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HomeMy WebLinkAbout1344-D GENERAL NOTES 1. ALL WORK STiALL BE DONE iN ACCORDANCE WiTii THESE PLANS, THE 20. NOTE TO CONTRACTOR: THE CITY MAY REQUIRE MASTER S DRAIN PLAN CITY OF RANCHO CUCAMONGA STANDARDS, AND TiTE STANDARD THAT THE CONTRACTOR SHALL PROVIDE AN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. APPROVED, DETAILED TRAFFIC CONTROL PLAN PRIOR CONSTRUCTION NOTEB._ND___QU�1N'TITY OFINION CON'T'RACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE TO CONSTRUCTION. STREET STRIPING AND MARKINGS FOR ADiiERANCE TO THESE STANDARDS AND SPECIFICATIONS. SHALL BE RETURNED TO EXISTING CONDITION UPON FOR O INSTALL 84" R.C.P. , D - 1600 /Jg LF COMPLETION OF THE WORK. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER O INSTALL 72" R.C.P. , D = 1600 b LF POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT SAPPHIRE STREET SIiOWN ON THESE PLANS WITHIN THE RIGiIT-OF-WAY LIMITS, OR iN O3 INSTALL 48" R.C.P. , D = 2000 ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL 34 LF BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUiRED AT O CONSTRUCT JUNCTION STRUCTURE "B" PER CITY NO COST TO THE CiTY OF RANCHO CUCAMONGA. STA . 10 + 00 . 00 T O STA . 11447 . 111 OF RANCHO CUCAMONGA STD. DWG. No. 509 1 EA 3. ANY CONTRACTOR PERFORMING WORK ON THIS PRO.IPr1T SIIALL OCONSTRUCT MANHOLE "B" PER CITY OF FAMILIARIZE HIMSELF WiTH THE SiTE AND SHALL BE SOLELY RESPONSIBLE RANCHO CUCAMONGA STD. DWG. NO. 511 1 BA FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES L_ O CONSTRUCT BRICK AND MORTAR PLUG 1 EA t.�,yrnr&yr. /VorEs _,a _y1 RE SHOWN ON THESE PLANS. O7 CONSTRUCT CATCH BASIN #2 PER CITY •• 4. A PERMiT SiiALL BE OBTAINED FROM THE CITY OF RANCHO CUCAIIIONGA iI-4s III �/. /�L�iNONE EX/ST/kG �4'r1NLErS7"'rl Tr' C / OF RANCHO CUCAMONGA STD. DWG. NO. 503, Z EA FNGiNEE9ING DEPARTMENT PRiOR TO ANY ENCROACHMENT OR dVA/eG RA& ANO firs; GTf�wUrvrr/5��rcE, Air�t7 carve. W - 33. 981 , V = 13.0' ALSO, SEE "GRATE CONS'T'RUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR p/'OG[.8, rLoet.fY0#d,A✓D •PE��nL�s/f �'� �'S PLACEMENT DETAIL, " SHEET 1 RIGHT-OF-WAY. 7. // FS7,-4 L sGi't CP, 0=/Af� CSEESi/�IfT/�� GGR + ,, 20 LOP ; *4 Bor5 Cb IZ" O.C. C&vS77e=r 7-,P/ W/77py SZAVt wR& ^ye 0 AWR 40amr,0 O CONSTRUCT CATCH BASIN 12 PER CITY 5. ALL GRADE, STAKES SIIALL BE SET BY THE CONTRACTOR OR ENGINEER. L J72P. OA-4. /Ve. ?-0//d A,46, C,R.e�tfl,S t>di�"��C.� 1 EA �I_ OF RANCHO CUCAMONGA STD. DWG. NO. 503 PAVING STAKES SIIALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT U it 13or5 Cb 8'I O.C. O, : 0096- POINTS /9" W = 27 .081 , V = 11 . 5 ' . ALSO,- SEE "GRATE POINTS WiTHiN 0.01 FOOT OF SUB-GRADE ELEVATION, AND AT NOT MORE COivSTxr�+cT. Cuirs *AIVGorr c /'/l"C.i. ANO /Q'"GL�TEe) PLACEMENT DETAIL" , SEE SHEET 1 TIIAN 50-FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE fair C/7'Y 01w /!i9'lerG'h•a j'T,D. D/v6. AP.S . REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE I t = Q•/l': .a C A?VO 0 1�R',t�'lt,*Ex/ST. C O. Lh°Vec'►'sy+olr..S 35 to& 9 I RESTORE� � E ETRE , � 1?'I' SURFACE AND AREAS. 416�11 . O BASE MATERIAL OGD1V.f7'r!Y/CT GDT=Ar Qosiv "Z RJEt CiTy4� C.�'o TO ORIGINAL DEPTH AND CROSS-SECTION, PER Sino a . wf,. 009 _ W 7 0.?=I �/_=G.B: A[d0 RANCHO CUCAMONGA STD. DWG. NO. 312 400 SY 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, Const.iofnf I i t -- - SEE 'G/tA1Lr�CACE ivlG T 1C'� S• -T / /� MAINS OR CROSSINGS SIIALL BE CONSTRUCTED PRIOR TO PAVING. �lU X1050r,5 , / ©0 00A15rRUC>JL ,P�VCP/OA/ s'Y,1•!/�'T7l,PE� �,�C•fOp � I�''o.c. x Itj'-a BTO. OA/d. �tb. Z-D/B9. .SEE S/ ;.r7/ 1 EA 7. COMPACTiON TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, ��/III - 10 Bore. CZ IG'IO.C. /1 30 z : a COMPACTING ORiG[NAI. GROUND AND ALL SUB-GRADES SHALL BF. �•H Fillet(TVP.) ' s 8*," C t.5; /� /75�.f3 , S PERFORMED AT NO COST TO THE CiTY OF RANCHO CUCAMONGA. A Staggered -' WRiTTEN REPORT WTTII THESE COMPACTION TESTS SHALL BE SUBMITTED --- 0 9 e0r5 p 8"O.C. X TO THE CITY -ENGINEER FOR APPROVAL PRiOR TO TiIE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. r SEE STO. 0". 501 FOR INLET I OETAIIs I BUT USF 14' / '1' A. ATIIE COMPLETION OF PAVING, A MATERIALS REPORT SIIALL BE SURMITTED TO THE CITY ENGINEER LISTING ALI. TESTS OR 2" /O"�bR �iq>GSfa•►��.v ,*j- DFTFRMINATiONS COMPLETF,D TO VERIFY STABILITY OiL CONTENT AND clr V_ Ir.-Frovement 'r 0"IC / A;e& A*_j f GRADATION OF ASPHALT PAVING. 2"•_ //flr'' cas�•F esgs.v NOTE: c!r. AN AS - BUIL T LOG FOR A TEST BORING IN THE VICINI rY OF THIS oRaltcr 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL -- Iii; SUBMI'T'TED TO TIIE #kg Bores IG"O.C.CITY ENGINEER LISTING ALL TESTS OR I �' SyMir,etrlcol lbout WAS PERFORI*fFD IN CONJUNCTION I/ITH THE CONSTRUCTION OF THE- SIEVE HE DE/fENB DETERMINATIONS COMPLETED TO VERIFY: SiEVE ANALYSIS AND SAND I imp. CHANNEL BOX STRUCTURE BENEATH THE SAPPHIRE / BANYAN INTERSECTION. SHOUL D THE BIDDING CONTRAC rORS DESIRE THIS /NFORNA TION. IT CAN BE EQUIVALENT OF AGGREGATE BASET AND R-VALUE. ( OBTAINED BY CONTACTING EITHER THE SAN BERNARDINO COUNTY FLOOD 1 10. PAVING SiIALL BE PERFORMED IN ACCORDANCE WITiI R-VALUE AND N • CONTROL DISTRICT AT B25 EAST THIRD STREET, SAN BERNARDINO, CA. 92415, PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR #4 BOY'S IZ'I O.C. OR C. P. LANGE ENGINEERS AT 840-A- NEST NINTH STREET, UPLAND, CA. TO FINAL PLAN APPROVAL). 91786. REFER TO SHEET 9 OF 9, " LOG OF TEST BORINGS " FOR ,3 GRATE PLACE CUL VER TS A T DEMEN NS CHANE " L , CONTRACT NO. 7907, MOORS AND TA BE 11. WiIrN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL, WHICH - _ PLACEMENT DETAIL_ CONSULTING ENGINEERS AND GEOLOGISrS, ✓OB NO. 178- 100, CONSIS'T'S OF A ROCKY MATERIAL, TiIE SUB-GRADE SIIALL BE PREPARED NTS BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE I i AND ALL VOiDS OR DEPRESSIONS SIIALL BE FILLED WITH A FiNE GRADE a MATERiAL OF A QUALITY BETTER TIIAN THE NATIVE, MATERIAL. � 1 4" � weear„J1e 5.P 1 _ �cr . � P eZ (Typo) 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS V 00 STF,RTLANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 1 SiiALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED M 4 Bc:rS 10"O.C. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. _ y, �1 COTE r�A/f SPr/�P TD4O•t�FO.Qiy r1� .��_, - 1 , staggered ' I COnJ/rK/ron j°Ml 4t �U.f/E�.'T� � 6/'.Plo AJ 13. OPiN10N OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE =L. N; _ � I ,�, m - *1 10 r r JHOAIN D4f _UrZ. NOTES CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE '/IIS �9 I U !� 5 Q Iwo O.C._---� 7�, •f eo.s /. Yo/vet sow A nd r n n h do Cos haw o to r ct t o s OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING CCIn5t J0irt t 4 1 - „ s ____ ♦ dr in ow t Q ( -- `. ✓ hors-'� � Elevation Rand E/evotron Sore F� - Y 9 - , -s of /s•et. h A B1U. - ..____ 1 .�++" Shown when r r r ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT •. - -----�� -"--..,.--._ ^-�-' L, � , � .. �•: a equ:-ed oe /Vote 6+ J/ol.ons ..r_...,_.--.T_.,�t_.T'_•-__.._-"t---.-_-i_._.._.._-... �_..._�_.r--_ •mac/feed an drsr.n9,r e/phy .f /M rNrrs.c/,er+ N SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE I r ') T--„ ; /s osis, /s ie. center /r,ltf of ,nn.n One and /o/tro/a, t.cepl that ste law for notch basin conneclor pope ¢ply CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1 �1 >~F eo,v doth"tet ie� , •` - o/ :n,ld, .,,a ,r a/rrr/ure. I x Akins I 1 - w,d when a is __ 1 ApJ�ec.•, -"oJ eo.. i0'or,rrcvr •-• .� Rt�nrorcrn� alts/ sho// be per t•°/1l, s/rorght 14. SHORING SHALL BE REQUIRED FOR ALL EXCAVATIONS IN EXCESS OF _ bora 14 clear frenr face of torrcrrle unless N"" SECTION G-G o►nerw�ae •shown. S FEE 1'. GENERAL MINIMUM REQUIREMENTS FOR SUCH SHORING SHALL _ �;,h �r �.,ae,d„�, to W bons err o/ arie and "vacrnq apeerioed for wa/! COI7FOR11 TO L.A. COUNTY FLOOD CONTROL DISTRICT STANDARD = So r5 �J 8"0.C• P ""'�1r,�, 1 �'o°�;r' „��h o;`' ;a o;,d 1',"n�'/�` o' 'roia„`r DRAIVING NO. 2-D466, "CRITERIA FOR THE DESIGN OF SHORING FOR 20" Lap v *I I Bars IG"O.C.X 18,-0'I Mpl, r/t� °,na„n.Iwn °!,/i, fb°Tdn,Ber�sE,otra °f i'^C''°^ a' ' EXCAVATIO11S." THOSE PARAGRAPHS OF STD. DWG. 2-D466 REQUIRING 1 wear, surd bar arw Om,l lo bora when sin of spur is .1.1*or- less, l�8 �� be/ow Doff./ s/ thorn brit, snd om,l G bons L.A.C.F.C. DISTRICT SUBMITTALS AND ACCEPTANCES SHALL BE MODIFIED @ 8" O.C. X -ole s.Iy d r 2! :f . e ; o ver- , 1 °f ' a /t'°r t" o. ' De ` fir TO READ "THF. CITY OF RANCHO CUCAMONGA." THE MANNER OF SNORING 3'-$" f , ` ro•r ,^•F` 1 a s. ✓wrcllan �/r�cl,rrr, shod b< aurod meno+iNrico// e u \ y EXCAVATION SHALL ALSO CONFORM TO ALL APPLICABLE RULES ORDERS • N I 'Q[,A4(s son rv,Jh morn /,ns oro,-m .►r,.on, n,an>.alt or ,,�5 - D l//L T DET.4/L OF eX/s T/NG a n JZ-G DOX S ER414'r9m �; ;r h-ons,l,on. AND REGULATIONS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE . 1 s #OA"- of a/ruclure shall be steel • lrowe/ed to ENCi4 711/ SA^Ph'/A YA r 'h Doo OF CALIFORNIA.SHORING SHALL QE DE.f/GMEO AY.i C/V/! ENG/.t�EE�I, .rE6/STE.PEO ,�Q�,®.-�.,.. ��AN N /N�ER`.SfG�� �'�N /. W LA!/FOA'/V/.4� PIP/D.P TO CONSriP!/CT/Oi1! `- 411 .' J =s? �� i ?t s r l s � ,spr.n neo c Psi o/ 10 Ieyya. h 1' Embedmt�1, P, shall be ! for Q •06 it less 15. CiTY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM I , , jo . • and 0 for' 0 over .s6: RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ' OMISSION + + I e e. when E/evot,on Rand Elevation S are not shown I 't 1 I EXICSTAK' StAR�AC£ L7 .. � 1780,�0� ' ' •t«alrvehen is ! on the project drawings inlet opening sholl sro DISCOVERED DURING CONSTRUCTION. UPON REQUEST, TH1 REQUIRED I 1 ' I Z , PLAN Jonnl. f inches below the so Flit, and Inlet pipe she/l be PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER I + I ABOVE STORY' �S dr lord on o straight grade from main line to catch I I I y 4 Ayw r es,shav �,r,K/.„ t ! basin or to 9rode brook in inlet line. FOR APPROVAL. I /7Jb O� , • • • -W esti Elevotion S shall be shown on the proiect droo,vngs 1 1 ; when inlet opening ocol/s more than C inches below 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, - - -- - - T- +--=,-- - -- f � the soffit• onern/et pipe sho//be laid on o stro.ght 6j - HAZARD-FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SiTE I ^l-. h '4 Ka? w�` is ; ° �' -A y aAsnabrd so • r grade as stored oboe. I s 1 . ;`�, f STI1� -Gto 1•H cora .� ,�f eero . pPe•p1n1• si g% Elevation R shall be shown on the oroject SIIALL BE CLEANED UPON REQUEST OF THE INSPECTOR. I I4p11Ri 1 ,r. , 1 _ Irm 6.cdrowin J On/ when o s}ub is to be pro v,aeJ For � • � 3•rLOP?t ll7'7:J0 IW s /OOT. h 9 _.__t' 1 I w AA%kk tfye� es �.�. 7 // Future construction of in/et pope. / A? 17. CONTACT UNDERGROUND SERVICE' ALERT AND ALL UTILITY COMPANIES / I 1 Y6 a AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. PROVIDED FOR 1 ;'� j �7 • // 1d0'� flew J- i t�^' ' ' o rl RE FERENCEf REVISIONS LOS ANGELES COUNTY _ Ars JiIM�! AkA110.--- rT1V _ -- --- _. _f._ , . r 1* - ... .... ..., •... FLOOD CONTROL DISTRICT it + YOUR CONVINIENCE ARE THE FOLLOWING: I '-T-- UAN4 w_ VI bK15 po YR t eea a _,_ /o: 1s I or" = l ae • • 10a 16 ,e 0 12 53 k.:r_ed NoI. 1 _ Ls eoMoa I� s ►. e + r rs u cr. .e b c JUNCTION STRUCTURE ITRUCTURE " '' I �•• •.� ' 12.2766 Rrvued NO}e 1 A. SAN GABRIEL VALLEY MiNICIPAL WATER DISTRICT - -- +- - - - - - // // I / .: eanrr,/l „rider a/ri, &o, a l!s Adeeo ND*e b s -4% - e PLAN & S E TANS oA MR. BOB STALLING�S (213) 969-2718 + I ir7�i ;� r.Jn /s s t.,.cr,rle, //I 17 � ® +° R„Y..Lemorr T ' 1 / SECTION P-P w tomport-sw/to rerori•-v IM / f FOR BASE LINE ROAD CONSTRUCTION „ 1 I '""'�-�""� j /� Q xu6v cr3 : I sen+•rr f*gWvd or spec,/,,:arionS.p /.N / ..t cammA_ ..S ` ' -� �.4S: Vs r o Itiml 6ack/l/i may be ,,.wtied ,! JriivclWe Jet. fw...nu , o�T. -1; t ,• A„d on a ofislt,rbtfeorlA A0 ah,m 01ne .vol/. HnB. GENERAL TELEPHONE (800) 422-4132 FOR UNDERGROUND SERVICE `" , i' - / !a� fps '� g "?% s►f W C. SOUTHERN.CALIFORNIA GAS COMPANY 1 �" Y� , f► i - `° /� 'F� Z^ U 2191 E. BIRCH STREET '� . ►" O �� O "'1 i . c .. .: ;; .d O ` BREA, CA 92621 - _ _ _ _ _ CITY (714) 529-2889 & (714) 529-7070 +- t - � • . „� 1 "'� � aoo � aao 1.00 DESCRIPTION OF REVISION DATE PE'ROVfO D. CUCAMONGA COUNTY WATER DISTRICT M.Or I E"ST � " CAP. OEE`Sln STY OE f 'SAN �" �► Cil / '0A _ RSP _ N�( C� r M �.' 9641 SAN BERNARDINO ROAD ► A s SITE . . (S7Rf-E7 STAJ � rkANCHO CUCAMONGA, CA 91730 1 3 (714) 987-2591 1 -~� _ seise "° � . �•�� VERT. �.a I �I-, MASTER STORM DRAIN t ' CD ` P01TVATt_ ENenFFR•S NDrICE To CONTRACTTDRS ENT PLAN LINE "I-4" (PORTION) E. METROPOLITAN WATER DISTRICT }----s- IMPROVEMENT N)-C 28022 P.O. BOX 54153 T -----�'- c . +n';• `a. +_ • ""a CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE MO OOEPLETE RESPONSIBILITY FOR * vxr 3-31_40 SAPPHIRE S T R E E T LOS ANGELES, CA 90054 j 1 1 i ` ' A„s JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. cj'l C/V�v �� (714) 593-7474 1 I INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL- ATE t7F Cr,�`Eoe` FROM BANYAN STREET (DEMENS ..' 4 APPLY CONTINUOUSLY AND 1407 BE LIMITED TO NORMAL WORKING HOURS; AND THAT s F. PACIFIC TELEPHONE COMPANY kND j `... <� f' THE ooNTRacroR SHALL OFFEND, INDEMNIFY AND HOLO THE OWNER AND THE ENGINEER CHANNEL) O 150 NORTH (714) 999-5639 i 1 i HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN oOrs4ECTIQ4 WITH CITY BENCHMARK #67 ELEV. 1948.210 SET CHIZ " " NORTH END CURB RETURN ' ^ 1 -_i ''. i� e,Td,-:;:;rug THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING REF., N.W.C. OF HILLSIDE AND CARNELIAN. APPF;OVED BY: 44 4 DATE. FROM THE SOLE NEGLIGENCE OF THE OWNER, OR THE E1�iNEFR, THE EXiBTENCE ANo CITY ENGINEER RC.E NO. 9"97 18. TRENCHING AND BEDDING SHALL BE IN ACCORDANCE WITH RANCHO APPROXIMATE LOCATIONS OF UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE CONSTRUCTION BENCHMARK 41 ELEV. 2002.38 BRASS CAP ON SOUTH CURB DESIGN AFCommrNDED CUCAMONGA STD. DWG. NO. 513, CASE 1. VICINITY MAP PLANS WERE DETERMIiED BY A SEARCH OF AVAILABLE PUBLIC RECORDS. THE DONTRACTOR RETURN T.C.• S.W.C. OF HILLSIDE AND SAPPHIRE. CIVIL ENGINrFW"G S - _ LAND SURVEYING SHALL POTHOLE REFERENCED UTILITY LINES PRIOR TO OONSTRUCTION TO VERIFY EXACT SRS 4FJJ"1; Ii S f U ...�.....7�.....s� .,..»-s....„. .......as....._..{..,_.. a..., : ...,-}-,. ._.t, '.}:.,... ...�,. a_--'.i s.. :s. ;.: �: -�r 1--♦ .-+- ,._._s N I / • 00,N e9 dTJ6"W � 1 N 99�'J�~w o)i ♦ .. .�..♦w .___ -., .. __.:.<� .. _ Eacsr GrE.W Af/T � • \\ � EXXST� CMP � ��•� :_.._...�. ,._..._ �. .,�...._. .�,,. .�.. ,.4 .w, f,- ,�.. � .-._.bw..!..,..�.,.._:.:.. ` ................... •',� 4 N �a E , ' � � 4•'' I� v. T 4i � �G7 ntrs d� ' � 0� .� �.c/#..�.�_a_,. _ .:.........:__. .,.;.a ...,.#. s.,._... � , f~...-..+...,_,..._.i. a.:.. {..__ 4.._.....L.. :. : ..:...-�...aw.�._., ' .. , E.17CST• say At Er STRriC'TUgf' !tea I � � ` .♦_. 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