Loading...
2007-741 I (Plans) PLANS FOR THE CONSTRUCTION OF RANCHO SANTA FE ROAD SEWER MAIN EXTENSION IN THE CITY OF ENCINITAS Q CITY OF ENCINITAS WORK TO BE DONE GENERAL NOTES SEWER NOTES THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE 1. A NO FEE PERMIT SHALL BE OBTAINED FROM THE CITY OF ENCINITAS ENGINEERING DEPARTMENT PLANS AND STANDARD DRAWINGS: FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, SAN DIEGO STANDARD S11 2. THE STRUCTURAL SECTION SHALL BE AS SHOWN ON THESE PLANS. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS • . CONSTRUCTION, ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE, THE SAN ¢ STANDARD SPECIFICATIONS 3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL DIEGO REGIONAL STANDARD DRAWINGS AND THE FOLLOWING SPECIAL PROVISIONS. LEUCADIA 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION OF ANY CONSTRUCTION OUTSIDE THE PROJECT BOUNDARY. i.. p 2. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE SHOWN. `F:: B L VD. z (2000 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE 3. PIPE AND BEDDING CONDITIONS. i ' r q Pq CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR o tip y�y (1996 EDITION). KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE (A) ALL PIPE SHALL HAVE 4 INCH MINIMUM OF 3/4 INCH CRUSHED ROCK BENEATH rn w 0 3. STATE OF.CALIFORNIA STANDARD SPECIFICATIONS -JULY 1992. PLANS. HOWEVER, THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES PIPE, UNLESS NOTED OTHERWISE. 4 <n p o P 4. SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS. • %`:,. TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY WHICH IS NOT OF RECORD ;: 9 Q 5. CITY OF ENCINITAS STANDARD DRAWINGS. OR NOT SHOWN ON THESE PLANS. (B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12 INCHES MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE ' 5. THE LOCATION AND ELEVATION OF IMPROVEMENTS TO BE JOINED BY WORK PROPOSED HEREON FREE- DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER. '1:s:. S21 STANDARD DRAWINGS SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. THE n CI LV (C) P. V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OE PIPE TO 12 INCHES S9 F3�O Ns 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -JULY 2000. (OR LATEST EDITION) CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE ALL EXISTING UNDERGROUND B 2. STATE OF CALIFORNIA STANDARD PLANS -JULY 1992. FACILITIES PRIOR TO THE START OF ANY WORK WHICH CROSS NEW STORM DRAIN PIPE MINIMUM ABOVE THE PIPE SHALL BE 3/4" CRUSHED ROCK. A.B.S. SOLID WALL PROJE 3. SAN DIEGUITO WATER DISTRICT STANDARD PLANS. PROPOSED BY THIS PROJECT,. SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS PIPE.MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR GREATER. . . LOCATION 4. CARDIFF SANITATION STANDARD DRAWINGS. TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. i 4. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE LATERALS F SYMBOL 6. A. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR rc ENCINITAS n2i DESCRIPTION ST) DWG STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH PRESSURE TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE INSPECTOR. COMPANY REPRESENTATIVES. �Gp EXIST CABLE TELEV LINE CTV 5. THE CONSTRUCTION OF PCC SEWER M.H. PER SDRSD NO. SM -2 POURED IN PLACE M.H. Q EXIST WATER LINE W BASES SHALL BE MONOLITHIC POUR FINISHED COMPLETE AT TIME OF POUR. PRECAST SANTA FE DR. S q C - - NOTICE: ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE qI EXIST SEWER LINE S LLE MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8 -INCH COI SYSTEMS WITH UNDERGROUND INSTALLATIONS'. FOR LOCATION OF ELECTRICAL "i �T y0 EXIST ELECTRICAL E CABLES AND GAS PIPING AND APPURTENANCES CONTACT THE INSPECTOR'S APPROVAL. r '' U .v., � RO q F` EXIST TELEPHONE T SAN DIEGO GAS & ELECTRIC COMPANY. '' 6. THE CONSTRUCTION OF 4 INCH SEWER LATERAL SHALL BE PER SDRSD N0.'5 -13 ••:;!,�.+ �n EXIST GAS MAIN G TELEPHONE: (800) 422 -4133 AND S -14. LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. C`o °z J EXIST STORM DRAIN =SD= _ ¢ S9 EXIST CONTOURS 195 B. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING WORK 7. THE CONSTRUCTION OF CONCRETE ANCHOR WALL SHALL BE PER SDRSD NO. S -10, TYPE A. 7. ¢ w NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. BIRMINGHAM p o �K EXIST RIGHT -OF -WAY LINE TELEPHONE: (619) 546 -3606 B. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIMUM COVER. DRIVE w G j��' PROPOSED RIGHT -OF -WAY LINE C. THE CONTRACTOR SHALL NOTIFY THE SAN DIEGUITO WATER DISTRICT PRIOR TO STARTING WORK 9. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE p PROPOSED CONTOURS 60 NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES. SHOWN ON ORIGINAL ''AS BUILT' PLANS, PRIOR TO ACCEPTANCE OF WORK. GRADED SLOPES NOTICE: FOR THE LOCATION OF WATER DISTRICT FACILITIES WITHIN 10. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT Z 5 �� THE PROJECT AREA TELEPHONE: (760) 633 -2709. ENGINEER IN WRITING PRIOR TO ACCEPTANCE OF WORK. 65.52 TC D. THE CONTRACTOR SHALL NOTIFY COX CABLE TELEVISION COMPANY PRIOR TO STARTING WORK PROPOSED SPOT ELEVATIONS 11. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. �P� P - LOT LINE NEAR COMPANY FACILITIES AND SHALL COORDINATE WITH COMPANY REPRESENTATIVES, 12. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS DIVISIONS 48 NOTICE: FOR LOCATION OF CABLES AND APPURTENANCES HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF SAN REMOVE AND REPLACE PAVEMENT CONTACT COX CABLE TELEVISION COMPANY. PROJECT. PHONE NO. (760) 633 -2770. EUJO TELEPHONE: (800) 422 -4133 13. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY'S ENGINEERING SERVICES LAG00 FUTURE VEGETATED SWALE 7. CONTRACTOR SHALL RELOCATE ALL INTERFERING TRAFFIC SIGNS AS DIRECTED BY THE CITY DEPARTMENT FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHT -OF -WAY. pr<kt- " S21 FUTURE GRAVEL SWALE INSPECTOR. 14. "AS BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TOOANAL ACCEPTANCE OF WORK. 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC 15. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY WORKS CONSTRUCTION (2000 EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MA Y BE REQUIRED TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO DEDICATE ADDITIONAL EASEMENTS TO MAINTAIN THE PUBLIC SEWERS. VI M AP REGIONAL STANDARDS COMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (MARCH 2000 EDITION), CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS (JULY 1992 EDITION),AND 16. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF 1 THE SPECIAL PROVISIONS FOR THIS PROJECT. YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE NO SCALE DISPLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE 1 YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE OWNER, EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT. 17. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATION, THE APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS. CONSTRUCTION . 18. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO THE SYSTEM. AS- ZU I i. r 19. NEW SEWER MAINS LESS THAN 3 INCHES IN DIAMETER SHALL BE INSPECTED CLOSED ITEM NO. DESCRIPTION STD. DWG. UNIT QUANTITY U IFCA�I O ' CIRCU TELEVISION AFTER COMPLETION GRADING OF TRENCHING BACKFILL AND FINISHED GRADING BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT TRENCH RESURFACING. CONTRACTOR SHALL PROVIDE FOR TELEVISION INSPECTION. (SEC. 306 - 1.4.8). O CONSTRUCT M.H. SDRSD SM -2 EA. 2 - golbegT SUKUP ° Q2 CONSTRUCT 8" SDR35 PVC PIPE SDRSD S -4, TYPE "B" LF. 321 �� �1 O3 CONSTRUCT 4" LATERAL SDRSD S -13, S -14 EA. 4 04 ®, R &R PAVEMENT TRENCH RESURFACING CITY OF D DWI ITAS S.F. 400 ABBREVIATIONS SHEET INDEX PREPAR FOR Q5 R &R SIGN OR SHORE UP EA. 1 4" PRIVATE LATERAL SDRSD S - 13, S - 14 LF. 160 AC = ASPHALT CONCRETE BCR = BEGIN CURB RETURN SHEET 1 TITLE SHEET RANCH VIEW BAPTIST CHURCH © PVMT = PAVEMENT ECR = END CURB RETURN SHEET 2 - SEWER PLAN & PROFILE 416 RANCHO SANTA FE ROAD 7Q PRIVATE CLEAN OUTS EA. 6 r PCC = PORTLAND CEMENT CONCRETE (72.89) = EXISTING ELEVATION ENCINITAS, CA 92024 z LIP = GUTTER UP PCR = POINT OF REVERSED CURVE Q X -GTR = CROSS GUTTER (R) = RADIAL BEARING APN 265- 331 -25 EP = EDGE OF PAVEMENT VERT. = VERTICAL TC = TOP OF CURB HORIZ. = HORIZONTAL NV = PIPE I PREPARED BY INVERT SDRSD = STANDARD DRAWINGS /y,E O �Q� S�y 0 TB = TOP OF BERM EXIST. = EXISTING BC = BEGIN CURB REQD. = REQUIRED h EC = END CURVE PVC = POLYVINYL CHLORIDE PIPE THE SEA BRIGHT COMPANY �, �.. SEWER LATERAL TABLE _ CARL SBAD CA 92008 No.0O283 IN SEA BRIGHT PLACE w FH = FIRE HYDRANT PP = POWER POLE R/W = RIGHT OF WAY CMP = CORRUGATED METAL PIPE CARL, STATION OF ATMAN LE DR TO LATERA A G D U T M BA OF AIIN ELEV. SLOPE% ELEV. BELOW ELEV. MHRMVAL, ER REMARKS VALVE ST LT = STREET LIGHT CAB = CRUSHED AGGREGATE BASE (760) 720 -0098 Exa•3�3I�� Q LATERAL I.E. LATERAL AT PL AT PL PL FT. ELEV. REQD m ARHM = ASPHALT RUBBERIZED HOT MIX all LATERAL CIVIL F�Q� AT MAIN I.E. PL TO I.E. OF CA 131 29 55 112 8' 1.2 133:0 2.00 13 %.0 6.0 140 149.5 YES Q W 12 +45 138.16 9.5' 1.2 142.5 33% 145.5 3.0 174 149.5 NO N Underground Service Alert OLIVENH M. W. D. ENCINITAS FIRE DEPARTMENT PLANNING DEPARTMENT PARKS AND RECREATION 12 +41 136.47 6' 1.2 143.0.. 42% 148.0 5.0 158 149.5 NO W 12 +37 138.77 8' 1.2 143.5 447 148.5 5.0 157 149.5 NO = r "" 90P REVIEWED BY: REVIEWED BY: REVIEWED BY: REVIEWED Y: CAiI TOIL FM � ����,� 1 - 800 422 - 4133 (. �D� Ao* �0�'"'"¢� /I?+� Q$ // .b O // Off' W DM = DATE: DATE: DATE: DATE: Q Z REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. cn I -130 L q "t'� DESCRIPTION 2.5 CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED - APPRO PUBLIC IMPROVEMENT PLANS FOR: IY BRASS DISC STATION ENC -20 HORIZONTAL N/A 741 -I W � RANCH VIEW BAPTIST CHURCH W LOCATION: SW CORNER OF F.H. CONC. PAD DATE 09 -29 -08 BY ROBERT 0. SUKUP 416 RANCHO SANTA FE ROAD E SIDE OF RANCHO SANTA FE ROAD. VERTICAL N/A R.C.E. NO. 28302 . ENGINEER NAt� BY ` PETER CGTA- ROBLES PUBLIC SEWER MAIN EXTENSION c� 100' EL CAMINO DEL NORTE ENGINEER ATION: 120.564 DATUM: NAVD 88 EXP. 03-31 =10 pp 1 1 / 24 f O p DATE -�! S WORK PROJECT NO. 06 - 030 W Z SHEET 1 OF 2 1510 \GP - IMP- 09 -29 -08 I �mm =0 CCCCC C - C mm== = = v =C==C — == C = = ..CC CCC C - C CC CCCC== C= = = = === -- - - - - - -I �� �� — CB C— — -��� -� C - - - - -� -- - - - - - C GC'CGGC CGGCCC-�� ---.....G C-C �■■--��� -�-� � �i��■-��a-� ������-C"� - GC GCGGGi■i GGGGGGa GGCCC GC�CCG GCG - -- - m.■- -m � -- -- -�C GCGCGC 'MM mmmmmm --- - C■.CC mm- C mmmmo . CC C� �"- ���- -■� -- mmm-- -- --- - �� C -1 -- - ----- -- -- - - -� ...G...-■3 So C..■ -C C " - M- IMESIMi'�M " C CC CC- CCC "'CC. "'CCi •' C CCCCCC CCCC CCC CCCCCCCC CCCCCCCs ===MOM � - -- - --� m ----- 11111 - ■ ■- - - - -- GCS- - - - - -C -- C--- -� 11111111111110 �- E • _ - �GC-- �� - -�_ �--- -����� G o - � �� �'C ° - � """" ---- 1>■ "' CCoCCCCC CCCm mm o CCCCCCCC. CCCCC=CCM CCCCCCCCC CCCCCCCCC ..CCCCCC CCCCCCCC CC -C ----- =�■ ■ . - mm ---- -- rim -� �� -- -��s = =s m =� MMMMw ----- ----- ME m ----- -- -- -- -o - --- -��� - -- -- ---- -- - --- -�� -C "G9� - -- - - - -��-�� -�C �- C- �I.�GC - CI. -�C� -G .■�� -moo_■ � �,�.. - • �• - - - -- ��CC� -- ���� -�� -- - - - - -p --- - - - - -� ��� - - -�� C �__�. CC "CC CC . 1. iiEC�■' CCCCCCI.� CCCCCCCC�' m mmmC mm - - CCC ��C i G� rte -- mm - - - -- - ----m -- ---- -� = = = = = = =I C ===OE -GG� C �CCGCCG Cm- G �G. .�� ..� --�� SEE �E- -- --- - - - - -- - .: --- ®- ---- ----� �-- • • -sue m. ��- -----s -------��mmm�� -- --- -- • - -- -- =e =- = = =C-- -- - - - - -� -���- C C =- = = = = -M - - Cm-CC CCCCCCCC - -mm- -m -m-m�G -E -m. - -3�- -- C- ; - -� �� -so�G - ���� CCCCCCCCC ■- ■CCCCCC C m om= == �■ �� mmmm m -- ---- -- ---- C C = = =-- -= E mmmm Me � MM M mm�CGG E � = a -� m = =— = = — � -• =I - --s-- - - - ---- G= 1>01>■�MM wim � C��� -Cm --- --1�-C --- ��- -�� �- - - - - -- -- mmm --m■ m---mm mmmmm -. m-m-Gm ---- ---- -- 0 n —■ �M= mm� m - - ® — --- - - - - -- 11 - -0m- -m � — �MMMM --M = = = — =�M== -- - - - - -- -- ---- -� - - - - - -G • - -- --- - - - -C. --� - --- - - - - -- =� =- ��� -�-e�� 1>■mCI>■m =1>■�'i i� -mmm --- -- -- - - -- -- - - - - -- --- -- -- ----- -- — CC■Ms= ■�C - -- --- -m ■■-- -mm� -� C --mCvC� -��-m ��E��C �E-mmm--m - mmmmm - -C - -- ------ - - - -m OM = = = -- =� MM mmmm--- MM-M-s �'�'���� a - ' , E� '- ��--�� - '�����-'■ i � mmmm mmmmm - - =m �o CCCCCCCCC CCCCCCCCC CCCCCC�� -CCCC - CG ='' CCCCCCom CC CCCC - --m - -- M� --�i■- -- - - -G -- - ---- -- --- - - - - -C 1... —� - -----_ �m-m-� - = = =m- -- �—mmI>•���� MC------■■ 1>•m ■■--m mm ��-■■�� �� -------- �C---- -MM-MM -- ---- -- --���-��■�■ "'CCCCC e� —� -- MN =EmM — -- -- - - -- ----���— - -m—m —m --- ---- -- mmmmm mmil ---- ---M ==OEM= -----�—�� - ------ -- - - - - -- —m— C m� -�- " " " ' ■ - C CCCCCCC CCC " "CC "'CC.. CCC CCCCCCCCsCCC C CCCCC' -C CCCCCCC- CCCCCCCC CCCCC'�CCC EMEMMEM �- •� C mm-am C-- - - - - -- - ----- �� - - -- • � � � ® � �— ����-- �� - -�! — - - - - -� WSW -- -- -�v - -� ��E6 � -mCmm "G'RGG'.:C C " -- "GGG C���G�� -� .1MMM CCCCCCCCC - ��'�GG= CGGGGGGGC CCCCCC CC�CGCGC CCCCCCC= �1 'iG \ C'GCCC -�- ■.- - ��C C - GGCGGGG� CCCCCCCCC CCCCCCCCC CCCC■ CC■ Gis u mmm mm ;sm m --m m- -o --■ ■G= - --m -- - m ---C■ C G • \ -� -�- ■■= MM— M � ��� -_ - -- - - - - _ -- - -- 1 - - �C �G CeM -- -MM■ - - - N_ -- - -- M mmm� —� —�� 0- �� -- ����■■��_ �� ���5�`�����r77,f/T����� — — - -��� • - -- -- ----- - --� -1�MOOM 111. ��11■ 1111- • 11111- 11111 -� •• • - - - - - -� - - �.--- �Gm -����� e. -- -CCCC =- - = = = -- .IS- ���G�C .■M mm q-mmmmmmmm a= m =0� - ■■- m- s -� - -�� ���■. -G -- --- o - - - -- -- - ----- -- --- - -G� -. - - - - -.G -C -��- . -- ■■G� - .. ■.� o- -G C CC� ��- -.C.- "" CCCC CCC. mmmm CCCC G M IN K 4 Cis CC � 1>!1>0— - .s ---- - -C---- ■� ; -- --- --J - -- -CCC ■C --m� mm II�i-��C■. �C■�■- - C -- �■■��= GGCm� - - -CG - C�-��C ��■■ -�� CG��� �G C�CCGG CCCC - -::� CC C �� -CCC- �G. -.■ m C�CCGGC� CCC- • - ■■�GGGG ' . �CCCCm CG oGOEM I -- -- -- - - --■■ m m .1 �ij!•LIl —! •�� -- ��� —� —�� -- �C— �� —��_ �� --- mm■■—_� — — C� —� —�� — — EM=== — EUM MM -- ��■, - OEM 1111111111110 --- --T■�■ 1mm -�� `'� �m - _� mm�C��� C� mm-m-mmmme�r� � EM = == -- -- C--- -- = =OEM - m- m-m- -m '� �. mmmm -- m 'mmom- GGCCCC'.G GGC:�y =� �GGG . mmmmmmm -m1■ = MMMMMMMM = == =OEM- -� .1 ■ mmmm -mm- -- 1- ---- -m 1MM mmm 'CC C. �..�- ��� - -�� �� - ���- ���- -��CGG CCC "CCC -� CCC CCCCCCCCCMMCCC Ca�CCC o CCCCC CCC CC C -� CCC�GCCC C MM 111111111111111111021 -� �� -���■■- ----- - -- �-��u■1>■--� =C� - -- -- - -MM =- - - MM ---- -- - m- m-mm� -- -mmmm --- - - - C .C— I>•1�� —w — � Il■1> ■----- - - - --� -- - - - -C --GG�-�� -� ---- - - - -C - -- C -- - - - - -- - -� - -p � C .■---- _�- ��� - - - -■■ - ----- - -� --• ��� —� ==- - - -••— -- mmm--- — —� —�— —� ■■ -- -����� -- -� —��� �.� —� - -�— — ��� —� —�i - --mom - - - - - -- - -- -\� — —� - -. — ��� - -- --• -� "CC C. �C::C CCCCCCCC - -CCCC C CCC C CCC ��CC� " -m - ��C CCCCCCC CCCCCCCC CCCCCC CCc�C - -CCCCCCC CCCCCCCCC' C� - C mmm - -- --� m �- ---- - - -- ---- -------- �� -m -- 11111 iiiiiiiiii —� —�� I1•- 1�� - -- -- 1>.■■��aCG ��— Cm 11■EEl>■G���� —��m — CCCC - - -C -- --� - -- - -��� - - - - -� - -- e e e e - -- -- -- C■ - - - ■ ■- -- mm -- -- ������ - C' -CG' mC-■,m■■ mm Q 11.-m- - mm�� - -- - - -■�■ - -- -- - -■w -� -- --- -- ■ - -"GG C- C- MMEPA CC- CCCCC CCCC ' I ECCCC C = � �'�� � C° - - - _C C_CC_�:� - � �G � � � '7 CCC- OEM ------ --- - - - ■ ■— — . ' �C — --- ° — ---- �■■ v ��—� --■■— — Ci i Li�■J' saii��i�l�r 1 G mmmm -- -- -- --- — - -- - - -- -- mm1_CC -- r - - m m —�■■ —��� — =l>■1>■MMMM CGCCSm -- ----GM " -- -mGGC� - - - - -� , — . mm m--�- ������- --mmm-- MM OMMM --mm �mmmm - -�- - m1.mm-m m ��-m�- - ommmo�C - ��� ����� �-mmm. - ------ - _--- -- - ---- -- -- ���--G -- mm— 1>■ mm- -��- o- m�����o = = -C -- = = = - -- - m 1>■1>■1> ■ -� -- - - ---- - C-G ---- - --- -G� -- - -- - -m =��mmm - -m - MMMMM- m- -Cmm -C -- MM MMG =-- -- -- md= =MMMM -M-M�C -- ®■■mm mmmmmm - -C mmmmmmmm — ■■C-mm " " "' 'CCC -CCC CCC'eCCCC CCCCCCC CCCCC' -mC CCCCmCCCC CC -CCCCC CCCCCCCCC CCCCCCCC ■ ■CCCCCC ---' CC ■■CCCC CCCCCCC CCCCCCCCC CCCCCCC -C CCCC o ��-- �G..e�� ��o - - -� �- - - -�G • Ham■ / a /• • f 5• 6 i / • O ■:: u • • III r� : � I • - / • � ,� iii / • INA • FAR.'"M 1 • -- •• • • • •' 7 _ I 1 as I a -.• ■ IL M •