Agenda packet

Orange City Council
March 10, 2026

Document: Agenda packet
Meeting: March 10, 2026
Body: Orange City Council
Pages: 14
Original file: 120.8 MB

Text extracted from the city's file for reading and search. Open the original on cityoforange.legistar.com. That file is the official record.

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;
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`W58&:1) NMDBNMFANMFNNMANNMEBNMF;NMA7NMCFNMDANMA7 \)/:+)J@%J&4 ANMECEM7ANM7BDM;7;MAACMNE7M;;BMCDNMNCQM; a*%*%@%J&4 NMNNMNNMNNMNNMNNMNNMNNMNNMN NMN =):&J@%J&4 ANMECEM7ANM7BDM;7;MAACMNE7M;;BMCDNMNCQM; ,X3 .@ .@<.@\] @ S99+)&56@%J&4B7MQB;M7ENMCBDM; S99+)&56,X3 @@@ @
a*%*%,%/0:6EN:6K_:L;CQCNQED;BCB7DNC;QFQ7BECNA a*%*%,%/0:6QE:6K_:L^BCDCFNQC;A;7;7H7CNCF;H77N^;B7CFB I/:%+/&J,1/'@12:K_:LQFCQN7CBDDBF =*+/<&4,%/0:6K_:LC;E7QC7BE;CN7EN;AE <&2%\&9&51:4K`96LCFN;N7B;CA7BDFFCDC7F7EFCEDBCDN7FCQ 3:&+`&:1)/\&98%U*5:/ NN NNNNNNN N 391JJb&5'\&98%U*5:/ NN NNNNNNN 3:)+&0%\&98%U*5:/ NN NNNNNNN 8%U*5%U`W58&:1)NMDBNMFCNMEDNMEDNMBDNMF;NMA7NMCFNMDANMA7 I/:%+2%5:1)/3*HH&+4 S+%&=49%c X:6%+ \45J%,%/0:6c7CN S5:*&:%U\45J%,%/0:6c7CN X__2%:cEKBOLd8%_%+%/5%U:)96&2%;c?<=&/UFc3<=d3:&+:)_-+%%/ ?&:*+&J\45J%c7;N \)/:+)J=49%cS5:*&:%UT\))+U1/&:%U $&P1H*H`W58&:1)cNMDA I/:%+2%5:1)/310/&J@%J&4cBEMAI/:%+2%5:1)/,X3c@ I/:%+2%5:1)/\&9&51:4e:1J1Y&:1)/AAMCOI\e,%`%J)_3%+`15%@ S/&J4212#%+1)UKH1/L7E ^QE:69%+5%/:1J%`)J*H%%P5%%U25&9&51:4df*%*%H&4b%J)/0%+Mghij Attachment 7
872

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;
<*%*%26)=/12>&?1>*>&@:%+:=)545A%2B >C)A*>%@)+DE:69%+5%/:1A%F*%*%12>%:%+%GH4*92:+%&>210/&AB 39A1:2&/G#6&2%2I7I(&+H)+JAKGLJ&2:&/56*+48G MNOP
Attachment 7
873

!"

# $%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<
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`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aI O\KQO\POO\P8O\PLO\PPO\NKO\LNO\Q8O\LPO\KQO\PNO\PN Y='2FC':G6['IV=&7H7L8M8LQJP8OJLK8<KL<QLM8P8NJ<MQQL<Q8OJ8<N8 )C%$F';**09';2*8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO b:3;,&'>R2F;&,GSI8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO8\OO b02D*,>c&F'5GWIV3H=&7ML\OLQ\MLQ\MQO\M<P\QLO\J<K\NL<\LLO\KMN\J<8\M<8\Q S06,c&F'5GWJIV3H=&7LK\M8\<J\PP\K8\P8M\OO\M8\M8\NLP\L M\N88\K S02;2'FTc&F'5GWLIV3H=&7O\OO\OO\OO\OO\OO\OO\OO\OO\OO\O O\OO\O `2F&?'6(^DTGMO`IV=&7HF08L\O88\M8J\JJ\<N\PN\QJ\NK\QM\8P\O88\K8J\8 b0321\%*=&>&0;c&F'5V3H=&7 -0.,:c&F'5GWIV3H=&7KJ\MLP\KLK\JQN\<<K\L<M\JMO\LLM\KLJ\NKM\M<P\LML\M -0.,:-^4 Rcc/ccccC R cc Y::,*'67E*FV=&7H78MPK8LOM8M8Q8MOO Y::,*'67c&F'5V3H=&7<N\PMO\LLP\LMK\M Y::,*'67-^4 ccc / @2>&,XY33210&W$73 8JL<MQPN $73c+,';2*0G.ded96IV38P\OM8\<88\8MO\MJ<\<<<\OJN\OLL\Q C7'01&$&,2*WGed96IV3<\OM\O<\OM\OM\OfMM\OfM %'g.,&&04&;;201G.>'gIV38L\OLN\OK\OMJ\O8J\OfLKJL\OfLN %'gTCF&',@2>&G1[6dS8IV38<\<JM\LP\8JK\PN\QJK\KJL\NJJ\M .,&&0/g;@2>&G:[6IV3O\OQ\LO\8N\NO\J<\QO\OQ\O S0;&,3&6;2*04+>>',5 )C%Q;7C;,Fc&F'5<N\K )C%Q;7-^4 c B*;&3 f)C%Q;76*>:+;';2*0'F&0120&,&h+2,&3&h+'F6F&','06&;2>&3D*,;7&:7'3&36,*33201;7&U',,2&,\ ijkl Attachment 7
874

! "#$%&'(
))*+,-.,""(/ 01,23(&445"6&(7 #-"8
)#,"*(&'6 +9)+9:+95 ;9) ;9: ;95<9)<9:<9509)09:095 )#,"=&,>.-'(#7.&,/ :(#>>.2?&@'A"BC63D44EFF4GFH4I44EEIJ448G8IJKJJ4JF L'7'("?&@'A"BC63D44EFF4GFH4I44EEIJ448G8IJKJJ4JF
MN"#@L@&OBC636@D4EPP4EPP4EPP4EPP4EPP4EPP4EPP4EPP4EPP4EPP4EPP4EPP 07&(#-")",-73B>7D88J8 P P4J8 PFGP P 07&(#-")#,"/ 4 44 P4 P4 4
:#6"()",-73B>7DKPKPKPKP
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email protected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
^_`a
Attachment 7
875

! "#$%&'(
))*+,-.,""(/ 01,23(&445"6&(7 #-"8
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`#2$Y#65"R'27, IIIII II I 07&(#-"Y#65"R'27, IIIII II I 5"R'2"R]T25#7.&IHK?IHI>IHA8IH4NIH>JIH>AIH8IIH?4IH>4IHI@ D,7"(/"27.&,0'CC#(1 P("#:16"a U73"( Y12E")",-73a4JI P27'#7"RY12E")",-73a4JI U\\/"7aAFALGb5"\"(",2"R7&63#/"Aa<9:#,R8a09:b07#(7&\*("", <#7'(#EY12E"a@I Y&,7(&E:16"aP27'#7"RQY&&(R.,#7"R !#M.C'C]T25#7.&a4H4A D,7"(/"27.&,0.-,#E="E#1a4@HJD,7"(/"27.&,)U0a9 D,7"(/"27.&,Y#6#2.71c7.E.V#7.&,K?H>LDYc)"]"E&\0"(].2"= P,#E1/./ "(.&RFC.,G4? _X&E'C""M2""R/2#6#2.71bd'"'"./73"&("7.2#EE1.,\.,.7"H efgh Attachment 7
876

! "#$%&'(
))*+,-.,""(/ 01,23(&445"6&(7 #-"8
9'"'"/3&:,./;#<.;';#=7"(7:&212>"/? @AB736"(2",7.>"C&>';""<2""D/2#6#2.71EF'"'";#1G">&,-"(? 9'"'"/3&:,./;#<.;';#=7"(7:&212>"/? ;H&>';"=&(AB736"(2",7.>"F'"'"./;"7"("DG1'6/7("#;/.-,#>? 06>.7/#,D 3#/"/IJI%#(G&(K>CDLH#>",2.#!"/# MNOP
Attachment 7
877

!"#

$%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<
%*=&>&0; /?-/?@/?9 A?- A?@ A?9B?-B?@B?94?-4?@4?9 -'0&C*0D21+,';2*03 @,'DD26E*F+>&G=&7H7I88JKK8LKM8N88JJN<88OLON<P<<8<K Q+;+,&E*F+>&G=&7H7I88JKK8LKM8N88JJN<88OLON<P<<8<K
R02;2'FSGSTIU=&7 VVVVVVVVVV VV $&WX?2(&YWZGY[:T@I8\VV8\VV8\VV8\VV8\VV8\VV8\VV 8\VV $',(201?+3UYWZ8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV A*,(]*0&^0Y::,*'67B*B*B* B* YWZ4';QF*_U=&7H7HF08<MV8<MV8<MV8<MV8<MV8<MV8<MV8<MV8<MV8<MV8<MV8<MV YWZQF*_9';&U=&7H78KOKL8LJMONLKVJO88K8NOMJ8JKM<P $&'()*+,Q'6;*,V\JOV\JOV\JOV\JOV\JOV\JOV\JOV\JOV\JOV\JOV\JOV\JO $&,6&0;)&'=5E&7U`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aI V\PLV\VOV\KOV\K8V\VVV\OJV\L8V\PJV\PJV\NKV\N<V\8V Y='2FC':G6['IU=&7H7KKNOLKOJMLJL VNPL8PNJVKJLOK8<8J8N<OL )C%$F';**09';2*8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV b:3;,&'>Q2F;&,GRI8\VV8\VV8\VV8\VVV\VV8\VV8\VV8\VV8\VV8\VV8\VV8\VV b02D*,>c&F'5GWIU3H=&7OO\MLO\<KJ\ML<\MV\VN8\JOO\KKN\LKN\LOK\M8<\M8N\P R06,c&F'5GWKIU3H=&7N\PV\VV\KV\LV\V8\M8\8N\LN\K8\L V\JV\K R02;2'FSc&F'5GWLIU3H=&7V\VV\VV\VV\VV\VV\VV\VV\VV\VV\V V\VV\V `2F&?'6(^DSGOV`IU=&7HF0N\LV\PL\8K\VV\VM\L8\P8N\O8O\VK\< <\N8\K b0321\%*=&>&0;c&F'5U3H=&7 -0.,:c&F'5GWIU3H=&7PV\NLO\JLV\VL<\JV\VNL\POP\LK<\PK<\OON\V8J\P8N\J -0.,:-^4 /cCcYc/CCc ?? Y::,*'67E*FU=&7H7K<MLKM8LKK88VN Y::,*'67c&F'5U3H=&7NL\MNK\OKJ\PKK\8 Y::,*'67-^4 ccC C @2>&,XY33210&W$73 8K NOP < $73c+,';2*0G.ded96IU38J\JM8\VLJ\88O\JMO\VLJ\8 C7'01&$&,2*WGed96IU3N\VO\VO\VN\VO\VO\V %'f.,&&04&;;201G.>'fIU38L\VPP\VLM\VJ\VMV\VLM\V %'fSCF&',@2>&G1[6dR8IU3<\8LP\MLL\MO\OKL\K8J\P .,&&0/f;@2>&G:[6IU3V\8<\JV\LV\VM\P8\M R0;&,3&6;2*04+>>',5 )C%P;7C;,Fc&F'5KJ\P )C%P;7-^4 C ghij
Attachment 7
878

!"

#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;
,&/%-+)*9 .<,.<=.<8 ><, ><= ><8?<,?<=?<83<,3<=3<8 ,&/%@)/A10*+&:1)/2 =+&AA15B)C*D%EF96GHI7J;KHLH;;J777 ;7MKLHMN;J7MMMNM O*:*+%B)C*D%EF96GHI7J;KHLH;;J777 ;7MKLHMN;J7MMMNM
PQ%&COC)REF969CG7;MM7;MM7;MM7;MM7;MM7;MM7;MM7;MM7;MM7;MM7;MM7;MM 3:)+&0%,%/0:6EA:GIN M M M;N M7LM 7LM 3:)+&0%,&/%2 7 77 77 77 7 =&9%+,%/0:6EA:GHMHMHMHM
,&/%S:1CTO&5:)+7TMM7TMM7TMMMT;NMT;N7TMM7TMMMT;N7TMM7TMMMT;N7TMM O+: MTINMMTINMMTINM MTINM OC:#+):%5:%Q MT;NMMT;NMMT;HIMT;NMMT;NM 3&:QTOC)RE9+):G7JJM7IHU7NIU7HI77J7U7NIU7JJMUNU;7NIU7JJMUNU;7NIU OC:#%+D1::%Q MT;NMMT;NMMT;HIMT;NMMT;NM 3&:QTOC)RE9%+DG7JJM7IHU7NIU7HI77J7U7NIU7JJMUNU;7NIU7JJMUNU;7NIU 8106:=*+/)/8%QV%2V%2V%2 V%2 3&:QTOC)RE8=W8G7UL7ULULK 7M7 ,1/'39%%QED96GKNLNUN NM ,1/'X12:&/5%EA:GIJ77MU;KIMUHU =+&F%C=1D%E2GKUTI7NTJNTN NTM #%&'()*+O&5:)+MT;JMT;JMT;JMT;JMT;JMT;JMT;JMT;JMT;JMT;JMT;JMT;J YQZTOC)REF96GJM7INKJLIL7MM77L ;7MNHHKL7MM7MU7NK 36&+%Q,&/%=+&AA15E[GLM[ ,&/%-+)*9OC)REF96GJM7INKJK;MK;L77L ;7MNHHKL7MM7MU7NK ./:%+<C)5'%QP/:%+2%5:1)/?) ?) ?) ?) ?) ?) ?) ?) ?) ?) ?)?) ,&/%YC10/D%/:,%A:,%A:8106:,%A:,%A:8106:,%A:,%A:8106:,%A:,%A:8106: $%Q1&/>1Q:6EA:G7K7K7K 7K ,1/'WAA2%:EA:G MMM M @+)22R&C'>1Q:6EA:G7H7H7H 7H =R)R&4,%A:=*+/,&/% (%&QR&4O&5:)+7TMM7TMM7TMM7TMM7TMM7TMM7TMM7TMM7TMM7TMM7TMM7TMM =*+/1/039%%QED96G7N ;7N ;7N ;7N ; ?*D\%+)AX%:%5:)+2 7K77K77K77 K7 X%:%5:)+=%D9C&:%,%A:=6+*8106:,%A:=6+*8106:,%A:=6+*8106:,%A:=6+*8106: ,%&Q1/0X%:%5:)+EA:GKM7MMKMKM7MMKMKM7MMKMKM7MMKM =+&1C1/0X%:%5:)+EA:G MMMMMMMMMM MM X%:%5:)+7#)21:1)/EA:G MMMMMMMMMM X%:%5:)+731]%EA:GKM HKMKM HKMKM HKMKM HKM X%:%5:)+7=49%@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._ X%:%5:)+7@6&//%C X%:%5:)+7._:%/QE2GMTMMTMMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM X%:%5:)+7`*%*%E2GMTMMTMMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM X%:%5:)+7X%C&4E2GMTMMTMMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM X%:%5:)+K#)21:1)/EA:G;L;L;L ;L X%:%5:)+K31]%EA:GHHH H X%:%5:)+K=49%@C^._@C^._@C^._@C^._ X%:%5:)+K@6&//%C X%:%5:)+K._:%/QE2GMTMMTMMTM MTM =*+/=49% 39C1:?Y#%+D39C1:?Y#%+D#+):?YO+%%#+): ?Y#%+D #+):%5:%Q#6&2%2 LL II NK 7 H #%+D1::%Q#6&2%2 L IO+%%H abcd
Attachment 7
879

!"

#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
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`W58&:1) ;LM7;LNN;L;B;LBD;LBD;LDE;L77;LEO;LMO;LEN;LCC;L;E \)/:+)I@%I&4 CALDNCLB;LCEBL;ENLDCLCC;LADCL;;LBBOLB7CLC7LE a*%*%@%I&4 ;L;;L;;L;;L;;L;;L;;L;;L;;L;;L; ;L;;L; =):&I@%I&4 CALDNCLB;LCEBL;ENLDCLCC;LADCL;;LBBOLB7CLC7LE ,X3 @.S..S@\S] <S S99+)&56@%I&4EMLMCNLA7ELDD7LD S99+)&56,X3 ..< \ a*%*%,%/0:6C;:6J_:KCA7C7 ;DACDAB ; NAMM 7BO7C7; a*%*%,%/0:6OC:6J_:K7;7^DMA ;MACMABMAG7OAAN7;^7CCM7EO H/:%+/&I,1/'@12:J_:KNO7OCOD;;DBM =*+/<&4,%/0:6J_:KBCOC7A; 7A; <&2%\&9&51:4J`96KDCBDNDMACA7MAD7AO;B77CDM7CBM7EC7BNOBBN 3:&+`&:1)/\&98%U*5:/ ; ; ; ; ; ; ;7C;; ;; 391IIb&5'\&98%U*5:/ ;;;;;;;;;; 3:)+&0%\&98%U*5:/ ;;;;;;;;;; 8%U*5%U`W58&:1);LDN;LEB;L;B;LN;;LN;;LDM;L77;LN;;LMO;LE7;LCC;L;E H/:%+2%5:1)/3*GG&+4 S+%&=49%c X:6%+ \45I%,%/0:6c7M; S5:*&:%U\45I%,%/0:6c7M; X__2%:cNDJCCPKd8%_%+%/5%U:)96&2%Dc?<=&/UEc3<=d3:&+:)_-+%%/ ?&:*+&I\45I%cO; \)/:+)I=49%cS5:*&:%UT\))+U1/&:%U $&Q1G*G`W58&:1)c;LBD H/:%+2%5:1)/310/&I@%I&4cDBLNH/:%+2%5:1)/,X3c\ H/:%+2%5:1)/\&9&51:4e:1I1Y&:1)/NALCPH\e,%`%I)_3%+`15%@ S/&I4212#%+1)UJG1/K7C ^OC:69%+5%/:1I%`)I*G%%Q5%%U25&9&51:4df*%*%G&4b%I)/0%+Lghij Attachment 7
880

!"

#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%77
;*%*%26)</12=&>1=*=&?:%+:<)545@%2A =B)@*=%?)+CD:69%+5%/:1@%E*%*%12=%:%+%FG4*92:+%&=210/&@A 39@1:2&/F#6&2%2HIH(&+G)+J@KFLB&@@%4B1%<MJ+%&J@KF NOPP
Attachment 7
881

!"#

# $%

! &'&()*+,-.
//012342((.5 67289.,::;(<,.= &)3(:>
',?(@(2= 1A/1AB1A; CA/ CAB CA;DA/DABDA;6A/6AB6A; /)2(E,2F43-.)=4,25 B.)FF48G,H-@(I?(9J9KLM:NO>LPLOON::: O:Q>PLQRON:QQQRQ S-=-.(G,H-@(I?(9J9KLM:NO>LPLOON::: O:Q>PLQRON:QQQRQ
T24=4)HUIUVKW?(9 QQQQQQQQQQ QQ &(XYA4*(ZX[IZ\<VBK:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ :]QQ &).*423A-5WZX[:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ C,.*^,2(_2Z<<.,)89D,D,D, D, ZX[6)=SH,`W?(9J9JH2:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ:MNQ ZX[SH,`;)=(W?(9J9NQ:MR>NRRR Q Q O:QRL Q:QQ:Qa:R> &()*+,-.S)8=,.Q]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ONQ]ON &(.8(2=+()?7G(9Wb >>>>>>>>>> >> E)<W?(9J9 >QN>:M:MRLaLQ >P>:NPQ:>a:PNLLRM Z..4?(_20.((2Q]:>Q]:>Q]:>Q]:MQ]QQQ]QQQ]:PQ]POQ]QQQ]QNQ]P>Q]P> 6)=SH,`W?(9J9:NM::MNQ:RMRaRLa Q:RMR:NM:aRRP:RMR:NM:aRRP:RMR 0.<G,H-@(I?KW?(9J9NQ:MR>NRRR Q Q O:QRL Q:QQ:Qa:R>

0.<6)=SH,`I5KW?(9J9JH2:NM::MNQ:RMR:NM: Q:RMR:NM::NNN:RMR:NM::NNN:RMR U6(.?(I3\5KW5P]N:>]L>]Q:O]NQ]QQ]QQ]L>M]:Q]QN]>a:]:>]L E78H(UEH().I3\8KW5P]N:>]L>]Q:O]NQ]QQ]QQ]L>M]:Q]QN]>a:]:>]L &.,<T2/)2( :]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ :]QQ /)2(0.<E)<I8KW?(9J9>QN>:M:MRLaLQ >P>:NPQ:>a:PNLLRM GJE;)=4,IcK Q]aPQ]MRQ]:RQ]MNQ]QQQ]QPQ]L:Q]M:Q]NQQ]QM Z?)4HE)<I8\)KW?(9J9>LQ>Na>a>MNNQ >P>:NPQ:LP:PNLLRM +E'&H)=,,2;)=4,:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ:]QQ d<5=.()@S4H=(.ITK:]QQ:]QQ:]QQ:]QQQ]QQQ]QQ:]QQ:]QQQ]QQ:]QQ:]QQ:]QQ d24F,.@e(H)7IXKW5J?(9R>]MRL]aR:]LR:]OQ]QQ]QPM]M>P]:Q]QRO]Na:]a>a]Q T28.e(H)7IX>KW5J?(9:]Q:M]>Q]PN]aQ]QQ]QQ]::]LQ]Q:O]N >]MQ]> T24=4)HUe(H)7IXaKW5J?(9Q]QQ]QQ]QQ]QQ]QQ]QQ]QQ]QQ]QQ]Q Q]QQ]Q b4H(A)8*_FUIRQbKW?(9JH2>]>N]:Q]MO]>Q]QQ]QQ]a::]OQ]Qa]M:a]>:]Q d2543]',?(@(2=e(H)7W5J?(9 /20.<e(H)7IXKW5J?(9Ra]MNP]RR>]QRO]>Q]QQ]QPM]O>R]NQ]QNO]aaP]:>a]> /20.</_6 e1e1Z eE 1 EE Z<<.,)89G,HW?(9J9>M>RRR:QLR::Ma Z<<.,)89e(H)7W5J?(9LN]>RO]>>R]OaN]P Z<<.,)89/_6 11E e B4@(.YZ55432(X&95 :> PRL M &95e-.)=4,2I0fgf;8KW5:a]QLM]N>Q]:>>]LRO]Q>M]> E9)23(&(.4,XIgf;8KW5P]QR]QR]QR]QhRR]Q ')i0.((26(==423I0@)iKW5:>]QPM]Q:O]QL]QhRPa>]Q ')iUEH().B4@(I3\8fT:KW5O]>aQ]::P]L>]Laa]:>:]N 0.((21i=B4@(I<\8KW5Q]QN]:Q]RQ]QL]O:]R T2=(.5(8=4,26-@@).7 +E'L=9E=.He(H)7PQ]: +E'L=9/_6 e D,=(5 d5(.)<<.,?(X?,H-@(V)H)28423)@,23=9(H)2(5F,.=-.2423@,?(@(2=] h+E'L=98,@<-=)=4,2)H(2342(.(j-4.(5(j-)H8H().)28(=4@(5F,.=9(<9)5(58.,55423=9(V)..4(.] d25432)H4k(Xe(H)7F,.lDA;WCA;m45(i8H-X(XF.,@8)H8-H)=4,25,F=9()<<.,)89X(H)7)2X42=(.5(8=4,2X(H)7] nopq Attachment 7
882

! " #$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
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
?P)P&4,%A:?*+/,&/% (%&OP&4M&5:)+7TKK7TKK7TKK7TKK7TKK7TKK ?*+/1/039%%OED96GRKRKRKRK >*D\%+)AX%:%5:)+2 7 Q77Q X%:%5:)+?%D9C&:%,%A:?6+*8106:,%A:?6+* ,%&O1/0X%:%5:)+EA:GQK7KKQKQK7KK ?+&1C1/0X%:%5:)+EA:G K KKKK X%:%5:)+7#)21:1)/EA:G K KKKK X%:%5:)+731]%EA:GQK RQKQKR X%:%5:)+7?49%@C^._@C^._@C^._@C^._@C^._ X%:%5:)+7@6&//%C X%:%5:)+7._:%/OE2GKTKKTKKTKKTKKTK X%:%5:)+7`*%*%E2GKTKKTKKTKKTKKTK X%:%5:)+7X%C&4E2GKTKKTKKTKKTKKTK X%:%5:)+Q#)21:1)/EA:GIUIU X%:%5:)+Q31]%EA:G RR X%:%5:)+Q?49%@C^._@C^._ X%:%5:)+Q@6&//%C X%:%5:)+Q._:%/OE2GKTKKTK ?*+/?49% #+):>Y#%+D#%+D>Y #+):%5:%O#6&2%2 JQ R #%+D1::%O#6&2%2Q R
abcd
Attachment 7
883

! " #$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
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`&5'\&98%T*5:/ K KKKK 3:)+&0%\&98%T*5:/ K KKKK 8%T*5%T^W58&:1)KJKCKJMVKJKKKJK7KJM7 F/:%+2%5:1)/3*EE&+4 R+%&?49%a X:6%+ \45G%,%/0:6a7MK R5:*&:%T\45G%,%/0:6a7MK X]]2%:aKHKNIb8%]%+%/5%T:)96&2%Ba>=?&/TCa3=?,b3:&+:)]-+%%/ >&:*+&G\45G%a;K \)/:+)G?49%aR5:*&:%TS\))+T1/&:%T $&P1E*E^W58&:1)aKJMV F/:%+2%5:1)/310/&G@%G&4a7J7F/:%+2%5:1)/,X3aR F/:%+2%5:1)/\&9&51:4c:1G1Y&:1)/;CJ;NF\c,%^%G)]3%+^15%R R/&G4212#%+1)THE1/I7V E[)G*E%])+OV:69%+5%/:1G%d*%*%12E%:%+%T`4*92:+%&E210/&GJ 39G1:2&/T#6&2%2a;a(&+`)+=G^Tef*:*+%@)0#&+' ghij Attachment 7
884

!"#$

% &'&()*+,-.
//012342((.5 67289.,::;(<,.= &)3(:>
',?(@(2= AB/ AB;CBDCB;6B/6BD /)2(E,2F43-.)=4,25 D.)FF48G,H-@(I?(9J9K > >::LM > >:NOL P-=-.(G,H-@(I?(9J9K > >::LM > >:NOL Q24=4)HRIRSKT?(9 NNNNNN &(UVB4*(WUXIWY<SDK:ZNN:ZNN:ZNN:ZNN &).*423B-5TWUX:ZNN:ZNN:ZNN:ZNN:ZNN:ZNN A,.*[,2(\2W<<.,)89C,C,C, WUX6)=PH,]T?(9J9JH2:MON:MON:MON:MON:MON:MON WUXPH,];)=(T?(9J9 > >::LM > >:NOL &()*+,-.P)8=,.:ZNN:ZNN:ZNN:ZNN:ZNN:ZNN &(.8(2=+()?7G(9T^ ______ E)<T?(9J9 :_:_`__O:a`La>M`__O W..4?(\20.((2NZN_NZN_NZL:NZL:NZL:NZL: 6)=PH,]T?(9J9OONOON`baO:>M>abO`baO 0.<G,H-@(I?KT?(9J9:: N::LM > >:NOL 0.<6)=PH,]I5KT?(9J9JH2:bL` N:OOO:>M>abO:OOO R6(.?(I3Y5KT5NZMNZNbZ:NZNNZ_>Z_ E78H(REH().I3Y8KT5NZMNZNbZ:NZNbZ`>Z_ &.,<Q2/)2( NZa>NZa>:ZNN:ZNN /)2(0.<E)<I8KT?(9J9_b N`__O:a`La>M`__O GJE;)=4,IcK NZa`NZNNNZ`ONZNNNZN:NZ`` W?)4HE)<I8Y)KT?(9J9:>b N`__O:a`La>M`__O +E'&H)=,,2;)=4,:ZNN:ZNN:ZNN:ZNN:ZNN:ZNN d<5=.()@P4H=(.IQK:ZNNNZNN:ZNN:ZNN:ZNN:ZNN d24F,.@e(H)7IUKT5J?(9b`Z>NZNNZMNZb:Z`NZM Q28.e(H)7IU_KT5J?(9::ZNNZNNZ`NZNNZNNZ` Q24=4)HRe(H)7IU`KT5J?(9NZNNZNNZNNZNNZNNZN ^4H(B)8*\FRI>N^KT?(9JH2NZaNZNNZ>NZNNZNNZ> d2543Z',?(@(2=e(H)7T5J?(9 /20.<e(H)7IUKT5J?(9OaZaNZN:Z_NZb:Z`:Z: /20.</\6 1WWWWW W<<.,)89G,HT?(9J9:::_N`:NMa W<<.,)89e(H)7T5J?(9OaZa:Z_:Z: W<<.,)89/\6 1W W D4@(.VW55432(U&95 _ bM &95e-.)=4,2I0fgf;8KT5:_`ZN:_`ZNOZN E9)23(&(.4,UIgf;8KT5>ZN>ZN>ZN ')h0.((26(==423I0@)hKT5:NMZN:NMZN:_ZN ')hREH().D4@(I3Y8fQ:KT5MZ:MZ`_ZM 0.((21h=D4@(I<Y8KT5:`Z:::Z:NZN Q2=(.5(8=4,26-@@).7 +E'b=9E=.He(H)7:Z> +E'b=9/\6 W ijkl
Attachment 7
885

!"#$%&'

&%$ ()(*+,-./0
11234564**07 894:;0.<<=*>.0? (+5*<@
1+4*20./> 3A13AB3A= CA1 CAB CA=DA1DABDA=8A18AB8A= 1+4*E.4F65/0+?6.47 B0+FF6:G.H/I*JK>;LMN O< @P <M << MQ @R<@RSOMMS<MPPMO T/?/0*G.H/I*JK>;LMN O< @P <M << MQ @R<@RSOMMS<MPPMO
UV*+HTH.WJK>;>HL<XRR<XRR<XRR<XRR<XRR<XRR<XRR<XRR<XRR<XRR<XRR<XRR 8?.0+5*1*45?;JF?L R RR @PXP R<RR R 8?.0+5*1+4*7 R RR << R< B+>*01*45?;JF?L@R@R@R@R
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`L 1+4*20./>TH.WJK>;L R<QP R ROP MM @<<@@P RMX<POSR 34?*0AH.:,*VU4?*07*:?6.4D. D. D. D. D. D. D. D. D. D. D.D. 1+4*^H654I*4?1*F?1*F?=65;?1*F?1*F?=65;?1*F?1*F?=65;?1*F?1*F?=65;? )*V6+4C6V?;JF?L R R<O <O 164,\FF7*?JF?L RRR R E0.77W+H,C6V?;JF?L<@<@<@ <@ BW.W+91*F?B/041+4* -*+VW+9T+:?.0<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR<ZRR B/046458>**VJI>;L@R@R@R@R@R@R@R @R D/Ia*0.F]*?*:?.07 <O <O<<O < O ]*?*:?.0B*I>H+?*1*F?B;0/1*F?B;0/=65;?1*F?B;0/1*F?B;0/ 1*+V645]*?*:?.0JF?LOR<RROR<RROROR<RROR<RR B0+6H645]*?*:?.0JF?L RR RRRRR R R ]*?*:?.0<(.76?6.4JF?L RR RRRRR R ]*?*:?.0<86b*JF?LOR @ OR @ OROR@ OR @ ]*?*:?.0<B9>*EHc3dEHc3dEHc3dEHc3dEHc3dEHc3dEHc3dEHc3dEHc3d ]*?*:?.0<E;+44*H ]*?*:?.0<3d?*4VJ7LRZRRZRRZRRZRRZRRZRRZRRZR RZR ]*?*:?.0<e/*/*J7LRZRRZRRZRRZRRZRRZRRZRRZR RZR ]*?*:?.0<]*H+9J7LRZRRZRRZRRZRRZRRZRRZRRZR RZR ]*?*:?.0O(.76?6.4JF?LXMXMXM XM ]*?*:?.0O86b*JF?L@@@ @ ]*?*:?.0OB9>*EHc3dEHc3dEHc3dEHc3d ]*?*:?.0OE;+44*H ]*?*:?.0O3d?*4VJ7LRZRRZRRZR RZR B/04B9>* (*0ID^(*0ID^(*0I(*0ID^(*0I D^ (0.?*:?*V(;+7*7 MSO @ (*0I6??*V(;+7*7 M S SO @ fghi
Attachment 7
886

!"#$%&'

&%$ ()(*+,-./0
11234564**07 894:;0.<<=*>.0? (+5*<@
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`*;6:M*3V?*476.4N7ORPQRPQRPQRPQRPQRPQRPQRPQ RPQ =*:+MM).Z* D.4*D.4*D.4*D.4*D.4*aY)+VaY)+VaY)+VaY)+V C+M,B6K*N7O@PQ@PQ@PQ@PQ@PQ@PQ@PQ@PQ @PQ bM+7;E.4?C+M,N7OH<PQH<PQH<PQH<PQH<PQ<FPQ<FPQ<FPQ<FPQ (*Z*7?06+4a+MM7Nc\;0O SS SSSSS S S X:?3dd:?20**4N7O<SPS<SPS<SPS<QFPS<QFPS<QFPS<QFPS X:?/+?*Z5\a=+?6.QP<HQP<HQP<HQPGQQPGQQPGQQPGQ e\:=+?6. QPIFQP<SQP<TQPHTQPF<QPHIQPSF a.4?0.ME*M+9 SRPQFTPH<FPFSPGHPTRPS <PR f/*/*E*M+9 QPQQPQQPQQPQQPQQPQ QPQ B.?+ME*M+9 SRPQFTPH<FPFSPGHPTRPS <PR 1]8 E EAXX X X X>>0.+:;E*M+9SRPQH@PQRPQ <PF X>>0.+:;1]8 EaX X
f/*/*1*45?;SQ?;Nd?OGR<T Q G@T< <I f/*/*1*45?;TS?;Nd?O<RIFHRHK<S<<HK< <F L4?*04+M164,E67?Nd?ORF@@Q<<SSRH@ B/04A+91*45?;Nd?OISTS<QQ A+7*a+>+:6?9Ne>;OR@IRRRRTTH<RFQG<<G@HGRS 8?+0e+?6.4a+>=*Z/:?4 Q QQQQ Q GI 8>6MMg+:,a+>=*Z/:?4 Q QQQQ Q Q 8?.0+5*a+>=*Z/:?4 Q QQQQ Q Q
=*Z/:*Ze\:=+?6.QPRIQPQGQP<<QPHTQPF<QPHIQPSI L4?*07*:?6.48/KK+09 X0*+B9>*h ]?;*0 a9:M*1*45?;h<RQ X:?/+?*Za9:M*1*45?;h<RQ ]dd7*?hF<NRHUOi=*d*0*4:*Z?.>;+7*HhDAB1+4ZIh8AB1i8?+0?.d20**4 D+?/0+Ma9:M*h@Q a.4?0.MB9>*hX:?/+?*ZYa..0Z64+?*Z )+V6K/Ke\:=+?6.hQPIF L4?*07*:?6.48654+ME*M+9hFP@L4?*07*:?6.41]8hX L4?*07*:?6.4a+>+:6?9j?6M6^+?6.4@HPIULaj1*e*M.d8*0e6:*a X4+M9767(*06.ZNK64O<S K`.M/K*d.0TS?;>*0:*4?6M*k/*/*67K*?*0*Zg9/>7?0*+K7654+MPlmno Attachment 7
887

!"#$%&'

&%$ ()(*+,-./0
11234564**07 894:;0.<<=*>.0? (+5*<@
8>A6?7+4B(;+7*7CDC-+0E.0FAGBH=+A>;I7JK9L3M+AA*9M6*KJ0 NOPQ
Attachment 7
888

!"#

$%&'()

) '& *+*,-./012
33456786,,29 :;6<=20>>?,@02A *-7,>B
+0C,D,6A 5E35EF5E? GE3 GEF GE?HE3HEFHE?:E3:EF:E? 3-6,I06J8712-A8069 F2-JJ8<K0L1D,MC,=N=OPQ R> ST >P >> PU SV>SVWRPPW>PTTPR X1A12,K0L1D,MC,=N=OPQ R> ST >P >> PU SV>SVWRPPW>PTTPR Y68A8-LZMZ[O\C,= VVVVVVVVVV VV *,]^E8.,_]`M_a@[FO>bVV>bVV>bVV>bVV>bVV>bVV>bVV >bVV *-2.867E19\_]`>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV G02.c06,d6_@@20-<=H0H0H0 H0 _]`:-AXL0e\C,=N=NL6>WQV>WQV>WQV>WQV>WQV>WQV>WQV>WQV>WQV>WQV>WQV>WQV _]`XL0e?-A,\C,=N=PW R> SS >P >> PP S>>SP>RPPB>PWTPU *,-./012X-<A02VbBWVbBWVbBWVbBWVbBWVbBWVbBWVbBWVbBWVbBWVbBWVbBW *,2<,6A/,-C;K,=\f RRRRRRRRRR RR I-@\C,=N= WS UT WV>>VQT>STRWBPRPQSRRQTRWWBWP _228C,d642,,6Vb>VVb>VVb>VVb>VVb>VVb>VVbWRVbWRVbWRVbWRVbWRVbWR :-AXL0e\C,=N=PSBUUSQQVSPUQRR>TWTUP>T>WTQSRBWUTRQ>VR 42@K0L1D,MCO\C,=N=>UT V V RT V PPS>>VQQTWWPBQPQQW> 42@:-AXL0eM9O\C,=N=NL6>TQS V V>UST V>TWTUP>>QVR>WTQRBW>QQQ>WTR Z:,2C,M7a9O\9WbBVbVVbVVbVVbVUbUWbB>VbB>VbBSbW>Qb>>Qb> I;<L,ZIL,-2M7a<O\9>VbBVbVVbV>bSVbVUbURSbV>VbB>VbB>QbS>Qb>>Qb> *20@Y63-6, VbUSVbPBVbTS>bVV>bVVVbVP>bVV VbVS 3-6,42@I-@M<O\C,=N=RV> V V>WT V>STRWBRQWW>TR>RQT>PTT>T>Q KNI?-A80MgO VbSQVbVVVbVVVb>PVbVVVbRQVbR>VbUBVbUBVb>WVbT>VbT> _C-8LI-@M<a-O\C,=N=UBW V VUQS VUSSRWBRQWW>TR>RQT>PTT>T>Q /I+*L-A006?-A80>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV h@9A2,-DX8LA,2MYO>bVVVbVVVbVV>bVVVbVV>bVV>bVV>bVV>bVV>bVV>bVV>bVV h68J02Di,L-;M]O\9NC,=TQbVVbVVbVTRbBVbVTUbQQbQUb>Ub>TbP UbQUbQ Y6<2i,L-;M]RO\9NC,=UbWVbVVbVVbUVbVVbB>bQVbPVbQ>bP >bU>bU Y68A8-LZi,L-;M]UO\9NC,=VbVVbVVbVVbVVbVVbVVbVVbVVbVVbV VbVVbV f8L,E-<.dJZMTVfO\C,=NL6PbSVbVVbVVbWVbV>bPVbQRbBUbUVbT PbBTbR h6987b+0C,D,6Ai,L-;\9NC,= 3642@i,L-;M]O\9NC,=SVbWVbVVbVTUbRVbVTPbTBbPUbTUbBSbB TbVPbB 3642@3d: 5__i_i____ __ _@@20-<=K0L\C,=N=>UTSB>QRS>TQQ _@@20-<=i,L-;\9NC,=SVbWTPb>UbW TbV _@@20-<=3d: 5i_ _ F8D,2^_99876,]*=9 RPSW *=9i12-A806M4jkj?<O\9>>>bT>WbT>>>bT>WbT I=-67,*,280]Mkj?<O\9TbVTbVTbVTbV +-l42,,6:,AA867M4D-lO\9BVbVUVbVBVbVUVbV +-lZIL,-2F8D,M7a<jY>O\9RWbV>RbB>BbSTbU 42,,65lAF8D,M@a<O\9R>bSVbQRVb>VbR Y6A,29,<A806:1DD-2; /I+SA=IA2Li,L-;QbT /I+SA=3d: _ mnop
Attachment 7
889

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;<
,&/%-+)*9 .=,.=>.=8 ?=, ?=> ?=8@=,@=>@=83=,3=>3=8 ,&/%A)/B10*+&:1)/2 >+&BB15C)D*E%FG96H;I7JKI7LM7MIJM<IK77N7;LOO<7;L;;7 P*:*+%C)D*E%FG96H;I7JKI7LM7MIJM<IK77N7;LOO<7;L;;7
QR%&DPD)SFG969DH7N<<7N<<7N<<7N<<7N<<7N<<7N<<7N<<7N<<7N<<7N<<7N<< 3:)+&0%,%/0:6FB:H7O<7OL;<< <;<L <O<< 7ML 3:)+&0%,&/%2 7 77 77 <; 7 >&9%+,%/0:6FB:HM<M<M<M<
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`*%*%F2H<U<<U<<U<<U<<U<<U<<U<<U<<U< <U<<U< X%:%5:)+7X%D&4F2H<U<<U<<U<<U<<U<<U<<U<<U<<U< <U<<U< X%:%5:)+;#)21:1)/FB:HNJNJNJ NJ X%:%5:)+;31]%FB:HMMM M X%:%5:)+;>49%AD^._AD^._AD^._AD^._ X%:%5:)+;A6&//%D X%:%5:)+;._:%/RF2H<U<<U<<U< <U< >*+/>49% #%+E@Y#%+E#%+E@Y9E^)G#+):@Y#+): @Y#%+E #+):%5:%R#6&2%2 J I7L; 7 M #%+E1::%R#6&2%2 J JI I M
abcd
Attachment 7
890

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;7
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`W58&:1) LK;BLKCBLK;BLKANLKDNLKNMLKCNLKDNLKANLKCDLKL; \)/:+)H@%H&4 CMKPDLKLPKCD;K7DAKMMDK;DPKD;CK7MDKD BKLLKM a*%*%@%H&4 LKLLKLLKLLKLLKLLKLLKLLKLLKL LK7LKL =):&H@%H&4 CMKPDLKLPKCD;K7DAKMMDK;DPKD;CK7MDKD BKLLKM ,X3 @.S..@.\ @ SS S99+)&56@%H&4AMKAACK;;BK77MKB S99+)&56,X3 @@\ < a*%*%,%/0:6CL:6I_:J;;7;M LAD7AMM77NCMBC77D7LLL a*%*%,%/0:6PC:6I_:JCL7NBMBBD;L;MBD7;PCCM7N;M7MF7 G/:%+/&H,1/'@12:I_:JCDNNLDCNPA;A =*+/<&4,%/0:6I_:J7ML7MC;LL;LCMLL 7DC <&2%\&9&51:4I`96J7NNAAAAAN;LNAAADCD7BN7BPLNMP;MMA7LD7 3:&+`&:1)/\&98%U*5:/ L L L L L L L L L7DCL 391HHb&5'\&98%U*5:/ LLLLLLLL L LL 3:)+&0%\&98%U*5:/ LLLLLLLL L 8%U*5%U`W58&:1)LK7DLKMALK7PLK;BLKMPLKNMLKAPLKDNLKANLKDLLKL; G/:%+2%5:1)/3*FF&+4 S+%&=49%c X:6%+ \45H%,%/0:6c7ML S5:*&:%U\45H%,%/0:6c7ML X__2%:cCCIA;OJd8%_%+%/5%U:)96&2%;c?<=&/UDc3<=d3:&+:)_-+%%/ ?&:*+&H\45H%cBL \)/:+)H=49%cS5:*&:%UT\))+U1/&:%U $&Q1F*F`W58&:1)cLKNM G/:%+2%5:1)/310/&H@%H&4c;DK;G/:%+2%5:1)/,X3c\ G/:%+2%5:1)/\&9&51:4e:1H1Y&:1)/NBKPOG\e,%`%H)_3%+`15%@ S/&H4212#%+1)UIF1/J7C F[)H*F%_)+PC:69%+5%/:1H%f*%*%12F%:%+%Ub4*92:+%&F210/&HKghij Attachment 7
891

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;;
39<1:2&/=#6&2%2>?>(&+@)+A<B=CA%+'%<%4DB%
EFGG
Attachment 7
892

!"
# $%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<=
%*>&?&0; /@-/@A/@9 B@- B@A B@9C@-C@AC@94@-4@A4@9 -'0&D*0E21+,';2*03 A,'EE26F*G+?&H>&7I7J<K8LMK8NO8OKLOPKM88Q8<N==P8<N<<8 R+;+,&F*G+?&H>&7I7J<K8LMK8NO8OKLOPKM88Q8<N==P8<N<<8
S02;2'GTHTUJV>&7 PPPPPPPPPP PP $&WX@2(&YWZHY[:UAJ8\PP8\PP8\PP8\PP8\PP8\PP8\PP 8\PP $',(201@+3VYWZ8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP B*,(]*0&^0Y::,*'67C*C*C* C* YWZ4';RG*_V>&7I7IG08KMP8KMP8KMP8KMP8KMP8KMP8KMP8KMP8KMP8KMP8KMP8KMP YWZRG*_9';&V>&7I7<Q8N=KLNK8MNLMQQ88<L8<O=LL8=PL<< $&'()*+,R'6;*,P\QOP\QOP\QOP\QOP\QOP\QOP\QOP\QOP\QOP\QOP\QOP\QO $&,6&0;)&'>5F&7V`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aJ P\<8P\N=P\=LP\=KP\OPP\OKP\KPP\MQP\KPP\=LP\NNP\P< Y>'2GD':H6['JV>&7I7<=KLLO=MK<NMLLOK=Q8MKMMQK8L8PPL<=Q88POM )D%$G';**09';2*8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP b:3;,&'?R2G;&,HSJ8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP8\PP b02E*,?c&G'5HWJV3I>&7NM\KNP\NLK\QNM\MN8\8<K\OOP\P=8\N=8\N=O\=88\PM\8 S06,c&G'5HW<JV3I>&7P\M8\NP\K8\N<\P8\M8=\PK\<M\QP\< P\QP\P S02;2'GTc&G'5HW=JV3I>&7P\PP\PP\PP\PP\PP\PP\PP\PP\PP\P P\PP\P `2G&@'6(^ETHNP`JV>&7IG0P\QL\M<\N8\QN\L88\Q=\L8K\88K\QL\= Q\=P\< b0321\%*>&?&0;c&G'5V3I>&7 -0.,:c&G'5HWJV3I>&7NK\NN8\QLQ\KNQ\<N=\8=P\=M=\P=Q\M=Q\L=O\N88\QM\8 -0.,:-^4 /cc/cD/ccc @Y Y::,*'67F*GV>&7I7<OOM8<8=NK8OMP Y::,*'67c&G'5V3I>&7N<\P=K\=L8\K8O\Q Y::,*'67-^4 ccc @ A2?&,XY33210&W$73 8< LNO K $73c+,';2*0H.ded96JV3L<\KO<\P<N\<8<\=Q<\N<N\< D7'01&$&,2*WHed96JV3N\PfNN\PL\PN\PN\P %'g.,&&04&;;201H.?'gJV3<K\PfNM=8\P8=\PM<\P=8\P %'gTDG&',A2?&H1[6dS8JV38<\<L8\88O\=K\O<O\O8M\M .,&&0/g;A2?&H:[6JV38\8M\O8\PP\88=\=<\O S0;&,3&6;2*04+??',5 )D%O;7D;,Gc&G'5=8\N )D%O;7-^4 D C*;&3 f)D%O;76*?:+;';2*0'G&0120&,&h+2,&3&h+'G6G&','06&;2?&3E*,;7&:7'3&36,*33201;7&U',,2&,\ ijkl Attachment 7
893

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
2 &,.

HIIJKLMNOPMMM QRSTUVWXYZ[\]^Z__TS``[aa^b][_[^bc
defg
Attachment 7
894

!"
#$ %&'()*+,-.
//012342((.5 67289.,::;(<,.= ')3(:
/)2(0.,-< 1>/1>?1>; @>/ @>? @>;A>/A>?A>;6>/6>?6>; /)2(B,2C43-.)=4,25 ?.)CC48D,E-F(GH<9IJKL:K:::L:KLMNLJKK::NOL:P:QRPQR:Q::JP: S-=-.(D,E-F(GH<9IJKL:K:::L:KLMNLJKK::NOL:P:QRPQR:Q::JP: TU()ESE,VGH<9<EI:NRR:NRR:NRR:NRR:NRR:NRR:NRR:NRR:NRR:NRR:NRR:NRR 6=,.)3(/(23=9GC=IJKQ R:NJ:PQKJR:QRKLQ R 6=,.)3(/)2(5 : RK :K :K ?)<(./(23=9GC=IMRMRMRMR
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
[(=(8=,.?(F<E)=(/(C=?9.-/(C=?9.-;439=/(C=?9.-;439=/(C=?9.- /()U423[(=(8=,.GC=IKR:RRKR:RRKRKR:RRKRKR:RR ?.)4E423[(=(8=,.GC=I RR RRRRRRR R [(=(8=,.:',54=4,2GC=I RR RRRRRRR [(=(8=,.:64_(GC=IKR M KR M KRKR MKRKR M [(=(8=,.:?7<(BE`1aBE`1aBE`1aBE`1aBE`1aBE`1aBE`1aBE`1aBE`1aBE`1a [(=(8=,.:B9)22(E [(=(8=,.:1a=(2UG5IRXRRXRRXRRXRRXRRXRRXRRXRRXR RXR [(=(8=,.:b-(-(G5IRXRRXRRXRRXRRXRRXRRXRRXRRXR RXR [(=(8=,.:[(E)7G5IRXRRXRRXRRXRRXRRXRRXRRXRRXR RXR [(=(8=,.K',54=4,2GC=INPNPNP NP [(=(8=,.K64_(GC=IMMM M [(=(8=,.K?7<(BE`1aBE`1aBE`1aBE`1a [(=(8=,.KB9)22(E [(=(8=,.K1a=(2UG5IRXRRXRRXR RXR ?-.2?7<( '.,=A%'.,=A%'(.F'.,=A%'(.F'.,= A% '.,=(8=(U'9)5(5 LP JO QK : M '(.F4==(U'9)5(5O K
cdef
Attachment 7
895

!"
#$ %&'()*+,-.
//012342((.5 67289.,::;(<,.= ')3(>
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`Y9.O H HH HH H %8=1aa8=0.((2N5O>:PQE:PD:EPIFHPEFHPEGPQFGPQFGPQ:DPIEDPI %8=-)=(W3Y^;)=4,QP:IQPF>QP::QP>DQP>DQPQIQP>RQP>RQP:EQPFD bY8;)=4, :P:HQPGIQPD>QPDQQPEQQPREQPEGQP>IQPRD:PQ: ^,2=.,MC(M)7 :EDP>EIPGIIPEEHPE:>PIGGPE:GPDFP>RQPQIFPQ c-(-(C(M)7 QPQQPQQPQQPQQPQQPQQPQQPQQPQ QPQ @,=)MC(M)7 :EDP>EIPGIIPEEHPE:>PIGGPE:GPDFP>RQPQIFPQ /Z6 _C 1C?_?%_ 1 %<<.,)89C(M)7IIPQEEPE>RPHIGPF %<<.,)89/Z6 1C^ 1
c-(-(/(23=9HQ=9Na=OdF>>FGD::I>IEFH GR DR Hd>>FdI:G c-(-(/(23=9RH=9Na=O`H:FEER:IEF:F:QF`:IH:HEFQ`FFI`D>Q L2=(.2)M/42*C45=Na=ORIFRQ:DHFGEI @-.2?)7/(23=9Na=OF>H:RF:EH>FQ:HQ>DH ?)5(^)<)84=7Nb<9O>GH:IIEE>>:EGIHDR>:::EGIHIGEII:GFG 6=).b)=4,2^)<;(W-8=2 QQ QQQQQQQ Q 6<4MMe)8*^)<;(W-8=2 QQ QQQQQQQ 6=,.)3(^)<;(W-8=2 QQ QQQQQQQ ;(W-8(WbY8;)=4,:P:HQPGFQPIHQPIHQPFGQPREQPEGQP>IQPRD:PQ: L2=(.5(8=4,26-KK).7 %.()@7<(f Z=9(. ^78M(/(23=9f:FQ %8=-)=(W^78M(/(23=9f:FQ Zaa5(=fHHNE>SOg;(a(.(28(W=,<9)5(>fB?@)2WIf6?@g6=).=,a0.((2 B)=-.)M^78M(f:>Q ^,2=.,M@7<(f%8=-)=(WV^,,.W42)=(W &)T4K-KbY8;)=4,f:P:H L2=(.5(8=4,26432)MC(M)7fHIPQL2=(.5(8=4,2/Z6f1 L2=(.5(8=4,2^)<)84=7h=4M4[)=4,2REPESL^h/(b(M,a6(.b48(_ %2)M7545'(.4,WNK42O:H d],M-K((T8((W58)<)84=7gi-(-(45=9(,.(=48)MM742a424=(P jklm Attachment 7
896

!"
#$ %&'()*+,-.
//012342((.5 67289.,::;(<,.= ')3(>
?-(-(59,@245A)B4A-A)C=(.=@,878D(5E FGH=9<(.8(2=4D(I,D-A((B8((J58)<)84=7KL-(-(A)7M(D,23(.E ?-(-(59,@245A)B4A-A)C=(.=@,878D(5E 6<D4=5)2J'9)5(5N:N+).M,.ODIJPO)5=)289-.7;J QRST
Attachment 7
897

!
"
#$

% &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4)?
'-@)A)3> 2B02BC2B< DB0 DBC DB<EB0EBCEB<7B07BC7B< 0*3)F-3G54./*>5-36 C/*GG59H-I.A)J@):K:LMNO;N;;;O;NOPQOMNN;;QRO;?;ST?ST;S;;M?; U.>./)H-I.A)J@):K:LMNO;N;;;O;NOPQOMNN;;QRO;?;ST?ST;S;;M?; V35>5*IWJWXLY@): TTTTTTTTTT TT ()Z[B5+)&Z\J&]=XCL;^TT;^TT;^TT;^TT;^TT;^TT;^TT ;^TT (*/+534B.6Y&Z\;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT D-/+_-3)`3&==/-*9:E-E-E- E- &Z\7*>UI-aY@):K:KI3;ROT;ROT;ROT;ROT;ROT;ROT;ROT;ROT;ROT;ROT;ROT;ROT &Z\UI-a<*>)Y@):K:MNO;N;;;O;NOPQOMNN;;QRO;?;ST?ST;S;;M?; ()*+,-./U*9>-/;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT;^TT ()/9)3>,)*@8H):Yb NNNNNNNNNN NN F*=Y@):K: NRR;MQ;;QPMMM;NOOMQPMMN;OTRSMTMQQ;??MMN? &//5@)`31/))3T^;PT^M;T^M;T^;TT^NST^NST^;QT^POT^POT^;NT^MST^MS 7*>UI-aY@):K:;OR;?SN;PMRM?SPS;TP;SRSM?SPS;TP;SRSM?SP?;OTQMP 1/=H-I.A)J@LY@):K:MNOQ;N?OTNOPQOMNN;;QRO;?;ST?ST;NMNPNT 1/=7*>UI-aJ6LY@):K:KI3;OR;;OTN;OSS;ONR;OTN;SRS;ONR;OTN;SRS;ONR;OTN;OTN W7)/@)J4]6LY6N;^TMN^QMN^Q;T^NNM^T;S^RP^RR^?M^O;S^T?S^T?S^T F89I)WFI)*/J4]9LY6N;^TMN^QMN^Q;T^NNM^T;S^RP^RR^?M^O;S^T?S^T?S^T (/-=V30*3) ;^TTT^MP;^TT;^TT;^TT;^TT;^TT T^SS 0*3)1/=F*=J9LY@):K:NRR;T?OS?TMMM;NOOMQPMMN;OTRSMTMQQ;;ORSRQ HKF<*>5-JcL ;^;?T^ROT^ROT^RMT^OPT^SPT^PTT^?NT^NR;^;M;^TS;^TS &@*5IF*=J9]*LY@):K:NRR;;NPSR;?NS;?QM?PMMMN;OTRSMTMQQ;;ORSRQ ,F'(I*>--3<*>5-;^TT;^TT;^TT;^TT;^TT;^TTN^TTN^TTN^TT;^TT;^TT;^TT d=6>/)*AU5I>)/JVL;^TT;^TT;^TT;^TT;^TT;^TTT^QMT^QMT^QM;^TT;^TT;^TT d35G-/Ae)I*8JZLY6K@):S?^S?N^P?N^PSO^O?S^N?N^SST^N;S^OR^MSO^S?N^S?N^S V39/e)I*8JZNLY6K@):QS^TO^N;N^Q;T^?N^T;^NN^OT^O;^NR?^QMQ^TS;^P V35>5*IWe)I*8JZMLY6K@):T^TT^TT^TT^TT^TT^TT^TT^TT^TT^T T^TT^T b5I)B*9+`GWJSTbLY@):KI3;P^R;?^S;S^Q?^QQ^RP^NN^RN^O;^R;;^TN?^NNP^M d3654^'-@)A)3>e)I*8Y6K@): 031/=e)I*8JZLY6K@):;?Q^S?Q^RSS^SPR^T?O^N?M^OSN^Q;P^?Q^S;?N^?R;^SQ?^; 031/=0`7 Ue22eeeB&U UU &==/-*9:H-IY@):K:;OTQ;?OT;TPNNMTN &==/-*9:e)I*8Y6K@):OT^SST^PNN^NQP^R &==/-*9:0`7 2eF U C5A)/[&66543)Z(:6 ;NM?SPOR (:6e./*>5-3J1fgf<9LY6;Q^T?R^S;O^S?S^T;O^SST^TNS^TMO^S F:*34)()/5-ZJgf<9LY6?^TS^TS^ThSS^ThS?^TS^T '*i1/))37)>>534J1A*iLY6;S^TMR^T;P^Th?MR^Th?SN;^TMR^T '*iWFI)*/C5A)J4]9fV;LY6;O^T;T^?;N^NM?^QR^R?O^TNM^TNS^T 1/))32i>C5A)J=]9LY6T^TS^MT^MS^TT^TT^TT^TS^Q V3>)/6)9>5-37.AA*/8 ,F'P>:F>/Ie)I*8PO^? ,F'P>:0`7 2 E->)6 h,F'P>:9-A=.>*>5-3*I)3453)/)j.5/)6)j.*I9I)*/*39)>5A)6G-/>:)=:*6)69/-66534>:)X*//5)/^ klmn Attachment 7
898

!"#$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 #%/$:
+%.$,*()8 -;+-;<-;7 =;+ =;< =;7>;+>;<>;72;+2;<2;7 +%.$?(.@0/)*%90(.1 <*%@@04A(B)C$DE85F6G6HI IJ :K HJ L:6:HIIK6MJMHH6HHI6I: N)9)*$A(B)C$DE85F6G6HI IJ :K HJ L:6:HIIK6MJMHH6HHI6I: OP$%BNB(QDE858BF6KGG6KGG6KGG6KGG6KGG6KGG6KGG6KGG6KGG6KGG6KGG6KGG 29(*%/$+$./95D@9F::I: G G6J: GMRG G 29(*%/$+%.$1 6 66 G6 G6 <%8$*+$./95D@9FLGLGLGLG
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`ab
Attachment 7
899

!"#$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 #%/$:
+%.$,*()8 -;+-;<-;7 =;+ =;< =;7>;+>;<>;72;+2;<2;7 ?$9$49(*#5%1$ @@ABB AC 6 :
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
_)$)$+$./95AK95H]9IBL LM @L @: @M6L6ALCCK BA _)$)$+$./95OA95H]9I6CO:: :@ BK O@6OO66:ECL6E66B F.9$*.%G+0.&?019H]9IMLL:CALBMBMAL <)*.;%3+$./95H]9IAABA6MACLK ;%1$Z%8%4093H^85ICMB@MCA6CL@L@:OLB6CBO:@@OLKOL 29%*^%90(.Z%87$S)49. KKKKK KK K K 280GG`%4&Z%87$S)49. KKKKK KK K 29(*%/$Z%87$S)49. KKKKK KK K 7$S)4$S^U47%90(KJL:KJ6KKJ6MKJ6MKJC@KJ@KKJLAKJA@KJAL F.9$*1$490(.2)EE%*3 !*$%<38$a V95$* Z34G$+$./95a6LK !49)%9$SZ34G$+$./95a6LK V]]1$9aLLHCANIb7$]$*$.4$S9(85%1$Ca>;<%.S:a2;<b29%*9(],*$$. >%9)*%GZ34G$aBK Z(.9*(G<38$a!49)%9$SRZ((*S0.%9$S "%P0E)E^U47%90(aKJMM F.9$*1$490(.20/.%G?$G%3a6:JLF.9$*1$490(.+V2a; F.9$*1$490(.Z%8%4093c90G0W%90(.:@J:NFZc+$^$G(]2$*^04$Z !.%G3101#$*0(SHE0.I6A EY(G)E$](*OA958$*4$.90G$d)$)$01E$9$*$S`3)819*$%E10/.%GJefgh Attachment 7
900

!"#$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 #%/$:
28;091%.<#5%1$1=>='%*?(*@;A<BC%;$.40%"$1%
DEFG
Attachment 7
901

!
"#$

%&'()*+,-.
//012342((.5 67289.,::;(<,.= ')3(>
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` RRRRRRRRRR RR E)<W?(9J9 :>:RPMNMMRRO::R:OOOOO:NaNRMNQRM:PaPRM> %..4?(^20.((2L\:QL\:QL\:QL\:QL\:QL\:QL\a:L\a>L\a>L\NLL\>OL\>O 6)=SH,_W?(9J9:R>::>NL:O>O:ROMN::P>a:N>:MO:QQMR:N>:MO>MO>O 0.<G,H-@(I?KW?(9J9:L:M> >N OP L::R:OMQQPaMNRMM:LNOOO> 0.<6)=SH,_I5KW?(9J9JH2:R>::>NL:O>O:ROM L:QPa:N>::NLR:NOO:N>::NLR:NQO U6(.?(I3[5KW5:L\LR\PL\LO\OL\LN\>>\O:P\Q:P\NN\a:N\::N\R E78H(UEH().I3[8KW5:N\>R\PL\L>\ML\LN\>>\O:P\Q:P\NN\a:N\::N\R '.,<T2/)2( :\LL:\LL:\LLL\O>:\LLL\aN:\LL L\aa /)2(0.<E)<I8KW?(9J9:>:RPMNMMRRO LRQNOOO:aLPQNOQRM:MMLNMN GJE;)=4,IbK L\OQL\:QL\:RL\RQL\LLL\MRL\R>L\O:L\O:L\aPL\NOL\NO %?)4HE)<I8[)KW?(9J9aLMMNO>PNaMQ LMaLOOO:aLPQNOQRM:MMLNMN +E&'H)=,,2;)=4,:\LL:\LL:\LL:\LL:\LL:\LL:\LL:\LL:\LLR\LLR\LLR\LL c<5=.()@S4H=(.ITK:\LL:\LL:\LL:\LLL\LL:\LLL\PLL\PLL\PLL\:QL\:QL\:Q c24F,.@d(H)7IXKW5J?(9ON\MMN\M:P\MO:\LL\LMP\Maa\NaL\QaL\N:a\N N\:N\: T28.d(H)7IXRKW5J?(9R\NL\aL\:L\QL\L:\:L\R:\aR\OL\: L\Q:\: T24=4)HUd(H)7IXaKW5J?(9L\LL\LL\LL\LL\LL\LL\LL\LL\LL\L L\LL\L `4H(A)8*^FUIOL`KW?(9JH2a\M:\M:\O:\>L\La\Ma\QN\P>\MR\M R\>a\L c2543\&,?(@(2=d(H)7W5J?(9 /20.<d(H)7IXKW5J?(9QL\:MN\Q:P\MO:\QL\LOL\Oaa\Pa:\Paa\R:a\> N\N>\R /20.</^6 1dAd%dEEEA %% %<<.,)89G,HW?(9J9RaQ:N:::NL:>NN %<<.,)89d(H)7W5J?(9MR\QOL\PaR\Q >\Q %<<.,)89/^6 ddE % B4@(.Y%55432(X'95 :R MOQ > '95d-.)=4,2I0efe;8KW5MP\OOO\LRO\OMM\OQL\LRO\O E9)23('(.4,XIfe;8KW5M\LO\LO\LM\LO\LO\L &)g0.((26(==423I0@)gKW5aa\LOL\Laa\LR>\LOO\Laa\L &)gUEH().B4@(I3[8eT:KW5P\aR:\N:P\>:L\O:P\R:L\M 0.((21g=B4@(I<[8KW5L\QQ\QL\NL\a:M\RL\> T2=(.5(8=4,26-@@).7 +E&Q=9E=.Hd(H)7R:\R +E&Q=9/^6 E hijk
Attachment 7
902

!"#
$%&'()*+,-
../01231''-4 56178-+99:';+-< &(2'=
.(1'/-+,; 0>.0>?0>: @>. @>? @>:A>.A>?A>:5>.5>?5>: .(1'B+1C32,-(<3+14 ?-(CC37D+E,F'GH;8IJ9KL =MMN99O9MLPP9QJ=L=LOQ9LOLKQ R,<,-'D+E,F'GH;8IJ9KL =MMN99O9MLPP9QJ=L=LOQ9LOLKQ
ST'(ERE+UGH;8;EI9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ9=QQ 5<+-(2'.'12<8GC<IKJ Q Q Q=J Q9JQ Q 5<+-(2'.(1'4 9 99 99 99 ?(;'-.'12<8GC<IOQOQOQOQ
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
Z'<'7<+-?'F;E(<'.'C<?8-,:328<.'C<?8-,:328<.'C<?8-,:328<.'C<?8-, .'(T312Z'<'7<+-GC<IPQ9QQPQPQ9QQPQPQ9QQPQPQ9QQ ?-(3E312Z'<'7<+-GC<I QQQQQQQQQQ Q Z'<'7<+-9&+43<3+1GC<I QQQQQQQQQQ Z'<'7<+-953^'GC<IPQ OPQPQ OPQPQ OPQPQ O Z'<'7<+-9?6;'BE_0`BE_0`BE_0`BE_0`BE_0`BE_0`BE_0`BE_0`BE_0`BE_0`BE_0` Z'<'7<+-9B8(11'E Z'<'7<+-90`<'1TG4IQWQQWQQWQQWQQWQQWQQWQQWQQWQQWQ QWQ Z'<'7<+-9a,','G4IQWQQWQQWQQWQQWQQWQQWQQWQQWQQWQ QWQ Z'<'7<+-9Z'E(6G4IQWQQWQQWQQWQQWQQWQQWQQWQQWQQWQ QWQ Z'<'7<+-P&+43<3+1GC<I=L=L=L =L Z'<'7<+-P53^'GC<IOOO O Z'<'7<+-P?6;'BE_0`BE_0`BE_0`BE_0` Z'<'7<+-PB8(11'E Z'<'7<+-P0`<'1TG4IQWQQWQQWQ QWQ ?,-1?6;' 5;E3<A$&'-F5;E3<A$&'-F&-+<A$R-''&-+< A$ &-+<'7<'T&8(4'4 LL KK JP 9 O &'-F3<<'T&8(4'4 L KR-'' bcdd
Attachment 7
903

!"#
$%&'()*+,-
../01231''-4 56178-+99:';+-< &(2'9=
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``7</-''1L4MRN=RN=RN=ORNOORNOORNOGN=EQNQ9O=N=DNDGCNR $7<,(<'V2X]:(<3+=N=E=N=E=N=E=NFQ=NFQ=NFQ=N=E=NCG9N===N=R=NE= aX7:(<3+ =NEC=NDC=N=C=NQF=NQF=NO==NFR=NCE=NO9=NE==NG9 ]+1<-+KB'K(6 D=NG99CND=NOGQNGGQNGGNDEENR9GN==NERFND9DNQ b,','B'K(6 =N==N==N==N==N==N==N==N==N==N= =N= ?+<(KB'K(6 D=NG99CND=NOGQNGGQNGGNDEENR9GN==NERFND9DNQ .Y5 ^^$00$0>$0 > $;;-+(78B'K(6QENGEQNO99NRF=NQ $;;-+(78.Y5 ^0> ]
b,','.'12<8E=<8L`<MCORF =OR9ORR O9QF9G =CCC=Q b,','.'12<8QE<8L`<M_QE_9R= =_EGQ_ERCEGCE9CO FIDQEOQ J1<'-1(K.31)B34<L`<MRQ9QEQF==ODRD ?,-1>(6.'12<8L`<MDEQE9E= >(4'](;(73<6La;8MQE9==F9FE=CE99EQOD9FOCO9EDO9OGFE9G 5<(-a(<3+1](;:'V,7<1 ========== = 5;3KKc(7)](;:'V,7<1 ========== EQ 5<+-(2'](;:'V,7<1 ========== = :'V,7'VaX7:(<3+=NEC=NDC=N=C=NDD=NDD=NFQ=NFR=NCE=NO9=NCC=NGO J1<'-4'7<3+15,II(-6 $-'(?6;'d Y<8'- ]67K'.'12<8d9O= $7<,(<'V]67K'.'12<8d9O= Y``4'<d9F=LQFPMe:'`'-'17'V<+;8(4'FdA>?(1VGd5>?e5<(-<+`/-''1 A(<,-(K]67K'dQ= ]+1<-+K?6;'d$7<,(<'VU]++-V31(<'V %(S3I,IaX7:(<3+d=NQF J1<'-4'7<3+15321(KB'K(6dFQNCJ1<'-4'7<3+1.Y5d] J1<'-4'7<3+1](;(73<6f<3K3Z(<3+1RRNQPJ]f.'a'K+`5'-a37'B $1(K6434&'-3+VLI31M9E _QE<8;'-7'1<3K'a+K,I''S7''V47(;(73<6eg,','I(6c'K+12'-Nhijkk Attachment 7
904

!"#
$%&'()*+,-
../01231''-4 56178-+99:';+-< &(2'99
=,','48+>134?(@3?,?(A<'-<>+767B'4C ?D+B,?'A+-EF<8;'-7'1<3B'G,','34?'<'-'HI6,;4<-'(?4321(BC 5;B3<4(1H&8(4'4JKJ*(-I+-LBMHND(BB'6D3'>OL-'(LBMH PQRSR
Attachment 7
905

!
"
#$%

% &'

# ()*+,-./01
22345675++18 9:5;<1/==>+?/1@ *,6+=A
)/B+C+5@ 4D24DE4D> FD2 FDE FD>GD2GDEGD>9D29DE9D> 2,5+H/5I7601,@7/58 E1,II7;J/K0C+LB+<M<NO=PQ RSST==U=SQAA=VORQRQUV=QUQPV W0@01+J/K0C+LB+<M<NO=PQ RSST==U=SQAA=VORQRQUV=QUQPV
X57@7,KYLYZN[B+< VVVVVVVVVV VV *+\]D7-+(\^L(_?ZEN=`VV=`VV=`VV=`VV=`VV=`VV=`VV =`VV *,1-756D08[(\^=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV F/1-a/5+b5(??1/,;<G/G/G/ G/ (\^9,@WK/c[B+<M<MK5=PSV=PSV=PSV=PSV=PSV=PSV=PSV=PSV=PSV=PSV=PSV=PSV (\^WK/c>,@+[B+<M<O=PQ RPOU V VAA=VOR VUV=QUQPV *+,-./01W,;@/1=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV *+1;+5@.+,B:J+<[d AAAAAAAAAA AA H,?[B+<M< RU=V=PORTRV =TQAO=PSSAAQR=AT (117B+b531++5V`VOV`VOV`VOV`AUV`VVV`VVV`VSV`QRV`VVV`VQV`QOV`QO 9,@WK/c[B+<M<=SP==PSV=OPOTOUT V=OPO=SP=O=VU=OPO=SP=QROOAS= 31?J/K0C+LBN[B+<M<O=PQ RPOU V VAA=VOR VUV=VVUOTP 31?9,@WK/cL8N[B+<M<MK5=SP==PSV=OPO=SP= V=OPO=SP==SVA=OPO=SP==SVA=PAA Y9+1B+L6_8N[8T`UO`PV`STV`TV`VV`V=`O=S`AV`VQ`TAR`PAR`P H:;K+YHK+,1L6_;N[8T`UO`PV`STV`TV`VV`V=`O=S`AV`VQ`TAR`PAR`P *1/?X52,5+ =`VV=`VV=`VV=`VV=`VV=`VV=`VV V`=O 2,5+31?H,?L;N[B+<M<RU=V=PORTRV =TQAO=PSS=OQOPAS JMH>,@7/LeN V`OTV`PTV`==V`R=V`VVV`=UV`QAV`SPV`UOV`UO (B,7KH,?L;_,N[B+<M<RU=V=PO=VURV =TQAO=P=TS=OQOPAS .H)*K,@//5>,@7/=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV f?8@1+,CW7K@+1LXN=`VV=`VV=`VV=`VVV`VVV`VV=`VV=`VVV`VVV`PUV`PUV`PU f57I/1Cg+K,:L\N[8MB+<OR`RUV`ROP`OQU`QV`VV`VOU`TA=`=V`VU=`UAS`OAS`O X5;1g+K,:L\AN[8MB+<O`OQA`QV`O=V`SV`VV`VV`UV`OV`V=T`Q =`PT`Q X57@7,KYg+K,:L\TN[8MB+<V`VV`VV`VV`VV`VV`VV`VV`VV`VV`V V`VV`V d7K+D,;-bIYLOVdN[B+<MK5=`PQ`VV`T=Q`QV`VV`VV`SU`RV`VA`A==`P=T`V f5876`)/B+C+5@g+K,:[8MB+< 2531?g+K,:L\N[8MB+<UO`Q=VT`TOR`=OS`=V`VV`VOU`RA=`UV`VSQ`RAR`QTV`R 2531?2b9 4W44( 4H 4 HH (??1/,;<J/K[B+<M<=QQPOU=VP==UVQ (??1/,;<g+K,:[8MB+<PS`=OS`=AA`TT=`U (??1/,;<2b9 W4H H E7C+1](88765+\*<8 =A QOU P *<8g01,@7/5L3hih>;N[8R`UUR`==A`V=Q`SUQ`VTR`T H<,56+*+17/\Lih>;N[8Q`VO`VO`VO`VjOO`V ),k31++59+@@756L3C,kN[8=V`VOO`VS`VU`VjORTR`V ),kYHK+,1E7C+L6_;hX=N[8U`T=R`AS`PT`OT=`PTA`T 31++54k@E7C+L?_;N[8V`VP`RV`VV`V==`AA`V X5@+18+;@7/590CC,1: .H)U@<H@1Kg+K,:TS`V .H)U@<2b9 g G/@+8 f8+1,??1/B+\B/K0C+Z,K,5;756,C/56@<+K,5+8I/1@015756C/B+C+5@` j.H)U@<;/C?0@,@7/5,K+5675+1+l071+8+l0,K;K+,1,5;+@7C+8I/1@<+?<,8+8;1/88756@<+Z,117+1` f58765,K7m+\g+K,:I/1nGD>[FD>o78+k;K0\+\I1/C;,K;0K,@7/58/I@<+,??1/,;<\+K,:,5\75@+18+;@7/5\+K,:` pqrst Attachment 7
906

!"#$%&'()

&%$ *+,-./0123
44567897--3: ;<7=>31??@-A13B ,.8-?C

4.7-5312A 6D46DE6D@ FD4 FDE FD@GD4GDEGD@;D4;DE;D@ 4.7-H17I9823.B917: E3.II9=J1K2L-MNA>OPQ RR PR RC ?R SC QT?PU?CCUCRRPRPV W2B23-J1K2L-MNA>OPQ RR PR RC ?R SC QT?PU?CCUCRRPRPV
XY-.KWK1ZMNA>AKO?VTT?VTT?VTT?VTT?VTT?VTT?VTT?VTT?VTT?VTT?VTT?VTT ;B13.8-4-78B>MIBO T TT USVS T?TT T ;B13.8-4.7-: T TT ?? T? E.A-34-78B>MIBOUTUTUTUT

4.7-[B9K\W.=B13?\TT?\TT?\TT?\TT?\TT?\TT?\TTT\V?T\V??\TTT\VST\VS W3B T\VPVT\QSTT\VV]T\VV] WKB,31B-=B-Y T\V]VT\VUQT\VSTT\VST ;.BY\WK1ZMA31BOT ?]C? T T?QTC?SQC?]]TST]T T?]]TCSRVT WKB,-3L9BB-Y T\QPST\]PCT\TPCT\?SP ;.BY\WK1ZMA-3LO T?PVP T T?CQP?SQCQTST]T TRQ]CSRVT @98>BE23717@-Y^-:^-:^-: ^-: ;.BY\WK1ZM@E_@O?PSCU P 497/;A--YMLA>ORSRSCS CS 497/`9:B.7=-MIBOCVTUPS?VTP?T E3.N-KE9L-M:O?T\U?]\UC\] Q\T ,-./0123W.=B13?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT *Ya\WK1ZMNA>OPQ RR PR RC ?R SC QT?PU?CCUCRRPRPV ;>.3-Y4.7-E3.II9=MbO 4.7-5312AWK1ZMNA>O T??R T TCS SC QT?PVP TUCRRV?T 67B-3DK1=/-YX7B-3:-=B917G1 G1 G1 G1 G1 G1 G1 G1 G1 G1 G1G1

4.7-*K987L-7B4-IB4-IB@98>B4-IB4-IB@98>B4-IB4-IB@98>B4-IB4-IB@98>B +-Y9.7F9YB>MIBO T T?R ?R 497/_II:-BMIBO TTT T H31::Z.K/F9YB>MIBO?U?U?U ?U EZ1Z.<4-IBE2374.7- 0-.YZ.<W.=B13?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT?\TT E237978;A--YMLA>OUTUTUTUTUTUTUT UT G2Lc-31I`-B-=B13: ?R ?R??R ? R `-B-=B13E-LAK.B-4-IBE>324-IBE>32@98>B4-IBE>324-IBE>32 4-.Y978`-B-=B13MIBORT?TTRT?TTRTRT?TTRT?TT E3.9K978`-B-=B13MIBO TT TTTTT T T `-B-=B13?,1:9B917MIBO TT TTTTT T `-B-=B13?;9d-MIBORT U RT U RTRTU RT U `-B-=B13?E<A-HKe6fHKe6fHKe6fHKe6fHKe6fHKe6fHKe6fHKe6fHKe6f `-B-=B13?H>.77-K `-B-=B13?6fB-7YM:OT\TT\TT\TT\TT\TT\TT\TT\T T\T `-B-=B13?g2-2-M:OT\TT\TT\TT\TT\TT\TT\TT\T T\T `-B-=B13?`-K.<M:OT\TT\TT\TT\TT\TT\TT\TT\T T\T `-B-=B13R,1:9B917MIBOVPVPVP VP `-B-=B13R;9d-MIBOUUU U `-B-=B13RE<A-HKe6fHKe6fHKe6fHKe6f `-B-=B13RH>.77-K `-B-=B13R6fB-7YM:OT\TT\TT\T T\T E237E<A- ,-3LG*,-3LG*,-3L,-3LG*,-3L G* ,31B-=B-Y,>.:-: PQR U ,-3L9BB-Y,>.:-: P Q QR U hijkl
Attachment 7
907

!"#$%&'()

&%$ *+,-./0123
44567897--3: ;<7=>31??@-A13B ,.8-?C

4.7-5312A 6D46DE6D@ FD4 FDE FD@GD4GDEGD@;D4;DE;D@ H-B-=B13,>.:- CC IIIJJ K K ;L9B=>,>.:- +979M2MN79B9.OP:QKRSKRSKRSKRSKRSKRSKRSKRS KRS +979M2M;AO9BP:QTTRSTTRSTTRSTTRSTTRSJKRSJKRSJKRSJKRS E1B.O;AO9BP:Q TTRSTTRSTTRSTTRSTTRSUVRSUVRSUVRSUVRS E1B.O;AO9BPWQJXRCWJXRCWJXRCWJXRCWJXRCWVCRKWVCRKWVCRKWVCRKW +.Y9M2M53--7P:QJIRSJIRSJIRSJIRSJIRSUJRSUJRSUJRSUJRS Z-OO1LE9M-P:QCRSCRSCRSCRSCRSCRSCRSCRS CRS *OO[@-\E9M-P:Q?RS?RS?RS?RS?RS?RS?RS?RS ?RS 41:BE9M-*\]2:BP:QSRSSRSSRSSRSSRSSRS SRS E1B.O41:BE9M-P:QXRSXRSXRSXRSXRSXRS XRS 4-.\^4.8 4-.\[4.8_AB9M9`-a b->9=O-6YB-7:917P:QTRSTRSTRSTRSTRSTRSTRSTRS TRS @-=.OO+1\- G17-G17-G17-G17-G17-c[+.Yc[+.Yc[+.Yc[+.Y F.O/E9M-P:QVRSVRSVRSVRSVRSVRSVRSVRS VRS dO.:>H17BF.O/P:QJ?RSJ?RSJ?RSJ?RSJ?RS?CRS?CRS?CRS?CRS ,-\-:B39.7c.OO:Pe^>3Q XX XXXXX X X *=B6ff=B53--7P:Q?XRC?XRC?XRC?SCRK?SCRK?SCRK?SCRK *=B2.B-\8^c@.B91SR?JSR?JSR?JSRISSRISSRISSRIS g^=@.B91 SRXUSRJ?SRJT?RJXSRTVSRJVSRI? c17B31OH-O.< XIRXX?RC?TRVJSCRSTRJJRI VRC h2-2-H-O.< SRSSRSSRSSRSSRSSRS SRS E1B.OH-O.< XIRXX?RC?TRVJSCRSTRJJRI VRC 4_; 6H D d * * * *AA31.=>H-O.<XIRXJIRV?TRC VRT *AA31.=>4_; 6cD *
h2-2-4-78B>XSB>PfBQISJI SiICVI SJSS h2-2-4-78B>UXB>PfBQ?JUXCTXMe?KI?SVMVJIK N7B-37.O497/H9:BPfBQT?SXKX??STTS E237D.<4-78B>PfBQKXUX?SS D.:-c.A.=9B<PgA>QTTJJUITIJKCCSISJTSJICS ;B.3g.B917c.A@-\2=B7 S SSSS S S ;A9OOj.=/c.A@-\2=B7 S SSSS S JI ;B13.8-c.A@-\2=B7 S SSSS S S @-\2=-\g^=@.B91SRTCSR?JSR?C?RJXSRTVSRJVSRI? N7B-3:-=B917;2MM.3< *3-.E<A-k _B>-3 c<=O-4-78B>k?TS *=B2.B-\c<=O-4-78B>k?TS _ff:-BkIVPKVWQl@-f-3-7=-\B1A>.:-JkGDE4.7\Kk;DE4l;B.3B1f53--7 G.B23.Oc<=O-k?JS c17B31OE<A-k*=B2.B-\[c113\97.B-\ +.Y9M2Mg^=@.B91k?RJX N7B-3:-=B917;987.OH-O.<k??RXN7B-3:-=B9174_;kD N7B-3:-=B917c.A.=9B<mB9O9`.B917IVRUWNcm4-g-O1f;-3g9=-6 *7.O<:9:,-391\PM97Q?X ib1O2M--Y=--\:=.A.=9B<ln2-2-9:B>-13-B9=.OO<97f979B-R opqrs Attachment 7
908

!"#$%&'()

&%$ *+,-./0123
44567897--3: ;<7=>31??@-A13B ,.8-?C
D2-2-:>1E79:F.G9F2F.HB-3BE1=<=I-:J KLCB>A-3=-7B9I-M1I2F--G=--N:=.A.=9B<OP2-2-F.<Q-I178-3J D2-2-:>1E79:F.G9F2F.HB-3BE1=<=I-:J FR1I2F-H13LCB>A-3=-7B9I-P2-2-9:F-B-3-NQ<2A:B3-.F:987.IJ ;AI9B:.7N,>.:-:SCS0.3Q13TIMNU@.IA>V:WE<X6JR.II-<R9-EW3 YZ[\]
Attachment 7
909

!
"#$

%&'()*+,

, (' -./0123456
7789:;<:006= >?:@A64BBC0D46E /1;0BF
.4G0H0:E 9I79IJ9IC KI7 KIJ KICLI7LIJLIC>I7>IJ>IC 71:0M4:N<;561E<4:= J61NN<@O4P5H0QG0ARASTU VV TV VW BV XW UYBTFBWWFWVVTVTZ [5E560O4P5H0QG0ARASTU VV TV VW BV XW UYBTFBWWFWVVTVTZ \:<E<1P]Q]^S_G0A YYYYYYYYYY YY /0`aI<20-`bQ-cD^JSBdYYBdYYBdYYBdYYBdYYBdYYBdYY BdYY /162<:;I5=_-`bBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYY K462e4:0f:-DD641@AL4L4L4 L4 -`b>1E[P4g_G0ARARP:BUhYBUhYBUhYBUhYBUhYBUhYBUhYBUhYBUhYBUhYBUhYBUhY -`b[P4gC1E0_G0ARATU VV TV VW BV XW UYBTFBWWFWVVTVTZ /0123456[1@E46BdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYY /06@0:E301G?O0A_i VVVVVVVVVV VV M1D_G0ARA ZV WX XVBBFXVBWUBTXTVZFZhWVhVZhWFX -66<G0f:8600:YdYZYdYZYdYZYdYZYdYZYdYZYdUTYdUTYdUTYdUTYdUTYdUT >1E[P4g_G0ARAXZZTYXFYVUBBXZFBXUXBFVXBWhBBFWXVWXXFhh 86DO4P5H0QGS_G0ARABBV Y Y WX Y XWUYZFUXVFFWBBBFBBhX 86D>1E[P4gQ=S_G0ARARP:BFYF Y YBTYh YBXUXBFVBhYVBUTZWXVBhhhBUXF ]>06G0Q;c=S_=FdYYdYYdYYdYYdYTdBXFdZUdXUdXFdXWFdYWFdh M?@P0]MP016Q;c@S_=UdUYdYYdYVdUYdYTdBZWdFUdXUdXBTdZWFdYWFdh /64D\:71:0 YdTWYdWhYdFFBdYYBdYYYdYFBdYY YdYT 71:086DM1DQ@S_G0ARABhZ Y YBFU YBWUBTXVUThBXThWVhBTUFBXXV ORMC1E<4QjS YdFWYdYYYdYYYdVBYdYYYdWUYdXXYdWTYdWTYdBZYdhXYdhF -G1<PM1DQ@c1S_G0ARAWhU Y YWXZ YWTBBTXVUThBXThWVhBTUFBXXV 3M./P1E44:C1E<4BdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYY kD=E601H[<PE06Q\SBdYYYdYYYdYYBdYYYdYYBdYYBdYYBdYYBdYYBdYYBdYYBdYY k:<N46Hl0P1?Q`S_=RG0AXUdBYdYYdYXXdTYdYXFdBVXdFVdTVdTTdB TdhTdh \:@6l0P1?Q`VS_=RG0AWdFYdYYdYYdFYdYBdUBTdWYdWYdFBdW WdXWdX \:<E<1P]l0P1?Q`WS_=RG0AYdYYdYYdYYdYYdYYdYYdYYdYYdYYdY YdYYdY i<P0I1@2fN]QXYiS_G0ARP:WdUYdYYdYBdBYdYBdhVdFVdYVdWYdX ZdZBYdX k:=<;d.4G0H0:El0P1?_=RG0A 7:86Dl0P1?Q`S_=RG0AFBdFYdYYdYXFdYYdYXhdUWZdZVdUWdYXdX UdVUdV 7:86D7f> 9--9-9l--- -- -DD641@AO4P_G0ARABBVUUBXhTVWXT -DD641@Al0P1?_=RG0AFBdFXhdBTdh UdV -DD641@A7f> 99- - J<H06a-==<;:0`/A= VTFU /A=l561E<4:Q8mnmC@S_=BBWdhBFdWBBWdhBFdW MA1:;0/06<4`QnmC@S_=XdYXdYXdYXdY .1o8600:>0EE<:;Q8H1oS_=ZVdYVUdYZVdYVUdY .1o]MP016J<H0Q;c@m\BS_=ZXdFBYdUWUdhFdB 8600:9oEJ<H0QDc@S_=YdYYdXWZdBYdW \:E06=0@E<4:>5HH16? 3M.FEAME6Pl0P1?ZdT 3M.FEA7f> - pqrst
Attachment 7
910

!
" #$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&8<
-'0&.,*+: /=-/=>/=9 ?=- ?=> ?=9@=-@=>@=94=-4=>4=9 -'0&A*0B21+,';2*03 >,'BB26C*D+E&FG:7H8<8<I<JKJ8IKLII8M88MNOLJIJN8KNO8N P+;+,&C*D+E&FG:7H8<8<I<JKJ8IKLII8M88MNOLJIJN8KNO8N
QR&'DPD*SFG:7:DH8NMM8NMM8NMM8NMM8NMM8NMM8NMM8NMM8NMM8NMM8NMM8NMM 4;*,'1&-&01;7FB;H8JM8JKOMM MOMK MJMM 8IK 4;*,'1&-'0&3 8 88 88 MO 8 >':&,-&01;7FB;HIMIMIMIM
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`+&+&F3HMUMMUMMUMMUMMUMMUMMUMMUMMUM MUMMUM Y&;&6;*,8Y&D'5F3HMUMMUMMUMMUMMUMMUMMUMMUMMUM MUMMUM Y&;&6;*,O%*32;2*0FB;HNLNLNL NL Y&;&6;*,O42]&FB;HIII I Y&;&6;*,O>5:&AD^/_AD^/_AD^/_AD^/_ Y&;&6;*,OA7'00&D Y&;&6;*,O/_;&0RF3HMUMMUMMUM MUM >+,0>5:& %&,E@#%&,E%&,E@#:E^*G%,*;@#%,*; @#%&,E %,*;&6;&R%7'3&3 L V8KO 8 I %&,E2;;&R%7'3&3 L LV V I
abcde
Attachment 7
911

!
" #$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&8<
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`V69';2* ML8BMLECMLDBMLB<MLE8MLEEMLEDMLEEMLOEMLE_MLMD [*0;,*IA&I'5 BOL8EDLDELCENLMEML8NMLMONL8D<LDNCL_ OLBMLD a+&+&A&I'5 MLMMLMMLMMLMMLMMLMMLMMLMMLM MLNMLM >*;'IA&I'5 BOL8EDLDELCENLMEML8NMLMONL8D<LDNCL_ OL<MLD -W4 A/#//[/[ A ## #::,*'67A&I'5BCL_N_L<N8L<8CLO #::,*'67-W4 AA[ = a+&+&-&01;7CM;7J^;K8N8BB MBD8NBD<8<NNCODNM8O<M a+&+&-&01;7_C;7J^;KNN8_ODOO<8<CNNM8BNCNMN8MBE<GM H0;&,0'I-20(A23;J^;KBC<EBMCOBBE8 >+,0='5-&01;7J^;K8NM8NCDMMDMCNMM 8EC ='3&[':'62;5J`:7K8_CBBBBBO8<MBBBO8M8_D8OND<BCDN8N8MCD 4;',`';2*0[':9&T+6;0 M M M M M M M M MDBMM 4:2IIb'6([':9&T+6;0 MMMMMMMM M 4;*,'1&[':9&T+6;0 MMMMMMMM M 9&T+6&T`V69';2*MLM_MLBMML8EMLD_MLNOMLEEMLCNMLEEMLOEMLOOMLMD H0;&,3&6;2*04+GG',5 #,&'>5:&c W;7&, [56I&-&01;7c8NM #6;+';&T[56I&-&01;7c8NM W^^3&;c88CJ<<PKd9&^&,&06&T;*:7'3&Dc@=>'0TEc4=>d4;',;*^.,&&0 @';+,'I[56I&c_M [*0;,*I>5:&c#6;+';&TS[**,T20';&T $'Q2G+G`V69';2*cMLOE H0;&,3&6;2*04210'IA&I'5cDCLOH0;&,3&6;2*0-W4c[ H0;&,3&6;2*0[':'62;5e;2I2X';2*0<MLOPH[e-&`&I*^4&,`26&A #0'I5323%&,2*TJG20K8C GZ*I+G&^*,_C;7:&,6&0;2I&f+&+&23G&;&,&Tb5+:3;,&'G3210'IL ghijk Attachment 7
912

!
" #$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&8<
4:=2;3'0>%7'3&3?@?)',A*,B=C>DB&,(&=&5#C&
EFGHI
Attachment 7
913

!
"#$
" %&'()*+,-.
//012342((.5 67289.,::;(<,.= ')3(>?
&,@(A(2= 1B/1BC1B; DB/ DBC DB;EB/EBCEB;6B/6BC6B; /)2(F,2G43-.)=4,25 C.)GG48H,I-A(J@(9K9L:M:MNMOPO:NPQNN:?::?R>QONOR:PR>:R S-=-.(H,I-A(J@(9K9L:M:MNMOPO:NPQNN:?::?R>QONOR:PR>:R
T24=4)IUJUVLW@(9 ?????????? ?? '(XYB4*(%XZJ%[<VCL:\??:\??:\??:\??:\??:\??:\?? :\?? ').*423B-5W%XZ:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\?? D,.*],2(^2%<<.,)89E,E,E, E, %XZ6)=SI,_W@(9K9KI2:`M?:`M?:`M?:`M?:`M?:`M?:`M?:`M?:`M?:`M?:`M?:`M? %XZSI,_;)=(W@(9K9:M:MNMOPO:NPQNN:?::?R>QONOR:PR>:R '()*+,-.S)8=,.:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\?? '(.8(2=+()@7H(9Wa >>>>>>>>>> >> F)<W@(9K9 :PPO?Q>P`:QMO?QMN`:>P:ORQPP:::>>OQQ:?QP %..4@(^20.((2?\:N?\:N?\:N?\:N?\:N?\:N?\?M?\Q??\Q??\O>?\NN?\NN 6)=SI,_W@(9K9:>>::`M?:P`P:>?R:`M?:P`P:M`:OQ`P:OMOQPNOPPQ:P`P 0.<H,I-A(J@LW@(9K9:M:MNMOPO:NPQNN:?:PPMPM`NOR:PR>:R

0.<6)=SI,_J5LW@(9K9KI2:>>::`M?:P`P:>?R:`M?:P`P:M`::MMM:`QN:M>`:MMM:P`P U6(.@(J3[5LW5:\M::\OP\OP\P:?\P?\?M\OOP\NOP\N>?\?OP\R?\P F78I(UFI().J3[8LW5:>\>::\OP\O:N\`:?\P?\?M\OOP\NOP\N>?\?OP\R?\P '.,<T2/)2( :\??:\??:\??:\??:\???\?M:\?? :\?? /)2(0.<F)<J8LW@(9K9:PPO?Q>P`:QMO?QMN`:>PM::MO`:::>>OQQ:?QP HKF;)=4,JbL ?\::?\P`?\>`?\ON?\PQ?\N:?\`:?\M`?\M`?\PM?\N`?\?> %@)4IF)<J8[)LW@(9K9>Q`QQNOM`>O`QQN```:R>M::MO`:::>>OQQ:?QP +F&'I)=,,2;)=4,:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\?? c<5=.()AS4I=(.JTL:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\??:\?? c24G,.Ad(I)7JXLW5K@(9PP\NP?\OQM\`P`\:P?\?>Q\PPR\NOQ\:OQ\:ON\M:O\MM\N T28.d(I)7JX>LW5K@(9?\O:\M?\N:\P:\P?\R:O\N`\Q`\:?\M :\N?\? T24=4)IUd(I)7JXOLW5K@(9?\??\??\??\??\??\??\??\??\??\? ?\??\? a4I(B)8*^GUJP?aLW@(9KI2?\PP\Q>\::\MP\?:?\QO\M:N\M:M\O`\P:O\`?\> c2543\&,@(A(2=d(I)7W5K@(9 /20.<d(I)7JXLW5K@(9PP\RP>\?Q`\QPR\PP:\P>P\QMO\>Q>\PQ>\>OM\Q:P\OM\M /20.</^6 1dd1dF1ddd B% %<<.,)89H,IW@(9K9>NNN`Q:>ON>>P? %<<.,)89d(I)7W5K@(9P:\OOQ\OQQ\R>:\P %<<.,)89/^6 dFd F C4A(.Y%55432(X'95 :> QPN ` '95d-.)=4,2J0efe;8LW5QN\`PM\?>N\>:O\:R?\M>N\> F9)23('(.4,XJfe;8LW5P\?P\?P\?Q\?P\?P\? &)g0.((26(==423J0A)gLW5O>\?P>\?O:\?:Q\?M:\?O:\? &)gUFI().C4A(J3[8eT:LW5>>\?OM\N:Q\>R\OOM\R:`\` 0.((21g=C4A(J<[8LW5:\`N\O:\:?\::N\>>\O T2=(.5(8=4,26-AA).7 +F&N=9F=.Id(I)7O:\` +F&N=9/^6 F hijjk
Attachment 7
914

!"
# $%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&8
-'0&.,*+: /<-/<=/<9 ><- ><= ><9?<-?<=?<94<-4<=4<9 -'0&@*0A21+,';2*03 =,'AA26B*C+D&EF:7GHIH88JK8H88LJ8MKNHHN8JN8OLKPPJHIJJIJHNP Q+;+,&B*C+D&EF:7GHIH88JK8H88LJ8MKNHHN8JN8OLKPPJHIJJIJHNP RS&'CQC*TEF:7:CG8JMM8JMM8JMM8JMM8JMM8JMM8JMM8JMM8JMM8JMM8JMM8JMM 4;*,'1&-&01;7EA;GHPO M8JH8KOPHM8OMPIO M 4;*,'1&-'0&3 8 MP 8P 8P =':&,-&01;7EA;GLMLMLMLM
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
Y&;&6;*,=&D:C';&-&A;=7,+-&A;=7,+9217;-&A;=7,+9217;-&A;=7,+ -&'S201Y&;&6;*,EA;GPM8MMPM8MMPMPM8MMPMPM8MM =,'2C201Y&;&6;*,EA;G MM MMMMMMM M Y&;&6;*,8$*32;2*0EA;G MM MMMMMMM Y&;&6;*,842^&EA;GPM L PM L PMPM LPMPM L Y&;&6;*,8=5:&@C_/`@C_/`@C_/`@C_/`@C_/`@C_/`@C_/`@C_/`@C_/`@C_/` Y&;&6;*,8@7'00&C Y&;&6;*,8/`;&0SE3GMVMMVMMVMMVMMVMMVMMVMMVMMVM MVM Y&;&6;*,8a+&+&E3GMVMMVMMVMMVMMVMMVMMVMMVMMVM MVM Y&;&6;*,8Y&C'5E3GMVMMVMMVMMVMMVMMVMMVMMVMMVM MVM Y&;&6;*,P$*32;2*0EA;GJKJKJK JK Y&;&6;*,P42^&EA;GLLL L Y&;&6;*,P=5:&@C_/`@C_/`@C_/`@C_/` Y&;&6;*,P@7'00&C Y&;&6;*,P/`;&0SE3GMVMMVMMVM MVM =+,0=5:& $,*;?Z$,*;?Z$&,D$,*;?Z$&,D$,*; ?Z $,*;&6;&S$7'3&3 IK HN OP 8 L $&,D2;;&S$7'3&3N P
bcddd
Attachment 7
915

!"
# $%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<
-'0&.,*+: /=-/=>/=9 ?=- ?=> ?=9@=-@=>@=94=-4=>4=9 A&;&6;*,$7'3& BC DEEF<<8 G 4H2;67$7'3& %202I+IJ02;2'KL3MGNOGNOGNOGNOGNOGNOGNOGNOGNO GNO %202I+I4:K2;L3M8ONOCDNO8ONOCDNOCDNO8ONOCDNOCDNO8ONODGNO >*;'K4:K2;L3M <BNOFFNO8FNOCDNOCDNO8CNOCFNOCFNO8FNOCGNO >*;'K4:K2;LPM<ONEPC<NDP88NFPDDN8PDDN8P8ONEPDCNGPDCNGP88NFPDFNCP %'Q2I+I.,&&0L3M<DNOFONO88NODENODENO8ONOCONOCONO88NOC8NO R&KK*H>2I&L3MDNOCNODNOCNOCNODNOCNOCNODNO CNO SKKT9&U>2I&L3M8NO8NO8NO8NO8NO8NO8NO8NO8NO 8NO -*3;>2I&SUV+3;L3MONOONOONOONOONOONOONOONOONO ONO >*;'K-*3;>2I&L3MCNOFNOCNOFNOFNOCNOFNOFNOCNO FNO -&'UW-'1 -'1-&'U-'1-&'U-&'U-'1-'1-'1-&'U-&'U -&'UT-'1X:;2I2Y&ZR&3R&3R&3R&3R&3R&3R&3R&3R&3R&3 [&726K&/Q;&032*0L3MDNODNODNODNODNODNODNODNODNO DNO 9&6'KK%*U& @*0&@*0&@*0&@*0&@*0&@*0&\T%'Q\T%'Q@*0&\T%'Q ?'K(>2I&L3MBNOBNOBNOBNOBNO BNO ]K'37A*0;?'K(L3MD8NOD8NOD8NOD8NOD8NO<CNO $&U&3;,2'0\'KK3L^W7,M F FF FF F S6;/__6;.,&&0L3M<FNFCDNE8BN<DFNFDFNF8ONOCONOCONO88NOC8NO S6;+';&U1W\9';2*ON<OONDCON8DON<BON<BONOEOND8OND8ONOEOND< `W69';2* 8NOBONBEONDBONBFONFEONBF8NOOONCO8ND8ONEG \*0;,*KA&K'5 88aN<C8NFFFNaCGNa8aN8F<NGCFN8DNB<OGNDCFNG b+&+&A&K'5 ONOONOONOONOONOONOONOONOONO ONO >*;'KA&K'5 88aN<C8NFFFNaCGNa8aN8F<NGCFN8DNB<OGNDCFNG -X4 ]A /A=AAS] A S::,*'67A&K'5FENGC8NaC8N8EONG S::,*'67-X4 /AA ]
b+&+&-&01;7FO;7L_;McDGaDG8GE<a8aOEEcFOO 8c<8ODBD b+&+&-&01;7aF;7L_;M^FBBDEa88ODC88EaI^8DFI^FaDIa^D8DCDG J0;&,0'K-20(A23;L_;MaGDaO8BFDECG >+,0='5-&01;7L_;MD<F8aD8CF<DO8FO<BF ='3&\':'62;5L`:7MDCB8aDBCFD8CEGGOE<GC8FGCFBC<aO8FaO 4;',`';2*0\':9&U+6;0 OO OOOOOOO O 4:2KKd'6(\':9&U+6;0 OO OOOOOOO 4;*,'1&\':9&U+6;0 OO OOOOOOO 9&U+6&U`W69';2*8NOBONGEONDBONB8ONFGONBF8NOOONCO8ND8ONEG J0;&,3&6;2*04+II',5 S,&'>5:&e X;7&, \56K&-&01;7e8DO S6;+';&U\56K&-&01;7e8DO X__3&;eEFLGFPMf9&_&,&06&U;*:7'3&<e@=>'0UGe4=>f4;',;*_.,&&0 @';+,'K\56K&e8<O \*0;,*K>5:&eS6;+';&UT\**,U20';&U %'Q2I+I`W69';2*e8ND8 J0;&,3&6;2*04210'KA&K'5eFFNCJ0;&,3&6;2*0-X4e/ J0;&,3&6;2*0\':'62;5g;2K2Y';2*0aGNaPJ\g-&`&K*_4&,`26&] S0'K5323$&,2*ULI20M8F c[*K+I&&Q6&&U36':'62;5fh+&+&23;7&*,&;26'KK520_202;&N ijkkl Attachment 7
916

!"
# $%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<
=+&+&37*>023?'@2?+?'A;&,;>*656B&3C DEF;7:&,6&0;2B&G*B+?&&@6&&H36':'62;5IJ+&+&?'5K&B*01&,C =+&+&37*>023?'@2?+?'A;&,;>*656B&3C ?L*B+?&A*,EF;7:&,6&0;2B&J+&+&23?&;&,&HK5+:3;,&'?3210'BC 4:B2;3'0H$7'3&3M8M)',K*,NBGHON'3;'067+,59H PQRRS
Attachment 7
917

!

"#

$ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=
&+>'?'1< [email protected]@A0@: B@. B@A B@:[email protected]@AC@:[email protected]@A5@: .(1'D+1E32,-(<3+14 A-(EE37F+G,?'H>'8I8JKLK99M=9K99NM9O=PKKP9MP9QN=RRMKLMMLMKPR S,<,-'F+G,?'H>'8I8JKLK99M=9K99NM9O=PKKP9MP9QN=RRMKLMMLMKPR T13<3(GUHUVJW>'8 OOOOOOOOOO OO %'XY@3)'ZX[HZ\;VAJ9]OO9]OO9]OO9]OO9]OO9]OO9]OO 9]OO %(-)312@,4WZX[9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO B+-)^+1'_1Z;;-+(78C+C+C+ C+ ZX[5(<SG+`W>'8I8IG19PLO9PLO9PLO9PLO9PLO9PLO9PLO9PLO9PLO9PLO9PLO9PLO ZX[SG+`:(<'W>'8I8KLK99M=9K99NM9O=PKKP9MP9QN=RRMKLMMLMKPR %'()*+,-S(7<+-9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO9]OO %'-7'1<*'(>6F'8Wa RRRRRRRRRR RR D(;W>'8I8 K9Q9=N=9N9=O=9RM==ORKLK9LNMQ=MRMR99KM=== Z--3>'_1/-''1O]9PO]K9O]K9O]9RO]RQO]RQO]RRO]NMO]NMO]OPO]KRO]KR 5(<SG+`W>'8I89LP9=NLOQ9RK=QNQ9ON9QPQK=QNQ9ON9QPQK=QNKN9R9=OM /-;F+G,?'H>JW>'8I8KLKPLO=QQ9NM9O=PKKP9MP9QN=RRMKLMMRK=KP /-;5(<SG+`H4JW>'8I8IG19LP99LOR9LLP9LRP9LOR9QPQ9LRP9LOR9QPQ9LRP9LOR9N9L U5'->'H2\4JW4RK]OKO]NKO]LQ]MRQ]9RO]MN]NK9]NQ]P99]OKK]9KK]9 D67G'UDG'(-H2\7JW4RK]OKO]NKO]LQ]MRQ]9RO]MN]NK9]NQ]P99]OKK]9KK]9 %-+;T1.(1' 9]OOO]RM9]OO9]OO9]OO9]OO9]OO O]PL .(1'/-;D(;H7JW>'8I8K9Q9ONLQQP=O=9RM==ORKLK9LNMQ=MRMR9OL=Q9O FID:(<3+HbJ 9]9PO]PRO]PRO]=RO]P9O]P=O]QKO]PPO]=R9]KOO]PNO]PN Z>(3GD(;H7\(JW>'8I8K9Q9KOMNP==O=9=MK=NKKLK9LNMQ=MRMR9OL=Q9O *D&%G(<++1:(<3+9]OO9]OO9]OO9]OO9]OO9]OOR]OOR]OOR]OO9]OO9]OO9]OO c;4<-'(?S3G<'-HTJ9]OO9]OO9]OO9]OO9]OO9]OOO]LOO]LOO]LO9]OO9]OO9]OO c13E+-?d'G(6HXJW4I>'8QK]Q=9]9=9]RQK]K=Q]NRM]O=P]O9L]ML]KQM]Q=9]P=9]P T17-d'G(6HXRJW4I>'899O]RK]=N]KO]LK]O99]L9]OQ]O9]N9QN]R M]O9L]O T13<3(GUd'G(6HXKJW4I>'8O]OO]OO]OO]OO]OO]OO]OO]OO]OO]O O]OO]O a3G'@(7)_EUHQOaJW>'8IG19M]L9K]O9=]9R]N9O]LM]9R]LN]QR]Q99]O9=]N9Q]O c1432]&+>'?'1<d'G(6W4I>'8 .1/-;d'G(6HXJW4I>'89NK]L==]Q=L]QQ=]O=P]N=O]P=M]ORR]PP]MR9Q]LQO]PQP]P .1/-;._5 SddddddDZS d0 Z;;-+(78F+GW>'8I89NMP9QQQ9MM99L=O Z;;-+(78d'G(6W4I>'8L9]Q=L]QRK]PPP]L Z;;-+(78._5 0dD S A3?'-YZ44321'X%84 9RK=QNLP %84d,-(<3+1H/efe:7JW49Q]OQO]O9M]R=Q]P9M]O=N]ORL]OKP]O D8(12'%'-3+XHfe:7JW4=]OQ]O=]OQ]OQ]OgQ=]OQ]O &(h/-''15'<<312H/?(hJW499]O=O]O99]OQO]O9O]Og=9RK]OKP]O &(hUDG'(-A3?'H2\7eT9JW49K]OKK]NL]MKR]LP]NKQ]9RQ]ORL]9 /-''10h<A3?'H;\7JW4O]O=]MO]9P]9O]9K]PO]OQ]M T1<'-4'7<3+15,??(-6 *D&N<8D<-Gd'G(6QN]M *D&N<8._5 0 C+<'4 g*D&N<87+?;,<(<3+1(G'1231'-'i,3-'4'i,(G7G'(-(17'<3?'4E+-<8';8(4'47-+44312<8'V(--3'-] jkllm Attachment 7
918

!"!#$%&'()
**+,-./-##)0 12-34)'556#7')8 !$.#9
*$-#+)'(7 ,:*,:;,:6 <:* <:; <:6=:*=:;=:61:*1:;1:6 *$-#>'-?/.()$8/'-0 ;)$??/3@'A(B#CD74E5F9FG5GHIJKKGL99L59JH9J55H5LFLH9 M(8()#@'A(B#CD74E5F9FG5GHIJKKGL99L59JH9J55H5LFLH9
NO#$AMA'PCD747AE5HLL5HLL5HLL5HLL5HLL5HLL5HLL5HLL5HLL5HLL5HLL5HLL 18')$.#*#-.84C?8E99Q9 L L5I9 LFGL L 18')$.#*$-#0 5 55 L5 L5 ;$7#)*#-.84C?8EJLJLJLJL
*$-#R8/ASM$38')5SLL5SLL5SLL5SLL5SLL5SLL5SLLLSH5LSH55SLLLSH5LSH5 M)8 LSQ9LLSQJHLSHH9LSHQI MA8!)'8#38#O LSH9LLSH9LLSH9LLSH9L 1$8OSMA'PC7)'8E5IIL5QJG59QG5IIL5J5H L5IIL9LJL L5IIL9L5HL MA8!#)B/88#O LS5H9LSIKFLSH9LLSH9L 1$8OSMA'PC7#)BEGJG5QJG59QG5GQF5J5H L5IIL9LJL L5IIL9L5HL 6/.48;()-'-6#OT#0T#0T#0 T#0 1$8OSMA'PC6;U6EJGF9G9 5J */-%17##OCB74EGLGL9L K9 */-%V/08$-3#C?8EQ5GIL9GH9QQGG ;)$D#A;/B#C0E5QS95JSL9KSL5FSJ !#$%&'()M$38')5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL WOXSMA'PCD74E5F9FG5GHIJKKGL99L59JH9J55H5LFLH9 14$)#O*$-#;)$??/3CYE *$-#+)'(7MA'PCD74E5F9FG5GHIJGKH L9L5JF9 L55H5559L ,-8#):A'3%#ON-8#)0#38/'-=' =' =' =' =' =' =' =' =' =' ='=' *$-#WA/.-B#-8*#?8*#?86/.48*#?8*#?86/.48*#?8*#?86/.48*#?8*#?86/.48 "#O/$-</O84C?8E5F5FFK FK */-%U??0#8C?8E LLL L >)'00P$A%</O84C?8E5J5J5J 5J ;P'P$2*#?8;()-*$-# &#$OP$2M$38')5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL5SLL ;()-/-.17##OCB74E59 H59 H59 H59 H =(BZ#)'?V#8#38')0 5F55F 5F 5 F
V#8#38');#B7A$8#*#?8;4)(6/.48*#?8;4)(*#?8;4)(*#?8;4)( *#$O/-.V#8#38')C?8EFL5LLFLFL5LLFL5LLFL5LL ;)$/A/-.V#8#38')C?8E LLLLL LL L L V#8#38')5!'0/8/'-C?8E LLLLL LL L V#8#38')51/[#C?8EFL JFLFL J FL J FL J V#8#38')5;27#>A\,]>A\,]>A\,]>A\,]>A\,]>A\,]>A\,]>A\,]>A\,] V#8#38')5>4$--#A V#8#38')5,]8#-OC0ELSLLSLLSLLSLLSLLSLLSLLSL LSL V#8#38')5^(#(#C0ELSLLSLLSLLSLLSLLSLLSLLSL LSL V#8#38')5V#A$2C0ELSLLSLLSLLSLLSLLSLLSLLSL LSL V#8#38')F!'0/8/'-C?8EHKHKHK HK V#8#38')F1/[#C?8EJJJ J V#8#38')F;27#>A\,]>A\,]>A\,]>A\,] V#8#38')F>4$--#A V#8#38')F,]8#-OC0ELSLLSLLSL LSL ;()-;27# !#)B=W7B\'D!#)B=W!)'8=W!)'8 =W !)'8#38#O!4$0#0 K9 Q 9F 5 J !#)B/88#O!4$0#0 K KQ_`aab
Attachment 7
919

!"!#$%&'()
**+,-./-##)0 12-34)'556#7')8 !$.#9
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
_(#(#*#-.84@J84G]8H`5?95@ ?? @K 9L??@K5J9 9O _(#(#*#-.84O@84G]8H\B??K? LA A?5?LD9KABD5K?55B E-8#)-$F*/-%>/08G]8HLKK9B@KALAL@K ;()-:$2*#-.84G]8H@@A@5L@BKJ :$0#Z$7$3/82G^74H5B@9??@LO?LALB@5KJBL?KB5LKJJ9 18$)^$8/'-Z$76#S(38- JJJJJ JJ J J 17/FFa$3%Z$76#S(38- JJJJJ JJ J 18')$.#Z$76#S(38- JJJJJ JJ J 6#S(3#S^U36$8/'5IJJJIJ?JIB?JI59JI?AJIKAJI@OJI@@JIKL E-8#)0#38/'-1(DD$)2 Q)#$;27#b V84#) Z23F#*#-.84b5KJ Q38($8#SZ23F#*#-.84b5KJ V]]0#8bA5G9BMHc6#]#)#-3#S8'74$0#Bb=:;$-S9b1:;c18$)8']+)##- =$8()$FZ23F#bAJ Z'-8)'F;27#bQ38($8#SRZ'')S/-$8#S "$N/D(D^U36$8/'b5I@B E-8#)0#38/'-1/.-$F>#F$2bB5IOE-8#)0#38/'-*V1bZ E-8#)0#38/'-Z$7$3/82d8/F/W$8/'-ABI5MEZd*#^#F']1#)^/3#, Q-$F20/0!#)/'SGD/-H5@ `Y'F(D##N3##S03$7$3/82ce(#(#/084#')#8/3$FF2/-]/-/8#I fghhi Attachment 7
920

!"!#$%&'()
**+,-./-##)0 12-34)'556#7')8 !$.#9
:(#(#04';-/0<$=/<(<$>8#)8;'323?#0@ ABC847#)3#-8/?#D'?(<##=3##E03$7$3/82FG(#(#<$2H#?'-.#)@ :(#(#04';-/0<$=/<(<$>8#)8;'323?#0@ <I'?(<#>')BC847#)3#-8/?#G(#(#/0<#8#)#EH2(708)#$<0/.-$?@ 17?/80$-E!4$0#0JKJ&$)H')L?DEMI$?#-3/$"#0$ NOPPQ
Attachment 7
921

!"#

$%$&'()*+,
--./0120&&,3 45067,*889&:*,; $'1&<
%*=&>&0; /?-/?@/?9 A?- A?@ A?9B?-B?@B?94?-4?@4?9 -'0&C*0D21+,';2*03 @,'DD26E*F+>&G=&7H7I8JKJL8LMNOPPLQKKQ8KOMKO88M8QJQMK R+;+,&E*F+>&G=&7H7I8JKJL8LMNOPPLQKKQ8KOMKO88M8QJQMK
S02;2'FTGTUIV=&7 QQQQQQQQQQ QQ $&WX?2(&YWZGY[:U@I8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ 8\QQ $',(201?+3VYWZ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ A*,(]*0&^0Y::,*'67B*B*B* B* YWZ4';RF*_V=&7H7HF08<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ8<NQ YWZRF*_9';&V=&7H78JKJL8LMNOPPLQKKQ8KOMKO88M8QJQMK $&'()*+,R'6;*,8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ $&,6&0;)&'=5E&7V`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aI Q\OPQ\QPQ\JPQ\8NQ\QQQ\ONQ\NLQ\NLQ\NLQ\P<Q\PQQ\P8 Y='2FC':G6['IV=&7H7JJQOPNO8QPOM QKKM8JL8PPQNN<JPO8<QKMKQ )C%$F';**09';2*8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQ8\QQJ\QQJ\QQJ\QQ b:3;,&'>R2F;&,GSI8\QQ8\QQ8\QQ8\QQQ\QQ8\QQQ\NNQ\NNQ\NNQ\KQQ\KQQ\KQ b02D*,>c&F'5GWIV3H=&7KK\8LQ\8JM\QLJ\KQ\QLN\MO8\<L8\PL8\PPL\J Q\QQ\Q S06,c&F'5GWJIV3H=&7K\QQ\QQ\JQ\JQ\QJ\<8Q\NJ\OP\NQ\N Q\LQ\O S02;2'FTc&F'5GWLIV3H=&7Q\QQ\QQ\QQ\QQ\QQ\QQ\QQ\QQ\QQ\Q Q\QQ\Q `2F&?'6(^DTGKQ`IV=&7HF0P\LQ\KL\88\<Q\Q8Q\Q8\<8L\K8K\8L\Q Q\8Q\J b0321\%*=&>&0;c&F'5V3H=&7 -0.,:c&F'5GWIV3H=&7OQ\QLQ\8JM\JLJ\NQ\QPQ\NNJ\KLL\MLO\8PL\M Q\LQ\O -0.,:-^4 /CCCYc/Ccc YY Y::,*'67E*FV=&7H7J<NPJK8ONK8JLP Y::,*'67c&F'5V3H=&7PJ\NLM\LLK\< P\O Y::,*'67-^4 ccc Y @2>&,XY33210&W$73 8J PKO < $73c+,';2*0G.ded96IV3JL\QOQ\QPN\QM\QNL\MPN\Q C7'01&$&,2*WGed96IV3K\QfKK\QP\QK\QK\Q %'g.,&&04&;;201G.>'gIV38O\QfKKPK\QM\QOJ\QPK\Q %'gTCF&',@2>&G1[6dS8IV3M\LLK\NP8\NK\OJ\QJO\J .,&&0/g;@2>&G:[6IV3Q\88Q\8Q\PQ\Q<\OJ\K S0;&,3&6;2*04+>>',5 )C%O;7C;,Fc&F'5JO\8 )C%O;7-^4 C B*;&3 f)C%O;76*>:+;';2*0'F&0120&,&h+2,&3&h+'F6F&','06&;2>&3D*,;7&:7'3&36,*33201;7&U',,2&,\ ijkkl Attachment 7
922

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%;
,&/%-+)*9 .<,.<=.<8 ><, ><= ><8?<,?<=?<83<,3<=3<8 ,&/%@)/A10*+&:1)/2 =+&AA15B)C*D%EF96GHI7J;KHLIJ;J77J ;7MMJJII7NK77L7LN O*:*+%B)C*D%EF96GHI7J;KHLIJ;J77J ;7MMJJII7NK77L7LN
PQ%&COC)REF969CG7;NN7;NN7;NN7;NN7;NN7;NN7;NN7;NN7;NN7;NN7;NN7;NN 3:)+&0%,%/0:6EA:GIL N N N;L N7LN N 3:)+&0%,&/%2 7 77 77 77 =&9%+,%/0:6EA:GHNHNHNHN
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
X%:%5:)+=%D9C&:%,%A:=6+*8106:,%A:=6+*8106:,%A:=6+*8106:,%A:=6+* ,%&Q1/0X%:%5:)+EA:GKN7NNKNKN7NNKNKN7NNKNKN7NN =+&1C1/0X%:%5:)+EA:G NNNNNNNNNN N X%:%5:)+7#)21:1)/EA:G NNNNNNNNNN X%:%5:)+731]%EA:GKN HKNKN HKNKN HKNKN H X%:%5:)+7=49%@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._ X%:%5:)+7@6&//%C X%:%5:)+7._:%/QE2GNTNNTNNTNNTNNTNNTNNTNNTNNTNNTN NTN X%:%5:)+7`*%*%E2GNTNNTNNTNNTNNTNNTNNTNNTNNTNNTN NTN X%:%5:)+7X%C&4E2GNTNNTNNTNNTNNTNNTNNTNNTNNTNNTN NTN X%:%5:)+K#)21:1)/EA:G;M;M;M ;M X%:%5:)+K31]%EA:GHHH H X%:%5:)+K=49%@C^._@C^._@C^._@C^._ X%:%5:)+K@6&//%C X%:%5:)+K._:%/QE2GNTNNTNNTN NTN =*+/=49% 39C1:?Y#%+D39C1:?Y#%+D#+):?YO+%%#+): ?Y #+):%5:%Q#6&2%2 MM II LK 7 H #%+D1::%Q#6&2%2 M IO+%% abccd
Attachment 7
923

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
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`W58&:1) ;LME;LN;;L;N;LN;;LN;;LDC;L77;LEM;LC;;LB;;LAA \)/:+)I@%I&4 CNLBNNL;;LEPELDPCLDCLNC;LB7NL77LM77;LC7;LP a*%*%@%I&4 ;L;;L;;L;;L;;L;;L;;L;;L;;L;;L; ;L; =):&I@%I&4 CNLBNNL;;LEPELDPCLDCLNC;LB7NL77LM77;LC7;LP ,X3 .]S..S@<S] < S99+)&56@%I&4PNLBECLC7ML;7BLC S99+)&56,X3 ..< <
a*%*%,%/0:6C;:6J_:KCA7C7 ;DBNDND ; BMEM ;BM7CA a*%*%,%/0:6NC:6J_:K7;M^DN; ;^AE;^AEMMBG7DDBB ;^7BM BD H/:%+/&I,1/'@12:J_:KPN7NCND;;MBPB =*+/<&4,%/0:6J_:KBCNC7C; <&2%\&9&51:4J`96K7N;D;;DN;A;;A;PAPNB7DDBB7CBM7DPDP7N 3:&+`&:1)/\&98%U*5:/ ;;;;;;;;;; ; 391IIb&5'\&98%U*5:/ ;;;;;;;;;; 3:)+&0%\&98%U*5:/ ;;;;;;;;;; 8%U*5%U`W58&:1);LME;LN;;L;N;LBC;LBC;LDA;L77;LEM;LC;;LB;;LAA H/:%+2%5:1)/3*GG&+4 S+%&=49%c X:6%+ \45I%,%/0:6c7M; S5:*&:%U\45I%,%/0:6c7M; X__2%:c7EJ7DOKd8%_%+%/5%U:)96&2%Dc?<=&/UEc3<=d3:&+:)_-+%%/ ?&:*+&I\45I%cN; \)/:+)I=49%cS5:*&:%UT\))+U1/&:%U $&Q1G*G`W58&:1)c;LN; H/:%+2%5:1)/310/&I@%I&4cDPLEH/:%+2%5:1)/,X3c\ H/:%+2%5:1)/\&9&51:4e:1I1Y&:1)/PPLPOH\e,%`%I)_3%+`15%@ S/&I4212#%+1)UJG1/K7C ^NC:69%+5%/:1I%`)I*G%%Q5%%U25&9&51:4df*%*%G&4b%I)/0%+Lghijk Attachment 7
924

!"
#$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%77
;*%*%26)</12=&>1=*=&?:%+:<)545@%2A =B)@*=%?)+CD:69%+5%/:1@%E*%*%12=%:%+%FG4*92:+%&=210/&@A 39@1:2&/F#6&2%2HIH(&+G)+J@KFLB&@@%4B1%<MJ+%&J@KF NOPQP
Attachment 7
925

!

"#$

$ %&

" '(')*+,-./
00123453))/6 7839:/-;;<)=-/> '*4);?
(-@)A)3> 2B02BC2B< DB0 DBC DB<EB0EBCEB<7B07BC7B< 0*3)F-3G54./*>5-36 C/*GG59H-I.A)J@):K:LMN;OP?MQNOPO;;O P;RROONN;S?;;Q;QS T.>./)H-I.A)J@):K:LMN;OP?MQNOPO;;O P;RROONN;S?;;Q;QS
U35>5*IVJVWLX@): SSSSSSSSSS SS ')YZB5+)[Y\J[]=WCL;^SS;^SS;^SS;^SS;^SS;^SS;^SS ;^SS '*/+534B.6X[Y\;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS D-/+_-3)`3[==/-*9:E-E-E- E- [Y\7*>TI-aX@):K:KI3;NOS;NOS;NOS;NOS;NOS;NOS;NOS;NOS;NOS;NOS;NOS;NOS [Y\TI-a<*>)X@):K:MN;OP?MMQM S S P;RRO S;S?;;Q;QS ')*+,-./T*9>-/;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS ')/9)3>,)*@8H):Xb ?????????? ?? F*=X@):K: ;P??S;;O;OcSS ;?N?R;S;?c?c;M;S; [//5@)`31/))3S^;;S^;;S^;;S^?SS^SSS^SSS^SOS^ROS^SSS^SOS^RMS^RM 7*>TI-aX@):K:;ON;;NOS;QNQcQMc S;QNQ;ON;Q;SM;QNQ;ON;QS;O?;N 1/=H-I.A)J@LX@):K:MN;OP?MMQM S S P;RRO S;S?ON;R?S 1/=7*>TI-aJ6LX@):K:KI3;ON;;NOS;QNQ;ON; S;QNQ;ON;;OS?;QNQ;ON;;OS?;Nc; V7)/@)J4]6LX6R^M;?^c;^P?c^cS^SS^SS^M?O^;S^SO^c?S^N?S^P F89I)VFI)*/J4]9LX6R^M;?^c;^P?c^cS^SS^SS^M?O^;S^SO^c?S^N?S^P '/-=U30*3) ;^SS;^SS;^SS;^SS;^SS;^SS;^SS S^;? 0*3)1/=F*=J9LX@):K:;P??S;;O;OcSS ;?N?R;S;?c;QO;NRQ HKF<*>5-JdL S^cQS^NPS^;QS^PSS^SSS^SOS^MSS^NcS^QSS^QS [@*5IF*=J9]*LX@):K:;P??S;;O;NQSS ;?N?R;S;?c;QO;NRQ ,F('I*>--3<*>5-;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS;^SS e=6>/)*AT5I>)/JUL;^SS;^SS;^SS;^SSS^SSS^SS;^SS;^SSS^SSS^PQS^PQS^PQ e35G-/Af)I*8JYLX6K@):Qc^NQO^?Q?^MQS^RS^SS^SQM^c?Q^cS^SQP^O?R^Q?R^Q U39/f)I*8JY?LX6K@):;^;cR^NS^R;;^cS^SS^SS^?;^;S^Scc^O ;^;?^S U35>5*IVf)I*8JYcLX6K@):S^SS^SS^SS^SS^SS^SS^SS^SS^SS^S S^SS^S b5I)B*9+`GVJQSbLX@):KI3?^;O^NS^N;;^cS^SS^SS^c;;^SS^SR^R N^;P^S e3654^(-@)A)3>f)I*8X6K@): 031/=f)I*8JYLX6K@):QR^PP?^SQc^SM;^MS^SS^SQM^Q?M^RS^SPc^Q?Q^Q?M^R 031/=0`7 f Tf2[ 2F T FF [==/-*9:H-IX@):K:?OcMQM;RQM;cSc [==/-*9:f)I*8X6K@):OP^SM;^M?M^Mc;^; [==/-*9:0`7 22F F C5A)/Z[66543)Y':6 ;? RQM N ':6f./*>5-3J1ghg<9LX6;c^SMM^R;P^S;R^RMQ^Sc;^M F:*34)')/5-YJhg<9LX6R^SQ^SQ^SQ^SiQQ^S (*j1/))37)>>534J1A*jLX6P^SQO^S;R^SM^SiMSc;^S (*jVFI)*/C5A)J4]9gU;LX6P^c?P^;;R^c?^M??^P?Q^c 1/))32j>C5A)J=]9LX6S^S;?^RS^SS^SN^M;^c U3>)/6)9>5-37.AA*/8 ,F(M>:F>/If)I*8cN^c ,F(M>:0`7 f E->)6 e6)/*==/-@)Y@-I.A)W*I*39534*A-34>:)I*3)6G-/>./3534A-@)A)3>^ i,F(M>:9-A=.>*>5-3*I)3453)/)k.5/)6)k.*I9I)*/*39)>5A)6G-/>:)=:*6)69/-66534>:)W*//5)/^ e36543*I5l)Yf)I*8G-/mEB<XDB<n56)j9I.Y)YG/-A9*I9.I*>5-36-G>:)*==/-*9:Y)I*8*3Y53>)/6)9>5-3Y)I*8^ opqrr Attachment 7
926

!"#$%&'(

%$ )*)+,-./01
22345675++18 9:5;<1/==>+?/1@ ),6+=A
2,5+31/0? 4B24BC4B> DB2 DBC DB>EB2EBCEB>9B29BC9B> 2,5+F/5G7601,@7/58 C1,GG7;H/I0J+KL?<M=ANOP QR A= AS RO PRO=TUORST=N=ASA V0@01+H/I0J+KL?<M=ANOP QR A= AS RO PRO=TUORST=N=ASA
WX+,IVI/YKL?<?IM=PTT=PTT=PTT=PTT=PTT=PTT=PTT=PTT=PTT=PTT=PTT=PTT 9@/1,6+2+56@<KG@M T TT RSPS T=TT T 9@/1,6+2,5+8 T TT == T= C,?+12+56@<KG@MRTRTRTRT
2,5+Z@7I[V,;@/1=[TT=[TT=[TT=[TT=[TT=[TT=[TTT[P=T[P==[TTT[PST[PS V1@ T[PSUT[QSTT[PPQT[PPS VI@)1/@+;@+X T[PNUT[PNNT[PSTT[PST 9,@X[VI/YK?1/@MT =NA= T T=QOT=SQA=NNTSTNS T=NNTASOOT VI@)+1J7@@+X T[NPST[NQTT[TQNT[TRA 9,@X[VI/YK?+1JM T=U=A T T=USA=SQA=ROSTNS T==NASOOT >76<@C015/5>+X\+8\+8\+8 \+8 9,@X[VI/YK>C]>M=Q=PA R 275-9?++XKJ?<MOSOSAS AS 275-^78@,5;+KG@MAPTRUS=PTU=T C1,L+IC7J+K8M=T[R=N[RA[N Q[T )+,-./01V,;@/1=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT _X`[VI/YKL?<M=ANOP QR A= AS RO PRO=TUORST=N=ASA 9<,1+X2,5+C1,GG7;KaM 2,5+31/0?VI/YKL?<M TOSO T TRR RO PRO=AT TST=NRRT 45@+1BI/;-+XW5@+18+;@7/5E/ E/ E/ E/ E/ E/ E/ E/ E/ E/ E/E/ 2,5+_I765J+5@2+G@2+G@>76<@2+G@2+G@>76<@2+G@2+G@>76<@2+G@2+G@>76<@ *+X7,5D7X@<KG@M T T=O =O 275-]GG8+@KG@M TTT T F1/88Y,I-D7X@<KG@M=R=R=R =R CY/Y,:2+G@C0152,5+ .+,XY,:V,;@/1=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT=[TT C0157569?++XKJ?<MRTRTRTRTRTRTRT RT E0Jb+1/G^+@+;@/18 =O =O==O = O ^+@+;@/1C+J?I,@+2+G@C<102+G@C<10>76<@2+G@C<102+G@C<10 2+,X756^+@+;@/1KG@MOT=TTOT=TTOTOT=TTOT=TT C1,7I756^+@+;@/1KG@M TT TTTTT T T ^+@+;@/1=)/87@7/5KG@M TT TTTTT T ^+@+;@/1=97c+KG@MOT R OT R OTOTR OT R ^+@+;@/1=C:?+FId4eFId4eFId4eFId4eFId4eFId4eFId4eFId4eFId4e ^+@+;@/1=F<,55+I ^+@+;@/1=4e@+5XK8MT[TT[TT[TT[TT[TT[TT[TT[T T[T ^+@+;@/1=f0+0+K8MT[TT[TT[TT[TT[TT[TT[TT[T T[T ^+@+;@/1=^+I,:K8MT[TT[TT[TT[TT[TT[TT[TT[T T[T ^+@+;@/1O)/87@7/5KG@MPUPUPU PU ^+@+;@/1O97c+KG@MRRR R ^+@+;@/1OC:?+FId4eFId4eFId4eFId4e ^+@+;@/1OF<,55+I ^+@+;@/1O4e@+5XK8MT[TT[TT[T T[T C015C:?+ )+1JE_)+1JE_)+1J)+1JE_)+1J E_ )1/@+;@+X)<,8+8 UQO R )+1J7@@+X)<,8+8 U Q QO R ghijk
Attachment 7
927

!"#$%&'(

%$ )*)+,-./01
22345675++18 9:5;<1/==>+?/1@ ),6+=A
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` a+<7;M+4W@+587/5N8ORPQRPQRPQRPQRPQRPQRPQRPQ RPQ >+;,MM*/[+ E/5+E/5+E/5+E/5+E/5+bZ*,WbZ*,WbZ*,WbZ*,W D,M-C7K+N8OTPQTPQTPQTPQTPQTPQTPQTPQ TPQ cM,8<F/5@D,M-N8OH=PQH=PQH=PQH=PQH=PQ=APQ=APQ=APQ=APQ )+[+8@17,5b,MM8Nd]<1O VV VVVVV V V Y;@4ee;@31++5N8OHVP=HVP=HVP=SAPSSAPSSAPSSAPS Y;@0,@+[6]b>,@7/QP=SQP=SQP=SQPTRQPTRQPTRQPTR f];>,@7/ QPGGQPHAQP=SQPG=QPVGQPVSQPIS b/5@1/MF+M,: TIPRAVPRRHPQAQPVIP=R=PT AP= g0+0+F+M,: QPQQPQQPQQPQQPRQPQ QPQ C/@,MF+M,: TIPRAVPRRHPQAQPVIPAR=PT AP= 2^9 4 FbFY b Y Y??1/,;<F+M,:TIPRRGPSTPS APG Y??1/,;<2^9 4FY Y
g0+0+2+56@<VQ@<Ne@O=SQAI RQ TRHQR H==I g0+0+2+56@<SV@<Ne@OdRHHGSTQKHSK=ITKdRA S= L5@+15,M275-F78@Ne@OR=QVIV==QRRQ C015B,:2+56@<Ne@OIVSV=QQ B,8+b,?,;7@:Nf?<OR=GR=HRVV==GRTQAGVHVTH 9@,1f,@7/5b,?>+[0;@5 Q Q Q QTR=Q Q 9?7MMh,;-b,?>+[0;@5 Q QQQQ Q Q
9@/1,6+b,?>+[0;@5 Q QQQQ Q Q
>+[0;+[f];>,@7/QPTSQPH=QP=TQPG=QPTHQPVSQPIS L5@+18+;@7/590KK,1: Y1+,C:?+i ^@<+1 b:;M+2+56@<i=RQ Y;@0,@+[b:;M+2+56@<i=RQ ^ee8+@i===NGVUOj>+e+1+5;+[@/?<,8+HiEBC2,5[Ii9BC2j9@,1@/e31++5 E,@01,Mb:;M+i==Q b/5@1/MC:?+iY;@0,@+[Zb//1[75,@+[ *,W7K0Kf];>,@7/iQPGG L5@+18+;@7/59765,MF+M,:i==PAL5@+18+;@7/52^9iB L5@+18+;@7/5b,?,;7@:k@7M7_,@7/5GTPSULbk2+f+M/e9+1f7;+4 Y5,M:878)+17/[NK75O=V dSV@<?+1;+5@7M+f/M0K++W;++[8;,?,;7@:jl0+0+K,:h+M/56+1Pmnopq Attachment 7
928

!"#$%&'(

%$ )*)+,-./01
22345675++18 9:5;<1/==>+?/1@ ),6+=A
B0+0+8</C578D,E7D0D,F@+1@C/;:;G+8H DI/G0D+F/1JA@<?+1;+5@7G+K0+0+78D+@+1+LM:0?8@1+,D8765,GH 9?G7@8,5L)<,8+8NAN.,1M/1OGPLQ>,G?<R8SC:T4HI,GG+:I7+CS1 UVWXY
Attachment 7
929

!"#

$%&'()*+

+ '& ,-,./01234
556789:8..4; <=8>?42@@A.B24C ,/9.@D
-2E.F.8C 7G57GH7GA IG5 IGH IGAJG5JGHJGA<G5<GH<GA 5/8.K28L:934/C:28; H4/LL:>M2N3F.OE.?P?Q@RSTU VD R@ RW DT UDT@XYTDWX@S@RWR Z3C34.M2N3F.OE.?P?Q@RSTU VD R@ RW DT UDT@XYTDWX@S@RWR [8:C:/N\O\]Q^E.? XXXXXXXXXX XX ,._`G:0.a_bOacB]HQ@dXX@dXX@dXX@dXX@dXX@dXX@dXX @dXX ,/40:89G3;^a_b@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX I240e28.f8aBB42/>?J2J2J2 J2 a_b</CZN2g^E.?P?PN8@VSX@VSX@VSX@VSX@VSX@VSX@VSX@VSX@VSX@VSX@VSX@VSX a_bZN2gA/C.^E.?P?@RSTU VD R@ RW DT UDT@XYTDWX@S@RWR ,./01234Z/>C24@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX ,.4>.8C1./E=M.?^h TTTTTTTTTT TT K/B^E.?P? @UTRYUW@YD@WTTVD@UXRVD@YV@DRTD@RV@ a44:E.f864..8Xd@VXd@VXd@VXd@VXd@VXd@VXdSYXdSYXdSYXdSYXdSYXdSY </CZN2g^E.?P?VTD@VDWTYWVWVY@@WVWTS@W@UUDY@VURW@U@XU 64BM2N3F.OEQ^E.?P?TWT X X DD X DTUD@RSSSWRWXVDTUXY 64B</CZN2gO;Q^E.?P?PN8@WRS X X@YTD X@WVWTS@@SXT@VWU@VU@SSS@VW@ \<.4E.O9c;Q^;@DdTXdXXdXXdXXdXYdRRDdXTTdSTTdVTXdTR@dWR@dU K=>N.\KN./4O9c>Q^;TXdVXdXXdXYdDXdXYdRDSdUTTdSTTdVYTdUR@dWR@dU ,42B[85/8. XdWYXdRYXdYS@dXX@dXXXdXR@dXX XdXD 5/8.64BK/BO>Q^E.?P?RTX X XTUV XTVD@UXTWTV@RVX@DR@RTX@RSW MPKA/C:2OiQ XdSUXdXXXdXXXdTTXdXXXdTTXdW@XdWYXdWWXdR@XdDWXdDD aE/:NK/BO>c/Q^E.?P?RST X XRWT XRY@@UXTWTV@RVX@DR@RTX@RSW 1K-,N/C228A/C:2@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX jB;C4./FZ:NC.4O[Q@dXXXdXXXdXX@dXXXdXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX j8:L24Fk.N/=O_Q^;PE.?W@dUXdXXdXYWdYXdXYWdYTWdWSdTSdT@DdW VdYVdY [8>4k.N/=O_TQ^;PE.?UdYXdXXdXXdYXdXXdYUdRXdV@dDYdV TdWTdW [8:C:/N\k.N/=O_RQ^;PE.?XdXXdXXdXXdXXdXXdXXdXXdXXdXXdX XdXXdX h:N.G/>0fL\OWXhQ^E.?PN8VdUXdXXdX@dUXdX@dVTdSSdWVdY@d@@@dR@@dU j8;:9d-2E.F.8Ck.N/=^;PE.? 5864Bk.N/=O_Q^;PE.?D@dRXdXXdXYWdSXdXYWdVRYdVVd@VdVT@dR@XdU@XdU 5864B5f< 7aakakKaaK GG aBB42/>?M2N^E.?P?TWT@TVTTTD@V@D aBB42/>?k.N/=^;PE.?D@dRYWdVUdW@@dT aBB42/>?5f< 7ka G H:F.4`a;;:98._,?; TYDV ,?;k34/C:28O6lmlA>Q^;@X@dWTVdW@X@dWTVdW K?/89.,.4:2_OmlA>Q^;WdXWdXWdXWdX -/n64..8<.CC:89O6F/nQ^;UTdXTVdXUTdXTVdX -/n\KN./4H:F.O9c>l[@Q^;DUdUTTdVYYdUDdD 64..87nCH:F.OBc>Q^;@SdWXdSTYdUXdW [8C.4;.>C:28<3FF/4= 1K-DC?KC4Nk.N/=@YdT 1K-DC?5f< G opqrs
Attachment 7
930

!
" #$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
,&/%-+)*9 .<,.<=.<8 ><, ><= ><8?<,?<=?<83<,3<=3<8 ,&/%@)/A10*+&:1)/2 =+&AA15B)C*D%EF96GHI7J;I7KL7MI;KNI;7JOIHMJ7H7JM;H7 P*:*+%B)C*D%EF96GHI7J;I7KL7MI;KNI;7JOIHMJ7H7JM;H7
QR%&CPC)SEF969CG7LNN7LNN7LNN7LNN7LNN7LNN7LNN7LNN7LNN7LNN7LNN7LNN 3:)+&0%,%/0:6EA:G7ON7OKHNN NHNK NONN 7MK 3:)+&0%,&/%2 7 77 77 NH 7 =&9%+,%/0:6EA:GMNMNMNMN
,&/%T:1CUP&5:)+7UNN7UNN7UNN7UNN7UNN7UNN7UNNNULKNULKNUL;NULK7UNN P+: NUIKNNUIKNNULL; NUIKN PC:#+):%5:%R NULKNNULKNNULKNNULKN 3&:RUPC)SE9+):G7;;N7IMO7KIO7;;N7IMO7KIO7;;NOKHL NOJOOOKOL7KIO PC:#%+D1::%R NUJHKNUJIINULKNNULKN 3&:RUPC)SE9%+DG;LH7IMO7KIOLNL7IMO7KIO7;;NOKHL NOJOOOKOL7KIO 8106:=*+/)/8%RV%2V%2V%2 V%2 3&:RUPC)SE8=W8GLHKNH KN ,1/'39%%RED96GOKOKOK OK ,1/'X12:&/5%EA:GKOI;HNMKJKJ7 =+&F%C=1D%E2G7NUK7JUN7HU;7NUK #%&'()*+P&5:)+7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN YRZUPC)SEF96GHI7J;I7KL7MI;KNI;7JOIHMJ7H7JM;H7 36&+%R,&/%=+&AA15E[G ,&/%-+)*9PC)SEF96GHI7J;I7KL7MI;KNI;7JMJ NJ7H7JM;H7 ./:%+<C)5'%RQ/:%+2%5:1)/?) ?) ?) ?) ?) ?) ?) ?) ?) ?) ?)?) ,&/%YC10/D%/:,%A:,%A:8106:,%A:,%A:8106:,%A:,%A:8106:,%A:,%A:8106: $%R1&/>1R:6EA:G7H7HHJ HJ ,1/'WAA2%:EA:G NNN N @+)22S&C'>1R:6EA:G7M7M7M 7M =S)S&4,%A:=*+/,&/%V%2 (%&RS&4P&5:)+7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN7UNN =*+/1/039%%RED96GMNMNMNMNMNMNMN MN ?*D\%+)AX%:%5:)+2 7H77H77H 7 H7 X%:%5:)+=%D9C&:%,%A:=6+*8106:,%A:=6+*8106:,%A:=6+*,%A:=6+*8106: ,%&R1/0X%:%5:)+EA:GHN7NNHNHN7NNHNHN7NNHN7NNHN =+&1C1/0X%:%5:)+EA:G NNNNNNNN N NN X%:%5:)+7#)21:1)/EA:G NNNNNNNN N X%:%5:)+731]%EA:GHN MHNHN MHNHNM HN MHN X%:%5:)+7=49%@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._@C^._ X%:%5:)+7@6&//%C X%:%5:)+7._:%/RE2GNUNNUNNUNNUNNUNNUNNUNNUNNUN NUNNUN X%:%5:)+7`*%*%E2GNUNNUNNUNNUNNUNNUNNUNNUNNUN NUNNUN X%:%5:)+7X%C&4E2GNUNNUNNUNNUNNUNNUNNUNNUNNUN NUNNUN X%:%5:)+H#)21:1)/EA:GLJLJLJ LJ X%:%5:)+H31]%EA:GMMM M X%:%5:)+H=49%@C^._@C^._@C^._@C^._ X%:%5:)+H@6&//%C X%:%5:)+H._:%/RE2GNUNNUNNUN NUN =*+/=49% #%+D?Y#%+D#%+D?Y9D^)F#+):?Y#+): ?Y#%+D #+):%5:%R#6&2%2 J I7KH 7 M #%+D1::%R#6&2%2 J JI I M
abcde
Attachment 7
931

!
" #$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
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`W58&:1) LKCBLKBBLKCOLKADLKDM7KL;LKBNLK;7LKBLLKDCLKLC \)/:+)H@%H&4 B7KDB;KM;KDBNKND7KNNCK7OMKAMCK7C;KN AKMLK7 a*%*%@%H&4 LKLLKLLKLLKLLKLLKLLKLLKLLKL LK7LKL =):&H@%H&4 B7KDB;KM;KDBNKND7KNNCK7OMKAMCK7C;KN AKALK7 ,X3 @.S..].\ \ SS S99+)&56@%H&4A7K;;AKNMAKA NKO S99+)&56,X3 @ ]\ S a*%*%,%/0:6BL:6I_:JCC77N LAO7MObDN;O7B777A7 BBL a*%*%,%/0:6NB:6I_:JAO7DOMA;M7;;^ONN7C;^;7AF7O;CN7FL G/:%+/&H,1/'@12:I_:JAB;DALBOAAD7 =*+/<&4,%/0:6I_:J7ML7MBCLLCLBMLL 7DB <&2%\&9&51:4I`96J7;;AAAAAOC7DAAADNM7DO7;LM;7;CMBB7LOL 3:&+`&:1)/\&98%U*5:/ L L L L L L L L L7NLL 391HHc&5'\&98%U*5:/ LLLLLLLL L 3:)+&0%\&98%U*5:/ LLLLLLLL L 8%U*5%U`W58&:1)LK7BLKMMLK7;LKCOLKM;7KL;LKBCLK;7LKBLLKD;LKLC G/:%+2%5:1)/3*FF&+4 S+%&=49%d X:6%+ \45H%,%/0:6d7ML S5:*&:%U\45H%,%/0:6d7ML X__2%:dDIBPJe8%_%+%/5%U:)96&2%Cd?<=&/UDd3<=e3:&+:)_-+%%/ ?&:*+&H\45H%d7LL \)/:+)H=49%dS5:*&:%UT\))+U1/&:%U $&Q1F*F`W58&:1)d7KL; G/:%+2%5:1)/310/&H@%H&4dMBKMG/:%+2%5:1)/,X3d@ G/:%+2%5:1)/\&9&51:4f:1H1Y&:1)/7LMKOPG\f,%`%H)_3%+`15%- S/&H4212#%+1)UIF1/J7B b[)H*F%%Q5%%U25&9&51:4eg*%*%12:6%)+%:15&HH41/_1/1:%K hijkl Attachment 7
932

!
" #$#%&'()*+
,,-./01/%%+2 34/56+)778%9)+: #&0%7;
<*%*%26)=/12>&?1>*>&@:%+:=)545A%2B C;D:69%+5%/:1A%E)A*>%%?5%%F25&9&51:4GH*%*%>&4I%A)/0%+B <*%*%26)=/12>&?1>*>&@:%+:=)545A%2B >J)A*>%@)+;D:69%+5%/:1A%H*%*%12>%:%+%FI4*92:+%&>210/&AB 39A1:2&/F#6&2%2KLK(&+I)+MAEFNM%+'%A%4OE% PQRST
Attachment 7
933

!"
#
$! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=>
&+?'@'1< 0A.0AB0A: CA. CAB CA:DA.DABDA:5A.5AB5A: .(1'E+1F32,-(<3+14 B-(FF37G+H,@'I?'8J8K=L9MNL9OP9QLNO>LN9MRL=QM9=9MQN=9 S,<,-'G+H,@'I?'8J8K=L9MNL9OP9QLNO>LN9MRL=QM9=9MQN=9
T13<3(HUIUVKW?'8 >>>>>>>>>> >> %'XYA3)'ZX[IZ\;VBK9]>>9]>>9]>>9]>>9]>>9]>>9]>> 9]>> %(-)312A,4WZX[9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>> C+-)^+1'_1Z;;-+(78D+D+D+ D+ ZX[5(<SH+`W?'8J8JH19LN>9LN>9LN>9LN>9LN>9LN>9LN>9LN>9LN>9LN>9LN>9LN> ZX[SH+`:(<'W?'8J8=L9MNL9OP9QLNO>LN9MRL=QM9=9MQN=9 %'()*+,-S(7<+-9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>> %'-7'1<*'(?6G'8Wa ========== == E(;W?'8J8 =OMMMQRNL=N9MMQNMM9>P9MLR=NNPN=9>QPRP Z--3?'_1/-''1>]=M>]=M>]=M>]=M>]=M>]=M>]>Q>]M=>]M=>]=R>]OP>]OP 5(<SH+`W?'8J89=9N9LN>9OLO9=M99LN>9OLO9NL9RON9QORMOQROOM9OLO /-;G+H,@'I?KW?'8J8=L9MNL9OP9QLNO>LNN9ONMPM9=9MQN=9 /-;5(<SH+`I4KW?'8J8JH19=9N9LN>9OLO9=M99LN>9OLO9NL99NNN9LOP9N=L9NNN9OLO U5'-?'I2\4KW4=]QL]MO]RO]MP]LR9]>Q]RO9]=O9]R9R]ORN]=>]N E67H'UEH'(-I2\7KW49=]RL]MO]R9R]LP]LR9]>Q]RO9]=O9]R9R]ORN]=>]N %-+;T1.(1' 9]>>9]>>9]>>9]>>9]>>>]>R9]>> 9]>> .(1'/-;E(;I7KW?'8J8=OMMMQRNL=N9MMQNMM9>PNRLNN=NPN=9>QPRP GJE:(<3+IbK >]99>]RR>]=9>]==>]RL9]>9>]L>>]PN>]PN>]O=>]N>>]>= Z?(3HE(;I7\(KW?'8J8=OMMMQRNL=N9MMQNMM9QMNRLNN=L=M=9>QPRP *E&%H(<++1:(<3+9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>> c;4<-'(@S3H<'-ITK9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>>9]>> c13F+-@d'H(6IXKW4J?'8MQ]QM>]PRP]NMQ]QM9]MRM]OQ>]=RN]=RN]=MR]N9L]M9>]P T17-d'H(6IX=KW4J?'8>]=>]M>]R>]M>]ORO]99M]N=Q]R=O]P>]O 9]P>]> T13<3(HUd'H(6IXRKW4J?'8>]>>]>>]>>]>>]>>]>>]>>]>>]>>]> >]>>]> a3H'A(7)_FUIO>aKW?'8JH1>]LR]P=]99]NM]Q9Q]OR]R=Q]P=L]9O]L9O]9>]R c1432]&+?'@'1<d'H(6W4J?'8 .1/-;d'H(6IXKW4J?'8MQ]LM9]RM>]>MN]>M9]PQP]QNM]PQR]OQR]9MM]==>]R99]> .1/-;._5 dddddS000d EA Z;;-+(78G+HW?'8J8=OQPNN9OO99P>> Z;;-+(78d'H(6W4J?'8M9]OQR]OQR]P=O]M Z;;-+(78._5 d00 E B3@'-YZ44321'X%84 9= MOQ L %84d,-(<3+1I/efe:7KW4RO]>OP]>RQ]>9=]>L=]>RQ]> E8(12'%'-3+XIfe:7KW4O]>gOO]>M]>O]>O]> &(h/-''15'<<312I/@(hKW4R9]>gOMR9]>9=]>NR]>R9]> &(hUEH'(-B3@'I2\7eT9KW49O]OOR]R9M]RL]RRP]=RR]> /-''10h<B3@'I;\7KW49]R>]Q9]>>]99M]O>]> T1<'-4'7<3+15,@@(-6 *E&Q<8E<-Hd'H(6MN]> *E&Q<8._5 d D+<'4 g*E&Q<87+@;,<(<3+1(H'1231'-'i,3-'4'i,(H7H'(-(17'<3@'4F+-<8';8(4'47-+44312<8'V(--3'-] jklmn Attachment 7
934

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
2 &,.

HIIJKLMNOPMQ RSTUVWXYZ[\]^_[`a][baU_cSd`
`UTee\dd_f^\`\_fb
ghiji
Attachment 7
935

!
"#
$
%& '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*<
1+4*20./> 3@13@A3@= B@1 B@A B@=C@1C@AC@=8@18@A8@= 1+4*D.4E65/0+?6.47 A0+EE6:F.G/H*IJ>;KLMN<M<<<N<MNOPNLMM<<PQN<R<STRST<S<<LR< U/?/0*F.G/H*IJ>;KLMN<M<<<N<MNOPNLMM<<PQN<R<STRST<S<<LR< VW*+GUG.XIJ>;>GK<PTT<PTT<PTT<PTT<PTT<PTT<PTT<PTT<PTT<PTT<PTT<PTT 8?.0+5*1*45?;IE?KLMS T<PL<RSMLT<STMNS T 8?.0+5*1+4*7 < TM <M <M A+>*01*45?;IE?KOTOTOTOT
1+4*Y?6GZU+:?.0<ZTTTZP<TZP<TZPNTZP<<ZTTTZPNTZP<<ZTTTZPNTZP<TZP< U0? TZPQ<TZQSTTZQSTTZPNM UG?)0.?*:?*W TZPSTTZPSTTZPSTTZPST 8+?WZUG.XI>0.?K<NNTRPQP TLRLLSTQS<SQLLRLLSTQS<SQLLRLLRPRLT UG?)*0H6??*W TZPSTTZPSTTZPSTTZPST 8+?WZUG.XI>*0HK<NNTRPQP TLRLLSTQS<SQLLRLLSTQS<SQLLRLLRPRLT =65;?A/04.4=*W[*7[*7[*7 [*7 8+?WZUG.XI=A\=KM<<OS<ST RL 164,8>**WIH>;KRTRTRS ST 164,]67?+4:*IE?K<TRLPQ<RMQPMO A0+J*GA6H*I7K<NZQ<OZNOZS<MZO )*+,-./0U+:?.0<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT 'W^ZUG.XIJ>;KLMN<M<<<N<MNOPNLMM<<PQN<R<STRST<S<<LR< 8;+0*W1+4*A0+EE6:I_K 1+4*20./>UG.XIJ>;KLMN<LQM TMNOPNLMM<<PQN<R<STRST<QSMT 34?*0@G.:,*WV4?*07*:?6.4C. C. C. C. C. C. C. C. C. C. C.C. 1+4*'G654H*4?1*E?1*E?=65;?1*E?1*E?=65;?1*E?1*E?=65;?1*E?1*E?=65;? (*W6+4B6W?;IE?KMRMRMR MR 164,\EE7*?IE?K TTT T D0.77X+G,B6W?;IE?K<O<O<O <O AX.X+91*E?A/041+4* -*+WX+9U+:?.0<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT<ZTT A/046458>**WIH>;K<S P<S P<S P<S P C/H`*0.E]*?*:?.07 <M <M<<M<< M
]*?*:?.0A*H>G+?*1*E?A;0/1*E?A;0/=65;?1*E?A;0/=65;?1*E?A;0/ 1*+W645]*?*:?.0IE?KMT<TTMT<TTMTMT<TTMTMT<TT A0+6G645]*?*:?.0IE?K TT TTTTTTT T ]*?*:?.0<).76?6.4IE?K TT TTTTTTT ]*?*:?.0<86a*IE?KMT O MT O MTMT OMTMT O ]*?*:?.0<A9>*DGb3cDGb3cDGb3cDGb3cDGb3cDGb3cDGb3cDGb3cDGb3cDGb3c ]*?*:?.0<D;+44*G ]*?*:?.0<3c?*4WI7KTZTTZTTZTTZTTZTTZTTZTTZTTZT TZT ]*?*:?.0<d/*/*I7KTZTTZTTZTTZTTZTTZTTZTTZTTZT TZT ]*?*:?.0<]*G+9I7KTZTTZTTZTTZTTZTTZTTZTTZTTZT TZT ]*?*:?.0M).76?6.4IE?KPRPRPR PR ]*?*:?.0M86a*IE?KOOO O ]*?*:?.0MA9>*DGb3cDGb3cDGb3cDGb3c ]*?*:?.0MD;+44*G ]*?*:?.0M3c?*4WI7KTZTTZTTZT TZT A/04A9>* )0.?C')0.?C')*0H)0.?C')*0H)0.? C' )0.?*:?*W);+7*7 NR LQ SM < O )*0H6??*W);+7*7Q M
efghi
Attachment 7
936

!
"#
$
%& '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*@
1+4*20./> 3A13AB3A= CA1 CAB CA=DA1DABDA=8A18AB8A= E*?*:?.0);+7* FG HIIJ@@< K 8L6?:;);+7* (646M/MN46?6+OP7QKRSKRSKRSKRSKRSKRSKRSKRSKRS KRS (646M/M8>O6?P7Q<SRSGHRS<SRSGHRSGHRS<SRSGHRSGHRS<SRSHKRS B.?+O8>O6?P7Q @JRSGIRS@SRSGHRSGHRS<@RSGHRSGHRS<TRSJSRS B.?+O8>O6?PUQ<TR@UHKRTU<JRGUHHR<UHHR<UTR@UHHR<UHHR<U<GRKUHIRJU (+V6M/M20**4P7Q@<RSGHRS<KRSHIRSHIRSIRSHIRSHIRS<JRSGJRS W*OO.LB6M*P7QHRSGRSHRSGRSGRSHRSGRSGRSHRS GRS 'OOX=*YB6M*P7Q<RS<RS<RS<RS<RS<RS<RS<RS<RS <RS 1.7?B6M*'YZ/7?P7QSRSSRSSRSSRSSRSSRSSRSSRSSRS SRS B.?+O1.7?B6M*P7QGRSJRSGRSJRSJRSGRSJRSJRSGRS JRS 1*+Y[1+5 1*+Y1*+Y1+51+51+51+51+51+51*+Y1*+Y 1*+YX1+5\>?6M6]*^W*7W*7W*7W*7W*7W*7W*7W*7W*7W*7 _*;6:O*3V?*476.4P7QHRSHRSHRSHRSHRSHRSHRSHRSHRS HRS =*:+OO(.Y* D.4*D.4*D.4*D.4*D.4*D.4*`X(+V`X(+VD.4*`X(+V C+O,B6M*P7QFRSFRSFRSFRSFRS FRS aO+7;E.4?C+O,P7QH<RSH<RSH<RSH<RSH<RS@GRS )*Y*7?06+4`+OO7Pb[;0Q J JJ JJ J ':?3cc:?20**4P7Q@<RSG<RF<GRKHJRGHJRGIRSHIRSHIRS<FRKGFRK ':?/+?*Y5[`=+?6.SR<KSRH@SR<<SR@FSR@FSRSKSR@TSR@TSR<GSRHF d[:=+?6. <R<JSRIKSRF@SRFSSRGSSRTGSRGISR@KSRTF<RS< `.4?0.OE*O+9 <GFR@GKRIKKRGGJRG<@RK<SSRTHJR@KRGTSRSKHRS e/*/*E*O+9 SRSSRSSRSSRSSRSSRSSRSSRSSRS SRS B.?+OE*O+9 <GFR@GKRIKKRGGJRG<@RK<SSRTHJR@KRGTSRSKHRS 1\8 aE 3EAaE'a 3 '>>0.+:;E*O+9KKRSGGRGGHRGKIRH '>>0.+:;1\8 3EE 3
e/*/*1*45?;JS?;Pc?QfH@@HIF<<K@KGHJIG@<KG@f@@HfK<I e/*/*1*45?;TJ?;Pc?QbJ<HGGT<KGH<H<SHb<K@<KF<IbHHKbF@S N4?*04+O164,E67?Pc?QTKHTS<HGIIGK B/04A+91*45?;Pc?QH@J<TH<GJ@HS<JS@FJ A+7*`+>+:6?9Pd>;Q@IJ<KKGG@@<GIKJFT@<<<GIKJKIGKK<IHI 8?+0d+?6.4`+>=*Y/:?4 SS SSSSSSS S 8>6OOg+:,`+>=*Y/:?4 SS SSSSSSS 8?.0+5*`+>=*Y/:?4 SS SSSSSSS =*Y/:*Yd[:=+?6.<R<JSRIHSRKJSRKJSRHISRTGSRGISR@KSRTF<RS< N4?*07*:?6.48/MM+09 '0*+B9>*h \?;*0 `9:O*1*45?;h<HS ':?/+?*Y`9:O*1*45?;h<HS \cc7*?hJJPG@UQi=*c*0*4:*Y?.>;+7*@hDAB+4YKh8ABi8?+0?.c20**4 D+?/0+O`9:O*h<@S `.4?0.OB9>*h':?/+?*YX`..0Y64+?*Y (+V6M/Md[:=+?6.h<R<J N4?*07*:?6.48654+OE*O+9hJIRHN4?*07*:?6.41\8h3 N4?*07*:?6.4`+>+:6?9j?6O6]+?6.4TGRGUN`j1*d*O.c8*0d6:*a '4+O9767)*06.YPM64Q<J f_.O/M**V:**Y7:+>+:6?9ik/*/*67?;*.0*?6:+OO964c646?*R lmnoo Attachment 7
937

!
"#
$
%& '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*@
A/*/*7;.B467C+D6C/C+E?*0?B.:9:F*7G HIJ?;>*0:*4?6F*K.F/C**D:**L7:+>+:6?9MN/*/*C+9O*F.45*0G A/*/*7;.B467C+D6C/C+E?*0?B.:9:F*7G 8>F6?7+4L);+7*7P<P-+0O.0QFKLRQ+7?+4:;/09=L STUVW
Attachment 7
938

! "#
$
%&

' ()*+,-./01
22345675++18 9:5;<1/==>+?/1@ *,6+A
)/B+C+5@ 4D24DE4D> FD2 FDE FD>GD2GDEGD>9D29DE9D> 2,5+H/5I7601,@7/58 E1,II7;J/K0C+LB+<M<NOPQ=P===Q=PQRSQOPP==STQ=A=UVAUV=U==OA= W0@01+J/K0C+LB+<M<NOPQ=P===Q=PQRSQOPP==STQ=A=UVAUV=U==OA= X57@7,KYLYZN[B+< VVVVVVVVVV VV *+\]D7-+(\^L(_?ZEN=`VV=`VV=`VV=`VV=`VV=`VV=`VV =`VV *,1-756D08[(\^=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV F/1-a/5+b5(??1/,;<G/G/G/ G/ (\^9,@WK/c[B+<M<MK5=TQV=TQV=TQV=TQV=TQV=TQV=TQV=TQV=TQV=TQV=TQV=TQV (\^WK/c>,@+[B+<M<OPQ=P===Q=PQRSQOPP==STQ=A=UVAUV=U==OA= *+,-./01W,;@/1=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV *+1;+5@.+,B:J+<[d PPPPPPPPPP PP H,?[B+<M< PTT=OS==SROOO=PQQOSROOP=QVTUOVOSS=AAOOPA (117B+b531++5V`=RV`O=V`O=V`=VV`PUV`PUV`=VV`OOV`OOV`=PV`OUV`OU 9,@WK/c[B+<M<=QT=AUP=ROTOAURU=VR=UTUOAURU=VR=UTUOAURA=QVSOR 31?J/K0C+LBN[B+<M<OPQS=PAQVPQRSQOPP==STQ=A=UVAUV=POPRPV 31?9,@WK/cL8N[B+<M<MK5=QT==QVP=QUU=QPT=QVP=UTU=QPT=QVP=UTU=QPT=QVP=QVP Y9+1B+L6_8N[8P=`VOP`SOP`S=V`PPO`V=U`TQ`==A`=R`Q=U`VAU`VAU`V H:;K+YHK+,1L6_;N[8P=`VOP`SOP`S=V`PPO`V=U`TQ`==A`=R`Q=U`VAU`VAU`V *1/?X52,5+ =`VVV`OR=`VV=`VV=`VV=`VV=`VV V`UU 2,5+31?H,?L;N[B+<M<PTT=VAQUAVOOO=PQQOSROOP=QVTUOVOSS==QTUTS JMH>,@7/LeN =`=AV`TQV`TQV`TOV`QRV`URV`RVV`APV`PT=`=O=`VU=`VU (B,7KH,?L;_,N[B+<M<PTT==PRUT=APU=ASOAROOOP=QVTUOVOSS==QTUTS .H)*K,@//5>,@7/=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV f?8@1+,CW7K@+1LXN=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV=`VV f57I/1Cg+K,:L\N[8MB+<UA`UAP`RAP`RUQ`QAU`PAP`UUR`OOO`U=Q`AUQ`UAP`UAP`U X5;1g+K,:L\PN[8MB+<SU`VQ`P=P`S=V`AP`V=`PP`SV`T=`OTA`SOS`VU=`R X57@7,KYg+K,:L\ON[8MB+<V`VV`VV`VV`VV`VV`VV`VV`VV`VV`V V`VV`V d7K+D,;-bIYLUVdN[B+<MK5=R`T=A`U=U`SA`SS`TR`PO`PU`TO`U==`VPA`PPR`O f5876`)/B+C+5@g+K,:[8MB+< 2531?g+K,:L\N[8MB+<=AS`UAS`TUU`URT`VAQ`PAO`QUS`POA`P=T`Q=AP`AT=`USA`= 2531?2b9 Wg44gg4HDW WW (??1/,;<J/K[B+<M<=QVS=AQV=VRPPOVP (??1/,;<g+K,:[8MB+<QV`UUV`ROR`QSR`T (??1/,;<2b9 4gg W E7C+1](88765+\*<8 =POAURQT *<8g01,@7/5L3hih>;N[8=S`VAT`U=Q`UAU`V=Q`UUV`VPU`VOQ`U H<,56+*+17/\Lih>;N[8A`VU`VU`VjUU`VjUA`VU`V ),k31++59+@@756L3C,kN[8=U`VOT`V=R`VjAOT`VjAUP=`VOT`V ),kYHK+,1E7C+L6_;hX=N[8=Q`V=R`==P`POA`SS`=AQ`VPO`VPU`V 31++54k@E7C+L?_;N[8V`VU`VV`OU`VV`VV`VV`VU`S X5@+18+;@7/590CC,1: .H)R@<H@1Kg+K,:RS`T .H)R@<2b9 4 G/@+8 j.H)R@<;/C?0@,@7/5,K+5675+1+l071+8+l0,K;K+,1,5;+@7C+8I/1@<+?<,8+8;1/88756@<+Z,117+1` mnopq Attachment 7
939

!"

#$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&<
-'0&.,*+: /=-/=>/=9 ?=- ?=> ?=9@=-@=>@=94=-4=>4=9 -'0&A*0B21+,';2*03 >,'BB26C*D+E&FG:7H8I8JK KL <M JL N<8<JKKM8OLOJJ8JJK8K< P+;+,&C*D+E&FG:7H8I8JK KL <M JL N<8<JKKM8OLOJJ8JJK8K< QR&'DPD*SFG:7:DH8MII8MII8MII8MII8MII8MII8MII8MII8MII8MII8MII8MII 4;*,'1&-&01;7FB;H<<K< I I8K< IOTI I 4;*,'1&-'0&3 8 88 I8 I8 8
>':&,-&01;7FB;HNINININI
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`+&+&F3HIVIIVIIVIIVIIVIIVIIVIIVI IVIIVI Y&;&6;*,8Y&D'5F3HIVIIVIIVIIVIIVIIVIIVIIVI IVIIVI Y&;&6;*,O%*32;2*0FB;HMJMJMJ MJ Y&;&6;*,O42]&FB;HNNN N Y&;&6;*,O>5:&AD^/_AD^/_AD^/_AD^/_ Y&;&6;*,OA7'00&D Y&;&6;*,O/_;&0RF3HIVIIVIIVI IVI >+,0>5:& %&,E@#:E^*G%&,E@#%,*;@#%,*; @#%&,E %,*;&6;&R%7'3&3 J< K <O 8 N %&,E2;;&R%7'3&3 J JK N
abcde
Attachment 7
940

!"

#$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&<
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`ML8OMLNEMLB8MLO8MLC8MLOCML<CML8D [*0;,*IA&I'5 ONLCBDLM88LBCELBN8LEBDLCE`LDBOLE NL8ML8 a+&+&A&I'5 MLMMLMMLMMLMMLMMLMMLMMLM ML8MLM >*;'IA&I'5 ONLCBDLM88LBCELBN8LEBDLCE`LDBOLE NLEML8 -W4 /A=A[ A[ A ## #::,*'67A&I'5BCLBNDLCNELN DL< #::,*'67-W4 AA[ # a+&+&-&01;7CM;7J^;KDN NO 8O B< BD8E8E`<E8O CNM a+&+&-&01;7`C;7J^;K8E`<< B< DM `C8DCNDMGEN8GOEG8 H0;&,0'I-20(A23;J^;KONN<ECCN<NE< >+,0='5-&01;7J^;KCCDC8DCENM ='3&[':'62;5J_:7KE<EBBBCMBNEEBBNEOE8``MND8EEBM8MC< 4;',_';2*0[':9&T+6;0 MMMMM MM M `BM 4:2IIb'6([':9&T+6;0 MMMMM MM M MM 4;*,'1&[':9&T+6;0 MMMMM MM M 9&T+6&T_V69';2*MLN`ML88ML8OML8DMLECMLCOMLC8ML<BML<OML8D H0;&,3&6;2*04+GG',5 #,&'>5:&c W;7&, [56I&-&01;7c8NM #6;+';&T[56I&-&01;7c8NM W^^3&;cNNJECPKd9&^&,&06&T;*:7'3&Ec@=>'0T<c4=>d4;',;*^.,&&0 @';+,'I[56I&c`M [*0;,*I>5:&c#6;+';&TS[**,T20';&T $'Q2G+G_V69';2*cMLOC H0;&,3&6;2*04210'IA&I'5cEML<H0;&,3&6;2*0-W4c[ H0;&,3&6;2*0[':'62;5e;2I2X';2*0OELCPH[e-&_&I*^4&,_26&[ #0'I5323%&,2*TJG20K8C GZ*I+G&^*,`C;7:&,6&0;2I&f+&+&23G&;&,&Tb5+:3;,&'G3210'IL ghijk Attachment 7
941

!"

#$%&'()*+,
--./0120&&,3 45067,*889&:*,; %'1&<
4:=2;3'0>%7'3&3?@?)',A*,B=C>DE'=&062'$&3'
FGHIJ
Attachment 7
942

! "
#
$%&

'()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*@
(.A*B*4? 3C13CD3C= EC1 ECD EC=FC1FCDFC=8C18CD8C= 1+4*G.4H65/0+?6.47 D0+HH6:I.J/B*KA*;L;M<N<O@ @P QR OP SQ<QO@@R<TPTOO<OO@<@Q U/?/0*I.J/B*KA*;L;M<N<O@ @P QR OP SQ<QO@@R<TPTOO<OO@<@Q V46?6+JWKWXMYA*; NNNNNNNNNN NN )*Z[C6,*'Z\K']>XDM<^NN<^NN<^NN<^NN<^NN<^NN<^NN <^NN )+0,645C/7Y'Z\<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN E.0,_.4*`4'>>0.+:;F.F.F. F. 'Z\8+?UJ.aYA*;L;LJ4<@PN<@PN<@PN<@PN<@PN<@PN<@PN<@PN<@PN<@PN<@PN<@PN 'Z\UJ.a=+?*YA*;L;<N<O@ @P QR OP SQ<QO@@R<TPTOO<OO@<@Q )*+,-./0U+:?.0<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN )*0:*4?-*+A9I*;Yb TTTTTTTTTT TT G+>YA*;L; <@NTROSTTTTQ<<T<QOO<R<cS@<RQQTR<PPPPRc '006A*`420**4N^<SN^<SN^<SN^<SN^<SN^<SN^TON^OON^OON^cNN^QNN^QN 8+?UJ.aYA*;L;<T@<<@PN<Q@Q<TQOP<<R@c<P@<c<T<OOS<P@<cQQO<Q@Q 20>I.J/B*KAMYA*;L;<N<O@ @P QR N<<T<QOQNSQ<NTOO<OO@<@Q 20>8+?UJ.aK7MYA*;L;LJ4<T@<<@PN<Q@Q<TQO N<SRc<P@<<PPP<PRN<P@<<PPP<Q@Q W8*0A*K5]7MY7<N^NT^RN^NQ^SN^NP^@R^OTR^<TR^<<O^QOO^P@^S G9:J*WGJ*+0K5]:MY7<P^@T^RN^N@^ON^NP^@R^OTR^<TR^<<O^QOO^P@^S )0.>V41+4* <^NN<^NN<^NNN^Q@<^NNN^TQ<^NN <^NN 1+4*20>G+>K:MYA*;L;<@NTROSTTTTQ NTSSO<RPPRP@QQTR<PPPPRc ILG=+?6.KdM N^QSN^<SN^<ON^TSN^NNN^OTN^cPN^SQN^SQN^OSN^@<N^Tc 'A+6JG+>K:]+MYA*;L;T@OOOSPQ<cTP NONOO<RPPRP@QQTR<PPPPRc -G()J+?..4=+?6.<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN e>7?0*+BU6J?*0KVM<^NN<^NN<^NN<^NNN^NN<^NN<^NN<^NN<^NN<^NN<^NN<^NN e46H.0Bf*J+9KZMY7LA*;QP^QOP^OTQ^OQ<^NN^NOR^QO<^ST@^PT@^PcP^TTP^O<@^O V4:0f*J+9KZTMY7LA*;T^PN^cN^<N^SN^N<^<N^QO^TO^<N^S O^TN^P V46?6+JWf*J+9KZcMY7LA*;N^NN^NN^NN^NN^NN^NN^NN^NN^NN^N N^NN^N b6J*C+:,`HWKQNbMYA*;LJ4c^O<^O<^@<^@N^Nc^OO^<<T^S<T^SS^c<@^Pc^T e4765^(.A*B*4?f*J+9Y7LA*; 1420>f*J+9KZMY7LA*;SN^TOP^PTQ^QQ<^PN^NQN^QOT^TcT^@cT^@cP^Rc<^P<R^< 1420>1`8 3fGf'ffGGf GC '>>0.+:;I.JYA*;L;TcS<P<<<PN<@PP '>>0.+:;f*J+9Y7LA*;OO^RQN^RcO^Nc<^T '>>0.+:;1`8 ffG G D6B*0['77654*Z);7 <T OQS @ );7f/0+?6.4K2ghg=:MY7OT^SST^NTQ^OcO^SPN^NTQ^O G;+45*)*06.ZKhg=:MY7O^NQ^NQ^NO^NQ^NQ^N (+i20**48*??645K2B+iMY7T@^NQP^Nc<^NTN^NSQ^Nc<^N (+iWGJ*+0D6B*K5]:gV<MY7<S^Qc<^<<R^@<<^OOS^P<N^O 20**43i?D6B*K>]:MY7N^QS^cN^SN^T<N^cN^@ V4?*07*:?6.48/BB+09 -G(S?;G?0Jf*J+9cO^< -G(S?;1`8 G jklmn
Attachment 7
943

!
"#

$%&
" '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*@
1+4*20./> 3A13AB3A= CA1 CAB CA=DA1DABDA=8A18AB8A= 1+4*E.4F65/0+?6.47 B0+FF6:G.H/I*JK>;LM<NO @PPQ<<R<POSS<TM@O@ORT<ORONT U/?/0*G.H/I*JK>;LM<NO @PPQ<<R<POSS<TM@O@ORT<ORONT
VW*+HUH.XJK>;>HL<@TT<@TT<@TT<@TT<@TT<@TT<@TT<@TT<@TT<@TT<@TT<@TT 8?.0+5*1*45?;JF?LNM T T T@M T<OT <OT 8?.0+5*1+4*7 < << << << < B+>*01*45?;JF?LRTRTRTRT
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`*0.F]*?*:?.07 <S<<S<<S<< S< ]*?*:?.0B*I>H+?*1*F?B;0/=65;?1*F?B;0/=65;?1*F?B;0/=65;?1*F?B;0/=65;? 1*+W645]*?*:?.0JF?LST<TTSTST<TTSTST<TTSTST<TTST B0+6H645]*?*:?.0JF?L TTTTTTTTTT TT ]*?*:?.0<).76?6.4JF?L TTTTTTTTTT ]*?*:?.0<86a*JF?LST RSTST RSTST RSTST RST ]*?*:?.0<B9>*EHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3cEHb3c ]*?*:?.0<E;+44*H ]*?*:?.0<3c?*4WJ7LTZTTZTTZTTZTTZTTZTTZTTZTTZTTZT TZTTZT ]*?*:?.0<d/*/*J7LTZTTZTTZTTZTTZTTZTTZTTZTTZTTZT TZTTZT ]*?*:?.0<]*H+9J7LTZTTZTTZTTZTTZTTZTTZTTZTTZTTZT TZTTZT ]*?*:?.0S).76?6.4JF?L@O@O@O @O ]*?*:?.0S86a*JF?LRRR R ]*?*:?.0SB9>*EHb3cEHb3cEHb3cEHb3c ]*?*:?.0SE;+44*H ]*?*:?.0S3c?*4WJ7LTZTTZTTZT TZT B/04B9>* 8>H6?D')*0I8>H6?D')*0I)0.?D'U0**)0.? D')*0I )0.?*:?*W);+7*7 OO NN MS < R )*0I6??*W);+7*7 O NU0**R efghi
Attachment 7
944

!
"#

$%&
" '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*<@
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`X(+VD.4*`X(+V`X(+V C+N,B6L*O7PUQ@UQ@UQ@UQ@ UQ@UQ@ aN+7;E.4?C+N,O7PIFQ@IFQ@IFQ@<<Q@<GQ@<GQ@ )*Y*7?06+4`+NN7Ob[;0P HHH H HH ':?3cc:?20**4O7PUQ@UQ@UQ@RUQRRUQRRUQRJQ@HTQT<R@Q@GQGJFQUJFQU ':?/+?*Y5[`=+?6.@Q@H@Q@H@Q@H@QIT@QIT@QIT@Q@H@QFJ<Q@@@Q@U@QH@@QH@ d[:=+?6. @QHF@QGF@Q@F@QTI@QTI@QR@@QIU@QJH@QR<@QH@@QGR@Q<@ `.4?0.NE*N+9 G@QJ<<FQG@QRJTQJJTQJJQGHHQJI@QH@QHGUQRIJQ<HQ@ e/*/*E*N+9 @Q@@Q@@Q@@Q@@Q@@Q@@Q@@Q<@Q@@Q@ @Q<@Q@ B.?+NE*N+9 G@QJ<<FQG@QRJTQJJTQJJQGHHQJI@QJ@QHGUQRIJQIHQ@ 1\8 aa'33'3`'a `' '>>0.+:;E*N+9THQJHTQR<FQGIUQF '>>0.+:;1\8 a3A ` e/*/*1*45?;H@?;Oc?PFRUI @RU<RUU R<TFIF @HIF@RH e/*/*1*45?;TH?;Oc?PbTHb<U@ @bHJTbHUFHJFJIUI I<@IbUURIT M4?*04+N164,E67?Oc?PUT<THTI@@IGR B/04A+91*45?;Oc?PGHTH<F@ <F@ A+7*`+>+:6?9Od>;PTH<@@I<IH@FH<<HTRG<<JR<<HGR<RJ<UJIGRT 8?+0d+?6.4`+>=*Y/:?4 @ @ @ @ @ @ @FU@@ @@ 8>6NNf+:,`+>=*Y/:?4 @@@@@@@@@@ <U@ 8?.0+5*`+>=*Y/:?4 @@@@@@@@@@ @@ =*Y/:*Yd[:=+?6.@QHF@QGF@Q@F@QGG@QGG@QIT@QIU@QJU@QR<@QFF@QGF@Q<@ M4?*07*:?6.48/LL+09 '0*+B9>*g \?;*0 `9:N*1*45?;g<R@ ':?/+?*Y`9:N*1*45?;g<R@ \cc7*?g<I@OTISPh=*c*0*4:*Y?.>;+7*IgDAB+4YJg8ABh8?+0?.c20**4 D+?/0+N`9:N*g<@@ `.4?0.NB9>*g':?/+?*YX`..0Y64+?*Y (+V6L/Ld[:=+?6.g@QTI M4?*07*:?6.48654+NE*N+9gRIQTM4?*07*:?6.41\8g` M4?*07*:?6.4`+>+:6?9i?6N6]+?6.4GGQRSM`i1*d*N.c8*0d6:*3 '4+N9767)*06.YOL64P<H bTH?;>*0:*4?6N*d.N/L**V:**Y7:+>+:6?9hj/*/*L+9f*N.45*0Qklmnm Attachment 7
945

!
"#

$%&
" '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*<<
@/*/*7;.A467B+C6B/B+D?*0?A.:9:E*7F 8>E6?7+4G);+7*7HIH-+0J.0KELGMN+EE*9N6*AOK0*+KELG PQRST
Attachment 7
946

! "#
$
%&'

' ()

% *+,-./0123
44567897--3: ;<7=>31??@-A13B ,.8-?C
+1D-E-7B 6F46FG6F@ HF4 HFG HF@IF4IFGIF@;F4;FG;F@ 4.7-J17K9823.B917: G3.KK9=L1M2E-ND->O>PQ?RS TUUV??W?USCC?XQTSTSWX?SWSRX Y2B23-L1M2E-ND->O>PQ?RS TUUV??W?USCC?XQTSTSWX?SWSRX
Z79B9.M[N[\P]D-> XXXXXXXXXX XX ,-^_F9/-*^`N*aA\GP?bXX?bXX?bXX?bXX?bXX?bXX?bXX ?bXX ,.3/978F2:]*^`?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX H13/c17-d7*AA31.=>I1I1I1 I1 *^`;.BYM1e]D->O>OM7?RUX?RUX?RUX?RUX?RUX?RUX?RUX?RUX?RUX?RUX?RUX?RUX *^`YM1e@.B-]D->O>Q?RS TRQW X XCC?XQT XWX?SWSRX ,-./0123Y.=B13?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX ,-3=-7B0-.D<L->]f CCCCCCCCCC CC J.A]D->O> TW?X?RQTVTX ?VS?UQVUU?W?VU?T *339D-d753--7XbXQXbXQXbXQXbCWXbXXXbXXXbXUXbSTXbXXXbXSXbSQXbSQ ;.BYM1e]D->O>?UR??RUX?QRQVQWV X?QRQ?UR?VQQS?QRQ?UR?VQQS?QRQ 53AL1M2E-NDP]D->O>Q?RS TRQW X XCC?XQT XWX?SWSRX 53A;.BYM1eN:P]D->O>OM7?UR??RUX?QRQ?UR? X?QRQ?UR??UUU?QRQ?UR??UUU?QRQ [;-3D-N8a:P]:VbWQbRXbUVXbVXbXXbX?bQCRbXXbXSbVSTbUVbR J<=M-[JM-.3N8a=P]:VbWQbRXbUVXbVXbXXbX?bQCRbXXbXSbVSTbUVbR ,31AZ74.7- ?bXX?bXX?bXX?bXX?bXX?bXX?bXX ?bXX 4.7-53AJ.AN=P]D->O>TW?X?RQTVTX ?VS?UQVUU?W?VU?T LOJ@.B91NgP XbQVXbRVXb??XbT?XbXXXb?WXbWXXbURXbT?Xb?? *D.9MJ.AN=a.P]D->O>TW?X?RQ?XWTX ?VS?UQV?VU?W?VU?T 0J+,M.B117@.B91?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX?bXX hA:B3-.EY9MB-3NZP?bXX?bXX?bXX?bXXXbXXXbXX?bXX?bXXXbXX?bXX?bXX?bXX h79K13Ei-M.<N^P]:OD->QTbTWXbTQRbQSWbSXbXXbXQWbVCVbRXbXW?bWVVbXCXbS Z7=3i-M.<N^CP]:OD->QbQSCbSXbQ?XbUXbXXbXXbW?bWXbX?QbV TbXXbV Z79B9.M[i-M.<N^VP]:OD->XbXXbXXbXXbXXbXXbXXbXXbXXbXXbX XbXXbX f9M-F.=/dK[NQXfP]D->OM7?bRSbXXbV?SbSXbXXbXXbU??bRXbXCbCC?bT?bS h7:98b+1D-E-7Bi-M.<]:OD-> 4753Ai-M.<N^P]:OD->WQbS?XVbVQTb?QUb?XbXXbXQWbTCQbVXbXUWbRSCbXCXbU 4753A4d; 6Y66* 6J 6 iJ *AA31.=>L1M]D->O>?SSRQW?XR??WXS *AA31.=>i-M.<]:OD->RUb?QUb?CWbXSCbC *AA31.=>4d; Y6J i G9E-3_*::987-^,>: ?C SQW R ,>:i23.B917N5jkj@=P]:TbWWTb??CbX?SbUWSbXVTbV J>.78-,-391^Nkj@=P]:SbXQbXQbXQbXlQQbX +.m53--7;-BB978N5E.mP]:?XbXQQbXUbXWbXlQTVTbX +.m[JM-.3G9E-N8a=jZ?P]:WbVVXbXUbRVbQQ?bUVCbV 53--76mBG9E-NAa=P]:XbXRbCXbXXbXQbXCbX Z7B-3:-=B917;2EE.3< 0J+WB>JB3Mi-M.<SCbU 0J+WB>4d; i I1B-: h:-3.AA31D-^D1M2E-\.M.7=978.E178B>-M.7-:K13B237978E1D-E-7Bb l0J+WB>=1EA2B.B917.M-7897-3-n293-:-n2.M=M-.3.7=-B9E-:K13B>-A>.:-:=31::978B>-\.339-3b h7:987.M9o-^i-M.<K13pIF@]HF@q9:-m=M2^-^K31E=.M=2M.B917:1KB>-.AA31.=>^-M.<.7^97B-3:-=B917^-M.<b rstuv Attachment 7
947

!"#

$ % &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4);?
0*3)1/-.= @A0 @A<BACBA<7A07AC 0*3)D-3E54./*>5-36 C/*EE59F-G.H)IJ=:K L L;MNO L L;LPO Q.>./)F-G.H)IJ=:K L L;MNO L L;LPO RS)*GQG-TIJ=:=GK;OUU;OUU;OUU;OUU;OUU;OUU 7>-/*4)0)34>:IE>K UU MUUMLU 7>-/*4)0*3)6 ;U ;; C*=)/0)34>:IE>KVUVU 0*3)W>5GXQ*9>-/;XUU;XUUUXOL;XUU;XUUUXOL Q/> UXO?MUXPLU QG>(/->)9>)S UXONVUXOLU 7*>SXQG-TI=/->K;VOY U?L?O;LP?;NNU?L?O QG>()/H5>>)S UXONVUXM;? 7*>SXQG-TI=)/HK;VOY U?L?O;LP??ON?L?O <54:>C./3-3<)SZ)6Z)6 7*>SXQG-TI<C[<KL L 053+7=))SIH=:K?U?U?U 053+\56>*39)IE>KYPYOVU;;O; C/*J)GC5H)I6K;;XUM;XPMNX; ()*+,-./Q*9>-/;XUU;XUU;XUU;XUU;XUU;XUU &S]XQG-TIJ=:K L L;MNO L L;LPO 7:*/)S0*3)C/*EE59I^K 0*3)1/-.=QG-TIJ=:K;U U;MNO L L;LPO 23>)/AG-9+)SR3>)/6)9>5-3B- B- B- B- B- B0*3)&G543H)3>0)E><54:>0)E><54:>0)E>0)E> ')S5*3@5S>:IE>K;M;M;M 053+[EE6)>IE>K UU U D/-66T*G+@5S>:IE>K;V;V;V
CT-T*80)E>C./30*3) ,)*ST*8Q*9>-/;XUU;XUU;XUU;XUU;XUU;XUU C./35347=))SIH=:K;L O O;L B.H_)/-E\)>)9>-/6 ; M;;M \)>)9>-/C)H=G*>)0)E>C:/.<54:>0)E>C:/. 0)*S534\)>)9>-/IE>KMU;UUMUMU;UU C/*5G534\)>)9>-/IE>K U UUUU \)>)9>-/;(-65>5-3IE>K U UUUU \)>)9>-/;75`)IE>KMU VMUMUV \)>)9>-/;C8=)DGa2bDGa2bDGa2bDGa2bDGa2b \)>)9>-/;D:*33)G \)>)9>-/;2b>)3SI6KUXUUXUUXUUXUUXU \)>)9>-/;c.).)I6KUXUUXUUXUUXUUXU \)>)9>-/;\)G*8I6KUXUUXUUXUUXUUXU \)>)9>-/M(-65>5-3IE>KOYOY \)>)9>-/M75`)IE>K VV \)>)9>-/MC8=)DGa2bDGa2b \)>)9>-/MD:*33)G \)>)9>-/M2b>)3SI6KUXUUXU C./3C8=) (/->B&()/H()/HB& (/->)9>)S(:*6)6 ?M V ()/H5>>)S(:*6)6M V
defgg
Attachment 7
948

!"#

$ % &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4);?
0*3)1/-.= @A0 @A<BACBA<7A07AC D)>)9>-/(:*6) E FFGG 7H5>9:(:*6) '535I.IJ35>5*KL6MGNOGNOGNOGNOGNO '535I.I7=K5>L6M;;NO;;NO;;NO;;NO;;NO C->*K7=K5>L6M ;ENO;;PNO;;PNO;;PNO;;PNO C->*K7=K5>LQM;ONOQRONOQRONOQRONOQRONOQ '*S5I.I1/))3L6MTNO;;FNO;;FNO;;FNO;;FNO U)KK-HC5I)L6M?NO?NO?NO?NO?NO &KKV<)WC5I)L6M;NO;NO;NO;NO;NO 0-6>C5I)&WX.6>L6MONOONOONOONOONO C->*K0-6>C5I)L6MYNOYNOYNOYNOYNO 0)*WZ0*4 0)*WV0*4[=>5I5\)] ^):59K)2S>)365-3L6MENOENOENOENOENO <)9*KK'-W) B-3)_V'*S_V'*S_V'*S_V'*S &9>2``9>1/))3L6MGN?;FGNY;FGNY;FGNY;FGNY &9>.*>)W4Z_<*>5-ONOYONRPONRPONRPONRP aZ9<*>5- ON;;ONEPONOOONO;ON?G _-3>/-KD)K*8 ?GN;ONTONF;NGFN; b.).)D)K*8 ONOONOONOONOONO C->*KD)K*8 ?GN;ONTONF;NGFN; 0[7 D &&&& &==/-*9:D)K*8?GN;ONTFNO &==/-*9:0[7 D& & b.).)0)34>:YO>:L`>M? ;POO; :RY>:L`>MFEFTIOI;E?P J3>)/3*K053+D56>L`>M?O?TTO;;;; C./3A*80)34>:L`>MFOOFYO A*6)_*=*95>8La=:M;OTE???;Y?;ETGE??? 7>*/a*>5-3_*=<)W.9>3 O OOOO 7=5KKc*9+_*=<)W.9>3 O OOOO 7>-/*4)_*=<)W.9>3 O OOOO <)W.9)WaZ9<*>5-ONORONEPONOOONO;ON?G J3>)/6)9>5-37.II*/8 &/)*C8=)d [>:)/ _89K)0)34>:d;EO &9>.*>)W_89K)0)34>:d;EO [``6)>dOLOQMe<)`)/)39)W>-=:*6)FdBAC*3WGd7AC0e7>*/>-`1/))3 B*>./*K_89K)d?O _-3>/-KC8=)d&9>.*>)WV_--/W53*>)W '*S5I.IaZ9<*>5-dON?G J3>)/6)9>5-37543*KD)K*8d;NGJ3>)/6)9>5-30[7d& J3>)/6)9>5-3_*=*95>8f>5K5\*>5-3YPNEQJ_f0)a)K-`7)/a59)A &3*K8656()/5-WLI53M;Y I^-K.I)`-/RY>:=)/9)3>5K)g.).)56I)>)/)Wc8.=6>/)*I6543*KN 7=K5>6*3W(:*6)6d?d,*/c-/AKaWhi.>./)D-4(*/+ jklmn Attachment 7
949

!
"
#
$%&'

( )*+,-./012
33456786,,29 :;6<=20>>?,@02A +-7,>B
*0C,D,6A EF3 EF?GFHGF?:F3:FH 3-6,I06J8712-A8069 H2-JJ8<K0L1D,MC,=N=O B B>PQR B B>BSR T1A12,K0L1D,MC,=N=O B B>PQR B B>BSR U68A8-LVMVWOXC,= YYYYYY +,Z[F8.,)Z\M)]@WHO>^YY>^YY>^YY>^YY +-2.867F19X)Z\>^YY>^YY>^YY>^YY>^YY>^YY E02._06,`6)@@20-<=G0G0G0 )Z\:-ATL0aXC,=N=NL6>SQY>SQY>SQY>SQY>SQY>SQY )Z\TL0a?-A,XC,=N= B B>PQR B B>BSR +,-./012T-<A02>^YY>^YY>^YY>^YY>^YY>^YY +,2<,6A/,-C;K,=Xb PPPPPP I-@XC,=N= >P>PcPPQ>dcRdPdcPPQ )228C,`642,,6Y^YPY^YPY^R>Y^R>Y^R>Y^R> :-ATL0aXC,=N=QQYQQYcedQ>BSBdcYcedQ 42@K0L1D,MCOXC,=N=>> Y>PQR B B>BSR 42@:-ATL0aM9OXC,=N=NL6>eRc Y>QQQ>BSBdcY>QQQ V:,2C,M7]9OX9Y^SY^Ye^QY^YY^PR^Q I;<L,VIL,-2M7]<OX9Y^SY^Ye^QY^Ye^RR^Q +20@U63-6, Y^dBY^dB>^YY>^YY 3-6,42@I-@M<OXC,=N=Pe YcPPQ>dcRdPdcPPQ KNI?-A80MfO Y^dcY^YYY^dYY^YYY^Y>Y^dR )C-8LI-@M<]-OXC,=N=>Yd YcPPQ>dcRdPdcPPQ /I*+L-A006?-A80>^YY>^YY>^YY>^YY>^YY>^YY g@9A2,-DT8LA,2MUO>^YYY^YY>^YY>^YY>^YY>^YY g68J02Dh,L-;MZOX9NC,=ec^BY^YY^RY^e>^d>^Y U6<2h,L-;MZPOX9NC,=>>^YY^YY^dY^YY^>Y^B U68A8-LVh,L-;MZcOX9NC,=Y^YY^YY^YY^YY^YY^Y b8L,F-<.`JVMBYbOXC,=NL6Y^dY^YY^eY^YY^YY^R g6987^*0C,D,6Ah,L-;X9NC,= 3642@h,L-;MZOX9NC,=Qd^dY^Y>^PY^e>^d>^B 3642@3`: 5))))) )@@20-<=K0LXC,=N=>>>PSd>BRd )@@20-<=h,L-;X9NC,=Qd^d>^P>^B )@@20-<=3`: 5) ) H8D,2[)99876,Z+=9 P eS +=9h12-A806M4iji?<OX9>Pc^Y>Pc^YQ^Y I=-67,+,280ZMji?<OX9B^YB^YB^Y *-k42,,6:,AA867M4D-kOX9>>P^Y>>P^YS^Y *-kVIL,-2H8D,M7]<iU>OX9S^Q>>^QP^S 42,,65kAH8D,M@]<OX9>d^SPc^cY^Y U6A,29,<A806:1DD-2; /I*eA=IA2Lh,L-;>^Q /I*eA=3`: ) lmnop
Attachment 7
950

!"#
$%&'()*+

)(' ,-./012345
66789:;9//5< =>9?@53AAB/C35D .0:/AE
609/7534C 8F68FG8FB HF6 HFG HFBIF6IFGIFB=F6=FG=FB 609/J39K;:450D;39< G50KK;?L3M4N/OPC@QRS TT RT TU AT VU SWAREAUUEUTTRTRX Y4D45/L3M4N/OPC@QRS TT RT TU AT VU SWAREAUUEUTTRTRX
Z[/0MYM3\OPC@CMQAXWWAXWWAXWWAXWWAXWWAXWWAXWWAXWWAXWWAXWWAXWWAXWW =D350:/6/9:D@OKDQ W WW EVXV WAWW W =D350:/609/< W WW AA WA G0C/56/9:D@OKDQEWEWEWEW
609/]D;M^Y0?D35A^WWA^WWA^WWA^WWA^WWA^WWA^WWW^XAW^XAA^WWW^XVW^XV Y5D W^XRXW^SVWW^XX_W^XX_ YMD.53D/?D/[ W^X_XW^XESW^XVWW^XVW =0D[^YM3\OC53DQW A_UA W WASWUAVSUA__WVW_W WA__WUVTXW YMD./5N;DD/[ W^SRVW^_RUW^WRUW^AVR =0D[^YM3\OC/5NQ WARXR W WAUSRAVSUSWVW_W WTS_UVTXW B;:@DG45939B/[`/<`/<`/< `/< =0D[^YM3\OBGaBQARVUE R 6;91=C//[ONC@QTVTVUV UV 6;91b;<D09?/OKDQRT__SATUVRW_ G50P/MG;N/O<QAA^ETA^UR^E _^X ./012345Y0?D35A^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WW ,[c^YM3\OPC@QRS TT RT TU AT VU SWAREAUUEUTTRTRX =@05/[609/G50KK;?OdQ 609/7534CYM3\OPC@Q WAAT W WUV VU SWARXR WEUTTXAW 89D/5FM3?1/[Z9D/5</?D;39I3 I3 I3 I3 I3 I3 I3 I3 I3 I3 I3I3 609/,M;:9N/9D6/KD6/KDB;:@D6/KD6/KDB;:@D6/KD6/KDB;:@D6/KD6/KDB;:@D -/[;09H;[D@OKDQ W WAT AT 6;91aKK</DOKDQ WWW W J53<<\0M1H;[D@OKDQAEAEAE AE G\3\0>6/KDG459609/ 2/0[\0>Y0?D35A^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WWA^WW G459;9:=C//[ONC@QEWEWEWEWEWEWEW EW I4Ne/53Kb/D/?D35< AT ATAAT A T b/D/?D35G/NCM0D/6/KDG@546/KDG@54B;:@D6/KDG@546/KDG@54 6/0[;9:b/D/?D35OKDQTWAWWTWAWWTWTWAWWTWAWW G50;M;9:b/D/?D35OKDQ WW WWWWW W W b/D/?D35A.3<;D;39OKDQ WW WWWWW W b/D/?D35A=;f/OKDQTW E TW E TWTWE TW E b/D/?D35AG>C/JMg8hJMg8hJMg8hJMg8hJMg8hJMg8hJMg8hJMg8hJMg8h b/D/?D35AJ@099/M b/D/?D35A8hD/9[O<QW^WW^WW^WW^WW^WW^WW^WW^W W^W b/D/?D35Ai4/4/O<QW^WW^WW^WW^WW^WW^WW^WW^W W^W b/D/?D35Ab/M0>O<QW^WW^WW^WW^WW^WW^WW^WW^W W^W b/D/?D35T.3<;D;39OKDQXRXRXR XR b/D/?D35T=;f/OKDQEEE E b/D/?D35TG>C/JMg8hJMg8hJMg8hJMg8h b/D/?D35TJ@099/M b/D/?D35T8hD/9[O<QW^WW^WW^W W^W G459G>C/ ./5NI,./5NI,./5N./5NI,./5N I, .53D/?D/[.@0</< RST E ./5N;DD/[.@0</< R S ST E jklmn
Attachment 7
951

!"#
$%&'()*+

)(' ,-./012345
66789:;9//5< =>9?@53AAB/C35D .0:/AE
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`60: 6/0^]60:aCD;P;b/c d/@;?R/8[D/9<;39S<TWUVWUVWUVWUVWUVWUVWUVWUV WUV B/?0RR-3^/ I39/I39/I39/I39/I39/e]-0[e]-0[e]-0[e]-0[ H0R1G;P/S<TEUVEUVEUVEUVEUVEUVEUVEUV EUV fR0<@J39DH0R1S<TMAUVMAUVMAUVMAUVMAUVAKUVAKUVAKUVAKUV ./^/<D5;09e0RR<Sg`@5T ZZ ZZZZZ Z Z ,?D8hh?D75//9S<TAZUKAZUKAZUKAVKUNAVKUNAVKUNAVKUN ,?D40D/^:`eB0D;3VUAMVUAMVUAMVULVVULVVULVVULV i`?B0D;3 VUZXVUMAVUMWAUMZVUWEVUMEVULA e39D53RJ/R0> ZLUZZAUKAWUEMVKUMWUMMUZ WUN j4/4/J/R0> VUVVUVVUVVUVVUVVUV VUV G3D0RJ/R0> ZLUZZAUKAWUEMVKUMWUMMUZ WUE 6a= 8J F f , , , ,CC530?@J/R0>ZLUZMLUEAWUK WUN ,CC530?@6a= 8eF ,
j4/4/6/9:D@ZVD@ShDTLVML VkLKEEA AV j4/4/6/9:D@XZD@ShDTAMXZKWZPgAEVAVNPZMXL Q9D/590R6;91J;<DShDTWKEEVAAZZWME G459F0>6/9:D@ShDTNZXZAVV F0</e0C0?;D>SiC@TWWMMXLWLMNKKVLVMWVMLKV =D05i0D;39e0CB/^4?D9 V VVVV V N =C;RRl0?1e0CB/^4?D9 V VVVV V ML =D350:/e0CB/^4?D9 V VVVV V V B/^4?/^i`?B0D;3VUWKVUAMVUAKAUMZVUWEVUMEVULA Q9D/5</?D;39=4PP05> ,5/0G>C/m aD@/5 e>?R/6/9:D@mAWV ,?D40D/^e>?R/6/9:D@mAWV ahh</DmLESNEYTnB/h/5/9?/^D3C@0</MmIFG609^Nm=FG6n=D05D3h75//9 I0D450Re>?R/mAMV e39D53RG>C/m,?D40D/^]e335^;90D/^ -0[;P4Pi`?B0D;3mAUMZ Q9D/5</?D;39=;:90RJ/R0>mXUKQ9D/5</?D;396a=m, Q9D/5</?D;39e0C0?;D>oD;R;b0D;39LEUXYQeo6/i/R3h=/5i;?/8 ,90R><;<./5;3^SP;9TAZ kd3R4P//[?//^<?0C0?;D>np4/4/;<D@/35/D;?0RR>;9h;9;D/U qrstu Attachment 7
952

!"#
$%&'()*+

)(' ,-./012345
66789:;9//5< =>9?@53AAB/C35D .0:/AE
F4/4/<@3G9;<H0I;H4H0JD/5DG3?>?K/<L MNOD@C/5?/9D;K/P3K4H//I?//Q<?0C0?;D>RS4/4/H0>T/K39:/5L F4/4/<@3G9;<H0I;H4H0JD/5DG3?>?K/<L HU3K4H/J35NOD@C/5?/9D;K/S4/4/;<H/D/5/QT>4C<D5/0H<;:90KL =CK;D<09Q.@0</<VOV205T35WKPQXB0KC@Y<ZG>[8U0KK/>U;/GZ5 \]^_`
Attachment 7
953

!
"
#
$%&

'()*+,-

- *) ./01234567
889:;<=;117> ?@;AB75CCD1E57F 02<1CG
/5H1I1;F :J8:JK:JD LJ8 LJK LJDMJ8MJKMJD?J8?JK?JD 82;1N5;O=<672F=5;> K72OO=AP5Q6I1RH1BSBTUV WW UW WX CW YX VZCU[CXX[XWWUWUG \6F671P5Q6I1RH1BSBTUV WW UW WX CW YX VZCU[CXX[XWWUWUG ];=F=2Q^R^_T`H1B ZZZZZZZZZZ ZZ 01abJ=31.acR.dE_KTCeZZCeZZCeZZCeZZCeZZCeZZCeZZ CeZZ 0273=;<J6>`.acCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZ L573f5;1g;.EE752ABM5M5M5 M5 .ac?2F\Q5h`H1BSBSQ;CViZCViZCViZCViZCViZCViZCViZCViZCViZCViZCViZCViZ .ac\Q5hD2F1`H1BSBUV WW UW WX CW YX VZCU[CXX[XWWUWUG 01234567\2AF57CeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZ 017A1;F412H@P1B`j WWWWWWWWWW WW N2E`H1BSB GW XY YWCC[YWCXVCUYUWG[GiXWiWGiX[Y .77=H1g;9711;ZeZGZeZGZeZGZeZGZeZGZeZGZeVUZeVUZeVUZeVUZeVUZeVU ?2F\Q5h`H1BSBYGGUZY[ZWVCCYG[CYVYC[WYCXiCC[XYWXYY[ii 97EP5Q6I1RHT`H1BSBCCW Z Z XY Z YXVZG[VYW[[XCCC[CCiY 97E?2F\Q5hR>T`H1BSBSQ;C[Z[ Z ZCUZi ZCYVYC[WCiZWCVUGXYWCiiiCVY[ ^?17H1R<d>T`>[eZZeZZeZZeZZeZUeCY[eGVeYVeY[eYX[eZX[ei N@AQ1^NQ127R<dAT`>VeVZeZZeZWeVZeZUeCGXe[VeYVeYCUeGX[eZX[ei 075E];82;1 ZeUXZeXiZe[[CeZZCeZZZeZ[CeZZ ZeZU 82;197EN2ERAT`H1BSBCiG Z ZC[V ZCXVCUYWVUiCYUiXWiCUV[CYYW PSND2F=5RkT Ze[XZeZZZeZZZeWCZeZZZeXVZeYYZeXUZeXUZeCGZeiYZei[ .H2=QN2ERAd2T`H1BSBXiV Z ZXYG ZXUCCUYWVUiCYUiXWiCUV[CYYW 4N/0Q2F55;D2F=5CeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZ lE>F712I\=QF17R]TCeZZZeZZZeZZCeZZZeZZCeZZCeZZCeZZCeZZCeZZCeZZCeZZ l;=O57Im1Q2@RaT`>SH1BYVeCZeZZeZYYeUZeZY[eCWYe[WeUWeUUeC UeiUei ];A7m1Q2@RaWT`>SH1BXe[ZeZZeZZe[ZeZCeVCUeXZeXZe[CeX XeYXeY ];=F=2Q^m1Q2@RaXT`>SH1BZeZZeZZeZZeZZeZZeZZeZZeZZeZZeZ ZeZZeZ j=Q1J2A3gO^RYZjT`H1BSQ;XeVZeZZeZCeCZeZCeiWe[WeZWeXZeY GeGCZeY l;>=<e/5H1I1;Fm1Q2@`>SH1B 8;97Em1Q2@RaT`>SH1B[Ce[ZeZZeZY[eZZeZYieVXGeGWeVXeZYeY VeWVeW 8;97E8g? :..:.:m... .. .EE752ABP5Q`H1BSBCCWVVCYiUWXYU .EE752ABm1Q2@`>SH1B[Ce[YieCUei VeW .EE752AB8g? ::. .

K=I17b.>>=<;1a0B> WU[V 0B>m672F=5;R9nonDAT`>CCXeiC[eXCCXeiC[eX NB2;<1017=5aRonDAT`>YeZYeZYeZYeZ /2p9711;?1FF=;<R9I2pT`>GWeZWVeZGWeZWVeZ /2p^NQ127K=I1R<dAn]CT`>GYe[CZeVXVei[eC 9711;:pFK=I1REdAT`>ZeZZeYXGeCZeX ];F17>1AF=5;?6II27@ 4N/[FBNF7Qm1Q2@GeU 4N/[FB8g? . qrstu
Attachment 7
954

!
"#$
%" &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4)?@
0*3)1/-.= 2A02AB2A< CA0 CAB CA<DA0DABDA<7A07AB7A< 0*3)E-3F54./*>5-36 B/*FF59G-H.I)JK=:L;M;MNMOPO;NPQNN;@;;@R?QONOR;PR?;R S.>./)G-H.I)JK=:L;M;MNMOPO;NPQNN;@;;@R?QONOR;PR?;R
TU)*HSH-VJK=:=HL;R@@;R@@;R@@;R@@;R@@;R@@;R@@;R@@;R@@;R@@;R@@;R@@ 7>-/*4)0)34>:JF>L;O@;OP?@@ @?@P @O@@ ;NP 7>-/*4)0*3)6 ; ;; ;; @? ; B*=)/0)34>:JF>LN@N@N@N@
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`)JF>L?@ N?@?@ N?@?@N ?@ N?@ \)>)9>-/;B8=)EHa2bEHa2bEHa2bEHa2bEHa2bEHa2bEHa2bEHa2bEHa2bEHa2bEHa2b \)>)9>-/;E:*33)H \)>)9>-/;2b>)3UJ6L@X@@X@@X@@X@@X@@X@@X@@X@@X@ @X@@X@ \)>)9>-/;c.).)J6L@X@@X@@X@@X@@X@@X@@X@@X@@X@ @X@@X@ \)>)9>-/;\)H*8J6L@X@@X@@X@@X@@X@@X@@X@@X@@X@ @X@@X@ \)>)9>-/?(-65>5-3JF>LRQRQRQ RQ \)>)9>-/?75`)JF>LNNN N \)>)9>-/?B8=)EHa2bEHa2bEHa2bEHa2b \)>)9>-/?E:*33)H \)>)9>-/?2b>)3UJ6L@X@@X@@X@ @X@ B./3B8=) ()/ID&()/I()/ID&=Ia-K(/->D&(/-> D&()/I (/->)9>)U(:*6)6 Q Y;P? ; N ()/I5>>)U(:*6)6 Q QY Y N
defgf
Attachment 7
955

!
"#$
%" &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4)?;
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`Y:/N GGGGG G GG &9>2aa9>1/))3M6N;bOP;bOP;bOP;bOP;bOPGROP;?OPHEOPQQOPFGOPFGOP &9>.*>)W4Y^<*>5-PO;GPO;GPO;GPO;GPO;GPOEEPOPbPOEbPO?GPOHGPOHG cY9<*>5- PO;EPOHGPO?EPOEFPOH;POHGPOH?POHHPORQPOHbPOP? ^-3>/-LD)L*8 ERO;H?O?HOGHQOPHPO;?bOPRQO;?FO?QHOP FO;PO? d.).)D)L*8 POPPOPPOPPOPPOPPOPPOPPOPPOP POQPOP A->*LD)L*8 ERO;H?O?HOGHQOPHPO;?bOPRQO;?FO?QHOP FOGPO? 0Z7 D2&22^2^ D && &==/-*9:D)L*8EGObQbO;Q;OF;HO? &==/-*9:0Z7 DD^ @ d.).)0)34>:GP>:Ma>N;Q;EE PE?;QE?RRFQQGR??R;FPP d.).)0)34>:bG>:Ma>NQQ;bR?RRF;FGQ?E;EQGQPQPGERPJP K3>)/3*L053+D56>Ma>NGHRRPHGRbE?E A./3@*80)34>:Ma>N;QP;QG?PP?PGQPP ;HG @*6)^*=*95>8Mc=:N;bGEEEEER;FPEEER??;b?;RQ?FR;?Q;Q;PG? 7>*/c*>5-3^*=<)W.9>3 P P P P P P P P P?EPP 7=5LLe*9+^*=<)W.9>3 PPPPPPPP P 7>-/*4)^*=<)W.9>3 PPPPPPPP P <)W.9)WcY9<*>5-POPbPOEPPO;HPO?bPOQRPOHGPOGQPOHHPORQPORRPOP? K3>)/6)9>5-37.JJ*/8 &/)*A8=)f Z>:)/ ^89L)0)34>:f;QP &9>.*>)W^89L)0)34>:f;QP Zaa6)>f;;GMFFSNg<)a)/)39)W>-=:*6)?fC@A*3WHf7@Ag7>*/>-a1/))3 C*>./*L^89L)fbP ^-3>/-LA8=)f&9>.*>)WV^--/W53*>)W '*T5J.JcY9<*>5-fPORQ K3>)/6)9>5-37543*LD)L*8f?GObK3>)/6)9>5-30Z7f^ K3>)/6)9>5-3^*=*95>8h>5L5[*>5-3RbObSK^h0)c)L-a7)/c59)D &3*L8656()/5-WMJ53N;G J]-L.J)a-/bG>:=)/9)3>5L)i.).)56J)>)/)We8.=6>/)*J6543*LO jklmn Attachment 7
956

!
"#$
%" &'()*+,-./
00123453))/6 7839:/-;;<)=-/> (*4)??
7=@5>6*3A(:*6)6BCB,*/D-/E@FAGE)/+)@)8&F)
HIJKL
Attachment 7
957

! "
#
$%&
$ '()*+,-./0
11234564**07 894:;0.<<=*>.0? )+5*@A
(.B*C*4? 3D13DE3D= FD1 FDE FD=GD1GDEGD=8D18DE8D= 1+4*H.4I65/0+?6.47 E0+II6:J.K/C*LB*;M;N<O<OPOAQA<PQRPP<S<<ST@RAPAT<QT@<T U/?/0*J.K/C*LB*;M;N<O<OPOAQA<PQRPP<S<<ST@RAPAT<QT@<T
V46?6+KWLWXNYB*; SSSSSSSSSS SS )*Z[D6,*'Z\L']>XEN<^SS<^SS<^SS<^SS<^SS<^SS<^SS <^SS )+0,645D/7Y'Z\<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS F.0,_.4*`4'>>0.+:;G.G.G. G. 'Z\8+?UK.aYB*;M;MK4<bOS<bOS<bOS<bOS<bOS<bOS<bOS<bOS<bOS<bOS<bOS<bOS 'Z\UK.a=+?*YB*;M;<O<OPOAQA<PQRPP<S<<ST@RAPAT<QT@<T )*+,-./0U+:?.0<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS )*0:*4?-*+B9J*;Yc @@@@@@@@@@ @@ H+>YB*;M; <QQASR@Qb<ROASROPb<@Q<ATRQQ<<<@@ARR<SRQ '006B*`420**4S^<PS^<PS^<PS^<PS^<PS^<PS^SOS^RSS^RSS^A@S^PPS^PP 8+?UK.aYB*;M;<@@<<bOS<QbQ<@ST<bOS<QbQ<Ob<ARbQ<AOARQPAQQR<QbQ 20>J.K/C*LBNYB*;M;<O<OPOAQA<PQRPP<S<QQOQObPAT<QT@<T 20>8+?UK.aL7NYB*;M;MK4<@@<<bOS<QbQ<@ST<bOS<QbQ<Ob<<OOO<bRP<O@b<OOO<QbQ W8*0B*L5]7NY7<^O<<^AQ^AQ^Q<S^QS^SO^AAQ^PAQ^P@S^SAQ^TS^Q H9:K*WHK*+0L5]:NY7<@^@<<^AQ^A<P^b<S^QS^SO^AAQ^PAQ^P@S^SAQ^TS^Q )0.>V41+4* <^SS<^SS<^SS<^SS<^SSS^SO<^SS <^SS 1+4*20>H+>L:NYB*;M;<QQASR@Qb<ROASROPb<@QO<<OAb<<<@@ARR<SRQ JMH=+?6.LdN S^<<S^QbS^@bS^APS^QRS^P<S^b<S^ObS^ObS^QOS^PbS^S@ 'B+6KH+>L:]+NYB*;M;@RbRRPAOb@AbRRPbbb<T@O<<OAb<<<@@ARR<SRQ -H()K+?..4=+?6.<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS e>7?0*+CU6K?*0LVN<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS<^SS e46I.0Cf*K+9LZNY7MB*;QQ^PQS^ARO^bQb^<QS^S@R^QQT^PAR^<AR^<AP^O<A^OO^P V4:0f*K+9LZ@NY7MB*;S^A<^OS^P<^Q<^QS^T<A^Pb^Rb^<S^O <^PS^S V46?6+KWf*K+9LZANY7MB*;S^SS^SS^SS^SS^SS^SS^SS^SS^SS^S S^SS^S c6K*D+:,`IWLQScNYB*;MK4S^QQ^R@^<<^OQ^S<S^RA^O<P^O<O^Ab^Q<A^bS^@ e4765^(.B*C*4?f*K+9Y7MB*; 1420>f*K+9LZNY7MB*;QQ^TQ@^SRb^RQT^QQ<^Q@Q^ROA^@R@^QR@^@AO^R<Q^AO^O 1420>1`8 3ff3fH3fff D' '>>0.+:;J.KYB*;M;@PPPbR<@AP@@QS '>>0.+:;f*K+9Y7MB*;Q<^AAR^ARR^T@<^Q '>>0.+:;1`8 fHf H E6C*0['77654*Z);7 <@ RQP b );7f/0+?6.4L2ghg=:NY7RP^bQO^S@P^@<A^<TS^O@P^@ H;+45*)*06.ZLhg=:NY7Q^SiQQ^SR^SQ^SQ^S (+j20**48*??645L2C+jNY7AA^SiQ@A<^S<R^SO<^SA<^S (+jWHK*+0E6C*L5]:gV<NY7@@^SAO^P<R^@T^AAO^T<b^b 20**43j?E6C*L>]:NY7<^TP^A<^<S^<<P^@@^A V4?*07*:?6.48/CC+09 -H(P?;H?0Kf*K+9A<^b -H(P?;1`8 H G.?*7 i-H(P?;:.C>/?+?6.4+K*4564*0*k/60*7*k/+K:K*+0+4:*?6C*7I.0?;*>;+7*7:0.77645?;*X+006*0^ lmnop Attachment 7
958

!"
#
$ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'9
.(1'/-+,; 0=.0=>0=: ?=. ?=> ?=:@=.@=>@=:5=.5=>5=: .(1'A+1B32,-(<3+14 >-(BB37C+D,E'FG;8HIJI99KL9I99MK9NLOIIO9KO9PMLQQKIJKKJKIOQ R,<,-'C+D,E'FG;8HIJI99KL9I99MK9NLOIIO9KO9PMLQQKIJKKJKIOQ ST'(DRD+UFG;8;DH9KNN9KNN9KNN9KNN9KNN9KNN9KNN9KNN9KNN9KNN9KNN9KNN 5<+-(2'.'12<8FB<HIQP N9KI9LPQIN9PNQJP N 5<+-(2'.(1'4 9 NQ 9Q 9Q >(;'-.'12<8FB<HMNMNMNMN
.(1'V<3DWR(7<+-9WNNNWK9NWK9NWKJNWK99WNNNWKJNWK99WNNNWKJNWK9NWK9 R-< NWKOPNWOPNNWOPNNWKPO RD<%-+<'7<'T NWKPNNWKPNNWKPNNWKPN 5(<TWRD+UF;-+<H9JJNPNNK NILIIPNOP9POIILIIPNOP9POIILIILOJQN RD<%'-E3<<'T NWKPNNWKPNNWKPNNWKPN 5(<TWRD+UF;'-EH9JJNPNNK NILIIPNOP9POIILIIPNOP9POIILIILOJQN :328<>,-1+1:'TX'4X'4X'4 X'4 5(<TWRD+UF:>Y:H9JQQI9QM JK .31)5;''TFE;8HLNLNLP PN .31)Z34<(17'FB<H9NLIKO9LQOKQM >-(G'D>3E'F4H9JWO9MWJMWP9QWM %'()*+,-R(7<+-9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN [T\WRD+UFG;8HIJI99KL9I99MK9NLOIIO9KO9PMLQQKIJKKJKIOQ 58(-'T.(1'>-(BB37F]H .(1'/-+,;RD+UFG;8HIJI9IQP N9MK9NLOIIO9KO9PMLQQKIJK9IM9N 01<'-=D+7)'TS1<'-4'7<3+1@+ @+ @+ @+ @+ @+ @+ @+ @+ @+ @+@+ .(1'[D321E'1<.'B<.'B<:328<.'B<.'B<:328<.'B<.'B<:328<.'B<.'B<:328< &'T3(1?3T<8FB<HQLQLQL QL .31)YBB4'<FB<H NNN N A-+44U(D)?3T<8FB<H9M9M9M 9M >U+U(6.'B<>,-1.(1' *'(TU(6R(7<+-9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN9WNN >,-13125;''TFE;8H9P K9P K9P K9P K @,E^'-+BZ'<'7<+-4 9Q 9Q99Q99 Q
Z'<'7<+->'E;D(<'.'B<>8-,.'B<>8-,:328<.'B<>8-,:328<.'B<>8-, .'(T312Z'<'7<+-FB<HQN9NNQN9NNQNQN9NNQNQN9NN >-(3D312Z'<'7<+-FB<H NN NNNNNNN N Z'<'7<+-9%+43<3+1FB<H NN NNNNNNN Z'<'7<+-953_'FB<HQN M QN M QNQN MQNQN M Z'<'7<+-9>6;'AD`0aAD`0aAD`0aAD`0aAD`0aAD`0aAD`0aAD`0aAD`0aAD`0a Z'<'7<+-9A8(11'D Z'<'7<+-90a<'1TF4HNWNNWNNWNNWNNWNNWNNWNNWNNWN NWN Z'<'7<+-9b,','F4HNWNNWNNWNNWNNWNNWNNWNNWNNWN NWN Z'<'7<+-9Z'D(6F4HNWNNWNNWNNWNNWNNWNNWNNWNNWN NWN Z'<'7<+-Q%+43<3+1FB<HKLKLKL KL Z'<'7<+-Q53_'FB<HMMM M Z'<'7<+-Q>6;'AD`0aAD`0aAD`0aAD`0a Z'<'7<+-QA8(11'D Z'<'7<+-Q0a<'1TF4HNWNNWNNWN NWN >,-1>6;' %-+<@[%-+<@[%'-E%-+<@[%'-E%-+< @[ %-+<'7<'T%8(4'4 JL IO PQ 9 M %'-E3<<'T%8(4'4O Q
cdeff
Attachment 7
959

!"
#
$ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=
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`Y8-N G GG GG G U7<0aa7</-''1M4N=GOGDEOF9CO=EGOGEGOG9POPESOPESOP9=OPD9OP U7<,(<'W2Y^:(<3+PO=PPOEDPO9EPO=CPO=CPOPFPOEPPOEPPOPSPOE= bY7:(<3+ 9OPCPOCFPOECPOCGPOGCPOCG9OPEPOD99O=PPOFH ^+1<-+LB'L(6 99SO=D9OGGGOSDHOS9COPHEOSHEOG9GOS9HGODDGOH c,','B'L(6 POPPOPPOPPOPPOPPOPPOPPOPPOP POP ?+<(LB'L(6 99SO=D9OGGGOSDHOS9COPHEOSHEOG9GOS9HGODDGOH .Z5 _B 0B>00>_ B U;;-+(78B'L(6GFOHD9ODGFOPC9OC U;;-+(78.Z5 0B0 0
c,','.'12<8GP<8Ma<NdEHSEH9HF=S9CHCSdDC9DHd9SFECE c,','.'12<8SG<8Ma<N`GCCEFS99PED99CDJ9P=J`GSFJGG`EP=DEH K1<'-1(L.31)B34<Ma<NSHESP9EDFFDH ?,-1>(6.'12<8Ma<NE=G9SE9DG=EP9GP=CG >(4'^(;(73<6Mb;8NEDC9SECDGE9DFHH=P=HD9G=GGHEE9H9GSP 5<(-b(<3+1^(;:'W,7<1 PP PPPPPPP P 5;3LLe(7)^(;:'W,7<1 PP PPPPPPP 5<+-(2'^(;:'W,7<1 PP PPPPPPP :'W,7'WbY7:(<3+9OPCPOHFPOECPOC9POGGPOCG9OPEPOD99O=PPOFH K1<'-4'7<3+15,JJ(-6 U-'(?6;'f Z<8'- ^67L'.'12<8f9EP U7<,(<'W^67L'.'12<8f9EP Zaa4'<fFGMHGQNg:'a'-'17'W<+;8(4'=fA>?(1WHf5>?g5<(-<+a/-''1 A(<,-(L^67L'f9=P ^+1<-+L?6;'fU7<,(<'WV^++-W31(<'W &(R3J,JbY7:(<3+f9O=P K1<'-4'7<3+15321(LB'L(6fGCOSK1<'-4'7<3+1.Z5f0 K1<'-4'7<3+1^(;(73<6h<3L3[(<3+1SHOSQK^h.'b'L+a5'-b37'_ U1(L6434%'-3+WMJ31N9G d]+L,J''R7''W47(;(73<6gi,','34<8'+-'<37(LL631a313<'O jklmn Attachment 7
960

!"
#
$ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=
>,','48+?134@(A3@,@(B<'-<?+767C'4D EFG<8;'-7'1<3C'H+C,@''A7''I47(;(73<6JK,','@(6L'C+12'-D >,','48+?134@(A3@,@(B<'-<?+767C'4D @M+C,@'B+-FG<8;'-7'1<3C'K,','34@'<'-'IL6,;4<-'(@4321(CD 5;C3<4(1I%8(4'4N9N*(-L+-OCHIPO(4<(178,-6:I QRSTU
Attachment 7
961

!
"

#$

% &'&()*+,-.
//012342((.5 67289.,::;(<,.= &)3(>
',?(@(2= 1A/1AB1A; CA/ CAB CA;DA/DABDA;6A/6AB6A; /)2(E,2F43-.)=4,25 B.)FF48G,H-@(I?(9J9KLML::N>:L::ON:P>QLLQ:NQ:RO>SSNLMNNMNLQS T-=-.(G,H-@(I?(9J9KLML::N>:L::ON:P>QLLQ:NQ:RO>SSNLMNNMNLQS U24=4)HVIVWKX?(9 PPPPPPPPPP PP &(YZA4*([Y\I[]<WBK:^PP:^PP:^PP:^PP:^PP:^PP:^PP :^PP &).*423A-5X[Y\:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP C,.*_,2(`2[<<.,)89D,D,D, D, [Y\6)=TH,aX?(9J9JH2:QMP:QMP:QMP:QMP:QMP:QMP:QMP:QMP:QMP:QMP:QMP:QMP [Y\TH,a;)=(X?(9J9LML::N>:L::ON:P>QLLQ:NQ:RO>SSNLMNNMNLQS &()*+,-.T)8=,.:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP &(.8(2=+()?7G(9Xb SSSSSSSSSS SS E)<X?(9J9 L:R:>O>:O:>P>:SN>>PSLML:MLPRLML:N::LN>>> [..4?(`20.((2P^:QP^L:P^L:P^:SP^SRP^SRP^::P^L>P^L>P^PNP^LSP^LS 6)=TH,aX?(9J9:MQ:>OMPR:SL>ROR:PO:RQRL>ROR:PO:RQRL>ROLO:S:>PN 0.<G,H-@(I?KX?(9J9LMLQMP>RR:ON:P>QLLQ:NQ:RO>SSNLMNNSL>LQ 0.<6)=TH,aI5KX?(9J9JH2:MQ::MPS:MMQ:MSQ:MPS:RQR:MSQ:MPS:RQR:MSQ:MPS:O:M V6(.?(I3]5KX5SL^PLP^OLP^MR^NSR^:SP^OM^PLQ^P:P^>:S^PLL^:LL^: E78H(VEH().I3]8KX5SL^PLP^OLP^MR^NSR^:SP^OM^PLQ^P:P^>:S^PLL^:LL^: &.,<U2/)2( :^PPP^SN:^PP:^PP:^PP:^PP:^PP P^QM /)2(0.<E)<I8KX?(9J9L:R:POMRRQ>P>:SN>>PSLML:MLPRLML:N:PM>R:P GJE;)=4,IcK :^:QP^QSP^QSP^>SP^Q:P^Q>P^RLP^NPP^>L:^:NP^QOP^QO [?)4HE)<I8])KX?(9J9L:R:LPNOQ>>P>:>NL>OLLML:MLPRLML:N:PM>R:P +E'&H)=,,2;)=4,:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP d<5=.()@T4H=(.IUK:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP:^PP d24F,.@e(H)7IYKX5J?(9RL^R>:^:>:^SRL^L>R^OSQ^LR>^N>:^P:M^:RN^P>:^Q>:^Q U28.e(H)7IYSKX5J?(9::P^SL^>O^LP^ML^P::^M:^>Q^SS^R:::^M N^P:M^P U24=4)HVe(H)7IYLKX5J?(9P^PP^PP^PP^PP^PP^PP^PP^PP^PP^P P^PP^P b4H(A)8*`FVIRPbKX?(9JH2:N^M:L^P:>^:S^O:P^MQ^NL^::O^O>^::P^P:>^O:R^P d2543^',?(@(2=e(H)7X5J?(9 /20.<e(H)7IYKX5J?(9:OL^M>>^R>M^RR>^P>Q^O>P^PRO^L>N^S:N^O:MP^MRP^QRQ^Q /20.</`6 Teeeee1eAT e1 [<<.,)89G,HX?(9J9:ONQ:RRR:NN::M>P [<<.,)89e(H)7X5J?(9M:^R>M^L>O^RMQ^N [<<.,)89/`6 1ee 1 B4@(.Z[55432(Y&95 :SL>ROMQ &95e-.)=4,2I0fgf;8KX5:O^P>N^P:N^S>R^Q:N^P>O^PSM^PLQ^P E9)23(&(.4,YIgf;8KX5>^PR^P>^PR^PR^PhR>^PR^P ')i0.((26(==423I0@)iKX5:S^PLN^P::^PRP^P:P^Ph>:SL^PLQ^P ')iVEH().B4@(I3]8fU:KX5:>^P>P^PM^NLS^MN^PLR^:SR^PSM^: 0.((21i=B4@(I<]8KX5P^PP^PP^:Q^:P^:L^QP^PR^N U2=(.5(8=4,26-@@).7 +E'O=9E=.He(H)7OP^Q +E'O=9/`6 1 D,=(5 h+E'O=98,@<-=)=4,2)H(2342(.(j-4.(5(j-)H8H().)28(=4@(5F,.=9(<9)5(58.,55423=9(W)..4(.^ klmno Attachment 7
962

!

"#"$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 "%/$:
+%.$,*()8 -;+-;<-;7 =;+ =;< =;7>;+>;<>;72;+2;<2;7 +%.$?(.@0/)*%90(.1 <*%@@04A(B)C$DE85F6G:GH6HIJKLLHM::M6:KI:K66I6MGMI:

N)9)*$A(B)C$DE85F6G:GH6HIJKLLHM::M6:KI:K66I6MGMI:

OP$%BNB(QDE858BF6IMM6IMM6IMM6IMM6IMM6IMM6IMM6IMM6IMM6IMM6IMM6IMM 29(*%/$+$./95D@9F::R: M M6R: MGHM M 29(*%/$+%.$1 6 66 M6 M6 6
<%8$*+$./95D@9FKMKMKMKM
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
25%*$P+%.$<*%@@04DZF +%.$,*()8NB(QDE85F6G:GH6HIJKHLI M:M6KG: M66I6MGMI:
-.9$*;B(4&$PO.9$*1$490(.>( >( >( >( >( >( >( >( >( >( >(>( +%.$XB0/.C$.9+$@9+$@970/59+$@9+$@970/59+$@9+$@970/59+$@9+$@970/59 #$P0%.=0P95D@9F6G6G6G 6G +0.&V@@1$9D@9F MMM M ?*(11Q%B&=0P95D@9F6K6K6K 6K <Q(Q%3+$@9<)*.+%.$ '$%PQ%3N%49(*6TMM6TMM6TMM6TMM6TMM6TMM6TMM6TMM6TMM6TMM6TMM6TMM <)*.0./28$$PDC85F6: I6: I6: I6: I >)C[$*(@W$9$49(*1 6G66G 6G 6 G6 W$9$49(*<$C8B%9$+$@9<5*)70/59+$@9<5*)+$@9<5*)+$@9<5*)70/59 +$%P0./W$9$49(*D@9FGM6MMGMGM6MMGM6MMGM6MMGM <*%0B0./W$9$49(*D@9F MMMMM MM M MM W$9$49(*6"(1090(.D@9F MMMMM MM M W$9$49(*620\$D@9FGM KGMGM K GM K GM KGM W$9$49(*6<38$?B]-^?B]-^?B]-^?B]-^?B]-^?B]-^?B]-^?B]-^?B]-^?B]-^ W$9$49(*6?5%..$B W$9$49(*6-^9$.PD1FMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM W$9$49(*6_)$)$D1FMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM W$9$49(*6W$B%3D1FMTMMTMMTMMTMMTMMTMMTMMTM MTMMTM W$9$49(*G"(1090(.D@9FILILIL IL W$9$49(*G20\$D@9FKKK K W$9$49(*G<38$?B]-^?B]-^?B]-^?B]-^ W$9$49(*G?5%..$B W$9$49(*G-^9$.PD1FMTMMTMMTM MTM <)*.<38$ "$*C>X8C](E"$*C>X"*(9>X"*(9 >X"$*C "*(9$49$P"5%1$1 L: R :G 6 K "$*C099$P"5%1$1 L LR K
`abcd
Attachment 7
963

!

"#"$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 "%/$:
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`)$)$?$G%3 KJKKJKKJKKJKKJKKJKKJKKJK KJKKJK <(9%G?$G%3 6B@JOL@JL66JBLBJAC:JKO@JA6CJM:MJL MJ:KJM +W2 \[;?[ \; - RR R88*(%45?$G%3BOJKCBJL6AJ66CJB R88*(%45+W2 \[; ; `)$)$+$./95AK95H^9Ia66@6@ CO @O6C@@@6KC6KA66:K `)$)$+$./95OA95H^9I]C@KL: ML OKCCAOKCC6E6LC6ACEL F.9$*.%G+0.&?019H^9IMLL:CAAL:LC: <)*.;%3+$./95H^9IAABA6BACLK ;%1$[%8%4093H_85I6C:A@@:6A@KLAOO6CC6OAC6:LCK:AO:L 29%*_%90(.[%87$T)49. KKKKK KK K KK 280GGb%4&[%87$T)49. KKKKK KK K 29(*%/$[%87$T)49. KKKKK KK K 7$T)4$T_V47%90(KJOOKJK@KJCLKJ6OKJABKJ@6KJBLKJMLKJ@OKJ6K F.9$*1$490(.2)EE%*3 R*$%<38$c W95$* [34G$+$./95c6LK R49)%9$T[34G$+$./95c6LK W^^1$9cB6H:CNId7$^$*$.4$T9(85%1$Cc>;<%.T:c2;<d29%*9(^,*$$. >%9)*%G[34G$cOK [(.9*(G<38$cR49)%9$TS[((*T0.%9$T #%P0E)E_V47%90(c6J6B F.9$*1$490(.20/.%G?$G%3cC6JMF.9$*1$490(.+W2c[ F.9$*1$490(.[%8%4093e90G0X%90(.OAJ:NF[e+$_$G(^2$*_04$\ R.%G3101"$*0(THE0.I6A aZ(G)E$$P4$$T14%8%4093df)$)$0195$(*$904%GG30.^0.09$J ghijk Attachment 7
964

!

"#"$%&'()*
++,-./0.$$*1 23.45*(667$8(*9 "%/$:
;)$)$15(<.01=%>0=)=%?9$*9<(434@$1A BCD958$*4$.90@$E(@)=$$>4$$F14%8%4093GH)$)$=%3I$@(./$*A ;)$)$15(<.01=%>0=)=%?9$*9<(434@$1A =J(@)=$?(*CD958$*4$.90@$H)$)$01=$9$*$FI3)819*$%=10/.%@A 28@091%.F"5%1$1KLK'%*I(*M@EFNJ%@$.40%#$1% OPQRQ
Attachment 7
965

!

"#$

%&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=
&+>'?'1< [email protected]@A0@: B@. B@A B@:[email protected]@AC@:[email protected]@A5@: .(1'D+1E32,-(<3+14 A-(EE37F+G,?'H>'8I8J9KLKM9MNOPQQMRLLR9LPNLP99N9RKRNL S,<,-'F+G,?'H>'8I8J9KLKM9MNOPQQMRLLR9LPNLP99N9RKRNL
T13<3(GUHUVJW>'8 RRRRRRRRRR RR %'XY@3)'ZX[HZ\;VAJ9]RR9]RR9]RR9]RR9]RR9]RR9]RR 9]RR %(-)312@,4WZX[9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR B+-)^+1'_1Z;;-+(78C+C+C+ C+ ZX[5(<SG+`W>'8I8IG19=OR9=OR9=OR9=OR9=OR9=OR9=OR9=OR9=OR9=OR9=OR9=OR ZX[SG+`:(<'W>'8I89KLKM9MNOPQQMRLLR9LPNLP99N9RKRNL %'()*+,-S(7<+-9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR %'-7'1<*'(>6F'8Wa KKKKKKKKKK KK D(;W>'8I8 9LPLQOLKQQRKPRQ9MPN9OOOPM9L99NNL=NR Z--3>'_1/-''1R]KNR]KNR]KNR]KNR]KNR]KNR]RQR]L9R]L9R]R=R]LPR]LP 5(<SG+`W>'8I89RMK9=OR9L=L9KKQKRQ9Q9K9O=9MLRR9KL9O=9MLLQ9L=L /-;F+G,?'H>JW>'8I89KLKM9MNOP RMQNLRONQ=M999N9RKRNL /-;5(<SG+`H4JW>'8I8IG19RMK9=OR9L=L9KKQ R9P9P9O=99OOO9=Q=9O=99OOO9L=L U5'->'H2\4JW49K]O9]9=]QP]KR]RKL]MM]PL9]OLK]M=]LKM]RM]P D67G'UDG'(-H2\7JW4M=]R9]9=]QO]MR]RKL]MM]PL9]OLK]M=]LKM]RM]P %-+;T1.(1' 9]RR9]RR9]RRR]=O9]RRR]RO9]RR 9]RR .(1'/-;D(;H7JW>'8I89LPLQOLKQQRK RQOKPNNRKNM=9L99NNL=NR FID:(<3+HbJ R]=RR]RQR]KOR]9NR]RRR]OQR]OMR]==R]=NR]ONR]L9R]99 Z>(3GD(;H7\(JW>'8I89LPLQOLKQQRK RQOK9KMNRKNM=9PQ9NNL=NR *D&%G(<++1:(<3+9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR c;4<-'(?S3G<'-HTJ9]RR9]RR9]RR9]RRR]RR9]RR9]RR9]RR9]RR9]RR9]RR9]RR c13E+-?d'G(6HXJW4I>'8LN]NMM]RM9]NML]PR]RQ9]LP9]=K=]LK=]PL=]Q9O]L9M]M T17-d'G(6HXKJW4I>'8KL]9R]RR]MR]KR]RP]99M]P9K]R9K]RKR]= R]NR]K T13<3(GUd'G(6HXMJW4I>'8R]RR]RR]RR]RR]RR]RR]RR]RR]RR]R R]RR]R a3G'@(7)_EUHLRaJW>'8IG1L]KR]LM]M9]NR]R9R]N9]NKM]9KQ]KQ]P N]R9]M c1432]&+>'?'1<d'G(6W4I>'8 .1/-;d'G(6HXJW4I>'8=L]RMM]RMK]KML]=R]RQO]POL]QQR]LQR]PON]K9=]L9M]L .1/-;._5 SDDdZd0dd0 @@ Z;;-+(78F+GW>'8I8K=OQKL9POL9KMQ Z;;-+(78d'G(6W4I>'8LL]MQL]LQ9]PKM]N Z;;-+(78._5 0dd D A3?'-YZ44321'X%84 9K QLP = %84d,-(<3+1H/efe:7JW49P]RO9]RQM]RN]RO=]RQM]R D8(12'%'-3+XHfe:7JW4L]RgLL]RQ]RL]RL]R &(h/-''15'<<312H/?(hJW49K]RgPPM=]RN]RPN]RM=]R &(hUDG'(-A3?'H2\7eT9JW49R]LLQ]MQR]RL]PKL]RKO]M /-''10h<A3?'H;\7JW4R]RO]LR]RR]R=]P9]N T1<'-4'7<3+15,??(-6 *D&P<8D<-Gd'G(6MO]9 *D&P<8._5 d C+<'4 g*D&P<87+?;,<(<3+1(G'1231'-'i,3-'4'i,(G7G'(-(17'<3?'4E+-<8';8(4'47-+44312<8'V(--3'-] jklmn Attachment 7
966

!"

#$
! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=
.(1'/-+,; 0>.0>?0>: @>. @>? @>:A>.A>?A>:5>.5>?5>: .(1'B+1C32,-(<3+14 ?-(CC37D+E,F'GH;8IJK9L=MJNKL=L99L =9OOLLKK9PM99N9NP Q,<,-'D+E,F'GH;8IJK9L=MJNKL=L99L =9OOLLKK9PM99N9NP
RS'(EQE+TGH;8;EI9=PP9=PP9=PP9=PP9=PP9=PP9=PP9=PP9=PP9=PP9=PP9=PP 5<+-(2'.'12<8GC<IKN P P P=N P9OP 9OP 5<+-(2'.(1'4 9 99 99 99 9 ?(;'-.'12<8GC<IJPJPJPJP
.(1'U<3EVQ(7<+-9VPP9VPP9VPPPV=NPV=N9VPP9VPPPV=N9VPP9VPPPV=N9VPP Q-< PVKNPPVKNPPVKNP PVKNP QE<%-+<'7<'S PV=NPPV=NPPV=JNPV=NPPV=NP 5(<SVQE+TG;-+<I9LLP9KJW9NKW9JK99LPK9NKW9LLPWNW=9NKW9LLPWNW=9NKW QE<%'-F3<<'S PV=NPPV=NPPV=JNPV=NPPV=NP 5(<SVQE+TG;'-FI9LLP9KJW9NKW9JK99LPK9NKW9LLPWNW=9NKW9LLPWNW=9NKW :328<?,-1+1:'SX'4X'4X'4 X'4 5(<SVQE+TG:?Y:I9WO9WOW9N 9P9 .31)5;''SGF;8IMNONWN NP .31)Z34<(17'GC<IKL99PW=MKPWJW ?-(H'E?3F'G4IMWVK9NVLNVN NVP %'()*+,-Q(7<+-9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP [S\VQE+TGH;8IJK9L=MJNKL=L99L =9OOLLKK9PM99N9NP 58(-'S.(1'?-(CC37G]IOM] .(1'/-+,;QE+TGH;8IJK9L=MJWOPWOO99L =9OOLLKK9PM99N9NP 01<'->E+7)'SR1<'-4'7<3+1A+ A+ A+ A+ A+ A+ A+ A+ A+ A+ A+A+ .(1'[E321F'1<.'C<.'C<:328<.'C<.'C<:328<.'C<.'C<:328<.'C<.'C<:328< &'S3(1@3S<8GC<I9M9M9M 9M .31)YCC4'<GC<I PPP P B-+44T(E)@3S<8GC<I9J9J9J 9J ?T+T(6.'C<?,-1.(1' *'(ST(6Q(7<+-9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP9VPP ?,-13125;''SGF;8I9N =9N =9N =9N = A,F^'-+CZ'<'7<+-4 9M99M99M99 M9 Z'<'7<+-?'F;E(<'.'C<?8-,:328<.'C<?8-,:328<.'C<?8-,:328<.'C<?8-,:328< .'(S312Z'<'7<+-GC<IMP9PPMPMP9PPMPMP9PPMPMP9PPMP ?-(3E312Z'<'7<+-GC<I PPPPPPPPPP PP Z'<'7<+-9%+43<3+1GC<I PPPPPPPPPP Z'<'7<+-953_'GC<IMP JMPMP JMPMP JMPMP JMP Z'<'7<+-9?6;'BE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0aBE`0a Z'<'7<+-9B8(11'E Z'<'7<+-90a<'1SG4IPVPPVPPVPPVPPVPPVPPVPPVPPVPPVP PVPPVP Z'<'7<+-9b,','G4IPVPPVPPVPPVPPVPPVPPVPPVPPVPPVP PVPPVP Z'<'7<+-9Z'E(6G4IPVPPVPPVPPVPPVPPVPPVPPVPPVPPVP PVPPVP Z'<'7<+-M%+43<3+1GC<I=O=O=O =O Z'<'7<+-M53_'GC<IJJJ J Z'<'7<+-M?6;'BE`0aBE`0aBE`0aBE`0a Z'<'7<+-MB8(11'E Z'<'7<+-M0a<'1SG4IPVPPVPPVP PVP ?,-1?6;' 5;E3<A[%'-F5;E3<A[%'-F%-+<A[Q-''%-+< A[%'-F %-+<'7<'S%8(4'4 OO KK NM 9 J %'-F3<<'S%8(4'4 O KQ-''J cdefg
Attachment 7
967

!"

#$
! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'9=
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`Y8-M EEE E EE U7<0aa7</-''1L4M9CN=9CN=9CN=FPNFFPNFFPNFGN=EDNE9O=N=PNOGPNDGPND U7<,(<'W2Y^:(<3+=N99=N99=N99=NFF=NFF=NFF=N=E=NCE9N===N=R=NEC=NEC bY7:(<3+ =NOG=NP==N=P=NP==NP==NFE=N99=NP9=NE==ND==NG9=N=G ^+1<-+KB'K(6 EPNDPPN==NGRGNFRENFENPE9N=O9NG9NF9=DN99RNFCNO c,','B'K(6 =N==N==N==N==N==N==N==NE=N==N= =N==N= ?+<(KB'K(6 EPNDPPN==NGRGNFRENFENPE9N=OFN99NF9=DN99RNFCNO .Z5 0_U00UB^U_ >U U;;-+(78B'K(6RPNDGENEF9NOFONP U;;-+(78.Z5 00^ ^ c,','.'12<8E=<8La<MEC9E9 =FDPFPF = DGCO9GP99F== c,','.'12<8PE<8La<M9=O`FP= =`CG=`CGOODI9F`RCR9D`9PGC9CF9 J1<'-1(K.31)B34<La<MRP9PEPF==FDO ?,-1>(6.'12<8La<MDEPE9C= 9C= >(4'^(;(73<6Lb;8M9P=F==FP=C==C=RCRPD99EPF9EDO9FR9P=9DPR 5<(-b(<3+1^(;:'W,7<1 = = = = = = =FF== == 5;3KKd(7)^(;:'W,7<1 ========== 5<+-(2'^(;:'W,7<1 ========== :'W,7'WbY7:(<3+=NOG=NP==N=P=NDE=NDE=NFC=N99=NPF=NE==ND==NG9=N=G J1<'-4'7<3+15,II(-6 U-'(?6;'e Z<8'- ^67K'.'12<8e9O= U7<,(<'W^67K'.'12<8e9O= Zaa4'<e9GL9FQMf:'a'-'17'W<+;8(4'FeA>?(1WGe5>?f5<(-<+a/-''1 A(<,-(K^67K'e99= ^+1<-+K?6;'eU7<,(<'WV^++-W31(<'W &(S3I,IbY7:(<3+e=NP9 J1<'-4'7<3+15321(KB'K(6eOONFJ1<'-4'7<3+1.Z5e^ J1<'-4'7<3+1^(;(73<6g<3K3[(<3+1DPNRQJ^g.'b'K+a5'-b37'0 U1(K6434%'-3+WLI31M9E `PE<8;'-7'1<3K'b+K,I''S7''W47(;(73<6fh,','I(6d'K+12'-Nijklm Attachment 7
968

!"

#$
! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'99
=,','48+>134?(@3?,?(A<'-<>+767B'4C ?D+B,?'A+-EF<8;'-7'1<3B'G,','34?'<'-'HI6,;4<-'(?4321(BC 5;B3<4(1H%8(4'4JKJ*(-I+-LBMHND(BB'6D3'>OL-'(LBMH PQRST
Attachment 7
969

!
"

#$%

% &'

# ()(*+,-./0
11234564**07 894:;0.<<=*>.0? (+5*<@
).A*B*4? 3C13CD3C= EC1 ECD EC=FC1FCDFC=8C18CD8C= 1+4*G.4H65/0+?6.47 D0+HH6:I.J/B*KA*;L;MNO<PQ@NROPQP<<P Q<SSPPOO<T@<<R<RT U/?/0*I.J/B*KA*;L;MNO<PQ@NROPQP<<P Q<SSPPOO<T@<<R<RT
V46?6+JWKWXMYA*; TTTTTTTTTT TT (*Z[C6,*\Z]K\^>XDM<_TT<_TT<_TT<_TT<_TT<_TT<_TT <_TT (+0,645C/7Y\Z]<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT E.0,`.4*a4\>>0.+:;F.F.F. F. \Z]8+?UJ.bYA*;L;LJ4<OPT<OPT<OPT<OPT<OPT<OPT<OPT<OPT<OPT<OPT<OPT<OPT \Z]UJ.b=+?*YA*;L;NO<PQ@NNRN T T Q<SSP T<T@<<R<RT (*+,-./0U+:?.0<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT (*0:*4?-*+A9I*;Yc @@@@@@@@@@ @@ G+>YA*;L; <Q@@T<<P<PdTT <@O<NPP<@d<NSTPd@ \006A*a420**4T_<<T_<<T_<<T_@TT_TTT_TTT_TPT_SPT_TTT_TPT_SNT_SN 8+?UJ.bYA*;L;<PO<<OPT<RORdRNd T<ROR<PO<dRRS<ROR<PO<dRRS<ROR 20>I.J/B*KAMYA*;L;NO<PQ@NNRN T T Q<SSP T<T@<<R<RT 20>8+?UJ.bK7MYA*;L;LJ4<PO<<OPT<ROR<PO< T<ROR<PO<<PPP<ROR<PO<<PPP<ROR W8*0A*K5^7MY7S_N<@_d<_Q@d_dT_TT_TT_NSP_<T_TP_ddd_R@_d G9:J*WGJ*+0K5^:MY7S_N<@_d<_Q@d_dT_TT_TT_NSP_<T_TP_ddd_R@_d (0.>V41+4* <_TT<_TT<_TT<_TT<_TT<_TT<_TT <_TT 1+4*20>G+>K:MYA*;L;<Q@@T<<P<PdTT <@O<NPP<@d<NSTPd@ ILG=+?6.KeM T_dRT_OQT_<RT_QTT_TTT_TPT_ONT_OdT_PTT_TP \A+6JG+>K:^+MYA*;L;<Q@@T<<P<ORTT <@O<NPP<@d<NSTPd@ -G)(J+?..4=+?6.<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT<_TT f>7?0*+BU6J?*0KVM<_TT<_TT<_TT<_TTT_TTT_TT<_TT<_TTT_TT<_TT<_TT<_TT f46H.0Bg*J+9KZMY7LA*;Rd_ORP_@R@_NRT_ST_TT_TRN_ddT_NT_TRQ_P@P_Q<Q_R V4:0g*J+9KZ@MY7LA*;<_<dS_OT_S<<_dT_TT_TT_@N_<T_TdR_< @_RT_@ V46?6+JWg*J+9KZdMY7LA*;T_TT_TT_TT_TT_TT_TT_TT_TT_TT_T T_TT_T c6J*C+:,aHWKRTcMYA*;LJ4@_<P_OT_O<<_dT_TT_TT_d@T_QT_TS_S<d_QT_O f4765_).A*B*4?g*J+9Y7LA*; 1420>g*J+9KZMY7LA*;RS_QQ@_TRd_TN<_NT_TT_TRN_RdN_PT_TQS_OdT_S<Q_N 1420>1a8 g Ug3\ 3g U GC \>>0.+:;I.JYA*;L;@PdNRN<SRN<dTd \>>0.+:;g*J+9Y7LA*;PQ_TN<_NdN_OdR_T \>>0.+:;1a8 33g g D6B*0[\77654*Z(;7 <@ SRN O (;7g/0+?6.4K2hih=:MY7<d_TNN_S<Q_T<S_SNR_Td<_N G;+45*(*06.ZKih=:MY7S_TR_TR_TR_TjRR_T )+k20**48*??645K2B+kMY7Q_TRP_T<S_TN_TjNTd<_T )+kWGJ*+0D6B*K5^:hV<MY7Q_dSQ_<<S_d@_NdR_R@R_d 20**43k?D6B*K>^:MY7T_TR_RT_TT_TO_d<_d V4?*07*:?6.48/BB+09 -G)N?;G?0Jg*J+9Sd_P -G)N?;1a8 g F.?*7 f7*0+>>0.A*ZA.J/B*X+J+4:645+B.45?;*J+4*7H.0?/04645B.A*B*4?_ j-G)N?;:.B>/?+?6.4+J*4564*0*l/60*7*l/+J:J*+0+4:*?6B*7H.0?;*>;+7*7:0.77645?;*X+006*0_ f47654+J6m*Zg*J+9H.0nFC=YEC=o67*k:J/Z*ZH0.B:+J:/J+?6.47.H?;*+>>0.+:;Z*J+9+4Z64?*07*:?6.4Z*J+9_ pqrss Attachment 7
970

!"

# $ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'9=
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
AR+R(6.'C<A,-1.(1' *'(QR(6O(7<+-9UNN9UNN9UNN9UNN9UNN9UNN A,-13125;''QGF;8IKNKNKNKN @,F^'-+CZ'<'7<+-4 9 L99L Z'<'7<+-A'F;E(<'.'C<A8-,:328<.'C<A8-, .'(Q312Z'<'7<+-GC<ILN9NNLNLN9NN A-(3E312Z'<'7<+-GC<I N NNNN Z'<'7<+-9%+43<3+1GC<I N NNNN Z'<'7<+-953_'GC<ILN KLNLNK Z'<'7<+-9A6;'BE`0aBE`0aBE`0aBE`0aBE`0a Z'<'7<+-9B8(11'E Z'<'7<+-90a<'1QG4INUNNUNNUNNUNNUN Z'<'7<+-9b,','G4INUNNUNNUNNUNNUN Z'<'7<+-9Z'E(6G4INUNNUNNUNNUNNUN Z'<'7<+-L%+43<3+1GC<ISWSW Z'<'7<+-L53_'GC<I KK Z'<'7<+-LA6;'BE`0aBE`0a Z'<'7<+-LB8(11'E Z'<'7<+-L0a<'1QG4INUNNUN A,-1A6;' %-+<@[%'-F%'-F@[ %-+<'7<'Q%8(4'4 VL K %'-F3<<'Q%8(4'4L K
cdefg
Attachment 7
971

!"

# $ %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'9=
.(1'/-+,; >?. >?:@?A@?:5?.5?A B'<'7<+-%8(4' C DDEE 5F3<78%8(4' &313G,GH13<3(IJ4KELMELMELMELMELM &313G,G5;I3<J4K99LM99LM99LM99LM99LM A+<(I5;I3<J4K 9NLM99OLM99OLM99OLM99OLM A+<(I5;I3<JPK9MLMPQMLMPQMLMPQMLMPQMLMP &(R3G,G/-''1J4KCLM99DLM99DLM99DLM99DLM S'II+FA3G'J4K=LM=LM=LM=LM=LM TIIU:'VA3G'J4K9LM9LM9LM9LM9LM .+4<A3G'TVW,4<J4KMLMMLMMLMMLMMLM A+<(I.+4<A3G'J4KXLMXLMXLMXLMXLM .'(VY.(2 .'(VU.(2Z;<3G3['\ ]'837I'0R<'143+1J4KNLMNLMNLMNLMNLM :'7(II&+V' @+1'^U&(R^U&(R^U&(R^U&(R T7<0__7</-''1J4KEL=9DELX9DELX9DELX9DELX T7<,(<'V2Y^:(<3+MLMXMLQOMLQOMLQOMLQO `Y7:(<3+ ML99ML=OMLMMMLMDMLNE ^+1<-+IB'I(6 =EL9DL9ML=MLE9LQ a,','B'I(6 MLMMLMMLMMLMMLM A+<(IB'I(6 =EL9DL9ML=MLE9LQ .Z5 B TTTT T;;-+(78B'I(6=EL9DL99LC T;;-+(78.Z5 BT T a,','.'12<8XM<8J_<K= 9CMM= 8QX<8J_<KDN9M9GMGMNXX H1<'-1(I.31)B34<J_<K=M=CCM9999 A,-1?(6.'12<8J_<KDMMDXM ?(4'^(;(73<6J`;8K9MCN===9X=9DENN=== 5<(-`(<3+1^(;:'V,7<1 M MMMM 5;3IIb(7)^(;:'V,7<1 M MMMM 5<+-(2'^(;:'V,7<1 M MMMM :'V,7'V`Y7:(<3+MLMQML=OMLMMMLMDMLNE H1<'-4'7<3+15,GG(-6 T-'(A6;'c Z<8'- ^67I'.'12<8c9NM T7<,(<'V^67I'.'12<8c9NM Z__4'<cMJMPKd:'_'-'17'V<+;8(4'Dc@?A(1VEc5?A.d5<(-<+_/-''1 @(<,-(I^67I'c=M ^+1<-+IA6;'cT7<,(<'VU^++-V31(<'V &(R3G,G`Y7:(<3+cML=O H1<'-4'7<3+15321(IB'I(6cDLDH1<'-4'7<3+1.Z5cT H1<'-4'7<3+1^(;(73<6e<3I3[(<3+1XCLNPH^e.'`'I+_5'-`37'? T1(I6434%'-3+VJG31K9X G]+I,G'_+-QX<8;'-7'1<3I'f,','34G'<'-'Vb6,;4<-'(G4321(IL 5;I3<4(1V%8(4'4c=c*(-b+-?I`Vgh,<,-'B+2%(-) ijklm Attachment 7
972

!

"#$%

& '(')*+,-./
00123453))/6 7839:/-;;<)=-/> '*4);?
(-@)A)3> BC0 BC<DCEDC<7C07CE 0*3)F-3G54./*>5-36 E/*GG59H-I.A)J@):K:L ? ?;MNO ? ?;NPQ R.>./)H-I.A)J@):K:L ? ?;MNO ? ?;NPQ S35>5*ITJTULV@): QQQQQQ ')WXC5+)YWZJY[=UEL;\QQ;\QQ;\QQ;\QQ '*/+534C.6VYWZ;\QQ;\QQ;\QQ;\QQ;\QQ;\QQ B-/+]-3)^3Y==/-*9:D-D-DYWZ7*>RI-_V@):K:KI3;`OQ;`OQ;`OQ;`OQ;`OQ;`OQ YWZRI-_<*>)V@):K: ? ?;MNO ? ?;NPQ ')*+,-./R*9>-/;\QQ;\QQ;\QQ;\QQ;\QQ;\QQ ')/9)3>,)*@8H):Va NNNNNN F*=V@):K: ;N;NPNNO;bPcP;NPNNO Y//5@)^31/))3Q\QNQ\QNQ\c;Q\c;Q\c;Q\c; 7*>RI-_V@):K:OOQOOQPMbO;?`?P;QPMbO 1/=H-I.A)J@LV@):K:;; Q;MNO ? ?;NPQ 1/=7*>RI-_J6LV@):K:KI3;McP Q;OOO;?`?P;Q;OOO T7)/@)J4[6LV6Q\`Q\Q;Q\;Q\QQ\bM\P F89I)TFI)*/J4[9LV6Q\`Q\Q;Q\;Q\Q;Q\?M\P '/-=S30*3) Q\b?Q\b?;\QQ;\QQ 0*3)1/=F*=J9LV@):K:NM QPNNO;bPcP;NPNNO HKF<*>5-JdL Q\bPQ\QQQ\?QQ\QQQ\QNQ\P` Y@*5IF*=J9[*LV@):K:;Qb QPNNO;bPcP;NPNNO ,F('I*>--3<*>5-;\QQ;\QQ;\QQ;\QQ;\QQ;\QQ e=6>/)*AR5I>)/JSL;\QQQ\QQ;\QQ;\QQ;\QQ;\QQ e35G-/Af)I*8JWLV6K@):MP\?Q\Q;\QQ\M;\cQ\` S39/f)I*8JWNLV6K@):;;\QQ\QQ\MQ\QQ\;Q\P S35>5*ITf)I*8JWPLV6K@):Q\QQ\QQ\QQ\QQ\QQ\Q a5I)C*9+^GTJ?QaLV@):KI3Q\bQ\QQ\cQ\QQ\QQ\M e3654\(-@)A)3>f)I*8V6K@): 031/=f)I*8JWLV6K@):Ob\bQ\Q;\MQ\MN\Q;\N 031/=0^7 2YYYYY Y==/-*9:H-IV@):K:;;;MPN;NP? Y==/-*9:f)I*8V6K@):Ob\b;\M;\N Y==/-*9:0^7 2Y Y E5A)/XY66543)W':6 N M` ':6f./*>5-3J1ghg<9LV6;NP\Q;NP\QO\Q F:*34)')/5-WJhg<9LV6?\Q?\Q?\Q (*i1/))37)>>534J1A*iLV6;;N\Q;;N\Q`\Q (*iTFI)*/E5A)J4[9gS;LV6;N\;;N\?N\` 1/))32i>E5A)J=[9LV6Nb\b;b\QQ\Q S3>)/6)9>5-37.AA*/8 ,F(M>:F>/If)I*8;\O ,F(M>:0^7 Y jklmn
Attachment 7
973

!"
#$%&'()

'& *+*,-./012
33456786,,29 :;6<=20>>?,@02A *-7,>B
3-6,4201@ 5C35CD5C? EC3 ECD EC?FC3FCDFC?:C3:CD:C? 3-6,G06H8712-A8069 D2-HH8<I0J1K,LM@=N>OPQR SB O> OT BQ RBQ>UVQBTU>P>OTO W1A12,I0J1K,LM@=N>OPQR SB O> OT BQ RBQ>UVQBTU>P>OTO
XY,-JWJ0ZLM@=@JN>RUU>RUU>RUU>RUU>RUU>RUU>RUU>RUU>RUU>RUU>RUU>RUU :A02-7,3,67A=LHAN U UU BTRT U>UU U :A02-7,3-6,9 U UU >> U> D-@,23,67A=LHANBUBUBUBU
3-6,[A8J\W-<A02>\UU>\UU>\UU>\UU>\UU>\UU>\UUU\R>U\R>>\UUU\RTU\RT W2A U\RTVU\STUU\RRSU\RRT WJA*20A,<A,Y U\RPVU\RPPU\RTUU\RTU :-AY\WJ0ZL@20ANU >PO> U U>SQU>TSO>PPUTUPT U>PPUOTQQU WJA*,2K8AA,Y U\PRTU\PSUU\USPU\UBO :-AY\WJ0ZL@,2KN U>V>O U U>VTO>TSO>BQTUPT U>>POTQQU ?87=AD12606?,Y],9],9],9 ],9 :-AY\WJ0ZL?D^?N>S>RO B 386.:@,,YLK@=NQTQTOT OT 386._89A-6<,LHANVQPPS>QOTVUP D2-M,JD8K,L9N>>\BQ>\OV\B P\R *,-./012W-<A02>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU `Ya\WJ0ZLM@=N>OPQR SB O> OT BQ RBQ>UVQBTU>P>OTO :=-2,Y3-6,D2-HH8<LbN 3-6,4201@WJ0ZLM@=N UQTQ U UBB BQ RBQ>OU UTU>PBBU 56A,2CJ0<.,YX6A,29,<A806F0 F0 F0 F0 F0 F0 F0 F0 F0 F0 F0F0 3-6,`J876K,6A3,HA3,HA?87=A3,HA3,HA?87=A3,HA3,HA?87=A3,HA3,HA?87=A +,Y8-6E8YA=LHAN U U>Q >Q 386.^HH9,ALHAN UUU U G2099Z-J.E8YA=LHAN>B>B>B >B DZ0Z-;3,HAD1263-6, /,-YZ-;W-<A02>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU>\UU D126867:@,,YLK@=NBUBUBUBUBUBUBU BU F1Kc,20H_,A,<A029 >Q >Q>>Q > Q _,A,<A02D,K@J-A,3,HAD=213,HAD=21?87=A3,HAD=213,HAD=21 3,-Y867_,A,<A02LHANQU>UUQU>UUQUQU>UUQU>UU D2-8J867_,A,<A02LHAN UU UUUUU U U _,A,<A02>*098A806LHAN UU UUUUU U _,A,<A02>:8d,LHANQU B QU B QUQUB QU B _,A,<A02>D;@,GJe5fGJe5fGJe5fGJe5fGJe5fGJe5fGJe5fGJe5fGJe5f _,A,<A02>G=-66,J _,A,<A02>5fA,6YL9NU\UU\UU\UU\UU\UU\UU\UU\U U\U _,A,<A02>g1,1,L9NU\UU\UU\UU\UU\UU\UU\UU\U U\U _,A,<A02>_,J-;L9NU\UU\UU\UU\UU\UU\UU\UU\U U\U _,A,<A02Q*098A806LHANRVRVRV RV _,A,<A02Q:8d,LHANBBB B _,A,<A02QD;@,GJe5fGJe5fGJe5fGJe5f _,A,<A02QG=-66,J _,A,<A02Q5fA,6YL9NU\UU\UU\U U\U D126D;@, *,2KF`*,2KF`*,2K*,2KF`*,2K F` *20A,<A,Y*=-9,9 VSQ B *,2K8AA,Y*=-9,9 V S SQ B hijkl
Attachment 7
974

!"
#$%&'()

'& *+*,-./012
33456786,,29 :;6<=20>>?,@02A *-7,>B
3-6,4201@ 5C35CD5C? EC3 ECD EC?FC3FCDFC?:C3:CD:C? G,A,<A02*=-9, HH IIIJJ K K :L8A<=*=-9, +868M1MN68A8-OP9QKRSKRSKRSKRSKRSKRSKRSKRS KRS +868M1M:@O8AP9QTTRSTTRSTTRSTTRSTTRSJKRSJKRSJKRSJKRS D0A-O:@O8AP9Q TTRSTTRSTTRSTTRSTTRSUBRSUBRSUBRSUBRS D0A-O:@O8APVQJWRHVJWRHVJWRHVJWRHVJWRHVBHRKVBHRKVBHRKVBHRKV +-X8M1M42,,6P9QJIRSJIRSJIRSJIRSJIRSUJRSUJRSUJRSUJRS Y,OO0LD8M,P9QHRSHRSHRSHRSHRSHRSHRSHRS HRS ZOO[?,\D8M,P9Q>RS>RS>RS>RS>RS>RS>RS>RS >RS 309AD8M,Z\]19AP9QSRSSRSSRSSRSSRSSRS SRS D0A-O309AD8M,P9QWRSWRSWRSWRSWRSWRS WRS 3,-\^3-7 3,-\[3-7_@A8M8`,a b,=8<O,5XA,69806P9QTRSTRSTRSTRSTRSTRSTRSTRS TRS ?,<-OO+0\, F06,F06,F06,F06,F06,c[+-Xc[+-Xc[+-Xc[+-X E-O.D8M,P9QBRSBRSBRSBRSBRSBRSBRSBRS BRS dO-9=G06AE-O.P9QJ>RSJ>RSJ>RSJ>RSJ>RS>HRS>HRS>HRS>HRS *,\,9A28-6c-OO9Pe^=2Q WW WWWWW W W Z<A5ff<A42,,6P9QJWR>JWR>JWR>UHRUUHRUUHRUUHRU Z<A1-A,\7^c?-A80SR>USR>USR>USRBTSRBTSRBTSRBT g^<?-A80 SRIISRJHSR>USRI>SRWISRWUSRKU c06A20OG,O-; BKRTHWRTTJRSTURBKR>TSRW KR> h1,1,G,O-; SRSSRSSRSSRSSRJSRS SRS D0A-OG,O-; BKRTHWRTTJRSTURBKRTTSRW KR> 3_: 5 GcGZ c Z Z@@20-<=G,O-;BKRTTIRUBRB KRB Z@@20-<=3_: 5GZ Z
h1,1,3,67A=WSA=PfAQ>USHK TS BTJ>U>HTBT h1,1,3,67A=UWA=PfAQeTJJIUBSMJUM>KBMJ >J N6A,26-O386.G89APfAQTHBBS>>WWTJB D126C-;3,67A=PfAQKWUW>SS C-9,c-@-<8A;Pg@=QT>IT>JTWW>>ITBSHIWJWBJ :A-2g-A806c-@?,\1<A6 S S S SKBTS >H :@8OOi-<.c-@?,\1<A6 S S S SJTIS S :A02-7,c-@?,\1<A6 S SSSS S S
?,\1<,\g^<?-A80SRBUSRJ>SR>BSRI>SRBSSRWUSRKU N6A,29,<A806:1MM-2; Z2,-D;@,j _A=,2 c;<O,3,67A=j>TS Z<A1-A,\c;<O,3,67A=j>TS _ff9,Aj>>WPIIVQk?,f,2,6<,\A0@=-9,JjFCD3-6\Kj:CD3k:A-2A0f42,,6 F-A12-Oc;<O,j>>S c06A20OD;@,jZ<A1-A,\[c002\86-A,\ +-X8M1Mg^<?-A80jSRII N6A,29,<A806:876-OG,O-;j>JR>N6A,29,<A8063_:jC N6A,29,<A806c-@-<8A;lA8O8`-A806IBRUVNcl3,g,O0f:,2g8<,5 Z6-O;989*,280\PM86Q>W eUWA=@,2<,6A8O,g0O1M,,X<,,\9<-@-<8A;km1,1,M-;i,O067,2Rnopqp Attachment 7
975

!"
#$%&'()

'& *+*,-./012
33456786,,29 :;6<=20>>?,@02A *-7,>B
C1,1,9=0D689E-F8E1E-GA,2AD0<;<H,9I EJ0H1E,G02KLA=@,2<,6A8H,M1,1,89E,A,2,NO;1@9A2,-E9876-HI :@H8A9-6N*=-9,9PLP/-2O02QHRNS?-H@=T9UD;V5J-HH,;J8,DU2 WXYZ[
Attachment 7
976

!

"#$

%&'()*+

+ (' ,-,./01234
556789:8..4; <=8>?42@@A.B24C ,/9.@D
-2E.F.8C 7G57GH7GA IG5 IGH IGAJG5JGHJGA<G5<GH<GA 5/8.K28L:934/C:28; H4/LL:>M2N3F.OE.?P?Q@RSTD UV R@ RW VT DVT@XYTVWX@S@RWR Z3C34.M2N3F.OE.?P?Q@RSTD UV R@ RW VT DVT@XYTVWX@S@RWR [8:C:/N\O\]Q^E.? XXXXXXXXXX XX ,._`G:0.a_bOacB]HQ@dXX@dXX@dXX@dXX@dXX@dXX@dXX @dXX ,/40:89G3;^a_b@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX I240e28.f8aBB42/>?J2J2J2 J2 a_b</CZN2g^E.?P?PN8@USX@USX@USX@USX@USX@USX@USX@USX@USX@USX@USX@USX a_bZN2gA/C.^E.?P?@RSTD UV R@ RW VT DVT@XYTVWX@S@RWR ,./01234Z/>C24@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX ,.4>.8C1./E=M.?^h TTTTTTTTTT TT K/B^E.?P? @DTRYDW@YV@WTTUV@DXRUV@YU@VRTV@RU@ a44:E.f864..8Xd@UXd@UXd@UXd@UXd@UXd@UXdSYXdSYXdSYXdSYXdSYXdSY </CZN2g^E.?P?UTV@UVWTYWUWUY@@WUWTS@W@DDVY@UDRW@D@XD 64BM2N3F.OEQ^E.?P?TWT X X VV X VTDV@RSSSWRWXUVTDXY 64B</CZN2gO;Q^E.?P?PN8@WRS X X@YTV X@WUWTS@@SXT@UWD@UD@SSS@UW@ \<.4E.O9c;Q^;@VdTXdXXdXXdXXdXYdRRVdXTTdSTTdUTXdTR@dWR@dD K=>N.\KN./4O9c>Q^;TXdUXdXXdXYdVXdXYdRVSdDTTdSTTdUYTdDR@dWR@dD ,42B[85/8. XdWYXdRYXdYS@dXX@dXXXdXR@dXX XdXV 5/8.64BK/BO>Q^E.?P?RTX X XTDU XTUV@DXTWTU@RUX@VR@RTX@RSW MPKA/C:2OiQ XdSDXdXXXdXXXdTTXdXXXdTTXdW@XdWYXdWWXdR@XdVWXdVV aE/:NK/BO>c/Q^E.?P?RST X XRWT XRY@@DXTWTU@RUX@VR@RTX@RSW 1K-,N/C228A/C:2@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX jB;C4./FZ:NC.4O[Q@dXXXdXXXdXX@dXXXdXX@dXX@dXX@dXX@dXX@dXX@dXX@dXX j8:L24Fk.N/=O_Q^;PE.?W@dDXdXXdXYWdYXdXYWdYTWdWSdTSdT@VdW UdYUdY [8>4k.N/=O_TQ^;PE.?DdYXdXXdXXdYXdXXdYDdRXdU@dVYdU TdWTdW [8:C:/N\k.N/=O_RQ^;PE.?XdXXdXXdXXdXXdXXdXXdXXdXXdXXdX XdXXdX h:N.G/>0fL\OWXhQ^E.?PN8UdDXdXXdX@dDXdX@dUTdSSdWUdY@d@@@dR@@dD j8;:9d-2E.F.8Ck.N/=^;PE.? 5864Bk.N/=O_Q^;PE.?V@dRXdXXdXYWdSXdXYWdURYdUUd@UdUT@dR@XdD@XdD 5864B5f< 7aakakKaaK GG aBB42/>?M2N^E.?P?TWT@TUTTTV@U@V aBB42/>?k.N/=^;PE.?V@dRYWdUDdW@@dT aBB42/>?5f< 7ka G H:F.4`a;;:98._,?; TYVU ,?;k34/C:28O6lmlA>Q^;@X@dWTUdW@X@dWTUdW K?/89.,.4:2_OmlA>Q^;WdXWdXWdXWdX -/n64..8<.CC:89O6F/nQ^;DTdXTUdXDTdXTUdX -/n\KN./4H:F.O9c>l[@Q^;VDdDTTdUYYdDVdV 64..87nCH:F.OBc>Q^;@SdWXdSTYdDXdW [8C.4;.>C:28<3FF/4= 1K-VC?KC4Nk.N/=@YdT 1K-VC?5f< G opqrs
Attachment 7
977

!"#
$! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=>
.(1'/-+,; 0?.0?@0?: A?. A?@ A?:B?.B?@B?:5?.5?@5?: .(1'C+1D32,-(<3+14 @-(DD37E+F,G'HI;8J=K9LMK9NO9PKMN>KM9LQK=PL9=9LPM=9 R,<,-'E+F,G'HI;8J=K9LMK9NO9PKMN>KM9LQK=PL9=9LPM=9
ST'(FRF+UHI;8;FJ9O>>9O>>9O>>9O>>9O>>9O>>9O>>9O>>9O>>9O>>9O>>9O>> 5<+-(2'.'12<8HD<J9Q>9QN=>> >=>N >Q>> 9PN 5<+-(2'.(1'4 9 99 99 >= 9 @(;'-.'12<8HD<JP>P>P>P>
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`0aCF`0aCF`0aCF`0aCF`0aCF`0aCF`0aCF`0aCF`0aCF`0aCF`0a Z'<'7<+-9C8(11'F Z'<'7<+-90a<'1TH4J>W>>W>>W>>W>>W>>W>>W>>W>>W> >W>>W> Z'<'7<+-9b,','H4J>W>>W>>W>>W>>W>>W>>W>>W>>W> >W>>W> Z'<'7<+-9Z'F(6H4J>W>>W>>W>>W>>W>>W>>W>>W>>W> >W>>W> Z'<'7<+-=%+43<3+1HD<JOLOLOL OL Z'<'7<+-=53_'HD<JPPP P Z'<'7<+-=@6;'CF`0aCF`0aCF`0aCF`0a Z'<'7<+-=C8(11'F Z'<'7<+-=0a<'1TH4J>W>>W>>W> >W> @,-1@6;' %'-GB[%'-G%'-GB[;G`+I%-+<B[%-+< B[%'-G %-+<'7<'T%8(4'4 L K9N= 9 P %'-G3<<'T%8(4'4 L LK K P
cdefg
Attachment 7
978

!"#
$! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'=9
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`Y8-L EEEEE E EE U7<0aa7</-''1K4L9DMF9DMF9DMF9DMF9DMFECMF9NMPFFMCO9MNDFMEDFME U7<,(<'W2Y^:(<3+NM9CNM9CNM9CNM9CNM9CNMC=NMNDNME9NM=CNMFQNMFQ bY7:(<3+ NM=ENMEENM=QNMCFNMFO9MNDNMEPNMD9NMENNMF=NMN= ^+1<-+JB'J(6 E9MFEDMODMFEPMPF9MPP=M9QOMCO=M9OFM9 DMNNMO c,','B'J(6 NMNNMNNMNNMNNMNNMNNMNNMNNMN NM9NMN ?+<(JB'J(6 E9MFEDMODMFEPMPF9MPP=M9QOMCO=M9OFM9 DM9NMO .Z5 B0U00_0^ B UU U;;-+(78B'J(6C9MDDCMPOCMC9CM9 U;;-+(78.Z5 B _^ > c,','.'12<8EN<8Ka<L==99P NCQ9OQdFPDQ9E999OC DEN c,','.'12<8PE<8Ka<LCQ9FQOCDO9DD`QPP9=D`D9CH=NDC=EHN I1<'-1(J.31)B34<Ka<LEFQQNFEQPC=C ?,-1>(6.'12<8Ka<L9ON9OE=NN=NEONN 9FE >(4'^(;(73<6Kb;8L9DDCCCCCQ=9FCCCFPO9FQ9DNOD9D=OEE9NQN 5<(-b(<3+1^(;:'W,7<1 N N N N N N N N N9PNN 5;3JJe(7)^(;:'W,7<1 NNNNNNNN N 5<+-(2'^(;:'W,7<1 NNNNNNNN N :'W,7'WbY7:(<3+NM9ENMOONM9DNM=QNMOD9MNDNME=NMD9NMENNMFDNMN= I1<'-4'7<3+15,HH(-6 U-'(?6;'f Z<8'- ^67J'.'12<8f9ON U7<,(<'W^67J'.'12<8f9ON Zaa4'<f9CK99RLg:'a'-'17'W<+;8(4'=fA>?(1WFf5>?g5<(-<+a/-''1 A(<,-(J^67J'f9NN ^+1<-+J?6;'fU7<,(<'WV^++-W31(<'W &(S3H,HbY7:(<3+f9MND I1<'-4'7<3+15321(JB'J(6fOQM9I1<'-4'7<3+1.Z5fB I1<'-4'7<3+1^(;(73<6h<3J3[(<3+19NOMQRI^h.'b'J+a5'-b37'/ U1(J6434%'-3+WKH31L9E d]+J,H''S7''W47(;(73<6gi,','34<8'+-'<37(JJ631a313<'M jklmn Attachment 7
979

!"#
$! %&%'()*+,-
../01231''-4 56178-+99:';+-< %(2'==
>,','48+?134@(A3@,@(B<'-<?+767C'4D EFG<8;'-7'1<3C'H+C,@''A7''I47(;(73<6JK,','@(6L'C+12'-D >,','48+?134@(A3@,@(B<'-<?+767C'4D @M+C,@'B+-FG<8;'-7'1<3C'K,','34@'<'-'IL6,;4<-'(@4321(CD 5;C3<4(1I%8(4'4NON*(-L+-PCHIQP'-)'C'6RH' STUVW
Attachment 7
980

!

"#
$
%" &'&()*+,-.
//012342((.5 67289.,::;(<,.= &)3(>?
',@(A(2= 1B/1BC1B; DB/ DBC DB;EB/EBCEB;6B/6BC6B; /)2(F,2G43-.)=4,25 C.)GG48H,I-A(J@(9K9L>M:NOM:PQ:RMOPSMO:N?M>RN:>:NRO>:

T-=-.(H,I-A(J@(9K9L>M:NOM:PQ:RMOPSMO:N?M>RN:>:NRO>:

U24=4)IVJVWLX@(9 SSSSSSSSSS SS &(YZB4*([Y\J[]<WCL:^SS:^SS:^SS:^SS:^SS:^SS:^SS :^SS &).*423B-5X[Y\:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS D,.*_,2(`2[<<.,)89E,E,E, E, [Y\6)=TI,aX@(9K9KI2:MOS:MOS:MOS:MOS:MOS:MOS:MOS:MOS:MOS:MOS:MOS:MOS [Y\TI,a;)=(X@(9K9>M:NOM:PQ:RMOPSMO:N?M>RN:>:NRO>:
&()*+,-.T)8=,.:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS &(.8(2=+()@7H(9Xb >>>>>>>>>> >> F)<X@(9K9 >PNNNR?OM>O:NNRONN:SQ:NM?>OOQO>:SRQ?Q [..4@(`20.((2S^>NS^>NS^>NS^>NS^>NS^>NS^SRS^N>S^N>S^>?S^PQS^PQ 6)=TI,aX@(9K9:>:O:MOS:PMP:>N::MOS:PMP:OM:?PO:RP?NPR?PPN:PMP 0.<H,I-A(J@LX@(9K9>M:NOM:PQ:RMOPSMOO:PONQN:>:NRO>:

0.<6)=TI,aJ5LX@(9K9KI2:>:O:MOS:PMP:>N::MOS:PMP:OM::OOO:MPQ:O>M:OOO:PMP V6(.@(J3]5LX5>^RM^NP^?P^NQ^M?:^SR^?P:^>P:^?:?^P?O^>S^O F78I(VFI().J3]8LX5:>^?M^NP^?:?^MQ^M?:^SR^?P:^>P:^?:?^P?O^>S^O &.,<U2/)2( :^SS:^SS:^SS:^SS:^SSS^S?:^SS :^SS /)2(0.<F)<J8LX@(9K9>PNNNR?OM>O:NNRONN:SQO?MOO>OQO>:SRQ?Q HKF;)=4,JcL S^::S^??S^>:S^>>S^?M:^S:S^MSS^QOS^QOS^P>S^OSS^S> [@)4IF)<J8])LX@(9K9>PNNNR?OM>O:NNRONN:RNO?MOO>M>N>:SRQ?Q +F'&I)=,,2;)=4,:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS d<5=.()AT4I=(.JUL:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS:^SS d24G,.Ae(I)7JYLX5K@(9NR^RNS^Q?Q^ONR^RN:^N?N^PRS^>?O^>?O^>N?^O:M^N:S^Q U28.e(I)7JY>LX5K@(9S^>S^NS^?S^NS^P?P^::N^O>R^?>P^QS^P :^QS^S U24=4)IVe(I)7JY?LX5K@(9S^SS^SS^SS^SS^SS^SS^SS^SS^SS^S S^SS^S b4I(B)8*`GVJPSbLX@(9KI2S^M?^Q>^::^ON^R:R^P?^?>R^Q>M^:P^M:P^:S^? d2543^',@(A(2=e(I)7X5K@(9 /20.<e(I)7JYLX5K@(9NR^MN:^?NS^SNO^SN:^QRQ^RON^QR?^PR?^:NN^>>S^?::^S /20.</`6 eeeeeT111e FB [<<.,)89H,IX@(9K9>PRQOO:PP::QSS [<<.,)89e(I)7X5K@(9N:^PR?^PR?^Q>P^N [<<.,)89/`6 e11 F C4A(.Z[55432(Y&95 :> NPR M &95e-.)=4,2J0fgf;8LX5?P^SPQ^S?R^S:>^SM>^S?R^S F9)23(&(.4,YJgf;8LX5P^ShPP^SN^SP^SP^S ')i0.((26(==423J0A)iLX5?:^ShPN?:^S:>^SO?^S?:^S ')iVFI().C4A(J3]8fU:LX5:P^PP?^?:N^?M^??Q^>??^S 0.((21i=C4A(J<]8LX5:^?S^R:^SS^::N^PS^S U2=(.5(8=4,26-AA).7 +F'R=9F=.Ie(I)7NO^S +F'R=9/`6 e E,=(5 h+F'R=98,A<-=)=4,2)I(2342(.(j-4.(5(j-)I8I().)28(=4A(5G,.=9(<9)5(58.,55423=9(W)..4(.^ klmnn Attachment 7
981

!"#
$ %&'()'*)+,-&'./)01,232'24501')-0627')892:;+,,'2)6 <=> !"">

!"#
%&'()'*)+,-&'.)&.?@2A*@,,@6B
$

"
C$
D:;+,,'2)6>1)'2>E116.@F> !"#?@-@.'4
.)9

GHHIJKLMN OLPQRGSSLNTUIUILJVWXRYOZIIQO
[\]
Attachment 7
982

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
+
&,.

HIIJKLMNOPM QRSTUSVWUXYZZS[[\V]SUS\VT

^_`
Attachment 7
983

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2

3435678 9
: ;*%0 $< $< $< $< =< =< =< =< =< =< ><><
?'!-0'%()!;@ " + ++. ""+++. ""
A'* *B C,0DEFGFHFFEIJ1H1KILGLJEGJIELH1LIE1LK1JL ;! &B C,0DEEFGJEJHK1KMMH1HHLJHL1F1GGG1 HIFF
KG0NB C,0DJGE1IEEKGIELJ1GMLF1EGFE1FLEK1LH11I1EJ "'% ?'(0
%-C,0DKMHKMHKMHKILKILKIL O/(0!
*<P
+'*CQD1LI B '%&%
P0RC;ND II )0!
&<
R?'(0C,0DELG1KE1KE1JGLEILEI )0!
&<P
+'*CQDGI 1 I 1L1 HI B '%&%
P0RC;ND1JL L I LGJ1LI 2

3435678 9
: ;*%0 >< >< >< ><)< )< )< )< )<
?'!-0'%()!;@ + + + . " " + ++.

A'* *B C,0D11E1LJ1EKFFLKJEELJKIJHFGIH ;!
&B C,0DJG HG ML EI1KLLEMLHLLG1LKF KG0NB C,0DKL1IK1LGHFLFJEEEEKMEFIJG1 "'% ?'(0
%-C,0DMLLMLLMLLFGJFGJFGJ O/(0!
*<P
+'*CQD B '%&%
P0RC;ND )0!
&<
R?'(0C,0D1GILMGLMG )0!
&<P
+'*CQD I 1HJ B '%&%
P0RC;ND I L1F1J
STU
Attachment 7
984

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2

34356789

:*%0 $; $; $; <; <; =; =; =; =;); ););
>'!-0'%()!:? " + . "+. " + + +. " ++
@'* *A B,0CDDEDFFD1GDDHDIJ1JDDHFDDGDEI1EIDGHDGK :! &A B,0CGE IK 1F EK GGDDILG LI IFD1I LEI1
HI0MA B,0CDJFDLGKEDJJD1FDH1DJKFGDDH1D1DJLD1L "'%
>'(0
%-B,0CKELGEJGEJLFGGLFGGLFGGK11K11 N/(0!
*;O
+'*BPC A '%&%
O0QB:MC )0!
&;
Q>'(0B,0CIIFIDKI1LJ )0!
&;O
+'*BPCL1FJ EJ J A '%&%
O0QB:MCE1DE J DD J 1
2

34356789

:*%0 ); >'!-0'%()!:?+.

@'* *A B,0C1J1 :!
&A B,0CF1
HI0MA B,0CDG1 "'%
>'(0
%-B,0CK11 N/(0!
*;O
+'*BPC A '%&%
O0QB:MC )0!
&;
Q>'(0B,0C )0!
&;O
+'*BPC A '%&%
O0QB:MC
RST
Attachment 7
985

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2

34356789
:9
;<
7 =*%0 $> $> $> ?> ?> @> @> @> @>)> )>)>
A'!-0'%()!=B " + . ""+"+++" ++
C'* *D E,0FGHIGJ1KH11I1HLJJGMGGHHGGJGKIHIHHL1 =! &D E,0F1LIH NHHLHO1 IML MH KG KJ NNGOK LM0PD E,0FNLG1I1O1GI1OH1MGGNGOJLHGONGLMHGL "'% A'(0
%-E,0FIL1IL1LIKLIKGINGINGIN1NJJ1NJJ Q/(0!
*>R
+'*ESFO O
D '%&%
R0TE=PF OO )0!
&>
TA'(0E,0FNMLMGMO )0!
&>R
+'*ESF GGH 1O 1
D '%&%
R0TE=PF GJ G O G
2

34356789
:9
;<
7 =*%0 )> A'!-0'%()!=B+.

C'* *D E,0FHO1 =!
&D E,0FHK
LM0PD E,0FGGK "'%
A'(0
%-E,0F1NJJ Q/(0!
*>R
+'*ESF D '%&%
R0TE=PF )0!
&>
TA'(0E,0F )0!
&>R
+'*ESF D '%&%
R0TE=PF 2

3U35678VWX;:<Y9
:9
;X =*%0 $> ?> ?> @> @> @> @>)> )> )>
A'!-0'%()!=B"+."+ . " + ++. " ++.

C'* *D E,0FNO II MN JK I1 IGGONG1LHGOHHG =!
&D E,0F1O HM HK HI GM HM 1N HM MJ MJ
LM0PD E,0FJJ JH KL ML KL JH L1 IJGM1GKJ "'%
A'(0
%-E,0F1K1MNKGHNGHNGHN1K11K1 Q/(0!
*>R
+'*ESFO D '%&%
R0TE=PFG )0!
&>
TA'(0E,0FJMLMGOO )0!
&>R
+'*ESF GOOO OH D '%&%
R0TE=PF OOOO GG
Z[\
Attachment 7
986

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2

3435678

97
:*%0 $; $; $; <; <; <; =; =; =;); ););
>'!-0'%()!:? " + . " + . " ++." "+
@'* *A B,0CDEFFGG1EGHIFHGFD1FHFHHIHEJGHJGEEHH1 :! &A B,0CG1GKHHK1GGKDGHKDDGDIFGFIJ EKGLI EL0MA B,0CLGGEGEJEIGD1FH1GJHFDJHFDGFIGLHFD1 "'% >'(0
%-B,0C1IKIIKIIKIKKIKK 1LD N/(0!
*;O
+'*BPC A '%&%
O0QB:MC )0!
&;
Q>'(0B,0CGHKGHLFKKFKLHKKHKK )0!
&;O
+'*BPC E G K1 K
A '%&%
O0QB:MC D K K1 G
2

3435678

97
:*%0 ););
>'!-0'%()!:? +.
@'* *A B,0CHLDGKD :!
&A B,0CGJGD EL0MA B,0CHKHL1
"'%
>'(0
%-B,0C1LD N/(0!
*;O
+'*BPC A '%&%
O0QB:MC )0!
&;
Q>'(0B,0CGIL )0!
&;O
+'*BPCJ A '%&%
O0QB:MCG R
ST
UU9 =0V!
V'?A '%&%
O0QWH11
XYZ
Attachment 7
987

!!"#$%&$ ' (&)* ++&,-.
/ %0
1

2324567 8
9
:)$/ #; #; #; #; <; <; <; <; <; <; =;=;
>& ,/&
$'( :? ! * **- !!***- !! @&))AB+/CDEDF0GHIIJGJ00EJFJDKDDJIJJIJL00HGJJK M: %AB+/CJE0JEEJHK0GLDF0LIJDFJLL0JGEL FFEE GF/NAB+/CHJKHK0DEFJKIEEJJKDJHJGLJJK0F00000FK !&$
>&'/$,B+/CGIKGIKGIKGLJGLJGLJ O.'/ );P
*&)BQC A&$%$P/RB:NC (/
%;R>&'/B+/CDJF0GD0GD0HFJDLJDL (/
%;P
*&)BQC0D 0 L0E D0 A&$%$P/RB:NCHK D LJH IJ 1
2324567 8
9
:)$/ =; =; =; =;(; (; (; (; (;
>& ,/&
$'( :? * * * - ! ! * **-
@&))AB+/CJKGJEED0KJ0LDLHDDLFFDFJFHHK M: %AB+/C0FH0IF0EF0LLJJKJKJDJ0JIEJHG GF/NAB+/CJDKJFGJEFJ0DDDEDKHKKJFEHHLF !&$ >&'/$,B+/CIJJIJJIJJEFHEFHEFH O.'/ );P
*&)BQCF L
A&$%$P/RB:NC LL (/
%;R>&'/B+/C0FLJIFJIF (/
%;P
*&)BQC0 0I L GJDJ A&$%$P/RB:NC0 DF 0JDK0I
STU
Attachment 7
988

!!"#$%&$ ' (&)* ++&,-.
/ %0
1

23245678

9)$/ #: #: #: ;: ;: <: <: <: <:(: (:(:
=& ,/&
$'( 9> ! * - !*- ! * * *- ! ** ?&))@A+/BCCDCEFC0GCDD0EGCFGCGECHFCHCCDI EHJK L9 %@A+/BIJ DH DH KHC0KDH 0K 0J G0 II 0IGJ
JK/M@A+/BCCGC0FHHCCE00IHGHJC0GC0IC0K IGHE
!&$
=&'/$,A+/BEGDIGFIGFDHIIDHIIDHIIE00E00 N.'/ ):O
*&)APB @&$%$O/QA9MB (/
%:Q=&'/A+/BKKHKCEK0DF (/
%:O
*&)APBDGCF F @&$%$O/QA9MBKD0F F 1

23245678

9)$/ (: =& ,/&
$'( 9>*-
?&))@A+/BC0C L9 %@A+/BIG
JK/M@A+/BCFI !&$
=&'/$,A+/BE00 N.'/ ):O
*&)APB @&$%$O/QA9MB (/
%:Q=&'/A+/B (/
%:O
*&)APB @&$%$O/QA9MB
RST
Attachment 7
989

!!"#$%&$ ' (&)* ++&,-.
/ %0
1

23245678
98
:;
6
<)$/ #= #= #= >= >= ?= ?= ?= ?=(= (=(=
@& ,/&
$'( <A ! * - !!*!***! ** B&))CD+/EFGG0FHIJ0KI0FLHIFMGFMMFHLFMGKGF0FJ N< %CD+/EHMFHKFJKFFFM0 0MK MK HG MOFLLFFG JI/PCD+/EFGOKMLIL0LLKOG0KFILFIFFKMFIHFJKK0H !&$ @&'/$,D+/EOJ0OJ0JOGJOGFOMFOMFOM0MHH0MHH Q.'/ )=R *&)DSE LLL C&$%$R/TD<PE FFL (/
%=T@&'/D+/EMIJIFIL (/
%=R
*&)DSE I0O I0 K
C&$%$R/TD<PE JKI LFF K
1

23245678
98
:;
6
<)$/ (= @& ,/&
$'( <A*-
B&))CD+/EFG0 N< %CD+/EFJ
JI/PCD+/EFFK !&$
@&'/$,D+/E0MHH Q.'/ )=R
*&)DSE C&$%$R/TD<PE (/
%=T@&'/D+/E (/
%=R
*&)DSE C&$%$R/TD<PE 1

2U24567VWX:9;Y8
98
:X
<)$/ #= >= >= ?= ?= ?= ?==FJ(=(= (= @& ,/&
$'( <A!*-!* - ! * **-*!* *- B&))CD+/EFMJOK HL MKFKLFFJFO00GFLKJI JK N< %CD+/EMI KG KF 0I 0K GH MK F00KK KL JI/PCD+/EFIGIM IF OL M0FLLFIKFO OI HG H0 !&$ @&'/$,D+/E0G0IMGFKMFKMFKMGIM0G00G0 Q.'/ )=R
*&)DSE LLK C&$%$R/TD<PE LLJ (/
%=T@&'/D+/EHIJIFLL (/
%=R
*&)DSE FLLL FL C&$%$R/TD<PE LLKL IL
Z[\
Attachment 7
990

!!"#$%&$ ' (&)* ++&,-.
/ %0
1

2324567

896

:)$/ #; #; #; <; <; <; =; =; =;(; (;(;
>& ,/&
$'( :? ! * - ! * - ! **-! !* @&))AB+/CDEFGDED0HDI0GDIE0FGH00H0J0IDKHDFFGGD L: %AB+/CGE FD EI 0GDDJDMKMFGHJEIFMDDI0FE FJ/NAB+/CKJDKGMHM0DFIEDIGI0EFJ0HID0KDHMDKM !&$
>&'/$,B+/C0HIHHIHHIHIIHII 0JM O.'/ );P
*&)BQCI I
A&$%$P/RB:NC II (/
%;R>&'/B+/CDEIDEJGIIGIJEIIEII (/
%;P
*&)BQC I J D IDJ
A&$%$P/RB:NC I H I IDE
1

2324567

896

:)$/ (;(;
>& ,/&
$'( :? *- @&))AB+/CGEKG0
L: %AB+/CDIEG FJ/NAB+/CDFID0
!&$
>&'/$,B+/C0JM O.'/ );P
*&)BQC A&$%$P/RB:NC (/
%;R>&'/B+/CDHJ (/
%;P
*&)BQCD A&$%$P/RB:NCI S
TU
VV8 =/W

W&?A&$%$P/RXEJD
YZ[\
Attachment 7
991

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
+
&,.

HIIJKLMNOPMM QRSTUSVWXYZTX[\]Q^U U[_``S^^\VaSUS\VT
bcdd
Attachment 7
992

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4 56578
9: ;
< !=
,
'2 &> &> &> &> ?> ?> ?> ?> ?> ?> @>@>
A)#
/2)!'*+
#=
B $ - --0 $$---0 $$
C),",D"
"
E.2FGHIJKHLLMGIK3HHNIGGHKGKHNIH3LL3IN3IJ =
#
(
D"
"
E.2FGG3KGHGIJ3HNJM3JGNION3J3IGKI LHMN
MI2PD"
"
E.2FKK3HIMJKHNMG3LLNHJGIIGOJNGK3333GN3KI $)'A)*2
'/
E.2FMJLMJLMJLMONMONMON Q1*2#

,>R-),
ESF3 D"
")'(

'
R2TE=
PFO +2!#
(
>
TA)*2E.2FGNI3MG3MG3KINGONGO +2!#
(
>R-),
ESFGH O O 3N3K D"
")'(

'
R2TE=
PF3OL 3 O KIIM 4 56578
9: ;
< !=
,
'2 @> @> @> @>+> +> +> +> +>
A)#
/2)!'*+
#=
B - - - 0 $ $ - --0

C),",D"
"
E.2F3JG3JI3LG33NNMHGGKLOKIHOIGO =
#
(
D"
"
E.2FMG3OKMHGHN3GNILGKJGOJNIN MI2PD"
"
E.2F3IO3II3ILHOGNLGLKLLLIHMKGN $)'A)*2
'/
E.2FGGGGGGGGGHIKHIKHIK Q1*2#

,>R-),
ESFK O
D"
")'(

'
R2TE=
PF OO +2!#
(
>
TA)*2E.2F3IONJINJI +2!#
(
>R-),
ESF 3 J3JI D"
")'(

'
R2TE=
PF 3N3 IK 3H
UVWX
Attachment 7
993

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4 56578
9:;
!<
,
'2 &= &= &= >= >= ?= ?= ?=+=+= +=+=
@)#
/2)!'*+
#<
A $ - 0 $-0 $ - -0 $ - -0
B),",C"
"
D.2EFGHF3IHJFGKFI33F33LF3LG3LL3FGFH3MI
<
#
(
C"
"
D.2EJH LJ KL KM INF3GFF3FKFF3HII NI33
HJ2OC"
"
D.2EFGLFGLNLMKF3MFHM3GN3FH3FLFJLFJFJJ
$)'@)*2
'/
D.2ENLHILJILJJL3JL3KKLKKLKKL P1*2#

,=Q-),
DRE C"
")'(

'
Q2SD<
OE +2!#
(
=
S@)*2D.2EJJMJFMJ3KG +2!#
(
=Q-),
DREFMJF LF GG C"
")'(

'
Q2SD<
OE3L H F FL 3 3 G 4 56578
9:;
!<
,
'2 =FK=FK=FK @)#
/2)!'*+
#<
A ---
B),",C"
"
D.2ENFFGI <
#
(
C"
"
D.2E KGG HJ2OC"
"
D.2EJGNL $)'@)*2
'/
D.2EKKKKKKKKK P1*2#

,=Q-),
DREG C"
")'(

'
Q2SD<
OEG +2!#
(
=
S@)*2D.2E +2!#
(
=Q-),
DRE C"
")'(

'
Q2SD<
OE
TUVW
Attachment 7
994

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4 56578
9:;

<;=>
9 !?
,
'2 &@ &@ &@ A@ A@ A@ B@ B@ B@@CD@CD+@
E)#
/2)!'*+
#?
F $ - 0 $$-0 $--- -$
G),",H"
"
I.2JCKKCLM3N3OP33O3OQQDDKD333 CKCQK ?
#
(
H"
"
I.2J3NMO NDDQDKK 3 MCKLCKOK KL3
PL2RH"
"
I.2JN3C3O3C3C3DPC3P3OCPLCPND MCCP $)'E)*2
'/
I.2JMP3MP3PNOPNOPNOCMNCMN3OK3OK S1*2#

,@T-),
IUJC D
H"
")'(

'
T2VI?
RJ QM +2!#
(
@
VE)*2I.2JNLPL COK +2!#
(
@T-),
IUJ DCDCD K
H"
")'(

'
T2VI?
RJ CQ 3 4 56578
9:;

<;=>
9 !?
,
'2 +@ +@ +@@CO@CO E)#
/2)!'*+
#?
F --0 --
G),",H"
"
I.2J3CD3DQDKKCNCL
?
#
(
H"
"
I.2JCMCCMQLDCC PL2RH"
"
I.2JDNDDNOCQOCMCN
$)'E)*2
'/
I.2JDPKDPKMMDMMD S1*2#

,@T-),
IUJ DC H"
")'(

'
T2VI?
RJCKN +2!#
(
@
VE)*2I.2JCOK +2!#
(
@T-),
IUJDKD3K H"
")'(

'
T2VI?
RJCDCNK 4 5W578
9:X

Y

!?
,
'2 A@ B@B@@CQ@CO+@ +@ +@@CL E)#
/2)!'*+
#?
F$0----$---
G),",H"
"
I.2J3O DC DD CK O3CCKNCCQM ?
#
(
H"
"
I.2J M C C K K D PCCK PL2RH"
"
I.2JDL CK CK M DC3 LK QKL $)'E)*2
'/
I.2JOD3NPQNPQMMDDPKCCO3CCO3LOD S1*2#

,@T-),
IUJ H"
")'(

'
T2VI?
RJ +2!#
(
@
VE)*2I.2JDLK +2!#
(
@T-),
IUJ H"
")'(

'
T2VI?
RJ
Z[\]
Attachment 7
995

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4 56578
9:
;<=>?@A

?A>= !B
,
'2 &C DC DC EC EC EC EC+C +C +C
F)#
/2)!'*+
#B
G$-0$- 0 $ - --0 $ --0

H),",I"
"
J.2KL3 MN MO O3 LPNQRLQMQPNSPNS B
#
(
I"
"
J.2KTS PT PR PT PP TS PT PO SN SN
LS2UI"
"
J.2KRR OQ SL SP OL MM OM OLNS3NSP $)'F)*2
'/
J.2KTMQRPQNRTNRTNRTT3QT3Q V1*2#

,CW-),
JXK I"
")'(

'
W2YJB
UK +2!#
(
C
YF)*2J.2KOSLSNQQ +2!#
(
CW-),
JXK NNQQ QP I"
")'(

'
W2YJB
UK NQQQ QN 4 5Z578
9:
?9 !B
,
'2 &C &C &C DC DC DC EC EC EC+C +C+C
F)#
/2)!'*+
#B
G $ - 0 $ - 0 $ --0$ $-
H),",I"
"
J.2KRSPTSNSMNNOPNTTQRPQTTNQTTPN3LPQTTTM B
#
(
I"
"
J.2KNONNOTT3SNQRNTNLPNLMPQNRQ LLNSR LS2UI"
"
J.2KSNPQSLMLONMRP3NNRPPLPPLRNPLNONPLP $)'F)*2
'/
J.2KSRPRPORPOOQSOQS 3PS V1*2#

,CW-),
JXK Q
I"
")'(

'
W2YJB
UK +2!#
(
C
YF)*2J.2KNTQNTSPQQPQSTQQTQQ +2!#
(
CW-),
JXK L N QO Q
I"
")'(

'
W2YJB

UK M Q QO N
4 5Z578
9:
?9 !B
,
'2 +C+C
F)#
/2)!'*+
#B
G -0
H),",I"
"
J.2KTRTN3O B
#
(
I"
"
J.2KNRML LS2UI"
"
J.2KTPNOL
$)'F)*2
'/
J.2K3PS V1*2#

,CW-),
JXK I"
")'(

'
W2YJB
UK +2!#
(
C
YF)*2J.2KNOS +2!#
(
CW-),
JXKR I"
")'(

'
W2YJB
UKN [>\
]]? E
2^!#^)G
I"
")'(

'
W2Y_3NP
`abc
Attachment 7
996

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2
3435
6

78 9

: ;*%0 $< $< $< $< =< =< =< =< =< =< ><><
?'!-0'%()!;@ " + ++. ""+++. ""
A'* *B C,0DEFGGFHGIGHJF1EIHKHEFHEHLHGE1FL1ELHMH N;! &B C,0DHGMHFGHEH1MJG11ILHEHHI11EELL FL11L JK0OB C,0DELLGI1EEGHFE1IKH1GE1MHLJHH11KI11GH1F "'% ?'(0
%-C,0DJLFJLFJLFJIHJIHJIH P/(0!
*<Q
+'*CRD B '%&%
Q0SC;OD )0!
&<
S?'(0C,0DEHK1JE1JE1GKHEIHEI )0!
&<Q
+'*CRD G 1 I1M H1 I
B '%&%
Q0SC;OD1F H IHE FG I
2
3435
6

78 9

: ;*%0 >< >< >< ><<1E)< )< )< )< )<
?'!-0'%()!;@ + + + . + " " + ++.

A'* *B C,0DEGFEKMELKH1I JHMIEHEKHKGJIEMM N;!
&B C,0DHIJHHMHG11GI I1JLHEEHMIHEMH1I JK0OB C,0DEIKEHKEKKHFG MHJJEEGK1JGKFEK1 "'% ?'(0
%-C,0DEEEEEEEEEEEGMKGMKGMKG P/(0!
*<Q
+'*CRD II1 I
B '%&%
Q0SC;OD 1HL I )0!
&<
S?'(0C,0D1KIHLKHLK )0!
&<Q
+'*CRDK EH I E 1H E B '%&%
Q0SC;ODJ FG I JEH1I
TUVW
Attachment 7
997

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2
3435
6

789
:*%0 $; $; $; <; <; =; =; =;;>?); ););
@'!-0'%()!:A " + . "+. " ++.+" ++
B'* *C D,0E>>F1>G>HI>1F1JG>G1H>JHHF>>>JK>>1>HK L:! &C D,0EJK FI ?> ?F>1H?>>JG1KK KJ? FI?M
G?0NC D,0E>>F>?K>KF>KJ11J>HGHKMH1J M>FH>K1>KM "'%
@'(0
%-D,0EJFGIF?IF??F1?F1>>FHHHFHHF O/(0!
*;P
+'*DQE C '%&%
P0RD:NE )0!
&;
R@'(0D,0E??M?>M?1HK )0!
&;P
+'*DQE1M>1 >1K C '%&%
P0RD:NEF1FH I K 2
3435
6

789
:*%0 );;>H;>H;>H @'!-0'%()!:A .+++ B'* *C D,0E?FFMG L:!
&C D,0E>HKKK G?0NC D,0EFKFII "'%
@'(0
%-D,0EHHFHHHHHHHHH O/(0!
*;P
+'*DQE C '%&%
P0RD:NE )0!
&;
R@'(0D,0E )0!
&;P
+'*DQE C '%&%
P0RD:NE
STUV
Attachment 7
998

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2
3435
6

789

:9;<

7 =*%0 $> $> $> ?> ?> ?> @> @> @>>AB>AB)>
C'!-0'%()!=D " + . ""+. "+++ +"
E'* *F G,0HAIJBKBJI1AABKIBKLBBIIBJIKM NKBOO P=!
&F G,0HJNAIOANBOMALL B 1ABIA1JJ JAOJ NJ0QF G,0HA11BINILBKNBMIBJ11BBMBIIIO I1ANM "'% C'(0
%-G,0HLN1LN1NKINKINKIALKALK1IO1IO R/(0!
*>S
+'*GTHB 1
F '%&%
S0UG=QHAIAK
)0!
&>
UC'(0G,0HKJNJ AIO )0!
&>S
+'*GTH I11AI J
F '%&%
S0UG=QH LB1A B1 2
3435
6

789

:9;<

7 =*%0 )> )> )>>AI>AI C'!-0'%()!=D ++. ++
E'* *F G,0H1MA1JKBOOJKIJ
P=!
&F G,0HB1IB1KJK1B NJ0QF G,0H1JO1INANOBLB1
"'%
C'(0
%-G,0HBNOBNOLLBLLB R/(0!
*>S
+'*GTH JM F '%&%
S0UG=QHBL1B
)0!
&>
UC'(0G,0HAIO )0!
&>S
+'*GTH1A1B
F '%&%
S0UG=QH1OAM
2
3V35
6

78W

X

=*%0 ?> @> @> @>)> )> )>
C'!-0'%()!=D". ++. "++
E'* *F G,0H1O L1 KO AB AN 1N JK
P=!
&F G,0H MJMOABJ NJ0QF G,0HBB 11 1M MAA AM 1B "'%
C'(0
%-G,0HIB1KNMKNMAAI1AAI1 R/(0!
*>S
+'*GTH F '%&%
S0UG=QH )0!
&>
UC'(0G,0HBOOBJO )0!
&>S
+'*GTH F '%&%
S0UG=QH
YZ[\
Attachment 7
999

!
""#$%&'%!( )'*+!
,,'-./!0
&1
2
3435
6

78
9:;<=>?

=?<;
@*%0 $A BA BA CA CA CA CAADE)A)A )AAFD G'!-0'%()!@H"+."+ . " + ++.+"+ +.+ I'* *J K,0LFMNOM O1 NPFF1FQQFQPF1PEFD1FDOM R@!
&J K,0LME DF D1 QQ DN 1M 1D SDNQ1 QFS NE0TJ K,0LFEQEE EQ PD MOFSPFSE PODNF MPO "'% G'(0
%-K,0LQMSPDSFPQFPQFPQ1DEQ1SQ1SFPM U/(0!
*AV
+'*KWL SSS J '%&%
V0XK@TL SSF )0!
&A
XG'(0K,0LOENEFSS )0!
&AV
+'*KWL FFFS SF J '%&%
V0XK@TL SSQS SS 2
3Y35
6

78

=Z7 @*%0 $A $A $A BA BA BA CA CA CA)A )A)A
G'!-0'%()!@H " + . " + . " ++." "+
I'* *J K,0LFSSFMFF1MFEQDDFQ1ODO1ESM1NNFEOFMODES R@! &J K,0LDO NQ Q1 1PFSMFOMNODPFDNOPNFSEFSQ NE0TJ K,0LOMFOPN1FSEFNDDM1DFN1FQ11SFQPFOSFN1 "'% G'(0
%-K,0LEPDPDOPDOOSEOSE 1DE U/(0!
*AV
+'*KWLS S
J '%&%
V0XK@TL SS )0!
&A
XG'(0K,0LFQSFQEDSSDSEQSSQSS )0!
&AV
+'*KWL E F SFO S
J '%&%
V0XK@TL O S FF1
2
3Y35
6

78

=Z7 @*%0 )A)A
G'!-0'%()!@H +.
I'* *J K,0LD1MQE
R@!
&J K,0LFFM1 NE0TJ K,0LDSSDS
"'%
G'(0
%-K,0L1DE U/(0!
*AV
+'*KWL J '%&%
V0XK@TL )0!
&A
XG'(0K,0LFOE )0!
&AV
+'*KWLQ J '%&%
V0XK@TLF [<
\
]]
= C0^!
^'HJ '%&%
V0X_1EN
`abc
Attachment 7
1000

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
+
&,.

HIIJKLMNOPMMM QRSTUVWXYZ[\]^Z__TS``[aa^b][_[^bc
defg
Attachment 7
1001

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4567689
:;
5<
= !>
,
'2 &? &? &? &? @? @? @? @? @? @? A?A?
B)#
/2)!'*+
#>
C $ - --0 $$---0 $$
D),",E"
"
F.2GHIJ3KLMNN3NII3I3LJLHILHHHLJOLKH3MO3MI >
#
(
E"
"
F.2GHPKI3LPJIOIOIL3POLMLLLH3MJMK PM3KH NJ2QE"
"
F.2GOHH3LM33L3LNHN3MLLIPHMLHKNLJK3OP3OK3ML $)'B)*2
'/
F.2GNPMNPMNPMNKLNKLNKL R1*2#

,?S-),
FTGOOMK E"
")'(

'
S2UF>
QG KKK +2!#
(
?
UB)*2F.2GHLJ3NH3NH3OJLHKLHK +2!#
(
?S-),
FTGPH O K 3LH PK E"
")'(

'
S2UF>
QGLNM3L K LMO3M3 4567689
:;
5<
= !>
,
'2 A? A? A? A?+? +? +? +? +?
B)#
/2)!'*+
#>
C - - - 0 $ $ - --0

D),",E"
"
F.2G3MP3NM3NL3J3HKJHHJNKHIIJIIL >
#
(
E"
"
F.2GI33KM33KJ3LPHHLIIL3PPPP3P NJ2QE"
"
F.2G3HI3MH3MN3KNHJNHPK3KJN3KOM3KOK $)'B)*2
'/
F.2GPLLPLLPLLIJOIJOIJO R1*2#

,?S-),
FTGJJ LL 3I
E"
")'(

'
S2UF>
QG KKK +2!#
(
?
UB)*2F.2G3JKLPJLPJ +2!#
(
?S-),
FTG L KL3 OP HM
E"
")'(

'
S2UF>
QG L K3KPLHM3M3
VWXY
Attachment 7
1002

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
456678
9:;5 !<
,
'2 &= &= &= >= >= ?= ?= ?= ?=+= +=+=
@)#
/2)!'*+
#<
A $ - 0 $-0 $ - - -0 $ --
B),",C"
"
D.2EFFGFHHFIJFFHFJFFKKFLMFKF3GL3NJ333FKK <
#
(
C"
"
D.2EJJ LM 3N LM JJFILJJKGF3LFLJ HGFIJ HL2OC"
"
D.2EFF3FGLJNFIKF3FFNNFGIFLI3IJ3JIFNJFNG $)'@)*2
'/
D.2ENMGJMIJMIGKJJGKJJGKJJN33N33 P1*2#

,=Q-),
DRE C"
")'(

'
Q2SD<
OE +2!#
(
=
S@)*2D.2ELLKLFNL3GI +2!#
(
=Q-),
DREGMLI FI 3 I
C"
")'(

'
Q2SD<
OEMLFII 3I K I
456678
9:;5 !<
,
'2 += @)#
/2)!'*+
#<
A-0

B),",C"
"
D.2E3FI <
#
(
C"
"
D.2EF3M HL2OC"
"
D.2EFH3 $)'@)*2
'/
D.2EN33 P1*2#

,=Q-),
DRE C"
")'(

'
Q2SD<
OE +2!#
(
=
S@)*2D.2E +2!#
(
=Q-),
DRE C"
")'(

'
Q2SD<
OE
TUVV
Attachment 7
1003

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4567689
:;<=<>?

: !@
,
'2 &A &A &A BA BA CA CA CA CAADE +A+A
F)#
/2)!'*+
#@
G $ - 0 $$-$---- $-
H),",I"
"
J.2KD33DLM3NONEOP3NLEPEDOEDNQ MEDPNRD @
#
(
I"
"
J.2KNQLE L3NM3DD OMM QM ODP QMEDM RO2SI"
"
J.2KDPRDOQ3DNMLNODEODOLDNPDED ODOM3MM $)'F)*2
'/
J.2KMR3MR3RMNRMNDMLDMLDML3N3 3LQQ T1*2#

,AU-),
JVK PPP I"
")'(

'
U2WJ@
SK DPP +2!#
(
A
WF)*2J.2KLORODOP +2!#
(
AU-),
JVK 3DRO PDD
I"
")'(

'
U2WJ@
SK 3DPD EM 4567689
:;<=<>?

: !@
,
'2 +A+A
F)#
/2)!'*+
#@
G --0

H),",I"
"
J.2KQPLN3R @
#
(
I"
"
J.2KE3MRP
RO2SI"
"
J.2KNDLEMR $)'F)*2
'/
J.2K3LQQ3LQQ T1*2#

,AU-),
JVK I"
")'(

'
U2WJ@
SK +2!#
(
A
WF)*2J.2K +2!#
(
AU-),
JVK I"
")'(

'
U2WJ@
SK
XYZ[
Attachment 7
1004

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
456
678
9:;<5=>?@ABC?C>= !D
,
'2 &E FE FE GE GE GE GEEHIEHI+E +E+E
J)#
/2)!'*+
#D
K$-0$- 0 $ - --0--$ --0

L),",M"
"
N.2OHPQI3IPHQPQHQHRQHPSTSUTSTHS3QPPQIS D
#
(
M"
"
N.2ORR TV QP PQHHQPQP3HSTHSSTU UTVQ
IV2WM"
"
N.2OH3RRUUVH33Q3UHUTHUPTRQTRHRVHPHHRH $)'J)*2
'/
N.2OT3TVP3HQPHQPHQP3VP3VPT3TT3T X1*2#

,EY-),
NZOHUQRQQQQ SS M"
")'(

'
Y2[ND
WO SH33HS HH HU H3 QQ +2!#
(
E
[J)*2N.2OUVIVHSS +2!#
(
EY-),
NZO 3 HTQP S T
M"
")'(

'
Y2[ND
WO Q SHV3U H Q
456
678
9:;<5=>?@ABC?C>= !D
,
'2 EHQEHQ J)#
/2)!'*+
#D
K --
L),",M"
"
N.2ORVUI
D
#
(
M"
"
N.2O TT IV2WM"
"
N.2OTHQP
$)'J)*2
'/
N.2OHRPHRP X1*2#

,EY-),
NZOS M"
")'(

'
Y2[ND
WOS +2!#
(
E
[J)*2N.2O +2!#
(
EY-),
NZO M"
")'(

'
Y2[ND
WO
\]^_
Attachment 7
1005

!"#
$$%&'()'

#* +),-#
..)/0
1!#2

(
3
4567689
:;
<: !=
,
'2 &> &> &> ?> ?> ?> @> @> @>+> +>+>
A)#
/2)!'*+
#=
B $ - 0 $ - 0 $ --0$ $-
C),",D"
"
E.2FGGHIHJG3JIKLL3HGMLKN3JL3GOLNILKHHLH =
#
(
D"
"
E.2FJLJJ3HKNGJIKJGJJJKLMKHHIJNJJK3JHL M32PD"
"
E.2FNOLJGJINMHJO3HJJLNLNMJ3LHLJNLH3L3H $)'A)*2
'/
E.2FNKIKKIKKIKIIKII N3O Q1*2#

,>R-),
ESFH 3
D"
")'(

'
R2TE=
PF II +2!#
(
>
TA)*2E.2FJHIJH3LIILI3HIIHII +2!#
(
>R-),
ESF M I J ILJI II D"
")'(

'
R2TE=
PF O I I JL IJ 4567689
:;
<: !=
,
'2 +>+>>JM A)#
/2)!'*+
#=
B -0 -
C),",D"
"
E.2FHNLJ3IJL
=
#
(
D"
"
E.2FJ3IMI M32PD"
"
E.2FLGOGKK $)'A)*2
'/
E.2FN3OJLO Q1*2#

,>R-),
ESF D"
")'(

'
R2TE=
PF +2!#
(
>
TA)*2E.2FJK3 +2!#
(
>R-),
ESF3 D"
")'(

'
R2TE=
PFJ UVW
XX< @
2Y!#Y)B
D"
")'(

'
R2TZJHO3
[\]^
Attachment 7
1006

!"
##$%&'(&

") *(+,"
--(./
0 "1
'
2
3456578
9:
4;
<
+
&1 %= %= %= %= >= >= >= >= >= >= ?=?=
@("
.1( &)*
"<
A # , ,,/ ##,,,/ ##
B(+!+C!
!
D-1EFGH2IJJ2IIJKGG2HJJHFLIFFMIFFFJIH2J2JKI N<
"
'
C!
!
D-1EFGIGKJGFGHIGLJ2LFJGLJLL2GF22I HK2GF KH1OC!
!
D-1EL2K2JJH2J2H2IJK2ILJGPFG2FFPJMHJIF2IGFPG #(&
@()1
&.
D-1EKMPKMPKMPKIJKIJKIJ Q0)1"

+=R
,(+
DSEPH2I2 C!
!(&'
&
R1TD<
OE III *1 "
'
=
T@()1D-1EFJH2KF2KF2LHJFIJFI *1 "
'
=R
,(+
DSEMK 2 I IJK GF I
C!
!(&'
&
R1TD<
OEF2P L I ILGJM22 I
3456578
9:
4;
<
+
&1 ?= ?= ?= ?=*= *= *= *= *=
@("
.1( &)*
"<
A , , , / # # , ,,/

B(+!+C!
!
D-1EMLHMLMMHKJ2IFIHFFHGKFGPPPHP N<
"
'
C!
!
D-1EHMIHG2HKP2MJJGKFJ2ML2HKGFFI KH1OC!
!
D-1EGKPGKJKIMJMGFHIFGI222H2IFGHPH #(&
@()1
&.
D-1EMJJMJJMJJGHLGHLGHL Q0)1"

+=R
,(+
DSE HHM PIII C!
!(&'
&
R1TD<
OEFJ FP LM III *1 "
'
=
T@()1D-1E2HIJMHJMH *1 "
'
=R
,(+
DSEHJPJ LLIMKF C!
!(&'
&
R1TD<
OE2IL2LJJI2F2JHM2F
UVWX
Attachment 7
1007

!"
##$%&'(&

") *(+,"
--(./
0 "1
'
2
345567
89:4 ;
+
&1 %< %< %< =< =< >< >< >< ><*< *<*<
?("
.1( &)*
";
@ # , / #,/ # , , ,/ # ,,
A(+!+B!
!
C-1DEEF2FEEFG222HIJ2JIKILIH2IGMEKE MHK2
N;
"
'
B!
!
C-1DMJ FM FH LEEIHMJHMEHILFEKKE EMH2
IG1OB!
!
C-1DE2JEGKEJKEFGH22EIEEJ2IEJL2EJIGEFL GHMJ
#(&
?()1
&.
C-1DMFHLFJLFJHKLLHKLLHKLLM22M22 P0)1"

+<Q
,(+
CRD B!
!(&'
&
Q1SC;
OD *1 "
'
<
S?()1C-1DGGKGEMG2HJ *1 "
'
<Q
,(+
CRDHHEE HEJ B!
!(&'
&
Q1SC;
ODGHHE EGJ 345567
89:4 ;
+
&1 *< ?("
.1( &)*
";
@,/

A(+!+B!
!
C-1DEE2 N;
"
'
B!
!
C-1DGF
IG1OB!
!
C-1DEJJ #(&
?()1
&.
C-1DM22 P0)1"

+<Q
,(+
CRD B!
!(&'
&
Q1SC;
OD *1 "
'
<
S?()1C-1D *1 "
'
<Q
,(+
CRD B!
!(&'
&
Q1SC;
OD
TUVW
Attachment 7
1008

!"
##$%&'(&

") *(+,"
--(./
0 "1
'
2
3456578
9:;;<=

9 >
+
&1 %? %? %? @? @? A? A? A? A??BC?BC?BC D("
.1( &)*
">
E # , / ##,#,,,, ,,
F(+!+G!
!
H-1IBJKJJJKLJCB2MLNKCKOCKCCCLPB KCCL
Q>
"
'
G!
!
H-1IMLC2KBOCOPCJJ PBKCBJKBCC2 CB NK1RG!
!
H-1IBPBJOCJJ2MK2JNKLC2JCCPCLCCK CJBJ
#(&
D()1
&.
H-1ION2ON2NOJNOJBOMBOMBOM2J22J22J2 S0)1"

+?T
,(+
HUI 2CB G!
!(&'
&
T1VH>
RIBPBBJ *1 "
'
?
VD()1H-1IMKNK
*1 "
'
?T
,(+
HUI MKOB2
G!
!(&'
&
T1VH>
RIBK2NB 3456578
9:;;<=

9 >
+
&1 *? *? *? *?
D("
.1( &)*
">
E # , ,,/

F(+!+G!
!
H-1IBOLCOB22NCK2 Q>
"
'
G!
!
H-1INBNNBLMCP
NK1RG!
!
H-1IBP2BNNC2OB2J #(&
D()1
&.
H-1I2MPP2MPP2MPP S0)1"

+?T
,(+
HUI G!
!(&'
&
T1VH>
RI *1 "
'
?
VD()1H-1IBKL *1 "
'
?T
,(+
HUI KB G!
!(&'
&
T1VH>
RICLC
WXYZ
Attachment 7
1009

!"
##$%&'(&

") *(+,"
--(./
0 "1
'
2
345
567
89:;4<=>?@AA=< B
+
&1 %C DC DC EC EC EC ECCFGCFG*C *C*C
H("
.1( &)*
"B
I#,/#, / # , ,,/,,# ,,/

J(+!+K!
!
L-1MNOPFQGFORFOSOORFQGOFNNPTNSFFFNFRQFPT UB
"
'
K!
!
L-1MFGNRS 2O Q2FORFFTFPNRQ Q2 22 RO2Q
GR1VK!
!
L-1MNT2FNTGNFNTOONFPQOFSORQOSFGPFNRFO2 #(&
H()1
&.
L-1MN2NRS2FOSFOSFOS2RS2RSN2NN2N W0)1"

+CX
,(+
LYMT Q FN 2FNTT K!
!(&'
&
X1ZLB
VM T TGP OP GPFN *1 "
'
C
ZH()1L-1MPRGRFTT *1 "
'
CX
,(+
LYMFO NFSFFO O
K!
!(&'
&
X1ZLB
VM Q OFO2FFFQ F
345
567
89:;4<=>?@AA=< B
+
&1 CFOCFO H("
.1( &)*
"B
I ,,
J(+!+K!
!
L-1M 2OG
UB
"
'
K!
!
L-1M TF GR1VK!
!
L-1M NFQ
#(&
H()1
&.
L-1MFQSFQS W0)1"

+CX
,(+
LYM K!
!(&'
&
X1ZLB
VM *1 "
'
C
ZH()1L-1M *1 "
'
CX
,(+
LYM K!
!(&'
&
X1ZLB
VM
[\]^
Attachment 7
1010

!"
##$%&'(&

") *(+,"
--(./
0 "1
'
2
3456578
9:
;9 <
+
&1 %= %= %= >= >= >= ?= ?= ?=*= *=*=
@("
.1( &)*
"<
A # , / # , / # ,,/# #,
B(+!+C!
!
D-1EFFGGHIFGJG2KLH2LMJGLNLJNLNFFLHFK2GHL O<
"
'
C!
!
D-1EJF KG JH 2LGFKN2LFGK22G2MGKJFFKKJ
K21PC!
!
D-1EMMFMGMMFNG2LFMHGGILMGGMFMF2LFIHFMH #(&
@()1
&.
D-1ENLHLLHLLHLHHLHH N2I Q0)1"

+=R
,(+
DSEG M GGJK
C!
!(&'
&
R1TD<
PE HH HH *1 "
'
=
T@()1D-1EFJHFJ2GHHGH2JHHJHH *1 "
'
=R
,(+
DSE 2 H N HNI
C!
!(&'
&
R1TD<
PE 2 H J GNG
3456578
9:
;9 <
+
&1 *=*==FK @("
.1( &)*
"<
A ,/ ,
B(+!+C!
!
D-1EGGLLJL O<
"
'
C!
!
D-1EFFHNH K21PC!
!
D-1EFKFJM2 #(&
@()1
&.
D-1EN2IFGI Q0)1"

+=R
,(+
DSE C!
!(&'
&
R1TD<
PE *1 "
'
=
T@()1D-1EFL2 *1 "
'
=R
,(+
DSEF C!
!(&'
&
R1TD<
PEH UVW
XX ?
1Y "
Y(A
C!
!(&'
&
R1TZFIHM
[\]^
Attachment 7
1011

! "#
$%&'((
)'(*+,**-./'(01'%2-%'-&/%, 34567885

!6789
:'-;,-2,<(='-&,'&>/?@2/((/%A

8 6!"
6B0C<((-?,%5D,-?5EDD%&/F567891<;
>/=/&-G
+
&,.

HIIJKLMNOPMQ RSTUVWXYZ[\]^_[`a][baU_cSd`
`UTee\dd_f^\`\_fb
ghij
Attachment 7
1012

!"#$%&
''()*+,* &- .,/0&!11,23 4$&5 !+ 6
7898:;
<=
>
?
$@ / *5 )A )A )A )A BA BA BA BA BA BA CACA
D,& 25,$*-. &@ E ' 0 003 ''0003 ''
!F,/%/G% % H15IJKL6MMNOP6KPK6OQRLRN6LJLJRPPRML6O6R6M
@ &!+ G% % H15IJPOK6LPLNJKOOM6PNRLORRM6PMLQ ON6RR OL5SG% % H15IN6P66KQ66RMPLM6PMRKPJPRJMLRLR6NM6OKRRQ ',*"D,-5!*2 H15IOPQOPQOPQOMROMROMR T4-5& !/AU"0,/ HVIRKRM G% %,*+ *!U5WH@ SI MMM .5$&!+ A!WD,-5H15IJRL6OJ6OJ6NLRJMRJM .5$&!+ AU"0,/ HVIKM 6 M 6RR PM NP G% %,*+ *!U5WH@ SIJRJ L M RQM6QM 6M6Q 7898:;
<=
>
?
$@ / *5 CA CA CA CAA6J.A .A .A .A .A
D,& 25,$*-. &@ E 0 0 0 3 0 ' ' 0 003

!F,/%/G% % H15IRNORJ6RJN6KJ6KROKJJLOMMKOOKON
@ &!+ G% % H15I6JQ6JQ66KLQ 6RMMJ6PKJOK6QKMR OL5SG% % H15IRQKRJJ6OK6JM6PJ6QJKP6MMO6MJM6MLL ',*"D,-5!*2 H15IJJJJJJJJJJJNKLNKLNKLN T4-5& !/AU"0,/ HVI RM LR NM JJ G% %,*+ *!U5WH@ SI PM MMM .5$&!+ A!WD,-5H15I6LMRPLRPL .5$&!+ AU"0,/ HVI M R M P66LQ G% %,*+ *!U5WH@ SI 6 JM JJLLRLR 788:; <=X
$@ / *5 )A )A )A BA BA CA CA CA.A.A .A.A
D,& 25,$*-. &@ E ' 0 3 '03 ' 0 03 ' 0 03
!F,/%/G% % H15I66NRJJ6NR66O6PNRNLNPMLMKRKMR66R6OPK

@ &!+ G% % H15IQO LO NJ NK QK6NKJ6MJNM6L6KQ OLRR
OL5SG% % H15I66R6NNOPOL6JLRPKNLNNPLRNP6QQ6PRLL
',*"D,-5!*2 H15IPNOQNLQNLLNRLNRJJNJJNJJN T4-5& !/AU"0,/ HVIM M M G% %,*+ *!U5WH@ SI MR 6
.5$&!+ A!WD,-5H15ILLKL6KLRJM .5$&!+ AU"0,/ HVIRL L 6 6RL 6M G% %,*+ *!U5WH@ SIJN O R JJK K6 YZ[\
Attachment 7
1013

!"#$%&
''()*+,* &- .,/0&!11,23 4$&5 !+ 6
7898:;
<=>?>@A

<
$B / *5 )C )C )C DC DC DC EC EC ECCF6CF6.C
G,& 25,$*-. &B H ' 0 3 ''03 '000 0'
!I,/%/J% % K15LFMN6MOMPNNPNQNPQFQQ6FR66OP F6FSS
B &!+ J% % K15LTNF6FFQMQT6ON M PFFRF6FQ FRS
ST5UJ% % K15LFMN6NTM6NQNMONMNNP6QQ6F6T OFRT ',*"G,-5!*2 K15LOSMOSMSPNSPNSPNFOPFOPMNQMNQ V4-5& !/CW"0,/ KXLF 6 J% %,*+ *!W5YKB UL PF .5$&!+ C!YG,-5K15LPTST FNQ .5$&!+ CW"0,/ KXL NNM QFM Q J% %,*+ *!W5YKB UL M66 QM F
7898:;
<=>?>@A

<
$B / *5 .C .C .CCFNCFN G,& 25,$*-. &B H 003 00
!I,/%/J% % K15LMR6MRT6QQPFOQ

B &!+ J% % K15L6O66OMTTPO ST5UJ% % K15LMOPMP6FPQN6NF ',*"G,-5!*2 K15L6SQ6SQOO6OO6 V4-5& !/CW"0,/ KXLFQF6 J% %,*+ *!W5YKB ULPFSR
.5$&!+ C!YG,-5K15LFNQ .5$&!+ CW"0,/ KXLMOMO
J% %,*+ *!W5YKB UL666S
78
8:;
<=Z

[
$B / *5 DC ECECCFRCFR.C .C .CCFT G,& 25,$*-. &B H'30000'000 !I,/%/J% % K15LMQ FP NM P PRMFN6FNSN
B &!+ J% % K15L P F M Q Q MFO6QQ ST5UJ% % K15L6R FQ FS N RMM PO SNM ',*"G,-5!*2 K15LN6MPSRPSROO6OO6FFNMFFNMTN6 V4-5& !/CW"0,/ KXL J% %,*+ *!W5YKB UL .5$&!+ C!YG,-5K15L6TQ .5$&!+ CW"0,/ KXLQ J% %,*+ *!W5YKB ULQ \]^^
Attachment 7
1014

!"#$%&
''()*+,* &- .,/0&!11,23 4$&5 !+ 6
78
89:
;<
=>?@ABCDAD@?
$E / *5 )F GF GF HF HF HF HFFIJFIJ.F .F.F
K,& 25,$*-. &E L'03'0 3 ' 0 00300' 003

!M,/%/N% % O15PIQ6RISTUTRIQJURVUTSUQJUUQVTIIVIJQ
E &!+ N% % O15PVV IR IS RU SI SS J6 S J6U S6SQ
WJ5XN% % O15PUSUSTJIU6UUJVUTUUUVSV SS SJUJWUJR ',*"K,-5!*2 O15P6VQRIQUR6UR6UR6TIJTIJ6TQ6TQ Y4-5& !/FZ"0,/ O[P QIUQ QQ N% %,*+ *!Z5\OE XP QUU6Q UU .5$&!+ F!\K,-5O15PSJWJUQQ .5$&!+ FZ"0,/ O[P I QUTI Q I N% %,*+ *!Z5\OE XP U QRQI 6 78
89:
;<
=>?@ABCDAD@?
$E / *5 FUI K,& 25,$*-. &E L0
!M,/%/N% % O15PW
E &!+ N% % O15PQ WJ5XN% % O15PS ',*"K,-5!*2 O15PURV Y4-5& !/FZ"0,/ O[P N% %,*+ *!Z5\OE XP .5$&!+ F!\K,-5O15P .5$&!+ FZ"0,/ O[P N% %,*+ *!Z5\OE XP ]^_`
Attachment 7
1015

!"#$%&
''()*+,* &- .,/0&!11,23 4$&5 !+ 6
7898:;
<=
><
$? / *5 )@ )@ )@ A@ A@ A@ B@ B@ B@.@ .@.@
C,& 25,$*-. &? D ' 0 3 ' 0 3 ' 003' '0
!E,/%/F% % G15HIJKJLMNKMJMKKLJ6NKO6PMKPQMKPOKPNKIQ
? &!+ F% % G15HMOMMO6J6OMMKMPOMMNKLMKLNM6PMOIMKP LP5RF% % G15HPKKQQMMILLMLJKIQK6O6666JNKKLK6JKJO ',*"C,-5!*2 G15HPNKNKONKOOQPOQP 6KP S4-5& !/@T"0,/ GUHQ F% %,*+ *!T5VG? RHQ .5$&!+ @!VC,-5G15HMJQMJPKQQKQPJQQJQQ .5$&!+ @T"0,/ GUHMQQ M KQ QQ F% %,*+ *!T5VG? RH LQ Q K 7898:; <=
><
$? / *5 .@.@@KP C,& 25,$*-. &? D 03 0
!E,/%/F% % G15HJMNMMKL
? &!+ F% % G15HM6NLM LP5RF% % G15HKO6OJL ',*"C,-5!*2 G15H6KPMNJ S4-5& !/@T"0,/ GUH F% %,*+ *!T5VG? RH .5$&!+ @!VC,-5G15HMOP .5$&!+ @T"0,/ GUH6 F% %,*+ *!T5VG? RHM WXY ZZ> B 5[$&"[,D F% %,*+ *!T5V\MKIK
]^_`
Attachment 7
1016

!"#$
%%&'()*(

$+ ,*-.$//*01
2"$3
)
4
567689
:;
<

"=
-
(3 '> '> '> '> ?> ?> ?> ?> ?> ?> @>@>
A*$
03*"(+,
$=
B % . ..1 %%...1 %%
C*-#-D#
#
E/3FGHIJK4JILH4M4GNNIGGHOGMNNJI4JJ4GNNJL P=
$)
D#
#
E/3FGIJMKKM4HNHKIL4ILNKONNH4K44LN IKNLO JI3QD#
#
E/3FOIN44OL4LMKIMH44INHJGIHG4LNIM4HO444GHK %*( A*+3(0 E/3FJKMJKMJKMJLNJLNJLN R2+3$
->S .*-
ETF4K4L D#
#*()

(S3UE=
QF LLL ,3"$)
>UA*+3E/3FGNI4JG4JG4OINGLNGL ,3"$)
>S .*-
ETFMN N LNM MN L
D#
#*()

(S3UE=

QFNOJ J LOGNNH L
567689
:;
<

"=
-
(3 @> @> @> @>>4G>4G>4G,> ,> ,> ,>,>
A*$
03*"(+,
$=
B ...1 ...%%. ..1

C*-#-D#
#
E/3FO4HOGLONHN4LGKLGJNGJKGLIGGIJLNHMJHOM P=
$)
D#
#
E/3FGHLGHOGHH4KKNOHNIONM4NJIGNIKHMMOINKJ JI3QD#
#
E/3FOHJOJ4OH4NKOOHLOH4OKHGOMGKK44444LMKIO4 %*( A*+3(0 E/3FGGGGGGGGGGGOGGOGGOHIOHIOHIO R2+3$
->S .*-
ETFIN II IK IIM K4 LL D#
#*()

(S3UE=
QFGOKGMHGKJGG GL OGL LL ,3"$)
>UA*+3E/3F4ILNKINKI ,3"$)
>S .*-
ETFIHMIN OIHGN D#
#*()

(S3UE=
QF44O4OHJ 4OMNKNK
VWXY
Attachment 7
1017

!"#$
%%&'()*(

$+ ,*-.$//*01
2"$3
)
4
56678
9:;
"<
-
(3 '= '= '= >= >= ?= ?= ?==@A=@A ,=,=
B*$
03*"(+,
$<
C % . 1 %.1 % ..1.. %.

D*-#-E#
#
F/3G@@H4IA@HH@4HH4J4HAKHIKHL@JMI@JL@@KN@4H O<
$)
E#
#
F/3GLL AK A4 HN@NM@@MHINAJ4MHLMKH IKH4
NA3PE#
#
F/3G@4M@I4@@KNNMHH4LILLHLKL@JJN@JHH@AANM
%*( B*+3(0
F/3GLHNKHAKHAAH4AH4@@HM@@HM MMH Q2+3$
-=R .*-
FSGH4HA@4 E#
#*()

(R3TF<
PGMHKMKI@@@M
,3"$)
=TB*+3F/3GAAIA@IA4MJ ,3"$)
=R .*-
FSGMJ @ @ JAM
E#
#*()

(R3TF<
PGHN 4 4 J4L
56678
9:;
"<
-
(3 ,=,==@M=@M B*$
03*"(+,
$<
C .1 ..

D*-#-E#
#
F/3G@M@MH L@@
O<
$)
E#
#
F/3GALLJJ NA3PE#
#
F/3G@JI4IHL %*( B*+3(0
F/3GMMHMMHMMMMMM Q2+3$
-=R .*-
FSG E#
#*()

(R3TF<
PG ,3"$)
=TB*+3F/3G ,3"$)
=R .*-
FSG E#
#*()

(R3TF<
PG
UVWX
Attachment 7
1018

!"#$
%%&'()*(

$+ ,*-.$//*01
2"$3
)
4
567689
:;<<=>

:
"?
-
(3 '@ '@ '@ A@ A@ A@ B@ B@ B@@CD@CD@CD E*$
03*"(+,
$?
F % . 1 %%.1 %... ..

G*-#-H#
#
I/3JCKL4LKK4KDM4MDCC4MNDNNDOPD4PDKM4Q
R?
$)
H#
#
I/3JQOCOLCODQMDKL Q QD44D4MNM OCD ML3SH#
#
I/3JCNC4CQKD4MN4NON4LQDMDDM4DP4DDDCM
%*( E*+3(0
I/3JQM4QM4MOKMOKMOKCQOCQO4KP4KP4KP T2+3$
-@U .*-
IVJCMDDP P
H#
#*()

(U3WI?
SJCKNCNOC 4
,3"$)
@WE*+3I/3JOLML
,3"$)
@U .*-
IVJ QL44K
H#
#*()

(U3WI?
SJC44N4 567689
:;<<=>

:
"?
-
(3 ,@ ,@ ,@ ,@@CK@CK E*$
03*"(+,
$?
F %..1 ..

G*-#-H#
#
I/3JDPP4NC4LNDPP4P4O
R?
$)
H#
#
I/3JMMDCDDDP44DD ML3SH#
#
I/3JCMN4KL4LNCDOCLCQ
%*( E*+3(0
I/3JDMPDMPQQDQQD T2+3$
-@U .*-
IVJ LN H#
#*()

(U3WI?
SJDO4N
,3"$)
@WE*+3I/3JCKPCKP ,3"$)
@U .*-
IVJ LDLDOP H#
#*()

(U3WI?
SJ4P DL CKP 56
689
:;X

Y
"?
-
(3 A@ B@B@@CN@CN@CK@CK,@ ,@ ,@
E*$
03*"(+,
$?
F%1......%..

G*-#-H#
#
I/3J4OK4PK4K LCP KCM 44 ND QK
R?
$)
H#
#
I/3J OQCQNPPPC4LO ML3SH#
#
I/3JDO4NM4QQ N O DCC CO DM 4M
%*( E*+3(0
I/3JKD4OMNOMNQQDQQDDMPDMPCCK4CCK4 T2+3$
-@U .*-
IVJ CC H#
#*()

(U3WI?
SJ LN ,3"$)
@WE*+3I/3JDLP ,3"$)
@U .*-
IVJL H#
#*()

(U3WI?
SJP
Z[\]
Attachment 7
1019

!"#$
%%&'()*(

$+ ,*-.$//*01
2"$3
)
4
56
678
9:;<=>?@AA>=
"B
-
(3 'C DC DC EC EC EC ECCFGCFG,C ,C,C
H*$
03*"(+,
$B
I%.1%. 1 % . ..1..% ..1

J*-#-K#
#
L/3MNFOOPQROOGFFFFFONFN4OSSORORFO4RONT UB
$)
K#
#
L/3MOQNGP NO TOOO4ONFOFROT OQ 4P TNGQ
RG3VK#
#
L/3MFRGRRSPOFGORQORRFOOO4OO4SQ4ON4OFP %*( H*+3(0
L/3MNQPSFPOSNOSNOSN4FG4FGN4PN4P W2+3$
-CX .*-
LYM P PNOFPP K#
#*()

(X3ZLB
VM P PFG OP OTPO ,3"$)
CZH*+3L/3MTGRGOPP ,3"$)
CX .*-
LYM QFRS O 4
K#
#*()

(X3ZLB

VM G OTGS S F
56
678
9:;<=>?@AA>=
"B
-
(3 COFCOF H*$
03*"(+,
$B
I ..

J*-#-K#
#
L/3MOPOP
UB
$)
K#
#
L/3M PP RG3VK#
#
L/3M SS %*( H*+3(0
L/3MOSQOSQ W2+3$
-CX .*-
LYM K#
#*()

(X3ZLB
VM ,3"$)
CZH*+3L/3M ,3"$)
CX .*-
LYM K#
#*()

(X3ZLB
VM
[\]^
Attachment 7
1020

!"#$
%%&'()*(

$+ ,*-.$//*01
2"$3
)
4
567689
:;
<:
"=
-
(3 '> '> '> ?> ?> ?> @> @> @>,> ,>,>
A*$
03*"(+,
$=
B % . 1 % . 1 % ..1% %.

C*-#-D#
#
E/3FGHHIHJKHGGJJLGLMNIJOJOOJ4MGKGIHOIJ4 P=
$)
D#
#
E/3FIJ KM MM OKGJMOMKGOH4JO4LLGHNGIKGHL K43QD#
#
E/3FLGGJ4LIKNOOHLHMMHHLGJLIIGJKGNNIGM %*( A*+3(0
E/3F4LILIJLIJJH4JH4 OI4 R2+3$
->S .*-
ETFH I I4MM
D#
#*()

(S3UE=
QF HH HH ,3"$)
>UA*+3E/3FGMHGM4IHHIH4MHHMHH ,3"$)
>S .*-
ETF 4 G G4H H
D#
#*()

(S3UE=
QF 4 G 4OM
567689
:;
<:
"=
-
(3 ,>,>>I4>I4 A*$
03*"(+,
$=
B .1 ..

C*-#-D#
#
E/3FIK4KK GH GJ
P=
$)
D#
#
E/3FGI4JHG K43QD#
#
E/3FIMHOKLN %*( A*+3(0
E/3FOI4GLMGLM R2+3$
->S .*-
ETF D#
#*()

(S3UE=
QF ,3"$)
>UA*+3E/3FGJ4 ,3"$)
>S .*-
ETFI D#
#*()

(S3UE=
QFH VWX
YY @
3Z"$ Z*B
D#
#*()

(S3U[ML4M
\]^_
Attachment 7
1021
Attachment 7
1022
Attachment 7
1023
Attachment 7
1024
Attachment 7
1025

!"

#$%$&'()'(*+,-

./012345678 9:;<:;=;> ?4@A3B03CDC@[email protected]@E8@GE8H@IJK@6/0LDM8I3LKI3LDCN;=;>O=9;<PIJK =; Q
T GRS3C
6/0LDM/U51VLW3GE8H8I3LKI3LDC

GVX/181D31RVS E1RIV1M81D31RVS .32/LKV1M81D31RVS YZ[\]Z^_`abcd`ef`gh\gY\`i jklkmnkopqlmprsormnksjqtuvnlqwxjkrylksz{zsrs|jqprqzjx }rp~rrkzx{rqjsn jktnk njsjks prqjkr nlkpt
z{rqozsr nlkptzkr
YZa_`
hc`gd
`\f`gh\gY\`i vqnjqzjqtuvnlqwxjkrysz{zsrs|jqprqzjxpnj z{zsrs nxxrmpnqup~nwxjkrsz{zsrs|jqprqzjx}rp~rrk pjpr nlprjks
z{rj jktnk
njs
E1//C3KA3I/VS //C3KA32SVCCRUR2VDR/L
YZa_`
h_\e\Y\`i vqnjjnquozwxjkrysz{zsrs|jqprqzjxpnj qzjqtuvnlqwxjkrsz{zsrs|jqprqzjx}rp~rrk z{rj jktnk
njsjksrjojkp qrr YZa_`
h_\e\Y\`i vqnjjnquozwxjkrysz{zsrs|jqprqzjxpnjk otrpqzmqzjqtuvz{rwxjkrsz{zsrs|jqprqzjx}rp~rrk rjojkp qrrjksnqpnxjjq~jt YZa_`
h
__``ebY\`i vqnjjnquozwxjkrysz{zsrs|jqprqzjxpnjk otrpqzmqzjqtuvz{rwxjkrsz{zsrs|jqprqzjx}rp~rrk r~ropqrrpjks jkknkpqrrp Attachment 7
1026

!"#$!"#%&"'(")%*+,-./01
1,2&+1$341#%.15+61#7+#&+1$ 89:
;,1#5"6+(#%7
(<0.=>+,2) ?@A:@A
&"=01)).*.=1%.+#+*-.0/1
1,2&+1$341#%.15+61#7+#&+1$<"%B""# "B")4%,""% 1#$61##+#4%,""%*,+!1CD01#" 1E+,,%",.10 .5FB17%+1GH/1#")7!!"%,.=
,.!1,7 .5FB17
0"1)")"/"=%7+(,,")I+#)"<"/+BJ K4.5#1%L
>"M 6.%N+*;,1#O" P5,1#%=+#)"#%%+%F")(<E"=%

!"#$!"#%&"'(")%Q1#$1,".#)(II+,%+*;6
><".#5%F"/"1$15"#=7.#%F" !"#$!"#%"**+,%)R >"MSSSSSSSSSSTU:A5,1#%=+#)"#%%+%F")(<E"=%

!"#$!"#%&"'(")%V;(,,"1)+#)1,"1%%1=F"$1)1)"I1,1%"I15"%+%F.)*+,!V W,1#24(# X1!"Y
,.#%Z )).)%1#%
>[.,"=%+,\6.%N]#^.#"", _.%0" `abcdefghdiijfekkfljmnfmonmlpoqrsab tuvwxdyzaz{|jmnfmonmlpoqrsar }}}ud~~}dei ~d szu``su{{aandd~}
d~d
~d
Attachment 7
1027
Attachment 7
1028

!"#$%&'" (!") *!+!,-.
./

.!

!//

0'12"# !"34!")
567897:;6<= ><6?9@:A BCDCEFGHEFGIJFKLFMINOPGIQROSGTOGJOH UVWOOJOH GHXVYPI SGTOGJOH Z9[\A]GRFSOLGITBL^VQ_OYM `=97\=97:AaJFVMMQNTPGIQROSGTOGJOHbPSJc^FIdFFGPJe fGHgQhF]YSGTOGJOH NOEQIMLFGIVTiVGGFHHFMQRGIQOGMBQETCIFQVbNOLeVGFHQhQHFH OHdTcIOjQhQHFHSOVVFIObIdOeVGFHQhQHFHOHdTdQIFGIFILGeVGFc aJFVMMQNTUVWOOJOHbUWJc^FIdFFGgQhF]YSGTOGJOHGHBOIOVBYdT NOEQIMLFGIVTiVGGFHHFMQRGIQOGMkOCIFQVbMQleVGFHQhQHFHOHdTc IOBQETCIFQVbNOLeVGFHQhQHFHOHdTcdQIIFFlFiIQOGIIIF MOLIFGFGHMFREFGI^FIdFFGBFMGISFFYGHBOIOVBYdTFEQGIQIM LFGIOGHQIQOGMGMTEEFIQBQETCIFQVbNQhFeVGFHQhQHFHOHdTc ajFVFIFXVYPISGTOGJOHbXPSJc^FIdFFGPQVhFHOSGTOGJOHGHIF ]GRFSOLGITmJQhFMQHFSOLGITVQGFn BVFMFMFVFITOLFMiOGMF^FVOdo p _F SQITONgYFqOFMI RGIOGMFGIIOIFML^kFIBCDCEFGHEFGIJFKLFMI GH FQGMLiiOION]SB_^FQGRIFVFHRFGTQGIFCEFGHEFGIFNNOIMn r _F sssssssssssssssssssssssss \676:RGIOGMFGIIOIFML^kFIBCD CEFGHEFGIJFKLFMIn]LFMOGMFIIFHMMFiIFiRFIOIQMNOEn #'&

. PQRGILFjIF WOEMUn_FFVF tEFbBQGIc BL^VQ_OYMjQFIOmSQITUGRQGFF WQIVF uvvuwxyz{v| Attachment 7
1029

!"#$%&'" (!") *!+!,-.
./

.!

!//

0'12"# !"34!")
567897:;6<= ><6?9@:A BCDEDFGHIFGHJKGLMGNJOPQRSHJTSUPVSHWPHKPSIXYZPQPKPSISHI[YS\]RJSQ VSHWPHKPSI ^9_`AaQSHUGVPMHJWCMbYT\cPQ]N d=97`=97:AeKG\YSNNTOWRSHJTSUPVSHWPHKPSIfRVKgbGJhGGHRKi jSHIkTlGaS]VSHWPHKPSI OQPFTJN\MQQGHJYWmYSHHGIIGNTUHSJTPHSNSCQTFSQWDQJGQTSYfOPMQiYSHGITlTIGI QPSIhSWgJPSnTlTIGIVPYYG\JPQfJhPiYSHGITlTIGIQPSIhSWhTJoS\GHJGQJMQHiYSHGg eKG\YSNNTOWXYZPQPKPSIfXZKgbGJhGGHkTlGaS]VSHWPHKPSISHICPQJPYSCSQ]hSW OQPFTJN\MQQGHJYWmYSHHGIIGNTUHSJTPHSNSBSpPQDQJGQTSYfNTqiYSHGITlTIGIQPSIhSWg JPSCQTFSQWDQJGQTSYfOPMQiYSHGITlTIGIQPSIhSWghTJoJoGGq\GmJTPHJoSJJoG NPMJoGQHGHINGUFGHJbGJhGGHCoGSNSHJVQGG]SHICPQJPYSCSQ]hSWQGFSTHSJTJN \MQQGHJ\PHITJTPHSNSHSNWFFGJQT\CQTFSQWDQJGQTSYfOTlGiYSHGITlTIGIQPSIhSWg enGYGJG[YS\]RJSQVSHWPHKPSIf[RVKgbGJhGGHRTYlGQSIPVSHWPHKPSISHIJoG aQSHUGVPMHJWrKTlGQNTIGVPMHJWYTHGs CYGSNGNGYG\JWPMQQGNmPHNGbGYPht u cGZoGVTJWPOBTNNTPHvTGpPUQSHJ\PHNGHJJPJoGNMbpG\JBCDEDFGHIFGHJKGLMGNJ SHISQGTHNMmmPQJPOaVCcbGTHUJoGYGSISUGH\WTHJoGDFGHIFGHJGOOPQJNs w cGxxxxxxxxxxxxxxxxxxxxxxxxx`676:UQSHJ\PHNGHJJPJoGNMbpG\JBCDE DFGHIFGHJKGLMGNJsaMQQGSNPHNSQGSJJS\oGISNSNGmSQSJGmSUGJPJoTNOPQFs yyyy yyyyyyyyyyyyyyyyyyyy#'&

.yyy RTUHSJMQGnSJG xxBSQ]VoSUHPHxxxxxxxxxxxxxxxxx zSFGfCQTHJg xxxnTQG\JPQPOCMbYT\cPQ]Nxxxxxxxxx ZTJYG Attachment 7
1030

!"#
$%#&'#'( )*+,-.*/,-*01)+2*34-5678/9/868:-*;6*/-4 ;+-8/9/868<+446<;+*1;=+34-5678/9/868:-*;6*/-4 >6;=665?2<@6*A-0-58B+=B-,.C+-8 DDEEEEE FE GH FE IE JE KE LE FE MEEENEEOOPDD QRSTRUTUV
WX YZ[\]]^_^Z`^ab cdefghicgjkedgcdefghicgjk
hdlkmnofhdlkmnof W\paq rq^W\qs ]tZabu\qs
Za[[tZvaq u^w^utu
Za[[tZvaq xyz{|}~
|

EEEE
NEEEEEPDDD

!"

& )*+,-6<+58-*01+2*34-567258/9/868:-*;6*/-4 ;+-8/9/868<+446<;+*1;=+34-5678/9/868:-*;6*/-4 >6;=665C-5<B-50+5C+-8-58B+0+;6C+-8 ¡¢ £¤ ¥¦§¨©ª«©¬¬®¯°±²§²¯§¯³§´¯³µ®¶·¸¹±º«»¼¨´½³¶©»¸¶©»¾UTUV¿TQSTÀ¶·¸ Attachment 7
1031

!"#$%&&'()%*+,*-,.$"/%*0 1234545632789:;<5=>?@9A9@>@B52C>295< C35D29452E713F2;<5=>?@9A9@>@B52C>295< G>CH>>=I58C5=JKF2EL35@5=@I>2M><>ENA>=F> OPQ

R S
TUVWVXYZ[Y\]^XX_`_\^a_Vb c^dVUefYU_^] TU_g^UhefYU_^] iY\VbZ^UhefYU_^] jklmnopqr

stR uRvw

RsR
xRu R
Ry R z{||}~

v
R
s
u
s uv

R

RR ¡¢£¤¥¦§¨©ª«©¬®© °± ¯ ²³ ´µ¶·´´ ¸nn¹ À ÁÁÁ ÁÁÁ ÂÃ Ä ÁÁÁÁÁ º»¼½¾¼
ÅÁ Æ Á Â ÁÁÁ Á ÁÁÁ Ç ÁÁÁÁÁ ÈÉ¿ ËÌÌÌÌÌÌÌÌÌÌÌÌÍ ÊÎ Ï Ö×Ø×ÙÚÙÛ ÐÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÒÑÑÑÑÑÑÑÓÑÑÑÑÑÑÑÑÑÑÑÑÑÑÑÔÕ Attachment 7
1032

!"
#$%&'&'(%$)*+,-.'/012+3+2024'$50$+'. 5%'2+3+2026%..065%$)57%-.'/012+3+2024'$50$+'. 805700/9.+6+':'$;7'<'/2=':'>?%'2 @A

!"
#$%&'*06%/2'$<)B%C$-.'/01C/2+3+2024'$50$+'. 5%'2+3+2026%..065%$)57%-.'/012+3+2024'$50$+'.DE F 805700/=':'>?%'2'/2G'8%5?%'2

HIJK #$%&'*06%/2'$<)B%C$-.'/01C/2+3+2024'$50$+'. 5%'2+3+2026%..065%$)57%-.'/012+3+2024'$50$+'. 805700/:'*0%L0M'.0/6+''/2N.:'*0% OPQRSPTUOOV WXWYZ[\] ^_`a`bcdecfghbbijifhki`l mhn`_opc_ihg ^_iqh_ropc_ihg scf`ldh_ropc_ihg tuvwxyz{| }~~

UVVUS U
¡¢£¤¢¥¦§¢¨ª©« ¬ ·¸¹¸º»º¼ ®¯ ¯ ¯ ¯ ¯ ° ± ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ¯ ²¯¯¯³´¯¯¯¯¯¯¯µ¶ Attachment 7
1033

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` a[)44$#+(*8@@(67%+$21(%2"%@+%*6L)#,1(%2Q;=$#7%4^7/LB%, 1$64%@@7-,-#(;% @$6(*2%#,+(%6(44$6+(#0L$%;$*2;$*+B%@6(*27+7(*%44,%==#(9$2A, +L$"(%#2CU%7+7*/-(#2(6);$*+%+7(*6(*-7#;7*/ 6(;=4$+7(*(-'VW8%*2/$*$#%4=4%*6L%*/$C T&EG&FGF` b'()*+,5744%3%#c1(%2^$B$@M+#$$+'%**(*M+#$$+ 1$64%@@7-,-#(;%;%_(# +(%%@,;;$+#76 =#7;%#,

dd

e

bfbfHgHOh
!g'()*+, M%*+7%/('%*,(* 1(%2 M1SFTE i79$.%c'%*,(* 1(%2 1$64%@@7-,
dd

e

bfbfHgHOh
!!'()*+,V40(#(1(%2 i79$.%c'%*,(* 1(%2 3(#+(4%3%#cB%,1$64%@@7-,
dd

e

bfbfHgHOh 1$=(#+3#$=%#$2(*Y&Ej&FGFT3%/$kE
lmmlnopqrmp
Attachment 7
1034

!"#$%&'( )*+,-.'+/#+&($& 0$+1 .2*34/+1$#+&($& 0$+1 5/+&64 #$%&'(70234/8214 #$%&'(92&4 :4*4'4
;;

<

=>=>"?"@A
!B#$%&'()%,-4/C+( 0+&,D#+&($& 0$+1 #$($'480$+104,*+882E(
;;

<

=>=>"?"@A
!@#$%&'( 0+&,D#+&($& 0$+1 )%,-4/C+(#$F#+GH0$+104,*+882E(
;;

<

=>=>"?"@A
!IJ%**4/'$&K+/L$/)$%*43+/1)+8'+&,D%/(0$+1)4/-4*4(M34&%404,*+882E(
;;

<

=>=>"?"@A
!N9+6%&+K2**8 O+84$:4 P+*4&,2+ M*2,2+O+/-F+(#+L$'0$+104,*+882E(
;;

<

=>=>"?"@A
!Q9+6%&+K2**8#+L$'0$+1 O+84$:4 P+*4&,2+ R*O+84$04,*+882E(
;;

<

=>=>"?"@A
ST#$8'+U48+7 J$%&'+2&P+**4(7 K%&'2&6'$&)4+,D V+/E24*1M34&%47 V28*4/M34&%4 #/$882&6$34/'D4 .+&'+M&+0234/ .+&'+M&+0234/ C48'L+&- .+&'+M&+0234/ R+8'L+&- 04,*+882E(E/$G 84,$&1+/('$ /26D'W$EWF+(/484/34 8'+'%8 XD4,2'248$E#$8'+U48+YJ$%&'+2&P+**4(Y K%&'2&6'$&)4+,DY+&15#XM4&'4/41+ U4G$/+&1%G$EZ&14/8'+&12&6[#W\W]^_`ab 04+8$&+L*4H/$6/488D+8L44&G+14$& 2GH*4G4&'+'2$&$Ecd$E'D4efG2'26+'2$& G4+8%/48'D+'F4/48H4,2E241bM**2GH/$34G4&'8 +/4/4g%2/41'$L4,$GH*4'41L(e]efY+'FD2,D '2G45#XMF2**/43282''D414826&+'2$&$E'D4 V+/E24*1M34&%47V28*4/M34&%4)/2164b )$+/1h)$+/1$E:2/4,'$/8 #RiMh#+*2E$/&2+R&32/$&G4&'+*i%+*2'(M,' U5ZhU4G$/+&1%G$E%&14/8'+&12&6 UOMKhU+8'4/O*+&$EM/'4/2+*K26DF+(8 5#XMW5/+&64#$%&'(X/+&8H$/'+'2$&M%'D$/2'( .0We`ch.'+'40$%'4e`c 04H$/'O/4H+/41$&^7c\7e]e`O+64je Attachment 7
1035

GENERAL PLAN UPDATE RECIRCULATED DRAFT PEIR

CITY OF SANTA ANA
Appendices
August 2021
Appendix K Transportation Impact Study
Attachment 8
1036

GENERAL PLAN UPDATE RECIRCULATED DRAFT PEIR

CITY OF SANTA ANA
Appendices
PlaceWorks
This page intentionally left blank.

Attachment 8
1037

IBI GROUP
18401 Von Karman Avenue – Suite 300
Irvine CA 92612 USA
tel 949 833 5588 fax 949 833 5511
ibigroup.com
Memorandum
To/Attention Placeworks Date October 7, 2020
From IBI Group Project No 119772
cc
Subject Santa Ana General Plan Traffic Analysis Updates This memo summarizes changes made to the Traffic Analysis prepared in support of the Santa Ana General Plan DEIR. The traffic analysis was circulated among relevant stakeholders in order to solicit input regarding the proposed reclassifications and analysis methodology. The major changes incorporated into the traffic analysis based on the comments received are summarized below:
 Adjustment of volumes in northeast corner for select intersections along Grand Avenue and Tustin Avenue. Volume changes at the intersection of Tustin Avenue and Santa Clara Avenue were highlighted by the City of Tustin as being excessive. Volumes were adjusted at intersections 74-76 and 91-93 in order to improve trip balance.  Language for LOS impacts and mitigations updated to better address improvements.  Fair –share added for non-City of Santa Ana intersections.  LOS worksheets for the 2045 WP AM were added; they were missing in original appendix.
 V/C and LOS updated for intersection #98 at Red Hill and Warner. An impact was caused as part of the update. Mitigation was developed.  Additional roadway segments added to analysis.
 Mitigation measure for intersection #3 at Euclid Street and Edinger Avenue expanded.  Mitigation measure for intersection #62 at Santa Ana Boulevard and Santiago Street modified.
 Mitigation at intersection #100 at Red Hill Avenue and Alton Parkway modified.  Updates to Figure 2.1 through 2.7.

K-1
Attachment 8
1038
Santa Ana General Plan Update
Traffic Impact Study
FINAL Report
Prepared for:

City of Santa Ana
Public Works Agency
20 Civic Center Plaza, M-36
Santa Ana, CA 92701
By:

IBI Group
18401 Von Karman Ave, Suite 300
Irvine, CA 92612
(949) – 833 – 5588
October 2020
K-2
Attachment 8
1039
Santa Ana General Plan Update Traffic Impact Study – Final Draft - ii -

DOCUMENT HISTORY
Version Date Originator Revisions By Status
1 06/05/20 Y. Esquivel Initial draft.
2 07/21/20 Y. Esquivel Y. Esquivel Draft revision.
3 08/24/20 Y. Esquivel Y. Esquivel Draft revision.
4 10/20/20 Y. Esquivel Y. Esquivel Final Draft.
5 6
7 8
K-3
Attachment 8
1040
Santa Ana General Plan Update Traffic Impact Study – Final Draft - iii -
Table of Contents

1.0 Introduction ............................................................................................................................................... 1

1.1 Study Purpose ............................................................................................................................ 1

1.2 Report Organization ................................................................................................................... 1

2.0 Project Description ................................................................................................................................... 4

2.1 Background ................................................................................................................................ 4

2.2 Study Area .................................................................................................................................. 4

2.3 Circulation Element Roadway Classifications ........................................................................... 8

2.4 Scenario Summary ..................................................................................................................... 9

2.5 Existing Year (2020) ................................................................................................................... 9

2.6 Future Year (2045) No Project ................................................................................................... 9

2.7 Future Year (2045) With Project ............................................................................................... 13

3.0 Analysis Methodology ............................................................................................................................. 17

3.1 Vehicle Miles traveled (VMT) Analysis ..................................................................................... 17

3.2 Roadway Level of Service Analysis ......................................................................................... 19

3.3 Intersection Level of Service Analysis ...................................................................................... 20

3.4 Intersection LOS and Significant Impact Criteria ..................................................................... 23

3.5 Traffic Volumes ......................................................................................................................... 24

4.0 Existing Year (2020) Conditions ............................................................................................................. 30

4.1 Existing Roadway Network ...................................................................................................... 30

4.2 Study Intersection Geometry and Peak Hour Volumes ........................................................... 33

4.3 Existing Year (2020) Vehicle Miles Traveled (VMT) ................................................................. 42

4.4 Existing Year (2020) Roadway Segment Level of Service ....................................................... 42

4.5 Existing Year (2020) Intersection Level of Service ................................................................... 46

5.0 Future Year 2045 Forecast Modeling ..................................................................................................... 50

5.1 Orange County Transportation Authority Model (OCTAM) ..................................................... 50

5.2 Peak Hour Forecasts ............................................................................................................... 50

6.0 Future Year (2045) No Project ................................................................................................................ 52

6.1 Future Year (2045) No Project Vehicle Miles Traveled (VMT) ................................................. 61

6.2 Roadway Segment Level of Service ........................................................................................ 61

6.3 Intersection Level of Service .................................................................................................... 64

7.0 Future Year (2045) With Project ............................................................................................................. 69

7.1 Future Year (2045) With Project Vehicle Miles Traveled (VMT) ............................................... 78

7.2 Roadway Segment Level of Service ........................................................................................ 78

7.3 Intersection Level of Service .................................................................................................... 81

8.0 VMT and LOS Analysis........................................................................................................................... 86

8.1 VMT Impact Analysis ................................................................................................................ 86

8.2 Level of Service Assessment ................................................................................................... 87

9.0 Conclusions .......................................................................................................................................... 107

9.1 VMT Impact Analysis .............................................................................................................. 107

9.2 Intersection LOS Analysis ...................................................................................................... 107

9.3 Roadway LOS ........................................................................................................................ 108 K-4
Attachment 8
1041
Santa Ana General Plan Update Traffic Impact Study – Final Draft - iv -

10.0 Appendices ................................................................................................................................................. 109  APPENDIX A – Lane Geometries ........................................................................................ 109  APPENDIX B – Intersection Volumes .................................................................................. 109  APPENDIX C – OCTAM Volume Plots ................................................................................ 109  APPENDIX D – Analysis Worksheets .................................................................................. 109  APPENDIX E – Mitigation Worksheets ................................................................................ 109  APPENDIX F – VMT Calculations ........................................................................................ 109  APPENDIX G – OCTAM 2045 Volume Comparison PlotS ................................................. 109  APPENDIX H - COUNTS ..................................................................................................... 109

K-5
Attachment 8
1042
Santa Ana General Plan Update Traffic Impact Study – Final Draft - v -
Page intentionally left blank
K-6
Attachment 8
1043
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 1 -

1.0 Introduction

1.1 STUDY PURPOSE
This traffic analysis report has been prepared in support of the General Plan Update (GPU) Draft Program Environmental Impact Report (PEIR) for the City of Santa Ana and to assess requested changes to the Orange County Transportation Authority’s (OCTA) Master Plan of Arterial Highways (MPAH) by the City of Santa Ana. This traffic analysis report reviews existing and future traffic conditions under the current General Plan and with the proposed Land Use Element and Circulation Element Updates.

This report is used as part of the Program EIR prepared for the General Plan Update. The Program EIR includes the results and findings of this traffic study report and identifies the significant impacts of the proposed project. The draft Program EIR will be available to the public for review and comment.

1.2 REPORT ORGANIZATION
This report consists of 11 sections.

1.0 Introduction

2.0 Project Description

3.0 Circulation Element Roadway Classifications

4.0 Analysis Methodology

5.0 Existing Year (2020) Conditions

6.0 Future Year 2045 Forecast Modeling

7.0 Future Year (2045) No Project

8.0 Future Year (2045) With Project

9.0 Significant Impacts and Mitigation Measures

10.0 Conclusions

11.0 Appendices
Section 1 provides a brief introduction to the study area and report organization. Section 2 provides a summary of the project description, background history, and project alternatives. Section 3 describes the various roadway classifications within the Circulation Element. Section 4 includes the methodology utilized in the analysis and the referenced standards. The study area roadways and Existing Year (2020) intersection geometry, turning movement volumes, and level of service are presented in Section

5. The Future Year (2045) forecast modeling methodology is provided in Section 6. Section 7 describes the Future Year (2045) No Project condition and provides the roadway segment and intersection level of service results. Section 8 describes the Future Year (2045) With Project Network Alternative condition and provides the roadway segment and intersection level of service results. Section 9 presents the mitigation measures to address facilities operating at an unacceptable level of service.

Findings and conclusions from this study are presented in Section 10. Appendices are provided in Section 11.

The City boundaries/project study area is shown in Exhibits 1.1 and 1.2.

K-7
Attachment 8
1044
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 2 -
Exhibit 1.1 Project Location
K-8
Attachment 8
1045
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 3 -
Exhibit 1.2 Project Study Area
K-9
Attachment 8
1046
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 4 -

2.0 Project Description
This section provides an overview of the project background and traffic study for the General Plan Update. This section also includes a description of the land use and Circulation Element network derived throughout the public outreach and planning process.

2.1 BACKGROUND
The City of Santa Ana’s General Plan is comprised of 16 elements, serving as the principal long-range policy and planning document guiding the development, conservation, and enhancement of the City.

Each element contains goals and policies related to the physical development of the City. The General Plan was adopted by City Council in 1998 and has been partially amended several times since then.

For this analysis, the Land Use and Circulation Elements are of particular interest.

The Land Use Element serves as a long-range guide for land use and development within the City. The primary objective is to manage future growth, minimize land use conflicts, and facilitate growth and development as part of the City’s overall vision.

The Circulation Element of the Santa Ana General Plan serves as the City’s primary guide for transportation planning. The Circulation Element focuses on roadways and other transportation modes including public transit, railroads, pedestrian and bicycle paths that provide a full range of travel options.

The most recent update to the City of Santa Ana Circulation Element was authorized by City Council in 2011. The project was initiated to update the Circulation Element in its entirety to include the following key components:
 A Complete Streets Policy compliant with the requirements of Assembly Bill (AB) 1358  OC Streetcar – a proposed streetcar service that would link the Santa Ana Regional Transportation Center (SARTC) with the Civic Center and Garden Grove. The project is currently under construction (at the time this report was written).

Over the last six years, the draft Circulation Element has gone through significant changes, including a new vision, completion of the Santa Ana Safe Mobility Plan, changes to the policy framework and roadway designations, OCTA modeling updates, work by the City on two separate Complete Street studies, advancement of a fixed-guideway/streetcar system and BRT routes, and incorporation of Complete Street Principals.

The updates to both the Circulation Element and the EIR are based on a proposed new roadway network scenario, updated OCTA modeling and new modal split, work on the Bikeway Master Plan and Pedestrian Opportunity Area Plan, regulatory changes (e.g., air quality/GHG requirements per 2015 Climate Action Plan, SB743, etc.), integrating related plans (Safe Mobility Santa Ana Plan, and complete street plans (Downtown and Central Santa Ana Transit Zone plans).

2.2 STUDY AREA
As noted, the project consists of changes to both land uses and the transportation network within the City of Santa Ana. The study area was chosen such that the direct and indirect effects of the project could be assessed, within the City of Santa Ana as well as in the adjacent cities. Study intersections were developed based on the locations of the proposed changes as well as in consideration of input provided by OCTA, Caltrans, and neighboring cities during outreach for the Circulation Element Update.

Prior to merging with the GPU, the CEU was in the process of evaluating various transportation network K-10
Attachment 8
1047
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 5 -
scenarios. The transportation network proposed in this study is a result of those efforts. Study roadway segments and intersections are shown in Exhibit 2.1 and 2.2, respectively.

K-11
Attachment 8
1048
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT Exhibit 2.1 Study Intersections
- 6 -

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
30 18
12 13
17 24
31 67 70
57 79
68 69
83 14
56 54
55 65
26 33
34 35
32 43
44 58
48 49
50 76
84 81
82 22
21 11
5 4
6 9
10 3
1 Freeway
Santa Ana
Costa Mesa
Fountain Valley
Caltrans
LEGEND
Irvine
Tustin
Orange
2 20
19 23
27 28
29 36
37 38
39 41
42 45
46 47
71 85
86 91
92 93
94 87
75 72
73 74
59 77
78 60
51 52
53 61
62 63
64 66
101
102
80 88
89 90
95 96 97
16 25
40 98
99 100 105
103
7 8
15 Garden Grove
104
K-12
Attachment 8
1049
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT Exhibit 2.2 Study Roadway Segments
- 7 -

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
2 3
4 1
5 9
10 12
13 14
15 16
11 6
7 17
18 19 20
60 22
23 24
26 27
28 25
30 31
29 35
36 39
45 46
47 51
50 40
41 42
44 49
43 32
33 34 37
38 52
54 53
56 57
59 58
8 LEGEND
Study Segment
55 48
61 65
82 71
68 77
74 63
76 67
73 83
62 78
66 72
79 69 80
81 75 70
64 21
84 87
88 85
86 K-13
Attachment 8
1050
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 8 -

2.3 CIRCULATION ELEMENT ROADWAY CLASSIFICATIONS
The Circulation Element contains a Master Plan of Streets and Highways (MPSH) that uses a hierarchy of roadway classifications. Each roadway classification is described by size and function and has specific physical dimensions and characteristics. The MPSH contains regional arterials that connect to the countywide arterial network. OCTA’s Master Plan of Arterial Highways (MPAH) is the County’s planning document to ensure that the regional arterial highway network is maintained and developed in a coordinated manner between local jurisdictions to support mobility and future growth in the region.

Consistency between the MPSH and MPAH is essential in order to maintain a functional regional arterial network and to receive funding from Measure M2 for street improvement projects.

Freeways
Freeways are multi-lane, limited-access, high-volume, high-speed roadways constructed for regional and interregional vehicular travel. Access to these facilities is restricted to interchange ramps at selected roadways along their route. Freeways are under the jurisdiction of the California Department of Transportation (Caltrans).

Principal Arterial
Typically, an eight-lane, divided roadway designed to accommodate between 45,000 to 67,500 vehicle trips daily. The typical right of way width is 144 feet.

Major Arterial
Generally consists of six-travel lanes, and is also divided. Typically, the right-of-way width for this type of roadway is 120 feet. A major arterial is designed to accommodate between 33,900 and 50,600 vehicle trips daily.

Primary Arterial
Generally consists of a four-lane, divided roadway. Typically, the right-of-way width is 100 feet. A primary arterial is designed to accommodate between 22,500 and 33,800 vehicle trips daily.

Secondary Arterial
Generally a four-lane, undivided roadway. The typical right-of-way width for this category of roadway is 80 feet. A secondary arterial is typically designed to accommodate between 15,000 and 22,500 vehicle trips daily.

Divided Collector Arterial
Generally a two-lane roadway with a continuous center two-way left-turn lane. The typical right-of-way width is 80 feet, for the purpose of allocating right-of-way to bicycle and pedestrian use. A divided collector arterial is designed to accommodate up to 22,000 vehicle trips per day.

Collector Street
A two-lane, undivided roadway. The right-of way width for this roadway classification is 60 feet.

Collector Streets are also two-lane undivided roadways with a right-of-way width of 56 feet. A divided collector arterial is designed to accommodate up to 11,300 vehicle trips per day.

K-14
Attachment 8
1051
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 9 -

2.4 SCENARIO SUMMARY
This report presents the baseline analysis results for the existing year (2020) and future year (2045) baseline scenarios as well as future year (2045) project alternative scenario. These scenarios are listed below and described in the following sections:
 Existing Year (2020)
 Future Year (2045) No Project
 Future Year (2045) With Project – Proposed GPU

2.5 EXISTING YEAR (2020)
This scenario is representative of on-the-ground conditions for the transportation network and socioeconomic makeup of the city for the year 2020. This scenario serves as a point of reference for future baseline and project alternative scenarios. The network and land use assumptions are as follows:
 The transportation network is reflective of configurations as of April 2020.  Socio-economic data is representative of December 2019 conditions.

2.6 FUTURE YEAR (2045) NO PROJECT
This scenario serves as the baseline for future year (2045) analysis and consists of the following key assumptions:
 Transportation network and socio-economic data for OCTAM 5.0 Year 2045 Baseline scenario.  Buildout of roadways consistent with the City of Santa Ana Master Plan of Streets and Highways map (MPSH) as shown in the Circulation Element (1998).  Buildout of the Orange County Transportation Authority’s (OCTA) Master Plan of Arterial Highways (MPAH)
 Freeway and transit improvements considered in the Preferred Alternative of OCTA’s LRTP o OC Streetcar – The OC Streetcar Project is a proposed streetcar service that would travel between the Santa Ana Regional Transportation Center (SARTC) and Garden Grove. The streetcar is proposed to travel along an exclusive guideway or path on rails that are embedded in the pavement. The streetcar is proposed to travel primarily along Santa Ana Boulevard and along the Pacific Electric Right-of-Way. o Bus Rapid Transit (BRT) - These improvements include the Bus Rapid Transit projects along Harbor Boulevard, Bristol Street, and Westminster Avenue/17th Street.  Modification of mode split for automobile, bicycle, and pedestrians to reflect new bicycle/pedestrian trips.

Exhibit 2.3 presents the current MPSH, which is consistent with the No Project Alternative. Exhibit 2.4 shows current MPAH designations. Exhibit 2.5 shows the Santa Ana Fixed Guideway (OC Streetcar) alignment.

K-15
Attachment 8
1052
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
LEGEND
Freeway
Principal
Major Arterial
Primary Arterial
Secondary Arterial
Commuter
Local Commercial
Exhibit 2.3 Master Plan of Streets and Highways (MPSH)
- 11 -
K-16
Attachment 8
1053
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
Freeway
Principal
Major Arterial
Primary Arterial
Secondary Arterial
Divided Collector
Collector
Enhanced
Intersections
Interchange
Exhibit 2.4 OCTA Master Plan of Arterial Highways (MPAH) - 12 -
K-17
Attachment 8
1054
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT

OC STREETCARPROJECT MAP
OC Streetcar will provide a convenient “last mile” connection between Metrolink trains and other transportation modes at SARTC and important employment, restaurant and retail centers in Santa Ana, Garden Grove and surrounding areas. The route alignment will run along Santa Ana Boulevard and Fourth Street and will use the former path of the old Pacific Electric Railway.

Orange County Transportation Authority 550 S. Main StreetP.O. Box 14184Orange, CA 92863-1584(714) 560-OCTA | www.octa.net

SANTA ANA RIVER
LEGEND

STREETCAR ROUTESTOPSANTA ANA REGIONAL TRANSPORTATION CENTER

MAINTENANCE AND STORAGE FACILITY (MSF)

ONE-WAY TRAVELCIVIC CENTER DISTRICTSTATION DISTRICTDOWNTOWNCOMMERCIAL DISTRICT WILLOWICK: POTENTIAL FUTURE STOP

LOSSAN RAIL CORRIDOR

CLINTON ST

MAR LES W
N

HARBOR BLVD WILLOWICK GOLF COURSE

CIVIC CENTER DR
5TH ST

FAIRVIEW ST

RAITT ST

WASHINGTON AVE

FLOWER ST
17TH ST

ROSS ST

BROADWAY ST

LACY ST

SANTA ANA BLVD
1ST ST 1ST ST
5TH ST

SANTA ANA BLVD

BRISTOL ST

GRAND AVE

MORTIMER ST

FRENCH ST
4TH ST

MAIN ST

WESTMINSTER AVE

PE RIGHT-OF-WAY

PENN ST

SANTIAGO ST
MSF
Metrolink/Pacific
Surfliner to Los Angeles
Metrolink/Pacific
Surfliner to San Diego

HARBOR TRANSIT
CENTER

WILLOWICK

FAIRVIEW

RAITT BRISTOL FLOWER
LACY
ROSS

DOWNTOWN
FRENCH

SANTA ANA

REGIONAL

TRANSPORTATION
CENTER
Exhibit 2.5 OC Streetcar Alignment
- 13 -
Source: Orange County
Transportation Authority
K-18
Attachment 8
1055
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 13 -

2.7 FUTURE YEAR (2045) WITH PROJECT
This scenario is based on the Future Year (2045) No Project scenario, with modifications to both the transportation network and socio-economic data. Reclassifications to some roadways are proposed to facilitate the implementation of Complete Streets throughout the City as well as reconcile inconsistencies between the MPSH and MPAH. Additionally, this scenario considers the buildout of an updated Land Use Element for the General Plan.

The transportation network was developed through the evaluation of alternatives in the Circulation Element Update and in consideration of input provided by OCTA, Caltrans, and neighboring cities during outreach. This network is based on that of the No Project scenario, with the addition of the following modifications.

Classify the following streets as Divided Collector Arterials  Santa Clara between Grand Avenue and SR-55 Freeway (currently Secondary)  Flower Street between Warner Avenue and First Street (currently Secondary)  Chestnut Avenue between Standard Avenue and East City Limit (currently Secondary/Primary)  Raitt Street between Segerstrom and Santa Ana Boulevard (currently Secondary)  Civic Center Drive between Fairview Street and Bristol Street (currently Secondary)  Penn Way between I-5 on/off ramps and Washington Avenue (currently a secondary)  Santiago Street between Washington Avenue and 6th Street (currently a secondary)  Standard Avenue between 6th Street and Warner Avenue (currently a Secondary Arterial)  Santa Ana Boulevard between French Street and Santiago Street (currently a Primary Arterial)  Santa Ana Boulevard between Raitt and Flower (currently a Major)  Cambridge Street between Fairhaven and SR-22 Freeway (currently Secondary)  Hazard Avenue between Euclid and Harbor (currently Secondary)  Halladay Avenue between Warner and Dyer (currently Secondary)  McFadden Avenue between Harbor Blvd and Grand Ave (currently Secondary)  Broadway between 1st and 17th (currently Secondary)
 4th Street between French and Grand (currently Secondary/Primary)  Fairhaven Avenue from Grand to Tustin (currently Secondary) Classify the following streets as Primary Arterials
 Santa Ana Boulevard between Flower and Ross (currently a Major)  1st Street between Bristol Street and Tustin Avenue (currently Major) Classify the following streets as Collector Arterials
 Civic Center Drive between French and Santiago (currently a Secondary Arterial) K-19
Attachment 8
1056
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 14 -
Add the following streets to the MPAH as Divided Collector Arterials  Greenville Street between Segerstrom Avenue and Warner Avenue Add the following streets to the MPAH as Collector Streets  Greenville Street between Edinger Avenue and Warner Avenue Remove the following streets from the MPAH
 Flower Street between 17th Street and its northern terminus  Logan Street between Civic Center Drive and Santa Ana Boulevard Exhibit 2.6 presents the proposed street reclassifications. Exhibit 2.7 presents the With Project transportation network.

K-20
Attachment 8
1057
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
LEGEND
Freeway
Classify as Primary Arterial
Classify as Divided Collector Arterial
Classify as Collector
Classify as Local Street / Delete from MPAH Network
Exhibit 2.6 Proposed Arterial Roadway Reclassifications - 16 -
K-21
Attachment 8
1058
Santa Ana General Plan Update Traffic Impact Study – Revised DRAFT

W CHAPMAN AVE

W LA VETA AVE

GARDEN GROVE BLVD

MEMORY LANE

WESTMINSTER AVE

BOLSA AVE

HAZARD AVE
W 1ST ST
W 5TH ST

SANTA ANA BLVD

CIVIC CENTER DR

WASHINGTON AVE

W EDINGER AVE

W MCFADDEN AVE

W WARNER AVE

W SEGERSTROM AVE

ANTON BLVD

TALBERT AVE

SLATER AVE

W MACARTHUR BLVD

SUNFLOWER AVE

E MCFADDEN AVE

CHESTNUT AVE

BARRANCA PKWY

ALTON PKWY

MACARTHUR BLVD

REDHILL AVE

NEWPORT AVE

REDHILL AVE S MAIN ST MAPLE ST

S BRISTOL ST

S RAITT ST

N BRISTOL ST

FLOWER ST

S NEWHOPE ST

S EUCLID ST

S FAIRVIEW ST
Santa Ana Gardens Channel

HARBOR BLVD

SUSAN ST

BEAR ST

S GRAND AVE

S STANDARD AVE

N GRAND AVE

N TUSTIN AVE

CABRILLO PARK

BROADWAY

N MAIN ST

E EDINGER AVE
E 1ST ST
E 4TH ST
W 17TH ST E 17TH ST

FAIRHAVEN

SANTA CLARA AVE
55 22
57 5
Santiago Creek
LOSSAN Corridor

GARDEN GROVE
ORANGE

COSTA MESA

FOUNTAIN
VALLEY
IRVINE
TUSTIN
405
N
0 0.25 0.5 1 2
Miles

VON KARMAN AVE

TUSTIN RANCH RD
Freeway
Principal
Major Arterial
Primary Arterial
Secondary Arterial
Divided Collector
Collector
Enhanced
Intersections
Interchange
LEGEND
Exhibit 2.7 Proposed Santa Ana Circulation Element Transportation Network - 17 -
K-22
Attachment 8
1059
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 17 -

3.0 Analysis Methodology
The analysis methodology and impact criteria used in this analysis conform to the California Environmental Quality Act (CEQA) guidelines for a traffic impact analysis. CEQA identifies VMT as the preferred metric for identifying environmental impacts. Although VMT governs CEQA impacts, vehicle LOS is also assessed in order to address local operational performance and impacts. Additionally, roadway performance is assessed in order to monitor conformance with the Orange County Transportation Authority’s (OCTA) Master Plan of Arterial Highways (MPAH) operational requirements.

Study intersections and roadway segments were assessed using the method specified by the City Santa Ana, Orange County Congestion Management Program (CMP) guidelines, and other governing agency guidelines. As such, intersections under the jurisdiction of the Cities of Santa Ana, Costa Mesa, Irvine, Tustin, Garden Grove, Fountain Valley, and Orange were assessed using the Intersection Capacity Utilization (ICU) method. Intersections under the jurisdiction of Caltrans were assessed using the Highway Capacity Manual 2000 method (HCM 2000).

3.1 VEHICLE MILES TRAVELED (VMT) ANALYSIS
The VMT analysis was prepared in conformance with the City of Santa Ana VMT Analysis Guidelines (VMT Guidelines; September 2019). The City’s VMT Guidelines are based on the Office of Planning and Research’s (OPR) Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018). A VMT analysis is to be conducted for land use and transportation projects that have the potential to increase the average VMT per service population (VMT/SP).

VMT is defined as the total miles traveled by vehicles (within a transportation network). Service population is described as the population generating the VMT of interest. A VMT analysis may be conducted for large-scale projects such as land use plans or individual transportation/development projects. For large-scale projects, it is appropriate to assess VMT impacts based on total VMT/SP. For individual projects, the VMT analysis may consider VMT and VMT/SP based on specific trip types (e.g. work-based trips) and the corresponding population which generates said VMT (e.g. employees).

VMT was generated with data from OCTAM 5.0 using the full-accounting, origin-destination (OD) methodology. The full-accounting, origin-destination methodology considers the VMT generated by all internal-internal (I-I), internal-external (I-X), and external-internal (X-I) trips. These trip types refer to trips that include an origin and/or destination within the study areas (City of Santa Ana and Orange County). For example, an internal-internal trip refers to a trip which begins in the City and also ends in the City; an internal-external trip refers to a trip which begins in the City but ends outside of the City; an external-internal trip refers to a trip which begins outside of the City but ends in the City. It should be noted that while the majority of trips are captured in their entirety, a small portion are cut off at the OCTAM 5.0 boundaries. Thus, while the number of trips to and from the City of Santa Ana which cross the model boundary are known at various locations along major access points (highways, freeways, etc.) the trip length past the OCTAM 5.0 boundary is not.

In order to account for the VMT generated by the portions of trips outside the model boundaries, trip length assumptions were developed. These assumptions are based on the destinations/attractions near the model boundary as well as likely attractions/destinations beyond the immediate developments near the boundary limits. For example, northbound and southbound trips along I-5 at the San Diego County Line were assigned a trip length of 20 miles past the model’s southern boundary (the San Diego County Line). This assumption is intended to provide a general account for VMT which considers trips to various locations such as Camp Pendleton, the US-Mexico Border, and various cities within San Diego County.

Trip lengths of zero (0) miles are assigned to those trips which are not considered to extend further than 5 miles past the OCTAM boundary; due to the approximate boundary of the model, it would not be appropriate to pursue such a level of accuracy. A summary of the trip length assumptions to/from major OCTAM 5.0 boundary access points is provided below:

K-23
Attachment 8
1060
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 18 -
 SR-101 near Ventura (20 miles)
 SR-150 near Ojai (0 miles)
 SR-33 near Ventura (0 miles)
 I-5 near Santa Clarita (50 miles)
 SR-14 near Santa Clarita (20 miles)
 I-15 north of I-215 (50 miles)
 I-10 near Banning (30 miles)
 SR-243 south of Banning (10 miles)
 SR-74 east of Hemet (20 miles)
 SR-79 near Temecula (20 miles)
 I-15 near Temecula (0 miles)
 I-5 at San Diego County Line (20 miles)
Due to the nature and scale of the proposed project, the analysis considers the total VMT and service population which consists of the aggregate of total employees and population within the study area.

When aggregating employees and residents, an employee reduction factor was applied to account for overlaps in the two (employees who are also residents). Reduction factors were applied to both the City of Santa Ana and County of Orange employees then aggregated to the resident population. Reduction factors are based on employment data within the Southern California Association of Governments (SCAG) Local Profiles Reports (2019) for the City of Santa Ana and Orange County. The SCAG reports show that 20.8% of employees within the City are also residents of the City and that 65.3% of employees within the County are also residents of the County.

VMT and VMT/SP is provided for all scenarios. Existing year (2020) VMT, SP, and VMT/SP values were developed through linear interpolation of 2016 and 2045 baseline OCTAM scenarios. This method was chosen due to the availability of consistent VMT and socio-economic data (SED) used to derive VMT/SP. Although existing year (2020) SED is available, it does not have an accompanying VMT dataset since there is no baseline OCTAM roadway/highway network for existing year (2020) conditions. Therefore, the traffic study uses both interpolated VMT and SED based on OCTAM 2016 baseline and the 2045 forecasts to develop the existing year (2020) values.

Per the City of Santa Ana Traffic Impact Study Guidelines (2019), the project should be screened to determine the need for a full VMT analysis based on the following screening criteria. Firstly, two conditions should be considered:
 Does the project have the potential to reduce VMT/SP?  Is the project consistent with the Regional Transportation Plan (RTP) / Sustainable Communities Strategy’s (SCS)?
K-24
Attachment 8
1061
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 19 -
If both conditions are met, then a project may be precluded from a full VMT analysis if any of the following criteria are met:
 Projects which serve the local community and have the potential to reduce VMT, such as neighborhood K-12 schools and local-serving retail less than 50,000 square feet (Charter schools are excluded from this criteria.
 Projects that generate less than 110 net daily trips.  Projects located within Transit Priority Areas (TPAs)  Projects located in a low-VMT generating Traffic Analysis Zone (TAZ). o Proposed land use shall be consistent with the existing land use generating the low VMT/SP.
o Proposed land use shall be consistent with the RTP/SCS assumptions or decreases VMT/SP compared to RTP/SCS.

The criteria above are presented in a compact manner. Detailed criteria descriptions and supporting material are provided in the City of Santa Ana Traffic Impact Study Guidelines (2019).

VMT impacts are assessed for the Future Year (2045) With Project scenario, based on changes from both the Existing Year (2020) and Future Year (2045) No Project scenarios. VMT impact thresholds for land use plans (such as General Plans and Specific Plans) are listed below:
 Project Level Impact
o A project is considered to have a significant impact if the project VMT/SP (for the land use plan) exceeds 15% below the existing total daily VMT/SP for the County; or  Cumulative Impact
o A project is considered to have a significant impact if the project results in a negative effect on VMT/SP at the citywide level (City VMT/SP is higher with the project than without it.

Where an impact is identified, the project’s VMT/SP should be mitigated to be at or less than 15% below the existing Countywide VMT/SP. Mitigation measures may include changes to the project, implementation of transportation demand management (TDM) measures, impact fees, a mitigation exchange, or any other measure approved by the City’s Traffic Engineering Division and Planning Department.

3.2 ROADWAY LEVEL OF SERVICE ANALYSIS
Roadway performance was assessed based on the volume-to-capacity (V/C) ratio, as specified in the Santa Ana Circulation Element (1998). The V/C ratio is calculated by dividing the roadway volume by the capacity of the roadway. Roadway capacities are presented in Table 3-1 and resemble those presented in the Santa Ana Circulation Element. The Santa Ana Circulation Element, however, does not provide roadway capacities for the Divided Collector and five-lane divided arterial roadway types.

Capacities for the Divided Collector roadway were taken from the Orange County Master Plan of Arterial and Highways (OC MPAH); capacities for the five-lane divided arterial roadway were developed by averaging the capacities of the Major and Primary Arterial roadway types. The capacities shown K-25
Attachment 8
1062
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 20 -
correspond to the maximum volume that can be experienced in order to achieve the corresponding level of service (LOS). Therefore, a volume greater than that listed in the column labeled “LOS E” will result in LOS F. The minimum level of service for roadways in the City of Santa Ana is LOS D, per the Circulation Element (1998). The OC MPAH suggests a minimum LOS of C be maintained for roadways, with the intent of maintaining LOS D through intersections. Descriptions of operation and the range of volume-to-capacity ratios for each LOS grade are presented in Table 3-2.

Table 3-1 Roadway Capacity and LOS
CLASSIFICATION LANES LOS A LOS B LOS C LOS D LOS E Principal Arterial 8D 45,000 52,500 60,000 67,500 75,000 Major Arterial 6D 33,900 39,400 45,000 50,600 56,300 Major / Primary Arterial 5D 28,200 32,850 37,500 42,200 46,900 Primary Arterial 4D 22,500 26,300 30,000 33,800 37,500 Secondary Arterial 4U 15,000 17,500 20,000 22,500 25,000 Divided Collector 2D 9,000 12,000 15,000 20,000 22,000 Collector 2U 7,500 8,800 10,000 11,300 12,500
Sources: City of Santa Ana, General Plan – Circulation Element (1998); Orange County Master Plan of Arterials and Highways (2017).

3.3 INTERSECTION LEVEL OF SERVICE ANALYSIS
Study intersections were assessed using the methodology described in the governing agency’s traffic impact analysis guidelines. As such, intersections were assessed using the Intersection Capacity Utilization (ICU) methodology or the Highway Capacity Manual 2000 method (HCM 2000). A description of each as well as the level of service criteria is provided in the following sections.

3.3.1 ICU Methodology
Signalized intersections under the jurisdiction of the Cities of Santa Ana, Costa Mesa, Orange, Irvine, Tustin, and Fountain Valley were assessed using the ICU methodology. The ICU methodology is based on intersection V/C ratio. The V/C ratio value for each movement is the observed volume divided by the saturation flow volume. The intersection ICU value is the sum of the V/C values for the critical movement on each leg, where critical movements are the pairs of conflicting movements with the highest combined V/C values. ICU is expressed as a decimal value (e.g. 0.74), where 1.00 represents the saturated condition where the volume of traffic flow is equal to the capacity. LOS descriptions and their corresponding ranges of V/C ratios are provided in Table 3-2.

This study uses maximum saturation volumes of 1,600 vehicles per hour per lane (VPHPL) for turn lanes and 1,700 VPHPL for through lanes. A 5% loss time per cycle length was applied.

K-26
Attachment 8
1063
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 21 -
Table 3-2 ADT / ICU Level of Service Descriptions
LOS V/C Definition
A 0.00 – 0.60
Free Flow. Individual users are virtually unaffected by the presence of others in the traffic stream. Freedom to select desired speeds and to maneuver within the traffic stream is extremely high. The general level of comfort and convenience provided to the motorist, passenger, or pedestrian is excellent.

B 0.61 – 0.70
Stable flow. The presence of other users in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver within the traffic stream with LOS A. The general level of comfort and convenience provided is somewhat less than that of LOS A, because the presence of others in the traffic stream begins to affect individual behavior.

C 0.71 – 0.80
Stable flow. This LOS marks the beginning of the range of flow in which the operation of individual users becomes significantly affected by interactions with others in the traffic stream. The selection of speed is affected by the presence of others, and maneuvering within the traffic stream requires substantial vigilance on the part of the user. The general level of comfort and convenience declines noticeably at this level.

D 0.81 – 0.90
High density, but stable flow. Speed and freedom to maneuver are severely restricted, and the drive or pedestrian experiences a generally poor level of comfort and convenience. Small increases in traffic flow will generally cause operational problems at this level.

E 0.91 – 1.00
Operating conditions at or near the capacity level. All speeds are reduced to a slow but relatively uniform value. Freedom to maneuver within the traffic stream is extremely difficult, and generally accomplished by forcing a vehicle or pedestrian to “give way” to accommodate such maneuvers. Comfort and convenience levels are extremely poor, and drivers or pedestrian frustration is generally high. Operations at this level are usually unstable because small increases in flow or minor variations within the stream will cause a breakdown.

F > 1.00
Forced or breakdown flow. This condition exists wherever the amount of traffic approaching a point exceeds the amount which can traverse that point. Queues form up behind such locations as arrival flow exceeds discharge flow.

Source: City of Santa Ana, General Plan – Circulation Element, 1998

3.3.2 Highway Capacity Manual (HCM) Methodology
Study intersections that are Caltrans operated intersections were evaluated using the Highway Capacity Manual 2000 (HCM 2000) Operations methodology consistent with Caltrans guidelines.

Chapter 16 of the Highway Capacity Manual (HCM) 2000 contains the operations methodology for signalized intersections, which evaluates LOS based on controlled delay per vehicle. Controlled delay is defined as the portion of the total delay attributed to the traffic signal operation including deceleration delay, queue move-up time, stopped delay, and final acceleration delay. Consistent with HCM 2000 methodology the maximum saturation flow rate for intersections analyzed using HCM 2000 is 1,900 VPHPL. The relationship between controlled delay per vehicle and LOS for signalized intersections is summarized in Table 3-3.

K-27
Attachment 8
1064
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 22 -
Table 3-3 HCM 2000 Level of Service Descriptions
LOS Description of Traffic Conditions Delay
(sec/veh)
A Insignificant delays: no approach phase is fully utilized and no vehicle waits longer than one red indication. ≤ 10
B Minimal delays: an occasional approach phase is fully utilized.

Drivers begin to feel restricted. > 10 – 20
C Acceptable delays: major approach phase may become fully utilized. Most drivers feel somewhat restricted. > 20 – 35 D
Tolerable delays: drivers may wait through more than one red indication. Queues may develop but dissipate rapidly, without excessive delays.
> 35 – 55
E
Significant delays: volumes approaching capacity. Vehicles may wait through several cycles and long vehicle queues form upstream.
> 55 – 80
F
Excessive delays: represents conditions at capacity, with extremely long delays. Queues may block upstream
intersections.
> 80
Source: Highway Capacity Manual, Transportation Research Board, 2000.

Unsignalized intersections were evaluated using the methodology described in Chapter 17 of the HCM.

The criteria for unsignalized intersections have different threshold values than do those for signalized intersections because drivers expect signalized intersections to carry higher traffic volumes, so higher levels of control delay are acceptable. The relationship between controlled delay per vehicle and LOS for unsignalized intersections is summarized in Table 3-4.

K-28
Attachment 8
1065
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 23 -
Table 3-4 Level of Service for Unsignalized Intersections LOS Control Delay
(sec/veh)
A ≤ 10
B > 10 – 15
C > 15 – 25
D > 25 – 35
E > 35 – 50
F > 50
Source: Highway Capacity Manual, Transportation Research Board, 2000. Exhibit 17-22
The intersection Level of Service analysis for this report was performed using TRAFFIX software.

TRAFFIX is a network-based interactive computer program that enables calculation of levels of service at signalized and unsignalized intersections for multiple locations and scenarios. TRAFFIX also calculates signal timing (green times and cycle lengths) and maximum queue lengths to assist in evaluating signalized intersections.

3.4 INTERSECTION LOS AND SIGNIFICANT IMPACT CRITERIA

3.4.1 Cities of Santa Ana, Costa Mesa, Fountain Valley, and Orange The minimum LOS for intersections in the Cities of Santa Ana, Costa Mesa, and Fountain Valley is LOS D. Impacts are considered significant if:
 An intersection degrades from an acceptable LOS (LOS D or better) to an unacceptable LOS (LOS E or F) during the peak hours; or
 The project increases traffic demand at the study intersection by 1% of capacity (0.01) if the intersection already operates at an unacceptable level (LOS E or F).

3.4.2 City of Tustin
The minimum LOS for intersections in the City of Tustin is LOS D. Significant impacts are not explicitly outlined, but the preservation of the minimum LOS with and without the project is required. Therefore, a significant impact can be assumed to occur if:
 An intersection is expected to operate at an unacceptable LOS (LOS E or F) in the With Project scenario; an effort to return the intersection LOS to an acceptable level is to be made.

K-29
Attachment 8
1066
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 24 -

3.4.3 City of Irvine
The minimum LOS for intersections in the City of Irvine is LOS D. Impacts are considered significant if:
 An intersection degrades from an acceptable LOS (LOS D or better) to an unacceptable LOS (LOS E or F) during the peak hours; or
 An intersection is operating at an unacceptable LOS (LOS E or F) and experiences an increase in V/C of 0.02 or more.

3.4.4 Orange County Congestion Management Program
The minimum LOS for intersections part of the Orange County Congestion Management Program (OC CMP) establishes LOS E as the minimum level of operation for CMP roadways (freeways and Smart Streets). Impacts are considered significant if:
 An intersection degrades from an acceptable LOS (LOS E or better) to an unacceptable LOS (LOS F) during the peak hours; or
 The project increases traffic demand at the study intersection by 10% of capacity (0.10) if the intersection already operates at an unacceptable level (LOS F) OC CMP intersections included in this analysis are:
 INT 6 – Harbor Boulevard and SR-22 WB Off-Ramp / Banner Drive  INT 9 – Harbor Boulevard and 1st Street
 INT 12 – Harbor Boulevard and Warner Avenue
 INT 17 – Harbor Boulevard and I-405 NB Off-Ramp
 INT 18 – Harbor Boulevard and I-405 SB Off-Ramp
 INT 87 – Mabury Street and 1st Street
 INT 95 – SR-55 SB Ramps / Auto Mall Drive and Edinger Avenue

3.4.5 Caltrans
The minimum LOS for Caltrans intersections is LOS C. Impacts are considered significant if:
 An intersection degrades from an acceptable LOS (LOS C or better) to an unacceptable LOS (LOS D or worse) during the peak hours; or
 Any increase in delay is expected at an intersection already operating at an unacceptable LOS.

3.5 TRAFFIC VOLUMES
This study assesses both roadway and intersection performance for all existing and future year scenarios. Roadway and intersection counts were utilized to determine existing year (2020) average daily traffic (ADT) on study roadway segments and peak hour turning movement counts at study intersections. To determine future year (2045) volumes, an annual growth rate applied to existing traffic volumes was developed through the Orange County Transportation Analysis Model (OCTAM). The traffic volume development procedure is further detailed in the following sections.

K-30
Attachment 8
1067
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 25 -

3.5.1 Traffic Count Data
Roadway ADT was taken from the City of Santa Ana count database, with counts conducted in September and October 2019. A compound annual growth rate of 1% was applied to the ADT volumes to bring them to levels consistent with those expected in the year 2020.

Intersection turning movement volumes are provided by recent count data and supplemented with historical count data. Updated traffic counts for the year 2020 were in the process of being scheduled and conducted when widespread closures of schools, businesses, and other facilities were ordered due to the onset of the COVID-19 pandemic, disrupting normal traffic patterns. As a result, updated counts were only partially conducted and were supplemented with historic count data. Where they were able to be conducted, updated counts were conducted during the morning peak period (6:00 AM to 9:00 AM) and the afternoon peak period (4:00 PM to 7:00 PM). The AM and PM peak hour analyses are based on the hour of highest total intersection volume during the morning and afternoon peak periods. A compound annual growth rate (CAGR) of 1% was applied to the volumes for traffic counts conducted prior to 2020 to bring them to levels consistent with those expected in the year 2020. The CAGR 1% was selected based on comparisons of historical ADT data for various locations throughout the City. An inventory of intersection count data is provided in Table 3-5.

3.5.2 Travel Demand Forecasting
The horizon year 2045 volumes were derived based on existing peak hour count data and forecast link volumes obtained from the Orange County Transportation Analysis Model (OCTAM) version 5.0.

OCTAM 5.0 is the accepted sub-regional model for forecasting travel demand in Orange County, and is based on socioeconomic data from Orange County Projections 2018. Growth factors for each intersection approach and departure were interpolated from OCTAM forecast for the 2016 and 2045 baseline scenarios. These growth factors were then applied to existing counts to forecast future turning movement volumes. OCTAM 5.0 was recently updated by OCTA and this traffic analysis update utilizes this new TransCad version of the model.

K-31
Attachment 8
1068
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 26 -
Table 3-5 Intersection Count Inventory
ID INTERSECTION COUNT YEAR
1 Euclid Street and Bolsa Avenue 2019
2 Euclid Street and McFadden Avenue 2016
3 Euclid Street and Edinger Avenue 2019
4 Newhope Street and Hazard Avenue 2016
5 Newhope Street and McFadden Avenue 2016
6 Harbor Boulevard and SR‐22 WB Off‐Ramp / Banner Drive 2016 7 Trask Avenue and SR‐22 EB On‐Ramp 2013
8 Harbor Boulevard and Westminster Avenue 2019
9 Harbor Boulevard and 1st Street 2019
10 Harbor Boulevard and McFadden Avenue 2016
11 Harbor Boulevard and Edinger Avenue 2019
12 Harbor Boulevard and Warner Avenue 2019
13 Harbor Boulevard and Segerstrom Avenue 2016
14 Hyland Avenue / OCTA Bus Base and MacArthur Boulevard 2016 15 Harbor Boulevard and MacArthur Boulevard 2019
16 Harbor Boulevard and Sunflower Avenue 2016
17 Harbor Boulevard and I‐405 NB Off‐Ramp 2019
18 Harbor Boulevard and I‐405 SB Off‐Ramp 2019
19 Fairview Street and Civic Center Drive 2016
20 Fairview Street and 1st Street 2018
21 Fairview Street and McFadden Avenue 2016
22 Fairview Street and Edinger Avenue 2019
23 Fairview Street and Warner Avenue 2016
24 Fairview Street and MacArthur Boulevard 2019
25 Fairview Road and Sunflower Avenue 2016
26 Greenville Street and Edinger Avenue 2017
27 Greenville Street and Segerstrom Avenue 2017
28 Raitt Street and McFadden Avenue 2016
29 Raitt Street and Edinger Avenue 2016
30 Bear Street and MacArthur Boulevard 2017
31 Bristol Street and 17th Street 2019
32 Bristol Street and Civic Center Drive 2016
K-32
Attachment 8
1069
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 27 -
ID INTERSECTION COUNT YEAR
33 Bristol Street and Santa Ana Boulevard 2016
34 Bristol Street and 1st Street 2019
35 Bristol Street and McFadden Avenue 2017
36 Bristol Street and Warner Avenue 2019
37 Bristol Street and Segerstrom Avenue 2016
38 Bristol Street and Alton Avenue 2017
39 Bristol Street and MacArthur Boulevard 2017
40 Bristol Street and Sunflower Avenue 2016
41 Bristol Street and I‐405 NB Ramps 2018
42 Bristol Street and I‐405 SB Ramps 2018
43 Flower Street and Santa Ana Boulevard 2016
44 Flower Street and 1st Street 2017
45 Flower Street and McFadden Avenue 2016
46 Flower Street and Segerstrom Avenue 2016
47 Flower Street and MacArthur Boulevard 2016
48 Main Street and La Veta Avenue 2018
49 Main Street and Mainplace Drive / Memory Lane 2019 50 Main Street and 17th Street 2019
51 Main Street and Civic Center Drive 2016
52 Main Street and Santa Ana Boulevard 2016
53 Main Street and 4th Street 2016
54 Main Street and 1st Street 2019
55 Main Street and McFadden Avenue 2016
56 Main Street and Edinger Avenue 2019
57 Main Street and MacArthur Boulevard 2019
58 Penn Way and 17th Street 2017
59 Santiago Street / I‐5 NB Ramps and 17th Street 2016 60 Penn Way and I‐5 SB Ramps 2017
61 Santiago Street and Civic Center Drive 2017
62 Santiago Street and Santa Ana Boulevard 2016
63 Standard Avenue and 4th Street ‐
64 Standard Avenue and 1st Street 2017
65 Standard Avenue and McFadden Avenue 2018
K-33
Attachment 8
1070
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 28 -
ID INTERSECTION COUNT YEAR
66 Halladay Street and Warner Avenue 2016
67 Halladay Street and Dyer Road 2019
68 SR‐55 SB Ramps and MacArthur Boulevard 2019
69 SR‐55 NB Ramps and MacArthur Boulevard 2019
70 SR‐55 SB Ramps and Dyer Road 2019
71 Glassell Street and La Veta Avenue 2016
72 Glassell Street and SR‐22 WB Ramps 2016
73 Glassell Street / Grand Avenue and SR‐22 EB Ramps 2016 74 Grand Avenue and Fairhaven Avenue 2016
75 Grand Avenue and Santa Clara Avenue 2017
76 Grand Avenue and 17th Street 2019
77 Grand Avenue and I‐5 NB Ramps 2017
78 Grand Avenue and Santa Ana Boulevard 2017
79 Grand Avenue and 1st Street 2019
80 Grand Avenue and Chestnut Avenue 2016
81 Grand Avenue and McFadden Avenue 2016
82 Grand Avenue and Edinger Avenue 2019
83 Grand Avenue and Warner Avenue 2019
84 SR‐55 NB Ramps and Dyer Road 2019
85 Cambridge Street and La Veta Avenue 2016
86 Cambridge Street and Fairhaven Avenue 2020
87 Mabury Street and 1st Street 2020
88 Tustin Street and La Veta Avenue 2020
89 Tustin Street and SR‐22 WB On‐Ramp 2020
90 Tustin Street and SR‐22 EB Off‐Ramp / Seba Avenue 2020 91 Tustin Street and Fairhaven Avenue 2020
92 Tustin Avenue and Santa Clara Avenue 2020
93 Tustin Avenue and 17th Street 2020
94 Tustin Avenue and 4th Street 2020
95 SR‐55 SB Ramps / Auto Mall Drive and Edinger Avenue 2020 96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue 2020 97 Red Hill Avenue and Edinger Avenue 2020
98 Red Hill Avenue and Warner Avenue 2020
K-34
Attachment 8
1071
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 29 -
ID INTERSECTION COUNT YEAR
99 Red Hill Avenue and Barranca Parkway 2020
100 Red Hill Avenue and Alton Parkway 2020
101 Red Hill Avenue and MacArthur Boulevard 2020
102 Red Hill Avenue and Main Street 2020
103 I‐5 SB Ramps and Santa Ana Boulevard 2017
104 Tustin Ranch Road and Warner Avenue 2020
105 Von Karman Avenue and Barranca Parkway 2020
K-35
Attachment 8
1072
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 30 -

4.0 Existing Year (2020) Conditions
The project study area includes arterial roadways and signalized intersections in the vicinity of the project corridor. Descriptions of geometrical features and intersection level of service analysis results for the year 2020 are included in this section.

4.1 EXISTING ROADWAY NETWORK
Selected arterials that are located in the vicinity of the project corridor are described in this section.

Items of note include existing geometry, pedestrian and bicycle facilities, and adjacent land uses.

Euclid Street is classified as a Major Arterial that travels north and south through the study area. Within the study area, there are three travel lanes in each direction with a striped center median functioning as a two-way left-turn lane. Euclid Street is five lanes (2 northbound and 3 southbound) south of Davit Avenue. The posted speed limit is 45 miles per hour. On-street parking is not permitted and no bike facilities are provided. OCTA provides service along this corridor via Route 37 at approximately 30 minute headways.

Newhope Street is classified as a Secondary Arterial that travels north and south on the west end of Santa Ana. Within the study area, there are two travel lanes in each direction with a striped center median functioning as a two-way left-turn lane. The posted speed limit is 40 miles per hour. On-street parking is generally not permitted north of McFadden Avenue, except between 1st Street and 5th Street.

Class II bike lanes were recently implemented between Westminster Avenue and McFadden Avenue.

There are currently no bus routes that serve this corridor.

Hazard Avenue is classified as a Secondary Arterial that travels east and west through the study area.

Within the study area, there are two travel lanes in each direction with a striped center median functioning as a two-way left-turn lane. Hazard Avenue transitions to a Divided Collector west of Harbor Boulevard, and Undivided Collector east of Harbor Boulevard. Limited on-street parking is permitted adjacent to Rosita Park. The posted speed limit is 35 miles per hour and 25 miles per hour near the school zone. No bus routes or bike facilities are provided along this corridor.

McFadden Avenue is classified as a Secondary Arterial (between Euclid Street and Grand Avenue) and a Primary Arterial (east of Grand Avenue) that travels east and west through the study area. Within the study area, there are two travel lanes in each direction with a striped center median functioning as a two-way left-turn lane and a raised, landscaped median on occasion. McFadden Avenue narrows to a two-lane undivided roadway between Bristol Street and Standard Avenue. The posted speed limit is 30-45 miles per hour. On-street parking is permitted along parts of the corridor. Bike lanes are provided west of Harbor Boulevard. OCTA provides service along this corridor via Route 66 and Route 145 at approximately 15-45 minute headways.

Harbor Boulevard is classified as a Major Arterial that travels north and south through the study area.

Within the study area, there are three travel lanes in each direction with a raised, landscaped median.

The posted speed limit is 40-45 miles per hour. On-street parking is not permitted and limited bike facilities are provided. OCTA provides service along this corridor via Route 43 and Route 543 at approximately 15-20 minute headways.

Fairview Avenue is classified as a Major Arterial that travels north and south through the study area.

Within the study area, there are three lanes in each direction with a raised, landscaped median.

Fairview Avenue transitions to a five-lane divided roadway then a Primary Arterial north of Civic Center Drive. The posted speed limit is 45 miles per hour. On-street parking is not permitted and bike facilities are not provided. OCTA provides service along this corridor via Route 47 at approximately 15 minute headways.

Civic Center Drive is classified as a Secondary Arterial that travels east and west through the study area. Within the study area, Civic Center Drive is a four-lane undivided roadway; Civic Center Drive becomes a four-lane divided with bike facilities east of Bristol Street until Broadway. It is a four-lane K-36
Attachment 8
1073
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 31 -
divided road until Minter Street and then becomes a two-lane undivided. The posted speed limit is 35 miles per hour, unless otherwise noted to be 25 miles per hour in a school zone. On-street parking is allowed along some sections of Civic Center Drive. On-street parking is permitted along certain segments. There are some bike lanes or bike routes provided along this roadway. OCTA provides service along this corridor via Routes 83, 145, and 862 with headways of approximately 30 minutes for each route.

MacArthur Boulevard is classified as a Major Arterial that travels east and west through the study area. Within the study area, there are three travel lanes in each direction with a raised, landscaped median. MacArthur Boulevard is classified as a Primary Arterial west of Hyland Avenue. The posted speed limit is 40 miles per hour. On-street parking is not permitted throughout the corridor and there are currently no bike facilities provided. OCTA operates four bus routes along this corridor via Routes 53, 55, 76 and 173. Headways range between every 10 minutes for Route 53, 30 minutes for Route 55, 60 minutes for Route 76, and 45 minutes for Route 173.

Raitt Street is classified as a Secondary Arterial that travels north and south through the study area.

Between MacArthur Boulevard and Edinger Avenue, Raitt Street is a four-lane divided roadway.

Between Edinger Avenue and Myrtle Street, Raitt Street is a four-lane undivided roadway. Then from Myrtle Street to 1st Street it is a two-lane divided roadway. Between First Street and Washington Avenue, Raitt Street narrows down to a two-lane undivided roadway. The speed limit is limited to 25 miles per hour in school zones and 35-40 miles per hour outside of the school zone. On-street parking is permitted along the west side of the street between McFadden Avenue and Edinger Avenue and on both sides of the street north of McFadden Avenue to Richland Avenue. Currently bike facilities are not provided along this roadway. OCTA operates Route 145 approximately every 45 minutes during peak operation.
1st Street is classified as a Major Arterial that travels east and west through the study area. Within the study area, there are three lanes in each direction with a raised, landscaped median. The posted speed limit is 40 miles per hour. On-street parking is not permitted along this corridor. There are currently no bike lanes or bike routes provided. OCTA provides service along this corridor via Route 64 at approximately 15 minute headways.

Bristol Street is classified as a Major Arterial that travels north and south through the study area.

Within the study area, there are three travel lanes in each direction with a raised, landscaped median.

The posted speed limit is 40 miles per hour. Bikeways exist between 17th Street and Edinger Avenue.

On-street parking is not permitted along this corridor. OCTA provides service along this corridor via Route 57 at approximately 30 minute headways.
17th Street/ Westminster Avenue is classified as a Major Arterial traveling east and west through the northern region in Santa Ana. There are three lanes in each direction divided by a center median. The posted speed limit is 40 miles per hour. On-street parking is not permitted and there are currently no bike facilities provided along the corridor. Several OCTA bus routes serve this corridor, including Routes 51 and 60 with approximately 15-20 minute headways.

Santa Ana Boulevard is classified as a Major Arterial (between Raitt Street and Ross Street) and a Primary Arterial (between Ross Street and Grand Avenue). The roadway fluctuates between a fourlane undivided roadway (Raitt Street to Flower Street), six-lane divided roadway (Flower Street to Ross Street and Santiago Street to Grand Avenue), and a three-lane one-way roadway (Ross Street to French Street). On-street parking is permitted along certain segments of the corridor. There are currently no bike lanes or bike routes provided. The posted speed limit is 35 miles per hour. Several OCTA bus routes serve this corridor, including Routes 83, 145, and 206 with approximately 30-45 minute headways.

Segerstrom Avenue is classified as a Major Arterial that travels east and west through the study area.

Segerstrom Avenue is a six-lane divided roadway between Susan Street and Harbor Boulevard and a four-lane divided roadway along the rest of the corridor. The posted speed limit is 40 miles per hour.

K-37
Attachment 8
1074
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 32 -
On-street parking is not permitted and there are currently no bike facilities provided along this corridor.

There are currently no transit services that operate along Segerstrom Avenue within the study area.

Memory Lane is classified as a Major Arterial that travels east and west through the study area. There are three travel lanes in each direction with a raised, landscaped median. The posted speed limit is 40 miles per hour. On-street parking is not permitted along this roadway. Class II bike lanes are provided between Bristol Street and Flower Street. OCTA provides service along this corridor via Route 453 at approximately 30 minute headways.

Tustin Avenue is classified as a Major Arterial that travels north and south parallel to the SR-55 Freeway. There are three travel lanes in each direction with a striped center median. The posted speed limit is 40 miles per hour. On-street parking is not permitted and bike lanes are not available along Tustin Avenue. Two OCTA bus routes operate along Tustin Avenue. Routes 60 and 71 operate at frequencies of 45 minutes and 1 hour respectively.

Warner Avenue is classified as a Major Arterial that travels east and west through the study area.

Within the study area, Warner Avenue is a four-lane undivided roadway. The posted speed limit is 40- 45 miles per hour. On-street parking is not permitted and there are currently limited bike lanes provided along the corridor. There are two OCTA bus routes that serve Warner Avenue in the study area. Routes 72 and 463 operate with headways at approximately 20-60 minutes.

Edinger Avenue is classified as a Major Arterial that travels east and west through the study area.

The roadway is a four-lane divided roadway between Euclid Street and Main Street and six-lane divided roadway between Main Street and SR-55 freeway. The posted speed limit is 40 miles per hour. Onstreet parking is not permitted throughout most of the corridor, with the exception of the eastbound direction between Main Street and Maple Street; and between Cedar Street and Evergreen Street.

There are bike facilities provided along parts of the corridor. OCTA provides service along Edinger Avenue via Route 70 at approximately 30 minute headways.

Flower Street is classified as a Collector Street (north of 17th Street), Secondary Arterial (between 17th Street and Warner Avenue), and Primary Arterial (south of Warner Avenue) that travels north and south through the study area. The roadway fluctuates between a two-lane divided roadway (Warner Avenue to First Street and 17th Street to Memory Lane) and a four-lane divided roadway (Sunflower Avenue to Warner Avenue and First Street to 17th Street). On-street parking is permitted along residential areas.

There are currently no bike facilities provided along the corridor. OCTA provides service along this corridor via Route 51 at approximately 30 minute headways.

Main Street is classified as a Major Arterial (north of Washington Avenue and south of Warner Avenue), Secondary Arterial (between Washington Avenue to Edinger Avenue), and a Primary Arterial (between Edinger Avenue and Warner Avenue) that travels north and south through the study area. There are two travel lanes in each direction, with a striped center median operating as a two-way left-turn lane.

The posted speed limit is 35-40 miles per hour. Parking is permitted on the east side of the street between Goetz Avenue and Dyer Road, and prohibited on Main Street through the rest of the study area. South of Dyer Road, Main Street widens to a six-lane facility with a center two-way left-turn lane.

OCTA provides service along this corridor via Route 53 at approximately 20 minute headways.

Grand Avenue is classified as a Major Arterial that travels north and south through the study area.

From the SR-55 freeway to the northern study area boundary, Grand Avenue is a six-lane major arterial with a center two-way left-turn lane. Approximately 900 feet north of Warner Avenue, Grand Avenue narrows to two lanes in the southbound direction, and the third southbound lane is restored about 300 feet north of Warner Avenue. South of the SR-55 freeway, Grand Avenue has two northbound and three southbound lanes divided by a landscaped median. Parking is not permitted and there are currently no bike lanes or bike routes along Grand Avenue. The posted speed limit is 45 miles per hour.

OCTA provides service along this corridor via Route 59 at approximately 30 minute headways.

K-38
Attachment 8
1075
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 33 -

4.2 STUDY INTERSECTION GEOMETRY AND PEAK HOUR VOLUMES
Intersections were selected in consultation with the City of Santa Ana based on expected traffic impacts and vehicle volumes. The existing study intersection lane geometries are provided in the Appendix.

Year 2020 AM peak hour turning movement volumes are shown in Table 4-1, and the PM peak hour volumes are shown in Table 4-2.

Table 4-1 Existing Year 2020 Volumes – AM Peak Hour
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 124 1044 179 207 1844 104 218 811 153 184 586 188 2 Euclid Street and
McFadden Avenue 145 1100 131 137 1906 158 227 463 287 166 368 140 3 Euclid Street and
Edinger Avenue 134 845 72 127 1842 169 172 753 460 100 609 111 4 Newhope Street and
Hazard Avenue 98 738 105 91 1341 123 78 199 147 51 170 68 5 Newhope Street and
McFadden Avenue 110 491 173 119 1183 110 135 492 160 176 449 100 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 70 1274 0 0 1354 18 74 0 121 836 44 117 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 651 815 0 0 738 138
8 Harbor Boulevard and
Westminster Avenue 178 1173 251 212 1663 95 176 927 33 212 574 156 9 Harbor Boulevard and
1st Street 117 935 202 227 1914 124 140 932 181 245 621 145 10 Harbor Boulevard and
McFadden Avenue 104 1059 101 182 1919 64 167 435 130 190 430 123 11 Harbor Boulevard and
Edinger Avenue 103 772 146 183 2105 61 107 644 323 221 491 204 12 Harbor Boulevard and
Warner Avenue 115 701 178 457 2059 123 97 1385 364 151 792 134 13 Harbor Boulevard and
Segerstrom Avenue 111 791 50 171 2299 86 88 737 297 117 362 82 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
69 3 19 8 2 19 7 1953 775 64 490 20
15 Harbor Boulevard and
MacArthur Boulevard 128 898 92 316 1820 126 126 1141 344 133 443 132 16 Harbor Boulevard and
Sunflower Avenue 217 1107 205 246 2324 57 9 109 42 130 166 94 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1567 0 0 2327 0 0 0 0 508 0 894
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1729 0 0 1504 0 385 0 429 0 0 0
19 Fairview Street and
Civic Center Drive 6 1278 414 243 1402 6 6 23 23 300 9 155 20 Fairview Street and
1st Street 157 1206 227 241 1401 161 214 1233 191 163 732 245 21 Fairview Street and
McFadden Avenue 121 1294 173 142 1727 125 221 522 120 194 500 40 22 Fairview Street and 188 831 116 215 1503 127 237 657 176 421 553 110 K-39
Attachment 8
1076
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 34 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
Edinger Avenue
23 Fairview Street and
Warner Avenue 215 952 125 205 1628 119 69 1010 301 307 926 300 24 Fairview Street and
MacArthur Boulevard 248 771 89 307 1546 173 125 1019 150 235 494 140 25 Fairview Road and
Sunflower Avenue 185 1071 163 204 1738 111 49 322 65 306 256 132 26 Greenville Street and
Edinger Avenue 186 0 251 0 0 0 0 960 234 172 915 0
27 Greenville Street and
Segerstrom Avenue 47 193 78 154 472 160 33 739 118 164 662 76 28 Raitt Street and
McFadden Avenue 62 570 90 100 762 104 116 704 90 172 542 97 29 Raitt Street and
Edinger Avenue 188 501 181 152 716 85 165 1008 145 117 916 54 30 Bear Street and
MacArthur Boulevard 81 280 119 199 756 300 97 1663 114 70 1180 100 31 Bristol Street and
17th Street 192 988 167 335 1376 181 324 963 156 359 824 273 32 Bristol Street and
Civic Center Drive 123 1087 96 318 1284 80 149 755 93 121 401 83 33 Bristol Street and
Santa Ana Boulevard 65 1419 197 137 1507 41 83 403 35 96 240 41 34 Bristol Street and 1st Street 183 1278 162 275 1133 160 206 1268 128 108 813 119 35 Bristol Street and
McFadden Avenue 118 1054 53 161 1571 162 275 472 232 155 432 50 36 Bristol Street and
Warner Avenue 192 862 159 386 1307 148 206 1149 286 188 860 146 37 Bristol Street and
Segerstrom Avenue 65 725 136 283 1011 119 189 913 84 122 554 71 38 Bristol Street and
Alton Avenue 9 628 47 227 1571 36 190 117 244 41 87 31
39 Bristol Street and
MacArthur Boulevard 92 478 120 326 1419 148 192 1394 283 191 910 132 40 Bristol Street and
Sunflower Avenue 94 461 136 245 1388 104 114 942 381 246 400 138 41 Bristol Street and
I‐405 NB Ramps 0 1489 191 0 1967 8 0 0 34 121 73 665
42 Bristol Street and
I‐405 SB Ramps 113 1108 0 0 985 847 573 0 524 0 0 0
43 Flower Street and
Santa Ana Boulevard 87 811 118 168 568 76 114 710 81 101 323 135 44 Flower Street and 1st Street 139 602 159 175 554 58 165 1514 60 209 861 123 45 Flower Street and
McFadden Avenue 60 438 38 66 367 53 51 581 44 64 432 58 46 Flower Street and
Segerstrom Avenue 63 331 73 98 544 120 155 1065 297 74 546 60 47 Flower Street and
MacArthur Boulevard 22 142 73 163 352 264 165 1879 80 54 909 58 48 Main Street and
La Veta Avenue 84 579 300 198 1034 173 350 495 215 316 276 230 49 Main Street and Mainplace
Drive / Memory Lane 28 764 250 32 1244 260 148 233 16 198 226 15 K-40
Attachment 8
1077
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 35 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
50 Main Street and 17th Street 128 760 163 195 1086 70 116 1225 61 325 1300 19 51 Main Street and
Civic Center Drive 138 901 79 59 1042 159 90 545 99 43 566 34 52 Main Street and
Santa Ana Boulevard 68 1083 0 0 1107 98 0 0 0 61 848 65 53 Main Street and 4th Street 0 977 23 0 1098 27 0 93 14 0 114 28 54 Main Street and 1st Street 116 596 60 88 882 65 119 1393 147 88 1097 61 55 Main Street and
McFadden Avenue 89 838 42 175 1364 27 42 396 43 140 373 107 56 Main Street and
Edinger Avenue 109 617 67 228 1052 55 75 971 131 122 709 87 57 Main Street and
MacArthur Boulevard 54 311 264 645 848 192 240 1393 252 146 435 218 58 Penn Way and 17th Street 43 0 217 0 0 0 0 1238 631 214 1722 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 768 35 22 57 0 295 99 1040 376 0 1245 20 60 Penn Way and I‐5 SB Ramps 0 158 140 799 165 0 0 0 0 179 0 100 61 Santiago Street and
Civic Center Drive 206 143 20 5 303 74 121 46 246 72 66 13 62 Santiago Street and
Santa Ana Boulevard 24 71 56 311 161 133 48 474 14 108 807 271 63 Standard Avenue and
4th Street - - - - - - - - - - - -
64 Standard Avenue and
1st Street 108 191 119 12 231 25 86 1317 214 64 1012 12 65 Standard Avenue and
McFadden Avenue 74 284 128 220 531 37 17 589 71 138 366 82 66 Halladay Street and
Warner Avenue 43 0 100 0 0 0 0 1283 145 160 607 0
67 Halladay Street and
Dyer Road 11 18 49 183 37 39 41 1375 10 115 626 101
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 961 0 870 0 1441 1027 0 1275 145 69 SR‐55 NB Ramps and
MacArthur Boulevard 908 0 976 0 0 0 0 1609 796 0 517 244 70 SR‐55 SB Ramps and
Dyer Road 221 26 505 50 242 60 35 1338 285 408 647 108
71 Glassell Street and
La Veta Avenue 263 412 125 17 358 79 38 195 375 236 249 6 72 Glassell Street and
SR‐22 WB Ramps 500 561 0 0 743 346 0 0 0 285 5 426
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 818 218 280 733 0 258 0 1012 0 0 0 74 Grand Avenue and
Fairhaven Avenue 18 737 106 174 1444 32 99 60 59 254 28 229 75 Grand Avenue and
Santa Clara Avenue 66 463 119 290 1418 319 143 233 48 120 231 211 76 Grand Avenue and
17th Street 163 476 327 286 1198 235 224 835 106 309 807 88 77 Grand Avenue and
I‐5 NB Ramps 0 831 480 58 1869 0 0 0 0 456 0 126
78 Grand Avenue and 71 1003 51 141 1166 1029 263 217 428 5 373 34 K-41
Attachment 8
1078
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 36 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
Santa Ana Boulevard
79 Grand Avenue and 1st Street 213 751 35 99 1432 174 332 793 225 247 867 99 80 Grand Avenue and
Chestnut Avenue 53 737 163 149 1788 49 60 419 110 118 347 216 81 Grand Avenue and
McFadden Avenue 171 722 108 237 1590 155 186 601 182 117 420 106 82 Grand Avenue and
Edinger Avenue 47 472 92 224 1146 224 319 1332 128 151 579 126 83 Grand Avenue and
Warner Avenue 169 510 218 199 574 194 256 914 359 88 388 131 84 SR‐55 NB Ramps and
Dyer Road 557 0 456 0 0 0 0 1533 613 0 719 433
85 Cambridge Street and
La Veta Avenue 160 204 0 0 480 245 117 0 187 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 515 0 166 80 216 0 0 247 192
87 Mabury Street and
1st Street 10 0 244 238 141 533 0 1062 11 46 701 0
88 Tustin Street and
La Veta Avenue 8 333 96 74 1452 4 9 11 35 447 2 69
89 Tustin Street and
SR‐22 WB On‐Ramp 656 610 0 0 1395 833 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 996 5 22 1349 0 244 24 1051 6 0 43 91 Tustin Street and
Fairhaven Avenue 89 514 90 235 2026 40 68 258 444 306 338 442 92 Tustin Avenue and
Santa Clara Avenue 73 397 74 127 2600 82 101 255 186 118 244 122 93 Tustin Avenue and
17th Street 111 198 236 602 1737 19 187 738 126 488 770 188 94 Tustin Avenue and
4th Street 48 245 219 664 845 262 114 676 28 103 579 376 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 421 63 498 50 30 8 28 1104 408 399 940 123 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
227 60 38 14 344 504 253 153 146 8 223 4
97 Red Hill Avenue and
Edinger Avenue 81 299 85 226 960 450 190 611 130 224 1085 152 98 Red Hill Avenue and
Warner Avenue 56 339 46 19 891 179 202 343 253 98 349 62 99 Red Hill Avenue and
Barranca Parkway 127 316 104 199 876 115 118 710 281 578 645 126 100 Red Hill Avenue and
Alton Parkway 174 512 321 251 1141 183 9 28 28 223 189 106 101 Red Hill Avenue and
MacArthur Boulevard 64 569 10 208 537 492 1248 645 106 23 223 571 102 Red Hill Avenue and
Main Street 162 556 361 67 313 108 139 1309 254 154 309 73 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 367 0 36 323 554 0 0 1130 330 104 Tustin Ranch Road and
Warner Avenue 0 0 0 265 0 33 18 238 0 0 1717 395
K-42
Attachment 8
1079
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 37 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
105 Von Karman Avenue and
Barranca Parkway 107 142 85 119 1164 509 130 488 163 769 1263 39 K-43
Attachment 8
1080
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 38 -
Table 4-2 Existing Year 2020 Volumes – PM Peak Hour
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 159 1477 119 185 1053 199 212 678 106 217 909 217 2 Euclid Street and
McFadden Avenue 175 1426 92 110 1354 164 183 419 185 127 532 246 3 Euclid Street and
Edinger Avenue 526 1572 112 122 803 204 161 622 186 91 840 136 4 Newhope Street and
Hazard Avenue 116 1281 50 49 1038 124 108 214 131 32 202 58 5 Newhope Street and
McFadden Avenue 202 1084 190 164 733 142 81 496 72 107 589 168 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 88 1992 0 0 1519 49 93 0 78 593 80 170 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 838 628 0 0 606 57
8 Harbor Boulevard and
Westminster Avenue 276 1374 325 207 1430 165 187 667 32 230 797 181 9 Harbor Boulevard and
1st Street 287 1480 164 278 1218 164 188 766 145 230 1073 175 10 Harbor Boulevard and
McFadden Avenue 167 1716 125 298 1273 115 214 520 65 211 506 146 11 Harbor Boulevard and
Edinger Avenue 282 1773 214 283 822 75 134 564 100 140 813 271 12 Harbor Boulevard and
Warner Avenue 774 3713 279 274 1525 182 241 1707 390 260 2700 862 13 Harbor Boulevard and
Segerstrom Avenue 299 1881 60 91 1027 91 111 552 181 99 1074 390 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
1201 7 70 12 4 14 36 891 160 25 2350 12
15 Harbor Boulevard and
MacArthur Boulevard 588 1519 88 213 1073 176 140 489 181 87 1467 276 16 Harbor Boulevard and
Sunflower Avenue 178 1771 263 112 1393 42 67 182 189 254 533 199 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1529 0 0 2475 0 0 0 0 701 0 1132
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1861 0 0 2147 0 157 0 722 0 0 0
19 Fairview Street and
Civic Center Drive 5 1430 402 144 1338 0 2 5 4 438 0 162 20 Fairview Street and
1st Street 149 1094 99 203 1264 251 215 870 151 159 1204 186 21 Fairview Street and
McFadden Avenue 159 1462 127 155 1257 196 244 659 163 158 545 134 22 Fairview Street and
Edinger Avenue 188 1793 110 198 616 151 230 703 188 373 789 173 23 Fairview Street and
Warner Avenue 217 1728 161 188 951 96 197 955 148 188 1108 240 24 Fairview Street and
MacArthur Boulevard 243 1672 91 171 955 88 280 731 246 179 1365 239 25 Fairview Road and
Sunflower Avenue 201 1806 393 144 1196 83 203 430 95 265 664 173 K-44
Attachment 8
1081
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 39 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
26 Greenville Street and
Edinger Avenue 327 0 218 0 0 0 0 982 200 95 1128 0
27 Greenville Street and
Segerstrom Avenue 57 476 36 61 200 61 108 823 47 27 1037 148 28 Raitt Street and
McFadden Avenue 58 835 130 45 474 76 126 747 65 88 742 102 29 Raitt Street and
Edinger Avenue 190 816 229 111 384 96 139 961 137 86 972 87 30 Bear Street and
MacArthur Boulevard 200 962 251 112 271 82 97 910 94 93 1673 266 31 Bristol Street and
17th Street 236 1148 191 243 1293 220 336 750 136 284 1069 362 32 Bristol Street and
Civic Center Drive 200 1399 73 136 1250 128 190 534 63 169 723 82 33 Bristol Street and
Santa Ana Boulevard 75 1524 87 105 1402 53 59 163 38 233 371 100 34 Bristol Street and 1st Street 286 1235 182 206 1115 252 189 1062 136 217 1330 126 35 Bristol Street and
McFadden Avenue 213 1566 85 84 1171 270 262 512 102 97 504 59 36 Bristol Street and
Warner Avenue 309 1157 211 251 838 163 193 868 153 173 1021 299 37 Bristol Street and
Segerstrom Avenue 179 1322 233 92 843 176 200 716 57 119 1074 54 38 Bristol Street and
Alton Avenue 43 1681 158 119 896 56 75 105 195 91 150 29 39 Bristol Street and
MacArthur Boulevard 335 1428 260 223 821 129 357 796 169 265 1536 290 40 Bristol Street and
Sunflower Avenue 645 1363 220 201 750 215 293 573 222 263 1012 322 41 Bristol Street and
I‐405 NB Ramps 0 2094 183 0 2148 20 0 0 194 357 306 1184 42 Bristol Street and
I‐405 SB Ramps 127 1555 0 0 1506 880 740 0 331 0 0 0
43 Flower Street and
Santa Ana Boulevard 124 754 62 104 530 48 134 386 63 146 510 151 44 Flower Street and 1st Street 132 625 149 170 466 135 139 1217 101 210 1415 147 45 Flower Street and
McFadden Avenue 42 567 35 46 352 57 64 478 19 48 595 85 46 Flower Street and
Segerstrom Avenue 120 843 80 66 369 106 158 786 83 75 1258 81 47 Flower Street and
MacArthur Boulevard 133 634 74 85 205 197 209 994 63 62 1989 177 48 Main Street and
La Veta Avenue 307 938 439 145 911 235 296 422 189 257 513 206 49 Main Street and Mainplace
Drive / Memory Lane 90 945 179 51 1055 139 293 325 87 185 151 73 50 Main Street and 17th Street 197 1019 222 173 757 117 221 1237 73 178 1089 72 51 Main Street and
Civic Center Drive 89 1126 94 61 995 63 159 881 105 38 384 39 52 Main Street and
Santa Ana Boulevard 54 1229 0 0 1083 53 0 0 0 65 656 85 53 Main Street and 4th Street 0 1055 50 0 1037 47 0 98 55 0 181 46 K-45
Attachment 8
1082
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 40 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
54 Main Street and 1st Street 169 826 72 175 671 143 120 1214 90 114 1275 89 55 Main Street and
McFadden Avenue 146 1147 71 134 908 66 78 345 42 85 480 216 56 Main Street and
Edinger Avenue 99 1050 48 122 609 83 127 752 84 97 1296 134 57 Main Street and
MacArthur Boulevard 488 1169 321 283 368 278 298 613 59 198 1570 456 58 Penn Way and 17th Street 848 0 414 0 0 0 0 1590 513 123 1440 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 345 46 18 51 0 133 120 1099 722 0 1525 41 60 Penn Way and I‐5 SB Ramps 0 363 238 550 127 0 0 0 0 175 0 150 61 Santiago Street and
Civic Center Drive 97 299 30 13 187 48 266 76 269 14 19 18 62 Santiago Street and
Santa Ana Boulevard 36 133 84 297 120 61 71 649 20 73 492 187 63 Standard Avenue and
4th Street - - - - - - - - - - - -
64 Standard Avenue and
1st Street 185 367 119 19 189 23 177 1218 129 91 1148 21 65 Standard Avenue and
McFadden Avenue 169 667 82 137 300 52 53 351 60 117 712 206 66 Halladay Street and
Warner Avenue 169 0 352 0 0 0 2 926 93 141 1121 0
67 Halladay Street and
Dyer Road 41 180 208 114 15 32 150 1298 9 45 1451 116
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 288 0 697 0 1167 1040 0 1532 602 69 SR‐55 NB Ramps and
MacArthur Boulevard 641 0 426 0 0 0 0 711 731 0 1501 1081 70 SR‐55 SB Ramps and
Dyer Road 319 10 240 103 226 110 65 1523 207 556 991 64 71 Glassell Street and
La Veta Avenue 472 490 160 15 499 37 82 268 461 155 280 11 72 Glassell Street and
SR‐22 WB Ramps 557 910 0 0 878 255 0 0 0 201 7 357
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 1202 307 381 681 0 229 4 503 0 0 0 74 Grand Avenue and
Fairhaven Avenue 46 1214 243 222 894 82 79 45 33 255 48 181 75 Grand Avenue and
Santa Clara Avenue 88 1185 246 220 868 220 159 194 36 136 244 260 76 Grand Avenue and
17th Street 246 877 221 270 582 128 346 886 149 300 1107 201 77 Grand Avenue and
I‐5 NB Ramps 0 1297 1001 48 1164 0 0 0 0 143 0 172
78 Grand Avenue and
Santa Ana Boulevard 167 1888 31 34 750 532 328 200 316 20 134 97 79 Grand Avenue and 1st Street 165 1261 38 120 706 282 277 918 91 151 941 173 80 Grand Avenue and
Chestnut Avenue 140 1050 182 149 664 112 93 285 62 107 333 194 81 Grand Avenue and
McFadden Avenue 202 1150 198 138 626 168 128 476 83 86 686 151 K-46
Attachment 8
1083
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 41 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
82 Grand Avenue and
Edinger Avenue 242 1397 121 165 408 229 201 868 70 74 1333 173 83 Grand Avenue and
Warner Avenue 242 873 193 146 471 217 342 656 142 151 964 316 84 SR‐55 NB Ramps and
Dyer Road 188 0 51 0 0 0 0 1339 681 0 1545 965
85 Cambridge Street and
La Veta Avenue 191 266 0 0 196 181 219 0 144 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 219 0 76 141 246 0 0 273 340
87 Mabury Street and
1st Street 25 0 256 207 88 390 0 1512 24 40 549 0
88 Tustin Street and
La Veta Avenue 46 1033 245 90 801 15 13 5 20 183 5 112
89 Tustin Street and
SR‐22 WB On‐Ramp 532 1529 0 0 711 365 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 1547 4 52 707 0 458 41 581 28 0 67 91 Tustin Street and
Fairhaven Avenue 239 1275 113 327 862 99 80 180 147 94 208 196 92 Tustin Avenue and
Santa Clara Avenue 163 789 121 183 1444 100 61 192 113 125 157 148 93 Tustin Avenue and
17th Street 216 926 476 346 371 37 444 872 118 229 753 419 94 Tustin Avenue and
4th Street 55 598 194 459 339 124 180 642 33 88 596 367 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 377 30 398 110 50 37 35 1258 354 385 1003 120 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
583 174 34 8 97 373 104 36 21 23 348 16
97 Red Hill Avenue and
Edinger Avenue 159 1146 182 145 289 234 327 838 102 62 803 392 98 Red Hill Avenue and
Warner Avenue 382 1308 150 58 223 283 222 603 94 25 525 69 99 Red Hill Avenue and
Barranca Parkway 356 1339 345 185 313 147 203 753 99 127 966 282 100 Red Hill Avenue and
Alton Parkway 27 1499 217 124 528 4 132 324 166 433 74 267 101 Red Hill Avenue and
MacArthur Boulevard 125 809 10 286 594 1042 597 275 42 39 818 574 102 Red Hill Avenue and
Main Street 416 897 242 74 538 292 198 705 191 279 1589 89 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 278 0 61 561 634 0 0 668 183
104 Tustin Ranch Road and
Warner Avenue 0 0 0 653 0 45 54 1795 0 0 548 236
105 Von Karman Avenue and
Barranca Parkway 224 1290 281 67 343 236 560 1023 143 204 646 220 K-47
Attachment 8
1084
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 42 -

4.3 EXISTING YEAR (2020) VEHICLE MILES TRAVELED (VMT)
Table 4-3 presents the VMT analysis results for the existing year (2020) scenario. VMT calculations are based on the scenario parameters and methodology as described in Sections 2.5 and 3.1, respectively.

Table 4-3 Existing Year (2020) VMT Summary
I – I
VMT
I – X
VMT
X – I
VMT
Total
VMT
Service
Population VMT/SP
City 697,779 5,356,504 5,352,841 11,407,124 507,924 22.5 County 48,242,429 25,463,887 25,637,825 99,344,141 3,834,949 25.9 SP = Service Population = Total Employees + Total Population. Reduction factor applied to Total Employees as noted in Section

3.1 and shown in Appendix F. I-I = Internal-Internal; I-X = Internal-External; X-I = External-Internal.

4.4 EXISTING YEAR (2020) ROADWAY SEGMENT LEVEL OF SERVICE Table 4-4 includes the 24-hour count locations, volumes, and corresponding roadway segment level of service. The following study roadway segments currently operate at a deficient LOS:
 Segment 4 – Harbor Boulevard from Westminster Avenue/17th Street to Hazard Avenue  Segment 11 – Bristol Street from 17th Street to Santa Clara Avenue  Segment 13 – Bristol Street from 17th Street to Washington Avenue  Segment 14 – Fairview Street from Trask Avenue to 17th Street  Segment 17 – Flower Street from 1st Street to Bishop Street  Segment 23 – Main Street from 1st Street to Bishop Street  Segment 25 – Grand Avenue from Santa Ana Boulevard to 4th Street  Segment 39 – Bristol Street from Edinger Avenue to Warner Avenue  Segment 44 – Edinger Avenue from Flower Street to Main Street  Segment 45 – Main Street from McFadden Avenue to Edinger Avenue  Segment 57 – Dyer Road from Grand Avenue to Pullman Street  Segment 58 – McFadden Avenue from Bristol Street to Flower Street  Segment 72 – McFadden Avenue from Main Street to Standard Avenue  Segment 88 – Harbor Boulevard from Edinger Avenue to Warner Avenue K-48
Attachment 8
1085
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 43 -
Table 4-4 Existing Year (2020) Roadway Segment LOS
ID Street Segment Lanes ADT LOS
1 1st Street Euclid Street to Ward Street 6D 25,233 A 2 Euclid Street 1st Street to McFadden Avenue 6D 40,731 C 3 Westminster Avenue Harbor Boulevard to Fairview Street 6D 30,459 A 4 Harbor Boulevard Westminster Avenue/17th Street to Hazard Avenue 6D 54,137 E 5 1st Street Harbor Boulevard to Jackson 6D 32,736 A 6 Edinger Avenue Harbor Boulevard to Fairview Street 4D 27,838 C 7 Warner Avenue Harbor Boulevard to Fairview Street 6D 31,945 A 8 Harbor Boulevard Segerstrom Avenue to MacArthur Boulevard 6D 15,622 A 9 Fairview Street 1st Street to Willits Street 6D 42,605 C 10 1st Street Sullivan Street to Raitt Street 6D 36,377 B 11 Bristol Street 17th Street to Santa Clara Avenue 4D 45,676 F 12 17th Street College Avenue to Bristol Street 6D 37,345 B 13 Bristol Street 17th Street to Washington Avenue 4D 42,005 F 14 Fairview Street Trask Avenue to 17th Street 4D 40,432 F 15 Bristol Street 1st Street to Bishop Street 6D 42,663 C 16 Civic Center Drive Bristol Street to Flower Street 4D 17,589 A 17 Flower Street 1st Street to Bishop Street 2U 15,622 F 18 Main Street 17th Street to 20th Street 4D 32,044 D 19 Main Street Washington Street to Civic Center Drive 4D 33,489 D 20 Civic Center Drive Flower Street to Ross Street 4D 17,427 A 21 Santa Ana Boulevard Flower Street to Ross Street 6D 14,689 A 22 1st Street Main Street to Standard Avenue 6D 42,699 C 23 Main Street 1st Street to Bishop Street 4U 30,125 F 24 Grand Avenue Santa Clara Avenue to Fairhaven Street 4D 30,206 D 25 Grand Avenue Santa Ana Boulevard to 4th Street 4D 36,678 E 26 Santa Clara Avenue Grand Avenue to Tustin Avenue 2U 10,585 D 27 Tustin Avenue Santa Clara Avenue to Fairhaven Street 6D 35,410 B 28 17th Street Cabrillo Park Drive to Tustin Avenue 4D 32,080 D 29 Tustin Avenue Fruit Street to 4th Street 6D 25,174 A 30 1st Street Grand Avenue to Elk Lane 6D 28,638 A
31 1st Street Cabrillo Park Drive to Tustin Avenue 6D 22,083 A 32 Fairview Street Edinger Avenue to Harvard Street 6D 37,524 B 33 Fairview Street Warner Avenue to Segerstrom Avenue 6D 39,878 C 34 MacArthur Boulevard Harbor Boulevard to Fairview Street 6D 26,235 A 35 Edinger Avenue Fairview Street to Greenville Street 4D 29,115 C 36 McFadden Avenue Fairview Street to Raitt Street 4D 20,997 A 37 MacArthur Boulevard Fairview Street to Raitt Street 6D 28,809 A 38 Segerstrom Avenue Fairview Street to Raitt Street 4D 19,326 A 39 Bristol Street Edinger Avenue to Warner Avenue 4D 37,238 E 40 Bristol Street Warner Avenue to Segerstrom Avenue 6D 38,007 B K-49
Attachment 8
1086
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 44 -
ID Street Segment Lanes ADT LOS
41 Warner Avenue Raitt Street to Bristol Street 5D 34,555 C 42 Bristol Street MacArthur Boulevard to Sunflower Avenue 6D 34,731 B 43 Flower Street Warner Avenue to Segerstrom Avenue 4D 15,378 A 44 Edinger Avenue Flower Street to Main Street 4D 36,534 E 45 Main Street McFadden Avenue to Edinger Avenue 4U 28,622 F 46 Main Street Edinger Avenue to Warner Avenue 4D 27,972 C 47 Main Street Warner Avenue to Dyer Road 5D 30,484 B 48 Segerstrom Avenue Bristol Street to Flower Street 4D 22,959 B 49 MacArthur Boulevard Flower Street to Main Street 6D 37,946 B 50 Main Street MacArthur Boulevard to Sunflower Avenue 6D 23,692 A 51 Grand Avenue Edinger Avenue to Warner Avenue 6D 17,735 A 52 Edinger Avenue Richie Street to Newport Avenue 6D 40,435 C 53 Warner Avenue Grand Avenue to Red Hill Avenue 6D 22,435 A 54 Warner Avenue Main Street to Standard Avenue 6D 27,391 A 55 McFadden Avenue Newhope Street to Harbor Boulevard 4D 18,495 A 56 McFadden Avenue Standard Avenue to Grand Avenue 4D 20,188 A 57 Dyer Road Grand Avenue to Pullman Street 6D 51,084 E 58 McFadden Avenue Bristol Street to Flower Street 2U 14,951 F 59 Main Street La Veta Avenue to Memory Lane 6D 31,004 A 60 1st Street Bristol Street to Flower Street 6D 39,006 B 61 Fairhaven Avenue Grand Avenue to Tustin Avenue 4D 10,218 A 62 4th Street French Street to Standard Avenue 2D 14,855 C 63 Broadway 17th Street to Civic Center Drive 4D 20,630 A 64 Broadway Civic Center Drive to 1st Street 4U 16,005 B 65 Cambridge Street SR‐22 to Fairhaven Avenue 2U ‐ * ‐ 66 Chestnut Avenue Standard Avenue to Lyon Street 4U 2,587 A 67 Civic Center Drive French Street to Santiago Street 2U 10,266 D 68 Civic Center Drive Fairview Road to Bristol Street 4U 13,772 A 69 Flower Street Edinger Avenue to Warner Avenue 2U 10,964 D 70 Halladay Avenue Warner Avenue to Dyer Road 2D ‐ * ‐ 71 Hazard Avenue Euclid Street to Harbor Boulevard 4U 9,546 A 72 McFadden Avenue Main Street to Standard Avenue 2U 16,064 F 73 Penn Way/Santiago Street I‐5 SB Ramps to Santa Ana Boulevard 4U ‐ * ‐ 74 Raitt Street Santa Ana Boulevard to 1st Street 2U 9,978 C 75 Raitt Street Warner Avenue to Segerstrom Avenue 4D 14,746 A 76 Santa Ana Boulevard French Street to Santiago Street 2D 6,616 A 77 Santa Ana Boulevard Raitt Street to Bristol Street 4U 4,236 A 78 Standard Avenue Chestnut Avenue to McFadden Avenue 4U 12,871 A 79 Standard Avenue Edinger Avenue to Warner Avenue 4U 12,852 A 80 Greenville Street Edinger Avenue to Warner Avenue 2U 7,090 A 81 Greenville Street Warner Avenue to Segerstrom Avenue 4D 8,578 A 82 Flower Street 17th Street to Northern Terminus 2D 11,155 B K-50
Attachment 8
1087
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 45 -
ID Street Segment Lanes ADT LOS
83 Logan Street Civic Center Drive to Santa Ana Boulevard 2U ‐ * ‐ 84 Dyer Road Pullman Street to Red Hill Avenue 6D 31,248 A 85 Fairhaven Avenue Tustin Street to Yorba Street 4U 16,381 B 86 Santa Clara Avenue Tustin Street to Yorba Street 2U 8,568 B 87 Harbor Boulevard McFadden Avenue to Edinger Avenue 6D 49,281 D 88 Harbor Boulevard Edinger Avenue to Warner Avenue 6D 52,363 E Notes:
* Not available.
(1) ADT – Average Daily Traffic Volumes
(2) LOS – Level of Service
(3) #D – total number of lanes in both directions divided by raised or striped median; #U – total number of undivided lanes in both directions
(4) Roadway capacities shown in Table 3-1.
(5) Yellow and red shading indicates an unacceptable level of service.

K-51
Attachment 8
1088
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 46 -

4.5 EXISTING YEAR (2020) INTERSECTION LEVEL OF SERVICE
A summary of the AM and PM peak hour level of service analysis results for the existing year (2020) existing condition are included in Table 4-5. Intersections are general considered unacceptable if the level of service (LOS) is “E” or “F”. It should be noted that Caltrans and CMP intersection have a minimum acceptable LOS of C and E, respectively. The following intersections are forecast to have unacceptable level of service in the existing year (2020) condition:
 INT 2 – Euclid street and McFadden Avenue (City of Santa Ana)  INT 12 – Harbor Boulevard and Warner Avenue (City of Santa Ana – CMP)  INT 13 – Harbor Boulevard and Segerstrom Avenue (City of Santa Ana)  INT 14 – Hyland Avenue and MacArthur Boulevard (City of Costa Mesa / City of Santa Ana)  INT 37 – Bristol Street and Segerstrom Avenue (City of Santa Ana)  INT 45 – Flower Street and McFadden Avenue (City of Santa Ana)  INT 47 – Flower Street and MacArthur Boulevard (City of Santa Ana)  INT 82 – Grand Avenue and Edinger Avenue (City of Santa Ana)  INT 91 – Tustin Street and Fairhaven Avenue (City of Orange) K-52
Attachment 8
1089
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 47 -
Table 4-5: Existing Year (2020) LOS Summary
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
1 Euclid Street and Bolsa Avenue 0.85 D 0.87 D
2 Euclid Street and McFadden Avenue 0.91 E 0.83 D
3 Euclid Street and Edinger Avenue 0.86 D 0.79 C
4 Newhope Street and Hazard Avenue 0.71 C 0.64 B
5 Newhope Street and McFadden Avenue 0.83 D 0.84 D
6 Harbor Boulevard and SR‐22 WB Off‐Ramp / Banner Drive 27.4 C 23.6 C 7 Trask Avenue and SR‐22 EB On‐Ramp 11.5 B 12.4 B
8 Harbor Boulevard and Westminster Avenue 0.82 D 0.79 C 9 Harbor Boulevard and 1st Street 0.81 D 0.83 D
10 Harbor Boulevard and McFadden Avenue 0.79 C 0.81 D 11 Harbor Boulevard and Edinger Avenue 0.77 C 0.70 B
12 Harbor Boulevard and Warner Avenue 0.81 D 1.58 F
13 Harbor Boulevard and Segerstrom Avenue 0.98 E 0.90 D 14 Hyland Avenue / OCTA Bus Base and MacArthur Boulevard 0.61 B 0.92 E 15 Harbor Boulevard and MacArthur Boulevard 0.75 C 0.82 D 16 Harbor Boulevard and Sunflower Avenue 0.70 B 0.78 C 17 Harbor Boulevard and I‐405 NB Off‐Ramp 19.7 B 23.7 C 18 Harbor Boulevard and I‐405 SB Off‐Ramp 13.2 B 19.4 B 19 Fairview Street and Civic Center Drive 0.67 B 0.66 B 20 Fairview Street and 1st Street 0.87 D 0.88 D
21 Fairview Street and McFadden Avenue 0.79 C 0.80 C
22 Fairview Street and Edinger Avenue 0.75 C 0.81 D
23 Fairview Street and Warner Avenue 0.85 D 0.85 D
24 Fairview Street and MacArthur Boulevard 0.70 B 0.83 D 25 Fairview Road and Sunflower Avenue 0.71 C 0.71 C
26 Greenville Street and Edinger Avenue 0.56 A 0.59 A 27 Greenville Street and Segerstrom Avenue 0.73 C 0.69 B 28 Raitt Street and McFadden Avenue 0.72 C 0.72 C
29 Raitt Street and Edinger Avenue 0.85 D 0.86 D
30 Bear Street and MacArthur Boulevard 0.74 C 0.87 D
31 Bristol Street and 17th Street 0.73 C 0.69 B
32 Bristol Street and Civic Center Drive 0.83 D 0.83 D 33 Bristol Street and Santa Ana Boulevard 0.67 B 0.66 B 34 Bristol Street and 1st Street 0.75 C 0.78 C
35 Bristol Street and McFadden Avenue 0.75 C 0.75 C
36 Bristol Street and Warner Avenue 0.77 C 0.79 C
37 Bristol Street and Segerstrom Avenue 0.79 C 0.91 E 38 Bristol Street and Alton Avenue 0.56 A 0.69 B
39 Bristol Street and MacArthur Boulevard 0.74 C 0.81 D K-53
Attachment 8
1090
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 48 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
40 Bristol Street and Sunflower Avenue 0.64 B 0.69 B
41 Bristol Street and I‐405 NB Ramps 19.1 B 28.2 C
42 Bristol Street and I‐405 SB Ramps 22.3 C 18.4 B
43 Flower Street and Santa Ana Boulevard 0.60 A 0.57 A 44 Flower Street and 1st Street 0.80 C 0.75 C
45 Flower Street and McFadden Avenue 0.82 D 0.92 E
46 Flower Street and Segerstrom Avenue 0.77 C 0.90 D
47 Flower Street and MacArthur Boulevard 0.70 B 0.91 E 48 Main Street and La Veta Avenue 0.57 A 0.63 B
49 Main Street and Mainplace Drive / Memory Lane 0.49 A 0.47 A 50 Main Street and 17th Street 0.82 D 0.73 C
51 Main Street and Civic Center Drive 0.76 C 0.80 C
52 Main Street and Santa Ana Boulevard 0.67 B 0.61 B
53 Main Street and 4th Street 0.49 A 0.54 A
54 Main Street and 1st Street 0.76 C 0.80 C
55 Main Street and McFadden Avenue 0.90 D 0.85 D
56 Main Street and Edinger Avenue 0.83 D 0.85 D
57 Main Street and MacArthur Boulevard 0.74 C 0.78 C
58 Penn Way and 17th Street 11.2 B 20.7 C
59 Santiago Street / I‐5 NB Ramps and 17th Street 31.2 C 19.5 B 60 Penn Way and I‐5 SB Ramps 19.0 B 22.0 C
61 Santiago Street and Civic Center Drive 16.9 C 17.1 C 62 Santiago Street and Santa Ana Boulevard 0.55 A 0.57 A 63* Standard Avenue and 4th Street ‐ ‐ ‐ ‐
64 Standard Avenue and 1st Street 0.80 C 0.84 D
65 Standard Avenue and McFadden Avenue 0.61 B 0.68 B
66 Halladay Street and Warner Avenue 0.66 B 0.68 B
67 Halladay Street and Dyer Road 0.57 A 0.78 C
68 SR‐55 SB Ramps and MacArthur Boulevard 19.8 B 17.3 B 69 SR‐55 NB Ramps and MacArthur Boulevard 19.2 B 14.8 B 70 SR‐55 SB Ramps and Dyer Road 23.7 C 25.7 C
71 Glassell Street and La Veta Avenue 0.60 A 0.62 B
72 Glassell Street and SR‐22 WB Ramps 28.5 C 24.8 C
73 Glassell Street / Grand Avenue and SR‐22 EB Ramps 27.0 C 26.5 C 74 Grand Avenue and Fairhaven Avenue 0.68 B 0.68 B
75 Grand Avenue and Santa Clara Avenue 0.89 D 0.75 C
76 Grand Avenue and 17th Street 0.80 C 0.83 D
77 Grand Avenue and I‐5 NB Ramps 12.9 B 10.0 A
78 Grand Avenue and Santa Ana Boulevard 23.8 C 21.1 C 79 Grand Avenue and 1st Street 0.80 C 0.79 C
K-54
Attachment 8
1091
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 49 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
80 Grand Avenue and Chestnut Avenue 0.71 C 0.62 B
81 Grand Avenue and McFadden Avenue 0.83 D 0.76 C
82 Grand Avenue and Edinger Avenue 0.76 C 0.91 E
83 Grand Avenue and Warner Avenue 0.53 A 0.70 B
84 SR‐55 NB Ramps and Dyer Road 16.3 B 5.7 A
85 Cambridge Street and La Veta Avenue 17.3 C 12.5 B
86 Cambridge Street and Fairhaven Avenue 0.56 A 0.58 A 87 Mabury Street and 1st Street 28.3 C 26.1 C
88 Tustin Street and La Veta Avenue 0.52 A 0.44 A
89 Tustin Street and SR‐22 WB On‐Ramp 12.9 B 12.1 B
90 Tustin Street and SR‐22 EB Off‐Ramp / Seba Avenue 24.2 C 23.7 C 91 Tustin Street and Fairhaven Avenue 0.98 E 0.61 B
92 Tustin Avenue and Santa Clara Avenue 0.87 D 0.65 B 93 Tustin Avenue and 17th Street 0.75 C 0.72 C
94 Tustin Avenue and 4th Street 0.70 B 0.69 B
95 SR‐55 SB Ramps / Auto Mall Drive and Edinger Avenue 24.4 C 25.1 C 96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue 24.0 C 27.4 C 97 Red Hill Avenue and Edinger Avenue 0.57 A 0.67 B
98 Red Hill Avenue and Warner Avenue 0.49 A 0.59 A
99 Red Hill Avenue and Barranca Parkway 0.58 A 0.56 A 100 Red Hill Avenue and Alton Parkway 0.52 A 0.67 B
101 Red Hill Avenue and MacArthur Boulevard 0.66 B 0.66 B 102 Red Hill Avenue and Main Street 0.67 B 0.77 C
103 I‐5 SB Ramps and Santa Ana Boulevard 17.4 B 18.9 B 104 Tustin Ranch Road and Warner Avenue 0.48 A 0.61 B 105 Von Karman Avenue and Barranca Parkway 0.76 C 0.87 D Notes: (1) LOS – Level of Service; (2) V/C – Volume to Capacity *Intersection does not currently exist; assessed in future scenarios only.

K-55
Attachment 8
1092
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 50 -

5.0 Future Year 2045 Forecast Modeling

5.1 ORANGE COUNTY TRANSPORTATION AUTHORITY MODEL (OCTAM) The Orange County Transportation Authority (OCTA) is responsible for regional transportation planning in Orange County. OCTA’s role as the regional planning agency is to plan for and evaluate multi-modal transportation alternatives to support regional planning activities. The Orange County Transportation Authority Model (OCTAM) is OCTA’s regional model that is based on the traditional four-step sequential modeling methodology with “feedback loops” procedures to insure internal modeling consistency. The model incorporates multi-modal analytical capabilities to analyze the following modes of travel: local and express bus transit, urban rail, commuter rail, toll roads, carpools, truck traffic, as well as nonmotorized transportation which includes pedestrian and bicycle trips. The model responds to changes in land use types, household characteristics, transportation infrastructure, and travel costs such as transit fares, parking costs, tolls, and auto operating costs.

5.2 PEAK HOUR FORECASTS
The future year 2040 volumes were derived based on existing peak hour count data and forecast link volumes obtained from the Orange County Transportation Analysis Model (OCTAM 5.0). OCTAM 5.0 (TransCad) is the accepted sub-regional model for forecasting travel demand for Orange County.

Growth factors for each intersection approach and departure were interpolated from OCTAM 5.0 link plots for the baseline 2016 and 2045 scenarios. These growth factors were then applied to existing counts to forecast future turning movement volumes at each of the study intersections.

5.2.1 Turning Movement Development
It should be noted that Intersection #63 (Standard Avenue and 4th Street) does not currently exist, but is assumed to be constructed in the future year (2045) scenarios. Turning movement volumes for this intersection were developed through use of a post-processor. Because this intersection may affect local travel patterns, turning movement volumes for two adjacent intersections were also developed using this method. These intersections are #62 (Santiago Street and Santa Ana Boulevard) and #64 (Standard Avenue and 1st Street).

The process of converting link level traffic volumes to turning movement volumes is called "post processing." The fundamental theory behind the post-processor is the belief that with proper calibration, travel demand models provide good forecasts at the link level. Turning level forecasts are obtainable from the model, but the reliability of the forecast breaks down at this level of detail, and the abstraction of reality into numerical methods becomes apparent. The frictionless nature of left and right turns in the travel demand model allow them to occur as easily as through movements, which does not represent a realistic situation.

IBI Group has developed a spreadsheet-based postprocessor that uses existing turning movement volumes or split percentages along with forecast link-level data to determine future turn movement volumes at selected intersections. For intersections where existing data is not available (#63), assumed split percentages of 50% for the through movements, 25% for the right turn movements, and 25% for the left turn movements are used.

The postprocessor generates another solution to the possible combination of turning movements at a given intersection. There are numerous approaches to post processing. The IBI Group postprocessor utilizes a procedure documented in Chapter 8 of the National Cooperative Highway Research Program Report 255. It uses an iterative process to balance the intersection throughput volumes, which provides the best combination of reasonable turning movement volumes and traceability of results. Most importantly, the model link volumes (especially the approach intersection volumes) are maintained K-56
Attachment 8
1093
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 51 -
when using this methodology. The "post processing" method can be summarized into the following steps:

1. If existing peak hour turning movement volumes are not available, calculate a base set of turning volumes from the known/assumed splits and the peak hour approach link volumes.

2. Calculate the inbound and outbound volumes for each leg of the intersection from the initial set of turning volumes.

3. Multiply the inbound volumes by the ratio of the forecast inbound volume to the calculated inbound volume for each leg. The calculated inbound volumes should now match the forecast inbound volumes.

4. Multiply the new volumes by the ratio of the forecast outbound volume to the calculated outbound volume for each leg. The calculated outbound volumes should now match the forecast outbound volumes for each leg, but the calculated inbound volumes may no longer be equal to the forecast inbound volumes.

5. Compare the calculated approach and departure volumes with the forecast approach and departure volumes.

6. If the deviation is within the tolerance level, the solution is obtained.

7. If the deviation is not within the tolerance level, repeat steps 3 and 4.

8. Repeat this process until the tolerance is met.

5.2.2 Roadway Segment Forecasts
Forecast roadway segment volumes were also derived based on existing average daily traffic (ADT) volumes and forecast ADT link volumes obtained from OCTAM 5.0. Growth factors for each study roadway segment were interpolated from OCTAM 5.0 link plots for the 2016 and 2045 baseline scenarios. The growth factors were then applied to existing ADT counts to forecast future roadway segment ADT.

5.2.3 Santa Ana Fixed Guideway (OC Streetcar)
As described in Section 2.0 of this report, the OC Streetcar is a proposed streetcar service that would travel primarily along Santa Ana Boulevard and the Pacific Electric Right-of-Way (PEROW) between the Santa Ana Regional Transportation Center (SARTC) and Garden Grove (4 miles long). The streetcar is proposed to travel along an exclusive guideway or path on rails that are embedded in the pavement. The streetcar would adhere to the same signal operations as on-street automobiles for most locations where Transit Signal Priority is not implemented. Santa Ana Boulevard is reclassified between Raitt Street and Shelton Street from a four lane undivided roadway to a two lane roadway (divided with a center left turn lane or raised median with left turn pockets. The project also proposes to reconfigure portions of Santa Ana Boulevard between Raitt Street and SARTC to accommodate a bike lane on the north side of the street throughout the alignment as well as 14-inch high platforms.

The Fixed Guideway service is proposed to run every 10 to 15 minutes from approximately 6:00 AM to 11:00 PM. Within OCTAM, the Fixed Guideway is modeled as ‘bus transit,’ which would translate to six extra trips assigned during the peak hour in the direction of operations.

In 2016, the OCTA Board conditionally approved the following additional MPAH amendments:
 Fourth Street from French Street to Grand Avenue – Secondary to Divided Collector  Santa Ana Boulevard from Flower Street to Ross – Major to Primary  Santa Ana Boulevard from French Street to Santiago Street – Primary to Divided Collector  Santa Ana Boulevard from Raitt Street to Flower Streer – Major to Divided Collector K-57
Attachment 8
1094
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 52 -

6.0 Future Year (2045) No Project
This scenario is used as the point of comparison for the network alternatives and consists of the key elements presented in Section 2.6.

This scenario will serve as a base for comparison and establish impacts of the proposed With Project network. The Future Year 2045 No Project intersection geometries are the same as existing. The future year 2045 No Project volumes for the AM peak hour are shown in Table 6-1 and the PM peak hour volumes are shown in Table 6-2.

Table 6-1 Future Year (2045) No Project Volumes – AM Peak Hour ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 103 870 149 200 1785 101 252 937 177 190 606 194 2 Euclid Street and
McFadden Avenue 162 1227 146 148 2062 171 255 521 323 151 335 127 3 Euclid Street and
Edinger Avenue 127 801 68 168 2442 224 160 700 428 125 761 139 4 Newhope Street and
Hazard Avenue 78 590 84 88 1302 119 108 276 204 119 397 159 5 Newhope Street and
McFadden Avenue 77 342 120 122 1213 113 135 492 160 190 484 108 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 84 1534 0 0 1465 19 81 0 133 836 44 117 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 713 893 0 0 852 159
8 Harbor Boulevard and
Westminster Avenue 178 1173 251 258 2021 115 192 1010 36 415 1124 306 9 Harbor Boulevard and
1st Street 95 756 163 236 1989 129 138 919 178 196 497 116 10 Harbor Boulevard and
McFadden Avenue 104 1059 101 190 2004 67 177 462 138 138 311 89 11 Harbor Boulevard and
Edinger Avenue 103 772 146 204 2349 68 123 743 373 191 424 176 12 Harbor Boulevard and
Warner Avenue 109 665 169 429 1933 116 101 1440 379 138 723 122 13 Harbor Boulevard and
Segerstrom Avenue 107 759 48 169 2274 85 82 689 278 140 434 98 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
86 4 24 8 2 19 7 1934 767 68 517 21
15 Harbor Boulevard and
MacArthur Boulevard 131 920 94 295 1701 118 131 1183 357 128 427 127 16 Harbor Boulevard and
Sunflower Avenue 221 1128 209 233 2204 54 13 153 59 139 178 101 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1915 0 0 1978 0 0 0 0 399 0 702
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1963 0 0 1253 0 475 0 529 0 0 0
19 Fairview Street and
Civic Center Drive 7 1569 508 332 1915 8 7 25 25 100 3 52 20 Fairview Street and
1st Street 200 1538 289 245 1426 164 200 1153 179 120 539 181 K-58
Attachment 8
1095
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 53 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
21 Fairview Street and
McFadden Avenue 141 1510 202 154 1878 136 221 522 120 147 380 30 22 Fairview Street and
Edinger Avenue 200 883 123 223 1558 132 361 1002 268 421 553 110 23 Fairview Street and
Warner Avenue 222 981 129 194 1543 113 68 991 295 267 807 261 24 Fairview Street and
MacArthur Boulevard 261 811 94 290 1460 163 121 984 145 235 494 140 25 Fairview Road and
Sunflower Avenue 185 1071 163 191 1627 104 49 322 65 357 299 154 26 Greenville Street and
Edinger Avenue 186 0 251 0 0 0 0 1821 444 153 813 0
27 Greenville Street and
Segerstrom Avenue 47 193 78 154 472 160 46 1035 165 190 768 88 28 Raitt Street and
McFadden Avenue 67 618 98 123 938 128 122 743 95 146 461 82 29 Raitt Street and
Edinger Avenue 197 524 189 163 770 91 324 1980 285 122 954 56 30 Bear Street and
MacArthur Boulevard 71 245 104 199 756 300 92 1581 108 62 1041 88 31 Bristol Street and
17th Street 251 1292 218 487 2001 263 324 963 156 368 845 280 32 Bristol Street and
Civic Center Drive 133 1178 104 403 1628 101 165 836 103 127 421 87 33 Bristol Street and
Santa Ana Boulevard 69 1502 209 153 1684 46 171 831 72 185 462 79 34 Bristol Street and 1st Street 205 1430 181 315 1298 183 200 1231 124 90 678 99 35 Bristol Street and
McFadden Avenue 125 1117 56 204 1986 205 309 531 261 262 729 84 36 Bristol Street and
Warner Avenue 221 993 183 600 2033 230 165 919 229 231 1058 180 37 Bristol Street and
Segerstrom Avenue 70 778 146 283 1011 119 280 1354 125 134 607 78 38 Bristol Street and
Alton Avenue 11 739 55 230 1591 36 164 101 211 41 87 31 39 Bristol Street and
MacArthur Boulevard 102 531 133 329 1434 150 166 1203 244 159 758 110 40 Bristol Street and
Sunflower Avenue 111 546 161 242 1370 103 112 926 375 295 480 166 41 Bristol Street and
I‐405 NB Ramps 0 1638 210 0 1918 8 0 0 36 145 87 796
42 Bristol Street and
I‐405 SB Ramps 125 1225 0 0 1030 886 696 0 636 0 0 0
43 Flower Street and
Santa Ana Boulevard 100 936 136 214 723 97 211 1315 150 143 458 191 44 Flower Street and 1st Street 139 602 159 334 1058 111 148 1355 54 209 861 123 45 Flower Street and
McFadden Avenue 70 511 44 118 655 95 112 1278 97 113 764 103 46 Flower Street and
Segerstrom Avenue 86 451 100 98 544 120 223 1531 427 104 764 84 47 Flower Street and
MacArthur Boulevard 26 170 88 167 361 270 151 1716 73 62 1049 67 48 Main Street and 105 724 375 198 1034 173 361 510 222 316 276 230 K-59
Attachment 8
1096
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 54 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
La Veta Avenue
49 Main Street and Mainplace
Drive / Memory Lane 34 920 301 36 1386 290 185 291 20 132 151 10 50 Main Street and 17th Street 133 788 169 237 1322 85 127 1336 67 356 1425 21 51 Main Street and
Civic Center Drive 142 925 81 55 970 148 120 727 132 43 566 34 52 Main Street and
Santa Ana Boulevard 66 1050 0 0 1135 100 0 0 0 90 1250 96 53 Main Street and 4th Street 0 939 22 0 961 24 0 70 11 0 140 34 54 Main Street and 1st Street 103 532 54 77 772 57 106 1241 131 86 1072 60 55 Main Street and
McFadden Avenue 93 874 44 162 1259 25 86 815 89 164 438 126 56 Main Street and
Edinger Avenue 99 561 61 211 975 51 96 1248 168 108 630 77 57 Main Street and
MacArthur Boulevard 51 295 250 539 709 160 230 1336 242 138 411 206 58 Penn Way and 17th Street 52 0 260 0 0 0 0 1341 684 214 1722 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 720 33 21 54 0 279 89 932 337 0 1245 20 60 Penn Way and I‐5 SB Ramps 0 260 230 951 196 0 0 0 0 196 0 110 61 Santiago Street and
Civic Center Drive 487 338 47 10 590 144 182 69 369 108 99 20 62 Santiago Street and
Santa Ana Boulevard 188 611 303 409 972 253 118 732 99 297 699 258 63 Standard Avenue and
4th Street 191 473 248 431 604 332 298 624 219 250 550 340 64 Standard Avenue and
1st Street 45 631 312 123 901 41 161 1,959 121 194 1,282 120 65 Standard Avenue and
McFadden Avenue 94 360 162 226 547 38 34 1178 142 150 397 89 66 Halladay Street and
Warner Avenue 95 0 220 0 0 0 0 1833 207 260 986 0
67 Halladay Street and
Dyer Road 15 24 65 450 91 96 46 1537 11 104 566 91
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 998 0 903 0 1349 961 0 1187 135 69 SR‐55 NB Ramps and
MacArthur Boulevard 946 0 1017 0 0 0 0 1468 726 0 517 244 70 SR‐55 SB Ramps and
Dyer Road 286 34 654 50 242 60 37 1422 303 348 552 92
71 Glassell Street and
La Veta Avenue 263 412 125 14 295 65 57 293 563 367 387 9 72 Glassell Street and
SR‐22 WB Ramps 511 574 0 0 1017 473 0 0 0 323 6 483
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 918 245 373 977 0 270 0 1058 0 0 0 74 Grand Avenue and
Fairhaven Avenue 21 840 121 207 1,718 38 99 60 59 213 24 192 75 Grand Avenue and
Santa Clara Avenue 75 528 136 345 1,687 380 143 233 48 200 385 352 76 Grand Avenue and
17th Street 186 543 373 340 1,426 280 198 739 94 342 894 98 K-60
Attachment 8
1097
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 55 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
77 Grand Avenue and
I‐5 NB Ramps 0 1056 610 90 2893 0 0 0 0 507 0 140
78 Grand Avenue and
Santa Ana Boulevard 49 694 35 202 1670 1473 268 221 436 6 475 43 79 Grand Avenue and 1st Street 208 732 34 99 1432 174 436 1041 295 216 759 87 80 Grand Avenue and
Chestnut Avenue 53 737 163 161 1937 53 34 239 63 130 384 239 81 Grand Avenue and
McFadden Avenue 181 764 114 249 1672 163 205 663 201 123 440 111 82 Grand Avenue and
Edinger Avenue 47 472 92 243 1244 243 347 1447 139 189 724 158 83 Grand Avenue and
Warner Avenue 142 429 184 183 528 178 333 1188 467 92 406 137 84 SR‐55 NB Ramps and
Dyer Road 610 0 499 0 0 0 0 1618 647 0 599 361
85 Cambridge Street and
La Veta Avenue 185 235 0 0 480 245 273 0 436 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 567 0 183 80 216 0 0 195 152
87 Mabury Street and
1st Street 6 0 157 248 147 554 0 1230 13 38 579 0
88 Tustin Street and
La Veta Avenue 7 301 87 67 1307 4 9 11 35 307 1 47
89 Tustin Street and
SR‐22 WB On‐Ramp 614 571 0 0 1171 699 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 953 5 17 1049 0 275 27 1182 6 0 43 91 Tustin Street and
Fairhaven Avenue 101 586 103 280 2,411 48 84 317 546 416 460 601 92 Tustin Avenue and
Santa Clara Avenue 83 453 84 151 3,094 98 335 847 618 160 332 166 93 Tustin Avenue and
17th Street 127 226 269 716 2,067 23 621 2,450 418 664 1,047 256 94 Tustin Avenue and
4th Street 80 408 365 601 765 237 126 748 31 125 704 457 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 456 68 540 50 30 8 36 1426 527 510 1202 157 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
392 104 66 21 512 750 269 163 155 8 223 4
97 Red Hill Avenue and
Edinger Avenue 101 374 106 195 828 388 397 1276 271 255 1234 173 98 Red Hill Avenue and
Warner Avenue 68 414 56 20 935 188 273 464 342 120 427 76 99 Red Hill Avenue and
Barranca Parkway 152 379 125 163 719 94 124 748 296 511 571 111 100 Red Hill Avenue and
Alton Parkway 225 663 415 212 962 154 158 490 490 342 290 163 101 Red Hill Avenue and
MacArthur Boulevard 83 742 13 186 481 441 1153 596 98 32 308 789 102 Red Hill Avenue and
Main Street 201 691 449 56 261 90 139 1309 254 154 309 73 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 382 0 38 332 569 0 0 1267 370 K-61
Attachment 8
1098
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 56 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
104 Tustin Ranch Road and
Warner Avenue 0 0 0 141 0 18 27 357 0 0 2130 490
105 Von Karman Avenue and
Barranca Parkway 401 533 319 104 1021 446 219 823 275 902 1482 46 K-62
Attachment 8
1099
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 57 -
Table 6-2 Future Year (2045) No Project Volumes – PM Peak Hour ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 169 1569 126 152 866 164 212 678 106 209 877 209 2 Euclid Street and
McFadden Avenue 242 1973 127 96 1179 143 207 475 210 114 479 221 3 Euclid Street and
Edinger Avenue 539 1610 115 136 897 228 141 544 163 128 1181 191 4 Newhope Street and
Hazard Avenue 105 1159 45 46 982 117 75 148 91 88 556 160 5 Newhope Street and
McFadden Avenue 188 1009 177 140 625 121 61 372 54 104 574 164 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 109 2457 0 0 1801 58 102 0 86 576 78 165 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 927 695 0 0 786 74
8 Harbor Boulevard and
Westminster Avenue 237 1178 279 254 1752 202 215 768 37 357 1238 281 9 Harbor Boulevard and
1st Street 290 1497 166 245 1073 145 179 730 138 199 929 151 10 Harbor Boulevard and
McFadden Avenue 169 1737 127 256 1094 99 241 585 73 198 474 137 11 Harbor Boulevard and
Edinger Avenue 254 1597 193 290 843 77 109 460 81 196 1138 379 12 Harbor Boulevard and
Warner Avenue 762 3656 275 262 1457 174 217 1539 352 249 2589 827 13 Harbor Boulevard and
Segerstrom Avenue 273 1717 55 87 986 87 118 585 192 117 1269 461 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
1201 7 70 12 4 14 36 891 160 25 2350 12
15 Harbor Boulevard and
MacArthur Boulevard 558 1441 83 204 1028 169 140 489 181 81 1373 258 16 Harbor Boulevard and
Sunflower Avenue 154 1532 228 114 1417 43 81 220 229 301 632 236 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1529 0 0 2570 0 0 0 0 496 0 801
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1881 0 0 2281 0 177 0 815 0 0 0
19 Fairview Street and
Civic Center Drive 6 1690 475 192 1784 0 2 6 4 424 0 157 20 Fairview Street and
1st Street 169 1241 112 236 1468 291 193 781 136 140 1060 164 21 Fairview Street and
McFadden Avenue 164 1507 131 191 1553 242 158 427 106 158 545 134 22 Fairview Street and
Edinger Avenue 184 1759 108 204 635 156 205 628 168 650 1375 302 23 Fairview Street and
Warner Avenue 213 1695 158 182 921 93 168 815 126 168 989 214 24 Fairview Street and
MacArthur Boulevard 225 1550 84 171 955 88 240 627 211 167 1272 223 25 Fairview Road and
Sunflower Avenue 192 1725 375 140 1162 81 262 555 123 227 569 148 K-63
Attachment 8
1100
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 58 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
26 Greenville Street and
Edinger Avenue 293 0 195 0 0 0 0 1061 216 153 1811 0
27 Greenville Street and
Segerstrom Avenue 50 414 31 52 171 52 127 967 55 37 1414 202 28 Raitt Street and
McFadden Avenue 61 872 136 51 533 86 108 640 56 98 827 114 29 Raitt Street and
Edinger Avenue 171 736 206 114 396 99 125 862 123 192 2171 194 30 Bear Street and
MacArthur Boulevard 273 1314 343 115 278 84 80 753 78 67 1211 193 31 Bristol Street and
17th Street 375 1823 303 337 1794 305 238 530 96 311 1170 396 32 Bristol Street and
Civic Center Drive 222 1550 81 159 1458 149 195 549 65 184 789 89 33 Bristol Street and
Santa Ana Boulevard 84 1702 97 117 1558 59 155 428 100 392 624 168 34 Bristol Street and 1st Street 392 1693 250 223 1209 273 160 900 115 196 1204 114 35 Bristol Street and
McFadden Avenue 224 1649 90 111 1554 358 245 478 95 209 1088 127 36 Bristol Street and
Warner Avenue 316 1182 216 338 1128 219 176 791 140 251 1481 434 37 Bristol Street and
Segerstrom Avenue 182 1347 237 101 927 194 224 803 64 145 1313 66 38 Bristol Street and
Alton Avenue 43 1681 158 116 870 54 25 35 65 91 150 29
39 Bristol Street and
MacArthur Boulevard 321 1369 249 233 858 135 335 746 158 236 1370 259 40 Bristol Street and
Sunflower Avenue 651 1376 222 215 804 230 301 588 228 247 952 303 41 Bristol Street and
I‐405 NB Ramps 0 2094 183 0 2375 22 0 0 204 350 300 1162 42 Bristol Street and
I‐405 SB Ramps 128 1570 0 0 1611 942 740 0 331 0 0 0
43 Flower Street and
Santa Ana Boulevard 198 1206 99 87 442 40 357 1029 168 186 649 192 44 Flower Street and 1st Street 224 1063 253 200 549 159 102 895 74 210 1415 147 45 Flower Street and
McFadden Avenue 91 1234 76 46 352 57 124 928 37 93 1159 166 46 Flower Street and
Segerstrom Avenue 122 859 82 84 469 135 203 1011 107 92 1545 99 47 Flower Street and
MacArthur Boulevard 130 621 72 93 224 215 199 947 60 62 1989 177 48 Main Street and
La Veta Avenue 347 1059 496 164 1031 266 327 466 209 282 563 226 49 Main Street and Mainplace
Drive / Memory Lane 113 1186 225 52 1083 143 391 433 116 278 227 110 50 Main Street and 17th Street 197 1019 222 222 969 150 224 1256 74 199 1220 81 51 Main Street and
Civic Center Drive 92 1169 98 52 853 54 239 1322 158 38 384 39 52 Main Street and
Santa Ana Boulevard 51 1152 0 0 1083 53 0 0 0 92 924 120 53 Main Street and 4th Street 0 950 45 0 864 39 0 70 39 0 229 58 K-64
Attachment 8
1101
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 59 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
54 Main Street and 1st Street 152 745 65 146 559 119 116 1172 87 111 1244 87 55 Main Street and
McFadden Avenue 132 1037 64 123 834 61 182 805 98 133 752 338 56 Main Street and
Edinger Avenue 101 1069 49 129 646 88 118 698 78 102 1364 141 57 Main Street and
MacArthur Boulevard 446 1067 293 265 345 260 313 643 62 193 1529 444 58 Penn Way and 17th Street 1113 0 543 0 0 0 0 1672 539 123 1440 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 330 44 17 50 0 130 114 1047 688 0 1564 42 60 Penn Way and I‐5 SB Ramps 0 631 414 592 137 0 0 0 0 214 0 183 61 Santiago Street and
Civic Center Drive 194 598 60 32 456 117 266 76 269 14 19 18 62 Santiago Street and
Santa Ana Boulevard 135 833 236 378 639 103 164 673 87 255 546 347 63 Standard Avenue and
4th Street 251 543 214 254 428 297 302 477 201 233 648 351 64 Standard Avenue and
1st Street 109 724 259 142 679 47 168 1,279 65 264 1,888 116 65 Standard Avenue and
McFadden Avenue 194 765 94 237 520 90 95 632 108 123 749 217 66 Halladay Street and
Warner Avenue 338 0 704 0 0 0 2 868 87 272 2159 0
67 Halladay Street and
Dyer Road 61 266 307 296 39 83 147 1271 9 51 1655 132
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 299 0 724 0 1187 1058 0 1474 579 69 SR‐55 NB Ramps and
MacArthur Boulevard 620 0 412 0 0 0 0 711 731 0 1467 1056 70 SR‐55 SB Ramps and
Dyer Road 386 12 291 103 226 110 59 1379 187 566 1008 65 71 Glassell Street and
La Veta Avenue 573 595 194 14 471 35 106 346 594 211 382 15 72 Glassell Street and
SR‐22 WB Ramps 660 1079 0 0 1007 293 0 0 0 251 9 446
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 1450 370 461 824 0 229 4 503 0 0 0 74 Grand Avenue and
Fairhaven Avenue 54 1,420 284 242 974 89 79 45 33 221 42 157 75 Grand Avenue and
Santa Clara Avenue 103 1,386 288 240 946 240 114 139 26 157 282 300 76 Grand Avenue and
17th Street 288 1,026 259 294 634 140 321 823 138 279 1,031 187 77 Grand Avenue and
I‐5 NB Ramps 0 1855 1432 62 1501 0 0 0 0 151 0 182
78 Grand Avenue and
Santa Ana Boulevard 185 2091 34 38 839 595 377 230 363 34 228 165 79 Grand Avenue and 1st Street 188 1435 43 113 667 266 326 1080 107 154 958 176 80 Grand Avenue and
Chestnut Avenue 152 1142 198 161 716 121 70 214 47 139 433 252 81 Grand Avenue and
McFadden Avenue 222 1264 218 153 696 187 122 454 79 96 762 168 K-65
Attachment 8
1102
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 60 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
82 Grand Avenue and
Edinger Avenue 244 1411 122 203 501 281 182 787 63 93 1673 217 83 Grand Avenue and
Warner Avenue 183 660 146 140 452 208 306 587 127 241 1539 504 84 SR‐55 NB Ramps and
Dyer Road 181 0 49 0 0 0 0 1183 602 0 1488 929
85 Cambridge Street and
La Veta Avenue 235 327 0 0 206 191 375 0 247 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 219 0 76 132 230 0 0 237 295
87 Mabury Street and
1st Street 23 0 233 195 83 367 0 1334 21 40 549 0
88 Tustin Street and
La Veta Avenue 38 863 205 79 701 13 13 5 20 146 4 90
89 Tustin Street and
SR‐22 WB On‐Ramp 466 1340 0 0 573 294 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 1416 4 40 550 0 440 39 558 28 0 67 91 Tustin Street and
Fairhaven Avenue 280 1,492 132 356 940 108 89 200 163 100 220 208 92 Tustin Avenue and
Santa Clara Avenue 191 923 142 199 1,574 109 72 227 133 133 166 157 93 Tustin Avenue and
17th Street 253 1,083 557 377 404 40 524 1,029 139 243 798 444 94 Tustin Avenue and
4th Street 28 299 97 459 339 124 208 743 38 118 798 491 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 401 32 423 110 50 37 47 1677 472 468 1220 146 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
879 262 51 17 209 803 156 54 32 23 348 16
97 Red Hill Avenue and
Edinger Avenue 204 1469 233 105 209 169 410 1051 128 90 1161 567 98 Red Hill Avenue and
Warner Avenue 374 1281 147 79 304 385 246 668 104 76 1598 210 99 Red Hill Avenue and
Barranca Parkway 338 1270 327 241 408 192 172 637 84 110 839 245 100 Red Hill Avenue and
Alton Parkway 26 1458 211 122 519 4 434 1065 545 1299 222 801 101 Red Hill Avenue and
MacArthur Boulevard 175 1133 14 315 654 1148 499 230 35 39 810 568 102 Red Hill Avenue and
Main Street 436 941 254 88 640 348 200 714 193 277 1575 88 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 304 0 67 765 865 0 0 621 170
104 Tustin Ranch Road and
Warner Avenue 0 0 0 553 0 38 65 2154 0 0 856 369
105 Von Karman Avenue and
Barranca Parkway 346 1992 434 80 407 280 765 1397 195 232 734 250 K-66
Attachment 8
1103
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 61 -

6.1 FUTURE YEAR (2045) NO PROJECT VEHICLE MILES TRAVELED (VMT) Table 7-6 presents the VMT analysis results for the Future Year (2045) No Project scenario. VMT calculations are based on the scenario parameters and methodology as described in Sections 2.6 and

3.1, respectively.

Table 6-3 Future Year (2045) VMT Summary
I – I
VMT
I – X
VMT
X – I
VMT
Total
VMT
Service
Population VMT/SP
City 692,704 5,737,798 5,733,292 12,163,794 534,238 22.8 County 52,994,916 29,554,879 29,660,308 112,210,103 4,221,830 26.6 SP = Service Population = Total Employees + Total Population. Reduction factor applied to Total Employees as noted in Section

3.1 and shown in Appendix F. I-I = Internal-Internal; I-X = Internal-External; X-I = External-Internal.

6.2 ROADWAY SEGMENT LEVEL OF SERVICE
A summary of the forecast roadway segment volumes and corresponding level of service results for the future year 2045 No Project condition is shown in Table 6-4. The following roadway segments are forecast to operate at a deficient LOS:
 Segment 8 – Harbor Boulevard from Segerstrom Avenue to MacArthur Boulevard  Segment 23 – Main Street from 1st Street to Bishop Street  Segment 39 – Bristol Street from Edinger Avenue to Warner Avenue  Segment 43 – Flower Street from Warner Avenue to Segerstrom Avenue  Segment 45 – Main Street from McFadden Avenue to Edinger Avenue  Segment 52 – Edinger Avenue from Richie Street to Newport Avenue  Segment 57 – Dyer Road from Grand Avenue to Pullman Street  Segment 58 – McFadden Avenue from Bristol Street to Flower Street  Segment 62 – Fourth Street from French Street to Standard Avenue  Segment 63 – Broadway from 17th Street to Civic Center Drive  Segment 72 – McFadden Avenue from Main Street to Standard Avenue  Segment 73 – Penn Way/Santiago Street from I-5 SB Ramps to Santa Ana Boulevard  Segment 74 – Raitt Street from Santa Ana Boulevard to 1st Street  Segment 84 – Dyer Road from Pullman Street to Red Hill Avenue K-67
Attachment 8
1104
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 62 -
Table 6-4 Future Year (2045) No Project Roadway Segment LOS ID Street Segment Lanes ADT LOS
1 1st Street Euclid Street to Ward Street 6D 21,700 A 2 Euclid Street 1st Street to McFadden Avenue 6D 35,900 B 3 Westminster Avenue Harbor Boulevard to Fairview Street 6D 25,400 A 4 Harbor Boulevard Westminster Avenue/17th Street to Hazard Avenue 6D 41,100 C 5 1st Street Harbor Boulevard to Jackson 6D 23,700 A 6 Edinger Avenue Harbor Boulevard to Fairview Street 6D 23,300 A 7 Warner Avenue Harbor Boulevard to Fairview Street 6D 28,500 A 8 Harbor Boulevard Segerstrom Avenue to MacArthur Boulevard 6D 59,600 F 9 Fairview Street 1st Street to Willits Street 6D 38,800 B 10 1st Street Sullivan Street to Raitt Street 6D 24,400 A 11 Bristol Street 17th Street to Santa Clara Avenue 6D 43,200 C 12 17th Street College Avenue to Bristol Street 6D 30,800 A 13 Bristol Street 17th Street to Washington Avenue 6D 47,300 D 14 Fairview Street Trask Avenue to 17th Street 6D 47,400 D 15 Bristol Street 1st Street to Bishop Street 6D 45,500 D 16 Civic Center Drive Bristol Street to Flower Street 4U 18,400 C 17 Flower Street 1st Street to Bishop Street 4U 9,400 A 18 Main Street 17th Street to 20th Street 6D 40,800 C 19 Main Street Washington Street to Civic Center Drive 4U 16,600 B 20 Civic Center Drive Flower Street to Ross Street 4U 10,200 A 21 Santa Ana Boulevard Flower Street to Ross Street 6D 22,200 A 22 1st Street Main Street to Standard Avenue 6D 38,200 B 23 Main Street 1st Street to Bishop Street 4U 29,400 F 24 Grand Avenue Santa Clara Avenue to Fairhaven Street 6D 31,200 A 25 Grand Avenue Santa Ana Boulevard to 4th Street 6D 24,600 A 26 Santa Clara Avenue Grand Avenue to Tustin Avenue 4U 10,800 A 27 Tustin Avenue Santa Clara Avenue to Fairhaven Street 6D 23,400 A 28 17th Street Cabrillo Park Drive to Tustin Avenue 6D 32,700 A 29 Tustin Avenue Fruit Street to 4th Street 6D 22,100 A 30 1st Street Grand Avenue to Elk Lane 6D 29,300 A
31 1st Street Cabrillo Park Drive to Tustin Avenue 6D 15,600 A 32 Fairview Street Edinger Avenue to Harvard Street 6D 46,200 D 33 Fairview Street Warner Avenue to Segerstrom Avenue 6D 43,200 C 34 MacArthur Boulevard Harbor Boulevard to Fairview Street 6D 33,500 A 35 Edinger Avenue Fairview Street to Greenville Street 6D 20,400 A 36 McFadden Avenue Fairview Street to Raitt Street 4U 20,000 D 37 MacArthur Boulevard Fairview Street to Raitt Street 6D 29,700 A 38 Segerstrom Avenue Fairview Street to Raitt Street 6D 26,300 A 39 Bristol Street Edinger Avenue to Warner Avenue 6D 53,500 E 40 Bristol Street Warner Avenue to Segerstrom Avenue 6D 45,100 D K-68
Attachment 8
1105
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 63 -
ID Street Segment Lanes ADT LOS
41 Warner Avenue Raitt Street to Bristol Street 6D 22,600 A 42 Bristol Street MacArthur Boulevard to Sunflower Avenue 6D 49,100 D 43 Flower Street Warner Avenue to Segerstrom Avenue 4D 36,200 E 44 Edinger Avenue Flower Street to Main Street 6D 23,200 A 45 Main Street McFadden Avenue to Edinger Avenue 4U 25,100 F 46 Main Street Edinger Avenue to Warner Avenue 5D 34,400 C 47 Main Street Warner Avenue to Dyer Road 6D 36,700 B 48 Segerstrom Avenue Bristol Street to Flower Street 6D 24,400 A 49 MacArthur Boulevard Flower Street to Main Street 6D 35,400 B 50 Main Street MacArthur Boulevard to Sunflower Avenue 6D 26,300 A 51 Grand Avenue Edinger Avenue to Warner Avenue 6D 34,100 B 52 Edinger Avenue Richie Street to Newport Avenue 6D 52,800 E 53 Warner Avenue Grand Avenue to Red Hill Avenue 6D 31,800 A 54 Warner Avenue Main Street to Standard Avenue 6D 22,700 A 55 McFadden Avenue Newhope Street to Harbor Boulevard 4U 13,800 A 56 McFadden Avenue Standard Avenue to Grand Avenue 4U 16,100 B 57 Dyer Road Grand Avenue to Pullman Street 6D 73,900 F 58 McFadden Avenue Bristol Street to Flower Street 4U 23,300 E 59 Main Street La Veta Avenue to Memory Lane 8D 48,800 B 60 1st Street Bristol Street to Flower Street 6D 26,600 A 61 Fairhaven Avenue Grand Avenue to Tustin Avenue 4D 13,500 A 62 4th Street French Street to Standard Avenue 4U 22,800 E 63 Broadway 17th Street to Civic Center Drive 4U 29,600 F 64 Broadway Civic Center Drive to 1st Street 4U 12,200 A 65 Cambridge Street SR‐22 to Fairhaven Avenue 4U 9,200 A 66 Chestnut Avenue Standard Avenue to Lyon Street 4U 11,900 A 67 Civic Center Drive French Street to Santiago Street 4U 2,100 A 68 Civic Center Drive Fairview Road to Bristol Street 4U 20,300 D 69 Flower Street Edinger Avenue to Warner Avenue 4U 13,300 A 70 Halladay Avenue Warner Avenue to Dyer Road 4U 22,100 D 71 Hazard Avenue Euclid Street to Harbor Boulevard 4U 15,400 B 72 McFadden Avenue Main Street to Standard Avenue 4U 24,700 E 73 Penn Way/Santiago Street I‐5 SB Ramps to Santa Ana Boulevard 4U 26,300 F 74 Raitt Street Santa Ana Boulevard to 1st Street 4U 23,100 E 75 Raitt Street Warner Avenue to Segerstrom Avenue 4U 20,000 D 76 Santa Ana Boulevard French Street to Santiago Street 4D 16,500 A 77 Santa Ana Boulevard Raitt Street to Bristol Street 6D 27,000 A 78 Standard Avenue Chestnut Avenue to McFadden Avenue 4U 19,600 C 79 Standard Avenue Edinger Avenue to Warner Avenue 4U 18,200 C 80 Greenville Street Edinger Avenue to Warner Avenue 2U 6,600 A 81 Greenville Street Warner Avenue to Segerstrom Avenue 4D 8,400 A 82 Flower Street 17th Street to Northern Terminus 2D 5,900 A K-69
Attachment 8
1106
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 64 -
ID Street Segment Lanes ADT LOS
83 Logan Street Civic Center Drive to Santa Ana Boulevard 2U ‐ * ‐ 84 Dyer Road Pullman Street to Red Hill Avenue 6D 58,000 F 85 Fairhaven Avenue Tustin Street to Yorba Street 4U 17,214 B 86 Santa Clara Avenue Tustin Street to Yorba Street 4U 9,004 A 87 Harbor Boulevard McFadden Avenue to Edinger Avenue 6D 36,400 B 88 Harbor Boulevard Edinger Avenue to Warner Avenue 6D 44,900 C Notes:
* Not available.
(1) ADT – Average Daily Traffic Volumes
(2) LOS – Level of Service
(3) #D – total number of lanes in both directions divided by raised or striped median; #U – total number of undivided lanes in both directions.
(4) Roadway capacities shown in Table 3-1.

6.3 INTERSECTION LEVEL OF SERVICE
A summary of the AM and PM peak hour level of service analysis results for the Future Year (2045) No Project condition is provided in Table 6-5. Intersections are considered unacceptable if the level of service (LOS) is “E” or “F”. It should be noted that Caltrans and CMP intersection have a minimum LOS of C and E, respectively. The following intersections are forecast to have unacceptable level of service in the Future Year (2045) No Project condition:
 INT 2 – Euclid Street and McFadden Avenue (City of Santa Ana)  INT 3 – Euclid Street and Edinger Avenue (City of Fountain Valley)  INT 8 – Harbor Boulevard and Westminster Avenue (City of Garden Grove / City of Santa Ana)  INT 12 – Harbor Boulevard and Warner Avenue (City of Santa Ana – CMP)  INT 13 – Harbor Boulevard and Segerstrom Avenue (City of Santa Ana)  INT 14 – Hyland Avenue and MacArthur Boulevard (City of Costa Mesa)  INT 22 – Fairview Street and Edinger Avenue (City of Santa Ana)  INT 29 – Raitt Street and Edinger Avenue (City of Santa Ana)  INT 32 – Bristol Street and Civic Center Drive (City of Santa Ana)  INT 35 – Bristol Street and McFadden Avenue (City of Santa Ana)  INT 36 – Bristol Street and Warner Avenue (City of Santa Ana)  INT 44 – Flower Street and 1st Street (City of Santa Ana)  INT 45 – Flower Street and McFadden Avenue (City of Santa Ana)  INT 51 – Main Street and Civic Center Drive (City of Santa Ana)  INT 52 – Main Street and Santa Ana Boulevard (City of Santa Ana)  INT 55 – Main Street and McFadden Avenue (City of Santa Ana)  INT 61 – Santiago Street and Civic Center Drive (City of Santa Ana)  INT 62 – Santiago Street and Santa Ana Boulevard (City of Santa Ana) K-70
Attachment 8
1107
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 65 -
 INT 63 – Standard Avenue and 4th Street (City of Santa Ana)  INT 64 – Standard Avenue and 1st Street (City of Santa Ana)  INT 66 – Halladay Street and Warner Avenue (City of Santa Ana)  INT 67 – Halladay Street and Dyer Road (City of Santa Ana)  INT 82 – Grand Avenue and Edinger Avenue (City of Santa Ana)  INT 91 – Tustin Street and Fairhaven Avenue (City of Orange)  INT 92 – Tustin Avenue and Santa Clara Avenue (City of Santa Ana)  INT 93 – Tustin Avenue and 17th Street (City of Santa Ana)  INT 96 – SR-55 NB Ramps / Del Amo Avenue and Newport Avenue (Caltrans)  INT 100 – Red Hill Avenue and Alton Parkway (City of Irvine)  INT 105 – Von Karman Avenue and Barranca Parkway (City of Irvine) K-71
Attachment 8
1108
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 66 -
Table 6-5: Future Year (2045) No Project Intersection LOS Summary ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
1 Euclid Street and Bolsa Avenue 0.86 D 0.86 D
2 Euclid Street and McFadden Avenue 0.98 E 0.90 D
3 Euclid Street and Edinger Avenue 0.99 E 0.89 D
4 Newhope Street and Hazard Avenue 0.78 C 0.72 C
5 Newhope Street and McFadden Avenue 0.83 D 0.78 C
6 Harbor Boulevard and SR‐22 WB Off‐Ramp / Banner Drive 28.4 C 24.2 C 7 Trask Avenue and SR‐22 EB On‐Ramp 12.0 B 13.6 B
8 Harbor Boulevard and Westminster Avenue 0.99 E 0.88 D 9 Harbor Boulevard and 1st Street 0.79 C 0.78 C
10 Harbor Boulevard and McFadden Avenue 0.79 C 0.81 D 11 Harbor Boulevard and Edinger Avenue 0.84 D 0.73 C
12 Harbor Boulevard and Warner Avenue 0.79 C 1.54 F
13 Harbor Boulevard and Segerstrom Avenue 0.97 E 0.92 E 14 Hyland Avenue / OCTA Bus Base and MacArthur Boulevard 0.61 B 0.92 E 15 Harbor Boulevard and MacArthur Boulevard 0.74 C 0.78 C 16 Harbor Boulevard and Sunflower Avenue 0.70 B 0.72 C 17 Harbor Boulevard and I‐405 NB Off‐Ramp 18.0 B 18.3 B 18 Harbor Boulevard and I‐405 SB Off‐Ramp 15.0 B 17.9 B 19 Fairview Street and Civic Center Drive 0.74 C 0.76 C 20 Fairview Street and 1st Street 0.86 D 0.90 D
21 Fairview Street and McFadden Avenue 0.80 C 0.78 C
22 Fairview Street and Edinger Avenue 0.86 D 0.92 E
23 Fairview Street and Warner Avenue 0.82 D 0.80 C
24 Fairview Street and MacArthur Boulevard 0.68 B 0.77 C 25 Fairview Road and Sunflower Avenue 0.70 B 0.72 C
26 Greenville Street and Edinger Avenue 0.77 C 0.60 A 27 Greenville Street and Segerstrom Avenue 0.84 D 0.78 C 28 Raitt Street and McFadden Avenue 0.78 C 0.76 C
29 Raitt Street and Edinger Avenue 0.99 E 0.99 E
30 Bear Street and MacArthur Boulevard 0.71 C 0.85 D
31 Bristol Street and 17th Street 0.87 D 0.82 D
32 Bristol Street and Civic Center Drive 0.94 E 0.91 E 33 Bristol Street and Santa Ana Boulevard 0.81 D 0.85 D 34 Bristol Street and 1st Street 0.77 C 0.83 D
35 Bristol Street and McFadden Avenue 0.96 E 1.03 F
36 Bristol Street and Warner Avenue 0.92 E 0.85 D
37 Bristol Street and Segerstrom Avenue 0.81 D 0.87 D 38 Bristol Street and Alton Avenue 0.55 A 0.63 B
39 Bristol Street and MacArthur Boulevard 0.70 B 0.77 C K-72
Attachment 8
1109
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 67 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
40 Bristol Street and Sunflower Avenue 0.65 B 0.69 B
41 Bristol Street and I‐405 NB Ramps 20.8 C 28.5 C
42 Bristol Street and I‐405 SB Ramps 23.9 C 18.3 B
43 Flower Street and Santa Ana Boulevard 0.81 D 0.86 D 44 Flower Street and 1st Street 0.93 E 0.88 D
45 Flower Street and McFadden Avenue 0.90 D 1.04 F
46 Flower Street and Segerstrom Avenue 0.78 C 0.87 D
47 Flower Street and MacArthur Boulevard 0.68 B 0.90 D 48 Main Street and La Veta Avenue 0.59 A 0.70 B
49 Main Street and Mainplace Drive / Memory Lane 0.51 A 0.56 A 50 Main Street and 17th Street 0.88 D 0.76 C
51 Main Street and Civic Center Drive 0.78 C 0.97 E
52 Main Street and Santa Ana Boulevard 0.93 E 0.79 C
53 Main Street and 4th Street 0.41 A 0.45 A
54 Main Street and 1st Street 0.68 B 0.74 C
55 Main Street and McFadden Avenue 0.89 D 0.93 E
56 Main Street and Edinger Avenue 0.80 C 0.87 D
57 Main Street and MacArthur Boulevard 0.68 B 0.75 C
58 Penn Way and 17th Street 12.2 B 25.5 C
59 Santiago Street / I‐5 NB Ramps and 17th Street 30.0 C 19.0 B 60 Penn Way and I‐5 SB Ramps 21.2 C 23.0 C
61 Santiago Street and Civic Center Drive 159.2 F 110.0 F 62 Santiago Street and Santa Ana Boulevard 1.04 F 1.02 F 63* Standard Avenue and 4th Street 0.94 E 0.89 D
64 Standard Avenue and 1st Street 0.98 E 0.97 E
65 Standard Avenue and McFadden Avenue 0.85 D 0.83 D
66 Halladay Street and Warner Avenue 0.78 C 0.97 E
67 Halladay Street and Dyer Road 0.77 C 1.06 F
68 SR‐55 SB Ramps and MacArthur Boulevard 19.9 B 17.8 B 69 SR‐55 NB Ramps and MacArthur Boulevard 19.3 B 14.6 B 70 SR‐55 SB Ramps and Dyer Road 25.7 C 26.5 C
71 Glassell Street and La Veta Avenue 0.80 C 0.74 C
72 Glassell Street and SR‐22 WB Ramps 32.6 C 30.5 C
73 Glassell Street / Grand Avenue and SR‐22 EB Ramps 30.6 C 31.6 C 74 Grand Avenue and Fairhaven Avenue 0.61 B 0.72 C 75 Grand Avenue and Santa Clara Avenue 0.84 D 0.81 D 76 Grand Avenue and 17th Street 0.79 C 0.86 D
77 Grand Avenue and I‐5 NB Ramps 13.2 B 10.1 B
78 Grand Avenue and Santa Ana Boulevard 26.0 C 25.3 C 79 Grand Avenue and 1st Street 0.74 C 0.73 C
K-73
Attachment 8
1110
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 68 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
80 Grand Avenue and Chestnut Avenue 0.70 B 0.69 B
81 Grand Avenue and McFadden Avenue 0.89 D 0.82 D
82 Grand Avenue and Edinger Avenue 0.84 D 1.00 E
83 Grand Avenue and Warner Avenue 0.61 B 0.83 D
84 SR‐55 NB Ramps and Dyer Road 17.1 B 5.7 A
85 Cambridge Street and La Veta Avenue 31.6 D 19.7 C
86 Cambridge Street and Fairhaven Avenue 0.56 A 0.45 A 87 Mabury Street and 1st Street 27.4 C 27.1 C
88 Tustin Street and La Veta Avenue 0.45 A 0.38 A
89 Tustin Street and SR‐22 WB On‐Ramp 12.2 B 11.1 B
90 Tustin Street and SR‐22 EB Off‐Ramp / Seba Avenue 25.0 C 23.1 C 91 Tustin Street and Fairhaven Avenue 1.20 F 0.69 B
92 Tustin Avenue and Santa Clara Avenue 1.04 F 0.71 C 93 Tustin Avenue and 17th Street 0.91 E 0.80 C
94 Tustin Avenue and 4th Street 0.83 D 0.71 C
95 SR‐55 SB Ramps / Auto Mall Drive and Edinger Avenue 25.2 C 25.5 C 96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue 25.4 C 39.1 D 97 Red Hill Avenue and Edinger Avenue 0.61 B 0.85 D
98 Red Hill Avenue and Warner Avenue 0.56 A 0.88 D
99 Red Hill Avenue and Barranca Parkway 0.55 A 0.54 A 100 Red Hill Avenue and Alton Parkway 0.86 D 1.18 F
101 Red Hill Avenue and MacArthur Boulevard 0.69 B 0.70 B 102 Red Hill Avenue and Main Street 0.72 C 0.81 D
103 I‐5 SB Ramps and Santa Ana Boulevard 17.4 B 18.4 B 104 Tustin Ranch Road and Warner Avenue 0.52 A 0.65 B 105 Von Karman Avenue and Barranca Parkway 0.93 E 1.23 F Notes: (1) LOS – Level of Service; (2) V/C – Volume to Capacity K-74
Attachment 8
1111
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 69 -

7.0 Future Year (2045) With Project
This network alternative includes all the improvements listed in the No Project alternative, in addition to the improvements presented in Section 2.7.

Separate OCTAM 5.0 forecasts were produced for the With Project condition in order to understand traffic changes resulting from the proposed roadway improvements listed above. The Future Year (2045) With Project – AM and PM peak hour intersection turning movement volumes are shown in Tables 7-1 and 7-2.

Table 7-1 Future Year (2045) With Project Volumes – AM Peak Hour ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 100 845 145 194 1725 97 194 721 136 190 606 194 2 Euclid Street and
McFadden Avenue 156 1185 141 146 2031 168 227 463 287 106 234 89 3 Euclid Street and
Edinger Avenue 127 801 68 180 2613 240 136 595 364 133 812 148 4 Newhope Street and
Hazard Avenue 94 708 101 86 1262 116 17 44 33 17 57 23
5 Newhope Street and
McFadden Avenue 77 342 120 116 1153 107 106 386 125 122 311 69 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 83 1508 0 0 1354 18 81 0 133 836 44 117 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 558 699 0 0 624 117
8 Harbor Boulevard and
Westminster Avenue 159 1045 224 251 1970 113 173 910 32 406 1100 299 9 Harbor Boulevard and
1st Street 102 816 176 223 1876 122 118 788 153 229 580 135 10 Harbor Boulevard and
McFadden Avenue 101 1026 98 179 1891 63 136 353 106 85 193 55 11 Harbor Boulevard and
Edinger Avenue 95 713 135 212 2441 71 123 743 373 211 469 195 12 Harbor Boulevard and
Warner Avenue 106 647 164 451 2034 122 100 1422 374 125 654 111 13 Harbor Boulevard and
Segerstrom Avenue 107 759 48 173 2324 87 90 753 303 146 453 103 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
86 4 24 8 2 19 7 1915 760 82 626 26
15 Harbor Boulevard and
MacArthur Boulevard 128 898 92 289 1662 115 133 1204 363 152 506 151 16 Harbor Boulevard and
Sunflower Avenue 221 1128 209 242 2284 56 9 109 42 149 190 107 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1915 0 0 2007 0 0 0 0 399 0 702
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1993 0 0 1278 0 475 0 529 0 0 0
19 Fairview Street and
Civic Center Drive 7 1435 465 314 1812 8 7 25 25 50 2 26 20 Fairview Street and
1st Street 196 1508 284 272 1579 181 170 977 151 180 809 271 K-75
Attachment 8
1112
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 70 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
21 Fairview Street and
McFadden Avenue 138 1479 198 184 2242 162 92 216 50 93 240 19 22 Fairview Street and
Edinger Avenue 212 935 131 225 1576 133 361 1002 268 463 608 121 23 Fairview Street and
Warner Avenue 235 1039 136 205 1628 119 69 1010 301 277 836 271 24 Fairview Street and
MacArthur Boulevard 280 870 100 269 1357 152 121 984 145 298 627 178 25 Fairview Road and
Sunflower Avenue 182 1051 160 191 1627 104 44 286 58 357 299 154 26 Greenville Street and
Edinger Avenue 140 0 188 0 0 0 0 1788 436 178 949 0
27 Greenville Street and
Segerstrom Avenue 47 193 78 154 472 160 50 1127 180 210 847 97 28 Raitt Street and
McFadden Avenue 34 309 49 69 528 72 52 313 40 60 190 34 29 Raitt Street and
Edinger Avenue 85 228 82 80 376 45 330 2016 290 127 992 59 30 Bear Street and
MacArthur Boulevard 61 210 89 192 728 289 99 1690 116 103 1735 147 31 Bristol Street and
17th Street 241 1241 210 449 1845 243 341 1015 164 386 886 293 32 Bristol Street and
Civic Center Drive 129 1141 101 396 1597 100 80 404 50 145 481 100 33 Bristol Street and
Santa Ana Boulevard 68 1482 206 172 1891 51 54 264 23 52 129 22 34 Bristol Street and 1st Street 208 1451 184 315 1298 183 206 1268 128 126 949 139 35 Bristol Street and
McFadden Avenue 130 1159 58 228 2223 229 155 266 131 145 405 47 36 Bristol Street and
Warner Avenue 221 993 183 643 2178 247 172 958 238 231 1058 180 37 Bristol Street and
Segerstrom Avenue 70 778 146 283 1011 119 306 1480 136 157 712 91 38 Bristol Street and
Alton Avenue 10 702 53 224 1551 36 190 117 244 41 87 31 39 Bristol Street and
MacArthur Boulevard 95 491 123 319 1389 145 211 1531 311 191 910 132 40 Bristol Street and
Sunflower Avenue 119 583 172 232 1316 99 135 1115 451 295 480 166 41 Bristol Street and
I‐405 NB Ramps 0 1638 210 0 2088 8 0 0 36 147 89 807
42 Bristol Street and
I‐405 SB Ramps 122 1195 0 0 1097 943 675 0 618 0 0 0
43 Flower Street and
Santa Ana Boulevard 64 593 86 275 929 124 63 394 45 118 377 158 44 Flower Street and 1st Street 89 387 102 366 1158 121 107 983 39 161 664 95 45 Flower Street and
McFadden Avenue 30 219 19 66 367 53 58 658 50 54 366 49 46 Flower Street and
Segerstrom Avenue 86 451 100 98 544 120 237 1631 455 115 846 93 47 Flower Street and
MacArthur Boulevard 26 170 88 163 352 264 163 1852 79 79 1329 85 48 Main Street and 123 844 438 161 843 141 350 495 215 334 291 243 K-76
Attachment 8
1113
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 71 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
La Veta Avenue
49 Main Street and Mainplace
Drive / Memory Lane 35 955 313 27 1066 223 123 194 13 264 301 20 50 Main Street and 17th Street 156 929 199 225 1251 81 114 1203 60 369 1475 22 51 Main Street and
Civic Center Drive 138 901 79 69 1222 186 75 454 83 52 679 41 52 Main Street and
Santa Ana Boulevard 66 1050 0 0 1162 103 0 0 0 61 848 65 53 Main Street and 4th Street 0 1052 25 0 1098 27 0 93 14 0 105 26 54 Main Street and 1st Street 103 532 54 94 937 69 69 805 85 78 972 54 55 Main Street and
McFadden Avenue 93 874 44 184 1434 28 44 419 46 97 259 74 56 Main Street and
Edinger Avenue 104 589 64 239 1103 58 99 1288 174 149 867 106 57 Main Street and
MacArthur Boulevard 60 344 292 539 709 160 230 1336 242 187 556 279 58 Penn Way and 17th Street 49 0 250 0 0 0 0 1279 652 236 1901 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 720 33 21 60 0 312 101 1062 384 0 1508 24 60 Penn Way and I‐5 SB Ramps 0 192 170 837 173 0 0 0 0 170 0 95 61 Santiago Street and
Civic Center Drive 318 221 31 6 335 82 212 81 431 126 116 23 62 Santiago Street and
Santa Ana Boulevard 188 611 303 409 972 253 118 732 99 297 699 258 63 Standard Avenue and
4th Street 191 473 248 431 604 332 298 624 219 250 550 340 64 Standard Avenue and
1st Street 45 631 312 123 901 41 161 1959 121 194 1282 120 65 Standard Avenue and
McFadden Avenue 44 170 77 123 297 21 21 736 89 81 214 48 66 Halladay Street and
Warner Avenue 69 0 160 0 0 0 0 1772 200 210 797 0
67 Halladay Street and
Dyer Road 16 26 71 155 31 33 54 1820 13 126 686 111
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 998 0 903 0 1423 1014 0 1363 155 69 SR‐55 NB Ramps and
MacArthur Boulevard 965 0 1037 0 0 0 0 1503 744 0 591 279 70 SR‐55 SB Ramps and
Dyer Road 312 37 713 50 242 60 34 1282 273 418 663 111
71 Glassell Street and
La Veta Avenue 292 458 139 13 274 60 57 293 563 380 401 10 72 Glassell Street and
SR‐22 WB Ramps 568 638 0 0 1017 473 0 0 0 247 4 369
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 968 258 345 904 0 258 0 1012 0 0 0 74 Grand Avenue and
Fairhaven Avenue 25 1,032 148 184 1,531 34 99 60 59 152 17 137 75 Grand Avenue and
Santa Clara Avenue 92 648 167 307 1,503 338 179 291 60 140 270 246 76 Grand Avenue and
17th Street 228 666 458 303 1,270 249 246 915 116 401 1,047 114 K-77
Attachment 8
1114
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 72 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
77 Grand Avenue and
I‐5 NB Ramps 0 1145 662 104 3338 0 0 0 0 557 0 154
78 Grand Avenue and
Santa Ana Boulevard 79 1119 57 231 1908 1684 242 200 394 5 407 37 79 Grand Avenue and 1st Street 186 655 31 121 1753 213 318 760 216 268 939 107 80 Grand Avenue and
Chestnut Avenue 53 737 163 174 2086 57 64 449 118 81 237 148 81 Grand Avenue and
McFadden Avenue 262 1104 165 294 1974 192 109 352 107 95 340 86 82 Grand Avenue and
Edinger Avenue 65 649 127 253 1293 253 396 1654 159 170 651 142 83 Grand Avenue and
Warner Avenue 187 564 241 204 589 199 314 1120 440 140 617 208 84 SR‐55 NB Ramps and
Dyer Road 637 0 521 0 0 0 0 1550 620 0 859 517
85 Cambridge Street and
La Veta Avenue 185 235 0 0 480 245 195 0 312 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 618 0 199 69 185 0 0 130 101
87 Mabury Street and
1st Street 5 0 122 276 164 618 0 922 10 46 701 0
88 Tustin Street and
La Veta Avenue 9 365 105 48 944 3 9 11 35 279 1 43
89 Tustin Street and
SR‐22 WB On‐Ramp 762 708 0 0 897 536 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 1213 6 13 779 0 252 25 1084 6 0 43 91 Tustin Street and
Fairhaven Avenue 125 720 126 249 2,148 42 78 297 511 306 338 442 92 Tustin Avenue and
Santa Clara Avenue 102 556 104 135 2,756 87 267 673 491 118 244 122 93 Tustin Avenue and
17th Street 155 277 330 638 1,841 20 494 1,948 333 488 770 188 94 Tustin Avenue and
4th Street 40 204 183 743 946 293 159 942 39 129 727 472 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 456 68 540 50 30 8 34 1334 493 510 1202 157 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
413 109 69 20 497 728 269 163 155 8 223 4
97 Red Hill Avenue and
Edinger Avenue 122 449 128 203 861 403 397 1276 271 250 1213 170 98 Red Hill Avenue and
Warner Avenue 118 716 97 20 949 191 239 407 300 152 543 96 99 Red Hill Avenue and
Barranca Parkway 184 458 151 184 809 106 126 758 300 522 583 114 100 Red Hill Avenue and
Alton Parkway 235 693 434 233 1059 170 185 574 574 335 284 159 101 Red Hill Avenue and
MacArthur Boulevard 83 742 13 205 529 485 1194 617 101 34 329 843 102 Red Hill Avenue and
Main Street 201 691 449 78 365 126 139 1309 254 167 335 79 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 382 0 38 287 492 0 0 1027 300 K-78
Attachment 8
1115
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 73 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
104 Tustin Ranch Road and
Warner Avenue 0 0 0 174 0 22 27 357 0 0 2130 490
105 Von Karman Avenue and
Barranca Parkway 375 497 298 98 960 420 247 928 310 917 1506 47 K-79
Attachment 8
1116
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 74 -
Table 7-2 Future Year (2045) With Project Volumes – PM Peak Hour ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
1 Euclid Street and
Bolsa Avenue 165 1532 123 137 781 148 201 641 100 168 702 168 2 Euclid Street and
McFadden Avenue 248 2020 130 87 1070 130 134 307 136 86 359 166 3 Euclid Street and
Edinger Avenue 551 1648 117 136 897 228 121 467 140 119 1103 179 4 Newhope Street and
Hazard Avenue 102 1129 44 45 954 114 33 66 40 8 51 15
5 Newhope Street and
McFadden Avenue 188 1009 177 121 539 104 45 273 40 72 398 113 6 Harbor Boulevard and SR‐22
WB Off‐Ramp / Banner Drive 103 2324 0 0 1823 59 102 0 86 558 75 160 7 Trask Avenue and
SR‐22 EB On‐Ramp 0 0 0 0 0 0 785 588 0 0 449 42
8 Harbor Boulevard and
Westminster Avenue 222 1106 262 254 1752 202 227 808 39 294 1018 231 9 Harbor Boulevard and
1st Street 280 1446 160 240 1053 142 192 784 148 185 865 141 10 Harbor Boulevard and
McFadden Avenue 182 1866 136 261 1114 101 147 358 45 63 151 43 11 Harbor Boulevard and
Edinger Avenue 262 1645 199 283 822 75 109 460 81 188 1089 363 12 Harbor Boulevard and
Warner Avenue 768 3685 277 250 1389 166 198 1399 320 253 2626 838 13 Harbor Boulevard and
Segerstrom Avenue 275 1732 55 86 973 86 118 585 192 121 1308 475 14 Hyland Avenue / OCTA Bus
Base and MacArthur
Boulevard
1139 7 66 12 4 14 35 869 156 25 2320 12
15 Harbor Boulevard and
MacArthur Boulevard 527 1362 79 206 1039 170 143 501 185 85 1429 269 16 Harbor Boulevard and
Sunflower Avenue 156 1552 230 118 1464 44 85 230 239 282 592 221 17 Harbor Boulevard and
I‐405 NB Off‐Ramp 0 1488 0 0 2570 0 0 0 0 513 0 828
18 Harbor Boulevard and
I‐405 SB Off‐Ramp 0 1881 0 0 2254 0 181 0 833 0 0 0
19 Fairview Street and
Civic Center Drive 6 1777 499 205 1903 0 2 6 4 164 0 61 20 Fairview Street and
1st Street 182 1339 121 236 1468 291 215 870 151 126 952 147 21 Fairview Street and
McFadden Avenue 174 1596 139 195 1577 246 79 214 53 51 177 43 22 Fairview Street and
Edinger Avenue 190 1810 111 198 616 151 205 628 168 639 1353 297 23 Fairview Street and
Warner Avenue 211 1679 156 179 906 92 163 792 123 178 1049 227 24 Fairview Street and
MacArthur Boulevard 228 1568 85 162 902 83 253 661 223 159 1210 212 25 Fairview Road and
Sunflower Avenue 190 1705 371 138 1145 79 245 520 115 208 522 136 K-80
Attachment 8
1117
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 75 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
26 Greenville Street and
Edinger Avenue 327 0 218 0 0 0 0 1178 240 155 1840 0
27 Greenville Street and
Segerstrom Avenue 50 414 31 44 143 44 138 1049 60 39 1490 213 28 Raitt Street and
McFadden Avenue 34 482 75 24 252 40 59 347 30 38 318 44 29 Raitt Street and
Edinger Avenue 84 361 101 61 209 52 177 1226 175 195 2203 197 30 Bear Street and
MacArthur Boulevard 262 1258 328 115 278 84 90 847 88 82 1475 235 31 Bristol Street and
17th Street 370 1801 300 347 1847 314 243 543 98 280 1055 357 32 Bristol Street and
Civic Center Drive 214 1494 78 173 1589 163 130 366 43 149 635 72 33 Bristol Street and
Santa Ana Boulevard 85 1722 98 120 1597 60 70 194 45 125 199 54 34 Bristol Street and 1st Street 434 1872 276 216 1169 264 259 1454 186 155 953 90 35 Bristol Street and
McFadden Avenue 249 1833 99 116 1618 373 114 222 44 82 424 50 36 Bristol Street and
Warner Avenue 312 1170 213 343 1144 223 159 715 126 282 1662 487 37 Bristol Street and
Segerstrom Avenue 177 1309 231 98 894 187 279 998 79 156 1408 71 38 Bristol Street and
Alton Avenue 43 1667 157 114 858 54 50 70 130 0 0 0
39 Bristol Street and
MacArthur Boulevard 335 1428 260 237 871 137 357 796 169 247 1432 270 40 Bristol Street and
Sunflower Avenue 687 1452 234 226 844 242 391 764 296 254 976 311 41 Bristol Street and
I‐405 NB Ramps 0 2235 195 0 2458 23 0 0 204 357 306 1184 42 Bristol Street and
I‐405 SB Ramps 135 1647 0 0 1657 968 740 0 331 0 0 0
43 Flower Street and
Santa Ana Boulevard 215 1307 107 95 486 44 104 300 49 106 371 110 44 Flower Street and 1st Street 211 1000 238 140 383 111 135 1181 98 144 969 101 45 Flower Street and
McFadden Avenue 54 734 45 26 201 33 56 422 17 43 532 76 46 Flower Street and
Segerstrom Avenue 120 843 80 80 449 129 241 1198 126 101 1699 109 47 Flower Street and
MacArthur Boulevard 116 553 65 97 233 224 264 1254 80 61 1967 175 48 Main Street and
La Veta Avenue 310 948 444 191 1199 309 347 495 222 332 662 266 49 Main Street and Mainplace
Drive / Memory Lane 102 1075 204 48 999 132 195 217 58 370 302 146 50 Main Street and 17th Street 239 1237 270 243 1062 164 174 975 58 187 1147 76 51 Main Street and
Civic Center Drive 98 1234 103 63 1031 65 168 930 111 38 384 39 52 Main Street and
Santa Ana Boulevard 56 1280 0 0 1108 54 0 0 0 65 656 85 53 Main Street and 4th Street 0 1108 53 0 951 43 0 112 63 0 157 40 K-81
Attachment 8
1118
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 76 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
54 Main Street and 1st Street 179 875 76 160 615 131 91 921 68 75 834 58 55 Main Street and
McFadden Avenue 149 1169 72 138 933 68 78 345 42 71 400 180 56 Main Street and
Edinger Avenue 111 1181 54 129 646 88 159 940 105 117 1569 162 57 Main Street and
MacArthur Boulevard 488 1169 321 271 352 266 385 792 76 188 1488 432 58 Penn Way and 17th Street 795 0 388 0 0 0 0 1712 552 126 1480 0 59 Santiago Street / I‐5 NB
Ramps and 17th Street 375 50 20 55 0 142 128 1168 767 0 1622 44 60 Penn Way and I‐5 SB Ramps 0 363 238 508 117 0 0 0 0 214 0 183 61 Santiago Street and
Civic Center Drive 133 411 41 20 281 72 266 76 269 14 19 18 62 Santiago Street and
Santa Ana Boulevard 135 833 236 378 639 103 164 673 87 255 546 347 63 Standard Avenue and
4th Street 251 543 214 254 428 297 302 477 201 233 648 351 64 Standard Avenue and
1st Street 109 724 259 142 679 47 168 1279 65 264 1888 116 65 Standard Avenue and
McFadden Avenue 103 407 50 110 240 42 53 351 60 68 412 119 66 Halladay Street and
Warner Avenue 200 0 417 0 0 0 2 955 96 287 2284 0
67 Halladay Street and
Dyer Road 57 249 287 125 17 35 166 1433 10 52 1680 134
68 SR‐55 SB Ramps and
MacArthur Boulevard 0 0 0 321 0 777 0 1305 1163 0 1547 608 69 SR‐55 NB Ramps and
MacArthur Boulevard 726 0 483 0 0 0 0 764 785 0 1444 1040 70 SR‐55 SB Ramps and
Dyer Road 386 12 291 103 226 110 66 1544 210 507 904 58 71 Glassell Street and
La Veta Avenue 573 595 194 15 499 37 112 367 631 225 407 16 72 Glassell Street and
SR‐22 WB Ramps 640 1045 0 0 1110 323 0 0 0 268 9 476
73 Glassell Street / Grand
Avenue and SR‐22 EB Ramps 0 1316 336 505 903 0 238 4 522 0 0 0 74 Grand Avenue and
Fairhaven Avenue 50 1,311 262 242 974 89 79 45 33 153 29 109 75 Grand Avenue and
Santa Clara Avenue 95 1,280 266 240 946 240 114 139 26 115 206 220 76 Grand Avenue and
17th Street 266 947 239 294 634 140 371 949 160 284 1,046 190 77 Grand Avenue and
I‐5 NB Ramps 0 2036 1571 67 1623 0 0 0 0 168 0 202
78 Grand Avenue and
Santa Ana Boulevard 213 2411 40 44 964 684 370 226 356 44 295 213 79 Grand Avenue and 1st Street 195 1493 45 133 784 313 272 900 89 121 753 138 80 Grand Avenue and
Chestnut Avenue 180 1352 234 149 664 112 47 143 31 91 283 165 81 Grand Avenue and
McFadden Avenue 232 1320 227 176 800 215 64 238 42 96 762 168 K-82
Attachment 8
1119
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 77 -
ID Intersection
Northbound Southbound Eastbound Westbound

L T R L T R L T R L T R
82 Grand Avenue and
Edinger Avenue 259 1494 129 236 583 327 207 895 72 98 1758 228 83 Grand Avenue and
Warner Avenue 218 788 174 178 575 265 342 656 142 244 1556 510 84 SR‐55 NB Ramps and
Dyer Road 188 0 51 0 0 0 0 1355 689 0 1411 882
85 Cambridge Street and
La Veta Avenue 176 246 0 0 206 191 469 0 309 0 0 0
86 Cambridge Street and
Fairhaven Avenue 0 0 0 195 0 68 85 148 0 0 218 272
87 Mabury Street and
1st Street 25 0 256 164 70 310 0 1275 20 31 423 0
88 Tustin Street and
La Veta Avenue 31 693 164 96 851 16 13 5 20 134 4 82
89 Tustin Street and
SR‐22 WB On‐Ramp 383 1100 0 0 642 330 0 0 0 0 0 0
90 Tustin Street and SR‐22 EB
Off‐Ramp / Seba Avenue 0 1155 3 43 589 0 440 39 558 28 0 67 91 Tustin Street and
Fairhaven Avenue 258 1,377 122 356 940 108 82 185 151 86 191 180 92 Tustin Avenue and
Santa Clara Avenue 176 852 131 199 1,574 109 48 150 88 115 144 136 93 Tustin Avenue and
17th Street 233 1,000 514 377 404 40 346 680 92 211 693 385 94 Tustin Avenue and
4th Street 35 381 123 536 396 145 226 806 41 123 833 513 95 SR‐55 SB Ramps / Auto Mall
Drive and Edinger Avenue 401 32 423 110 50 37 46 1649 464 437 1139 136 96 SR‐55 NB Ramps / Del Amo
Avenue and Newport
Avenue
879 262 51 19 231 889 165 57 33 23 348 16
97 Red Hill Avenue and
Edinger Avenue 208 1501 238 108 214 173 410 1051 128 91 1176 574 98 Red Hill Avenue and
Warner Avenue 343 1175 135 89 341 432 324 880 137 78 1643 216 99 Red Hill Avenue and
Barranca Parkway 344 1293 333 314 531 249 178 662 87 129 979 286 100 Red Hill Avenue and
Alton Parkway 27 1513 219 148 628 5 453 1111 569 2003 342 1235 101 Red Hill Avenue and
MacArthur Boulevard 179 1160 14 340 707 1240 515 237 36 39 818 574 102 Red Hill Avenue and
Main Street 467 1006 272 88 640 348 212 757 205 284 1617 91 103 I‐5 SB Ramps and
Santa Ana Boulevard 0 0 0 357 0 78 595 672 0 0 590 162
104 Tustin Ranch Road and
Warner Avenue 0 0 0 653 0 45 64 2124 0 0 925 398
105 Von Karman Avenue and
Barranca Parkway 362 2082 454 80 407 280 785 1435 201 254 805 274 K-83
Attachment 8
1120
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 78 -

7.1 FUTURE YEAR (2045) WITH PROJECT VEHICLE MILES TRAVELED (VMT)
Table 7-3 presents the VMT analysis results for the Future Year (2045) With Project scenario. VMT calculations are based on the scenario parameters and methodology as described in Sections 2.7 and

3.1, respectively.

Table 7-3 Future Year (2045) VMT Summary
I – I
VMT
I – X
VMT
X – I
VMT
Total
VMT
Service
Population VMT/SP
City 637,655 5,432,337 5,448,967 11,518,959 566,616 20.3 County 52,931,787 29,642,498 29,748,229 112,322,514 4,262,124 26.4 SP = Service Population = Total Employees + Total Population. Reduction factor applied to Total Employees as noted in Section

3.1 and shown in Appendix F. I-I = Internal-Internal; I-X = Internal-External; X-I = External-Internal.

7.2 ROADWAY SEGMENT LEVEL OF SERVICE
A summary of the forecast roadway segment volumes and corresponding level of service results for the Future Year (2045) With Project condition is shown in Table 7-4. The following roadway segments are forecast to operate at a deficient LOS:
 Segment 8 – Harbor Boulevard from Segerstrom Avenue to MacArthur Boulevard  Segment 23 – Main Street from 1st Street to Bishop Street  Segment 39 – Bristol Street from Edinger Avenue to Warner Avenue  Segment 42 – Bristol Street from MacArthur Boulevard to Sunflower Avenue  Segment 45 – Main Street from McFadden Avenue to Edinger Avenue  Segment 46 – Main Street from Edinger Avenue to Warner Avenue  Segment 57 – Dyer Road from Grand Avenue to Pullman Street  Segment 63 – Broadway from 17th Street to Civic Center Drive  Segment 84 – Dyer Road from Pullman Street to Red Hill Avenue K-84
Attachment 8
1121
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 79 -
Table 7-4 Future Year (2045) With Project Roadway Segment LOS ID Street Segment Lanes ADT LOS
1 1st Street Euclid Street to Ward Street 6D 18,700 A 2 Euclid Street 1st Street to McFadden Avenue 6D 34,000 B 3 Westminster Avenue Harbor Boulevard to Fairview Street 6D 17,400 A 4 Harbor Boulevard Westminster Avenue/17th Street to Hazard Avenue 6D 36,200 B 5 1st Street Harbor Boulevard to Jackson 6D 23,100 A 6 Edinger Avenue Harbor Boulevard to Fairview Street 6D 23,300 A 7 Warner Avenue Harbor Boulevard to Fairview Street 6D 26,300 A 8 Harbor Boulevard Segerstrom Avenue to MacArthur Boulevard 6D 56,900 F 9 Fairview Street 1st Street to Willits Street 6D 38,600 B 10 1st Street Sullivan Street to Raitt Street 6D 26,600 A 11 Bristol Street 17th Street to Santa Clara Avenue 6D 41,500 C 12 17th Street College Avenue to Bristol Street 6D 29,500 A 13 Bristol Street 17th Street to Washington Avenue 6D 45,100 D 14 Fairview Street Trask Avenue to 17th Street 6D 48,100 D 15 Bristol Street 1st Street to Bishop Street 6D 49,000 D 16 Civic Center Drive Bristol Street to Flower Street 4U 18,600 C 17 Flower Street 1st Street to Bishop Street 2D 6,900 A 18 Main Street 17th Street to 20th Street 6D 43,000 C 19 Main Street Washington Street to Civic Center Drive 4U 19,000 C 20 Civic Center Drive Flower Street to Ross Street 4U 10,200 A 21 Santa Ana Boulevard Flower Street to Ross Street 4D 15,800 A 22 1st Street Main Street to Standard Avenue 4D 32,900 D 23 Main Street 1st Street to Bishop Street 4U 30,500 F 24 Grand Avenue Santa Clara Avenue to Fairhaven Street 6D 31,100 A 25 Grand Avenue Santa Ana Boulevard to 4th Street 6D 35,000 B 26 Santa Clara Avenue Grand Avenue to Tustin Avenue 2D 8,700 A 27 Tustin Avenue Santa Clara Avenue to Fairhaven Street 6D 20,400 A 28 17th Street Cabrillo Park Drive to Tustin Avenue 6D 34,600 B 29 Tustin Avenue Fruit Street to 4th Street 6D 28,100 A 30 1st Street Grand Avenue to Elk Lane 4D 30,800 D
31 1st Street Cabrillo Park Drive to Tustin Avenue 4D 14,600 A 32 Fairview Street Edinger Avenue to Harvard Street 6D 45,100 D 33 Fairview Street Warner Avenue to Segerstrom Avenue 6D 41,800 C 34 MacArthur Boulevard Harbor Boulevard to Fairview Street 6D 32,600 A 35 Edinger Avenue Fairview Street to Greenville Street 6D 22,200 A 36 McFadden Avenue Fairview Street to Raitt Street 2D 8,200 A 37 MacArthur Boulevard Fairview Street to Raitt Street 6D 28,900 A 38 Segerstrom Avenue Fairview Street to Raitt Street 6D 29,600 A 39 Bristol Street Edinger Avenue to Warner Avenue 6D 54,500 E 40 Bristol Street Warner Avenue to Segerstrom Avenue 6D 44,800 C K-85
Attachment 8
1122
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 80 -
ID Street Segment Lanes ADT LOS
41 Warner Avenue Raitt Street to Bristol Street 6D 22,300 A 42 Bristol Street MacArthur Boulevard to Sunflower Avenue 6D 50,800 E 43 Flower Street Warner Avenue to Segerstrom Avenue 4D 33,300 D 44 Edinger Avenue Flower Street to Main Street 6D 25,200 A 45 Main Street McFadden Avenue to Edinger Avenue 4U 27,500 F 46 Main Street Edinger Avenue to Warner Avenue 4D 38,200 F 47 Main Street Warner Avenue to Dyer Road 6D 38,600 B 48 Segerstrom Avenue Bristol Street to Flower Street 6D 25,900 A 49 MacArthur Boulevard Flower Street to Main Street 6D 39,800 C 50 Main Street MacArthur Boulevard to Sunflower Avenue 6D 29,000 A 51 Grand Avenue Edinger Avenue to Warner Avenue 6D 37,300 B 52 Edinger Avenue Richie Street to Newport Avenue 6D 49,700 D 53 Warner Avenue Grand Avenue to Red Hill Avenue 6D 34,600 B 54 Warner Avenue Main Street to Standard Avenue 6D 23,900 A 55 McFadden Avenue Newhope Street to Harbor Boulevard 4U 8,700 A 56 McFadden Avenue Standard Avenue to Grand Avenue 2D 8,600 A 57 Dyer Road Grand Avenue to Pullman Street 6D 80,700 F 58 McFadden Avenue Bristol Street to Flower Street 2D 11,800 B 59 Main Street La Veta Avenue to Memory Lane 8D 50,200 B 60 1st Street Bristol Street to Flower Street 4D 25,700 B 61 Fairhaven Avenue Grand Avenue to Tustin Avenue 2D 11,100 B 62 4th Street French Street to Standard Avenue 2D 16,500 D 63 Broadway 17th Street to Civic Center Drive 2D 22,700 F 64 Broadway Civic Center Drive to 1st Street 2D 13,800 C 65 Cambridge Street SR‐22 to Fairhaven Avenue 2D 8,800 A 66 Chestnut Avenue Standard Avenue to Lyon Street 2D 7,700 A 67 Civic Center Drive French Street to Santiago Street 2U 1,900 A 68 Civic Center Drive Fairview Road to Bristol Street 2D 12,200 C 69 Flower Street Edinger Avenue to Warner Avenue 2D 6,300 A 70 Halladay Avenue Warner Avenue to Dyer Road 2D 16,100 D 71 Hazard Avenue Euclid Street to Harbor Boulevard 2D 7,900 A 72 McFadden Avenue Main Street to Standard Avenue 2D 14,300 C 73 Penn Way/Santiago Street I‐5 SB Ramps to Santa Ana Boulevard 2D 19,400 D 74 Raitt Street Santa Ana Boulevard to 1st Street 2D 15,500 D 75 Raitt Street Warner Avenue to Segerstrom Avenue 2D 11,600 B 76 Santa Ana Boulevard French Street to Santiago Street 2D 13,500 C 77 Santa Ana Boulevard Raitt Street to Bristol Street 2D 13,000 C 78 Standard Avenue Chestnut Avenue to McFadden Avenue 2D 11,000 B 79 Standard Avenue Edinger Avenue to Warner Avenue 2D 10,000 B 80 Greenville Street Edinger Avenue to Warner Avenue 2U 8,000 B 81 Greenville Street Warner Avenue to Segerstrom Avenue 2D 8,000 A 82 Flower Street 17th Street to Northern Terminus 2D 4,700 A K-86
Attachment 8
1123
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 81 -
ID Street Segment Lanes ADT LOS
83 Logan Street Civic Center Drive to Santa Ana Boulevard 2U ‐ * ‐ 84 Dyer Road Pullman Street to Red Hill Avenue 6D 57,500 F 85 Fairhaven Avenue Tustin Street to Yorba Street 4U 14,947 A 86 Santa Clara Avenue Tustin Street to Yorba Street 4U 7,818 A 87 Harbor Boulevard McFadden Avenue to Edinger Avenue 6D 35,100 B 88 Harbor Boulevard Edinger Avenue to Warner Avenue 6D 43,100 C Notes:
* Not available.
(1) ADT – Average Daily Traffic Volumes
(2) LOS – Level of Service
(3) #D – total number of lanes in both directions divided by raised or striped median; #U – total number of undivided lanes in both directions.
(4) Roadway capacities shown in Table 3-1.
(5) Yellow and red shading indicates an unacceptable level of service

7.3 INTERSECTION LEVEL OF SERVICE
A summary of the AM and PM peak hour intersection level of service analysis results for the Future Year (2045) With Project condition is included in Table 7-5. The following intersections are expected to operate at an unacceptable level of service:
 INT 2 – Euclid street and McFadden Avenue (City of Santa Ana)  INT 3 – Euclid Street and Edinger Avenue (City of Fountain Valley)  INT 8 – Harbor Boulevard and Westminster Avenue (City of Santa Ana)  INT 12 – Harbor Boulevard and Warner Avenue (City of Santa Ana – CMP)  INT 13 – Harbor Boulevard and Segerstrom Avenue (City of Santa Ana)  INT 22 – Fairview Street and Edinger Avenue (City of Santa Ana)  INT 29 – Raitt Street and Edinger Avenue (City of Santa Ana)  INT 32 – Bristol Street and Civic Center Drive (City of Santa Ana)  INT 34 – Bristol Street and 1st Street (City of Santa Ana)  INT 35 – Bristol Street and McFadden Avenue (City of Santa Ana)  INT 36 – Bristol Street and Warner Avenue (City of Santa Ana)  INT 37 – Bristol Street and Segerstrom Avenue (City of Santa Ana)  INT 44 – Flower Street and 1st Street (City of Santa Ana)  INT 45 – Flower Street and McFadden Avenue (City of Santa Ana)  INT 46 – Flower Street and Segerstrom Avenue (City of Santa Ana)  INT 47 – Flower Street and MacArthur Boulevard (City of Santa Ana)  INT 55 – Main Street and McFadden Avenue (City of Santa Ana)  INT 56 – Main Street and Edinger Avenue (City of Santa Ana)  INT 61 – Santiago Street and Civic Center Drive (City of Santa Ana) K-87
Attachment 8
1124
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 82 -
 INT 62 – Santiago Street and Santa Ana Boulevard (City of Santa Ana)  INT 63 – Standard Avenue and 4th Street (City of Santa Ana)  INT 64 – Standard Avenue and 1st Street (City of Santa Ana)  INT 67 – Halladay Street and Dyer Road (City of Santa Ana)  INT 80 – Grand Avenue and Chestnut Avenue (City of Santa Ana)  INT 81 – Grand Avenue and McFadden Avenue (City of Santa Ana)  INT 82 – Grand Avenue and Edinger Avenue (City of Santa Ana)  INT 91 – Tustin Street and Fairhaven Avenue (City of Santa Ana)  INT 92 – Tustin Avenue and Santa Clara Avenue (City of Santa Ana)  INT 96 – SR-55 NB Ramps / Del Amo Avenue and Newport Avenue (Caltrans)  INT 98 – Red Hill Avenue and Warner Avenue (City of Tustin)  INT 100 – Red Hill Avenue and Alton Parkway (City of Irvine)  INT 105 – Von Karman Avenue and Barranca Parkway (City of Irvine) K-88
Attachment 8
1125
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 83 -
Table 7-5: Future Year (2045) With Project Intersection LOS Summary ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
1 Euclid Street and Bolsa Avenue 0.79 C 0.79 C
2 Euclid Street and McFadden Avenue 0.91 E 0.79 C
3 Euclid Street and Edinger Avenue 1.01 F 0.86 D
4 Newhope Street and Hazard Avenue 0.60 A 0.52 A
5 Newhope Street and McFadden Avenue 0.73 C 0.68 B
6 Harbor Boulevard and SR‐22 WB Off‐Ramp / Banner Drive 28.5 C 23.8 C 7 Trask Avenue and SR‐22 EB On‐Ramp 11.0 B 11.0 B
8 Harbor Boulevard and Westminster Avenue 0.94 E 0.84 D 9 Harbor Boulevard and 1st Street 0.75 C 0.75 C
10 Harbor Boulevard and McFadden Avenue 0.73 C 0.71 C 11 Harbor Boulevard and Edinger Avenue 0.86 D 0.72 C
12 Harbor Boulevard and Warner Avenue 0.80 C 1.54 F
13 Harbor Boulevard and Segerstrom Avenue 1.01 F 0.93 E 14 Hyland Avenue / OCTA Bus Base and MacArthur Boulevard 0.62 B 0.89 D 15 Harbor Boulevard and MacArthur Boulevard 0.75 C 0.79 C 16 Harbor Boulevard and Sunflower Avenue 0.71 C 0.71 C 17 Harbor Boulevard and I‐405 NB Off‐Ramp 17.9 B 18.8 B 18 Harbor Boulevard and I‐405 SB Off‐Ramp 15.0 B 18.1 B 19 Fairview Street and Civic Center Drive 0.68 B 0.71 C 20 Fairview Street and 1st Street 0.89 D 0.89 D
21 Fairview Street and McFadden Avenue 0.80 C 0.68 B
22 Fairview Street and Edinger Avenue 0.88 D 0.92 E
23 Fairview Street and Warner Avenue 0.85 D 0.81 D
24 Fairview Street and MacArthur Boulevard 0.69 B 0.76 C 25 Fairview Road and Sunflower Avenue 0.69 B 0.69 B
26 Greenville Street and Edinger Avenue 0.74 C 0.65 B 27 Greenville Street and Segerstrom Avenue 0.88 D 0.80 C 28 Raitt Street and McFadden Avenue 0.70 B 0.68 B
29 Raitt Street and Edinger Avenue 0.93 E 0.99 E
30 Bear Street and MacArthur Boulevard 0.76 C 0.90 D
31 Bristol Street and 17th Street 0.85 D 0.81 D
32 Bristol Street and Civic Center Drive 0.93 E 0.90 D 33 Bristol Street and Santa Ana Boulevard 0.72 C 0.73 C 34 Bristol Street and 1st Street 0.90 D 0.97 E
35 Bristol Street and McFadden Avenue 0.95 E 0.89 D
36 Bristol Street and Warner Avenue 0.96 E 0.87 D
37 Bristol Street and Segerstrom Avenue 0.85 D 0.92 E 38 Bristol Street and Alton Avenue 0.55 A 0.58 A
39 Bristol Street and MacArthur Boulevard 0.76 C 0.80 C K-89
Attachment 8
1126
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 84 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
40 Bristol Street and Sunflower Avenue 0.68 B 0.74 C
41 Bristol Street and I‐405 NB Ramps 20.9 C 29.0 C
42 Bristol Street and I‐405 SB Ramps 23.6 C 18.2 B
43 Flower Street and Santa Ana Boulevard 0.59 A 0.67 B 44 Flower Street and 1st Street 0.93 E 1.22 F
45 Flower Street and McFadden Avenue 0.81 D 0.97 E
46 Flower Street and Segerstrom Avenue 0.82 D 0.92 E
47 Flower Street and MacArthur Boulevard 0.71 C 0.91 E 48 Main Street and La Veta Avenue 0.54 A 0.76 C
49 Main Street and Mainplace Drive / Memory Lane 0.46 A 0.50 A 50 Main Street and 17th Street 0.85 D 0.80 C
51 Main Street and Civic Center Drive 0.85 D 0.86 D
52 Main Street and Santa Ana Boulevard 0.79 C 0.70 B
53 Main Street and 4th Street 0.44 A 0.47 A
54 Main Street and 1st Street 0.75 C 0.80 C
55 Main Street and McFadden Avenue 0.92 E 0.94 E
56 Main Street and Edinger Avenue 0.88 D 0.98 E
57 Main Street and MacArthur Boulevard 0.72 C 0.78 C
58 Penn Way and 17th Street 12.1 B 20.3 C
59 Santiago Street / I‐5 NB Ramps and 17th Street 31.4 C 20.3 C 60 Penn Way and I‐5 SB Ramps 19.5 B 22.8 C
61 Santiago Street and Civic Center Drive 62.6 F 27.6 D 62 Santiago Street and Santa Ana Boulevard 1.44 F 1.41 F 63* Standard Avenue and 4th Street 1.340 F 1.340 F
64 Standard Avenue and 1st Street 1.52 F 1.48 F
65 Standard Avenue and McFadden Avenue 0.84 D 0.77 C
66 Halladay Street and Warner Avenue 0.69 B 0.82 D
67 Halladay Street and Dyer Road 0.67 B 0.95 E
68 SR‐55 SB Ramps and MacArthur Boulevard 20.2 C 18.4 B 69 SR‐55 NB Ramps and MacArthur Boulevard 19.5 B 16.2 B 70 SR‐55 SB Ramps and Dyer Road 25.9 C 26.5 C
71 Glassell Street and La Veta Avenue 0.83 D 0.77 C
72 Glassell Street and SR‐22 WB Ramps 30.1 C 33.4 C
73 Glassell Street / Grand Avenue and SR‐22 EB Ramps 29.6 C 31.8 C 74 Grand Avenue and Fairhaven Avenue 0.57 A 0.67 B
75 Grand Avenue and Santa Clara Avenue 0.80 C 0.73 C
76 Grand Avenue and 17th Street 0.86 D 0.85 D
77 Grand Avenue and I‐5 NB Ramps 15.3 B 11.3 B
78 Grand Avenue and Santa Ana Boulevard 26.3 C 28.5 C 79 Grand Avenue and 1st Street 0.83 D 0.72 C
K-90
Attachment 8
1127
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 85 -
ID INTERSECTION
AM PM
V/C or
Delay LOS V/C or Delay LOS
80 Grand Avenue and Chestnut Avenue 0.94 E 0.78 C
81 Grand Avenue and McFadden Avenue 1.01 F 0.81 D
82 Grand Avenue and Edinger Avenue 0.90 D 1.08 F
83 Grand Avenue and Warner Avenue 0.66 B 0.90 D
84 SR‐55 NB Ramps and Dyer Road 17.3 B 6.0 A
85 Cambridge Street and La Veta Avenue 23.4 C 26.1 D
86 Cambridge Street and Fairhaven Avenue 0.62 B 0.53 A 87 Mabury Street and 1st Street 27.4 C 27.2 C
88 Tustin Street and La Veta Avenue 0.36 A 0.34 A
89 Tustin Street and SR‐22 WB On‐Ramp 13.2 B 7.7 A
90 Tustin Street and SR‐22 EB Off‐Ramp / Seba Avenue 23.8 C 23.3 C 91 Tustin Street and Fairhaven Avenue 1.24 F 0.76 C
92 Tustin Avenue and Santa Clara Avenue 1.10 F 0.78 C 93 Tustin Avenue and 17th Street 0.81 D 0.74 C
94 Tustin Avenue and 4th Street 0.79 C 0.78 C
95 SR‐55 SB Ramps / Auto Mall Drive and Edinger Avenue 25.1 C 25.4 C 96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue 25.6 C 46.2 D 97 Red Hill Avenue and Edinger Avenue 0.62 B 0.87 D
98 Red Hill Avenue and Warner Avenue 0.58 A 0.95 E
99 Red Hill Avenue and Barranca Parkway 0.58 A 0.59 A 100 Red Hill Avenue and Alton Parkway 0.93 E 1.49 F
101 Red Hill Avenue and MacArthur Boulevard 0.71 C 0.72 C 102 Red Hill Avenue and Main Street 0.73 C 0.84 D
103 I‐5 SB Ramps and Santa Ana Boulevard 17.8 B 19.9 B 104 Tustin Ranch Road and Warner Avenue 0.53 A 0.67 B 105 Von Karman Avenue and Barranca Parkway 0.93 E 1.28 F Notes: (1) LOS – Level of Service; (2) V/C – Volume to Capacity K-91
Attachment 8
1128
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 86 -

8.0 VMT and LOS Analysis
This section presents the significant impact analysis for the Future Year (2045) With Project scenario.

Significant impacts are identified based on the criteria established in Section 3.1.

8.1 VMT IMPACT ANALYSIS
Per the City’s VMT Guidelines, VMT impacts are to be identified for the Future Year (2045) With Project scenario. VMT impacts were assessed using the methodology described in Section 3.1. The following presents the screening and impact analysis process. First, the two general conditions are considered:
 Does the project have the potential to reduce VMT/SP? o It should be noted that the project consists of land use and the transportation network changes. Due to the scale of land use changes not all land uses are high-density and/or transit-oriented, thus the land use changes cannot be assumed to have the same VMTreducing effect as, for example, a TOD Specific Plan. The proposed transportation network, however, has the potential to reduce VMT/SP since it proposes to reclassify streets in order to implement transit, Complete Streets, and active transportation improvements.
 Is the project consistent with the Regional Transportation Plan (RTP) / Sustainable Communities Strategy’s (SCS)?
o While the proposed General Plan does forecast growth beyond the RTP/SCS, it is occurring in a manner consistent with the goals of the RTP/SCS in that growth occurs in high density in/near high-quality transit corridors (HQTC). Additionally, the proposed transportation network supports active transportation and the reduction of VMT.

Since it is not clear that the land use changes will reduce VMT/SP, the project is not eligible to be screened from a full VMT analysis. Project and cumulative impacts are assessed below.

Project Level Impact
A project is considered to have a significant impact if the project VMT/SP (for the land use plan) exceeds 15% below the existing total daily VMT/SP for the County. Table 8-1 provides a summary of the VMT impact analysis for project level impacts. A significant impact at the project level is not expected due to the implementation of the project.

Table 8-1: Future Year (2045) VMT Impact Analysis – Project Impact Metric 2045 – With Project
City VMT/SP
2020 – No Project
County VMT/SP
VMT Threshold
15% below
2020 – No Project County VMT/SP
Impact?
VMT/SP 20.3 25.9 22.0 NO
K-92
Attachment 8
1129
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 87 -
Cumulative Impact
A project is considered to have a significant cumulative impact if the project results in a negative effect on VMT/SP at the citywide level (City VMT/SP is higher with the project than without it). Table 8-2 provides a summary of the VMT impact analysis for project level impacts. A significant cumulative impact is not expected due to the implementation of the project.

Table 8-2: Future Year (2045) VMT Impact Analysis – Cumulative Impact Metric 2045 – No Project
City VMT/SP
2045 – With Project
City VMT/SP Impact?
VMT/SP 22.8 20.3 NO
The VMT impact analysis results show that the project is not expected to cause a significant project level or cumulative impact.

8.2 LEVEL OF SERVICE ASSESSMENT
If an intersection is expected to be significantly impacted due to the implementation of the proposed project, mitigation measures are to be identified such that the project impact is mitigated. This is generally accomplished by returning the V/C or Delay to pre-project levels and/or the resulting LOS to an acceptable LOS. This analysis for intersection LOS is provided here only for analysis with regard to MPAH reclassifications and consistency with OCTA's MPAH guidelines. Intersection LOS analysis is no longer required under CEQA, and the deficient LOS values identified here are not considered to be significant environmental impacts.

The cities of Santa Ana, Costa Mesa, Irvine, Fountain Valley, Tustin, and Orange have established LOS D as their minimum acceptable LOS. Caltrans and the OC CMP established LOS C and E as their minimum acceptable LOS, respectively.

Strategies and improvements to provide acceptable intersection LOS are developed in a manner which first considers lower intensity modifications, such as striping modifications, before considering more complex modifications such as signal controls or physical improvements. All strategies and improvements are subject to the approval of the presiding public authority, including funding and implementation. The City of Santa Ana will pursue the development of a Transportation System Improvement Assessment (TSIA) in order to provide funding for the implementation of the full transportation network buildout, including the strategies and improvements identified in this report.

The Future Year (2045) significant impact summary is provided in Table 8-3. Improvements are identified in Table 8-4. Table 8-5 provides a summary of the intersection performance with the implementation of the mitigation measures.

Unacceptable LOS and traffic impacts are expected at the intersections listed below (peak hour / jurisdiction). The intersection impacts were investigated to determine a probable cause for the impact (land use, transportation network, or both). In order to do this, link volumes and intersection LOS were compared for two scenarios: 1) a year 2045 scenario which includes the proposed General Plan land use updates and utilizes the 2045 baseline (No Project) network described in Section 2.6; and 2) the 2045 With Project scenario which includes all proposed General Plan land use updates and transportation network modifications described in Section 2.7. OCTAM volume comparison plots and a LOS comparison table are provided in Appendix G.

K-93
Attachment 8
1130
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 88 -
 INT 3 – Euclid Street and Edinger Avenue (AM peak hour / Fountain Valley) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4. Additionally, the City of Santa will contribute to improvements based on the calculated fair-share percentage presented in Table 8-4.
 INT 13 – Harbor Boulevard and Segerstrom Avenue (AM peak hour / Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report.  INT 34 – Bristol Street and 1st Street (AM and PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 36 – Bristol Street and Warner Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 37 – Bristol Street and Segerstrom Avenue (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of both the proposed land use changes and reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City K-94
Attachment 8
1131
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 89 -
of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 44 – Flower Street 1st Street (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of both the proposed land use changes and reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 46 – Flower Street and Segerstrom Avenue (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of both the proposed land use changes and reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 47 – Flower Street and MacArthur Boulevard (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report.  INT 55 – Main Street and McFadden Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of both the proposed land use changes and reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 56 – Main Street and Edinger Avenue (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.

K-95
Attachment 8
1132
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 90 -
 INT 62 – Santiago Street & Santa Ana Boulevard (AM & PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 63 – Standard Avenue and 4th Street (AM and PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 64 – Standard Avenue and 1st Street (AM and PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 80 – Grand Avenue and Chestnut Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 81 – Grand Avenue and McFadden Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter K-96
Attachment 8
1133
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 91 -
into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 82 – Grand Avenue and Edinger Avenue (PM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 91 – Tustin Street and Fairhaven Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 92 – Tustin Avenue and Santa Clara Avenue (AM peak hour / City of Santa Ana) o The impact at this intersection is expected to occur as a result of the proposed reclassifications. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. As this impact is in part caused by the proposed MPAH reclassifications, OCTA and the City of Santa Ana will enter into a memorandum of understanding (MOU) that describes the timing and triggers for implementation of the improvements identified in Table 8.4.  INT 96 – SR-55 NB Ramps/Del Amo Avenue & Newport Avenue (PM peak hour / Caltrans) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. Additionally, the City of Santa will contribute to improvements based on the calculated fair-share percentage presented in Table 8-4. Additionally, the City of Santa will contribute to improvements based on the calculated fair-share percentage presented in Table 8-4.  INT 98 – Red Hill Avenue and Warner Avenue (PM peak hour / City of Tustin) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. Additionally, the City of Santa will K-97
Attachment 8
1134
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 92 -
contribute to improvements based on the calculated fair-share percentage presented in Table 8-4.
 INT 100 – Red Hill Avenue and Alton Parkway (AM and PM peak hour / City of Irvine) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. Additionally, the City of Santa will contribute to improvements based on the calculated fair-share percentage presented in Table 8-4.
 INT 105 – Von Karman Avenue and Barranca Parkway (PM peak hour / City of Irvine) o The impact at this intersection is expected to occur as a result of the proposed land use changes. Specific improvements to this intersection to address this identified impact are presented in Table 8.4 later in this report. Additionally, the City of Santa will contribute to improvements based on the calculated fair-share percentage presented in Table 8-4.

In addition to assessing intersection impacts, a performance assessment of study roadway segments was conducted in order to determine the potential adverse effects of the project. Although not considered an environmental impact, changes in roadway performance monitored for congestion management and fair-share contribution purposes. Highlighted below is a roadway segment expected to operate beyond capacity in the future 2045 scenarios; improvements are thus required to accomodate forecasted volumes.
 Segment #84 – Dyer Road from Pullman Street to Red Hill Avenue (City of Santa Ana) o This segment is expected to operate at LOS F in both the 2045 No Project and 2045 With Project scenarios. Planned improvements include a widening of this section of Dyer Road in order to accommodate forecasted traffic volumes. As of the time this report is written, the City of Irvine is expected to be fully responsible for the improvements. However, considering the project’s contribution to traffic volumes the City of Santa Ana will provide a fair-share contribution of 23% for future improvements.

Fair-Share Calculation
As noted, the City of Santa Ana will contribute to intersection improvements based on the fair-share contribution to intersection volumes due to the proposed MPAH reclassifications. The fair-share for a given intersection is calculated using the formula shown below and is presented in Table 8-4 for each intersection which is not, or only partially, under the jurisdiction of the City of Santa Ana. Fair-share is the portion of new traffic generated by the project as a percentage of the total change in traffic from the existing year analysis.

𝐹𝑎𝑖𝑟 െ 𝑆ℎ𝑎𝑟𝑒 ሺ%ሻ ൌ ൬ 𝐹𝑢𝑡𝑢𝑟𝑒 𝑊𝑖𝑡ℎ 𝑃𝑟𝑜𝑗𝑒𝑐𝑡 𝑉𝑜𝑙𝑢𝑚𝑒 െ 𝐹𝑢𝑡𝑢𝑟𝑒 𝑁𝑜 𝑃𝑟𝑜𝑗𝑒𝑐𝑡 𝑉𝑜𝑙𝑢𝑚𝑒 𝐹𝑢𝑡𝑢𝑟𝑒 𝑊𝑖𝑡ℎ 𝑃𝑟𝑜𝑗𝑒𝑐𝑡 𝑉𝑜𝑙𝑢𝑚𝑒 െ 𝐸𝑥𝑖𝑠𝑡𝑖𝑛𝑔 𝑁𝑜 𝑃𝑟𝑜𝑗𝑒𝑐𝑡 𝑉𝑜𝑙𝑢𝑚𝑒൰ ൈ 100%

K-98
Attachment 8
1135
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 93 -
Table 8-3: Future Year (2045) LOS Impact Summary
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
1 Euclid Street and Bolsa Avenue AM 0.86 D 0.79 C ‐0.07 NO PM 0.86 D 0.79 C ‐0.07 NO
2 Euclid Street and McFadden Avenue AM 0.98 E 0.91 E ‐0.07 NO PM 0.90 D 0.79 C ‐0.11 NO
3 Euclid Street and Edinger Avenue AM 0.99 E 1.01 F 0.02 YES PM 0.89 D 0.86 D ‐0.03 NO 4 Newhope Street and Hazard Avenue AM 0.78 C 0.60 A ‐0.18 NO PM 0.72 C 0.52 A ‐0.20 NO 5 Newhope Street and McFadden Avenue AM 0.83 D 0.73 C ‐0.10 NO PM 0.78 C 0.68 B ‐0.10 NO 6 Harbor Boulevard and SR‐22 WB Off‐Ramp / Banner Drive AM 28.4 C 28.5 C 0.1 NO / NO * PM 24.2 C 23.8 C ‐0.4 NO / NO * 7 Trask Avenue and SR‐22 EB On‐Ramp AM 12.0 B 11.0 B ‐1.0 NO PM 13.6 B 11.0 B ‐2.6 NO 8 Harbor Boulevard and Westminster Avenue AM 0.99 E 0.94 E ‐0.05 NO PM 0.88 D 0.84 D ‐0.04 NO
9 Harbor Boulevard and 1st Street AM 0.79 C 0.75 C ‐0.04 NO PM 0.78 C 0.75 C ‐0.03 NO
10 Harbor Boulevard and McFadden Avenue AM 0.79 C 0.73 C ‐0.06 NO PM 0.81 D 0.71 C ‐0.10 NO
11 Harbor Boulevard and Edinger Avenue AM 0.84 D 0.86 D 0.02 NO PM 0.73 C 0.72 C ‐0.01 NO 12 Harbor Boulevard and Warner Avenue AM 0.79 C 0.80 C 0.01 NO PM 1.54 F 1.54 F 0.00 NO
13 Harbor Boulevard and Segerstrom Avenue AM 0.97 E 1.01 F 0.04 YES K-99
Attachment 8
1136
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 94 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
PM 0.92 E 0.93 E 0.01 NO
14 Hyland Avenue / OCTA Bus Base and MacArthur Boulevard AM 0.61 B 0.62 B 0.01 NO PM 0.92 E 0.89 D ‐0.03 NO 15 Harbor Boulevard and MacArthur Boulevard AM 0.74 C 0.75 C 0.01 NO PM 0.78 C 0.79 C 0.01 NO
16 Harbor Boulevard and Sunflower Avenue AM 0.70 B 0.71 C 0.01 NO PM 0.72 C 0.71 C ‐0.01 NO
17 Harbor Boulevard and I‐405 NB Off‐Ramp AM 18.0 B 17.9 B ‐0.1 NO / NO * PM 18.3 B 18.8 B 0.5 NO / NO * 18 Harbor Boulevard and I‐405 SB Off‐Ramp AM 15.0 B 15.0 B 0.0 NO / NO * PM 17.9 B 18.1 B 0.2 NO / NO * 19 Fairview Street and Civic Center Drive AM 0.74 C 0.68 B ‐0.06 NO PM 0.76 C 0.71 C ‐0.05 NO
20 Fairview Street and 1st Street AM 0.86 D 0.89 D 0.03 NO PM 0.90 D 0.89 D ‐0.01 NO
21 Fairview Street and McFadden Avenue AM 0.80 C 0.80 C 0.00 NO PM 0.78 C 0.68 B ‐0.10 NO
22 Fairview Street and Edinger Avenue AM 0.86 D 0.88 D 0.02 NO PM 0.92 E 0.92 E 0.00 NO 23 Fairview Street and Warner Avenue AM 0.82 D 0.85 D 0.03 NO PM 0.80 C 0.81 D 0.01 NO
24 Fairview Street and MacArthur Boulevard AM 0.68 B 0.69 B 0.01 NO PM 0.77 C 0.76 C ‐0.01 NO
25 Fairview Road and Sunflower Avenue AM 0.70 B 0.69 B ‐0.01 NO PM 0.72 C 0.69 B ‐0.03 NO
26 Greenville Street and Edinger Avenue AM 0.77 C 0.74 C ‐0.03 NO PM 0.60 A 0.65 B 0.05 NO K-100
Attachment 8
1137
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 95 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
27 Greenville Street and Segerstrom Avenue AM 0.84 D 0.88 D 0.04 NO PM 0.78 C 0.80 C 0.02 NO 28 Raitt Street and McFadden Avenue AM 0.78 C 0.70 B ‐0.08 NO PM 0.76 C 0.68 B ‐0.08 NO
29 Raitt Street and Edinger Avenue AM 0.99 E 0.93 E ‐0.06 NO PM 0.99 E 0.99 E 0.00 NO 30 Bear Street and MacArthur Boulevard AM 0.71 C 0.76 C 0.05 NO PM 0.85 D 0.90 D 0.05 NO
31 Bristol Street and 17th Street AM 0.87 D 0.85 D ‐0.02 NO PM 0.82 D 0.81 D ‐0.01 NO
32 Bristol Street and Civic Center Drive AM 0.94 E 0.93 E ‐0.01 NO PM 0.91 E 0.90 D ‐0.01 NO
33 Bristol Street and Santa Ana Boulevard AM 0.81 D 0.72 C ‐0.09 NO PM 0.85 D 0.73 C ‐0.12 NO
34 Bristol Street and 1st Street AM 0.77 C 0.90 D 0.13 NO PM 0.83 D 0.97 E 0.14 YES
35 Bristol Street and McFadden Avenue AM 0.96 E 0.95 E ‐0.01 NO PM 1.03 F 0.89 D ‐0.14 NO
36 Bristol Street and Warner Avenue AM 0.92 E 0.96 E 0.04 YES PM 0.85 D 0.87 D 0.02 NO
37 Bristol Street and Segerstrom Avenue AM 0.81 D 0.85 D 0.04 NO PM 0.87 D 0.92 E 0.05 YES 38 Bristol Street and Alton Avenue AM 0.55 A 0.55 A 0.00 NO PM 0.63 B 0.58 A ‐0.05 NO
39 Bristol Street and MacArthur Boulevard AM 0.70 B 0.76 C 0.06 NO PM 0.77 C 0.80 C 0.03 NO
40 Bristol Street and Sunflower Avenue AM 0.65 B 0.68 B 0.03 NO K-101
Attachment 8
1138
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 96 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
PM 0.69 B 0.74 C 0.05 NO
41 Bristol Street and I‐405 NB Ramps AM 20.8 C 20.9 C 0.1 NO PM 28.5 C 29.0 C 0.5 NO 42 Bristol Street and I‐405 SB Ramps AM 23.9 C 23.6 C ‐0.3 NO PM 18.3 B 18.2 B ‐0.1 NO 43 Flower Street and Santa Ana Boulevard AM 0.81 D 0.59 A ‐0.22 NO PM 0.86 D 0.67 B ‐0.19 NO
44 Flower Street and 1st Street AM 0.93 E 0.93 E 0.00 NO PM 0.88 D 1.22 F 0.34 YES
45 Flower Street and McFadden Avenue AM 0.90 D 0.81 D ‐0.09 NO PM 1.04 F 0.97 E ‐0.07 NO
46 Flower Street and Segerstrom Avenue AM 0.78 C 0.82 D 0.04 NO PM 0.87 D 0.92 E 0.05 YES 47 Flower Street and MacArthur Boulevard AM 0.68 B 0.71 C 0.03 NO PM 0.90 D 0.91 E 0.01 YES
48 Main Street and La Veta Avenue AM 0.59 A 0.54 A ‐0.05 NO PM 0.70 B 0.76 C 0.06 NO
49 Main Street and Mainplace Drive / Memory Lane AM 0.51 A 0.46 A ‐0.05 NO PM 0.56 A 0.50 A ‐0.06 NO 50 Main Street and 17th Street AM 0.88 D 0.85 D ‐0.03 NO PM 0.76 C 0.80 C 0.04 NO
51 Main Street and Civic Center Drive AM 0.78 C 0.85 D 0.07 NO PM 0.97 E 0.86 D ‐0.11 NO
52 Main Street and Santa Ana Boulevard AM 0.93 E 0.79 C ‐0.14 NO PM 0.79 C 0.70 B ‐0.09 NO
53 Main Street and 4th Street AM 0.41 A 0.44 A 0.03 NO PM 0.45 A 0.47 A 0.02 NO
K-102
Attachment 8
1139
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 97 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
54 Main Street and 1st Street AM 0.68 B 0.75 C 0.07 NO PM 0.74 C 0.80 C 0.06 NO
55 Main Street and McFadden Avenue AM 0.89 D 0.92 E 0.03 YES PM 0.93 E 0.94 E 0.01 NO
56 Main Street and Edinger Avenue AM 0.80 C 0.88 D 0.08 NO PM 0.87 D 0.98 E 0.11 YES 57 Main Street and MacArthur Boulevard AM 0.68 B 0.72 C 0.04 NO PM 0.75 C 0.78 C 0.03 NO
58 Penn Way and 17th Street AM 12.2 B 12.1 B ‐0.1 NO PM 25.5 C 20.3 C ‐5.2 NO 59 Santiago Street / I‐5 NB Ramps and 17th Street AM 30.0 C 31.4 C 1.4 NO PM 19.0 B 20.3 C 1.3 NO 60 Penn Way and I‐5 SB Ramps AM 21.2 C 19.5 B ‐1.7 NO PM 23.0 C 22.8 C ‐0.2 NO 61 Santiago Street and Civic Center Drive AM 159.2 F 62.6 F ‐96.6 NO PM 110.0 F 27.6 D ‐82.4 NO 62 Santiago Street and Santa Ana Boulevard AM 1.04 F 1.44 F 0.40 YES PM 1.02 F 1.41 F 0.39 YES 63 Standard Avenue and 4th Street AM 0.94 E 1.34 F 0.40 YES PM 0.89 D 1.34 F 0.45 YES
64 Standard Avenue and 1st Street AM 0.98 E 1.52 F 0.54 YES PM 0.97 E 1.48 F 0.51 YES
65 Standard Avenue and McFadden Avenue AM 0.85 D 0.84 D ‐0.01 NO PM 0.83 D 0.77 C ‐0.06 NO
66 Halladay Street and Warner Avenue AM 0.78 C 0.69 B ‐0.09 NO PM 0.97 E 0.82 D ‐0.16 NO 67 Halladay Street and Dyer Road AM 0.77 C 0.67 B ‐0.10 NO K-103
Attachment 8
1140
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 98 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
PM 1.06 F 0.95 E ‐0.11 NO
68 SR‐55 SB Ramps and MacArthur Boulevard AM 19.9 B 20.2 C 0.3 NO PM 17.8 B 18.4 B 0.6 NO 69 SR‐55 NB Ramps and MacArthur Boulevard AM 19.3 B 19.5 B 0.2 NO PM 14.6 B 16.2 B 1.6 NO 70 SR‐55 SB Ramps and Dyer Road AM 25.7 C 25.9 C 0.2 NO PM 26.5 C 26.5 C 0.0 NO 71 Glassell Street and La Veta Avenue AM 0.80 C 0.83 D 0.03 NO PM 0.74 C 0.77 C 0.03 NO
72 Glassell Street and SR‐22 WB Ramps AM 32.6 C 30.1 C ‐2.5 NO PM 30.5 C 33.4 C 2.9 NO 73 Glassell Street / Grand Avenue and SR‐22 EB Ramps AM 30.6 C 29.6 C ‐1.0 NO PM 31.6 C 31.8 C 0.2 NO 74 Grand Avenue and Fairhaven Avenue AM 0.61 B 0.57 A ‐0.04 NO PM 0.72 C 0.67 B ‐0.05 NO
75 Grand Avenue and Santa Clara Avenue AM 0.84 D 0.80 C ‐0.04 NO PM 0.81 D 0.73 C ‐0.08 NO
76 Grand Avenue and 17th Street AM 0.79 C 0.86 D 0.07 NO PM 0.86 D 0.85 D ‐0.01 NO
77 Grand Avenue and I‐5 NB Ramps AM 13.2 B 15.3 B 2.1 NO PM 10.1 B 11.3 B 1.2 NO 78 Grand Avenue and Santa Ana Boulevard AM 26.0 C 26.3 C 0.3 NO PM 25.3 C 28.5 C 3.2 NO
79 Grand Avenue and 1st Street AM 0.74 C 0.83 D 0.09 NO PM 0.73 C 0.72 C ‐0.01 NO
80 Grand Avenue and Chestnut Avenue AM 0.70 B 0.94 E 0.24 YES PM 0.69 B 0.78 C 0.09 NO
K-104
Attachment 8
1141
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 99 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
81 Grand Avenue and McFadden Avenue AM 0.89 D 1.01 F 0.12 YES PM 0.82 D 0.81 D ‐0.01 NO
82 Grand Avenue and Edinger Avenue AM 0.84 D 0.90 D 0.06 NO PM 1.00 E 1.08 F 0.08 YES 83 Grand Avenue and Warner Avenue AM 0.61 B 0.66 B 0.05 NO PM 0.83 D 0.90 D 0.07 NO
84 SR‐55 NB Ramps and Dyer Road AM 17.1 B 17.3 B 0.2 NO PM 5.7 A 6.0 A 0.3 NO 85 Cambridge Street and La Veta Avenue AM 31.6 D 23.4 C ‐8.2 NO PM 19.7 C 26.1 D 6.4 NO 86 Cambridge Street and Fairhaven Avenue AM 0.56 A 0.62 B 0.06 NO PM 0.45 A 0.53 A 0.08 NO 87 Mabury Street and 1st Street AM 27.4 C 27.4 C 0.0 NO / NO * PM 27.1 C 27.2 C 0.1 NO / NO * 88 Tustin Street and La Veta Avenue AM 0.45 A 0.36 A ‐0.09 NO PM 0.38 A 0.34 A ‐0.04 NO
89 Tustin Street and SR‐22 WB On‐Ramp AM 12.2 B 13.2 B 1.0 NO PM 11.1 B 7.7 A ‐3.4 NO 90 Tustin Street and SR‐22 EB Off‐Ramp / Seba Avenue AM 25.0 C 23.8 C ‐1.2 NO PM 23.1 C 23.3 C 0.2 NO 91 Tustin Street and Fairhaven Avenue AM 1.20 F 1.24 F 0.04 YES PM 0.69 B 0.76 C 0.07 NO
92 Tustin Avenue and Santa Clara Avenue AM 1.04 F 1.10 F 0.06 YES PM 0.71 C 0.78 C 0.07 NO
93 Tustin Avenue and 17th Street AM 0.91 E 0.81 D ‐0.10 NO PM 0.80 C 0.74 C ‐0.06 NO
94 Tustin Avenue and 4th Street AM 0.83 D 0.79 C ‐0.04 NO K-105
Attachment 8
1142
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 100 -
ID INTERSECTION PEAK HOUR 2045 No Project 2045 With Project DELTA LOS IMPACT? V/C or Delay LOS V/C or Delay LOS
PM 0.71 C 0.78 C 0.07 NO
95 SR‐55 SB Ramps / Auto Mall Drive and Edinger Avenue AM 25.2 C 25.1 C ‐0.1 NO / NO * PM 25.5 C 25.4 C ‐0.1 NO / NO * 96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue AM 25.4 C 25.6 C 0.2 NO PM 39.1 D 46.2 D 7.1 YES 97 Red Hill Avenue and Edinger Avenue AM 0.61 B 0.62 B 0.01 NO PM 0.85 D 0.87 D 0.02 NO 98 Red Hill Avenue and Warner Avenue AM 0.56 A 0.58 A 0.02 NO PM 0.88 D 0.95 E 0.07 YES
99 Red Hill Avenue and Barranca Parkway AM 0.55 A 0.58 A 0.03 NO PM 0.54 A 0.59 A 0.05 NO 100 Red Hill Avenue and Alton Parkway AM 0.86 D 0.93 E 0.07 YES PM 1.18 F 1.49 F 0.31 YES 101 Red Hill Avenue and MacArthur Boulevard AM 0.69 B 0.71 C 0.02 NO PM 0.70 B 0.72 C 0.02 NO
102 Red Hill Avenue and Main Street AM 0.72 C 0.73 C 0.01 NO PM 0.81 D 0.84 D 0.03 NO
103 I‐5 SB Ramps and Santa Ana Boulevard AM 17.4 B 17.8 B 0.4 NO PM 18.4 B 19.9 B 1.5 NO 104 Tustin Ranch Road and Warner Avenue AM 0.52 A 0.53 A 0.01 NO PM 0.65 B 0.67 B 0.02 NO
105 Von Karman Avenue and Barranca Parkway AM 0.93 E 0.93 E 0.00 NO PM 1.23 F 1.28 F 0.05 YES *Intersection is a Caltrans intersection and also part of OC CMP; XX/YY denotes LOS impacts per Caltrans/CMP impact criteria, respectively.

K-106
Attachment 8
1143
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 101 -
Table 8-4: LOS Improvement Measures
ID INTERSECTION IMPROVEMENT
3 Euclid Street and
Edinger Avenue
 Alternative 1
o Convert the WB right‐turn lane into a shared thru‐right.  Alternative 2
o Add EB‐LT lane.
 Alternative 3
o Add LT lane for EB and WB directions.
 Fair‐Share: 9.0% (AM)
13 Harbor Boulevard and
Segerstrom Avenue
 Add a second WB left‐turn lane.
 Change WB and EB left‐turn control to protected.
34 Bristol Street and
1st Street
 Maintain 2045 NP configuration for WB approach.
o WB approach to be:  1L, 2T, 1TR
 Add EB right‐turn pocket.
36 Bristol Street and
Warner Avenue  Feasible improvements could not be identified. 37 Bristol Street and
Segerstrom Avenue
 Maintain 2045 NP configurations for EB/WB approaches. o EB/WB approaches to be:  1LT, 2T, 1TR
 Add NB right‐turn pocket.
44 Flower Street and
1st Street
 Maintain 2045 NP configurations for NB approach.
o NB approach to be:  1L, 2T, 1R
46 Flower Street and
Segerstrom Avenue  Feasible improvements could not be identified. 47 Flower Street and
MacArthur Boulevard  Feasible improvements could not be identified. 55 Main Street and
McFadden Avenue  Feasible improvements could not be identified. 56 Main Street and
Edinger Avenue  Feasible improvements could not be identified. 62 Santiago Street and
Santa Ana Boulevard  Feasible improvements could not be identified.

K-107
Attachment 8
1144
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 102 -
ID INTERSECTION IMPROVEMENT
63 Standard Avenue and
4th Street
 Maintain 2045 NP conditions.
o NB / SB to be:  1L, 1T, 1R
o EB / WB to be:  1L, 1T, 1TR
64 Standard Avenue and
1st Street  Feasible improvements could not be identified. 80 Grand Avenue and
Chestnut Avenue  Feasible improvements could not be identified. 81 Grand Avenue and
McFadden Avenue
 Maintain 2045 NP configuration for EB approach
o EB approach to be:  1L, 1T, 1TR
82 Grand Avenue and
Edinger Avenue  Feasible improvements could not be identified. 91 Tustin Street and
Fairhaven Avenue
 Maintain 2045 NP lane configurations for EB and WB
approaches
o EB approach to be:  1L, 1T, 1TR
o WB approach to be: 1L, 1T, 1R
92 Tustin Avenue and
Santa Clara Avenue
 Maintain 2045 NP lane configurations for EB and WB
approaches.
o EB and WB approaches to be:  1L, 1T, 1TR
96 SR‐55 NB Ramps / Del
Amo Avenue and
Newport Avenue
 Add a second SB right‐turn lane.
 Fair‐Share: 10.6% (PM)
98 Red Hill Avenue and
Warner Avenue
 Add a left‐turn lane to the EB approach.
 Fair‐Share: 17.3% (PM)
100 Red Hill Avenue and
Alton Parkway
 Add a NB thru lane.
 Add a left‐turn lane and a shared thru‐right to the EB approach.
 Convert the WB right‐turn lane into a shared thru‐right.  Fair‐Share: 21.0% (AM) / 34.7% (PM)
105 Von Karman Avenue and
Barranca Parkway
 Convert one (1) WB thru lane into a shared thru‐right.  Fair‐Share: 14.1% (PM)
K-108
Attachment 8
1145
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 103 -
Table 8-5: Future Year (2045) With Project – Mitigated Impact Summary ID INTERSECTION PEAK HOUR
2045
No Project
2045
With Project DELTA IMPACT?
2045
With Project – Mit. DELTA IMPACT? V/C or
Delay LOS V/C or Delay LOS V/C or Delay LOS
3 Euclid Street and Edinger Avenue (with Alternative 1 measure) AM 0.99 E 1.01 F 0.02 YES 1.00 E 0.01 NO PM 0.89 D 0.86 D ‐0.03 NO 0.80 D ‐0.09 NO 3 Euclid Street and Edinger Avenue (with Alternative 2 measure) AM 0.99 E 1.01 F 0.02 YES 1.00 E 0.01 NO PM 0.89 D 0.86 D ‐0.03 NO 0.82 D ‐0.07 NO 3 Euclid Street and Edinger Avenue (with Alternative 3 measure) AM 0.99 E 1.01 F 0.02 YES 0.97 E ‐0.02 NO PM 0.89 D 0.86 D ‐0.03 NO 0.82 D ‐0.07 NO 13 Harbor Boulevard and Segerstrom Avenue AM 0.97 E 1.01 F 0.04 YES 0.96 E ‐0.01 NO PM 0.92 E 0.93 E 0.01 NO 0.93 E 0.01 NO34 Bristol Street and 1st Street AM 0.77 C 0.90 D 0.13 NO 0.79 C 0.02 NO PM 0.83 D 0.97 E 0.14 YES 0.87 D 0.04 NO
36 Bristol Street and Warner Avenue AM 0.92 E 0.96 E 0.04 YES 0.96 E 0.04 YES PM 0.85 D 0.87 D 0.02 NO 0.87 D 0.02 NO
37 Bristol Street and Segerstrom Avenue AM 0.81 D 0.85 D 0.04 NO 0.81 D 0.00 NO PM 0.87 D 0.92 E 0.05 YES 0.87 D 0.00 NO44 Flower Street and 1st Street AM 0.93 E 0.93 E 0.00 NO 0.93 E 0.00 NO PM 0.88 D 1.22 F 0.34 YES 0.92 E 0.04 YES
46 Flower Street and Segerstrom Avenue AM 0.78 C 0.82 D 0.04 NO 0.82 D 0.04 NO PM 0.87 D 0.92 E 0.05 YES 0.92 E 0.05 YES47 Flower Street and Macarthur Boulevard AM 0.68 B 0.71 C 0.03 NO 0.71 C 0.03 NO PM 0.90 D 0.91 E 0.01 YES 0.91 E 0.01 YES55 Main Street and McFadden Avenue AM 0.89 D 0.92 E 0.03 YES 0.92 E 0.03 YES PM 0.93 E 0.94 E 0.01 NO 0.94 E 0.01 NO56 Main Street and Edinger Avenue AM 0.80 C 0.88 D 0.08 NO 0.88 D 0.08 NO PM 0.87 D 0.98 E 0.11 YES 0.98 E 0.11 YES K-109
Attachment 8
1146
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 104 -
ID INTERSECTION PEAK HOUR
2045
No Project
2045
With Project DELTA IMPACT?
2045
With Project – Mit. DELTA IMPACT? V/C or
Delay LOS V/C or Delay LOS V/C or Delay LOS
62 Santiago Street and Santa Ana Boulevard AM 1.04 F 1.44 F 0.40 YES 1.44 F 0.40 YES PM 1.02 F 1.41 F 0.39 YES 1.41 F 0.39 YES63 Standard Avenue and 4th Street AM 0.94 E 1.34 F 0.40 YES 1.06 F 0.12 YES PM 0.89 D 1.34 F 0.45 YES 1.03 F 0.14 YES
64 Standard Avenue and 1st Street AM 0.98 E 1.52 F 0.54 YES 1.52 F 0.54 YES PM 0.97 E 1.48 F 0.51 YES 1.48 F 0.51 YES
80 Grand Avenue and Chestnut Avenue AM 0.70 B 0.94 E 0.24 YES 0.94 E 0.24 YES PM 0.69 B 0.78 C 0.09 NO 0.78 C 0.09 NO81 Grand Avenue and McFadden Avenue AM 0.89 D 1.01 F 0.12 YES 0.86 D ‐0.03 NO PM 0.82 D 0.81 D ‐0.01 NO 0.81 D ‐0.01 NO82 Grand Avenue and Edinger Avenue AM 0.84 D 0.90 D 0.06 NO 0.90 D 0.06 NO PM 1.00 E 1.08 F 0.08 YES 1.08 F 0.08 YES91 Tustin Street and Fairhaven Avenue AM 1.20 F 1.24 F 0.04 YES 1.06 F ‐0.14 NO PM 0.69 B 0.76 C 0.07 NO 0.64 B ‐0.05 NO92 Tustin Avenue and Santa Clara Avenue AM 1.04 F 1.10 F 0.06 YES 0.94 E ‐0.10 NO PM 0.71 C 0.78 C 0.07 NO 0.68 B ‐0.03 NO96 SR‐55 NB Ramps / Del Amo Avenue and Newport Avenue AM 25.4 C 25.6 C 0.2 NO 24.4 C ‐1.0 NO PM 39.1 D 46.2 D 7.1 YES 28.5 C ‐10.6 NO98 Red Hill Avenue and Warner Avenue AM 0.56 A 0.58 A 0.02 NO 0.56 A 0.00 NO PM 0.88 D 0.95 E 0.07 YES 0.80 D ‐0.08 NO 100 Red Hill Avenue and Alton Parkway AM 0.86 D 0.93 E 0.07 YES 0.68 B ‐0.18 NO PM 1.18 F 1.49 F 0.31 YES 1.28 F 0.10 YES105 Von Karman Avenue and Barranca Parkway AM 0.93 E 0.93 E 0.00 NO 0.93 E 0.00 NO PM 1.23 F 1.28 F 0.05 YES 1.24 F 0.01 NO K-110
Attachment 8
1147
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 105 -
As shown in Table 8-5, impacts are expected to remain at the following intersections:
 INT 36 – Bristol Street and Warner Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM peak hour.  INT 44 – Flower Street and 1st Street (City of Santa Ana) o A mitigation measure was developed but only resulted in partial mitigation of the impact. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the PM peak hour.
 INT 46 – Flower Street and Segerstrom Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the PM peak hour.  INT 47 – Flower Street and Segerstrom Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the PM peak hour.  INT 55 – Main Street and McFadden Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM peak hour.  INT 56 – Main Street and Edinger Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the PM peak hour.  INT 62 – Santiago Street and Santa Ana Boulevard (City of Santa Ana) o Due to limited right-of-way and the implementation of the OC Streetcar, a mitigation measure was developed but only resulted in partial mitigation of the impact. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM and PM peak hours.
 INT 63 – Standard Avenue and 4th Street (City of Santa Ana) o A mitigation measure was developed but only resulted in partial mitigation of the impact. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM and PM peak hours.

K-111
Attachment 8
1148
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 106 -
 INT 64 – Standard Avenue and 1st Street (City of Santa Ana) o Due to limited right-of-way and the planned implementation of the bike lanes along both Standard Avenue and First Street, no feasible improvements were identified.The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM and PM peak hours.
 INT 80 – Grand Avenue and Chestnut Avenue (City of Santa Ana) o Due to limited right-of-way and the planned implementation of the bike lanes along Chestnut Avenue, no feasible improvements were identified. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the AM peak hour.  INT 82 – Grand Avenue and Edinger Avenue (City of Santa Ana) o Due to limited right-of-way, feasible improvements could not be developed. The LOS cannot be returned to an acceptable LOS; the impact is to remain in the PM peak hour.  INT 100 – Red Hill Avenue and Alton Parkway (City of Irvine) o Due to limited right-of-way, a mitigation measure was developed and resulted in mitigating the impacts in the AM peak hour only. The LOS cannot be returned to an acceptable LOS in the PM peak hour; additionally, the impact is to remain in the PM peak hour.

K-112
Attachment 8
1149
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 107 -

9.0 Conclusions
This traffic analysis report has been prepared in support of the General Plan Update (GPU) Draft Program Environmental Impact Report (PEIR) for the City of Santa Ana and to assess requested changes to the Orange County Transportation Authority’s (OCTA) Master Plan of Arterial Highways (MPAH) by the City of Santa Ana. The purpose of this study is to identify traffic impacts due to the implementation of the proposed project (General Plan update). This study was prepared in conformance with CEQA guidelines and in consultation with the OPR Technical Advisory as well as the traffic impact analysis guidelines for the City of Santa Ana and local jurisdictions. CEQA identifies VMT as the preferred metric for identifying environmental impacts. However, intersection impacts and roadway LOS are also evaluated in order to address local network performance. A summary of the analysis is provided below.

9.1 VMT IMPACT ANALYSIS
A VMT analysis was conducted to determine impacts due to the implementation of the project. The project was evaluated to determine the potential project level and cumulative impacts.

A project is considered to have a significant impact at the project level if the project VMT/SP (for the land use plan) exceeds 15% below the existing total daily VMT/SP for the County. The VMT impact threshold (15% below the 2020 – No Project County VMT/SP) is 22.0 VMT/SP. The project resulted in a 2045 – With Project City VMT/SP of 20.3 VMT/SP. Thus, the project does not result in a project level VMT impact.

A project is considered to have a significant cumulative impact if the project results in a negative effect on VMT/SP at the citywide level (City VMT/SP is higher with the project than without it). The VMT impact threshold (2045 – No Project City VMT/SP) is 22.8 VMT/SP. The project resulted in a 2045 – With Project City VMT/SP of 20.3 VMT/SP. The project does not result in a negative impact on citywide VMT, therefore does not result in a cumulative impact.

9.2 INTERSECTION LOS ANALYSIS
An intersection impact analysis was conducted in order to determine projects impacts related to the OCTA MPAH and City-level LOS guidelines at study intersections. It should be noted that intersection impacts may be identified but are not indicative of an environmental impact, per CEQA. Significant impacts are expected at twenty-four (24) study intersections for the Future year (2045) With Project scenario. Mitigation of the impacts is not required for CEQA conformance, but measures were developed to address local network performance. All mitigation measures are subject to the approval of the presiding public authority, including funding and implementation. The City of Santa Ana will update its Transportation System Improvement Assessment (TSIA) in order to provide funding for the implementation of the City of Santa Ana Circulation Element Transportation Network buildout. For mitigation measures in adjoining jurisdictions, the City of Santa Ana will contribute to the fairshare of the corresponding mitigation measures.

All identified impacts are expected to be mitigated with the exception of:
 INT 36 – Bristol Street and Warner Avenue (City of Santa Ana)  INT 44 – Flower Street and 1st Street (City of Santa Ana)  INT 46 – Flower Street and Segerstrom Avenue (City of Santa Ana)  INT 47 – Flower Street and Segerstrom Avenue (City of Santa Ana)  INT 55 – Main Street and McFadden Avenue (City of Santa Ana) K-113
Attachment 8
1150
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 108 -
 INT 56 – Main Street and Edinger Avenued (City of Santa Ana)  INT 62 – Santiago Street and Santa Ana Boulevard (City of Santa Ana)  INT 63 – Standard Avenue and 4th Street (City of Santa Ana)  INT 64 – Standard Avenue and 1st Street (City of Santa Ana)  INT 80 – Grand Avenue and Chestnut Avenue (City of Santa Ana)  INT 82 – Grand Avenued and Alton Parkway (City of Santa Ana)  INT 100 – Red Hill Avenue and Alton Parkway (City of Irvine)

9.3 ROADWAY LOS
Roadway LOS was assessed to determine conformance with the City of Santa Ana MPSH minimum level of service requirements. Eleven study roadways currently operate at an unacceptable LOS.

Thirteen study roadways are expected to operate at an unacceptable LOS in the Future Year (2045) No Project scenario. Eight roadways are expected to operate at an unacceptable LOS in the Future Year (2045) With Project scenario. Although the LOS exceeds the standard established in the Circulation Element, physical improvements are not feasible due to right-of-way constraints.

K-114
Attachment 8
1151
Santa Ana General Plan Update Traffic Impact Study – Final Draft - 109 -

10.0 Appendices
 APPENDIX A – LANE GEOMETRIES
 APPENDIX B – INTERSECTION VOLUMES
 APPENDIX C – OCTAM VOLUME PLOTS
 APPENDIX D – ANALYSIS WORKSHEETS
 APPENDIX E – MITIGATION WORKSHEETS
 APPENDIX F – VMT CALCULATIONS
 APPENDIX G – OCTAM 2045 VOLUME COMPARISON PLOTS
 APPENDIX H - COUNTS
K-115
Attachment 8
1152

APPENDIX A

LANE GEOMETRIES
K-116
Attachment 8
1153
APPENDIX A.1
LANE GEOMETRIES – 2020 NP
K-117
Attachment 8
1154
2020 NP AM Peak Hour Mon Oct 26, 2020 11:27:39 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2020 NP AM Peak Hour
Command: Default Command
Volume: 2020 NP AM
Geometry: NP
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-118
Attachment 8
1155
2020 NP AM Peak Hour Mon Oct 26, 2020 11:27:40 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Lane Geometry Report
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
1 Euclid St and 1st St 102100 102100 102100 102100
2 Euclid St and McFadden Ave 102100 102100 101100 101100 3 Euclid St and Edinger Ave 202100 202100 102010 102010 4 Newhope St and Hazard Ave 101100 101100 101100 101100 5 Newhope St and McFadden Ave 101100 101100 101100 101100 6 Harbor Blvd and SR-22 WB Off-Ramp / 103000 002100 000001 110010 7 Trask Avenue and SR-22 EB On-Ramp 000000 000000 201000 001100 8 Harbor Blvd and Westminster Ave 103010 103010 102100 103010 9 Harbor Blvd and 1st St 103010 103010 202100 202100
10 Harbor Blvd and McFadden Ave 203010 202100 101100 101100 11 Harbor Blvd and Edinger Ave 203010 203010 202100 203010 12 Harbor Blvd and Warner Ave 202100 203010 203010 203010 13 Harbor Blvd and Segerstrom Ave 202100 102100 101100 102010 14 MacArthur Blvd and Hyland Ave 200100 101010 103010 103010 15 MacArthur Blvd and Harbor Blvd 203010 203010 103010 103010 16 Harbor Blvd and Sunflower Ave 203010 203010 101100 110100 17 Harbor Blvd and I-405 WB Off-Ramp 004000 004000 000000 100011 18 Harbor Blvd and I-405 EB Off-Ramp 003010 004000 100011 000000 19 Fairview St and Civic Center Dr 102100 102100 010100 110010 20 Fairview St and 1st St 103010 102100 102100 102100
21 Fairview St and McFadden Ave 103010 103010 101100 101100 22 Fairview St and Edinger Ave 202100 202100 202100 202100 23 Fairview St and Warner Ave 202100 202100 202100 202100 24 Fairview St and MacArthur Blvd 202100 203010 203010 203010 25 Fairview Rd and Sunflower Ave 203010 202100 201100 202010 26 Greenville St and Edinger Ave 100010 000000 002100 102000 27 Greenville St and Segerstrom Ave 101100 101010 101100 101100 28 Raitt St and McFadden Ave 101100 101100 101100 101100 29 Raitt St and Edinger Ave 101100 101100 101100 101100 30 Bear St and MacArthur Blvd 102010 102010 102100 102100 31 Bristol St and 17th St 203010 203010 202100 203010
32 Bristol St and Civic Center Dr 102100 102100 101100 101100 33 Bristol St and Santa Ana Blvd 102100 102100 101100 101100 34 Bristol St and 1st St 203010 203010 102100 102100
35 Bristol St and McFadden Ave 103010 103010 101100 101100 36 Bristol St and Warner Ave 202010 202100 103010 103010 37 Bristol St and Segerstrom Ave 102100 102100 101100 101100 38 Bristol St and Alton Ave 102100 103010 101100 100100 39 Bristol St and MacArthur Blvd 203010 202100 203010 203010 40 Bristol St and Sunflower Ave 202110 203010 202110 203010 41 Bristol St and I-405 WB Ramps 004010 004100 000020 111020 42 Bristol St and I-405 EB Ramps 104000 002110 300010 000000 43 Flower St and Santa Ana Blvd 102010 102010 103010 102010 44 Flower St and 1st St 102010 101100 102100 102100
45 Flower St and McFadden Ave 100100 100100 100100 100100 46 Flower St and Segerstrom Ave 101100 101100 101100 101100 47 Flower St and MacArthur Blvd 101100 101100 102100 102100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-119
Attachment 8
1156
2020 NP AM Peak Hour Mon Oct 26, 2020 11:27:40 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
48 Main St and La Veta Ave 203010 202100 202100 202010
49 Main St and Mainplace Dr / Memory L 202100 202100 202100 202010 50 Main St and 17th St 202010 201100 202100 202100
51 Main St and Civic Center Dr 101100 101100 101100 101100 52 Main St and Santa Ana Blvd 102000 001100 000000 011100 53 Main St and 4th St 001100 001100 000100 000100
54 Main St and 1st St 101100 102010 102100 102100
55 Main St and McFadden Ave 101100 101100 100100 101010 56 Main St and Edinger Ave 101100 101100 102010 102100
57 Main St and MacArthur Blvd 203010 203010 203010 203010 58 Penn Wy and 17th St 200020 000000 002100 103000
59 I-5 NB Off Ramps/17th Street 110010 100010 103010 002100 60 Penn Wy and I-5 SB Ramps 002010 202000 000000 100020 61 Santiago St and Civic Center Dr 100100 100100 010010 000001 62 Santiago St and Santa Ana Blvd 101010 101010 101100 102010 64 Standard Ave and 1st St 100100 000001 101100 101100
65 Standard Ave and Mcfadden Ave 101100 101100 101100 101100 66 Halladay St and Warner Ave 100010 000000 001100 011000 67 Halladay St and Dyer Rd 100100 100100 102100 102100
68 SR-55 SB Ramps and MacArthur Blvd 000000 200020 002110 003010 69 SR-55 NB Ramps and MacArthur Blvd 200010 000000 002020 003010 70 SR-55 SB Ramps and Dyer Rd 110020 011010 103010 203010 71 Glassell St and La Veta Ave 201010 101100 101010 101100 72 Glassell St and SR-22 WB Ramps 102000 002010 000000 100011 73 Grand Ave / Glassell St and SR-22 E 002010 102000 100011 000000 74 Grand Ave and Fairhaven Ave 102100 102010 101100 101010 75 Grand Ave and Santa Clara Ave 102100 101100 100100 101010 76 Grand Ave and 17th St 102100 102010 202100 202100
77 Grand Ave and I-5 NB Ramps 002010 103000 000000 200010 78 Grand Ave and Santa Ana Blvd 102100 102020 201020 010100 79 Grand Ave and 1st St 202100 203010 202100 201100
80 Grand Ave and Chestnut Ave 102100 102100 101100 101100 81 Grand Ave and McFadden Ave 102100 102100 101100 101100 82 Grand Ave and Edinger Ave 102100 102100 102100 102100 83 Grand Ave and Warner Ave 102100 102100 203010 202010 84 SR-55 NB Ramps and Dyer Rd 100011 000000 003010 002100 85 Cambridge St and La Veta Ave 101000 001010 100010 000000 86 Cambridge St and Fairhaven Ave 000000 100010 102000 001100 87 Mabury St and 1st Street 100010 100011 002100 102100 88 Tustin St and La Veta Ave 102100 102100 101100 110010 89 Tustin St and SR-22 WB On-Ramp 202000 002100 000000 000000 90 Tustin St and SR-22 EB Off-Ramp / S 002100 103000 100011 000001 91 Tustin Ave and Fairhaven Ave 202100 202100 101100 101010 92 Tustin Ave and Santa Clara Ave 102100 202100 101100 101100 93 Tustin Ave and 17th St 202010 202100 203010 203010
94 Tustin Ave and 4th St 102100 202010 102100 102100
95 SR-55 SB Ramps / Auto Mall Dr and E 110020 101010 103010 202100 96 SR-55 NB Ramps / Del Amo Ave and Ne 202100 103010 201100 101100 97 Red Hill Ave and Edinger Ave 203010 203010 203010 203010 98 Red Hill Ave and Warner Ave 203100 202100 102100 203010 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-120
Attachment 8
1157
2020 NP AM Peak Hour Mon Oct 26, 2020 11:27:41 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
99 Red Hill Ave and Dyer Rd / barranca 204010 204010 203100 204010 100 Red Hill Ave and Alton Pkwy 103010 103010 102010 201010 101 Red Hill Ave and MacArthur Blvd 202100 203010 203010 103010 102 Red Hill Ave and Main St 202010 202010 202100 202100 103 I-5 SB Ramps and Santa Ana Blvd 000000 200010 203000 002100 104 Tustin Ranch Rd and Warner Ave 000000 200010 203000 003010 105 Von Karman Ave and Barranca Pkwy 201100 202020 203010 204010 106 Red Hill Avenue and El Camino Real 203010 102100 101010 100100 107 Red Hill Avenue and I-5 NB Ramps 103000 003010 000000 200010 108 Red Hill Avenue and I-5 SB Ramps 004010 103000 010010 000000 109 Red Hill Avenue and Nisson Road 103100 102100 100100 100100 110 Red Hill Avenue and Walnut Avenue 102100 102100 101100 201100 111 Red Hill Avenue and Valencia Avenue 103100 102100 101010 201010 112 Tustin Ranch Road and Warner Avenue 003010 203000 000000 300020 113 Tustin Ranch Road and Walnut Avenue 203010 203010 201100 202010 114 SR-55 SB Ramps and Irvine Boulevard 000000 100011 002100 103000 115 SR-55 NB Ramps and Irvine Boulevard 100011 000000 103000 002100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-121
Attachment 8
1158
K-122
Attachment 8
1159
APPENDIX A.2
LANE GEOMETRIES – 2045 NP
K-123
Attachment 8
1160
2045 NP AM Peak Hour Mon Oct 26, 2020 11:38:23 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 NP AM Peak Hour
Command: Default Command
Volume: 2045 NP AM
Geometry: MPAH
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-124
Attachment 8
1161
2045 NP AM Peak Hour Mon Oct 26, 2020 11:38:23 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Lane Geometry Report
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
1 Euclid St and 1st St 102100 102100 102100 102100
2 Euclid St and McFadden Ave 102100 102100 101100 101100 3 Euclid St and Edinger Ave 202100 202100 102010 102010 4 Newhope St and Hazard Ave 101100 101100 101100 101100 5 Newhope St and McFadden Ave 101100 101100 101100 101100 6 Harbor Blvd and SR-22 WB Off-Ramp / 103000 002100 000001 110010 7 Trask Avenue and SR-22 EB On-Ramp 000000 000000 201000 001100 8 Harbor Blvd and Westminster Ave 103010 103010 102100 103010 9 Harbor Blvd and 1st St 103010 103010 202100 202100
10 Harbor Blvd and McFadden Ave 203010 202100 101100 101100 11 Harbor Blvd and Edinger Ave 203010 203010 202100 203010 12 Harbor Blvd and Warner Ave 202100 203010 203010 203010 13 Harbor Blvd and Segerstrom Ave 202100 102100 101100 102010 14 MacArthur Blvd and Hyland Ave 200100 101010 103010 103010 15 MacArthur Blvd and Harbor Blvd 203010 203010 103010 103010 16 Harbor Blvd and Sunflower Ave 203010 203010 101100 110100 17 Harbor Blvd and I-405 NB Off-Ramp 004000 004000 000000 100011 18 Harbor Blvd and I-405 SB Off-Ramp 003010 004000 100011 000000 19 Fairview St and Civic Center Dr 102100 102100 010100 110010 20 Fairview St and 1st St 103010 102100 102100 102100
21 Fairview St and McFadden Ave 103010 103010 101100 101100 22 Fairview St and Edinger Ave 202100 202100 202100 202100 23 Fairview St and Warner Ave 202100 202100 202100 202100 24 Fairview St and MacArthur Blvd 202100 203010 203010 203010 25 Fairview Rd and Sunflower Ave 203010 202100 201100 202010 26 Greenville St and Edinger Ave 100010 000000 002100 103000 27 Greenville St and Segerstrom Ave 100100 100100 102100 102100 28 Raitt St and McFadden Ave 101100 101100 101100 101100 29 Raitt St and Edinger Ave 101100 101100 102100 102100 30 Bear St and MacArthur Blvd 102010 102010 102100 102100 31 Bristol St and 17th St 203010 203010 202100 203010
32 Bristol St and Civic Center Dr 102100 102100 101100 101100 33 Bristol St and Santa Ana Blvd 102100 102100 102100 102100 34 Bristol St and 1st St 203010 203010 102100 102100
35 Bristol St and McFadden Ave 103010 103010 101100 101100 36 Bristol St and Warner Ave 202100 202100 103010 103010 37 Bristol St and Segerstrom Ave 102100 102100 102100 102100 38 Bristol St and Alton Ave 102100 103010 101100 100100 39 Bristol St and MacArthur Blvd 203010 202100 203010 203010 40 Bristol St and Sunflower Ave 202110 203010 202110 203010 41 Bristol St and I-405 NB Ramps 004010 004100 000020 111020 42 Bristol St and I-405 SB Ramps 104000 002110 300010 000000 43 Flower St and Santa Ana Blvd 102010 102010 103010 102100 44 Flower St and 1st St 102010 101100 102100 102100
45 Flower St and McFadden Ave 010100 010100 010100 010100 46 Flower St and Segerstrom Ave 101100 101100 102100 102100 47 Flower St and MacArthur Blvd 101100 101100 102100 102100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-125
Attachment 8
1162
2045 NP AM Peak Hour Mon Oct 26, 2020 11:38:24 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
48 Main St and La Veta Ave 203010 202100 202100 202010
49 Main St and Mainplace Dr / Memory L 202100 202100 202100 202010 50 Main St and 17th St 202010 202010 202100 202100
51 Main St and Civic Center Dr 101100 101100 101100 101100 52 Main St and Santa Ana Blvd 102000 001100 000000 010100 53 Main St and 4th St 001100 001100 001100 001100
54 Main St and 1st St 101100 102010 102100 102100
55 Main St and McFadden Ave 101100 101100 101100 101100 56 Main St and Edinger Ave 101100 101100 102100 102100
57 Main St and MacArthur Blvd 203010 203010 203010 203010 58 Penn Wy and 17th St 200020 000000 002100 103000
59 I-5 NB Off Ramps/17th Street 110010 100010 103010 002100 60 Penn Wy and I-5 SB Ramps 002010 202000 000000 100020 61 Santiago St and Civic Center Dr 100100 100100 010010 000001 62 Santiago St and Santa Ana Blvd 101100 101100 101100 102010 63 Standard Ave and 4th St 102010 102010 101100 101100
64 Standard Ave and 1st St 101100 101100 102100 102100
65 Standard Ave and Mcfadden Ave 101100 101100 101100 101100 66 Halladay St and Warner Ave 100010 000000 002100 012000 67 Halladay St and Dyer Rd 100100 100100 102100 102100
68 SR-55 SB Ramps and MacArthur Blvd 000000 200020 002110 003010 69 SR-55 NB Ramps and MacArthur Blvd 200010 000000 002020 003010 70 SR-55 SB Ramps and Dyer Rd 110020 011010 103010 203010 71 Glassell St and La Veta Ave 201010 101100 101010 101100 72 Glassell St and SR-22 WB Ramps 102000 002010 000000 100011 73 Grand Ave / Glassell St and SR-22 E 002010 102000 100011 000000 74 Grand Ave and Fairhaven Ave 102100 102100 101100 101010 75 Grand Ave and Santa Clara Ave 102100 102100 100100 101010 76 Grand Ave and 17th St 102100 102100 202100 202100
77 Grand Ave and I-5 NB Ramps 002010 103000 000000 200010 78 Grand Ave and Santa Ana Blvd 102100 102020 201020 010100 79 Grand Ave and 1st St 202100 203010 202100 202100
80 Grand Ave and Chestnut Ave 102100 102100 101100 101100 81 Grand Ave and McFadden Ave 102100 102100 101100 101100 82 Grand Ave and Edinger Ave 102100 102100 102100 102100 83 Grand Ave and Warner Ave 102100 102100 203010 202100 84 SR-55 NB Ramps and Dyer Rd 100011 000000 003010 002100 85 Cambridge St and La Veta Ave 101000 001010 100010 000000 86 Cambridge St and Fairhaven Ave 000000 100010 102000 001100 87 Mabury St and 1st Street 100010 100011 002100 102100 88 Tustin St and La Veta Ave 102100 102100 101100 110010 89 Tustin St and SR-22 WB On-Ramp 202000 002100 000000 000000 90 Tustin St and SR-22 EB Off-Ramp / S 002100 103000 100011 000001 91 Tustin Ave and Fairhaven Ave 202100 202100 101100 101010 92 Tustin Ave and Santa Clara Ave 102100 202100 101100 101100 93 Tustin Ave and 17th St 202010 202100 203010 203010
94 Tustin Ave and 4th St 102100 202010 102110 102100
95 SR-55 SB Ramps / Auto Mall Dr and E 110020 101010 103010 202100 96 SR-55 NB Ramps / Del Amo Ave and Ne 202100 103010 201100 101100 97 Red Hill Ave and Edinger Ave 203010 203010 203010 203010 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-126
Attachment 8
1163
2045 NP AM Peak Hour Mon Oct 26, 2020 11:38:24 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
98 Red Hill Ave and Warner Ave 203100 202100 102100 203010 99 Red Hill Ave and Dyer Rd / barranca 204010 204010 203100 204010 100 Red Hill Ave and Alton Pkwy 103010 103010 102010 201010 101 Red Hill Ave and MacArthur Blvd 202100 203010 203010 103010 102 Red Hill Ave and Main St 202010 202010 202100 202100 103 I-5 SB Ramps and Santa Ana Blvd 000000 200010 203000 002100 104 Tustin Ranch Rd and Warner Ave 000000 200010 203000 003010 105 Von Karman Ave and Barranca Pkwy 201100 202020 203010 204010 106 Red Hill Avenue and El Camino Real 203010 102100 101010 100100 107 Red Hill Avenue and I-5 NB Ramps 103000 003010 000000 200010 108 Red Hill Avenue and I-5 SB Ramps 004010 103000 010010 000000 109 Red Hill Avenue and Nisson Road 103100 102100 100100 100100 110 Red Hill Avenue and Walnut Avenue 102100 102100 101100 201100 111 Red Hill Avenue and Valencia Avenue 103100 102100 101010 201010 112 Tustin Ranch Road and Warner Avenue 003010 203000 000000 300020 113 Tustin Ranch Road and Walnut Avenue 203010 203010 201100 202010 114 SR-55 SB Ramps and Irvine Boulevard 000000 100011 002100 103000 115 SR-55 NB Ramps and Irvine Boulevard 100011 000000 103000 002100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-127
Attachment 8
1164
K-128
Attachment 8
1165
APPENDIX A.3
LANE GEOMETRIES – 2045 WP
K-129
Attachment 8
1166
2045 WP AM Peak Hour Mon Oct 26, 2020 11:49:33 Page 1-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Scenario Report
Scenario: 2045 WP AM Peak Hour
Command: Default Command
Volume: 2045 AM
Geometry: SACE
Impact Fee: Default Impact Fee
Trip Generation: Default Trip Generation
Trip Distribution: Default Trip Distribution
Paths: Default Path
Routes: Default Route
Configuration: Default Configuration
Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-130
Attachment 8
1167
2045 WP AM Peak Hour Mon Oct 26, 2020 11:49:33 Page 2-1 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Lane Geometry Report
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
1 Euclid St and 1st St 102100 102100 102100 102100
2 Euclid St and McFadden Ave 102100 102100 101100 101100 3 Euclid St and Edinger Ave 202100 202100 102010 102010 4 Newhope St and Hazard Ave 101100 101100 100100 100100 5 Newhope St and McFadden Ave 101100 101100 101100 101100 6 Harbor Blvd and SR-22 WB Off-Ramp / 103000 002100 000001 110010 7 Trask Avenue and SR-22 EB On-Ramp 000000 000000 201000 001100 8 Harbor Blvd and Westminster Ave 103010 103010 102100 103010 9 Harbor Blvd and 1st St 103010 103010 202100 202100
10 Harbor Blvd and McFadden Ave 203010 202100 101100 100100 11 Harbor Blvd and Edinger Ave 203010 203010 202100 203010 12 Harbor Blvd and Warner Ave 202100 203010 203010 203010 13 Harbor Blvd and Segerstrom Ave 202100 102100 101100 102010 14 MacArthur Blvd and Hyland Ave 200100 101010 103010 103010 15 MacArthur Blvd and Harbor Blvd 203010 203010 103010 103010 16 Harbor Blvd and Sunflower Ave 203010 203010 101100 110100 17 Harbor Blvd and I-405 NB Off-Ramp 004000 004000 000000 100011 18 Harbor Blvd and I-405 SB Off-Ramp 003010 004000 100011 000000 19 Fairview St and Civic Center Dr 102100 102100 010100 110010 20 Fairview St and 1st St 103010 102100 102100 102100
21 Fairview St and McFadden Ave 103010 103010 100100 100100 22 Fairview St and Edinger Ave 202100 202100 202100 202100 23 Fairview St and Warner Ave 202100 202100 202100 202100 24 Fairview St and MacArthur Blvd 202100 203010 203010 203010 25 Fairview Rd and Sunflower Ave 203010 202100 201100 202010 26 Greenville St and Edinger Ave 100010 000000 002100 103000 27 Greenville St and Segerstrom Ave 100100 100100 102100 102100 28 Raitt St and McFadden Ave 100100 100100 100100 100100 29 Raitt St and Edinger Ave 100100 100100 102100 102100 30 Bear St and MacArthur Blvd 102010 102010 102100 102100 31 Bristol St and 17th St 203010 203010 202100 203010
32 Bristol St and Civic Center Dr 102100 102100 100100 101100 33 Bristol St and Santa Ana Blvd 102100 102100 100100 100100 34 Bristol St and 1st St 203010 203010 102100 101100
35 Bristol St and McFadden Ave 103010 103010 100100 100100 36 Bristol St and Warner Ave 202100 202100 103010 103010 37 Bristol St and Segerstrom Ave 102100 102100 102100 102100 38 Bristol St and Alton Ave 102100 103010 101100 100100 39 Bristol St and MacArthur Blvd 203010 202100 203010 203010 40 Bristol St and Sunflower Ave 202110 203010 202110 203010 41 Bristol St and I-405 NB Ramps 004010 004100 000020 111020 42 Bristol St and I-405 SB Ramps 104000 002110 300010 000000 43 Flower St and Santa Ana Blvd 102010 102010 102010 102010 44 Flower St and 1st St 101010 101100 101100 101100
45 Flower St and McFadden Ave 100100 100100 100100 100100 46 Flower St and Segerstrom Ave 101100 101100 102100 102100 47 Flower St and MacArthur Blvd 101100 101100 102100 102100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-131
Attachment 8
1168
2045 WP AM Peak Hour Mon Oct 26, 2020 11:49:34 Page 2-2 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
48 Main St and La Veta Ave 203010 202100 202100 202010
49 Main St and Mainplace Dr / Memory L 202100 202100 202100 202010 50 Main St and 17th St 202010 202010 202100 202100
51 Main St and Civic Center Dr 101100 101100 101100 101100 52 Main St and Santa Ana Blvd 102000 001100 000000 010100 53 Main St and 4th St 001100 001100 001100 001100
54 Main St and 1st St 101100 102010 101100 101100
55 Main St and McFadden Ave 101100 101100 100100 100100 56 Main St and Edinger Ave 101100 101100 102100 102100
57 Main St and MacArthur Blvd 203010 203010 203010 203010 58 Penn Wy and 17th St 200020 000000 002100 103000
59 I-5 NB Off Ramps/17th Street 110010 100010 103010 002100 60 Penn Wy and I-5 SB Ramps 002010 202000 000000 100020 61 Santiago St and Civic Center Dr 100100 100100 100100 000001 62 Santiago St and Santa Ana Blvd 101010 101010 100100 102010 63 Standard Ave and 4th St 101010 101010 100100 100100
64 Standard Ave and 1st St 100100 000001 101100 101100
65 Standard Ave and Mcfadden Ave 100100 100100 100100 100100 66 Halladay St and Warner Ave 100010 000000 002100 012000 67 Halladay St and Dyer Rd 100100 100100 102100 102100
68 SR-55 SB Ramps and MacArthur Blvd 000000 200020 002110 003010 69 SR-55 NB Ramps and MacArthur Blvd 200010 000000 002020 003010 70 SR-55 SB Ramps and Dyer Rd 110020 011010 103010 203010 71 Glassell St and La Veta Ave 201010 101100 101010 101100 72 Glassell St and SR-22 WB Ramps 102000 002010 000000 100011 73 Grand Ave / Glassell St and SR-22 E 002010 102000 100011 000000 74 Grand Ave and Fairhaven Ave 102100 102100 101100 100100 75 Grand Ave and Santa Clara Ave 102100 102100 100100 101010 76 Grand Ave and 17th St 102100 102100 202100 202100
77 Grand Ave and I-5 NB Ramps 002010 103000 000000 200010 78 Grand Ave and Santa Ana Blvd 102100 102020 201020 010100 79 Grand Ave and 1st St 202100 203010 202010 202010
80 Grand Ave and Chestnut Ave 102100 102100 100100 100100 81 Grand Ave and McFadden Ave 102100 102100 100100 101100 82 Grand Ave and Edinger Ave 102100 102100 102100 102100 83 Grand Ave and Warner Ave 102100 102100 203010 202100 84 SR-55 NB Ramps and Dyer Rd 100011 000000 003010 002100 85 Cambridge St and La Veta Ave 101000 001010 100010 000000 86 Cambridge St and Fairhaven Ave 000000 100010 101000 000100 87 Mabury St and 1st Street 100010 100011 001100 101100 88 Tustin St and La Veta Ave 102100 102100 101100 110010 89 Tustin St and SR-22 WB On-Ramp 202000 002100 000000 000000 90 Tustin St and SR-22 EB Off-Ramp / S 002100 103000 100011 000001 91 Tustin Ave and Fairhaven Ave 202100 202100 100100 100100 92 Tustin Ave and Santa Clara Ave 102100 202100 100100 100100 93 Tustin Ave and 17th St 202010 202100 203010 203010
94 Tustin Ave and 4th St 102100 202010 102110 102100
95 SR-55 SB Ramps / Auto Mall Dr and E 110020 101010 103010 202100 96 SR-55 NB Ramps / Del Amo Ave and Ne 202100 103010 201100 101100 97 Red Hill Ave and Edinger Ave 203010 203010 203010 203010 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-132
Attachment 8
1169
2045 WP AM Peak Hour Mon Oct 26, 2020 11:49:35 Page 2-3 -------------------------------------------------------------------------------- Santa Ana Circulation Element
-------------------------------------------------------------------------------- Number of approach lanes: (L) (LT) (T) (RT) (R) (LTR)

Node Intersection NB SB EB WB
98 Red Hill Ave and Warner Ave 203100 202100 102100 203010 99 Red Hill Ave and Dyer Rd / barranca 204010 204010 203100 204010 100 Red Hill Ave and Alton Pkwy 103010 103010 102010 201010 101 Red Hill Ave and MacArthur Blvd 202100 203010 203010 103010 102 Red Hill Ave and Main St 202010 202010 202100 202100 103 I-5 SB Ramps and Santa Ana Blvd 000000 200010 203000 002100 104 Tustin Ranch Rd and Warner Ave 000000 200010 203000 003010 105 Von Karman Ave and Barranca Pkwy 201100 202020 203010 204010 106 Red Hill Avenue and El Camino Real 203010 102100 101010 100100 107 Red Hill Avenue and I-5 NB Ramps 103000 003010 000000 200010 108 Red Hill Avenue and I-5 SB Ramps 004010 103000 010010 000000 109 Red Hill Avenue and Nisson Road 103100 102100 100100 100100 110 Red Hill Avenue and Walnut Avenue 102100 102100 101100 201100 111 Red Hill Avenue and Valencia Avenue 103100 102100 101010 201010 112 Tustin Ranch Road and Warner Avenue 003010 203000 000000 300020 113 Tustin Ranch Road and Walnut Avenue 203010 203010 201100 202010 114 SR-55 SB Ramps and Irvine Boulevard 000000 100011 002100 103000 115 SR-55 NB Ramps and Irvine Boulevard 100011 000000 103000 002100 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to IBI GROUP, IRVINE, CA K-133
Attachment 8
1170
K-134
Attachment 8
1171

APPENDIX B

INTERSECTION VOLUMES
K-135
Attachment 8
1172
APPENDIX B.1
INTERSECTION VOLUMES –
2020 NP (AM PEAK HOUR)
K-136
Attachment 8
1173
INTERSECTION Mon Oct 26 11:23:58 2020 Page 1
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #1: Euclid St and 1st St Intersection #2: Euclid St and McFadden Ave 104 1844 207 158 1906 137
218 188

227 140
811 586 463 368
153 184 287 166
124 1044 179 145 1100 131
Intersection #3: Euclid St and Edinger Ave Intersection #4: Newhope St and Hazard Ave 169 1842 127 123 1341 91
172 111

78 68
753 609 199 170
460 100 147 51
134 845 72 98 738 105
Intersection #5: Newhope St and McFadden Ave Intersection #6: Harbor Blvd and SR-22 WB Off-Ramp / Banner Dr 110 1183 119 18 1354 0
135 100

74 117
492 449 0 44
160 176 121 836
110 491 173 70 1274 0
Intersection #7: Trask Avenue and SR-22 EB On-Ramp Intersection #8: Harbor Blvd and Westminster Ave 0 0 0 95 1663 212
651 138

176 156
815 738 927 574
0 033 212
0 0 0 178 1173 251
Intersection #9: Harbor Blvd and 1st St Intersection #10: Harbor Blvd and McFadden Ave 124 1914 227 64 1919 182
140 145

167 123
932 621 435 430
181 245 130 190
117 935 202 104 1059 101
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-137
Attachment 8
1174
INTERSECTION Mon Oct 26 11:23:58 2020 Page 2
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #11: Harbor Blvd and Edinger Ave Intersection #12: Harbor Blvd and Warner Ave 61 2105 183 123 2059 457
107 204

97 134
644 491 1385 792
323 221 364 151
103 772 146 115 701 178
Intersection #13: Harbor Blvd and Segerstrom Ave Intersection #14: MacArthur Blvd and Hyland Ave 86 2299 171 19 2 8
88 82

7 20
737 362 1953 490
297 117 775 64
111 791 50 69 3 19
Intersection #15: MacArthur Blvd and Harbor Blvd Intersection #16: Harbor Blvd and Sunflower Ave 126 1820 316 57 2324 246
126 132

9 94
1141 443 109 166
344 133 42 130
128 898 92 217 1107 205
Intersection #17: Harbor Blvd and I-405 WB Off-Ramp Intersection #18: Harbor Blvd and I-405 EB Off-Ramp 0 2327 0 0 1504 0
0 894

385 0
0 00 0
0 508 429 0
0 1567 0 0 1729 0
Intersection #19: Fairview St and Civic Center Dr Intersection #20: Fairview St and 1st St 6 1402 243 161 1401 241
6 155

214 245
23 9 1233 732
23 300 191 163
6 1278 414 157 1206 227
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-138
Attachment 8
1175
INTERSECTION Mon Oct 26 11:23:58 2020 Page 3
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #21: Fairview St and McFadden Ave Intersection #22: Fairview St and Edinger Ave 125 1727 142 127 1503 215
221 40

237 110
522 500 657 553
120 194 176 421
121 1294 173 188 831 116
Intersection #23: Fairview St and Warner Ave Intersection #24: Fairview St and MacArthur Blvd 119 1628 205 173 1546 307
69 300

125 140
1010 926 1019 494
301 307 150 235
215 952 125 248 771 89
Intersection #25: Fairview Rd and Sunflower Ave Intersection #26: Greenville St and Edinger Ave 111 1738 204 0 0 0
49 132

0 0
322 256 960 915
65 306 234 172
185 1071 163 186 0 251
Intersection #27: Greenville St and Segerstrom Ave Intersection #28: Raitt St and McFadden Ave 160 472 154 104 762 100
33 76

116 97
739 662 704 542
118 164 90 172
47 193 78 62 570 90
Intersection #29: Raitt St and Edinger Ave Intersection #30: Bear St and MacArthur Blvd 85 716 152 300 756 199
165 54

97 100
1008 916 1663 1180
145 117 114 70
188 501 181 81 280 119
Traffix 8.0.0715 Copyright (c) 2008 Dowling Associates, Inc. Licensed to IBI GROUP, IRVINE, CA K-139
Attachment 8
1176
INTERSECTION Mon Oct 26 11:23:58 2020 Page 4
Santa Ana Circulation Element
Intersection Graphic Report
Entered Volume (Base Alternative)
2020 NP AM Peak Hour
Intersection #31: Bristol St and 17th St Intersection #32: Bristol St and Civic Center Dr 181 1376 335 80 1284 318
324 273