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6EIEAAL NOTES
I . THIS NO IE tEREIN IMCIH'ORA TES BY RcfEJajCE_ THJSE oEhERAL NOTES NI.MlEf£Jl
1 TlflOU6H 17 Of llCEW. STAlllAAO PUN 1801, 1989 EDITION.
AOOITIONAL NOTES
WATER IMPROVEMENT PLANS .S
STREET IMPROVEMENT PLANS
FOR
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2. Tl£ llEYELOPEA/COIHRACTOR SHALL HAVE A C<PY Of Tl£ CIMNT llCEIV, STAlllOO ,
PUNS ON Tl£ CONSTAJCTION SITE AT ill TIMES.
1. ALL lHlERGAOINl UTILITIES OR STRUCTUIES AE?ORTEO BY TIE OIIIIER OR OTtERS, AND
THJSE SHONN ON Tl£ !£CORDS EX.IMIIED, AfE INDICATED WITH Tt£IR APPROXIMATE
LOCATION ANO EXTFtlT. TIE OlftER, BY ACCF.PTING TtESE PLANS OR PROCEEDING WITH
TIE IMPROl'EIENTS TI-EIUO ASIEES TO ASSIJE LIABILITY ANO TO tfJLO IKlERSI61£D
HARK ESS FROM ANY DI.MASES IESUL Til«l FROM Tt£ EXISTENCE Of lNlER6AOlHl
UTILITIES OR STRUCTIJES NOT FEPORTED TO Tl£ UNOERSI61EO. NOT INOICA TEO ON
llE PUBLIC IECORDS EXAMIIED, LOCATED AT VARIANCE WITH THJSE IEPORTEO OR
SIPN Ot,I IEC()f{IS EXAMIIED. Tl£ CONTRACTOR IS fEGUIRED TO TAKE DU::
1 ~~~CACIA STREET & ORCHARD DRIVE r t
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3. Tl£ llEYELOPEP. SHALL TillPltOI£ EMA/PUBl.IC WOll(S/CONSTRUCiION AT667-7800AT
LEAST 24 trulS PRIOR TQ STARTING CONSTflJCTION WOii( sue.ECT TO 00/fUII.IC
IIOll(S' INSPECTION.
4. EMA ENCROAC!t8T l'ERIIT AEOUIREO. EMA APl'IIOVEO PUNS DO NOT IEI.IEVE
CiJNTRACTOR. 'llcYELOl'ER FROl4 IESPOHSIBIL!TY TO 08TAIN P\111.IC PROPERTY PE.'IMIT
NHICH SHfil i1E AVAILABLE ON Tl£ ..i8 AT ill TIIES liOAK IS BEING
ACCOMPLISIED IN Tl£ P\A!LIC RIGHT Of WAY. -
5. ALL CONCIETE CUAB I.Ill GUTTER FLIIWI.IIES WITH LESS THAN lS 6AAllE Sl'.fil r£
.WATER TESTE!l PRIOR TO FINAL F:NISIIING TO INSlff PROPER IJIIAINAGE WITHOUT
~CEPT ASlE HIGH OR LO!! SPOTS. ~"i:
6. ill UT!LlTY T~ BAC;fILL ANO COMPACTION Ir.... ~'.TION OUTSillE Tl£ LIMITS
OF llEOICATEO STPfET RI!'lfr-0F-WAY SHALL 9E f'Elf'GlvED 6Y OCEMA AEGlUTION.
7. ill DAMIIGED COMCAE1£ SIIJEIIAU(S OR CUA8S SHALL. BE SAIH:UT ro Tl£ hEAREST
TRANSVERSE SCOI£ IWI< OR ADJJST ABLE CONTFIOL JOINT OR NE.00:IED PLAAE JOINT
Al() lt:IUCED IN Cllli'O!l4AHCE WITH Tl£ APPLICABLE PROVISIONS Of OC!:MA
STo\NlARD PLN-6. • -
B. IFIEI.OPER SHALL MAihTAIN ADJ.ICENT SHEETS IN A !EAT, CLEAN. DUST FIEE Alll
SANITARY CON>ITION AT .U. TIIES Mil TO n£ SATISFACTION Of COUlffi'S
INSPECTOR. Tl£ MlJACENT STAEETS SH.ill BE KEPT CLEAN Of DEBRIS. WITH !JUST
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I.Ill OM..1'1 !tllSAla BEING CONmOU..fll AT fil TIMES. IFIEI.OP'JI SHALL BE
AESPONSIBLE FOR MlY CLEAN I.fl ON ADJACENT STAEETS AFFECTED BY H!S CONSTRUC-
TION. 1£Hll0 Of SHEET CLEANINS SH.ill BE BY OOV SWEEPING Of ill PA~'EU
AREAS. NO STOCXPILING Of BUILDING MATERIALS WITHIN Tl£ COUITY RI6HT-0F-
WA Y ~ITHOUT Tl£ !'ERll(;SIIJII Of COUITT' S Il!SPEC fOR.
9. PRIOR TO FINAL ACCEPT.111:E Of STIEET Dl'AOVEIEKTS. ill ~:JEET PAVEIENT,
STRIPDl6 00 STENCILING WITHIN T~ PERIIETER Of Tr£ <:OHSTRUCTIIIII PRO.ECT
WILL BE 1£ST(A£0 TO A 'LIKE IEW' CONDITION. IH A IWIIER IEETING Tl£
APl'IIOVAL OF Tl£ DIAECTOR Of PUBLIC WOll(5. ill STRIPING Alll STENCILING
SHALL BE ACCOlllING TO ST~ ~ NO. 1801, NCTE 17. -
P!ECAUTIONARY MEASIJES 10 PROTECT llE UTILITIES OR STRUClUES SHJWN AND ANY
OTtER UTILITIES OR STRUCT' JES FO!Ml AT Tl£ SITE. IT oHALL BE Tl£ CONTRACTORS
FESPONSIBILITY TO NOTIFY TIE ()ljlERS Of Tl£ UTILITIES OR STROCllJES CDNCE!ltED
BEFOIE STARTING WOii(.
2. CONTRACTOR ASIEES THAT 1£ SHALL ASSM SOLE ANO COMP~ 1£SPONSl0ILITY FOR
JOll SITE CONOITIONS IMUNG Tl£ COOlSE Of CONSTRUCTION FOO THIS PROuECT
INCLtDI::G SAFETY OF ALL PEI.SONS 00 PROPERTY, THAT THIS 1£GUll8EhT SHALL
APPLY CONTINLOOSL\' AMO NOT llE LIMITED TO NOll4AL NORKING lrulS Alll TriAT TIE
f.O.ITP.ACTOR SHALL DEFENO, IIOOtlIF'f AND liJLO THE OIINEn. Tt£ COIISUL TING
ENGUEER ANO Tl£ COlMTY OF OOANGE HAIM..ESS FROM ANY AND ALL LIABILITY,
!Ol. OR A!.l.ESEIJ, IN COIIECTIOII MITH Tl£ PERFOOMAw.:£ OF NORK ON fHIS PRMCT,
UCEPTING FOR LIABILITY ARISING FROM Tl£ SOLE t£6l.l6ENCE Of Tl£ OlltER, Tl£
CONSU.. TING ENGUEER. OR THE ~ Of ORAN SE.
1 C/ILI.-tJND€!<1,Rt,1N{J <;;E,,'Y/CE llt£R.T
O!G~lil/6
If f lf0//t2S ;;'£FOR£
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24
4-,
-, 5 5 _j
51/JEl'/ACJ<
. :-• ........ _.
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: /GXl>f!NG AC --1.. PAVEMENT
'// --...._
\ ---
5;1WCUT ;;:11iftNG
A.C PAV[;t-1£/✓T(f'
1 t/;. /iCAC/A ST. $.
fr, ' 4, AR~HARD DR.
,r,1 {EXC£,0 T A~
SHOWN 8E:L6W)
10. TRAFFIC SHALL BE MAINTAINED AT ALL TIMES 00 SHALL BE ~TECTEO WITH
ADEOUATE BAIIIICAIIES. LIGHTS. SIGNS Alll IWtlIN6 IF/ICES AS PfR Tl£ Cl.ffENT
STATE OF CALif!AIIA, W'ARTIENT OF TIW!'JPORTATION. IWlJAL. OF TIW'FIC
COIITIUS ,IJ() TD Tl£ DlltCTIONS OF Tl£ coum·s D,\SPECTOR.
z PA,'£i1eNT SECTION TO BE IJE,T&:~t-1.'Ni=D 0r
AFTEf". "R" VALUE 15 TAKEN ol" 5//8Gf'!AOE
5E:CT/O/J AS APl'ROV6D BY OC.G'MA-
11. OCEIII. ST,lll1ARD PLANS SIW.L TAKE PIECEWICE OVER Alff COtfl.ICTS EXCEPT FOR
STAIIJARO Pl.ANS AFFECTING UTILITY COll'ANIES. IF Tl£IR STOOAA!l5 ME MO!E
ST!IIN6EIIT . , -
12. MlY UTILITIES UlllER PAVED AIEAS OF PRIVATE STJEETS SHALL HAVE A MYNIMIM ;l'
30' CO,'El' Alll DEVB.Ol'ER SIWJ. Pli!VIDE PllIVATE UIIORATORY COll'ACTION CSITI-
• FICATION FOR ill IHlERIHII.Nl UTILITIES PRIOR TO /)ff PAVING. llEVlliff1l
SIWJ. SET UP A ltETING NI™ Tt£ D,\SPECTOR I.Ill Tl£ PRIVATE UIIORA TOOY PRIOR
TO AMY TESTIN6. ,
.13. A.C. PAVEMEIIT PUCED INlER CARPORTS/RIOFS SHALL BE SLL'lf!Y SEALED BEFOIE
FINAL ACCEPTANCE.
1◄. Nil CONCENT!V.TED FLOWS ACROSS ASPHALT PAl'EJENT WITHOUT COIMTV IMSPECTOR'S
APl'ROVAL. -
~ACIIEIIT PBIMIT APl'LICATION NO. ?/58 -KC7
EMA APPROVED Pl.ANS DO NOT IEI.IEVE CONTRACTOR/DEVELOPER FRON IESPONSIBIUTY
TO 08TAIN PIIILIC PIO'ERTY PSlMIT IIIUCH SHALL BE AVAILABl£ ON TIE ..QI AT ALL
ii.lES WORK IS BEIN6 ACCOMPLISl£D IN Pl.II.IC RIGHT-IF-WAY.
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APPROVED FOR WATER DISTRIBUTION
SYSTEM & FIRE PROTECTION FACILITIES
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TYPICAL SECTION • ACACIA STREET & ORCHARD DRIVE
NO SCALE
TYPICAL SECTION
ORCHARD C.RIVE (STA. 10+00 TO 10+75)
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" 5(11l3Al?l)lfDCo;f,,,,.,<1.i!l,,lfr .. -if'E,;JCli?ZWl.('"'-11/5 ,., p __ , , ";;,/ .._'_• _____________ .. •DPROVED ~Ql __ }._st,--DATE//L;"a Iii:, AOOE:IJ C#GCf:" VALV.<C COAfS7: ,Vt!.12, 5NT5-' « .,P.,~~ • /,;,. r -1~ ~ '9' /_{J
l-£-il-"::::~'.:'.~,s::::-,!':"""'':'::'::'~=t~:::-,.,::::-c.,-s'=-'";.:;--",;l;::'-:c',_:::....,:;::.,,,:---,o/,-;,-ca/:::-.,::--~'7't;!=-,11=-,,,_+----,r.11'4#t//-·-....:.:.,w,_:.::..+..:._7L./..:.li:>~j BLOCK NO. MODULE NO. COUNTYFIAf.!:._5 ii::::~·1...---=5~-jl~•,:-'l:!;•~1---------------------------------
-~,:::".,;,-~;;:;:-r;,1'"""%-r,;r--==-,--c:::--h"-c:-,5 ,..+-_..!.,' 1..!..··/i _·· ---1--''!.....!...:1/'T"JI SANTAANA HEIGHTS WATER CO. DEVELOPER COSTA MESA SANITARY DISTRICT
>r,._ ~,')NS/; .N~rFS JlJ V.51 -<'6V~P-~ST. '3,-4;$ Lb ,.-a>ro; /">t!'/!V!~ $f" ,'(..,__ ~~ _ •1/2_,rj,,-. YOZV-'DEVELOPMENTINC. APPROVED FOR CONSTRUCTION WITHIN
~-9.ri-"_.5/~e.i...,f---1,-...+--------,&.....;1~" 1122SOUTHEASTBRISTOLSTREET -'TTN:MR.TOSHINOBUKUREMATSU AC Cl STREET 6 ORCHARD DRIVE ONLY
NO. DEscR1PT10tt SHT. A"PROVED DATE 5 4 5 0 6 4 SANTr,1•i !.~,-CM.JoRF£~~!50· 92101 12e12 VALLEY\1EW ST •• SUITE 7 A
1 ~✓:.-fi'c::,;:""_,/r <i,'f 'y,~ ~~=~:-~,CA926-15 j')P,
FAXl714)897·3834 DISTRICT ENGINEER REVISIONS ATE
COUNTY OF ORANGE BASIS OF BEARINGS: PREPARED BY :
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Vicinity Map
J/.T'f1,
CONSTRUCTION NOTES & ESTIMATE QUANTITIES *
1.
. 2.
6.
7.
a
9.
10.
1'1.
12.
13.
14.
15.
1,;.
17.
1S.
19.
20.
21.
Jill!
CONST. A.C. OVER A.B. STRUCTURAL PAVEMENT SECTION.
CONST. TYPE A2-6 {6" CF) CURB AND GUTTER PEA A.?.W.A. STD
PLAN NO. 104 -0.
CONST. 5.5' WIDE PCC SIDEWALK PER O.C.E.M.A. STD. PLAN NO. 1205.
CONST. FLARED DEPRESSED CURB DRIVEWAY APPROACH PER O.C.E.M.A.
STD. PLAN NO. 1210
CONST. SIDEWALK RETURN WITH ACCESS RAMP PER O.C.E.M.A. STD.
PLAN NO. 1111 AND 102-0-0C.
RELOCATE EXISTING STOP SIGN AS SHOWN ON PLAN & PER 0.C.E.M.A.
STD. PLAN NO 1409, ----------- -
SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
SAWCIJT AND REMOVE EXISTING CURB AND GUTTER
REMOVE EXlSTING DRIVEWAY
PROTECT EXISTING SEWER MANHOLE
REMOVE EXISTING POWER POLE BY OTHERS
RELOCATE EXISTING WATER METER -
RELOCATE EXISTING ELECTRICAL BOXES
RELOCATE EXISTING MAILBOX
C'-ONST. PARKWAY CULVERT, TYPE A PER 0.C.E.M.A. STD PLAN NO. 1309.
RELOCATE EXiSTING TELEPHONE PANEL
CONST STREET LIGHT PER 0.C.E.M.A. STD. PLAN NO. 1411, 5800 LUMENS
REMOVE & REPLACE EXISTING 4" WIDE YELLOW BROKEN CENTERLINE STRIPING
CONST. TYPE L(3) MARKER PEA O.C.E.M.A. STC. PLAN NO. 1402
CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY
PAINT STOP BAA & "STOP-STENCIL PER CALTRANS TRAFFIC MANUAL,
FIG. 6-20 & 6-22.
22. ABANDON WATER SERVICE & METER PER WATER LINE IMPROVEMENT PLANS
23. RELOCATE EXISTING SPEED WARNING SIGN AS SHOWN ON PLAN &
--::-"v-.... . ..f!PEA 0.C.E.M.A. STD.PLAN
QUANTITY
10,000 SF
411 LF
1,010 sr
2EA
1 EA
1 EA
8,480 SF
420LF
OEA
3EA
l: EA
2EA
3EA
1 EA
1 EA
1 EA
1 EA
LS
1 EA
1,110 SF
1 EA
2EA
) 1 EA
I~ '
!£ 24. C~!!u&• CLl=ANOUT PcR COSTA MESA SANITARY DIST. STD.
5-107
~ I E'.A '\
& ZS, PLUG, SND OP ec,"STING, LATE-" RAL. Ar PL, I EA I
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* 5££ 5H£E=T 3 FOR WAT£Rt...!N£ CON.fTRt//"_T/QN ;..lores ( €ST/MATE
OF' Q./JANT/Ti& 5.
l)Rl5 15474 .. : . i!li
heet l of 5
LEGEND __
TC.
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Ft. rtOW LIN'E EL'E/1/1170111
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/!n:,t/.1 CdR~ /ETr.lPAI
cNP CIIRIJ £ETtlRAI
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CdR6 I <$0TTtfte
cKl.r'TIN4 Ct/Rtl I $tl1'TcR
.
IMPROVEMENT PLANS
FOR DWQ NO
.
.COUNTY OF ORANGE
E.M.A., REGULATION DIVISION E.M.A. TRAFFIC
BY~,~~NG ~~~:1 ~;~~85
l'HE BEARING OF N 50" 11' 45" W FOR THE CENTERLINE OF ORCHARD DRIVE AS CALCULATED FROM
THE MAP OF TRACT NO. 706 RECORDED IN BOOK 21 PAGE 25 OF MISCELLANEOUS MAPS, RECORDS
OF THE COUNTY OF ORANGE, STATE OF CALIFORNIA. ACACIA STREET AND ORCHARD DRIVE IHEET
I THIS PLAN IS SIGNED 8'1' O.C.E M.A. REGULATION FOR
CONCEPT ANO ADHERENCE TO COUNTY STANDARS AND
REQUIREMTS ONLY. 0.C.E.M.A, REGULATION IS NOT
:~~"W!~fE FM DESIGN, ASSUMPTIONS, AND
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R.C.E. '.2:,gzf3 S' _ _ _ E.X.P. DATE :~1()~1; I
THIS PLAN IS SIGNED BY EM.A TE.O. FOR CONEP AND ADHERENCE TO COUNTY TRAFFfC SIGNAL,1SIGIING 6 STRIPNG
STANDARDS AND REQUIREMENTS ONLT. E.MA, TED. IS
NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY.
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BENCHMARK: O.C.S. CM21-71 (19711AOJ.l EL.EV .• 13.70!1
IN THE SOUTHEJ,S1' PAIT Of' THE INTERSECTION Of MESA DIIYI: .00 CTPRESI
ITIEETi 21 FEET SOOTHiAST Of THE CENTEIII.INE OF CYPRESS, 21,2 FEET
SOUTH•ST OF THE CEHTElll.1111 Of W£SA, 11 FEET SOUTHEAST Of THE
CEHTEll1.IHE PIOLONCATION 'If THE STREET TO THE NORTHEAST, 1.1 FEET
NOITHWl!ST Of WY WIRE IIIEIIE IT ENTERS GltOUNO, (THE MOST NORTHWESTERLY
Of TWO GUT W!RES), I FEET SOUTHEAST ;N LINE WITH GUT WIRES FROM A
PO'll£R POLE (HIJMBER 1711•1tE), IN A CONCRETE POST, LEVEL WITH THE
UOOND. WITNlSSEO IT A W£TAL POST I FOOT SOUTHEAST.
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121 IIAMl'AIIT ITIIEET IUITE 200
OIIANGE, CALIF. 11111
'114 117-1214
DATE I
USE PERMIT UP 88-34P t REVISED J·,
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OF_ 5
FILE NO.
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121 IIAMPART ITREl!T IUITI!
OIIANGI!, CALIP. 11111
714 117-1114
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R.C.E. NO. 25742
.-----------------•-li------1----IDATE
APPROVED IY
r.lsep
DESIGNED IY IDRAWN IY CHECKED IY DATE
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DATE
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ACACIA STREET AND ORCHARD DRIVE
USE PERMIT 88-34P (REVISED)
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12
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SHeET
2
OF 5
FILE NO.
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WATER CONSTRUCTION NOTES
1. WATER MAINS WILL BE INSTALLED ACCORDING TO THE LATEST STANDARDS AND
SPECIFICATIONS OF THE MESA CONSOLIDATED WATER DISTRICT.
2. CONTRACTOR TO HAVE ON JOB-SITE A COPY OF THE LATEST STANDARD SPECIFICATIONS
AT ALL TIMES.
3.
4.
CONTRACTOR TO NOilFY S.A.H.W.CO. 48 HOURS PRIOR TO CONSTRUCTION. (PHONE: 545-
1060 OR 545-<4050).
PLAN CHECK, INSPECTION AND ENGINEERING FEES, AND ALL METER AND SERVICE CON·
NE CTI ON DEPOSITS WILL BE MADE PRIOR TO SIGNATURE OF GENc:RAL MANAGER.
5. A PERFORMANCE GUARANTEE BOND SHALL BE POSTED IM THE AMOUNT OF 10% OF THE
ACTUAL COST OF INSTALLATION OR $500.00, WHICHEVER IS GREATER. THE BOND AND
APPLICATION/PERMIT FEE MUST BE RECEIVED BY SANTA ANA HEIGHTS WATER COMPANY
PRIOR TO OUR FINAL APPROVAL OF PLANS AND/OR ISSUANCE OF APPLICATION/PERMIT
NUMBER. ALL WORK DONE UNDER THIS APPLICATION/PERMIT NUMBER SHALL BE IN AC·
CORDANCE WITH COMPANY RULES AND REGULATIONS AND STANDARD SPECIFICATi')NS.
6. SEPARATION BETWEEN SANITARY, SEWER, AND WATER MAINS WILL BE 10' HORIZONTAL, 1'
VERTIC'.AL
7.
8.
9.
10.
11.
12.
13.
A 15' WATER MAIN EASEMENT WILL BE GRANTED TO THE S.A.H.W.CO. FOR MAINTENANCE
PURPOSES, 5' FOR WATER SERVICES (7.5 EACH OF MAIN; 2.5' EACH SIDE OF SERV!CE).
F.ASEMENT DOCUMENTS ARE 1'0 BE SUBMITTED TO THE COMPANY NO LATER THAN ~
DAYS AFTER NOTICE OF COMPUET10N IS FILED.
SERVICE LATERALS SHALL BE SET TO GRADE BY CONTRACTOR PRIOR TO THE INSTALLA·
TION Cc WATER METERS AND BOXES ( PER MCWD STANDARD DRAWINGS 1,2 AND 3).
PLEASE STATE METER SIZE AND QUANTITY NEEDED ON PLANS.
WATER METERS WILL NOT BE INSTALLED NOR WATER TURNED ON UNTIL THE BACKFLOW
DEVICES REQUIRED FOR THE BUILDING AND IRRIGATION SYSTEMS HAVE BEEN INSTALLED,
TESTED AND CERTIFIED. CONTACT WATER QUALITY AT (714) 754-5398.
PROTECT EXISTING UTILITIES IN PLACE.
WATER MAINS SHALL HAVE 42" MINIMUM COVER TO FINISH GRADE.
RAISE EXISTING WATER VALVE COVERS TO GRADE 9 (l'ER MCWD STD. D1NG. 14).
INSTALL FIRE HYDRANT PER STANDARD DRAWING #4. IOWA CLASS A-F5100P (VALVE OPEN-
ING 5 1/4") IS THE ONLY ARE HYDRANT ACCEPTED BY SANTA ANA HEIGt'TS WATER COM-
PAJl!Y .
. 14. INSTALL BLOW-OFF PER STANDARD DRAWING #9.
15. WATER MAINS WILL BE TESTED AT 225 P.S.I. FOR FOUR HOURS.
16. BACK ~ILL MATERIAL WILL HAVE A SAND EQUIVALENT OF 30 OR GREATER.
17. THE SAND BACKALL WILL BE COMPACTED PER STAND~D DRAWING #18.
18. CHIP 2· WIN CURB FACE TO IDEt,ITIFYWATEfl SER\1CE LOCATION.
19. INSTALL THRUST BLOCKS PER MESA CONSOLIDATED WATER DISTRICT STANDARD DRAW-
ING #12.
20. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES PRIOR TO TRENCHING.
21. CONTRACTOR TO INSTAU. TEMPORARY CAPS FOR TESTING AND CHLORINATION PRIOR TO
CONNECTING TO EXISTING MAINS.
22. CONTRACTOR TO RETURN AU. MATERIAL REMOVED, EXCEPT A.C. PIPE, BROKEN CON-•
CRETE AND NATIVE SOIL TO SANTA ANA HEIGHTS WATER COMPANY.
23.
24.
26
27.
28.
WATER METERS AND BOXES TO BE INSTALLED BY S.A.H.W.CO. BUT PAID FOR BY OTHERS.
I
A DOUBLE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON ALL WATER METERED SERV-
ICES TO ANY CONDOMINIUM IJNIT OVER TWO STORIES OR FIVE OR MORE UNITS ON ONE
METERED SERVICE, CONTACT WATER QUALITY AT 754-5398.
IRRIGATION METERS WILL REQUIRE A REDUCED PRESSURE PRINCl?UE ASSEMBLY TO BE
INST ALL.ED. •
A REDUCED PRESSURE PRINCIPLE ASSEMBLY WILL BE REQUIRED ON METERED WATER
SERVICES TO All INDUSTRIAL BUILDINGS.
A DOUBUE CHECK VALVE ASSEMBLY WILL BE REQUIRED ON METERED WATER SERVICES TO
AU. COMMERCIAL BUILDINGS.
IN LANDSCAPED AREAS, NO TREES SHALL BE LOCATED IN S.A.H.W.C'.O. EASEMENT OR
WITHIN 7.5 FEET OF ANY SAH.W.CO. FACILITY.
321 RAIIIPAIIIT ITREET IUITI! 200
ORANGE, CALIP. 12111
714 117-1214
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Vicinity Map
N.1:-ffe.
CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES LEGEND:
"' .i::, l!J C<1f./ST,'?(JC1 /" .SifKVICe /ISS 'Y j</17# /" WA7E£ MGTeR n;tR M. C. W. D
~-717_ ,W,/q. /Vo· / / 5 ( B4-6.fiJ./. -lbTAl IXAff5:l'IC)
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-----BEGIN VERTICAL CUP.VE
-----END VERTICAL CURVE
POINT OF INTER$ECTION
-----CENTERLINE
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8 ----LOT NUMBER
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TRACT BOUNDARY
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8ASIS CF BEARINGS: OWNER PRIVATE ENGINEER'S NOTICE TO CONTRACTORS
THE BEARING OF N 50• 11' 45" W FOR THE CENTERLINE OF ORCHARD APPROVED FOR WATER DISTRIBUTION YOZ'/A DEVELOPMENT INC.
DRIVE AS CALCULATED FROM THE MAF OF TRACT NO. 706 RECORDED SYSTEM & FIRE PROTECTION FACILITIES ATTN: MR. TOSHINOBU KUREMATSU
IN BOOK 21, PAGE 25 OF MISCELLANEOUS MAPS. RECORDS OF THE 12872 VALLEY VIEW ST., SUITE 7
COUNTY OF ORANGE, STATE OF CAUFORN!A. APPROVED D._,(f)..,,~M=. DATE like ~f<J GARDEN GROVE, Ct. 92645
Bf NCH MARK: o.c.s. CM21·71 (1976 ADJ.) ELEV. • 63.705
IN THE SOUTHEAST PART Of TH£ INTERSECTION OF MESA ORl'IE ANn CYPRESS STAfET: 27 FEET
SOUTHEAST Of THE CEN I EAU NE Of CYPRESS. 21.2 FEET SOUTH'M:ST Of THE CENT EAU NE OF
MESA. V FEET SOUTHEAST Of THE CF.NTEAUNE PROLONGATION Of THE STREET TO THE
NORTHEAST. 7.7 FEET NOATH'M:ST Of GUY WIRE WHERE IT ENTERS GROUND. (THE MOST
NORTH'M:STEALY Of TWO GUY WIRES). 3 FEET SOUTHEAST IN LINE WITH GUY 'MAES FROM A
POWER POLE ( NUMBER 17864020. IN A CONCRETE POST. LE'/EL IMTH THE GROUNO. WITNESSED
BYA METAi.POST 1 FOOT SOUTHEAST.
COUNTY FIR'fliARSHAil ' (714) 894-9085
SANTAANAHEIGHTS ATERCO.
1 i 22 SOUTH EAST BRISTOL STREET
SANT A ANA, CALIFORNIA, 92707
(714) 545-1060 OR 545-4050
APP. ____ _ DATE
SAH-120
W.0.-1066
FAX 14) 897-3834
JOB ADIJRESS
ft?t:? tl,<'CIIARD ,?le/VE
8/1,(fTA //NII lfcltfllT->, C.41/FP/#I#
REVISIONS //M. VGP PLANS PREPARED UNDER THE SUPERVISION OF
f. ,vom., Lll ii~ ~"'-"'"'· '2>','Sf', N,>?t'J 18 ,, ,ei-!J O* Vlt~ t51r1. V RCE. •
APPROVED BY
(,.-tl cl? v,-,--/... rl ,,.--
SANTA ANA HEIGHT WATEA COMPANY
I I
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DATE
SAFETY RESPONSIBILITY
Contractor agrees that he shall assume sole and complete responsibility fer job site
conditions during the course of construction of this project, including safety of all persons
and property, lhat the requirements shall api,y continuously and not be limited lo normal
working hours; and 1hat the Conlractor shall defend. indemnify and hold the Owner and
lhe Engineer harmless from any and all liability, real or alleged, in connection with the
performance of work on this project, excepting for liability arising from the sole negligence
of the Owner or the Engineer.
EXl!,TING UNDERGROUND STRUCTURES
The existence and location of any underground utilities or structt.:res shown in these plans
are obtained by a search ol available records, To the best al our knowledge, there are no
exi'iting utilities except those shown on these plans. The contractor .is required to taka all
precautionary measures to piOlect the utilities shown, and any other hnas or stn.1ctures not
shown on these plar.s, and is responsible for the protection of, 2nd any damage to these
lines or structures.
ACACIA COURT BUSINESS CENTER
SHEET NO.
ACACIA STREET AND ORCHARD DRIVE
SANTA ANA HEIGHTS, CALIFORNIA
WATERLINE PLAN
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•DRIS 15474
Sheet 5 of 5
ACACIA COURT BUSINESS CENTER
WATERLINE PROFILE
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