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' • ' 1. 2. 3. 4. 5. 6. 7. \ GENERAL NOTES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1988 EDITION AND SUPPLEMENTS. 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 FACILITIES. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. WATER LINE DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL DISTANCES. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORHG SYSTEM, SLOPING OF THE GROUND, OR OTHER EQUIVALENT MEANS. TRENCHES UR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED •'BEN EXAMINATION INDICATES THAT HAZARDOCS GROUND MOVEMENT MAY BE EXPECTED. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRE~CH WORK AS DESCRIBED IN ORDER NO. 13 FROM CAL/OSHA. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NE'.IPORT BEACH STD. 106-L. 8. THE CONTRACTOR(S) SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS I~ ADVANCE OF PERFOB..'IING ANY WORK (644-3311). ALL TIE-INS TO EXISTING WATER MAINS, ALL PRESSURE TESTING AND BACTERIOLOGICAL SAMPLING SHALL BE COORDINATED WITH THE UTILITIES DEPARTMENT (644-3011). 48 HOUR NOTICE IS REQUIRED. 9. ALL DUCTILE IRON PIPE SHALL HAVE A 8 MIL LOOSE POLYETHYLHE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STANDARD SPECIFICATIONS AND SHALL BE IN ACCORDANCE WITH THE APPLICABLE AWWA SPECIFICATIONS. ID. THRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAISS IN ACCORDANCE WITH THE CITY OF NEWPORT BEACH STD.-50lcL. I I. THE \/ATER MAINS SHALL HAVE A MINIMUM OF 30" OF CO\"ER FROM SUBGRADE. 12. ALL CONCRETE SHALL BE 560-C-3250. 13. ALL FITTINGS CONNECTING D. l.P. SHALL BE MECHANICAL JOINT TYPE WITH RETAINER GLANDS UNLESS OTHERWISE NOTED ON THE FLAKS. ALL BOLTED PIPING JOINT CONNECTIONS SHALL UTILIZE STAINLESS STEEL NUTS AND BOLTS. CAD- PLATED STEEL CONNECTORS SHALL NOT BE USED. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF Nfil,TPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT 24 X 38 PRINTED ON NO. 1000M CLEAIIPIIIINT • NUMBER 634-0251 895-0221 551-7736 644-3011 962-2411 542-6222 AFTER 6:00 542-3975 720-4040 l-800-422-4133 • CITY NEWPORT OF BEACH / PUBLIC WORKS DEPARTMENT 12-INCH BAYSIDE / BACK BAY CONNECTOR MAIN • CITY OF NEWPORT BEACH UTILITIES DEPARTMENT NEWPORT DUNES • • --~---sHEET A BASIS OF BEARINGS: RS 95/39-43. 1": 260' REFERENCE PLANS: SHEET SHEET SHEET SHEET SHEET l 2 3 4 5 CITY OF NEWPORT BEACH W-5162S P/L SHOULDER f BIKE PATH , .. 10' TRAVEL WAY I ' PAVEMENT THE ESTIMATES OF QUANTITIES AS SHOWN HEREON ARE PROVIDED ONLY FOR THE PURPOSE OF SATISFYING PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL QUANTITIES AS A BASIS FOR HIS BIDS AND CONTRACTS. CONSTRUCTION NOTES AND QUANTITY ESTIMATES ITEM @-CONSTRUCT 12" A.C.P., CLASS 200 WATER MAIN ©--CONSTRUCT 12" X 8" RT X RT X FLG TEE QTY. 138'4- z UNIT LF EA @-CONSTRUCT DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER STD.-517-L 5 EA ©-CONStRUCT MULTIPLE 2" WATER SRVICE INSTALLATIONS PER STD.-516-L ©-CONSTRUCT 2" WATER METER SERVICE INSTALLATIONS PER STD.-518-L @-CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER STD.-515-L (D-CONSTRUCT 4" BLOW-OFF ASSEMBLY 6 6 2 1 EA EA EA EA ©-CONSTRUCT 12" .MJ X RT BUTTERFLY VALVE 1 EA @---CONSTRUCT 12" DUCTILE IRON PIPE CLASS 52 WITH POLYETHYLENE WRAP {8 MIL) @--CONSTRUCT 12" X 8" X MJ X MJ FLG TEE @-12" RT 45° BEND @-12" RT 22 1l2° BEND @-12" MJ 45° BEND WITH RETAINER GLANDS @--12" MJ 22 1 l2° BEND WITH RETAINER GLANDS @-CONSTRUCT 8" FLG X RT BUTTERFLY VALVE ®-CONSTRUCT 12" FE' X MJ ADAPTER @-CONSTRUCT THRUST BLOCKS PER STD-510-L ®-CONST. 8" RT X RT 90° BEND @ CONST. 12 "i< 8" FE x FE T"tic @) CONST, !Z' Fl:x R7" ADAP1ER. @ CON5T. 12' RT x;:-E 2'2 Y-,0 BcflD I EA. SHEET INDEX TITLE SHEET BAYSIDE.DRIVE TO STATION 17 + 66 STATION 17 + 66 TO STATION 26 + 96.01 STATION 26 + 96.01 TO STATION 34 + 76.55 STATION 34 + 76.55 TO BACKBAY DRIVE •• RV P,\RK 2147 LF .3 EA 1 EA 4 EA 1 EA 5 EA 5 EA a EA AS REQUIRED l EA I eA I EA -• POWER POLE 0 MANHOLE 'o> FIRE HYDRANT □ METER BOX, -0-VALVE POWER POLE ANCHOR 0 MONUMENT -X-X-FENCE ====:r: BLOCK \/ALL TREE SHRUBBERY .L .,IL .d. .ill. ..J.. ASPHALT PAVEMENT BRICKWALK ;rnr:r::rfftI?=tI:[:;J CONCRETE ~ ✓,:! 0°~L.(" ~/..,O BUILDING _____ EXISTING CONSTRUCTION -----NEW CONSTRUCTION -__ q_ --CENTERLINE :;---SEWER LINE ---W --WATER LINE --G __ GAS LINE __ E--POWER LINE --TEL--TELEPHONE LINE --TV --CABLEVISION LINE --SP--SPRINKLER SYSTEM ):::( STREET LIGHT PROJECT LOCATION / SB6-66-45W BETWEEN PROMONTORY 2 AND ORIGIN PER THE ORANGE COUNTY SURVEYOR'S CONTROL DATUM TYPICAL SECTION APPROVE.D: DATE: BENCH MARK: CITY OF NEWPORT BEACH WELL MONUMENT W/2" DIA. PUN. BRASS DISK AT INTERSECTION OF BACK BAY DRIVE & JAMBOREE ROAD. ELEV 28.66 CITY OF NEWPORT BEACH THIS PLAN 1$ SIGNED a..-THE CITY Of NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY &TANDARDS ONLY. THE CITY IS NOT RESP0St8LI! FOR DESIGN ASSUMPTIONS CCUl'IAC .... VICIN[rY MAP N.T.S. REVISIONS BY & t &,. bs " HE&1 3 I J. Sr; ,r-hi 7.&. ~ /,n fu SEC" SHE&i 2-DS ;: m 2 a: ~ w a: .. ., z ~ :c 0 <C w m I- CC 0 a. 3: w z LL 0 > 1--0 w c( ::: CJ a: ~ C :C ► CJ cl: C m~ ~ I- CJ a: c( 0 m o. -3: -w co, z - Date 31 JAN 89 Scale AS SHOWN Drawn Job DUNES Of 5 Sheets ' \ .. . ·, DIETEAfCH POST REORDER NO. 113013 \ \ \ / /, I / / 0 q 0 . ., + .... .... / • / I / / / / / / ) / / \ \ \ \ \ \ \ ' UTILITY EASEMENT I I I I I I I I I UTILITIES DEPARTMENT 9 V IGNATURE / I I I / / / I \ I \ \ I I I I I \ \ I ' I \ I I \ I \ \ I I I I I \ I f \ ·- NEWPCIFIT DUNES 1311 BACKBAV DRIVE NEWPORT BEACH, CA I I \ \ I I I \ ' \ I ; I \ \ I Yi 40' I I ' / I \ \ \ I I \ I I I \ I I I / I I / j / ' ' I I I ' I / I I / I / / I ~-------- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ --. \ / / / I / \ \ \ \ \ .l I I I I I t '. I I I I I I o• 40' GRAPHIC SCALE I I 80' I I \ \ I \ \ / ' I \ . I I I ! I I J \ I \ \ ! / I ! I \ \ \ I I 120' . I I ! \ \ I / i ; ' / . \' \ 7 I \ --+--.__.l,. \ \ \ \ I I / -1-- \ \ \ \ \ / / I I I --+-- / ' I I ' I \ \ \ \ \ \ / I \ / \ \ \ I \ I / I \ \ ' / \ \ -------- I . +J-------1+ ! ! • BLDG +23 • +-t I - l PLANS PREPARED BY: COURTON AND ASSOCIATES 1400 QUAIL, SUITE 145 '?.~~7 ~j""" f NEWPORT BEACH. CA 92860 ,, ,~~f~~~-(714) H2-5Ji)1 /)~ ~m CL ,ci,.,,(tll~ ll troYANA.SOUTHWORTif, R.c.E. 25827 EXPIES DEC. 31. 1989 DATE ; ' \ \ \ \ I ' / I / I \ \ I \ I \ I / / • \ \ \ I / I \ \ \ \ I I \ \ \ / \ I I I / I \ C? 1-w w :c en , .. ~ w z :i :c "' 0 "' I-+ < ... ::; - w w en CONSTRUCTION NOTES 0----CONSTRUCT 12" A.C.P., CLASS 200 WATER MAIN ~ CONSTRUCT 12" X 8" RT X RT X FLG TEE @-CONSTRUCT DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER STD.-517-L ©:::----CONSTRUCT MULTIPLE 2" WATER SRVICE INSTALLATIONS PER STD.-516-L ©-CONSTRUCT 2" WATER METER SERVICE INSTALLATIONS PER STD.-518-L ~ CONSTRUCT AIR AND VACUUM.RELEASE VALVE ASSEMBLY PER STD.-515-L (j)-CONSTRUCT 4" BLOW-OFF ASSEMBLY @::::--CONSTRUCT 12" MJ X M-.J BUTTERFLY VALVE @---CONSTRUCT 12" DUCTILE IRON PIPE CLASS 52 WITH POLYETHYLENE WRAP (8 MIL) @;:;:-CONSTRUCT 12" X 8" X MJ X MJ~FLG TEE @----12" RT 45° BEND @:::---12" RT 22 1/2° BEND @-12" MJ 45° BEND WITH RETAINER GLANDS @-==--12" MJ 22 1/2° BEND WITH RETAINER GLANDS @-CONSTRUCT 8" FLG X RT BUTTERFLY VALVE ~ CONSTRUCT 12" F.E X MJ ADAPTER ,:-;;,.®-CONSTRUCT THRUST BLOCKS PER STD-510-L ~ CONST. 8" RT X RT 90° BEND @ COl'l-$T. l2'x B' Fe x re: Ti=E @ Co,;67, 12' Ft= ~ RT ADAPT£R. (if> CON5T. /2."RTxFe 22_y.,_• BEND CENTERLINE BIKE PATH DATA 'ii rc, CITY OF NEWPORT BEACH BEARING/ DELTA N22-06-36E 44-37-51 N22-31-15W R (FEET) 70.00 L (FEET) 1.55 54 .53' 959.62 REMARKS SC TO Z5 FROM o/£ T:a 28. 73' OVERALL ))'iEWPOR.-T DUNES THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOA CONCEPT ANO ADHERENCE TO CITY STANDARDS OHLY. 1----+--+------------------r--""1 THE CITY IS NOT IJlESPOSIBLE FOIi 1---+-----:-f.===;:--,,,;-,.-;,c;,;e.,r-m~;;-n;--+---+•,,:!'J•'!••~•,•i~"C•~ ,iP1\ ~""~ •c~•~••c; BAYSIDE/ BACKBAY CONNECTOR 3M'\'18t A 5Hl1"TeD \2.1' WATGJi. 3-FR.On -j,;., ,1../{LLj PS~ ,-o A"'C>lD CoUl=L.!C:r W tTt➔ PooJe./L WNG, DATE BY DESCRIPTION REVISIONS APP'O. DESIGNED DS CHECKED A4 DRAWN RW DAJE I/I0/99 12" WATER MAINl'i!AY03lOBB CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 5 • • / I "" I I I I I I I " DIETERICH POST REORD!R NO. 113013 I I I I I I I ! I I ~ I I I I I I / V iii C I i I I I / I ' l I I I ! / 7 I I I UTILITIES DEPARTMENT GNATURE ~his, 01\TE / I I I I I I / / / I I I I I N■WPaRT CJUN■II 1311 BACKBAY DRIVE NEWPORT BEACH, CA I I / I I I ! I 1 , 40' ·, / I / / I I I / BIKE PATH / O' / I 1 40' GRAPHIC SCALE / I / I • 80' 120' ' I I I PLAHS PREPARED BY: COURTON AND ASSOCIATES 1400 QUAIL. SUITE 145 J NEWPORT BEACH, CA 92660 ~~~~~~~ <ruh1s2-A~12 ,n V0:-11-0-a • 0-. &1, 14'~ DONOVAN A. SOUTHWORTH, R.C.E. 25827 EXPIRES DEC. 31, 1189 DATE NOTE: HIGH VOLTAGE CROSSING VERIFY LOCATION AND DEPTH PRIOR TO ANY CONSTRUCTION-· l 1 t I CONSTRUCTION NOTES • I 0-CONSTRUCT 12" A.C.P., CLASS 200 WATER MAIN 0E:-CONSTRUCT 12" X 8" RT X RT X FLG TEE ©-CONSTRUCT DOUBLE CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER STD.-517-L ©::-CONSTRUCT MULTIPLE 2" \/ATER SRVICE INSTALLATIONS PER STD.-516-L ©-CONSTRUCT 2" \/ATER METER SERVICE INSTALLATIONS PER STD.-518-L @:::-CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER STD.-515-L ©--CONSTRUCT 4" BLOW-OFF ASSEMBLY ~ CONSTRUCT 12" MJ X HJ BUTTERFLY VALVE ©-CONSTRUCT 12" DUCTILE IRON PIPE CLASS 52 \/ITH POLYETHYLENE WRAP (8 MIL) @;::::--CONSTRUCT 12" X 8" X MJ X MJ•FLG TEE @-12" RT 45° BEND @';:--12" RT 22 1/2° BEND ®-12" MJ 45° BEND \/ITH RETAINER GLANDS ~ 12" MJ 22 1/2° BEND WITH RETAINER GLANDS @-CONSTRUCT 8" FLG X RT BUTTERFLY VALVE ~ CONSTRUCT 12" FE X MJ ADAPTER @-CONSTRUCT THRUST BLOCKS PER STD-510-L ~CONST. 8" RI X RI 90" BEND @ C(JNS1. /2. "x 8' F£ ~FE T££ ·@ CONST /2',ExRT ADAPTER @ co,.;sr. !Z'RTxFc '22Y•"f3€ND CENTERLINE BIKE PATH DATA l BEARING/ .P.ELTA R (FEET) L (FEET) REMARKS / / / 0€.FLEC.TE.P P1Pe. TO PASS J. CITY OF NEWPORT BEACH DS tiu,-...=.n .,.., ._..,._ r,,.., --- • ., ,. .J THIS PLAN IS $1GNED IIY THE CITY OF Tlt..AN,.\>O~c!D L..ATefl.A L.. • c-" NEWPORT BEACH FOR CONCEPT AND l_"1A._l.t:2:~r:i..._J•~ .. ~•JT"~ d•L=:i.:j l.l~•"lJ:-_:~~~?~'<~~J:1! "":L-=-~~-~-~&, •,~~~1 ADHIEAIEHCIE TO CITY STAND,t.lllDS ONLY. """' THE CITY IS HOT flESPOSIIILE FQR DESIGN ASSUMPTION51'/')f ACCUIIACY. ··-v,, V/'/2' Jf/1' 1-----+--+--------+---t ·c~~ ""// 3~ DATE BY DESCRIPTION APP'D, REVISIONS DESIGNED DRAWN OS Rw' CHECKED A4 DATE l//tJ/89 IAl 39-26-16 70.00 48.18, T= Z:5.09 lel 616.66 fcl 39-02-29 105.00 71 .55 T,, 37.23' , fol li22-:ii::1:Sw 959.62 OVERALL ( 'J)'rEWPOR,T DUNES BAYSIDE/ BACKBAY CONNECTOR 12" WATER MAfijOl8 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 5 -- --= .. ------ --- "_, ., -- -- = -_---- ~ .. '."'. :.::--~ -- --· • LM.IEN..H i'OSTREOftDER NO. 113013 ------ -'. -- --. I / / / _/ T __ ... _ L -- --·-. ---• .. ---........ -----· - ---• ··---r-- ---_--r-_ . ' - !'' l====I'-:-- :;~,=:: -_--' ----.. -. " ... .-···---I-- _:::..:..:.L I--...: --: .1 - + ----+--------.--- __,. ...--:_ _ _J ·ct-· . .. -- . -.• '-'--l--~-__ ... __ L.=-t -_;~ -___ ..,___ :=;----+,c< C ~ -C - -- -- ........... --:.... ..::· ---· 1:: ~ :· , .. :.:::, Ft =i -- ➔ -- -• lJ --~ -· -_1 -- ,__ __ --I---... " -- ~ •. -i---~ - -----:. - -· --__ -.........__,_ ____ ·-1----t------: .. \--- : -,-- ·-· - ---_. __ , ~-~ .. ::: .. : -- .r--.._ . ' , • D ·>"; - I :\ -'-== - - _-_---------== . i------:: . .:::::... I--- \ r 1 L., -__ --- \ t 0 Q. ... \ -f - - - -. --+ - _-. r--------1-.. -_....;: - • -··...--------t--:: ----- -----_+-:~::....1-----___ -r __ -. -1- - - -. -----, • -:. -=-=--" --- +-·----<-:· -.: -----1=:~ r +----t------.__ ------+--- ---;---+----_---+ ----Y-::-~--------<-------- >' \ UTILITIES DEPARTMENT 9 GNATURE 11l\~$E'l -" . . ---,~-----··:. -~---.• -- : __ -_ r----: .. :_ -= --. --- --,· - - -· --=f--:t---I-• • ; -------r-. ~--t-:·_---=--= :_ ~ -4 ----~ -------,---~--:-~-r ---± -·--~--·--' ---- ---::!,:.. - . ~ _ _:____;._ -.. 1....:_ -·.:..:...i .. -_::. 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" -. -• • ----------_+ --L ----·t=-.::t--_;--"-=+:-j::___ __ ::-= ~ -_.;__ --+---...........:.: - I '- . "'" r-. • -. t_ -_ ___ _:::_ -" • "'"""' ••I-• , ........... - +-t;::-- -r· •.. ~ I --· ----------- ,_c ---~ --• ---+-----... ---- -_ ___::r: +. .... " .. "' ----+-- " -- -~- ...... --1----+ _:_. -r -I-----·-;-· ----- -_-:1---+-- -' .... ; __::---II--l- t--. -- ---i---------~-•. ----~ -- ::J.. - -t--- f .---: "-:---: -----:-r-:: ' -----. --.----~ + --t- t-- ~: T ----r-~ --. --... ' - ~ -T. --r-• -------.-i·-" . ---- +--_ -j----. ----+-:r --- ·r ~ t-- ,_ . -, --- --+ -·: 1--- -f--- --_-I-- -' ---1-------+ -- - -. - . . : _____ --_-:..;. - ----. : ..: -..:..:. ---:t -~-- ·-=c--_- -1-' -.-·-:: -- ' --- ------- -=+---=+- -- --· ----" ------l ---,------' . -----p-------• 1----• t------1---f---p----+ --. - --" ---• ' -1--+-- ~ -/--.. --+---• . ;··~ _ _,. -_ 1------- --r::-.-. ---:=<·-' -: ·.::t:=::. -' - i-===-:-". -~-~-~= -- -"'"""' ,_, __ ,_,, • I-----· .: : .. ". ._..:i ·-. --.1 ..... -1 • -1--+----~ --j..._ .• ---=-~ .f ---1----1---.. ·1:_-1-_- _--1-_ • -i-_----'-----1-- ' --. --, -t - -I-.-+-- ---:c:.i ---+=-----• t-·r----·-t= """t -:-.;:-. : -r-------___ --.. .', --r----_-r--- _::_-__ -_ ----.. ------·-------+-••• -...... -" -...... • --1--• --L_---=L...... __ .:,_ + --.. ; -- ------.----3 F_ ·-=--. I _ __;_ __ ----~-. i ' --' --- : ----· -------L. -:-- --' " ;..:_-= --j' " -+-· • --+--- _ _,___ .. ;,_______:____,_ -_L_ ~ --t .. --__,__ ~ -+--.. CONSTRUCTION NOTES 0--CONSTRUCT 12" A.C.P., CLASS 200 WATER MAIN ®::::---CONSTRUCT 12" X 8" RT X RT X FLG TEE ©-CONSTRUCT DOUBl;E CHECK DETECTOR BACKFLOW PREVENTION ASSEMBLY PER STD.-517-L ®=-CONSTRUCT MULTIPLE 2" WATER SRVICE INSTALLATIONS PER STD.-516-L @-CONSTRUCT 2" WATER MJ,TER SERVICE INSTALLATIONS PER STD.-518-L @:::--CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER STD.-515-L 0-CONSTRUCT 4" BLOW-OFF ASSEMBLY ~ CONSTRUCT 12" MJ X l!IJ BUTTERFLY VALVE @-CONSTRUCT 12" DUCTILE IRON PIPE CLASS 52 WITH POLYETHYLENE WRAP (8 MIL) @;:::--CONSTRUCT 12" X 8" X MJ X MJ•FLG TEE @-12" RT 45' BEND @:=--12" RT 22 1/2' BEND ®-12" MJ 45° BEND WITH RETAINER GLANDS @-===--12" MJ 22 1/2' BEND WITH RETAINER GLANDS @-CONSTRUCT 8" FLG X RT BUTTERFLY VALVE @;:::-CONSTRUCT 12" FE X MJ ADAPTER @-CONSTRUCT THRUST BLOCKS PER STD-510-L ~ CONST. 8" RT X RT 90° BEND @ CONST. 12' xS' Fe ,,E Tc£ @ CONST !2'xF£ ,RT ADAPTER @ CtJNST. 12' RT -,. FE 2-Z !';, • Be/V.O 40' ·, o· 40' N■WPDRT DUN■■ 1311 BACKBAY DRIVE NEWPORT BEACH, CA GRAPHIC SCALE 80' --- --+---.t' _-= _·_----f -+ ----- --~ --- --· -. '. ---+ • -' -+---_;_-_ -E ,(;;,_~.;.•· • . --~ / .:-:-:-s.;;.~--. ~~-· PLANS PREPARED BV: -----------. --. t----_,__ 1---_--:r·.----~ --i-------:: .1 --__ I--" --_; -!------- ---'-- -1_---. .:.......... ' ·-·+---. -t _J__...c. -l-'-----. =t:::=::_ +---~'SIA -➔ .~.,;;_: __ .------· '---./2,! #.1:.;,~.,. , e ~,,_.,, • r. ; • .. ' J-\ '......s· ' '"' . . / . ... ' --" ~ ---.-- ----;----,-----' ·-+-..:--::r .• " • : !.. ~ -~-: _-_1··---l--_---~ / _ ___:.. __ 1•-_,..,! .. :t.= --_ :·:·:·--+ ------+---"' ' "·:-::t:: ---+-- --r. -- ------------_ "" -- -__ --•--· ___ ;_<-r==:;:=-- ____j_;: -:: . ----------r-__ .,.:,-- -------· -·-:.t-. • ---" -,--_: ~ ) ( ,. , / ~-- ·-+ -~t-.. ----_ - ---..:...:: --_..: --· ---+--·- ----+ --··•·· CENTERLINE l;lll<E PATH DATA BEARING/ R L REMARKS. DELTA (FEET) (FEET) [Bl N72-l3-41E 368.04 27-07-46 105.00 fol N80-38-33W 296.28 fEl 20-21-27 93.00 33.04 7:16. 70' N79-00-00E 33.46 CITY OF NEWPORT BEACH 1----------------------------------+----l----t---------------------;---1 THIS PLAN IS SIONEO BY THIE CITY Of ( NEWPOR.T :DUNES 120' .NEWPORT ■EACH FOIR CONCEPT ANO ADHERENCE TO CITY ITANDAflDS ONLY, J..---1-----f---------------------;----i THE CITY IS NOT fiESPOS18LE FOR COURTON AND ASSOCIATES ~~~M•!H'1·•0 •cc2;,; BAYSIDE/ BACKBA ~OJ l CONNECTOR . ' 1•00 QUAI,, SUITE U5 I----J--+---------------(----11 ( j. /,'t7/f/U, 3'~ H.H ~ Jff· NEWPORT BEACH, CA 92880 1---l---1------------------+---f~~•~ o • o• ~~N"'1~11huna!l~>l3~~g,-~~-:'.":::CL~c~1e:c1•-,,>~&~2-~&~1"'1~"'""""""'"---9~F:e:::--... B2.1lfS'LL ~-o_A_TE....J._e_v....J. ______ DE_s_c_R_1PT_1_D_N _____ _._w_P_·o_.+,;o:;-:Es:::D:cG;~EO=----t;o:c:RA-;R-::-w~ri..,, __ -1 = Ll CHECKED DATE cONOvAN ,._ soUTHwoRTH. R.c.e. 20021 c,-ne REVISIONS M ,, /,o/2·-EXPIIEs DEC. 310 1989 /, DJ WATER MAIN 12" CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 4 OF 5 • • • ... +---+----> ---. ---------::r--. . ---" ---' --............___ ----------:: ------------ - --·-f----.... -~-----,_ -·-::------. --_ . :-:-.... ·:::.. I=-----_-0-: -_ -~-~ ·:::. :-= 1 -- -~: -=-_~:---~- - -r--- -_ 1.--1--:: ------- -. --..........C..-.......... -... _-:_ ... I-· _..,... -- --+-------+--+ -- 1-- ---; - ----+--------~ :::r::=-- ·-t ---4 --I---1----_--.... -!--- - - ------------=r_- --.1--... ~---+---· --_--: t--- : .L • --~-. .:t . -. --------'---- I---~ I--·=--.-+-----_-.. 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I ! -~r---:1 '--f-. .!= .~-: m·, j '-_ ·1 •-_ -f r - + L . 1'." .•.----~-' --• -- I l . : + I t ' l .r ___ "_f - I I J-r i, ---r _--r:--------:- - :· _j:__·-:-. .r-:::- . -----~ .;_. ---_, + -- ·_..:_:·±~:: I:.:.: --_:-r __ -_.::t:_ ~.:t _-__ ... --- --~------= =:-: - ..:r:::·_ ct ----• + --1----- i --__ +=-:_ .... ··-,_::::::_·_ ··er---= ·_ --- ' + --- -L . . 1 - - -__ -:._;-_·t-·· +--- ..i._ __,__ .. ----- ----~-+-...;-•-I-± +---+--:--------r ~-~ t-.. -r--- -----t--::-:-:""...:-- --r---~ _---r----------l ~-- , -; c cf__ ; --- ,1= t:=:::±-_--~--.!~= -+ -1;:A--.,~--~ ---~_-=ct_:,_-"*::_:_ __ ' ----r - ffl -- +_ -1 l -- ------l--- -..I., .l. -: ----l=: ....;.._ ,---+-• -l--.. . r --__ ::i-_ t. =-+ _____.r:: ... -.;:.-• -:::.----~ ~---· -.---~-------!-- ·1 - -+. -- I • f---: ' - . .:::t-:-_ t·.-- ------1-__ -- - 1 -:. -_ - _,_ ' +--;.· ' ' -. .., -_____,___ --·- -:-· -t---~ -3: _:, __ :::~ ;--. ---1-= • ___,__ +---• - ·- -+ +. l. -' -.t, l i -1 t ' cc ! . . -+ cc • '-+ -1 + ' .. . t _.j ' l r --f--~ --;.,..r --7 ' • ·t _-.I--:: l -. • • I ----~ :i . -l- -r--.....:::;. .t-. 1-, I-: r ::r + .:: :· T -·,: :.:r ~ ---+---.., ---.I-- t ; -~--_; .T --~ -j ----~ ---+= j -1 --"---,_-_,_ ·-, _ ' --·-- ,. ' t - ' ._ - -::....t:....: ....._ ---+ ---t .L ' 1 --r.. 1 - - --···-·· -- . - -l-- 1 ' r -.l- __ :.J __ 1 f-' ' l t ! --f --i ! 1 --' 1 I -:- :... + 1 .... UTILITIES DEPARTMENT NEWP0FIT 0UN11!9 1311 BACKBAY DRIVE NEWPORT BEACH. CA 40' -, O' 40' GRAPHIC SCALE BO' 120' ' PLANS PREPARED BY: CONOVAN A.. SOUntWORTI-1,, R.c.E. 25927 EXPIES DEC. 31, 1889 i _, - --. ---· ---··-f----~. -~ ~.:.:.t:-~_-!-:: _-:~~ -... -----+- ., - ...,........ ---1----..... ..;.......-----r----=-T ---r-- :-·-t~--t-· .i-------+-- -- --L--,_-_---- ·:j_ ---------- -::;=--:::r::: + ' t• ~----4-=---· --+----' ' • . ----• -----+- -_z__ --i------ "-· --r =-~....:: ~-? --r=-~ ----_1 - .. t 4' . ; ~ t-----,:-_-+--!" e---,, ;; :1. ' -:. 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' ' ill C0NST.12",8' J:-/3;; J:-,F Tc£ Cotvsr. 12· xFc • RT ADAPr&R C:,,N5T-12• RT. Fe ~z y._ 0 BlfND -cc I f -1 \ I I I ·(mt ' I I I -~ ~::±·---- . -f---~ __ .::_£- ·=r- • ' a -~ l-' l - •• _-,:._____;_ ........:t _--- --1-------t-- -~ i .r ,-+CC--· ~-=---+ .. ---+---.:: __ --t--=+---•· -:---i------ - * : -:- ---- ,----... -· -----r----~ ·i:::--·· CONSTRUCTION NOTES ) ©-CONSTRUCT 12" A.C.P., CLASS 200 WATER MAIN ~ CONSTRUCT 12" X B" RT X RT X FLG TEE , @-CONSTRUCT DOUBLE CHECK DETECTOR BACKFLOII PREVENTION ASSEMBLY PER STD.-517-L , 0=-----CONSTRUCT MULTIPLE 2" I/ATER SRVICE INSTALLATIONS PER STD.-516-L @-CONSTRUCT 2" WATER METER SERVICE INSTALLATIONS PER STD.-518-L @:::---CONSTRUCT AIR AND VACUUM RELEASE VALVE ASSEMBLY PER STD.-515-L @-CONSTRUCT 4" BLOW-OFF ASSEMBLY _ @;::--CONSTRUCT 12" HJ X JII-.J BUTTERFLY VALVE • @-CONSTRUCT 12" DUCTILE IRON PIPE CLASS 52 I/ITH POLYETHYLENE I/RAP (8 MIL) @;::--CONSTRUCT 12" X 8" X MJ X MJxFLG TEE @--12" RT 45° BEND ~ 12" RT 22 1/2° BEND @-12" HJ 45° BEND I/ITH RETAINER GLANDS @-==-12" HJ 22 1/2° BEND WITH RETAINER GLANDS @-CONSTRUCT 8" FLG X RT BUTTERFLY VALVE ~ CONSTRUCT 12" FE X MJ ADAPTER ,:-;:..®-CONSTRUCT THRUST BLOCKS PER STD-510-L ~ CONST. 8" RT X RT 90° BEND CENTERL_INE BIKE PATH DATA BEARING/ R DELTA (FEET) IAl N59-45-30E fel 52-15-32 93.00 lc1 N07-29-58E fol 44-56-09 169.00 N52-26-07E m 19-47-34 169.00 L (FEET) 173.74 84.82 74.07 132.54 417.32 58.38 REMARKS r~ 29.48' CITY OF NEWPORT BEACH ~)'irEWPOR,T DUNES THIS PLAN II SIGNED IY THE CITY OF NEWPOAT BEACH FOIi CONCEPT AND ADHERENCE TO CITY ITANDAflDS ONLY. THE CITY IS NOT RESPOSIILE f'OII l-----l----+----------------------+---~~··;:,7y·?,'ii- BAYSIDE/ BACKBAY CONNECTOR 12" WATER MAff\{lt 0a• DESIGNEO DRAWN DS -RW DATE BY DESCRIPTION APP'D. REVISIONS CHECKED DATE M 1/10/99 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 5 OF 5