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HomeMy WebLinkAboutSWP272711(6) Seattle City Light Gary Zarker,Superintendent Norman B.Rice,Mayor September 23, 1997 Scott Woodbury, P.E., Project Manager City of Renton Planning/Building/Public Works Department 200 Mill Avenue South Renton, WA 98055 Dear Mr. Woodbury: Proposed Drainage Project Renton Village Renton, WA Enclosed are five drawings showing details of the location, heights, and foundations for the City Light poles in the Renton Village Shopping Center where flooding has occurred. Your letter dated September 3, 1997 indicated work may be done near Pole Number 329 to alleviate the flooding. Please provide details on work you plan to do in the area. Contact Bill Ward at (206) 684-3037 if you require additional information. Sincerely, -e 1 F. A. dos Remedios, Director Power System & Substation Engineering WDW:dkn Enclosures: TD-10343, TD-10347, TD-10351, TD-10352, TD-10389 An Equal Employment Opportunity Affirmative Action Employer City of Seattle—City Light Department,700 Fifth Avenue,Suite 3100,Seattle,Washington 98104-5031 Telephone: (206)625-3000 TDD: (206)684-3225 FAX: (206)625-3709 Accommodations for people with disabilities provided on request Printed on recycled paper B 2S REFEkENCES / M 0oy ` Oho• 1 - TD-10339 C-0 ROUTING PLAN S crD— S 2 AIN a �, { O o / Q co ` � / JJ �No IN CO CID Z60. N, c.� x D 6 S �- 0 I R 1 y cAr Q NOTESa I j - i AI B 45 S .° J 1, NEW MALLARD CONDUCTOR POLE 126 - TOWER 126 �T / �f!- B28/14S, SAG CHART TA- 1344 , SH. 17. %0 _ 0 00 cif � r� / �� O / j J \° Ln 'Zi'� A °A in q �n O \ 12 .q r 10 x h`* 96 J/ r °Qa / C^ Q / Jam/ C T ON co B41 2A I, 3B_.' 7I I r0 `r ? 2B 3B 1 A lA Ln Q - B2-r9S 2A 2 2B 1 B - 3A 2A BLSit LONGITUDINAL AXIS ( _ SEE REFERENCE # 14 C - 0 — �� ��3_B i 5—yam 2a,E5M� —s e 129 _rW ` _ �0� 5 0 A 2 B Fy _ S -10 N-- — -1 -S-E - fl N— — e — s i I4p f - 120 124 a 1 oo r6+ - - N 0o CV - 1 --- ® _ so Wl- Wn '�® -- - 4Q -- - F— - 00 - (.� 2 p - 2 EuON ��n o R1 O 0.0 0.0 Le% Ln Clii`r> r; -o ® o an _ Ln $ o c c7 N rV O O Ln Ln Ln Lr I� ILIL APPROVED BY SEATTLE APPROVED BY SEATTL E z W _ I` ENDORSEMENTS CITY OF SEATTLE 230 K V OVERHEAD TRANSMISSION CLASS. laid IL Z BOARD OF PUBLIC WORKS W BOARD OF PUBLIC WORKS e W SIGNATURE DATE j DEPARTMENT OF LIGHTING _ O — Q rV O t Z p t_jj DR L�H to-/.5-70 JOf9N M. NELSON.SUPERINTENDENT r n�— T ��T Rf O E F O D CO � r RESTOI i S0N L ® S. � f Of , DRAWING NO. --_-- �,�gCt+aiRMAN cv � ,_ � c CHAIRMAN � r W O � cn G� � APPROVED FOR DEPARTMENT OF LIGHTING LJ ®T ` D NOV. 7C� / W EXEC. SECRETARY 'n Q Q PLAR' Q _ - J EXEC. SECRETARY ai N J i I < �C:w f , LE 1 26 TO 129 r _ y,f =r! / SCALE REV. NO. ,- >Q_ -a a: _ > H1 - 20 , 1.1 / /_� cam' -1.K,� -- - - V 1.. W o o ��/� J/ 2209 > Zr 2209A 60 > o u~ �% L' p p rates _.-` DATE - - -- - - 20 ' / DATE SPEC. NO. iv nY b to DATE SPEC NO N -� I� h � KEUFFEL t EBB"CO. - i y f / REFERENCES L. DWG., TD-10339 C-0 ROUTING PLAN NOTES_ J /� \,f� P ,k D ,S h %J / M / �� 1• NEW AL LARQ CONDUCTOR, POLES 226 - 228, SAG �s �N`Gy `� `` IN- CHA TA- 13441 SH 16, Q BF,�,s / TA GENTl� B, /' `F o pti h i 2. NEW MALLARD CONDUCTOR PO� ( LE 228 TO TOWER 45A POLE 230, SAG CHART TA-1344, SH. 8. r 5 / oil ----� I 3, USED MALLARD CONDUCTOR, POLE 230 TO TONER •'�, as / A, a�' , z - - D28/6S SAG CHART TA =1344 SH, 3. o� hX � � -- _ _ - ��2 elf��-� -� •t \ - -- Q - f p/ Q31023 MON 28b`+-$9.'Y0 BK 10 503t 39. 0' AH 6 � a O o 0 2 a', \ b , cr IT Q• C+ 1 (51 r c� 503+12.71 29°14' � a ,' S (E X IST I tJG)/ e \ / ! - kn � 202 5' O 9 503 1-30.00 BK Z (�3 29.21 A H O / N. "v \ / r� 9050 1/ � r� .. , ' �� O / r 0 1 a'' z Q q�,y tiQ � i i �;' �'y3 � 2A _3A a ._ �O QO`�5 P 3A i1a 3e - - , - _ 2B- _ p h1 2B 3a IA 0 L=5050' 2A � 18 �2q zL=9051' 2a PLAN A 18 ---- -- 10 SE _ �= 3-55' A 229 45A LONGITUDINAL AXIS 22-9-__ _ 230 SErTION A-A SEE REF. ,,=14 C-0 PLAN 220 .- .I0 Cr � .; o -Q_ i a - 2,4 v -- o - -- l ro C4 Ln - -- Ln cn - - co o N 140 i + C 14r t20 120 N x 100 C° I -- - - - — N iC4 —� i C4 i - _ 60 #= - - $ - - o i 4_— !N 60 - i - �0 Ali cr of I � J t'1 i -- fit$# E r � — E V _ -— - C— 20 - c0 G O 0 O 0 p a O O p O O 41 + 0 cv) c•) Cv � r� O 0 0 OLn Ln L1 Ln to N Ln Ln Lm n cn IL 0. LL APPROVED BY SEATTLE it (� APPROVED BY SEATTLE z uJ o u { II ENDORSEMENTS CITY OF SEATTLE ` 3 O V OVERHEAD TRANSMISSION CLASS. V! IL BOARD OF PUBLIC WORKS L1 I J Z ` Q Z � w BOARD OF PUBLIC WORKS s o � � ,�) SIGNATURE DATE DEPARTMENT OF LIGHTING o J DR (�G -7D JOHN M. NELSON,SUPERINTENDENT �q �y�^� ���^� ;^� �.�e �® S. � ��� DRAWING NO. Q Q. SE ;�LHAIRMAN _ "3 J N CHAIRMAN ur1 O tV 9 l" $-70 �' 47 �r 4 r` }� < z z I : APPROVED FOR DEPARTMENT OF LIGHTING. f LJ O� EXEC. SECRETARY - � EXEC. SECRETAR p = �=1y�} _ — � t� PLC ' FHOPLE PMF �2 TO 2�O SCALE REV. N H1 - 30A Ca � ,� � 2209 ►� LouLJ 2209A N n L Ocv o t>iJ DATE w ° l Q —_ � W O > r fi � fl D= c.I DATE SPEC. NO. V Q ul DATE SPEC. NO < D.- V 1 — Z®t REUFFEL i ESSER Co. _.... ,: :. - ,. ,..K. a ._...>>av_....... ._.,w_.,..x..,a+ ___ . .u.,..vw...,.....a..n... -c.aw...drag..........,«...,.—...:.sv._.5.:..._ __,<..P. -. - _,-,. - r - J 1 NEW LOC. 12.5 K.V. ` , REFERENCES d ° � '3'33 �, - ORIG. LOC. , ��0. 1) DWG. TD-10339 C-0 ROUTING PLAN 10 FND. 333 � ( 12.5 K.V. °o - _ y NOTES , 1. NEW MALLARD CONDUCTOR POLES Qm A, I_ C TEL.- DUCT_ /f 326 - 328, SAG CHART TA-1344 SH- 17, a/ o ' IN-CONC. , / �� 2. NEW MALLARD CONDUCTOR ROLE �a 1�• I I // �-- F -� % Qv - 328 - TOWER D 28/165, SAG CHART NSON 'R ,� SECTION C © —C �e TA- 1344, SH. 17, _ j 3 AD ' p 3. USED DRAKE CONDUCTOR, TOWER 326 z� p2 ' _ d� 3 3� ,�' O �. D28/16S - POLE 331, SAG CHART Q TA 1344 , SH 5 . 4 . USED DRAKE CO NDUCTOR, POLES 331A - 335 8, POLE 3318 - TOWER 9/6 SAG CHART TA-13 4 4 SH. 7 / /7167+45.0 AH L 63008' � "�01 C� f 7165+36.3 BK \ \ �` ti / � UNDERGROUND tit NG �' '� �� CABLE C6_ co CO CID CO � O =$03 � l P O� o`f 'pp Z -` XtS_ Q F X � �' ' /�/ / .a � ~• 9� '. � `ON(',tTUDtN p 2 G,Qq 514 - 334 +�331B �� -- �-7�. 9 T Q 4 o 518+5 H / /, \ °�°�' 4 EXISTING)` 2 L3t 09 � 5194-56.96 B ��-�_ ,' / / LONGITU INAC-AXIS '3'` 6 J _ 0 B - 3 A _ t 2 4 2B 2A K. ••? 1� o Ln c`> v 3B 1A 3A I 330A ��� 621� _ D / 3a to 2A 2 a 151 1S0 - 153_ o ;r / ?p, _.: 52 { SECTION B—B B - PLAN EXISTING 230KV �`E 14140 I , - S�P� , goo330 B 138 �p Dh : 28 403A NOTE: 43 B ENSON 35 � Rp --- -�_ - 134 1 LG GITUDI NAL AXIS CIRCUIT CO�F-I- A 130 Y SEE REF_- 14 C-0 GURATION SHOWN -TERMINATE TWO _SHIELD-WIRE to 2A IN SECTION "A-A 7#8ALUMOWELD-MWT6370 ® ,p -SCALE - SAG_ CHART�,_TA-1344 4— _��"�_ 20�_ .,_.__..-. p.,.._._ � TYPICAL FOR POLES ,SH. 1 -r- (2120 2e 117- tt7 - 38 �- lA 334 THRU 330 420' 113 a SECTION A—A & TOWER D 28/16 S - ff 77 co EAR 4Q9 ^" a � -..r Ag 00, - - Ln ° �T 03 60 y/- .4— • F t y �� TY Z im rh -- _ 4Q - i _ { - + < - H i D cc _. ef 00 coLn t j - — — - rt -� ul S - 1� I _]C r Qm ! E �N c S inni o .c,o 1 LAJ - I ° {� mO en - ►- - (� r— Ld CS 1-4- cn --- -j J Ofie — (r 4i - W -- - o 0 0 a o k + +f v ; L Ln n L o_ o o o �n o� oo CO 0 ,n I L. APPROVED BY SEATTLE I fl APPROVED BY SEATTLE � Lt ENDORSEMENTS CITY OF SEATTLE 2_ 3 0 K �/ OVERHEAD T R A N S ill I S_ _S I O N CLASS. - Vi Q Z BOARD OF PUBLIC WORKS tJ BOARD OF PUBLIC WORKS ,� JO of SIGNATURE DATE DEPARTMENT OF LIGHTING � , 2 -M 0 t O N - r m J JOHN M. NELSON,SUPERINTENDENT _ _ _ - - DR DCHa�vey 9.70 Pv'y �- -I DRAWING NO. " Q D- i �ACHAIRMAN ,y J J, CHAIRMAN I N m I ujz CK G ,TE-I . 9-76 CRESTON-NELSON SlA3. TO S. RENTON cn ❑ U U o APPROVED FOR DEPARTMENT OF LIGHTING f D 10351 W EXESECRETARY in cY U EXEC. SECRETARY 0 -. PLAN A I - PROF�E PI LE 326 TO335 f / U S'. , a Q U T_ - � � SCALE REV. NO. W ❑ � 62 1 7/ 2209 _ `Y 2 2209A 101m 0 a=r d �° o f t °- L! ❑ O C> I? x1 tL O�N I (YI J p DATE - - -- ��� _ 20 O' 5 DATE SPEC. NO 2 ' DATE SPEC. NO Q Irl 7 cz f7 I V 1 _ 2 0' I K EU FFEL t ESSER CO._ .. i i I i REFERENCES TD-10353 STRINGING DETAILS TD-10339-51 BANGOR SUB TO S. RENTON - PLAN & PROFILE DETAIL 15- _ ___ t T-5127-29 S. RENTON TO SOUTH SUB - PLAN & PROFILE ,��__POLES 029 _--_._ _ DETAIL 9 DETAIL 7 DETAIL 9 DETAIL.-7 3 __EXCEPT 333 _ 334 .-DIRECT-1-ON—FOR - G-29 - D G -29- B TD-10329 V-STRING ASSEMBLY TOVlER D 6/36 S POLE l00 _011_oN!Y_-- TE-5168 COVINGTON-CUViAMISH ( TE-5169 DU�'lAN1ISH-SOUTH SUB TC-77 POLE INSTALLATION DETAILS STRUTS USED _ ONLY,, --,------ � O WITH. . DETAILS _4 5 (STRUTS NOT IN SPEC. 2209A� I _ DETAIL__8__- I MTD-756-802 P. O . C-2013 (71 ) I FENTRON HIGH'lAY PRODUCTS , INC. DETAIL 4 - 004) 007) 008) DETAIL-10_ 332 DETAIL_9___ + POLE DETAIL DRAt'IINGS _ = 01 7� 0201021t 022 -- - _ t -� DETAIL _9_ __ POLE _ 200 POLE,_ 300__ ` - = DETAIL--S --_ 333�334 -- I Oil 1 1__ _ DETAIL 1 _- OTHERS_- 1 g� /-�j ,' '�. �� DETAIL 15 - POLE 200 , C-100- D: -TOP BOTTOM C - 100_-._ ,B. -.TOP 4.. BOTTOM _ _ �' D- 100 - (D)". MIDDLE O ��D- 100 -(B)" MIDDLE I DETAIL _ 20- FOR POLE 100 ARMS I TOP�BOTTOM ARMS TYPE i DETAIL 15 I POLES 011__ONIY N i ,MIDDLE_ ARMS� _TYPE__ B - �POLES_333__�,_ 334_ o - i a �DRAKE __CONL UCTORS_____ 0o i _DETAI_L__ 14_ { co c� 1 00 01 9 - - NOTES 3 m. .. 1 . FOR MATERIAL SEE B/M #435. _ ( �OP�BOTTOM-ARMSr.TYPE_-C _ `D TYPE_ G��ARMS 1 TYPE __.A-2 POLES - 2 . ATTACH ARMS TO POLES AS FOLLOWS: MIDDLE._ ARARS TYPE_ D-- ,TANGENT_ SUSPENSION , - DOUBLE CIRCUIT, _ j Q POLES 019 SEE OI a i co ` I ALL TYPE A , B , C , D, E & F ARMS EXCEPT C-100, D-100 , PLAN ABOVE E-01 & F-01 USE 5- 1-3/8" X 14" BOLTS PER ARM. _ POLE___100_SEE PLAN ABOVE O I a I ALL TYPE G & H ARMS , PLUS C-100, C-100, E-01 & F-01 POLE NO. A B POLE NO. A B I USE 6- 1-3/8" X 16" BOLTS PER ARM. 102 93' 135' 015 88,' 130' " F" vo ONE MASHER UNDER EACH NUT. ALL BOLTSAND WASHERS 202 93' 135' 016 73' i15' I FURNISHED WITH ARMS. 302 88, 130' 017 78' 120'003 88 ! 30; II8 73 ! t5 ` 3. ATTACH SHIELD WIRE BRACKETS TO POLES WITH 2-5/8" 105 88 130 318 78 120 BOLTS VJTH 1,'lASHER AND NUT PER BRACKET. 105 88' 130' 3 {8 78' 120' �24' ' 205 ss' 130' 119 83' 125' TYPE B-2-_POLES_ __ _TYPE _ B-2D POLES .- TYPE C - t POLES 3a5 78' 120' 219 73' I I5' � ' 4. FOR INSTALLATION DETAILS UNDEP, SPECIFICATION , -__ SWING CORNER TYPE _ C -2 _ FOLES NO. 2209A, SEE TC-77 . 006 73 115 319 73 115 TANGENT STRAIN - DOUBLE CIRCUIT,i _ _,TANGENT_STRAIN__- DOUBLE-CIRCUIT -__ DELTA, SINGLE CIRCUIT 007 88' 130' 120 78' 120' _ D.E.__ 4_ SWING CORNER_--- DOUBLE__._ CIRCUIT, 108 93' 135' 220 73' 115, POLES_33.0_A__ . 330- B _ POLES__ 200 300 POLE N0. "A" "B" POLE N0. "A" "B" 208 93' 135' 320 68' 110, 308 88' 130' 021 68' 110, 100 75' 115' 024 70' 90, 009 78' 120' 022 78' 120' Oil 80' 130, 025 70' 90, 010 68' 110, 333 62' 100, 332 97' 135, 127 95' 115, 013 78' 120' 334 62' 100, 1 327 t00' 115, 014 78' 120' ca029 95' 115' EXISTING LINES Cfl - - Q TO MAPLE VALLEY u a POLES 001_ TRANSFER ?O POLE 33 -- - 0 n. E-__0_1- B -TO P. �. BOT. TO POLE-334 "F - 01 - B)"MIDDLEPOLES 028 ARMS H. -_28- D - H - 28 B 3 W r 0--POLES 026 ARMS -_ "H- 26- B" "H - 26 - D"" DETAIL 12_ _ J W - uj DETAI L-1.1 - 23.0- i D ETA I_L_13,_-_._335 X - ___ LONGITUDINAL_______ DIRECTION, ' DETAIL 11 - 230 DETAIL -12- _ _ DETAIL 11 _ DETAIL 12 335 ,P_OLES 001 0- - - j- �E-01- D'° TOP t BOT. + - --- DETAIL__ 1 1 _ _ -( �� DIRECTION �� +�\\,,rsDETAiI .19 _ _ \ \ - �X F_-Oi D __MIDDLE FOR POLE 001 �I �� �\�, \ X'� �� _EXISTING_LINE.S_TO__-- -_COYINGTON_. (TO „REMAIN)_-_ _- \ DETAIL 14_ - 230_ 331___ I DETAIL___17- TOWER -D E-TA-I L--_18 _- 335 ---- - -Q . -- - { __-.PLAN OF_ BRIDGE I I co --DETAIL 14 --- -- USE THIS HOLE . I _..MIDDLE OF o BRIDGE ON LY- _� O b -- b-- - - -- - -- - - - - - - - - - - - — SUSPEND DETAIL 2 _ FROM co EXISTING- HOLES I SECTION X — X m TOP BOTTOM_ARMSrT_YPE_*E�� � I I Ln o TYPE-H -__ARMS____ STRINGING DETAILS FOR STEEL TOWERS m Ln 1 0, - 4 - ..,..,. - M 1-D D L E--ARMS_ T Y P E_F _ i' u, L 57 59 58 c"' Ln o SEE_PLAN_ABOVE O► (NOT INCLUDED IN SPEC. 2209A) N �, �„ �'' POLES 001 SEE PLAN _AB Q I LA O 0' `^ - - — — — iz 0 O u %a - > D u TOWER DETAIL 0 W Z \ ZO ® 1 Z O O ,� `, TWR. B 28/ 14 S 11 u u0 'o .. j '�'\ ''.\ TWR. D 28/ 16 S 11 & 12 i W / ;Q Q , sW Q Q �' �.. � TWR. 9/6 12 ]C Y Y C') = Q Q 'n TYPE AlA II & 12 u o �__ __ TYPE A2 I —GUYING DETAI L TYPE A3 3 TYPE B42 6 { TO SEATTLE THE FOLLOWING POLES ARE TO BE GUYED TEMPORARILY TYPE B51 I POLES_ 23 WHILE STRINGING: TWR. D 32/5 S 11 o_ _335 POLES_.. 331-A � 331—B TYPE D -2 POLES LYPE_. D__-2D_ POLES TWR. D 35/46 S 2 & 11 Q TYPED_-_1._ POLES _ DEAD _ END -_-__-DOUBLE CIRCUIT DEAD-. END - DOUBLE CIRCUIT DELTA, POLE_NO_ REMARKS HEIGHT_ON_POLE TWR. D 36/36 S TD- 10329 w - C 100 AS SHOWN 751 ,93' , 1111 TWR. D 37/23 S II DEAD._- END - SINGLE_ CIRCUIT } 200* ONE SIDE, ONE POLE 81 ' , 101 ' , 121 ' SOUTH SUB D. E. 11 J 011 AS SHOWN 801 ,98 ' , 116' LL POLE NO. "A" "B" POLE NO. "A" "B" POLE IiO. "A" "B" 024 ONE GUY EACH SIDE 66. 5' O 025 ONE GUY EACH SIDE 66.5' 230 82' 120' 101 80' 130' 026 75' 95' POLE FACE (A} 027 ONE GUY EACH SIDE 90. 5' u 335 75' 125' 201 75' t 25' < .-�T� 028 1 15' 135' 029 ONE GUY EACH SIDE 90. 5' 301 70' 120' 1 . ' 112 70' 120' � DIRECTIONAL KEY 332 AS SHOWN 97 , ! 15 , 133 �w`2T1C �' '-CIS; �� `�° 212 75' 1251 O Gthe[. - 312 80' 130' 023 60' 105' tton Lt APPROVED BY SEATTLE 0 0 t^ • APPROVED BY SEATTLE J cn W ENDORSEMENTS CITY OF SEATTLE 230 KV__T R A-N.-M_L 5 S—O N CLASS. v! a. BOARD OF PUBLIC WORKS � ; 'Q �� BOARD OF PUBLIC WORKS f J c� SIGNATURE DATE Lj Z Q Q DEPARTMENT O LIGHTING O (' ;CHAIRMAN j cV Q N JOHN M. NELSON.SUPERINTENDENT O a ^ � O oo '® ^ � O � i !J 47 � DRAWING NO. N i. 0 CHA�PMAN � � � � Q L� DR__L1?� 3_/d — 7 N N CK F V R 5- ,7- ; I CRESTON-NELSON SUB. TO S. RENTON R 1- Q �C APPROVED FOR DEPARTMENT OF LIGHTING TD__-_ 103S 2 W EXEC. SECRETARY `) - h Q -o W �' - EXEC SECRETARY Z ILu Z N J w } D 2 c� _ � z � '` % _ Q u 2209 A 4 J = Q � F- �- -2° , �= ,�r, POLE ARRANGEMENT DETAILS SCALE REV. O. W 2 O W _ N lu w N O 0 > � Q a = p - DATE - --- - NONE v N D DAT SPEC. NO tL CY Q Q 'J Q DATE SPEC NO 0. h U I- e 10- -'7 66 (7*Y' A P4;k Z-1) 3-- �/8 X,S�-� �3,j R DWG. TD-1033 A-yid` C.Q,40E 76, I rv/3 r�V_ qzx, /VuTs g54CK1NG 6AR �l -- > << ¢ J fOP FND. 327.2$� 4 o �';"rr���s � '4.lra M ItNG r� /f! ! I �- r'"�? H�AT J til iv/ ,�• D �C7 P5OUL1Ms��" o 17 - TO 4044E / Em9000 a € l I GROvr 636 -1 - ` j a r © ° � /a oar c�N�. �a ; � ! If N! 5 sAQY 7�0 nfiA/NrArrV ~Ai PgF-i-fEAT', FiL` vwlrH I "I MINIMUM CC f C' = 300C 2. REINFORCIN \,` �► Fib �� ir4 x r�i , .�'-� I � � GRADE 60, 3 . Q REFERS NO. 435A . �! 4. ELEVATIONS DETAIL N® 1 DETAIL N© 2 SCALE I-o SCAL E $ t-0" 5. VERTICAL R W t7`!� ,r�ou,�rD�gtLrcJ; IN LAT I ALL IN T UCON ' DETAIL N© 3 . PLAN 6. B CLT C C"�F I I SCALE PATTERN. _ � - t-0 TO Tf'E ALTE AS BUILT FOUNDATION DETAILS 7. FND. 318 RI BOTTOM 5' 2800 psi ). _ .. DQY�,QGt (TYP. ALL r�t.�"�} y___ GROUTED WI I -_-�tr12',urv � � 7' �- - -- --- IZt�r®,75 P4 vih�G; -- ro _ I A�rtQx, 2� a�v,�ecrl� Lv� , I _ y� I -g Zoe <. .I - ._ - �� '��� I c I I - - �' II`, ' `' •`I i � ' j l � ''' I j i i j ' I i - Y V - C.Olm�+ T' Lr`GL wLs II�� I T' � -- -. I �I - a I I A I I I I j I i i I I I 6 W�AJ0_ Wig � � � ri �# `_I � A4V0,9 04nr G &AT(710 I)S - I I I I - - � 1- -- � ` . I I- � I I ► I,I I I I I �A�rA1 - ;,� Gs1LG�t1fdEQ_,�C3® -- , ' J � ^I � ,�I i i t- - ;- _ �; `hs<��°►� ��'�1�Jhr r - z -fit 'rig 3A�S(524 Ira&) n A 4 , AI.I ni Iu' I I I it �440,, A y (,A45ihlt II I ', ' n 720Y/��© �hr cOV7' �ACTG)1 I I I1 fj &H,4/4 AJ pi..Acj) I ==1 - Q aF: /oAJ Jo�r7' RESTEEL-CAE 119 POLE NO. 023 024 025 ����'� 12 NO. OF BARS , 49 A GA� 4 ��� � �. Gays STLtC�� P�tl4 ' i __ 18 BAR SIZE 11 9 9 °�� 15 LENGTH (FEET) 33 18 28 3 BAR CIRCLE IN 72 5 4 �`�� �t.��; 1�3-12q� ^2!� �•-.�30j �Z',3 -�J3!���r TIE SPACING ( I N) 22 18 18 ECTfON A-A SECTION A►-A' SECTION B-B 1 FOUNDATIONS RE ' 3 3 3 FOUNDATION TYPE A - G FOUNDATION TYPE B - G _ _- CASING _ DETAIL _ (Top of Foundation Above Ground) (Top of Foundation Below Ground) Longitudinal NOTE: �°�eot�t 2 Axis A N C H O R B O L. T P A T T E= R N S D 2 IS \04%l dx �o� _ _ -- - _ - - DES I ON D I AM. >ee Qt`IQ See�co� 50 So &yc ti ti o O o '� o` 0 0 1h 4 �h ^' cly C R 10 10, h h h o � a` c,r ate N pnC�` See to 0�' _ 0"�I I TTED FND.#226 ADDED PER BURNED OFF W14X1230 BOLT REPAIP DETAIL 1 AT TOP CONC. FND. #"230 SEE DETAIL 2 Pole Face(A) vD SEE DETAIL 3 TYPE G TYPE H DIRECTIONAL KEY TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE I TYPE J TYPE K TYPE L LEI (FND.#335 ONLY) POLE NUMBER 100 200^;'B 300A/B 101 201 ,/ 301 J 102 202 302 103 203 ✓ 303 104 204✓ 304 105 205 305 106 206 306 107 207 7 307 108 208 308 109 209 309 110 210 310 111 211 311 112 212,E 312 113 213 313 114 214 314 115 ✓ 215 ✓ 315 ✓ 116 REFS & MINUTES) 1 -52 32-10 33-32 14-13 14-13 15-10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 BASE MOMENT KI P-FT 1 133 726 726 5047 ;5047 5047 1268 1268 1268 1199 1199 1199 1137 1137 1137 1199 1199 1199 1002 1002 1002 1137 1137 1137 1826 1826 1826 902 i 902 902 803 803 803 929 929 929 2910 2910 291 902 902 902 902 902 902 10 1005 0 BASE SHEAR (KIPS) 12.9 53 .8 53 .8 54.81 54.8 54 .8 13 .4 13.4 13 .4 13 .2 13 .2 13 .2 13.2 13.2 13.2 13 .0 13.0 13.0 12 .8 12.8 12 .8 13 .2 13.2 13.2 23.2 23 .2 23.2 10.1 10.1 10.1 9.9 9.9 9.9 10.1 10.1 10.1 27.9 27.9 7. 10.1 10.1 10.1 10.1 10.11 10.1 10.3 10.3 10.3 9.9 HUB GRD. ELEV. (FEET) 276.10 272 ' 281 .1 295.72 316.55 281 .00 282 .02 287.22 277.00 280.88 291 .46 267.74 268.29 271 .06 275.60 287.35 297.50 323 .52 326.81 330.45 294.76 292.70 295.88 290.03 294.35 302.18 342.07 341 .55 344.03 344.45 346.72 354.57 322.39 322.67 325.16 404.57 398.74 392.1 426.50 425 .04 423.45 430.99 431 .03 429.00 413 .30 411 .76 409.86 390.66 3 FOUNDATIONS TOP OF CONC. (FEET) 276.75 273.25 274.25 282.0 297.25 318.00 .00 283 .00 288.00 278.00 282.00 292.00 271 .00 272.00 72.00 278.00 290.00 298.00 324.50 327.75 331 .50 295.25 294.00 296.5 291 .00 296.00 303.00 341 .00 340.5 343.00 345 .50 347.50 355.00 323.00 323 .50 326.00 405.00 399.50 393 .0 425.50 424.00 422.50 430.00 430.0 428.00 412 .25 410.75 408.75 391 .50 3 TYPE A-G A-0 A-G A-G A-G A-G A_G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A v A-G A-G A-G A�-0 B-G B-G B-G A-G A-G A-G A-G A-G A-G A-G A-G A-G B-G B-G B-G B-G B-G B-G B-G B-G B-G A-G D IN- INCHES - 60 60 60 90..8 84 84 78,66 78,66 66 78,6 78,6 66 90,66 78,66 66 66 66 66 72,60 72,60 60 66 72,66 66 72 72 72 72,60 6 60 60 60 60 60 72,6 60 72 72 72 60 60 60 60 6 60 66 66 66 60 L IN FEET LENGTH-L1 L2 20 20 20 6, 26 26 26 11 ,21 13,21 21 13, 21 13, 21 21 12, 25 13 25 25 21 21 21 11 , 21 11 , 21 21 21 11 2 21 25 25 25 11,, 17 17 17 19 1 11 1 23 23 23 17 17 17 17 1 17 17 17 17 19 j g 8/8 24 24 24 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 g 8 8 12 12 12 6 6 6 6 6 6 6 6 6 18 18 1 6 6 6 6 6 6 6 6 6 LENGTHFEET 20 20 20 26 26 26 21 21 21 21 21 21 25 25 25 21 21 21 21 21 21 21 21 21 25 25 25 17 17 17 19 19 19 19 19 19 23 23 23 17 17 17 17 1 17 17 17 17 19 53 ANCHOR BOLT CIRCLE ( IN) 48.625 46.875 43.75 67.25 65.50 64.0 53 .0 53 .0 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 48.625 7.625 47,625 47.625 51 .25 51 .25 51 .25 55.75 55.75 54.375 48.625 48.625 48.625 46.5 46.5 46.5 8.625 48.625 48.625 56.75 56.75 59. 48.625148.625 48.625 48.625 48.62 48.625 51 .25 51 .25 51 .25 47.625 4 (2 1 " D IA ) PATTERN B D D J J J D D D D D D D D D D D B B B B D D D F F F B B B B B B B B B H H B B B B B B L) - 4 PROJECTION ( I N) 10 10 10 11 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 10 10 10 10 10 10 11 11 11 10 10 1 10 1 1 **SEE NOTE 7 ,/ SEE NOTE 6 * SEE RESTEEL-CAGE LIST & SECTION B-B Lh ASSUMED ORD. ELEV. (REGRADING IN PROCESS) Ld E 316 117 217 317 118 218 318 119 219 319 120 220 320 121 221 321 122 222 322 123* 223* 323* 124* 224* 324* 125* 225* 325* 126* 226* 326* 127* 227* 327* 128*✓ 228*✓ 328*✓ 129* 229* 329* 230* 330A* 330B* 331A* 331B* 332 333 334 335 � o POLE NUMBER z V2 (DEGREES & MINUTES) 0 3-42 4-1 7 4-47 1 -13 0-36 0-10 0 0 0 3-29 3-10 2-51 2-44 3-01 3-20 0 0 0 0 0 0 0 0 0 0 0 15-03 15-03 15-03 0 0 0 -47 - 25-34 4-37 3-55 2-27 14-37 31 -07 31-07 31 -0 31 -07 6-20, 6-2 1--43 52-5/ AS MOMENT KIP-FT 850 1728 1728 1728 902 902 902 956 956 956 1339 1339 1339 1185 1185 1185 845 845 845 2960 2960 2960 662 662 662 662 662 662 3620 3620 3620 942 942 942 8465 8465 8465 1672 1672 167 0 7 4 1002 1615 8235 a P 9.9 19.8 19.8 19.8 10.1 10.1 10.1 10.2 10.2 10.2 15.6 15.6 15.6 15.3 15.3 15 .3 10.1 10.1 10.1 32.3 32.3 32 .3 8.9 8 8.9 8.9 8.9 8.9 44.0 44.0 44.0 9.6 9.6 9.6 70.1 70.1 70.1 17.1 17.1 17.1 27.2 39.1 39.1 40.7 40.7 9.8 23.0 10.7 5.5 rL zz H GRD. EIF . FEET 3 349.94 43.32 344.15 332.61 329.09 285.63 293 .79 286.59 183.62 189.06 208.19 174.91 74.56 176.72 93 .54 103.02 106.59 24.28 24.72 25 .53 ` 22.84 22.53 21 .90 23.44 22 .80 22.00 20.64 21 .23 22.22 � ` 19 21 26.94 26.41 25.75 25.74 26.06 24.38 49.19 60.40 62.66 62 .64 64.08 78.07 215 .80 00.63 328.25 O o FOUNDATIONS T 86.50 359.00 350.50 44.00 343 .00 0 294.50 290.00 186.00 190.25 209.25 175.50 75.00 177.25 95.00 103.50 107.00 23.25 23 .75 24.25 21 .75 21 .5 20.75 24.00 23.50 23 .00 19.75 20 1 . 26.50 26.50 25.50 51 .00 61 .75 62.75 63 .7 217.00 99.50 327.25 T A-G A-G A-G A-G B-G B-G B-G A-G _ _ _5 - A A-G A-G A-G A-G B-G B-G B-G B-G B-G B-G A-G A-G A-G B-G B-G B-G A-G A-G A-G - B-G B-G A-G A-G A-G A-G A-G A-5 A-G A-0 A-G A-G B-G B-G D IN INCHES DIAMETER-D1 ,D2 b0 66 66 66 60 60 7�_ 72 60 66 66 60 60 84 60 60 60 60 72,60 60 90 ,8 90,84 84 72,66 72,66 66' 72.66 72,66 66 120.84 120, 108 108,84 78,72 78 ,72 78, 72. 120, 10 12n ?20 108 78 72 78,7 78,72 90,84 90,84 90,84 90,84 90,84 72,60 72,60 72,60 120, 10 L I N FEET LENGTH-L1 L2 19 23 23 . 23 17 15 7 95,17.5 16 23 22 22 9;15 21 21 19 1 19 12.3 12 35 35 1 1 . 20 1 2, 20 20 12 30 12 30 30 14,60 14,60 14 60 12 46 12 46 12- 46- 14, 36 14,36 12,36 13 26 13,2b 13,26 12, 24, 11 27 11 ,27 12, 28 12, 28 12, 23 8, 23 8,17 10, 21 6 6 18 18 18 4 4 4 4 4 4 18 18 18 6 6 6 26 26 26 8 8 8 16 10 10 16 16 6 8 6 30 LENGTH (FEET) 19 23 23 23 17 17 **12 10 16 23 22 22 15,5 21 21 21 19 19 9.58 9.58 9.58 10.75 10.75 10.75 10.75 10.75 10.75 10.92 10.92 10.92 9.08 9.08 9.42 11 .17 11 .17 11 .17 10.58 10.58 10.58 12 .75 9.33 9.33 10.58 10.58 23 23 17 21 ANCHOR BOLT CIRCL IN` 7.625 51 .0 51 .0 47.625 48.625 48.625 50.0 47,625 3 -> 5 38.875 61 .0 61 .0 61 .0 44.25 44.25 45 .25 79.5 79.5 79.5 49.0 49.0 49.0 59.0 49.0 49.0 54.75 54.75 48.625 49.0 44.25 77.75 PATTERN B C C C B B B B B B C C C C C B B H H H A A A A A A I I I B B B K K K C C C G E E G G B C B L (2 4"' DIA. ) PROJECTION ( IN) 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1017�110 10 10 11 11 11 10 10 10 10 10 10 11 11 11 10 10 10 11 11 11 10 10 10 11 10 10 11 11 10 10 10 11 4' cL I APPROVED BY SEATTLE „-1 APPROVED BY SEATTLE ,i - ENDORSEMENTS CITY OF SEATTLE 230KV OVERHEAD T R fi N J Z < BOARD OF PUBLIC WORKS C BOARD OF PUBLIC WORKS Q Z J J !Y SIGNATURE DATE DEPARTMENT OF LIGHTING DR 6.71 JOHN M. NELSON.SUPERINTENDENT ` a CK 7,14 / T W F ESTON-NELSON SCAB. TO Lha APPROVED FOR DEPARTMENT OF LIGHTING Q U � "p 'G ft CHAIRMAN ^ � " .0 7 N CHAIRMAN V! � EXEC. SECRETAR ✓ fr r . p �.. . $ LE N T LLA N / / EXEC. SECRETARY _ "� _ ] ': "� '�` DATE w o a E v / / 7/ 2209 0 ! 2 'J 2209A N y 'n 0, �r DATE SPEC. N0. I � » DATE SPEC. NO. h I -- !t9�% "' �` REFERENCES K wtr ay G ,�r ' 4 � 4 1v, �'rYr7 ALL a� k'a1) ' _ 3- '46 x_.1_, q9 DWG. TD-10339, C-0 ROUTING PLAN A-als C_,4�0e 75` C KING 'F A �! fOP FN©; 327.25 0 �, / R,_54.�io V� BY O `! T� of jYII/Y �'4`,0 0 0 PS1 6 G I � ' ®TES A i � A► � CH110 ciwr CONIC, AS s �r�our o,� C 0NG. { 1 . M " M -4 b -- fc.J I ,U3000NPS I TATS28ENGTH DAYS.SHALL BE - 2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60, fy = 60,000 PSI . i 3. X.X REFERS TO ITEM NUMBER ON BILL OF MATERIAL NO. 435A. 4. ELEVATIONS ARE FROM M.S.L. DATUM. I DETAIL N2 1 DETAIL N® 2 _.. nn pof� �..%AW/0 mom.lei. _- 3M M 0z UA �-� SCA L E 8 = 1_0" SCA L E $ = 1=0" 5. VERTICAL REINFORCING STEEL TO BE SIZE SHOWN 1jY# 4o�r P � - I IN TABULATION, HORIZONTAL TIE BARS TO BE #5; ' ALL IN CONFORMITY WITH NOTE NO. 2 ABOVE. r - ' DETAIL ISO 3 PLAN 6. BOLT CCNIF I GUP•,AT I CNJ VAR I ES SL I G!'TLY FROM I NID I CATED I SCALE = 1-p" PATTERN. TEMPLATES WILL BE SUPPLIED CORRESPONDING I TO TPE ALTERED ANCr'OR BOLT CAGES & BASE PLATES. AS BUILT FOUNDATION DETAILS 7. FND. 318 RE-STEEL REVISION: BOTTOM 5' OF STEEL CAGE IN ROCK (RATED AT f' c = 2800 psi ). EACH BAR PLACED IN 41"0 HOLES & - A V4.�7/Z Aa4r ��`�J�C.T/c�N{,SEA °�A� i GROUTED WITH EIBELO 636. j%'rff;0i0AJ Vol JV' f \ �� � 1 --- I i __�_ � 21 y 1 � -J"JIV Awl i I 1 ___ -__rv=..� __ I i -III � � � : I I• v -- _ 1 a ! � I �=__._u� �-- n �, __ . -_ �I ���-= I 4P s�N0_ W] _ I \Y� ., f �' E -_ <„ �ONVER ED f i 11' I, 11 I I I ii 1 - �) : i ! A I T , I I ! I Ven o M ' CIT, S A, A. g 4 !' _I II \, I ji - -- C-rD 69 ZKA6 491 �I T. z-- �= -_ - I F other: l p� � I cl A{ n l d I I I i t .ia lia i£ Date: �.: ✓{ :__.N L ' , I 6 � i ' I g �.dd ' t6Jf9E5)TC - r== V Gov 15 'Q UG r/O�f .1D 7' r�ao��j� dF= i -I t ( 4 -__ ,J� II / - RESTEEL-CAGE LIST 119 POLE N0. 023 024 025 026 027 028 029 230 330A' 3 rat c �t � f ghrc � LT r, " Cuc& b� GM 0�T` �i 12 NO. OF BARS 4 4 ' I 18 BAR SIZE 11 9 9 14 11 14 11 11 11 11 15 LENGTH (FEET) 33 18 28 58 44 34 24 25 26 _ t / 3•/ 9�1r�-.23®1 ' 23 - `3! 3 BAR CIRCLE I N 72 5 4 72 60 96 60 72 72 7 - TIE SPACING ( IN) 22 18 18 27 22 27 22 22 22 22 SECTION! A_-A SECTION A`-A� SECTION B-B. - - 1 FOUNDATIONS RE ' 3 3 3 3 3 3 3 1 2 2 FOUNDATION TYPE A - G FOUNDATION TYPE B - G _ -_ CAri I ICI G-__ DETAIL_ _ - DI - (Top of Foundation Alcove Ground) (Top of Foundation Below Ground) 1 Longitudinal NOTE' Axis J tope�<o�,. z (C) A N C H ❑ R B O L T P A T T E R N S D2 IS ���t d� try - -- DESIGN D I XA. �ee QtIQ see�cd� A5o &50 �50 50 ,tAo ��® 2�0 �O 0 f �� ' l I - O , I 0 o o " o o i N Oy` Ch C \i�irde C+ -cat - - _ _ a - --------- - ------- -- -- - - _- _ -- -----, ----- (p _ e { B) se - _ ��- 0''�I I TTED D2 FND.#226 ADDED PER BURNED OFF W14X11lX26 BOLT REPAIR DETAIL 1 AT TOP CONC. FND. ;;230 SEE DETAIL 2 ' Pole Face (i4) p� SEE DETAIL 3 TYPE G TYPE H DIRECTIONAL KEY TYPE A TYPE B TYPE C TYPE D TYPE E TYPE F TYPE I .TYPE J TYPE K TYPE L LENGTH - DINIETER (FND.#335 ONLY) KEY POLE NUMBER 100 20C"•/B 300AJB 101 201 J 301 J 102 202 302 103 203 f 303 104 204�f 304 105 205 305 106 206 306 107 2C7 307 108 208 30$ 109 209 309 110 210 310 111 211 311 112 212E 312 113 213 313 114 214 314 115 J 215 ,/ 315 ,/ 116 216 POLE NUMBER © (DEGREES & MINUTES) 1 -52 32-10 33-32 14-13 14-13 15-10 0 C 0 0 0 0 0 Q Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 . 0 0 0 0 0 0 8/ F BASE MOMENT KIP FT 1133 726 726 5047 ;5047 5047 1268 1268 1268 1199 1199 1199 1137 1137 1137 1199 1199 1199 1002 1002 1002 1137 1137 1137 1826 1826 1826 902 1 902 902 803 803 803 929 929 929 2910 2910 291 902 902 902 902 902 90 10 005 1005 MOMENT BASE SHEAR (KIPS) 12.9 53 .8 53.8 54.8 54.8 54.8 13.4 13.4 13.4 13 .2 13.2 13.2 13.2 13.2 13.2 13 .0 13.0 13.0 12.8 12.8 12 .8 13.2 13.2 13.2 23.2 23 .2 23 .2 10.1 10.1 10.1 9.9 9.9 9.9 10.1 10.1 10.1 27.9 27.9 7. 10.1 10.1 10.1 10.1 .10.1 10.1 10.3 10.3 10.3 9.9 9.9 BASE SHEAR KIPS HUB 5RD. ELEV. FEET 276.10 272 281 .1 295.72 316 S5 281 .00 282 .02 287.22 277.00 280.88 291 .46 267.74 268.29 271 .06 275.60 287.35 297.50 323 .52 326.81 330.45 294.76 292.70 295.88 290.03 294.35 302,18 342 .07 341 .55 344.03 344.45 346.72 354.57 322.39 322.67 325.16 404.57 398.74 392.1 426.50 425.04 423.45 430.99 431 .03 429.00 413 .30 411 .76 409.86 390.66 389.33 HUB (GRD. )ELEV. (FEET). FOUNDATIONS TOP OF CONC. (FEET) 276.75 273.25 274.25 282.0 297.25 318.00 .00 283 .00 288.00 278.00 282 .00 292.00 271 .00 272.00 72.00 278.00 290.00 298.00 324.50 327.75 331 .50 295.25 294.00 296.5 291 .00 296.00 303 .00 341 .00 340.5 343.00 345.50 347.50 355.00 323.00 323.50 326.00 405.00 399.50 393.0 425.50 424.00 422.50 430.00 430.0 428.00 412 .25 410.75 408.75 391 .50 390.00 TO (FFE FOUND,"�` r''� TYPE A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G A-G 9-6 A-G A-G A-G a--G- B-G B-G B-G A-G A-G A-G A-G A-G A-G A-G A-G A-G B-G B-G B-G B-G B-G B-G B-G B-G B-G A-G A-0 TYPE r► D IN- INCHES F - 60 60 60 90._8 84 84 78,66 78,66 66 78,66 78,6 66 90,66 78,66 66 66 66 66 72,60 72,60 60 66 72,66 66 72 72 72 72,60 6 60 60 60 60 60 72,6 60 72 72 72 60 60 60 60 6 60 66 66 66 60 60 A FR- D IN I P� r L IN FEET LENGTH-L1 L2 20 20 20 6, 26 26 26 11 ,21 13,21 21 13, 21 13, 21 21 12, 25 13, 25 25 21 21 21 11 ,21 11 ,21 21 21 11 2 21 25 25 25 11 , 17 17 17 19 1 11 -1 23 23 23 17 17 17 17 1 17 17 17 17 19 1 L T - L IN FEET g 8/8 24 24 24 8 8 8 8 8 8 8 8 8 8 8 6 6 6 6 8 8 8 12 12 12 b 6 6 6 6 6 6 6 6 18 18 1 6 6 6 6 6 6 6 6 6 6 NUMBER LENGTH FEET 20 20 20 26 26 26 21 21 21 21 21 21 25 25 25 21 21 21 21 21 21 21 21 21 25 25 25 17 17 17 19 19 19 19 19 19 23 23 23 17 17 17 17 1 17 17 17 17 19 19 LENGTH (FEET) 63 ANCHOR BOLT CIRCLE ( IN) 48.625 46.875 43.75 67.25 65.50 64.0 53.0 53 .0 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 51 .25 48.625 7.625 5 47.625 51 .25 51 .25 51 .25 55.75 55.75 54.375 48.625 48.625 48.625 46.5 46.5 46.5 8.625 48.625 48.625 56.75 56.75 59. 48.625 48.625 48.625 48.625 48.62 48.625 51 .25 51 .25 51 .25 47.625 47.625 CIRCLEANCHOR BOLT (2 1 " DIA. ) PATTERN B D D J J J D D D D D D D D D D D B B B B D D D F F F B B B B B B B B B H H B B B B B B B PA (2 1 " DIA . ) 4 PROJECTION ( I N) 10 10 10 11 11 11 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 1 O 10 10 1 C 10 10 11 11 11 10 10 1 10 1 1 1 1 F 4 C **SEE NOTE 7 J SEE NOTE 6 * SEE RESTEEL-CAGE LIST & SECT ION B-B ASSUMED ORD. ELEV. (REGRADING IN PROCESS) o POLE NUMBER 316 117 217 317 118 218 318 119 219 319 120 220 320 121 221 321 122 222 322 123* 223* 323* 124* 224* 324* 125* 225* 325* 126* 226* 326* 127* 227* 327* 128*J 228*,f 328*J 129* 229* 329* 230* 330A* 330B* 331A* 331 B* 332 333 334 335 POLE NUMBER L1 zo L/2 (DEGREES & MINUTES) Q 3-42 4-17 4-47 1 -13 0-36 0-10 Q Q 0 3-29 3-1 O 2-51 2-44 3-01 3-20 0 0 0 0 0 0 0 0 0 0 0 15-03 15-03 15-03 0 0 0 -4 - 1 25-34 4-37 3-55 2-27 14-37 31 -07 31-07 31 -0 31 -07 6-20, 6-2 1=-43 52-5 V2 DEGREES & MINUTES) H AS MOMENT KIP-FT 850 1728 1728 1728 902 902 902 956 956 956 1339 1339 1339 1185 1185 1185 845 845 845 2960 2960 2960 662 662 662 662 662 662 3620 3620 3620 942 942 942 8465 8465 8465 1672 1672 167 O 2 a 54 1002 1615 8235 F MOMENT KIP-FT --� a P 9.9 19.8 19.8 19.8 10.1 10.1 10.i 10.2 10.2 10.2 15.6 15.6 15.6 15.3 15.3 15.3 10.1 10.1 10.1 32.3 32.3 32 .3 8.9 8 8.9 8.9 8.9 8.9 44.0 44.0 44.0 9.6 9.6 9.6 70.1 70.1 70.1 17.1 17.1 17.1 27.2 39.1 39.1 40.7 40.7 9.8 23.0 10.7 5 .5 BASE SHEAR (KIPS) 21 26.94 26.41 25.75 25.74 26.06 24.38 49.�z N GRD. ELEV. (FEET) 3 3 9.94 43.32 344.15 332.61 329.09 285.63 293 .79 286.59 183.62 189.06 208.19 174.91 74.56 176.72 93.54 103.02 106.59 24.28 24.72 25 .53 `22.84 22.53 21 .90 23.44 22 .80 22.00 20.64 21 .23 22.22 I ` 19 19 60.40 62.66 62.64 64.08 78.07 215.80 00.63 328.25 HUB FEET 0 o FOUNDATIONS . (FEET) 86.50 359.00 350.50 44.00 343.00 r 294,50 290.00 186.00 190.25 209.25 175.50 75.00 177.25 95.00 103 .50 107.00 23.25 23 .75 24.25 21 .75 21 .5 20.75 24.00 23.50 23 .00 19.75 20.25 . 26.50 26.50 25.50 51 .00 61 .75 62.75 63 .7 217.00 99.50 327.25 I' S FOUNJDAT 10,1 T P A-G A-G A-G A-G B-G B-G B-G A-G - -� - - - - A-G A-G A-G A-G B-G B-G B--G B-G B-G B-0 A-G A-G A-G B-G B-G B-G A-G A-G A-G - B-G B-G A-G A-G A-IJ A-G A-G A-G A-G A-G A-G A-G B-G B-G TYPE �- D IN INCHES DIAMETER-D1 ,D2 60 66 66 66 60 60� 72 72 60 66 66 60 60 84`60 60 60 60 72,60 60 90,8 90,84 84 72,66 72,66 661 72.66 72,66 66 120,84 120. 108 108,84 78,72 78 .72 78,72- 120, 10 120,.1 120,108 78 72 7$ 7 78,72 90,84 90,84 90,84 90,84 90,84 72,60 72,60 72160 120, 10 DIAMETER - D1 ,D2 DIN INCHES L IN FEET LENGTH-L1 L2 19 23 23 . 23 17 15 7 95,17.5 16 23 22 22 9;15 21 21 19 7. 19 19 12.3 12 35 35 11 . 20 12, 20 2€3 12,30 12,30 30 14,60114.60 14,60 12,46 12,46 12:46._ 14, 36 14,30' 12.36 13 26 13<26 13,26 12, 24. 11 ,27 11 ,27 12, 28 12, 28 12, 23 8, 23 8,17 10, 21 LENGTH -L1 ,L2 L I N FEET NUMBER g 6 6 18 18 18 4 4 4 4 4 4 18 18 18 6 6 6 26 26 26 8 8 8 16 10 10 16 16 6 8 6 30 NUMBER LENGTH (FEET) 19 23 23 23 17 17 **12 1G 16 23 22 22 15 :5 21 21 21 19 19 9.58 9.58 9.58 10.75 10.75 10.75 10.75 10.75 10.75 10.92 10.92 10.92 9.08 9.08 9.42 11 .17 11 .17 11 .17 10.58 10.58 10.58 12.75 9.33 9.33 10.58 10.58 23 23 17 21 LENGTH (FEET) ANCHOR BOLT -CIRCLE { ` 7.625 51 .0 51 .0 47.625 48.625 48.625 50.0 47.625 3 > 5 38.875 61 .0 61 .0 61 .0 44.25 44.25 45.25 79.5 79.5 79.5 49.0 49.0 49.0 59.0 49.0 49.0 54.75 54.75 48.625 49.0 44.25 77.75 CIRCLE IN ANCHOR BOLT PATTERN B C C C B B B B B B C C C C C C B B H H H A AlA A A AlI I I B B B K K K C C C G E E G G B C B L PATTERN (2 4" D I A.) (2 4" DIA' ) PROJECTION ( IN) 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 1 10 11 11 11 10 10 10 10 10 10 11 11 l l 10 10 10 11 l l 11 10 10 10 11 10 10 11 11 10 10 10 11 PROJECTION ( I N) 4' it CL 1 APPROVED BY SEATTLE ,,.i APPROVED BY SEATTLE j `..t ENDORSEMENTS CITY OF SEATTLE 230KV OVERHEAD TRANSMISSION CLASS. C .1 AN& Z Q Z BOARD OF PUBLIC WORKS � J BOARD OF PUBLIC WORKS I Q DEPARTMENT OF LIGHTING G SIGNATURE DATE i- CTi tyt i' 1- t`1l ('� ® �"� Ld R * ,il ^"z q� J DR 6°77 JONN M. NELSON.SUPERINTENDENT .o. Q ry f r<ST0 i ELSON ■ TO S. DRAWING NO. ft CHAIRMAN O N CHAIRMAN F U U � �' a G C-l -7► APPROVED FOR DEPARTMENT OF LIGHTING � � ! EXEC.�R � � � � � ExEC. SECRETAR � `� _ f �f� t E i / / ,t "'J r` �� I /! "t' +� «,.aPLE & PO' INSTALLATION SCALE Q a / / i/ 22D9 `�,p 'i 2204A cot m 0 i � _ �`.�." DATE � - - . .l." = 1-0 � No. + ,'s a r^ REV. '» DATE SPEC. N0. h I i s ' f ' DATE SPEC. N0. I .� L U