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1987 - Santa Ysabel
-' , v AF fin Agilk Aff IL IA"L N TA Y A or AV N A 41 V%. 10 L`y m -muIL 0 r" HA %0""" E PRO%It.,c T y p 11 11 f �o Py STA . 26 + 32 TO STA . 3 + 3 2 SAN FRANCISCO IT UNh " I L SANT A YsAeE� AVE. ati� RaOLE$ AI/E, BARBARA NORRIS --- MAYOR v fi AvE. BONITA BORGESON ,• •, , .. , , . . . . . . . . . . ... . . . . . . . .. .,. . . . . . ...COUNCILMAN �' o WAYNE HANDS ITY_ . . . . . . . . . . . . . . .. . . .. . . . . . . . . . . . . . . . . .. . . . . . . ... . . . . . . . . ... . . . . . . ..COUNCI LMAN MA JORIE MACKEY. . .. .. .. . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . .CO U NC ILM AN CHARLES BOURB COUNCILMAN v ATASCADERO EAU . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r IT*T- ALS 41 SANTA BARBARA • MICHAEL SHELTON _. .. .. .... ..... ...... .... .... .. ...... ......... .. . . . ......... ........CITY MANAGER LOS ANGELES JORGENSON JEFF -� . .. . ..... ............. CITY ATTORNEY PAUL SENSIBAUGH .. .... ...... ......__....... PUBLIC WORKS DIRECTOR / CITY ENGINEER r, ion HENRY ENGEN......... ..... . ..... ... ..... .. . .... . . ... .. DIRECTOR OF COMMUNITY DEVELOPMENT VICI LOC TION NITY MAP NO SCALE NO SCALE r\ E A E D BY* AL a A00% anift. APPROVED : ff u u tm\TH ST E N I N E E R 1 1 Nit v• b 4ft6t S U I T E 71 PAUL SENSIBAUGH R.C.E. 40144 ZA4th PUBLIC WORKS DIRECTOR /CITY ENGINEER " A L I Fam' "k L E " t A 0 NIA 'f ---lezl- t STEVEN Yl. STER R.C.E. 29743 3 9 PROJECT MAN ER EXP. 3/91 " 5 1 7 e Tia P.� G+ SAN L Is Mop u Bi F0 UNTY u I IFORNIA "pvmwwwm� "Imopowam lift "WAUL _90- "WANONSAft.L m VK L IN A to N T xvuc I I N* JOIN R. Mc CARTHY R.C.E. 29457 { ENGIN SER EXP 3/91 "JECT ----------- ------- ...... ----------------- -------------------......... ------ --------------- ------ ------------------- ------------ ------------- DRAWING LEGEND,- E: N .E: FR L. N C:) �F E: S3 E 1E.=� 77 XF. I rs%o..J E) E.= 1. The City Engineer shall be notified at least twenty- 15. ?he Contractor shall be responsible for the protec 1. TI TLE SHEET ,3 four hours prior to starting of construction. Any tion of public and private property adjacent to the construction done without approved plans or prior work area and shall exercise due caution to avoid :'F: CONSRUCT NEW STREET SECTION PER TYPICAL SECTION 2. INDEX SHEET, GENERAL NOTES, LEGEND notification to the City Engineer will be re jected damage to such property. The Contractor shall and will be the contractor's and/or owner's risk. replace or repair to their original condition all REMOVE EXISTING ASPHALT AND CONSRUCT NEW STREET ' SECTION PER TYPICAL SECTION 3. PROJECT PHASING MAP 4 improvements within or adjacent to the work area 2. All construction work and installation shall which are not designated for removal, and are� conform to the City of Atasca.dero Standards and damaged or removed as a result of his operations. CONCRETE CURB AND GUTTER 4. SANTA YSABEL STA. 10+50 TO 15+20 u' Specifications, and all work shall be subject P to ap roval' of the City Engineer. 16. All base material and asphalt shall be in confor- STREET LIGHT 5. SANTA YSABEL STA. 15+20 TO 21+50 y :r � mance with current Cal Trans specifications. 3 4" or I ° ecificatn p / UTILITY POLE 3. Soils tests shall be done in +accor lance with the medium max. for asphalt, and 3/4" max. class It CONSTRUCT WALL 6. SANTA YSABEL STA, 21+50 TO 28+00 County Standards and Specifications Sections 11- base. lxisTiNG WALL , 351.1403 and 11-351A404. All test must be made EXISTING TREE within fifteen days prior to placing material. The 17. Traffic control shall be in .accordance with Cal 7. SANTA YSABELSTA. 28+00 TO 34+50 ` test results shall clearly indicate the location Trans manual for traffic control and shall be and source of the material. - --- EXISTING FENCE satisfactory to the City Engineer. Two way traffic 8. SANTA YSABEL STA. 34+50 TO 41+00 shall be maintained at all times. The contractor shall 4. Compaction tests shall be made on subgrade submit a traffic control and detour plan to the City EXISTING WATER VALVE material and material placed as specified by the Engineer for approval prior to work. A EXISTING CL MONUMENT g. SANTA YSABEL STA. 41+00 TO 46+50 Soils Engineer. Sold test shall be made prior to the placing of the next material. Compaction tests 18. The Contractor shall not be responsible for relocation --E--- EXISTING ELECTRICAL 10. SANTA YSABEL DETAIL SHEET shall be approved by the Soils Engineer. of gas, telephone, cable television or electric power facilities within the scope of this work. These --W-. EXISTING WATER 11. SANTA YSABEL CROSS SECTIONS STA. 10+50 TO 20+50 5. Subgrade material shall be compacted to a relative facilities will be relocated by the respective utility -.- -. EXISTING SANITARY SEWER compaction of 95% in the gone between finished companies. subgrade elevation and one foot below. All material 12. SANTA YSABEL CROSS SECTIONS STA. 21+00 TO 31+00 ----T--- EXISTING TELEPHONE in fill sections below the zone mentioned above 19.' The Contractor shall make smooth transitions from shall be compacted to 90% relative compaction. driveway approach to private driveways in like material EXISTING GAS as existing driveway. Refer to cross sections for 13. SANTA YSABEL CROSS SECTIONS STA. 31+50 TO 41+50 6° Straight and uniform elevations shall be established details where major driveway modifications are required. TG TOP OF GRATE between spot elevations. 14. SANTA YSABEL CROSS SECTIONS STA. 42+00 TO 46+73 20. The Contractor shall be responsible for relocation of TP TOP OF PAVING 7. All grading and related construction shall conform water services, and sewer laterals a3 15. SANTA YSABEL. DRIVEWAY CROSS SECTIONS WVs to the requirements and adopted ordinances of the that may be necessary due to the construction of the WATER VALVE City of Atascadero including the 1982 ed., U.B.C. road section. ' Chapter 70 and the standards pertaining thereto. MH MANHOLE 21. Retaining wall construction shall be done with coordination of the DI DROP INLET 8. Construction Contractor shall contact Underground Property Owner and City Engineer for final wall dimen- Service Alert at 1-800--642--2444 at feast 48 hours sions. No work shall be undertaken by the Contractor without CB CATCH BASIN before beginning excavation and shall verify the location of any known utilities, and whether or not approval by the Engineer to work an private property. The TC TOP OF CURB a +representative of each company will be present Contractor shall maintain drainage, replace and/or repair any private irrigation systems or landscaping disturbed FL , FLOWLiNE during excavation. during the course of work and provide a smooth ground transition from wall. EP EDGE OF PAVEMENT i Southern California Gas Company Atosca d.ero Mutual Water Co. , f Phone: ($05) 964--7$21 Phone ; (8 05) 466- 2428 I&M WATER METER L P• 22. All driveway transitions shall be field adjusted to fit the exist- Pacific Gas and Electric Company ing conditions at the time of construction, Contractor shall GB GRADE BREAK Phone: (805) 544--3334 coordinate driveway transitions with the City Engineer and DWY DRIVEWAY Falcon Cable TV Pacific Bell Property Owner prior to beginning of driveway reconstruction. aFIRE HYDRANT Phone: (805) 541-1700 Phone: (805) 466--3040 QUANTITY TAKEOF"ES 23. The Contractor shall call to the attention of the Engineer 9. Locations and elevations of existing utilities where any conflicts with existing drainage patterns prior to con- , EXISTING t shown on the plans are based on available records and stru ction . are approximate only. Contractor shall hand expose Tom' M UNIT PHASE A PHASE B PHASE C PHASE D TOTAL utilities at least 100 feet ahead of construction in2. . 7H� CONTRA 'TDR Sy.�LI /N5T,4LL 3 INCH F'!/C. a alme • cw 77-EA L.r-. 116o 9/4- .5l02 /98/ 4 order to verify Location and depth. Contractor agrees r /YYeS 7'HR-OUGff GL0Z/3 F'AC& Lt/94F4& R6=Q',Q. O e W AMpAaa 6# EA. I0 4 /0 , that he shall assume sole and complete responsibility =OA 02,4//V,4&L for locating or having located all underground A.C. I',Qi/ %� T ✓'./c' 7; C?20 2 ,327 3_e 032 *8`,060 /3014*9 utilities and other facilities and for protecting some ACo&. OAeC, 04P. 30 6004 aralgeO 37,0000 461102 /.501172 during the course of construction of the project. Any A Ian location of existing facilities 12 f��TQ//V//Y(� l��dLG '' .�' �,� X53 deviations from the P � �' 996 shall be brought to the attention of the Engineer so the /�OGk 6�t/stLl ��'./ 1.99 0COB 2-56 a appropriate revisions may be made. X--CV77*4K .45-19r. !8 ¢ 7 s 756 wo -v1.0b:k VA I X 0.r_- 0 CD 4"T E E E N 0. Neither the Owner or the En ineer of work will enforce safety measures or regulations. The f�L�il/�/GA/ � /f' A- 2 0 3 2 7 1 g ` contractor shall design, construct and maintain all safety devices, and shall be solely responsible for CONSTRUCT CURB AND GUTTER PER CITY STANDARD C-1 conforming to all local, State and Federal Safety 2 CONSTRUCT SIDEWALK PER CITY STANDARD B-5 and Health Standards, Laws and .Regulations. � 11. The Contractor shall be responsible for the CONSTRUCT DRIVEWAY PER CITY STANDARD B-3, protection of all existing survey markers during WiDTH AS SHOWN ON PLAN day construction. All such monuments or markers disturbed shall be reset at the Contractor's CONSTRUCT HANDICAP RAMP PER CITY STANDARD B-7 DEMOLITION AND REMOVAL expense. CONSTRUCT STREET SEC77ON PER TYPICAL SECTION 12. All unsuitable materials shall be removed from the A,6.P'AVFM NT 6.P. 201°97,5 /A, 66/ 20,28$ 29,54- lcl7,�►�3 project and to a suitable disposal site. ® RELOCATE UTILITY POLE ANDIOR STRUCTURE AS REQUIRED BY OTHERS /Z/ AXK HALL L, I300 130 k =. .13. Dust control is to be maintained by appropriate ADJUST MANHDLEIVALVES/MONUMENT TO GRADE PER CiTY rjVC ' ,,,,,�,0 22 36 2, 5 moisture content at all times upon commencement of STANDARD S-.3, W 2 work, including periods of suspension of work, until 6"111 f�'OGk /.4LL L• 0 $ 83 final acceptance of the project by the City. 8 REMOVE TREE(S) AS REQUIRED C41VGR,ETE a7 45'A. 3 . . �� OONcY'�645 W,40< 6.,a, 0 //2 /00 212 „f 14. It shall be the responsibility of the Contractor(s) RELOCATE FIRE HYDRANT AS REQUIRED to be fully informed of and to comply with all laws, ordinances, codes, requirements, andRAISE CL MONUMENT TO GRADE PER CiTY STANDARD M-2 standards which in any matter affect the course of construction of this project, those engaged or 5 REMOVE EXISTING CONCRETE s employed in the construction, or the materials used in the construction. CONSTRUCT RETAINING WALL AS REQUIRED, SEE GENERAL. NOTE 21. NOTE: QUANTITY TAKEOFFS ARE TO GENERALLY INDICATE SIZE AND SCOPE OF EACH t PHASE AND ARE NOT TO BE USED FOR BIDDING PURPOSES. THE BID ITEMS AS SHOWN IN THE BiD PACKAGE SHALL. GOVERN. REVISIONS r '. N0. BY DATE DESCRiPTiON COAST ENGINEERING INC. CITY OF ATASCADERO SANTA "ABEL AVE RECONSTRUCTION CIViL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT29743 GENERAL NO' S 12 . . PATE AND LEGENDS Z 715 24th St. Suite 4 P.Q. Box 1357vt A4Z4A 4, _����7 Paso Robles, CA 93446 Cambria, CA 93428 °y DATE STEVEN J. s s R.C.E. 29743 ExP.3 DATE 805-239-3127 805--927-8651 DESIGNED BY: DRAWN BY. CHECKED B : JOA NUMBER SCALE: SHEET: JRM B RIVT 6-186 N A � OF 1r� SCALE I INCH M 20 FEET , 010 20 60 x , x w Q61 NW %C*$ fib Q 404 cc NIL bf� N YSA AftAV NU PHASE A rw% H A`01 Z05" E B 44. 6 Z 3 4 M t ' 3. HHASE , PHASE D ' �Jy.. � 2 Mr a °GaY L 6�: �f N kh M v t+ t�^ b , fv� f 1� e N h� ALg�. REVISIONS NO. BY DATE DESCRIPTION NORTH COAST ENGINEERING INC. CITY OF ATASCADERO "i, ` CIVIL ENGINEERING LAND SURVEYING • PROJECT DEVELOPMENT SANTA YSABEL AVE. RECONSTRUCTIONCTION 297143 #_, EXP-3-9� PROJECT PHASING MAP DATE 715 24th St. Suite 0 P.O. Box 1357 wl r� Paso Robles, CA 93446 Cambria, CA 93428 , ", -z 805--239--31 27 805--927 --8651 `: DATE CA TEVEN JSY STE R.C.E. 29743 EXP. 3!9/ DATE . DESIGNED BY: DRAWN BY: CHECKED BY. JOW NUMBER F SCALE: SHEET: ✓��Yl JL,B ✓R10 8a-/e6 �t//A -5 of raj » _ -_r,____. __.__..- __-. -_------------- �.�mm.._--- � _� �_,____._.___ m_ � _ m_._. -------------� _ _� �F._..a._.� ,_m_2.__� ___ Z. 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'�r ��il wrD �< www �-I�r �w ��siA�rr��+�wr� A►rr.:ra•A�>"rirw.r��err.�►..:,tw�iwell�r►,rrawttwrir.:ah�allrrrw�rr►��rw w�rr�wriwwr�rlwri rnri i �.,--yc.� ww� ��� weir �� �� i � i i rr�rrr� irawr'®i �-�r�l irwi� ; I��rAr r�7 f � r tMi�v �4/ wl.Ilrr � 1 i I���M:.rIIrI1lrrii�� i wi_.SS ,,A./ `:o r.�"L>'!/�!r IfI(/rtrlfawirrl'rl(Mr7'.IrAk:..IA•. wlllwllllw LM�rwwl w�rl r' iM�rAliA• A -� Irr��� � �w � � ww1�i j �i ii� �iwl �i EM rw=vel\a.�llww i� �iwwrrrrM/ w■M./r wilr�wrl'wr��-r �w"�i'i it wilwir�ii�wi�rwri�rrirlrrr i�`i �wr �=wr'�II r■wiwrlrlrrrrri ullrllrtrrrlrsr �ww-Ti i�l-rlwr��ww�l r-w��==wll� r�wrr�lr=�»r ���� ����•., o-� �- � ��-� .-,�-.� : . r AV 'Re � Q OVA � ire► VA ____ l�1EAM �lw.. , wrrlrlrrurir-7INM.-�!r�r�.:,lrllf'i�'#� A d N«,.uw+wx'W r { r i i I - , . �1A.r/.rllr►Ir>rr.��l�.���ll�'J0�1�,�111� . r . F r 7 ♦ r. , » r A w �I►� Will RE rA / "Now aftiA//A/0 L L A]01 & 5. , At 1. These retaining wall designs are ;based on uniform soil, conditions exhibiting, G`l7"y Tp 00 WV/°P/69�T OF WAY the properties shown on the details, Actual sail conditions which deviate � QUl/?.5p'. G 7© appreciably from those assured, and situations beyond those tabulated, shall 6�x rewire individual consideration, Th X-64RS Z 4314'',5"' r p ?. Reinforcing, steel. shall conform to ASTM '615 Grade 40, !9 MA7CN�.I'�/5•T//VG FGpL(�Lt/V 3. Reinforcement of a size and spacing other than indicated may be used:; pro- r ., /� �In vided such reinf41 orcement will furnish an area of steel at beast equal to � ,�_�r '� f�'r Bre fir, '��► t� I�,�, '�`� � /.��' � V that of the steel indicated in the tables, `� �.�.. ,, ,, fur, ,,� t, I-err y r,, Alternate X-bars grafi' .be stopped at the mid-height of the wall (h/2) if the �^c ��,"�i�'! r spacing of.Fars extending; to the top of the wall does not exceed 36", f �' � � 5�fir, � 25 8 •� ' � �,' t� !tQ '�,� � f' �°,� ,,�� � � " � //���}�� } ` O / 5, Splices in reinforcement shall be lapped -a-minimum of 30 bar diameters. b. Concrete shall be Class,B (5 sacks per cubic yard). .)C��4 �� � 7Yf�'� "t�''rc5'G�/� •' t�11�� !�1"rr17""�.�G d'Yl �1' G�/��r!'�1 L1iS' rte? ��--- ' ' C t/d C.r4Y F'L �L H6MDV4' EXISTING 7. Maximum aggregate size i" T 4.4T, QJ' .. 9. fA�� u (�9 ���p.w/+.�y,� .�+ .ry «��/^� * r�,Y' # Pkk Yjf�f i,.'V I i. f> V/!I(,.f 8k Vibrate all concrete and grout in place.with,a mechanical vibrator. '! # x X ;:,' �' k % % "11 9. Footings shall. be set in undisturbed soil at least to the depth of l.2", ek � �- ✓�f/�/r� ��/�.B.�44/s?� � �' �� � !ST tt � x k " ".�''`� -�' � �• �C�N� �� F�r� a �. X % x ,dam`' r4 'G'J1t.4 'L Ira G'. X X X , Q �ryY J fG . `mss, CCI 'fryfr'/ K k X x x X X x \\\ k x x r _ . ^✓ I/VI� , ` � / 'k k M 7f k ,M, x x� BLOCK WALLS; °SIT 1�'CJC' !1V X k k k X X �5 // " +A •• V / �r �/��p���r R�� � � Cr r'k k. x X k k x k x• x � % x x i r • • :4: ! f...4/Lr^ f V f #�x k k X +.iJ k.X k l.. X-bars extending into wall shall. project at least 30 diameters into the filled d o i\ 11 " X k. � X X x•Y"`x X K X X x X % cells in the masonry, �► x X X x X x x x X X x x f / �f�•.. -rr^^ x x x X k k k ,X�X \ •� k X % X k X ,,, 2. All cells shall be filled with, grout, � ' ,rl • Q ' X x x x X k k % %x x x x x ,� X % X x % .• k k k -k k k (`1� x xi X k X. M k X k k Ixi x x M x X k X x X X X X % k 3.' First block may be imbedded in footingr 1 f.4r�J^ ¢ 4 `fix x. x x x 7t k k X k X x k X X X k x X FS Ct x k XIX k X 3 % X `«✓ - \x x`k % x x kXkX % X XXX 'y�X% ' �y�,. /yr�� �"S/+� w,,,,. /` AJA7{Vr d k .% /. .'.x X k X x x k X X ' 4. Concrete block masonry units shall be Grade N lightweight aggregate units - �,4R►��j' '�• in accordance with AST 4 C90, k % X ,..- a6� re rr *M'.k X k x '.�.k: �, X % % # X X k X X x X X\„ % • { 5. Minimum mortar and grout strengths shall be 2000 psi in 28 days. � /�� � " X % x % X k x k X x x X x k; � a" " �rC�C/TT�f�, ' X " X X y MW CL/R4610 D 6. Standard high lift grouting procedure including vibration and revibrati,on r� k. k , .+•"' rL.,r,J x k k X % X % #x�r�f„€M(f7:r ~ X X x ,/ X k i�:.., ��' l / {�4I !1,�/ I) Y x shall be used. Provide clean-out openings at the bottom course of all cells. ,t X fix , /LX-i1(//N•� xx k ° 'k X kr5c X x k X x xo `s wr Ga/�At'�0/"�' ,j, X X L`1.1 V � 7 x 7. Concrete block masonry units Shall be dry before grouting operation. //ryyryy�� k % % k X x x x X X X i � X X "' X X % X x x X x x # X X X X X X M % X X X 7t X X X., X Vertical steel must 'be tied to X�-Bars at bas-e, or secured with J V X %'x k X x k X M X k /"1 ' X x SJ Spiders, ..�. X X x x x X x x x k X k X x x x x x Xx x .' X x % Sc X X % % : X x x k X X X X X k X. k X , k X x X X X X X�% M X % x % X X x x x X X x X k x X I'X X X % X (ny X X x X X X X X Jt X�'$t.�t M % % ♦. x x X r X X X X X xkyj�k'J X k.% % % X k k X X k X X k x x % X X x k X X X X k % a k % X k ! /� % x x X k` x % X �` A k k k k X X,?C"x X X % X X /0; a; XXXdRk XX % # X xXXX X k X X x X k X - t - kX X X k X X X y, X % k X r . X x x k x % (.Vl rC �"� w Ctr'y rQ a,6�.411v RIGHro.= ,4y ' X XIT T� CRO66wGU71SR A S'f�AVl!/R,5Co vR eowsl,�4Clcxe x k X X x . ,t� 4/t��3LQCh'.520 ' , , X X k k ' ,�,QTA'�": S'?'2�. G 2 x X �� R ,�;�, � x X J7�Jc�l/V � � _=- as' . CDr1r3`TRG�C?� GUrr R '� T� � °� �� '° T� 6Xlsr1A`G ,4$A#,41 T Cn C 17- 46, 11,4, . '`X c' ''xls" CI trC, pS' y _ C1 ` �3C `-> ( V'�► or i/ �+Il •I+CJi4 �� 00 Fa ri ° ."V", f � c �.4C'k'E' a"- ' FLJTG1f�"� 51,06 t/A1_X rq� e la���� � i a c� 05 314"�4,0. -- -� to STA. 40/-90 TO Mki ao ,J S74 .5,9/00 TO -W, 0 R '70,ad' Gfs'Cl�NCRI /, hal ClrtlD1�S'!" 1,�? v DII. 10A 4- =.�3 PUEBLO AVZ,1SAA1TA YSA86L AV"ii t fa A.C. 'ER44 DE Vic N -f �v 2• 1A1r6RX,6CTrU/ lET.�Q'l 01JlIL11VIA/0 ll DEII.. /1 /I CALE ! NOTE s 4 aD ' �.E�'5` , 1. He+ght of 'wall is vertical difference between finished grades, T 2. All calls must be' filled with"gcawt, •� k" - f `�" 3, -First block rney bo imbedded in footing:, 4. Place a !d er of coarse y fil1 'Lth't cS'l,�EGY.4f..h' Y gravel against tfae back of the watt a at least 1 cu.'f t. of gravel t r around each Broin. 5. These walls are designed to be used at, the back of sidewalks but may be used elsewhere x; if the footing is stt.at least to the depth of the top of the foo' ting. k 6. These wail$ may be mode of Reinforced Concra�le with o wall .thickness of 6" ? Omit mortar from the vertical joints in first course above the ground at 32" centers for weep holes. 00 r f I� o� 1 , y i '7-oa rO 4��0 Ila st SANA Ve s TrP144 4E ,T/ YO 7�E: (Al I- 5,'G770/\/ .4 LL. " AA* Ta AF COMI,"A67e- 1 rd 0 , ��rrGY. ��AcT r 4W OU& REASSIGNS G NO. BY . <. DATE DESCRIPTION COAST ENGINEERING Ht G"* / TY � ATASCADERO...I CIVIL ENGINEERING • LAND SURVEYING PROJECT DEVELOPMENT ., � s J'U.' 7"RC1Tl3N 29743EXPr , . . J DETAIL SHEET 715 24th St. Suite n > DATE ` P.O.PQBox 1357 , Paso Robles, CA 9344E Cambl-ia, CA 93428 �,< �� �• . 805--927--8851 g� DATE- 805-239-3127N J. Exp" n w;. DESIGNED BY: DRAWN BY: CHECKED BY: B N BER SCALE: SHEET: t �- r 14 63 RV 01 �,gm AP Ly r {� '5 24*50, 0/4-00 W. �x" _ ,, _ .$ r #[ 0 I' � '""_ `�YVi./ fir,..r^-•_,-w-J*"^^`^^_^. (.,,..,..�..,,�...,„ a'.:w i .Ylj, F l 7 ltil ;r 25�00' 4 j 44 Lb 571 t a I yf.Y.. r•" f!y r 1 ) x r 05, 50 �• *00 r _ ,m a.. 22..f- s V < 411 116° . U/ , 26" 00 29 (� r f y � r I t k , 3 - 0 A Vil /py, y r� yg "y t • 30*00 23. 00, v w k » r s n b Lo 590 ,. r n 4 lle, *50 -50 27�00 ft-30t x.,., I � m r 94 a :y LS .n , ff 1�♦ r 00 r s 31 -- 0 27f-50 ' 1C ON C o C77 STA, 1+ + C TASCADE�t -�-SANTA d s 5C4Le 12 15 -4 C^ i - JFK+"'V• p 4 F IN R r i , Gv 60 01' �* / 1p 902 �- :8 ,503 -00 51 ; F K"m"'M 31+ 5_ 0 � a t r` ��• jlr� Fwd' �(/j/� �/ A frIP . -�,_._, y t�� t IN 6 Qr, -906 906 -00 ��� d��*'�!k f� M ¢ ��/I//'YY94 �.�+�Vr) �' Atf •'�\l/l �r /' t iwP A..Yr a � . j,a i ♦P as � 3 5-ff lz� , s "Y4 , -- 32�004 ' X � ��RR-d�Mse(t +;. - _' {{{ Wl`F - �P..� Y{t'f Vp. ✓ oq� ju ,.. 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