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Home My WebLink AboutR_5396_SCITY OF COSTA MESA VICTORIA VICI N ITV MAP l/4 Q ¼ 1/2 3/4 ] E ~ -= ---------3 GRAPHIC SCAlf IN MllES " 0 • " • I ST SYMBOL LEGEND -c-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT D METER BOX -0-VALVE E--POV/ER POLE ANCHOR ,6, MON UM ENT -><-X-FENCE BLOCK WALL c'2:J C TREE !J'-,/,.r; /' SHRUBBERY .&.&.&& ASPHALT PAVEMENT ~~ BRICK VIALK I>:: ~~J CONCRETE t; ;::I e.u~,~-':,1 BU IL DING EXISTING CONSTRUCTION 'NEW CONSTRUCTION ---i-CENTERLINE -··-5-SEWER LINE ------w-WATER LINE --~-GAS LINE --,£--POWER LINE -TEL-TELEPHONE LINE -Tl'-CABLEVISION LINE -SP-·-SPRINKLER SYSTEM STREET LIGHT EMERGENCY TELEPHONE AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (SEWER 8< WATER) COUNTY SANITATION DISTRICTS COMMUNITY CABLEVISION NUMBERS NUMBER 634-3128 835·3833 1-800-422-4133 640·2221 U-NIVERS\1'( 962-2 411 EXT. 241 ~ 644-4471 U C. I NAME DISPATCHER MR. WRIGHT U.S.A. PERSON ON DUTY ENGINEER ON DUTY MR. BRITTON CJITY. NJEVifPOJRT PUBJLJIC WORKS OF BJEACIYI D JE JP AJRTMENT CONSTRUCTION OF STREET ~ M PRO\fEM ENT S FREE RIGHT TURN LANE H~LLS ROAD JAMBOREE ROAD CONTRACT NO. I 9 91 A.H.F.P. NO. 1007 APPROVALS I CITY OF NEWPORT BEACH COUNTY OF ORANGE 1. 2. 3. 4. 5. 6. 7 ' . 8. 9. 10. 11. GENERAL NOTES All work detailed on these plans shall be constructed in accordance with the Standard Specifications for Public Works Construction, 1979 Edition, and the City of Newport Beach Standard Special Provisions and Standard drawi 119s. Stationing for right-turn lane is based 011 San Jcaqul:i Hills Road and is along the easterly curb face . Existing underground utilities are shown in accorda,ice with available records. The Contractor shall be respon- sible for verifying their actual location in the field, prior to the beginning of construction operations. Air standard plans refer to the City of Newport Beach Stai,dards unless ·otherwise noted. Curb data refers to face of curb. All the elevations shown on these plans are in feet above mean sea level (M.S.L.) All Poi·tland cement concrete shall be Class 560-C-3250, except tilat retaining wall footings may be Class 560-8-3250, Type H cement shall be used. ' Unless otherwise specified, all PCC and AC removals shall be outlined to necessary working limits and sawcut to a minimum depth o; 2 inches prior to removal. All debris created by the removal operations shall become the property of the Contractor and shall be disposed of away from t~e job site i:i a ma:111er ad at a location acceptable to all cognizant agencies. Asphaltic concrete street pavement(0.45' thick) shall be placed in 2 lifts. Base course (0.30' thick) shall be Type III-B2-AR4000. Finish course (0.15' thick) shall be Type III-Gl-AR4000. ft.II traffic control warnings, lights and devices shall conform to tile provisic:1s ir: the 11 Manual of Warning Signs, Lights and Devices for the Use in Performance of Work UpOi; :-: ighways," dated 19 77, as prepared by the De- partment of Trans portal i 011, State of Ca I iforn ia. The retaining wall stationing shown thusj ~ O_+_O_O_I is independent of right turn lane. SHEET SHEET I 2 3 4 5 6 7 INDE}( DESCRIPTION TITLE SHEET STREET LIGHTING PLAM PLAN~ PROFILE 8 ... 04.88 TO !2+04. 56 Plh~I $ PRO?'ILE 12-1-04.56 TO 16+12.33 SIDE'IJALK PL,(\N $ HORIZONTAL CONTROL PLAN STORI~ DRA!i,l P:...AN i; PROf!LE RETA!N!MG WALL PROFILE BY ~ ~-~ DATE J,qAJ.3/~/~80 BY Wk~ / ~ DATE ,J.-,Zl.-'?0 -~E-_-M ___ A_._D_E_V_E_L_O_P_M_E_N_~.,...----------BASIS OF Bl:ARINGS PUBLIC WORKS DIRECTOR, R.C.E. NO. 12806 I CONSTRUCTION NOTES STREET IMPROVEMENTS 1. ~emove existing A.C. berm. 2. Remove existing A.C. walkway. 3. Street excavation. C. Sawcut E, remove existing concrete curb and gutter. 5. Remove and relocate existing Edison vent (by SCE). 6. Sawcut and remove existing PCC sidewalk. 7. Remove existing sprinkler system and cap loose end. 8. Construct concrete curb and gutter Type "A" (8" C.F.) per Std. 182-L. 9. Construct 0.45' A.C. w/seal coat over 1.30' A.B. w/prime coat. • 10. Construct 4" P.C.C. sidewalk per Std. 180-L. 11. Adjust existing cable TV vault to grade. 12. Construct variable height retaining wall per plan Sheet 7. 13. Construct concrete curb and gutter Type "C" per Std. 183-L. 14. Construct concrete curb access ramp per Std. 181-L. 15. Adjust existing Ediso.n vault to grade. (by SCE) 16. Construct l' :±-A.C. join strip. 17. Adjust sprinkler valve box to finish grade. 18. Construct 3" thick PCC drainage swale b2hind retaiccing wall. 19. Remove existing tree. 20. 21. 22. 23. 24. 25. 26. 27. 2 8. STORM DRAIN Construct 15" R.C.P. (1500 D) or 15" A.C.P. (2500 D) per plan. Construct 18" R.C.P. (1250 D) or 18" A.C.P. (2000 D) per plan. Construct catch basin Type OL per Std. 306-L (See Plan for H & W Dimensions) with local depression per Std. 3QJ,-L. Construct 12" RCP (~500 D) per Detail "A" Sheet 6. Gu11:.>Lr'UCL concrete encasement per detail Sheet 6. Construct concrete box culvert Type 11C11 per modified EMA Std. Plan No. 309 and details on Sheet 6. Construct curb inlet Type "OS·' per Std. 306-L (See Plan for i-1 dimension) with local depressio;i per Std. 304-L. Construct catch basin Type OL-A per Std. 305-L (See Plan for !1 dimensions) with local depressio:i per Std. 3']4-L. Remove section of existing 2.:'.'.,11 RCP storm drain. 30. 31. 32. ?, ? -· -· . STREET LIGl,Tll,G Construct Brooks Product 3 1/2 ]JUii box or equal per Std. 204-L. Construct street light Type II-H per Std 201-L. Construct Econolite E-3725 box per detail Sheet 2. Remove existing cast iron box 8, PCC pedestal 8, modify existing circuits as noted. ' I l'H.e/c~ e.,-o,;,;sa -9~Z4. 4,:;:; 14-rl~ t;5-/&,~/Z. Y3 The bcari;ags show,1 011 tiic'.;c plnn::i are based on the centerlir:e of San Joaquin Hills RoJd b2L19 NorU1 s:3" 57' 1~·~11 \/Vest as shown on the Map of Tract No. 7788 as recorded in Book 301, Pages 10 through 1~ of Miscellaneous Maps·, records of Orc,ngc County, California . PROJl::CT BENCH MARK Chiseled " o " in top of curb at approximately the middle of the Northeasterly curb return ill the intersection of J2mboree Road end San Joaquin Hills Road Jesi011ated T8M 2 5 on the i111provc111211t plans for Jamboree Road widening prepilred by Shuirt11an-Sin1pson (City of Newport Beach Drawing No. R-5269-S, six s heels). Elev.= 115.362 M.S.L. VA/4'/E> ,u 11,&,t.l?P-r,z4.4,c, /;5'TJ/37-l~.,,./Z.3'S rz r,4£/Ef :!TA. Sed4.BB -9rZ4. 4c. I e /S"f..7/, g7-/~.r/,?. 35 J/4 ··=- /It) rr'P/CAL :;:,;~CT/.0/v 5CAtE /7'0.R/Z /"= c;' J/ERT. /''-=~• WILLIAMSON AND SCHMID ! 7782 SKYPARK BOULEVARD IRVINE, CALIFORNIA 92714 • (:;'14) 549-2222 BYA,;.gG.C~ DATE /-/0-80 DESIGN E'NGIHEER R.C,E. 19832 R -5396-S SHT. I OF 7 ✓06 ,//CJ. 7tJ-IZ5 , I ) ' I ' ,---, I L---J 4CP,YPL.ll',!!' t:AB/NcT NP. E-37Z5 M/Sl'At:L.. ,:,,vE I:> AMP Cl~CV/T BJi?&4KcR ,=-o;p ,:,,;CH C/RC,Wr 5c'RV;£'P. //VS7At:t: a-1"'6',<.5 C/,t'Cv/7" BKe'AK£R (S) ,:,N MbvN T/,<t,$ t:UdiS. BbX .Sh'AL.L ,#.,;" COMPL..c' 7"EL. Y V.GATHE~ r'ROoF. NO SCAL.6' 32 ' , ' • L P.c.a CURS I <.'L.17',GR 3/ 1'/4" P,V.C. C.ONDUIT WITH 2-,ice, CONDUCTORo ? I -"e, GROUND RIGHT TURN LANE ~ CONST. B,f'"1"7K$ PROPVC7" 39'? PL.ILL&,,,"' "'A". c<?vAt: PE,f' sra Z"'4 -L @-C,PNS7. fTREE, L./~/21T TYr'E LZ-lt' P,!f",R sr,o. eo1-L-~ CONS7. 5C,:JNOL,./TE E-37?5 8-"X-P.£'-'? ,::,GT-4/L ffd"Rd"«VV -®-KG'MtJ//E EX/"i,7'. t;;A,;,7 /Ii;'(),{/ eo.x ~ P,,:;.,:;. Pa:?E,;,7)/L,. Mdt7IP'Y EX/';77. ,t;//i;'?//IT'? A'? 1(/07"£!7 30 3/ 'g .,_ ., -..... GENERAL NOTES /. STREET L/GHT.5 SHALL BE POWERED BY A MUL TIP/...E PARALLEL CIRCUIT PER STD. 204-L. 2. STREET L/GHT.5 SHALL BE T'(PE II-H PER APPLICABLEi. PORTIONS. OF .STD. 200-L, STD. 201-L, '? STD. 2O':I-L. fl. ''HICN-/IYT.EA/$/TY-P/.5'Ch'ARCE LUMbVA#i"ES,-.,, Sl7;fLL LJE ,?4LJ Y.?¼L7_; /,§0 h/AT?; #/q°h' P/f'E.SS4'/f'E S<?,::'l,:1//,7' /.W,P,:7,,f' 10'T// //YTE4',f'AL 8ALt:A5T AA/£' E?4c> /"?'LT Ph'OTc7- ELcC?'?i'IC SW'/TCH., SET .tA,MP SaCKET r,:J,f' TYPE .2lZ' Pt5r-1%,vr10N (AvTO- Tfi'AA/5F?'Rl7'ER 6'At:t:AST /V-"T ACCEr'.7,,1.8L..c). , 4. SPL/CEi.S 51-1ALL BE MADEi. IN PULL BOXES B'( MEANS OF END-TD-END CRIMP TYPE CONNECTORS. 5. IN5TALL A PAIR OF' IN-LINE FUSES IN THE PULL 60X ON BACH 6f<ANCH CIRCUIT IMM£.DIATELr ADJACENT TO Tl-IE MAIN CIRCUIT. (p, CONDUIT LOCATION TO 8E. PER. 5TD. /01-L. 7: AL.t:. ST.'<"TIONI/V<v /$ BAS-EP ""N T#E E A>"T"5RL:Y CL/RB r,44:' PF ,P/,FAIT 74'RAl,:,¢V!; .8. CONOI/IT SHALL BE /ft/~ NbM/Al~L P/AMETGR P.J/.C. CP...VPUC7"bK..S SHAL.L. .B.i CPP.PE.f' TY.Pd" Tlv' -"'/'C Atvc;'. SIZE /NP/CAT£,O. <,HOL.,VV,o .Sh'A'.£.L .Be" .i:4n'a CO.PPe,f' OF S/Zc /NP/CATER. '1. C-"IVPL.lcraRJ ,"',i'cJM P,:1/,!.L,..SO-Y ,47" BA.S-E -"'r .S-TA/VPARP T& Th'.&' L-L.IMIN,4/A"c Sh'AL.L BE ,.ya ta A.h/.~ TY?.&' r.w. .CO.PPE,R. IP CPAIN5cr A ,Vb. /;? Ak/4 BARE Cc7.PP5,<f' ',ROVN,O W/RcF ,"',f"t:JM E.AC# -<VM/IV,4/RS T<> A ~R..,L/,V,c> ,R,PP IN T"H.i PLILLBOX' Al' Th'5 CASE <7,C £,..;cH S7>4AIPARP. //. PVLLSt>XES S'lt'AL.L 88 ,VO. .sfi:, BRL>OKf ,P.f'opucrs O;f" 4'<fi'L.l,4L,.. -------------------------------------------------;;,,"' •• ' , , WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE, CALIFORNIA 92714 (714) 549-2222 II) V ~v , APPROVED PUBLIC WORKS DIRECTOR R.E. NO. 12aos DAT BY M Cl.(]'~ DATE BY DESCRIPTION APP'O. DESIGNED DRAWN DATE 1-10 ·80 l---'---1---------------'---l--:::-::"'cc·:cF'c;P.;--_-t;;=E,...A_._M_._-I CHECKED DATE DESIGN ENGINEER RC.E. 19832 REVISIONS 0 P. F' ✓4111. 11/JO STREET LIGHTING PLAN FREE RIGHT TURN LANE SAN JOAQUIN HILLS ROAD. JAMBOREE ROAD CITY OF tJE~JPORT BEACH R-5396-S PUBLIC WORKS DEPARTMENT SHEET 2 OF 7 voe #tl 7/J-IZ':i ,, ,-------';L :.-;-~- / " j _.,... ; ) j ' • ' (j) 0 -~ C --~ rl -t,.; ~ N, ~ 11+50 N0Te, ~ CURVE OATA R = 40G.00' L = /7?:G:5' ;e = z,:;;a.oo' L = ·79.3z' © ,t = 25°04'//" I?= 4Z<!'.00' L = /8?.27' .e = z:oo' 9/72 DIETERlCH•POST 2l01B ,003 FILM L = C-5.0/' T = .3'2.:50' cc /0 ffl -- fil SDI 111181=-~ ~--- _,_ II , \ -"- 1£i - -. PRO.F/L.E S'CAL.cS J'" ~ ¢' J/cRT. /ll = zo' HOR/Z. NOTE , .4Lt. STA T/OA//MG r'O/4"' /4'/G/?'T TVRA/ L.4A/e /,5 8,45cP ,dL0,1/6 E4.5'TcRLY Cl/,f'B /='AC£. c\ ·- IZ I', ~ IL ~0N-&-T~tlC.T/0N NOT£5 0--REMtJ//E E,t/'7T-A.C,. BERM ~RE/1;/tJ//E 0l"77. ,4.C,. NAt..KWAV ®-f77RE£T EXC-A//4770A/ ~R&MtJ//E ¢ li.'l3UJCA7E EX/'77. E0/'7011/ t/01/"T ( ev '?.C,.E.) \[!_; -'i?AW?t/7' I KEMdt/E &K/'?'T. pe,_e,_ "7/f7EWAL-K ~ cc,v.s-r. CP,YC,f'cTE CU,f',S f' ~U7T,5.R TYPE ;, " ( a"c.r.) PE,f' STP. /88-L.. ~ CtJNsr..a45'AG-v/5EAL CtP,;fT ,:>YFR J.30' A.P. w/ ,P,f'/Mc CO;</T ~ ,:'()/VS7: 4• /?C.C. S/PEw,,u-t' P;:R STP. /Oe?·L ©-"1t7./UST EX/Sr. C"1BLE TV //AULT TP <!iKAPE ~ CPA/S7. I/AR/AHLE HE/6'/2-'T ;\'ETA/,v;,,y4 J✓,4LL PE,(' l"L,4/V -"N .1"HT. 7 ~ C()NST. CtJNtX"ETE CURB I t.UTTE/i' 7"Yl"E ''c,, ( B 'c.r"} ,PaR STP. /,BS-L. ~./;;:::;:::-"CONST. CONCR!cTE. CURB ACCE.55 RAMP PER STD. 1e,I-L. ~ADJu5T EXIS"T. EDISON VAULT To C,RADE. (BY S.C.E.) ~ CONST. I'± A.C,. JOIN STRIP @-ct7A/<?r. fJ'' -rl/l?K r.c.e,. PKA/A/AGE "7WAL.E APPROVED WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVINE, CALI FOR NIA 92714 (714 I 549-2222 1----+--------+-------l-l~ Q 114 PUBLIC WORKS DIRECTOR R.E. NO. 1280S STREET IMPROVEMENTS FREE RIGHT TURN LANE SAN JOAQUIN -HILLS ROAD 8; JAMBOREE ROAD DAT" f-"31-8() BY ~(?.G~ DATE 1-10-ao DATE BY DESCRIPTION APP'D. CITY OF NEWPORT BEACH R-5396-S DESIGN ENGINEER R.C.E. 19832 REVISIONS DESIGNED DRAWN S. T. f' R.L.S. R.L.S. CHECKED DATE G.P. P. ✓-'IA/ 1'180 PUBLIC WORKS DEPARTMENT SHEET 3 OF 7 ✓08 A/tJ. 71!J-IZ5" I 3. ,. • -<:::> "'- ~ l -- 0 0 IZ Ct/RVe PATA L ~ZZC.8/' T: //~_45' R "4za.oo' L: //?./Z' T: 58.73' @ 4 2 /4';1":5/'55" ;e = z.oo" L: 5.23' 9/72 DIETERICH-POST 2101B .003 FILM 1.3 ~-~ --.--------~-14 -------== - 15 PHOr/L~ S'C4£cS /'1 = 4' YC:RT. /11 = zo' HOK/Z: /6 \l'JILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IFIVINE, CALIFORNIA 92714 (714 l 549-2222 BY .,6..,;J) CJ. Q ~ DATE /-tC-&6 DESIGN ENGINEER R.C.E. 19832 DATE BY DESCRIPTION REVISIONS CtJ IJ/,$' T HLIC T/t:'/J/ ~ /f'EMPVE .!f,Y/.ST. A.C. WALA"WAY 0--STREET .iXCAl#T/LJ/V ~ SAW'CL/T F /f',:/""rOPE EK/ST. C,:;>/VC/?ETE CURB! ~UTTER 0;::;:--,.PE/?.:'YE EK/ST. Sr"R✓NKLER SYSTEM ( CA-'; ,t.,:;J,:;JSE ENP ®-C'7A/ST. t'cJN'CNETc CURS A#P qVT72!/i' TY,PE A" (8',;:,e) l"E/4' STP. /82-L ~ CCJHST. a,;s',4.c. v/ f,:,4,!. CaAT PY£R ,{.W'A,& w/ .PRIM£ Ct:7AT. @-CP#.S7. 4" ,P.C.C. S/PEw'ALk' PER ST.P. /Bo-.t. ~ C,:;J,Y.ST. YAR/,,4BLE h'c/cfh'T RETA/N/N<, W,4LL PER p,;.,4H S/IT. 7 @--CPN,r. c,,:wcl?ETE Cv'R4 r ,,uTTcR TYP,: • C -('s "G'.r) P.5-e S' ;'P, IB!r-L ~ CPIVST. CCJHC/i'ETE CUR~ ACCE~ A"AM'P PE.-P ST.?! _18/-L.. ~ /<:£HOV£ li:XISTINIS Tlc£E:S APPROVED STREET IMPROVEMENTS ~0. YLI!...,~ FREE RIGHT TURN LANE PUBRL~c:g",~5ai1~ECTOR SAN JOAQUIN HILLS ROAD DAT 1-3 r-;::, 8r JAMBOREE ROAD DESIGNED APP'D. S.T. ~ ,t'.L.S. DRAWN CHECKED DATE. ',et:.S. G.P.P. ✓AN'-1980 CITY OF NEWPORT BEACH R-5396-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 7 ' I I _, I I I ii ' ' 1- ~ ~~ ~, ~ 'f ~ 'i ~~ '.; ~~ ~ ~ ·-R:<.S?o' CL/.RVE OA7A (7'i A • 537 '.s".o" ~ .If' .:= ~0/G. oo' L = 59/..:15 1 T • Z95. 9/' r::;--i A • Z5°tJ4-'1/' ~ ,;r = 4t?&.CJ&:J' L = /77.G5 1 T = '7.:7...?7' ~ L1 = 18,::,4-8"/7,-; V .If = .:1.3a,_ 0C7'1 L • 8c?.96' T = 40. c,,8' ~ ,d = ?5°04/1" ~ R = 42'8.CJ0 1 L = /B7.Z7' T -= 95.lt:P ✓ ~ .d ..: /49°S/15Su v If= z.oo' L = S.23 1 T = 7.4Z' ©A=/&-0.07'31" H= CtpS,oo' L. .., 7q_ gz' T:: 39.35 1 ('.';-\A= .a2°uo' z-9" 1..3) R,: 40CP.OcJ" .L. = 2 2di-. 6/' T = /I(&:>. 45 1 (v A, 1,1,1°51',ge" N~ z.oo' L ""'5.~5 1 T = l;?.53 1 ('.;-, A = IS • 4,:,' 4 I • l.::'.:) R~ 4Z8.00; L = /17. /2; T = 5"8.93' r,::;i A= 4"z7'c,4" V K=-a,o/iCP.oo' L = 4-6'7. g&, I 7=233.80' ~ Iii "> 'J :':! ~ ~ ~ ~ '5 ~ tr\ ,...., J -:; . "' I!;: ~ II; ~ -- 5/0£t./ALK PL.AA.I J0,4(?U/A/ HILLS R0.40 PLA.IV -r F{J-\c-r }-Jo_ 11 s s JvlJ\;l 3 o J / J~5 A i -- ~Ol//~i~tl&710A/ 11/07'/E.~------- (j)---ReMov& ~l'7771!/G 4.C:-. WALKW4Y ~a:Jlf/47. 4-'1 ~C-.C.. 4lt7Ea/ALK Pe.I< "'?7C7. l!JtJ·L.. @--4t7✓t/'?7 4r",("IA/KL.8:" //AL.t/6. d'OA' -ro FIA/1,f;~ 6/<'AO'E i zz' 118 1/4 lltJ .5CA'LE ,¾:7,,f'/L: /"= ~ ~ J/E;FT. /;~=&; , WILLIAMSON AND SCHMID 17782 SKYPARK BOULEVARD IRVlNE, CALIFORNIA 92714 (714) 549-2222 APPROVED 0&U PUBLIC WORKS DIRECTOR R.E. NO. 12806 DATE__ ~ ;,/ -80 BY )b.QQ.Q~ DATE 1-10-80 DATE BY DESCRIPTION APP'D. DESIGNED .,;. r. CHECKED ,t;;,P.P, DRAWN £.AM . DATE ✓41!11960 DESIGN EN(i JNEER R.C.E. 19832 REVISIONS /2.!iO 1 \ c--, EX/$ $LO. { " (4.:s-' -, ', ,!3, 1,5' 1 l l' I ) ' l J 1, 31']-U !1 f._....--) tJ,4' rl/ 1_ EA'ISZ" A"Er. I 1r1 . 1/1 i ✓ /v,/LL ---2.t::J% :! t).S, J-..... ,.-&-.~ ... -..... ~ ... ,.,-_.:.,,, •.: .... , •• .,_ •• &<e -1 rr 7JFII I' I It, • -/45 $~C7/,t>N B-8 $CAL£: /" = 4 ' I SIDEWALK PLAN 6 I HORIZONTAL CONTROL PLAN FREE RIGHT TURN LANE SAN JOAQUIN HILLS ROAD c JAMBOREE ROAD 1 CITY OF NE\'JPORT BEACH R-5396-S PUBLIC WORKS DEPARTMENT SHEET 5 OF 7' ✓08 ,t/,::1. 78-IZ5 " !'i z < z a GJ C z < 0 z m " ~ ~ C , s:: > $ " z !TI rn n m > :0 C m 0 D z " I I " ~ z :i: 0 0 5 :0 fl ~ n ~ D 0 = " D 0 D " m 0 " ~ z 0 a < " z 0 GJ C z < 0 z 0 ~ . C D " ~ s:: = 0 > $ " z .m rn n m > :0 C m 0 D z ,, iO ' \jd "" ~ 6' ' «P " ~ z :i: 0 0 r D :0 ::-; n 0 ~ 0 ~ " 0 0 D z 0 < !; z 0 GJ C z < 0 ~ z . " C D = " ~ , s:: ~ > $ " z .rn rn n m > :0 C cl D z " ~ I : i I \ I " ~ z :i: 0 0 r 0 :0 n ~ -0 D :t " 0 f ~ z C a GJ z =· z I I ! : 11 I 11 ! I ! ! ---; _-_ --_--__ ~----~_;__;__;_ __________ _ I ,----_----; __ ---.. -·--·· I== r,; 4' o··: --i ----! ; • 1-: -----=::::::::= ' 1 • . , _-,,. _.-..,_ --.-.. l-l ---SECTION -A-A == SC.AL:E:: -l--~ I--IORIZ..· -1'1 -2 VERT. \''= I' : ---10_0 -' ' --· _---: I ! -• :_-_ - I ! ,-'t'4 @:12":o.e,. BOTH wA'(5' COIS!CRETE - -. - . ---' - - -' ~ :.;,.____ ---- -61 ' I c.j i fl_ - A06LE.-_Td _MATC\-l--C:ui::i!.B ·F,4CE - 1- • ---: 7+00 CONSTRUCTION NOTES §-coN5T. 15" R.C.P. (1500 DJ OR 15' A,C,_P. (25DO D) PER PLAN, ~ONST. 1e," R.C..P. (12'::>0 D) OR te," A.C.P, ('2.ooo D; PER PLAN. @--00N5T. CATC,H ElA5LN TYPE OL PER 5TO. '30Co-L (SEE PLAN Q FOR 4 ~ W D1MEN5ION5') WITl--1 LOCAL DEPRE55ION PER 5TD. 3o4-L. ~CONST. IZ"' R.C..P. (1500 D) PER DETAIL '"A"" 5>-IEET Co. @-coN5T CONC.RETE ENC-A5EME.NT PER DETAIL HEREON ~CON5T. CONCRETE 130X CULVERT T'(PE "C"' PER MODIFIED EMA 5TD. PLAN NO. '30e> ANO DETAIL<', HEREOi'J __ @-coN5T. CUR5 INLET TYPE 05 PER STD-'3CXo-L (SEE PLAN FOR 1--1 D1MEN510N") @--coNST. CATCH 5ASIN TYP5 01..-A P5R STD. 305-L (SEE PL-AN fOR H f \./ PIMENSIONS) WITH LOCAL IJEPRESS/ON PER STD. 304--L, @-F=:.E:.HovE '5E=.C.T\O~ OF E.'1!.\5TIWG 24-" ~.c.P. 5TO!c=:H DieAlt,..J 9fl2 DIETERICH-POST 2101B ,003 FILM r,; '··-·--,i>'. '. "---'4.,____:___ .. : .. -~ o ... __ ,,. ; o .-~-0 ., ., 0 --. -' •• ---. =--=t==:. -== -- -1--- I j_ -(o.. ___::___ -' -I ·- ·-- l' "'"I @-12.· o., 80IH w;;t ==4 SEC-Tl ON _B 5-· !- '-....... ---,-. ---- . ·-- ·-' ENCASEMENT Di=-TAl- SEC'flON G --.. ----------------- - - •. :· . --- ---- -· - ---' ------------------------·--------+50 PETAIL -Z:t/717°/?ESSTBZ.o~,-72i?i'TAZ._, __ _, -: ----·: _;_=- --l ------- -- .. ·.·:_ --- -,--- -. •- ----. : --.: I. • ---+---t +50 WILLIAMSONAND SCHMID 17782 SKYPARK BOULEVARD LRVINE, CALIFORNIA 92714 (714 l 549-2222 BY LI QQ~ DATE I-/0·8o DESIGN ENGINEER R.C.E. 19832 ---, --- -~---.:7 __ DATE ····- - - - -; R:G.P. BY DESCRIPTION REVISIONS ---- --i ' -, - - -, ' > +50 - - -·, - J.W. : J;_t = I ____._ --l - -_, ___ , 2 APPROVED PUBLIC WORKS DIRECTOR R.E. NO. 12 806 DAT~c~/_-~:3~~--~#,-~------1 APP'□. DESIGNED '7, -r. DRAWN E.A,M. CHECKED 6.P.P. DATE ✓All/. l?6tJ -' ---+ --! --'r ' - ___i__: 1-.. I =-~-7'--t......__~ -_ 1 - c-1 I i-I ---I . CON5T.ZZ;Erl I I --------,---__ , :::=res" REF! (12'£0.CO~ OR,1e," A6.Pc(2ooo,D) , , ! _ , 1 s-o.o~~o!~ ~ --F~J?OF!Ec§ _';i!I" +50 zz STORM DRAIN PLAN FREE RIGHT TURN LANE SAN JOAQUIN HILLS ROAD AND JAMBOREE ROAD I 1 CITY OF NEWPORT BEACH R-5396-S PUBLIC WORKS DEPARTMENT SHEET 6 OF? ✓08_,t/O. 1'tJ-IZ5 ' i /Zi) //:f" Z.ti,,71 H.T.5: /ltJ ~ ~ ~ ~ " ~ ~ ...., ~ ~ ~ 1)-. ~ ~ 't ¼ ~ ~ "' ' ~ "' ~ ~ ./ ~ § ~ ~ "' " \IJ '5 TOP OF ~ ~ KET.4/AIIA/0 W.4LL - /01) "' ~ ~ ~ ~ ~ L... .1....- t>!~ ~" "" ~} ~"I "' ~ '<I '<i ' "' r! "'' '<i " <;) 1i ' ' "' <I ' " " TOP OF Re'T,4/,V/N6 WALL -~ /3tJ _VA/2.JABLE TJ.llCK.AJE55 ~HASON.eY CAP ( e" MW.) /ZtJ //5 ~ roP Or rOOT/NG I ' ,t TOP Or" RcT.4/N/A/Ci 1¥.dLL . I E,,YIST/N6 4'"~/4t"P 5t/RF.4CE BEh'A-'£7 J./£L. P/i'cJPc'JSEP F/,U/S/1 4/T!4'P£ AE/Y/4/.P VALL L----PROPOSC:0 GR.40E TOP OF rOOT/IVO EXIST/A/6 GROVMP SURr.4CE BE/7'/NP WALL ----- OF 8.4CA" OF S'/,OcvY.4Ck' .4T P.4CE Or W.4CC . ~ " "' N " " ~ ' "' TOF' OF KC:TAININ6 WALL VA!clABLE Tf./lCKIJCSS HASON/c\' CAP (e.'..HIAI) ... ~ ~::, ' • ~~ "' " "'~ ~~ ~~ " ~ '<i \l ~ " '----?,f'OPOSEP BRAOE OF BACK OF S/PeW.<U.A' .4T F4CE Or J-V.4LL I ' ~ :-. "i" " ~ {' ~ ~ "- ~ ~~ ~ "i ~~ I I ~ I\: "I ~ "' . ' ;:i " 'i, ' \IJ '9 ~ I'( I'( ~ ~ ~ ro.P OF ,COOT/NG RETAININ6 WALL PROF/le SC.4Le: I" = zo' /tORIZ. /" = 4' //ERT. I ~ ~ \l,) ~ "' 'i !\! 'i 'l: \l,)" I\: " "~ \IJ • ,, "'o< ~' '" ':::: "1 "' ~~ ~ ~ ~ 1o ~',; ~~ !Ii "' '~ .. " " " "' !<j t,i "1 ~ ~--'i ::: '~ ' "I " ~ ~ :,.., 'J ~ ~ ~ ~ s J ~ l ,.: '<\ ~ ' ' t,._ ~ ~ ~ I\ ~ 'l ')J " ~ /-Jd "' !Ii ~ ~--~ /.:J5 :t Q " ~ ~ 'i -I /ZtJ ltJ6 YAR:IA/3Ce7HICIC}JE55 • n_'AStJ/VR/" Off' ~ ( e"...J.,//}J_,) • _j__ w. 8" os' A 0 z!.s" 4'-0" 4~$" 5"-4" u,,'-o" c;,!a#" BLOCK lf£7?1//V//V&' Jv,,4'L'L .as' BACK OF WALL TO BE DAMP PROOF (SGE t-.1aTE ~) FACE OF \,JALL (sE.E. NOTE 7) 5TLJCCO TO E:,E APPLl£..D TO l FIN15HED 6'RAO TOP OF 5 \OE.\./AL..t< TYPICAL DRAINAGE. 5CALE, /. 5' DETAIL DRAINA0E SWALE. ( POURED IN PLACE. p,c.c. OR AIR. PLACE.0 CONCRETE) C.RU5HED ROC.K OR 6-RAYE FILL. 50\L.J 4" ¢ PERFORATED DRAIN PIPE -SLOPE TO DRAJN (I% MIN.) APPROVED STE c:,:. SC,h'EL:>VLc 0 (9 A tTARS BBA,t,?S @ @ (»u, z!..~'' ;,I 4 ,!!'N:!4" -s'· 8,, e'' 3'-o" -1r4(!i} e.4" -$". 8" 9• 3!...(oU .,, ,5 e' -e.4"' -B" 8,, /2" 3'-9 1' -#5&24" /O'' /Z'-' /i!'' 4t.c,1,. -,,,r,:,ez4" /Oh /2,N /2'; 4-<..9'-' -:P"&-0 /&-,,, /t::Jh' /2,N' RETAINING WALL NOTES 1. All block cells to be filled solid with grout and rodded. 2. Omit mortar from vertical joints in the first course above finished grade at 32" intervals for weep holes. 3. PCC for footings shall be either 56O-C-32:3O or 56O-B-325O. 4. PCC footing to be placed against undisturbed soil. 5. Subdrain to be 4" diameter perforated pipe placed in min. 1 cu. ft. of porous gravel per lin. ft. of wall. Slope of perforated drain pipe to follow street grades to positive out fall. 6. Damp proofing shall consist of one coating of primer and two mappings of waterproofing asphalt. 7. Stucco shall consist of two coats of Portland cement plaster. The first coat shall have a minimum thickness of 3/8" and shall consist of one part cement to four parts sand. The finish coat shall have a minimum thickness of 1/4" and shall consist of one part cement to three parts sand. The finish coat shall also serve as a color coat with the color to match as closely as possible the color of the existing wall along San Joaquin Hills Road. 8. Expansion joint shall be½" thick asphalt impregnated felt material with a silicone caulk or bituminous sealant along the exposed edge at the face of the retaining wal I. WILLIAMSON AND SCHMID RETAINING WALL PROFILE 1--+--+--------+----1 _ _,e:@.::..,:..· -=0!::...:.·L..::.)tt,.,:::...=::.,__1FRE E RIG HT TURN LA NE 17782 SKYPARK BOULEVARD IRVINE, CALIFORNIA 92714 (714) 549-2222 • PUBL~E.wNogKs ~~~EcfJOR SAN, JOAQUIN HILLS ROAD DAT /-/-PO f JAMBOREE ROAD BY }1J C.C? ~ DATE BY DESCRIPTION APP'D. DESIGNED DRAWN DATE I -Io-llO 1----'---L_ _____________ ...L_--J-"5.'-':T.~f'~K.-". ''"'~S:4=-~A".c::.'-::·~S.--1 CHECKED DATE R-5396-S • CITY OF NE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 DESIGN ENGINEER R.C. E. 19832 REVISIONS t;;,P.P ✓A,!/. liftltJ ✓08 ,V.?. 7{J -IZ5" • ' !