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HomeMy WebLinkAboutStreet Improvement (2) I GENERAL NOTES: PAVING NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF 1. MINIMUM PARKING LOT GRADE SHALL BE 1 0 PERCENT. COUNTRY THE PROPOSED WORK AREA AND RELOCATION COSTS OF ALL WALK A T EXISTING UTILITIES. PERMITTEE MUST INFORM CITY OF 2. MINIMUM GRADE FOR RIBBON DRAINS SHA BE 0.50 PERCENT. STREET CONSTRUCTION NOTES & QUANTITY ESTIMATES CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO O DESCRIPTION UNIT ONSITE OFFSITE TOTAL BEGINNING OF CONSTRUCTION. INSPECTION (909) 694-6411 3. AN APPROVED SOIL STERUZER SHALL BE USED ON ALL 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING SUBGRADE SURFACES PRIOR TO PLACEME IT OF PAVING. CONST. 0.25 AC OVER 0.80 AB CLASS 2 PER CITY OF TEMECULA - TO CITY STANDARD NOS. 403-405. 4. "ASPHALTIC EMULSION" (FOG SEAL) SHALL BE APPUED NOT CHA RD ONNA Y HIL L S 1O SiDS 103A66' R - 44' CURB TO CURB IMTH FOG SEAL S.F. 14,309 14,309 CONST. 0.25 AC OVER 0.65 AB CLASS 2 PER CITY OF TEMECULA LESS THAN FOURTEEN (14) DAYS FOLLO G PLACEMENT OF THE O S7D& 1 - T WTH FOG SEAL S.F. 27,464 - 27,464 3. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ASPHALT SURFACING AND SHALL BE APPL ED AT A RATE OF CONST. 0.25 AC OVER 0.65 AB CLASS 2 PER CITY OF TEMECULA CITY OF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT 0.05 GALLON PER SQUARE YARD. ASPH TiC EMULSION SHALL O STDS 104A 60' R - 40' CURB TO CURB WTH FOG SEAL. S.F. 33,915 - 33,915 STANDARDS AND SPECIFICATIONS, DATED NOV. 1991, AND CONFORM TO SECTIONS 37, 39 AND 94 THE STATE STANDARD CONST. CONCRETE DRIVEWAY APPROACH PER CiTY OF TEMECULA SUBSEQUENT AMENDMENTS. SPECIFICATIONS. 42 O STD. DRAWING NO. 207. EA. 59 - 59 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY CONST. TYPE "A-6 CURB & GUTTER PER CITY OF TEMECULA STD. � ORATING NO. ?00. LF. 3,424 - 3,424 NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE OF TEMCULA DEPT. OF PUBLIC WORKS F AN ENCROACHMENT 48 '> 43 MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. PERMIT FOR ALL WORK WITHIN CITY RIGH OF-WAY. O CONST. TYPE A-8 CURB & GUTTER PER CITY OF TEMECULA STD. 461 (TRACTS AND PARCEL MAPS ONLY). 44 6 698 DRAWNG N0. 01. LF. - 698 6. TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPT. OF PUBUC 46 / S 7 O CANS T. TYPE "D-6" CURB ONLY PER CITY OF TEMECULA STD. LF. 74 - 74 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OF WORKS. ONE INSPECTION AT THE TiME TH BASE IS PLACED AND 48 4 - -` DRAWNG- CONTRACTOR TO APPLY TO THE CITY OF TEMECULA DEPARTMENT THE SECOND WHEN THE AC HAS BEEN P CED. "-_ - =_- _ - -� 8 CONST. ACCESS RAMP PER CITY OF TEMECULA STD. DRAWNG N0, OF PUBLIC WORKS, PERMIT SECTION, FOR AN ENCROACHMENT a>' _ _ _ _ _ _ -_ _ -- PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF 2 P / / -` --- O CONST. CROSS-GUTTER PER CITi' OF TEMECULA STD. DRAWING NO. AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EX. t P i/ 209• S.F. 550 550 PUIBLIS USE. UTiUTiES. THE CITY SHALL BE INFORMED HOURS PRIOR TO e / 10 �►' 9 9 19 k ADJUST PROPOSED MANHOLE TO GRADE. - BEGINNING OF CONSTRUCTION AT (909)69 -6411. f; 6. ALL UNDERGROUND FACILITIES. WiTH LATERALS, SHALL BE IN 9 11 ADJUST PROPOSED WATER VALVE TO GRADE. . PLACE PRIOR TO PAVING THE STREET SECTION INCLUDING, BUT 8 A COMPACTION REPORT BY A SOILS ENGIN 4 SALL CERTIFY 95 / » EA. 3 - 3 NOT 11M!TED TO. THE FOLLOWING: SEWER, WATER. ELECTRIC, PERCENTCOMPACTION OF BASE PRIOR TO LACEMENT OF ASPHALT / CONST. BARRICADE PER CITY OF TEMECULA STD. DRAWING NO. GAS, DRAINAGE. PAVING. 3 �I 16 24 25 ` 12 604. LF. 40 - 40 6 Pests 23 13 CONST. SIDEWALK PER CITY OF TEMECULA STD- N0. DWGS 400 � 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE 9. COMPACTION TEST OBSERVATION OF SUBG ADE OR BASE ROCK 8 / 2e i. S.F. 17.919 - 17,919 INSTALLED AND CONSTRUCTED ACCORDING TO STANDARD NO. 207 GRADE SHALL BE COORDINATED BY THE CONTRACTOR WITH THE 'Q ` 2t k O INSTALL STREET LIGHT PER CITY OF TEMECULA MOD. STD. DRAWNG AND/OR NO. 207A, AS DIRECTED IN THE FIELD. SOILS ENGINEER AND THE PROJECT INSPE TOR, ALL GRADE 7 t o F � 27 14 EA. 11 - 11 INSPECTIONS WILL BE IN CONJUNCTION W! OR PRECEDED BY 8 1 �- 2e O INSTALL STREET NAME AND STOP SIGNS PER CITY OF TEMECULA STD. 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR COMPACTION TESTING. 0 12 GxR 29 DRAPING NOS 403 THROUGH 405. EA. 4 - 4 CONTRACTOR, IF NECESSARY, TO APPLY TO THE CALIFORNIA 31 / O REMOVE EXISTING BARRICADE. DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN �` 32 16 EA. 2 - 2 ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN THE 14 INSTALL CATCH BASIN PER R.S. COUNTY FLOOD CONTROL DISTRICT STATE RIGHT-OF-WAY. m / 17 EA 1 - 1 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL NOTICE TO CONTRACTOR: 60 40 r I 18 INSTALL GUTTER DEPRESSION PER R.S COUNTY FLOOD CONTROL EA 1 - 1 DISTRICT STD. DRAWNG NO. Lo 201, TESTS SHALL BE TAKEN AFTER ROUGH GRADING TU DETERMINE SAFETY RESPONSIBILITY: CONTRACTOR AGREES THAT HE SH D I 19 INSTALL 24' R.C.P. CLASS IV. THE EXACT STREET SECTION REQUIREMENTS. USE STD. 401. ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 61 48 k I O LF. 120 - 136 IF EXPANSIVE SOILS ARE ENCOUNTERED. CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS ® WSTALL CURTAIN WALL PER DETAIL ON SHEET 2. 10. 'ASPHALTIC BA LSION" (FOG SEAL) SHALL BE APPLIED NOT PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPER THAT 62 47 1 6/ - ` INSTALL 8' A.C. DIKE PER CITY OF TEMECULA STD. DRAWNG EA 1 - 1 LESS THAN FOURTEEN (14) DAYS FOLLOWING PLACEMENT OF THE THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED so � � � 21 _ TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR 63 ALL 46 2 a 10 LF 150 150 ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF DEFEND INDEMNIFY AND HOLD THE OWNER THE COUNTY OF 4 s 11 INSTALL 2' CONCRETE RIBBON GUTTER PER CITY OF TEMECULA 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION SHALL RIVERSIDE AND THE ENGINEER HARMLESS FROM ANY AND ALL 60 64 s 1A BER N13 4 1s to 17 © STD. DRAWING NO. 209A. LF 85 - 85 CONFORM ORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE 68 8 4 r to 77 PERFORMANCE OF WORK ON 14S PROJECT. EXCEPTING FOR TY �. 3 11. PRiME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CC JNTY OF 102 103 23 22 W 2 OF 105. RIVERSIDE OR THE ENGINEER. 101 21 � . � 2 4+ v � 6 25 24 23 19/ EXISTING UNDERGROUND STRUCTURES: THE EXISTENCE AND ATiON 20 22 21 20 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUC S to 1 Q o ORDINANCE NO. 460.53. SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF EMWN C m »o 10 11 12 13 1 ? u AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, TH ARE loci GN Orj 109 - _ 17 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE e9 - �T 128 18 APPROVED STREET LIGHTING PLAN. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 129 14. AS DETERMINED BY THE CiTY ENGINEER, THE DEVELOPER IS PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO RECORD OR NOT SHOWN ON THESE DRAWINGS. IT SHALL BE E CENTERLINE AND MAY BE REQUIRED TO RECONSTRUCT EXISTING CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING THE SHEET INDEX TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON ILITY ASSIGNED TRAFFIC INDEX. FOR THE UNDERGROUND UTILITY PiPES. CONDUITS, STRUCTU S SHOWN OR NOT SHOWN ON THESE DRAWINGS. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL RAW R/W RR/W STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER 60' 66' TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE 10' 20' 20' 1 10, 11* 2' LANDSCAPE PLANS. ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY 'STANDARDS RELATING TO THEI I T V. I I TC- V. I I ADMINISTRATION OF LANDSCAPE ENCROACHMENTS DATED JANUARY 1989. + 0.03 I + 0.11 1.77 I 1.77[ 2 2X % 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90-12. THE DEVELOPER SHALL INSTALL ALL REQUIRED CABLE TY FACIUTIS. TIME LI M I ATI ON: OMPACTED OMPACTED 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT NATIVE MATERIAL NATIVE MATERIAL RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY THE TiME LIMIT ON DRAWING APPROVAL SHALL BE SIX (6) MONTHS FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING FROM THE DATE F THE LATEST REVISION APPROVAL. IF np, STREET SECTION 40' C/C (ir CURB) TYP. STREET SECTION 44' C/C (I' CURB) coNSTRucTioN. UPON REQUEST, THE APPROPRIATE PIAN REVISIONS CONSTRUCTION H NOT COMMENCED WITHIN THE STATED TiME, CRY OF TEMECULA STANDARD 104 SECTION A CITY OF TEMECULA STANDARD 103 SECTION A SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW EMWD REQUIRES AWINGS TO BE REVIEWED BY THE PROJECT AND APPROVAL DEVELOPER/DESI ENGINEER FOR POSSIBLE CHANGES IN MASTER SEBASTIANI CIRCLE AHERN LANE SITE PLANNED SIZING A ND CHANGES IN SPECIFICATIONS AND (T.I.7.0) STANDARDS. WEIBEL CIRCLE A CHEMIN LA TACHE N.T.S. LINA U I HOR/IED CHANGES' AND USES (T.L=s.$) N.T.S. CA / / FION: V THE ENGINEER PREPARING THESE PLANS WILL E NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UAIAUTHORIZED BENCH M RK CHANGES TO, OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN OR177NG AND MUST BE APPROVED BY CO. OF RIVERSIDE B.M. NO. T-29-81 R/W R/W 7H£ PREPARER OF THESE PLANS. 1.5" BRASS DISC IN CONC. CYLINDER LOCATED FROM 60' THE INT. OF FRO T ST. do RANCHO CALIF. RD., 1.8 MI.'S N.E. ON RA HO CALIF. RD. TO INT. WITH 12' 18 18' 12' The private engineer signing these plans is responsible for assuring MARGARITA RD., I THE N.W. CORNER OF THE INT. the occcuracy and acceptability of the design hereon. In the event of1' E. OFA 7' CH INUNK FENCE. 21' x i6' AROUND 6, 1 TC=CL ELEV. discrepancies prising after city opprovol or during construction, the private SO. CALIF. GAS V LUES, 40' N. OF P.P. (NO.#), 94' + 0.02 engineer shall be responsible for determining an acceptable solution and N. OF CENTERUNE OF RANCHO CAUF. RD. FIBER- revising the plans for approval by the city. GLASS WITNESS POST SET 1' W. OF MONUMENT. 2 `2�G 2X ds -iq ADJ. DATE 9-13-B2 ELEV. 1128.410 DE P I OMPACTED NATIVE MATERIAL SUIT Underground Service Alert TYP. STREET SECTION 36' C/C (O' CURB) Esst CITY OF TEMECULA STANDARD 105 SECTION A A. can- TOLL FREE VICINITY MAP C R LE CHAMBERTIN y � - N.T.S. - (T.I.-5.0) N.T.S. NO 4,3217 " 1-800 ; D(P. 3/31/00 422-4133 of �►�� i TWO WOWM DAYS BEFORE YOU DCI PERMI T N0. L09 7-041 CO DEVELOPER: SOILS ENGINEER: BY DATE REVISIONS ACC'D DATE PLANS PREPARED BY: Designed By Drawn By Checked BySHEEi LENNAR HOMES RECOMMENDED BY: - DATE: CITY OF TEMECULA 1 OF CALIFORNIA, INC. LEIGHTON & ASSOCIATES Plans Prepared Under Supervision Of 7 /¢ IMPROVEMENT PLANS FOR: ACCEPTED BY: _ DATE: /F7 CHARDONNAY HILLS OF 4 sHT"S PRINCIPAL EMONEER. FOR CITY GINEER 23333 AVENIDA LA CAZA 3934 MURPHY CANYON ROAD GROUP Date - 14-�7 EN RONALD a PARKS DRAWING NO. SAN JUAN CAPISTRANO, CA 92675 SUITE B 205 PLANNING • ENGINEERMG • SURVETING MARWAN A. QUINTS TRACT NOS. 23100-5 & 23101 -4 (71 4) 488-8850 SAN DIEGO, CA 92123 6540 Luck Boulevard • suite C-226 • San Die CA 02121 619 292-8030 6°' R.C.E. No. 43217 Expires March 31, 2000 R.C.E. 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' • ■N11■■■■■■■■■■■■■ENN■■■ E- �• k' 1 ■■■■ �1 ■M11�1■ ''i ■■■ ■■�'J.%■■1111■ ■ . � ■■!! : :E■!!I!��■ /�� J ■ ■►■■■M!� �i� i11 9 ■■11■■■■■■■■■■■■■■■■!�!'!■ ` 1 11Gv 1 W ■ ■ G1■■■■I■':��■ � ■ ■■■■■!�.�!■■ . - -. ■iii ■�� --.���■c�Q �■ ■■■��1ra��'�■■11■■■■■■■■■■■■■■■Eli fn�!�!�'���---_-- -- r ' — l�■■■■ Ir-■■■■ ■■ M■ ,"' / ■■11■■■■■■■■NOES■■■■■■ ■ ■mommemoom■ ■■■1■ ■■■NN1■ N1■N ■ . -. _ ■ ■■11■■■■S1ONN1■■SEN11■■11■ ■ O ■■ ■■■ �r'�T ■NNON111E� ■■■■■■■■1N■ ■■■■■■■■ ■■NEEM ■ 1 ■� ■ ■■ ■ -------- --_11E■■■■■111N■■■■■■EMM■■■■■■■■■■■■■■■■■■ME■■■■l-------- --- ■■■■■� ■■■■■■■■■■■ bib- TbC 1111■■■1111■■■■■■■ ■3������ t��9■■■■■■■���■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■■■■�©��d7:������im ■■■■■E��■■■■■■1111■ • �i - ` .; • � � !�������J�� _ _ ; ' 0 ;•, may// � � • • © -�. o ♦ " I" - . . �! off' �; ��a � • : ,. � , ,.. a ,� � � ,• ` ' , r • all - ,r • • moi• � . r 1►�� •. •w • • MINE =MMUM l • • ! I M In - ■■ 11111 ■ 1111■ 1111■■ ■■■■■■■■■■■■■■■■■■ ■■■ ONE ■O■ 110 1111 1111■IMMEMMEMM 1111 1111 ■ ■M■ ■■ ■M■■■w■■■■ NMI S ■■ 1111■■ ■■■■■■■�■■■�■■■■■■■■■■■■■■■ I • ■ ■■■■■■■■■1 ■■■■■■■■■■■■■■ ■■■■■■■ ■1111■■■■ r : • ■■■■■■I [o�1111 1111■■ ■■■Sii ; . , ��•..d� _ _ . - .. coy • . �i ■ 'i■■■■�M B®� �■■ I I e�.��■1111■■■■I■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■ MENNEN■ ' • L � U■■■■■■I , 1■■ ■■■■■■���, 1111■ !■111■■■I _ 1111■■■■■1■O■■O■00■O■MEM■■■■■■■■■■■■■■■■■■ ■�■■■■■■f�11 ■O■■■■! [i ,/ : , „ : : ■ INN ■■■■■�I i�■ ■ ■ ter, 1111■I W. �: I - 1111■■■■■1■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1110oppopopp- it■■■■■E 1 ■■■■■/�I [©� 1■■00■■EMI■ 1■ ■■Mr . . , : !! 1!, ■�� 1�-! ■I E. , I � ■■■■■■■■■1■■■■O■■■■DI■ O ■■■N■EO■■■OE■/1 ■■■■■■l1• ■■■■m [on 1111■ ■ I ■ 11 _ _ It ■. Ik1111 I I -I 1111 ■ 1111■■ 1111■■ wD _ M . . !� 1111■■ �!■■ 11111111 1111■ �. 1111■■`/ [o�- - - �. - [©m • HIRIMMEMN 1111 ■ !!. , !■ 1111■■ 1111■■ ��■■ 1111 ■■ ■ � !� !■15/■■1 [oz 1111■ 10 ' NMI ■■■ 1loll _ — ■■■■1111 ■I�.g i_g_ /■ -: I ■■ WIN 1111 ■■■■ bl ■ 1 • �i R _ 1111 1111■■ 1■■D�--L ■1111 ■■afi /�t NMI ■■■■ !!!! , , 1111 " i■■■■■■■■■ 1111■In - "1� _ r� = ■E■■■N ■■0011■■ ITT"j- . Nei ■■�� ■■igEiaizogs 9O ��I■ }!!'/S■��■■■■■■ 111MMM .1111 . Ik l'- Ig ■■■�- ■■■■ „ , . • 1111-10. 1111■ � . - IMMMMMOMMENO■ �E _ /i�■■■I 1111■ ,1 ■1111■ ■■ 1■ r ■■■■■■■■■� �� ■■■■E �1 , ��1■��■■■■I . . 1: •► . • MESON ■■■■■� q _I ■■M, � 11■■ ■■ ■ . � ■■ ■ ■■■■ME■E ■■■■�' i■■■■■■I1111■■■ ■■■ ��wi .MI ■ � � �- 11 , ■ ■rr� I � NIEMEN � _ • / : , ■■■L�■■t■ ■■■■ ■ ■1111■■■■0� - ■■■0■ . . - ■■■■■■■F9 =� .I ,� ■: ,■�I�1 �� NEW 11,E 0 I ■i - ,�■�■i ifff ■1■■■■■ 1111 f�0 �; �' ■■■■■■■�■■■■■■■, ; : ■■M■■■.1■■IN' ■■■■■I ■■■■■■■ a Rq_ �I _! .� :� E� • 1 �_ - I 1111■■ !�_ !�� ■� 1■■■■■■■■■�!0`ili d ■■■E■■■mEO■■■■■■1 a®■■■■■■■�''� ■■��■I ' ' - ■■■■■1111 ; � E��� � [loom 110E r I ■��!�■■ ■ ■■Vi 1■■■■■■w■��■ ■■ME■NEN 2 ■■N■■�\■■■■■��” . . ■E■■E■■E� Iti. ! � - i11■_ 11■■I■■ ■■■■■/1■■■ _ ���_ 1111■■.. •-- 1111■1■■■■����� � E • „ I!1■■ 1111■■ ■■■�■�t 1111■■■■■ ■■I . . - ■■■■■■■ rr_ , _�••■ ■ ��■■Ii■■■11■■■■■■1■■■■1� 1� • 1 MEN R". 1111 ■■■■ 110■��— ■■■■■■■ M NOW - , , ED■■ IM■■■■■1■O■■E_7 �1 : RGH ■■■■E■t ' ■■■■■■■■■l� k�11 i 1111■I - . !��■■■■ ■ , , .:. ■ S�■ ■�� �■■ I I �isr eec1;� INOMM■■1■ win _ •A 11 = ■■��� -! � ■/'"' ■ - a . - • - .. 1111■ _ •i � � 1111■I ■11■■� ■■■ Ho I !�■I■■■I _ I■ 11■■ ■ _ -11 ._ r �a MEMO _ a � `� ■E■1 - - _ - = - - • ■� i--:i� ' 1 �I !■ ■ ■ 1111■■ 3W Ow 1111■ 1111 ■■■rpd ��`�/ 013 i 1111■ I . , W ■• ■ ■ ONION M1 ■ ■■■ ■■■ ■■� ri _� _ _ -� ■1111 1 1111■■■■■■AI ■ j Clio ME _ . IN EEri j ■ ■ ■I i EI ■/ 1111■■■■i■■■■ - , . ■■■■■■D/JGi■ ■■1 11 ■ ■� �� 1111■OI - : - - - - . . - ■■■■■11111 M , �� .!� � . ; k11■■■■ y ! i�1 = 1111 I �I� I E� /■■■ SOI■■■■■■�E "'1 f ; ■■■■■� 0■■■■■■■F�iil\1■■■■�/!�` ■■��01 - ■■■■■1111 pIA :� �G� R: - _ �t■■■■ . r 01 —!�_. ■� 1111■ r■1■■■11■�1■■ E_ � �..11■■■■■■■ 1111■■■11 ■11���-- mom ■1100■■■■91 1 9i 1 KIMONO 11■ ■� ■� MENEM ■■1■■■■■�I_ ■ 1= �1 � P-40MM■RNE . SONDES �— ■■■E■ MEN■IN■■ki�l� •3 /olI■ •�..a�_ 1111■ MEMNO■■ •• � - R■ ■ ■■1■M■■■ 11 ■ 1 a� Filo■ ■M■■ 1■■MEMOMENI i r - .-- ■ MEMO I■■■■■■■■ ■ ■■1■■■■■E 1 • �! - .9I. 1 fir: ■ ■MPS ■■■■■■■■■■■■■■■■■ I . : ,/ !�!�!■■■■■ ■■ ■EEE■■■■■■■■■■■■it■■■■■■■ ■■■■■1■ . - ; ■�� ■ 1111 ■ ■ IEE ■ a � ,�• ■■M■■■I ■ ■ • • _ ■■ ■■■■■■■ ■■■■■■1111 1111■ 1111■ I . - : . - . r ; - - - • ■ 1111 ■ ■ 11111 ■ ■ ■ ,i__r ■■ ■■■■■■■ ■■■■■■■■ ■■■ ■■■ I : - - ■E■■■■■ ■E■■E■■■ ■■■a i r f MEMO ■■■■MI■■■EMO■■ ■■■■1■■■■ ■■ ■■■■■■E!R!! r13100000moommINNEIN■■■■■■■ ■■■■■■■■ ■■N_,; SEEN ■■■■■1■■■■■■■■ ■■OM1■■E■ ■■■ ■■ ■■■MMM■ ■■■■■■■■■■ ■■■ MomOpp tD momUsOwl � 200 M1 110 ru 'MOW, AAMW / V • . • NEW� / K&AILIVE