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S-2004-3.1-3.34<I
CITY OF� WPOR B AClil
I- mm,
E S A
ORKS DEPARTMENT
SANITARY
llNW[Nl:E#
li
DISTRICT
DISTRIC'A.
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SAL I R
S� 5ANI�q
III, Is
SI
W � Td NJ RAND FS4E4 UWi I E I Ral
MAIN R WWACEM NT PROJECT
SEPTEMBER 2004
ly
IRVINE RANCH
WATER DISTRICT
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACTLITIES IDENTIFIED
IN THE, TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON TI IE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWN[]2S(S) WILL. NOT BE
RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE - IF THE PRECISE, LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN TTIE
PRESENCE, OF AN EMPLOYEE OF THE CITY / DI STRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED_
H: \NO3 \110 \plans \dwg \REC0RD DRAWINGS \CVRALL.dwg 01117106 8:54am PLOT AT 1 =1 D -537
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CE=3411
APPROVED : DATE: 9 3 b v
EGI% OF PUBLIC WORKS R.C.E. 36106
APPROVED :
14.0wm Diet" 11121m
?-A L Dom 011 now I.
No. 44497
31 Consulting Engineers
up. 23231 South PoInle DIINIIm, Sult9 103
Civil. 92653 (9493768-1600
OF IIIII r—l= 44497 jg��
\L PiJOJECT GER RICE NO.
APPROVAL RECOUVENDED
R.C.E. 24967
A17PRCVAL RECOIII
I
DATE: - L (c? lb 3 I/—Eb-5 -
APPROVAL RECOV-VENDED
1 <iIv E& irm �VIIIIIIIIIIIII,
UTILITIES DIRECTOR R.C.E. 25553 GEIIIIERAL SERVICES [)!RECTOR MANS. & BEY. SERVICES "AIIJAGER
R.C.E. 140. 22045
DATE t? la d I/ - I DATE
DATE ko*
APPROVED
' 7'L " " "Fit RC E, 46214
RIl'4CVCIVlL EtJGI?IrER
DATE "1-10-64
DATE BY DESCRIIPTIOu APPD DESIGNED JpS EE CADD
REVISIONS CHECKED JLB I DATE 07/04
IRVINE
WATER MAIN
C-3411
AVENUE
REPLACEMENT
TITLE SHEET
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
W-5305-S
SHEET 2 OF 34
n;\-'VJ \l vvtqvjvq V'JJQ�Tl VLul ml 4-1
040 1
0000
0 A
u
Q
J
1
D
of
,,
L
x
STANDARD SYMBOLS
ABBREVIATIONS
SHEET INDEX
- `i_ -
CENTERLINE
ABAND
ABANDONED
HORIZ
HORIZONTAL
SKr. NO.
DESCRIPTION
W
PROPOSED WATER LINE - SIZE AS INDICATED
AB
AGGREGATE BASE
ID
INSIDE DIAMETER
1
COVER TITLE SHEET
AC
ASPHALT CONCRETE OR ASBESTOS CEMENT
INV
INVERT
W
EXISTING WATER LINE -SIZE AS INDICATED
2
CNB TITLE SHEET WITH SIGNATURE BLOCKS
{ )
ACP
ASBESTOS CEMENT PIPE
INSUL
INSULATED
RW
PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
IP
IRON PIPE
3
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP. SHEET INDEX MAP,
AV
AIR RELEASE & VACUUM RELIEF VALVE
IRWD
IRVINE RANCH WATER DISTRICT
SHEET INDEX (CNB SHEETS ONLY)
RW
EXISTING RECYCLED WATER LINE -SIZE AS INDICATED
AWG
AMERICAN WIRE GAUGE
LF
LINEAR FEET
4
CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES,
S
PROPOSED SEWER LINE -SIZE AS INDICATED
AWWA
AMERICAN WATER WORKS ASSOCIATION
LT
LEFT
CNB GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
-
EXISTING SEWER LINE - SIZE AS INDICATED
BC
BEGIN CURVE
MAX
MAXIMUM
5
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 5 +94.00 TO STA. 20+00.00
- -
EXISTING UNDERGROUND T.V. CABLE
BCR
BEGIN CURB RETURN
MH
MANHOLE
BEG
BEGIN
MI
MILE
6
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20 +00.00 TO STA. 29 +00.00
-
EXISTING GAS LINE - SIZE AS INDICATED
BF
BLIND FLANGE
MIN
MINIMUM
7
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 29 +00.00 TO STA. 41 +56.93
EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED
BFV
BUTTERFLY VALVE
A1J
MECHANICAL JOINT
8
CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 41 +56.93 TO STA. 51 +26.18
EXISTING STORM DRAIN - SIZE AS INDICATED
BLK
BLOCK
N
NORTH
BM
BENCHMARK
NE
NORTHEAST
9
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 51 +26.18 TO STA. 59 +33.53
-
EXISTING TELEPHONE CONDUIT
BO
MANUAL DRAIN AND BLOWOFF ASSEMBLY
NW
NORTHWEST
10
CNB 8" WATER MAIN PLAN AND PROFILE SHEET - STA. 50 +00.00 TO STA. 63+27.92
EXISTING FIBER OPTIC CABLE
CB
CATCH BASIN
NO
NUMBER
- -
EXISTING POWER CABLE
CCP
CONCRETE CYLINDER PIPE
NTS
NOT TO SCALE
11
CNB MISCELLANEOUS DETAILS
FM
EXISTING SEWER FORCE MAIN - SIZE AS INDICATED
CF
CURB FACE
OC
ON CENTER
CMSD TITLE: SHEET (WITH SIGNATURE BLOCKS)
EXISTING RIGHT -OF -WAY LINE
CIP
CAST IRON PIPE
OD
OUTSIDE DIAMETER
a
TANDARD SYMBOLS & ABBREVIATIONS. VICINITY MAP, SHEET INDEX MAP,
CL
CLASS
PE
PLAIN END
SHEET INDEX (CMSD SHEETS ONLY)
-
EXISTING CONCRETE CURB
C L C
CEMENT - MORTAR LINE dt CO TE
PCC
POINT OF COMPOUND CURVATURE
R (PL)
PROPERTY LINE
1<
CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, CMSD GENERAL SEWER NOTES,
EXISTING EDGE OF PAVEMENT (E.P.)
CMLAtTW
CEMENT- MORTAR LINED dt TAPE WRAPPED
;- I,L.iC AcEN 'IES Pc UTILITIES, NoncE TO CONTRACTOR, ,iOe SITE SAFETY
CMS,
COS A ME SANI A D T CT
PH
POT HOLE
PROPOSED WATER VALVE
CNB
CITY OF NEWPORT BEACH
PO
PUSH-ON
I`%
CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - IRVINE AVENUE - STA. 90 +00.00 TO STA. 95 +41.37
EXISTING WATER VALVE
PO
POWER POLE
CMSD GRAVITY SEWER MAIN PLAN AND PROFILE MESA DRIVE - STA. 0 +79.46 TO STA, 1 +47.79
CONC
CONCRETE
FH
PROPOSED FIRE HYDRANT (F.H.)
CONT
CONTINUOUS
PSI
PRESSURE (POUNDS PER SQUARE INCH)
CMSD 12/" SEWER FORCE MAIN PLAN AND PROFILE. - STA. 199 +80.00 TO STA. 200+82.6±
EXISTING FIRE HYDRANT (F.H.)
CID
CATHODIC PROTECTION
PUE
PUBLIC UTITITY EASEMENT
iR'.VD T!? LE !tEF_ hl T (Wl SIGNATURE BLOCKS )
CPLG
COUPLING
PVC
POLYVINYL CHLORIDE
PROPOSED WATER SERVICE RECONNECTION
PVMT
PAVEMENT
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP,
CTR
CENTER
SHEET INDEX (IRWD SHEETS ONLY),
EXISTING WATER METER (W.M.) - SINGLE
rt (CL)
CENTERLINE
R (RAD)
RADIUS
DIA
DIAMETER
REBAR
REINFORCING STEEL
t.
CONSTRUCTION NOTES, BASIS OF BEARING'S,
BEARINGS, BENCHMARK, IRWD GENERAL NOTES,
EXISTING WATER METER W.M. - DOUBLE
{ )
REQD
REQUIRED
PUBIC AGENCIES & UTILITIES. NOTICE TO CONTRACTOR, JOB SITE SAFETY
DI
DUCTILE IRON
AV
PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE
DIP
DUCTILE IRON PIPE
RT
RIGHT
?[
IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 70+0().00 1 0 STA. 79 +00.00
EXISTING AIR RELEASE AND VACUUM RELIEF VALVE
DWG
DRAWING
RW
RECYCLED WATER
='1
IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79 +00.00 TO STA. 83 +72.5±
eo
PROPOSED BLOWOFF ASSEMBLY
E
EAST
R/W
RIGHT -OF -WAY
EC
END CURVE
RWV
RESILIENT WEDGE VALVE
22
CP -1
CORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN
Q
EXISTING BLOWOFF ASSEMBLY
PROPOSED CATHODIC TEST STATION
EL
ENGR
ELEVATION
ENGINEERING
S
SCE
SOUTH, SLOPE OR SEWER
SOUTHERN CALIFORNIA EDISON
23
CP -2
CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN
ETC
ETCETERA
SCH
SCHEDULE
24
CP -3
CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN
EXISTING CATHODIC TEST STATION
EXIST (EX)
EXISTING
SD
STORM DRAIN
25
T -1
TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND.
EXISTING CATCH BASIN (C.B.)
FL
FLOWLINE
SE
SAND EQUIVALENT OR SOUTH EAST
TRAFFIC CONTROL FOR CNB ON WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE
EXISTING MANHOLE (M.H.)
F (FLG)
FLANGE
SHT
SHEET
TO MIRA LOMA PLACE
- -
EXISTING ELECTRICAL OR TELEPHONE VAULT
FG
FINISHED GRADE
SPEC
SPECIFICATION
26
T -2
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE
FH
FIRE HYDRANT
SS
STAINLESS STEEL
TO MESA DRIVE
EXISTING FENCE
FIP
FEMALE IRON PIPE THREAD
STA
STATION
27
T-3
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION
EXISTING POWER POLE
FM
FORCE MAIN
STL
STEEL
B
UTILITY POTHOLE LOCATION
SW
SOUTHWEST
28
T -4
TRAFFIC CONTROL FOR CNB 240 WATER MAIN - IRVINE AVENUE FROM MESA DRIVE
FS
FINISHED SURFACE
TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET
EXISTING TREE
FT
FEET
THK
THICK
CURB
29
T -5
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL
EXISTING SHRUBS
FUT
FUTURE
TO BRISTOL STREET
FWY
FREEWAY
TS
TRAFFIC S (CONDUIT /CABLE)
EXISTING PIPE ENCASEMENT - TYPE AS INDICATED
GA
GAUGE
TYP
TYPICAL
: -c
TRaFI1C CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE
UG
UNDERGROUND
IFRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION
®
ORANGE COUNTY ASSESSORS PARCEL NUMBER
GAL
GALLON
OR ALIGNMENT BEARING
GALV
GALVANIZED
VERT
VERTICAL
7
TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS IRVINE AVENUE Al MESA DRIVE INTERSECTION
2
DENOTES DETAIL NUMBER
GB
GRADE BREAK
W
WEST OR DOMESTIC WATER
TRAFFIC CONTROI_ FOR, IRWD 12" WATER MAIN IRVINE AVENUE FROM UNIVERSITY DRIVE
SHEET NUMBER
GV
GATE VALVE
WM
WATER METER
TO MIRA LOMA PLACE
HP
HIGH POINT
4
ANGLE
_a
TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE
I" -Iii
TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION
a�
J�
40
0 00
�1'
P
>
O
BEACH
HUNT#MTON N
BEACH
PROJECT
VICINITY
VICINITY MAP
►.el Ce
1J
M�p..mojmit
tJ� •;
J —
CIIN `�� 8
IRVINE AVENUE
HEET INDEX MAP
SC2ALE: 1' - 300
No. 44497
EM, Moe
DANIEL ftm M1IEfRING
Consulting Engineers
23231 South Pointe Drive, Suite 103
Laguna HAIs, CA 92653 (949) 7611 -26010
44497 117
JECT ER RCE NO. DA E
1120106 JL8 U RECORD DRAWING
DATE BY DESCRIPTION
REVISIONS
RECORD DRAWING
TITS IS A R1-,CORD DRAWING OF'IHE FACILITIES IDETN711,1ED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT HE
RESPONSIBLE: FOR ANY ERROR(S) OR OMI SSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN IIISREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. LF T'IIE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
APPROVED
MICHAEL SINACORI R.C.E. 46214
PRINCIPAL CIVIL ENGINEER
DATE
APP'D DESIGNED JPS DRAWN CADD
CHECKED JLB DATE 07/04
C -3411
IRVINE AVENUE
WATER MAIN REPLACEMENT
STANDARD SYMBOLS & ABBREVIATIONS
VICINITY MAP, INDEX MAP, SHEET INDEX
CITY OF NEWPORT BEACH W-5305-S
PUBLIC WORKS DEPARTMENT SHEET 3 OF 34
i
NOTES- CITY OF NEWPORT BEACH GENERAL WATER
CITY OF NEWPORT BEACH 1R,yj LE RANCH' ''y`V ?f E_R__..D /1 S) C_R _F
1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO 27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE
THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS,STANDARD NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN
24° DOMESTIC WATERLINE 12 "DUP�ESTlC�4VA T- LIN'r_ SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE
ITEM DESCRIPTION D�IPTIC+N SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION AND SUPPLEMENTS AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES
AND THESE SPECIFICATIONS. SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS.
O CONSTRUCT 24" CML&TW STEEL PIPE (1/r MIN PLATE THICKNESS) ) 4• li. Ti Pt PPr1JtL l SF + -. �'IF I +,. ,IIVN',.
TRENCHING AND BEDDING PER DETAIL 3 `' 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH 28. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING
1 (A !N STAL. 12' PVC. AW'A 4 , 90„ (CL X00) PIPE •,NI; " t'N(;r UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL
g• NEWPORT BEACH CAN BE REACHED AT (949) 544 -3011. OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
CRFNGHIN A :4- i! a ?IrdG h IRWD 1 fl) t sa" IN 0. �i 1 DESPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE
O
CRUSHED R PERFORATED PVC (SOH 80) PIPE WRAPPED IN 3/4" 3. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN TO THE CITY OF NEWPORT BEACH.
CRUSHED ROCK PER DETAIL N iaLL PVC. AWWA (.<�OC+ `GI_ �G��) tr' QI�;I� r l',I:G" ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA.
g TFI Nt HING AN E' CiEDPIN PER!RWI, ,TD. ._WG. N() ;' ti. 29. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED
O INSTALL 8" PVC AWWA C900 CL 200) PIPE AND FITTINGS. 6`) NST'.t.± 6' PVC AA1WA C191;0 (CL 200) PIPE AND FII I`INCS 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE IN THESE PLANS.
TRENCHING AND BEDDING PER DETAIL 3 ` TR NCH!NG AND HEIDDING PER IR'.";D STD. DWG. NC ,+' '.1. RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT
48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT (800) 422 - 4133. 30. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW
11 63 N_+TPLL PVC v uA C +r ! AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK.
C. ui t i. N r i-11. 5. THE EXISTENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR
O4 INSTALL 6" PVC AWWA C900 (CL AIL PIPE AND FITTINGS. TzEn!cHnN aND nF niihJ r' Rwr STD. ,1wG. N () :t. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 31. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS BASED ON AVAILABLE
TRENCHING AND BEDDING PER DETAIL e RECORDS AND ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL RECORD PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC
11 \E'4) +N` ' AL , V L ' ! PI ' (.!_ 50) PER IRWD STD DW 'v,
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE WITHIN SEVEN (7)
;F r <', +' OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE CALENDAR DAYS OF DISRUPTION.
5 INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH bJ, IN -S ALL s „C,I� I 4, r, i- 0: E Ih,V C. .•iL' PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES.
STD - 510 -L -C AND STD- 511 -L. Cvtl n �C!. ' 7. 32. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE
O INSTALL 6" FLGIdIJ RWV (CL 200) PER CITY OF NEWPORT BEACH 6F'� lv ALL FIRC H L'L'<g1J1 A ,` LMBL PER It(MiD S. ?D uW' S. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE
SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO
STD - 510 -L -C AND STD- 511 -L. N'I'll. W..6• OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN THE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES)
O INSTALL 5" FLGxMJ RWV CL 200 PER CITY OF NEWPORT BEACH 6 1 REMOVE. E INC + P H N' AI:"R E DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS
( ) H R , DELIVER \ _I AND EIRE OPERATIONS - GROUND MOVEMENT MAY BE EXPECTED. REQUIRED.
STD - 510 -L -C AND STD - 511 -L. .: ALV aGE + IF�L rL..F I� 7:� a..;, l C) IRWD OPERA'CICN�
CENTER. AT .3512 MIC riE SOIJ Di'l'�F`, !RHINE c A 92612 7. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. THE 33. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT. SAFE, CLEAN AND
O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L �_.t CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING
(J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. 68 INSr.,LL NLI IP ; G;L(CK, arvD ABANDON EXISTING WATER JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS WITH DUST
CAL -OSHA.
MA +N A.I. NF HRL81 +t D A r Hwy; r!NF, F !STING WATER MAINS AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE
O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. AFE TO Esr aBAnlF ++`Nc�' aFrFr- NEW rngira ,IA> BEEN PLACED I�: 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH
SFP.I;E ANL P.LL i WO CE ILE i , LROM. r!'IE OLD MAIN HAV
10 INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT 9E FN TRAE ERRED TO NF & N AIN .�/ NL JN EXISTING VALVES I %: DI' ALL UTILITIES AND POINTS OF CONNECTION PRIOR O SUBMITTAL OF PIPE LAYING RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION.
BEACH STD- 515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. f� /,CF, I3A( tr I+ 1_ v: E v^ S R N•1OVF VA-vE COVERS AND DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES 34. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK
T;n; Al t>A V V1,E T, AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS.
11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS 35. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS
L', O, c , + +, rd a„ r..n FF ^tl( (I Mt TI F PER IRWD
S
INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT S I u AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT,
12 ,inL, , ,, w 1.
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED WORKING OPERATIONS. VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF
OBSTRUCTION FROM THE STREET RIGHT -OF -WAY.
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS (70� INS_'ALL 4' `!OMLSTIC' 'tJA1iiR S'.- K'.'CE !vtFiER WITH MANIFOLD 10. CONSTRUCTION WORK HOURS SHALL BE 700 AM TO 430 PM MONDAY THROUGH FRIDAY,
FROM THE OLD MAIN HAVE BEEN TRANFER. R TO NEW MAIN. ABANDON EXISTING ` ASSEMBLY PER IRWD STC+ OWG. N0, W-1. EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS 36. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE
VALVES IN PLACE. BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT. AND /OR PROJECT SPECIFICATIONS.
(7i) IIvSTaLI. V,�A. "i t:R i��i_;t +.!_:' , ' >Ah4PU'JC ;; 1 < +. IuN PER IRS +rO STD. BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT- OF-WAY SO
ALL LANES OF TRAFFIC CAN OPEN UP. STEEL PLATE SHALL BE TACKED DOWN OF SPIKED
13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL DWG. NC`" W-26 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULATORY AGENCY.
AND FIRE HYDRANTS. l- SAFETY REQUIREMENTS.
.:r NNEGfION, A UN+ /' =R'_ D ti' ND IRVINE" AVENUE. 37. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES
SEE DETAIL 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON
14 INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. - � WATER QUALITY CONTROL BOARD. THE PLANS, THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. %' STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM.
15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. 13. AN ENCROACHMENT PERMIT HAS BEEN APPLIED FOR FROM THE CITY OF NEWPORT BEACH.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO PULL THIS
t = PERMIT AND COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. NO�CE TO CONTRACTOR
16 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH PUBLIC AGENCIES � UTILfT1ES 14. BENCHMARK/MONUMENT NOTE:
STD - 502 -L. ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE
REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR
PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR, AND A CORNER RECORD STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS.
UNDERGROUND SERVICE ALERT (600) 227 -2600 OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN
COSTA
A ON MESA S A N i I ,� R r 15. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS PRIOR UTILITIES AND SUB-STRUCTURES SHOWN ON ITHEDDRAWINGS ARE APPROXIMATE ONLY.
Mg) _. _ Y Ll� � T R � (. I _ CITY OF NEWPORT BEACH (UTILITIES) - UTILITY CLERK (949) 644 -3011 (DAY)
(949) 644 -3717 (NIGHT) TO FINAL SUBMITTAL OF PIPE LAYING DIAGRAMS FOR STEEL PIPE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
GRAVITY S E WER UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS,
COSTA MESA SANITARY DISTRICT - ROBIN HAMERS (949) 631 -1731 16. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR
DE8CRIPTI� STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS
(/n IRWD SYSTEMS OPERATORS - STEVE HABIGER 949 453 -5745 DISTANCES SHOWN IN PROFILES AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL OF ALL UTLITIES SHOWN ON THE DRAWINGS.
99 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ( ) DISTANCES.
20 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION IRWD CONSTRUCTION SERVICES GROUP - ANTS UIGA (949) 453 -5586 17• WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. IRWD INSPECTION - MIKE JACK (949) 453 -5615 ON THE PLANS. ENGINEERING AND ITS EMPLOYEES, OFFICERS. OR AGENTS, HARMLESS AGAINST ANY AND ALL
CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES.
21 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION IRVINE RANCH WATER DISTRICT MAIN OFFICE 453 -5300 18. ALL WATER PIPE SHALL BE INSTALLED PER TRENCH SECTION SHOWN ON PLANS AND INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH.
949
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. ( ) PROJECT SPECIFICATIONS. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE
22 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G' COMPRESSION MESA CONSOLIDATED 'WATER DISTRICT - BOB MCVICKER (949) 358 -4055 CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.1(J),
19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS
JOINTS, TRENCHING AND BEDDING PER CMSD STD. DWG. No. S -112. ELLER MEDIA COMPANY - CARLOS URIAS (714) 289 -2018 STEEL NUTS, BOLTS AND WASHERS. NON- INSULATING GASKETS SHALL BE FULL - FACED, WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT
CLOTH REINFORCED, BUNA -N RUBBER. INSULATING GASKETS MATERIALS SHALL BE PER OF ENGINEER IN PROVIDING ITS SERVICES."
23 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TTYPE +"G" COMPRESSION COUNTY OF ORANGE,'PFRD -DAVE PICKRELL 714 567 -7868 DETAIL 2, SHEET CP-2. ALL BARE (NON- COATED) METALLIC SURFACES SHALL BE WRAPPED
JOINTS. TRENCHING AND BEDDING PER r:,MSD S,D. DWG. NO. S -112. ( ) WITH WAX TAPE PER SPECIFICATIONS SECTION 209 -3.5.5 AND CORROSION PROTECTION DWGS.
24 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG, NO, S -1o0 -A WITH 72" ICGTEL - DAVE ULRICH (949) 864-1287 BOND ALL BURIED NON- INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, �O� SITE ID BASE SECTION AND PLASTIC (,POLYVINYL CHLORIDE) LINER, AMERON FLANGES, VALVES, ETC.) PER DETAIL 1 SHEET CP-1. SAFETY
T -LOCK LINER OR APPROVED EQUAL. INSTALL. LINER PER MANUFACTURER MCIWORLDCOM - CHARLES WELCH (972) 656-6016 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS
(AMERON) SPECIFICATIONS. MEDIAONE -BRIAN CATON AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO
(714) 549 -7590 ASSEMBLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD. AND DANIEL BOYLE ENGINEERING,
25 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLAS "1IC METROPOLITAN WATER -MARCO BUNTICH (213) 217 -6679 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE
(POLYVINYL. CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. WRAPPED WITH WAX TAPE PER DETAIL 1 SHEET CP -1. TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH
INSTALL LINER PER MANUFACTURER ( AMERON) SPECIFICATIONS. NEXTINK - BUD SMITH (714) 434 -6614 CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE,
21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ACTIVE OR PASSIVE. OF CNB, CMSD. IRWD OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR
n 26 CONSTRUCT DROP MANHOLE PER CMSD STD. DWG, N0, S-102. USE 72" THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI -SIEZE COMPOUND. AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION
ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. PACIFIC BELL - ENGINEERING (714) 888 -5454 SHALL EXTEND TO ALL CLAIMS. DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH
NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT. AS WELL AS DURING THE
i LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS, COMCAST - JOE BARRIAS (714) 338-2081 FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE
ORANGE COUNTY WATER DISTRICT -STEVE CONKLIN 714 378 -3211 AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY
Q 27 ABANDON AND REN40VE INTERFERING PORTIONS OF EXISTING SEWER. ( ) CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH APPROPRIATE APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY
PLUG ABANDONED LINE. SPECIFICATIONS_ REGARDING COVERAGE.
J SC EDISON WALLACE ZIMMERMAN (714) 973 -5409
1 28 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW SOUTHERN CALIF. GAS CO. - TECHNICAL SUPERVISOR 714 634 -3033 23. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES
GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG ( ) TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED
E INCOMING RNNES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS ORANGE COUNTY TRANSPORTATION AUTHORITY (714) 285 -4332 ON THESE PLANS. FTHEBASIS CORD DRAWING
o AND COVER TO CMSD CORPORATE 'YARD AT 2310 PLACENTIA AVENUE,
COSTA MESA. 24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. D DRAWING OF THE FACILITIES IDENTIFIED
ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE OCK ONLY AND HAS BF ,F,N PREPARED IN PART
DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE FINFORMATIONCOMPI LEDANDFURNISHEDBY
12" SEWER FORCE MAIN REGULATORY AGENCY HAVING JURISDICTION. NGINEER AND OWNERS(S) WILL NOT BE
BASIS OF B EAR I NG S ■ R ANY ERROR(S) OR OMISSION(S) WHICH
0
rrEm Q9130RIPTION 25. ALL CONCRETE SHALL BE 580-C -3250 UNLESS OTHERWISE SPECIFIED. HAVE BEENINCORPORAruD INTO TIES DRAWING ACTUAL
' THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN CONDITIONS WILL VARY SOMEWHAT FROM THE CONDmoxs
° REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 26. THE CONTRACTOR SHALL BE REQUIRED TO "CUT AND PLUG" EXISTING WATER MAINS DUE
SIIOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
= 1917 BEING N60.03'22 "E PER RECORDS ON FILE IN THE OFFICE OF THE TO VALVE LEAKAGE 70 MAINTAIN EXISTING WATER SERVICE. BE LARGE. IF THE PRECISE LOCATION OF ANYFACU,ITYIS
REQUIRED, THF. FACILITY SHOULD BE FLELD LOCATED IN THE
40 INSTALL 12" PVC AWWA C900 PIPE AND FITTINGS (CLASS 200) ORANGE COUNTY SURVEYOR. PRESENCE OFnNEMPI ,oYEFOFTIIECnY /DISTIUCTORTHE
WITH THRUST BLOCKS AT ALL HOP.!ZONTAL AND VERTICAL BENDS
n PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL OWNF ,,R(S)OF THE UTILITIESINVOLVED
K FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD BENCHMARK.
DWG N0, S -112.
C -3411
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER '3N -60 -89 ELEV -50.52 DATUM =NGVD 29/1995 OCS ADJUSTED
PUMP STATION PER DETAIL q�., APPROVED IRVINE AVENUE
1g
STAMPED BED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK QRpFES i 1, DAN �MG WATER MAIN REPLACEMENT
O42 CONNECT 12" PVC FORCE MAIN TO EXISTING t0" SEWER STAMPED 3N -60-89 LOCATED AT THE SOUTHERLY PORTION OF THE \A L
INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE< MICHAEL SINACORI R.C.E. 46214 CONSTRUCTION NOTES BASIS OF BEARINGS
No. 44497
o FORCE MAIN PER DETAIL 3 =' �� `° BENCHMARK. PUBLIC AGENCIES & UTILITIES,
1T, PRINCIPAL CIVIL ENGINEER CITY OF NEWPORT BEACH GENERAL WATER NOTES,
g ig CATCH BASIN, 435 U SOUTHEASTERLY OF THE CENTERLINE OF IRVINE 3 1 Consulting Engineers vsoioe JLB © RECORD DRAWING DATE NOTICE TO CONTRACTOR, JOB SITE SAFETY
AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 232315outl�PoirrorDrNe, Suite 1D3
4 FT. BEHIND THE CURB. * Laguna Hills, CA 92653 (949) 768 -2600 DESIGNED DRAWN
3 CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. �471rOF � � �e7 !7 ` DATE eY DESCRIPTION APP'D JPS CADD CITY OF NIWPORT BEACH W- 5305 -S
r
4J:E2CZT N GER RCE N0. DATE REVISIONS CHECKED JLB DArE 07/04 PUBLIC WORKS DEPARTMENT SHEET 4 OF 34
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CURVE DATA
NO.
DESCRIPTION
A
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24" PIPELINE
10 025'03"
1034.00'
188.00'
94.26'
OD
24" PIPELINE
19 °12'15"
1031.00'
345.57'
174.42'
No. 44497
ai Consulting !Engineers
23231 South Pointe Drive Suite 103
CfVi� �r
Laguna H A 92653 (949) 768 -26W
OF 44497 f,"4
PR JECT MA AG RICE NO. DATE
DATE I BY
DESCRIPTION
REVISIONS
NOfTO
O1 CONSTRUCT 24' CML &TW STEEL PIPE (1/4' MIN PLATE THICKNESS)
TRENCHING AND BEDDING PER DETAIL
11
O2 INSTALL 4- PERFORATED PVC (SCH 80) PIPE WRAPPED iN 3/4-
CRUSHED ROCK PER DETAIL@
6
O INSTALL 24- FLG BFV (CL 250) PER CITY OF NEWPORT BEACH
STD - 510 -L -C AND STD - 511 -L.
O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L
(J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1.
REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
10 INSTALL 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CiTY OF NEWPORT
BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1.
Q INSTALL PLUGS, THRUST BLOCK AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL
AND FIRE HYDRANTS.
15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
C -3411
APPROVED n IRVINE AVENUE
..,�,� WATER MAIN REPLACEMENT
All A ORI R.C.E. 46214 PLAN AND PROFILE
PRINCIP IVIL ENGINEER
DATE 1-10 -0t STA. 20 +00.00 TO STA. 29 +00.00
APP'D DESIGNED JPS DRAWN CADD orryoF mmmoRT sEAm W-53O5-S
CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 6 OF 34
1
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21 22 23 24 25 1 SCALE 27 28 29
JLL 1j ILL I INV. GI
CURVE DATA
NO.
DESCRIPTION
D
R
L
T
C
24" PIPELINE
10°25'03"
1034.00'
188.00'
94.26'
�D
24" PIPELINE
19 °12'15"
1031,00'
345.57'
174.42'
fSS/
eR
�QN L DA „� 1jj� 'RAM
No. 44497 m
s1 Consulting Engineers
23231 South Pointe Drive, Suite 103
CiVI� �r Laguna H A 92653 (949) 768 -2600
OF 44497
PR JECT MA AG R C E N0. bATE
DATE I BY
DESCRIPTION
REVISIONS
DON 61TWOMM NOTES
CONSTRUCT 24' CML &TW STEEL PIPE (1/4' MIN PLATE THICKNESS)
TRENCHING AND BEDDING PER DETAIL e
11
O2 INSTALL 4- PERFORATED PVC (SCH 80) PIPE WRAPPED IN 314'
CRUSHED ROCK PER DETAIL@
6
OS INSTALL 24' FLG BFV (CL 250) PER CITY OF NEWPORT BEACH
STD - 510 -L -C AND STD - 511 -L.
O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500-L
(J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I.
O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
10 INSTALL 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT
BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I.
Q INSTALL PLUGS. THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
AFTER NEW MAiN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL
AND FIRE HYDRANTS.
15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -I.
C -3411
APPROVE IRVINE AVENUE
e WATER MAIN REPLACEMENT
A N DRI R.G.E. 46214
PLAN AND PROFILE
PRINCIP IVIL ENGINEER
DATE q -IQ -0t- STA. 20 +00.00 TO STA. 29 +00.00
APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W- 5305 -S
CHECKED JLB DATE 07104 PUBLIC WORKS DEPARTMENT SHEET 6 OF 34
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24" DOM
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HORIZ: 1 " =40'
VERT: 1 " =8'
TER MAIN
00—
00� __ !T e
REMOVE TO NEAREST JOINT N46.43'38"E
OR ELBOW AND CONNECT
TO EXISTING 6" DIP
STA. 33 +35.00 (15'± WEST) /
INSTALL 6" DI TEE
(MJxFLGxF'LG)
rn
I+
23 -
D -
5 7 STA. 33 +35.00 /
INSTALL 24 "x6" TEE
(PExFLGxFLG)
.<`
15 STA. 33 +60.00 /
STA. 33 +85.54
4 42 05444" LT
STA. 33+88.54
CONNECT TO
EXISTING 24" PIPE
PIT
""
INSTALL 24 "x6" CROSS
(PExFLG) AND RECONNECT
6" PVC WATERLINE
14 STA. 00.00
CON CT TO
i E TING 24" PIPE
_ Z 1_
SCALE: 1 " =40'
DOMESTIC WATEF
EXISTING CURB FACE
� � Q
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STA. 40 +20.81 BC
SANTA ANA DELHI CHANNEL' d 4345'20" LT
n STA. 40 +50.00
IRVINE AVENUE
CURVE DATA
NO.
DESCRIPTION
A
R
L
T
OD
24" PIPELINE
26 058'58"
1031.00'
485.54'
247.36'
OE
24" PIPELINE
07 036'59"
1024.00'
136.12'
68.16'
QROFESS/
L a DANK RIMG
No. 44497 `
E4, 3 31 08 Consulting Engineers
23231 South Pointe Drim, Suite 103
�IVII Laguna Hills, CA 92653 (949) 768 -2600
OF CA1 44497 A /g/o 4n DATE BY
_P
J E C T G ER RICE NO. DATE
DESCRIPTION
REVISIONS
AIN
CONSTRUCTION NOTES
O CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS)
TRENCHING AND BEDDING PER DETAIL e
11
O4 INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEDDING PER DETAIL 3
11
O5 INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH
STD - 510 -L -C AND STD- 511 -L.
O INSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH
STD - 510 -L -C AND STD- 511 -L.
O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L
(J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I.
11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY.
12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL
AND FIRE HYDRANTS.
14 INSTALL BURIED FLANGE INSULATING KIT AND 4 -WIRE TEST STATION.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
C -3411
APPROVED/ IRVINE AVENUE
,,,�lJ" WATER MAIN REPLACEMENT
MMi AEL INAC I R.C.E.4fi214 PLAN AND PROFILE
P INCIPA ENGINEER
DATE q_1a -o4 STA. 29 +00.00 TO STA. 41 +56.93
APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W-5305 -S
CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 7 OF 34
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INSTALL 247x6" TEE
(PExFLG)
STA. 52 +88.34 EC
" DOMESTIC WAT
IRVINE AVENUE
CURVE DATA
NO.
DESCRIPTION
I O
I R
L
T
G
24" PIPELINE
15 °29'06"
600.00'
162.16'
81.58'
STA. 58 +32.35
O CONSTRUCT 24' CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS)
TRENCHING AND BEDDING PER DETAIL e
11
O INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH
SCALE: 1 " =40' STD- 510 -L -C AND STD - 511 -L.
O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500-L
(J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1.
BRISTOL STREET 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
l' AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
! VALVES IN PLACE. BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
1I;`f 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL
AND FIRE HYDRANTS.
INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION.
Il I- SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION.
u SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
,
11 1
END CONSTRUCTION
STA. 59 +33.53
REMOVE EXISTING 16' STEEL WATERLINE
AS NEEDED AND CONNECT 24' LINE WITH
240x16" REDUCER
F�'QI(�
IQH �, DANK D 6114" PtIlma
Na. Q Consulting Engineers Ey 3/31/06 4c 23231 South Poiirft Drive, Suite 103 v2oioe JLB 2Q RrsCORD DRAWING
C1VI V \! Laguna Hills, CA 92653 M768-2600 j0 ` DATE BY DESCRIPTION
P JEC GER RCE N0. DA E REVISIONS
RECORD DRAWING
THIS IS A RF,CORD DRAWING OF 1'HE FACILITIES IDENTIFIED
EN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
011IERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY F,RROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY f DISTRICT OR THE
OWNER(S) OF THE UTILITEFS INVOLVED.
C -3411
APPROVED IRVINE AVENUE
WATER MAIN REPLACEMENT
MICHAEL SINACORI R.G.E. 46214 PLAN AND PROFILE
PRINCIPAL CIVIL ENGINEER
DATE STA. 51 +26.18 TO STA. 59 +33.53
APP'D DESIGNED JPS DRAWN CADD (rTYOF BEAM W-5305 -S
CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 9 OF 34
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UNIVERSITY DRIVE
FOR CONSTRUCTION OF
12° DOMESTIC WATER MAIN
SEE SHEET NO. 20
n STA. 82 +13.Ot
18 STA. 81 +72.0t
REMOVE EXISTING 6" VALVE.
CONNECT TO EXISTING 6" ACP WA
LONG BODY TRANSITION COUPLING
FOR CONSTRUCTION OF
24° DOMESTIC WATER MAIN
SEE SHEET NO. 5
3A LOMA PLACE 8{{ DON
J I III N
TER MAIN WITH
(PVC TO ACP)
IRVINE AVENUE
OEM
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--=
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aSax
•-
SCALE: 1 " =40'
WATER MAIN 3
STA. 63 +02.00
INSTALL 900 ELBOW AND THRUST BLOCK
PER CITY OF NEWPORT BEACH STD - 510 -L -A
_ -- - S49.20'46 "E
STA. 63 +20.00
Na 4497
E* 3 1
\CIVIL /
CONSTRUCTION NOTES
O INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEDDING PER DETAIL e
11
O4 INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEDDING PER DETAIL e
11
O INSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD - 510 -L -C
AND STD - 511 -L.
O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
18 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH
STD - 502 -L.
NOES
1. ALL BENDS 11 1/4. OR GREATER, TEES AND CROSSES SHALL BE DUCTILE
IRON (CLASS 350) WITH PUSH -ON JOINTS UNLESS OTHERWISE NOTED ON PLANS.
2. DO NOT EXCEED 80% OF MANUFACTURER'S RECOMMENDED DEFLECTION
REQUIREMENTS FOR PIPE INSTALLATION.
3. ANGLES OR BENDS IN EXCESS OF 10• SHALL RECEIVE THRUST BLOCKS AT
ALL LOCATIONS PER CITY OF NEWPORT BEACH STD- 510-L -A.
DANIEL Br�►Y�� r��IO�a
Consulting Engineers risoioe JLB Q R1 =CORD DRAWING
23231 South Pointe Drive, Suite 103
Laguna Ills, CA 92653 (949) 758 -2500
DATE BY DESCRIPTION
44497 _V17 or
PR JECT I N ER RICE NO. DATE REVISIONS
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY ERRORS) OR OMISSION(S) WHICH
IIAV E BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN I IE IZEIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR TI-IF,
OWNER(S) OF THE UTILITIES INVOLVED.
C -3411
APPROVED IRVINE AVENUE
WATER MAIN REPLACEMENT
MICHAEL SINACORI R.C.E. 46214 PLAN AND PROFILE
PRINCIPAL CIVIL ENGINEER
DATE STA. 60 +00.00 TO STA. 63 +27.92
APP'D DESIGNED JPS DRAWN CADD CM 0F NEVVPOFTT BEACH W- 5305 -5
CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 10 OF 34
�I
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�_i ®_'i�_lelri � �i10 ®_�_�.�' . �wsw• na�P�"a38Sr'_�S�,�.'r�i'�r "T��' mow' sn�• �eaiwe�n�n +•nweae�'�3"i�'!'�S'. ^rir. r'�L'"J'i .^r
a S_ _� =NiNi� !!= = =�_� ■■■ ■■ ____ ___
_� � N M��a NN ��S_! _!_! —�■ i■ IIIIIII�N
--=
f��■■SCALE
aSax
•-
SCALE: 1 " =40'
WATER MAIN 3
STA. 63 +02.00
INSTALL 900 ELBOW AND THRUST BLOCK
PER CITY OF NEWPORT BEACH STD - 510 -L -A
_ -- - S49.20'46 "E
STA. 63 +20.00
Na 4497
E* 3 1
\CIVIL /
CONSTRUCTION NOTES
O INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEDDING PER DETAIL e
11
O4 INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEDDING PER DETAIL e
11
O INSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD - 510 -L -C
AND STD - 511 -L.
O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
18 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH
STD - 502 -L.
NOES
1. ALL BENDS 11 1/4. OR GREATER, TEES AND CROSSES SHALL BE DUCTILE
IRON (CLASS 350) WITH PUSH -ON JOINTS UNLESS OTHERWISE NOTED ON PLANS.
2. DO NOT EXCEED 80% OF MANUFACTURER'S RECOMMENDED DEFLECTION
REQUIREMENTS FOR PIPE INSTALLATION.
3. ANGLES OR BENDS IN EXCESS OF 10• SHALL RECEIVE THRUST BLOCKS AT
ALL LOCATIONS PER CITY OF NEWPORT BEACH STD- 510-L -A.
DANIEL Br�►Y�� r��IO�a
Consulting Engineers risoioe JLB Q R1 =CORD DRAWING
23231 South Pointe Drive, Suite 103
Laguna Ills, CA 92653 (949) 758 -2500
DATE BY DESCRIPTION
44497 _V17 or
PR JECT I N ER RICE NO. DATE REVISIONS
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY ERRORS) OR OMISSION(S) WHICH
IIAV E BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN I IE IZEIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR TI-IF,
OWNER(S) OF THE UTILITIES INVOLVED.
C -3411
APPROVED IRVINE AVENUE
WATER MAIN REPLACEMENT
MICHAEL SINACORI R.C.E. 46214 PLAN AND PROFILE
PRINCIPAL CIVIL ENGINEER
DATE STA. 60 +00.00 TO STA. 63 +27.92
APP'D DESIGNED JPS DRAWN CADD CM 0F NEVVPOFTT BEACH W- 5305 -5
CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 10 OF 34
�I
1
D
D
c
II
z
D
JI
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r
r
�I
FIELD APPLIED TAPE WRAP WITH 502
OVERLAP, POLYKEN 932 -50 OR
APPROVED EQUAL (TYP.)
SHOP APPLIED TAPE
WRAP (TYP.)
6012 ROD MIN.
DOUBLE -PASS,
OUTSIDE WELD
WELD
IN FIELD �T-
"t" MIN
CEMENT MORTAR
PLACED IN FIELD
N Y
APPLIED PRIMER (TYP.)
..
..........
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F- m
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d W
1/4" FOR PIPE SIZES SMALLER THAN 24" I w z
CEMENT-MORTAR
1/2" FOR PIPE SIZES 24" AND LARGER LINI y
CEMENT-MORTAR
PLACED IN FIELD
LAP - WELDED SLIP JOINT
N.T.S.
NOTES FOR WELDED JOINTS:
1. ALL WELDED JOINTS SHALL BE DOUBLEPASS WELDED ON THE OUTSIDE OF THE PIPE UNLESS
OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED ABOVE.
2. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE
LAP - WELDED SLIP JOINT.
3. THE LAP -WELD DETAIL IS SCHEMATIC IN NATURE AND IS PRESENTED HERE TO CLARIFY
INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER
FIELD APPLIED TAPE WRAP.
TYPICAL WELDED JOINT WITH
TAPE WRAP AND MORTAR COATI
NOT TO SCALE
CRUSHED AGGREGATE BASE —
95X RELATIVE COMPACTION
REPLACE TO EXrSTING A.B.
THICKNESS PLUS 1', OR 6" MIN.
SAWCUT LINE
EXISTING PAVEMENT
OR SIDEWALK
EA
x
U
z
U)
W
J
Z
7
10 GA. COPPER WIRE
(FOR PVC PIPE
INSTALLATION)
W
z
N
W
a
FE
REPAVE TO MATCH EXISTING PAVEMENT OR
SIDEWALK THICKNESS PLUS 1", OR- 4=MIN.
So WIDE ww WIDE. w.. IP w� a GI!* . ww ...Y v
SAWCUT LINE IN AREAS WHERE TRENCH CROSS
EXISTING HARDISCAPE TO BE PROTECTED
—A.C. OR CONCRETE
COMPACTED SELECT BACKFILL
9OX RELATIVE COMPACTION
18' L
fYP Ij _ IDENTIFICATION TAPE PER
PROJECT SPECIFICATIONS
_.�.1
Y z .' O.D.
B' MIN
12" MAX
IMPORTED SAND BEDDING
(MIN SE OF 30) 9OX RELATIVE
COMPACTION
NOTES:
1. FOR PIPELINE SEPARATION CRITERIA, SEE CITY OF NEWPORT BEACH STD- 533-L.
2. BEDDING IN PIPE ZONE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306- 1.2.1,
EXCEPT THAT CLASS 100-E -100 SLURRY MAY BE SUBSTITUTED FOR SAND BEDDING
AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE.
3. CONTRACTOR SHALL REPLACE AC OR PCC TO THE LIMITS SHOWN ON THE TYPICAL
TRENCH SECTION SHOWN ABOVE AND TO THE THICKNESS PLUS 1" OF THE EXISTING
AC OR PCC UNLESS OTHERWISE DIRECTED ON THE PLANS. FOR TURF OR LANDSCAPED
AREAS, CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION, TO THE SATISFACTION
OF CITY OF NEWPORT BEACH REPRESENTATIVE.
3. ALL PAVEMENT AND SIDEWALK REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS
PROJECT SHALL BE SAWCUT PRIOR TO REMOVAL. THE OWNER SHALL BE REQUESTED
BY CONTRACTOR TO APPROVE EXTENT OF PAVEMENT AND SIDEWALK REMOVAL PRIOR TO
STARTING WORK. DISPOSAL OF REMOVED A.C. PAVEMENT AND CONCRETE SHALL BE AT AN
APPROVED OFF -SITE DUMP SITE.
CEMENT MORTAR PLACED
IN FIELD
FIELD APPLIED SOLID MASTIC TAPE,
1 -1/2" SQUARE, POLYKEN 939 OR
APPROVED EQUAL (TYP.)
FIELD APPLIED PRIMER (TYP.)
FIELD APPLIED TAPE WRAP WITH 5OX
• T • •
III
ml SEE NOTE 4
FIELD APPLIED TAPE WRAP WITH 5OX
OVERLAP, POLYKEN 932 -50 OR
APPROVED EQUAL (TYP.)
FIELD APPLIED PRIMER (TYP.)
SHOP APPLIED TAPE WRAP
BORING LOG
NUMBER
APPROXIMATE CNB
WATER MAIN STATION
PAVEMENT SECTION (1)
AC (IN) AB (IN)
B -1
57+00
15
0
B -2
49 +00
6
7
B -3
41 +30
4
8
8 -4
31 +60
12
9
B -5
25 +00
9
14
B-6
21 +75
9
12
B -7
14 +60
6
12
2 "x4 "x13 Go. W.W.M.
I
FIELD APPLIED TAPE WRAP WITH 5OX
2 "x4 "x13 Ga. OVERLAP CUT IN STRIPS TO COVER
W.W.M. HALF COUPLING, POLYKEN 932 -50 OR
APPROVED EQUAL (TYP.)
5' EXTRA HEAVY HALF
\ COUPLING (THREADED)
MEN
FAM4
% Nm
\9 , ro
KANDHOLE DETAIL
N.T.S.
CEMENT MORTAR
PLACED IN FIELD
CEMENT MORTAR
PLACED IN FIELD
OUTSIDE WELD
WELD IN FIELD
"t" MIN (TYP)
3' MIN.
wim .......
m �►
ml 1 2' MIN I GAP VARIES 12" MIN
6" MIN /10" MAX
TYPICAL SECDO
N.T.S.
NOTES:
1. BUTT- STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR
FIELD JOINING. (BACKING PLATE SHALL BE 1/4' THICK BY 1" WIDE)
2. 14 -INCH MAXIMUM LENGTH OF BUTT -STRAP FOR FIELD CLOSING SECTION.
3. FOR PIPING 12 -INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED
PER EACH BUTT -STRAP JOINT. FOR PIPING 14 -INCH IN DIAMETER THROUGH
24 -I1NICH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT -STRAP
JOINT. THE HANDHOLES SHALL BE LOCATED 120' APART. FOR PIPING 30 -INCH
IN DIAMETER, FOUR HANDHOLES ARE REQUIRED PER EACH BUTT -STRAP JOINT.
NOTES:
1. PAVEMENT SECTION FROM NINYO MOORE GEOTECHNICAL REPORT
FOR IRVINE AVENUE WATER AND SEWER MAIN REPLACEMENT PROJECT,
DATED FEBRUARY 26, 2004.
TYPICAL DOMESTIC WATER TRENCH SECTION 3
NOT TO SCALE 11
4. WELD PLUG TO COUPLING. PREPARE SURFACE OF COUPLING AND WELD AREA
TO RECEIVE FIELD TAPE WRAP IN ACCORDANCE WITH AWWA C209.
5. THE ABOVE DETAILS ARE SCHEMATIC IN NATURE AND ARE PRESENTED HERE TO
CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO
AIR POCKETS UNDER FIELD APPLIED TAPE WRAPS.
6. ALL WELD ROD TO BE 6012 OR APPROVED EQUAL.
BUTT -STRAP JOINT WITH TAPE WRAP AND MORTAR COATING %2
NOT TO SCALE i�
DANIlL � Ana
Consulting Engineers
Laguna Its CA 92653 {949j766 -2600
�+ 44497 ! •7O&
CT MANAGER RCE NO. DATE
12010e ,JL8 U RECORD DRAWING
DATE BY DESCRIPTION
REVISIONS
RECORD DRAWING
PHIS IS A RLCORD DRAWING OF I HE FACB,YFIF.S IDENTIFIED
IN TIIE TITLE BLOCK ONLY AND HAS BEEN PREPARFD IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY/ DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
APPROVED
C -3411
IRVINE AVENUE
WATER MAIN REPLACEMENT
MISCELLANEOUS DETAILS
CITY OF NEWPORT BEACH W-5305-S
PUBLIC WORKS DEPARTMENT SHEET 11 OF 34
MICHAEL SINACDRI R.C.E. 46214
PRINCIPAL CIVIL ENGINEER
DATE
APP'D
DESIGNED JPS
DRAWN CADD
CHECKED JLB
DATE 07/04
C -3411
IRVINE AVENUE
WATER MAIN REPLACEMENT
MISCELLANEOUS DETAILS
CITY OF NEWPORT BEACH W-5305-S
PUBLIC WORKS DEPARTMENT SHEET 11 OF 34
IRVINE AVENUE
SEWER MAIN REPLACEMENT
SEPTEMBER
PROJECT NO. 168
APPROVED :
ROBIN B. HAMERS
MANAGER /DISTRICT ENGINEER
PREPARED BY :
Lr. BOYLE
MANAGER
No. 41497
E* 331
2004
PHASE
R.C.E. 31720
R.C.E. 44497
Damm som I RING
Consulting Engineers
23231 South Pointe Drive, Suite 103
Laguna Hills, CA 92653 (949) 768-26DD
DATE:
DATE:
V2 'fa
RECORD DRAWING
T'IIIS IS A RECORD DRA WING OF THE FACILITIES IDEN"171,11?D
IN TIIE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATTON COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY F,RROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND A'1' SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
H:\NO3 \110 \plans \dwg \REC0RD DRAWINGS \CVRCM1.dwg 01/17/06 9:16om PLOT Al 1 =1 D -537
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=1
NDARD SYM
ABBREVIATIONS
- -
CENTERLINE
ABAND
ABANDONED
W
PROPOSED WATER LINE - SIZE AS INDICATED
AB
AGGREGATE BASE
IP
IRON PIPE
AC
ASPHALT CONCRETE OR ASBESTOS CEMENT
W
EXISTING WATER LINE - SIZE AS INDICATED
ACP
ASBESTOS CEMENT PIPE
RW
PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
RW
EXISTING RECYCLED WATER LINE - SIZE AS INDICATED
AV
AIR RELEASE do VACUUM RELIEF VALVE
MJ
MECHANICAL JOINT
AWG
AMERICAN WIRE GAUGE
S
PROPOSED SEWER LINE -SIZE AS INDICATED
NW
NORTHWEST
NO
NUMBER
AWWA
AMERICAN WATER WORKS ASSOCIATION
--
EXISTING SEWER LINE - SIZE AS INDICATED
BC
BEGIN CURVE
PE
EXISTING UNDERGROUND T.V. CABLE
BCR
BEGIN CURB RETURN
R (PL)
PROPERTY LINE
BEG
BEGIN
- -
EXISTING GAS LINE -SIZE AS INDICATED
PP
POWER POLE
PSI
PRESSURE (POUNDS PER SQUARE INCH)
BF
BLIND FLANGE
PVC
EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED
BFV
BUTTERFLY VALVE
R (RAD)
EXISTING STORM DRAIN - SIZE AS INDICATED
BLK
BLOCK
READ
EXISTING TELEPHONE CONDUIT
BM
BENCHMARK
RW
RECYCLED WATER
BO
MANUAL DRAIN AND BLOWOFF ASSEMBLY
RWV
EXISTING FIBER OPTIC CABLE
S
SOUTH, SLOPE OR SEWER
SCE
SOUTHERN CALIFORNIA EDISON
CB
CATCH BASIN
SD
EXISTING POWER CABLE
CCP
CONCRETE CYLINDER PIPE
FM
EXISTING SEWER FORCE MAIN - SIZE AS INDICATED
CF
CURB FACE
SS
STAINLESS STEEL
CIP
CAST IRON PIPE
STL
EXISTING RIGHT -OF -WAY LINE
SW
SOUTHWEST
THK
THICK
CL
CLASS
-
EXISTING CONCRETE CURB
CML&C
CEMENT- MORTAR LINED do COATED
UG
EXISTING EDGE OF PAVEMENT (E.P.)
CMSD
COSTA MESA SANITARY DISTRICT
W
PROPOSED WATER VALVE
CNB
CITY OF NEWPORT BEACH
1G
ANGLE
CONC
CONCRETE
EXISTING WATER VALVE
TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET
'^
FH
PROPOSED FIRE HYDRANT (F.H.)
CONT
CP
CONTINUOUS
CATHODIC PROTECTION
TO BRISTOL STREET
EXISTING FIRE HYDRANT (F.H.)
CPLG
COUPLING
PROPOSED WATER SERVICE RECONNECTION
CTR
CENTER
T -7
TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION
(CL)
CENTERLINE
TRAFFIC CONTROL FOR !RWD 12" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE
EXISTING WATER METER (W.M.) - SI GLE
(
DIA
I
DIAMETER
EXISTING WATER METER (W.M.) - UBLE
DI
DUCTILE IRON
AV
PROPOSED AIR RELEASE AND VACU M RELIEF VALVE
DIP
DUCTILE IRON PIPE
DWG
DRAWING
EXISTING AIR RELEASE AND VACUUM RELIEF VALVE
E
EAST
80 m
PROPOSED BLOWOFF ASSEMBLY
EC
END CURVE
EXISTING BLOWOFF ASSEMBLY
EL
ELEVATION
ENGR
ENGINEERING
®
PROPOSED CATHODIC TEST STATION
ETC
ETCETERA
EXISTING CATHODIC TEST STATION
EXIST (EX)
EXISTING
EXISTING CATCH BASIN (C.B.)
FL
FLOWLINE
F (FLG)
FLANGE
- - -- -
EXISTING MANHOLE (M.H.)
FG
FINISHED GRADE
-- -
EXISTING ELECTRICAL OR TELEPHONE VAULT
FH
FIRE HYDRANT
EXISTING FENCE
FIP
FEMALE IRON PIPE THREAD
FM
FORCE MAIN
EXISTING POWER POLE
FS
FINISHED SURFACE
B
UTILITY POTHOLE LOCATION
FT
FEET
EXISTING TREE
FUT
FUTURE
EXISTING SHRUBS
FWY
FREEWAY
GA
GAUGE
- --
EXISTING PIPE ENCASEMENT -TYPE AS INDICATED
GAL
GALLON
©
ORANGE COUNTY ASSESSORS PARCEL NUMBER
GALV
GALVANIZED
OR ALIGNMENT BEARING
GB
GRADE BREAK
2
DENOTES DETAIL NUMBER
GV
GATE VALVE
DENOTES SHEET NUMBER
HP
HIGH POINT
BEACH
HL MW rCN N
BEACH
PROJECT
VICINI T Y
s
�-%2
VICINITY MAP
MJl N c_
COUNTY
Ii
I 1
i
i.
A
AM IF FPS 1Fr
LANE
HORIZ
HORIZONTAL
ID
INSIDE DIAMETER
INV
INVERT
INSUL
INSULATED
IP
IRON PIPE
IRWD
IRVINE RANCH WATER DISTRICT
LF
LINEAR FEET
LT
LEFT
MAX
MAXIMUM
MH
MANHOLE
MI
MILE
MIN
MINIMUM
MJ
MECHANICAL JOINT
N
NORTH
NE
NORTHEAST
NW
NORTHWEST
NO
NUMBER
NTS
NOT TO SCALE
OC
ON CENTER
OD
OUTSIDE DIAMETER
PE
PLAIN END
PCC
POINT OF COMPOUND CURVATURE
R (PL)
PROPERTY LINE
PH
POT HOLE
PO
PUSH -ON
PP
POWER POLE
PSI
PRESSURE (POUNDS PER SQUARE INCH)
PUE
PUBLIC UTITITY EASEMENT
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
R (RAD)
RADIUS
REBAR
REINFORCING STEEL
READ
REQUIRED
RT
RIGHT
RW
RECYCLED WATER
R/W
RIGHT -OF -WAY
RWV
RESILIENT WEDGE VALVE
S
SOUTH, SLOPE OR SEWER
SCE
SOUTHERN CALIFORNIA EDISON
SCH
SCHEDULE
SD
STORM DRAIN
SE
SAND EQUIVALENT OR SOUTH EAST
SHT
SHEET.
SPEC
SPECIFICATION
SS
STAINLESS STEEL
STA
STATION
STL
STEEL
SW
SOUTHWEST
THK
THICK
TC
TOP OF CURB
TS
TRAFFIC SIGNAL (CONDUIT /CABLE)
TYP
TYPICAL
UG
UNDERGROUND
VERT
VERTICAL
W
WEST OR DOMESTIC WATER
WM
WATER METER
1G
ANGLE
IRVINE AVENUE
EET INDEX
SCALE: 1m = 100'
QRpFESS/
QH B° DANlilt10�MlIERING
No. 44497
3rn�p Consulting Engineers
iL 23231 South Pointe Drive, Suite 103
CIVIC �� Laguna Hills, CA 653 (949) 768 -2600
CWF O►1 44497 1117
R JECT ER RCE NO. DATE
SHEET INDEX
SHT. NO.
DESCRIPTION
COVER TITLE SHEET
2
CNB TITLE SHEET (WITH SIGNATURE BLOCKS)
3
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP,
SHEET INDEX (CNB SHEETS ONLY)
4
CONSTRUCIION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES,
CNA GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
5
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 9 +94.00 TO STA. 20 +00.00
6
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20 +00.00 TO STA. 29 +00.00
,'
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 29 +00,00 TO STA. 41 +56.93
8
CNB 24' WATER MAIN PLAN AND PROFILE SHEET - STA. 41 +56.93 TO STA. 51 +26.18
9
C1v18 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 51 +26.18 TO STA, 59 +33.53
^:N t3 8" +tATEP, MAIN PLAN AND PROFILE SHEET - STA. 60 +00.00 TO STA. 63 +27.92
.1
CNB WSCF ANFOUS DETAILS
12
CMSD TITLE SHEET (WITH SIGNATURE BLOCKS)
13
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP,
SHEET INDEX (CMSD SHEETS ONLY)
14
CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK CMSD GENERAL SEWER NOTES,
PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
15
CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - IRVINE AVENUE - STA. 90 +00.00 TO STA. 95+41.37
CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - MESA DRIVE - STA. 0+79.46 TO STA. 1+47.79
16
CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE - STA. 199 +80.00 TO STA. 200+826±
1 %
IRWD i ITLE- SHEET (W1 T H SIGNATURE BLOCKS)
!ti
STANDARD SYMBOLS & ABBREVIATIONS, VICINITe MAP, SHEET INDEX MAP,
SHEET INDEX (IRWD SHEETS ONLY)
CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL. NOTES,
PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
IRWD 12 " WATER MAIN PLAN AND PROFILE - STA. 70 +00.00 TO STA, 79 +00.00
21
IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79 +00.00 TO STA. 83 +72.5±
P '
OORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN
23
Ch -;t
CORROSION PROTECTION Df_TAR S FOR CN6 24" WATER MAIN
'4
C -3
CORROSION PROTECTION -DETAILS FOR CNB 24" WATER MAIN
TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND.
TRAFFIC CONTROL FOR CNB 8" WATER MAIN IRVINE AVENUE FROM UNIVERSITY AVENUE
TO MIRA LOMA PLACE
?h.
T
TRAFFIC CONTROL FOR CNB 24 "" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE
TO MESA DRIVE
-.
T -3
TRAFFIC CONTROL FOR CNB 24" WATER MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION
3
T-4
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM MESA DRIVE
TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET
'^
T `;
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL
TO BRISTOL STREET
30
T -6
TRAFFIC CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE
TRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION
31
T -7
TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION
TRAFFIC CONTROL FOR !RWD 12" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE
10 MIRA LOMA PLACE
y
TRAFFIC CONTROL. FOR IRWD 12" WATER MAIN IRVINE ,AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE
34
sus
TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE AT MESA DRIVE: INTERSECTION
112010e JLB IZL RECORD DRAWING
DATE BY DESCRIPTION
REVISIONS
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACI.ITTFS IDENTIFIED
IN THE TITI.E BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILI. NOT BE
RESPONSIBLE FOR ANY ERROR(S) OR OMESSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME, LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BF, FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY IDISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
APPROVED
ROBIN D. HAMERS R.C.E. 31720
MANAGER /DISTRICT ENGINEER
COSTA MESA SANITARY DISTRICT
DATE
APPS, DESIGNED JPS DRAWN GADD
CHECKED JLB DATE 07/04
IRVINE AVENUE
SEWER MAIN REPLACEMENT
STANDARD SYMBOLS do ABBREVIATIONS
VICINITY MAP, INDEX MAP, SHEET INDEX
COSTA MESA 166-1
SANITARY DISTRICT SHEET 13 OF 34
w
Aim 01
i
0
u
z
m)
J
L
S
u
T
91
COSTA MESA SANITARY DISTRICT
GRAVITY SEWER
fmm DESOFU TION
O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
©0 21' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
O 18' EXTRA STRENGTH VITRIFIED CLAY PIE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
© 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
© 8' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
©4 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S -100 -A WITH 72"
ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON
T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER
(AMERON) SPECIFICATIONS.
© CONSTRUCT 48' MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLASTIC
(POLYVINYL CHLORIDE) R OVED EQUAL.
NSTALL IN R ER MANUFACTURER SPECIFICATIONS.
O CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S -102. USE 72"
ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG.
NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK
LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS.
©7 ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER.
PLUG ABANDONED LINE.
O REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW
GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG
INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS
AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE,
COSTA MESA.
12° SEWER FORCE MAIN
REM DESOFVP110N
O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
!� INSTALL 12' PVC AWWA C900 PIE AND FITTINGS (CLASS 200)
WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS
PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL
FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD
DWG NO. S -112.
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER
PUMP STATION PER DETAIL 1
16
42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER
FORCE MAIN PER DETAIL 3
16
•
THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN
OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO.
1917 BEING N60.03'22'E PER RECORDS ON FILE IN THE OFFICE OF THE
ORANGE COUNTY SURVEYOR.
BENCHMARK:
3N -60 -89 ELEV =50.52 DATUM =NGVD 29/1995 OCS ADJUSTED
DISCRIBED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK
STAMPED 3N -60-89 OCATED AT THE SOUTHERLY PORTION OF THE
INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE
CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT.
CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE
AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET,
4 FT. BEHIND THE CURB.
"CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE
ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL
CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES,
INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH.
INTERRUPTION OF. DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE
CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.1(J),
WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS
WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT
OF ENGINEER IN PROVIDING ITS SERVICES."
rm
BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO
INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING,
THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE
TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH
CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE,
ACTIVE OR PASSIVE, OF CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING. AS WELL AS THEIR
AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION
SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH
OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE
WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE
ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY
APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY
REGARDING COVERAGE.
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE 1NGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
R1
's
CONSTRUCTION
NOTES-
CMSD GENERAL SEWER NOTES
PUBLIC AGENCIES &
UTILITIES
CI T Y O F N E W P 0 R 7 BEACH
1 C 'J 1 I �� L i-C A N C f i W A I E_ !LC � � �� R I L 1
�_
CMSD STANDARD SEWER NOTES
UNDERGROUND SERVICE ALERT
(8013) 227 -2600
24" DOMESTIC WATERLINE
12" DOMES-TIC. WA T E R L I N E
1,
THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA
CITY OF NEWPORT BEACH (UTILITIES) - UTILITY CLERK
5949 6443011 DAY)
rmm
Q95-QEI PTIQN
6TEm
�SORIPTiON
SANITARY DISTRICT.
(949; 644-3717 NIGHT)
�J
CONSTRUCT 24" CML &TW STEEL PIPE (1/4" MIN PL.AFE 'THICKNESS)
REPLACE TRAFFIC SIGNAL LOOPS PER PROJEC "I" Et!F1CA ?lUta_;.
2.
CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT
COSTA MESA SANITARY DISTRICT - ROBIN HAMERS
(949) 631 -1731
TRENCHING AND BEDDING PER DETAIL
(c,0
INSTALL 12° PVC AWWA C900 (CL 200) PIPE AND F11 iIN°S,
ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK,
TELEPHONE: (949) 631 -1731
IRWD SYSTEMS OPERATORS - STEVE HABIGER
(949) 453 -5745
Q
INSTALL 4" PERFORATED PVC (SCH 80) PIPE WRAPPED IN 3/4"
TRENCHING AND BEDDING PER !RWD STD. DWG, NO W--
. i1.
3.
ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE
IRWD CONSTRUCTION SERVICES GROUP -ANTS UIGA
(949) 453 -5566
CRUSHED ROCK PER DETAIL ��
61
INSTAI.i_ 8" PVC AWWA 900 (CL '200 PIPE AND FITT'tl'- --.
)
CONSIDERED UNACCEPTABLE.
IRWD INSPECTION -MIKE JACK
(949) 453 -5815
6
TRENCHING AND HEDDI!vG PER iP,WD STD. DWG NO. `vV -ii.
O
INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
(6 j
INSTAL(. 6" FV._. 0900 (CL 200) PIPE AND FI F1INC S.
4.
CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF
WORK FROM THE COSTA MESA SANITARY DISTRICT,
IRVINE RANCH WATER DISTRICT MAIN OFFICE
(949) 453 -5300
.-AWWA
TRENCHING AND BEDDING PER DETAIL.
TRENCHING AND Bi =DOING E'ER IRWD STD. DWG. NO. W -I1
77 FAIR DRIVE. TELEPHONE: (714) 754 -5307
MESA CONSOLIDATED WATER DISTRICT - 808 McVICKER
(949) 356 -4055
11
63
INSTALL 4" PVC AWWA 0:900 (CI. 200) PIPE AND FFiT!NG�'.
5.
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY
PEELER MEDIA COMPANY - CARLOS URIAS
(714) 289 -2018
O
INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS.
TRENCHING AND BEE_ >D,rrc PLF. IRWD STD. DWG. 110. W -iI,
THE LOCAL GOVERNING AGENCY.
TRENCHING AND BEDDING PER DETAIL
(64)
INSTALL 12" GtG 13F`✓ (C!_ 150) PER IRD STD. DWG, N0. dv ?
W
6.
CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD
COUNTY OF ORANGE, PFRD - DAVE PICKRELL
(714) 567 -7866
11
INSTALL 24" FLG BFV (CL. 250) PER CITY OF NEWPORT BEACH
65
INSTALL 8" FL_GxPt1SH -Ci1,� RWV (CL 150) PER IRWD S'?D.
PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES.
ICGTEL -DAVE ULRICH
(949) 8841267
J
STD - 510 -L -C AND STD-511 -L.
DWG. NO. W--7.
7.
SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S
MCIWORLDCOM - CHARLES WELCH
(972) 856 -6016
APPROVAL.
INSTALL 8•' FLGxM,J RWV (CL 200) PER CITY OF NEWPORT BEACH
_
66
INSTALL FIRE HYDRa117T ASSLMBL -Y PER IR1A/D STD. DWG.
MEDIAONE - BRIAN CATON
(714) 549 -7590
STD-510-L-C AND STD-511 -L.
NO, W -6.
8.
PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE
U
INSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH
(7
REMOVE EYIS:'ING FIRE 11 ORAN LATERAL AND FIRE H�'Dr AN-I_:.
LEFT 6' BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED. FRAMES
AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105.
METROPOLITAN WATER - MARCO BUNTICH
(213) 217 -6679
STD 510 -L -C AND STD - 511 -L.
SALVAGE FIRE H YDRANTS AND DELIVER TO IRWD OPERAr'0h5
NEXTLINK - BUD SMITH
(714) 4346614
CENTER AT 35i_' !CHr -I_SvN '-)RIVE, IRVINE CA 9 =612
9.
SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE
�
`8
INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD- 500 -L
BEEN RAISED TO GRADE.
PACIFIC BELL - ENGINEERING
(714) 666 -5454
(J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1.
INSTALL. PLUGS, IHRWti- DLOCK; AND ABANDON EXISTING WATER
MAIN AT NEARED T A ,TIVE CONNEC:T!ON. EXISTING WATE`? MAINS
10,
IF MINUMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET.
COMCAST - JOE BARRIAS
(714) 338 -2061
O9
REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
ARE TO BE ABANDONED AF TER NEW MAIN HAS BEEN PL-Ar�.o IN
SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO.
10
INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT
SERVICE AND AL+ F- RVICE LATERALS FROM THE OLD MAIN HAVE
BEEN TRANFERRFD TO NEW MAIN ABANDON EXISTING VAi.F- IN
S -110 -A OR S- 110 -B.
ORANGE COUNTY WATER DISTRICT - STEVE CONKLIN
(714) 378 -3211
BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP--1,
Pt-ACE, BACKI"a -L VAL` E CANS, REMOVE VALVE COVERS ANC!
11.
ALL TRENCH EXCAVATION AND PIE BEDDING SHALL BE DONE PER STD. DWG. NO.
SC EDISON - WALLACE ZIMMERMAN
(714) 973 -5409
11
ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY.
REPLACE EX. -I IN' AC: Ph v+ Mf -,N
S-112.
SOUTHERN CALIF. GAS CO. - TECHNICAL SUPERVISOR
(714) 8343033
12
INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT
INSTALL 1 DtIMLS ' T k',' WA I LR METER PER IRWD
STD. DWG. NO. w1 -I.
ORANGE COUNTY TRANSPORTATION AUTHORITY
(714) 265 -4332
NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED
(714)
530-6060
AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS
C0)
INSTALL" 4" DOMESTIC WAI''LR C'•?V!CE METER WITH MANIFOLD
FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING
J
ASSEMBLY PER IRWD STD. DWG. id U. W -4.
VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE
EXISTING AC PAVEMENT.
T!
INS ALL WATER ::rU.4LiTY ;;AMP-) !NG STATION PER IRWD STD.
DWCT:. NI). W -2f -
NOTICE
TO CONTRACTOR
13
ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE: HYDRANT LATERAL
AND FIRE HYDRANTS.
_
��
� =;t
CONNECTION AT LINI'�c1=S!TY DRIVE AND IRVINE AVENUE
THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF
ANY UNDERGROUND UTILITIES OR
14
INSTALL BURIED FLANGE INSULATING KIT AND 4-WIR'., TEST STATfUiJ.
SEE DETAII. %i
STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY
A SEARCH OF AVAILABLE RECORDS.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
\ -?!
TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN
ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED. LOCATIONS AND ELEVATIONS OF EXISTING
15
CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION.
UTILITIES AND SUB - STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY.
SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE
UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS,
16
INSTALL" 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR
STD- 502 -L.
STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS
OF ALL UTLITIES SHOWN ON THE DRAWINGS.
COSTA MESA SANITARY DISTRICT
GRAVITY SEWER
fmm DESOFU TION
O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
©0 21' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
O 18' EXTRA STRENGTH VITRIFIED CLAY PIE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
© 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
© 8' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION
JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112.
©4 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S -100 -A WITH 72"
ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON
T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER
(AMERON) SPECIFICATIONS.
© CONSTRUCT 48' MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLASTIC
(POLYVINYL CHLORIDE) R OVED EQUAL.
NSTALL IN R ER MANUFACTURER SPECIFICATIONS.
O CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S -102. USE 72"
ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG.
NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK
LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS.
©7 ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER.
PLUG ABANDONED LINE.
O REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW
GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG
INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS
AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE,
COSTA MESA.
12° SEWER FORCE MAIN
REM DESOFVP110N
O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS.
!� INSTALL 12' PVC AWWA C900 PIE AND FITTINGS (CLASS 200)
WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS
PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL
FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD
DWG NO. S -112.
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER
PUMP STATION PER DETAIL 1
16
42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER
FORCE MAIN PER DETAIL 3
16
•
THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN
OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO.
1917 BEING N60.03'22'E PER RECORDS ON FILE IN THE OFFICE OF THE
ORANGE COUNTY SURVEYOR.
BENCHMARK:
3N -60 -89 ELEV =50.52 DATUM =NGVD 29/1995 OCS ADJUSTED
DISCRIBED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK
STAMPED 3N -60-89 OCATED AT THE SOUTHERLY PORTION OF THE
INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE
CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT.
CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE
AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET,
4 FT. BEHIND THE CURB.
"CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE
ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL
CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES,
INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH.
INTERRUPTION OF. DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE
CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.1(J),
WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS
WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT
OF ENGINEER IN PROVIDING ITS SERVICES."
rm
BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO
INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING,
THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE
TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH
CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE,
ACTIVE OR PASSIVE, OF CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING. AS WELL AS THEIR
AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION
SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH
OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT, AS WELL AS DURING THE
WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE
ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY
APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY
REGARDING COVERAGE.
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE 1NGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
R1
's
-IN_
0
•: 0 F_i 9 _
t
11I_
•
n
0
n
a
J
0
n
m
co
0
0
3
n
LD
z
z
3
21" GRAVITY SEWER MAIN
x SEE SHEET N0. 15
t
C:S
C.
SCALE
201
1
- 4' DIA. CORE 16
- 2" DIA. CORES 2" DIA. CORE
- 19 16 18 17 18
,
_ - -
EXISTING SEWAGE J
PUMP STATION
-" " -- WETWELL
_- -_ EXISTING SEWAGE
- =- PUMP STATION -
_ VALVE VAULT
-�
w .} EXISTING 8 DIP
- a
- - INV. 21.00 II
y BOTTOM OF VAULT
-- - EL. 19.34
CCU
o
s
1
1.
REPLACE EXISTING PIPE -
=- SUPPORT AFTER TEE
INSTALLATION.
K TO SUPPORT
2° BALL VALVE EXISTING FS 27.17
13
y
12
I
�, 11
9
1
-1 8 7 6
,
CUT TO FIT LENGTH
�D' 8
9 10
FOR CONTINUATION OF
v PIPELINE, SEE PLAN AND
PROFILE TO LEFT
12'x8" DI TEE
INV. 17.6
I',
POLYETHYLENE OR I ,
POLYURETHANE ROPE °
TYPE FILLER (TYP.) a
a o
APPLY 1" OF GUN GRATE
ELASTOMERIC SEALANT
IN ANNULAR SPACE (BOTH
SIDES OF MEMBER) TYP.
DI PIPE PER PLAN a a 12' DIA. CORE
°I
`..1
7ON-INSULATING L SEAL '= EXISTING WALL
VICE I i
WALL PENETRATION
NOT TO SCALE
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACH, TIES IDENI'INED
IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
USE VAC
WHILE TIE-IN WORK IS 12" MJxMJ 90• ELL ON THE ENGINEER A D OWNMPII,ED AND FURNISHED BY
OTHERS. THE ENGllVFER AND OWNERS(S) WR.L NOT BE
T- _ BEING DONE. FOR CONTINUATION OF RESFONSIBLE FOR ANY FRROR (S)OROMISSION(S)WHICH
PIPELINE, SEE PLAN AND HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
STA. 200103.38 PROFILE TO LEFT CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOW.. LOCATIONS TILE VARIANCE MAY
HE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
2 REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE 01'1'HE CITY /DISTRICT OR THE
15 1 OWNERS) OF THE UTILITIES INVOLVED.
�:1
RVINE AVENUE
L
L
IONS.
i00
WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS
PER CITY OF NEWPORT BEACH STD-510-L -C. THRUST BLOCK SHALL
FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR
CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD
DWG NO. S -112.
41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER
PUMP STATION PER DETAIL 1
16
42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER
FORCE MAIN PER DETAIL 3
16
1 EXISTING W SEWER
"
1--+ STA. 200 +00.00
M ,
EXISTING 10' DUCTILE
IRON SEWER FORCE M
2
A
-- 4
8 10 7
22
FOR CONTINUATION OF FOR CONTINUATION OF 21
PIPELINE, SEE PLAN AND PIPELINE, SEE PLAN AND
- -- -- 3 PROFILE TO LEFT PROFILE TO LEFT
20
REMOVE EXISTING
IONS" TEE I - - -
r._} Ed
PLAN
MATERIAL UST REMOVE INTERFERING
I PORTIONS OF EXISTTNG
II SEWER FORCE MAIN
L1112M C 13 2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED) f AS REQUIRED. CU LINE.
MJxMJ ((MEGALUG
2'i'Ii9Fh�li- W DI ND 14 2' SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING
PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A,
0' DI BLIN OR APPROVED EQUAL WITH 1/2' NPT OUTLET, INLET AND PLAN
MJ MEGALUG) BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND
4❑ Zal2mxBm DI RREDUCING TEE MINIMUM 5' HOSE FOR FLUSHING.
5 10'x8' FLG 90' DI REDUCING BEND 15 24' DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, llAI UST
3' -6' IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF JxMJ ((MEGAI
8❑ 8" FLG 90' DI BEND OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. 20 12 "i�JX4MJ F DI 90" BEND
WELD 1/4' PLATE TO TOP AND 1/4' DIAMETER STEEL ROD ❑
❑7 8" DRESSER STYLE 131 DISMANTLING "JOINT HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE 21 12" PE P C 0 GTH AS REQUIRED
(L GTH: MIN. - 10 , MAX. - 15 4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER )
FLGxPE FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO MJ MEG LUG
8❑
an -FES DI SPOOL (LENGTH AS REQUIRED) CUT TO FIT COATS "WHITE" GLOSS ENAMEL PAINT. 22 12"x10" DI EDUCER
9 8" FLG DI TEE 16 1/2' PVC (SCH 40) 23 10' PE PVC SPOOL (LENGTH AS REQUIRED)
10 WALL PENETRATION PER DETAIL 18 17 PIPE SUPPORTS ATTACHED TO VAULT WALL 24 10' TRANSITION COUPLING (DRESSER STYLE 36)
OR APPROVED EQUAL WITH STAINLESS STEEL
11 8' BLIND FLANGE WITH 2" F.I.P. OUTLET 18 1/Y 90' ELBOW PVC (SCH 40) HARDWARE.
12 2' CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19 1/2' 450 ELBOW PVC (SCH 40)
(JONES J -1943)
SEWER FORCE MAIN CONNECTION SEWER FORCE MAIN
TO EXISTING PUMP STATION
SCALE: 112" = V -0"
�QN DAnilia ftm ftel"URine
a
4407 0 Consulting Engineers
3 I 4c 23231 South Pointe Drive, 103 1110106 JLB © RECORD DRAWING
C10. Laguna Hills, C' 2653 (949) 768-2600
DATE BY DESCRIPTION
�Cl<GI 44497 I 7 e
JORECT ER RCE NO. DATE F REVISIONS
CONNECTION AT MESA DRIVE
0
I
n
0
n
r ley •y.
SCALE: 1/2" = V -0" C
APPROVED IRVINE AVENUE
ROBIN B. HAMERS R.C.E. 31720 SEWER FORCE MAIN REPLACEMENT
PLAN AND PROFILE
MANAGER/DISTRICT ENGINEER
COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6±
DATE
APP'D DESIGNED JpS DRAWN CARD COSTA MESA 168-1
CHECKED JLB DATE 07/04 SANITARY 01STRICT SHEET 16 OF 34
1
aZ
CONSTRUCTION PLANS
FOR THE
RVINE AVENUE
kv
APPROVED:
IRVINE RANCH WATER DISTRICT
DIRECTOR OF ENGINEERING AND PLANNING
GREGORY P. HEIERTZ R.C.E. 33084 DATE
PROJECT NO. 10364
IRVINE RANCH
WATER DISTRICT
SEPT'EM
SUBMITTED BY:
DANIEL BOYLE ENGINEERING
31, 2006)
Rim®
k
Consulting Engineers
23231 South Pointe Drive, Suite 103
Laguna Hills, CA 92653 (949) 768 -2600
IM 44487
E',331
RECORD DRAWING
THIS IS A RECORD DRAWING OF THE FACII,CISES IDENTIFIED
IN TUE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY
OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE
RESPONSIBLE. FOR ANY ERROR(S) OR OMISSION(S) WHICH
HAVE- BEEN INCORPORATED INTO THIS DRAWING. ACTUAL
CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE
PRESENCE OF AN EMPLOYEE OF TI IE CITY / DISTRICT OR THE
OWNER(S) OF THE UTILITIES INVOLVED.
SHEET 17 OF 34
w
.Ti•
aANDARD SYMBOLS
W
RW
RW
NO. DATE
AV
0
2
12 -
CENTERLINE
PROPOSED WATER LINE - SIZE AS INDICATED
EXISTING WATER LINE - SIZE AS INDICATED
PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED
EXISTING RECYCLED WATER LINE - SIZE AS INDICATED
PROPOSED SEWER LINE - SIZE AS INDICATED
EXISTING SEWER LINE - SIZE AS INDICATED
EXISTING UNDERGROUND T.V. CABLE
EXISTING GAS LINE - SIZE AS INDICATED
EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED
EXISTING STORM DRAIN - SIZE AS INDICATED
EXISTING TELEPHONE CONDUIT
EXISTING FIBER OPTIC CABLE
EXISTING POWER CABLE
EXISTING SEWER FORCE MAIN - SIZE AS INDICATED
EXISTING RIGHT -OF -WAY LINE
EXISTING CONCRETE CURB
EXISTING EDGE OF PAVEMENT (E.P.)
PROPOSED WATER VALVE
EXISTING WATER VALVE
PROPOSED FIRE HYDRANT (F.H.)
EXISTING FIRE HYDRANT (F.H.)
PROPOSED WATER SERVICE RECONNECTION
EXISTING WATER METER (W.M.) - SINGLE
EXISTING WATER METER (W.M.) - DOUBLE
PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE
EXISTING AIR RELEASE AND VACUUM RELIEF VALVE
PROPOSED BLOWOFF ASSEMBLY
EXISTING BLOWOFF ASSEMBLY
PROPOSED CATHODIC TEST STATION
EXISTING CATHODIC TEST STATION
EXISTING CATCH BASIN (C.B.)
EXISTING MANHOLE (M.H.)
EXISTING ELECTRICAL OR TELEPHONE VAULT
EXISTING FENCE
EXISTING POWER POLE
UTILITY POTHOLE LOCATION
EXISTING TREE
EXISTING SHRUBS
EXISTING PIPE ENCASEMENT - TYPE AS INDICATED
ORANGE COUNTY ASSESSORS PARCEL NUMBER
OR ALIGNMENT BEARING
• DENOTES DETAIL NUMBER
•DENOTES SHEET NUMBER
PROPOSED WATER QUALITY SAMPLING STATION
CALL
CONTRACTOR SHALL NOTIFY
TOLL FREE
UNDERGROUND SERVICE ALERT
800 - 227 -2=
A HOURS
AC
PRIOR TO BEGINNING ANY
I1-
TWO WORIOHC DAYS
CONSTRUCTION WORK.
B ff0RF YOU DIG
SEE GENERAL NOTES FOR
ANSI
FURTHER INFORMATION.
Underground Service Alert
AV
AIR RELEASE & VACUUM RELIEF VALVE It (PL)
REVISIONS
1120106 1 NieCONO DRAWING
APPROVED DESIGN-
J.P.S.
DRAWN:
W.J.K.
CHECKED:
J.L.B.
ABBREVIATIONS
ABAND
ABANDONED
NTS
AS
AGGREGATE BASE
OC
AC
ASPHALT CONCRETE OR ASBESTOS
CEMENT OD
ACP
ASBESTOS CEMENT PIPE
PE
ANSI
AMERICAN NATIONAL STANDARDS INSTITUTE
PCC
AV
AIR RELEASE & VACUUM RELIEF VALVE It (PL)
AWG
AMERICAN WIRE GAUGE
PH
AWWA
AMERICAN WATER WORKS ASSOCIATION PO
BC
BEGIN CURVE
PP
BCR
BEGIN CURB RETURN
PSI
BEG
BEGIN
PUE
BF
BLIND FLANGE
PVC
BFV
BUTTERFLY VALVE
PVMT
BLK
BLOCK
R (RAD)
BM
BENCHMARK
REBAR
SO
MANUAL DRAIN AND BLOWOFF ASSEMBLY READ
CB
CATCH BASIN
RT
CCP
CONCRETE CYLINDER PIPE
RW
CF
CURB FACE
R/W
CIP
CAST IRON PIPE
RWV
CL
CLASS
S
CML&C
CEMENT- MORTAR LINED & COATED
SCE
CMSD
COSTA MESA SANITARY DISTRICT
SCH
CNB
CITY OF NEWPORT BEACH
SO
CONC
CONCRETE
SE
CONT
CONTINUOUS
SHT
CP
CATHODIC PROTECTION
SPEC
CPLG
COUPLING
SS
CTR
CENTER
STA
q- (CL)
CENTERLINE
STL
DIA
DIAMETER
SW
DI
DUCTILE IRON
THK
DIP
DUCTILE IRON PIPE
TC
DWG
DRAWING
TS
E
EAST
TYP
EC
END CURVE
UG
EL
ELEVATION
VERT
ENGR
ENGINEERING
W
ETC
ETCETERA
WM
EXIST (EX)
EXISTING
1'1
FL
FLOWLINE
F (FLG)
FLANGE
FG
FINISHED GRADE
FH
FIRE HYDRANT
FIP
FEMALE IRON PIPE THREAD
FM
FORCE MAIN
FS
FINISHED SURFACE
FT
FEET
J�
FUT
FUTURE
o°
FWY
FREEWAY
y�y
GA
GAUGE
ego
GAL
GALLON
y <
o r t
GALV
GALVANIZED
'
GB
GRADE BREAK
GV
GATE VALVE
,
HP
HIGH POINT
HORIZ
HORIZONTAL
SEAL
ID
INSIDE DIAMETER
BEACH W
INV
INVERT
t 9$e
INSUL
INSULATED
HLWTAHGTON
IP
IRON PIPE
BEACH
IRWD
IRVINE RANCH WATER DISTRICT
LF
LINEAR FEET
LT
LEFT
MAX
MAXIMUM
PRO JEC T
MH
MANHOLE
VICINI T Y
MI
MILE
MIN
MINIMUM
MJ
MECHANICAL JOINT
N
NORTH
NE
NORTHEAST
NW
NORTHWEST
NO
NUMBER
RECORD DRAWING
I1 LIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED
IN 1'I IE -IITLL, BLOCK ONLY AND HAS BEEN PREPARED IN PART
ON THE BASIS OF INFORMATION COMPILED AND FORNISHFD BY
OTHERS. THE ENGINEER AND OWNERS(S) WILI, NOT BE
REST'ONSTBI X FOR ANY F,RROR(S) OR OMISSION(S) WHICH
HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL.
CONDITIONS WILL VARY SOMEW1LA1 FROM PILE CONDITIONS
SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY
BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS
REQUIRED, THE FACILITY SHOULD BE FTELD LOCA'1'L•'D IN 'HIE
PRESENCE OF AN EMPLOYEE OF TILE C11 Y / DISTRICT OR'F1LE
OWNER(S) OF THE UTILITIES INVOLVED.
D6N1�r '�t��r'l�ERING tat
Consulting Engineers [ME RANCH
23231 Sous, Pointe Drive. Suite 103 HATER DmmCT
Laguna H91s, CA 92653 (949) 768-2600
LA
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
PLAIN END
POINT OF COMPOUND CURVATURE
PROPERTY LINE
POT HOLE
PUSH -ON
POWER POLE
PRESSURE (POUNDS PER SQUARE INCH)
PUBLIC UTILITY EASEMENT
POLYVINYL CHLORIDE
PAVEMENT
RADIUS
REINFORCING STEEL
REQUIRED
RIGHT
RECYCLED WATER
RIGHT-OF -WAY
RESILIENT WEDGE VALVE
SOUTH, SLOPE OR SEWER
SOUTHERN CALIFORNIA EDISON
SCHEDULE
STORM DRAIN
SAND EQUIVALENT OR SOUTH EAST
SHEET
SPECIFICATION
STAINLESS STEEL
STATION
STEEL
SOUTHWEST
THICK
TOP OF CURB
TRAFFIC SIGNAL (CONDUIT /CABLE)
TYPICAL
UNDERGROUND
VERTICAL
WEST OR DOMESTIC WATER
WATER METER
ANGLE
9R�a �
REA
NEWPORT
BEACH
v
C�6
�cc
co
\�L
ORANGE
ORANGE
r
AiVYME
DANA \
Q� POINT
VICINITY MAP
NOT TO BC:ALE
JUAN
PRINCIPAL ENGINEER
STEVEN L. MALLOY RCE 31926
17
COUNTY
0
DATE
IRVINE AVENUE LAW
EWIVE
SHEET
MAP
SHEET INDEX
Ste. NO
DESCRIPTION
:O'YEEt Ii1LE SH-IT
CNB TITLE SHEE.I (W11H SIGNATURE BLOCKS)
STANDARD SYMBOLS & ABBREVIATIONS. VICINITY MAP, SHEET INDEX MAP;
SHEET INDEX (CN6 SHEETS ONLY)
1
^ONSTRUC'TION MOTES, BASIS OF BEARINGS; BENCH MARK, PUBLIC AGENCIES & UTILITIES,
CN9 GENERAL 'HATER NOTES, NO`fiCE TO CONTRACTOR, JOB SITE SAFETY
CNB 24" 'WATER MAIN PLAN AND PROFILE SHEET - STA. 9 +94.00 TO STA, 20+00.00
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20+00.00 TO STA. 29 +00.00
CNB 24" WATER MAIN PLAN AND PROFILE ;HEFT - STA. 29 +00.00 TO STA. 41 +56.93
CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA 41 +56.93 TO STA, 51 +26.78
CNB 24" WATER MAIN PI -AN AND PROFILE SHEET STA. 5I +26.18 T9 STA. 59 +33.53
i0
:NB 8° WATER MAIN FLAN AND PROFILE SHEET STA. 60+00.00 TO STA. 63+27.92
CNB MISCELLA.NEOU'S DE TAILS
CMSD TITLE SHEET (WITH SIGNATURE BLOCKS)
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP,
SHEET INDEX (CMSD SHEETS ONLY)
i
CONSTRUCTION NOTES: BASIS OF BEARINGS, BENCH MARK, CMSD GENERAL SEWER NOTES,
PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
CMSD GPAVITY SEWER MAIN PLAN AND PROFILE IRVINE AVENUE - STA. 90+00.00 TO STA. 95 +41.37
CMSD GRAVITY SEWER MAIN PLAN AND PROFILE MESA DRIVE - STA. 0+79.46 TO STA. 1+47.79
C
CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE - STA. 199+80.00 TO STA. 200 +82.6±
17
IRWD TITLE SHEET (WITH SIGNATURE BLOCKS)
18
STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP,
SHEET INDEX (IRWD SHEETS ONLY)
19
CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL NOTES,
PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY
20
IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 70+00.00 TO STA. 79 +00.00
21
IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79+00.00 TO STA. 83+72.5±
-I
CORROSION FROTLC LION Pi-AN AND GENERAL NOTES � OP, CNB 24 WATER MAIN
UP -2
CORROSION PROTECTION DETAILS FOR CfdB 24" WATER MAIN
u ;f'
CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN
Et5
TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND.
FRAFFIC CONTROL FOR CNB 8" WATER MAIN - IRVINE AVENUE FROM 'UNIVERSITY AVENUE
TO MIRA LOMA PLACE
:3
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE
TO MESA DRIVE
?
RAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION
26 4
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM MESA DRIVE
TO SANTA ANA DELHI CHANNEL., IRVINE AVENUE AT BRISTOL STREET
,.,
TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL
10 BRISTOL STREET
-r
TRAhF iC' CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE
TRAFFIC: CONTROI. FOR CMSD 12" SEWER FORCE MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION
31 --
TIi.4FF1,' C'ON'TROL FOP. CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION
32 T -8
TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE
TO MIRA LOMA PLACE
33 T -9
TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE
34 T -10
TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION
IRVINE RANCH WATER DISTRICT
IRVINE AVENUE WATER MAIN
REPLACEMENT
PROJECT NO. 10364
SHEET
STANDARD SYMBOLS AND
ABBREVIATIONS, VICINITY MAP, 18
SHEET INDEX MAP, SHEET INDEX OF
34
CITY OF NEWPORT 6EAC;
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I Z� 2
IRVINE AVE
NEW 24" CML &TW
WATER MAIN -
1 —ANODE CTS
SEE DETAIL 1
SHT CP -2
2
NEW 24" CML&TW t1 +off --
INSULATING FLANGE BONDED MECHANICAL
ON EAST 24" FLANGE JOINT (TYP) SEE
OF TEE SEE DETAIL 2
ON CP -2 NEW 8" PVC
\ Y (SEE GEN CP NOTE 11)
ABANDONED 12
�3 + \A E
+
PING � EXISTING 12" RCSCP
CML &TW TO
BE ABANDONED)
EXISTING
\" ACP 4 —W INS. FLANGE
CTS. SEE DETAIL
2 ON CP-2
ALUMINO- THERMIC
WELD (TYP).
SEE±
7
CP-
SEE ABLE
.
I n _-
j
NEW 6" PVC —
��x
00
NEW 24" CML&TW--/
\BURIED INSULATING
FLANGE SEE DETAIL 2
0 SHEET CP -2
-A1- 6 HMWPE
4 HMWPE
(TYP)
COUPLING
yl �3" (TYP)
SWRFAGES SI AI I BF WRAPPED WITU WAX
1 —No 6 ', 1� TAO& 1\ OP491 IAI 1 V WRAP At I ROD$ RQ Tg ".
HMWP
2. —No WP WIRES ACROSS VALVE OR
COUPLING. WIRES CAN BE WELDED DIRECTLY
TO FLANGE. JUMPER FROM PIPE TO VALVE
OR FOLLOWER IS No 6 HMWPE.
2 —No 4 HMWPE �_ a 3. INSTALL BOND WIRES BEFORE WAX TAPE.
(TYP) 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE.
VALVE (OR FLANGES)
MECHANICAL JOINT BONDING
NTS
a,
1
CP_
CONN TO
EXIST DIP
�P
S t(P
BRIDGE
EXIST
6" PVC
%Y 6" DIP (PE
ENCASED)
•
EXISTING 24"
CML&C ON
BRIDGE l/
�0-
c�
CONNECT TO
EXIST. 6" PVC
(24 "X x 24" x 6')
i
a
a
1— CORROSION
TEST STATIONS
Weight %
Ig
.01 Max
CORROSION TEST
IRVINE AVE
NEW 24" CML &TW
WATER MAIN -
1 —ANODE CTS
SEE DETAIL 1
SHT CP -2
2
NEW 24" CML&TW t1 +off --
INSULATING FLANGE BONDED MECHANICAL
ON EAST 24" FLANGE JOINT (TYP) SEE
OF TEE SEE DETAIL 2
ON CP -2 NEW 8" PVC
\ Y (SEE GEN CP NOTE 11)
ABANDONED 12
�3 + \A E
+
PING � EXISTING 12" RCSCP
CML &TW TO
BE ABANDONED)
EXISTING
\" ACP 4 —W INS. FLANGE
CTS. SEE DETAIL
2 ON CP-2
ALUMINO- THERMIC
WELD (TYP).
SEE±
7
CP-
SEE ABLE
.
I n _-
j
NEW 6" PVC —
��x
00
NEW 24" CML&TW--/
\BURIED INSULATING
FLANGE SEE DETAIL 2
0 SHEET CP -2
-A1- 6 HMWPE
4 HMWPE
(TYP)
COUPLING
yl �3" (TYP)
SWRFAGES SI AI I BF WRAPPED WITU WAX
1 —No 6 ', 1� TAO& 1\ OP491 IAI 1 V WRAP At I ROD$ RQ Tg ".
HMWP
2. —No WP WIRES ACROSS VALVE OR
COUPLING. WIRES CAN BE WELDED DIRECTLY
TO FLANGE. JUMPER FROM PIPE TO VALVE
OR FOLLOWER IS No 6 HMWPE.
2 —No 4 HMWPE �_ a 3. INSTALL BOND WIRES BEFORE WAX TAPE.
(TYP) 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE.
VALVE (OR FLANGES)
MECHANICAL JOINT BONDING
NTS
a,
1
CP_
CONN TO
EXIST DIP
�P
S t(P
BRIDGE
EXIST
6" PVC
%Y 6" DIP (PE
ENCASED)
•
EXISTING 24"
CML&C ON
BRIDGE l/
�0-
c�
CONNECT TO
EXIST. 6" PVC
(24 "X x 24" x 6')
CONNECT TO
EXISTING 8" PVC
NEW 24" CML&TW
WATER MAIN
EXIST 24" CML &C
ON BRIDGE
4 -W INS FLANGE
CTS (TYP)
NEW 24" CML &TW
INSULATING FLANGE
SEE DETAIL 2, CP -2
13 24"X16" REDUCER
58 +00
S9�Op --
EXISTING
16" CML &C
R,
J
!o�
in
13 00 1
GENERAL CORROSION PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS AND TECHNICAL SPECIFICATION SECTION 13120.
2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE.
3. AT -GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE
TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE
STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES.
B. USE CHRISTY MODEL G5 TEST BOX.
C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL NO ROCK, GRAVEL, OR SAND.
E. INSTALL REINFORCED CONCRETE PAD (26" SO. x 4" THICK) AROUND TEST BOXES IN
UNPAVED AREAS. No. 4 REBAR FOUR PLACES.
F. IDENTIFY TEST LEADS WITH 1 -1/2" DIA. BRASS TAGS. STAMP (1/4' SIZE, PIPE
MAIL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
4. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION
SECTION 13120.
B. INSTALL ANODES 8 FEET OFF OF PIPE.
C. PROTECT ANODE LEAD WIRE WITH ROCK -FREE SHADING AND PADDING. MINIMUM
DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE.
5. BURIED MECHANICAL JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT
INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET
6. WAX TAPE ALL BURIED METALLIC FITTINGS, PER AWWA C217, DETAIL 1 /CP -1 AND
SPECIFICATION SECTION 13120.
7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR /VAC CONNECTION PER
DETAIL 2 ON SHEET CP -3.
8. NO WIRE OR CABLE SPLICES ARE PERMITTED.
9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO- THERMIC WELD
PROCESS SHOWN ON SHEET CP -2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO- THERMIC WELD.
ALL WELDS MUST BE SEPARATED BY 3" MINIMUM.
10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8 -MIL POLYETHYLENE PER AWWA C105.
11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8,
SHT CP -2.
12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT
"AS- BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK.
13. SEE SECTION 13120 FOR TESTING OF CORROSION PROTECTION FACILITIES.
LEGEND - -
®+ 1 —ANODE CTS
i
POTENTIAL
TABLE
1— CORROSION
TEST STATIONS
Weight %
Al
.01 Max
CORROSION TEST
PIPELINE
CTS
CONNECT TO
EXISTING 8" PVC
NEW 24" CML&TW
WATER MAIN
EXIST 24" CML &C
ON BRIDGE
4 -W INS FLANGE
CTS (TYP)
NEW 24" CML &TW
INSULATING FLANGE
SEE DETAIL 2, CP -2
13 24"X16" REDUCER
58 +00
S9�Op --
EXISTING
16" CML &C
R,
J
!o�
in
13 00 1
GENERAL CORROSION PROTECTION NOTES
1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE
DRAWINGS AND TECHNICAL SPECIFICATION SECTION 13120.
2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE.
3. AT -GRADE CORROSION TEST STATIONS:
A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE
TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE
STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES.
B. USE CHRISTY MODEL G5 TEST BOX.
C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX.
D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL NO ROCK, GRAVEL, OR SAND.
E. INSTALL REINFORCED CONCRETE PAD (26" SO. x 4" THICK) AROUND TEST BOXES IN
UNPAVED AREAS. No. 4 REBAR FOUR PLACES.
F. IDENTIFY TEST LEADS WITH 1 -1/2" DIA. BRASS TAGS. STAMP (1/4' SIZE, PIPE
MAIL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE.
4. ANODE INSTALLATION NOTES:
A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION
SECTION 13120.
B. INSTALL ANODES 8 FEET OFF OF PIPE.
C. PROTECT ANODE LEAD WIRE WITH ROCK -FREE SHADING AND PADDING. MINIMUM
DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE.
5. BURIED MECHANICAL JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT
INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET
6. WAX TAPE ALL BURIED METALLIC FITTINGS, PER AWWA C217, DETAIL 1 /CP -1 AND
SPECIFICATION SECTION 13120.
7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR /VAC CONNECTION PER
DETAIL 2 ON SHEET CP -3.
8. NO WIRE OR CABLE SPLICES ARE PERMITTED.
9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO- THERMIC WELD
PROCESS SHOWN ON SHEET CP -2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO- THERMIC WELD.
ALL WELDS MUST BE SEPARATED BY 3" MINIMUM.
10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8 -MIL POLYETHYLENE PER AWWA C105.
11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8,
SHT CP -2.
12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT
"AS- BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK.
13. SEE SECTION 13120 FOR TESTING OF CORROSION PROTECTION FACILITIES.
LEGEND - -
®+ 1 —ANODE CTS
HIGH
POTENTIAL
TABLE
1— CORROSION
TEST STATIONS
Weight %
Al
.01 Max
CORROSION TEST
PIPELINE
CTS
REFERENCED
Cu
0.02 Max
Ni
0.001 Max
Fe
STATION
STA
TYPE
DETAIL
& SHEET
LOCATION
and 0.3 Total Max
My
®♦
4 —WIRE INSULATING FLANGE CTS
1
10 +06
INSULATOR
DETAIL
2, CP -2
IRVINE AVE. EXIST
24" CONNECTION (24"X8" TEE)
T
AIRVAC (SEE GEN CP NOTES 6, 7
2
11 +20
1 ANODE
DETAIL
1, CP -2
AND DETAIL 2, SHT CP -3)
3
16 +50
1 ANODE
DETAIL
1, CP -2
4
21 +50
1 ANODE
DETAIL
1, CP -2
BLOW OFF (SEE DETAIL 3, SHT CP -3)
5
27 +50
1 ANODE
DETAIL
1, CP -2
014
FIRE HYDRANT (SEE DETAIL 1, SHT CP -3)
6
33 +60
1 ANODE
DETAIL
1, CP -2
7
33 +88
INSULATOR
DETAIL
2, CP -2
CONN. TO EXIST
24"
STEEL PIPE.
E
END CAP ON ABANDONED PIPELINE
8
40 +00
INSULATOR
DETAIL
2, CP -2
CONN. TO EXIST
24"
STEEL PIPE.
CML &1W
CEMENT MORTAR LINED TAPE WRAPPED
9
40 +50
1 ANODE
DETAIL
1, CP -2
AND MORTAR OVERCOATED
10
46 +50
1 ANODE
DETAIL
1, CP -2
11
52 +50
1 ANODE
DETAIL
1, CP -2
12
58 +25
1 ANODE
DETAIL
1, CP -2
13
59 +33
INSULATOR
DETAIL
2, CP -2
CONN. TO EXIST
16"
(24 "X16" RED)
ANODE LEAD No. 12 AWG
WITH THWN INSULATION
(WHITE).
HEAT SHRINKABLE SLEEVE
SILVER SOLDER OR
BRAZE CONNECTION
SPECIAL BACKFILL
CLOTH BAG
GALVANIZED STEEL CORE
MAGNESIUM INGOT (48 LBS)
MAGNESIUM ANODE
HIGH
POTENTIAL
Alloy
Composition
Element
Weight %
Al
.01 Max
Mn
0.05 to 1.3
Zn
0.002 Max
Cu
0.02 Max
Ni
0.001 Max
Fe
0.03 Max
Si
0.05 Max
Other
0.05 each Max
and 0.3 Total Max
My
Balance
SPECIAL BACKFILL COMPOSITION
75% GYPSUM
20% BENTONITE
5% SODIUM SULFATE
NOTE:
1. SEE TECHNICAL SPECIFICATIONS FOR
ANODE SOAKING AND INSTALLATION
REQUIREMENTS.
SIDEWALK
rl *11t LiMw:l20612lowti1111WIT_IIN
TEST BOX BEYOND SIDEWALK
CInCWAI V
FOR TEST STATION
TEST BOX IN SIDEWALK WIRING & MOUNTING
"
TEST BOX IN SIDEWALK 6 SEE e
6° SIDEWALK
12 "-I SIDEWALK 12 "-1
i
TAPE
ALUMINO- THERMIC
WELD. (TYP)
SEE e =
A B
8, (TYP)�
SEE NOTE 5
24" CML &TW
2 -N0. 8 HMWPE
PIPE LEAD WIRES
1 -N0. 12 THWN
ANODE LEAD
48 LB. ANODE
SEE CP-
&NOTE 5
2
12'
NOTES:
1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX.
2, WARE TRENCH SHALL BE 24- INCHES DEEP (MIN). PLACE 3- INCHES
OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WARES. COVER
WIRES WITH 6- INCHES OF SAND OR DG. 4 MIL THICK INERT PLASTI 3 CAUTION:OCATHODIC PROTECTION CAB ECBEL TH
WARNING TAPE PRINTED MA
4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF
SIDEWALK AS SHOWIN PER ENGINEER'S DIRECTION.
5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER.
1 -ANODE CORROSION TEST STATION
6 "� CONCRETE TEST 4
2„ BOX SEE DETAIL -
2" IX
4� a
F3
NOTES:
1. SEE GENERAL CP NOTE 4, SHEET CP -1.
2. WARE I.D. TAGS SHALL IDENTIFY PIPE SIZE,
MATERIAL, SERVICE AND STA. NO. (240, CML &TW,
WAT, 11 +00). STAMP WITH 1/4" CHARACTERS.
3. NO I.D. TAG REQUIRED FOR ANODE WIRE.
4. SEE GENERAL CP NOTE 3, SHEET CP -1.
PAVEMENT OR
CONCRETE PAD
26" SO X 4"
THICK IN
UNPAVED AREA
ONLY
:VAKR J.I
ALL FOUR
DES)
1 EACH
0.01 OHM SHUNT
W /BRASS SPLIT.
BOLTS (TYP)
1 -1/2" DIA
BRASS TAG
(TYP) SEE
NOTE No. 2
BELOW
NATIVE SOIL
2 -No. 8
HMWPE WIRES
TO PIPE
1 No. 12 THAN
WIRE TO ANODE
ANODE TEST STATION_ WIRING AND MOUNTING
NTS
c3 _o
fit
WARNING TAPE
2 -No. 8 HI
PIPE I FAFIC
24" CML &TW
INSULATING FLANGE
SEE e
ALUMINO- THERMIC
WELD. (TYP)
SEE DETAIL
2 -N0. 8 HMWPE PIPE LEADS
2 -N0. 10 HMWPE PIPE LEADS
NOTES:
1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX.
2, WIRE TRENCH SHALL BE 24- INCHES DEEP (MIN). PLACE 3- INCHES
OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER
WIRES WITH 6- INCHES OF SAND OR DG.
3, USE 6" WIDE, 4 MiL THICK INERT PLASTIC WARNING TAPE PRINTED WITH
"CAUTION: CATHODIC PROTECTION CABLE BELOW".
4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF
SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION.
5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER.
6. SIMILAR INSTALLATION FOR BURIED VALVE OR TEE.
TO TEST STATION. GASKET - TYPE "E" 71 0 LAM.
FOR CTS WRING AND GLASS W/RECT. O -RING
MOUNTING SEE DETAIL. W/ RECT. 0 -RING
SLEEVE - G10 LAM. GLASS
WASHER- G10 LAM. GLASS
A B THREADED STUD
INSULATING SLEEVE- OR BOLT
(FULL LENGTH)
NUT &STEEL WASHER
(BOTH SIDES) u @
INSULATING WASHER POLYETHYLENE EXT�ETERNALPETROLE
1
(BOTH SIDES) ENCASEMENT WAX TAPE WRAP SEE 0
INSULATING GASKE
TYPE "E° ALUMINO- THERMIC
WELD. (TYP) SEE
O
Al B C D NOTE 3 AND
�
NEW CML &TW
PIPE
SEE NOTE 1
BUTTERFLY VALVE
TO EXISTING PIPE
Its (CML &TW, CML &C
OR DIP).
- 3" TYP
NOTES:
1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU- FLANGE BOLTS
OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT
VALVE BONNET AND BASE.
2. SIMILAR INSTALLATION FOR TEE CONNECTION OR FLANGE PAIR WITHOUT VALVE.
3. NO TEST LEADS REQUIRED AT AIR -VAC OR BLOWOFF INSULATING FLANGES.
4. SEE SPEC SECTION 13120 FOR INSULATOR TESTING REQUIREMENTS.
BURIED INSULATING FLANGE KIT AT VALVE /FLANGE /TEE
29
m
STEP 1 STEP 2 STEP 3
HANDLE
GRAPHITE COVER
�?J STARTING POWDER
6 "1 CONCRETE TEST 4 ETAL POWDER
2„ BOX SEE DETAIL - PAVEMENT OR ETAL DISC
FILE OR GRIND STRIP INSULATION
CONCRETE PAD SURFACE TO FROM WARE APHITE MOLD
4 2" 26" SO X 4" AND BRIGHT MEAL BLE
4. THICK IN
UNPAVED AREA HOLD NELDER FIRMLY
ONLY NTH OPENING AWAY
FROM OPERATOR,
No. 4 REBAR IGNITE STARTING POWDER
(ALL FOUR WELD CAP BITUMINOUS COATING
SIDES) STEP 4 STEP 5 STEP 6
1 -1/2" DIA
BRASS TAG
A B C (TYP) SEE NOTE REMOVE SLAG APPLY 2 COATS PRIMER COAT WITH A BITUMINOUS
FROM CONNECTION AND COVER CONNECTION COMPOUND SEE NOTE 3
No. 2 BELOW SEE NOTE 4 WITH PRE - FORMED WELD
CAP
NATIVE SOIL NOTES:
- 2 -No. 8 HMWPE 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES
TO NEW TAPE WIRES TO PIPE SIDE WELDER IS REQUIRED.
COATED PIPE f -- 2 -No. 10 HMWPE 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES
WIRES TO PIPE APART, MINIMUM.
NOTES:
TO EXISTING 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED
PIPE OR BLIND WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN 1. LOOSELY WRAP POLYETHYLENE TO ALLOW EXCESS MATERIAL ALL AROUND TO
NOTES: FLANGES STUB. OVER - COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING PREVENT STRETCHING DUE TO SOIL PRESSURE.
1. SEE GENERAL CP NOTE 3, SHEET CP -1. BY 2 INCHES MINIMUM. 2. COAT ALL FLANGE BOLTS, NUTS & WASHERS WITH BITUMINOUS COMPOUND
2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB
MATERIAL, SERVICE, STA. NO. AND SIDE OF HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR
FLANGE (24 ", CML &TW, WAT, 18 +00, N). STAMP LOOSENED SHALL BE RE- WELDED AND RE- TESTED. THE SURFACE MUST
BE RE-GROUND AND CLEAN WITH 1/4" CHARACTERS. SHALL BE REMOVED FROM THE WELp RE- WELDING. ALL WELD SLAG
INSULATING FLANGE CTS WIRING AND MOUNTING 6 M -T 7 DI CAST IRON FITTINGS ON PVC PIPE 8
NTS CP -2 NTS CP-2 NTS CP -2
09
�,-- 1
COVER WEIGHT:10 LBS. "
BODY WEIGHT. 61 LBS.
CONCRETE BODY
TRAFFIC RATED
1 1
11 -3/8"
NOTES:
1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED - CHRISTY No.GS.
2. ALL HARES SHALL HAVE 18" MIN. SLACK IN BOX.
3. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE
ROCK, GRAVEL OR SAND IN TEST BOX.
4. PROVIDE 26" SO x 4" THICK REINFORCED CONCRETE PAD
AROUND TEST BOXES AT UNPAVED SITES.
CAST IRON TRAFFIC
COVER MARKED
"CP TEST"
.< -: f<< <:
PAVEMENT OR
CONCRETE PAD
(SEE NOTE 4)
- 14-1/4" -
11-1f8"-
No. 4 REBAR
9 --�
09
�,-- 1
COVER WEIGHT:10 LBS. "
BODY WEIGHT. 61 LBS.
CONCRETE BODY
TRAFFIC RATED
1 1
11 -3/8"
NOTES:
1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED - CHRISTY No.GS.
2. ALL HARES SHALL HAVE 18" MIN. SLACK IN BOX.
3. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE
ROCK, GRAVEL OR SAND IN TEST BOX.
4. PROVIDE 26" SO x 4" THICK REINFORCED CONCRETE PAD
AROUND TEST BOXES AT UNPAVED SITES.
MECHANICAL JOINT -
BONDS. SEE e
CP -1
NEW 24" CML &TW
(SEE NOTE 1)-
h
ill
6" PVC Q
e -- DIP
SECURE ENDS OF PE
WITH 10 -MIL TAPE
INSULATING FLANGE
(NO CTS). SEE
DETAIL 3, SHEET CP -2 8 -MIL POLYETHYLENE ENCASEMENT (PE)
PER AWWA C105
-POLYETHYLENE `ENCASE VALVE PER 1
WAX TAPE _ CP -10
1
NOTE:
1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH DIP OR PVC MAINS.
111M
CML &TW
OR
DIP MAIN
2" COPPER TUBING
2 -1/2" x 2" INSULATING BUSHING
(SEE NOTES 2 AND 3)
BRONZE SERVICE SADDLE
(OR STEEL WELD COUPLING
ON CML &TW PIPE)
NOTES:
1. DO NOT NOT COAT OR WRAP BURIED COPPER PIPING. ENSURE THAT
PIPE IS SURROUNDED BY CLEAN, UNIFORM BACKFILL MATERIAL.
2. INSULATING BUSHING NOT REQUIRED WITH PVC MAIN.
3. FEMALE CONNECTION SHALL BE 2 -1/2" TO ACCOMODATE 2"
INSULATING BUSHING.
" AIR AND VACUUM RELEASE VAL
NTS
2
P -3
SECUI
WITH
TAPE
8 -Mil
ENCA'
PER i
NOTE:
1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED
WITH PVC OR DIP MAINS.
CML &TW TEE
(SEE NOTE 1)
MECHANICAL JOINT
BONDS TYP)
SEE 1
CP -1
EPDXY COAT OR
WAX TAPE DI
FITTINGS
TRAMC REQUIRIENM-
Irvine Ave Maintain min. one lone of traffic in each direction
during working hours
university Qn: Maintain min, one lane of traffic in each
direction during working hours. university Dr. /Del Mar Ave_ may
be closed during the iRWD Stater Main project when work takes
place within the intersection. Work hours to be approved by City
of Newport Beach and County of Orange.
Lieshrhr- L8 {rch St.: Maintain min. one lone of traffic in each
direction- This street may be closed at night or during weekends
when work takes place within the intersection with Irvine Ave..
;York hours to be approved by City of Newport Beach and County
of Orange -
Prohibit left turns when In conflict with construction and when
left tum visibility is restricted by construction.
Working Hours : Northbound lone closure 9orn — 4:30pm
Southbound lone closure lam — 3:30pm
Alf private driveways and side streets shall be kept open at all
times except when construction takes place directly in front of
the driveway /side street. Ali open excavations on public streets
shall be back — filled or steel -- plated (onti--skid plates) for
troffic to the satisfaction of City /County Engineer outside the
working hours. Traffic shall be restored to normal conditions
during non— working hours.
'TRAMC CONTROL PLAN G€NERAL NOTES:
A. It is the responsibility of the contractor performing work on
o public street to install and maintain the traffic control
devices as shown herein, as well as any such additional
traffic control devices as may be required to insure the safe
movement of traffic and pedestrians through or around the work
oreo and provide maximum protection and safety to construction
workers.
8. All delineators shalt be equipped with reflective band at night time
C. The contractor shall notify City of Newport Beach and County
of Orange at least rive working days in advance of
implementing any construction detour.
D. All signs, delineators, barricades, etc. and their
instollatfon shall conform to the State of California Standard
Specifications latest edition and California Department of
Transportation ° Manual of Traffic Control, for Construction
and Maintenance Work Zones' (latest Edition), and the Work
Area Traffic Control Handbook (WATCH, latest Edition).
E. City of Newport Beach and County of Orange reserve the right
to observe these traffic control plans in use and to make any
necessary changes as field conditions warrant. Any changes
shall supersede these plans. Exact location of oil equipment
and traffic control devices shall be determined by the Engineer -
f. Contractor shall notify Orange County Transportation Authority
(OCTA) at (714) 265 -4330 or any other affected transit
services at least five working days prior to construction.
G. A0 traffic control devices, stripes, markings, legends and
raised pavement mockers shall conform to Caltrans Traffic
Manual, Maintenance Manuel, Standard Plans, and Standard
Specifications (most recent edition).
yam
H. Ail traffic control devices shall be kept in their proper
position at oil times, and shots be repaired, replaced, or
cleaned as necessary to preserve their appearance and continuity.
l All troffiC lanes shotl have a minimum of 5 feet clearance
from oven excavotions and a minimum of 2 feet from vertical
obs truc flan s.
J. Contractor shod provide floggers os deemed necessary by Engineer.
K. Controctor shelf notify all affected residents and businesses
and the Christian Montessori Schoof five working days prior to
construction
L. Ail advanced morning signs shall be equipped with flags.
M. Traffic signals shall remain in Operation at all limes.
Signal operation during each construction phase shall be
coordinated with and opproved by the City /County Engineer.
N. Piece additional "LANE CLOSED" (C30) signs on Type 11
barricades at 150 feet intervals throughout extended work
areas in eoch lone that is closed. Install "OPEN TRENCH"
(C27) signs whenever an open excavation area exists odjaoent
to the traveled way.
D. All temporary traffic control devices shall be removed
following completion of each construction stage and the
permanent traffic control devices shall be restored by the
contractor upon completion of project.
P. Contractor shell replace /repair oil domaged striping with
temporary striping or raised pavement markers at end of each
working day.
Q. Contractor shell comply with the requirements of the American
Disability Act as related to pedestrian access and shall
maintain pedestrian access at oil times per Af)A requirements.
Sidewalk closure /detour snail comply with the WATCH standards.
R. Contractor shall cover or remove all conflicting signs.
5. Contractor shall post `symbol" uneven loves, "Steel Plates
Ahead" of "Bump' signs, for pavement surface disruptions of
1/2 in, or greater. Pavement disruptions of I in. or greater
shall have beveled edge of four(4) horizontal to one(;) vertical.
T. Contractor shall install "CAUTION STEEL PLATES AHEAD" and /or
"ROUGH ROAD" signs in advance of steel plate bridging.
50 0 50 100 150
CHRI5TIAN
GRAPHIC SCALE 10 ; 50' MONTESSORI
IJAA scliD
GRA OL
IR VINE AVE . :EAWND W
t CIS
me � +xts(IC z31at1)trr>a
� ' ) WM
Wa - -- — —�-
• ' •` 49 CAP
• t 1 ' •
1
fir9(R)
VACANT
54V MERGE TAPER
RI
5407 540' $40'
SIGNS (ALL
StGINS SHALL BE REFT_ECT#i12ED AND OF
STANDARD SIZE. iA!f)W AREA WARNING SiGNS
SHALL BE ORANGE SIGN FAO£.)
Cl
DETOUR AHEAD
C2
ROAD CLOSED
C2(13)
BIKE LANE CLOSED
C3A
ROAD CLOSED TO THRU TRAFFIC
C5
DETOUR ARROW
SC3
DETOUR (tip)
C7
END DETOUR
C13
END CONSTRUCTION
Cis
ROAD CONSTRUCTION AHEAD
C19
ROAD CLOSED AHEAD
C20(L/R)
LEFT /R1QHT LANE CLOSED AHEAD
C20(B)
BiKE LAME CLOSED AHEAD
C27
OPEN TRENCH
C30
LANE CLOSED
W2(L /R)
REVERSE CURVE SIGN (LEFT/RIGHT)
1411
PAVEMENT MOTH TRANSITION SIGN
W41
SIGNAL AHEAD
V053
NOT A THRU STREET
W54
PEDESTRIAN CROSSING SYMBOL SIGN
W57(L /R)
SINGLE HEAD ARROW SIGN
W58
DOUBLE ARROW SIGN
W74
THRU TRAFFIC MERGE LEFT
W75
LANE ENDS !.SERGE LEFT
W79
BICYCLE SYMBOL SIGN
W79A
SHARE THE ROAD
Wa - -- — —�-
• ' •` 49 CAP
• t 1 ' •
1
fir9(R)
VACANT
54V MERGE TAPER
RI
STOP
R2
SPEED LIMIT SIGN
R7(L /R)
KEEP LEFT /RIGHT
R10
ONE WAY
R11
DO NOT ENTER
R11A
WRONG WAY
R13
NO TURN ON RED
RI6
NO RIGHT TURN
R17
NO LEFT TURN
R18- -2
RIGHT LANE MUST TURN RIGHT
R34- -2
NO LEFT /U TURN
R41
RIGHT TURN ONLY
R63
DO NOT PASS
R81
BIKE LANE
R81B
END
R96
NO PEDESTRIAN SYMBOL SIGN
R96H(L/R)
USE CROSSWALK (LEFT /RIGHT)
SR4
SCHOOL SPEED LIMIT(25)
POST NO STOPPING SIGNS
MEN CHILDREN ARE PRESENT
SR45
KEEP RIGHT (SUPPLEMENTAL SIGN TO HE MOUNTED
WORK TAKES
ON DELINEATOR)
TN2
TYPE N -2 OBJECT MARKER (RED)
TN3
TYPE 0-3 OBJECT MARKER (ORANGE)
,Is,;X�;71Al:Zilills
R41 t�
NEWORT BEACH
WATER TRANS. MAIN SHEET 27
I SHEET 25 l SHEET 26 1 I
DEL MAR AVE.
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UNIVERS.ITT DR.
IRVICI:Y 10202.5
1RWD WATER MAIN
SHEET 33
F,
C
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CLOSE X —WALK W/ R96 & R96B
SIGNS & COVERING OF PED. SIGNAL
INDICATIONS & PUSH BUTTONS.
WS
s�
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0
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1507
159'
SHEET 34
3nr-r-10 JV/JI
COSTA MESA
SANITARY SEVER
MIRA LOMA PL_
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III
6'!f
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N. T.S.
NEWPORT HE
WATER TRANS.
SHEET 28
PRISF01. $F
C1: C20(A): de Wt1(Rr l R17:
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TAPE
ARROW BOARD
SIGNALIZED INTERSECTION
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RELOCATE BUS STOP
(�
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POST NO STOPPING SIGNS
KEEP INTERSECTION OPEN UNTIL
WORK TAKES
PLACE WITHIN THE INTERSECTION.
MAINTAIN
LOCAL AND EMERGENCY ACCESS
WITH FLAGGERS
DURING INTERSECTION WORK.
HIGH LUEL WARNING DEVICE
III
6'!f
_KEY MAC'
N. T.S.
NEWPORT HE
WATER TRANS.
SHEET 28
PRISF01. $F
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A TYPE: TWO BARRICADE
1°+ TYPE THREE BARRICADE
• DELINEATOR WITH WHITE REFLECTIVE TAPE
ARROW BOARD
Q SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
® RELOCATE BUS STOP
COVER EX. CONFLICTING SIGN OUR€NG CONSTRUCTION
® POST NO STOPPING SIGNS
KEEP INTERSECTION OPEN UNTIL WORK TAKES
PLACE WITHIN THE INTERSECTION MAINTAIN
LOCAL AND EMERGENCY ACCESS V44TH FLAGGERS
DURING INTERSECTION WORK
CONTRACTOR VALL, NOTIFY
CHRISTIAN MONTESSORI SCHOOL
AT LEAST I WEEK PRIOR TO
CONSTRUCTION.
CHRISTIAN
FAONTESSORI
SCHOOL
240' IsOFT TAPER 0 30"
CLOSE LEFT TURN WHEN IN CONFLICT WITH CONSTRUCTION. CxRAPJADA �
018 Sf~A1�11ID
HIGH LEVEL WARNING DEVICE
DEL MAR A VE.
r
330' ! E
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540' 540' 540
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IRVINE AVE. @ UNIVERSITY DR.
f ff., bo .,. '
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♦
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300' SWIFT TAPER 0 30:1
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I M+ UNIVERSITY DR. --- MESA DR.
UVIRVIN1.I)%V9 zl20z'e
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GB3
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50' TANGENT
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I R10 -2
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i
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t : NEW SIGN AND POST
3E : TYPE TWO BARRICADE
i—t TYPE THREE BARRICADE
• : DELINEATOR WITH WHITE REFLECTIVE TAPE
: ARROW BOARD
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: SIGNALIZED ;NTERSECTION
--� : DIRECTION OF TRAVEL
® : RELOCATE BUS STOP
QQ COVER EX. CONFLICTING SIGN DURING CONSTRUCT
® : POST NO STOPPING SIGNS
CHANGEABLE MESSAGE BOARD
(LOCATION AND MESSAGES TO BE
DETERMINED BY CITY.)
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MRSA DR.
SEE RIGHT FOR DETOUR PLAN
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MATCH LINE
RvMEScL nwt{ ruoa•s
TRAFFIC DETOUR PLAN FOR
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AT IRVINE AVE.
r�
NOT TO SCALE
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fit ORAAFOR AVS.
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SPECIAL SIGN(SS't):
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CLOSED AT
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(dates)
( €ime)
USE ALT.
ROUTES
INFO hone 0
5" LETTERING. BLACK ON
ORANGE SIGNFACE. TO BE
POSTED 1 WEEK PRIOR
TO CLOSURE.
C
PUT TRAFFIC SIGNAL
ON 4-WAY FLASH DURING
THIS PHASE OF WDRK.
��scc�e
LOCAL
ACCESS
i SS2 SANTA ANA AVE.
E%CEPT
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ACCESS
DR
CLOSURE
SS2
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MESA DR.
CLOSED AT
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USE ALT.
ROUTES
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ORANGE SIGNf ACE. TO BE
POSTED DURING CLOSURE.
50 0 50 100 15(
GRAPHIC SCALE 1 = 50'
.a
.m
em
.:
L�r
COMMERCIAL
i EXISTING SIGN
f NEW SIGN AND POST
X TYPE TWO BARRICADE
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Q SIGNALIZED INTERSECTION
-� DIRECTION OF TRAVEL
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POST NO STOPPING SIGNS
HIGH LEVEL WARNING DEVICE
MESA DR,
,
BIRCH ST.
BRISTOL ST.
CIBjj(
3
350'
R1�MM] iY
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TRL7T AT F' ATIF' n PPTIZ'Tnr Qrr
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TO SANTA ANA DELHI CHANNEL
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CAMPUS
Submitted By.
TRAFFIC CUNTROL /EIIICINEER XG, INC.
231 E. IMPERIAL HYVY. SUITE 241
FVLLERYON, CA 92835
(714) 447 -6077 FAX (714) 447 --6081
1429
PROJE=CT MANAGER —RC—ENO, DATE
SANTA nnty I)ELN( CyAtv�tEL
t�
50' MERGE TAPER
(Z�L�
C3
D��
90' GAP low • _�
•T 110 pARV G
DATE I BY DESCRIPWR
REVISIONS
SAtlTA ANA pELHJ CHANNEL
IRVINE AVENUE
TRAFFIC CONTROL PLANS
a WA, RI R.CE, 46214 CNN 24" WATER MAIN - IRVINE AVE.
FROM MESA DR. TO SANTA ANA DELHI 014ANNEI
PRWCIPA �o- JCNOi EER GNB 240 WATER MAIN
DATE 4-40-0+ IRVINE AVE. AT BRISTOL ST.
Apr'D DESiGUED D.K. DRAwn E.I., CITY OF (NEWPORT BEACH
W- 5305.S I F -4
CHECKED O.I<. DAff. 9 /a /04 PUBLIC WORKS DEPARTMEI47 ISHEET 28 OF 34
0
I
0
I
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540' 540'
COMMERCIAL �
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RESIDENTIAL
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SEE RIGHT FOR DETOUR PLAN.
Clio
RIVERSIDE
DR.
RESIDENTIAL
::2(351
RESIDENTIAL
/old
CfJI. MCRCiAL
r7TY OF t{EWPOR7
BEACH ;-
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'�thS mr 4'F STOP
I,% Rf 9-2
'%CdIULFY I V1L
IRVINE AVE. AT MESA DR.
(NIGHT OR WEEKEND WORK)
SHALL PROVIDE
FL.Ai+fEr RS 0 MAINTAIN PED. � � ; � RESIDENTIAL
ACCnS DURING S(DEWALX WORK. eA f
COMMERCIAL o S91 f E
te AI
`�`-- - - --1�
a' ErtrA- r,>,nt -rr
C13
Ste,
VACANT
CLOSE ONE X —WALK AT A TIME --
W/ R96 & R96B SIGNS & COVERING
OF PEI). SIGNAL INDICATIONS &
PUSH BUTTONS,
MESA DR.
CLOSE X —WALK W/ R96
& R9158 SIGNS & COVERING
OF PED. SIGNAL HEAL] AND
PUT BUTTONS.
I
# `
w?4
�A 5d0'
1j
s f
I
540'
BIRCH ST.
I]? vilvE A TI" '
IR VINE A VE. A T MESA DR.
NIGHT OR WEEKEND WORK
RESOEN TEAL
TRAFFIC DETOUR PLAN FOR
E/B MESA DR CLOSURE
SURE
A rTl TnTTrI TT.I A TTr'1
,1 ♦r v. r 1 v.♦ rr��,.a,.,.v rr•vr�r ��
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ai ial ORANGE AVE.
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� 35fl'
350'
fu r SANTA ANA AVE. ;
n, SS2 1
LOCAL
NOT TO SCALE
° PUT TRAFFIC SIGNAL
ON 4—WAY FLASH DURING
/THIS PHASE OF WORK,
I
P f SS2 SANTA ANA AVE.
LEGEND:
EXISTING SIGN
I NEW SIGN AND POST
I - TYPE TWO BARRICADE
H TYPE THREE BARRICADE
DELINEATOR WITH 1"TE REFLECTIVE TAPE
ARROW BOARD
_ ARROW BOARD (CAUTION MODE)
SIGNALIZED INTERSECTION
--� DIRECTION OF TRAVEL
(9) RELOCATE BUS STOP
Q COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
fp] POST NO STOPPING SIGNS
( HIGH LEVEL WARNING DEVICE
CHANGEABLE MESSAGE BOARD
(LOCATiON AND MESSAGES TO BE
DETERMINED BY M.)
SPECIAL SGN(SSi):
MESA DR.
CLOSED AT
IRVINE AVE.
(dates)
(time)
USE ALT.
ROUTES
INFO phone -
5" LETTERING. BLACK ON
ORANGE SIGNFACE. TO BE
POSTED 1 -WEEK PRIOR
TO CLOSURE.
i
mm
I1 R V11 Y AVE. 54D RPDUNDS ➢k d a et LOCAL T
RT8-R EICEPT
LOCAL SPECIAL SIGN(SS2):
�, _ - • - CSO '., ��l ACCESS 0{
MESA DR.
► � �t T90' Glig" � ~x, � ► �• �(g� $lD' RIV�'i;slD�' Oft. f.A�1'CE DR
CLOSED AT
�� WMA IRVINE AVE.
47 1 ssD, w USE ALT. i.
S51 ROUTES
C2 STREET CLOSURE
5 LETTERING- BLACK ON
AR VINE AVE. Tx2 ORANGE SIGHFACE. TO B£
POSTED DURING CLOSURE.
CI3 - -. _� 010 / wi
—�- - � SI;F LEFT TRAFFIC CONTROL PLAN.
j als : GOLF COURSE �� to \
550'
1
C19 � O -?14II
ess, Submitted By: aPrsrevL IRVINE AVEE
TRAFFIC CONTROL PLANS l
TRAFFIC CONTROL ENCJNEERWG, INC. CMSD GRAVITY SEWER MAINS
=' 231 E. IMPERIAL HOMY. SUITE 241 u s con R.C.E. 4"4 IRVINE AVE. NORTH OF MESA DR.
° 1129 FULLERTON, CA 92535 3Nt rna £t1LMEE[t CMSD 129 SEWER FORCE MAIN
50 0 50 100 150 yk ow Ai_Sf : (714) 447 -6077 FAX (714) 447 -6081 DATE 4.10 -ot IRVINE AVE. AT MESA DR. INTERSECTION
DATE BY DES0VTIOU APP•D mstwiw E.K. reAwn E.L. CITY OF NEWPORT BEACH W -W5'5 I T -6
GRAPHIC SCALE #" 50' iRVU71V2DV1G T12o2.e cAtilt PROJECT 1AANA15ER RC£ NO. DATE REVISIONS CRECKED D.K. DATL 9/8704 PUBLIC WORKS DEPARTMENT WEFT 30 OF 34
TRAFFIC DETOUR PLAN FOR
MESA DR. %BIRCH ST, CLOSURE
AT IRVINE AVE.
R,
NOT TO SCALE
552
1 P, ORAHCB AVE.
�
Gla
n
350'
CIO
rii
35W
T
SANTA ANA AVE.
MIMI
{RI
{COW. i9Cli
�
_ _ _
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SS2
REDLANDS DR.
RIVERSIDE DR.
caw IRVINE AVR.
G7
SPECIAL S1GN(w): SPECIAL SIGN(SS2):
IRVIIVE AVE. 0 AfESA DIR./BIRCH ST.
(NIGHT OR WEEKEND WORK:)
C- D %IMERCIAL
E.4NCE DR.
CLOSURE
SEE RIGH T
TRAFFIC C
PLAN.
4
WSW
CLOSE ONE X —WALK AT A TIME
W/ R96 & R968 SIGNS & COVERING
OF PED. SIGNAL INDICATIONS &
PUSH BUTTONS.
X0. s►RFT 7,{ppR a 3o-} COMMERCIAL
I
_ `_�� m • ��� sus
X53
834-2
540' FIERCE TAPER
MESA DR. MESA DR. \ ��t53[i) i
CLOSED AT CLOSED AT
BIRCH ST BIRCH ST.
(dates) USE ALT. ACACIA ST. �N``` fRVINE AVE. v J-4
(time) ROUTES �t1- �'�
USE ALT, � � _- --` —.__.
ROUTES 5' LETTERING. BLACK oi+i
� ORANGE SIGNFACE. TO HE
phone POSTED DURING CLOSURE.
Ij acs
5" LETTERING. BLACK ON '\` 550' 550'
ORANGE SIGNFACE. TO BE
POSTED l WEEK PRIOR � '�� }y
TO CLOSURE, `�'�_
RED HILL AVE.
RAISED MEMAN)
CAMPUS DR-
BIRCH SY_
240' SHFF7 TAPER 0 3o- f
4v
L9VLIE508DWG TI202,5
RESIDENTIAL
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4`�� fslD iV
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AfESA DR.
MATCH LINE
Rxmj
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SEE LEFT FOR DETOUR PLAN -
cis ,
350'
4Is
350'
IVER,
DA
RESIDEN
MATCH LINE
]EN TI AL
RESIDENTIAL
240' SHIFT T TAPER 0 30:1
&R41,
VI
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l2,
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r4�4D • 0.3D • � � • 1
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j i II
54V
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BIRCH ST.
Submitted By.
TRAFFIC CONTROL ENGINEERING, INC
231 E. IMPERIAL HWY. SUITE 241
FULLERTON, CA 92835
(714) 447 -6077 FAX (714) 447 -6081
1429
PROJECT MANAGER 7C-ENO, DATE
J V SHIFT TAPER 0 3p: }
GOLF COURSE
_\ >W79
WI ,tj
LEGEND;
EXISTING SIGN
i : NEW SIGN AND POST
)♦ TYPE TWO BARRICADE
w4 TYPE THREE BARRICADE
• : DELINEATOR NYITH WHITE REFLECTIVE TAPE
ARROW BOARD
ARROW BOARD (CAUTION MODE)
O : SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
V : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
�] POST NO STOPPING SIGNS
CHANGEABLE MESSAGE BOARD
(LOCATION AND ME- 55AGES TO BE
DETERMINED BY CITY)
crr �- or
4c
�r
�o
ra a
�n
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2
L
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S9D
cis
a�
I
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C-341I '
APPROVED IRVINE AVENUE i
TRAFFIC CONTROL PLANS
415.1,.Z�
s aRl R.cE. 46214 CMSD GRAVITY SEWER MAINS 1
PRkUWAL CIVIL ENWtU t IRVINE AVE. AT MESA €3R, INTERSECTION}
DATE °i- ru -a�{
OA7£ 8Y DFSCRIPTt*H APP-0 DESEGH£O D.K. ORAwt1 F.L. CITY OF NEWPORT BEACH W -53e &-S
REVIS1aNS crlECl «o D.K. oar£ sisioa PUBLIC WORMS D{= PAFtTMEHT SHEET 32 OF 34
T
�
MESA DR. MESA DR. \ ��t53[i) i
CLOSED AT CLOSED AT
BIRCH ST BIRCH ST.
(dates) USE ALT. ACACIA ST. �N``` fRVINE AVE. v J-4
(time) ROUTES �t1- �'�
USE ALT, � � _- --` —.__.
ROUTES 5' LETTERING. BLACK oi+i
� ORANGE SIGNFACE. TO HE
phone POSTED DURING CLOSURE.
Ij acs
5" LETTERING. BLACK ON '\` 550' 550'
ORANGE SIGNFACE. TO BE
POSTED l WEEK PRIOR � '�� }y
TO CLOSURE, `�'�_
RED HILL AVE.
RAISED MEMAN)
CAMPUS DR-
BIRCH SY_
240' SHFF7 TAPER 0 3o- f
4v
L9VLIE508DWG TI202,5
RESIDENTIAL
�190 1 ss1c��
4`�� fslD iV
N
J
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iwu r+c
4� CAL 4I
AfESA DR.
MATCH LINE
Rxmj
MESA DR.
SEE LEFT FOR DETOUR PLAN -
cis ,
350'
4Is
350'
IVER,
DA
RESIDEN
MATCH LINE
]EN TI AL
RESIDENTIAL
240' SHIFT T TAPER 0 30:1
&R41,
VI
IR N E.
E A V
l2,
• ��~__ay � f•� •� SsQ
41
r4�4D • 0.3D • � � • 1
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I j row
1
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i
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j 540'
j i II
54V
ma
BIRCH ST.
Submitted By.
TRAFFIC CONTROL ENGINEERING, INC
231 E. IMPERIAL HWY. SUITE 241
FULLERTON, CA 92835
(714) 447 -6077 FAX (714) 447 -6081
1429
PROJECT MANAGER 7C-ENO, DATE
J V SHIFT TAPER 0 3p: }
GOLF COURSE
_\ >W79
WI ,tj
LEGEND;
EXISTING SIGN
i : NEW SIGN AND POST
)♦ TYPE TWO BARRICADE
w4 TYPE THREE BARRICADE
• : DELINEATOR NYITH WHITE REFLECTIVE TAPE
ARROW BOARD
ARROW BOARD (CAUTION MODE)
O : SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
V : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
�] POST NO STOPPING SIGNS
CHANGEABLE MESSAGE BOARD
(LOCATION AND ME- 55AGES TO BE
DETERMINED BY CITY)
crr �- or
4c
�r
�o
ra a
�n
�o
2
L
I
S9D
cis
a�
I
�w
C-341I '
APPROVED IRVINE AVENUE i
TRAFFIC CONTROL PLANS
415.1,.Z�
s aRl R.cE. 46214 CMSD GRAVITY SEWER MAINS 1
PRkUWAL CIVIL ENWtU t IRVINE AVE. AT MESA €3R, INTERSECTION}
DATE °i- ru -a�{
OA7£ 8Y DFSCRIPTt*H APP-0 DESEGH£O D.K. ORAwt1 F.L. CITY OF NEWPORT BEACH W -53e &-S
REVIS1aNS crlECl «o D.K. oar£ sisioa PUBLIC WORMS D{= PAFtTMEHT SHEET 32 OF 34
TRAFFIC CONTROL PLAN
T YP. LATERAL CONSTRUCTION
TYPICAL SIDE STREET
300' SHIFT TAPER 0 30 1
IRVINE A VE.
cis M106 WTI4:L)
cso
540' 546 540,
540' MERGE TAPER
GRANADA
240' SHIT TAPER ® 30:1
4
240' SHIFT TAPER a W I
540' IAERCE TAM
540' 540' 540'
ov cis
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_ 300' SHFF'T TAPER 9 30: t
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MONTESSORI
SCHOOL
240 SHIFT TAPER a 30:1
wn(L)
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LEGEND:
I : EXISTING SIGN
F : NEW SIGN AND POST
X : TYPE TWO BARRICADE
i-4 TYPE THREE BARRICADE
• : DELINEATOR WITH WHIT£ REFLECTIVE TAPE
ARROW BOARD
Q SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
(W RELOCATE BUS STOP
O : COVER EX- CONFLICTING SIGN DURING CONSTRUCTION
POST NO STOPPfNG SIGNS
NIGH LEVEL WARNING DEVICE
300' SHIFT TAPER 0 30:1
540' MERGE TAPER.
�I: �' R;:! n: � #n:�Kwiays'+.:AUV!^�„"w..'Txi:� 'iF�+/r.h:ET'�•
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UNIVERSITY DR.
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IR VINE A VE.
UNIVERSITY DR. TO MIRA LOMA PL.
(NIGHT OR WEEKEND WORK 0 THE INTERSECTION)
Submitted By.
T`RAPPIC CONTROL ENCINERM NC, INC.
231 E. IMPERIAL HW7_ SJITE 241
FULLERTON, CA 92835
(714) 447 --6077 FAX (714) 447 -6081
1429
PROJECT MANAGER RCE NO. DATE
LA CANADA P.L.
Ilr"• r"%Jrt riY
360' SHIFT TAPER 0 30:1
5" I- MERING BLACK
ON ORANGE SIGHFACE,
TO BE POSTED I WEEK
PRIOR TO CONSTRUCTION,
0-3411
APPROVED lRtttASt' AVENUE
TRAFFIC CONTROL PLANS
u bet com R.c-E. 4624 IRWD 12" WAFER MAIN
PRiRCWAL CWA, CRONEER IRVINE AVE.
DATE q . (p . p FROM UNIVERSITY DR. TO MIRA LOMA PL.
DATE BY £]85CRiPTtO?f AAPD OEStGkEO O.K. 1?RAW}i F.1_, CITY OF NI= W#'Oi2T' BEACH W-$3c? &S 7 -8
REVISIONS CHECKED D.K. DAtp 9/a/Oq PUBLIC WORKS DEPARTMENT 3ii£EF 32 OF 34
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540' 540' 54U
LEGEND:
F EXISTING SIGN
F NEW SIGN AND POST
X TYPE TWO BARRICADE
►-} TYPE THREE BARRICADE
• DELINEATOR WITH WHITE REFLECTIVE TAPE
ARROW BOARD
SIGNALIZED INTERSECTION
DIRECMN OF TRAVEL
® - RELOCATE BUS STOP
COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
POST NO STOPPING SIGNS
HIGH LEVEL WARNING DEVICE
FLAGGERS
KEEP INTERSECTION OPEN UNTIL WORK TAKES
PLACE WITHIN THE INTERSECTION. MAINTAIN
LOCAL AND EMERGENCY ACCESS WITH FLAGGERS
DURING INTERSECTION WORK.
F
ft,L(RI
540' F1F72C,1; TV RPM
DEL
MAR e
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t
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UNIVERSITY Dii.
IF
100
GRAPHIC SCALE 1° = 50'
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UNIVERSITY DR. TO MESA DR.
MIRA L OMA PL.
LA CANADA PL.
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Submitted By-,
TRAFFIC CONTROL ENGINL'NRINC, INC.
231 E. IMPERIAL HWY. SUITE 241
FULLERTON, CA 42835
(714) 447 -6077 FAX (714) 447 -60BI
1429
PROJECT MANAGER MC-ENO. DATE
MESA DR,
RESIbEN DAL
sso•
3sv'
BIRCH ST.
G•3411
4nWjjoM IRVINE AVENUE
TRAFFIC CONTROL PLANS
{LC.E. 46214 IRW€3 I2" WATER MAIN
ENOJtEEFt IRVINE AVE, FROM MIRA LOMA PI.. TO MESA DR.
PATE
DATE by PESCRlP71dlt APP'D PESIONED D.K. DRAwm F.L. CITY OF NEWPORT BEACH W'6305 -5 T -9
REVISIONS CHECHEO D.H. DATE 9/8/64 PUBLIC WORKS DEPARTMENT SHEET 33 OF 34
0
9
1
1
0
i
8
z
s
i
IRVINE AVE. AT MESA DR, /BIRCH ST.
NIGHT OR WEEKEND WORK
COMMERCIAL
COMMERCIAL
Palt%tilG .Ulr igrE. C13 I� Ulllj
f �3
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MESA DR.
EE RIGHT FOR
FIC DETOUR PLAN.
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350'
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I : TYPE TWO BARRICADE
1-1 : TYPE THREE BARRICADE
• : DELINEATOR WITH WHITE REFLECTIVE TAPE
ARROW BOARD
SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
© COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
: POST NO STOPPING SIGNS
: HIGH LEVEL ViARNiNG DEVICE
�: CHANGEABLE MESSAGE BOARD
(LOCATION AND MESSAGES TO BE
DETERMINED BY C17Y.)
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I : TYPE TWO BARRICADE
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• : DELINEATOR WITH WHITE REFLECTIVE TAPE
ARROW BOARD
SIGNALIZED INTERSECTION
DIRECTION OF TRAVEL
RELOCATE BUS STOP
© COVER EX. CONFLICTING SIGN DURING CONSTRUCTION
: POST NO STOPPING SIGNS
: HIGH LEVEL ViARNiNG DEVICE
�: CHANGEABLE MESSAGE BOARD
(LOCATION AND MESSAGES TO BE
DETERMINED BY C17Y.)
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SPECIAL StGN(S33):
5• LETTERING BLACK ON
ORANGE SIGNFACE, TO BE
POSTED 1 WEEK PRIOR
TO CLOSURE.
SPECIAL SIGN(SS4):
5" LETTERING. BLACK ON
ORANGE SIGNFACE, TO BE
POSTED DURING CLOSURE.
Submitfed B.Y.
TRAFF'tC CONTROL ENGINEERING*
231 E. IMPERIAL HWY. SUITE 241
FULLERTON, CA 52835
(714) 447-6077 FAX (714) 447 -8081
1424
PROJECT MAP{AGER RCE ND. DATE
TRAFFIC DETOUR PLAN
FOR MESA DR. /BIRCH ST.
AT IRVINE AVE.
0
AVE.
RA15E0 11 ED11W)
CAMPUS DR.
BIRCH ST.
C -3411
ApFRDV ° IRVINE AVENUE
TRAFFIC CONTROL PLANS
I_ A I a,c� aeaa IF?WD 12• WATER MAIN
PR d' CIVL ViNtEER IRVINE AVE. AT MESA DR. INTERSECTION
BATE il,tp-04
DATE BY DESCRIPTION APp'B D sf"ED D.K. DRAM F.L. CITY QF NEWPORT BEACH w'�S-5 Tip
R£VrSlofaS CHECttEO D.K. JOA TE s,a,04 PUBLIC WbEiK$ pEpAf2Th4£NT Silt T 34 OF 'id
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