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BAKER
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C) CITY OF f----i ORANGE co. t; ~ I COSTA ~ FAIRGROUNDS
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VICTORIA
19TH
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0 -INDICATES AREA
SHOWN UN
LOCATION MAP
ST.
VICINITY MAP
NOT TO SCALt
ST.
UN JVEl1S1 TY
SYMBOL LEGEND ABBREVIATIONS
• POWER POLE AC ASPHALT CONCRETE.
AB AGREGATE BASE
0 MAI/HOLE ACP /1SBESTOS CEMENT PIPE
APP'D APPROVED
'd FIRE HYDRANT AVE AVENUF
D BC BEGIN CURVE
Ml:./ ER BOX BCR BEGIN CURVE RETURN
------0----VALVE CJP CAST IRON PIPE
CMP CORRUGATED MET AL PIPE
POWEF/ POLE ANCHOR CONC CONCRETE.
D, CONST CONSTRUCT JON
MONUMENT DIP DUCTILE IRON PIPC
DEPT DEPARTMENT -x-x-x-FENCE DWY DRIVEWAY
BLOCKWALL OU DUCT
0 I:. CAST
TR££ S'LY SOUTHERLY
EC ENO CURVE
CJO SHRUBBERY ELECT ELECTRIC
EX EXISTING
..LLL .LLL .LLt. .LtL ASPHALT PAVEMENT FE FLANGED END ; ; ! [I [ II ' (: :: :: :: :: :: : BRICKWALK FL FLANGED END
1· .·· •.
I
HOR HORIZONTAL
CONCRETE INT INTERSECTION
r/////////a
/NV INVERT
BUILDING LF UNEAR FEET
MJ MECHANICAL JOINT
EXISTING CONSTF/UC/ ION N NOF/TH
-----PROPE.R/Y LINE N'LY NORTf/CRLY
NTS NOT TO SCALE
NEW CONSTRUCTION PCC PORTLAND CE.ME.NT CONCRETE
pp PONER POLE
--t_--CENTERLINE PF/OP PROPOSED
PVC POLYVINYL CHLORIDE WIPE! ----s----SFWFR UNE PVMT PAVE.ME.NJ
------w-WATER LINE RCB REINFORCED CONCRETE. BOX
RCP REINFORCED CONCRE.Tt f/PE
---G---GAS LINE RT RING TIGHT
RIW RIGHT-OF-WAY
--E--POWER LINE sco SEWER CLEAN OUT
CITY
OF
IRVINE
U.C.l.
WE.ST COAST HIGNWAY
PUBLIC WORKS DEPARTMENT
f------1 f--' 1/) •
C-3453
.
APPROVE!;}&~ ~.Av -_ DATE: J-1/-o
PUBLIC WORK R.C.E. 36106
UTILITIES DIRECTOR R.C.E. 25553
PROPOSED
FIE PLACEMENT
r------------~---~ ---------------------
NEWPORT
SCAS/10{/f. DRIVE
f--f--1/) VJ
e-1/)
f--v,
\ ~
SEASHORE DRIVE
bi
CJ::
so -TEL--TELEPNONE. LINE SE.CT
STORM DF/AIN
SECTION
' f-l/) I;; CJ:: CJ:: CJ:: f--f--f--~ co a 0) <!J LC)
CJ:: ta
-~_j__j_ _ _l__J_-'_~'l__l_LJ__J_J__J_~'-'.'.J.._l _ _J_..L-j__l.--~~
-TV--CABLE.VISION LINE SHTS
S'LY
SHEETS
SOUTHEF/LY
-SP--SPRINKLER SYSTEM SM/1 SEWER MANHOLE.
ST ST(IE.ET :a: STREET UGNT STL STEEL
IH TRACT
TYP TYPICAL
vce VITRIFIED CLAY PIPE
VE.RT VERTICAL
w WEST
W'LY WESTERLY
EMERGENCY TELEPHONE NUMBERS
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
1-----------, SOUTHERN Cl,UFORNIA EDISON COMPANY
Underground Service Alert PI\CIF/C TELE.PNONE. COMPANY
Cali: TOLL FREE CITY OF NEWPORT BEACH WTIUTIFS DEPT.!
l-B00 ORANGE COUNTY SANIT/iTIOI/ DISTRICT
COMCAST CABLE.VISION
422 4133
COMMU/1/TY CABLEVISION
TWJ WUHKiNG DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT
NUMBERS
634-0251
895-0221
61/
644 30//
962-2411
542-6222
542-3915 AFTER 6:00 PM
720-4040
1-800-422-4/33
LOCATION MAP
SCALE: I'" /00'
OCEAN FRONT
SHEET INDEX
SHEET DESCRIPTION
TITLE SHEET
58TH STREET, SEASHORE. DRIVE & WE.ST COAST HIGHWAY
APPROVAL HECOMMENDFD: APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: BASIS OF BEARINGS
TRANSPORTATION AND RCE 22045
DEVELOPMENT SERV,CES
24967 GENERAL SERVICES J>lR..l;(_-roJa::..-
THE CENTERLINE OF SEASHORE DRIVE BEING N 56"24'30" W,
AS SHOWN ON TRACT MAP NO. 4400, RECORDED IN BOOK 162,
PAGES 20 THROUGH 26, MISCELLANEOUS MAP, RECORDS □F
ORANGE COUNTY, CALIFORNIA.
-7
GENERAL NOTES
/. THE CONSTRUCTION OF /JLL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT
BEACH CONSTRUCTION STANDARDS.STANDARD SPECIAL PROVIS/ONS,OESIGN CHI/ ER/A.STANDARD DRAWINGS
IWD THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION,/994 E.DIT!ON,AND SUPPLEMENTS.
2. STATIONING REFERS TO CENTERLINE OF STREET.
3. EXISTING UNDERGROUND UT/Lil /ES ARE Si/OWN AS PER AVAILABLE RE.CORDS.THE. CONTRACTOR SHAii_ BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIE.LO PRIOR TO
BE.GINNING CONSTRUCTION Of NEW F AC/UT/ES.
4. STATIONS SHO,VN THUS [0'007 ARE SEWER STATIONS ANO ARE INDEPENDENT OF ALL OTHER STATIONS.
5. THE WALLS AND FACE OF Al I ELEVAT/01/S GREATER THI\N FIVE (5) FEET IN DEPTH SHALL Bt !::.FFE.CTIVELY
GUARDED BY A SHOF/ING SYSTEM: SLOPING OF TNE GROUND OF/ OTHEF/ EDU/VALE.NT MEANS. TRENCHES OR
EXCAVATIONS LESS THAN FIVE 15! FEET IN DEPTH SNALL ALSO BE GUARDED WHEN EXAMINATION INLJICATE.S
TNAT HAZAF/OOUS GROUND MOVEMENT MAY BE EXPECTED.
6. THE CONTRACTOR/SJ SHALL OBTAIN A PEF/MIT TO PERFORM EXCAVATION OR TRFNC/1 WORK AS DESCRIBED
IN 110.5 ABOVE FROM CAL-OSHA.
7. ALL SEWER PIPE SHALL BE BE.DDFD PER DETAIL I\ ON SHEET 15.
8. VCP SEWER PIPE MAY BF USED IN LIEU OF PVC PIPE BY SPECIAL PERMISSION. PIPE SHALL BE
MANUF/>CTURE.D PER ASTM D-3034 SOR-35 OR ASTM F-789.ALL FITTINGS SHALL PREFABRICATED FULL-RODY
FITTINGS.PVC SEWER PIPE BF.IJDING SHALL BE 3la• CRUSHED ROCK FROM 6" BE.LOW THE /-'!PE TO 12"
ABOVE THE TOP Of TNE. PIPE AND SNALL BE CONSOLIDATED BY JETT/NC PRIOR TO COMPLETION OF
BACKFILL.
9. PRIOR TO CONTRACTOR PERFORMING MOD/FICA7 IONS AND RE.PAIRS TO THE C.S.D.O.C.MANIIOLE
STRUCTURCS, CONTRACT0.'1 SHALL OBTAIN A PERMIT ANO ASK FOR 11/SPE.CTION BY CS.D.O.C.
CONSTRUCT/OIi DIVISION AT (7/4) 962-24/1 E.XT.51/3,
/0. ALL SEWER L/NtS TO BE OWNE.O,OPERATED AND MAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE
VIDEO INSPECTED AFTER CLE AN/NG ANO MAJ/DRILLING. ALL VIDEO INSPtCI ION SHALL BE
PERFORMED Bl' I NE CITY UT/UT/CS PERSONNEL. ANY SEVIER LINE FOUND TO BE INSTAii ED INCORRECTLY,
DEFECTIVE,DAMAGED OR OTHERWISE. COMPROMISED SNALL BE RE.PAIRE.DIRE.PLACED AND RC/NSPE.CTEO,
INCLUDING AIR TE.ST,MANORILL AND VIDEO.PRIOR TO ACCEPTANCE.
II. WHERE SE.WE.Fl LATtHAL TRENCHCS A(IE LOCATED WITHIN 5'0F EACH OTHE.R,THF PAVEMENT SECTION BE.TWEEN THE
LATERALS S,HAI L BE RE.CONSTRUCTED.
12. THE CONTRACTOR SNALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN ADVANCE or ROAD
CLOSURES.AT !714! 644-.3/06.
13. THE CONTRACTOR SHALL RFOUE.ST INSPECTION FROM THE PUBUC WORKS AND UTILITIES
48 HOURS IN ADVANCE OF PERFORMING ANY WORK. 644-33// FOR PUBLIC WORKS,644-30/1 FOF/ UTILITIES.
THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER PLACE.ME.NT OF fORMS ANO PmOR
TO PLACEMENT OF ANY CONCRETE FOR CURB ANO GUTTER SO TNAT THE FORMS CAN BE CHECKED FOR LINE AND
GRADE AND COMPARABILITY WITH E.X/5TING CONSTRUCTION.
14. SEWER.WATER ANO STORM DRA/11 LINES DISTANCES SNOWN IN PROFILE AND IN TNE ESTIMATED QUANTITIES
ARE HORIZONTAL DISTANCES.
0
CONSTRUCT/ON NOTES
CONNECT TO EXISTING MANHOLE BY REMOVING EXISTING 8-INCH
SEWER PIPE AND CORING MANHOLE BASF FOR NEW 12-/NCH VCP
SEWER
® INSTALL 12-INC/1 VCP SEWER MAIN. SUBSTITUTE 3la" CRUSHED ROCK
IN UEU OF SAND FOR BEDDING
0
®
®
INST ALL 48-/NCH DIAMETER MAI/HOLE PER CITY ST0-40/-L
INSTALL 6-/NCH VCP Sl:.WE.R LATCRAL TO RESTROOM PER CITY
STD--406-L. INSTALL CLtANOUT AT EDGE OF PAVING
CONNECT TO EXISTING 8-/1/CH VCP SEWER WITH STAINLESS BANDED
.RUBBER COUPLING
REMOVE BOMAIIITE. CONCRETE. FROM EDGE Of PLANTER TO EDGE
OF PLANTER ANO INSTALL NEW BOMAIIITE UPON COMPLETION OF SEWER
WORK
RE.MOVE EXISTING A.C. PAVEMENT AND INST/ILL /2-/NCHES A.C. OVER
8-/NCH A.B.
RE.MOVE AND RE.PLACE CONCRETF CURB AND G/.JTTE.R /JOINT TO
JOINT/ WITHIN TRENCH ARE.A
{If.MOVE A/ID REPLACE 4-/NCH THICK CONCRFTE. SIDEWALK. REMOVE
ENTIRE PA/IE.LS AS SHOWN ON PLAN
@ REMOVC ANO RE.PLACE. CONCRETE DRIVE APPROACH PER CITY
ST0-I66-L
® INSTALL 8-/NC/1 VCP SEWE(! MAIi/, SUBSTITUTE 3/4"CRUSHE.O ROCK
IN L/[U OF SAND FOR BEDDING
BENCHMARK
RECOV[RY NOTE BY NATIONAL GEODETIC SURVEY 1989
1.0 MILE NORTHWEST ALONG THE PACIFIC COAST fl!GHWAY (U.S. 101
ALT, I • FROM THE NEWPORT AVENUE OVERPASS AT N~WPORT BEACH,
BETW[[N TWO HIGHWAY CURVFS, AT THE "T" JUNCTION OF A DIRT
ROAD LEADING NOHIHEAST INTO A CIL f'IELD, IN THE TOP OF A.
CONCRETE SLAB AT THE TOP OF THE STEPS L~ADING DOWN TD AN
UNDERGROUND SEWAGE PUMP HOUSE, 125 FEET NORTHEAST OF THE
CENTERLINE OF THE HIGHWAY, 17 FEET NORTHWEST OF THE
CENTERLINE OF THE ROAD, 0.5 FEET W~ST OF THE NORTH CORNER OF
THE SOUTHEAST WALL OF THE STEPS, 0,4 FEET NORTHEAST OF THE
SOUTHWEST EDGE OF THE WALL OF THE STEPS, 0.4 FEET NORTHEAST
OF THE SDUTHWtST EDGE 0~ THE SLAB, LEVEL WITH THE ROAD.
NOTE-THE DISK HAS BEFN HIT AND THE "W" IN THE ORIGINAL
STAMPING HAS BEEN OBLITERATED. C-3453
f-D=Es=rn=NE~□~~J~s+-□-RA_.w_N -~Ac+-□-AT_E_L_sY_, ______ □_Es_c_RrP_r_r□_N -----~A-PP_'□--1CITY OF NEWPORT BEACH 1--_s_-_01_s_s-_s_-1
CHECKED DATE REVISIONS PUBLIC WORKS DEPARTMENT
~JS Y/4/01 SHFET l OF 2
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HORI Z: I" = 20'
VERT, I"= 2'
'I/
ST A. 3•59.00 ':0
I
' ': ,_>: (
•;'\i,·
2' MIN.
(AT PAVEMENT SURF /CE!
EXISTING PAVING ESTIMATED AT
/2-/NCHES A£. OVER 8-/NGH AB.
IN WEST COAST HWY. IN
PARKING LOT AREAS PAVING IS
ESTIMATED TO BE 4-INGHES A.G.
OVER 6-INCHES A.B
6" MIN.
O.D.(PIPt BARRELi -
TRENCH SHEETING OR SHORING
IF USED
FOR PAVEMENT REPL/'CEMENT SEE MINIMUM LIMITS ON PLAN
TRENCH WIDTH
EX.PAVEMENT
NOTE 6
\ 2' MIN.
\(AT PAVEMENT SURFACE!
~---6'MIN.
0.4 OJJ.
NOTES:
I. TRENCH WIDTH SHALL BE 0.0., 12." MINIMUM.OR
OJJ. • 20' MAXIMUM.INCLUDING T/-IICKNESS OF
TFiENCH SHORING OR SHEETING.
2 BACKFILL SHALL RE PER STANDARD SPECIFICATIONS
SECTION 306-1.3,EXCEPT THAT FiELAT!Vt COMPACTION
SHALL BE 90 PERCENT MINIMUM.
3 WHEN I HE MAXIMUM TRENCH WIDTH IS EXCEEDED.THE
CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR
APPFiOV AL,OFiAWINGS WITH SUBST ANT/AT/NG ENGINEERING
CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE
STRENGTH /WO/OR BEDDING W/-1/CH WILL PROVIDE AN
IN-PLACE FACTO/l OF SAFETY EQUIVALENT TO THAT
PROVIDED IN THE CONT.'?ACT.
4. REDDING SHALL BE PER STANDARD SPECIFICATIONS
SECTION 306-l.2J,EXCEPT THAT:
(AJ CLASS 100-E-!00 SLURRY MAY BE SUBST/TIJTED
FOR SHAPED BEDDING AT FHE CONTRACTOR'S
OPTION AND SOLE EXPENSE.
(8! HAUNCH BEDDING SHALL RF HAND TAMPED TO 90Y.
RELATIVE COMPACT/OIi MIii/MUM FOR PVC.RPM,
HOPE.AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS.
WHEREUPON THE REMA/I/DER OF BEDDING !ABWE-
SPR/1/GL/NE! MAY BE COMPACTED CONCURRENTLY
WIT/-/ THE BACKFILL.
5. TRENCH RESURF/'CING IN PORTLAND CEMENT CONCRETE
PAVEMENT SHALL BE Pf.R STAI/DARO SPEC/FICAT/01/S
SECTION 306-1.5,EXCEPT THAT CONCRETE SHALL BE 8'
THICK MINIMUM CLASS 560-C-3?50.
6. IF MAIN LINE TRENCHES RtSULTS IN PAVEMENT WIDTH OF 5'
OR LESS.PAVEMENT SHALL BE REMOVED TO EDGE OF GUTTER.
7. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMEN/
SHALL RF PER STAI/OARD SPECIFICATIONS SECTION 3061.5,
EXCEPT THAT:
UNDISTURBED SOIL, ITPIGAL ~ !A! ASPHALT CONCRETE SHALL BF PLACED IN LIFTS //OT J 0
EXCEED 4' THICK.
.. -. '
to
TF?ENCH DETAIL
N.TS.
DATE BY
0
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G)
G)
®
®
0
0
®
CONSTRUCTION NOTES
(8! APPLY T ~CK COAT AND f-f.ATI !ER NEW PAVEMENT AS
NECESSARY TO SEAL THE CONTACT JOINT A/ID ELIMINATE
PAVEMENT DEPRESSIONS WITHIN 01/E FOOT OF THE
CONT PCT JOINT.
CONNECT TO EXISTING MA/vHOLE BY REMOVING EXISTING 8-INCH
SEWER PIPE AND COR/1/G MANHOLE BASE Fon NEW 12-INCH VCP
SEWER
INSTALL 12-INCH VCP SEWER MAIN. SUBSIITUTC 3/a"CRUSHED ROCK
IN LIEU OF SAND FOR BEDD/1/G
INSTALL 48-/NCH 0/AMFTER MANHOLE PER CITY STD-401-L
INSTALL 6-11/CH VCP SEI/IFR LATERAi. TO RESTROOM PER CITY
STD-406-L. II/STALL CL£ANOUT AT EDGE OF PAV/1/G
CONNECT TO EXISTING 8-11/CH VCP SEWER WITH STAINLESS BAN/JtD
RUBBER COUPLING
REMOVE BOMA/1/TE CONCRETE FROM EDGF OF PLANTER TO EDGE
OF PLANTERAND INSTALL NEW BOMAN/TE UP0/1 COMPLETION OF SEWER
WORK
REMOVE EXISTING A.C. /-'AVEMENT ANO INSTALL 12-/NCHES A.G. OVER
8-/NCH AB.
REMOVE AND REPLACE CONCRETE CURB AND GUTTER UOINT TO
JOINT! WITH/II TRENCH AF/EA
REMOVE A/ID REPLACE 4-INCH THICK CONCF/ETE SIDEWALK. REMOVE
ENTIRE PAI/ELS AS SHOW/I ON PLA/1
@ REMOVE AND REPLACE COi/CRETE DRIVE APP/-IOACH PER CITY
STD-166 L
(ij) INSTALL 8-/NCH VCP SEWER MAIN. SUBSTITUTE 3/a"CRUSHED ROCK
IN LIEU OF SAND FOR BEDDING
DESCRIPTION APP' □
DESJGNED
MJS
DRAWN
AC
WEST NEWPORT
SEWER REPLACEMENT
C-3453
58TH STREET, SEASHORE DRIVE AND
WEST COAST HIGHWAY
CITY OF NEWPORT BEACH S-5185-S
PUBLIC WORKS DEPARTMENT CHECKED DATE REVJSIONS MJS 9/31/01 SHEET 2 OF 2