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S-59-15.1-15.7...�° ,:� .,.:,, +!",�.. rn.�,_... Er`:•...a±.. -.e -�, ,eu. w- r+.`�cs _ e. �'_`. r• �. �x+• e'+'!,+ e� .;o,•asv- «,.r...,vr•,werrm «aew �.�.�.e....�.. "- .wr.... ra�mn n- .,,e.�... - ��. �.'. .., _ -....: ;x«-u,._ ., -.�. .. ... .r .w ..,€...» ,✓:++�ut:..w, ..-�5: ,..'..4ac s. - ::,v+t60"'xr,;N�' -.,�srx,...- •,'.,� _ •,.:w r.w.yl., tea`..- .,,-r. s -.♦, e- l F. �. s.: ., • v c_. a.a' SwF ;'�o y IMPROVEMENT PLANS-0 .2 4io' RIW 23' w 4' (n' 13' 19' 4' v 2 "P.M.S, t a ;.4 "CROWN S = '!a I` SEAL COAT "! i ` S °A; 4" % 4' O" P c.(. SIDEWALK--' ''•CVREl GUTTEk "4 "U,R -6. S.C. 2 P.C. :.CURB [ GUTTER [TYPE "D ") (TYPF -01 AVIEMORE TERRACE It Te T R CITY / . COUNTY OF ORANGE - STATE OF CALIFORNIA - -" ~DATE•.��8 /95J A,M. FICKES, REG. CIVIL ENGR. N° 8844 60YLE ENGINEERING SCALE: AS SHOWN DATE: AUGUST 1959 co ., PREPARED IN THE OFFICE 1 APPRO V D E ED'. - y �.;��:mCIG AT OF '• tee'/ I tS� CITY ENGINEER , CITY OF COSTA MESA APPROVED'. ' %,f DATE'. GO RIW Na" RADIUS -.. I RADIUS QQ r /+ PRESIDENT, A MESA SANITA4+! DISTRICT t ENGINEERING y G 4' 6' 20' 12' B' lo' 41 ° . ° N C M A (� K ; - ° CONSULTING ENGINEERS E II APPROVED' DATE 0.17* 1 o.17' c`J ° ° P.M.S. Y EXISTING _. • . - ssl SPURGEON BUILDING OIzAN 5(1tZVE OQS P�.M. IRR -ll -S8 SECRETARY ;,r -- (o" CROWN GROUND•...., �J ° RC.C•" ° S. ya" ;I' 2 P.M.S. t SEAL COAT•"••, : �+ SANTA ANA CALIFORNIA N C IRVIEW COUNTY WQTE - - -- a A ° p PHONE: KIMBERLY 7.4471 N E OF C HE INTERSECTION C')f= PACIFIC N n T C 1 ANO FA TY R p15TRtGT rr ---C == ° p A VICTORIA, 100 EAST OF PACIFIC , 4 _ ottT - - - -3_, OF VICTORIA , IN THE S. E . CORNER, OF AN 4 "U.R.6 4S.C.2 P.C. / y" 24" LEVEL-LINE--' ESTIMATED QUANTITIES SIDEWALK "'• ''••CURB (GUTTER 1 ",<b "RWD.READER•� FUTURE CONSTRUCTION -'- WALK LEADING TO HOCISE N° 1142 VICTORIA. crvaE - 0 S L E V. = SCo. OCo C / 1. TOTAL E %CAV4T ION--- - - - - -- - - }Fq,300G.T. - N A M i TON STREET 6" S T 0. CUR 8 GUTTER R I. 2" PLANT MIXED SURFACING - _ _ - _ - j - -5. SO N COSTA MESA DATUM • $II.O fO + O.6 ELHV 8f0• t0 t0 4. 4•' L RE T Ca ROCK EASE - - - - - - - - - 3.000 TON$' • 4.SEAI COAT �® 0.10 GAL. PER 9q.YP) - - + . -1,37p GALS Or. f " PRIME GUTTER A(TYYPE2"0G .PER Sp YD- - - - �. "� 15 1401 .F. T Y P E &kLS 7. CJ• CURE 'ONLY S CROSS GUTTERS- - - "DD S T 0. PLAN N � � 6. 4' . 4" CONC. SIDEWALK £,LANDINGS t. O40 S. F. 1 N 1 N ` _ 11. 2 ": CO" REDWOOD NE AD ER- - - - - - - -. - - - - -rDBO L.i. OO' RIW %. CONC. CROSS GUTTER 'E APRON T T 2 ~ . S C.A L E •. 112 R1-o , • (0. TEMP. C<" P.M. BERM- -- 100 LF. 12. STD. GUARD PANEL - - - - - - .r - 32 L.F. P.. a 30' �T . -: r,r ... SEE SHEET 5 FOR 13. B" VCP SEWER MAIN -- - - -- - -. +- - - - - T- -E 266 L. F. �F °y 4' 6' 20' 20' (0 4' G.V. _ ,t 1K 0.1T - OFFSITE WATER MAIN 14. 4" TRANSITE SEWER FORCE A1AIN- O.IT' Fes- -- -- IS. CO" VCP HOUSE CONNECTI ON - 10. STANDARD MAN MOLES- - - - - - - - _ - �- l2 $A w I IS. CONNECT TO E %1ST. MANI•IOL.E- - - - - .".. ,.,- .1 Sul 1 "P.M.S. E SEAL COAT CROWN Cje IIA: Y I J 9 SEW ER APUMPCSTATIONTCCOMPLETE) IGA. 17. I 3 1 17: EXIST. e j I 20. WCATC4 RAISIN E CURB INLET (COMPLETE)- - - ' n' : - - - _ - - - - _. -- 21. 16' CATCH BASIN f CURB- -INLET GOMPLfi T6 •=''�' 4.0' D -C.C. 4' U.R.S. t S.C. 1 P.C. I j ExlsT. M.u. C ) - - - - '1A. ' - __._ - x-.22. IE" RCP (z000 o) - -- - - -_ -_- - -_ - " A GUR6 GUTTER CURE E �' (C ) _ - S2 L F. - .; ANNE I ANNE _ _ _ fj - -23. 24" -RCP IEaoO D - SIDEWALK''' (TYPE "D ") b0 E S T R E E T S GUTTES (TrPE "D °� _ _ i 5 G.0 1 G.V / 1 '15. R.C. UTLET4 HEAOWALL (COMPLETE) - - - 1R1 EA. 6 "W - - -G "W - - -8 "W- S' t ET4 244.. CONC. CUT -OFF WALLS- - - +,f,,.". 3O Sl 32 33 3a 3s a� pl F -� ON G.. ®Ilsr 5 T R E E7 /!yo = -�f A. TYPICAL SECTIONS z9 GaE FA6a.s / Eta N� . rs 1 2T. WATER MAIN- ____ ' _- 1, 416lF' y UAuV , 29. 4" WATER. MAIN ^• 2.210 L.V. TERRACE �' 30 tt SO. 6•' GATE VAILNIES- - -SSG LA ! SCALE •• IN =IO/ - 0 V BS Zf - - 31. G. " GATE VAWES --- -- _- _ "" 15 EA. r` ]�` Q 1V -b2. 4' GATE V4LVES -- - -� - - 2 EA. 14 (.S//EE7 .3) l3 c.o.l / \� `C- J .J 4E I S3. TIOUSLE WATCR SERVICE- -- - - - - - - - - 3{ £A. �• --�-�5 /�D Q Q h GD4 L %A. SINGLE WATER SERVICE- - - _ _ - - -> ..3 EA. GY S 3 \ (so Z 35. FIRE Hl DRANTS fCOMpLE TE) • 1 - 4'W -!o° \ b,RISER I5 , 3fr JAMEC BONES NOSE 4AI.VE �F J- 344(COMPLETE}- •-.• ,..x 2 EA. - ,.t ® 4 F.N. N, - - 37: STREET LIGHT ASSEMBLIES- - 2CEA, y' G V' ®1 /% J J 54 O 36. STREET NAME SIGNS - - - - - - - - - - r 4 EA- �. .1S � s � 3T e. PAVEMENT .. - -- SS E PAVEMENT �i °_..4 _ 63 b9 NOTES �, ZV \ � - % 1. ST EET STATIONING EFER4 TO i U '- -- 3 SEWER SSTEM WIL bM INSTALLED TO ONG RM"T WFCOS AYM SA S4NITAflYl `` t_ � - - 7B L 2. S L O .. HOAR '- -- n� �� DISTRICT STAND4Ros. _ -!. 12 E T O -- !h ¢ GARS.-' LOpNfi IQ" O.G. tr m 54 4. ALL STREET WORK SHALL CONFORM TO CITY OF COSTA MESA STANDARDS. 5EE NOTE.>DELOW ! 'Z sI 8. WHERE DRIVEWAY DONS RU T ARE cOOPERTY IN D, THE DRIVEWAY OST& AC, S -. V" UNTREATED ROCK RASE _ C - d 5 SMALL 6E CONSTRUCTED TO PRODFRR LINE PER CITY OF COSTA MESA STANDARDS -- - Cn t!. SO , ((� V. ANY Ei1STING IRRIGATION LINES AND APPURTENANCES ARE NOT TO 6E. REMOV ED ,/ 39 4 - OR ALTERED EXCEPT WITH T"E PERMISSION OF THE OWNERS ANO ALL � � `3 �\ /s 49 48 4T \1 V) W PERSONS HAVING ANY INTEREST IN THOSE LIN S. ' A_ _ F IS/ U z 7. STREET NAME SIGNS TO 6% INSTALLED (4TO. PLAN N, Vl) SHOWN THUS • - S t'O 7 RJ �fCT y ` 6. STREET LIGHTS TO 6E IN%TALLEO SHOWN THUS:Q ' O 1. SEWER SYSTEM: \ / •`•1 �\ 4C S % ® I - Cs'• VC,P "OUSE CONNECTIONS ARi TD OE CONSTRUCTED FROM THE SEWER r i IO 2O 1O' 1O .. L -FOQCE F J MAIN TO TI4E PROPERTY LINE FOR EACH LOT. THR DEVELOPER IS • ` \ ' \ -. � 1�" MAIN S r TO FURNISM THE SEWER CONTRACTOR WITH A 'PLOT_ PLAN" I«DICATI«G - - ,r S I THE RECOMMENDED LOCATION OF THE MOUSE CONNECTION FOR SAC" LOT PRIOR ' - 4I TO SEWER MAIN CONSTRUCTION. ALL SEWER "OUSE CONNECTIONS SHALL Y" ' fIpp ` • G.V. T 6E PIACED PRIOR TO° SURFACING OF 4T RECT S. ALL SSWtR MANHOLE" V 18 LI 9 _ 4•L ~- O'W - -- {L� FRAMES ►NO COVERS SMALL 61 LEFT 6" EELOW FINISHED GRADE.- THE 4 - \ - G.Y. L - -SEWER CONTRACTOR SMALL RAISE THE MANHOLE FRAME f COVER TO f SIDEWALK i ` T 43 R RAC E FINISHED GRADE F7 R STREET SURFACING IS COMPLETED. �. -" • -•• 10. AFTER PLANT -MIX SURFACING NAS SEEN OPEN TO TRAFFIC FOR A R%XtOo OF - PUMP S AT r 44 CO2 NOT LESS THAN FOUR (4) WEEKS, A SEAL COAT CONSISTING OF ►M _ I '•"" °EXPANSION JOINTS' " y 8 ASPM ATTIC GMULSION SNAIL BE APDLIE O. 20 ccF 4S 4(a 11. ALL UNDERGROUND WORK SHALL 6E COMPLETFD PRIOR TO PAVING. F•N• 12. SEWER STATIONING ON THESE PLANS REFERS TO 4. OF SEWER ONLY, ( S«DWN !' THUS- ' I `, - ...• .'� I O 3 {' �••> 19 G.V. ®� h S ~� I L i \ �. •••...PLANT MIX SURFACING.... '. �• I 18 \� Ip g SHEET E Z / 9 � L ` V �A'E y ^ TT 1 - ••T t2 A C T 3 4 7 0 ,, c:,..A eR 11 s i 3 .•••8' T91CK CON RETE APRONS'• - j u� l r e'w w 14 E P.N. I' UJ Ui ILA _j 15 R. A, I : VICTORIA a :'.�^ STREET �3 •• 12 \ EASE.FOk , - �' ST 1 W r1A. _. . .FLOW LINE':'•, - - o _ - `i p v 77� Ze ••FLOW LINE'• I •• HAMILTON i. '-"••EXPANSION JOINTS........• A :......EXPANSION JOINTS......;` J o _ �31Q ?o ' FOUR Y2" dDARS,d'LDNG,9 "F OM EACH 197 -" ° ° STREET t' R PLAN TRACT N4 X470 .% EpGE , Id" O.C., i" FROM 60TTOM, IN EACH N 9 • ��^ END . USE SMOOTH GARS. GREASE OR WRAP S C A L E . 1" R 1 O' 1 N D E X M A P 1. I T Y O F C 0 S T A ,: M E S R ONE END OF EACH BAR: •"" "' " • � SCALE: 1 loo RIVIEION1 DESIGN RAs BOYLE ENGINEERING $MEET CROSS GUTTER DETAIL VICINITY �>;w8`y MAP p= " DRAW« b•k, SANTA ANA CALIF. NEED CHECKED nv. b.., oATE: EPTI 59 ,. N. T(DOT D- 728 F. s. OF I sNCETs f 4:.c �a"a...,b rw ,.aw.'ile �a+ar -.,� Jl mw.t ,.ts�w x .,,r wwr..r, ....•,. ^.,ti.�.�.rs .w.x. rrr - : .� .�w.vmY.: ww �.,+,v&...Y«:' fAwt.e,..w- ..v...�.._ ".ry »su. --- s- ,,......F.�"s....ar,.r tai'�:,�.r... - .:._ �- <a.�v.......:6._..:_- _ .. .: ._., :. , s ...,,�........•,. �-,-a...,.....•.z • �- - - .� ,rcw�,r.M.'.'ra:.a,'..".tS` '.i'.�... ..v..".y� - -_ "....: 0 CONSTRUCT kw PLANT MIX SURFACING WITH SEAL COAT OVER PRIt4r. COAT ANL) 40 UNTREATED CUfi.,�TRUCT TAnuARu LiAkALTE CROSS CLITER Ahb APRONS, 8* THICK. (See Std. Plans ROCK BASE. (See Std. Plan No. 1) Nos. 91 I in CONSTRUCT STANDARU 6"'CONCRETE CURB AND GUTTER TYPE "DR. (See Std. Plan No. E) CONSTRUCT 8" V.L.P. SE%VER INAAIINF- STANDARD MANHOLES, CLEANOUTS, AND raw V.C.P. Q W hOUSE CONNECTIUR"J. t-) I I ku OAf C,11R,6,000474 % 20 1 20 0 CONZTAUCT STANuArw CONCRETE Si6EWALK, 4" THICK x 410' WIA. 414 - - 0 Al A d�SZ037 0 CUNSTRUCTJZ� STANDAku TIMBU GUARD PANEL. (See Std. Plan No. 14) it . .1 t4 -4 43 4 L . 7 T- 4a S*' CONSTRUCT TEMPORARY 6" PLANT 141A CURB. Q4! y 6N k %k Qb 13 * 11� �(b 0 th IT) Q, t OON5TRUCT 4� TRAN31TE WATER MAIN 7 x cy/ "I I . : , CONSTRUCT C TRANSITE WATER MAIN b, I I 1 #0 q 01 m� ARMS mm IRS �u WERE, ww'w*Mow GROSS R* a 0/' pp SHMN A T 16H7 1,21 4 ox 7 4 ---------- 264.470, TRAIt4%TE WATER MA114 /2-111, 1 N_ I OW, A. /0 N 1�9028 00 - e. 5cq. Go., 1> , Otn INSTALL 41' RISER WITH ')AMES JONES J-344 HEAD. t.18 08.1 00, -,-o'- & (5EE DETAIL ON SHEET 5) ZEZ r I I /aJ I 1@4 S7 9_5,00 ow AID; SIG -3 CURO ZWrA 4:106-02 'a 8 -9 A 90 0/100 11 3 /Z R- Zs' 0N v�L �3 11 'T. Z.F- tjl-\� L r 4r- Izo, z 4, 2LS, I :�C L �.Pqt 28, zo 0 7-, 33.44 441 A - * T i'-'F. 0/' O)A _C5 'icl. lc�_r T101 ? 1 -::Zt G5 xe CURB D _A% 24, 7,? 9 T\ d6c:�C-I_z. W)lf ------- R, 50' /0 90 /0 4ii -%j 12-44 S5Z R 0, kv 14a- S�r, ......... it OA 7A 52*37'00- Oral P17ce ui 1j9.42'-,9-VC.,0 14 ., i OAOO eaI177 70. 0 4, 64 204� JId-99-9 11,?n711t017 Si. 7- z 34,61' tAi SEE SHEET S N c?.90,28'00"e x \ 7 -A /X 2 7 Waln ili0�7 JVA 44 r dQr 'J 4 Ot I mmw*WW > Af A \,\ I ­t' tAi 8- 141 N '117 j4C� 6N, 60 a Pa 00 1/01 0 710 for 5NOWN AT R16H7' v 00 ACIVCv jWQe/V., A 0---a,?57c co, c1% PL A IV A PL.AN IVE. 0/' ;17740,-.5eC1i017 4�' SCAL 5: P�zr -00' �SCAL.5-* /Om 40' 0 A, 00p cy , movs-& 01moz HAA41LTON STREET ele V. g ea. SALMORAL 'PLACE (j v -7- T _q_= 4- =Hr =F7- T7 _97 ------ "�UT_104 — -- t- —j= 4 A -_ . E4^ ��47- 7 77 + de T 9z, _4 - - V� &7�i 22 t - --- :EE -4= T =T H: - ------- J- A- -7F -7 =T7 -4 --Lf '37 IL =F lea_ i U, 4� EU =_ 4 _=14 _T_ 7 -7Ef= 9z, Ae- + + L .9/ . . ... _9v -i— 4 A J__ 4- A= -A 4 tin 7=�I=i_ --4 ---4- =t =-4- - p =7=1 #7- =41N A70A c "k, 0. 4 ---- -- z 4 -4 - ------ — 771 j= :7 -74— 3 _4 .17 IL 4-- _7 77_ ti - --- --- �4 Aj 4 JU k �j f7, wk 4- 1b 4 T__ 7 �7 J J_ t Z� TRACT NO 3470 7- 4-- j .... .. + __T -4 C;ITY OF COSTA 10 E S A -ZE Al I 0 x 1�07 89 1* T� __4 _4� _i: 4 _4 7 _4= JF ORANGE COUNTY, -A CALIFORNIA 7 ------- DESIGN RAS hp REVISIONS SHEET 4 =qf 11 -7 - __ , __1u__ __ ____ - - - J= - - 1- - � PROFILE SCALE 7 777 BOYLE ENEINEERING 4 -.4- - -4 r _c DRAWN --7r W L.S. SANTA ANA, CALIF. HORIZONTAL 1:-40 A DATE: SEPT 15551 VERTICAL _71 �_=T_ - — — - - - -- - .- _ = _1 _-, - 7607 D- CHECKED 1 -4 ff F. 8. 728 OF IS WT ._ i� —. - <_ _:. - • — .�.::: .4'•._- _ __i- - -. a•r"• -:'— _ ° - - »_.. vav 4'.rr. �1-.. -.-Fi .. _ �. Ym.- .-+i -r ... ?i..M^� s_^.T 'R .L, �a ,a„c. ..— ....s- ._.n.- w, -.,-. r...v.... ..... _. ,_,w... r. .,_. r. � _ _ ___ _ _ _ _ ___ y a.:., .,e,:. ., ,. _.., _ __ _ ��.- _..— _.._. -,rm;, _-.. ,..r....:— .`•*'tea.•:,,. - SEE SHEET 4 O _ I / CONSTRUCT e" PLANT NIX SURFACING WITH SEAL COAT OVER PRIME COAT AND 4" 6O. l3 � 3z' v' UNTREATED ROCK BASE. (See Std. Plan No. I) SEE SHEET 2 zo' 1 z,,' l3 - ••'FUTURE CONSTRUCT/ON 0i O P/anTNoUCT6$TANDARD 6" CONCRETE CURB AND GUTTER TYPE "0 ". (See Std. I )) �I v 3 All- 4j !..1. -', VA L L EY ROAD ' W V f O CONSTRUCT STANDARD CQMCHETE SIDEWALK, 4" THICK x 410" WIDE. i4 I ,1 Q SEE SHEET 3 r6 6 CONSTRUCT 8" V.C.P. SEWER MAIN, STANDARD MANHOLES, CLEANOUTS, AND 60 \' ' O V.C.P. HOUSE CONNECTIONS. .......... ". io /3' /9' I � CONSTRUCT G TRANSITE WATER MAIN. 3xBx6cz rEE iozo" 20' /o /Z ® , 0 1 Is ' D,p°D Q ;. 1 "' V 13 CONSTRUCT 8" TRANSITS WATER MAIN. �! ��- - - -- \ - EX.4'wni------- - - - - -- __- r -,_.._ ----------- --� - -- Ex: "wM - - - -- .--- - thj s. ( I W V �• �uQ /3 NI e. V 444 4 xI /3 �• 4il I ' F °' I J .4BANOavED wN• -� ° i w 46 ' W I . �C �'i �' cu�B �I im 47 �OQ3 �I N 6 2 63 v 64 7 R_ /o /•�?A -. �' I b� Iq q � q i I :[u ;yl Z. CURB OA7A - N �` yc - / 'I �1� Z _ - - - �C 41 V O (9:� y h 4'g.900 00'00 w 1� o f yj O� I I 1• f ' W � �j So -33. b �2 R. LS'O7a 0 f�,X 2 41 ^ k `71 �� L f I _ _ - u }` rw IZI 14, 9' I 70.00 60.00' ' - CO. s I g'b C �1 x • FW = Lo. I ( .V' /�t.g • 11 �, .�6 ` 0 �► I ' v .a -., 1 O Nami /ion S -4 y - tt�+ \�1 -i� , oo' - •••Street Surface .yip 2T 8'/'CS� '.WM 0.0C) - �- ") Ot00 va/ /.ey ,load - - '•;, ` °p �-r2az, � - I r 9� Lf'_' �• 11�c � �' . - '+� a nes /69.99' 8'NC.P, 4/9.99' 250' B "YC.R a - 6 G I l N '� - Use Co//ar on 4"074' 6'Tran te•-; t - one R ,red as J :.:` S N O °33'00 "W. 464.99' 9 ' G D � JI � � I - -- � � ` "• ,.........B A'B Xa "GI. TEE w /TH PLUG • i 73'3•;, 406y Wti 60.00' 60.00' 6000' 60.00' 3 W 9 PP Pe 6a oo' so. oo' � = ;:;_;. � 2 I „ Sin /e Service, a/ Co er Pi 1 CauP /in9 ub /e Serv/ CoP'oe- Pipe ,UQ t('�.I 11 cuRe oAra ; N 0 0 0 \ \� 6 ,� Meter Ya /ve °; . [�y4a e / %r N /5425 Ce ? 4 i I . a c� t P 4j x7j� 0 p o - / ' Mue/ %r H-/09/4 Equa/ !br �' xl c • z/ aa' I° m X n % b h X h '-j �/ or E ua/ for Daub /e Serve w 0 h h (_ n T ` h t7 h 4' I I 9 ....Water Main �! l° X X X % °� x I I Doub /e Service S (Se P/a 9 8 F �, 7 6 S 4 ,3 `I Z o I I, F/J7URE CoNSTiPUCT /oN I s /a'X S./a /" e e Tee � a � � �I io' 20'' 20" /o (S n 5 C; I 60 James Jones J- /570 or 6 3 AL ,2086 ®209 �o9g >ai� ao {Equal - Oaub /e Service o q � Lot. Line••• a SEE SHEET 4 ' r Qy "-•Sint' /e Service Coroorafion Coc.P- ••- =: - „•• • a Mue / %r H- /SOZS or Equal HoR7H .�� PLAN Orvn9e Co. Surveyors B.M. 7RR-// - -54'' N.E of mfersecfion ai Poc,�c �` /ve, M - . ,JMeterl�a ue//ar H/09/4 VALLEY ROAD Y,cfor o. E o/ Pd�,�� 45 Equa /, So?me Siie as Service Pipe • rX� f lricfor,v, SE .con o� cuo /k %dint' DETA /L of WATER SER VICE ' ��° a� to f/ause °Y/42 ✓iforio. E/ev.- 86.06 No Scale . COSAa Mery Gb/u�n= PLAN SCALE: 197= 4W'. _- S'6” Min. - _-__�- - - - -- - - _ •- 6 "Fire N Brant Rensse /a r 9o'A" ___ x- -_ __ �— ' -- - , - - - -- - - -.. -, _. - _ _ -.- rt -� _s. -_ - -- � - -= 1 - -_� __ ua/ with w z Nase Nozz /es or fwa 2/a Hose ,Yazz /es - ®n4' one Pumper A/azz /e. - -- - - ' - - - - -- -- - - - -_ -t_- -_ i_-- Noze %s to be National Standard - -r_ -- -- -- - - -m - -- - -- - -- -- - Oui/ets. _ . _r r Conc. Curb _. - - - -F - C. I. Ya/ve BoxCaver Gutter _r , - -. • - -- � _ - - - _�_ _.. - -� - -- f - -- - -- 9� ---� -- - =-+-- -.__ _ -,- _- - Lam =� __ -+__ - _ �- 'z� _- -- _ �- - -- ...C.L Tee as Shown on P /en - -- - - -- - - >: -- -_ _- .__ - - -- - - -- -y - y/ MT-­_ c - -- o : - - - _ -� y _- -�- -- � Cone.Thru -st B/oek .a. :. 1 _ - - -J- -_ - - ..._ Poured a ainst 6 C.I P' " . i 'e.•. - t- __ - - 9 iPe 6 CI. PPe :_,. ..... Poured arainsf' c -- r= - - - - U di urb rt _ n st e4' Ea �a�:'• - ':P•: - 1-, - - -- - - -- - - -. _.. _ _- 9t:_ _._�_ ...O:a•: .e Undistu bed Earth h T YP /CAL SECT /ON I- -- - -'-- - _ ... - _, -- - -- . -- - - _-•- -. - - -- - -- - - - - _ -, - --_ -- -- -- -- - - _ - - -,- _::: �- ____- __ : : - - "- NO SCALE - - = - FIRE HYDRANT CONNECT /ON - - - :- - -- - f. j ... ,_ 4 r2 /z An /e Hose Valve - - - - - -- -- - - -- -- -- - 9 - ames Jones - -- _ _ J J34¢ or Equal. -_ -_ __ __�.... - ±__ - -._ _�. —T - -- -- - - - - - - - - - _ - - - - -- - _- - - ,...Ground Line J_ Ilk — — _ - - — - - o - - T Transi a Pi e `• _ - - ':. Yom.. \ -- �� _� a.- _ � T.. - _ _ _ -._ __ �._ }:_� t ,�• __. -? �_ _ �� _ _ — � -r_.__ _ —_ — __ ��•�•�' .. _ _ .. _ T T P /CAL E A/ __.. _ _,_ � _ r A..:....— - � ._._ - -_ :.. _.r * -- r - -- -- --- _ , -__ - ..-,- - •-- -. -__� - :_ __ ' :1. :.- . - -_,. -- -- - - - - - - +- »- No CAGE - __- - - -- — _ _ o - f - --- - - T- - - TRACT - -_ - � - -- -� -�- : - - -- -_Y. -- - _ - - �-� - ' --�-- _ -}_ _ _�__�- - - BRAEMAR TERRACE Cu /- de-Sac N- y -_ - - - + _- _ _ +_ - - - - -_ - - - rte- � - -- - -... � _ _ _ _ _ _ - -_ - - ..- - - - -- _ = _ -- -± '_ -: - -- � _-= and BAL MORAL PLACE E u/- de -Sac � _ �- - + - _ - _ lT - - -- -- - - - - r - - -- - - - _ - - P C C CITY O F C O S T A3 Iv17EOS A _� -- -__.— _ - -- -1► • - +- - _� ,_- ;__ f.. -_.- _ _. _ ;-�- _�-� _ _�__ -�- _:_- -�- -:__ -- -- - T=t - #� _ :.�8 OR GE CO NTY, CALIFORNIA r: w z - __ -- _ — _. - .. oesle" RA AP sHEEr =r _ -_ r - - : - � _ - -_ -- -- - _- _ - PROFILE SCALES _ s - �_ - --=- -- _ -_� �-- _ - . _- -_ - � �_�- - -'�-� _ - - -1- -_ , _,- � _� t ,.__ - - -- �- _ - - ROYI,E ENGINEERING - _ _ _ - _ __t - - -. __ - - --,: HORIZONTAL 1' =40' �� newR Y(L.S. SANTA ANA. CALIF. - -- - - - -_ -. -- - = a DATE- 5£OL 1959 - _ -_: , VERTICAL t =4 _ - C..CKEO R. 7607 D. 17.8 5 -. �. • � r .. � OF 7 SHE 5 ? •. :... .- _.. _ c�: .4':!•Y ! - 3" ". t, ^:- ', �..., — ....s.:�. _...,,: _.:.— ._we:_._.•� ..w... ..:... ,.,.._- _..:...a. ,. .....m.m:...':,. : <...a=. -. :,::. _.:a:..e::r:r�_�l..a.. -. a,a ...: . ... .....:.�_,�] wry- ��; �..... a_._. �. ...,.— _�........__a- _,_�- ._x_.y .a.. �.._.,,v....,..,� �.:.,_... �. �.. ._....._m�,..._t.....- .,....m.. .- ...�.,._a,� ___... -y.__. .. _...._.....,...... s.,.— ......�.u_,c.. ......... cR _.t.- ...-.� _ :'�_E.m.,�...,.:.- �>__� .-i-. (4Zl 7, ShwvI7 00 p /An} 6aly, face Any /e /O" / Th- ANCHOR DETAILS SCALE: 3"= /'O" CAMP, W :( °Trench ' . I • I• (4Zl 7, ShwvI7 00 p /An} 6aly, face Any /e /O" / Th- ANCHOR DETAILS SCALE: 3"= /'O" CUk7ff Collar fa be /2"Thick, ixcepf at .Iuncfion of RCP ¢ COP % be /B "Thick DETAILS SCALE '/2 /O" CONC. CUTOFF COLLAR • t { •, -?_ �.� Ater. • CAMP, W :( °Trench ' B I C T D • I• I G V / /5 6136.48 69 19 , 68.36 \1 (# &4b 24'* 164.25 4.34 2 /O' 674 36.48 69. /9 68.36 CUk7ff Collar fa be /2"Thick, ixcepf at .Iuncfion of RCP ¢ COP % be /B "Thick DETAILS SCALE '/2 /O" CONC. CUTOFF COLLAR • t { •, -?_ �.� Ater. • Aviemore Ter. Sta. 6136.48 = PC Lot Line, It 10',6a5e177e171, : nI ��„ GQ1` o '� N /t` � Consti•ucfion •'•. I O ff�— �•...pM 4 M.P. - - —� - -- 24 "R.CP ISOOD " {. / RC.P. GILL 6 9 #4 aqua //y spaced in span fbnc -� J - -- -- - - - - -- — - -- 6t2B.4B A6. C. Bend Upward info A/lnq Wa /!s �- } and downward inks Curtain Wa /L Q 0 Ij ;-'-N/NGBD MANNOLE FRAME y` COVER \ v ALMAMBRA FOUNDRY N° A -/602 4 x H W H �5 I OR APPROVED E UAL O Ito alonyt fii •1� ` , - f 1 • 4 , ( Top of kn s ..... 2 #4 °. ry s= � l = - a _ i Pr - z'c/ I LOT 2/ W lit 1 i V >: �' •'�. 'ter. �rLl ° .: I•:� '�'LL.:� ''^ H� Q�i W _ QC h'y- L: °• -PLAN �... y ca 01 -alye R Surveyors RM. ` BE o/' /iaa�ersecfion Gbcic �. Vcfori0, TOO OF CURB It: °r. 9•... .. °. ..4:. °� ?• .° .V•.IY.'v.t .q. °•.;�'•" :D\yi' '!.o., -: '.o'A. a i• �' ';o'. r. .. • /. b . , u e I! - 5TORA4 DRAIN 11/0" Aoci11 i , 45 'N, of t/cfario, /eA!/chors 6 6 F .SECT10/V //cruse //41 ✓cfaria. E/ev= BG.06 yy l0 GUTTER �m t I See Detail AbvveJ /O" �g O CF. 6g �• ' _. - •. :, .�-a, t , I - fy. _ ... _. « : .SCALE /L °' - < • " ra'c b l PLAN - _. _ ..� r. Casio Meru Lfofum= BG•OG s06 -B6.GG iC ALE " a c CONCRETE NEA DWAL L ' 6 "P. C. CONC. �APRO/V -T _ - -- _ _ - k _ -- 1 CATCH BASIN DATA CAMP, W A B I C T D • I• I G V / /5 6136.48 69 19 , 68.36 \1 (# &4b 24'* 164.25 4.34 2 /O' 674 36.48 69. /9 68.36 — — 18" 165.76 13.44 a 4 �+ a 4.• a . p � � ' • ••..concrete 6atk� / /anaunc/ /� -- !8 ".P.C. o a r j _ %a _ Sand or Gra✓e/ -' Q Ems BEDDING DETA IL t v' _ SCALE %Y "= /O" - 1 '� kl O V - /O, 13' /9' ¢ Y'� L LOT 22 .i ¢, 7/ Aviemore Ter. Sta. 6136.48 = PC Lot Line, It 10',6a5e177e171, : nI ��„ GQ1` o '� N /t` � Consti•ucfion •'•. I O ff�— �•...pM 4 M.P. - - —� - -- 24 "R.CP ISOOD " {. / RC.P. GILL 6 9 #4 aqua //y spaced in span fbnc -� J - -- -- - - - - -- — - -- 6t2B.4B A6. C. Bend Upward info A/lnq Wa /!s �- } and downward inks Curtain Wa /L Q 0 Ij ;-'-N/NGBD MANNOLE FRAME y` COVER \ v ALMAMBRA FOUNDRY N° A -/602 4 x H W H �5 I OR APPROVED E UAL O Ito alonyt fii •1� ` , - f 1 • 4 , ( Top of kn s ..... 2 #4 °. ry s= � l = - a _ i Pr - z'c/ I LOT 2/ W lit 1 i V >: �' •'�. 'ter. �rLl ° .: I•:� '�'LL.:� ''^ H� Q�i W _ QC h'y- L: °• -PLAN �... y ca 01 -alye R Surveyors RM. ` BE o/' /iaa�ersecfion Gbcic �. Vcfori0, TOO OF CURB It: °r. 9•... .. °. ..4:. °� ?• .° .V•.IY.'v.t .q. °•.;�'•" :D\yi' '!.o., -: '.o'A. a i• �' ';o'. r. .. • /. b . , u e I! - 5TORA4 DRAIN 11/0" Aoci11 i , 45 'N, of t/cfario, /eA!/chors 6 6 F .SECT10/V //cruse //41 ✓cfaria. E/ev= BG.06 yy l0 GUTTER �m t I See Detail AbvveJ /O" �g O CF. 6g �• ' _. - •. :, .�-a, t , I - fy. _ ... _. « : .SCALE /L °' - < • " ra'c b l PLAN - _. _ ..� r. Casio Meru Lfofum= BG•OG s06 -B6.GG iC ALE " a c CONCRETE NEA DWAL L ' 6 "P. C. CONC. �APRO/V -T _ - -- _ _ - k _ -- 1 CATCH BASIN DATA CAMP, W A B I C T D I F I G V / /5 6136.48 69 19 , 68.36 /8 "" (# &4b 24'* 164.25 4.34 2 /O' 674 36.48 69. /9 68.36 — — 18" 165.76 13.44 z^ • - .•yauWn..r+,y . � �. Iry 4. t C T - — — — - - - CITY OF COSTA MESA ORANGE COUNTY, CALIFORNIA REVISIONS DESIGN V. C.5 BOYLE ENGINEERING SHEET DRAWN W.L.S. SANTA ANA. CALIF. 6 DarE: SEPT. 1959 T6o7 p_ 2 g CHECKED J. N• E. B. OF 7 SNEE'8 c Ems .., ME- - UM C T - — — — - - - CITY OF COSTA MESA ORANGE COUNTY, CALIFORNIA REVISIONS DESIGN V. C.5 BOYLE ENGINEERING SHEET DRAWN W.L.S. SANTA ANA. CALIF. 6 DarE: SEPT. 1959 T6o7 p_ 2 g CHECKED J. N• E. B. OF 7 SNEE'8 c II r E� r , 4Q4. Ir e • i I 20 /9 //r'"Exhar/sf V/ Ndtura/ Ground-- P — w..— is .. 3 'Y .: _ . —. .: :.... ::; ' =sv .• •....— - _ a > y • a. A r'_3 FOR LOCATION OF RISER AND BY-R45S-L/NE RISER • .... .... TERM /NAT /ON AT GRADE, SEE MANHOLE 01F/EN7ATIOIV,P4411 Q AND SECT /ON A A, IB 17 .� �•C �_ It BY-PASS LINE. ""'THRUST 1 ORS SEE EQUIPMENT..... _ _ ! ' I. \ ► —�\ j _ .� \. ::: F -•.:.. .• BLOC/( f✓ "'' INS TALLAT /ON PLAN - - - 1 - /o" lb - THRUST BLOCK I: ° AT -go- ELI _.�., ::.:� / \\ -O N NOTE: ALL BACKFILL FOR N/ANNOLEANO P /PING LIFT HANDLES 7 - SHALL BE CO/Y/PACTED TO .goal. RELATII/E DENSITY. -- SEE DETAIL 6o j •• -8 -GA. JWT, x �Z`D /A COVER h. S�' R9'SEWER EASEMENT I� CLOT L /NE EXTO> MANHOLE COVER PLAN 8" CLASS /50 BELL !SH'GOT �.a h CAST IRON P /PE -, ° . �• - SCALE 3�4 "= / O" Q , I 0. ° 2. J. (v ni �4.......7 /.90folSf -..... — 9 -� 4 d•: I ( -•• -I t FORCE MANN a 2 O o V. / •• / �• Pa ` ! O Qii�� '6 ' •INSTALL 4 'FLEX 1BCE % (� to �e'.; 72 "LO. BARREL - 3 i = \ INSTALL B' / / '� 17 /B - 1.. �. •�' ' \�� —t -�/ / FLEX IDLE GOUPL/NG' / i�� �� l.1. •� —1_ �\� S6pfx6 'EYE BOLT. o• T Q - - - HOLE 4 /2. T pl oLE •2f °I O SNAF B a x }{ i _ IL .... � � :. L �AATE EYE TO _ - ... •., _ � • - ��� '::•::'rIl COINCIDE j H a : J /:, •• 3�6 •jefGALV STEEL STEPS =a ♦` . ' ' -, NOTE: EXACT LOCATION OF INLET - , ` - I - DRY PACK••••'•. 4 \' i _ ' V �_..J'q PRECAST MANHOLE RING - WILL BE DETERM /NED BY POs /T /ON OF EQUIPMENT INSTALLATION. L I J •' -• "'• SECT /ON 0 , T—'f -- Sc ALE / %i _ /'o" MA NA/0L E ORIENTATION PLAN SCALE %z" /0' • _ /O THRUST BLOCK•°' j' -ELEY. 72.00 , uu ' °B -GA. SNT COYER I % "' °B-GA. SNT. CDYER Inl , a. PLAN k -'-STD. PRECAST 24 'J.D. IUI _ _ SCALE I '= 40' d 0 rMrRX': a'. MANHOLE R/NG t� ' 0 I - NOTE: POUR 2 CU. FT. PLA /N CONCRETE o 0 THRUST 0LOCK AG4 /HST UNDISTURBED EARTH - p. • -•STA PRECAST R. C, CONE. n . 4 OR COMPACTED BAC/fF /LL AT EACH CHANGE i ^li PLA /N CONC. 0 /9 d 'o u: e OF DIRECT /ON OF FORCE .N4 /N OR BY-PASS, ,0 :.•3_.: -�4R S9.4ZZ I-R V .Q.. '. o• P ;$"�RLVG AND " °40"r Q -. .V` •' G '.V-. '?.. , - .v;° A . - - -- BAR s E /4 "/t /N W d 7. ...° -. o. o/OTp4RE N 1 ` .Artc p •STD. PRECAST q ; "".- PRECAST 3° ,°. '•, FLAT TOP FOR' p ,p:• 6' TYP, M.K R/NG -S /6 LDAD /NG P /PING AND EQU /ANENT /NST.4L L AT /ON PL�4N ` ° BEND %s" ¢ AS Sh • ° , •...'DRY PAC/( xvN _ tr, SCALE 3/4° IV" ' S- / ° �l , � .. ,' - ' ° • q ° .......aCS BAR X 9' "LONG t ; Finish Lat a • - G,ade o E SECT /ON _ ELEVATION , C I I Q} a, EM"4 RING 3I r..O... . 3°FOR 36'LD.sHAFT 'v' • WZO c;. 5'RW 72 "10. BARREL B•GA. SIIL X32'6 /AA'! COVER.... II a s' STD. 9�4 °GAL ✓. STEEL STEPS q (• _ ° s. %• M,4/N I a �/6 "MAX. O.C. _ �WQ WALL OF I. q' _ -. 711 - •O- ,Q:,•' "FORCE - W M.H #-9-''-, ° ° c9 W o / •' o ... d I o INSTALL 4• FLEX BLE d, a I ° d CouvvvG V y�F� Sa STD. PRECAST R.C. MANfOLE RIN5S .9 ° , • /B DOWN_... ° �'_ - - - 0 ..•.• o...a - 67a,B.O.P.U." 3V Q 3" Z fLARE i d HOLE FOR /%j "EXNAUS7G /NE O Q DUTGET ASS/IOIVN} i :•- °T)vfusrBLOC/C `Qi C O P s To M. H, #9 4� ' /7 Al" • • • •' PREcAST M N RING ' 4 ° EY }\'c GROUT ANNULAR • F :' .' '' • . • ° . EL . 6Z00 W SPACE AROUND � 1 J f /ON INLET ¢OUTL F. o �) ELI e G l I - h I rr Q Q Q : -'4 'M N. � 111, • . .. � T; OU• VENT °' ILA nl <� �''.1;'• ::c:.:: tPi L �8 - ,i.......•'f/B HANDLE V rrosrgcL a FLExiBLE } _ 11 , - - - -- -- Q d. + GOUPL/NG -'- -- -_J/ % �`i ��' - -' II I 7 l �� / l / J 1 i ; `I I� P• /O I B GA.I SHT. COV _ � �-- '�•- .. E /e✓ SB.39 ,�, -+— /FT HA NOL E DIE TA /L PROF /L E �T'-Tr a ' 1--e - - -��� Q a + i r I SE METER O/SCON/YE I 1 Q HOR /Z. /,• =40• .� d' a o.' •''Dq',' •. •. 9 - -y° •�. vl 6 /3 -'�LE� ° �I'I i 1 �! I I I tl •Q' .� 9W/TCH W/TH S/NGYE PHASE Ti?.4NSF ME x SC.1LE I " = /'O•' It e -• - °-- I SCALES - L_ J• E �' 1 1I L_ It 1 FOR 11457117IN6 MOUNTED MINA Tior' PROOF %I k !l 7 Any /e Abinf-' PERT. / = 4r Id •' I �__� Ii 1j ° F A IVHOL E COVER I I SlANO ABOI/E GROUND• if4V 6E.K '° CAST -/N -PLACE R.C. BASE e Ly_- L/J(!/T C04 7.O! N CSEE SECT /ON B -B POR 6 I I i i ' 1 ° SW /JC CONVE'�/ .{/C6 O!/TLET M 4 SEWER ANCHOR BOG TSREQUiREO) �: I I I' �' 4 /,(/f /OE fT4T�0t! �s /► w SEC? /OIV FOR �r E MA IN MA AOL E 40E TQ I � � 1 Nt7TE: PA /NT ALL STEEL R4RTS ' / �` 5 ' , I , ' D I W/TH ONE COAT Ac PR/iYJE/4 SCALE Yz " = /'D' L. J ANO 2 PA /NT. OF ALUM /NUM SCHEDULE OF MATER /AL S 'J 4 • • ��,,t = ' `,-'; _'�, ''-� L,D. P,4 /NT /.VTF/IiD:P OF A44N.VOLF © YEOAMANS "i1la,4GE"EXPELSOR LW /T fOR 50-mif @ jS -FT. NERD 11 /ii" STD. ST�PENGTN GAL V. STEEL P /PE W / TN /SO -LB. — - -- = - -- - - � AND ... All- P/P/NG ANO Ee coA Nr o' W /TN /N MANHOLE W /Ty ONE COAT -' ANO /NCLUD/NG YEQMANS SQS CANPRESSQQ OPERATED BY MALLEABLE IRON SCREWED F/TT/NGS AS REQUIRED. /RED. of Pit /MEp ANV rwO C,9Ar5 OF ` °t//P 17SORPAi 3-A Wf ?20 -VOLT ELECTR /C MOTOR. /2 ANCHOR BOLTS PER EXPELSOR UNIT MAN4FACTURERS REQUIREMENTS. j o I I °; ALUM /NUM F /N /SN PAINT : I" o — -- IMBED ANCIVOR BOLTS 6 "MIN /Mf/M /N TO MANHOLE ,BASE• _ ➢, : O' °. Z a 2 ¢ Cl AO SHORT RAD /US ELL - A.S.A. B /6./ CLASS /25• / PRECAST REINFORCED CONCRETE MANHOLE AS DETA /LEO. 4.i - - -- — — .. - - -— -- ° ©!' ¢°°SA�OL LENGTH AS /PEQU/REDJ - /.SO•LB. Cl ASS C.,T• PRECAST R.C. COMAONENTS SHALL BE AS MANL FACTI/REO BY Z ".a PIPE W /T_H_ /2S -LB. AA/ STD. SCREWED FLANGES. _ ASJOC/sITEO CONCRETE PAVDUCTJ /NC OR EQUA i _ - - -- ' —._ v ELEY 88.38... --- - ----- T / STEEL MANNOL E COi'ER ANO APPURTENANCES AS DETA /LEO • 4 4_ "GATE VALVE, NRS, FLANGED -CRANE N9 776 OR EQl/AL. ON THIS SHEET, v 13 6*Wrl TYPJ \ S BX4 "C.I. REDUCER - A.S.A. B /6.1 CLASS /2S. 4 " CAST IRON SOIL PIPE _ A. 6 18 C.T. .90& LONG RAD /US ELL - AWWA CLASS D. / 4 -PIPE VENT - ALNAMBRA A -2 /S/ OR EQUAL, GALVANisEO. •� /7 4 "GATE VALVE, NRS, NUB ENDS, -CRANE N° 777 OR EQUAL, TRACT N� 47 7 8 EXTRA STRENGTN V. C.P. T - 3 O ADJUSTABLE C. I. VALVE BOX EXTEND /NG' 727 F /N /SNBD SECTION CITY OF COSTA MESA B 4 "SIV/NG CNECA'VALVE' fLANGEO - CRANE N? 372 OR EQUAL. GRADE - AaAAffi" N_° 3064 OR EQUAL - PLA /N CnVER. { B ORANGE COUNTY, CALIFORNIA " •. .:. - 9 4 C.L 90° LONG RADIUS ELL -AWWA CLASS A I 4 "spool. - Iso•LS. CLAss C PIAR W/TN ONE SELL END REVISIONS DESIGN L Y 9NEET' /0 rcol- CLASS /5d CAST IRON PIPE h//TH gWWA AND ONE END f/TTED W /TN A CLASS /25 AM. STO. �EOU /PMENT IM5TAL/.AT/ON DETA /LS BOYLE ENGINEERING AS S D F /TT /NOS AS REQU /RED. scREwEO FLANGE. 2 4 "BL /ND fLANGE - CLASS IrS AM. STD• CNECKEDW L 5 F. a. SEPT 1959 7)R 7607 CALIF. LIF 28 �1 J. N. i F. E. D. • OF 7 8NE�T8 ... u... ✓ °w.. ... -; .- x'::.tt: 9 y vl .+n. -'::- R -- .. e , .. . -': ... ... Y . _... ., 1. .. .. _ w:... ... ,i _. .... �'R..,. _ P- L 7 y V .. .... .. -_.. , °� .w�O1O r:. .$W.l . . a a- Jc' :..:.. .. - E :K, -.:. �• - , 'h@ ._. t '. f =�'u. .. p'� >..-\, —... -... J V. \?. .1,._ _ " x....,: _. 4 w `tl- T�21.�• . .. K+3Y•yy+A�s.., Niue = -�_ _ - N. A4a __ T- ..•I1^. .'a •. .. 1 .... .._..•'... .... -.. .. .- -.: i ? .x ? a .. �•' '. +Its'.. v4 .. ea. .r. R.. 3 . a.. Y•.. n _. ..• .�V3o4 ?.-,: .Y.•s .: .. n . _. a _ .. - .. .:. -.. .. ®... i '.: :. m r ,xv _ •. _Yi — 4..:. wx ...... _...r. ur .. Eii!•4. -��Q;. � -. u: aT. 1. r?.. nrwJcrar :wrY�i►Ywr.rr_......,�r.® ........�::J- :W.- a....r�C'.ar :....ukk+,U- ...a� f: x T. ? .._�v. _ - _ _.._gy�f �°x .,._,� �_.Isr ...,.: �±,. Ja_:: _ .,.•..rte,... =�. �.. r_....,.�.«a. �/''_�.- a...- _._.,_.. l •i'� -- - -�` : : -. ,.- �- ... -.�« ..,, ,� A.. -..v<. ._ ,_ 1 „.t..✓ `•a- --- - -- .t ..:.'ter.