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~ rm $-# e z C□U.EGE: t::J CITY OF I-COSTA ~ CITY L'.J z t:; ~ OF MESA gl > ~ !!l Ii s! I-« IRVINE g % :z ! ::::, " :::i:: ii
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>-UNI \CRSl 1Y ,..:; "' I-> \JP :::, ~ <C BA :c u 19TH ST, I-UC.I. "' IT <C
F BI \I EIJ
EA
PUBLIC 1VORKS DEPARTMENT
0-INDICATES AREA
SH□IJN ON
L□CATI□N MAP Oc.t, ~
1,1; ~"'
VICINITY MAP
NOT TD SCALE
SYMBOL LEGEND
•
0
POWER POLE
MANHOLE
'ti FIRE HYDRANT
D METER BOX
---0--VAL VE
POWER POLE ANCH□R
MONUMENT
-x-x-x-FENCE
===c:::: BLOCKWALL
0 TREE
G{J SHRUBBERY
ASPHALT PAVEMENT
GENERAL NOTES
1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIRD.tENTS OF THE NEWPORT
BEACH SPECIAL PROVISIONS AND STANDARD DRAWINGS, (1994 EDITION), INCLUDING SUPPLEMENTS; ANO
STANDARD SPEC~FlCATIONS FOR PUBllC WORKS CONSTRUCTION, 1997 EDmON AND SUPPLEMENTS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AV/>,llABlf RECORDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING
CONSTRUCTION OF THE NEW FACiiJTIES.
3. ALL UNDERGROUND WORK SHALL BE COMPLITTD PRIOR TO PAVING DRIVEWAY.
4. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS
REQUIRED BY SOILS TESTS TAKEN AFTER COMPLETION OF ROUGH GFIADING.
5. SEWER, WATER ANO STORM DRAIN LINE DISTANCES SHOWN IN PROFILE ANO IN THE ESTIMATED QUANTITIES ARE
HORIZONTAL DISTANCES .
6. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE
OF PERFORMING ANY WORK AT 644-331 i.
7. THE WALLS AND FACE OF ALL EXCAVATIONS GREATER THAN (5) FEE;" IN DEPTH SHALL BE EFFECTIVELY
GUARDED BY A SHORING SYSTEM; SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES OR
EXCAVATIONS LESS THAN (5) FEET IN DEPTH SHALL Al.SO BE BUAR[IEO WHEN EXAf.AINATION INDICATES THAT
HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED.
8. THE CONIRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN
NO. 7 ABOVE FROM CAL/OSHA.
g. ALL SEWER ANO WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD. 106-L
1 O. P.V.C. SEWER PIPE MAY BE USED IN LIEU OF V.C.P. PIPE MUST BE MANUFACTURED PER A.S.T.M. D3034
SDR35 OR A.S.T.M. F-789. ALL FITTINGS SHALL BE PREFABRICATED FULL-BODY FITTINGS. THE P.V.C. SEWER
PIPE BEDDING SHALL BE 3/4" CRUSHED ROCK FROM 6• BELOW TH[ PIPE iO 12• MlOVE THE TOP Of" PIPE
AND CONSOLIDATEO BY JETTING PRIOR TO COMPLETION OF TRENCH i!ACKFILL.
11. 1HRUST BLOCKS SHALL BE INSTALLED ON ALL WATER MAIN FITTINGS IN ACCORDANCE WITH CITY OF NEWPORT
BEACH STD. 510-L. ;:::!:::!:\:\:\.': BR!CKIJALK
I.· .. . . . ·l
EMERGENCY TELEPHONE NUMBERS
I'·.-_ .. -··_-. : '---:I CONCRETE
kVLVLta BUILDING
----EXISTING CONSTRUCTION
- ---PROPERTY LINE
NEW CONSTRUCTION
---t. ---CENTERLINE
----S----SEWER LINE
------\,I-WATER LINE
---G---GAS LINE
-E--P□IJER LINE
-TEL-TELEPHONE LINE
-TV--CABLEVISION LINE
-SP--SPRINKLER SYSTEM
JJ: STREET LIGHT
NO. DESCRIPTION
REALIGN SEWER & LAT. LOCATIONS
AGENCY
SOUTHERN CALIF□RNJA GAS COMPANY
SOUTHERN CALIFORNIA EDISON COMPANY
PACIFIC TELEPHONE COMPANY
CITY OF NEWPORT BEACH (UTILITIES DEPT.>
COUNTY SANITATI□N DISTRICTS
COMCAST CAJ!LEV!Sl□N
REVISIONS
APPROVED BY:
1
2 REALIGN SEWER TO STREET & RELOCATE WM'S 0 2720
CALL T FREE
DATE
NUMBERS
634-0251
895-0221
611
644-3011
962-2411
542-6222,
542-3975 AFTER 6:00 PM
BENCHMARK
NB 4-40-80 !EL.Ell. " 52.1175 NAVO 88
12. WATER MAINS SHALL HAVE A MINIMUM OF 30" OF COVER FROM SUBGRADE.
13. ALL CONCRETE SHALL BE 560-C-3250.
14. SLOPE ANCHORS SHALL BE PROVlDED ON ALL LINES lN ACCORDANCE WITH ClTY OF NEWPORT BEACH srn. NO.
314-L.
15. ALL SEWER LINES TO BE OWNED, OPERATED AND f.AAINTAINED BY THE CITY OF NEWPORT BEACH SHALL BE
VIDEO INSPECTED AFTER GLEANING, AIR TESTING AND MANIJRIWNG. ALL VIDEO INSPECTION SHALL BE
PERFORMED BY THE CITY UTILITIES DEPARTMENT. THE DEi/ELOPER SHALL PAY THE CURRENT RATE ESTABLISHED
BY THE CITY FOR VIDEO INSPECTION. ANY SEWER LINE FOUND TO llE DEFECTIVE SHALL BE REPAIRED AND
REINSPECTED, INCLUDING AIR TEST, MANDRIL AND VIDEO, PRIOR TO ACCEPTANCE.
16. THE CONTRACTOR SHALL NOTIFY THE FIRE DEPARTMENT 48 HOURS I~ ADVANCE OF SHUTTING OFF ANY FlRE
HYDRANTS AT 644-3106.
17. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THflOUGH FRIDAY; 8:00 AM TO 6:00 PM
SATURDAYS; AND NO WORK ON SUNDAYS AND HOLIDAYS PER SECTION 10-28 OF THE NBMC.
18. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.
19. A SET OF APPROVED PLANS SHALL BE ON THE JOB SITT: AT ALL TIUES.
20. AN ENCROACHMENT PERMif MUST BE ISSUED FROM THE PUBLIC WOIIKS DEPARTMENT PRIOR TO THE START OF
ANY WORK.
PREPARED BY:
3 15 02
5 13 02 OCS 3 3/4", ALUMINUM DISK.
TO REACH DES"'fil'TION·
MICHAEL A fvlURPHY & ASSOC.
711 WEST 17th STREET, SUITE D5
COST A ME:SA, CA. 92627 ESTABLISHED BY ORANGE COUNTY SURVEY 1980 IN
CORONA DEL MAR AT THE JUNCTION OF FEARLEAF
AVENUE WITH BAYSIDE· DRIVE, ON THE EAST CORNER OF
1-800-422:.4133_ 1----1-----'--------------t-----+------tl
BEFORE YOU DIG
THE 4.3FT. CATCH BASIN WHICH IS ABOUT 15 FT. SOUTH OF
THE NORTH NOSE OF THE TRAFFIC DIVIDING ISLAND 4 FT.
NORTH OF THE NORTH CURB OF UPHILL TRAFFIC.
TEL (949) 645-5370 FAX (949) 645-6720
CIIIII.. ENGINEERING, PLANNING AND SUR\IEYlNG
PRIVATE DEVELCIPMENT & PUBLIC WORKS
DATE LAST REV. 5/29/02, 6/20/02
LOCATION MAP
NOTTO ICAlE
NOTES AND QUANTITIES:
MQ.,: DESCRIPTION: QUANTITY: UNIT:
SEWER CONSTRUCTION NOTES
G) NOT USED --
0 CONST. TERMINAL CLEAN OUT PER CITY OF NEWPORT BEACH SID-400-L 1 EACH
@ CHIP WALL OF EXIST. SEWER MANHOLE FOR 6 IN. PVC, SDR-l.5 PIPE. GROUT IN 1 EACH
PlACE.
0 CONST. HOUSE CONNECTION PER CITY OF NEWPORT BEACH STD-406-L 4" LATERAL ,n I~
CLEANOUT. 4 EACH
® CONST. 6 IN. PVC, SDR-35, SEWER PIPE PER PLAN AND PROFllf. PIPE BEDDING PER 110 LF.
CITY OF NEWPORT BEACH STD-106-L. TRENCH RESURFACING PER STD-105-L.
WATER CONSTRUCTION NOTES
@ TAP EXIST. A.C. PIPE FOR 2" COPPER WATER LINE. 1 EACH
(11) CONST. 2 IN. COPPER WATER PIPE. ASTM B 88, TYPE K. 80 L.F.
02) CONST. 1" WATER SER'v!CE PER CITY OF NEWPORT BEACH SlD-502-L. 4 EACH
@ ABANDON EXIST. WATER SERVICE AT THE MAIN . 1 EACH
' (~ "'· C'.1.31'.P
• 1/i ~ ·; J' /'.i 1/()~;,
\ ,\
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PRE E SL/PERVIS! F: ~ :,;?,:, t?2 CITY OF NEWPORT BEACH
MICHAEL A. MURPHY, P.E. DATE
RCE 23132 EXP 12/31/05
APPROVED: !'1 . Eru.. I( GMLHA-t,/2 s ;~z
SEWER & WATER IMPROVEMENT PLANS
2720 & 2740 BAYSDE DRNE D\JG. ND, S.51'1,Z-S
ELDON DAVIDSON, P.E. DATE SHT 1 OF 2
UTILllY DIRECTOR
7
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WATER CONSTRUCTION NOTES
TAP EXIST. A.C. PIPE FOR 2" COPPER WATER UNE.
CONST. 2 IN. COPPER WATER PIPE. ASTM ti BB, TYPE K.
CONST. 1" W/\TER SERVICE PER CIT'/ OF NEWPORT BEACH ST0-502-L.
ABANDON EXIST. WATER SERVICE AT THE MAIN
' .. ---1, .......... ,i ..
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' ' .. ,~ •~~• , • •-• I-~ v~"
----.....
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SEWER CONSTRUCTION NOTES
NOT USED
CONST. TERMINAL CLEAN OUT PER CIT'/ OF NEWPORT BEACH STD--400-L.
CHIP WALL Of EXIST. SEWER MANHOLE FOR 6 IN. PVC, SDR-35 PIPE. GROUT IN
PLACE. .. -CONST. HOUSE CONNECTION PER CIT'/ OF NEWPORT BEACH ST0-406-L 4" LATERAL
CLEANOUT.
CONST. 6 IN. PVC, SDR--35, SEWER PIPE'. PER PLAN AND PROFILE. PIPE BEDDING PER
CITY OF N~PORT BEACH STD-106-L. TRENCH RESURFACING PER STD--105--L
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HORIZ. 1" =
VERT. 1" =
1+00
10'
2'
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UNAUTHORIZED CHANGES AND USES:
CAUTION: THE PRIVATE ENGINEER PREPARING THESE PLANS WILL
NOT BE RESPONSIBLE FOR, UNAUTHORIZED CHANGES TO OR USE OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING
AND MUST BE APPROVED BY lHE PREPARER OF THESE: PLANS.
( 2" VALVE TO GRADE_ ~ / , .,-f------'I•.. """' --li\ '-''. """" --fiJ ,.,.¢.< r IN A 4TT BOX .. --,._"<:::::_::7__ ~/ i • ! --Mj " · • '{~ .
(
> EXIST. SEWER~~ l--c-0--+V---,~•· ( ... ·-"-~-~--__.::.._-+}-~+---_-_ -_ ,,._.r.¥:_-~·-""@-, 1=---.-+--s--o-_0-4-11-------L---_2 -+J'
~l~1~+i~~ -: fl i ~ JOINT ~~~~J "--~(5=-'{T...:::;::;::;~--------'------------~=--=~-~%==:::~:~;~::~:=~~:-:· ~ ---
ENGINEERING NOTE TO CONTRACTOR: ~
' C /L EXIST MH ,,,,-ff<;, o
3
" \::'., ---------..
.,v ,,,--_oc.oG)
,._i_'<J ~ 6" ---~ ', C i----------
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES,
PIPES ANO/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED
BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT />S SHOWN ON
THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL
AND HORIZONTAL LOCATION AND SIZE OF ANY
PUBLIC OR PRIVATE UTILITIES SHOWN OR NOl SHOWN HEREON. CONTRACTOR
AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
THE JOB SITE CONDITION DURING THE COURSE OF CONSlRUCTION OF THIS
PROJE:CT, INCLUDING SAFE1Y OF ALL PERSONS AND PROPERTY AND THAT
THIS REQUIREMENT APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS. THE CONTRACTOR ALSO AGREES TO DEFEND, INDEMNIFY
ANO HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FORM THE
SOLE NEGLIGENCE OF THE OWNER OR THI;; E:NGINEER.
IMPORTANT NOTICE
SECTION 4216/4217 OF THE GOVERNMENT CODE
REQUIRES A DIGALERT IDENTIFICATION NUMBER
BE ISSUED BEFORE A "PE:RMIT TO EXCAVATE"
WILL BE VALID. FOR YOUR DIGALERT I.□. NUMBER
CALL UNDERGROUND SERVICE ALERT
TOLL FREE 1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG.
REVISIONS BENCHMARK PREPARED FOR:
-N-0-. -,.--------,,,DE"'s""c"'R"'1p"'T"'1o""N,...:.;:=.:.;.;;;;=.;.;;.---,-A-P __ P __ R_O_V-ED __ B_Y_: -r-□-AT .. E~+-----.=;;;;.;.;;;.;."""'-"-'"-------t
1 REALIGN SEWER & LAT. LOCATIONS 3 15 02
2 REALIGN SEWER TO STREET & RELOCATE WM'S @ 2720 5 13 02
DATE LAST REV. 05/29/02, 6/20/02
•
WELTON PROJEc·r
2720-2740 BAYSIDE DRIVE
NEWPORT BEACH, CA.
(949) 675-6900
SEWER AND WATER
-
~ ....__.,,..,,.,_ ..--·"··----✓•.__ __ ."'-_~ _ _,._...___,.,.'-..._..-'..,______,.''-"--~ A . . •
------'-~· ..__, ,._ ,S ,.,. .,..._ ,,. a R A
PREP/I.RED BY:
MICHAEL A. MIURPHY & ASSOC.
711 WEST 17th STREET, SUITE D5
COST A MES/\, CA 92627
TEL (949) 645-5370 FAX (949) 645-6720
CIVIL ENGINEERINQ PLANNING AND SURVEYING
PRIVATE DEVELOPMENT & PUBLIC WORK5
0
PREPARED UNDER THE SUPERVISION OF: SCALE:
1' = 10'
DATE:
-2_~(~¼~/~/4i __ JU_N~E_20._20_02 __
MICHAEL A. MURPHY, P.E. T 'DATE DRAWN BY: RC/MN
RCE 23132 EXP 12/31/05 CHECKED BY:
NOTE TO CONTRACTOR
CONTRACTOR IS TO FIELD VERIFY lliE INVERT OF TflE EXISTING SEWER
MANHOLE. IF THE MEASURED FIELD INVERT DIFFERS SUBSTANTIALLY
FROM THESE PLANS, THE CONTRACTOR IS TO NOTIFY THIS OFFICE.
IMPROVEMENTS
PLAN AND PROFILE
PLAN & PROFILE
2720-2740 BAYSIDE DRIVE
NEWPORT BEACH, CALIFORNIA
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