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Home My WebLink AboutR_5929_S,., ! ~--------------------------------------------------------------------------------------------------------------------------------··--------.. I GENERAL NOTES I. THIS NOTE HEREIN INCORPORATES BY REFERENCE, THOSE GENERAL NOTES NUMBERED THROUGH 17 INCLUSIVE, OF OCEMA STANDARU PLAN 801. 1986 EDITION AND AWPA 1985 EDITION. 2, TIIE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF lrlE CURRENT OCEMA STANDARD PLANS ON THE CONSTRUCTION SITE AT ALL !!MES, 3. THE DEVELOPER SHALL TELEPHONE EMA/PUBLIC WORKS/CONSTRUCTION AT 834-34~8 AT LfAST 24 HOURS PRIOR TO STARTING CONSlRUCTION WORK SUBJECT 10 EMA/PUBLIC WORK'S INSPECTION. ' 4-ALL HIGHWAY SIGNS AND STREET NAME SIGNS SHOWN ON THE PLAN MUST BE SUPPLIED AND INSTALLED BY THE DEVELOPER PER OCEMA STANDARD PLAN NOS. 407, 408, 409 AND 417, 5. ALL CONCRETE CURB AND GUTTER FLOWLINES WITH LESS THAN lZ GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS, 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFORMED BY OGEMA REGULATION. 7, ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST. TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKEND PLANE JOINT AND REPLACEC IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF OCEMA STANDARD PLANS, 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT. CLEAN. DUST FREE AND SANITARY CONDITION Al ALL TIMES AND ro THE SATISFACTION OF COUNTY'S INSPECTOR, THE ADJACENT STREETS SHALL BE ~EPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT Al L TIMES, DEVELOPER SHALL BE RESPONSlBLE FOR ANY CLEAN UP ON ADJACENT STREETS AFFECTED BY HIS CON5lRUCTION METHOD OF STREET CLEANJNG SHALL BE BY ORY SwEEPING OF ALL PAVED AREAS. NO STOCKPILJNG OF BUJLDING MATERIALS WITHIN THE COUNTY RIGHT-OF-WAY WITHOUT THE PERMISSION OF COUNTY'S INSPECTOR. ~•' 9. PRIOR TO FINAL ACCEPTA~CE OF STREET JMPROVEMENT~. ALL STREET PAVEMENT STRIPING AND STENCILJNG WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW" CONDITION, iN A MANNER MEETJNG THE APPROVAL OF THE DJRECTOR OF PUBLIC WORKS. ALL STRIPING AND STENCILING SHALL BE ACCORDJNG TO STANDARD PLAN NO, 801, NOTE 17. 10, iRAFFJC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WJTH ADEQUATE BARRICADES. LIGHTS, SIGNS ANO WARNING DEVICES AS PER THE CURRENT STATE OF CALJFORNJA, DEPARTMENT OF TRANSPORIATIO~. MANUAL OF TRAFFIC CONTROLS AND TO THE DJRECTIONS OF THE COUNTY'S INSPECTOR. ,- 11. CCEMA STANDARD PLANS SHAU !.~KE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, IF THEJR STANDARDS ARE MORE STRINGENT, 12. ANY UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF. 30" COVER AND DEVELOPER SHALL PROVIDE PRIVATE LABQRATORI COMPACTION CERTIFICATJON FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAVING. DEVELOPER SHALL SET UP A .• · MEETING WITH THE INSPECTOR ANO THE PRJVATE LABORATORY PRIOR TO ANY TESTINJ. IJ. A,C. PAVEMENT PLACED UNDEk CARPORTS/ROOFS SHALL BE SLURRY SEALED BEFO~E FINAL ACCEPTANCE, '14. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT WITHG 1JT COUNTY INSPECTOR'S APPRO'/AL, • .. ..... • < ;,/ 'f ENGINEER'S NOTiCE TO CONTRACTORS !HE EXISTENCE AND LOCATION OF A~Y UNDERGROUND UTILITJES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAJNEO Bl A SEARCH OF AVAILABLE RECORDS, THESE LOCATIONS ARE • APPROXIMATE AND SHALL BE CONFJRMED IN THE FIELD BY THE CONTRACIOR SO THAT ANY ADJUSTMENT CAN 6E MADE IN ALLIGNMENT ANO/OR GRADE OF THE PROPOSED IMFROVtMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTJONARI MEASURES TO PROTECT ANY UTJLlTY LINES SHOWN ANO ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, ,,-. . • ~ ;,,, -'if'.i,- ';Jtt· .. _, In ~ _ _i._.z _ ¢_ O~UARD OAIV£ I. SPANDREl DETAIL iSc.alc : 1" ,, 20· -i • :I ' • . 2.4 . t1 w "' +- "' ::c " "' ii • I ' JOIN ~XIST. ' l\055 UTTE'R -.~iii N :(l,,,_i,,, .i, ~ .. !' ,.J: .. • VICINITY MAP NO SCALE BASIS OF BEARINGS ,. THE BASIS OF B~ARINGS OF THIS MAP IS THE CENTERLJNE OF ORCHARD DRIVE SHOWN AS N 50 11' 55" W. 660,11 FT, AS SHOWN ON RECORD OF SURVEYS, COUNTY OF ORA,GE. CALIFORNIA, , BENCHMARK THE IBM ELEVATION JS 56,59 AT TOP OF CURB AT ]HE WESTERLY CORNER OF PA~C[L 2, SM 3N ·49-70 ELEV. 50. 848 !/J THf NORTHEAST PART OF THE INTERSECTION OF PALISADES RO. 4 CAMPUS OR,i. 25.!i F(E'T SOUTHEAST OF TH£ PROLONGATION OF TH[ SOUTH[AST CURS OF THE DRIVE" Tu THE NORTHEAST, 6.5 FEET SOUTHEAST OF THE" CURB RETURN, 8.5 F'((T SOUTHEAST OF>. FIR[HYDRA'JT, 3.5 F(ET SOUTHfAST OF' A WATER VALVE', SE'T IN THE TOP OF A CONCRET!c POST, I ,OOT B,t,,CK OF THE' FACE" OF CURS 4 LEV(L WITH THE' TOP .. • f ESS -\ MU ,-' <>c' ;No 15,12 i ~) * ~~'-'---""' • ADJ. 1970 t • ' OWNER/DEVELOPER THE MANNING COMPANY 3919 WESTERLY PLACE SUITE 201 NEWPORT BEACH, CA 92660 (fl 4l 955-0770 r------------------,..::::-------------------:,r------------------------------·--------r----------·--------------.,..-----------· --------------·--------------1 REVISIOINS COUNTY OF ORANCC: AFFIC ENGINEERING THIS PLAN IS ADHERENCE 10 COUNTY SIG OR CONCEPT ANO JNG STANDARDS ~-+---+--+----·-· ___ ------------;---1 AND REOU I RE MEN TS ONLY. RESPONSIBLE FORD 15 NOT CCURACY, -+--+--+-------------+---! _____ EXP, DATE 0 I I l COUNTY OF ORANGE • E,M,A,/REGULATION THIS PLAN JS SIGNED BY E,M,A,/REG. FOR CONCEPf ANO ADHERENCE TO COUNTY STANDARDS ANO REOUJREMENTS ONLY. E,M.,./REG, JS NOT RESPONSJBLE FOR DESIGN ASSUMPTJONS OR ACCURACY - PUBLIC PROPE'R'TY PERMIT NO. 87-13521-flE 4 87-02076-RC USE PERMIT NO. 86-100P. e,Loci< •. 5450 j Moo4L£ = 5/o JOHN CIVIL PREPARED BY• J. MULLEN & ASSOCIATES ENGINEERS & LAND SURVEYORS, lNC, P,O, BOX 2675 ORANGE, CA 92669 (714) 6JJ--3480 -.. __ p1 :f:E ~U.*5a22 lEXP 6/30/891 -&f~,i SHEET 1 _O_F 2 ~~~-------'---~-------~~~DR.~.--,.:.=: 3~l ::.:.--:-1--:::.S~l l../-"-3~) -~ • I I t-· J , l ' ' ' ~ ' . '" I I '· • .ii • l t ' ' . f 1 4 ' J i > + j ' ' ' 'i!: • • f:. ":,!!},-_\ " "' -. ,t .. , Q • ·•;,.-,,; 't, ·';-• L I . ' -. N < CURVE OJ III 9u 90 00' co· ,. , 7. I 7 " CURVE DATA ., « .R 25,00' ,19,00' ' .REVISIONS D C Al:!DED PARKWAY CULVERT -- \ L ~9-27 29. 85' APP. SCALE :r: u <( w .Ol w 1-I t:i _I OCI z "' 01< J "-"'< ;, 0) w "' -Z. l1.. 0 0 "-0 + 66090,J./ "l >- f t ..;....·- " EXIST TO BE PP 609S76E RELOCATED & BY < • {EXISTING PP 468903E a10 BE RELOCATED BY OTHERS GUY WJRE OTHERS •. S[E G~OI~ PLAN fOR CULVERT THIS \Ap.f:fl,,, 11 RIGHT 0+49,00 ECR < T 25,00 I 9, 00' , 10 ~1'--<t<t«i1"')r, -~L-...-"i.. _ _.:,;;,:_.:;=!;c';;-:::~=:'..+_::,~!.< < :;, • w- 0+00,00 M,H. , -,,._'I.. ORCHARD DRIVE SEWE"R " ... CJ) z 0 u z §j <Il "' ·a. I') =l ~-. . CXJ ... ON + "' " 3 --i ,.IGOUNTY OF ORANGB AFFIC ENGINEERING THIS PLAN 15 SIGNED BY C/JUNTY Sl&Nl/'IG ANO STRIP ON/. V. 0-..A / T.f JJ_ IS NOT OR ACCURAC V. r n! -OATE" ADHERfNCf TO r AND REQUIIU:'MENTS _ . DESIGN ASSUMPT/D,VS DA . -· ..... -- !COUNTY OF ORANGE:) E.M,A./ REGULATION THIS PLAN IS SIGNfO BY E.M,A./Af6. FOR CONCfPT ANO ADHfRfNGf TO COUNTV STANDARDS AND RfQUIRfMfNT5 ONLY, '£,M.A./ Rt 6, IS NOT RfSPONS l8Lf FOR 0£SIGN ASSUMPTIONS bR ACCURACY. _ ___ . _ -----• . EllP. PATE DATE I I " 0 + 110 '.!°, ' ; ! ;- • ~ ,-1--,,-,------.---t.-::0):r-V\-+-=~'--;h--_ /3) ~-~ ~ ,_X!ST w1.... 1..0 ~ -.JZ w ~_, _, 0-- :,: <( 0 >-W <w ~(/) 0 0 en ., + <:: a:: u w 'JB'.RCH STREET • ~._: _,...~ !,fWfR _;I I 0 "' '"' + ... N " _. 0 0-- (/) z b (.) -0 110 "' + _, SCALE DRIVEWAY ,. ilf.L, '· CONSTRUCTION NOTES 0:::--coNST " AC OVER • AB PER EMA STD PLAN 1804 ! 1805 ;:: 315') S,F &-CONST 6" CURB & GUTTER PER EMA. STD PLAN 104-0· OC :::-::_ 469 L ,F .0:::::--CONST 4" PCC SJDEWALK PER EMA STD PLAN 1205 ______ 2701 S,F (4)--CONST. 6" PCC DRIVEWAf PER EMA STD PLAN1210_ ---~--84 S,F ©=rc'\__-_coNST. a· PCC SPANDREL PER EMA STD PLAN 106-0·0C :.=::~7'.560 S,F ~EMOVE EXJST CURB & GUTTER 333 L F ~REMOVE EXJST SP!.NiJREL ·-:_::_::::-ns6 S F -• .@--CONST. 6" A.C. BtRM STD. PLAl'J 104 ·Q·OC :_-=_::::::::-_::-~=-==·=----:::12 L.F. -~-::"'AREA 3EHIND AC. BE"RM TO ar FILLE'D 11/ITH A.C .. ...===..,_-__ -, -~RELOCATE lX. STOP SIGN -· • -----,,..-1 ' ,@--REMOVE EX, P,i.VEMENT -= ®=---=coNST. P,~RKWAV CULVEP.t ,PEii""r~-;--S;D·;~;;-l30~ • -' j < PREPARED BY • JOHN J. MULLEN & ASSOCIATE$ CIVIL ENGINEERS & LAt'lD SURVEYORS ll'~C. P. 0 , ~X 2675 ORANGE, CA. 92669 (714) 333-3480 :&Jh RC.C:. 1~622 (EXP. 6 / 30 /!l9) f:,A, . .::ll B, s. f. .. ..., . ,..~,~·-,,..,;-'1 "" ' J,." ,.t. ·----'-~ . I EA. DR. 13 (15143) SHEET 2 of 2 SHEET 2 OF 2 R.-13 J_S/!fJ artnlitfan a I ( 1 ! ◄ I l I l i j , . • -. SANTA ANA HElGHTS WA'IER COMPANY.: STANDARD WATER CONSTRUCTlON NOTES IIEVISED: S/16/89 Ot\RNC.t C.O. f'\t\t bt.PT, ,-,,1 ~· • . . . :: -~- . . ' • ' ec\t;• • '•• #_,. fll\t l\f\R'>llll'-t:.,...,..,.,. CO"iA ME.'I~ ~ANllAJ.~ Dl'IT. 'Z. l4 t.. \1T~ ~ 1'11,W, .,Ul'TL Ul,; , CO~iA Ml.,A , C.-' "lt.L.t.~ (11"1)t.l1·11'll • 4AMTA ~N~ Rtlal1" Wl9tt" COMPAN't ·coUN1'f £..M.A.. OF 0Pi.A\lt.E. ,-uuL~ilO N. ~u&w-tr· ~111Pt,,~ _ .. t, . f. ~L TIii\ PLAJI 1, .,IC.ti.LO e,'! t.M.J.. P-l~ULJ.ilDN FD tONC.l.Pi -"ID AD~ll'.O<!t.L 1'0 Ulllk1'! ',l'J.IION'.D\ -'1111 '-l.OUll',lMI.Ni., Olli.'!. l..M.A. P.E.C.ULP.tlDll '" 1401 1',,l.,POll'-le.\l. rot-l)l\1111<1, A.\\UMnlOII\ OR DtVtlOPE.R.: 20~11 Af .. 1!111. 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' . , . . P.tLOt/1. it A.11!1 UP,AADt D'.l~l. M tl' £.l's 10 \ )Ir,." l'\1"'. fCI', OOMl 'l1\C U~E.. l"I' ~.P.l'\.} Pl!> D\\i. \1D. O~.Ml \,~ !If,. IN\it.1.1. ?" ~EPIY\tt W/ 11/t"l'llll. PEI'. Dl\1. ~ltl. '"'" -DWt.. N! '!.. l I llo fOI', II',\\\\',_ U'IE. t ,o ~.l'M) • . C.Ot.,l 11..t.e:itl',M 1~ft Dl·I. PE.P. II-.P.1</./o..'il'D.IG4-0 »lllL11~ IM·0·6C. t.ON\T l\t. OVtflL"Y I\Mtl ftll.1Mtl'I 10 1llt llN1tl\ Llllt 1b illt '>tf\l'lf/1.C.ilOII THC £1lt.l\A. fltlh IN\Pl:t.TOP.. . - TYl'E"lll\" MAP.~r:p,, PtR £M.A. ~Tl\ 1402. AP.ANDON u.1·· \tl'-'Jllt ~, MAIN a~ CDllTAAlTOP. AND 1',E.1UF-N . • Mt1tP. 'iO \_"_\l,W. to. 1/1\l',tl, £0N\T lllNl T\11'U~1 . , .. -. .. ' ;i .. • --f-l -t--r-+-r-t-t-t-1-t-t-r-t-t--t--ct---t'-+-;-t-t-t--!-ct-r·t-t--+-+-+-+-! -t +-+i ·+-+-1-+-,;.-'-'~-+--11-+--+---t-·+-+-~-1-+-+·-'-l'-+ ~-r---r--ot-t--r"t--1c--r-r-t-c ' ... . • ' . -~ ... ,, ... : ~ ·. ·- • ' -· . ' •• T ' -. . ' . . :. 'it '.': • ' ' • -·t· . .. ,· .j,. .,,_ /:•· ' • ,, .. - - ·::-•• -~· _-,1·~. - . . .. , ... ,-.,.·.'\~.,· . . • l • •.). -. _; '>· . ·' ,--., ' . . '.;.,, > i: -~ . ,-, .... _.; ' I:, .. 1 , . . ,- •.t ' 1-- i . ,· - ., .. ",.,•)t --+-+rl-+ " ll :.~TP-.E..t1 lMP"OVlME.K1 .PLA.N~ ·i ::r 'l0?41 ·611\tH "11'\ttT ~:, • ' . ' /)/2:J . .';. ,. ' .-..1~-·•· ,..,.'1.-• . • ; .. \ .. j +-+---+ I , .. ,,.. :: '•~ " . ,~ "<-'.If· . • i'.';,: ... n. I, '·, ,t .. ~\ ·.:;_."~-} • -· ,. • ' ,_ , ' ,, ... TRAFFIC ENGINEERING REVIEW APPROVED RETURN FOR ADD'L CHECKING APPROVED W/ REVISIONS INDICATED -·---------------------- ., ':-,! ,., . ~ . ' ' DATE r- ,, ,~ ,S~; ! t. I i t I.-, .. j, FAS ' ' .. PR D'.:Jl:t::: I 1:?tr« ,a···. ' ; . ,i~ '5Ef-.J ~ . . . • ' . I - - , -• -• ':1'11& ..-iP,. ,- '.-s.,1,. ~h;t ~- 57r:,p ,, ~o.Jsr'.6il'il,,p<U ~ ~',I "7J"A1"1c. '51).J~leli ~~ • Sf'.¥::.RD e 3~ -5 oF >· ,k•,I ' , • ..-~·1-;,, ' '' ' 4t1 • ,r,,/r;, ~r:rtwc:ntl'N ' • l 0,,"., ,, ~J,~ ' ' :,· .& " V ... ~ •. -. _, U,,.5'. ,.~.---·•·· r,r/ AMllbP a,,w;:;, M.-AD U.1-£ <'.'.-LoS&> ~D ' • 300' i' '·. ~ ,t. { i \ st -·f' ' ' f ,' ' 7.: - ~-.', ........ •• 1/J!',•. • I ...LC 1, • 2-rY~ -m: 8)>2S<Jct>D1f!5 .),,J/;?-,•.? C~\? S ;c::, tJ ..,Fu,,.~~ •. "·"""'< . .--,,,,,,,:::~ -',·. j" .t. ,., '••i;~-"" • "• > ___ , __ , --~. - .• :1. - .ti~~-' . ' " ' . ....... ·~. , . ...,,.·' l I " • . .-. '.•. r,\_ r. .._ ••. --~"'~- 1 I I • .. ',' ,1 I ,:.r"' ,;', . ~ ,};• ~'. ;,''.; • l• _-if"<' TRAFFIC ENGINEERING REVIEW APPROVED .. RETURN FOR ADO'L CHECKING APPROVED WI REVISIONS INDICATED ev.-_--,::.A;..· ,.:._' _?2.£.,...............::.::.;·=-· -____ OATE ~-:;;.•.~ ,, ' • • >' .... ;, ., ·, " ,.-. -~• . v.· '"-.k-1 ·' .. . \ ·~~" ,, t--;;:,_;·~--~-,~- . ·' ' . . ·•- '· .-. -, ' .. ' ,_ ,- • -· fAS - -- N1b ,.,,_. :'<'f.r"·; ,, -t. F" . ,; :~: . ·~· ' - . _, -: \;[/. " "" . ..:,,.-·,.,!:.'P' ;-c:-, . " t4 .- I J I I . • :-i: • ;-:~'j, ,.· -; ' .. ; ·-·1-~ •·. PREPARED av,-. @ ROBIN • B. HAMERS &: ASSOC., INC CIVIL ENGiNE:";:RS •• • ' 234 E. 17Tii S'IREET, SUITE 205 ·, • f- COSTA MESA, <;A 92627 (714) 548-1192 --. -· t a"', l, ' _.,,.~t" c/3 •·"' ·-'. 0--..• '!.A,,·,~· I :.~..,, ·< !1"-i'.,,.~- ~;· • "',•:· .. , -, . -✓ :,,: -~ .. .'f.-:·-~.•· t.'- ·, ' .. ' _.y#ft•· -#;,"{..-,Ji;,.,-iJ~-t:~ i, "':JI,.,, ,. ' I 'l< -,:;.< ·- .- '· ' . ' ' . . ... -" -·- ' ,,,, 1 t.,.'i,>A ,q:"r•r'F" • . . . t ,Zi ·7-r<. ~ .,- ., ·, ; :-·'. ~-,.,;,it,,:,_,,,'.. ,,_ • ,· ·- i f ,i: .. 'V.'. ··~•·.,'· ·r; .. -:-~: -~; ·/> ,, ·_,:· ... ·-.. ,, ~ ,. ,';\ f' ,. ;,; ·~' '-~,-.;, .t·~~-.' ,{·';.I'. ,.:~: > ~~. J,. r-7·~..,.,_;,. .F:-·tr i.\~-· ' . ,..,._ ,.. • ;i,.,. ' ' ,, '" " ,t-... -•. -~~i ;:~-i~- • -'"o't,-' ·- i~ ..... ,, ~ .. -~ ,{ -·. '." • ",¥~.,,;:, .i·t 1,\ • :, . ·- ' _, -, .-:-· f:;J ~ t'-":.· ' ' .. '· .. ,. '.'' ., f ·- TRAFFIC -CONTROL. PLAN SHEET 20241 "BIRCH ·srR££r • COUNTY OF ORANG£ UP 88-66P ··:/55·~~ , .. • ., ,- ' OF . ' " ·;,., -~- \ } ~; ·~;J .. '; ' ...,_;· ,, . :,.,_;··--; .. ,.,,,.,> ~ J.;'..' l .. u ~:~~~:4~ . ACACIA I I ~~ .... ' ' ' ' I ~,Jo·•·= ~ ---~1 I BIi/Ci/ 11._ __ _ ;:::::::=::::::::::::::::::s::::r::::. ~--7 I • VICINITY MAP ,NO SCALE CONSTRU~TION NOTES & ESTIMATED QUANTITIES ,ITEMS TO BE CONSTRUCTED OR INSTALLED -UNIT TOTAL 1-0"', ;:=:.:.-C_Q_N_S ___ -T_.3_"_,4 __ 0_f_'_!;,/ SEAL COAT 01/ER G~'-_,_._S_. F_. __ -~t-~_00 ___ __, C 0/1,f PAC TEO ;<I. ,'J. . ..::.:""--'-1/...:.P.....:...:,"i':c..:1//Jf'---'--'E. __ e,_O.c...'A...cr_-,-,----t------t---=---:-;;;-----i 2 CONST. TYPE \·)''PC C. Ct/RB (GOTTER l. F. -'.60 --·-··-· PER 5 TO. I 82 -L _(:..... "-=--"-'C:._:_. _F.,...:.) ____ :-----::c--+---:-:::----t-'-:--=-=-::-----i (!;---COIVST. +" T.11/CI( CONC. SIO£U1A-!K P£R S.F. I. 390 ,.,, STO. /80-L @-COlVST Att.£Y ,4PPROAG_.II TYPE ''LJ" S.r. 600 1 ___ ;_A_'ER-'----...:C.STO l•l-2-L @'---CONST C LJl_?_B ~cc_·csS R AM::..:..:....P.::_5_.::_A-'-'S=----+---=E'--'-A-'----+---"----; Sf-lOWlV PER .5TfZ_/._'8 l_-=L--------t----t---'--------1 1---------------------------t----1-c--------1 EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN COUNTIES GAS COMPANY SOUTHERN CAL. EDISON COMPANY P.,CIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH 54llT4 ANA IIEIGHT6 WATER CO. .CO.ST.4 MEG4 .SAAIIT.4/rY Pl.1TR!CT NUMBER ;INDIVIDUAL io34-02l1- 835-3833 MR. ANDERSON MR l<I RSC 1-1 1-800 -422-4133 040-2221 MR iTO£ DEVLIN 545-lo&>O M~S. FLJLLEIZ 75'4-S!JJ7 DATE I BASIS OF BEARINGS: -THE fJ£ARINGS SHOWN ON FH!G PlAN ARE . EJA5£0 ON THE 1: OF ACACt4 BEING N .39° 48' 17• £ .AS SHOWN ON.,~ RECORD OF SURVEY RECORDED IN BOO/'\' SS, PG. 50, RECORDS OF ORANGE" <.-:OUNTY, CALIFORNIA. I PUBLIC CITY NEWPORT WORKS OF BEACH DEPARTMENT· GENERAL NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMFNTS SHALL CONFORM TO THE REQUIREMENTS OF THE ST,\NDARD SPECIFICATIONS AND APPROPRIATE STANDARO DRAWINGS i1F THE CITY OF NEWPORT BEACH (STANDARD DRAIIINGS ARE THOSE DATED 3-1-73 OR LATEkl 2. STATIONiNG REFERS TO THE CENTERLINES OF STREET EXCEPT l•IHERE OTHERWISE NOTED. 3. CURB DATA REFLRS TO FACE OF CURB. 4. ALL CONCRETE CURBS, GUTTERS, SIDEWALKS, DRAINAGE STRUCTURES AND PETAINING HALLS SHALL BE CONSTRUCTED Of CLASS 564-C-3000 P .C.C. • 5, ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE: -roLOR, AND FINISH TO All. ADJOINING CURBS AND SIDHIALKS. 6. PAVEMEN,· SECTIONS SHOWN .ARE MINIMUM AND SUBJECT TO REVI~ION AND APPROVAL OF THE CITY AS l:EQUIRED BY SOil S TESTS TAKEN AFTER COMP!.ETION OF ROUGH GRADING. STREET IMPROVEMENT PLANS 7. ALL UNDEP.Gi<OIJ, 1 I/ORK S!:ALL BE COMPLETED PRIO't TO PAVING OF STREETS . 8. EXISTll!c ilN'"' ~~OUND UTILITIES ARE AS PER ',VATcABLE RECORDS. THE CONTRACTOR - ~R ESUBDIVISION 0 C. e.M. A. ENCROACHMENT PE~MIT REQUt~eD NOTe, ALL WOR/:.. OONe WITHIN COUNTY LIMITS TO f!'E (N&P£CTED 13Y Tl-IE CITY OF NE:-VVf'OR T f!'E:AC;.J PERMIT N° PAT~ COUNTY OF ORANGE E. M.A., DEVELOPMENT DIVISION APPROVED,(} - B'I' :>a C<,l ~ 7· 2./-llo 1· R c.e. 8f1.>l:. DATE THIS PLAN IS 5l&NED 8)' l=MA./DEVE;..OPMENT FOR CONCEPT AND ADMERENCE TO COUNTY STANDAfl05 AND REQUIREMENTS ONLY. E.M A./ DEVELOPMENT IS NOT RESA':)r\j'318LE FOR DE51Gr-l,A5SUMPTIQNS OR ACCURACY. I BENCHMARK: -'"1-t1r!!' llJ ELEJ/ 50848 IN THE NORT11 £~Si PART OF THE INTERSECTION OF PALISAlll:S ROAD AND (AMPUS DRIVE; 25.5 FEET SOUTH- EAST OF THE PROLONGATION OF THE SOUTHEAST CURB OF THE DRIVE TO THE NORTHEAST, 6. S FEET SOUTHEI.ST OF TIIE CURB RETURN, S.S FEET SOUTHEAST OF A FIRE HVORANT, 3,5 FEET SOUTHEAST OF A WATER VALVE, SET IN THE TOP Of A CONCRETE POST, l FOOT BACK OF THE FACE OF THE CURB ANO lEVEl WITH THE TOP. 11 Ou. 1970 I NO. 633 • I LEGEND .....()-!,EWE,R MANHOLE -<>--WATER VALVE 'C( flRE HYDRANT -<(' STREET LIGHT PRIVATE ENGINEERS NCf!CES TO CONT~ACTOR THE EXISTEhCE AND LDCATION OF ANY UNO[RGROUNO UTILITIES OR STRUCTURES SHOWN IN THESE PLAHS ARE OBTAINED BY A SEARCH OF AVolLABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES E~CEPT • THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TA,, ALL . PRECAUTIONARY MEASURES TO PROTECT THE UT1LITIES SHOWN, ANO AN! OTHER . LINES OR iTRUCTURES NOT SHOWN ON THESE PLANS, ANO IS RESPONSIBLE FOR , THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. • -11 . • THE CO',TRACTOR AGREES THAT HE SHALL ASSUME SOLE ANO COMPLETE RESPONSIBILITY , FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, / INCLUDING SAFETY OF ALL PERSONS ANO PROPERTY: THAT THIS REQUIREMENT SHALL • AP•LY CONTINUOUSLY AND NOT 8E LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR <:;Al I DE1£1~, lr.r!HNl<f, ~•D HOL~ !HE ONNER ANO THE ENGINEER HAo~Lt,! FROM ANY AND ALL LIABILITY, REAL OR ALLE&lO, IN CONNECT1~N WITH THE PERFORMANCE OF 1/0rK ON THIS PROJECT, EXCEPTING roR L!ARILIT! ARISING r~nM THE SOLE NEGLlil,cr OF THE ONNER OR •~E ENGINEER. ; _..;.. ____ _ --+-- 2!:'>s, 5 'P'ULLMAN1 5ANTA ANA,CA '?J270':> Drawer 6-1~274 Street Improvement Sheet 1 of 2 Red• 24.1 Type•• Cronaflex SHALL BE RE'. }NSl~LE FOR VERIFYIIJG lHE ACTUAL LOCATION AND ELEVATION IN THE FJELD . 9. ALL WATER MAINS AND LATERALS SHALL BE ASBfST~S CEMENT PIPE, CLASS 200 MIN!fiUM, UNLESS OTHERWISE NOTED. 10. WATER PIPE LAID ON CURVES 1-/ITH RADII BFH·!EEN 80' ANO 185' SHALL usr o.5' PIPE LENGTHS. CONSTRUCT Tii'!USTS BLOCKS PER CITY STD. 510-L PIPE SHALL NOT BE DEFLECTED MORE TiiAli 3" PE~ iQINT. !/HEN NECESSARV. SH,;RT SECTION5 OF PIPE SHALL BE l'SED TO ACCOMPLISH THE DESIRED JE!.LECT10N. THR 1JST BIOCKS S'IALL BE PROVIDED .~TALL BE~DS GREATER THAN 5° . 11. UTILITY L!Nc DISTANCES SHOWN IN ~ROFILE ARE HURIZONf,iL DIS'ANCES. - l?. THE ~Ales A'1J F,~CFS OF ALL EXCAVITIONS GREATER THAT FIVE (5l FEET IN OEPTH SHALL BE EFFESTIVE.Y GUARDED BY A SHORHIG SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT !1Ei'.NS. T,~E!l[!ffS LESS THA!I FIVE (5) FEET IN DEPTH 'HALL ALSJ BE GUARDED WHEN EXAMIN/,T;',-J !MDI'.:ATES 11,~ZARDOUS GROUND MOVEMENT l!AY BE EXPt.CTED. 13. TH, CONTRAClOR(S) SH~LL OBl~IN A PERMIT TO PERFORM EXCAVATION OR TREMCH WORK AS DESCRIBED IN IWTE NO. U!. ;,BOVE FROfi CAL/OSHA. - 11. /,LL [XPOS[D FERROUS ME~.\L PARTS TO BE GA1VAIIIZED PER STANDARD SPECIFICATIONS AFTER FABRIC,'JJONS. - 15. SEWER MANHOLl',S SHALL BE LEFT BELO\/ PAVEMENT GRADE AND ~ROUGHT TO FINISH GRA~E _AF;ER PAVEME:H IS IN PLACE. 16. STATIO:,s SHOIIN THIS 0+00 ARE SEWER LINE STATIONS AND ARE INDEPr.NOENT OF CErffERLINt OF STREET STATIONS. • • - 17. BEDDING rATERIAL SHALL BE USED IN ~,LL ~TILITY TRENCHES, INCLUDING w,'TER MAiNS ;:;, THE SEAL COl,T SHALL CONSIST OF SS-!H .4SPH,4LTIC EMU'.SlON {PAVING A:PHALT GRADE 60-70) AND '.oHALL BE .APPliED A MINIMUM OF 30 DAYS AFTER THE A.C. PAVEMENT CONSTRUCTION (ASA PART OF THE Cl[ANUP OPERATIQI;) AT THE RATE OF 0.10 GAL./SQ.YD. I~ COHTR4CTtJ,i? AGREES 77/,(T HF SHALL 455//,l,IE 54LE .4,1/I? CtlM.PLET/! ££5/"tJ,i/SIBILITY rtJR ..MB 5/Tc' · . COIJl?ITlt!,IJS VLIRM/tr Tl-IE Ct!£/RSc' tlF /:41$TRflCTltlA/ OF 77-ll!J f'm!EC.T. /,f/CLLIOIA/u S,,f/'ETY Or .4U. f"ERStlllS -WI' l'Rtl.PERTY, T,Jl,4T 71115 RE'01/IREJIEIJT Sf/All ,,'??LY i'tl/TI.VlltJLJSi Y 4.//P Nt7c 8£' L/Ml'ElJ ;0 IJPRM.4L , 11/Jf'Rtl/6 //t'IIRS; .4,iJ/J TIMT Tl-IE CO)JTR.4tTt7R S/.l.4ll OEt:E/JJ) MJ~"EMl/lFY ANP 1-ftJltJ Tl-IE tJIV,iJE,<: Tl/£ /W$1/L771.!6 EA/6-IA/c'EK, 7l/E C.ITY tlf' A!E/llf'tJ.RT 8££1! A,,t!P TIIE cou;j/-y OF ,:J.QIJ6-£ fl.4,f'ML£55 /'',f',JAJ ,1,11y :¢NP 4LL l14BILITY,RE.4L t7R .I/LLE6E'O, ;,y C//111.!ECT;()I.J ,VITI! Tl/£ l'ERFORM.4»CE t7F IV'1RK 01.1 Tl/IS l'l',1,JECr/ El(CE/"T/ll(i-FtJR lt4BILITY ARl5ll1Ci FR/JAi T/IE 5/JtE ,i/£'11.IGENCE dF WE t'//11,IJE,l: 171£ CM'Sl.llTI/Ju D.1611.!EER 7/,'E t1/TY tJF NE/,(/PtJ~T BE4CII, .4NP 71-1£ Ct/t/AITY ~ CJR4M:fE . · -' ---·' ttJ. :\ pw1~ptl H-Jrx •r, • I!){ 'ct.i.ng sba)1 oe rcq_uirPd pr !or tn 0.un'• •11ccm._:n t of any paving work. .?/ l:1 i lily cxcan11 i (Xis sha 11 hr> back.fi J J cd and approved by the soil engi nc-er Jwior tn suhb:1:--:-:e t,rraOP. pn·paratinn. . Zt. Si1hl1a .. se b:rrac.lP i..;hal l he c·anpacted to 9(1,%, appruvc!d by the soil engineer and appnivvct for linv ~uid l(l'ade by the City prior to pl:1ccm::int of agg:rubratc base. , Z5 fli,:grc•gatt! base .'..;hall c·onforrn to Standard Rpecifica-t ions for Pub1lc Works 0 )nst nlt ·1 ion ( 1 ~7£) f<di ti on) . g,4 .'\t:i~Tt•gatc b:ise .shall lJt, cc1 1;11act.c•d to 951 of 11'\a.Airnu.rn dcmsity and aµprtJVl'<i by th(' City p1·ior to pl,wnn:,nt of :1sphaltic conu·ete. 25" fi. prirri.' wast IT'.ay h· rPquin-•d by the g1·ading insp0c.tor prior to plac;E;'!!•:nl of :1sphalt ic C'.OrHTf't P. lf l'l.,-"l}uired tpc 8rr/"ace of the 1mtreaV"d aggregate base hhall he coal,•d with 0.25 gal/yd,2 ol' !IC-70, S(>70 or MC·250 liquid a:spl,alt. 24' .'1.,~ph:11i ic concrete for stn,c•t:-; shall }x, type 111, a,c;: S1X"cified ln thP Stan<lard Specifi(·citions for 11iblic WLn-ks Omslni~UPn (l97::, hiition). Z.i P1;,cn1.c•nt of asphaltic~ c.rmlTC'tC' shall llP inspeclPd and approv0d by City. 'ZB /\''seal coat'' shall h(' ,1pplied to the finished surface' at the rate of 0.10 gal/yd~2 . 'Jl1e f,,eal coat shall h(, lypc: SSl asphaltic amilsion with a 60-70 gr:1dc 1 iquici asphalt. ~~ Prior t() approval fnr use by the City a) the-: drs-ign 0ngin<'Cr shall providP cc-rli ficaUon of 1 inP and 1:-radc of the fjnish surface, b) the paving inspc_.ction 90 .1ncl appnwal 1..,•1)(1lt. sh~ll be ptxNic"il•ct, e) the pavur1cnt shall lx_, watPr t1>stcd for 1worM.•J' cirainag1' and appni\;r,ct by thP grading ins})fictor, and d) Cily sh&ll do ::,trePt ~triping. .51. /'RIOZ Tl'/ Flll.4L AC.CEl"TAAICE tJF STREl:T 11,/l"Rtli'EAIENTS, ALL STREET .5TR/,PIA/6 .4,1/IJ STE.//C/L/AIG 11/!Th'l,i/ TIIE f'ERIME.TE/e tJF T!IE CCAl5mL!CT!OJ/ f'ROJECT 1/IILL 8£ RESTIJ/i?Cv 7tJ ,t "LIKE' A/EW" Ca,/l'/77.1,V, l,i/ 4 M4Al/,/ER AIEET!MT lJIE AffRtJIHL Or 7JIE ASSIST,,fAJT Oll?E.:CTt71<. EM.4/£JEVELtJPMEN1. _ --· --. /e CITY_.IJF 1/EIV.Pt'IRT IJllCI-I. I · CIJIIAIT Y OF t'IR!l/6£ . . 6G' t------------------...-, 1-·~---3Q ' ... --...: IOL , 20' 75' /2.5' TYPICAL SECTION ORCHARD DRIVE -NO SC ALE • ST4TIM/ tJ+4t TtJ 574Tlt1A/ 4flff.// ' APPROVED ,t:3, ft,~ IMPROVEMENT PLAN FOR: . ORCHARD DRIVE 'UDLIIC WORKS DF>'ECTOR DAT f: 5' 2Jl-8o , i i i l 1 i. f I--I r l (! -l7WI 7!51 £9110 ~ ~.w.~ -------2 -t.,,-If.CJ, __ .D_A_T_E..i...e_v__,,_D_E_s_c.;,.R_1_P_T_1 o_N ______ ,1..A_P_P_.1------+:c:--;;;-:----I JA/.AE.S Ill WE8E~ fl.C.E 14<)/I DATE REVISIONS DATE CITY OF NEWPORT BEA PUBLIC WORKS DEPARTMENT IHT / OF .Z. ' 1) • r------------------··-------------------------------------------------------------------------------------------, (') CURVE: C'JATA - Li R. L T (/) -~o·oo•oo· /000' !'5 71' /'5. 7 /' ® e:•ot,·oo· 170. 00' j ,:,; 33' 3.17' - I TC. SB.,fO r'L. S-7. 90 EXIST. F. H. --,-+~ (f'~OTECT IN PtACE) B, W St° o/ /?E.!.CJC,ofTE GK/ST • • c;,. _, sroP S!6N E)(f5T. ~ P TO {je \\ PlcOTeCTeO /A/ PLACE (3) 8.IU.57.,4 6 ~ T.C. 57. 14-\ F.l. 57.e• I - -~ I , " ~\~#~ ' ' ~ '<( B~fl • \\ l•3!{}ifl ~ ' ~/~~ ~ - I • i ! 3c_, /0' ' --~' I , I ACACIA I I . ' I ' I I o' ·----t+--"" ---~~t 55M~ • . I ,,, f 10 I (1?.rei 6'.!~-' n-A.; AVENUE Pl.AN VIEW SCALE: 1 "=20' NtJT£: lt»'f.lAS 8EEA.I 11/JfJEO T() STA77/JU/A/6 ,IS Sllt!IVA/ tJ/.1 FlELP /.107£$. Drawer 6-13274 ; Street Improvement . Sheet 2 of 2 Red*24.t l';pe ** Cronaflex • I 3 0--::--coNST 3" A.C. W/!';EAL COAT OVER a;·• A.e. WIPRIME COAT @-CONST. TYPE 'A" P.C.C.. CUR/3 $° GUTTER PER STD. _182-L (Ii," CF') ~CONST. 4'' THICI'( CONG SIDEWALK PER STD. 180-L (t)-CONST. AtLE"'( APPROACH TYPE 'B" PER STD. 142-L @--CONST. COR6 ACCESS RA~1PS A:i SHOWN PER STD. 161-L @-cosJST STT<". L1c;:-1T5(.!!,3C>O LUMENS)TYPE."6" PER. STC-< :':OO··L ~SAWCVT I' REMOVE E,KI.JT l"AVEMENT , 8 CO,V$T TYPE "A' ;>c.C. CLIRB f tiL1T7'E'R f't,"R STD /.32· L (TRAN51T/ON r;,• C.F. TO t:>" c.r,) APPROVED c• ~--1--+-----------1------1 i2. ed.. yt,,/4,,, IMPROVEMENT PLAN FOR: ORCHARD DRIVE BLIC WORKS DKCTOR APP. CITY OF NEWPORT BEAC_i-1 .. DESCRIPTION REVISIONS DATE 1----'----i PUBLIC 1/JQRKS DEPARTMENT SHT 2 OF .2.