- --`--1-- — ---- -- — --I-- -- -- --/-- REQUIREMENTS FOR SEISMIC RATING ANCHORING CONDITIONS: To Maintain Seismic Qualifications, Equipment Must Be Installed Per Manual (See General Notes) And Per Any Seismic Anchoring Details Provided By Others. Do Not Install Equipment Before Approved Seismic Anchoring Details Have Been Obtained And Site Prepararations Have Been Made In Accordance With The Approved Seismic Anchoring Details. All Post—Installed Anchors Shall Be Approved For Seismic Loads. Consideration Must Be Made For ConduitEntry Into Each Section When Developing Mounting Pad Reinforcement Locations. See Conduit Entry Details (Floor Plan) For Dimensional Information. SAE Grade 5 bolt Anchor Bolt . . (SAE Grade 5) Belleville Washer , 1/2-1 3 Heavy , duty nut t • Nut iiii • 1 -1/4 dia. . Base Channel • Belleville washer ,��•► °v • ' t -7-"' • "� - . • X = Height Floor • 1 ® 1._1(347T1 s • Typical base 2.94 channel mounting [75] hardware M 0 U NTI N G DETAILS Each Section Must Be Anchored At All Locations (Refer To Floor Plan And Mounting Detail Above). Anchor Bolt Mounting Points Are .75/[191 Diameter Holes Located 1 .50/[38] Or 3.00/[76] Above The Base of the Section. Use Dimensions From The Floor Plan To Determine Mounting Locations. The Belleville Washer (Shown In Detail Above) Used For Anchoring Connections Is A Tested Component And Is Required To Maintain Position Retention Of The Equipment. The Slip Critical Connection Performance Of The Bolted Connection Was Established To The Shake Table Tested Seismic Capacity Of The Equipment As Shown On The Equipment Seismic Certificate Supplied At The Time Of Order. CENTER OF GRAVITY CALCULATIONS: Elevation Center Of Gravity: 55 in. ( 1387.00mm) Up From Floor Vertical Center Of Gravity: Use Centerline Of Section From Left To Right Depth Center Of Gravity: Use CenterLine Of The Section From Front To Rear SECTION WEIGHT: The Weights Given Below Are The Maximum For Each Section And Should Be Used For Calculating Seismic Anchoring Requirements Section 1 956.00 lbs / 433.64 kgs Section 2 1742.00 lbs / 790. 17 kgs Section 3 1742.00 lbs / 790. 17 kgs DUAL DIMENSIONS: INCHES MILLIMETERS JOB NAME: B&V—TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD - DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: CENTER OF GRAVITY ENGR: BC EV' DATE: OCTOBER 04, 2017 by Schneider Electric DRAWING STATUS: RECORD DWG# F40438404-004--01 I PG 3 OF 3 I REV — REV DESCRIPTION BY DATE - ----- -- --/--/-- - ---- -- --/--I-- - ---- -- --f--/-- - ---- -- -_j---/-- _ - ---- -- --�--/-- UCT BARRIER--- • • , • t • r - t 1 i , t � � L _ J DD < HJ 15A 2P JJ 250A 3P C JJ 250A 3P ' D4 < M1 JJ 250A 3P 1200A Trip 1200A INTERIOR NEUTRAL 3P T SPACE AND • l PJ 1200A - OR NTIUTNL SENSOR .! Power Trip Unit LSIG I CO CT'S < plug A JJ 250A 3P � I i � L J < JJ 250A 3P FH 15A 1 P � � C 4 PAIR STUDS • • • • Ground Bus per UL891 SECTION 1 SECTION 2 SECTION 3 JOB NAME: B&v--TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: ONE LINE ENGR: BC SQUAREE DATE: OCTOBER 04, 2017 by Sdenelder Marie DRAWING STATUS: RECORD DWG# 040438404-004-01 I PG 1 OF 2 I REV -- REV DESCRIPTION BY DATE -- ---- -- --/--/-- - ---- -- --!--/-- ---- -- --1--/- - ---- --I-I-- - ---- -- --I--/-- POWER STYLE QED - 2 SWITCHBOARD LEGEND ERMS Energy Reduction Maintenance SW SECT CKT GMD DEVICE FRAME TRIP FUSE/ LUG/WIRE INFORMATION GF Ground Fault P DESIGNATION N/P NO NO HEIGHT RATING AMP TRIP # ACCESSORIES / NOTES QTY PHASE WIRE RANGE QTY NEUT WIRE RANGE PLA Padlock Attachment—Fixed 1 — — Strip Heater — — — - - — - - — SHR SDE Over Current Trip Switch 1 1 4.5 in HJ 15A — 2P No 1 #14 — 1 /0 AWG 1 #14 — 1 /0 AWG SHR Strip Heater 1 2 4.5 in JJ 250A 250A S—LI 3P No 1 3/0 — 350 kcmil 1 3/0 — 350kcmil PLA TU 24V Trip Unit Display Power 1 3 4.5 in JJ 250A 250A S—LI 3P No 1 3/0 — 350 kcmil 1 3/0 — 350kcmil PLA 1 4 4.5 in JJ 250A 250A S—LI 3P No 1 3/0 — 350 kcmil 1 3/0 — 350kcmil PLA 1 5 4.5 in JJ 250A 250A S—LI 3P No 1 3/0 — 350 kcmil 1 3/0 — 350kcmil PLA 1 6 4.5 in JJ 250A 250A S—LI 3P No 1 3/0 — 350 kcmil 1 3/0 — 350kcmil PLA 1 7 1 .5 in FH 15A — 1P No 1 #12 — #4 AWG 1 #12 — #4 AWG 2 — — Strip Heater — _ — -- - - - - SHR 2 M1 — PJ 1200A Plug A 100% 1200A P—LSIG 3P No — -- — — GF,SDE PLA,ERMS,TU 3 — — Strip Heater — -- - -- - - - — — SHR 3 UCT — 1200A — — — Portland General Elec (OR) No 4 Pair Studs 4 Pair Studs JOB NAME: B&V--TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: SCHEDULE ENGR: BC S - R ' SQUAREQ DATE: OCTOBER 04, 2017 by Schneider EI*etMe DRAWING STATUS: RECORD DWG# 040438404-004-01 I PG 2 OF 2 I REV - REV DESCRIPTION BY DATE - ---- -- ---- -- --i—i-- - ---- -- --i—i-- - ---- -- --i--f-- ,..BLUE, NOTES: LINE BLACK F2 - _in_ 1. REFER TO BREAKER MANUAL FOR COMPLETE BREAKER TERMINAL INFORMATION NLUE wfuvH STRIPE 2. REFER TO ONELINE/SCHEDULE DRAWING FOR ACCESSORIES PROVIDED. NO A B t I I / NOTE 4 SEE 3. ALL WIRES ARE #16 MTM, UNLESS NOTED OTHERWISE. PWR SP: 4. 24VDC POWER SUPPLY CAN ONLY PROVIDE POWER FOR BREAKER TRIP UNITS. ! (B PHASE) DETAIL L2 (A PHASE) 5. A MAXIMUM OF 21 CIRCUIT BREAKER TRIP UNITS CAN BE CONNECTED TO EACH POWER SUPPLY. • L1 ' 1 Ti .. T2 ' 6. REPLACE "*" WITH SECTION NUMBER. X2 X1 7. Vn CONNECTION ONLY REQUIRED FOR 5.OP,6.OP,5.OH,AND 6.OH TRIP UNITS. X2 cr,,,�wHIlE • L1 L2 8. INSTALL 3/4 INCH FLEXIBLE CONDUIT AROUND SHIELDED CONDUCTORS. -- SEE xi RED 9. REMOVE THE FACTORY INSTALLED JUMPER BETWEEN Ti & T2. ,,, GREEN ! XFMR DETAIL-I --- rj 10. THIS NEUTRAL CONNECTION IS PROVIDED BY VENDOR. p X2 RED X1 11. HI OF NEUTRAL CT ALWAYS POINTS TO BOTTOM. H --) 52 -rte— WHITE `'` c.) 24VDC TO ERMS \Al SWITCH 12. DO NOT REMOVE FACTORY INSTALLED Z3—Z4 OR Z3—Z5 JUMPER UNLESS DICTATED BY SYSTEM ZSI WIRING. cr, NOTE 13 I SEE PAGE W-2 13. SECONDARY FUSING MUST BE PROVIDED FOR XFMRS RATED 750VA AND ABOVE. T1 T2J — RED ....c.; 14. INSTALL 2.2 nF CAPACITOR & JUMPER IF NOT ALREADY PRESENT. A NOTE 6 15. REFERENCE BULLETIN 48041-082—XX FOR ADDITIONAL CT CONNECTION INFORMATION. TB--"*"D Y•A Y BLUE—�.c., c> -BLUE/WHT NOTE 6 2 position jumper - um/ - I AAAA RED ��� ITE NOTE 4 i SEE BLACK < ; PWR SP DETAIL ; NOTE 10 :),, WHITE vc Vc 1 WHITE ,...-MITE Vn Vn .NOTE 7 VN X2 0 GND SHIELD X 1 ---RED T4 SEE NOTE 14 ' T3 +' • T1'''` T2 H1SHIELD F2 t l NOTE 11 RED RED F1 BLK SHIELDED CABLE BLK POWER SUPPLY DETAIL XFMR DETAIL SEE NOTE 8 NOTES 9&12 o 0 0 ® 0 o 0 o 0 0 0 0 0 0 0 0 0 o 0 0 SOLA PHOENIX M 1 Z Z2 A3 T4 T2 + z 1 41 42 44 31 32 34 21 22 24 11 12 14 CNI0 0 0 0 L� L.L. F2) 013 0F1 F2 480V i ItII I ! T1 T2 T1240V T2 T1T2 Z5 Z3 Z1 M2 T3 T1 L_ �T �_ Li_l-- Ti f�} Q) {� 20$V OR 600V — — -F- -�- -SIG 1 1 * DC °K J + OK =11 No H2 H4 Nor H2 H4 a ,� �„� W �24-2$V � o 9 W M U _W �S J = _ = Z 24VDC W �v oc iEJ C1= O O I-0 I—U_ IC�- 0 PWR SP a 0 Ti t!) 0 N g 0 a-I__ > t { t~! {�!) ®N L : -*- 8Kc N Z M Z Z Q LL 0 �-' W 0 -, W X X X 17 I)I I 0 w 1-1-- z w n n : 0 X2 X1 L+ NC NC N- . m o (/) z Q Q Ct ck$ /*:). - ITT (D[ GREEN I X1 1X2 UC1 UC2 UC3 0F4 0F3 OF2 OF1 CIRCUIT BREAKER SECONDARY CONTACTS JOB NAME: B&V-TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD Y DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: WIRING DIAGRAM . ENGR: BC schneider SECTION 2 POWER PACT P MAIN BREAKER DATE: OCTOBER 04, 2017 cpElectric DRAWING STATUS: RECORD DWG# W40438404-004-01 I PG 1 OF 3 IREV - . REV DESCRIPTION BY DATE - ---- -- --/--/-- - ---- -- --/--/-- - ---- -- --1--1-- - ---- -- --/--1-- - ---- -- --1--1-- E2 SECTION 2 FROM 24VDC PS OR TERMINAL BLOCKS - Z SEE PAGE W- 1 + z El 16AWG / - r f u0 /' 7 , • b + - 0000000000 24VDC 11 C 12 13 C 14 15 C 16 # 37 4 O 11 N 0 8 0 12 / " \ APP O 13 01 0 O 14 020 0 15 03 0 O 16 0 10 MODULE LV434063 r01-t r02-i r03-i r---AI 13 14 23 24 33 34 T1 T2 0 0 0 O ,0 0 0 0 0 CO C '° 1-1/4_Jsi II) -0 m 1 160 I 16M C3 1 Il 6 J I A mr cr � c r * ri m c I P w ULP CABLE x 16AWG (IF FDM IS REQ'D) C .).______-_._._ A\ 6 0OPTIONAL At �.� FRONT DISPLAY MODULE f m _ 15 C - ' FDM• x m m CO I4 �soo ItA�3 ` STRV00121 Pi E5 E6 2 --s-1 C Q In- ❑❑ In+ ° m = F2 II (I) _ E3 Q Q E4 0 0 m C 24VDC/ 34 C Cr o� X2 X1 + I!" El E2 E3 E4 E5 E6 0 E1 E2 ❑ 1711 24V Q0 OV eeeeee V...# TC ❑ ❑ PLUG-IN COM .Q ii mill l ii OV +24 CONNECTOR o X LIGHTED < < 1 + I + SWITCH ULP A TO BCM TO I EKMINATOR BCM ERMS MASTERPACT NW POWERPACT P/R �� LH �� Q e � NOTES: 1 . 24VDC POWER SUPPLY a. POWER FOR TRIP UNITS, I/O MODULE AND ALL OTHER COMMUNICATION DEVICES MUST COME FROM LINE SIDE OF CIRCUIT BREAKER. b. THE SAME POWER SUPPLY CAN BE CONNECTED TO THE FOLLOWING DEVICES: FDM, EGX, ETHERNET SWITCH, IFM, IFE AND 10 MODULES. ALL OTHER DEVICES MUST BE EVALUATED. c. SEPARATE PWR SUPPLY REQ'D FOR TRIP UNITS OR PROGRAMMABLE CONTACT MODULES. d. 3A MAX DUE TO DEVICE CONNECTOR LIMITATIONS. e. BKR ULP CABLE INCLUDES 24VDC FOR CONNECTED DEVICES. 2. ANSI C37.20. 1 OR CSA C22.2 NO. 31 EQUIPMENT A LIGHTED SWITCH a. SINGLE CONDUCTOR CABLE MAY BE TYPE SIS AND COLOR CODES MAY BE DISREGARDED (FOR SINGLE a. IF WIRING TO LIGHTED SWITCH IS 3 FEET OR LONGER, TWISTED PAIR OR SHIELDED CABLE IS REQUIRED. CONDUCTORS). A SET APPLICATION DIAL TO "3" WHEN ERMS IS USED. AFTER POWER IS APPLIED ALL LIGHTS WILL FLASH. HOLD "T" A RJ45 PORTS BUTTON FOR 5- 15 SECONDS TO RESET. a. WHEN OVERALL ULP CABLE LENGTH IS MORE THAN 5 METERS... ALL PORTS MUST BE FILLED WITH A CABLE TO ANOTHER DEVICE, OR ULP LINE TERMINATOR. A FDM (IF PRESENT) WD , QED2 PPP/ R & NW FIXED IMD ERMS ( FDM a. VERIFY CONNECTION WITH CIRCUIT BREAKER BY SELECTING "QUICK VIEW" FROM THE MAIN MENU ON FDM DISPLAY. OPEN & CLOSE BREAKER, CONFIRMING BREAKER STATE CHANGE IN THE UPPER LEFT CORNER OF DISPLAY SCREEN. JOB NAME: B&V—TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD A, TRIP UNIT a. MUST BE CONFIGURED AS 2 WIRE MODE. JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD b. FOR PREPARED SPACE, INSTALL AND TEST ALL DEVICES. COIL CABLE/WIRES FOR THE CIRCUIT BREAKER WHERE DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: WIRING DIAGRAM THEY ORIGINATE. UNPLUG THE CABLE FEEDING THE CIRCUIT BREAKER FROM THE I/O MODULE. ENGR: BC Schneider DATE: OCTOBER 04, 2017 ej E l e c t r i c DRAWING STATUS: RECORD DWG# W40438404-004-01 I PG 2 OF 3 I REV -- REV DESCRIPTION BY DATE ---- -- ---/--/--- -- ----- -- --/----/-- - ----- -- --/--/-- - ---- -- --/--/-- - ---- -- _ --/--/-- A B 0 BLACK LOAD BUS (B PHASE) • L2 * (A PHASE) Li T1 T2 -I r I I /2/4-1/ UNE GREEN [1:F. 5 : i� - X2 X 1 NOTE 1 D THERMOSTAT 0 SECTION 1 - � X2 F1 ),),N\ ml-- cv RED STRIP HEATER (1) PER SECTION 0 WHITE _ W 0 1 2 N E RED ? 0 r. -, X1 TH3 SECTION 2 Ti T2 = X1 RED TH3 X2 _ TB-H"X" STRIP HEATER ____....-'TH3 ; (1) PER SECTION BLACK TH3 X2 .' X2 l NOTE 3 NOTE 6 1 2 J 0 RED WHITE TH3 X2 XFMR DETAIL TB-H"X" SHIPPING SPLIT CONNECTIONS TH3 TH3 208V OR 600V KF-H3 COMPLETED BY INSTALLER X2 X2 2 J H1 H2 1 NOTE 6 X2 X1 240V int H2 H4 NOTES: 1 . MOUNT IN ACCESSIBLE LOCATION. 11111111111111111 2. IF STRUCTURE IS 54" DEEP OR SMALLER, MOUNT HEATERS ON REAR TIE CHANNEL, OTHERWISE MOUNT HEATERS ON RHS OR LHS OF SIDE CHANNEL. 3. TERMINAL BLOCKS LOCATED AT BOTTOM FRONT OF STRUCTURE. SUBSTITUTE EACH "X" WITH SECTION NUMBER. 480V 4. GROUND WIRE SHALL BE GREEN. STRIP HEATER W/ TSTAT OF H2 H4 5. ALL CONDUCTORS TO BE #14 MTW MIN, UNLESS OTHERWISE NOTED. 6. WIRE TO BE AWG #12 MIN. BLACK HIGH TEMPERATURE (1360-026802) JOB NAME: B&V-TESLA SUPERCHARGERS 9/18/2017 EQUIPMENT DESIGNATION: OR016 TIGARD JOB LOCATION: EL PASO TX EQUIPMENT TYPE: QED-2 SWITCHBOARD III MIN DRAWN BY: BERNARDO CARDENAS DRAWING TYPE: WIRING DIAGRAM ENGR: BC Schneider DATE: OCTOBER 04, 2017 'Electric DRAWING STATUS: RECORD DING# W40438404-004-01 l PG 3 OF 3 1 REV - , L L/3 L/3 FOUR 5/16 HOLES 2 EACH, UPPER & LOWER FLANGES HAND4-3/4 5-3/4 9 2 AREA LE .r. 11-0 ...-... SEE NOTE 5 MIN. MIN. A SEE NOTE 7 0/-- ("AM 3/4 � -1 /4 1 -- - - - - _ - - 4-1 /8 ` 1 -1 /4 � 2-1/16 1 -r.. 3/4 7-- 1 /2 SEE NOTE 1 al1/4\—.SEE NOTE 7 T [NI 21 --1 /2 MIN. aw 36 MAX, 3/8 0 0 0 3- 1 /4 3/8 2- 1 /2 -_- 0 0 0 s-1/2 ALL HOLES 10-32 TAP -• 8-1/2 EXCEPT AS NOTED -• 10-1 /2 •. 11 .r TEST SWITCH MOUNTING ALL DIMENSIONS SHOWN ARE IN INCHES REV. DATE DESCRIPTION 8 1 1/11 REVISED NOTE 4 SCALE 15-INCH HINGED METER PANEL 0-600 VOLTS SHT 1 OF 2 N.T.S. DATE DWG NO. REV. 12/02 ELECTRIC UTIUTY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 332 8 NOTES: 1 . The panel shall be constructed of 12 gauge (minimum) steel and shall be hinged at the test switch side by the manufacturer. The panel shall be furnished with a meter socket, sealing ring, and a slotted opening and removable plate for the installation of a secondary test switch. The slotted opening and removable plate edges shall be smooth to prevent damage to meter wiring. Note: When a cast meter mounting ring is provided, the screws used to attach to the meter panel shall provide a minimum 1 /8—inch clearance between the screw heads and the back of the ring. 2. The removable plate shall be attached to the rear of the panel with screws that do not protrude through the face of the panel. 3. The meter socket shall be designed for back connection. 4. The panel shall be equipped with hinges. The hinges shall permit the panel to open to 90—degrees, and shall be easily interchangeable, right or left, on the meter socket panel. Removable pin type hinges are required, the pin shall be removable from the top. 5. The panel shall be equipped with a handle on the unsupported end. The handle shall be interchangeable, right or left, on the meter socket panel and maintain a 1 —inch (minimum) clearance from the meter socket flange and slotted opening. C. The panel shall support a 25—pound load applied at the unsupported end when fully opened with a maximum sag of 1 /8 inch. 7. Stud and wing nut assemblies shall be sealable when used. 8. See Section 200 for correct meter socket configuration. 9. Test switch mounting holes shall be located on the top left and bottom right for safety. REV. DATE DESCRIPTION 8 11 /11 REVISED NOTE 4 SCALE 15-INCH HINGED METER PANEL N.T.S. 0-600 VOLTS SHT 2 OF 2 DATE DWG NO. REV. 12/02 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 332 8 TOP VIEW TOP VIEW C.T. SECTION 1111 MIN. 10 MIN. M - 10 MIN. -41- 4 MIN. SEE SEE NOTE 1 NOTE 4CD) D - 1. ED D C 10 MIN. FRONT VIEW FRONT VIEW FIGURE 1 FIGURE 2 NOTES: 1 . Hinged meter panel shall be capable of being opened 90—degrees with meter and test facilities in place, and provide the following clearances to any obstruction — 11 inches at the meter socket and 4 inches at the test—switch slotted opening. See Drawing 332 and 333 for hinged meter panels construction details. 2. Meter panels, either socket or blank, shall not be hinged to a hinged filler panel. Non—hinged filler panels shall not extend into the required instrument—transformer compartment access opening. 3. Enclosure doors providing access to utility compartments (i.e., metering sections and pull sections) shall be: a. Equipped with a device to secure the doors in the open position at 90—degrees or more. b. Secured in the closed position with a single, handle—operated, latching system. When provided with a locking means, each door, or set of doors, shall be equipped with an approved double—locking device, accepting padlocks with a 5/16 inch lock shaft, to allow access by both the serving utility and the customer. 4. Dimension may be reduced if the service section is supplied from horizontal cross—bussing or bus duct. ALL DIMENSIONS SHOWN ARE IN INCHES REV. DATE DESCRIPTION 4 12/02 DELETE FIGURE 1 AND 2 AND NOTE 4 — PROJECT #010808, ADD NOTE 4 -- PROJECT #010502 SCALE OUTDOOR OR RAINTIGHT ENCLOSURES FOR SWITCHBOARDS N.T.S. 0-600 VOLTS SHT 1 OF 1 DATE DWG NO. REV. 12/02 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 354 4 NEUTRAL BUS ---\\., ALTERNATE LOCATION SEE NOTE 1 jr— OF NEUTRAL BUS SEE NOTE 1 5* MIN. ,, .... \,_ 5* r te — YiN. M IN. 11 - 1/2 11 -1 /2 4 MIN. 4 MIN. -..4 —Pio, Ell 1H SEE NOTE 9 _ SEE NOTE 9 * SEE NOTE 6 TOP VIEW SEE NOTE 1 FOR BUS LINK REQUIREMENTS BUS SUPPORT BAR . SEE NOTE 1 , . ._._ l . . . �-' ,� • . . . • . SEE NOTE 1 3 _ A t �1 c ) c { . METERING TAPS • TYP. 7 LOCATIONS "B" SEE NOTE 7 14-1 /2 30 r , r — r ro : a of . . . . . • . _ OPTIONAL BUS ic. . . . * i `. . . . `. . . . SUPPORT — ' : : 2 : ' : " : : SEE NOTE 1 , _ A 1 %'f SEE--E--/ 7 � NOTE 3 r ,4, A i BARRIER .i'� SEE NATE 8 t i BUS SUPPORT 11 MAX. 1: )c — BAR, SEE NOTE 1 24 MAX. .,, W.. FRONT VIEW SIDE VIEW ALL DIMENSIONS SHOWN ARE IN INCHES REV. DATE DESCRIPTION 5 11/01 REVISED BOLT PATTERN AND NOTE 5 -- PROJECT #000814 AND #001117 SCALE INSTRUMENT — TRANSFORMER COMPARTMENT FOR SWITCHBOARDS SHT 1 OF 2 N.T.S. 1001 -3000 AMPERES AND ABOVE, 0-600 VOLTS _ DATE 30 3—WIRE AND 30 4—WIRE DWG NO. REV• 11/01 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 322 5 NOTES: 1 . Bus arrangements and supports shall be provided as shown, except the neutral bus may located at either side or on either side wall. (Note: neutral bus not required for 3—phase, 3—wire service). Bus units shall be anchored so that busses will remain in position when section "B" is removed. For details of section "B" and the insulated current—transformer support, see Drawing 330 and Drawing 331 . Bus supports shall be constructed of a continuous bar of insulating material. 2. The bus units may be supplied from the top or bottom, and shall be constructed of rectangular bus. Maximum allowable bus size shall be four 1 /4—inch x 4—inch bars spaced 1 /4--inch. 3. Bus units shall be insulated as shown and the insulating material shall be rated for the serving voltage. Round bus corners as necessary to prevent damage to insulation. 4. When the compartment is supplied from horizontal cross—bussing, the bussing shall pass through the compartment or in the sealed area above the compartment. 5. Except for conductors supplying the instrument transformer compartment, and the ground bus, no other conductors or devices shall be installed in, or routed through, the compartment or the sealed area above the compartment. The ground bus shall not infringe on utility compartment space, or reduce any clearances. Customer connections to the ground bus shall not be allowed in the instrument transformer compartment. 6. A clear unobstructed work space shall be provided around the current—transformer bus units from the barrier to 2 inches above the removable current—transformer bus sections ("B"). 7. A 10-32 tap for attachment of meter wiring shall be provided as follows: a. One tap on each upper and lower phase bus unit with a 10-32 screw and washer provided for each phase bus in either the upper or lower position. b. One tap on the neutral bus as shown, or when the compartment is supplied from cross—bussing, a tap may be provided on the neutral cross—bus, or on a bus bar extension provided from the neutral cross—bus. A 10--32 screw and washer shall be provided for the neutral bus. Tap locations shall be centered between phase bus units, or at either side, and shall be readily accessible under energized conditions and with the current—transformers in place. 8. The barrier shall be constructed of a rigid insulating material resistant to ARC tracking and shall be secured in place with a maximum deflection of 1 /2 inch from an applied force of 25 pounds downward. Openings in the barrier (i.e., peripheral gaps around barrier, cutouts around bus bars, and hole diameters provided for ventilation) shall not exceed 3/8 inch. The barrier shall be attached with nonconductive fasteners. 9. Dimension measured to inside edge of the compartment access opening. REV. DATE DESCRIPTION 5 11/01 REVISED BOLT PATTERN AND NOTE 5 — PROJECT #000814 AND #001117 SCALE INSTRUMENT - TRANSFORMER COMPARTMENT FOR SWITCHBOARDS SHT 2 OF 2 N.T.S. 1001 -3000 AMPERES AND ABOVE, 0-600 VOLTS DATE 30 3-WIRE AND 30 4-WIRE DWG NO. REV. 11/01 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 322 5 9/32 "R" (2) 9/16 HOLES ,--\\:" Ii 1 -7/16 f I 9/1 fi 1 -1 /8 E L. 8-7/8 11 -5/8 14-1 /2 11 -5/8 4 I 1 -3/8n I 5 T----- i 1 me 1 —7/1 6 NOTE 2 (2) 9/16 .N SLOTES DETAIL 'A" DETAIL "B" DRILLING AND SPACING OF BUS 1/4x4. LINK (SAME MATERIAL AS BUS) c. -�.., (2) 3/8 1 HOLES NO OF LINKS I I ---..—.-..—.— AS REQUIRED I ,��� I 3-3/4 1 li,k 1111111111 (SEE NOTE 1) III 1 3-3/8 UNK (SEE DETAIL "B") 0 8-1 - I f CO a •4 .• WINDOW TYPE--■ -- "` i- Z CURRENT N 5/8 TRANSFORMER EL 1I 1 _... iiIIMI11111 • -, - 1 -5/8 I t INSULATED 1/4x20 (2) 3/161 -1 /8 TRANSFORMER CAPSCREW HOLES -` SUPPORT 1 -1 /8 (SEE DETAIL "C") DETAIL"C" REMOVABLE LINK INSULATED Cu E TSRUANSFORMER (FURNISHED BY MANUFACTURER) (MATERIAL: INSULATING, NON-TRACKING) ALL DIMENSIONS SHOWN ARE IN INCHES REV. DATE DESCRIPTION 7 11 /11 REVISED NOTE 1 SCALE REMOVABLE UNK AND CURRENT-TRANSFORMER SUPPORT FOR N.T.S. INSTRUMENT-TRANSFORMER COMPARTMENTS WITH 4-INCH BUS sHT 1 OF DATE 0-600 VOLTS DWG NO. REV. 11/01 ELECTRIC UTIUTY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 330 7 NOTES: 1 . Manufacturer shall secure the removable bus link to the upper and lower current transformer bus units using 1 /2—inch hex—head (grade 5) steel bolts with associated washers and nut. Each bolt shall be provided with a flat washer, a spring washer and a nut. Spring washer may be either a cone—type (belleville) washer or a split—ring washer with a flat washer. All washers (belleville or flat) shall be 2- 1 /4 inches minimum. "Note: When belleville washers are used, the manufacturer shall provide a label with the required torque setting. This label shall be in a readily visible location within the compartment that the washers are being utilized and shall not be installed on the meter or filler panels." 2. Drill and tap two holes as shown on the outer bus units for 1 /4—inch x 20 capscrews. REV. DATE DESCRIPTION 7 11 /11 REVISED NOTE 1 SCALE REMOVABLE LINK AND CURRENT-TRANSFORMER SUPPORT FOR SHT 2 OF 2 N.T.S. INSTRUMENT-TRANSFORMER COMPARTMENTS WITH 4-INCH BUS DATE 0-600 VOLTS DWG NO. REV. 11/01 ELECTRIC UTILITY SERVICE EQUIPMENT REQUIREMENTS COMMITTEE 330 7