HomeMy WebLinkAboutS_5210_SSEWER NOTES
A. THE SEWER SYST[M IS TO BE INSTALLED BY TH[ D£V[LOP[R. ALL SEWER WORK
SHALL CONFORM TO THE DISTRICT'S • PROCEDURAL GU/D[LINES 'AND GENERAL DESIGN
REQUIREMENTS" AND • CONSTRUCTION MANUAL," AS LAST REVISED.
8. THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD
SPECIF/CATIONS ON THE JOB.
C. THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON
PUBLIC RIGHT-OF-WAY.
D. THE DISTRICT'S ENG/NffRING OFFICE SHALL BE CALLED FOR INSPECTION FOUR (4)
WORKING DAYS BffORE START OF WORK AT (949) 453-5300 OR (949) 453-5615.
E. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BffORE STARTING
CONSTRUCTION WORK.
F. TH[ CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO TH[ EXISTING SEWER SYSTEM
FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION.
G. STATIONS SHOWN AS IO+OO.OOIARE SEWER STATIONS AND ARE INDEPENDENT OF
ALL OTHER STATIONS.
H. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFOR[ TRENCHING AND A
COMPLETE SIT OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR.
I. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THER[ON AS SHOWN IN
DRAWING S-4.
J. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM AND LATERAL
SEWERS TO THE PROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM
THE' PROPERTY LINE CLEAN-OUT WILL BE INSPECTED AND TESTED BY THE CITY OF
/RV/NE OR OTHER APPROPRIATE AGENCIES IF OUTS/OE THE CITY OF /RV/NE.
K. INFILTRATION AND AIR TESTING OF S£W[R LINES SHALL BE IN ACCORDANCE: WITH THE
DISTRICT'S 'PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS" AND
"CONSTRUCT/ON MANUAL," AS LAST REVISED.
L. ALL SEWER LINES SHALL BE BALLfD IN THE PRESENCE OF THE DISTRICT INSPECTOR
BEFORE COMPLITION OF ALL LEAKAGE TESTS.
M. PIPELINE LEAKAGE: TESTS SHALL BE MADE IN THE PRESE:NCE OF THE DISTRICT
INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON
BACKFILL HAVE BEEN MADE, AND THE BACKFILL HAS BffN ACCEPTED BY THE DISTRICT
INSPECTOR.
N. ALL SEWER MAIN LINES 6-INCHES AND LARGER ARE TO BE INSPECTED BY THE DISTRICT
USING A CLOS!:D CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE
OF THE INSPECTION.
0. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS
WITH TIE DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES.
P. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL
FURNISH THE DISTRICT WITH A SET OF AS-BUILT MYLARS OF THE SEWER PLAN.
Q. CURBS SHALL BE INSCRIBED WITH AN "E/' INDICATING LOCATIONS OF ALL SEWER
LATERALS.
R. CURBS SHALL BE INSCRIBED WITH TIES FOR ALL MANHOLE LOCATIONS.
S. THE CONTRACTOR WORKING ON IRWD SEWER MAINS MUST Hlj,VE A C-34 LICENSE OR
OR A CLASS A CONTRACTORS LICENSE.
T. CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE
STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE
START OF CONSTRUCTION.
OFF-srt'E RECUMP WA'fl!R NOTES:
1. All OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE DOMESTIC POTAELE WATER
SYSTEMS.
2. RECLAIMED WATER PIPE SHALL BE PURPLE PVC C-900 PIPE, EITHER
CLASS -150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS
TO IDENTIFY IT AS RECLAIMED WATER.
J. All 1-INCH AND 2-INCH COPPER SERVICES SHALL 8[ WRAPPED
CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO END.
PRIVATE Nf"l5 JIDTE TO CONTRACTOR
THE EXISTENCE AND LOCA170N OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY SEARCH OF AVAILABLE RECORDS. TO THE BEST OF
OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT T.~OSE SHOWN ON THIS
PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUT:ONARY .MEASURES TO
PROTECT THE UTILITIES SHOWN AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON
PLAN ANO IS RESPONSIBLE FOR THE PROTECnON OF, AND ANY DAMAGE TO THES£ LIN[S
OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND
CONSTRUCTION PLANS FOR
THE IMPROVEMENTS OF
WATER (PUBLIC), SEWER (PUBLIC & PRIVATE) &
UNDERGROUND FIRE' (PRIVATE)
0 ' ' 0
CRYSTAL COVE RETAIL CENTER
m,m WA'fl!R NOTES
A THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM
WORK SHALL CONFORM TO THE DISTRICT'S 'PROCEDURAL GUIDELINE AND GENERAL
DESIGN REQUIREMENTS" AND "CONSTRUCT/ON MANUAL," AS LAST REVISED.
B. THE DISTRICT'S ENGINffRING OFFICE SHALL. BE CALLED FOR INSPECTION FOUR (4)
WORKING DAYS BEFORE START OF WORK .AT (949) 453-5300 OR (949) 453-5615.
C. A PRE-CONSTRUCT/ON CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES
AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48 HOURS PRIOR TO START
OF WORK.
D. THE WATER SYSTEM IS TO 8£ STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM
50-FOOT STATIONING IF THERE ARE NO EXISTING CURBS.
E. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE
REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCAnON AT NO COST TO
THE DISTRICT.
F. All MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO 8£ ACCESSIBLE DURING
TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF
COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8.
G. IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE
A MINIMUM OF 42-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES
BELOW FINISHED STREET SURFACE ON All PRIMARY AND SECONDARY STREETS.
H. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOITOM FLANGE 4-INCHES ABOVE THE
CONCRITE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL 8£ LOCATED
A MINIMUM OF J FEET FROM THE ECR OR. BCR AT INTERSECT/ON.
/. ALL WATER MAINS 6-INCHES THROUGH 12-INCHES SHALL BE CLASS 150, AWWA
C-900 PVC, UNLESS OTHERWISE NOTED.
J. , NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXIS17NG DISTRICT WATER
MAINS PRIOR TO CONDUCTING AN APPROVE:D PRESSURE TEST ON THE NEW WATER
DISTRIBUTION SYSTEM. TAPPING SLE£VES SHALL BE PRESSURE TESTED IN AN
APPROVED MANNER IN THE FJELD, IN THE PRESENCE OF THE DISTRICT INSPECT/ON,
PRIOR TO TAPPING OF THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCffD
UNLESS A DISTRICT INSPECTOR IS PRESENT
K. WHERE METERS AND MITER BOXES ARE LOCATED WITHIN SLOPES, TH[ ANGLE METER
STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE PARALLEL AND
FLUSH, RESPECTIVELY, WITH THE FINISH SURFACE.
L. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA.
M. CURBS SHALL BE INSCRIBED WITH A "W' INDICATING LOCATIONS OF ALL DOMESTIC
WATER SERVICES.
N. INDIVIDUAL PRESSURE REGULATORS ARE REQUIRED BY TH[ UNIFORM PLUMBING
CODE IF AVERAGE STATIC PRESSURE IN THE MAIN IS 80 PSI OR MOR[.
0. CURBS SHALL BE INSCRIBED WITH TIE DOWNS FOR ALL VAL VE LOCATIONS.
P. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING DOMESTIC WATER
SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION.
Q. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT 'I/ILL
BE TESTED FOR CONDUCTIVITY, TURBIDITY, AND ODOR. • THE
TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE ODOR MUST
BE LESS THAN 1. 0 TON, NOT TO INCLUDE CHLORINE ODOR,
TO BE ACCEPTABLE.
R. THE CONTRACTOR WORKING ON IRWD WATERLINES MUST HAVE A C-34 LICENSE OR
A CLASS A GENERAL CONTRACTORS LICENSE
S., CONTRACTOR SHALL OBTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM THE
STATE OF CALIFORNIA, REGIONAL WATER QUALITY CONTROL BOARD PRIOR TO THE
START OF CONSTRUCTION.
TRACT NO. 15942
FflE/fll'IWCUR SYSTDf NOIES
1. PRIOR TO INSTALLATION, ANY REQUIRED PERMITS SHALL BE SECURED FROM
TH[ APPROPRIATE BUILDING DEPARTM[NT. IM)
2. INSTALLATION, INSPECTION AND TESTING SHALL CONFORM WITH THE 1~
EDITION OF NFPA STANDARD 13 AND TH£{,J99f}ADDITION OF NFPA STANDARD 24,
WITH AMENDMENTS BY INDIVIDUAL CITIES OR THE UNINCORPORATED COUNTY.
3. CONNECTIONS LARGER THAN 2" TO PUBLIC WATER SYSTEMS SHALL BE
CONTROLLED BY THE POST INDICATOR VALVE OF AN APPROVED TYPE. WHERE
THE WATER AUTHORITY HAS REGULATIONS REGARDING THE CONNECTION OF
PRIVATE FIRE SERVICE MAINS, THEY SHALL APPLY. WHERE THE WATER
AUTHORITY REQUIRES BACKFLOW PROTECTION THE FOLLOWING METHODS OR
ASSEMBLIES ARE ACCEPTABLE:
A AN ABOVE GROUND ASSEMBLY APPROVED BY THE 'I/ATER AUTHORITY,
PAINTED OSHA ,SAFETY RED, AND WITH THE VALVES LOCKED IN THE OPEN
POSITION. VALVES CONTROLLING MOR[ THAN 100 SPRINKLER HEADS SHALL BE
MONITORED TO AN APPROVED LOCATION.
B. A BELOW GROUND ASSEMBLY APPROVED BY THE WATER AUTHORITY AND
LOCATED IN AN APPROVED VAULT. THE LAST VALVE ON THE ASSEMBLY SHALL
BE CONTROLLED BY AN APPROVED POST INDICATOR DEVICE. THE POST
INDICATOR DEVICE SHALL BE PAINTED OSHA SAFETY RED, BE LOCKED IN THE
OPEN POSITION AND IF CONTROLLING MORE THAN 100 SPRINKLER HEADS
MONITORED TO AN APPROVED LOCATION.
C. THE LOCATION OF CONTROL DEVICES SHALL 8£ APPROVE:D BY THE CH/ff AND
THE WATER AUTHORITY.
4. APPROVED FIRE DEPARTMENT CONNECTIONS (FDC) SHALL BE LOCATED WITHIN
150' OF A PUBLIC FIRE HYDRANT, THE me SHALL BE OR/[NT£D TO FACE THE
FIRE DEPARTMENT ACC[SS ROAD. THE FDC SHALL BE PROPERLY SUPPORTED
AND SHALL 8£ PROTECTED FROM MECHANICAL INJURY. THE Sil[ OF PIPING
AND THE NUMBER OF INLETS SHALL BE APPROVED BY TH[ CHIEF. IF
ACCEPTABLE TO THE WATER AUTHORITY, IT MAY 8£ INSTALL[D ON THE
BACKFLOW ASSEMBLY. FIR[ DEPARTMENT INLET CONNECTIONS SHALL BE
PAINTED OSHA SAFETY RED.
5. EVERY SPRINKLER SYSTEM SHALL HAVE A SEPARATE CONNECTION FROM THE
PR/VAT£ FIRE MAIN.
6. WHERE IT IS IMPRACTICAL TO PROVIDE A POST INDICATOR VALVE, VALVES
SHALL BE PERMIITED TO BE PLACED IN VAL VE ROOMS ACCESSIBLE FROM
EXTERIOR, ON EXTERIOR RISERS OR ON INTERIOR RISERS WITH INDICATING
POSTS ARRANGED FOR OUTSIDE OPERATION, OR IN PITS WITH PERMISSION OF
THE AUTHORITY HAVING JURISDICTION.
7. PRIVATE FIRE HYDRANTS SHALL BE AN APPROVED WET BARREL STYLE WITH A
MINIMUM OF ONE 2-1/2" AND ONE 4• OUTLET. ALL OUTLETS SHALL BE
PROVIDED '111TH NATIONAL STANDARD THREADS. ALL FIRE HYDRANTS SHALL
8.
BE INSTALLED ON A if' RISER. 4' OUTLET(S) SHALL FACE TOWARD FIRE
DEPARTMENT ACCESS ROADS. THE LOWEST OPERATING NUT SHALL BE
LOCATED A MINIMUM OF 18" ABOVE GRADE AND HYDRANT FLANGE(S) A
MINIMUM OF t' ABOVE GRADE. FIRE HYDRANTS SHALL BE LOCATED A
MINIMUM 40' FROM All STRUCTURES. A KEYED GATE VALVE SHALL BE
PROVIDED FOR EACH HYDRANT IN AN ACCESSIBLE LOCATION (VALVES SHALL
NOT BE LOCATED IN PARKING STALLS,
LARGE PRIVATE FIRE SERVICE MAIN SYST£MS SHALL HAVE POST INDICATOR
TYPE SECTIONAL CONTROLLING VALVES AT APPROPRIATE POINTS IN ORDER TO
PERMIT SECTIONALIZING THE SYSTEM IN THE EVENT OF A BREAK, OR FOR THE
MAKING OF REPAIRS OR EXTENSIONS.
9. All PIPE SHALL Bf APPROVED FOR USE IN "FIR[ SERVICE SYSTEMS" CLASS 150
MINIMUM. CLASS 200 SHALL BE PROVIDED WHERE THE PRESSURE EXCEEDS 150
POUNDS PER SQUARE INCH (PSI). ALL FERROUS METAL PIPE SHALL BE LINED.
ALL FERROUS PIPE AND FIIT/NGS SHALL BE PROTECTED WITH A LOOSE 8-MIL
POLYETHYLENE TUBE. THE ENDS OF THE TUBES SHALL BE SEALED WITH 2"
TAPE APPROVED FOR UNDERGROUND USE. All BOLTED JOINT ACCESSORIES
SHALL BE CLEANED AND THOROUGHLY COATED WITH ASPHALT OR OTHER
CORROSION RITARDING MATERIAL AFTER ASSEMBLY AND PRIOR TO
POLY-TUBE INSTALLATION.
10. A MINIMUM OF JO' OF COVER FROM FINISHED GRADE TO TOP OF PIPE SHALL
8£ PROVIDED ABOVE: PIPE. WHEN SURFACE LOADS ARE EXPECTED, A MINIMUM
OF Jif' OF COVER SHALL BE PROVIDED.
11. APPROV[D PIPE AND FIITINGS SHALL BE INSTALLED UNDER BUILDING
FOOTINGS. ADEQUATE CLEARANCE SHALL BE PROVIDED OVE:R PIPE AND
FIITINGS THAT RUN UNDER FOOTINGS TO PREVENT DAMAGE FROM BUILDING
SffiUNG. A MINIMUM OF 2" ClfARANCE SHALL BE PROVIDED WHERE PIPE
PASSES THROUGH THE FLOOR OR WALL. UNDERGROUND PIPING SERVING FIRE
SPRINKLER RISER SHALL TERMINATE WITHIN 18" OF AN EXTERIOR WALL AND 6"
ABOVE FINISHED FLOOR.
12. THRUST BLOCKS OR OTHER APPROVE:D MITHOD OF THRUST RESTRAINT SHALL
BE PROVIDED WHEREVER PIPE CHANGES DIRECTION (SEE SHEIT 2 FOR THRUST
BLOCK DETAILS).
FE.D, Ml'ECTION NOTES AND IECUEL.lw fS
ihLSF'RMJ.BlJ
1. A FINAL INSPECTION IS REQUIRED. SCHEDUlf ALL INSPECTIONS AND TESTS
FORTY-EIGHT (48) HOURS IN ADVANCE BY PHONING (714)~
2, THE TRENCH SHALL BE EXCAVATED FOR THRUST BLOCKS AND INSPECTED
PRIOR TO POUR. All CORROSION PROTECTION SHALL BE IN PLACE. CARE
SHALL BE TAKEN WH[N FORMING AND POURING THRUST BLOCKS THAT
FITTINGS AND JOINTS ARE NOT BURIED IN CONCRETE.
3. A HYDROSTATIC TEST (TWO HUNDRED PSI PRESSURE FOR TWO OR FIFTY PSI
OVER THE MINIMUM STATIC PRESSURE WHEN IT IS OVER ONE HUNDRED AND
FIFTY PSI) SHALL BE WITNESSED BY AN INSPECTOR BEFORE BACKFILL AND SOIL
COMPACTION. THE TRENCH SHALL BE BACKFILLED BETWffN JOINTS BEFORE
TESTING TO PREVENT MOVEMENT OF PIPE.
4. THE SYSTEM SHALL BE FLUSHED THOROUGHLY BEFORE CONNECTION IS MADE
TO EXISTING SYSTEM STUB OUTS. FLOW RA TE SHALL 8£ A MINIMUM OF 10
FT/SEC THROUGH NOT LESS THAN 4 INCH PIPE OR HOSE. APPROVED EQUIPMENT
SHALL 8£ PROVIDED BY THE CONTRACTOR TO ENSURE SAFETY. THE FLUSH
SHALL BE WITNESSED BY AN INSPECTOR.
5. PRIVATE FIRE HYDRANTS; SPRINKLER CONTROL VALVES, DETECTOR CHECK
ASSEMBLIES POST INDICATOR VALVES, AND FIRE DEPARTMENT CONNECTIONS
SHALL 8£ PAINTED SAFETY RED.
6. ALL CONTROL VALVES SHALL BE PROVIDED WITH PERMANENT SIGNS THAT
CLEARLY INDICATE THE BUILDING, SYSTEM AND FUNCTION THE VALVE SERVES
7. ALL FIRE SPRINKLER SYSTEM CONTROL VALVE:S (INCLUDING DETECTOR CHECK
ASSEMBLY VALVES) THAT CONTROL 100 OR MORE SPRINKLER HEADS, SHALL
BE SUPERVISED BY AN APPROVED CENTRAL ALARM STATION UNLESS
OTHERWISE APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY
-.
&, t!ONTIW!.TDR NOTE ~
PRIVATE VNIJEl?C.RO/JN!} FIRE ?;Yt,TEM t,HALL 8E INGTALL 5Y ~
0UAL/f!E/J l!ONTRAl!TDR WIT/I ONE Of TIil FOLLDW/,Vr;,: A,
e-11o1 e-34., e-?J&. ~..A---"----·-------.
5:4,\' JOAQII/N 1/IL{S
¾Str C0I/Rt{/()f/
SAN JOAQUIN HlllS R01JJJ
PRO ECT SITE
NOT TO SCALE
PACIFIC OCW/
VICINITY MAP
SHEET INDEX '
1 TITLE SHEET
2 INDEX MAP AND QUANTITIES
3 PLAN SHEET
4 PLAN SHEET
5 PROFILE SHEET
.. 6 PROFILE SHEET
.
BENCHMARK:
3K-47-92
AT TH£ NORTHEASTERLY CORNER OF THE INTERSECTION OF PACIFIC COAST
HIGHWAY AND CAMEO HIGHLANDS DRIVE TO THE NORTH AND CAMEO SHORES
ROAD TO THE SOUTH, 80 FT. EASTERLY OF CENTERLINE OF CAMEO HIGHLANDS
DRIVE, 40 FT. NORTHERLY OF TH£ CENTERLINE OF PACIFIC COAST HIGHWAY,
SET AT 4 FT. BY 4 FT. CATCH BASIN• 4 FT. BEHIND CURB FACE.
DATUM NGVD 29, 1995 OCS ADJ. ELEVATION: 142.769
BASIS OF BEARINGS:
"STATE OF CALIFORNIA LAMBERT COORDINATE SYSTEM -ZONE vr BASED
ON THE LINE BETWEEN ORANGE COUNTY SURVEYOR'S HORIZONTAL
CONTROL STATIONS GPS #7753 AND GPS #0385, BEING
•• N 44· 17' 22" W.
(NAD BJ, 1991.35 EPOCH OCS GPS ADJ)
SITEAIDi'ESS.
7759 PACIFIC COAST HIGHWAY, ORANGE COUNTY
'
DEVB.OPER: ff RVN: Cfllll'MY
550 NEWPORT CENTER DRIVE
NEWPORT BEACH, CALIFORNIA 92658
(949) 720-2129
"-CONTACT: Bill DUNLAP
GEOTEC#NCAL FRlt ••
l.l!ltlmJN & ASSOCMTR
• 1 7781 COWAN
/RV/NE, CALIFORNIA 92714
(949) 250-1421
LEGAL DESCIF110tt
LOT 1 OF PARCEL MAP NO. 15942 IN THE UNINCORPORATED
TERRITORY OF THE COUNTY OF ORANGE, STA TE OF CALIFORNIA
BEING A SUBDIVISION OF A PORTION OF LOTS 44 AND 45 OF
TRACT NO. 13703 PER MAP FILED IN BOOK 652 PAGES 7 THROUGH
22 INCLUSIVE OF MISCELLANEOUS MAPS. '
NOTICE TO CCWTRACTOR
PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS
VALID UNLESS THE FOLLOWING IS PERFORMED:
1.
2.
UNDERGROUND SERVICE ALERT HAS BffN CONTACTED AND
HAS PROVIDED INQUIRY I.D. #
THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN
INQUIRY I.D. # FROM UNDERGROUND SERVICE ALERT
(1-800-422-4133) AT LEAST TWO (2) WORKING DAYS
PRIOR TO COMMENCEMENT OF EXCAVATION.
SIGNEDo ______ _ DATE _____ _
11 1o/z4/o 1
~ SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK.
8 /§;;, 7112102 RELOCATED FIRE HYDRANT ~ 7/tt,( e,,, •• , _ ~ • ~ _
t t~&=~J~'!.:h·:""~0z.r:A:Dt>:"':'°~~t-lc:'f£..~~====================~:"""'.Fjii0~-:-__ ,:-: ___ J __ ....._~-;;::-,c._--r-------7r-----7iiiwiirw--,~t,.,,.wrriiiiiITT~iii.iii"'rni~wiiT1.~~r7w:iii:"i:iri:iwim:iinic;;;;;::;:;:---r-----,-------~·-----------------,-.::Ci..'.::o~D:::.i:;:::-_.:":3~.3:._:2-::'2.-:__J !--ADDED W.M.,R.EV/?£0 lZ"PVa -;;g:)}'JtDiu,,., 1iD\£SStop; The Keith Companies ....,..icl,DRA~WN~Kii':'ii:./~A.=E,=C·===-f=17;;;;;T~~~·f-.~-~....:!~T-\_,~_~_f~_R...,,G,-RD_u_N...,,D_f_lR-E~LI-N-E'1~PE_R ___ A.,,y 1--'-'-AIRVINEP_P· __ RA_NCH __ W_A_I_EH_DISlRIC ___ T _ ___jJOB NO: TITLE SHEET •
~ COMMENT~ FK0M oeFD FnR. JJNDE:l?/i.R.0UNOFIKE: LIN£',,. Q ?'°Zo . ,tj}, \. h. ;;r c.) I ■"'.,I 'DESIGNED BY: DATE ~~VAL OF fillM~ESTICS~~ FWiln'5.CODE
3322 13232.000 WATER (PUBLIC), SEWER (PUBLIC a PRIVATE) a PERMIT NO. \
I ,\ q/}0/01
I ~\ q ~DIDI
J \\ El t'i/01
I ,, 1 '(i,/01
J l\ 7/02/01
NO. DATE
~ 1-.t..,;,-l-+~~+==.::....:....:..;.;.::.::.:....:..;;.....::........::..._=..-'-----.-__ --"0"'-'=-+7'.::7"<+~:;-:c:.n::C-()-,-i ~-~'" t,~ __.-7/• ~ ~· 5 --.. , >-------< UNDERGROUND FIRE (PRIVATE) wrnov-s
;:-REV/?£0 ELEV. eo #-:>, lo,11. ""'" "-""'-,,, ~YI "''"" fi ~ '/:, ~ 2955 Re~ Hill Avenue, Costa Mesa, CA (714) 540-0800 K.8. ~ 1
~~~4:,~"'~--_j'✓~;z.~i,,!l, DATE APPROVED: ,,...n ........,,, fl' = "' No. 56967 ~ = • t"( · " •· · · " · ~CH""EC~KEeis'D~BY~==-t=,D~AJE;;=.J..-------------APPROVED BY // DAJE CRYSTAL COVE RET All CENTER
.:9-l---4~:...j...':J..~".,'...1!:.A':'0~0£:_'/)'.'._':fl::_£:_C.~W~T~ll:.:_,:.:_U~'M':_<_i~~M'::£:_'.7::.:.Ell~,2,!!.ll=.£'.'.:.V.~Q~N~TY~•~7•:...~~•-!:!,',i, ·:n·.i~~:.111!"-~ fl ~ Exp. s/:so/os * n-oer. ,1,•.o,rces i Land Plonnmg CMI □,gineenng Land Surveying Mapprng £n11'ronmemtal Services : APPROVED BY V
2 ll.GV. •EWE II M.11. P£/l BIJ/J.£ TIN oi" r,, .,· .J -, rno( i R OflANCi: COl.fflY FIFE Al1THOMY TRACT NO. 15942 l ' I -LI ~1' CIVIL iif' l.1 1/ . / h;;;=:::;;;;:;;::·W~,===+~71~21;;:/0~D (FOR HYDRANT LOCATIONS ONLY) SUPERVISED BY DATE •• •
::-REY. PIP£ CIASS & W£RAL. MDm P.RV., REY. DITECTION ·CH£CK, RN. SillB AT RfSTAUfWIT I!,•_?, 1 OF Ci\.\\ ~-~::!._:"::::::::==~--~~~~~--~)_I_El>'_!l,f~o:1..., '~ RECOMMENDED BY: DAJE PER SR 37859. COPY ON FILE PER I.R.W.D.
"' RE~SIONS ·-APP. DATE MITCHELL A THIESSEN R.C.E. 56967 (EXP. 6/30/05) D.J.J. 71,11nn -------------=-==-= "'"
COUNTY OF ORANGE
REVIEWED BY DATE
SHEET 1
OF 6
" ,'<I rn
r
\J
-~
;!;
-·
' If
--, ......:..-:.=.-::::=':'. -_-:::..:::...-;;:::.=~---lt---==--=-=--c:-~---------~-.
PACIFIC COAST HICJ:-IWAY (1)
ZURN ZB-1400-T SQUARE CLEANOUT
vi~-PAVERS PER LANDSCAPE ARCHITECTS PLAN
•
8" [J'
o' CLfANOUT PER /RWD STD, S-9
(}) n'PfCAL. M.Ult rw: l•UOO-T CLEANOUT DETAI.
. . 2 N.T.S.
"
CONCRETE TILT-UP PANEL II .
l i FUTURE CHECK
ii (VALVE
11r ..
K
; PROPOSED TEMPORARY
6' 0.1. FIRE LINE
, ,
,
<I ;·
4 ,
• . , f,
• 4 ,
6' 0.1. FIRE LINE THRUST BLOCK
i 6" 0./. BLIND FLANGE
I
\ 6" FINISHED FLOOR
I I
,
,
;
'
01-~"f---WRAP 0.1. R/S[R WITH 2.5" THICK
" S[MI-RIG/0 PLASTIC FOAM WRAP
TO ALLOW FLEXIBILITY. POUR SLAB
AGAINST WRAP TO MAJNTAJN 2" CU:AR
OPENING AROUND 0.1. PIPE.
, THICKENED SLAB P[R
p
<I STRUCTURAL PLANS
/ 10"¢ SLEEVE PER
STRUCTURAL PLANS
GRADE BfJ.M PER
STRUCTURAL PLANS
ffllllCAL NH> IR IME ATV llllfP
N. T.S.
F'LOW
•
=
89■Dl!O W
""'1111.GO
.. ' . .. .
·~
. . . . . . , .
INDEX MAP
SCALE: 1"=100'
• ' •
j.■NIIQ M
i Ff'illZ1.00 I
PMRW!8'4
fPirl21.00
~✓,-----
--~PUBLIC) : UNDERGROUND FIRE (PRIVATE)
'
APPROX. 4 '-0"
I
1'-6"
~--t--~DOUBLE CHECK DETECTOR ASSE:MBLY
ffilCO AIQDFl 876 -Ii'.
(U.S.C. APPROVED)
_j....---6"x 2fl' FOUR-WAY FIRE DEPT. CONNECT/ON
POTTER R0£!1£R MODEL 5781
OR APPROVED EQUIVALENT
ROT, .d'!~,;-
,,,_7f"'-r-::::i--+---..f. SIGN SHALL READ:
BEHIND BLDG. A-2
SPRINKLER SYST[M
7851-7957
PACIFIC COAST HWY.
MITAL SIGN WITH 1" HIGH
L£7TERING ON A CLEARLY
CONTRASTING BACKGROUND;
PERMANENTLY MOUNTED
EJ" x8" Xo' VERTICAL TEE
FOR IN-LINE INSTALLATION
OR
F'LOW 6' -90' ELBOW
FOR END-OF-LINE INSTALLATION
THRUST BLOCK PER IRWD STD. W-12
• aw.,,._ 111W DtU&E CtECti AJ a11111tr
FRE D&'Mnlll!NT .,_#fr CIWEIDW il!TAI.®
NOT TO $CAI£ • •
ffi
2EA REMOVE EXIST. FlllfiHYDRANT, VALVE' AND FIRE HYDRANT RUN
{, !i' .,
INSTALL 8" BLIND Flf,NGE AND THRUST BLOCK PER
IRWD STD. W-12. ;i 2 EA.
Sltf/CIJT, REMOVE ~IIEPLACE EXIS1. A.C. Ol'Elt A.A 2 EA.
SAWCUT, REMOVE ~AC£ EX/Sr. 6" CIN TYPf "N-6" /'ER
PFfO STD.120-0-0C. ~(Ill, MAT£Rl,IL AND PATTfiill PfR I.AIIIDSOlPE
-'---ctll~~'ii:lt"j~---~cl ...----;-:-:-~1::-""m-[LBOW IT· I!±::Jr2J!:!E!:IJA1:1:'IJCT';';!\:[!'::ip!:f L:::
.
COMJmON/1
1/4" BE:NT
COfOTIONN
cotaTIONVI
NOTES
cotiitf6N1
ill L
COMJmONV
COf-DTION VI
i
CONDITION \1
1. PIPE F1T11NG SHALL BE WRAPPED '111TH 7WO LAYERS OF 90-LB TAR PAPER OR FELT
2. ALL BURIED BOLTS SHALL BE COATED '111TH "DEVWRAP 142S" OR APPROVED EQUAL
3. THRUST BLOCK AREAS BASfD ON 225 PSI PR[SSURE AND 2,000 PSF ALLOWABLE SOIL
PR[SSURE '111TH 2½_ FEtT OF COVER MINIMUM. ADD1TIONAL BEARING AR[A REQUIRED
FOR SPECIAL CONDITIONS SHALL BE APPROVED BY THE DISTRICT ENGINEER.
4. THRUST BLOCK BEARING FACES SHALL BE PLACED AGAINST UNDISTURBED SOIL, APPROVED
COMPACTED BACKFILL OR CLASS 100-[-100 SLURRY.
5. THRUST BLOCKS SHALL BE CLASS 560-C-3250 CONCRETE. UNLESS SPECIFIED OTHERll1SE.
6. TO FACILITATE FUTURE REMOVAL OF THRUST BLOCK AND LINE EXTENSIONS:
A. INSTALL ¼• BENT ROD HANDL£S
8. USE CARDBOARD SEPARATORS BETWEEN BLOCKS, IF NU:DED.
1HUf1' II.CCI( IEW'tiG A/EA fl SClWl/11: FEET
Ff'El/l1E COMJIOON
II IN N V VI VII VIII
•• 2,0 2.9 2.0 2. 0 2.0 2 0 2.0 4 0 1.6 2,0 2 0 1.6
15' 4,J 6.0 4.J 2 0 4.J 2 '1 4.J •• J.J 4.J 2. J,J
8" 7.4 10.5 7.4 2 0 7.4 2 0 7.4 4 • 5.7 7.4 2 • 5.7
,rf 12.1 17.1 121 2 • 12. 1 2 I' 12. 1 4 0 9.J 12, 1 2 0 9,J
12" 17.2 24,J 17,2 2 0 17.2 2 0 17.2 4 0 13.2 17.2 2 0 13.2
14" 20.7 29.J 20.7 2 0 20.7 2 0 20.7 4 0 15.8 20.7 2 0 15.8
'" 26,7 J7.8 26.7 2 0 2£7 2 0 2£7 4 0 2Q5 2£7 2 0 20.S
THRUS,T BLOCK DETAILS
CONSTRUCTION NOTES AND ESTIMATED QUANT/TES
SEMR cmis,RWmv MmS IPRNATEJ ~ COI/STRUCT If' EXT/IA STRENGTH VCP SEWER MAIN PER IRWO (8£0DING PER IRWD STD. S-8) ~ INSTALL If' BRASS ZURN ZB-1400-T, PER DETAIL A/2, CLEANOUT PER IRWD STD. S-9 ~-• INSTALL If' CLEAi/OUT PER IRWV STD. S-9
SEM:11 CO:U11iW110ff II01ER {S'•!ICI
J8J L.F.
8 EA.
1 EA. ~ COI/STRUCT If' D.lP. PRESSURE CLASS 350 SEWER MAIN PER 1RWD (BEDDING PER IRWD STD. S-8) ~~ CONSTRUCT If' EXTTIA STRENGrH VCP SEWER MAIN PER /RWO (BEDDING PER IRWD STD. S-8) ~ CONSTRUCT If' EKT'/IA STRENGTH VCP SEWER MAIN PER IRWO (BEDDING PER !RWO STD. S-8)
111 L.F.
804 L.F.
1,061 L.F. ~ INSTALL 4lf' SEWER MANHOLE PER IRWD STD. S-1 ~ INSTALL 4lf' SEWER MANHOLE PER IRWD STD. S-1 WITH PVC T-LOCK UNER ~ INSTALL If' CLEANOUT PER IRWV STD. S-9 ~ ADJUST EXISTING MANHOLE TO GRADE ®-INSTALL' 61!' SEWER MANHOLE PER 1RWO STD. S-1
~ ~ INSTALL 61!' SEW£// MANHOLE PER IRWD STD. S-1 111TH PVC T-LOCK UNER
'(!2.,--JOIN EXISnNG D.I.P. S1VB
4 EA.
1 EA.
9 EA
1 EA.
2 EA.
2 EA.
1 EA.
50 ®--CONSfRUCT If' P.V.C. C-900 CL-200 ~TER MAIN (BEDDING PER IR'/10 STD. W-11) ffi1'5,1ao\ LF.
51 INSTALL If GATE VALVE PER . W-7 ~ EA. ~ INSTALL ARE HYDRANT P£R IRWD STD. W-6 16 EA.
®--II/STALL If TEE A/ID THRUST BLOCK PER /RWD STD. W-12 9 EA. ~ INSTALL If' -90-BENO WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12 6 EA.
@)--INSTALL If' -45" BENO WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12 8 EA. ~ INSTALL lf'-22 1/Z J3EIID WITH CONCRETE THRUST BLOCK P£R IRWD SW. W-12 ____,__,--., 12 EA
r:::;;,.&-!NSTALL lf-11 1/4' BEIID '111TH CONCRETE THRUST BLOCK PER IRWD STD. W-12 ._,_, 13 EA. ~ INSTALL I!' DOUBLE CH[CK BACKFLOW ASSEMBLY WITH I STD 16 AND DETAIL 58 SHT 2 J EA ~ INSTALL :t WATER SERVICE PER IRWD STD. W-1, ff DITA/l A SHT. 3 • 1 -6 ~ EA ~ INSTALL 2" REDUCE() PRESSURE: BACKFLOW ASSEM . W-20 3 EA. ·
-~ CONSTRUCT 2" P.V.C. SCHEDULE 40 WATER UN£ (PRNATE) /6\M 1.4 L.F.
,&t5.._ NOT USED &---NOT USED
~NOTUSEO ~ CONSffiUCT PERMANENT ENO OF UNE BLOW, OFF AND CHLORINATION ASSEMBLY PER IRWD STD. W-3
~r.5,. NOT USED 1 @-/I/STALL 11' xi!' TEE ANO THRUS PER DETAIL W-12
@) Q CONSTRUCT 6" P.VC. C-900 CL-200 BEDDING PER 1RWD STD. W-11)
& II/STALL I!' GAIE VALV£ PER D. W-7 ~ INSTALL TEMPORARY CONSTRUC1/0N BLOW OFF PER IRWD STV. W-9
\?.!,,NOT USED ~NOT USED ~ /I/STALL If' 45" BEl/0 WITH CONCRETE THRUST BLOCK PER IRWD STD. W-12
v.;:J75L INSTALL If' CROSS WITH THRUST BLOCK PER 1RWD STD. W-12
V.::.,-REMOVE EXISTING TEMP BLOW-OFF AND JOIN
76,1-=,--REMOVE EXISTING If BUND FLANGE AND JOIN
77 N ½
'ER IRWD STD. W-11)
81 INSTALL 4' -12, ANGLE PER PLAN
82 • INSTALL 2" WATER SERVICE PER 1RWD STD. W-2 SEE DETAIL A SHEET J l:'.'.1,
1 -250 WffH METER B EE DETAIL A, $Hf 3
86 INSTALL 4" TEE WITH CONCRETE THRUSf BLOCK PER IRWD STD. W-12
NOTE TO CONTRACTOR
2 EA.
J EA.
91 L.F.
3 EA.
3 EA.
2 EA
1 EA.
1 EA.
1 EA
EA\
13 EA
L1',G)895 L.F.
\ 5 EA
4 EA.
2 EA.
1 EA.
QUANTITIES SHOWN ARE ESTIMATES ONLY AND ARE INTENDED TO ILLUSTRATE SCOPE Or WORK.
THf CONTRACTOR SHALL Bf RfSPONSIBLf FOR VERIFYING THE fXACT QUANTITIES JNVOLVfD.
LEGEND
SD STORM DRAIN re. TOP OF CURB
ss SEWfR F.L. OR FL FLOW LINE
ow DOMESTIC WATER F.G. FINISHED GRADE
RW NON-DOMESTIC (RECLAIMED) WATER G.B. GRADE BREAK
GV GATE VALVE C/L OR C.L. CENTERLINE
EP EDGE OF PAVEMENT
CB CATCH BASIN
BFP BACKFLOW PREVENTOR
R/W RIGHT-OF-WAY
FOG FIR£ DEPARTMENT CONNECTOR I/: PROPERTY LINE
co CLEANOUT
MH MANHOLE
TOP TOP OF PIPE
OM' DRIVEWAY
BOP BOTTOM OF PIPE
FH FIRE HYDRANT
EXISTING PROPOSED
-----C)----0-SEWER MANHOLE
CJ 0 SEWER CLEANOUT
D ..., FIRE HYDRANT
0 ® GATE VALVE -7SS--ss-SANITARY SEWER
----DW--ow-DOMESTIC WATER
---[~W-w-NON-DOMESTIC (RECLAIMED) WATER --F----F--FIRE SERVICE WATER, ----PROPER1Y LINE RIGHT OF WAY
•
il-r-""1":"':-'.""'.""--r--::-:::-:::::-:=:".:7.'.::::'.:-::::-------:-----:;:;;a;:;:;:::;--:r;--;---r--;-;;-;
;
;
-
;
:
:
-
-
.
,
-
-
-
-
-
-
-
-
,
-
-
-
-
-
-
-
-
-
-
,
-
-
-
-
-
-
-
-
-
i
-
;
:
;
;
~
M
;
:
;
;
:
-
-
-
-
-
-
-
-
-
r
.
:
:
:
-
:
:
-
-
-
r
-
-
-
=
=
:
=
:
;
:
;
-
-
:
-
:
-
:
:
=
:
-
:
;
:
;
:
:
;
=
:
-
;
;
:
-
-
=
-
-
:
-
:
:
:
:
:
:
-
-
=
:
:
-
:
:
:
-
:
:
-
:
:
-
=
:
=
=
:
:
:
-
-
-
-
,
-
-
-
-
-
-
-
r
-
-
-
-
l
11-''W--+~~E=~=="'.:::.c_ _________ .=..,; 8 7/12102 RELOCATED FIRE HYDRANT The Keith Companies C
DEVELOPER: JOB NO: INDEX MAP, DETALS AND QUANTITIES
21-~.___p~~.'.'-':-'.:~~=~=-:-:-:-::-:::-::::---------------F' I l-1=:,d,L...)..::'!.::.:.:..:'..'.__\.'.:=::...:.:==='-:.::.:.::....:::=::.::.:i__ ______________ --11---t----J
f --~i__+--,--:--+-----::-c-c--c-:--::-=--:c:--;::c::c-==~=-:-::=--------.,---t~ i 1-..b.!L+:'f..:.:.t..:.~~~:'....."..==:::::.:=~=:__:::~====..:.:.:.::::.. _________ -,f ""
~
-,;-L.:.:.....L.:~J...----~~~----.......i....;,;,,;,......,;;__.,._ __ llllllllllla ______________ ......., ____ iiiiii,ii,,,i......,. __ ....., ______ """!'111111 _____________ ......_..;;;.;..oiiiiiiiiiiiiii ....... ...i...;..........II
THE IRVIE COMPANY
PERMTNO.
10/24/01 REVISED QUANTmEs
13232.000 WATER (PUBUC), SEWER CPUBUC & PRIVATE) & 8 550 NEWPORT CENTER DRIVE
8/31/01 ADDED ADDRE:SSES, FIRE COMMENTS
NEWPORT BEACH, CALIFORNIA 92658 UNDERGROlN> FIRE (PRIVATE) MIROVWS
4
2955 Red Hill Avenue, Costo Mesa, CA (714) 540-0800 (949) 720-2000 DA TE APPROVED: CRYSTAL COVE RETAIL CENTl;R q
o. 56967 Wour Rlt$0ut'CeS Land Pktnm'ng Civil Enginwing Lend Sv,wying Uopp!ng fnviron,rn,ntol Servic,s SOILS ENGINEER: TRACT NO. 15942
(\I
8/17/01 REVISED QUANTm£s. ADDEO REC, WITH CONSTRUCT/ON NOTE. p, 6/30/05 trL-SHEET 2 C')
2
LEIGHTON & ASSOCIATES ~
C\I
IYIL 1[oz.l,n
C')
17781 COWAN
7/02/01 ADDED C.N. 78, 89, REV. DETAIL A-2, REV. PIPE CLASS & MATERIAL, REV. QUANT. IRVINE, CALIFORNIA 92714 COUNTY OF ORANGE
~
.,...
NO. DATE REVISIONS APP. MITCHELL A. THIESSEN R.C.E. 56967 (EXP. 6/30/05) (949) 250-1421 OF 6
...,
;o<I ,,,
\
)
I
r •
t
IJ
I
I.J r-
\ \
-0 :
~r .... === .,\ <
,• 4· '
' / / I / / /
PACIFIC COAST HIGHWAY (1)
'l' METER
/ : : I I ; I I
'l' BACKFLOW
FOR 001./ESTIC WATER
'f606 •
12,93 .
TYPE V-N
FULLY SPRINKLERED
14,837 S,F.
I.I-MERCANTILE
TJMlffWl'QIM)JEI MVA'IE') •
r,;';\ $ CONSTRUCT If' EXIRA STRENGTH VCP SEWER MAIN PER IRWD (BEDDING PER IRWD STD. S-B) ~ INSTALL If' BRASS ZURN ZB-1 WO-T, PER DETAIL A/2, CLEANOUT P£R IRWD SW. S-9
~•111Kfl1Q11¥ N07lf y,m
r,::,, Jf CONSTRUCT If' EXTRA STRENGTH vcP SEWER MAIN PER IRWo (BEDDING PER IRWD sro. s-B) ~ CONSTRUCT IJ' £XTFIA STRENGTH VCP SEWER MAIN PER IRWD (BEDDING PER IRWD STD. S-8) ~ INSTALL 48" SEWER MANHOLE PER IRWD STD. S-1 ~ INSTALL 48" SEWER MANHOLE PER IR'IID STD. 5-1 WITH PVC T-LOCK LJNER
'3,--INSTALL If' CLEANOUT PER IRWD STD. 5-9 ~ ADJUST EXISTING MANHOLE TO GRADE ®-INSTALL 60" SEWER MANHOLE PER IR'IID STD. S-1 ~ INSTALL 60" SEWER MANHOLE PER I TD. S-1 WITH PVC T-LOCK UN£R
1
' >::;,:;}J<'-C.,·t,-{,:'~:
: ..\"1.LL\ ..
I
! ! I
-TYPE V-N
FULLY SPRINKL[RED
11,768 S.F. J~5 M-'ME:RCANTILE ~
5 l
~
SIT IRWD SPEC 15057, INSULATING
BUSHINGS AND UNIONS, FOR
APPLICATIONS WHERE PIPELINE
PRESSURE EXCffDS 150 PSI.
lifMOVE EXIST. FIRE HYDRANT, VALVE AND FIRE HYDRANT RUii
INSrnLt 8" BLJND FLANGE AND THRUST BLOCK PER IRWD sro, W-12
SAWCUT, REMOVE AND REPLACE EXIST. A.C. OVER AB,
SAWCUT, REMOVE Alf) REPLACE EXIST. 6" CURB TYPE 'ill-6" PER PFRD sm
120-0-0C. COLOR, MATERIAL, All) PATTERN PER LANDSCAPE ARCH. PLAN •
GRAPHIC SCALE
..,, ?<:I
~ rr1
~ ~ r 3:
-.:I
~
.:::::
ITl
3 ~ g
..,,-;
u
' 1-J
i ' -,...
' -C
' I.;
-I' r
"" I
'""'" , .. 4+04.9
-.
, •• -~---' ,,, --
1 Vi.16 B .
::"'~_-··: ---•.·--••. ·-·-·
I~
~·-------" 00
r1=J
'20+99.29
MATCHLINE
.
TYPE V-N
FULLY SPRINKLERED
11,768 S.F.
M-MERCANTILE
5
-,4480!'0 -:;:;;:;;.;:~-<'"'-¥'1
0 T, P S
.. , ,., ~ ' ...... ,
-1-r i ' _.1-LC4c.s. i,,__5 -'1""--'-""V
• 1,c.ik,', 18.0
SEWER EASEMENT
:t:
-\~ \
' . . ---~-·....,.._.. -----------~ . . -----~······~1--~-::: .,. ---~-=== ....... --'--·----
.
TYPE V-N
FULLY SPRINKL[REO
15,369 S.F.
M-RCANTiLE
N44'27'15''W
115.73
106.92
;,....c::-A"-1•4-,.i-
=;a;;#= • ~--,
115,63. BOP Ir· OW
1 H.00 TOP JO SD
114.lJ BOP 8'., OW
• 11J.J4 TOP: 15. SD
/ .,_,,,.
/",,,~~ -.,.,"'
I '
"' "' • c::, V, ..=v<,..<ol g: \ ,..A
Q. Cl.. -+ .,..\/ oo -
... <o
:::l ~ --
.l\?F.~~-~-----41
-~--,----··: I
.... ))>----
-----
-.
~--❖ \ __ 'v-' l~~---1,.,,.,.,,,.,...,,_t
.,
~-------,-r::·•' 1 (Qi\, ,. '
I
... -STD. W-11)
41 INSTALL 6" D.I. FITTING AN ~~f RUST BLOCK
r,::,.-.;_;,, INSTALL 6" FIRE SPRINKLER RISER MIN. 6" ABOVE F.F. ANO WITHIN 1/J" FROM ~ EXTERIOR WALL PER OETNL ON SHEET 2
ER IRWO STD W-11)
1 INSTALL 4" ."'J.11rtnr:?Jlti'tl'-'IC1!!:lf"1illJ PER IRWD STD. W-f 2, ANGLE PER PLAN
82 INSTALL 2' WATER SERVICE PER IRWV SW. W-2 & W-3
1 . Afl A SHEET 2
~
\
\
SEE IRWD SPEC 15057, INSULATING
BUSHINGS AND UNIONS, FOR
APPLICATIONS WHERE PIPELINE
PRESSURE EXCEEDS 150 PSI.
~ REMOVE EXJST. FIRE: HYDRANT, VALVE AND FIRE HYDRANT RUN
@ INSTALL 8" BLIND FLANGE AND THRUST BLOCK PER IRWD STD. W-12
'® SAWCUT, REMOVE AND REPLACE EXIST. AC. OVER A.B.
® S/11/YCVT. RE/lfOVE AND REPLACE EXIST. 6" CURB TYPE "Al-6" PER PFRD STD.
120-0-6c. COi.OR, MATERIAL AND PATTERN PER LAMlSCAPE ARCH. PLAN
GRAPHIC SCALE
( IN FEET )
1 Inch = 40 ft.
\
..,, -?II ni
3:
-.::I
~ < rn
3 m
?-
~
7"'-rr
....J
)::i
r
I.J
I
I..;
) t ; C:
)
rr
7'
~
1:1
t
:_.,_.
--......
. ----
,----·.,--, ...
~t-_: _r.::~~1:-::.-:
'_ --~:,":'.·---
"'.'~-----
-·--· ---· '~: ;__ _;--·
-~---~. '.-
··-·-•
·:: -·-·-
.... I :::= __ .i-,...'..:.;_ I::::_
----.
[ ···-··----·~---.:-.::-r ...
·: :·:..:-.--
--·· -: --.,:· ...
-:/:.: : ._ .. ·::. .. ::: .... ,.... -------·--L.:,~
·::~.;~§:+
---~-•-'
,_:___::i.,: --' -
·.:.:.·.--: ::_ ·::r ... ... • : ·-:--:.-+--. -
-
. .::.::::-1---·:.~ -··.-:-•-.:..
__ ·:t .... --
_::-: ·: ---
,d
,,_ : ,/:. -
-. I -.
-----I'.:'.':'. 1-.....-0 --'"I' -,_ :;·; n-.Ql ·1w: !·~~: ..
r.: -·-:·:~=:----it.:,~ .• i•::-
----___ i-::::-._--+-"--'------_,, ·-2::.·=:~'. :~ ... --.. ==~~-·-
:r:: __ __
. --··'
-··. '·-
---. -· --' ..
... ! ' ..... '
::. ---
---:cC:-' .. -I••. -. --· .. --
.. --...
-· ' ""
; .-.---_
• -:.-:::
-----·-
--·,::j __ :;:::
' '-··
---·---..... ,_._
" . . ..
;::-.::::. -, ... L ..... , -;:· -~--,.
'
----.. , .. :..
--< _·_.1_._._.,,
.. : ... '.. --
·1 .... _ ... ---
.. =::::..1
'
...... ---
'
-·-·.
·----+---'-• --
-----·-· -~-:~_J.7::-. ~+:--· .. -:.. _::::.
. ... ,........ ----~.,--.
... , :::
·:1 ··-· -
- ---... --
'
-.,_,
-··+ -
--·---· .. ' _,
B ~
=
-·---..
--I-•· -
---·-
-·-1·-
-----'
.. , ....
·1 .. -:;:. ~-.::·:r:;::::_:. {:"::-~ : :::·:: i ~:--:-: •• :,:. ::;· . _-_
·-...• ·: ·_ . ..,~i-._ -.. •---: :.: ·::·.--·:. ·::..
-~--_,=_ ~ i:'.:;_~ ~ :.·:1 ·-~:~-:· .:. ;
----·--. ----
------•--·
·: .:. - - i • ____ _
.. :-::1~-,,.,,..--i-:;·;__~ :..:
;·_ ... ~ -· ' ...
-
-. ··;:_ -.
+
..... """' ~·-~i<i<,_
:.·~:
' ' ----,-----·•--·• ----:.-i.::.,.-;~r ... -----.
·.:--~.f-.: -• .-L: ... ~:.->~·~~i it§;:·:1-· .. _·:
-,: ... ---~-.'.'_ --::.::-.:: :.···· .-·· -· ·---:--
• _.. ···-· --· "··-
-_. ...
. ... " -
. ---
·:-~:~, ... --~·
-·-...
-·-· -
'-· ... '·)-·-
--· ..
, ... J ... -. I , ·--I•---
---l-•-....
... l-·-~ . :·.:.:r -~-
---'.":".'. --'.--: :· .... , .
'"":>::, :---;;-::.
··-'"
• •-f••
--~;: -•---<::-:-.....
' ·-, __
' --.::.:----f:---.-----'
... • .. -l·:-.~: j_; •
-_:.--!,-··
• ___ ,, l __
'·····--
., .. --··
f .. '. --
--------, __
-----/, .....
... , .. ,_. ·-·
\--··-· ., ....
. ·-·-.
"~:-·= --.....
I .... •I[:::.:·! -. ::.
--
--··---" .
-
--.··-------·· ----::--::·..:::E.--.... -
---
. ---
• ---
.. . ---.... -I ·• •----· ----
1-·--. -•
-I·-···.: ........ ... -. --------
---·---·
-------,
--·-
IRW.D. fll-----+-------1-----------------------------------------t------,----7
.,; 6 I 11--~s--1---1-----------~--------+---+---i
&: 4 f ll----'--_.,i--+.-----+------------------------------------------+-----+-----! 11--1--;,2(,-\+---7 ;,~,ft,-ji-;-:01-+-R-£-V.-M-_ -I/ _-,,-TA-.------------------"7f-:j ~,•) 7/(7,0(
~ /1\ 7/02/01 REV. VERT LINE "5 A" " ) 1'1/,./o/
DATE NO. DATE REVISIONS ' APP.
---·--·
--.... '···-·-··-
--·-.
.... I ..
---.-•·--\ -_-_:._ :::.:... '.:'...l
::=-=:::.·+-:::.-=::
= ---__ ;:.:.:
__ ,-··t1· -, .. I .. , I .. , .
-.
--::L -
--
·;__ ~:-'.: ~:i:::_:::~,.:.---;_-__ ---::-_
----I--I •••.
: :: •• _ 7.::::--~~j:·.:::-:~ :-::.:-:;_~:::.-. :;:·:_~--:c:::..;_ :_--· ~ -
·:·· ---_ ••• :-::: :":'.·:=,_-·>=~--: ,; __ ;_
-~--' -.... ,' ...
.......
-.. -
.. i ... --
-_..: . .1.··.:;;:: ..::,...:..t:::::..-___ -+----. .. , ---::,:.: ~
..... _
. ,. ._::.,<·I'..:'": • .__
...... -
------
---· ---' -----/.-:'~-:T/:··_ )_//·,:. ,-~l -~-- -... ' ;-__ ~--.~ _--.-::· -.-"'.~"t. -I .... -;-: • •• --··· --f ··-----
:·.:::: ;:,.·. I-----
. ,.-.:_-_.::r~-
......
' --':· ·.:~:.':": .':' .:1. ;:
" . •i :-~::-.
::.cc :c:'_ ,,,,_
----_-;-.-
.. L ..
-----i·---·
--, .. 1. ·-.-i ....
..... .
:~·::::':1--=~-:.-.d. -
......
··::-:. --. ..:..;....
.;~::::--!::·-~ . ..::---:.::....
1--<-··---··--
-~.:-:
--• ...
. ,,, ...
·---._:..:.: ___ ;
t-:~-
-~--,~ ,_ ·--;_-;:::::.. _,:_..:+----
-;
I -••• ••-•~ • ! '' ::·:::I .. _·:;t.:._;~:-:.__
;... ... ..
. :·.-,J ... :: ·.-:· .:::·:-;;
.... =
L. .... _
'
___ , :•::C+
_,··..:r. --. ., ..
-~--:-:~::~· t:_:': __ ::.:·::::
:f.-'. __ ··----_ _._
-.--.:~. 1-.,:~:.-:.----:-.-.. ·' -·-••. : _,_::·. i . -----=.-, .-.-. -·· ...
,. --· ' ·--•-,-..... -.:.:~ ~::::_ ~: .·:_:~:f-,:: <: ~-: _: .-~r:::-:·.-
--1 .•.•
. 1 ... -· '. -:j."·--:-·.-:~.···=~~-::•.i• ··.,_ "'"
----~ -. ..:,.·. +-::.":.:: ... _ ·::_·:_
~-:.:: 1--·----· ':::-: ... -::::..::~ ,:·: -
-----I-••·· --.--.. · ---··_ .....
------": {--.:. -
.......... L.::::.: t-=:-:-• .. :.L
-': i,::: ..
_:-_-__ ;..."'.'.' ..... /:"
• 1-,..... -I
-~ ::: ·::·:...
• .. ---· l. l .......
• :~~::.: !-·--:-,::~==.:: ·-~:--_ ---=·-~' :i.~~-~-=i-~ ---~t :_ '.·:j :.~~: ~:::-! ::.: ...
. ·--'. ' .• j... __ _ ' • ·:;:.i:::-~--·::!•:-:: :-::::-_· ::.-_;;:, .. _ .. ,,.;,::· -~~---.----~-~.::. '·;_> -~'.::?[':,:•.-__ ::..::
-·---·· ·-·· -.1.. -·--.
1 :;.;_·f:-:· '' ,_' ----·-·-L ... •-....... ,-:-:, '._".'.1_·~·_---:
--------.
'."J;',.:·::'
·:-:: ....
----1. ::
:----_-;I•--•l~·.:.::.__ -:'.";:·.·
•• ·--• -··< -• ·---
.. -• ::::: ::.·::: ~ • -
-" --· e-.-"'.-:.--+-·:·--: .:.:::.
•j-·-
-.,_;..: .. _-:-t -:::-~~··--~ . .
-• a•' •• .__,,---: .__;:::: • --;:-:"' •----:• ,..::~. --.=~--... ----~1---1-------1=-:.... -
... -.::::.·
·---;· ---.. --/--·-·. --
.::., ::·-_-~'::--::::.:.:~_+:::·:::: ~~=-::.-C:_· i:!·-·
··--·-
:::: -
.. -~ii--' , .. -,'
. ~:~ ~,._= --_
--~
-··----i • . .. _,_ __ _
-·.: -.... , ..
... --··-. . "
-·--· , ....... ·-·---..... fi
-·-··--·--. -
. .:: .. ::-.c:::·;·:---1 .. : • ~-:Lo
---l--• -.
........ .... -
• . ,:_ .. "' .:..:u --...
--j-·_···-_----
. ··--·----
.... _ ...... , .... -
...... ._.I ..
-
-•I----
--....
.,. ··-
·-··"--
---· .. • • .. _l. '
·-!···-·-·-·-·· --··
--
" --····---·-·---
-., ....
--+-"_.. -----·· ---
l••-----
-..... - ----
,_
---I-•---
The Keith CompanieslTI<C DEVELOPER:
THE IRVl<E COMPANY
550 NEWPORT CENTER DRIVE
NEWPORT BEACH, CALIFORNIA 92658
(949) 720-2000
JOB NO:
13232.000
Costa 2955 Red Hifl Avenue, Wat•L=g CM/ fogin,oriog
Mesa, CA
Lorrd Surveying
MITCHELL A. THIESSEN R.C.E. 56967
(714) 540-0800
Mapping fnvironmenfa/ SeMi:e-s
(EX . 6/30/05)
SOILS ENGINEER:
LEIGHTON & ASSOCIATES
17781 COWAN
IRVINE, CALIFORNIA 92714
(949) 250-1421
DA TE APPROVED:
--·· --. ... , ......
·::: :..:::: .'.:'.'."" • "" --
. ---•.• .....
----·-· -·· ... : ----.. ,_. __ ---------
~
-·-·.
., .... ' ------·----·· -+
. .. _ ....... ' .. :-··-·-1-:.: ~·---.. ·:_·.~~--=--::;.::;:: .. :·;,::. • .::···i'i
-~-
. :::: ---=--~.--
------. ·-..
--····-1 .. ':
··---·-
-:+-···
--· -·j ----·
,,
-----
-----' .-
-.I.-·--·
.. I .... ·-· --
-
. ---·· ~ •-l ....
-----
+---··
--·---·
-·---
_--;-:-_
' ......... , ..
' -. -----
. --· -"-···-' ----.L ...
'
-----1-...... _ .... _L ... _,
.... --.. ---.... -
-1---· r ··-..
... -----.! .... -
-) ... " -
---·-
···-. -----·--. ' -----·----.
.... -::-: .:::-::: .. ·--·£_-
-•.-:-:7' •••.·
.... ----· -
---·-- ----· --··-
------.. .... ,.
. --. -
1--·--·-----·-··-
~l-----.. __ -__ __
-····-
·-· ··1-........ ',._ .. ----L
-..... !---··-......
---+--
--·---.. -I.
·-1---
--··-
---;---.. -
-----1·-· ----·-
~
__ j__ __
SEWER PROFILE SHEET
_WATER (PUBLIC), SEWER <PUBLIC & PRIVATE) I
UNDERGROI.N> FIRE (PRIVATE) IMPROVEMENTS
CRYST Al COVE RETAL CENTER
TRACT NO. 15942
COUNTY OF ORANGE
------... -
. . _)" __ .1 ..
::.: __
--- ---· --L ---. -·-
-----
" - i --
--···--
··----· '"-i:: ___ :.L:. ....
--·-1 :.'.:·::-
. :..~::--.=--=-~:
i
.1 ..... --·
,_; .... ".
... .:-.1::-.. ::::-..
~.:.i-.. -"::.-i-···· .~
-·-·f. .. ··-·· --...
-,_ ...
.... ----
. -,. __ '"··--
-··--
---·-
. .. --···-l--
··---·· .....
-·--..
~
--.. . .. --·
-... '·. -·
J.. .. : .............
----
:::· :;,~ -I" ...... 1 "... -
-L,
..... -
-+
..... J "
... •'---. --·---
----.....
. .. -------........ ..
·-·--
--·----i••
_,., .....
-, ---
---··-··
___ ,, __ -•·----PROFILE
HORIZ.
VERT.
PERMITNO.
SHEET 5
OF 6
1"
1''
40'
4'
§
c,J
C')
(\I
C') ,-
7'\:
IT
l
r ~
t
E .,
• ::"~_{ .:· .... ~'.~~~·-..
... -:-:::-.~·::.·.:1 .. -
J---
_:-::_"_ .. :..1-
~: ~~~~-;; ·_
-T
~·:_-~:; .
. ,'Ic"·:,
--·'" l----·
--<-·· -
··-I··--
-.-·::
.. ·-· ··--··' !-·· ..
.... I ...
···----·-
..
.. < ..•
.....
---...
. .
·-·· -.. -· ".-.
• -·I .. ·-•• . : ...... --
>-·-·
C -.... -·--r:
-··· -=
---···
. =I=='" ·" . . -::_ --~:·:. --:3= ·------~ _:· -• •••••••
_:_+-~-==
......... , ----
_::_::..:.i:::::·:-:--
t...: . ....... . ... --_ =-£ :::.-.~
_.-:...:.1._:_ J::~~--"_'.::·:.
-~_,;· -.. : ____ ;_ ::::.:~--
l• ... j --··-+-· --__ ::_7_-;__:'
-· ·-•·· ~·· ----•·-• ·-::-.-.:::., .. _ ::-.:::.:.:r::-:·;_ -.❖: •• -__
r-:-_-.: -: .. ~·,:·+-:--~:: .:-.?;, :~-:::_-?·~--· -. .. . --_,_ ..
. ··r , .
• :.::::!·.:-:::..::
---. ----•• •~I••
.. -:...t• _--: .. •
••• ·---·"-----·-' .. --___ _, .. ---
• .. :.
. . ---~~--°1______ --:. __ J:~~:~r;;:.;
--:: .. :.::. _:_:~: ... -:-e --r,.-.'.. • • : ;..., ., ·--·:: ----:
.• ; ~:::::£ "::: :J---:..:
---·· 1 ..... --
·-···
--··-
..... ,.
·-··
1 .... ---
. ::.: -.:,:..
-··--
• ----·--•-t-· -':·:-~.:: ...
-::~-t..--:.'3::::.
--··-
-.. J. -
. +
--. L.
_----·::··---····:-_::_-.--'···-· --.:;::
• :..,.:,. ... :... ·----·---.'. ::.-:01:::· ..• --··---·
---------------·" --
.
:.:: b::-: . .--... ··-----
··_ :=:. _: --+~:.::
-. --.
~~: ~cc :~
:~_
::~ --·-··---..:..::··.:; ....
-1---· ..
-_ ....
. . . .. ··-
. "'" .. -· ·--.. -· ., t
.. :
::::::_: ·::.:: .. .: ... -:;:...;:..;..a:· .... ~·=-.
• --~~.= :-;~~: ·!-·~~.= ;:~· _: i~:~_1·::~]/:0~: ~:;·.:_'. ~;~~
-:.:_ . .::r...:.~. __ .::r:.-. -·"···: : ::. .. -• -~·· -_-: ~:-::::::
-::_:::__ . ,
···:__: I :~_:::-->---::·:~--: ... -
---.. , .
.. -•-·I .• , -_:--• .
....... J .. --·-...
.,. -! ,. '
:-:--:_:~:. :··.-.. ·r-.+-,'··--: -;1-:-_.:.·_ 1-··"·'··
:•.=::•f-·.'-..
--~~·:.--
. ....... +
----.. ..
,, ..
' .
--
i ,.,
...... -
:ffl
---__ ....... --··-
• ·-1--," f-•s---.
.. -··· ,,_ :.1-.. ••
• -·-t·· ··----···
.. ! ··---
---···· .......
---··
-· ....
--_:;..j ~--::::..
.-:·!·.
-· --:., ' --
~-.: -:--'',:----_:;.__,;:.~ --
, -::..7:::+_-__ ; ·:-•:_ :b.::: 1. ---
.~. ~ --. ---+-·-_,
---··· --
--:e-.-.~ :-.... : !.----;: :·.: .. --:•-> J.. _·:.,_-:-
·; ::: _:-· 1::-.:.:::-' --------·---
-.-,.::: 1-------.. , .. •I···--
._'._: -:: ~-·-.:... .=. ::.::
.::: :.:. : .. _._. _ r:-. .. . ----·-· ··---f=---=-. •. •••. t
--:--.. -.t:-~-. ·-,.
- I ....
····----
~
.. , ..... ~ ~ 8
t LR.W.D. ~11-----+-----1------------------------'-----------------t----,-----i i 6
,il 5
!f 4 1 3 -1---~-+--+-------------------------j,-----+--g 2
§ 1
'.Zs NO. DATE REVISIONS APP. DATE
.. J. _....J_
-·· ... ··--··
-• ·-··
--.... , ..
... , ·-...
--.. J-··-------·· ·--
--··· . ,. ··-i· ······~
-· ~-
..... 1:,.
.. :-~-1-::~_ -:·.?•¼'·:-;,.
~ ---·-
--··---..
• ----!----• -I ....
. a.
--· +· .. . !-..
.., .... ......
. ·--
-I-•• -
" ,_. ·-
·-.-·c:;:::. .: ---
_._;_.
1: • ....:..-1-" •• :: ::. ·:-z .. :._
.;.:·.::< :.::.:.•t-: .;.:·
1-:. ;1;· .. ~':::::..._ --~---.:~:·: ---;.,. --t .. ., -r ··· .. -·------· --
__ ----.l'. __ -:;·· -"""'" . -· -""~' --· ·--L. _, ·----···; ·······-·-···-..
.. ... , .. '
'
--···-
.. ··--. ·-··-cc
-·I., .. . . ··----
--,--·--
--·I··--···· -··--•··· ., --..., ...
0 •-M-.....-, -·· . -·:/:--~-f~-.::..
.......... ....... -------:--
.• -(:.~:= . ... ,. -
-·--: --.:: -:-::::---
.1 .. : --_,, __ . ',. ----·-,, ,. ·" ·------I I-•·---
-_-..
-····-----··-
-•• -------···· ---···-
--.. -, -~----• ·---····-·-····· !.
: ... .-..
··-_::'.7"'_.'.'.f' ... ---··-·
--·I··· ' -.. -: .. -.. ,. -
-I .... -1---------~ ·
••I.
------t--.... .L..".: --·· ... ---.
·-··
---··-"j:·.-.·•· .:: .-. ·----[_. ·--+---... t .... -:~Ii~:-r
-··· .. -... , .. ·'-· .. . -" '
.... -
--:1--:, __ _ ·-•-•,-. + ···---····-·
·-.... --1 ....
--·· • • I-••-- - -·-· -i--·---. ffl ~ .:::::c--. ... ! , ..
·: .. '. ... --·· ,!,. -···j .... • .. -.. :-. .r--...
" " .. , "
. .... ...; ...
-·· ·-,--··-
.: .. J.. ... -... ,:, __ ::-_ "-· ·-. -
---;_;::, -:::::. . ...
....
-----.:.: __
.. ---····
-·---1-
--. '"'
:·".
·······t···--·· -•• ---:.:.
.---
' .
-_-_ :1... .. ....:... -, ,1· .. .:.;,:
_-__ ;: ;;;_;;· L:::. . .: --
.
<. ·--:':--::·-:-.:.,;
------
. .... ,: .. ::. :_:_ .::+::::c_ .. 1 ....
.-:-:-:1 __
----1: .. :·· -__ _:--:~ ·-::
'. ..... :
_:_-:-.-: 1~ --~f··::.""".+-·-·· -+-·-,, :
c.c= CCC .• .. . . ··---
·-.: .. ..... -1-. ....
--·---··--•--·""·..c···C!C·=·=<·
-··-..
. ·i ..
---- . ··--< ---···:i ... ~.-· ..
~: .. :::J=·: • :·t=~::t __
-'"..1:-.---:--· .:"--
--:--:
• "'::: ::_ t-:7"± '. --··· :-.,.-:..i,:···
-1· .. -.•
--··-
. -·----.. ::..
,I, ,_ ____ -·---.~ ..
···j-.J~-~;_•=·~:~-~-~c;~ =
--------
.::-;;:~.:1~~:::-.. _ -.'.~:.!:, .. '.. -r _ _:.·_
--:;.:.::·:--:: --::~3/:':; ~=-:.:: ----·· ---·.--.:::-:a· a-····-·-· ,__·,f~:-·
. :~.:-.. :i:.:::=.···;-·---.. ~~···~·· ·---· :·:.°"":· __ ......... ~. -
. . "" ... _-.:_
·••I ...
-· ·--. ..... --.
'_:.-~~ .. -.... ·-~~-~-·.+:::..· __
...... _::, ... -t-
--·---··S ... '. -:,-•-.-•
---::::--.i_-:: ··-
__ -_,.:,·.~:::I---
--,---+ ..
-+·-··-. . -!-••" • .. :.:.~.
. ·: ... ~. , , . l .. _--· .. -----.-.
:·=-::: ----
--....
.. ;... --··· -·-..... :: ... :
• .c.'." :.:·.:cc~·
---· ·--~-·-··-·· " -~ ---
. .. ..
---·-------
.. -------'
' • -···· ::-"'.'.~ ~~-f,'.: .. :-:;i:-~~::. ;·;:
-·--·--
., ... '" -....
... '-. ··---··-
---. ··-
--····· ...... ,!.,.., •• ·-··--· --··" . t--
-·-.. 1. -. :_ --N•-1----~
.
-·····-
-.\ .....
....
. ••!--·-...... -... --_-_-.·
····••I••·
--····
-··--,., .
:. ·--·-
... .
---···-. ·-··-
• ---........ j .. , .. -.1 ..
·····-t"--
_, ---. -.
------··
---··-
•••• --· ···-
-....
---··-I-•· -. ....
-··---
-·---
' . , .. --·.
.....
..
·-···--
-·····
'
. ""'
• '
-'' .......... x ..... .
~ _,__ -·· ;·-··· -·
--···--
-···--~
-" --"'-·
-····-··· ..
. .,... .. -1 ··-···---
-····· ·-·-·
.: .. _
--....
........
----••
. .. -..... . ..
~-------.-
___ -~·-
........... ---·-
• ···-1·" ......
..... -"
····---·
""" ·-
.... -··· . I•·· , -1-··
··-· -
----
--i--·--··
.. ... 1 " -.-
---+····
. ----. .j ·--
_:--
----+······ ---··· ..... ----·· --f···-
~--·--1 . ,
' -I··· -'
·-1-
...... "
--·-· ·-· ··I., -
-.:.:.·. -.. : .. t
' .... -
=-. .....
...... ..,......-. .... , ... ·-·
. ... I ... .I . __
....
----" .. l. ..
The Keith Companies TI<C
2955 Red Hf/I Avenue, Costa Mesa, CA (714) 540-0800
Water Resources I, Land P/onni,19 Civil Engineering land SuMying
r , . I
iJ l~ ,
Mopping Environmental Services
MITCHELL A THIESSEN R.C.E. 56967 (EXP. 6/30/05)
---·--
--·-·i ,. . .. -·-··-
---· ---! ··-
---1 •
• ·t.: .. : .. t • • ::::..:::.-i
------·
~--:--:..
----:-~:
-f-·--f ···--
-.. ) .. -
--·----...
DEVELOPER:
THE IRVN: COMPANY
550 NEWPORT CENTER DRIVE
NEWPORT BEACH, CALIFORNIA 92658
(949) 720-2000
SOILS ENGINEER:
LEIGHTON It ASSOCIATES
17781 COWAN
IRVINE, CALIFORNIA 92714
(949) 250-1421
... , ...
+ . -·-·---·•-
,·.: ~ -1:=:-~.
. ~' ----.,
.. .. , ...
·-·-... -
JOB NO:
·-···
13232.000
DA TE APPROVED:
- -·-+·· . ----"f-··-
. ·I··· ...
_ .. : .
......,..-------1-•·
·-·· -__ • .-...
I. -•!--•-----··-· -··-
-.I .... --···---
-·-----1-...
---___ J ....
----·-..... ---
·-··· ----,··---~: __
SEWER PROFILE SHEET
WATER (PUBLIC), SEWER (PUBLIC & PRIVATE) &
UNDERGROUND FIE (PRIVATE) IMPROVEMENTS
CRYSTAL COVE RETAL CENTER
TRACT NO. 15942
COUNTY OF ORANGE
--... -
'
·::-c > •f::.·· ··-·-....
:.-:1:--_:-,,·-1-::
·-··· . . ""
---·+---.
.,.:::-~
'
··i· ..
'
-··--
-+··-··-
.• f•·.
-··· ;,::f
--·-1 ... , .
---' •• -
". . . . ......
---·
-·+ --··-
---.. •. . .. . "
-···· -
- . ·-· .( .... --1. ....
···-·
··-··--..
·--··-·-·
. ······
-··----------··--···
:.:,.+-~---.. -·. r::•:· ---_-.• :.::· ·----------" ----
-···· ....
l···
.-:: .. : - -
------~-· • ,_:: ...
• .
.·r---·
-:::
' .. -
-1.: .. .-·----~:;r:~::. ~~ --.,
.:.'.''. =-.:..:. :-;.::: -----1----------__ ,_., ..
-·· .,._ ---+---
'.:."-:::i: .. ·-
··t--·· • . . ) .. , ... ..
--+---
·.c:
-----~:.:.:...::..
····-
-·-·-
' •
-. ···-·---
.......... ...
31
-·-,---~
• -· ·----
• ---.:.:.:+ • -+.=
,c+:cc .•
-:·+:::::. ... ~..: .... i:~ . -·· l·· • ;_::·
---··
--r----··. -··-· .,
.... -1 .. , ··--.....
--.. ---... ---·· .. J~ t-··-
. ·-····
. ·" ·--
..... 1 .. ..
-··-··-(. ----
I .. , .... 1 ........... -
PROFILE
HORIZ.
VERT.
1"
1"
-.. i
.......
40'
4'
PERMIT NO.
SHEET 6
OF 6
0 0 0
~ ,,...
-n
i""
ITJ
3
'-.:I
7'-1 i:::, < rn
3
IT1 z:. -I "-"
I
'1;
t
"T
.,..
n