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HomeMy WebLinkAboutR_5582_S90409 CITY OF COSTA MESA VICTORIA 0 > • • 0 • ST PRDJFCT LDCATIOH 0 • BAK E R ci t:: t:: :, -,.. t:: q u-N1vERS\1~ U C o ... ~ ........... ) ©- CITY NJEVvPORT PUBJLIC ¥TORK§ OJF BJEACH ID JE PARTMJENT @--tDNSTRUCT REIIIFDRt£D STANDARD PRECA5T MANHOLE 1 PER CITY OF NEWPORT BEACH OW&. NO. STD. 401·l. ____________________ _ @--tONSTRlltT TERMINAL tlEANDUT PER CITY OF llEWPDRT BEACH DVI&. ND. STD. 40D•l._ 3 EA. I EA. (!)-SAl'ICUT At.ID REMOVE El'.l'iTltJ6 A.t PAVEMEtJr. ________________ _ l?S 5.F @--INSTALL 8" V.C.P. SEWER, _______________________ ;};LF. > ) ©- ©-- ©- G)--RELDCATE ©-- EJIHlll& POWER POLE BY DTUERs._· -~-------------- @--cDNIIECTIDN TD MANHOLE TD BE MADE WITH ? • TWO FOOT JOINTS, ________ LUMP SUM @---iNSTALl S" DUCTILE IRON SEWER. 11b l.F. .@--'coRE INTO EXISTlll& MANUOLE, INSTALL 8" V.C.P. SEWER AND REFORM BASE ___ _ I EA. @--INSTALL 4" V.C.P. SEWER LATERAL. ___________________ _ Ill L.F. 4 EA. \VATER JM PROVE MENT$ D.I.P. WATERLIIIE. [ CLASS ~I ] ________________ _ !IDT TO SC~LE R/W C0NC. CURB AND GUTTER,--<-- ,TVPE"C~PER ~TD. IBl·l. 1 \ \ \ R/W 201 20' 2D' LINE 0.%' NOTE' NO SUBBME RE~UIRED PER q1m1 EN&INEER. n\fDN STREET $ l It t~ ,{,§0. ~2 TIJ 30' 14' R/W 4"A.C. 0~ER 8" AB. PER ;OIL~ -----ENC.IUEER'4 RECOMMENDATIONS 3D' SIDEWALK PER CITl STD. IBO·L CURB AND GUTTER "TlP'E. A'' f'E.R CITl STD. 182 • L R/W VARIES 5' ·10 !0.5' VICI N ITV i\.~AP @--ADJUST UTILITY BOX TD &RADE DR RELOCATE ________________ _ @-tNSTALL 8" 4 EA.@--4" A.C. OVER 8" A.B. PER l!ILI EN&INEER'9 RECOMMENDATIONS. / l/4 0 ¼ ½ 3/4 I GRAPHIC SCALE IN MILES SYMBOL LEGEND --0- 0 '(f POWER POLE MANHOLE NOTE: @--REMOVE EXISTIN& INLET. _______________________ _ @-REMOVE EXISTIN& 8" DRAIN PIPE. ___________________ _ @-,-REMOVE EXISflNli WATER METER. ___________________ _ @--INSTALL I EA.®-- ®--24l.F.®-- JONES J-3165 FIRE HY0RAIIT PER CITY OF NEWPORT BEACH STD. SD0·L. ____ _ I EA. STORM VRAHl IMPROV(MHJTS ? EA. @-cotJSTRUCT &" CONCRETE CURB AND &UTTER, "HPE A", PER CITY STD. owe.. HD. IBl·L._ 101 t.F.@)--rnsTALL 18" R.C.P. WITH CADllL0C EXTERNAL PIPE JOINT5 •-------------,q1 L.F. CURB AND GUTTEll=c:' PER PHAIL DH HEH D. 2. CENTERLINE 6' ,z_· I. SID.WAL K1 P£7. ~:rv Ult t.£~•-L a FIRE HYDRANT METER BOX VALVE SEWER CONSTRUCTION WITHIN PACIFIC COAST ~l&HWAY TD BE COMPLETED BY MARCH 15, 198B. 2l5L.F.@--tNSTALL ?4" R.C.P, __________________________ inu. £ ~-'-. 4" P.V.t. PERrDRATED ] 011 SHEET MO, I A. ~UBDRAIN. PER DETAIL ----0-- E--POV/ER POLE ANCHOR MONUMENT -.x-x-FENCE BLOCK WALL C<P TREE tJ'-s,f., SH RUBBERY / -/;y' .&.&.&.& ASPHALT PAVEMENT ~JR BRICK WALK / i_:i_:_~j CONCRETE r, ;:! C.U~-<L/L<l BUil DING EXISTING CONSTRUCTION NEW CONSTRUCT! ON ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE --c;-GAS LINE -E-POWER LINE -TEL-TELEPHONE LINE -TV-CABLEVISION LINE -SP-SPRINKLER SYSTEM ) @)-CONSTRUCT 6'" RETAINlll6 CURB At.ID uUTTER PER DETAIL DtJ 5HEET ND.2. __________ _ AVON & @--tDIISTRUCT C0IJCRETE SIDEWALK P£R CITY STD. OW&. IJ0. 1BO•l _________ 1810 SJ.@-INSTALL 4?' R.C.P. WITH CADILLD[ El'.TERllAL PIPE JOINTS. ____________ _ 410 u. \ ~YCIEEY V.i11 ll1l'\1 @--coNSTRUCT 4" A.C. OVER 8" A.B. OVER 10.15"RD[K PER~□ILS EN61tJEER'5 RHDMMEtJDATl□NS, ___ IS~BD'S.F.@-CDIISTRUCT JUNCTION STRUCTURE ND. ? PER CITY OF ll[WPDRT BEACH STD. 311-l. ____ _ I EA. CONTRACTOR TD VERIFY LOCATION OF EXl5TIN& \ UTILITIES IN PROXIMITY or CR0SSINliS PRIOR TD ~ @- TD COMMENCEMENT or CONSTRUCTION AIID REPORT . @-coNSTRUCT JUIICTIDN STRUCTURE PER DETAIL DIJ SHEET i ·------------tEA. R/W :~: l!!~~~~!NCIES TO THE DESIGN ENC.IIIIEER @--coll5TRUCT &"COIICRETE CURB AIID ~UrTER,TYPE ''[';PER CITY STD. DW6. ND. IB~·L. ________ 112 l.F. @--cDNURU[T JUlltTIDtJ STRUCTURE PER DETAIL ON SHEET ND. 2 .. _______________ lfA. (:□IICRETE RETAJNINu CURPc) 20' At.ID VARIABLE I SIIEEl ND. 1 J-4 DESCRIPTION TITLE SHEET DETAILS STREET PLANS STORM DRAIN PLAllS SEWER PLAN ) I ) I ' \ ( & @--INSTALL 4" P.V.C. PIPE [ SCH 4D l DR APPROVED EllUAl., ___________ _ ®-- @--rnsTALl 4" ATRIUM DRArn DR APPROVED EDUAL. ______________ _ @- ®- @- @--toNSTRUCT COMMERCIAL DRIVEWAY APPROACH, TYPE m. PER CITY OF NEWPORT BEACH STANDARD l66·l. _________________________ _ @-- @- ®- @--INSTALL 4" P.V.C. i SCHEDULE 40 I SUBDRAIN WITH PERFORATIONS DOWN PER DETAIL ON SHT. 1 __ @--tnNSTRUCT CATCH BASIN, "TVPE 0L•A'; PER CITY DF NEWPORT BEACH STD. 305·l. __ _ I~· L.F. @-CONSTRUCT LOCAL DEPRESSIDII PER CITY OF NEWPORT BEACH STD. 304-l. _____ _ @--tONSTRUCT JUNCTION STRUCTURE ND. I PER CITY OF NEWPORT BEACH 31D ·l.. ____ _ EA. @-tOl!STRUCT BRICK AND MORTAR PLUli. __________________ _ 2 EA. I E.A. I EA.& 1 EA. \ At.ID 6UHER PER DETAIL D11 ~ ' SHEET ND. 2. PROPOSED PAVIN6 / 3" A.C. OVER 4" A.B. .-/ .& I 2 ---- \ l ;{t \ EXISTINu EARTH a '-'-"" ) I CHANNEL PROTECT ~. l.15' 1 IN PLACE. !'/.MIN. r=-j l'/.MIN. !?"MIN. < ~J._L-~~~H-\~-..L---~. l ;;--FILL MATERIAL TD BE APPROVED .Ji' ./ /. 4"P.V.C.PERFDRATED PER ~OIL~ £N61NEER PRIOR TD " 5UBDRAIN PER DETAIL ·.C,. PLACEMENT. t.-. ___ . -· DIJ SHEET IJD.2. ~ ~ r-' STORM DRAIN C EITHER-~ 1'11" [RU'iHED RD[K ~UBBA5 E VARIE'i -77. ____ __...,. 0.D&'MltJ. / ,., l ..• f. ,. .... -..·., ;; I. Ill WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER C0IITRACT SHALL , EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS DR IN TMIS CONTRACT'S SPECIAL PROVISIONS, BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD SPECIFICATIDIJS FDR PUPLIC W0RllS CONSTRUCTION, !985 EDITION. . ; 42" R.C.P. DR 2·24"R.C.P.I • 2. STATION INC. REFERS TO CEUT£RLINE OF STRUT. l. CURB DATA REFERS TD FACE OF CURB. RAW CUT, _______________________________ 1,050 C.Y. H6 l.F. RAW Fill I 140 CY -------------------------------' .. In '4'1@N 'Sia[EY ljTIL i~❖f,7.l:)fi ii) '.iTll fl ❖1l00 '!<THESE llUANTITIES ARE BASED ON All ASSUMED PAVIN& SECTION OF 9 IIJCHES AND DO IIOT INCLUDE LOSSES ASSOCIATED WITH SURINKA&E AIJD SUBSIDEIICE. FURTHER MORE. THESE l!UANTITIES DO IIDT TAKE INTO ACCDUl!T UTILITY TRENCUIN& DR DIRT DISPLACED BV THE CRIB WALL. EXCAVATIONS ANO BACKFILL. ________________________ 3,600 C.Y. THE ESTIMATES OF EARTHWORK AIID IMPR0VE1v;rnT !l.UANTITIES A!o SHOWN HF.i<EUN ARE PRDVl•:iD D1\11.',' FDR Tij!;- r ---ar--.----c"""'.""----;,;:-------.--, PURPOSE OF SATISFYINu ClTY PLAN IIJfDRMATI0III REQUIREMENTS. TM[ ·coNTRACrnR S~ALL PiiRFOf.M AN INilE. ' PEllD£NT ESTIMATE or All EARTHWORK AND IMPROVEMENT !!UANTITIES -~I.JD SHRLL i u~~ SAME AS A SASl, 12-25-89 l.6: . AS-BUILT REV~IDN q FOR HIS BID!Sl AND C0IJTRACT[Sl. IO·IS·BB t.,. S. REVISED LIMITS OF INTERIM CONSTRUCTION. ¾ /&:.,. 71/IS PLAN 15 SIGN.Er.> BY THE CITY OF ;::i_ STREET LIGHT ~ r-,; '1 Pl:?NMRT BEACI-I 140R CONCCPT ANO AD-~----------------------------------------------~------------------~-------------~-------"--------1'---~--l--------------------.;;;/1\=.j..C..,;;::i=11&,.f(ENCt!::-TOCJ7YS7AN{)AR0.5ANl),'t"€- EMERGENOY TELEPHONE NUMBERS mEI\ICHr.1Al'U,: It.\.".!. LA\l'JLEft Ar~D ASiSDC.ltJC,ID•t1-88 L.,.s. REVISED STORM DRAIN AND STREET SECTION. (pU,REMe'NTS'ONLYTHEC17Y/S,V07RE- ff'Ss1a 1B3? WALNUT AV'E.NUE SUITE A ,i~~-1~·."'BB~L~.ll.~5':.. -WR~EV;Jl~SE~DmS~U~B~Dn~A~IN~E~lE~V~ATMID~NjS~AN~D~!J~ET~A~lliS.1.1.~R;,Al~SE~DrrW".'.AT .. E:"R':'ll':NE?J~~~~ISm,/S/,/U.E r""R&PGSIG,V ASSl/MPT/ONS,,4/y() AGENCY NU ~:1 BER NAME III THE N.E. PART DF TIIE INT. DF SMITA ANA AVE. TUSTIN, tALIFDIINtA qz,uo 1-i~DE~o N~~~: r!TDA~~ti ~~:~~r ~~~R~A~i~1N; suinR~~tET. 1.,.. .1 ;;;;=rt; I, ) (} ~ /J AND BE.AC0N ST. 111.S' N.E. OF TH'E. CENTERLINE OF 'C/.1..:Jjta;, 114 • 130 ·04-01 B·IS·9B L.G.S. AND STREET CONSTRUCTION PER CITY'S REQUES1. ill \, ~l)J)JJ.~ SOUTHERN CALIFORNIA GAS COMPANY 634-0251 BEACON' zq,3• 5. E. DF Tll'E. CENTERLINE OF SANTA if -1-1·88 L.~.I. ~fl~~~D R1WfE~T-D:ci~D~~~rri~u •~o&ttruc~l!J~T PER & d C Gill E.IJGINEER SOUTHERN CALIFORNIA EDISON COMPANY 895-0221 ANA AVE., 1q_5• N.E. OF.THE N.E. EDGE OF A DRIVE· "< P!0.2m7 ~ REVISED HRTICAL LOCATION Of SEWER, 1.,..3 ;e I PACIFIC TELEPHONE COMPANY 551-7736 WAY, ZI.Z' 5.W. OF A CONCRETE POST, LEVEL W/ IEltPIRES • &·IS·BB LC.S. tn ,::ii': f;i \J~af ~'{~-~~I c IT y OF NEW PO RT BEACH ( PUBLI c UT I LIT I ES l _ 64 4 • 3 0 11 T DP oF cu11s. 12 • 31 " 89 * Cs~• ~1~~·8B~L~.c~. s~-ERE~v~1s~ED~sr~o~RM~D~RA~N~to~A~v~o1o~co~N~FL~1c~T~w~, ~n~1s~T·;•~»~1so~n~c~o~n~ou~·n~/2\~~t~;,,~";,~,.1 ITiGNi~~~~~~~~·~---+--.:~;;---;~--7 1,;:---:-=--::::_::/4\~---~ COUNTY SANITATION DISTRICTS 962-2411 EXT. 222 C'' It ... ,~ PREPARED UNDER THl SUPERllS\0)J :,•9·88 l.G.S. REVISED SlWER 1D ,.nss EDISON CONDUIT, ADDED BLDG. CONMECJIDijS & ~()._\~ ~Of; DESIGNED, DRAWN, ClTV llF R 55"'2 S GROUP W CABLE OF CALIFORNIA 642-3260 OF C~ll~ :,...-L.11,.___ 10·""·81 I--D_A_T_E..,__BY_L_ _______ D_l5_C_R_IP_T_ID_N _________ LA_P_P'_D+-===-=-c--l._&_.s_. _· --+.c=c-"--J_. T_.n_. ----j -If; - COMMUNITY CABLEVISION ,, 720-2056 .,;. ., CHECKED: DATE.}. .~E'.l'JPORT ia'IEl\CH UNDERGROUND SERVICE ALERT 1-B00-422-4133 191, lLEVATI0N: 19.BD? KERR1 w.LAWLER R.c.E.un, DATE RE.VISIONS K.W.L. 1D· t 81 pusuc \'IIDRKS D£P.~RTMEtH SHT. ~ OF 1 100 • 300 • \ I ---~ ,l \ I, , I • J I ' ' ' ~ I D 5 / s m m JJ 11 ·---·---- \; z I 5 " n t:J D ::J ::::-1 0 -u m O a co ~ ~ -z i3 " z ·o 0 JJ ~ < z GJ z C s m m JJ 0 JJ ~ z GJ z C 7 . . (D.JrJM~Vl@N Li>V~®~VM~[ D[Y~ll : NOT TO SCALE .. .,; ._; .. .,. .. C I n . . • ~TEEL PLATE PER ~TO. JOl·L. . M.H. rRAME ~ COVER PER ~TD. 301-l. •, ., . .... :I~ :,F. D # 4 AT 1111 f.l'I. ITVP. l ..: ..; "' -~ -... "" ._; "' ::,. .~ :.:_·,·~:::::_.:·.::··: _:···.·: ~---· ._._.._,. ' ' c:-,1 ·•-• •••• i; }:\: / :'.f).\X~::::/\/:iY::-::i:i:/•.:+r····,.· .. ,, .. -LJ"._ I IHP.I • ' . . "' ' .., .• SCHE : t", ?' .. I?" R.C.P. CONSTRUCTED PER NEIVPDRT JA&UAR &RAD· IN& PLAN. l <> NOT TO SCALI PROPO~ED A.C. PAYING I • . 6" ' s· ' 3• .. 111 8" I I I· -r 18" R .. P. 4?" 'R.C.P. 18" R.C.P. 4•· ~ ,:':' =-=±-=<':::+c:'.l ,-- I I I I 1r I ' 1 B" R .. P. 4" . PLAM VIEl.."J -SCALE : I",?' ~ MAtrnDLE FRAUE AIJD COVER PER DETAIL HEREON. ' l . . B'" 4' 8" F=_1c,;~-=========t·~·';•t:9 " 3" RADIUS C""..,; -oi INLET . . . 11·>/B"? Xi?" GALV. BOLT WITH HEX. HEAD HUT AND WASHER EACH. ELEVATIDN . . 4". I\. • • .. ••• . 0 • 1· . ~--Oc==· ... . . &" MANHOLE FRAME AND COVER PER DETAIL BELOW. ,,, .. cu. MIN. ~PRIN& LINE SECTION l!l ·ID SCALE: 1"• 2' B'" ' • ·• • . . • .. .. . . .. • &" --+ e·· '3'•1" B" PRESSURE MANHOLE FRAME AIJD COVER ALHAMBRA FOUNDRY A-150D OR APPROVED EOUAL. . • A. •. l'====:tl . • 4, ti, .. t, • -6 "' :..,· -~ Mll~JUOLE FRAME Al\lD COVER DETIIIL SCALE, 1"•1' NOT TO ~CALE CLASS 1I PERMEABLE SIJill!ASE r· ( . \ .. -,,.,,---/ AlllMUM OF tJIIJE CUOIC FErT OF CLASS .1, / n GRAVn PER FOOT OF PIP£ ENCMED ltl \ • I mni • FABRIC. I i FILTER FABRIC SHAil BE lAPP£D A t.111llMUM /' \ OF 12 lhlCHES ON All JDIHTS. ·:/_:_._:_·: ___ ;'_:._-, .. · .·• .. ,·.· .. ·. . ,-(A_BRIC TO B_I u!OTEXlllE OR APPROVED IGUAL. / ...-.---VARliiiLE' '-----·· -, __ /• •• -· -. ·: .• ·_:.. . .. . . -. ... : . : ·-.· .. ·-,: · .. •.·. ' . . . .. . .-. • • . . . ' . . . . . .. -: ... •.. . . . . . . • • . . . ' .. .4 ·¥-___:IN_·.:_ . .:._._r· -~\=!====;::=---'-'-'-• "_'.::.:::-:>, :I ·'I. MIN. 16" I/lit!. 16"MIU. ., I . 3' TYPICAL ; .. · ......... . -4"P.V.C. SCHEDULE 40 WITH A CRUSHIIJG STR£11TH OF AT LEAST 1000 POUNDS0WJTH A MINIMUM 3 ROIVS Ot 8 UNIFORt.1El Y SPACED PERFORATIONS PER FOOT OF PIPE, SPAC£D 45° APART WITH PtRFORATIOHS ON BOHOM or PIPE. .___ PIPE INV. PER 5.D.1ROfllES ON SHEETS 11 AND 12 . "" .. ±·• : .. .d: 24" DIA. .t, : 0 a, I ' -~ .. . .. ...• I 1•,,· CLR. 3"RADIUS-• 4 ~ " ,. MIN.0 3"RADlllS A' • II I I I -~ oc-- £..Ill 4'· 8" I I A·. "v • . . . .. . A • " . . ,. • • • • <I . . • 4' SECTIOrJ A·fil &" CONT. R£BAR ROFtSSto,i,: w. 4~,,,,~\ <',:(: ~ I··~ . . ~ · c,, P.-0. 2~7 i. EXPIRE~ ' 12·31·89 C!Vll OF CALIF I I I I I < I I l\lDTES: I I I. CONCRETE SHALL BE S&D· C· l?SO. I L£ 2. REINFORCING STEEL SHALL BE STRAIGHT BARS 11/1'" CLEAR FROM FACE OF CONCRETE. 3. REFERENCE: CITY or NEWPORT BEACH DRAWIIJ& NO. STD. -310 ·L. : " ... .. NOTE : CURB 15 A TYPE "C" --CURS AND 6UTTER P£R CITY 5TD. IB3·L MODIFIED TD RETAININ6 CURB rDR U5[ BETl'IEEN ;rn.15 +qo TD ll too AtJD 5TA l8t4D TD IH&5. STA. t§+CJO TD 17+00 IIND ljJR. t8+40 TO fl} +6§ .. 4S" C.M.P. !?l~ER IJE'Tfilll: NOT TO SCALE \'/ELllED TYP. J/2" XZ" 5TEEL 5TRAP l~ITH 3/8" BOLT. TRIS PLAN IS SIGNED ,sy T#G CITY OF N.G"W,.Gl:'RT 8,EACI-I riJR -~ C&VCEPT ANO ADIIEREPCG TO CITY STANl?4RDS ANP RE=- Qt//l?EME.A.17.5 ()NG Y. "TNE OTY rs NOT RESPtJN.518L.B FOR bC.S/6A/ ASSUMPT/i,NS AAIP _P_L_A_N_S __ P_R_E_P_8_R_ED __ IDV_: ______ -1---+-'--+-----------+---t~'.;;~-1,~/J.;f It t"J. L8t"JLER 8rJD 8SSO&IATES ~(lJf/j',.,._ 20'32 \'IALI\IUT IIVEtJUE STE. A CITY ENGINEER TUSTIN, CIILIFDRIJIII 9268D (1141 13D·D401 ~ ~ic-- HERRY W. LA\'/LER EXPIRES 11·31·89 R.t.E. 139?1 ID·H·81 DATE 12·25,Bq l.6.5. A5·BUILT REVISION DATE BY DESCRIPTION REVISIONS OAT DESIGNED APP'O. L. r,, 5. CHECKED IC. W. L. DRAWN J.T.O. DATE 10·1·81 . .• W [[ 1i' £ 0 IL § CITY OF tJE\"JPORT BEACH R-5Sc9Z-S PUBLIC WORKS DEPARTMENT SHEET 'Z OF 1 100 • 3D0 . . / / ;·_/ I i I -iS 5 ~ z I 0 5 p; n 0 0 n ~ cc -u c• 0 n ~ ~ ~ z 0 0 z " f~ 0 0 ' ~ 'i: ~ \ ,) = OJ m :0 0 :0 J; "-z GJ z C ~ OJ m :0 0 :0 ~ z GJ z C 7 -: :::r ·- ---·--···-···--, . ' "' i~ .. : ,-.... :: . -. ·• --. -1 .. ::;:,-·· . ::: ... ,., .. . "-- - ·:· · t · :···:·· :··:--:::r~:··~·:·r· .. ·.: .. ·--I -: - • .. :,j.: . ·,: - ::.: .. :·.:: :·::::·:·::::·: ·'.·.:. ...~.f :·. :. :. :: .... , ..... .. 1 ..... .- - -' .... + . _, ...... ./...... 1---·--· -. ·1 -----<- - - i -• ·1- .. '.._ :!.,_:.-t .... 1".:. ' ~ - -•I --• ::==. ......... , ...... - ........ """ -" .... ' -. ; - ................... t·-----· --=---=----..:........:... - - • -!--I ... , + .: .. :.· ·:: .. • •. I·· • j • t -J_: j - . • - 1 -_-_ i. ·:. -· - l!JTl?EET IMP!lOVEMENTS -' ... , .... ...... , "'" - --.... . ----.. G}--RHOCATE EllSTINu POWER POLE BV OTHERS. ©-- @--ADJUST @---REMOVE CURVE 0 A B C D E. F G I R ----------- --'. • ' - -- . -· ·----, ·-----·-----: ... J _,:-·_:·:-;·-.-----···--··· ---, I : .. ··' . -.: • - . t • " .... " " " ' ' ... ...... .......... . cc-+-:: i:, ., -_!···'"'-'-. ·o· .. ·. '•1·" e.r'".L-,.., I -.. ........ i .......... ::f ........ r. ~-.. ·IJll ~ la..:..:. «Jb''=I ii_il;-.. --------• ... . ...... -... 1 .. j +····••nliLZD IT. ti1:"a10· ! - ' - - -->--- @-REMOVE EXISTING 9" DRAIII PIPE. @--REMOVE EXISTIIIG -WATER METER. I - I.::~:;___ '. ' -• ' . : " . .. !.'.:: ""' ::. ..:J::: ..... ,---~-.. --·--. .. .... - • --------1- -t-:... -·_:_ :·. : .. '. ........... : ....... .. - - - ---~ . . '. . -.:.: ..... .!...- -•• . _.,. ... -· - .11 .. , ... .---•• ''.[''."' 'j'_ --- ----...... ------. ·--·-----------.; ___ ---_--•·---;-.... --·· ---. ---.. --: :· t >: .: : ·: ·:· :: .. :T -·:.... ··: .. :::. :~ :. _ _ _ .. .;... .... ., ·.!_ .. ~-:·=·:--: :: :·: r ~ f > · i: ·: -!·~ :-: ·:::.: :-j:: ·:; r, z_ ~---:-; ___ -::-' --t---.... . .. 4: • • • • I ' .. -.• : -_1 __ -_;. -I -:: i • j. tffill5~Ul!. ff{• J~-UIJ ilRPIJ1Wf----- -I --l i _ :·, --:-). .• : ·L·.: ·L::."" .. ,-·:. . . -~ .... • .. _._: :: ... : : .. : .. :. ":. ":::·: I -•• J : 'f ·_· -: -, _____ .. _ -+ ' • . .. • • • I " --···-· ·-··. -·· -· -~·-· • nn "' -. ~= _,_ Cl --,;;....;.__ ... ~1. -,_ . ... . ........ ·I .... • ..... , ......... o•&:a.:=· ....... ._ ---...,. -,--...... -f .. . ·---L...I ... "'" ... ·, IJ"I I ·• . ' :·:·~ _'!--,:1+:.::·c-q."·-~=·m ~-, . .col-!-zr + • .. , ----.+ l•- - ---. - ""'ai·OIQ""-;,a.~::.: 'Id";;.·:;.:: Cr-,:~:-: ~..u. _; -"'" ~ ..... ~ ·t . -· - PARTIAL:. ,V,G,~'-' ' • .... --J --... I· ---- IS ..... , -l--- " d _-.:.: .. •·.::.:/::: .. 0 ----------..- -:.·. 4 -rr, . -.. ---..................... : :1 :. : ... 1 · .: · .. .: ........ _ -·L· .. + ---· @-CONSTRUCT b" COIJCRET! CURB AND GUTTER ,TYPE "C", PER [ITV ,;ro. DW6. ND. 18!-L. -.,., N :Ji 7 -rPJlDeDS 11 JDPD[ CURB0NOJ!Tll1DF: _,_ _ _ ... ,.;., ......... I·····--··· .............. , , .... ,.. . .. ,_' . :- -1-- - --·~ . ' .... ,: ,-~ ---+ "' - - - I -•1-t :-.... :.:•:::_J--: ;:·Jr· t • ··: ·_ ·_ ·_ 1 • .. • T : ... _ -.. _ : ... 1 :::.:: .... r.:: .. :_J :-: ~ : .. :: .. :L-:-:~ ~ ,:·:, C: .: :: - +---i ;_. -.. -· ••1 . - -.. J •-- - - - - t ' ·, .... c- • :~ :+::::· --· .. _ .... ~"- -!--- ' ---- -----···· ... 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[ CLASS ~I J -f -' - ·;.~_uJ_H_-;• , •~ 0 -1 ➔ -........ ; -. -. -. .. ! . .... ;. . . ·-•I --:-:-::·t= . .< ... : .. ~-~ . .::1 • ~~r------:----------,~9 ~~ carJ1rJlERCIAL BUILDltJG ID· 19 ·B1 DATE . ID. STD. WELL MON.--< : ' y,f:,)~ 0--~ ~i,\.· I en C: .... :::,. ca~ = "'~ ~ .,: ,..; ...... • • ... ,,, N- A5 BUILT R£V15IOIJ. lll5TALL HOT TAP PER CITY or NEWPORT BEACU STD. ND. 507-L. @ ® ® INSTALL JONES STD. ~00 • l. IN.TALL e·• B. F. J-3%5 FIR£ HYDRANT PER CITY OF NEWPORT BEACH VALVE PER CITY STANDARD DRAWING NO. t;DB ·L . @ @---- STREET IMPROVEMENTS (D---sAWCUT AIJll REMOVE [Xl5TIIJ6 A.C. PAVEMENT. ©- G)-RELDCATE POWER POLE BY OTHERS. @--ADJUST UTILITY BOX TD GRAD, OR RHOCATE. @--CONSTRUCT 6" CONCRETE CURB_ AND GUTTER. ·• TYPE A''. PER CITY 5TD. DWG. ND. 197 ·L. @-rnN5TRUCT RETAINING CURB AND GUTTER PER DrTAIL ON SHEET !JO. 2. @--coNSlRUCT CONCRETE SIDEWALK PER CITY STD. DWG. ND. 19D·l. @---CDN5TRUCT 4" A.C. DUER 811 A.&. DYER ID.l,1'RD[K PER 50IL5 EIJ611JEER'S RfrDMMEIJPATIDll5. @-CDIJHRUCT CDl,1r.1ERCIAL DRIVfrlAY APPROACH I TYPE m,PER CITY or fllWPDRT BEACH ~TD. ND. 166-l. .. .. CITY ENGINEER R.E. NO. -~-----1 1. I .6• REVIIED STORM DR~IN ALIGNMENT IN AVON IT. " L.G.S. PER CITY'S REQUEST_ DAT" STA. 1 fB-o-SD.DD TD 22 469. 98 DATE BY DESCRIPTION REVISIONS A~P'D. DESIGNED L.&.S. CHECKED K.W. L. DRAWN J.T. 0. DATE ID·f·S1 • CITY OF ~JE\"JPORT BEACH • PUBLIC WORKS DEPARTMENT SHEET 4 OF 1 100· 300 I , I I I ·t I I -z !TI \; r a ~ ~ [O m :0 "'-------" ) -- 0 0 :0 ~ z G1 z C s: [O m :0 0 :0 ~ z G1 z C -- -··-·•-+ -. . .... :)" ' l ·7 -· ,:· :·j. ·-·· .... ·I --. '. .... -- ' -- "' 2 C, ... D. "' .., D. :,; ... "" "' ~ .. "' >-.,; m ~~ "'.., "" ' C, m D. _.., . "' "' D. , "' ... - ! . :,,· ~C,i ,_ ~••: i -• • •• ,...... . ....... _ ....... -............. -: -! - .. ··- .. ... - - ' .::.: .. :::.·;· .• -' '-~ - = , ,,--,==,-,,,, A ---...• • • "l -.... -1· ... -:, • I ...... 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"' .: .. : ..... k N t,• 4S' DO" E ,o •DO.DD LINE "D" I,\ PRO PD SEO 8" WATERLINE TO &O -~ OVER PROPOSED ST□RM DRAIN &. ,_ SEE LRADiN& PLAN FDR IJEl'IPDRT JA&UAi~- AS PREPARED BY K.W. lAWLER AND ASSOC. • FDR CATCM BASIN CONHRUCTIDN. T 5. i O' 9. 31' 21.01' & 6. 0'7' "'~ 21 -0 ...................... ·'···-····· ....... . . ·• .. _.;._ I. •· ..... !-·- i3l SB 50 -j ,_ .. --..... , " . -,. -- · · . r. l L i.: ........ . :-.. t: -. i:-.... :··· I. ' 1 ....•.•. , ... • : ···:·:··.~ : .. : ..... •. ~ i:-::.: .: .... ::· .... j." ' @---INSTALL 18" R.C.P. WITH CADILLO C E lTERNAL PIPE JOINTS. @--INSTnll 41" R.t.P. WITH CADILLD,C EXTERNAL PIPE JOINTS. -' ..... " -······-·' ········f .. -.... --------·---: :·:. i .... -~. -,-- r~ ·:··+ .-: • +== -·: ·:-·: .il :~·~-i-::.--··::·: :.·~-:.- . ::.::.. -......... ·-· -•·· . "' _ .............. .. - :. -1 - '. . .; • •• <., @---coNSTRUCT JUNCTION STRUCTURE NO. 1 PFR CITY OF NEWPORT BEACH STD. 3fl·L. _-<v~ ~ ..... ~~ @--colJSTRUCT JUNCTION STRUCTURE PER DETAIL ON SHEET 2. ~"> PRDPDIED fB" I.M.P. RIIER AND DOME IMLET PER DETAIL DN IHEET ND.2. @--tONSTRUCT JUNCTION STRUCTURE ND. 1 PER CITY OF NEWPORT BEaCH STD. 310·L. @-INSTALL 4" P,V.C, csrnEOULE 4D I SUBDRAJN WITH PERFORATIONS ODWN. PER DETAIL ON SHEET ND. 2. " lO.&S •• 11, ~m 4• SU ORAi¾\ " fc_ ~ta & 31 .• @-,-iNITALL 411 P.V.C. flCHEDULE 401 DR APPROVED EOUAL. @-rnsTALL 4" ATRIUM DRAIN DR APPROVED £DUAL. Ti-1/S ~IV IS S/GN.EO .SY 7.--r,;:::; c1ry ~;::: .N~Wrt:'KT BEACH F.OR CONCEPT AND A.OIIER€.IIK".5 TO crrY S77/NOAROS ANO /?G"QU/Rl:Mt:;/117,S 01,/LY. TIit: •--...----,,--------------""ji~--,cl7Y IS l\/41T A"E..S:0.:::WSIBL€ ,.cae I f I & =stGN ASSLIM/'71oNS ANP iHS-89 L.C.S. Al-BUILT R[Vi5iDN ACCVRACY. 1----------------------;! • _____ _;, _________________ +---1---+m:;;:;::;;"-:;7,;,;;';;;:;'~Miiiii;i,;mii'iiiiirui:"L~ APPROVED~~ REViSED ~UBDRAIN ELEVATIONS ANO RAISED A """ _ ~ l'IL/lrJS PREPARED DV: 9-1-8& L.C.S. WATER TD CD OVER HORI,\ DRAIN. /f,\ --~ •.. , G)UJ.. ADDED NQT£1 TD AVON STREET l!ORM DRAIN, t:,.l!Ll/ , PLAl'JS It~-LAi"JLER AtJD ·ASSOCIATES s-1s-se LG.s. 1ua»11A1NA11osrRErtco,11T.PERmY·111,0n11m "'=•___:=~"-==""'--'-'----• "8'" ''!AL"UT AVENUE STE. A REVISED STORM DRAIN ALIGNMENT IN AVON I). CITY ENGINEER TUSTIIJ, CALIFORNIA 92680 ['1141 '130 ·040_1 REVISED STORM DRAIN TO AVOID C9NFllCT .ii' ie.14 DAT• ,,J ..:_ (( .a,:,o 5·15·88 l.&.5. WI EXiST. 10150N CONDUIT. L£:. J-,,_,,..,,,,., ' • > • ' " 1 • 1• 88 L.G. S. STREET PER CITY 'g RE~UEgr. ill _ APP'D. DESIGNED DRAWN v" -----10.19.81 DATE BY DESCRIPTION l.&. S. l.M.N. KERRY W. LAWLER IXPiRES fl ·31· 89 R.C.E B9l1 DATE REVISIONS CHi:~~r. DA~~-I •91 STA. 10 + 00.00 TO CITY OF NE\"JPORT BEACH PUBLiC WORKS DEPARTMENT R-S"St!'Z-3 SHEET lj OF 7 iOD • 300 ,-~ ~ _m \; C "' 0 ~ s: m rn :0 >L. ___ _, I / ; 0 JJ ~ < z L7 z C < OJ m JJ 0 JJ ~ z G) z C - .• - - -; ..... 1 ... . - ... ·.: .... ·.r: ... : ......• ,_ ---1-·1--t -·:.:.: ,.) : :. - . --. -t -l •.•.. 1 ........ j .......... : ··-· ..... ---· .J.•-·· -"..l - -- ' -:, . _: -- _ ···: ··t ·-• •• ·-1 • ·'··-· ····-1- - - --- 1:1 CURVE DATA: 0 A A 15'20'U" R -- --I::::::: I __ ,_. ---- ---t .. ........ ........... I"' ............. , .. • 1-····'"'" . ; _:::_ ::.:..:+- •• ··""L +-- ::ai F1 ......... ; _ .. . ~-' . . . -I -1---=j .•. '. .............. . ... -" •--' • ··--·-•-·· -'_j ·'-.. 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TN/5 Pi.AN I'S Sl~NGD SY TIie crrY "" ,V(:JvA:JR,T 6EACII FO~ CONC&PT" 4~D 40J.1£'.e€NC£ TO CITY 5TANOAROS ANO REQl./l~EMENTS tJN"-Y. 7HG ~--,,---,.--,.--------,,;;-------,---j CrrY l5NOT'RtiSAJNSl/3lE FOi? r /q'\ Ot;S/GN ASSUMPTIONS AND ~ ACCURACY. ,----------------------+--,--+---------;;;;;;;~~~-----h,t"i'it'i'I..,· -tAPl'ROVEO; "L"MS P"EP""E"' ny: 10.11.88 L'" REVISED STORM DRAIN AUD STREET A1 ,-:...., ~ i--:-"=" •c.:..;•J ;:__:._:R_:.::__:_:.:c .... c:.::..:::11____:"c_:__ ___ _.__ __ -I---+--"--'--1-· -'-"SEC....,_rt!!!!ON~. ---------=;~&;:=-¥'!:~~;ru,;;,-=i• 0, '"-ll_~ .!~ I !!2, It. w. LA\'JLE!l tl~JD A550CIAT£S Q-1-BB L.&.$. REVISED SUBDRAIN ELEVATIONS. L!0,,,... YYl~ 'l'~~--(!Y~ 45· BUllT REVISIDM ·Zl8U3_1llll!~,AUJCUATLIFADVRENNIUAE az~T8£0• A B·IS·BB l.65_ :~~~:A:~~D TiT:E~~N c~TJJ.Eiett~~~5»~;~i\it. Lt W, /,.. CITY ENGINEER STORM D l?IH M -PLBNS FOR: • , a (1141 130 •0401 REVISED STORM DRAIN ALIGNMENT IN ,j,. i;:UJL DATr I 11,,JI 1·1-98 L.&.S. AVON STREET PER CITY"S RrnUESL L!il E¾v&<: STA. f:1+3&.'iL TO t'l + G'i.05 . ~t_i"' 1D • l, ·111 DATE BY DESCRIPTION APP'D. DE~~~N~ CITY OF ~JE\"JPORT BEACH R-ssez-s KERRY W. LAWLER R.C.E 139?1 DATE REVISIONS CHECKED DPIRES 1?•31·89 K.W. L. DATE 1D • f • 81 PUBLIC WORKS DEPARTMENT SHEET 6 OF 7 100·30D -~-------·--·----------~-- I ;:: I . I ::,,. rn m :0 ~~----~ ,: z I 5 n 0 ;/ 0 "j <; z F' n 2 Ca Q 2 ,,._ ___ ___. ) 0 JJ ~ z cl z C < OJ m JJ 0 JJ ~ z cl z C ::;, ...... , ....... .... -··-...... : .... 1... .... ·• I ---• ... -··'" ~ --·! ---•- ,- ·; LJ .=;;ti:::~~::, -- _; -·- -.... ·- ' --_, --- . -. -' ---. ...... , .... ................. ' ' .. - -. -- ·--·-·-,__ ___:: .. ····-···-· ... _ ... -------• _- ~- -... ·-:t--· .-cu ----< -I .... : '.: . . J .... < ~ .. i". --t"· ....... ] " ... ~: '4 I ft =i=.:.....,--... -d-~ . . -.. 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STD,-400-L. @--INSTALL 8" V.C. P. SEWER. @--SAWCUT AND REMOVE El\lSTlll6 A.C. PAVEMENT WITH FULL DEPTH OF A.C. [12" MIN. J AND REPLACE @--CDR£ ANO INTO REFORM EXISTINu MANHOLE, INSTALL B" V.C.P. SEWER l!A'I>E. . @-INSTALL 4" V.C.P. SEWER LATERAL. @---tDIJUECTIOIJ TD MANHOLE TD BE IAADE WITH 2 • TWD ~DOT JOIPITS. @--IN5TALl 8" DUCTILE IRON 5EWER. t :· j 1--"j' _ ' .. : .. : .. J· .. : --I -- STA. 0+0D.00 TO 'Z+~S.82 DRAWN J.T.O. DATE 10·1·81 CITY OF ~JE\l'JPQRT BEACH PUBLIC WORKS DEPARTMENT SHEET 7 OF 7 100-;oo I I I ( I / " I I ! ' I '.i • I --:! I , $. [D m :0 II\ 0 ~ ~:o ~lti I~ ~z "sJ ~ ~ l)~ I C (/\ ::;: '1 ~ :0 ) D :0 ~ z GJ z C < OJ m :0 D :0 ~ z GJ z C 7