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POWER POLE
MANHOLE
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GENERAL NOTES (CONTINUED)
EROSION CONTROL
CONTRACT NO.
r , ) , / ·.) I ,/.
APPROVED •·--· 'L:. ·' ,, _...,_
c-2831
3B799
R.C.E.
PUBLIC WORKS DIRECTOR
12B06
R.C.E.
U,•lG,-'ll
DATE
~' ?.-(l-'i-_l
DATE
'Cf FIRE HYDRANT
D METER BOX
1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15
TO MAY 15.
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN
OCTOBER 15 AND MAY 15. J L-
~ VALVE
E-POWER POLE ANCHOR
,6. MONUMENT
-x-x-FENCE
BLOCK WALL
C:~ TREE
[!;'--, 1,,, SH RUBBERY / "::,/
.&.&.&& ASPHALT PAVEMENT
:;:,, o;:_ ,;:x, ~ ;:i; 'i5-!2?' .£rS BR I C K WALK
L_:: ~~j CONCRETE
t ;:I
~.L-<L/.Lz:! BUil DING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i-CENTERLINE
-··-s-SEWER LINE
--·· -w-WATER LI NE
--~-GAS LINE
-E-POWER LINE
-7Et.-TELEPHONE LINE
-rv-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
~ STREET LIGHT
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTRICTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALERT
3. BETWEEN OCTOBER 15 AND MAY 15, THE CONTRACTOR SHALL PROVIDE
EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY
WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT.
REQUIRED INSPECTIONS
1. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED 48 HOURS PRIOR
TO START OF CONSTRUCTION WITH THE FOLLOWING PEOPLE PRESENT:
UTILITIES DEPARTMENT, SEWER CONTRACTOR, DESIGN CIVIL ENGINEER,
CITY INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD
INSPECTIONS WILL BE OUTLINED AT THE MEETING.
DOCUMENTATION
1 . AN AS-BUILT SEWER IMPROVEMENT PLAN SHALL BE PREPARED BY THE
CONTRACTOR INCLUDING ANY DEVIATION FROM THE ORIGINALS SEWER
IMPROVEMENT PLAN. CONTRACTOR SHALL PROVIDE WRITTEN APPROVAL
THAT THE '//ORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED
SEWER IMPROVEMENT PLAN.
•
NUMBERS
NUMBER BASIS OF BEARINGS
BEARINGS ARE BASED ON THE
BENCHMARK
OCBM NB4 26 71
.
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SEAVIEW LN.
b,OCA TION MAP
N.T.S.
ELEV. 85.679 ADJ. 1976 634-0251
895-0221
611
644-3011
962-2411
CENTERLINE OF HAZEL DRIVE, IN THE NORTHWEST PART OF THE INTERSECTION OF OCEAN BOULEVARD AND
BEING N50° 22' oo"'W, AS PCPPY AVENUE; 60.5 FEET NORTHEAST OF THE CENTERLINE OF OCE~t,I. ·14
542-6222 after 6:00
720-4040
1·800-422 • 4133
542-3975
SHOWN ON TRACT MAP NO. 673, FEET "NORTHWEST OF THE CENTERLINE OF POPPY., 60.5 FEET NORTHEAST OF
IN MAP BOOK 70 PAGES 17 & 18, THE CENTERLINE PROLONGATION OF OCEAN TO THE NORTHWEST, ABOUT·1 FOOT
RECORDS OF ORANGE COUNTY, CA. NORTHWEST OF THE FACE OF CURB, 2. 5 FEET NORTHEAST OF THE' CURB
RE:rURrl, IN A CONCRETE POST O. 3 OF A FOOT LOWER THAN THE CURB,,·· '
-.
I
N. T-s.
NEW 811 SEWER
SEAL SE/\L
1 .
2.
3.
4.
5 .
6.
7 .
8.
NO.
1.
2.
INDEX
TITLE
.TITLE SHEET
SEWER PLAN &
PROFILE
GENERAL NOTES
THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS,
STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD
DRAWINGS AND THE ""STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION"", 1991 EDITION AND SUPPLEMENTS.
DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.
SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE
CONSTRUCTION PERIOD.
WORK HOURS ARE LIMITED· FROM 7:00 AM TO 6:30 PM MONDAY THROUGH
FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS PER SECTION 10-28 OF THE
NBMC.
NOISE. EXCAVATION. DELIVERY AND REMOVAL SHALL BE CONTROLLED
PER SECTION 10-28 OF THE NBMC .
THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT
ALL TIMES. ,
THE CONTRACTOR TS RESPONSIBLE FOR LOCft.TING AND PROTECTING
UTILITIES.
APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE
USED TO PROTECT EXISTING DRAINAGE DURING THE SEWER
INSTALLATION OPERATION.
9. EXISTING UNDERGROUND UTILITIES 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.
' 10. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND WALKS.
11. STATIONS SHOWN (0+00J ARE SEWER STATIONS AND ARE INDEPENDENT
OF ALL OTHER STATIONS.
12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS
DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK 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 THE FORMS CAN BE
CHECKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING
CONSTRUCTION.
13. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE ·15 I
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS.
TRENCHES OR EXCAVATIONS LESS THAN FIVE 15) FEET IN DEPTH SHALL
·ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS
GROUND MOVEMENT MAY BE EXPECTED.
14 .
1 5 .
1 6 .
THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FORM CAL-OSHA.
ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY
OF NEWPORT BEACH STD-106-L.
VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL
PERMISSION. PIPE SHALL BE MANUFACTURED PER ASTM-D-3034
SDR-35 OR ASTM-F-789, ALL FITTINGS SHALL BE PREFABRICATED
FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/ 4 ..
CRUSHED ROCK FROM 6"' BELOW THE PIPE TO 12'' ABOVE THE TOP OF
PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION
OF TRENCH BACKFILL.
17. ALL CONCRETE SHALL BE 560-C-3250.
18. ALL SEWER LINES TO BE OWNED. OPERATED AND MAINTAINED 3Y THE
CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER CLEANING,
AIR TESTING AND MANDRILLING, ALL VIDEO INSPECTION SHALL BE
PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER
SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO
INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY,
DEFECTIVE, DAMAGED OR OTHERWISE COMPROMISED SHALL EE
REPAIRED/REPLACED AND REINSPECTED, INCLUDING AIR TEST,
MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE,
19. THE FIRE DEPARTME.NT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF
ALL LANE CLOSURES.
20. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF
FULFILLING 1HEIR RESPONSIBILITY, THE CIVIL ENGINEER AND
TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN
CONFORMANC!= WITH THE APPROVED SEWER IMPROVEMENT PLANS, THE
DISCREPANCkES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE
PERSON IN. CHARGE OF THE SEWER IMPROVEMENT WORK AND TO THE
UTILITIES DEPARTMENT. RECOMMENDATIONS FOR CORRECTIVE
MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR APPROVAL.
+840 Irvine Boulevard, Suire 208, Irvine, California 92720
II-157-91
/I -7-&I
714-730-5256 ■ FAX: 714-332-3215 5-5142-S
0':.REK .l. McGREGOR RCE. 38483 DATE SHT. 1 OF 2
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SCALE IN FE!.l",
iji Divf Engineering
Civil • Surveying • Plannine
4840 irvine Boulevard,
714-730-5256
Suite 208, Irvine, California 9272D
• FAX: 714-832-3215
I
APPRDVE.D
EX/ST
CHANNEL\
NEW
•
CONSTRUCTION NOTES
CONSTRUCT 8" ·p, V .C. -SDR35..
. CONSTRUCT 4·' HOUSE SEWER LATERAL PER CITY OF NEWPORT BEACH
STD.-406-L.
CONSTRUCT SEWER MANHOLE PER CITY OF NEWPORT BEACH STD'.-401-L.
REMOVE EXISTING SEWER CLEANOUT,
C.I.P.
CUT AND PLUG EXISTING 4"
CONNECT TO EXISTING 4" HOUSE SEWER LATERAL. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION AND HE
SHALL NOTIFY UTILITIES DEPARTMENT AND ENGINEER IF ANY
DISCREPANCIES ARISE.
CONCRETE TRENCH RESURFACING PER CITY OF NEWPORT BEACH
STD.-105-L.
REMOVE EXISTING CURB AND GUTTER AND SIDEWALK TO THE NEAREST
JOINT. REPLACE WITH 6'' CURB AND GUTTER TYPE "A" PER CITY OF
NEWPORT BEACH STD. -182-L AND SIDEWALK PER CITY OF NEWPORT
BEACH STD,-180-L WHERE APPLICABLE.
CONNECT TO EXISTING MANHOLE AND RECHANNEL CONCRETE BASE PER
DETAIL "A",
CONSTRUCT 8'' P.V.C. SDR35 WITH A.B.S. STOPPER.
RESH,-,,,Pe Sh'C:Lves
AS REQU/RED TO
I Ii' ·;,,~// rt---SLC!Pe" /NTO CHANNEL
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DETAIL "A"
N.T.S.
POPPY AVE.
Y UTILITIES~AEC"!iOR'l---+--+-------------------t----1 PUBLIC WORKS DIRECTOR
SEWER IMPROVEMENT
RL NO 'lf>:J'l'I R,E, NO, 1?,.6 <'l
DATE IZ. • lw • ~, DAT< f "t--I{• ~I
DESIGNED
DSG.
CHECKED
D.7 ,r;,7
DRAWN
DBL,
DATE
DATE BY DESCRIPTION APP'□, DESIGNED DRAWN
REVISIONS CHECKED DATE
FROM STA. 10+00.00 TO'• STA. 11 +7B.00 ,
CITY OF NEWPORT BEACH S-5142-S
PUBLIC WORKS DEPARTMENT SHEET 2 OF 2
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NEWPORT
PUBLIC WORKS
OF
BEACH
DEPARTMENT
POPPY A VENUE SEWER IMPROVEMENT
CONTRACT NO. c-2831
/
Q_ INDICATES :REA
SHOWN ON
LOCATION MAP 0 C f
,'I lit 4 ATION
VICINITY MAP
l/4 0 ¼ 1/2 3/4 1 --- -··--GRAPHIC SCALE IN MllES
SYMBOL LEGEND
♦ POWER POLE
0 MANHOLE
'Cf FIRE HYDRANT
□ METER BOX
---0--VALVE
E---POWER POLE ANCHOR
D, MONUMENT
-x-x-FENCE
BLOCK WALL
C~ TREE
SHRUBBERY
.,v,--4,.,J-£.& ASPHALT PAVEMENT
~~ BRICKWALK
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L'C::. :.__ ..c:..1 CONCRETE
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t'.L/L~L"'1 BU IL DING
EXISTING CONSTRUCTION
NEW CONSTRUCTION
---i-CENTERLINE
----s-SEWER LINE
-----w-WATER LINE
--~-GAS LINE
-£-POWER LINE
-TEL-TELEPHONE LINE
-Tv-CABLEVISION LINE
-sP-SPRINKLER SYSTEM
;::( STREET LIGHT
'o:::__
EMERGENCY TELEPHONE
AGENCY
SOUTHERN CALIFORNIA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (PUBLIC UTILITIES)
COUNTY SANITATION DISTA I CTS
COMCAST CABLEVISION
COMMUNITY CABLEVISION
UNDERGROUND SERVICE ALE RT
GENERAL NOTES (CONTINUED)
EROSION CONTROL
1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15
TO MAY 15.
2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN
OCTOBER 15 AND MAY 15.
3. BETWEEN OCTOBER 15 AND MAY 15, THE CONTRACTOR SHALL PROVIDE
EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY
WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT.
REQUIRED INSPECTIONS
1. A PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED 48 HOURS PRIOR
TO START OF CONSTRUCTION WITH THE FOLLOWING PEOPLE PRESENT:
UTILITIES DEPARTMENT, SEWER CONTRACTOR, DESIGN CIVIL ENGINEER,
CITY INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD
INSPECTIONS WILL BE OUTLINED AT THE MEETING.
DOCUMENTATION
1. AN AS-BUILT SEWER IMPROVEMENT PLAN SHALL BE PREPARED BY THE
CONTRACTOR INCLUDING ANY DEVIATION FROM THE ORIGINALS SEWER
IMPROVEMENT PLAN. CONTRACTOR SHALL PROVIDE WRITTEN APPROVAL
THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED
SEWER IMPROVEMENT PLAN.
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N T.S
~ NEW fi' SEWER
NUMBERS
NUMBER
634-0251
895-0221
611
644-301 I
962-2411
542-6222 after e:oo 542-3975
720-4040
1·800·422-4133
~_Q_CA TION MAP
N,T,S.
BASIS OF BEARINGS BENCHMARK
OCBM NB4 26 71 ELEV. 85.679 AD.J. 1976
BEARINGS ARE BASED ON THE
CENTERLINE OF HAZ'cL DRIVE, IN THC:: NORTHWEST PART OF THE INTERSECTION OF OCEAN BOULEVARD AND
BEING N50° 22' 00"'11, AS PO?PY AVENUE; 60.5 FEET NORTHEAST OF THE CENTERLINE DF OCE;-A:N, -14
SHOWN ON TRACT MAP NO. 673, FEET 'NORTHWEST OF THE CENTERLINE OF POPPY, 60.5 FEET NORTHEAST OF
IN MAP BOOK 70 PAGES 17 & 18, THE CENTERLINE PROLONGATION OF OCEAN TO THE NORTHWEST, ABOUT 1 FOOT
RECORDS OF ORANGE COUNTY, CA. NORTH))'EST OF THE FACE OF CURB, 2, 5 FEET NORTHEAST OF THE' CURB
REJURN, IN A CONCRETE POST O. 3 OF A FOOT LOWER THAN THE CURB,, "
SE~L
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2.
3.
4.
5.
6.
7.
8.
9.
NO.
1.
2.
INDEX
TITLE
TITLE SHEET
SEWER PLAN &
PROFILE
GENERAL NOTES
THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO
THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS.
STANDARD SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD
DRAWINGS AND THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION", 1991 EDITION AND SUPPLEMENTS.
DUST SHALL BE CONTROLLED BY WATERING ANU/OR DUST PALLIATIVE.
SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE
CONSTRUCTION PERIOD.
WORK HOURS ARE LIMITED F!'<OM 7:00 AM TO 6:30 PM MONDAY THROUGH
FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS PER SECTION 10-28 OF THE
NBMC.
NOISE. EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED
PER SECTION 10-28 OF THE NBMC.
THE STA.MPED SET OF APPROVED PLANS SHALL BE ON THE JOB SIT~ AT
ALL TIMES.
THE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING
UTILITIES.
APPROVED DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE
USED TO PROTECT EXISTING DRAINAGE DURING THE SEWER
INSTALLATION OPERATION.
EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PErl 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.
10. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR
AND FINISH TO ALL ADJOINING CURBS AND WALKS.
11. STATIONS SHOWN (0+00) ARE SEWER STATIONS AND ARE INDEPENDENT
OF ALL OTHER STATIONS.
12. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS
DEPARTMENT 46 HOURS IN ADVANCE OF PERFORMING ANY WORK 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 THE FORMS CAN BE
CHE°CKED FOR LINE AND GRADE AND COMPARABILITY WITH EXISTING
CONSTRUCTION.
13. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE 151
FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING
SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS,
TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH SHALL
·ALSO BE GUARDED WHEN EXAMINATION INDICATED THAT HAZARDOUS
GROUND MOVEMENT MAY BE EXPECTED,
14. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION
OR TRENCH WORK AS DESCRIBED IN NO. 13 ABOVE FORM CAL-OSHA.
15, ALL STORM DRAIN, SEWER AND WATER PIPE SHALL BE BEDDED PER CITY
OF NEWPORT BEACH STD-106-L.
16. VCP SEWER PIPE MAY BE USED IN LIEU OF PVC PIPE BY SPECIAL
PERMISSION, PIPE SHALL BE MANUFACTURED PER ASTM-D-3034
SDR-35 OR ASTM-F-789. ALL FITTINGS SHALL BE PREFABRICATED
FULL-BODY FITTINGS. PVC SEWER PIPE BEDDING SHALL BE 3/4"
CRUSHED ROCK FROM 6" BELOW THE PIPE TO 12" ABOVE THE TOP OF
PIPE AND SHALL BE CONSOLIDATED BY JETTING PRIOR TO COMPLETION
OF TRENCH BACKFILL.
i7. ALL CONCRETE SHALL BE 560-C-3250.
18. ALL SEWER LINES TO BE OWNED. OPERATED AND MAINTAINED BY THE
CITY OF NEWPORT BEACH SHALL BE VIDEO INSPECTED AFTER c:_EANING,
AIR TESTING AND MANDRILLING, ALL VIDEO INSPECTION SHALL BE
PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEVELOPER
SHALL PAY THE CURRENT RATE ESTABLISHED BY THE CITY FOR VIDEO
INSPECTION. ANY SEWER LINE FOUND TO BE INSTALLED INCORRECTLY,
DEFECTIVE. DAMAGED OR OTHERWISE COMPROMISED SHALL BE
REPAIRED/REwLACED AND REINSPECTED, INCLUDING AIR TEST,
MANDRILL AND VIDEO, PRIOR TO ACCEPTANCE.
19. THE FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF
ALL LANE CLOSURES.
20. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF
FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER AND
TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN
CONFORMANCE WITH THE APPROVED SEWER IMPROVEMENT PLANS, THE
DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE
PERSON IN CHARGE OF THE SEWER IMPROVEMENT WORK AND TO THE
UTILITIES DEPARTMENT. RECOMMENDATIONS FOR CORRECTIVE
MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE UTILITIES
DEPARTMENT FOR APPROVAL.
Drvf Engineering
Civtl • Surveying • Planning
~840 [rvine Boulevar<l, Suire 208, Irvine, California 92720
ll-19-91
//-7-~I
714-730-5 256 • FAX: 714--332-32 LS S-5142-S
DEREK .J.. McGREGOR RCE 36483 DA TE SHT. 1 OF 2
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CONSTRUCTION NOTES
CONSTRUCT s·· 'P.V.C. -SDR35.
CONSTRUCT 4·' HOUSE SEWER LATERAL PER CITY OF NEWPORT BEACH
STD. -406-L.
CONSTRUCT SEWER MANHOLE ?ER CITY OF NEWPORT BEACH STD', -401-L.
REMOVE EXISTING SEWER CLEANOUT.
C.I.P.
CUT AND PLUG EXISTING 4"
CONNECT TO EXISTING 4' HOUSE SEWER LATERAL. CONTRACTOR TO
VERIFY LOCATION ANO ELEVATION PRIOR TO CONSTRUCTION AND HE
SHALL NOTIFY UTILITIES DEPARTMENT AND ENGINEER IF ANY
DISCREPANCIES ARISE.
CONCRETE TRENCH RESURFACING PER CITY OF NEWPORT BEACH
STD.-105-L.
REMOVE EXISTING CURB AND GUTTER AND SIDEWALK TO THE NEAREST
JOINT. REPLACE WITH 6'' CURB AND GUTTER TYPE "A" PER CITY OF
NEWPORT BEACH STD.-182-L AND SIDEWALK PER CITY OF llEWPORT
BEACH STD.-180-L WHERE APPLICABLE.
CONNECT TO EXISTING MANHOLE AND RECHANNEL CONCRETE-BASE PER
DE7AIL "A".
CONSTRUCT 8'' P.V.C. SDR35 WITH A.B.S. STOPPER.
APPROVED POPPY AVE. ~ D 1 ,.f.Encrin,eenn,o Sl LL~~--t lVl ·..Li..t,.LL.i. -.LLL.JS Dfd¾Pf-v UTILITJES ti1REClfOR·'-----l-----l----------------+---t PUBLIC WORKS DIRECTOR
~ Civil • Surveying • Planning R.E. No.1i1,_~_9_ R.E. NO 12-f11'
t)(;j!tl,,L SEWER IMPROVEMENT
FROM STA. 10+00.00 TO'' STA. 11 +78.00 DATE IZ. •IC-· ~I DAT< { 1.,,-fl~~(
+840 !r,i:i: Boulevard, Suite 208, Irvine, Caliiooia ?2720 l-'-----~------li-----+---1-----------------+---f------.--=,----i----------------.------::--::-,
DESIGNED DRAWN DESIGNED DRAWN S 51 4 2 s
• FAX: 71"--832,3215 DSG_ .DBL. -DATE BY DESCRIPTION APP'D, CITY OF NEWPORT BEACH --
CHbC~~,1 DATE REVISIONS CHECKED DATE PUBLIC WORKS OEPARTMENT SHEET 2 OF 2
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