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HomeMy WebLinkAboutzS-1454SetSA NITA RY SEWER i.. 1. l HEATHER DOWNS ENGINEERING DEPA R THEN T WARREN C. GONNASON, Public Works D/reotor LEGEND PROPOSED SANITARY SEWER —P— UNDERGROUND POWER 4m STANDARD 48" MANHOLE —x —x —FENCE LINE x, p� DMH DROP MANHOLE O POWER POLE 0 MH -f4 SE. _2ND PL. M la r- TEE LOCATION R FIRE HYDRANT j 55 / y 5 li 2 4 3 I z 54 2 C f 6 — i ` s2 a o Q Z I3 T : / 4 � 7 STUB LOCA71ON o LAMPHOLE 53 s to " 9 °B Q s s _ EXISTING SANITARY SEWER ❑ CATCH BASIN 5 51 5 A 1 EXISTING SANITARY MANHOLE WATER VALV I O J 5 to .� f• 3T\ -w—WATER LINES WON WATER METER 4 N 21 2 as al 96 45 44 43 4 1 8 T— UNDERGROUND TELEPHONE 13 MAIL BOX >I 43E.I_3R0 .P a f = sD =STORM DRAIN F. G. FINISH GRADE �I 5 6 7 13 IZ ® INDICATES SHEET 4 OF I6 , to 9 q o l 2 3 4 5 6 7 b! SE 4 T SCALE: I"= 200' i -47 (' 4 32 3 I I 4 S /3 E H2 4 MH -5 O _ _ MH -6 MH -7 `/ MH-8_ fdH l9 V% 6 ' _ -- _- � I 7 B 9 /O � 11 irk H -4 V 14 U N! T S / MAPL EWOOD GOLF / `' �P, s+iVD COUNTRY CLUB, INC. . I , - m--m GENER4L NOTES I. ALL WORK SHALL RE DONE IN ACCORDANCE WITH A. P. W. A. PLANS AND SPECIFICATIONS 2. TEE AND SIDE SEWER LOCATIONS AS SHOWN ON THE CONTRACT DRAW/NCS ARE SCHEMATIC ONLY. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE PROPERTY OWNERS TO DETERMINE THE PROPER LOCATIONS TO INSTALL TEE AND SIDE SEWER TO SERVE THE PROPERTY. 3. ALL SIDE SEWERS SHALL BE INSTALLED TO THE PROPERTY LINE AT 2% MINIMUM SLOPE. IwIrr. �o l 3q 30 qS MAP CITY OF RENTON DEPARTMENT OF ENGINEERING ° � � L.I. D. 297 � ,�( - & TITLE SHE_-1-E_T /. 5ee• Siieo71 2 DESIGNED ~'-B DATE 8 -77 3 PILE No-L2 -4•24 I j^ 'ORAWN_RLtI L ". See Sher {s g 9 !Pg '4 -78 — GHECKED saALE.Q$ SHOWN., REYiSIQN- BY APPR Uf .E APPROVED Lb _ 9 s '.4 1 9 x TRANSM. LINE ESMT. I_ TOWERS — N 52 °02'30 "E _ _ — S� �p9� \ \y <0 \ J 16" OIL LINE o � 16�� OIL LINE _ 0 ' OFFSET LINE 2 N 53° 08'53"E — 4 �0- 0 +00 E. OFFSET LINE - „ 8 +01.03 hl 30'TEMPO bj MH -4 MH -1 0+60.00 N. + + PT' p (LOCKING COVER) 0 +07.63 E. 11 � h� N 52 °02'30 "£ a m er m � 1 - -- - -- —G- - -- -- - - -_ 154.40 / h3 �10'PERMANENT EASEMENT \ nOj— CONST. ANCHOR BLOCKS PER DETAILS -O 72 L.F- /O °(CL. 5UI / SHEET 3 M N 52 °02'30 "E DUCTILE IRON PIPE =v 2 +20.00 - - -- 212.58' MH -2 (LOCKING COVER) 5+26.16 F RE/Mm ✓Ed / ( SEE DETAIL SHEET 3) MH -3 v� (LOCKING COVER) 0 / 2 3 4 / 5 6 7 /�— o� 9 ov PROFILE SCALE / EXIST GRADE / -- APPROX. FINISH GRAD T. � HORIZ. l " =40' VERT. l "= !O' / / -' / �� _— 310 120 54 -0 8.13 I I P 'L. PIP F -10 "PIPE @ 0.40 300 //O / P _ Q) 6.13 290 EXIST. G RADE a PIPE (:)o l00 ANCHOR BLOCK (TYP) � N O o 25�F 10 At N 280 72 L. F IO "(CL. 50 ) 90 / DUCTILE IRON PIPE tit 98.13% J o ° 270 N / 2? 80 N ° o + _ / co 0 2w N� / ^Nro o (D 260 2� On / co N t/ 70 0� ++ o W FILL AS REQUIRED TO MAINTAIN 3'MINIMUM COVER '- 250 2{41 L. F. - IO PIPE @ 0.40 240 ON 50 =Iz ua; I 0 z? M-.�) NO 0)� °^ SANITARY SEWER-PLAN Q PROFILE / p^p app HEATHER DOWNS 60L.F -l0 °PIPE @ 0.40 % i 1» {91 L. D. 297 . l 9DE 4I. PIPE BETd;�_ENMH -3 R8. `J 9 -11 -78 RLB 8 -77 12 -4 -24 (37710 L.F ON SLOPE) AS SHOWN 461 - 8" PIPE @ 3'MIN. COVER G , 343.E AS-BUILT -�� 2 16 12 --4024 I 1 - 9 +44.58E MH_5 - -- ----- - - - - -- 9 +39.58 E = 9 +2!.03 N —= 9 +21.03N (LOCKIN COVER) 30'TEMPORARY EASEMENT - - - - -- IJI I- _- -_��_ /O - Z 13 SEE SOEET 4 1 --- J7 -! !O'PERMANENT I? 100' PERMANENT 1 1 1 i- I FasFMFNT I I ' I i ti W � 3 0 N °o N W U W 9 320 310 l0 1l HORIZ. 1"=40' VERT.. ;'- 4' 12 13 m M II ENERGY DISSIPATING M.H. M.H. -2 a M.H.-8 NO SCALE 7LLED NC. 6 q99 L. F. - 10° PIPE O -4v i e� P� e BELL O , 300 0 >> $ i PIPE COLLAR , u , 00 NO. 4 BARS SANITARY SEWER PLAN 8 PROFILE CLASS X CONCRETE SECTION -� PLAN PIPE ANCHOR DETAILS NO SCALE q99 L. F. - 10° PIPE O -4v i O , 300 0 >> ? ONE _ , u , 00 m r� SANITARY SEWER PLAN 8 PROFILE HEATHER DOWNS S-191 L. L D. 297 RL9 B -77 12-4-24 RLB AS SHOWN 461 AS BUILT C- 3 16 12 -4-24 330 320 SEE SHEET 5 30'PERM NENT EASEMENT I 51 SEATTLE WATER PUMP STATION 'p SEATTLE 0 30'TEMPORARY EASEMENT SEE SHEET 3 MANENT CONST. ANCHOR BLOCKS PER 2/ +79.03 Q ro 2a4 17+44.58 DETAILS �p 13 �44 58 EASEMENT SHEET 3 M -9 MH- 7' MH-8 L CKI COVER) 1116TH MH- 6 SEE DETAIL SHEET 3) R LOCKING COVER) (LOCKING COVER) 1116TH LINE !SEATTLE WATER Co. EASEMENT) / — 36W M I \ APPROX. FINISH GRAD E 13 400-70 pIpE e 0.40 % 300 ON MO 16 PROFILE SCALE HORIZ. I"=40' VERT. I" = 4' EXIST. PROFILE � O 20 21 + 350 J / O 340 0 / Q� Q� ,L� < I (b ANCHOR BLOCKS a7 M� / �� -q 330 A5- BUILT SANITARY SEWER-PLAN a PROFILE HEATHER DOWNS S-191 L. I D. 297 RLB 41-77 12-4-24 RLS AS SHOWN 461 RELOCATED 44H-7,REVORADES RB 11-13-78 4 !6 12.-4-24 w 4" 55' i 1 -3 +08.18 -0 +0700 2 +85.00 6 +50.00 MH -9 (LOCKING COVER) MH -10 MH -1l �— MH -i2 - - — - -- 0 +00 UNION AVE: S.E. - __ -_ - - -- 2 +90.00 UNION AVE.SE. -- - - - - -- l[-� F - -0pp = 0 +00 SE. 4TH ST. _ Opp =O +QO S.F. 3RD PL. Opp Opp Opp 4 1116 COR. � p hl 30' PERMANENT EASEMENT SEE SHEET 6_ 1; UNION AVE. S.E. — g" y�fA1N LINK FENCE 1 C' - 12 CULV. 2 "G 2'G 4' G .. - 4"G 4 "G 1 s o 8"S D� T -- .36 WaTE - Li ,% 42' SD -� 12'SD 12 "SD 12 W 12 W 12 °W mew #350 st h / cc N / 373.94 F. F I �� MERCER ISLAND PIPELINE I I t+I PUMP STATION N W N � 0 W � '13202 47 �- 376.24 F F. B1 I 01 -mi I I 312 49 379.48 FF al l I I ly 1-30650 30051 382.93 F F. 384.60 F o # 52 I 53 I I 262 385.95 F. F. F,3,—,8 48 376.90FF S.E. 4TH ST ! S. E. 3RD PL. -4 -3 -2 -1 0 I 2 3 4 _ 5 6 7 PROFILE SCALE HORIZ. I"=40' VERT. I"=4' .N i 380 // 380 a I� 4 "GAS O^ ti 0 + vi E&, -T PROFILE N "ST. DRAIN 370 �� l 36" WATER 370 / 4 "GAS I 12' ST. DRAIN — �_� 12 "ST. DRAIN 7 11 PIPe O IIII�— 1� __ —� . 36 "WATER cc coo 06 o I CQ 9 mi 36" WATER c 3 &0 C 4 \ \j AS - BUILT lv— 360 -- Lzo i \� 2 OF - 8" PIPE @ ? r O 2 Z _z v 300.40 PIPE @ -0:89 L:f - IC' on SANITARY SEWER -PLAN 8 PROFILE Z, ? m mm HEATHER DOWNS zZ� S-191 L.I.D. 297 rno�y . RLB 8-77... 12 -4-24 340 S (OM RLB m �m „ AS SHOWN 461 SEE SHEET 5 390 380 370 30'PERMANENT EASEMENT- 94-50.( 6 +50.00 - - - -- _ - - - -� MH -13 MH- 12 QPP OPP 94-55.( UNION AVE. . E. = 0+01 4'G 4'G -4,G °G 36 °W 36' W _ 12'W 12 '8D 12 W 12'W 0• I t>a + of 1 5 Z I a M � J h ^� I 52 ( 256 I 13610 I N N i 1 � 387.39 F. E 4101 387.21 F F. 262 390.56 F F. W a 1 385.95 F. F. 53 54 W ) a) 55 _ _ w� Lli 7 8 9 y NOTE ALL WORK BETWEEN M.H. 12 AND M.H. 39 TO BE COMPLETED WITHIN 5 CONSECUTIVE WORKING DAYS W 3 ® ens N 5' 13623 --- --'yyi REMOVE B DISPOSE I i 262 OF EXIST. SHED. 389.0.4 FF 52 I -i3I� ❑ W SEED AREA AS Q N 0+05.00 I pm a y 385.95FF. HE UIRED 4 I I 2+90.00 MH -39 MH -12 = 6 +50.00 1 ( w = 3 +05.00 VASHON AVE. SE. UNION AVE. N. E. P -- F384060 - —I� ----- / —��,;✓ I L-RELOCATE II 269 No I!! g EXIST. TREE , F F AS DIRECTED F. F- 5 3g9.15 5/ EXIST. SHED \ REMOVE 8 RELOCATE \ 3 o AS REQUIRED m ti - /EST i6 / �2G Sri a 3 50 Q c 1 6 I I 0 49 7 I 0 I 2 3 PROFILE SCALE HORIZ. I"= 40' VERT.. l° = 4' 390 380 370 AS BUILT Ilia k 7!S i wIll � Ali SANITARY `SEWER PLAN 8 PROFILE HEATHER DOWNS S-191 L.I.D. 297 RL B 12 - 4 -24 RLB AS SHOWN 461 6 16 12-4-2.4 � �� 0 0 ht 0 +' ,390 °� 3�'O PROFILE SCALE w. ��rrt Y ��, �..� �,,, tY d4'tV� � 3f '43ss F. 3"} -s'. +yi �., y�+,7.;.P. 'ti'.?�+�:_ �;4 1,�2 `+'�.`'.. �..,,'�:; ��_ df.l_ i a,•�` ,,air .. a _., t 1. � r`3 . _ .. „� .a�, ,."' , r..... -` �„ _.: �.ii �,F r,�{�a., Via... -- - -� � 400 �\ .390 ,4 -: �,, rt ^k': SANdTARY S�`rtiER -PLAN Q PROFILE HEATHER vONNS Sa��l �.o�. z�� RL8 ;3 -77 12-4-2�'r RL8 AS SHAWN 461 �� ®� °�� 380 370 0 0 0 0 4 5 6 PROFILE SCALE HORIZ. I" = 40' VERT. I "= 4' � 8 380 370 390 380 370 SEE SHEET l0 8 9 10 (/ 12 /3 0 PROFILE SCALE HORIZ. 1" - 40 VERT. I" = 4 EXIST � PROFILE _ +i i 15 16 SEE SHEET 10 !7 18 n w C6 P W a W z U 390 380 �~ +Nh �'� -- A5- BUILT... ",r 370 J -191 SANITARY SEINER PLAN & PROFILE 360.90 HEATHER DOWNS INV.OUT � \ ` L. (. D. ��� F. 10-" PIPE @ 0.25_% RLB B -77 12 -4-24 RLB 2 REVISED PIPE LENGTH RB 9 -14 -78 AS SHOWN 461 16 I2 -4 -24 28 29 30 J I�i I �I �" I � �� .N �I I r`� s�fi sy /� 44 �T� l7 +31.3/ Mr, -2s � o° 2� � = II II � �— 26 2 °i 3 � `� — ~ �� 25� 25� � P5' � 25' M 4520 � _ /6' I6' /6' /6' W 375.18 F. F / �� 13 12 LLJ in � 22 +6/./6 I � I � // � /��® � 9�69/6j NI 7 I /3577 MH -22 N� 24 +77.46 :`$ � -y Mh`_2� � � I 12 l2 �F.F374.69 I I I % MH -23 "`YYY��/ f I N � �, � � N NI I �/ �• Y- x -- ' K x �_ 2 „G � 2 °G -2 G � la a / 19 +76./6 � INT. ZD f � 24 � � • � S 1g 5� x io l2'S � � l2'S • pp NT 6 W E W 22 +66.16 INT I ��� -�/ - -- X23 4'Sf. W. • WM •� W � ❑WM � �WM iPPP ❑WMT I y. APP PP `y 2ND �� �...•.:,� � CHELAIV AVE. S.E. ( � � I �” .. � tea, � � � � I�•.�:• : o, � � J''.. � .' I "� � � I ` � . I� x '256 FF. 369. � /39/0 n � � i '� #264 1390 4 .� 13902 FF 366.68 F. F. 368.94 FF 37/. 4 F. F 375.30 �. 3/8 � F. F 369.38 T G'ONST. SEWED STUB T FF. 376.98 306 #300 HSE. NO. 256 AT 1.0 %MAX. SLOPE F. F 373.9/ FE 370. l3 i 31 32 33 34 35 36 37 38 39 I 40 l8 /9 20 2/ 22 23 24 25 PROFILE SCALE .370. 360. (Kl °-�. ��. SANITARY SEV ✓ER -PLAN c� PROFI L E HEAYHER DOWNS �.1. D. 297 RLa 8 -77 12-4 -24 RLB � AS SHOhvN 461 �%%�`� ....2� >✓ 10 16 ® �' ` L E�. ti HORIZ. 1 ° = 40' � zW v VERT. I° = 4� � a `D �°' N h � i� � co � til ?� � co ' +� �+ � �'�i c� � M� + m�mm �N�im N `DI m h + N ir• / + N x �� EXIST. - � PROFILE N � N �0 N � °+' 370 � g___ -- �— __ N r6W iA ^1 �6 W 2 6 V `L12'�SD. Y yj LIZ "SD. } 250./0 /2 "S. D. �® z�38 -L.F - 8" PIPE @ 0.50 % ti 29/.10 f� L.F. - 8 °PIPE @ 0.25 21630 L.F. -8" PIPE @ 0.25 I 360 - o �� ,z mm zjz z mN tNON �i�s �'ZU �S 2U � N M M OI O �Sl � `� nj M � m � .370. 360. (Kl °-�. ��. SANITARY SEV ✓ER -PLAN c� PROFI L E HEAYHER DOWNS �.1. D. 297 RLa 8 -77 12-4 -24 RLB � AS SHOhvN 461 �%%�`� ....2� >✓ 10 16 ® �' ` L E�. s" IN B_ 2° G. nl m h 9 +75.00 SF. 2ND PL. FUTURE 8" SAN. SEWER 15 +25.00 S.E. 2ND PL. =12 +03.60 SE. 3RD ST. 10+45.00 12+95.00 n = 24 L78.74 CHELAN AVE. 15 +16.25 MH- 25 INSTALL 4'X 8" STUB a O 8 PLUG. INV. 363.75 OMH -24 MH -23 S .1 k; II I. 12 S. D. 14 I 13 1-6 rL 20'EASEMENT) L — 2" G. ❑ p ❑ ❑ P.P. ❑ ❑ �l r4 4333 nl V e� ( I S Z7 I o \ 406.47 FE �o� ( I n 4423 I 13549 ' 0 co � � . N Y+ �l 380.14 F.F �13539 I oN3, ® 4411 13523 37I 6 4p FF" 370.17 F. F. \ N 40 cc 20 402.59 F. F. 395.78 F. F. \ � M --_ F 387.18 BSMT. \ `7` L 24 N d 23 u1 22 \ _ 21 10 \19 11 .12 '13 14 1$ PROFILE SCALE HOR1Z. I"=40' i� SCALE ' 1" = 40' _ _ _ _ _ __ PROFILE SCALE '. VERT' f�.._ q'. ON ON 0� 390.. _ ,_ __ --.._- � � �; 390. _ ��.� � � j EXIS'(.(� PROFILE �., . � : i• /� : : F, N c4ioN / �. 2 p 380.. h g // � . % � � pp �O - / 3.35 G m /. et P'PE /�' 0 4.F v, /,. �- • X35? � v m ro � N _ O H O i N� � �s��"1of �i s �'� ��� 3.70 — . /' Z � `9� ui � w t ��JJ , 370 � s' PIPE _� - _.,,,.,a _/ -_�- 298.75 �'F o? _ _ ,> ?Z ! , ,00 SANITARY SEWER -P(_AN & PROFILE �.!NV. �� _ mM S -I�i HEATHER DOWN �y 357. �L�36;% } Z !2 L.I. ®. G97 / 7 �� PIP iNV. IN 8 E ,Ip �.F..- �> _Z }SD 361.70 -. _ _ _ _ _. _, _ .. � 8 -77 , 12 -4 -24 ..: R B Rte 2g3'1pQ� AS SHOWN 461 _. ' Iry uj © REV!$ED GRADE . _. _ _. __ �� e � ��� 10 11 12 13 .1a PROFILE SCALE HORIZ. 1"=40' VERT. I °= 4' O 15 16 17 18 3.90 380 30. i io cd %3 2 /320 42/6 0400 SE 3RD PL.= l v 3j62St FF 38028 �cF 4S 2+90.00 a UNION AVE. SE. / b 382.35E - 0 +05.00 ` MH -11 N AV co, O n Q� 3 44 /32;3 p 38548 F F F h� m� b 2x0,200 376 / /32/9 d m v D p F,r 378' 86FF /322 m n" 2 3g� F ! 4 / 383-49 5 / 38 39 40 L3. 502 43 a2 41 13266 4300 13278 8.73F F. 393.62 FF 395.04 FF 397.37FF. P "1 G 4204 4218 19 387./4 F 4212 391.37 FF �e 3RD ' `� owM a F 389.08 F. F. } �� S. owM r% OWM� r mow" 6 I 34 35 i 36 .4412 13508 4408 402.26F F. �- 400.08 FF 401.25 FF ,a o m:9 'w VIM — CURB - e <x. ° OPP OWM OWM , — x�x B" w OWM r x 4405 w k 4409 *V5 , s - oWM / PP� owM MH 350v 395.18 F. F. I 396.65 F F. o a aP h PP wM v 0 n u I eon (3505 L p: �n W Ob c, o 13275 I �LLI� 314.68FF. I 3 Vi ^ *� 4224 FF 392.34 F. F > 1 2 /323j h F � (3263 390.97 Q i 4 +67.60 13255 390.28 F. F. 38878 'c. MH- 34 13249 388.31 F F. 12 I 388.04 FF II 1� s 6 10 9 7 8 U I X I 32 i 33 4422 13.528 I I' 40, ?_.13 FF I 40!.92 F F w i_ OWM - of / z owM OWM P II +OO o r398-19 531 4413 FF 398.29 F. F. 5 4 1 I SCALE 1 " =40' I1 12 _ _ 13 14 15 16 17 I o co PROFILE SCALE HORIZ. 1 " =40' N T VERT. I"=4' 390 EXIST. PROFILE A5- 6UiLT z� h� F ° M 380 I� Mlz o.� o 2 4' p / ` 2 x g OUSE NO p� `�E �' p O N g p �' �p � � ` ro I 4l � N �� \E. w � � � �No' 3 4' _ 5' M / ,c N p' / \max � �' � �� M 3 N F Q �' 2� �� �2„ ���� ry 0 � nj 7 13 I / � � 12 I / /% 4 M 4' \. � I! r � a 10 14 6 ^if opi � �yQ $ 9 15 Q32 F E ;. `::., / .r �y � � M� / 8 6 � � 4� /eY£O 0 -�_ �z SD ` 6' I � � � M � x � 4 _ Ix ' A � a `� `� ,� � / � +78 4304 � !3360 2 b �u 4226 63 F. F• I � 405 28 F.F. :O1 +a � 6 � '�� n �"' � �,� I I F F 403. � 0`a ° � � •._� � 13336 400..24 � W M. x � � � �. � ' m � " < � 13330 397.73 F. F -, + I � `, � �� � 29.23 `D is O oI � ° is �" -` I 396.G8 F.f � �� 0:00 � x o ' 5,, � 5 N M O � ❑ � M' �� 396.59 F F � 1 I ST ' In9� ;^ Mp�e43_ � � � � e EX. CURB d G7R. mil,°_ - y 1���ti� �;,�� " e � �,;° 3RD w. m. - m. s°� 2 a� "� g.� r 63t . � % � � h �� *�, � Ex. cuR��Gr ". z G pw v 1 6�0 �3 �.0 a G .� `°a .,,(IA��D � p .: W.M. �� —_ P G :... ❑W. M. \ey�55 -£A � \0 ��' �- �. `!' W W.M. -' - - -� - ZG .M. x { W.M. .r. •. , � ��` � � I0 +344 -. \ F,E ti•"' ^�� a 972 � �2��sG s oeR wo �, a 1( � �° ��:��:��:I Ii, - is �O� � MH- � Q069325 � �_� 1 f� � ❑w.m. ( .0 --4 I� f�N 14J 44 FF 4p7.96 FF• I / �3 � ❑w.m. I; ` �`n i� 1 r- -C F � 4O4�Og 407.52 FF 432! � x�r, oe OwM. � � I2 a, 03. o� � I r 4315 M \ �' Qi��' - 70.00 ha � � I I � 1 � 93 F F• 400.35 F. F. I 13351 i B \ � h� � 4 *►4fH-�'' Mh 10 r � c 396' 37 13343 I p m 7 X ��, a 9 i 1 73 F, 133 � 1�a':SiY � � h 3g4' ^�� R< si•W �`� �\ �� \�\ a 20 S W Cq � E / "_ 4p' /9 � � � 390:30 EF 391.44 F.F. 98 F. F. 13331 I — IB - -�1 4207 � 392 13317 Iti323 17 P 2 3 4 5 6 7 8 `J BO ll 12 ��__ 30 L.F. - 6° PIPE G� 1. O 4OC` 390 i. V h �}/{ _ \� � 9 „F' /PE @ 2 /4 , � 81.40. F. -8�� PIPE � -25 -PIPE � �;\9 ,� � w'�, G�--- ? v_ �� 1.25 % @ j � \sT�k �r� �'8� �vvNpp Z-- � OZ —2 J - 2 cv °oo°p °pgN Mm� M mm � �� SANITARY SEWER- PLAN a PROFf!_E HEATHER D�OWN� �� I �i L. � � ��� +�' -B _8 -77 i2 -4 -24 Rie A �+ p T � :, as srrewv asl _. _ _ _ _ � a e �l - • I �� �'L� ;I