The URL can be used to link to this page

Home My WebLink AboutW_5215_SBAl<ER :::r:: I§ u ...,: eE <Cw -""-l------/1--~•:':'.o•::::"s=-----~•Yf..:::._~-+--;;; ORANGE m COAST CITY OF COSTA MESA COliEGE z ~ 1---ORANGE CO. C) :;; z ~ I f-~ s ; :::r:: LL >-f-u VICTORIA 191H ST. -INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND ---0-POWER POLE 0 MANHOLE tr FIRE HYDRANT D METER BOX -..0 --VALVF. PO~tR POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE Ow SHRUBBERY ..'LL LL!. ..ill .LLL. ASPHALT PAVF.MENT ' =¢¢ ~-,·, BRICKWALK _J CONCRETE :;; a 1rrrrrr/rr/ BUILDING CJ PARKING METER Ii□ ~-STREET LIGHT AND PULL BOX ;., PALM TREE " EXISTING CONSTRUCTION ----PROPERTY LINE NEW CONSTRUCTION -i;_~ CENTERLINE --s--SEWER LINE -'II•--WATER LINE -G---·· GAS LINE --C--POWER LINE -T--TIELEPH ONE LINE -CPTV-CABLEVISION LINE -SP· --SPRINKLER SYSTIEM -SD--, STORM DRAIN -S~ LT-· STREET LIGHT Unci@rground S0n1ic® Al®rt Call: TOLL FREE 1=800 422=.c1,13l3l TWO WORKING DAYS BEFORE YOU DIG FAIRGROUNDS AISBREVIA TIOb\!18 ACP AVF. BC BOT CATV CB CIP (t DEPT DIP E oc ELEC EC ECR EM EX FE FL G GM GB INT INV LT MH ASBESTOS CEMENT PIPE AVF.NUE BEGIN CURVE BOTTOM CABLE TIELEVISION CATCH BASIN CAST IRON PIPE CENTIERLINE DEPARTMENT DUCTILE IRON PIPE ELECTRIC END CURVE END CURB RETURN ELECTRICAL METIER EXISTING FLANGE END FLOWLINE GAS GAS METER GRADE BREAK INTERSECTION INVF.RT ELEVATION LIEFT OF CENTERLINE MANHOLE ST MJ PCC PROP RCS RCP RT s sco SCE SD SDMH SMH ST STA STD Q CITY OF IRVINE U.C.I. RO ITY <fl ORAGE ~ YARD & _, RESER. ~ RD. 8; MECHANICAL JOINT PDINT OF COMPOUND CURVATURE PROPOSED REINFORCED CONCRETE BOX REINFORCED CONCRETE PIPE RIGHT OF CENTIERLINE SEIVER SEWER CLIEANOUT SOUTHERN CALIFORNIA EDISON STORM DRAIN STORM DRAIN MANHOLE SEWER MANHOLE STREET ST LT ST STA WATER LINE STATION STANDARD DRAV~NG STREET LIGHT STREET STATION TIELEPHONE T or TIEL VCP VILV w ~l,1 VITRIFIED CLAY PIPE VALVF. WATER WATER METER \ NEWPOR BAY SITE 0 (VIA LIDO) 0 31ST LIDO ISLE PROJECT LOCA ilON l\1AP NOT TO SCA!.£ EMERGENCY TELEPHONE NUMBERS AGENCY I SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TIELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT) COUNTY SANITATION DISTRICTS OF ORANGE COUNTY COMCAST CABLEVISION UNDERGROUND SERVICE ALERT NUMBERS DAY 634-3028 835-5200 259-445B 644-3011 962-2411 542-6222 1-800-422-4133 EVENING 634-3129 1-800-325-0477 611 644-3717 962-2411 542-3975 EWPo I G g \ = ~ -- ~ ---I UTILITIES DEPARTMENT 'w7~~ l~[D)(Q) W ~ LJ[E~ M~~lM ~[E~l~t[EM[ElMLJ ~~(Q)J[EtLJ 0 0 C=3062 APPROVED: (ACTING) REMOVF. INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING VALVES, BENDS, TEES, CROSSES AND THRUST BLOCKS REMOVE AND REPLACE EXISTING CURB AND GUTTIER TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L TO ACCOMODATE THE PROPOSED IMPROl/f.MENTS DATE: R.C.E. No. 46214 INSTALL B" RESILENT WEDGE GAIT VALVF. (FE x FE) PER CITY OF NEWPORT BEACH STD-508-L INSTALL 6" RESILENT WEDGE GATE VALVE (FE x MJ) PER CITY OF NEWPORT BEACH STID-508-L INSTALL \\'ET BARREUL FIRE HYDRANT 111TH JONES J-3765 HYDRANT SHEET INDEX DESCRIPTION TITILE SHEET 2 WATER MAIN PLAN AND PROFILE REMOVF. AND REPLACE EXISTING SIDEWALK TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH STD-180-L. TO ACCOMODATE THE PROPOSED IMPROVF.MENTS, CONTRACTOR TO MATCH EXISTING MATERIAL IN TEXTURE AND COLOR. PER CITY OF NEWPORT BEACH STD-500-L \'ilTH 6" RESILIENT WEDGE GATE VALVE FROM STA 10+00.00 TO ST STA 17+03.83 0 0 0 0 0 0 0 ® 0 ® ® 0 @ 0 ® 0 REMOVF. AND REPLACE EXISTING CONCRETE GUTTER TO THE NEAREST JOINT PER CITY OF NEV,PORT BEACH ST0-180-L. TO ACCOMODA TE THE PROPOSED IMPROVF.MENTS, CONTRACTOR TO MATCH EXISTING MATERIAL IN TEXTURE AND COLOR. REMOVF. AND REPLACE EXISTING CONCRETE DRIVF.WAY PER CITY OF NEWPORT BEACH ST0-166-L ABANDON EXISTING VALVF. IN PLACE, REMOVE EXISTING COVF.R AND RISER AND RETURN TO THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT REMOVF. AND SALVAGE EXISTING FIRE HYDRANT AND RETURN TO THE CITY OF NEWPORT BEACH UTILJTIES DEPARTMENT CUT AND PLUG EXISTING 12" CIP ~1TH 2-SACK CEMENT AT OPENING REMOVE EXISTING 12" GATE VALVF. AND CONCRETE VAULT ABANDON EXISTING \'IA TER MAIN IN PLACE INSTALL 12" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH sm-105-L AND STD-106-L INSTALL 6" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L INSTALL 12" DIP 90' BEND (MJ x MJ) INSTALL 12" DIP 45' BEND (MJ x MJ) INSTALL 12" DIP 22.5' BEND (MJ x MJ) INSTALL 6" DIP 45' BEND (MJ x MJ) INSTALL 12" DIP 11.25' BEND (MJ X MJ) NOT USED INSTALL 12" BUTTIERFLY VALVF. (FE x MJ) PER CITY OF NE~PORT BEACH STD-50B-L AND ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L -C. BASIS OF BEARINGS: BENCHMARK: INSTALL 12" x 12" DIP TIEE (FE x FE) INSTALL 12" x B" DIP TEE (MJ x FE) INSTALL 12" x 6" DIP TEE (FE x FE) INSTALL 12" x 6" DIP TIEE (MJ x FE) INSTALL 12" x 8" DIP TEE (FE x FE) INSTAUL 12" DIP ADAPTER (FE x MJ) INSTALL 6" TRANSITION COUPLJNG (PVC x AC ROUGH BARREL) INSTALL 8" FLANGED COUPLING (PVC x ACP) TO JOIN EX WATIER MAIN CONNECT NEW 4" \'IA TER LINE TO EX FIRE SERVICE INSTALL 12" x 6" ECCENTRIC REDUCER (FE x FE) INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STID-510-L INSTALL 12" x 4" DIP TEE (FE x MJ) INSTALL 8" DI 90' BEND (MJ x MJ) INSTALL 8" C-900, SOR-14 WATER MAIN, BACKFILL, BEDDING, AND TRENCH RESURFACING PER CITY OF NEI\PORT BEACH STD-105-L AND STD-106-L INSTALL 6" DI 22.5' BEND (MJ x MJ) INSTALL 12" TRANSITION COUPLING (PVC x DIP) INSTALL 12' TRANSITION COUPLING (PVC x ACP ROUGH BARREL) INSTALL 12" TRANSITION COUPLING (PVC x CIP) INSTALL 8" TRANSITION COUPLING (PVC x ACP ROUGH BARREL) INSTALL 6" TRANSITION COUPLING (PVC x CIP) REMOVF. EXISTING WATER METER BOX AND INTERFERING PIPE. WATER METER SHALL BE REMOl/f.D BY CITY FORCES INSTALL 1" WATIER SERVICE PER CITY OF NEWPORT BEACH STD-502-L INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD-503-L THE BEARINGS SHOWN ON THESE PLANS ARE BASED ON THE CENTER-OCBM NB3 17 77 ELEV 22.212 ADJUSTED 1976 LINE OF VIA VIDO, BEING N 61'01'00" W • 4 5 WATER MAIN PLAN AND PROFILE FROM STA 17+03.03 TO STA 23+48.45 WATER MAIN DETAILS WATER MAIN DETAILS REMOVF. INTIERFERING PORTIONS OF EXISTING SEWER MAIN INSTAUL 8' SOR 35 PVC SEV,ER MAIN, BACKFIUL, BEDDING AND TRENCH RESURFACING PER CITYOF NEWPORT BEACH STD-105-L & STD-106-L CONNECT TO EXISTING SEWER MAIN l'llTH 8" CAULDER COUPLING l'llTHSTAINLESS STIEEL HARDWARE NEAR THE SOUTI-IEAST CORNER OF lHE BRIDGE, 01/f.R WEST UDO CHANNEL, LEADING ONTO LIDO ISLE, 22.3 FEET SOUTHERLY FROM THE CENTERLINE OF VIA LIDO, 23.0 FEET EASTERLY FROM THE SOUTHEAST CORNER OF THE BRIDGE, TO A SECOND ABUTMENT ~1-IICH IS 6.8 FEET WESTERLY FROM THE EASTERLY END OF THE CONCRETE BANNISTER, 5.3 FEET SOUTHERLY FROM TI-IE CONCRETE BANNISTER, SET ON TOP OF THE SECOND ABUTMENT 9/13/95 HOK & RE\1SE WA lER LINE. REPLACE srnrn LINE Exp. 3·31-97 ,;. DATE BY DESCRIPTION REVISIONS GIENIERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVF.MENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAl~NGS AND THE "STANDARD SPECIFICATIONS FOR PUBLJC WORKS CONSTRUCTION", 1994 EDITION AND SUPPLEMENTS. 2. STATIONING REFERS TO CENTERLINE OF STREET. 3. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Vf.RIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILITIES. 4. CURB DATA REFERS TO FACE OF CURB. 5. ALL EXPOSED CONCRETE SURF ACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 6. WATIER LINE DISTANCES SHOWN IN PROFILE AND IN ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 7. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPT AND THE UTILITIES DEPT 48 HOURS IN ADVANCE OF PERFORMING ANY \\'ORK. THE PUBLIC WORK DEPT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB & GUTTIER SO lHAT THE FORMS CAN BE CHECKED FOR LINE AND GRADE AND COMPARABILJTY ~1TH EXISTING CONSTRUCTION. PUBLIC VIORl<S DEPT CAN BE REACHED AT 644-3311 AND UTILITIES DEPT CAN BE REACHED AT 644-3011. 8. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER lHAN (5) FEET IN DEPTH SHALL BE EFFECTIVF.LY GUARDED BY A SHORING SYSTIEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS GROUND MOVF.MENT MAY BE EXPECTED. 9. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 8 ABOVF. FROM CAL-OSHA. 10. ALL WATER PIPES SHALL BE BEDDED IN ACCORD l'llTH CITY OF NEWPORT BEACH STD-106-L 11. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVF. AN 8 MIL LOOSE POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS. 12. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FlmNGS IN ACCORD \'ilTH CITY OF NEWPORT BEACH ST0-510-L 13. ALL CONCRETE SHALL BE 560-C-3250. 14. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPT 4B HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 15. THE FIRE DEPT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES. 16. ALL FLANGED PIPE JOINTS SHALL BE JDINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL -FACED, CLOTH REINFORCED BUNA-N RUBBER. 17. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN \VA TER MAIN CONSTRUCTION SHALL HAVF. ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL 18. PIPE HARNESS ASSEl1BLIES, VALVF. AND FlmNG RESTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STI\INLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MY BE CARBON STEEL OR DUCTILE IRON ,..)I/HERE APPROPRIATE, BUT MUST BE COATED LIBERALLY \'ilTH CORROSION / PROTECTIVF. MASTIC COMPOUND. 19. BOLTIED CONNECTORS FABRICATIED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATIED LIBERALLY \'ilTH AN APPROVED ANTI-SEIZE COMPOUND. 20. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITIED STATIES OF AMERICA AND SHAUL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTIEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE \'ilTH THE APPROPRIATIE SPECIFICATIONS. 21. ALL MECHANICAL JOINT FlmNGS SHAUL BE RESTRAINED WITH RETAINER GLANDS. & & C-30162 VIA LIDO WATER MAIN REPLACEMENT PROJECT TlllE SHEET CITY OF NEWPORT BEACH W-5215-S SEAL UTILITIES DEPARTMENT SHEET 1 OF 5 ' I ' c ~ " I 0 r 0 ~ n 0 D "' u " ~ 0 "' m ~ ' z a C z ~ m . D a ' ~ " ~ z ,M ~ C ~ 0 "' " ,. c s " I 0 r □ D n 5 0 D "' a c ~ 0 rn ~ ' z 5 C " < W, D . 0 ' jj " f < z !" n p C ~ 0 "' z " i ' I \ , I ' : I ~ = = ' ~ ' = "D \; "' 2 ~ :r "' 0 □ r □ ~ n 0 □ = D ,> a a -n "D m O ci ; ~ Se ~ ~ i5, ~ < z ~ a rn ~ ~ . / ~ § ~ ~ / ~ ;; z a ~ ,M / m ~ ro a r ~ ~ / □ cs· ·-"' "' ,. '-' ~ ;5- G // / 0 JJ ~ z G) z C $ [D m JJ \ ' 0 JJ ~ ~ z G) z C $ [D m JJ 0 JJ ~ z G) z C $ [D m JJ ' ,□ (IJ I z G) z C $ [D m JJ • ' --~--c---1------__ 1--, I I I I ' ' , V y ' r , U Nl',H AND INS A L J87.4 • ' E-X 'INI H R-M ... "' I ---- f\ I \ T• rT I ~r F 2" c.Lg O SD -4 PV~ ') I\. -I ...[ ' • h-1--1-- I --- 0,0 18 • • I/ !111 ) I i I :::i -I.. JU _.. I ; ..... I i _.sa I/ ~ ,'\. ,r-,q.n ,Q ,,._ I I I t---+--+--+--+----!---~--+-----+-----+---+--+--+---+,....-{',o!',~~\f"-'tL7'1-_,+t-H--ki=:::::-I -+-+-+--+--+-t---ll-t-t---b'll-L~71"--..\4/--f+--l--Hl--'<:,,:qfr21"?¾--+-+-+--+--+-t---l-l-t---l-+-+-_J_l---1---1H~~:,~1/'-+-----ll--+-++'(i_.·"~:11-_.., / I - ---'"=----___;~oc'>-j,'' /➔""'''l--++++-"--l' "'w ::-+--tt-+"'-';.q\:f".-l+-"l"+.:--0-f"~"'f-~--+~'+--Hl+-+-+-+--+--+-l-l~t-+--+-+-+-+-++++-+-+-+--+-l---l---ll--!....I -+-+--+----+--+---l---l-l--l----t--l--l----_!..__--l-----l------1-----1----l---+----l----+-I-I--I I I~%"~ N ,,,/ -~ 1J_;;. ~ , i _: -.... y -)y _ -1-... ,:--..,.. ... ---~ r--""') -:,;;. ----,,:. i I r1' 1 ·1 ~ ~ b X.<,>J r /o '' I f-+-+-t---jf-+-+-t-f-+-+-t-{ij-+-+-v!-~1----+-f~l,Jt---j+-+-f+-t----l-t-+-+--l-t-+--+-; :,"?•--1----t+-H+---t--t-t--+---t--t-f-+---t--t---jf--f----t--t-1:-?'t-+-t---j-+--Jl---+-i-i-t-+-+--l-+t-+t--+t--J>--ti-+-+--l\a.,8----f-,-l+--+-+---+-H--+1·4-l++-+---+-l-+-+li-,1 ~+---+--!1)--+-+--+-l-+-+--+-l---+-+--+1 -l---+-+--+-l---+-+--+-l---.J--l--.J.--jl--.J--l--l---jl--.J---l---1---j-.J---l---l--l-+---l---l----1-+---l---l----1-.1--1 I t,, --if-;.,-'< I"--I· •· I ✓,,.,. I -I ~ 1 I l--+--+--t---,l--+--+--tl--l--+--+--t---,'---:-1<--t---+----t++-+----+t---t+t--,-+---t-t-+-+---t-t--+---t-----t-H--+-t+---+-t-+-_J_--+-f--t-+--+--1f-t-+--+--1L---t-+-+--1-+---+-l-__j-++-----I---....L--1-+----+l--+l---1--l----l,---ll--+---+-+-l-l---l-c--1-+-l-----l-----l---+I----:-c-l-l--t--f--t-+-t-Hflcc'l---+--t--1f-+---+-+--1-+---+-+--1-+---+-+--1-+-+-+--1-+---+-l--l-+---l----l--l-+---l----+-l-+---l-----l----+-+---l-----l---+-l-----l-----l---+-1-----l-----l---+-f-1 i I I ! ~ II i-< I* f-t----J--J---jl-t----J--t--jf--j----j--j---j--j----j--f~ow.~1--!'f,i-t-~:z~-t--<'~-¥--1,h+,1 ----i--!-+-t----i--!-+-t----i-t--,;C~__;;,"'m--'-! ----i--!-+-+---i-!-t----+-+-+-t----+-+-+-t----+-+-+-l-~'°~~-?h~l-+--l~+-+<>"'!1-+---!ij__~,¥.l-tt-~"'lll----+-+---l--""'~1-1--i-+-t-+----fs~:->''tl<'o<f---'\-4<1-t-+-+--+-,' -"i'~f-"';;1!1-,--+-t--t-+--t-f--t-+-t-f--t-+-+-l--t-+-+-l--t-+-+-l-+-+-l--l-+---+-l--l-+---+-l----l--'--1---l-+---l----+---l-+---l---+---+-+---l---+---+-l o +,.;"" o.: I ~ .,; , I o id c-J i-.: ,· o r--: "',-: '--'· "'_ • I ,,·,, ! 1--t---t--+-t---+--t--+-+--+--t--+-+--+--t--+.:;0w"'"-->.-¾~-t-~-'l,"';.+-f-+-+-+-1----+-+--+-1---+-+--+-'"~·--$:-1-r--~--t---t--1-t---t---t--1-t--t--+--1-t--t--+--1-t--t--+-i....;,;ir.:;"'rrt---+--+-i-H""ett---fri"";....;i+r,i---;,"';it-+-t-t="'B+-='°~'"'#+--+-1,,~..:· 'trH·•+'H+-1--+-+--+-f-~1'1-..,.--+-1-+-+--+---11-+-+--+---11-+-+--+---1-+-+--+__,j-+-+--+---1-+-+-+---1-+-+-+--j-.J---l---l--+-+-++-+-+-+--1--+-+---1---1----1-1-----1--1 0 ~ j (jS $ ~ :: := I ~ ~ ~ :: ~ i!J. ~ 1 ~ 2~co ~ r ~ I I t-+--+---+-+-+--+---+-+-+--+---+-+-+--+---+~~"-~-~~;:;,_t-,~4"----f~~-t-+-+----i--!-+-+----i--!-+-+~~'t'----f~LL/-~l----,-,-++-+-t----+-+-+-t----+-+-+-t----+-+-+-I--P~'+--f~~'--Y~+-+-+-f--it:~111--1¥'~~;¥ld:--~~tjl-+-+---1~~"4-q~~~~~7L+-+----!~~~;~µ~"'-.f-4~~cLj---,_L-+-+-l___J~l::,;:9,L__-l---+-+-l--l---++----!--l---+-'-l----!-J.-----l-+-t-l------l--l--t-l------l--l--t-l---l--1---l--1---l--1---l--1---l--l---l-__jl_.j_-l---l---'l---l---l--1-__j-l!__j _ _j_j I I ! ,} /,\ i I SEE DETAIL SHEET 4 Lil\lE DATA "A" > "--"' \ \ ' \ \ \ \ \\ LINE DIRECTION DISTANCE REMARKS Ll N 67'01'00" W 23.90' (1_ 12" WATER L2 N 22'01'00" W 13.43' (1_ 12" WATER L3 N 67'01'00" W 388.91' G: 12" \'/ATER L4 N 60"35'59" W 21.75' (1_ 12" WATER L5 N 74"24'01" E 16.91' (1_ 12" WATER LB N 46'14'26" E ( 22.54' \ (1_ 12" WATER 10 CURVE C1 C2 C3 C4 DELTA 06'25'01" 39'31'00" 12'34'32" 26"56'28" CU~VE DATA RADIUS 500.00' 491.17' 491.17' 491.17' LENGlH 56,00' 338,76' 107.81' 230,95' TANGENT 28,03' 176.43' 54.12' 117,65' REMARKS (1_ 12" WATER (1_ ST TOTAL (1_ ST PARTIAL (1_ ST PARTIAL SEE DETAIL SHEET 4 "B" I i 16 ;... "' I~ "' "' ~ + "' (..) "' "' ro ,,; 0 + ,.._ 17 40 ' I I I I "' '!' CONTRACTOR TO VERIFY ELEVATION PRIOR TO TRENCHING OF WATERLINE. CONTRACTOR SHALL NOTIFY INSPECTOR AND DESIGN ENGINEER, IF ANY DISCREPANCIES ARISE \ ' ' I I I SCALE IN FEET 1 inch = 40 ft. CCH\lSTRUCTI01\J NOTES 0 0 0 ® @ ® @) @ @ @ REMOVE ANO REPLACE EXISTING CURB AND GUTTER TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L TO ACCOMODATE lHE PROPOSED IMPROVEMENTS REMOVE AND REPLACE EXISTING SIDEWALK TO lHE NEAREST JOINT PER CITY OF NEWPORT BEACH STD-180-L TO ACCOMODATE THE PROPOSED IMPROVEMENTS, CONTRACTOR TO MATCH EXISTING MA TERI AL IN TEXTURE AND COLOR. ABANDON EXISTING WATER MAIN IN PLACE INSTALL 12" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD--105-L AND STD-106-L CONNECT NEW 4" WATER LINE TO EX FIRE SERVICE INSTALL lHRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L INSTALL 12" x 4" DIP TEE (FE x MJ) REMOVE EXISTING WATER METER BOX AND INTERFERING PIPE. \VA TER METER SHALL BE REMOVED BY CITY FORCES INSTALL 1" WATER SERVICE PER CITY OF NEWPORT BEACH STD-502-L INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD-503-L f r,'-Y "\_ ~ n > ,----..:o, C-3062 ") L9 N 43'45'34" W 59.24' (1_ 12 WATER rf WCKOVlD • • • A. f ~ L11 N 45"29'00" E 30.17' ~ 6" WATER <v' o( I '\V/' I --[ /2. REPLACEMENT PROJECT 5, L10 N 22"59'00" E 42.74' (1_ 6" WATER ciDfESSI0,1(, □;::-::;::yo~ Dfi Engineering t----+--+------------+------1 / I/ 1-, VIA LIDO WATER MAIN '-"""--"---'~ ~ "-,:;:S: -i-l-McG~ <-1-, Civil O Surveying O Planning t---t---+---------------+-----1 '"'llNGJ 011~1,v, MANAGER 0 L12 N 22"59'00" E 1.96' ~ 6" WATER s;' 0«; ~G' ~ VRCE NO 46214 t------------------------l;c- L13 N 46'14'26" E 23.95' ~ 6" WATER fJ '3" ~ t I A\ 18 Tec~~~f ~f~~7rfl• lOO • • • WAlER MAIN PLAN AND PROFILE S Ll 4 N 01'1 4'25 " E 63•91' lt 5" WATER & No. 38483 z..:,: (714) 753-9393 fax (714) 753-9322 1,' RrnSE WATER LINE, REPLACE SE'IIER LINE '"'"''· DAlE G.-'tc:. -~'S FROM STA 10+00.00 TO STA 17+03,83 8 In;; "-I h/'/11 'l[I' W d.'J7 76' ~STREI-I -Evp 3 31 97 9/13/95 HOK L.!...l 11~\~•I\~ ? f L16 N 60"31'06" W 56, 77' (1_ 12' WATER I 3 \\'" " • • /4 _j PLANS PREPARED UNDER lli~E SUPER~~ON OF: t-□--AT-E --j--B-Y---t------□-E-SC--R1--,1-,or-, -------j-.-p-p'~D 't-::D::-:Es"'1G--::NE-:-D -H-□K--.:D,::-RA-~-N-EA-1-+-C-IT_V_O_F_N_E_\"J_P_O_R_T_B_E_A_C_H_T""""_w __ 5_2_1_5 __ s---l! \_'-' Ll: ~49'29 ~5 •~ \~ , 43-~, ~ 1: ~~TE~ I j ~ ·'=:1;t o~1~;1,'{? ~~ RCE83('-....__ ~-";~-"z~ REVISIONS CH,CKED DCM DATE 5 15 95 UTILITIES DEPARTh1ENT I--S-HE_E_T_2_0 __ F_5_-I} ~~~~~~~6=!_ _________________________ ___l.._......::::s;~2'.'.:___l__'.=-:::..==:......:::..:~----.::..._-L_ ___ ~~-------1..:.=::...!~..:..:....:~_.l____:~~~-_L~~:._Jo I I 0 :0 ~ z uJ z ·c ~ [II m :0 0 :0 ~ z G) z C ::;: [D m :0 0 :0 ~ z G) z C ~ [D m :0 '. I. N ~~ ~ z G) z C ~ [I] m :0 17 18 19 • 20 LINE DATA LINE DIRECTION DISTANCE REMARKS L1 N 27'30'00" W 263.73' ll STREET L2 N 75'09'40" W ----(l STREET L3 N 27'31'00" W 361.55' ll 12" WATlER L4 N 72'31 '□o• W 82.12' (l 12" WATER LS N 62'29'00" E 37.37' (t 6" WATER L6 N a4·59'00· E 20.00' (t 6" WATER L7 N 50'21'00" W 59.21' It. 12" WATER CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT REMARKS C1 39'31'00· 491.17' 338.76' 176.43' C1, ST TOTAL C2 26'56'28" 491.17' 230.95' 117.65' C1. ST PARTIAL C3 47'39'40" 313.66' 260.92' 138.54' C1. ST TOTAL C4 27'10'01" 313.66' 148.72' 75.79' il ST PARTIAL LIDO cs 20·29•39• 313.66' 112.19' 56.70' il ST PARTIAL C6 16i4'33" 500.00' 141.74' 71.35' ll 12" WATER C\I I-----------------------------w w :c 2 u, ~ w r-, w "' u, ,,; - ij "-' 21 CHANNEL ------ ~ ~ ~ ~ 2~ PROFILE SCALE: 23 HORIZONTAL: 1" = 40' VERTICAL: 1'' = 4' -. "' D • • '° z 24 ~ ~ * CONTRACTOR TO VERIFY ELEVATION PRIOR TO TRENCHING OF WATERLINE. CONTRACTOR SHALL NOTIFY INSPECTOR AND DESIGN ENGINEER, IF ANY DISCREPANCIES ARISE r 0 , 1------tT SCALE IN FEET 1 inch = 40 fl. CONSTRUCTION NOTES 0 0 REMOVE AND REPLACE EXISTING CURB AND GUTTER TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH SlD-182-L TO ACCOMODATE THE PROPOSED IMPROVEMENTS REMOVE AND REPLACE EXISTING SIDEWALK TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH STD-180-L. TO ACCOMODA TE THE PROPOSED IMPROVEMENTS, CONTRACTOR TO MATCH EXISTING MATERIAL IN TEXTURE AND COLOR. ABANDON EXISTING WATER MAIN IN PLACE INSTALL 12" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L REMOVE EXISTING WATER METER BOX AND INTERFERING PIPE. WATER METER SHALL BE REMOVED BY CITY FORCES INSTALL 1" WATER SER~CE PER CITY OF NEWPORT BEACH SID-502-L INSTALL 2" WATER SER~CE PER CITY OF NEWPORT BEACH SID-503-L ~ " 0 m " m < z C < m " 0 ' " > " \; C cl n .z 0 JJ ~ z GJ z C :5'. [D m JJ "''------' ~ ~ z ~ 0 r 0 0 0 " ~ 0 ~ B z Si < z en C, "' C ~ D " z j, / u JJ ~ z GJ z C 5'. [IJ m JJ 0 :0 ~ z GJ z C :5'. [IJ m JJ : I 1 EX 8" VCP SEVIER-~ I j ~x t· GAS , , EX TEL -L.:J 1 ' I EX ELEC --J_.._: 1 I u\l I V~A (2)j GAS VALVE j_ \ "'' @< 2" SAS ) 2 : I 'I I 1\/ :1' _J I : I I r_J (ell ,w I J 'I ' I I ~4 I I I I EX E" cir w----r-i •, 0 ----...JI I , 1'1 I 9--t I I E:<TELW·~i I I~,\ --I '\ ---~ll~: EX 2" GAS -, , : , ' "" ' ' 2 :" _,[X 15' VCP SEWER, -' ,-----TEL-- ( "---cX Tel ST LT ,;, ' 1 I I ':' ,j:' ==:::::::::7-1~ ' EX 2" GAS---... EX 'LlCI- E:< ST LT : I EX TEL--.-.J.. 1 EX 6" CIP W I I '', --....,, EX e" VCF SEWER --J"+w_ I, I 1: EX ELECT DETAIL "B," SCALE 1" ; 20' SEE SHEET 2 FOR PLAN VIEt"J ~-----~ Ice' _li_ _ _u_L __________ _ '>-w-' z . ::J a "' w ' wO >-...,. • N X w :z 5 ~ "' "' en + a 11.00' MINIMUM >-z 13 0 CL w -' "' :z < 0 m ,,.; N + 0 ;::: "' I I Is JL 1 "----EX I 8' ACP WATER DETAIL •c· SCALE 1" ; 20' S~E SH~!ii:l' 2: FOR P'lAN '\J'IE:W >-z i5 Q. w -' "' :z < ,,, ,,, r-.: ,,, + 0 i'O VJ u = ;,BA •m □N EX 12" C 0 IN PLACE~ ~ --------___ _\__:: ---, 9 32 --------I 10 0 on "' DETAIL "A" SCALE 1" ; 4' SE~ S~~E'f 2 fOFl PLAN VIEW E'/,, R EX 15" 1/CfJ St:V/ER-~ __ , __ '-c-----.--- 46 & 5 '~ Drif Engineering D □ Civil O Surveying O Planning 18 Technology Drive, Suite 100 Irvine, CA 92718 ~ (714) 753-9393 fax (714) 753-9322 9/13/95 HDlC fil R~SE \'IA lER LINE, REPLACE SEV,£R LINE DATE BY DESCRIPTION COl\lSTRUCTIOl\l I\JOT~S 0 0 0 0 0 REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING VALVES, BENDS, TEES, CROSSES AND TI-IRUST BLOCKS REMOVE AND REPLACE EXISTING CURB AND GUffiR TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH ST0-182-L TO ACCOMODA TE THE PROPOSED IMPROVEMENTS REMOVE AND REPLACE EXISTING SIDEWALK TO THE NEAREST JOINT PER CITY OF NE\\!'ORT BEACH ST0-180-L. TO ACCOMODATE THE PROPOSED IMPROVEMENTS, CONTRACTOR TO MATCH EXISTING MATERIAL IN TEXTURE AND COLOR. REMOVE AND REPLACE EXISTING CONCRETE GUffiR TO THE NEAREST JOINT PER CITY OF NEWPORT BEACH ST0-180-L. TO ACCOMODATIE THE PROPOSED IMPROVEMENTS, CONTRACTOR TO MATCH EXISTING MA TERI AL IN TIEXTURE AND COLOR. REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY PER CITY OF NEWPORT BEACH STD-166-L ABANDON EXISTING VALVE IN PLACE, REMOVE EXISTING COVER ANO RISER AND RETURN TO THE CITY OF NEWPORT BEACH UTILITIES DEPARTIMENT REMOVE ANO SALVAGE EXISTING FIRE HYDRANT AND RETURN TO THE CITY OF NEWPORT BEACH UTIUTIES DEPARTMENT CUT AND PLUG EXISTING 12" CIP WITH 2-SACK CEMENT AT OPENING ABANDON EXISTING 12" WATER MAIN IN PLACE INSTALL 12" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND TlRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STID-105-L INSTALL 5" C-900, SDR-14 PVC WATIER MAIN, BACKFILL, BEDDING AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L INSTALL 12" DIP 90' BENO (MJ x MJ) INSTALL 12" DIP 45' BEND (MJ x MJ) INSTALL 6" DIP 45' BENO (MJ x MJ) ,,----...,-~ ® @ 0 @ @ @ @ @ APPROV£0 INSTALL 12" DIP 11.25' BEND (MJ x MJ) INSTALL 12" BUffiRFLY VALVc {FE x MJ) PER CITY OF NEWPORT BEACH STD-508-L AND ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L -C. INSTALL 8" RESILENT \\'EDGE GATE VALVE (FE x FE) PER CITY OF NEWPORT BEACH STD-508-L INSTALL 6" RESILIENT WEDGE GATIE VALVE (FE x MJ) PER CITY OF NEWPORT BEACH ST0-508-L INSTALL WET BARRELL FIRE HYDRANT V~TH JONES J-3765 HYDRANT PER CITY OF NEWPORT BEACH ST0-500-L WITI-1 5" RESILENT WEDGE GATE VALVE INSTALL 12" x 12" DIP TlEE (FE x FE) INSTALL 12" x 8" DIP TEE (MJ x FE) INSTALL 12" x 6" DIP TEE (FE x FE) INSTALL 12" x 6" DIP TlEE (MJ x FE) INSTALL 12" DIP ADAPTIER (FE x MJ) INSTALL 8" FLANGED COUPUNG {PVC x ACP) TO JOIN EX WATER MAIN CONNECT NEW 4" VIA TER UNE TO EXISTING FIRE SERVICE & INSTALL 12" x 6 ECCENTRIC REDUCER FE x FE INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L INSTALL 12" x 4" DIP TEE (FE x MJ) & INSTALL 12" TRANSITION COUPLING (PVC x DIP) INSTALL 6" TlRANSITlON COUPLING (PVC x CIP) REMOVE EXISTING WATER METER BOX AND INTIERFERING PIPE. WATER METIER SHALL BE REMOVED BY CITY FORCES INSTALL 1" VIATIER SERVICE PER CITY OF NEV/PORT BEACH STD-502-L INSTALL 2" WATER SERVICE PER CITY OF NEWPORT E H TD-50 -L REMOVE INTIERFERING PORTIONS OF EXISTING SEVIER MAIN INSTALL 8" PVC SDR 35 PVC SEWER MAIN, BACKFILL, BEDDING & TIRENCH RESURFACING PER CITY OF NEV,l'ORT BEACH STD-105-L AND ST0-106-L CONNECT TO EXISTING SEIVER MAIN 111TH /\ CAULDER COUPLING WITH STAINLESS STIEEL HARDWARE. ill RC E NO. 46214 VIA LIDO WATER MAI REPLACEMENT PROJECT w,,ri,.,.~ DATE t;...z.4.q$ WATER MAIN DETAILS $•\'i-4 APP'D DESIGNED HDK CITV OF NEt'JPORi BEACH UTILITIES DEPARTIMENT W-5215-S SHEET 4 OF 5 C \; z I 0 r 0 " 0 " " 0 ~ i5 z 'a < z m n ,, C ~ 0 " ~ TI \; z I 0 r 0 ~ 8 " " 0 TI ~ 0 rn ~ < z i5 C z " rn ~ 0 ' ~ " t z .M I) C ~ 0 "' "' j, TI \; z I 0 r 0 " n a 0 • " D " ~ 0 m ~ < z i5 0 z " m " D ' " ~ f s z '" n ,, Si 0 en ~ 'i • I 0 :0 ~ z G) z C ~ ID m JJ 0 :0 ~ z G) z C ~ ID m JJ C I "' 1t,I 1_ I 0 JJ ~ z G) z C :s:: II] m JJ ~o .,., I z GJ z C ~ ID m JJ 411 ' V EX 12" CIP WATER~ 3 3 EX ST LT EX 15" VCP SEWE) 1 ,"' 1 EX ST LT 1----- EX ELEC R/'11 :" SEE DETAIL "E" !a:e! HEREON RIGHT ::J ..... 0.. ..... ~ 0,: """ zOO < ...: DETAIL "D" SCALE 1 "=20' SEE SHEET 3 FOR PLAN VIEW ..... I I I ) I I J// I I I I I I (/0~ 1/ I I 1/ I I I 1/ I J."'\ 1/ I 1//~':"'-1 1/ I t, > 1/ I • I/' • I ,.,.,, I I • ·,; / / R/W ✓ / / / / / / / STA 23+20.45 LINE "A" STA 10+00.00 LINE "D" ST STA 22+41.18 8.71 LT / / / EX CATV C·DNSTRUCTION NOTES 0 REMOVE INTERFERING PORTIONS OF EXISTING WATER MAIN INCLUDING VALVES, BENDS, TEES, CROSSES AND THRUST BLOCKS REMOVE AND REPLACE EXISTING CURB AND GUTTER TO THE 0 NEAREST JOINT PER CITY OF NEWPORT BEACH STD-182-L TO ACCOMODA TE THE PROPOSED IMPROVEMENTS REMOVE AND REPLACE EXISTING SIDEWALK TO THE NEAREST JOINT 0 PER CITY OF NEWPORT BEACH STD-180-L TO ACCOMODATE THE PROPOSED IMPROVEMENTS, CONTRACTOR TO MATCH EXISTING MATERIAL IN TEXTIJRE AND COLOR. 0 ABANDON EXISTING VALVE IN PLACE, REMOVE EXISTING COVER AND RISER AND RETIJRN TO THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 0 REMOVE AND SALVAGE EXISTING FIRE HYDRANT AND RETIJRN TO THE CITY OF NEWPORT BEACH UTILITIES DEPARTMENT 0 CUT AND PLUG EXISTING 12" CIP 111TH 2-SACK CEMENT AT OPENING 0 REMOVE EXISTING 12" GATIE VALVE AND CONCRETE VAULT 0 ABANDON EXISTING 12" WATER MAIN IN PLACE G JNSTALL 12" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING AND mENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L INSTALL 6" C-900, SDR-14 PVC WATER MAIN, BACKFILL, BEDDING 0 AND TRENCH RESURFACING PER CITY OF NEWPORT BEACH STD-105-L AND STD-106-L @ INSTALL 12" DIP 22.5" BEND [MJ x MJ) ® INSTALL 12" BUillRFLY VALVE (FIE x MJ) PER CITY OF NEll'PORT BEACH STD-508-L AND ANCHOR BLOCK PER CITY OF NEWPORT BEACH STD-510-L-C. 0 INSTALL 8" RESILENT 111EDGE GATE VALVE (FIE x FE) PER CITY OF NEWPORT BEACH STD-508-L INSTALL 6" RESILENT 111EDGE GATE VALVE (FIE x MJ) PER CITY OF NEWPORT @ BEACH STD-508-L ® INSTALL \\'ET BARRELL FIRE HYDRANT 111TH JONES J-3765 HYDRANT PER CITY OF NEWPORT BEACH STD-500-L 111TH 6" RESILENT 111EDGE GA TE VAL VE @ INSTALL 12" x 12" DIP TEE [FE x FIE) @ INSTALL 12" x 6" DIP TEE (MJ x FE) @ INSTALL 12" x 8" DIP TEE (FE x FIE) @ INSTALL 12" DIP ADAPTER (FE x MJ) @ INSTALL 6" TRANSITION COUPLING (PVC x AC ROUGH BARREL) TO JOIN EX.WATER MAIN ® INSTALL THRUST BLOCK PER CITY OF NEWPORT BEACH STD-510-L ® INSTALL B" DI 90' BENO [MJ x MJ) ® INSTALL 8" C-900, SOR-14 WATER MAIN, BACKFlLL, BEDDING, AND TRENCH RESURFACING PER c,·TY OF NEWPORT BEACH STD-105-L AND STD-106-L ® INSTALL 6" DI 22.5' BEND (MJ x MJ) ® INSTALL 12" TRANSITION COUPLING (PVC x ACP) TO JOIN EX. WATER MAIN. ® INSTALL 12" TRANSITION COUPLING {PVC x CIP) TO JOIN EX. WATER MAIN. ® INSTALL 8" TRANSITION COUPLING (PVC x ACP) TO JOIN EX. WATER MAIN. G INSTALL 6" TRANSITION COUPLING (PVC x CIP) TO JOIN EX. WATER MAIN. @ REMOVE EXISTING WA TIER METIER BOX & INTERFERING PIPE. WATER METER SHALL BE REMOVED BY CITY FORCES @ INSTALL 1• WATIER SERVICE PER CITY OF NEWPORT BEACH STD-502-L C-3062,. r----::;:::;;;;:;~;::--,------==--==--=n!if:-:;;--:E::-n-g1::-.n-e-er-:-in_g ___ 11_1 _________ 11APAPPRIPR0MVEDD --:---,----;Vl~A1L""'ii1o~o~wu.A11TrcEDR1' MLJAMl~N"C:::::;::::::;::::7j~ -_ J I I REPLACEMENT PROJECT ; o0,, Civil O Surveying • Planning w_ , _ '.P ·,;; 18 Technology Drive, Suite 100 ( TING U)l(ITii;> A GER :3 No. 38483 Irvine, CA 92718 \..,./R.CE. NO. 46214 WATER MAIN DETAILS .,. xp. 3-31-97 ,, f-9-·13_·9_5+H_D_K-+=l ::_"'Rc:Ec!:P..eLA=·cc!cE~~SE'=--'-'--'=WEc,R-=Ll'!:NecEc:eSc__--j--·•_~-'l-j.-:-=,:--::::---,--::::=---t-----------------,-=---::-=-:-=~:::-(~ c1v,1. f_,""J PLANS PREPARED UNDER THESUPER~SIDN OF, DA][ BY DESCRIPTION APP·o DESIGNED HOK DRAWN EAT c1Tv oF NEWPORT BEAcH 1-.;.w_..;s..;2:..1_s;:__s-1~ OF C~LI~ c::::::> 0 :x,__, b-Z.b-'=t5 .,, DEREK J McGREGOR ~8483 DATi: , REVISIONS ---'-C-HE-cK_E_o ..;D.;.JM_...._□_A_1£__;5 __ 1_5 __ 9_5_,_ ____ UTI_LI_TI_E_S_D_E_PA_R_TM_E_N_T ___ _._ __ S_HEE_T_S_OF_5___.O ~ ~ £ z :i: 0 0 r 0 :0 : i;! 0 ~ a ',l " '0 TI I~ 0 ·~ ~ z z 0 G) I ~ 2 , rn z " C , e ' 0 ~ ~ f 2 OJ _m 0 m " II C m 0 ll z " --~ TI \; z i 0 0 r 0 IJ ~ 8 ~ > ll 0 TI m O ; ~ z Z O ~ z GJ w z ~ . 0 C j ~ ~ ~ z ,., [D I/ m C IJ m D ~ z " t I <II I r' 1_ .,. ' ~ TI \;: 2 :i: 0 0 6 IJ ~ n ~ 0 0 " D ~ ~ 0 " ~ z D < z 0 G) C z < ffi z " C 0 " 'a ~ " • < " z [D !" n m )> ]] C ~ D D z ,; / _/ ~ "' 2 :i: 0 ,□ r 0 "' I ~ n 0 0 " D u TI , m O I ; ~ z z O G) : ~ z z ~ D C ::I ~ ~ ~ z [D ,., I/ m C ]] c'l ll 2 1S