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SY~v180L LEGEND ABBREVIATIONS
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SANITARY ScWER MANHOLE
Fl"E HYDRANT
WA El, M urn BOX & SFRVICF
VALV[
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ULOCKWALL
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SHl,URllfllY
ASP~1\LT PAVEMENT
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CONCl![lE
8UILlJING
EXISTING CONSTRUCTION
l'ROPfRTY I INF
New CONSTRUCTION
t . -CENTERLl'✓F
S -· .. -S[W[ll LIN[
V/ ..... _ WATEf, LINE
G .. -GAS LINE
..... r ---PO'NCI, LINE
--Ill.~ llLLf'HONE LINE
--Ct, IV--CA~Lc Vl~ION LINl
-SI'--Sl'RINK.rn SYSIEM
STRFFT I IGHT
0 SIGN
GARAGE Of'lNINC
---! WINDOW
Sf''<if,Kl rn
AC ASPHALT CONCRETE
DIP DUCTILE IRON PIPE
VCP VITRIFIED CLAY PIP~
RWV Rf"SII IENT W0DGE VALVE
F[ Fl ANC[D [ND
MJ McCi1ANICAI ,JCI~ I
111S NOT TO SCt,LE
RT Rl~G rlGHT
~IL STEEL
AG/\NC /\8~.NDO.~EC
IP&T IRON "IPE AND IAG
MO~ MONU~lN C
CATV CAOI F TV
OWY D1/IV[WAY
co CL[/\NOJT (s.:wrn)
11''.V A'R Rf LIEF VAL VE
B/APf'R HACK OF ALLEY APl)ROACH
EV ELECn!CAL VALVE
SW SIDEWALK
WM VILLDrn WIRE FAHRIC
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PUBLIC WORI<.S DEPARTivIENT
SEWER REALIGNMENT
1221 1301 1311 1401 K1 \iGS ROAD ' l , I '
NlWPCRT BEACH, CJ\LT-ORNIA
APPROVEIJ: DATE:
DIRECTOR OF PUBLIC WORKS R.C.E. 16791
~ / 0~, ,:/_ APPIWV'-~: --------0~/"'...-::_-...V=-c---',~C.~-=-'=--~~=~---
UTILITIES MANAGER, R.C,E. 25553
DATE: 7-tz~oo
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LIN~A ISL[
LOCATION MAP
NOT TO SCALE AS-BUILT 5 -518 3-S
Rff:
I BASIS OF BEARINGS: BENCH MARK: OCS BM 3K-25-68 I& 1401 SEWER REALIGNMENT . . 2/20/01 A.C.
CENTER LINE OF KINGS ROAD WESTERLY OF T:·lE 3-5/4 !NCH ORANGE COUNTY SURVEYOR INTERSECTION OF ST. ANDREWS PLACE ALUMINUM CAP IN TOP OF CATCH BASIN
COLLEGE RD.) BEING S 74° 57' E AS SHOWN EL=S.016 (NGVD29/1995 ADJ)
ON TRACT NO. 1219 ON FILE IN BOOK 58, PAGES 26
e. 27 OF MISCELLANEOUS MAPS, OFFICIAL RECORDS
OF THE ORANGE COUNTY RECORDER. , JI, ! ' I EY
I DESCfl!PTION
1-.:f--Vl~I0N:i . '
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE
REQUIREMENTS OF THE NEV'IPORT BEACH CONSTRUCTION STANDARDS,
STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAvVINGS
AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION",
1997 EDITION OR LATER AND SUPPLEMENTS.
2. STA7rlONING REFERS TO CENTERLINE OF PIPE.
3. EXISTING UNDERGROUND UT!L!TIES ARE SHOWN AS PER AVAILABLE RECORDS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION
AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION OF THE NEW
FACILITIES.
4. CURB DATA REFERS TO FACE OF CURB.
5. ALL l:aXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND
FINISH TO ALL ADJOINING CURBS AND WALKS.
6. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET
AND DRIVEWAYS.
7. PAVEMENT SECTIONS SHOVJN ARE MINIMUM AND SUBJECT TO REVISION AND
APPROVAL OF THE CITY AS REQUIRED BY SOIL TESTS TAKEN AFTER COMPLETION
OF ROUGH GRADING.
8. SEWER, WATER AND STORM DRAIN LINE DISTANCES SHOWN IN PROFILE AND
ESTIM/1.TED QUANTITIES ARE HORIZONTAL DISTANCES.
9. THE CONTP.ACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS
DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY Vi'ORK AT 644-3311.
THE PUBLIC WORKS DEPARTMENT INSPECTOR SHALL ALSO BE NOTIFIED AFTER
PLACEMENT OF FORMS AND PRIOR TO PLACEMENT OF ANY CONCRETE FOR CURB
& GUTTER SO THAT FORMS CAN BE CHECKED FOR LINE AND GRADE AND
COMPARABILITY WITH EXISTING CONSTRUCTION.
10. THE: WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN 5 FEET IN DEPTH SHALL
BE EFl=ECTIVEL Y GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR
OTHEF< EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN 5 FEET iN
DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS
GROU.~D MOVEMENT MAY BE EXPECTED.
11. THE: CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH
WORK AS DESCRIBED IN NO. 10 ABOVE FROM CAL-OSHA.
12. ALL STORM DRAIN, SEWER AND WATER PIPES SHALL BE BEDDED IN ACCORDANCE
WITH CITY OF NEWPORT BEACH STD-106-L.
13. DUCTILE IRON PIPE SHALL BE CLASS 52 AND SHALL HAVE AN 8 MIL LOOSE
POLYETHYLENE ENCASEMENT AS PER SECTION 207-9.6.2 OF THE STAND;..RD
SPECIFICATIONS.
14 TH c,, ICT 01 O"Kc cu,, 1 9c 'NCT/l,r r coo .. , AL' IMAT<="' ••A•N 1:1TT1Nr..c ,., ■ 11 ............ ._,,_ -j ._._,,j'-\,_._ -•i -lf1,._._._ I'll -••1''\ L..J'1,IW•-u1 I I IU "-'VU,0
ACCORDANCE V'v'iTH NEWPORT BEACH STD-510-L.
15. WATER MAINS SHALL HAVE A MINIMUM OF 30" COVER FROM SUBGRAIJF.
16. ALL CONCRETE SHALL BE 560-C-3250.
17. SLOPE ANCHORS SHALL BE PROVIDED ON ALL LINES IN ACCORDANCE WITH
CITY OF NEWPORT BEACH STD-314-L.
18. A.C.P. WITH AD-LOAD OF ONE AND ONEHALF GREATER THAN REQUIRED
FOR R.C.P. MAY BE USED FOR STORM DRAINS.
19. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS IN
ADVANCE OF SHUTTING OFF ANY FIRE HYDRANTS AT 644-3106.
20. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS OF ALL
LANE CLOSURES.
21. A FIRE PROTECTION SYSTEM THAT IS ACCEPTABLE TO THE FIRE DEPARTMENT
SHALL BE INSTALLED BY THE DEVELOPER AND TESTED BY THE FIRE
DEPARTMENT PRIOR TO STORAGE OF ANY COMBUSTIBLE MATERIALS OR
ST ART OF ANY STRUCTURAL FRAMING.
22. ALL FLANGE PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS
STEEL NUTS, WASHERS AND HEX-HEAD BOLTS. GASKETS SHALL BE FULL
FACED, CLOTH REINFORCED BUNA-N RUBBER.
23. FLEK AND TRANSITION COUPLINGS USED TO JOIN PIPE IN V'vATER MAIN
CONSTRUCTION SHALL HAVE ALL THREADED PARTS AND JOINING HARDWARE
FABRICATED FROM TYPE 316 STAINLESS STEEL .
24. PIPE: HARNESS ASSEMBLiES, VALVE AND FiTTiNG RESTRAINTS AND SHACKLE-
CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL
ALL-THREAD ROD, NUTS BOLTS AND WASHERS. CLAMPS, SHACKLES AND
OTHER: HARDVVARE MAY BE CARBON STEEL CR DUCTILE IRON IJVHERE
APPROPRIATE, BUT MUST BE COATED LIBERALLY WITH COR.:10S ION
PROTECTIVE MASTIC COMPOUND.
25. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL
HAVE THREADED PARTS COATED LIBERALLY WITH ANTi-SEIZE COMPOUND.
26. ALL BOLTED AND THREADED FASTENERS SHALL BE MANUFACTURED IN THE
UNITED STATES OF ft.MERICA AND SHALL CONFORM TO THE M!N!MUM
REQUIREMENTS FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS
ESTABLISHED BY THE ASTM AND THE ANSI SPECIFICATIONS. ALL FASTENERS
SHALL BE ACCOMPANIED BY WRITTEN CERTIFICATION FROM THE MANUFACTURER
STAT!!\G COMPLIANCE \A/ITH THE APPROPRIATE SPEC!FlCAT!ONS.
1' APPIWVlU . l
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SEWER REALIGNMENT
1221, 1501, 1511, 1401 KINGS ROAD
NEWPORT BEACH, CALIFORNIA
7-l"t--00 JATC:
APµ'U. lllSC,lll DIIAW, f S.vi CITY ()f--NEW/JO~T Bi::ACH SC/\l_L:
Cl ![C~,D DATE 6/00 PUGL C WORKS rJI-PARTIJ[NT SI lcEI 1 or 2
5-5/83_ s
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-195 L.F.
NOTES:
~'/7'77~: v'/1/ /1/j OLD EASMENT LINE
! NEW EASMENT LINE
PIPE MARK. BEARING LENGTH
LI N 76° 9' 16' W 43.14'
L2 N 71° 30' ,~2• W 2!.91'
L:5 N 11° 01· oo· w 65.08'
L4 N 66° 35' 15' W 45.37'
L5 N 49° 51' DO' W 22.20'
L6 N 49• s1· ,ao· w 10. aa •
L7 N 65° 12' ,~o• W
r,cr,
55.50' AS-BUILT
2/20/01 A.C. & 1401 SEWER REALIGNMENT APi'rWVE)
1-l'L-OD
DAil
L_L___J ____ lc-::,F~v,,::-:1(=--JN=-s _____ j__---jCHECKED
□Y lJLSCl~llllJON APP'D, Ill SIGN! ll CRAWN FSM
DATEIJ/ J0/00
DETAIL 1
AT STATION -o-+66
SEWER REALIGNMENT
1221, 1501, 1311, 1401 KINGS ROAD
NEWPORT BEACH, CALIFORNIA
CITY OF NEWi:JORT BEACH SCALl I'= 20 '
PUOUC WO~l<S O[Pi\R lNLNT S!lrFT 2 OF 2
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