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HomeMy WebLinkAboutR_6066_Sl f' ' • ' • • ' • ' / .. 'r - CITY OF COST/. !dES,:i ""_-•t· ,-. ''\._. . ·-" - • ' '• VICINITY ;/4 0 ·/4 /2 ' ' .. , '->~ • '· ......._ _____ _ 's, MAP SYMBOL LEGEND ----0 t1 D ,-----------{>< POWER POLE MANHOLE FIRE HYDRANT METER BOX VALVE EXISTING 18" ZONE :n: LINE POWER POLE A CHOR ' J ---- EXISTING ·12" ZONE \ \ \ \ \ \ \ m LINE~'-, ..._ CITY OF ~E\\TPORT BEACH ' PUBLIC WORKS DEP_._t\RTMENT ; P.R. V. 12" G.V. IMPROVEMENT FOR BIG CANYON PLANS ,DRIVE STA. 51 + 03.82 TO SAN JOAQUIN HILLS RD. I. 2 3. 4. GENERAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF THE "CONSTRUCTION STANDARDS AND SPECIFICATIONS", PUBLIC WORKS DEPT., CITY OF NEWPORT BEACH, AND THE APPLICABLE STANDARD DRAWINGS. INSTALL MANUFACtURED CAST IRON BENDS AT ALL ANGLE POINTS WHERE THE DEFLECTION IS MORE" THAN 8°. PIPE SHALL· BE DEFLECTED AT ·COUPLINGS EITHER SIDE OF THE ANGLE POINT WHEN THE INDICATED DEFLECTION IS MORE OR LESS THAN A MANUFACTURED BEND . . PIPE SHALL NOT BE DEFLECTED MORE THAN 3° PER WHEN NECESSARY, SHORT JOINTS OF PIPE SHALL. BE ACCOMPLISH THE REQUIRED DEFLECTION. JOINT. USED CONSTRUCT CONCRETE THRUST BLOCKS PER DRAWING NO. TO STD. -509-L. LOCATIONS OF THRUST BLOCKS ARE INDICATED . BY THE SYMBOL 11 ~ T" AND . THE BEARING AREA IN SQ. FT. IS INDICATED BY THE INSCRIBED NUMBER. BEDDING MATERIAL SHALL BE USED IN ALL WATER E-..... ..._ ------5. 6. MAIN TRENCHES. -X-)(- .m.. ...t, .,J, ,,/, .ui. I : -..... • 1 L ~ -.C:.: .:a:;..-) V A I'.,, 4/ ..u' ~..,_,:., --- D-rv--0 FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT. CONCRETE BUILDING ' CENTER LINE SEWER LIN~ WATER LINE GAS LINE EX I ST I NG CONSTRUCT I ON NEW CONSTRUCTION BRICK WALK COMMUNITY T.V. • I 6"G.V. 8"G.V. CONSTRUCT 8 "A.C P WATER LINE TO CROSS ROAD SHEET 3 ~--CONSTRUCT 8"A.C. P. w % 0 N I WATER MAIN SHEETS 4,5, a 6 a" .G'.V. ] 1 B"G.V. \ 8"G.V. • F.H.. ZONE. lir I? . "' 0 AIR-VAC RELEAS.E P.R. V. EXISTING 8 11 G.V. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN COUNTIES GAS COMPANY SOUTHERN CALIF. EDISON COMPANY PACIFIC TELEPHONE COMPANY • NUMBER 538-0211 835-3833 673-0046 CITY OF NEWPORT BEACH (SEWER Bi WATER) 673-2110, Ext. 267-69 COUNTY SANITATION DISTRICTS COMMUNITY CABLEVISION 962-2411, Ell. 38 545-3556 KEY MAP 111 = 500' ......... 8" G.V. CONSTRUCT 8" A.C P. WATER MAIN SHEET 2 12" A.C P. WATE:R MAIN F. H. P.R V. 611 I.R. R METER ' ' AIR-VAC RELEASE AIR-VAC RELEASE 7. 8. 9. 10. TRENCH BACKFILL ABOVE THE PIPE ZONE SHALL BE COMPACTED TO NOT LESS THAN 90% OF-MAX. DENSITY. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.-401-L. WROUGHT IRON STEPS IN SEWER MANHOLES WILL BE PERMITTED IN LIEU OF THE STAINLESS STEEL STEPS SPECIFIED ON STD.-403-L. WRITTEN CERTIFICATION SHALL BE SUBMITTED STATING THAT WROUGHT IRON STEPS FURNISHED AND INSTALLED CONFORM TO THE REQUIREMENTS OF THE LATEST REVISION OF A.S.T.M. DESIGNATION A207, AND WERE FABRICATED OF 3/4 11 DIAMETER. ROUND BAR. ALL SEWERS NOT TERMINATING SHALL. BE PLUGGED WITH A IN OR AT WATER TITE A MANHOLE PLUG. SET STANDARD MONUMENT PER CITY OF NEWPORT BEACH STD.-113-L. MONUMENTS TO BE SET PER TRACT MAP AS NOTED ON PLANS. CONTRACTOR SHALL NOTIFY THE PARTIES RESPONSIBLE FOR THE MONUMENTS PRIOR TO PLACEMENT . RESPONSIBLE PARTIES ARE = TRACT TRACT TRACT TRACT TRACT BOB 6ASCIK 7519 r V.T.N 7788 2301 CAMPUS DR. .7800 . IRVINE~ CALIF. PHONE , 833-2450 78 Qg GERALD F. OLDENBURG • 7638 WILLIAMSON a SCHMID --CIVIL ENGINEERS 1535 EAST FIRST ST. SANTA AN.A, CALIF. -PHONE, 547-3986 SHEET ·NO. SHEET INDEX DESCRIPTION I. TITLE SHEET a DRAWING INDEX 2. STREET 8 WATER PLAN 8 PROFILE STA. 51+03.82 TO 63+00 3 STREET a WATER PLAN 8 PROFILE STA. 63+00 TO 74+ 50 4. STREET a WATER PLAN a PROFILE STA. 74+50 TO 85+ 57.52 5. STREET 8 WATER PLAN 8 PROFILE STA.85+57.52 TO 97+00" 6. STREET a WATER PLAN a PROFILE STA.97+00 TO SAN JOAQUIN i. HILLS ROAD 7. DETAIL PLAN OF ENTRANCE STREET SECTIONS 8 DETAILS WATER DETAILS 8 9. 10. 11. 12. 13. STREET LIGHTING PLAN (10 P.,E SUPJM\TTE!) LATc~) STORM DRAIN LINE "A" 0+00 TO 7+ 66.36 STORM DRAIN LINE "A" 7+66.36 TO 18+ 10. 55 STORM DRAIN LINE "B" 0+00 TO 7+61.14 14. STORM DRAIN LINE"B" 7+61.14 TO 19+20.55 15. STORM DRAIN LINE "B" 19+20.55 TO 23+39. 39 16. STORM DRAIN LINE "C" 0+00 TO 3 + 47.35 17. STORM DRAIN DETAILS AND NOTES 18. CULVERT PLAN 8i DETAILS BENCH MARK T.B.M. N0.2 CHIS.110 11 IN TOP OF CURB ON N'LY SIDE OF MEDIAN STRIP, APPROX. 0.15 Ml. ALONG SAN JOAQUIN HILLS ROAD W' LY FROM · SANTA ROSA. OPPOSITE 5TH STREET LIGHT W'LY FROM SANTA ROSA ELEV 219. 65 M:'S,L. .. BAS IS OF BEARING N81°I7 1 37.W. FROM "BREN NO. 12 11 TO COORDINATE SYSTEM, BASED ON "BREN BEING N 533,251.417 El,510,053.747 APPROVALS "BREN NO. 16 ''. ' NO 12 11 CITY OF NEWPORT BEACH APPROVED~:._;-:_:l~-~~::::2::=------DATEq • l4 ·] z,_ Jr T. DEVLIN PUBLIC WORKS DIRECTOr. R.CE. 9537 SHUIRMAN -SIMPSON CONSULTING CIVIL ENGINEERS PREPARED UNDER THE SUPERVISION OF. --""~===-'~==~=-'-__, _______ DATE 9-/Z-7Z- DONALD C. SIMPSON R.C.E. 10595 SHEET _.i._ OF J!L.SHEETS ' . -i ' ,~ , • ' • • • • • • • • ii ~ '=>l SCALE /':: 4t)' E:X\ST. MONUMENT PER TRACT" 7223 lJ S':14 347. (oCo E 1,soe, 2!:,z. ':14 MON. PER TRACT 11-7G.38 IJ. !:?34. 310. 43 , E.J,508, 045. ~c;, SEE-NOTE "'10 OIJ SHE.E.1' I 1/71 D'.ETEF!JCH-POST 21019 .003 53 ~ii'EE ::lzi tt ,. i ~ aJ S4 I -- ' ' ' DE.TAIL. SCALE. 1":::.'20' al I !Ii I I <oO <o\ ~ <o2 CURVE I DATA 100.oo' 50.oo' ... L .• '2. 88' 42.'2'2' I : ' •• f ' • ' j' JC >,') " ,-'• • '' ,.,. ;-1 .----,--,------------,---r=,,=------r----------------1-' APPROVED STREET 8 WAT ER PLAN 8 PROFILE STA. 51 +03.82 TO 63+00 CITY OF NEWPORT BEACH J'UBLIC WORKS DEPARTMENT SHEET 2 OF 18 , I ,,, ' -~, ~) ' ,,, ,, '""'' r· • ~ • J Effl ll .. • • • SC4L£ I''= 4C)' • . . • 1/71 D'ET~RICH-POST 21019 .003 ~ ~ ~ CJ ~ "I =l;;j ~ ~§ iill ti ~ ~ - - ., ~ = ~ - ~ . .. . =! I - .. C tl ~ . - 75 STA. 63+00 TO 74+50 CITY OF NEWPORT BEACH . . ---, :··:! ' ',;. ~~ ~'-1 -·;,,:. ,, ;-1 ' .. ;-• .• • ' .i JJ • -' • I • tn "' I I I ii ~ i I - ~ I ~ • APPROVED ~ MOl-1. Pi:.R "TRACT" 7800 1J '=>~':,. 210. zz E. I, ':>O':>, A.~3. 55 SEE. 1-IO-r 1:. 1 0 "6 >I e:. E:., I , NOTE::,·. 8<o ' I. ALL 5,A,IONIIJG I':. Oa-1 CE.t-l--CE.RL11'lE. OF COIJSTRUCTIOW..-- Z.l'OR TYPICAL 'STIZEE.T '5ECTIOt..1~ 'SEE. '5\-IEET 1-l.O._ a. 3. FoR s-roi;:M ORAl1'1 PLAIJ t P~FIL.i:. SEE. 'S\.-IE.E1: I-JO. 13> 8,: SMEET NO. II 4. CONC. "SIDEWALK. "TO 13E. COIJ-STRUC.TE.0 PE.I<:. <'.:ITV STD.-IO~-L, P..ROOM l=ll,l\5H (TRAt..lSVERSE). --, STREET a WATER • PLAN a PROFILE·-- J - -_ - '·,~ -. ·-A J'/; .·, .,:' • < ,\; '•~-~ ", ,;_, • ' ::.!-,_ ,·v·o'.J -- • • ,J ul g t Ill 4LS~• , . JJ. ... ... ' ... Ill• 111: FULL "?UPER 11'3.ZZ' ~ I 'E. C0JJSTRUCTIOtJ. ' TRANS. ~ 9<o 9? > CURVE DATA .... A" ""2" "'T .. ----D l-~-90_0_'3_2-'-' -' .c.S_"-1---'3_8_2_. o_o_'-1-'3.::...._8_=>_. "'-' '-i-...;'°=-0=-.:'3:..·:...~_3_.' '2,_ -zoo 27' r;et• 421.00' 74>.001 \'::,0.38' ;_ '"31-i:~_.:1:...:9::..0_.:o:::4::,;,..' :...:0::."1_,_"+-3"-'-7.:::,3::.:-O=Oc,.' +--='°::.:2:::·:...:"',:..:::'=>:...' +-.!.I !<Z:::4~. :,:14:!-f' ~ ~ 3qo Sil>' 37• 450.00' lc3. ':>4' 3 I :3. 72' _ 5r~ 4':,0 II' 4~" 42O.oo' 1gz.ze• 3/oO.G:>~• ~-~-'--"---'-''--'--"-+--'-===,-1---'--'==.:::...,-1--==-=-=-1 w =,0 '::10' \,• 100.00 :!.':I:, C...10' ~ l<=:l" 04' 07" ':1'3'2.0o' ~'o.'84 130.4(o' ~10 1--.:....=........::,_.!...,..::.....:...--1--=--=-=-=-,-1----=-::c.:..::...!.1-==:::...i r-:_:::;; 19°04 07" 40Z.OO <:s:,7. E:>'2' \'?>:,. 7'3' NOTES: I. ALL STATI0r-llJJG I':> Ot-1 CE.N'TE.RLINE. OF· C0NS"TR.1.J.CTIOW. Z. FOR: TYPICAL ST~E:.E.T SE,CTI0NS SE:.1:. • S\.'.c.E."'I' NO. 6. . . 3. FOR S'T0RW\ OR.All-I PLAN t PROFILE. 'SE:E: SI-\E.E:"'I'. NO, II & 5,l,IEET NO. 12 : 4. HOR:IZ0N'TAL CONTROL PE.R. TRAC:::T 40 1!:>I~ . e,, c:or.1i::. 'SIDE.WALi( TO_ ~E.-C0N'!:>TRl.lC:"TcO . PE.I<: C:!T'< STD. -10;:1-L •. • .• WITI-\ B2ooM FINIS'-' < "l"R•"SVE. ' . APPROVED • STREET S WATER PLAN S PROFILE ':' ,i • '· 'i ~ _, ' ,', ., ' ... ' ~ . . . ' --' -.~t1 . .. , ,. . .. s ,, . ... _, - at ~ r . ' ~ 9(o 97 98 • I I\ . ' CURVE DATA .. \.'}:. "'a># -... T" ',. !! r 1 \...~ 15° !:>'!,' 22" 2'!1. oo' 3. 50' c... 95' r--0i---:---=:-::--=:-::--~f--c::---,:---:-+-==----+---,~~.:,.i 2 F-+ 73° zo· 0w" 50.00· :37. 23• Co4.oo' 1;:'3\-.. 100° 5'!>' 49" 50.00' <oo. 54' se.o~• 4Y ':>4"' 20' 1'2." "3G,1'. oo' 188. "3"-' 348.05' l'::~r 29° 4a' 28" 443. 00' 117. Sc..' 229.SZ' <oE-r 12!0 2\' 48" 41:,.00' 44,q':,' Aq,':,':,' -7 ~ '3 • 24-' 51 " 41 !:>. 00' 34 .17 ' li>8. 1e, I 'a r 74• 01' l<o" '308.oo' 2'32. I B' "397. ~1• '-9 +-174° 19' 27" '2.00' 4o. 3S' <o.09' ... 'io r 14° 4o' o~" -40Co.oa' ':,2. ZC..' 103. ':l4' • .. ·.- 11 S<:,," 41' 33" 10. 00' 9. 44' 15. 13' 12 100° 24' 22." 4. 00' 4. 80' • 7. 01' ~-1:5° 14' 43" 280.00' ;32. '=>L' Co4.73' I: 7 8:: :::. ~~•,: ~~~~:, "3 ~-;4:,• ~:·. ~~• = 17'-" 48' 39" 20.00' 71a. 44' <o1. 72' ... ' 22" IB' 08" Z00.00' • 34'. 42' 77,BS' ;18&,-82° leo' ':>l" -4.oo' 3.49' • 5.'74' =:(19}• lo8° 24' 5Co" 4.00' '::o.':,'5' 7.'::>?' (ZoJ=;-20° ·-44' 17'' 39/o.oo' 72. 4-<o' 14"3. 33' ::::r21}>-l<o8° 30' z4• 4.oo' "39.75' )L.7eo' ZZ' Zi,,0 17' ':>o" Z89.oo' E>7. ':>I' 1'32. <o4' ' :~"" 1os• 58' 14" 4.oo' Z.7"=>' ,!4:,·i---,. "38° oo' 13" 40.001 l'3. 78' NOTES: I. ALL. S.TA,-ION.\"1G 15 Ot-1 CE.t-1,-E.R. L 11-lE. OF C0~STR.UCTI0i-1. 2. FOR. DE.TAil.. OF ME.DIAI\L A'i!'E.A '::>E.E. SI-IEE.,-NO. 7. 3. FOR T'1'PICAL. S'TR.EE.T se.c, 101--l S SE.E. SI-IE.E.T t-1O. 8, ' 4. FOR. s,-oi,:1,,1. ORA.IN PLl>,t-1 Ai.ID Pli!OFILE 'SEE Sl4EE.T5 NO. f~ !;, !lo 5. 140R.IZ0NTl>.L CONTROL. PER. TR./1.C.T <t-7'=>1~. E>. CONC, SIDE.WAL.K TO Be C0IJ5TR.UC::TE.0 PE~'. CITV STD.--10~-L. WITH P.>ROO~ FINISH ( TRA ~ S VcaR.SE.) . " ' ,,• j, • LIETZ 1324 BLU·LAR !J-61i , , , , , , , , , , • , ,' '-::,,~~ \ \ \ l'!>.08' G,.0,.,-~ 7 ' ' _j s -- ..: ul u. "' ~ uJ II' .. .J a "' Ill 2 o uJ:2 0 a 111 0 .:2 Ill -ul . ~ :> .J r .J \J ~ Q. II: -111 • Dl Ill '! 111 Ill <( > :::> = 0 \J IO \J di ::i 0 r,-:;: :z + .., 0 Ill • :,-O O Ill -Ill Ill ... ... ~ . ' -, !J/ JJ / ,fl-:A..,v DATE BY e.)(\":,1:. r;,,.V. s IP IJJ .., ;; 3 "' 11J/ ~ // I DESCRIPTION REVISIONS I APPROVED APP'D. DESIGNED .A CHECKED D.C.S. -------------1 I I 1/) I ' ?RAWN \• DATE · ,Se t. 12, 72 ,I, ,J ,_. IP ;; U} IJl <, -.., Ill <t (!J • -i if,,. '\ DETAIL PLAN • OF\. ENTRANCE CITY OF NEWPORT BEACH PUBLIC WORKS .DEPARTMENT SHEET 7 DF 18 ~ 3' • • LIETZ 1324 BLU•LAR 9~1i -z• Iii>' TYPE •E" CURB · AGG, BAS.E. PER DETAIL 1-\EREOt-l 7' <oO' R/W I ~ ' M.E.OIA"1 'f>1'RIP CUii!:~- PE.R DEl'AIL ME.REOl,,I 1<o· A.C. PVM'T. ' 2'Yo 11.E.OIA!,,1 ":>TRIP CllRP., • PEI<: OE.l'A\L 1-\ERE.0"1 12" MIN. TOP Soll;. STA. zs· to' '!I' 4' 2% . //IIIV.H .' .. --, -. ~ -... :tt:'-~:-~.; :It-~ "'2#,b1~~ 4\11 TYPE. -e," CURB PER DE.TAIL HE.REOl,,I STA. STA. z7n Ho' • A.C. PVM'T. 3¼ 77 ~ .35 .TO 51&' 'i!./W 3' l(o' IS i:: t., ~ ~I ~ ct% ~ -. . .,., -:.;; i , ~ GO+57.75.T0 <oO' R/W s' s· . AGG. BASE;:· ... I I I I :,.• ~ \!.. <:S I-'.. ~-I:'( t i 8 7 + 70. 48 \(o' . / ·_ • A.·c. 'PVl"t'r~ 2% ~-., . t AGG. BASE. . 75-,.oa.15 97 .+ 77 .45 MEDIAN STR.IP CURB PER DE.TAIL I-IEREON 7' SIDtWALK , 4" CONC. TYPE "E." CU!il:B PE.R. DETAIL 1-\iaRE.Ol-l 31' '$' 7' 5' .. SIDl::WALK . . (4" CONG. - 2¼ . -... -----:; .;, . • .,:. :_:,:..·•:'-: :-:~·-Y~~·f•.'~.'./.,:\,:",~•• ·,:-~ ·, ·V• o>~c:o, .-:,tP --,~;:.,:~-.. ~-"'-··' J,V// ........ ,,,,,.Ji?~ • , .. ,.of_,::;, elf\" TYPE. "E." CllR~ PER OE.TII.\L ME.RE.ON ' 7' . AGG .. P., ASE TYPE. ~e• CURB TYPE. "E." CURB PE.R DE.TAIL HE.RE.O1.J IZ" J.All.l. ,op SOIL PE.R DE.TAIL HE.li::£O1J 5 TA. TO (SHOWING F'ULL SUPERE.LE.VATION} TYPICAL STREET SECT\ONS NO SCl>.LE • 24" 21· MEDIAN S'TRIP CURB SCA\..E ·, I""-l' • O". CURe, DETA\LS , . . - Z' ---------------..... -+-"I------- 20 .. . . . • ~~ S'RAC-1:o-,. - ✓ TYPE. ·.E. cuiaee,. I -- . I • ' - 10 . . 0 • Nd) .. u .., 10,4!,( ME.OIAt-1 ,!, :...J:·sT, RAP - -- CUR :GOLF CART .CROSSING DETAIL MAlt..lTENANCE SCALE : I"• 20' ----- C\I tr> .. ff) «1 S' lcAD. ROAD EMTRANCE . .•· . . -. -- • ·': ,l. ••• : ••• . . . .-: . ·.. .. TVPE; •e..-CURS DETA\L ·' B fisHu1AMA:-if ...... s1MP~dN· . .' :·, • . -NEWPORT C&NT&R BUILCIINB • 1---1--+---------------1---,1 12· SECTI0"1 .. A-A" sc...c,..1-a.. r-=-"2' 12" ' 5 EC T 10 N ''B-B" z• SE.CTI0"1 SCALE'. l"•c!' SECTIO~ SCALE. : 1•-I' "A-A" -· .. ~-c SECTIOM "C-C .. SCALE.'. l"•Z:' .' 12· l'Z.,. APPROVED PUBLIC WORKS DIRECTOR R.E. 09 5 31 STREET SECTIONS a DETAILS ,, I • .. ' . ., \, I ~ ~; · !i · '• ·~ ~ '·., :3!59 Sen Miguel Drive • • ' : ,·;., (7141 644-0663 '. ..:· • APP'□. DESIGNED DRAWN , ·,i' !i 1 • ,~,.~..,,~.Newport Beach, Celifornia easso,J _ _:_j_ _ _j. ______________ +_-:J~~~±:'.:::~~;===+--------------.-~---'---'-'::.j • ' iiiii • ', ,< ·;· ~ ' '. ~-.. ~-·:;• ~~.' --□-AT~E~_sv~-----□-Esc_R_1P_T_1o_N ----~~-r.:ccH-;;c~c:ccK;;c!oco-· --r.o""AT;;c~~-T~·~--. CITY OF NEWPORT BEACH co••u•••••"'v,L ■••<•■■•• .,. ;.':::;,¥ ; ~ REVISIONS D. C. S. ·Sept. Ii, 7 2 PUBLIC WORKS DEPARTMENT SHEET 8 Of 18 • ,_ ' • ,------------------------------------------------------------------------------------,-,-''( • 7;! uJ 2 .J ll/ lJJ >-i 0.: ' 0 ,( ~ 0 "<I' 14 t() t-- 8"G.1. P- ?-0" \'2.'' 0 . -"' G" F!C.C. SLAB PLAN \0" '50{. 40 <:,TEEL PIPE, 'NEL0 '/4" R. TO TOP, PRov, oe:e 4 f.lcTC.1-\E.'=> AT e:,c,TT<=>I'\. GALVAUIZ.E A.ETE.F,. ___ F.0.1':>1.", 1 c ..,_ T le> >-l • 7"• 7_" •¼J." L WE.LO TO PIPE (i'fP) 1/~",p PeRFORATlONS 3 ROWS(? 3" o.c_ ooorooo 000,000 o o at''::~ '°OJ o o 1." AIR ~ VACULll"\ ~,-r-r RELc/1':>E'. VALI/E I I "\01'\L,'1;' MoDEL # \44---+-~-, h' I \ I 'r---/ ' ' SECTION AIR t VACUUM RELIEF cru,-@ . , ( QUlK5ET VAULT Pv-550 '3/B' </> COPPER 'TUE!>11'1G, -Fl''e>'TEt< To, VAULT l',/IT,t (;ALV-l'f5TAL ~1Rl'P'=> T Sl'C.l.P. ~~-w,~ '(G," CoYJPACTED SECTION "A -A" B ROCK □ II -LADD'E.R R.Llr-lC.~ CJ\-S,T It-I VAULT J11; _:'f '=>ECT\ON "5 -5· EQUIPMENT \-\ST • I 13 -G,ALI/ANIZED 'STG.EL 1-\o=D -~-'--------1--------'-'-, ... tow Plffi,s. ' '5 tOE. 0 A i1l l_ 4 1/71 D'ETE:'.RICH-POST 21019 .003 10· -a" PLAN "' • .. <· ,• ... A I (i}-B· PRE";:>'SURE. R'E0UClNGi VALVE -CLAYTON '30 -:--CD--e," C:,ATE VALVE -NON RlSING, "'.':,TEM W/1-\Al--ill IN\--\E.EL (3)=-8" V\CTAUL\C COUPLI~_ _ ];0--e,• ,._ B' ,._ 4" C. I. TEE • ~4" PRE<:::>SURE. R'EDUCIMG, VALVE -CLAYTON '30 @-4'' GATE: V.AL.VE. -NON Rl'SINC, ':::>TEM W/1-\AND WHEEL GJ-4• VICTAULIC COUPLING . @-4·• -'30° ELL . ~~PRE <:=,SURE <'.::iAUGE. : o -!So P."S.\. ]g--1• 4' TAP W/ CORP "':::>TCoF;' TEE ,\' REOUCE.l<S @-4B'>< 46' BIL.CD TYPE "AD" ALUMINUM [)O(JoLE LEAF 1-lATC.I-\ @-Bt<iS'TOL 2 PEN PR.E.-S'SURE l<ECOR.DE"'-W/ \NEATI-\ER.PROO\=' CASE $ DIFFE-1<-E.NTIAL PRES"SUR.E. Ul\llT , CATALOGUE * ZGGS& @:--=," 'f> GALVANIZED ~TEEL PIPE -11-\R.E-ADE.D r.::iaTI-\ END'==> @-3· 4' FLQOR. FLANGE'-. NOTE~ \. ALL CA<oT \RON PIPE f; FITTlNGi'c::> TO BE. CE.Mc.NT LINE.O, Z. PRE.";:':>5URE RE.DUC..ING.i VA.LVE.5 TO 5E _ E'S"TE COA"TED IWS\Dt:.. t PROVIDE.D WIT!-\ "::,\TE CiLA;';::,S. 3 PAll\lT ALL EXPOSED 12:)N F\TT!N.C:t':::> 1; EQlllPN'\ENT WITH ONE. COAi OF RED LE.AD PRl\'<\SR e; ONE -. . COAT OF ALUMINUM PAINT. 4. B~Cl<FILL AROUND ALL CAST IRON. PIPE. WITl-! A Ml,NIMUM OF \ FOOT OF CLEAN _SAND.~ _ r ✓ 6" R."t. TO FL&, ADAP'T0R ul ~ 61 ii) O! ?> 0 :u 10' s·\ 90° rLCil£>. ELL T\.\RUS1' P.>LOGK ) jS~~~~~-MIO~~~+~A~~1-~'::>~~!.-~~~ LO I I I \ I I ~ ! l , I , ' I I UJ 19 ~ l'J ; ! 8" c. I. P. I • I I I I I . I ~-----_J SIDE. 10' 6.07' I I _...J 0 ,ti -- -- PRESSURE RE:OUCING LOCATION PLAN Fit.llSH 'SURFACE f. FUTURE. :s:I&E;E;I T~~UST BLOCK ~ eo·• ~0° "'\ ELL G"A.C. P.' a: I tJ <I ' ' \9 I ·~· _,--Go" G~1'e VALVE. ~-------- // i•'tt.T. TO FL.~ ,, ~DAPTOR. , .. ~:~--~---------______ ,./ ;~-T~RU~T P.,l,OC.K VAULT = 1111 E.XCAVATE.D BANK. ----i TYPICAL = = 1111 Ill APPROVED N - <o' IAIN. 10" MAX. TRENCH NO SCALE / --i----aACKF\1..1.. PER S"TD. SPECIF\ CATIOt-lS (90% COMPACTION) .---BACKFILL TO 12" Mll•t OVER TOP OF PIPE WITH '5AN O OR. OTI\ER. GR.At-lDULAR. MATE.RIAL HAVII-IG A MIJ>I. 'SAJ.!D EQUIVALENT OF '30. (':lO¾ COf.APACTIO(\I) 130TT0i.\ OF Pl PE DETAIL WATER DETAILS '. . ' ' ' ,. , ~ . . . , - J - i9' ~ ,,;; 5 ~ 0 SEE SHEET NO. 18 A·~c::l~"R'--_£--"'<, O(,ITLE, OET.41.Z. 5 ~ I I • I l .. ' 'St • ~ -:,; t-.. ti) \i "\)I i! a 4 __.-:. _ ... -- w -- ~ ~ ~~~ . ~ . m \l ".I~~ ~ <;:i"~ I;: 'il .,J •• 1 t\i \ij ., ' • Ill~ ~-I ~ ... \!l m IS ;.; • 115 ~ ~ \) ' i II ... - .5 3l ~ Iii ~ C) "''It_ ~ ,\-Ill ~ \ti ti\ .... \I\ ' " ~ ~ ~';'.) \j !ii ~it ' ~ "ul 'll -' "l J -- - ~ s! I\: lj \) lq" ljj II;) 'II-~ ~-l'f) " i-~ r... i- \ti \!;J I " ' \ L al 7 . .... ~ . ~ lj ~ \ti" "<;. Gi . ._ \\) ~ ~ 11:i ~ ~ ~ 1-I) ~ tn -~ i- '1IJ K I\. \ \ 1 ·~ ~ ~ ~ ~ ~ II': ·---.I w-. -' / 10.04 r'\. . ~· 1::111) ..J ~, ~~~ I ~ lJJ ~ \l.:~~ ~ '-!t~ I\ ,!'.I:. !I.I Ill !ij ~ b ~ti;~ ~ e - fi i~ -1 ::Ill, • INLET OL-A INLET" OL.-A ez-,.7r.;,.1tJ eROAO 5TA. ez..-7,5.94 e R'OAC7 srA. L=7' H=7' EL. A • .,, eo.1a EL. B .,,80.0/ EL...C "'80.ZI EL.O ~80.44 /NLcr OL.-A L..; 7' EL. A EL.B EL.C £L.D 97-,.04.59 ~ Ra.40 5~ L. = 14' H:G."2.'?' EL. A = 105.56 EL. B :-105.-52 t:L.. C = /06. 50 EL. 0 = 106.8I 5~55.0tJ -J!!!J.f,/Q2 A =5'JJ"IG'l7ll 8 =15" C ~ 'EJ.!on O: 21'' E:/~'JJ3/4" F = 4". G, = S;/2" L.= 2''-!:'1/2" E"l. 'R"= "fB.~, EL. •s" = ~B. 71 H=-5' "' 83. <;:JO = ea. ,,;e = 88.50 ~ 83.to'Z e-~MDRAINOA"l:4 /110 . ,1 R . L.. <A> @6~05c:J~" '!!JcJ.Ck?' /0:J.8/ (13> 41•4~ '39" 388.<XJ' z-13~4,:;' @ zo·z7'.59" 41:?.CJO' /47.17 1 APPROVED r .58.541 . !478Z' 74.3!?' . , I ( I ' ' ·---1 /·:: : tJ ,. . ~,. ,, • . . .. . ... ·,' ,, >· .~, '.'. ,; 4. ·~ ' ') '· . •;:, . :. ,,, ~ .. • . I ' ' .,_: "•~ .-" ' ' ·~ •. ' • ' -•• 'i '; . '/~ >~ i;1i: ,' _, .. ,·t , ",':~·, , ,:~ ' 1 ' ,. ".' . ·, '.>': ' ., ,',\ ',-t. 7 INLE!r OL.·A 90.,..3~44 E ~o. 6rA. La /4' H=f&' EL.A = /33.46 GL.B =-133.48 EL..C = 134.80 EL.O = 135./,p /Nt.15, OL.-A '!!I0-1-47.51 ~ ~O. S7"A. L=JC)' H:G' t=L. A ~ l3G.G4- €t.. 8 =--136.30 €t:... C =-/:15.4~ E:L. 0 =-l35.4~ ... 1n1 O'.ETERICH-POST 21018 .003 ~ II 8· /0 II /2 /4 IS \ 5CALE : l"=-40' \.-- • [\ i'\ .... <-_, Clli vJ D I d 17 18 19 • NO. ~ R L. ® '!:JO •3;? I/ 8H 3e;?I.OO' © -z•;-z '33" 2000.00' 77.I-Z' ® 7g•35'~8." 45.oo' .57.80' @ 4.5•00'00" 45.oo' 35.34' 18.64' . . APPROVED • • \ STORM DRAIN . . LINE "A" .. ' ., '' 7+66.36 TO 18+10.55 . ' . J I! -. ·- ~ -. ' fflii ·-~ ... NO. LI R L T ® 45•3t3'Z3" 4500' 35-85' 1894' @ l"l9'16" '291.00' ® 5"38'tS" (80/.00' 59.13 1 .A = 74"44':32" 8 = IS" ,t=: = 10 3/4" G = /03/4 c = z!.eq O= -z7n € = I !.4 8/4." L =Z!..(4fz" cL.. "R"=BB.GI Et.. ~s•:. BB . .54 /Nt.E'T OL-A 79+/'5.00 f ROAO 57"A L=l4'1 H=4.77' Et... A= 87.0~ EL.. B = 86.80 EL.. C= 85.':fJG EL.. O= 86.00 ltv'Ler ot..-A e1.,...57.oo E ~oAosrA. L =7' EL. A . EL. t3 EL.. C EL.O H".5.50' = 78.6~ = 76.SZ = 78.SZ = 7B.<o9 INLET OL-A,NO-Z. L=IO' H=S.oo' EL.A= /09.SZ EL. B=IO~i?7 EL. C -./0663 EL.. O= /08. 9/ IN L. E''f" O L. -A 7!1.,..25.,:;Jt:) i ROAO 5ll'f L. = 10 ' , H = .S. oo' 1:L. ,4 = ee.10 EL.. 8 = 8£j_ 06 EL. C = 88.66 EL. 0-" 88.!:IS INLET CJL-A, NO. I t.=7' H=5.DO' EL. A= IOB.4--Z EL. B =108.3"3 EL.. c. = IOB.60 EL.D=/08-85 05 /N'LET /11.:?.4 {f-1=5~ l=L. A= 8?.15 EL . .8 = 81.~l:3 E'L.C = 8I.9B EL. O= 8?:.15 05 INLET #o.5 (H=7.7o:J -EL. A = ez.oo • EL.&-= 81.83 EL. C:: Bf. 8:3 E'L. 0 = BZ. C,O ·+----------++----------+-+-----------+ Inl D:ETERICH-POST 21018 .003 ~ ~- ~ ~ --l - ---' - tj Ill -• 7 ·- ... ~ ~ i5 , ~ --.. I\J ~ ~ ' "'-\/i ' 'i '1 \'.I • I;) 1--. t; ~ \\J ~ II.I j. " 'll '\JI ·. I \ \ BIG w ' 4 J I LI. •P-3" fi.i Ii ,! I:, i~~ 'i: ~ • ' ~ -.J "' ti) I:;) 'Ill ~ "1111),) j ~-~ );: s:i -~ 1--\::i:--ll,j . -.J ~ II) N -...1 ~ ~ " II) II) ltJ _, • 'I-\i ~ ,. Ill '\IJ c--~'-i • I' 'll--1 J..:~l) \ . - I ' C.dNYON' = / / . --.. .~ ~ ~ ~ '.l: ~ II) I'-) -~ I\. K \'I) . I'-\lj .. ,-· I() ti) ~ ; . . ==I 2 Ri~ In In~ 3~ lj " lt ~ ~~ ;'{ \'i ,~ t:: II\ • ' --.. ' ~ ~ ' ' : I T II) ~ i-:: ~ ' ~ 0 A =GO" /!!J = 15" C = 3.0' 0 = 24" LINE "A 0 St:E s1-1r. II E = l'-IO;/z" F=4" 0=/0" L.::2~~!/z'' EL. 'R "=IO/.Z6 EL."S"s/0038 APPROVED C\~.'l\n o· -------~---------....:---+---+-------------+---t I PUBLIC WO~S..QIB_ECTOR • BHUIRMAN • SIMPSON ~ NE-W'PCRT CENTER BUILDING R.E. N0.~-1- -If . -• ~ to+;?-Z. '!!l:3 .J. G. NO. Z A=a?•ao'ts" F=7-='/4" - ,g,,1.5" 0=8r'z-" c; = z!a" • L. = zt.sy'z" 0.,, '24" EL."/e"=/0/./4. E: ~ 1-'2" €t.:5"=taa '!M STORM DRAIN LINE "8" 0+00 TO 7+61.14 .• • , -!i , · 358SanM1guelOrwe DA__, n I 1A r,~ , !i . ' ~ Newport; Beach, C8h~rn,~ 92660 -1 ,. '. C714l 644,-056'1 • • ~,-. '.. DATE BY DESCRIPTION APP'D. DESIGNff DRAWN S •• •■ 1 " : '~---~ ~' • • • .: : '1--_.1__1-___ R_E-VI_S_IO_N_S ____ ..:.,-'---t-cc=HE""c·'K~E!--'o --+·=!F.-"."""~--t CITY OF NEWPORT BEACH 0~N8ULTINQCIVl~&N131"!HA8 ._·.,· ~ ·0~ ";..,,.:;:a-}}g~ i D.C.S. -~!;Rt:J·Z.,12 PUBLIC WORKS DEPARTMENT SHEET 13 OF 18 ' ' ,, /• ., ' C ,.,:, -1 . -,, ·( ,' • I T.S. N0.3 /~.,..4~.t#G A = Go• 8 = 1.5° C~: l'-7N -·-·o, =.1e 0 -·:-oz = I 8' • /9 I T.5. AI0.3 /6.-38.42 \ A = e3•01•se," a=-1s0 C = /.3" a= 18" o,,,. = 1e• ---------➔➔--------+ l/71 O'.ETERJCH-POST 2101B .003 IS <e g:QOA7"A@ LI • .53•53'4z• R = GOl.00' r= L " .SGS. 3.3 ' 17 ----- ·' . -. I ~ I L ' - /t; - r--._ ~ . 8 ~ . i:i . ~ ~ ~ ~ •· 15 I ,/ I I I I \ ~ -~ . ------ /4 ••-I -I I . . - . I! ~ ~ ·13 ~· ·. -~ ' ' ' -- . c:i '<I;. "~ I -.J Ill \) !;I "\... I'- ----+- /2 II /0 ....,_ \ ~ { . INLET Ot.-A /Nt..Er ot.-A to.!J,..75.33 'E ROAO 5774. Gtf,r<,3.4Z e ROAO 57:4. -1---------- L =tO' H= 7-00' EL. A = 1,s.10 EL 8-= 194.77 E"L..C = /93.~ _ EL.. 0 ~ 193. ~.S --· /1\/LE'rOL.-A 70+31!1. 93 e ROAO 57A. L = 14' H=.5.00' E"L.. A ~ 143. 25 EZ .. a = 14:?.8!!' EL-C = /4/.,t;/ .:L . .0 = /4/. :S<JJ L = /4' 1-1=.S.OO' EL. A : 170.$0 EL... GI = 170. 77 t:L.. C -= 17/. 7? et... o:. 17zoe /NL.Er OL-A 70,...5/. 70 f!.ROAO 57"A>. _ L=/4' ;.f=S.oc,'··. EL. A = /40.4.5 -- E,:,. a = 140.47 --• EL.. C = 141. 7.5 eit.. . .O = 14-Z./I ~;] _-, ·'i ' :r,:t,j ,"i . <1:i ~ ~ .. _....,.......;....,.. ___________ ....,..._-.-..,.,,.,..,...,,,,---..:±:======::;::=========:.!:==========ti ·~· '.· ' APPROVED ~ '\. '\ll ~ ~ ----:-f . '7) ~ , (Y ,------------------...:----+----+-------------+-~ / PUBLIC wo~s DIRECTOR -SHUIRMAN • a1MPSDN NE!W'Pcis:aT CENTER aU1LalNO ( R.E. NO.~ 531 • !i -~ -S59 San Miguel Drive . "'DA-1'~ l .d-. '1 ~ _ !i ' ' ' Newport Beaoh. Ce.lifornle 92880 • (7141 S44-0SB'3 • -DATE BY DESCRIPTION APP'D. DES'.rN~ DRAWN --■ ._ -; ' -/] -,,;✓, d_ ' -;' •~1----J___J__ ___________ J___-I-CH--'EC"--K.J::EDI,__J--D~AT,,JEr:c..,.,__C:_-t CONOULTINOC,VN.ONGONHAO • 4'.t2! ~"<=::• REVISIONS O C S · '5, • t l'Z 72 . , • , ~s . . . ep • , . STORM DRAIN LINE •s• 7+61.14 · TO 19+20.55 ' ' ' . CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 14 . OF (8 . . • -' . i:lt ~ ---· ,, - 55 i5 I ' --- 13/G . --\ -- ' ' • 1n1 o:ETE:RICH-POST 21019 .aol ~ ~ _zz - ...... --.I ... , ---- ~ al 2/ ?O 19 05 /NL.ET NO.I (H,,5.c;oJ -as /Ill.Et .#a '2' (H::6.48) 05 /Nter NtJ.!!{11=5.00') el . .4 = 214.II EL. 8 =Z/3.'!!JS EL. C = 213.-,7 EL. 0 = 2/4./.S ...... APPROVED ... , E'L. A = 2'/4.6:IZ EL. S :: 214. 7a; EL. C = 2/4. 78 EL.. 0: 2/4.~,S . : l=L... A = 215.07 Gt... B: 214.85' Et:.. C:: Z/4.88. GL.. 0 = 215.04 ~S.O. OATA@ ,1 = 2":!:J•14 '38" l'i!=Z75.00' T "Sto.5<3' L-= /1/..50' STORM DRAIN LINE "B" 19+20.55 TO 23+39.39 ~-:Tl) n {)~ .--------------------,.-t--+--+---------------t----J/ PUBLICWO!lJ.SelRECTOR • sHUIRMAN; 111MPBON • "' -Nl!WPoRT CE!NTEFI BUILDING • [ R.E. ND.~ _?21 · · !i · --359 San Miguel □rive_ bA E~ t .d ~_-, ': .-!i -v' _; ~ Newpt:Jrt Besch, Ca_lifoi:niB 928B0 ---• ,J714l 84_4-0583 • -,, • ·., -... • -DESCRIPTION APP'D. DESl.~Ni:f DRAWN : •• u•T•••cw•••••••-■•• -. __ -4;1'd:i, 7 ~si-ji1--o_AT_E:_;___av__,_ ____ R_EV_I_S_IO_N_S _____ __t____+.:::cH-:-:c~!';c~~~o~s--toccc¥;;:{~P~ sr_~,-z-, 7 - 2 7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 15 OF 18 -, . .J • ~ i -. • • • , • ~ --- ~ -·./ -- § D - --- ~ ' ~ ~ ~ - • ~ --- rj SCAL..€S NOTES lfEGAl(OING W()f?I( IN 5.411 JOA(!)UIN 1111..t.9 l<'O. /. EJEFORE ExCAVATIN'~ NOT/FV rl-1!: FOll.()Wl/116 UTILIT.YCOMPAA/IE!j,' 50U7HERN CAl-lF'0!2N'IA 0A'9 COMPANV -i£L, .53£3-0ZI/ SC)UTHERN' CALlrcJl<'N/A EOl:30A.I CcJMPANV' -7EL. 8£35· 38":33 PACIFIC 71:L~PHC)NG' COMPANY -1£L.. G73-004S CITY C)F /./EJ,VPO~r ,f3EACH {!:it:We,tc / WATER)-TEL.<f,73-Z//C) EXTi?.67-6-P ~~ COtf.lTRAC:TCJR 5HAI.I. COMPLY /41ITH ALL. APPLICABLE :i!=CtlOA./5 Of' rHe '''=7/"ANOA/20 '.3'PEC/rtCATION'ii PcJIZ PUl.:JL./C WcJ/21,c~ c0,.Vf3Tl:?LICTION" {l':f'7t:) EOIT/OA/) E:"5Plf:CIA I.LY /\ICJTEO_ Al<'E Th',:J&c GECTION-G 1:Ji=ALIA.16 WIT/-/ PAV6MG:.N7" £EMO//At. ANO REPt.ACEME/\/7", VTILITY Pl20TECT/OAI, 1REA/C/-IIAIG ANO &ACKFIL.L 1 77<.'AFFIC ANO 5/IFET'i. IN AOO/r'ION, T'HI= PcJLLOWIN6 Fl2cJVIGIO/I/G .4/ZE Tc? SF /N'CLUOG'O.', A. BACKFILL MATE/ZIAL.. S/-IALL. €IE at/E GACK: SAtVO-CEMEA/7' 5Ll.l/i?l2Y TO FACILITATE a:JMPACTIOA/. 8. TWO NcJl'27'HGcJUAIO t..AN£G 0;11 SAN JC,A<PU/A/ H/tt.G /2cJAO S,4'At..t.. SI= ;v!A/NTA/N'GO OPG'N' .Od-'?/NG, r1-1E Pt:P/CU? C),e- CaN'Stl2LIC7"/0N. 4 3 ----:::::::==-- , -========:r1 ll---c_-+-z I I I \ \ 2 I ~ ~ c:; ~ :;z:;:~ :l,jj ~ Ii -- ---~ -~ -i - -- , I 0 !:It! - -- /NLer OL.-A L ~ 7' EL_ ,4 EL. 8 Et... C t:?L.. 0 A=-G0° f-1= 7.00' ~ 1884'!7 = 188.32 ~ /Dt!1.3Z e /8/3_4~ 0+00 J. S. NO-2 {:? = 1:.0'/4" .e ~1.s· C1B!..t:4n L = 2~/t'j,t-" El.. "Rll =/71.56 EL. "S" ~ 171.3G 0 =30" E = /~ll-3/4" F -:: 1!0':l/4" ~ 5T'ORM O~AIN' O.ArA @ LI =54°17'17" I R=45.00' r«23.07' , L=4Z.G4' STORM LINE 0+00 TO DRAIN "c" 3+ 47. 35 I - ; , l .', J~ ',. ·,-4 , ' .:~ -) . : • • • • • ' • • , • cvke /3.,4C/LF/LL P£/2 sro --+---SP5CIFICAnoAJ5 {90%> COMPACTIOit/) Ci"MIN. _,,,_,,,.--/0 "MAX. ---- / I r---+---,--------+- EL.. ",4 • '/ 4"C.f': ' 0 1 /fl,4 CK r/LL TO Ii? ";(,// A/. = L-,--1----,F---OVE/.? TOP Or P/Pe ' WITH G"AA/0 o.a CJTl-le/Z G/2A,t./ULAR MAT&/2/AL- h"AV/A/G A MIA/. G'AAIO EOUIVALGA/7" cJr 3'0. {"~"7 % COMPACT/cJA/ j ----:::-,, STORM DRAIN PIPE BEOO/NG NO 5CAL.£ Ct//Z,3 /NLGT TYPE: S/.IOIYIV ON ?LANS LOCA7tON' <t c.a. ~SI-IOW/v' ON PLAN e' r-----) A 7 1 I I ' "'GL."e" -- \ i I ! ' t# ~ ,=L:c ll /-q- L A B ~ EL. ""O"' 4nc.?, ~ • ' ~~ ! L 8 TYPE~" . lvOrE.' PLOW LIN/£ /ELEV !5'. A, e, C, 0, ARE SHONA/ a.tr r"L,4/4/i!i AA/,7 ARE /f'EAO F.RCJM t.EPr TO R/c;;;HT L.001.t/A/6 TOWARC? Tl-,e CATCH 8A5/I\/ OPl:tVI/J6 PLAN CONST._ LOCAL.. Ol=PRE'/5910,v ...____ FER 970-304-i.. i:XCEP'T tl5e MOt?IFlcO WI07H ~I-IOWN , O/.MENSION5 TO TI-IIG Po1,vr _EL.SHOWA/ -, . ON PL AA/5 fJ£:CTION A'·A . ,. . ·. . . . .. , -•. II G'/fi'eO,N' __________ C-"-ll--'-'R.;....8----'""l N.---''l""--'E ..... T.,---D_E.....;.T A_.;;..I_L __ _ NO f:JCAI.E. , ,, 3-0 (THIS DETAIL. APPLICABLE TO INLEr5 ON BIG CANYON OR. EXCEPT :..:· --rHOSE A,C.ON'G THc M£0/AA/ STRIP-_SE:.c OE'TAIL "C~) 1/71 D ETERICH-POST 2101B .003 7YP. MEDIAN CURB V . C01,15'T. LOCAL Oe'PRES-5/01,/ Peli? 97?2-304-t-l:xCEPT U5E MOO/rle'O WIP1H GI-/OW;V HERl:ON' l ""R" ,,,~r 'os" STO. 0 306-L.. 2' 1------- I I ' . . TYP. ,MEOIAN CURB LOCATION Ore c.e . -S'HONN 0V ,OZ.AA.I ... / NOTE: FLOW L!Nl= l:LEV:S. A, 8, C, D, ARE! 5'/-IONN CJ/ti PL..4Al5 ANO ARE Rl:AO FROM L-EFT TO R'l@,1--/T LOOKIA.10 TOWARO THE CATCN BASl/41 OPSIV/N'G. BACK OF" CV~5 I «>'' . . • ... , •• • E:L... 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Jv,.,vcr10A..1 grnucru/?£ CM/4VH0Le) NO. / _____________________ 810-L-, JvA.ICTIOAJ 5T.12t.lCTU/2e A/O. -z _____ -----_____ 31 /-L ' JU,VCTIOA/ !iFTKUCTL/Re: NO. 4-312-L M4AIHOLG I tN'LEr 6rt=."P 403-L - .BUL.8 AN,;i;Le l="cJR CURB /;t/LeT. ______________ 800-L BULB Alv'0LE FcJF<' CURG INLET (AL.T.:R/JATE) BOI-L CURe INLET' TYPE 05 306-L TRANSITION STRUCTURE: NO. 3 -t..A. CO. FLOOO CONTl?OL DIST. DW<i. NO. i?-DIBS -1-----------------------------------------------ll GENE!<,4L NOtcS I. S7012M 012A/N MAT£/2/AL-'5 ANO CCJNS'T'IZVCTIOtU SHALL 'Be l/41 ACC0/.2.0ANCe WITH' Th'E AP/.7L/C:A0L..e Po/.27'/0A/E c'Jr TH£ " CONGT&'UCTIOA./ STAA/OAIZ05 _AtVO SPeCIF/CA710/V<3" PVl.3t..lC {/1/012/.,:g O£PT.', CITY OF ;VGWPO/ZT BEACH, ANO TH£ AP/.?L/CABL-£ G'TrfNC/4/2'0 a:?AWIA/65. 3, "<£ ROAO" ,ST;4TIONING S/10/f'II ON _STORM DRAIN PLANS COR,f?ESPONDS TO • T/-IAT SIIOJ'/A/ 01,/ STREET PLANS ALONG £ OF CONSTRUCTION. 4. 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' I \ APPROVED ORKS DIRECTOR CULVERT PLAN a DETAILS RE.N _<:j53i-