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HomeMy WebLinkAboutW_5277_SGENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION",1994 EDITION AND SUPPLEMENTS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW FACILIT+ES. 3. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS OR DRIVEWAYS. 4. WATER LINE DISTANCES SHOWN ON THE PLAN AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. 5. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OF LESS THAN 5 FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 6. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO. 5 ABOVE FROM CAL/OSHA. 7. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L. 8. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWEPORT BEACH STD. 510-L. 9. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE. 10. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106. 11. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY LANE CLOSURES. 12. A FIRE PROTECTION SYSTEM ACCEPTABLE TO THE FIRE DEPARTMENT SHALL BE INSTALLED BY THE DEVELOPER AND TESTIED BY THE FIRE DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR START OF ANY STRUCTURAL FRAMING. 13. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH-UTILITIES 48 HOURS PRIOR TO INSTALLATION OF ANY WATER FACILITIES (644-3011, MR. PETE ANTISTA OR ED BURT) APPROVAL OF ALL WATER MATERIALS SHALL BE OBTAINED FROM PETIE ANTISTA OR ED BURT PRIOR TO INSTALLATIONS. (SHOP DRAWING REVIEW) 14. THE WATER SERVICE LATERAL SHALL REMAIN A MINIMUM OF 18 INCHES BELOW BRADE AND LAID FLAT UNTIL THE CONCRETE CURB AND GUTTER HAS BEEN CONSTRUCTED. AFTER COMPLETION OF THE CURB AND GUTTER, THEN THE WATER SERVICES CAN BE BENT WITH AN APPROVED BENDER AND ADJUSTED TO THE FINISH SURFACE WITH METER BOXES. 15. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL-FACED NYLON CLOTH REINFORCED BUNA-N RUBBER. 16. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE IN WATER MAIN CONSTRUCTIN SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. 17. PIPE HARNESS ASSEMBLIES, VALVE AND FITTING RERSTRAINTS AND SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STTEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS. CLAMPS, SHACKLES AND OTHER HARDWARE MAY BE CARBON STEEL OR DUCTILE IRON WHERE APPROPRIATE, BUT MUST BE COATIED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND. 18. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 19. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA AND SHALL CONFORM TO THE MINIMUM REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND TTHE ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIATE SPECIFICATIONS. BENCHMARK NB3-17-77 NEAR THE SOUTHEAST CORNER OF THE BRIDGE, OVERWEST LIDO CHANNEL LEADING ONTO KIDO ISLE, 22.3' S'L Y FROM THE CENTERLINE OF VIA LIDO, 23.0' E'L Y FROM THE S.E. CORNER OF OF THE BRIDGE, TO A SECOND ABUT- MENT WHICH IS 8.8' W'L Y FROM THE E'L Y END OF THE CONG. BANNISTER, 5.3' S'L Y FROM THE CONC. BANNISTER SET ON TOP OF THE 2nd ABUTMENT. ELEVATION: 22.212 MSL BASIS OF BEARINGS THE BEARING N20•54'JO"E BEING THE CENlERLINE OF LAFAYETTE AVE. AS SHOWN BY RECORD SURVEY ON FILE IN BOOK52, PAGE 45 OF RECORD OF SURVEYS,RECORDS OF ORANGE COUNTY,INTHE CITY OF NEWPORT BEACH COUNTY OF ORANGE, STATE OF CALIFORNIA, WAS USED AS BASIS OF BEARINGS. IMPROVEMENT PLANS FOR WATER MAIN CONSTRUCTION IN CANNERY VILLAGE 1~~)2/?ll✓/f PUBLIC WORKS DIRECTOR, RCE 16791 UTILITIES MANAGER, RCE 25553 CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES WATER CONSTRuc:noN NOTES NO. DESCRIPTION 1 INSTALL 6" PVC, C-'900, CLASS 150 WATER MAIN, BACKFILL & BEDDING PER CITY OF NEWPORT BEACH STD 106-L 2 INSTALL 6" ELBOW (ivl.J.) WITH RETAINER GLANDS (D.I.P.) WITH THRUST BLOCK. ANGLE PER PLAN PER CITY OF NEWPORT BEACH STD. 510-L-A 3 INSTA(L 6"X 6° (M.J.) TEE, WITH THRUST BLOCK PER CITY OF NEWPORT BEACH STD. 510-L-A 4 INSTALL 6" RESILIENT WEDGE GATE VALVE PER CITY OF NEWPORT BEACH STD. 508-L 5 INSTA~L 1'' WATER SERVICE PER CITY OF NEWPORT BEACH STID. 502-L 7 INSTALL WET BARREL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD. 500-L 8 CONNECT TO EXISTING WA TIER MAIN 9 10 PRIVA T[ ENGINEERS NOTICE TO CONTRACTORS 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PL/INS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS 'BY THE CITY OF NEWPORT BEACH DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD SHOWN OR NO~ SHOWN ON THESE PLANS. 2. THE ESTIMATEQ QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND i SITE DESIGN ASSOCIA TIES DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATIED QUl'\NTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTTITY TAKEOFF BEFORE SUBMITTING A 'BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS ANO DIMENSIONS AND SHALL REPORT ALL DISCREP- ANCIES TO THE ENGINEER PRIOR TTO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL ADHERE TO REGULATIONS REGARDING THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE NO. 403. 3. RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES SHALL BE PERFORMED BY THE RESPECTIVE UTILITY OWNERS, AT THE EXPENSE OF THE DEVELOPER. 4. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO tHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLAI-NS AND THE CITY OF NEWPORT BEACH. 5. CONSTRUCTION· CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSURE SOLE AND COMPLETE RESPONSIBILITt FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SA~ETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLL Y CONTINUOUSLY ANO NOT BE LIMITTEO TO NORMAL WORKING HOURS, AND CONSTRUCTION ' ' CONTRACTOR lfURTHER AGAREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSINALS HARMLESS FROM ANY AN() ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. OWNER/ DEVELOPER CITY OF NEWPORT BEACH UNITS L.F. EA. EA. EA. EA. ~A. EA. EA. QUANTITY 714 10 1 5 35 -'l. 2 1 DATE DATE CARLSBERG MANAGEMENT CO. 6171 WEST CENTURY BLVD. STE.100 LOS ANGELE$, CA. 90045 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CHTY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. SITE DESIGN ASSOCIATES,INC. APPROVED ,// J //,.., / /.L--'~ Rt.:"-.-,q 7863 IA MESA BOULEVARD, SUITT 201 IA MESA, CAI.JFORN~ 91941 (619) 464-?) .-4 ,,,,,..-) UNDERGROUND SERVICE ALERT CALL: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG PAClf\C DESIGNED CHECKED 31ST smm ' ·- STREET I ~ 'i-- .. rtJ ; :i '§' \ NO SCIU 2STH STREET ~ ~ J.SITE VICINITY MAP SHEET INDEX NO. 1. 2. 3. SHEET TITLE TITLE & QUANTITIES SHEET PLAN -WATIER IMPROVEMENTS SEWER PLAN NOTICE TO CONTRACTORS PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED: 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY I.D. NUMBER ________ _ 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY I.D. NUMBER FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING EXCAVATION. WAlER IMPRO'\IEMENTS CANNERY VILLAGE 700 LIDO PARK DRIVE NEWPORT BEACH, CA. (310) 258-9000 EXT. 365 SUB))l\lr,i 13N '1cNGINEER DATE Aa.11 j v.• APPROVED • • _,, 'i\ ·-•q"I r _,,,,-/ ~ _,,,/ f---+---+----------------j---;DRA'WN ~ .., ,,, \ -.....:---< 8-£-9'1 ~D~A~TIE~~B':'..Y~ _____ ."D:=.ES..,.C.,,R"'IP,_TI'."O"'N.'........ ___ +.!.A~P..'.:P.:... {,;,~--------, /KENNETH ;X Dl~GENZA _fr.C.E~930 DAlE REVISIONS DA1E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT I UJll'.fill S EN; INEER DATE / t.lY ,fu.r.lSffiA no,;'[""""" 6-30-oll V SHEET 1 OF 3 J.N.1317 WMTIT.DWG 5-21-99 • ~ 1j ~ ~ :~ ~ :! !l' n ,. C c'l·· I // I i I I I I ~ t 0 s e • e " -• I I " ,: z I ~ I I ~ ~ C z i . ~ ~ t :! !l' ll C c'l :!! ;; -- c:::: ·-- -< - \ . c__ r.o .:_,,o • .-. a I -.;t-. 2· 0 . 1-- 1--(/) (/) ~ O:'.'. ow uo_ # 11 I [2J [I] 141 [fil [§] 171 [[] [[] [ill I / WATER MAIN \ __ ,_ i,.A."' , ... ,\., \,Jj'.,,_.}1..1'_ \.A.A.A.J..._i <. __ 1l~J-.J,.,J !, . .,>.,.) \.,.'•_,.1,,,._A,! \,J\ .. A,.~~ ('-) '>.J ... AJ~ . .i \._.• .. : '-·"'-/·-·\~' \.-'·~•-_.;._g_; ,~_;-._;,..,;,,.) ,,./,-y' '._,A __ .•\..A~) t~A,-' .. ~fj I I .f I WATER DATA ~SPACE LINE ~ (j:_ METER BOX 14"X23" METER BOX 7' ' " ___________ _,__,_,..,...~ '--------ESMT. LINE SPACE CORNER L---\c---:"7"-1" COPPER WATER SERVICE 4" MIN. METER/SERVICE DETAIL NO SCALE 5 5 'j . l ; ; dl ...... -... :.;~L':,::..·,::--;,:;.~:::,:::.:.·c·.-"··· ----·en, . tn .. I 5 ' ; Ii·"··' ! .!ccii ""'·F'''-"•'· •-• . -w--••····"',' ... .. L ..... ,,,, ... ,pJj .. N .. . -----<~ -o,.l., •• CONNECTION SCALE: 1"=10' i DETAIL® J I / / I ' / / i ! ! I / ' I } / ! I / ' / j J i I ! L . ----,~·-"''"'-•"• • __ ., ---··· ···------· -----,- 4+36.74 /i . ' j ,, i l i \ 5 q t:i· p, «)', ;.-:+ ~ ; f l / I I V // !' 1 II // WATER CONSTRUCTION NOTES .. ' .. 5 ' L (Dr----INSTALL 6" PVC, C-900, CLASS 150 WATER MAIN, BACKFILL & BEDDING PER CITY OF NEWPORT BEACH STD. 106-L ©-INSTALL 6" ELBOW (M.J.XM.J.; OR F.E.XF.E. PER PLAN) WITH R(t:TAINER GLANDS (D.I.P.) WITH THRUST BLOCK-ANGLE PER PLAN, PER CITY OF NEWPORT BEACH STD.-510-L-A. Q)>-----INSTALL 6"X 6" (M.J.X M.J.) TEE, WITH THRUST BLOCK PER t1TY OF NEWPORT BEACH STD 510-L-A. 0-INSTALL 6" RESILIENT WEDGE GATE VALVE PER CITY OF NEWPbRT BEACH STD 508-L. r ) f • -<t lu,i --as .. !~ \ 1-f':" ·-•---~ n· .. --- 5 r:3------ •00 :n \ ! . l 'U) 'f--d-.. f -,.., . t':-, --• "' "' -'·--·· c5' TEE ' \ 2 \ ! ~--··----.~ .. , BRNG/6 RADIUS LENGTH REMARKS ®r----INSTALL 7" WATER SERVICE PER CITY OF NEWPORT BEACH SHl-502-L WITH CAST IRON LID. N63"03'19"E 34.40' N27'30'0D"W 53.06- N27'30'00"W 72.44' N44'15'30"E 51.59' N89'15'30"E 200.71' N45"44'30"E 25.46' N00'44'30"E 40.40' N44'15'30"E 25.46' N89"15'30"E 155.47' N62'3D'OO"E 55.00' 6"PVC \. I/ @--INSTALL 2" WATER SERVICE PER CITY OF NEWPORT BEACH STD-503-L WITH CAST IRON LID. C)>----INSTALL WET BARREL FIRE HYDRANT PER CITY OF NEWPORT BEACH STD 500-L ®--CONNECT TO EXISTING WATER MAIN. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CHTY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. /,?'/~/ /, APPROVED (,C.,,(' . • -ye;:_.--"'-' SUBD~ ENGINEER APPROVED 4"f,J..)//l.., ,,..,_ UTILITIES ENGINEER 9,::(0 -'t<\ DATE :<.'ti ,I, NO. 29930 E,p. Dola ........ CiVI~ SITE DESIGN ASSOCIATES, INC. NOTE: STATIONS SHOWN ARE ALONG THE WATER MAIN CENTERLINE DESIGNED CHECKED t-----+---+-----------------+------<DRAWN DATE BY DESCRIPTION APP. REVISIONS EXIST.G. V.'S 20 0 \ ' '\+~4.91 ANGLE PT. Jt-~D,-K~F,_. ·6-,----=_7_1_" 4-57' 3-0-::,,---{ 2 ' - NOTE: CONTRACTOR TO VERIFY THE LOCATION OF ALL EXIST. UTILITIES PRIOR TO CONSTRUCTION. 10 20 40 60 SCALE: 1"=20' .,1·"-'45°\~END; 1-22.5' BEND \ i;'--; WATER IMPROVEMENTS FOR CANNERY ~LLAGE FOR CARLSBERG MANAGEMENT COMPANY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF J.N.1317 98055WM2.DWG 5-21-99 3 I I I I I I I I I I I f C ~ \_,~_y~_.,j '-....A..4 ,._.,._.,._,,, . .,1 \_..\....A-...,VJ s,._.:.,)1.,.A .. ..' ,,.AJ \,.A.,.J,,_J,J \_A-,,V.,_.,,f.j \...i·~~"-.... ,_.' 1.,,,1•, .. J '....J.J•,.,A.,/ •,..A,.A.Jv,,,,/ , • .,,,~.A..-'-.i ~ .. 1 ,,,;..~•-J~.J v.,,1,,,,,,t~,;t._.,I I '<,j~A)~_I ',.,A..J ~ .. ',.A.,\a,1 \j\,.J,, .. ;,.,_.;.,._j l..,)...,AJc..J ,_,,};,,,,,! ".j,.,.)'...,,,J._.J '-~~~,kJ~./!..,I "-,,A....~~="·...' \,,Ji.j ~ .. ,-,\_,,,._,A.j '~.J-~"-. .A-_-1..,) '-A..--"~I!.,,./ \...AJ \,,A,..J,J,..) ~-.\.,_A,,.).J_j I I I I L_ _J I -I 0 ..,. :::;c _J Oo _J >-. .=: n:: II U') w:::;c z CL n:: I I I I I I I I I I 6" PVC @ 1.0% / ~ (PVT.) ----~ ' ~ z >- ~ ::, 0 I I I r .-. , -i,__ ·--.,. \ / I I I I ,I ..... I / .,,--EXIST. I 77.35' -8"PVC @ 0.5% --(PUBLIC) I / J f , f FINISH GRADE -- ~ PROFILE 8"PVC (PUBLIC) w -w - OC> - "' "' ---SCALE: HOR. 1 '=1 O'; ver. 1"=2' -r ~ 2 "' ~ r-= II (/) 2 x -n:: w I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,,--,, y i --I I ' , -- / --.._ ('.) w -z ->-u') (/) ,.... X 0 w '-.. __,, 8 -u 4 2 0 SEWER DATA (#) BRNG/6 RADIUS 1 N7313.10"E 2 N2T3o'oo·w 13 N2T30'00"W 4 N2T3o'oo"w 5 N44.15'30"E 6 N8915'30"E 7 N89.15' 30"E 8 NB9.15' 30"E 9 N62'30'00"E 10 N89·15• 30"E 11 N89'15 '30"E 12 N4415• 30"E <13 N44"15'30"E '14 Noo·44' 3o"w q ! N45'44'30"W 116 NA5·44'3o•·w""". (_' -V;~ i,, l:~-;;; ! \"'\(. ~ .. CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CHTY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPON- SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED DATE (HORIZ.) LENGTH REMARKS UNIT NO. 77.35' 3"p vc @=1,11!; 1 40.83' C: PV .. @ I o/,, 2 55.00' 3 58.26' 4 22.00' 5 100.00' 6 100.00' 7 91.84' 8 36.18' 9 100.00· 10 66.27' 11 10.20' 12 22.03' 13 37.41' 14 10.00· 15 32.86' " / 16 17 Tle.t.1N f'~lll4TIS ' F.. w E. ~ SEWER STA.@ MAIN ELIEV.@ MAIN 21+35.5 2.11 21+59.5 2.35 21+92.5 2.68 22+15.5 2.91 22+4B.5 3.24 22+71.5 3.47 23+01.0 3.76 33+57.0 4.32 33+32.0 4.07 23+50.5 4.16 23+62.5 4.38 5+06.0 5.82 5+28.0 6.04 5+25.0 6.01 5+03.7 5.80 4+80.7 5.57 4+47.7 5.24 ' \ 20 NOTE: STATIONS SHOWN ARE ALONG THE SEWER MAIN CENTERLINE. DATA (VERT.) SEWER ELEV.@ UNIT DEPTH BELOW FTG. REMARKS UNIT NO. STA.@ MAIN ELEV.@ MAIN 5.2 2.0' 4"PVC @ 2% MIN. 18 4+24.7 5.01 5. 7 2.0' 4"PVC @ 2% MIN 19 3+91.7 4.68 5.7 2.0' 4"PVC @ 2% MIN. 20 3+68.7 4.45 6.0 2.0· 4"PVC O 2% MIN. 21 3+35.7 4.12 6.0 2.0' 4"PVC @ 2% MIN. 22 3+12.7 3.89 5.6 2.0· 4"PVC @ 2% MIN. 23 2+79.7 3.56 5.5 2.0' 4"PVC @ 2% MIN ~24 2+56.7 3.33 5.3 2.0· 4"PVC @ 2% MIN 25 2+32.0 3.14 5.2 2.0' 4"PVC @ 2% MIN 26 2+14.0 2.90 5.5 2.0· 4"PVC @ 2% MIN. 27 2+72.7 3.49 5.6 2.0' 4"PVC @ 2% MIN 28 3+05.7 3.82 6.1 2.0· 4"PVC @ 2% MIN 29 3+28.7 4.05 6.2 2.0' 4"PVC @ 2% MIN 30 3+61.7 4.38 6.7 2.0' 4"PVC @ 2% MIN. 31 3+84.7 4.61 5.9 2.0· 4"PVC @ 2% MIN 32 4+17.7 4.94 5.7 2.0' 4"PVC @ 2% MIN. 33 23+72.5 4.48 5.7 2.0' 4"PVC @ 2% MIN. 34 23+53.5 4.29 RESTRM 21+97.94 2.73 ~I' J. Dt& .,,,,, C'<.<'. SITE DESIGN ASSOCIATES, INC. DESIGNED 1"$ 1.:, ~ .,,. r:::. 29930 Exp. [:ile 6-30-03 CJV\\. 7863 LA ijESA BOULEVARD, sum: 201 LAM™, CHECKED t-----i---+------------------+---;DRAWN /./' £1-('-:5'j i-::D:::A:..:.:TE+.:::BY.:__j ____ _.'.:'._D'.::ES::::C::.:R'.:.IP_::Tl.:::ON'.:._ ___ -1---.'.A::'.P-'-P.:.. • .t;;-;c;;:---------t 9930 DATE DATE 6-3(H!5 REVISIONS 0-15.73 EXIST.M.H. 0.75 I.E. CONNECT TO EXIST. 8" PVC STUB W/S.S. BANDED RUBBER COUPLING & FIBERGLASS LINE EXIST M.H. PER CITY SPECIFICATIONS 0 10 20 40 60 SCALE: 1"=20' DATA (VERT.) ELEV.@ UNIT DEPTH BELOW FTG. REMARKS 6.2 2.0' 4"PVC@ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.5 2.0' 4"PVC @ 2% MIN. 6.5 2.0· 4"PVC @ 2% MIN. 5.2 2.0· 4"PVC @ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.1 2.0' 4"PVC @ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.3 2.0' 4"PVC @ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.5 2.0' 4"PVC @ 2% MIN. 6.5 2.0' 4"PVC @ 2% MIN. 6.2 2.0' 4"PVC @ 2% MIN. 6.2 2.0· 4"PVC @ 2% MIN. 5.7 2.0' 4"PVC @ 2% MIN. 5.6 2.0' 4"PVC @ 2% MIN. 6.0 -- SEWER PLAN FOR CANNERY ~LLAGE FOR CARLSBERG MANAGEMENT COMPANY CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF J.N.1317 SEW2X.DWG 5-21-99 3 I I ~ i § s . ' 0 z " • C z ~ ~ 0 0 'i ~ C: z I § I ~ ~ 0 ~ ll i ( • i I <: '" n > C C ~ I ~ ,; z I 0 6 ! " !ii ~ i ~ z 0 Lz