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HomeMy WebLinkAboutR_5885_S• • ' I I . 2. 3. GENERAL NOTES THIS NOTE HEREIN INCORPORATES BY REFERENCE. THOSE GENERAL NOTES NUMBERED I THROUGH 17 INCLUSIVE,OF OGEMA STANDARD PLAN 18011 1988 EDITION. THE DEVELOPER/ CCNTRACTOR SHALL HAVE A COPY OF THE CURRENT OGEMA STANDARD PL.ANS ON THE CONSTRUCTION SITE AT ALL TIMES. THE DEVELOPER SHALL TELEPH:JNE EMA/ PUBLIC WORKS/ CONSTRUCTION AT567-7S0o AT LEAST 24 HMS PRIOR TC STARTING CONSTR~CTION WORK SUBJECT TO EMA/ i'UBLIC WORl<S INSPECTION. PRIVATE ENGINEER NOTICE TO CONTRACTORS THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUk 1'1JoWU.~~ •THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, THE CONTRACTOR ·1s REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT T~E UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN iJ'l THESE PLANS. 4. A.C. PAVEMENT PLACED UNOER CARPORTS/ROOFS SHALL BE SLURRY SEALED IN ACCORDANCE WITH SECTION 302•4 "EMULSION-AGGREGATE SLURRY"OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION, 1988 EDITION,BEFORE FINAL ACCEPTANCE. 5, ALL CONCRETE CURB ANO GUTTER FLOW LiNES WITH LESS THAN 1% GRADE SHALL BE WATER TESTED PROR TO FINAL FINISHlr:G TO INSURE PROPER DPAINAGE WITHOUT JNACCEPTABLE HIGH CR LOW SPOTS, 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED 7. STREET RIGHT OF WAY SHALL BE PERFORMED BY OCEMA REGULATION, STREET R/W SHALL BE TESTED TD PUBLIC WORKS ,\LL DAMAGED CONCRETE SIDEWALK OR CURBS,SHALL BE SAWCUT TC THE NEAREST TRANSVERSE STD. SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF OCEMA STANDARD PLANS, B. ArrY lJTILITIES UNOi::R mVEI' AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND DEVELOPER SHALL PROViDE PRIVATE LABOR4TORY Cct,tPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY RIVING. DEVELOPER SHALL SET UP A MEETING WITH THE INSPECTOR AHO THE PRIVATE lABORATORY PRIOR TO ANY TESTING. "I. \\Psp~5~~1'~-V~oJl:.~W5 .~Cfl05S l\!>PHA~f PA~6ME!iT l,<IITHOUf lOU!lT'( 10 PRIOR TO F!NAL ACCEPTANCE CF STREET IMPf<OVEMENTS,ALL STREET PAVEMENT, STRIPING AND STENCILING WITHIN Tf!E PARIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TDA"LIKE " NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS, I\LL STRIPING ANO STENCILING St1ALL lif: ACGOHUING lO STANDARL1 Pi...AN NQ.!SCl, NOTE : 7 I I 8' . 10' +o· 30' 32' • 20' 17' I . . . I I . TRAFFIC SHALL BE MAINTAINED AT t,u_ TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES,LIGHTS, SIGNS AND WARNING DEVICES AS PER THE CLIRRENT STATE OF CALIFORNIA, DEPARTM~NT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE COUNTY INSPECTOR, i r r;; ,@_ ' EXIST.I G ~+=-• '6 -------1 ----/ ,, ''-Y-P~ ' AR IE:sS -:::.::::·:::::::::::==f::: IZ, OCEMA STANDARD PLANS SHALL TAKE PRECEDENCE CVER ANY CONFLICTS EXCEPT FOR STANDARD PL.AS AFFECTING UTILITY COM~NIES, IF fHEIR STN-JDARDS ARE MORE STRINGENT. ,:;,,,✓ : . • ,;.~ C ---I --::::::.. =--.:: -:...:::::::d,.ti .. '_,~,,......--111,.,.-1,, 'Cl) ----\ 18 Al:, OVl::RLA'Y • -- - - I I~. EMA ENCROACHMENT PER"11T REQUIRED. EMA APPROVED PLANS DO NOT RELIEVE CONTR.4CTOR/ DEVELOPER FROM RESPONSIBILITY TC OBTAIN PUBLIC PROPERTY PERMIT WHICH SriALL BE .r.\lAILABLE 01'1 THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. 14. DEVELOPER SHALL MAJ~lTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST-FREE AND SANITARY CONDITION AT ALL TIMES ANO TO THE SATISFA<;TION OF J.:OUNTY'S INS~CTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST ,I.IND OTHEP NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR AN°r CLEAN-UP ON ADJACENT STF:EETS AFFECTED BY HIS CONSTRUCTION. l\4ETHOD OF STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WITHIN THE COUNTY RIGHT OF WAY WITHOUT THE PERMISSION OF COUNTY'S INSPECTOR. 15. ALL WORK IN COUNTY R/W SHALL BE TO SATISFACTION OF COUNTY INSPECTOR. SEWER/WATER. CONSTRUCTION NOTES" QTY. ,0,-CAP-EXIST. SEWER • &:,-CoN.S'T', ~owr-~ c:osr»,Mli"PI 5,4-IVh-Af(>/ /?l/77Z.lcr _ffi-sn,.,llio. ~-,07 h &- ~ SGG WA7tR 1mP.0JvG"n,E.nr PLA-N.r ,c=,:,,e _;~ /1-/YA ./ltc/"/r'T> )N" A 71:-,e ,C:,/ JT,fZJ,:c.;,~ 4 EA. I EA. _ @ EXIST,B'fRUCT. SECT. EXIST. CURB GUTTER @ BIRCH ST •. I"= 10' _gQrj __ ST...,R __ U __ C __ Tl ....... O ....... N ...... N ..... O ...... TE...,S.__ OT'< (D----C0r~ST.6" CURB AND GUTTER PER APNA STD. 104-0·DC TYPE A2-6 --330 L.r: @ CONST. A.C. OVER A.B. ( ~Eli SuJLS EN~. ,PE't.S) S'i6'J 5-F. @-CONSt 8' SIDEWALK PER QCE..;A STD. 1205 / 9 84-;.,r. -. © C'ONST. DRIVE APPROACH PER APWA STD. 10:-0-oc ~.)6 .J,F- {DIMENSIONS AS NOTED ON PLAN) @_)...----SAWCUT Allll REMOVE l,;)(ISTIIJ6[ CU!ZB AND GUTTER ----330 L-F @,__--CONST. s" A.C. 6ERM PER APWA STD. 104-0·0C TYPE Al-6 ----3l L.f'. 0)---IIJSTAl,L T'f"PI:. ":..CZ)" ~IAR,K!,RS PER !:MA STD. 1402-(A:.NEEDJ;p)-3 EA. @----c~eJ-1iJ~'p~l~~~AY 10 C!,IJT~l...11.JE PER. S/>.il':iFAC,fiO!,I OF 1lii:'. --'.;) Jo 5,F. T ©----FE'ATHER TO SMOOTH JOIN @}----RELOCATE POl<i!:IZ JJ'f OiHll~ @-----SAWCUT ~XISTltJ6[ PAYEMEI.Jj -------------330 SF. ________ .S-EA. @--TlEf.10VE EXISTINt,' pf!,!YE A!'PROAll-iES @,1------C.0/VST. 5r.e1:1:r L-16.HT l"E.JZ Oc.E,..,A sro /4// ' @>----ll,E}10VE EXi'ST WA11;J2 MET~fl. AND ll£TUfll.l 10 AIIA Hl:l~HfS l',l,l!iTER. Dl'51~1CT. - ,@e-----lll)JUST WATER V'iLVE TO GRACE ' @.,__-CONST. \'LILL DEPTH A.c. PEii:: PETA IL Ht:42-EON ---Z.SS-.5-F @-----REMOVE AND RELOCATE FIRE HYDRANT BE'ilND 1£W CURB ORCHARD DR Iii C -0 C 0 C MESA DR VICINITY MAP N .T.S. CAL.1F~IA Cc>U1JCIL OF CIVIL ENtrl~EERS Ci-LAl-JD SURVEYORS REVISIONS OWNER--DEV£LOPER P.>11<-Gl-i HS 1€rHT5 IN CARE Cf sco-rr ft<, ASSOC,IATE:5 I ~o-& 1,1. 1-\ANDColi<., AAAHi IM, cA 't2801 (1J<J,) 111-ZI01 COU1-l J 1 Of ORii[q-J?: E.M.A. 1]2.~f('-f:f.lti"IN!,!,Rlt-l<t !">!VISION r--------------------1 BY,cd:f~/2b--'/?¥io R.C.E. ,i'Yl-~.f ExP. o•rE)'./4,,f,, ENcRoAcHMENT PERM1T No 90-02030-Rc , E.M.A. TRAFi',c ENGINEERING o,vi•,1011 EMA APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FORM THIS PLAN IS SIGNED BY EJ!A./ T,EJ), FOR CONCEPT AND ADHERENCE TO COOOY TRAFFIC RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT '11\ilCH SHALL BE SIGNAi.i SIGNING a STRIPING STANDAROS AND REQUIREMENlS ONLY f..M,A. /'l;E,D, IS NOT RESPO~SIBLE FOR OESIGN1 ASSUMPTION OR ACCURACY. AVAILABLE ON THE JOB ALL ITEMS WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT OF WAY. APPROVALS PREPARED UNDER THE SUPERVISION OF VALLEY CONSULTANTS INC . ,,:-1 17 / , 159 EAST AL TON AV[ l""".:=-1--:::::-::'-:'.:-:"'.".'""'-----,--T--------T'-:'.:-t .. FeMi•➔"';;;:~ ;:~ ::;~:;;.;;:r,T;;:~;::c ,;;;16;;;.~---7r;;FO;;;R-;WA'TT;-;tR;-;;, M;;;PR;;owvnEM'"E;;;:NTrss ___ lOCFO;-;;R-;S;;:E WW!E;;;R:-;:IMUIP;;;R;;;OV;E;ME~N;;TS;---1 ~,,_l'./UW\,:{ %e ·nl'.e~ « , SANTA ANA. CA 92TOT NO. DESCRIPTION SHT. APPROVED DATE ~tt ..,_.,...., _._., SAll"TA ~ "El4!1f5 ~ PISTRICf C(JS]l>. ME!SA 5/'IIIJ~ Pl~iCT £~i!Nt: 80<JL8o"'"'"JS /lCe J//'J 1714! 754-1510 1----1-------------lf---+--------+----I r-, ~ ~I/ BENCH MAH~: O,C,S. D-1'1!-C:.i,1. 1:1-11 El.El/• 63-105 lt;16 >i<~n'i.-~.i Jr..--J-rt•1Q C,,t1 ((_.,,,.,,,_._d,.,..,t,r,-1,,-t~ !1~, ,o 111 THI: S.L!.l"AAT oi: M IIITERSliC!Toi-1 e;-M!:SA ~ AND C'fffl!SS \C;f.; r--+-------------+--+----------1----1 -o~ DATE DATE 1ll> Hi\Mr.~s ~.c.e. 31120 PA'TS z1 F-"f £.l" ()IZ 11-te c.1.... OF c'ft'fl!;~, 21.apr s.111. of n,"" c.L. or, 1>1-sri1CJ ~111~;2. 14~:.A, ·z.1 FT-s.e .:>f-1"11:! c 1. PROLO~flJ oi: -nte 1o rari 1c 1HE t--+-----------+---i---------+--+-----------1----------.......J"-.:..::..:....:....::..:....:.;;.:.:..:.· _____ -41,1,i:, ,-,1 Fi. MJil,1,~ ~U'( Wilu. IIASC Jfl, noM P-W .... foLE I STREET IMPROVEMENT PLANS FOR PARCEL MAPNO. 89-341 BIRCH STREET (UP # 89-38P) BLOCK MODULE 64 -5450 C.M.S.D. SEWER NOTES (FOR CONSTRUCTION WITHIN BIRCH STREET R/W) I. THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS Of THE COSTA MESA SANITARY DISTRICT. 2. CONTRACTOR SHALL REQUEST tNSPECTiON FROM T~ OFFICE OF ir-lE DISTRICT ENGit,EER 48 HOURS PRIOR TO C0Mr.£NCMENT OF WORK. TELEPHONE (714) 63i • i731 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT' SHALL BE CONSIDERED UNACCEPTABLE. 4. CONTRACTOR SHALL OBTAIN C.M.S.D. SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE DEFIIRTMENT OF STREETS AND S.4NITATION, CITY OF COSTA MESA, 77 FAIR DRIVE. TELEPHONE (714) 754· 5323. , 5. CONTRACTOR SHALL OBTAIN AU. NECESSARY PERMITS THAT MAY BE REQUIRED BY THE LOCAL GOVERNING AGENCY. 6. CCJ>JTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND C.M.S.D. STANDARD PL.ANS AND SPECIFICATION ON JOB SITE AT ALL TIMES. 7. CLAY Pl~ JOINTS SHALL BE TYPE "G" MECHANICAL COMPRESSION JOINTS FOR MillN LINE SEWER TYPE "D" JOINTS, BAND-SEAL OR APPROVED EQUAL, ARE APPROVED FOR t..ATERALS AND REPAIR WORK DNLY. B. ALL LATERALS SH,\LL BE PLACED PRIOR TO SURFACING OF STREETS. 9. STAMP"S" ON CURB AT SEWER LATERAL LOCATIONS, 10. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S APPROVAL. II. PRIOR TO t..SPHALT CONCRETE PAViNG, MANHOLE FRAMES Alllll COVERS SHALL BE LEFT 6" BELOW FINISHED GRADE • AFTER STREET SURFACING IS COMPLETED, FRAMES AND COVERS SHALL BE RAISED TO GRADE Pf:R STD. DWG. NO. S-105. WATER NOTES I. WATER MAINS WILL BE INSTALLED ACCORDING TO T~ LATEST STAIIDARDS AND SPECIFIC-lTIONS OF THE MESA CONSOLIDATED WATER lllSTRICT. 2. CONTRACTOR TO HAVE ON JOB-SITE A COPY OF LATEST STANDARD SPECIFICATIONS AT ALL TIMES. 3. CONTRACTCA TO NOTIFY SANTA ANA HEIGHTS WATER COMFIINY 4B HOURS PRIOR TO CONSTRUCTION (TELEPHONE• 545-1060 OR 545-4050). 4. PLAN CHECK, INSPECTION AND ENGINEERING DEPOSITS WILL BE MADE PRIOR TO SIGNATURE Oc GENERAL MANAGER. 5. A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IN THE AMOUNT OF 10% OF THE ACTUAL COST OF INSTALATION OR 500.00 DOLLARS WHlrHEVR IS GREATER THE BOND A~JD VALIDATION F!::E MUST BE RECEIVED BY SANTA ANA HEIGHTS WATER CQMRINY PRIOR TO OUR FINAL APPROVAL OF PLANS AND/OR ISSLl~NCE OF VALIOTION. ALL WORK DONE 1JNDE" TH 1S VALIDATION SHALL BE IN ACCORDANCE WlTH COM~NY RULE AND REGULATIONS At,)D STANDARD SPECIFICATIONS, 6, SEFJIRATION BETWEEN st'.NITARY, SEWER, AND WATER MAINS WILL BE 10' HORIZO,TAL, I' VERTICAL. 7. A 15' WATER filAIN EASEMErJT WILL BE GRANTED TO THE SANTA ANA HEIGHTS WATER COMPANY FOR MAINTENANCE PURPOSES, 5 FOR WATER SERVICES. 8. SERVICE LATERALS SHALL BE SET TO GRI\DE BY CONTRACTOR PRIOR TO INSTALLATION OF WATER METERS AND BOXES. PLEASE STATE METER SIZE AND QUANTITY I\IEEDED ON PLANS. 9, WATER METERS Will NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE Bt.CKFl_QW DfVICe REQUIRED FOR THE BUILDING AND IRRi:.ATION SYSTEMS HAVE BEEN INSTALLED, TESTED AND CERTIFIED. CONTAf;T WATER QUALITY AT (714)754-S3 10. PROTECT EXISTING UTILITIES IN PLACE. II. WATER MAINS SHALL HAVE 42" MINIMUM COVER TO FINISH OFIADE. 12. RAISE EXISTING WATER VALVE COVERS TO GRADE. 13. INSTALL FIRE HYDRANT PER STD. DRAWING N0.4. IOWA Cl.ASS A-F 5100P (VALVE OPENING 51/4") IS THE ONLY FIRE HYDRANT ACCEPTED BY SANTA ANA HEIGHTS WATER COMPANY. 14. INSTU.L BLOW-OFF PER STANDARD DRAWING NO. 9. I 5. WATER MAINS WILL BE·, EST ED AT 225 P.S.I. FOR FOUR HOORS. 16. BACKFILL MATERIAL NILL HAVE A SAND EQUIVALENT OF 25 QR GREATER, 17. THE SAND BACKFILL WILL BE COMFIICTED PER STD. DRAWING NO. 19. I B. CHIP 2" "w" IN CURB f'IICE TO IDENTIFY WATER SERVICE LOCATION . 19. INSTALL THRUST BLOCK PER MESA CONSCUDATED WATER DISTRICT ST -lNDARD DRAWU',G NO. 12. 20. CONTRACTOR TO VERIFY DEPTH AND LOCATIOO OF ALL UTILITIES PRIOR TO TRENCHING. 21. CONTRACTOR TO INSTALL TEMPORAfi't' CAPS FOR TESTING AND CHLORINATIOI-J PRIOR TO CONNECTING TO EXISTING MAINS. 22.CaiTR.ACTOR TO RETURN ALL MATERIAL REMOVED BELONGING TO SANTA ANA HEIGHTS WATER COMPANY . 23. WATER METERS AND BOXES TO BE tNSTAI..L.ED BY SANTA ANA HEIGHTS WATER COMFIINY,BUT PAiD FOR BY OT~RS 24. A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON A..L WATER METERED SERVICES TO ANY CONliDMINIUM UNIT OVER TWO STORIES OR FIVE Ofl MORE UNITS ON ONE METERED SERVICE,CONTA'.:T WATER QUALITY AT 754-5398. 25. IRRIGATION METERS WILL REQUIRE A PRESSURE VACUUM BREAKER TO BE INSTlt.L.ED A MINIMU\I OF 12" ABOVE HIGHEST SPFIINKLER HEAD. 26. A REDUCED PRESSURE PRINCIPL.I: ASSEMBLY WILL BE REQUIRED ON METERED \1/1\TEP. SERVk:ES TO ALL INOUSTRAL M..DINGS. 27, A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO ALL COMMERCIAL BUILDINGS. 28. IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN S.A.H.W. CO. EASEMENT OR WITHIN 7-5 FEET ANY S. A.H. W. CO. FACILITY. Df.SGtl PT10N LOTS '14 AND q5 AND 11-i~ S.W 'L'( 6F i~CT 1D6 -M-1<1 ZI /ZS BASIS OF BEARINGS 66 fi Of LOT 43 1fit, l-E~ltRL-11-l!;; Of f>IRC-H '5T ~!,it-!~ N ~0 4£' 15" E f'E;I<. 1RAC-f 106 MM 21 /25 -11.!::CORP5 OF D.fANt'rE COUNi'( COUl-lj'{ Of OAAME!'E E . t<l . ~ . Rl!.t!tll.>. TI ot,l THIS PLAN IS SIONED BY E.M.A./ REGULATIONS FOR CONCEPT AND ADHE~ENCE TO COUNtr STANDARDS AND REQUIREh'F.NTS ONLY E,11.AJ REGULATIONS IS NOT RESPONSll"E FOR D£SIGN,ASSUMPT10NS OR ACCURACY. 7 20271 BIRCH STREET SHEET I OF 2 STREETIMPROVEMENT PLANS FOR PARCEL MAP .NO. -89-341 BIRCH l'IS1 TTSWL'( 10 U.P. 8'1 -~8 P STREET (!,o186+oZ~_>,.;_ lll ~ cct1,. !10'T LEVil, i-n1H ~Nb, 111rt11ess;D 1--_..._ ________ ...J._.l.-______ L.---1-----------..._ _________________ --LL,.,l...!JME!:.J:"f~,.!\L!:...[,r1>1>211-l.lJ:.L:.. ~•-~S!l::,!:.:..--------------"L..------------------~'-----------------~ DD/'3 \ I I ' . I . \J I-' A ti 55 . in "' 'V 50 fil -;z -..) c.:. IO i ~ I "' ~ -\11 "' '<I-~ ,55 50 ' ' -: ... , ... , - ' , I "--,> -•-'-• ••• .... • -., .. ,. .... l .... .,_, --•·· 4 5 ' '· i i l l ; I • I I SCALE• I" = 40" ' f ' ' ' ! ' I I l I i ; ; I i ' i l ' ! ' ! I ! ' ' ' j j ' ' ' ! ,. ; ' • i j I . V Top e>f PROf'OSf:D CURS ( ?41 WEST ) ' -, .. " ' .. . . . ' " 200 v. c. ' -'--~.' . -'"'--·· .,. f ' .. ' 13 /... ~ ~ I'.. (: "' f.; • ~? \j (]) "" ' ST. .J 0 % z .J " " " ffi "' "' .. t:i I'-L>l a, .J " ~~ + a:: a: a,"' . It; ~~ ,n;' ;;; .,.: ·u:, "' !'! '" 3,o' "' ;z. C> ' l:.XlST. PAVEMENT l:b--------- B1Rc.H 5rll,;;er /VTJ. j;XISTIIJ"i-ropo OF CURB @ Zl'l 1 WEST ~ - ' - j • PROFILE SCALE VERT. I , .. = 4' HORIZ.1 111 • 40' 7 4o' I Z.' - ~ l'l IO -I ·---' - !--= ' ---, ~ 8 N C. 0:-:z N Ul Ill N () + (X) • 8 Ul :;z ~--....:i -t ~ § N c,. 0 + -::z IX) Ul WL.Y RIW ---- .. ' -- PREPARED UNDER THE SUPERVIDN OF .J I&. st ii . ' ! ' . ' i r.. - rt I • ' • 10 MH ex: 0 55 60 ;50 IE, • - . . . CONSTR(.ICTION NOTES QTY ~ CCIIIST. 6" CURB a GUTTER PEii A.P.W.A. STD 104-0 TYPE A2.-6 @-CONST. , A.C. OVER A.8. ( .,;EE SOILS alliil,lf:ER ~S) ®=-CONST. g FULL SIDEWALK PER STD. PLAN 1205 ©-C(!ljST. 30' DRIVE APPRQ.QCH PER STD. PLAN 1210 Y= 8~x= 3'. W =YJ' ~r)f AIJD REMO/I: J;.i<ISil~ CURP,/<Wl I~ @-cOMsr. 6"l>s-C,f>l:RM PE:R A!'WA S1D.t04--o i'ff'E )11-6 (if::-IIIST~ i't'Pl:"LC'2)" MA121<:US PER EMA STb.fl).1,1 14-0Z @)-coNST. A,C.~L.J.Y -ro C~1'Efl.l..llU~ l'!IZ SATISFAG,TIOM. Of1HE: /':.;', -. !'11:lb INSPECTOR. ~~lHllR 1o SM001H JOIII @r RELW.TE: fONElt Pot.es r,y O'TIIE:llS . @--~UT El(l$TI~ fl'l\'EMaq-. @)-KEMOVE El<15i1Mtl' PRIVE AfflZOA'HJ.S ~CONST. 5TIZ~Er L.16.Hr Pell OCGCMA ST/). /1)! @--rz.EIIIOYE f:.XIST. l,IJZ>.Tl!.R METE~ A.JD 11.ETU~ TO SAl!iA AAA HE:lq-HTS "1A1EIZ DISTRICT. @-ADJUST iO €!RADE @--COIIST. FULL DEP111 >,.c.. rt;R DE'!'All, HE~l<I @-!lEMoVI! At-ID iij:i..OCATE: ~IMO N~III CUR& SEWER/WATER CONSTRUCTION NOTES QTY. J:. CAP EXIST. SEWER & CONST. CLEANOUT PER COSTA MESA SANITARY DISTRICT STD. No. S-107 -- ' I / ~~~f?t:~'1-~~~===~3=-~1 k==:::!-IQ~~ ~1 OEYAIL ® COJNTY OF ORANGE EMA I REGULATION IMPROVEMENT SHEETZ OF 2 PLANS • i l ' I I I i i • ' i l ! I i i ! I I ; ! ' --r-------------,---,----------,,---,t-------------------------,--------------4 Oj • .J-.. , SANTA ANA, CA 92707 REVISIONS APPROVALS ~ 139 EASTALTONAVE DESCRIPTION S T. D FOR FIRE PROTECTION FOR WATER IMPROVEMENTS FOR SEWER IMPROVEMENTS J.)•~-srx·k"--,,. 1------------------------~---------------------'· NO. '· ,-....-r-------------t--H_. +-_A_P_PR_O_VE=----+D'-A"-'T..aE;;-i Sl\H1"A Al-IA Ht1411f5 Jl+l,"flllt t,ISTRICT cos~. MESA SANITARY DISTRICT t-~;;;;,;:~~IIOll~RB;;,;~;;=.;;.;IS;..R_c_E .;;!l~ll~IS!l;..._o_AT_E_· _...;.· _11_,4_1_1 s_4_-_,~_,_o _____ -I ...... -------------+----+---·-·-------11n .,t. BENCH MARK cM-2,-1, El.£V•6,.10., c,,1s, ' 0. C. FIRE MARS HALL DATE DATE )JwA. __!1!_ lt.J iHE s.e. PAJIT OF iw INT!;i,?S!;(;JI~ OF 116SA~· AW.D CYPIZl=S ST.; i1 Fl DATE s.e, OF 1liE c ,L. Of C ass , Zl · 2 F.J _, $,W. OE HE .C .I,. OF MESA 21 iS-£. <>F 11f6 C,L. Pl'O~Oll~l Of 111!; S111!ilrr 1l> E i'I-E. 1,1 FT N.w. ---+----------+-t--------+--t---------+:c::=-:-::=:::--:c-:-::::-::~=-=::!:::-:::==-:-:===-==-==----I GfU'( W!l6 ~Sf. ~ FT. F~M 1'-W.R. f'oLE (II' 11eag.ozE) IN A COi-iC ST O.C.E.M.A STANDARD PLANS SHALL TAKE PRECEDENCE OVER AHY CONFLICTS EXCEPT FOR l,;EVl:I.. WllH ~ROIJIID, lollTN&SSl!P B'( MliTAl, f'05T l FT· 5-E. ' STANDARO PLAHS Aff'ECTING UTILITY COMMtiiES 1r: HIERE STANDARDS ARE MORE STRINGENT. \ I I ""'' .• ey, ACE E'XP DATE PATE THIS PLAN IS SIGNED BY EMA./REGULATIONS FOR CONCEPT AND ADHERENCE TO COIMTY STANDARDS At() REQU<Rf:M£NTS ONLY E.M.A / REGULATIONS IS NOT RESPONIIIILE FOIi 0£!11N,ASSUMPTIONS OIi ACCIJIACY. FOR BIRCH STREET 198' TO 528' SW. OF 't_ OF ORCHARD DRIVE t.J.P ,;;,_ 38 P ! i i • '