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HomeMy WebLinkAboutR_5677_S,, s . ! :c u cc w eI1 !ff ci ci > J ~ /;! ~ AIR-IS AVE. ORANGE z 0 f- COAST CITY OF COLLEGE CJ z ,-, f-z ::J :c COSTA ~ MESA ;:; I -> ~ -E LL 0 VICTORIA >-. f-,-, u ~ cc SCALE: 1" = 4400' SYMBOL LEGEND -0---POWER POLE (Q!SSMH SANITARY SEWER MANHOLE 'ti FIRE HYDRANT WM D---WATER METER BOX & SERVICE OGM GAS METER --VALVE POWER POLE ANCHOR 6 MONUMENT -x-x-x-FENCE BLOCKWALL 0 TREE 00 SHRUBBERY .LLL. ..I!,!,! ..£L£ ..LLL ASPHALT PAVEMENT : i ( " " :: : :;:::::::::: BRICKWALK I: I CONCRETE ~/////////a BUILDING ----EXISTING CONSTRUCTION -----PROPERTY LINE NEW CONSTRUCTION --i--CENTERLINE ----5----SEWER LINE -.. --w-----WATER LINE ---G---GAS LINE -E--POWER LINE -TEL-TELEPHONE LINE -· TV--CABLEVISION LINE -SP--SPRINKLER SYSTEM :CZ STREET LIGHT CJ SIGN (=·-·=1 GARAGE OPENING ,. l _____ J WINDOW * SPRINKLER BAKER OOANGE CO. FAIRGROUNDS :{ j ~ ® ,/ i CITY / OF ✓ IRVINE @. U.C.I. RD ' • I RRGElli"~~ DYAR□ 2. 5 \Vf2.. RESER.~ RD /l; !<," j ____ , ... ; ' J ,__ SAND ---, s i 7rlHI I CKIEINIIE[D) IE[D)GIE N,T.S, EMERGENCY TELEPHONE NUMBERS ~,i.o,Essra ".,~ WOLr~ $~2~:t.~ CALL TOLL FREE 1·800-422-4133 BEFORE YOU DIG AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION NUMBERS 634-0251 895-0221 611 644-3011 962-2411 xp. 12-31-9 CIVIi.. OF' CAL\~ 542-6222, AFTER 6:00 PM 542-3975 lOJ(CErPJN fFRlOJNT fFRlOJM 41TH APPROVED: N.T.S. 4'-s· 2' TYP. ,_, u . ' WORKS STREET sT~EET . ' DEPARTMENT E~[O) ~MPRlOJVEMENTS TlOJ SlOJTH STREET CONTRACT NOo 3001 VJJJzwV DIRECTOR OF PUBLIC TTORKS R.C.E. 16791 SEE SHEET 3 Oc, ~~ • 0. DATE: Oefokr 9 !99S' IO' 3'-4" 3'-4' I 1 1·-2· I ~~ SAND N . , N -.• l-~-1-......1--...L~-L_~_J_~_..t:::::+===ll=====IT~, . ~·_, ____ ,_·,_., ___ ,_, ____ ·_·4_· ___ :4_·_. ___ ··_· __ •~ ~ ~£§ ---JYP_. -~--·~--I 2' TYP. 1-5'-4" . NOTE: FOOTINGS SHALL BE FORMED ~u A ~u 11 ' IP [LAINl"f lE[Rl !BO)( APPROXIMATE SCALE: 1'=2' 1 2 3 4 CD 0 G) 0 ® ® 0 ® ® ® ® ® @ @ @ @ ® @ @) @) ® @ @ @ @ @ ® @ @) @) ® @ @ @ @ @ ® @ ® @ ® ® @) @ GlE:INJE~Al !NlOllE:S ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE 'STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION," 1994 EDITION. EXISTING UNDERGROUND UTILITIES ARE SHOrlN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION, AND ELEVATION IN THE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION. EXISTING SIGNS IN THE CONSTRUCTION AREA HILL BE REMOVED BY CITY FORCES. • ' SPRINKLER CONTROL WIRES WILL BE CONNECTED TO AND TESTED WITH THE SPRINKLER CONTROLLER IN THE SPRINKLER CONTROLL CABINET LOCATED AT 56TH STREET AND SEASHORE DRIVE. OO!NlSlRUCl~O!Nl !NlOllE:S REMOVE EXISTING ENCROACHING IMPROVEMENTS. CONSTRUCT PCC CURB, TYPE "B", PER C.N.B. STD-182-L, WITH 6" CURB FACE. REMOVE EXIST. ALLEY APPROACH AND CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD. -142-L, TYPE 'A". CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD. -163-L, X = 2'-6", l/2" LIP. INSTALL CROSS BROTHERS STAINLESS STEEL BACKFLOW PREVENTER SECURITY ENCLOSURE, MODEL BPSE 75.· CONSTRUCT 4' THICK P.C.C. SIDEWALK. CONSTRUCT 6' THICK P.C.C. LANDING. CONSTRUCT 6' THICK P.C.C. ROADWAY INSTALL 3/8' EXPANSION JOINT MATERIAL. CONSTRUCT P.C.C. THICKENED EDGE PER DETAIL "B" SHOWN HEREON. INSTAlL MULTIPLE TRUNK MEDITERANEAN FAN PALM TREE, 24" BOX. CONSTRUCT P.C.C. PLANTER PER DETAIL SHOWN HEREON AND FILL CELLS WITH MORTAR. ," ' INSTALL 10, I-GALLON TREE ALOE1SHRUBS PER PLANTER. REMOVE EXISTING INTERFERING PALM TREES. RESET EXISTING WATER VALVE COVER TO GRADE. INSTALL 6' <FE X MJ) RESILIENT WEDGE GATE VALVE. PROVIDE AND INSTALL PARKING METER POST PER CNB STD-920-L. INSTALL t4 REINFORCING BAR. INSTALL t4@ 16" ON CENTER AND GROUT IN PLACE. REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BEACH UTILITIES YARD AT 949 WEST 16TH STREET. INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF CNS STD. -500-L, FIRE H,Y□RANT SHALL BE JONES J-3700. REMOVE EXISTING WATER MAIN AN□ FITTINGS . INSTALL 6" PVC WATER MAIN (C-900, CL 200). CONSTRUCT 6" THICK P.C.C. DRIVEWAY. INSTALL TORO 500 SERIES SPRINKLER HEAD,. FLOOD BUBBLER PER DETAIL HEREON. INSTALL TORO 570 POP UP SPRINKLER HEAD WITH 4-EST, PER DETAIL SHOWN ON SHT. 4. INSTALL 3/4' SCHEDULE 40 P.V.C. IRRIGATION SYSTEM PER SHOWN ON SHT. 4. INSTALL GRISWALD DW SERIES 3/4-INCH ELECTRIC REMOTE CONTROL VALVE PER CONTROL VALVE PER DETAIL SHOWN ON SHT. 4. INSTALL GREEN H.D.P.E. IRRIGATION BOX, CARSON BROOKS NO. 1419, HITH LI□ MARKED 'IRRIGATION CONTROL VALVE". INSTALL 3/4' TYPE "K" COPPER TUBING. INSTALL STREET END SPRINKLER CONTROLLER WIRE, 14 GAUGE SINGLE-STRAND WITH 4-FOOT MINIMUM COVER. INSTALL 1• ELECTRICAL CONDUIT, WITH 12' SWEEPS,TO SPRINKLER CIRCUIT. INSTALL 1• WATER SERVICE PER CNB STD.-502-L. INSTALL FEBCO 3/4" REDUCED PRESSURE BACKFLOW PREVENTER (FEBCO 825 Y). INSTALL 3/4' COPPER TO P.V.C. ADAPTOR. INSTALL 1" ELECTRICAL CONDUIT, WITH 12' SWEEPS, FROM EXISTING POWER POLE TO EXISTING BEACH FRONT, UTILITY POLE FOR FUTURE TELEPHONE LINES. EXPOSE EXISTING SPRINKLER CONTROL WIRE FOR EACH STREET END. CONSTRUCT P.C.C. ENCLOSURE BASE. ENCLOSURE, MODEL BPSE 75. INSTALL I" PV( SCH 40 GRAY ELECTRICAL CONDUIT FOR TELEPHONE SERVICE 3' BELOW SUBGRRDE. INSTALL CONCRETE METER BOX PER CNS STD. -502-L. INSTALL 3' LONG B' P.V.C. PUP. INSTALL B' -(P.V.C. X C.I.P. i-TRANSITION COUPLING. INSTALL CONCRETE METER BOX BROOKS 17 OR H&C t437 OR J&R iW 4 l/2 TO GRADE, LID SHALL BE UNMARKED. INSTALL CEMENT MORTAR LINED 6" MJ x 6' FJ DUCTILE IRON TEE WITH THRUST BLOCK PER CNB STD.-510-L-A. 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' ~-----t------+------t------+------t--------------------+-------------------+----ru~-----+------+------------+------+------------------------1 z: •Z ~ ~ ti---a,-"' z "',----+-------+----~ -~ ---+-----+---------------------+------------------+-----m □ .-----+------+----u e5ti, ---+-----f-------------------------1 c.oa: . -....., +ZN CD L,Jl-l •...J lf'1 ~ X CDCI: • X 1---------------~---f------a, .,,1--ru --+------'-----"' -w ---:,------i---------~------------i----------~---------i------' Lf1 ----+----"-w--c-----+------------------------1 en • + + M K -<..,_~ • tsl+ r,,_ --\'v 1-------------------t-----[ija§ en, __ m -r-----';\: ---~ f---~--~"-J ~\,,,-:"-----+---------------------+-------------------+-----ffi en I i z lo', ,v. -----t----------------------1 m o \<t,·{l -1,C) _________ _ m 8 \<I)•<:,'<> -1,0, ,___ ______ ELEV. 12. 00 s _ _ _ f---...,_\<I)~ °'"'l.,'_""_-_ -_ -_ -_---++-------=EL=E~v..:.. --=-12=-:_. 0=-0=-------------4-----------=EL=E..:.v.:... ~12:..:..:. ~=-=---+-/4✓~::q:--~-t--==-as~-~-Ll,;-=_;;;;;_;;;;;_ -i-~~~~~l.J,..., ~-"'~"' ""----t--- \ \ •"'":,"'! ,s'~Jv~:::/~~~-~-J--~-~-S==~--0~-~02~2~f=:-~-,::=~-;--~-~-;-)\~.;:::. 4~~,'~,,~<i>t'.l-~-====t=== s=-0.0031 , ,s_-0.0040 '-,\Q>_· +------+----------------------1 10.00 ---+-,\\·~<o"¾'-' 'l,,,~ .__c.,7,, ~, 10.00 ------------+-------------10.~ ---+\-\~:,,,\s ~\\,,/ / ""'\y/I ~<o".-\.,-/-,✓"-/-f---,_,,-"l-·\/ 9_16, ---+------1---- ELEV. 12.1ml 10.00 1------------1--------f---,,vn_,!l> ,,.~.ro~, Q)<t,·,<)'"'"--+--• • • \" "," ,Y ,~ vG., ,,-o, ,, ~ ,, "',' \•<:,Q>,, <t, -9 35' '-,);.'f>'l:v ,\;.:<,"'~, \'\,:'.f>/ ,'ll·<o'Y" ,__ _______ NORTHERLY ,FL ' ',,\ • \s,,.r ~,, • NORTHERLY FL +: ---------+---------NORTHERLY FL-+---~v·7----1-\~ \'l-·---,'"v-. 1'~1/----+---,--+----+--'-- . . NORTHERLY FL . ' (.D~ N~ . z .z o-------------------t----~d-----1------+-----------t------1--------------------+------------------+------,,,1~-----t-------+-----t-------+-----t------------------------1 +z ,.,C.D +z 1-------------------1-----a, a:'° ----1-------+-----w 1-------f------f---------------------f-------------------+----CDU: rul-----t------f------t--~---f------t------------------------1 _J II) ISi -~ ~ _J ~ ('I') I- • CSJ ---ru --1-------j-----+ ----+-------+-------------------+--------------------!-----• ""•-----+-----C"l ______ , a,Z ___ -+------t-----------------------1 + + ■ _J ~ +·-+ t-1 1!i m __ en ~ ----~ m ~ ---+-----+--------------------+-------------------+-----°'1 en. ~ : en LZ-~-x:,1 t-,; 1---------ELEV 12 00 "' ~-,.,_'1-~~' ELEV 12 ~"' ELEV 12 ~ ------~ '_,<i)~'Q)_· ___ -+--_ ELEV. 12.~"' ________ _, ' ' -+----\-,_-' ~ __ ,_-"S=-0.0248 <I) 0 v~ -----+--• •"'ZJ -------------+-----------• ,IUZJ -t----_-=/-'e"~~~~".:=======~=~~-1/-{p-:-:-~--..,,.,,--;,,:-~-::-::-~-*:;;...~;;£.~~J_jyi✓~~+--:-------:~--==_:_...:..::..:..:"'::.!J=----------~-~ -, -\ ·,,_'l, ---, __ 5=-_0_,9074 1-------------------t--:\ S \(!)·'-+-------11------------------------+-------------------t---\S ----- --+_\'c-'.l)\:',,,,,.'):✓--""""' ,s , - - -'-'-'l,,'l-_ \"/ / / / -10.021 ,\ ,y -;;,y ~ ,a""'<s-;;__ 10.021------------+-----------10.02)--+c,'I,,• 3/ ~\" , ~ ~ ""---+-----+----10.021 °' ,<'·" "" ,---+------+-------------------+-------------------+--\'-;,;·----+-, , "'v ~ ----1------+----------------------1 \.\ ,v <, 1.\ \ <,_ CD D-----------CENTERLINE--+----+-----+--~--+--,,<ll~\\,,'"' "'---+-----t---CENTERLINE-----------+f----------CENTERLINE -+-----+-~----+-,\ ---+--, . <:,'<> -~ ---+------1--CENTERLINE ------------1 'i: 0 ' • \. ~ <t,· 1----------------~--1-------+------l-------+---~,<b· 'l-"'-"' ---+------1---------1----------------t-----------1------------+-------ll-------+----~-f----'-' --r------j-------r-----------------------1 i.._\.<b· ~ • 1------------------f-------+------f-------+-----'----"'----+------+---------------------+-------------------+-------11----------+------1-------+-------11----------+----------------------1 ru~ o------------------t----~"'=~'a------+------1------------1-------+---------------------11--------------------+-----oo~-----+-------+-----+-------+-----+------------------------1 ,z mo 1-------------------1------CD-u, -----j-------j------------j------+---------------------jf--------------------+----+ Z -----+-----j-------+-~~--+-------+---------------~-----1 01A. coa:ru +ZLn _j 1-------------------+-----rocr: ~ ITT -----+------+------+-_j + • cs;) C') IS:) (Tl Cl:'.'. 0:'.'.1-~+ ru tnX ~ UWUl mm -------------------1---------"' --+ -+-----+, ------x--+-'\c.,----+-------------------+---------------------+----------+------+ c:l 01 ml.J... (Tl w i,<o ~'\...- "' u "' (D ,.,. . "" . "' ru + a, °' 1----[J) t;l -Q_ '\(, ~-,<I:,•"°' "-o, ____ -_-_,-o------z-,<t,• 1,\ '\0--,-------------------,------------------i----:---::::io+--o·----i--------i 1-----------ELEV. 12.00-+-----;,"l--o--~· --1-c-1-~~~0.0227_~ ~----;!; g-\~:i-~\ ,"'---+--ELEV. 12.021------------+----------ELEV. 12.021--+-<,<I) ~\s1 -/1·:,..7~::_~---~.~-:-7s=~-~0-:02~3~9=~~;-~;¥··p-§~:U:t~LJ~~~~===~=-~~~~~!_============I J ~s --7'jE~/=j=~==='.~~-=-=-==~~i ..... k ',\,. \°1-·'1-<,\'\c.,.,., / -5=~0.0111--_ 10.00---+\'c-·'l>~c., ~·,.<:,~/ ----------t-------+---10.e21------------1----------10.021 ,\'l,:q_,,,v 'l-"':Y."'--+-,<-'\\,, / ,C., v a, + a, z~<i) ~\, g ,<l)•,<t, ~\, ELEV. 12;00 '-'<i)<t~°' '-' 1-------------------e-\!'>~<I)\'-'_ ,y~",<:,~\'----+--, '\\\,,1/'/-+-----,.,---->/C/----:c-::-:-+-------11----------------r-----..J...-----,--------------j--'-•,,,_V", __ -+-\~~~ J_!l)'--+\\•'O~X, ~l / 'i,<i) \\.<\,, __ -----+------+----------------------0 ,, ~ ,, 0 :v -~ -.__c., --6.66• PROFILE sr-ALE , ,,.\:o ,(, v ,Q)-'(":> 9)' 10.00 -6.66' ______ • ____ SOUTHERL y FL -+--\•7'":___--i-:1_'-" • ,\j,'.<>" 'l-' '-+---","> \'v O -----f--------+-SOUTHERL y FL -------I ll, SOUTHERL y FL +------1· f------+-'-' 4(), ~,r-V•--+--'~(<ll:0--i---------jt------a-- ' 1_'-'. °'~<b~'.o\~'~0------+-------1--------------1 HORI Z: 1 11 =20' 1--------------11---------+------+--'~' <t,,7, ,Y __ +------+-------+-----1-----------------------1 . SOUTHERLY FL - '-' (!)· 0-------------~, ,+---+-----+------+----+--/'-\ -----+-----+-------,---; ------1 VERT: 111 =4' ffiOlECT EX. m.L IN PLfl:E 13 12 0-REMOVE EXISTING ENCROACHING IMPROVEMENTS. 9+00 ®--CONSTRUCT p:·c.c. CURB, TYPE "B', PER CNB STD.-182-L HITH 6' CURB FACE. ©-REMOVE EXIST. ALLEY APPROACH AND CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD. -142-L, TYPE 'A". 0--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE PORTIONS OF CNB STD.-163-L, X = 2'-6', l/2' LIP. ©-CONSTRUCT 4" THICK P.C.C. SIDEHALK. 0--CONSTRUCT 6' THICK P.C.C. LANDING. ©--CONSTRUCT 6" THICK P.C.C. ROADHAY. ®--INSTALL 3/ll' EXPANSION JOINT MATERIAL. (@)--CONSTRUCT P.C.C. THICKENED EDGE PER DETAIL 'B" SHOWN ON SHEET I. 9+50 CURB DATA R=5' L=9.35' A=l07°07'43" T=6.77' 10+00 L. q, ®--INSTALL MULTIPLE TRUNK MEDITERRNEAN FAN PALM TREE, 24' BOX. .. , @-INSTALL P.C.C. PLANTER PER DETAIL 'A' SHOWN ON SHEET 1 AND FILL CELLS WITH MORTAR. @-INSTALL 10, I-GALLON TREE ALOE SHRUBS PER PLANTER. @--REMOVE EX.ISTING INTERFERING PALM TREES. @--RESET EXISTING HATER VALVE COVER TO GRADE. .@-PROVIDE AND INSTALL PARKING METER POST PER CNB STD.-920-L. @--INSTALL l" PVC SCH 40 GRAY ELECTRICAL CONDUIT FOR TELEPHONE SERVICE 3' BELOW SUBGRADE. . @---INSTALL CONCRETE METER BOX, BROOKS i7 OR H&C i437 OR J&R iW 4 l/2 TO GRADE, LID SHALL BE UNMARKED. BM: NB2 7-77 1976 ADJ YR 1985 LEVEL YR EL 6,584 ) PROTECT EX. PILASTER IN PLACE. TELEPHONE LINE TO EE INSTALLED BY OTHERS 13 9+00 9+50 10+00 REF: ATLAS ES R-5077-S FB 523 SHT II & 13 0.---1---+----------. ___ __, _ ___,RP~dl PUBLIC WORKS DIRECTOR R.C.E. NO, 16791 DATE /f}-9-~S" I BM: NB2 7-77 1976 ADJ YR 1985 LEVEL YR EL 6.584 TBM: CHIS 't' 48th ST 5' 5-E'LY OF ST. LITE EL 10.995 C-3001 STREET IMPROVEMENTS 47th & 48th STREET FROM SEASHORE DR. TO OCEAN FRONT DESCRIPTION RPP'O. DESIGNED SL DRRHN ML IC i l1f OF NIE~PORl BIE1111CH R-5677-S 1----'---'----~---------'---~~--=CJ=~---=-i DATE BY REVISIONS CHECKED DATE JH 9 Oct 1955 'PUBLIC WORKS DEPARTMENT SHEET 2 OF 4 ~·· I , -s I I ~ ~ ~ e , • ~ ~ 0 -s • 0 " " 0 I I ~ • ~ s - 'ii 0 " " > D ~ 0 D 0 ~ w < z C " ~ TI 0 " " > D TI ~ D 0 m D w < z C " ~ D 8 " > TI ~ 0 D 0 ~ w < z !, z C 'jj ;;:;: ,; z '" OJ 0 m > JJ r ~ 0 D z > n i; z I 0 0 r □ JJ 0 ~ 0 D n 0 D ~ z 0 G) z z C 'jj $ 5 z !" OJ 0 m > JJ C ' 0 TI 2 ► ("~l-l .• -~ ) '9• •• J n .. -:,.,<: n i; 2 I 0 0 r □ JJ 0 0 ~ D n 0 D ~ z 0 G) z z C ~ ;;:;: ,; z _m OJ n m ► JJ C m 0 D z ;:; n i; z I 0 0 r 0 Il 0 ~ 0 TI n 0 TI ~ z 0 G) z .. t-------------t------+-----t-------+-----1-------+-----1--------------------------+-------------------\------l----:~--+------l------+--------I------+--------------------~ 5~--+------+---------------------1 m~ m~ t-------------j-------+-~Z-----\------l--------\------l--------\-------------------------1---------------------l-------1---~ r------t------~ J;S _J ~ , -----~ w ~ C, ~ ~~v-----+----------------------' ~1~'c,, 1--------------t------+-5 e5 e5 ~ '\(.. ~ di .-. LI; [?;i ;#-C, -en to D:1 u.l ~ ~<b ~'v. i:c ;,; + <l> 0,.\ ~ 0 ,"' ~ ~ ----+--ELEV. 12.021-------------1 · -----\------'------en w--,<!>-i\ '\o----,1----------------------------l---------------------\------l----+ en ' 05' - ELEV. 12.00-1------+---~-~-_-__ -_+-__ -_-_-__ -_-_-_--1------i ~~ ~'.o~ '\,,"-'---1-ELEV. 12.00 ----------------..J-------------ELEV. 12.09-.1..-----...l--c,---~' -s-=-:0.02'1·0~~--. -L ,,~,<t·_ en -S=-0.002[ --··, -\,<!>· 'o<b 1 '-~f ~ "~ ;· j / '- 1 />""":.=i,j:::=::::::=='ii:::"===~~.,,,,J,•-¥~~1-----1--. '.t· "' ,;; 0 • ,\ :\,'-i ,:r I/ 1-------0.00 __ _,_ ____ lo <._\,,,c,,--7 '-+----,/-+---~ I/ ------10.09-----------_---------jl---------------10.00 ---+-----\_,'c~~,:};-"-»P' "-"c, '<;~c, 7.85" 10.00 -_-------------! ,'\~} ,s_v, iv/ i,· 2-. ,~,-;. ~tJJ" ~ <,_'v ,f:, ,.,-/.J....-1'e=""'----l-'------1-------__:__------------''----l , , ',_"· "-7 , ,_ ~ ·. 7.86' ,7 V >" o, ,:v <(;, ,v;/ NORTHERLY FL -1----,'-<t~0 -,,,,,,'?/f_-+--,· °'.'__,_ __ h'0,,__c,•, NORTHERLY FL--~.-------------<>--------~.--NORTHERLY FS · ','"0-:-,-~--.,,--.-tlb"ii,-1--------,----+--c:, NORTHERLY FS t------------'----1------'~-,---..;, -' -",t> I>, <;:-' '-• ,· ,'-l-------+-------,-------~-------------1 \.__' '-.._ ~q)-1:6'1; ', "' l----------~--t-----~-----1-------+--..... ~(b-'-' '--0 . . . . . . . . . . ' r--. '-" -z ' ' +~ en §al ..,. l-l-------------t------l---~ ~---+------!------+-----+------+-------------------------1--------------------1------I----~~---+-----+---------------------1 +-m_J a: _J • N 0,,: N "' + en 1-------------t------+-en __,~---'------...!------'--~ § m U---c,,, ,., r_ ~ r-,...+ , • <;_..)" "' a, __J--'v"'c,,-----+------------------------1----------------------1--------lf----t------+-+ ---9>~/-------1-----------------------1 _-A en + "-',, 'vG en en el ,<t>J" ELEV. 12.021--+-----+---~ iii---1-------1------" i en, ~,y,o..,'-____ __,_ ELEV. 12.021 ________________ ,____________ s~-0.0341+-/7 --+-----+ ELEV. 12.00 -------------1 t===========-~1~0~.0~21;=--=-~t=-=-=-=-=-=-=-j~;"--/~--~1~-=:.__::-/--t~:====s~-~0~·0~0~2''~-;;-;-;-~-~-i-bC~~-~'----<t,:-·1-=-=-=-=-=-=-=-=-~t=-10-_-0-21-----------------l-----------------l------l-----JY--~/°',."v,,,_/_-_-~---:r_-~--g ------t---------,1----10.021-------------I ELEV. 12.021 "-" -7-- <o"> ,,'y" ';>)y-<,," <,_0/ 0/ <,_0 I I u .v ' t-------------1-----,'\,Y-J-.i, -./--1----'<7--1---'., ~ ~-c-1---t-----+-------------------------f-------------------.J------+-__:___---+-------!------+---------~-----------! 10. 021 ~-~ , o/ ,<t,· ~'?' '\' ~0 ,<t·" '.>' 0., (;;' c? o/ ~ ,_ _____ CENTERLINE--+------+, --:;,~· ~-<t· ,~,<t ~,t, """" ~ ---!-------+-CENTERLINE ----------------+-------------.t ---+-----+--CENTERLINE-------------" \.__ 0 <t,·(b· ~ ..... f ',. r,... • ~-..._; ·rs.,•CS;J• CD ---+-------11------------~--------------f---------'------------+-----+-------+-'------+-------+-----+-------+-'--------------------I CENTERLINE \.._ ...... ..... + . . • • ~ "' - "-~ t----~--------t------+------1------+--------11------+-------11---------------------------+---------------------+-----+---+~--+-----+------l------+-------!---------------------I "' §al i-------------1------+---,----t-------+-------11-------+-------11---------------------------l---------------------\-----+---__,~ --+-----+-----+~----+------+------------~-------I m '-" ~z ru ~~ l-------------1-------l--+----+------/------+~-~---l------+-------------------------1---------------------1-------1----N ·~ m ~ a::: a::: r ffi &J LI; ~ a::: a::: ~ "\~~ 0 1-------------1-------+-s "',--1-------+-=M~----l ~ ~ ~-__J ~I " ,___ f-------+-ffi J; ----i ~ t1 ~ -~~:-~ \V---+------------------------1 • +1--1-------1 "'1------j--: c;:'.i_ <b~~<b '~c...',,---+-------------------------1--------------------+-----+------c't-'-o--c+--~--+-&.t en c5_,v<t)·\·c_., ___ ,1-__________________ __, ill m "i' en z '<t· <o <,_'--~ • ---.S•:0.0225 '+ 2 '-' <t,· ELEV. 12.00-+--~---+--~· "·-----. ------------en, __ ___,i g-~---"'::c<t ELEV. 12.~ -------------1---------ELEV. 12.0'.11--1--------"-~~i=-~~:z ✓t::~~r;:::tenllg~j'-="===±=-EL~E~V~--·~2~-~0~0~=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-j t-------------f-----+:---.,,:;.._',---l-,-:c-,,-nn,;,.--I' 1----l-,v _____ f-------------------------+---------------------1------l-0 -'\C, / / 1 --- 10 {6'.?) ----+----~ 6 ,",s\, ~=::1==s-=-=0=. 0~0~20::::;:4:::j' 5:::-==-~~-~-¾,=;;:,:·:.:.1., 4'.:-_:-.:__---;;-:..::.:--1--------1---~ 0,," __ --1-\,\\\ ~~"'\.c,-:..s--+;/-/_,1; ____ -/ ~ ~ • • • \'::r>"<t ~'\'-< ,,_7 <o"~v' ~1 / 7_85• 10.e21 ------------------+------------10.021----+-------l-'~v \°1·$~ ,, ,s_<..,,/ 1_05• ---l------l---10.00---------------' ,,<!>· <l,'!l~ -,If~, ~-; , <.. / ,\• -Re -~"·,v--J-___1:,c=:',:L __ _j._ ____ -J-____________ ~--------' ...------SOUTHERLY FL -+-----+S-.:.""·-~:_,,?'---f----'.--'-'v.,~'-'",,__<t_:1"1---,q,~.<~-----+-------1-SOUTHERLY FL PROFILE SCALE 1------SOUTHERLY FS -_,<'?_,,,,"-,:.~<.<t:-""'--+-------jt-------+-SOUTHERLY FS • ~ c~<I,/ <t,• '1, ,!:':, ' > > I-------------+------+-----+---!$>._~"/ -..;~---<t~f-+------1------1-------------------l HORIZ: 1 "=20' 1----~----------1------1-----+----···'Y, -t--'----t------1------1--------------------11 l-------------,,.0 -1------1--------+--~'lf--+---'--0 ---+-----.J------+----------+------------J 1 II =4, l----<--------------t------+------!------l-------l------+-----+---------------------11 ) / VERT: ; ,-, ( I u ac w CJ p u z ac -u, -' CJ ::, 0. ) IF--~ 01 l!d:::: ~ ~ oc w LI 01 X w 9+00 EX, BLOCK STEPS 0--REMOVE EXISTING ENCROACHING IMPROVEMENTS. 9+50 Sl[R[E[El 0--CONSTRUCT P. C. C. CURB, TYPE "B' , PER CNB STD. 182-L WITH 6 " CURB FACE. ®--REMOVE EXIST. ALLEY APPROACH AND CONSTRUCT 6' THICK P.C.C. ALLEY APPROACH PER APPLICABLE PORTIONS OF CNB STD. -142-L, TYPE 'A". ©--CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH TYPE II, PER APPLICABLE ·' PORTIONS OF CNB STD.-163-L, X = 2'-6", 1/2" LIP. ' ©--CONSTRUCT 4" THICK P.C.C. SIDEWALK. ®--CONSTRUCT 6" THICK P.C.C. LANDING. ©--CONSTRUCT 6" THICK P.C.C. ROADWAY. ©--INSTALL 3/8" EXPANSION JOINT MATERIAL. ®--CONSTRUCT P.C.C. THICK_ENED EDGE PER DETAIL 'B" SHOWN ON SHEET I. ®-INSTALL MULTIPLE TRUNK MEDITERANERN FAN PALM TREE, 24" BOX. @-INSTALL P.C.C. PLANTER PER DETAIL "A" SHOWN ON SHEET 1 AND FILL CELLS WITH MORTAR. @--INSTALL 10, I-GALLON TREE ALOE SHRUBS PER PLANTER. 10+00 SEfRlSHORIE IOR. c;j X w c;j BM: 54-W-766 EL 7 .674' 1976 ADJ 1981 LEVEL YR. @---REMOVE EXISTING INTERFERING PALM TREES. @--RESET EXISTING WATER VALVE COVER TO GRADE, @--INSTALL 6" (FE X MJ) RESILIENT WEDGE GATE VALVE. @-PROVIDE AND INSTALL PARKING METER POST PER CNB STD,-920-L. ©--REMOVE AND SALVAGE EXISTING FIRE HYDRANT, RETURN TO NEWPORT BEACH UTITLITIES YARD AT 949 WEST 16TH STREET. @--INSTALL NEW FIRE HYDRANT PER APPLICABLE PORTIONS OF CNB STD. -500-L, FIRE HYDRANT SHALL BE JONES J-3700. @-REMOVE EXISTING WATER MAIN AND FITTINGS. @--INSTALL 6" PVC WATER MAIN (C900, CL 200). @-CONSTRUCT 6" THICK PCC DRIVEWAY. ®-IN°STALL 3' LONG 8" P.V.C. PUP. @---INSTALL 8" (P.V.C. X C.I.P.l TRANSITION COUPLING. @--INSTALL CEMENT MORTAR LINED 6"MJ x 6"FJ DUCTILE IRON TEE WITH THRUST BLOCK PER CNB STD.-510-L-A. · 44 \ 22/ 41 "' 42 ' ~ u 00 □ ( c-~ I 01 u ac ~ w CJ p l!ab. z u ac -u, -' ~ CJ ::, oc Q_ ) w LI 0 9+00 13 12 PROTECT EX. l-/l1LL IN PLACE- 9+50 CURVE DATA R=S' L=7.85' ll.=90" 00'00" T=S' 50th SlR[E[El REF: ATLAS E5 R-5077-S. FB 523 SHT 56-57 10+00 S!EfRlSHO~IE IJJRIVIE 40' I 10' • 10' 16' ' 4, ---' ' I I 17' ' ' ' ' ' ' ' I ' ' ' ' I J ' ' ' ' Q_ Q_ u, -u u > ac '" . 00 ro w x X w w x w BM: 54-W-766 EL 7.674' 1976 ADJ 1981 LEVEL YR. ·' C-3001 APPROVED ~ l---+--+------+----1 ~-'Y'}/J, C ~ . STREET Ir.1PROffl1ENTS 49th & 50th STREET FROM SEASHORE DR. TO OCEAN FRONT PUBLIC WORKS DIRECTOR R.C.E. NO. 16791 DATE I0 •9-')'[ 1--DR_TE_l__BY_c.__~ __ □_ES_CR_IP_T_IO_N ____ __j_R_PP_'_D.+D=ES=IG=N~ED-~SL+DR=RW~N-~=.iML CITY OF NEWPORT ~EACH R-5677-S CHECKED DATE PUBLIC WORKS DEPARTMENT REVISIONS JN 9 Oct 1995 SHEET 3 OF 4 e a D " 0 " " ~ " '.§ • < D z !" 2, n ,, r ~ ·o D z ~ . ' I ' ~ ,; z I 0 r 0 s ~ n D 0 ~ D ~ 0 ~ ~ g 0 ra ~ e < z 6 C 2 < -~ • D 0 " " ~ , ~ • 5 D z rn n ,, C rn 0 D z > I, ' I, I a ,; z I 0 r 0 TI n 0 0 TI ~ D g 0 a C ~ < z 6 C z < • z C $ OJ rn ]J 0 JJ ~ z G) z C $ OJ rn ]J =2~1) 0 "(JJD '{~ 1;;,, 1 ., ~v ) ""'~ 'v a r: /;r:;. -:>· 0 ]J ~ z G) z C $ OJ rn ]J 0 JJ ~ z G'l I 1 · A,. ~ · .. : ::. : ~: , ..... ..... ·.·' :.:1 ..... ···~·::.:: FINISH GRADE 25 26 TORO 570 HI 4-EST FOR RAISED•PLRNTER AND TORO 500 SERIES FLOOD BUBRJ:R FOR TREE WELL . • PVC SCH. 80 RISER FINISH GRADE TORO 570 HI 4-EST FOR RAISED PLANTER AND TORO 500 SERIES FLOOD BUBBLER FOR PVC SCH. 80 RISER 27 PVC SCH. 80 RISER PVC SCH. 40 TEE OR ELL PVC SCH. 80 RISER PVC SCH. 40 TEE OR ELL IEIIIID VI IEW N.T.S. 5 REDUCED PRESSURE BRCKFLOH PREVENTER ASSEMBLY WITH BALL VALVES AND TESTCOCKS (FEBCO 825Y 3/4") BRASS RISERS --J-:~4JJ SIZE RS REO. PVC FEMALE ADAPTER --1::::::::::::j:::fll 34 27!--- N.T.S. ®-INSTALL CROSS BROTHERS STAINLESS STEEL BRCKFLOW PREVENTER SECURITY ENCLOSURE, MODEL BPSE 75. , 38 @--INSTALL TORO 500 SERIES SPRINKLER HERD, FLOOD BUBBLER PER DETAIL HEREON. @--, INSTALL TORO 570 POP UP SPRINKLER HEAD WITH 4-EST, • PER DETAIL HEREON. ®-INSTALL 3/4' SCHEDULE 40 P.V.C. IRRIGATION SYSTEM PER DETAIL HEREON. @--INSTALL GRISWALD DH SERIES 3/4-INCH ELECTRIC REMOTE CONTROL VALVE PER CONTROL VALVE PER DETAIL HEREON. @--INSTALL GREEN H.D.P.E. IRRIGATION BOX, CARSON BROOKS NO. 1419, WITH LID MARKED "IRRIGATION CONTROL VALVE". ®-INSTALL 3/4" TYPE "K" COPPER TUBING. ®-INSTALL STREET END SPRINKLER CONTROLLER HIRE,--14 GAUGE---- SINGLE-STRAND WITH 4-FOOT MINIMUM COVER. @--INSTALL 1" ELECTRICAL CONDUIT, HITH 12" SHEEPS,TO SPRINKLER CIRCUIT. @--INSTALL !-INCH HATER SERVICE PER CNB STD -502-L. @--INSTALL FEBCO 3/4" REDUCED PRESSURE BRCKFLOH PREVENTER CFEBCO 825 Y). , @---INSTALL 314-INCH COPPER TO P.V.C. ADAPTOR. ®---INSTALL I" ELECTRICAL CONDUIT, WITH 12' SWEEPS, FROM EXISTING . POWER POLE TO EXISTING BERCH FRONT, UTILITY POLE FOR FUTURE TELEPHONE LINES. ®--EXPOSE EXISTING SPRINKLER CONTROL WIRE FOR EACH STREET END. ®---CONSTRUCT PCC ENCLOSURE BASE. ENCLOSURE, MODEL BPSE 75. ~ INSTALL CONCRETE METER BOX PER CNB STD-502-L. . • 37 §;! a: ~~ I I I • L _________ ~l . lf1 . .,,. 30 \ 26~~~~·~ I/ ' .~ 31 18' TYP N.T.S. SlrRIEIEl' \ \ ro X w ro X w .. 40' ' 11 w ' ~ ' ' ' I 10+00 '-) (i_lNT.'- ' ' ' ' ,;i.o,Essra IO~ WOLrl;?, ~( \f--1 . ' [ No. 22695 xp. 12-31-9 CIVI\. FINISH GRADE "SNRP-TITE" ELECTRICAL CONNECTORS . "4:·. PVC SCH. 40 MALE ADAPTOR (2 REOUIRF;Dl PVC SCH. ~0 NIPPLE I E-< z o• ~ i::,:.. ~· ~ u., 01 s~ ' "---! @Y REF.: FB 523 SHT 11, 13, 56, 57, 58, 62, 65 DATE EY DESCRIPTION R E V I s I 0 N 29 28 N.T.S. RPP'D, s •• :;, 4.· ... : i/ CONTROL VALVE 4 •. :.,:4 ···••.: .4: . 0 ONE CUBIC FOOT 314" CRUSHED ROCK . • APPR<iJJRco.JJL PUBLIC HORKS DIRECTOR R.C.E. NO. 16791 ORTE L0.-~9~ DESIGNED DRAWN SL ML CHECKED DATE m 27 Se 1995 40' I ~ 16' I w C-3001 OCEAN FRONT STREET END IRRIGATION PLANS 47TH ST., 48TH ST., 49TH ST., 50TH ST. CITY OF NEWPORT BEACH R-5677-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 4 I I ~ ~ ~ 0 • ' " " , I e ~ -s ~ a -" j ' ~ " D ' , > " ~ 0 " 0 ~ • < z C " • m D D ' " > D D 0 0 0 ~ w < z C ' ~ D s c• > TI 8 D ~ " • < z C ii. z C ,; ~ < z "' m n m > :0 r s 0 ~ 2 ► ' ~ z I 0 0 r 0 :0 n ~ □ ' ' □ ! z 0 GJ z z C " $ < z _m m n m > :0 r s 0 " z s ..- a ,; z I 0 0 r □ :0 n 0 ~ ~ a 0 ~ > ~ z 0 GJ z z " C ~ < z .rn m n m > :0 C ~ " z a ' ,; z I 0 0 r 0 :0 n 0 ~ ' ' 0 ~ z 0 GJ z