HomeMy WebLinkAboutN2018-0493City of Newport Beach 11111111111111111111111111111111111111111111Jill
I J111111
Permit No:N2018-0493
T 100 Civic Center Drive, Newport Beach, CA 92660 N 2 0 1
8 0 4
9 3
Permit Counter Phone (949)644-3311
Project No
Online Inspection Request - www newportbeachca gov / Online
Services
Inspection Requests Phone (949)644-3255
Job Address 1 PUBLIC ROW NB
Thomas:Guide:
Description : Pothole for existing 24-inch Orange County Water District reclaimed water line on Jamboree Road between the San Diego Creek and Eastbluff
Drive/University Drive, Eastbluff Drive between Back Bay Drive and Jamboree Road, and Eastbluff Drive
at Vista Del Sol/Bixia Street Pavement
restoration per City Standards.
Parcel #
Legal Desc :
Owner: CITY OF NEWPORT BEACH
Contractor : CARDNO INC.
Phone:
Phone: 714-487-5786
Address :
Address : 5622 RESEARCH DR
HUNTINGTON BEACH, CA
Contractor State Lic: 997036
Applicant: CARDNO INC
License Expire : 09 30, 2018
Phone: 714-487-5786 [
Address : 5622 RESEARCH DRIVE
HUNTINGTON BEACH, CA 92649
Business License : BT30057199
Business Expire: 11 30, 2018
Special Cond.: Pre -job inspection required.
Workers' Compensation Insurance - -
Carrier : ZURICH AMERICAN INSURANCE
Policy No : WC018396003
W. C. Expire: 06 30, 2019
Permit Processing Fee $257.00 Sewer Connection
$0.00
Total Fee $1,359.00
Agreement Fee : $0 00 4TT Box Cover:
$0.00
Paid : $0.00
Traffic control Plan Check $222.00 Total Water Meters :
$0.00
Balance: $1,359.00
Inspection Fee . $880 00 Water Meter Connection :
$0.00
Receipt No:
Refundable Deposit. $0 00 Total Water Meter Box.
$0.00
Street Tree Fee . $0 00 Adjustment :
$0.00
Processed By Date • _/_/
Other Department : Date
Utilities Approval Date. _/_/
Permit Denied - Date 4/
Traffic Approval Date.
Issued Permit Date ZlS/
_/_/
:
General Services Approval : Date
ALL UNDERGROUND WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR
Contact "Underground Service Alert" At Least 48-Hours in Advance of Any Excavation at 800-422-4133
TERMS AND CONDITIONS OF ENCROACHMENT PERMIT
1 Encroachment Permits may be taken out by the owner of benefited property or a licensed contractor A licensed
contractor must provide a "Letter of Authorization' to allow another party to pull a permit An approved copy of the
permit and construction plan shall be kept at the job site at all times Work, which has been done prior to issuance of
a permit, is subject to rejection/fine City reserves the right to void permit if work does not commence within 30 days
after date of issuance
2 The Permittee agrees to defend, indemnify and hold the City, its authorized agent, officers, representatives and
employees harmless from any responsibility, liability, suit or action of any description arising out of any accident, loss
or damage to persons or property occurring as a result of work undertaken under this permit
3 All work shall be done in accordance with the approved plans, Standard Speaal Provisions and Standard Drawings
of the City of Newport Beach and in compliance with all applicable State laws and City ordinances
4 Permittee guarantees all work performed under this permit to be free of hidden and latent defects Any failures shall
be corrected within two weeks after notification to the satisfaction of the Public Works Director
5 A valid State licensed contractor must perform all construction within the public right-of-way unless waived by the
Public Works Director A valid Slate Contractor License Class A can perform any work in the public right-of-way For
construction or connection to water lines a valid State Contractor License Class C-34 is required For construction or
connection to sewer lines a valid State Contractor License Class C-42 is required
6 All trenching and/or resurfacing shall conform to City Standard 105-L for parkway/roadway and City Standard 140-L,
in the alley, where a minimum half -alley width resurfacing shall be provided, unless otherwise directed by the Public
Works Dept Contractors shall obtain permits to perform excavation or trench work from the California Division of
Industrial Safety prior to commencing underground construction as required by State law Walls and faces of all
excavations over 5 feet in depth shall be protected by a shoring system, sloping of the ground, or other equivalent
means Trenches less than 5 feet in depth shall be guarded when hazardous ground movement may be expected
7 The Public Works Department Inspectors must inspect all work in the Public right-of-way Forms and subgrade must
be inspected and approved before concrete is ordered/poured Sewer, pipelines, and subgrade construction must be
inspected and approved before backfilling, or applicant may be required to excavate site Separate Utilities
Department or General Services Department inspections may be required depending on scope of work performed
8 All trench restoration must be inspected by the Public Works Department No utility installation(s) shall be allowed
over or within 5 feet of any City utilities, unless approved by the Public Works Department Locate and pothole
existing City -owned utilities tie water, sewer, or street lighting conduits) to verify locations Maintain a one -foot
clearance over or under existing City -owned utilities Sewer cleanouts require VCP or PVC SDR35 be used with a
4TT box over the riser
9 Properly lighted barricades must be provided and maintained around all trenches excavations and obstructions All
signs, flags, lights and other warning and safety devices shall conform to the requirements of the current "Manual of
Warning Signs, Sights and Other Devices for the Use in Performance of Work Upon Highways", issued by the
California Department of Transportation If needed barricades can be obtained from the City at a charge of $10 00
per barricade per day, with a minimum charge of $35 00 It is the responsibility of the applicant to place barricades to
protect the general public Access to fire hydrants must be maintained at all times
10 Work within or near beach sensitive areas will not be allowed during City holidays, spring break Memorial Day
weekend, summer between June 15 and September 15, and during the holiday season from December 19 to
January 1, unless approved by the Public Works Department
11 Any work that extends into traffic or parking lanes and impedes the normal flow of traffic requires the applicant to
acquire a Temporary Street Closure Permit from the Public Works Department Access for fire, police and
emergency vehicles must be maintained at all times Traffic Control must be per Work Area Traffic Control
Handbook (WATCH) No nighttime traffic lane closures, unless prior approval has been granted Any lane(s) closure
on a major street will only be allowed between 9:00 a.m. and 3:00 p.m. (Monday thru Friday) unless approved by
the Public Works Department Any work affecting the State Highway's traffic or within the State Highway right-of-way
will require a Caltrans Permit All vehicles shall be lawfully parked
12 This permit does not authorize the closure of sidewalks streets, or alleys for construction access storage of
materials, or parking of construction vehicles unless detailed on an attached Temporary Street Closure
13 Applicant must notify USA at 1-800-227-2600 2 days before starting any underground construction. Applicant
must notify all affected residents 24 hours in advance of restricted access and any inconveniences
14 Refuse or unused materials shall be removed within 24 hours after completion of the work If not removed, the City
may remove and bill the applicant Coordinate alley closures with City's refuse pick-up days by calling 949-644-3066
for the collection schedule so service is not interrupted To place a dumpster or materials in the public right-of-way, a
Temporary Street Closure Permit must be obtained from the Public Works Department
WORKER'S COMPENSATION INSURANCE (Sec i 3800 Labor Code)
I certify 11 that I have a Certificate of consent t sel icate of Worker's
Cc VP
sation nsura ce, or a Certified Co y here
DaSignature:
CERTIFICATE OF EXEMPTION (Sectio Code)
I certify that in the performance of the work undeis erm I shall not employ
any person so as to become subject to California Jrrker's C ` pensation Laws If,
after signing this certificate I become subject to the Wo er's Compensation
provisions of the State Labor Code, I must comply with the provisions of Section
3700 or this permit shall be deemed revoked.
Date:
Signature.
CONTRACTOR LICENSE EXEMPTION
As the Owner of the benefiting property, I certify I am personally performing all
work in the Public Right -of -Way.
Date:
Signature:
HOLD HARMLESS STATEMENT
I understand that I am locating minor encroachments within the City Right-of-
Way/Easement. As property owner it is my responsibility to maintain the
encroachments. I will be responsible for replacing the improvements if the City
removes them for maintenance of utilities or other public need. I shall indemnify
and hold the City harmless for any liability associated with the minor
encroachments.
Date:
Signatu
24-hour notice for EncroachmeJ' Per flspection is required by calling
Public Works at 949-644-33'�1/ = _ __)
15 Any above ground utility facilities will ( wire docume led approval from the adjacent
affected property owner(s)
16 Homeowner, contractors, and subco acot g mayj h be liable for violations of Water
Quality Laws Best Management actice willenforced It is against the law to
discharge construction debris into the gutte and smdrain Felony violations of Warer
Quality Laws are punishable by fines up to $25, and/or up to three years in State
prison plus the full cost to clean up an illegal discharge or spill
17 If a refundable deposit was paid, applicant must submit a Soils Compactio-i
Certificate or Evidence of a Slurried Backfill and request a final inspection from the
Public Works Department Monies may be held for six months after final inspection
before a refund will be processed
18 No trees in the public right-of-way shall be planted. removed trimmed er rr^locatod
without approval from the General Services Department
19 All work in the public right-of-way must meet the approval of the Public 1^Jork.
Department or corrections will be required (i e removals exposing connr�ctir„is.
etc ) Additional inspection fees may be required.
20 Permit is for standard materials in the public right-of-way only. unless previously
approved by Public Works and an Encroachment Agreement has been processed
21 Permit is valid for "description" of work noted on front onto Additional work
performed may require issuance of a separate permit and/gf`pd#itional fees
No work related to this encroachment permit shall be performed until the Public Works Department has issued this permit. Applicant hereby ae Howl dges he/she has read rid the terms and
conditions of this permit and he/she agrees to abide by them. Permit is void if work is not commenced within 30 days after issuance. ^ �
Permit fees are nonrefundable. Dat�o( _Ignature: _ - V _. - u
COMPLETE THE BELOW INFORMATION
PROJECT ADDRESS: 1
►'�„bl;c IRO
DETAILED DESCRIPTION OF \ PROPOSED WORK:
(?oT l�.0 l t ,� k',J 4 -t,_ it k- J tc% k-C
3 c c..k • a ,1 ti .1
i \-ti-
APPLICANT:
Phone:
Email Address:
Mailing Address:
City/State2ip:
OWNER:
Phone:
Email Address:
Mailing Address:
City/State/Zip:
Ell
CONTRACTOR: CONTRACTOR: 6
�q r r'
Office Phone:It*-4�6-1 -S-I 54
Company (if different):
Jobsite Phone: 5 -L -5\q -?, \ 3 4
Other Phone:
Email Address: r \ Lea. r a kAQ Np� L G 0. a . Co Y^
Mailing Address:
22 R.3u"I0A Dr"j
City/State/Zip:
N r1 N T.PJ
State License Number & Class:
Expires: 0j. sj C-1 !b
City Business License Number:
3 00 cj -1 9 9 Expires: j I '3o-i
rWORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code)
an : Z IA(Z.�,L\A Policy No: \ R oD Expires: -10-\9
Municipal Oerations: 949-644-3055
Utilities: 949-W-3011
Urban Forestry: 949-644-3083
,T;�-t �GC�:.s.�:,•-t 6+�!i�OFFi�iWG1 -.. _ r,:..�.
Special Conditions of Permit: ?ire- !*I* ins b,n rejyv7r,
ADDITIONAL APPROVAL REQUIRED FROM THE FOLLOWING DEPARTMENTS
Utilities:
Municipal Operations
Traffic: Fire:
Other:
Engineering Technician:
I' 4"
Rba:
Permit Specialist
11
Date:
q-IC - IT
Permit No.
N2018- C04g5
f /users/pbw/shared/encroach/masters/epworksheet xls
Public Works Department 949-644-3311
100 Civic Center Drive, Newport Beach, CA 92660
FEE WORKSHEET FOR ENCROACHMENT PERMIT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
All Fees Are Non -Refundable Unless Otherwise Stated
PROJECT ADDRESS:
I U,01►c. ROW
PERMIT
N2018- 0 +3
NUMBER:
APPLICANT:
Co,rldnp lne.
Permit Processing Fee: Q
Public Works Only $257 00 1
Other Department $293.00
Agreement Fee:
Preparation of Report/Agreement $871 00
Document Recordation Fee $204 00
Monitoring Wells $535 00
Inspection Fee:
Public Works Field Inspection
Utilities Field Inspection
Water Quality/Artificial Turf Inspection
Refundable Deposit:
Improvements
Qty.
$176.00 4
$129.00
$115.00
TBDBTBD
Street/Alley/Walk Closure: $70.00= Newspaper Rack Inspection $115.00 0
Traffic Control Plan Check
8-1/2" x 11" $70.00 Sewer Connection Fee $250.00
24" x 36" $152.00 ( 4TT Box & Cover $64.00
Additional
-----THE ---- eDision -----
THE FOLLOWING ITEMS REQUIRE APPROVAL FROM Revenuvi1
REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval: 1
Water Meter:
WLy.
W1
Installation Charge $563.00
13/4" Meter
$50.25
1
11 Meter
$121 50
Water Meter Boxes: 1
11 1/2" Meter
$285.00
1" DFW Meter Box $96.66 1
11 1/2" Turbine Meter
$700 00
2" DFW Meter Box $203.24 1
12" Meter
$425.00
1
12" Turbine Meter
$845.00
1
13" Meter
$3,310.00
14" Meter
$4,730.00
16" Meter
$7,190 00
Qty.
Budget Number
Development Services Fee (Plan check hourly)
$165.00
5200-5015
Final Tract Map Checking Fee
$2,653.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,653 00
5200-5027
Lot Line Adjustment Fee
$1,151 00
5200-5028
Park Dedication Fee Zone
TBD
405-470
Street Easement/Vacation Fee (+100% of hrly aver 4 hrs)
$1,089.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
Engineering Tech:
Total Amount Due:
For Finance use only
.J
is 1,359. —
Perm i ecialist
Receipt No.
f /users/pbw/shared/encroach/masters/ep front and back masters/
Rev 9/13/2018
epfeesheet xis -revised 9/13118
CONSTRUCTION PLANS
FOR
ORANGE COUNTY WATER DISTRICT
GREEN ACRES PROJECT PHASE 2
PIPELINE EXTENSION INTO NEWPORT BEACH
CONTRACT NO. GA- 97-1
DECEMBER 1996
S)NCE ]gam
r�OE COIi
a
'o,T Eq �I9t?g�r
OF
APPROVED BY:
APPROVED FOR CONSTRUCTION OF WORK WITHIN APPROVED FOR CONSTRUCTION OF
SUBMITTED BY:
CRA,nE COUNTY WATER DISTRICT
EK*fFACILIT ES FOR
CRY OF NEWPORT BEACH BANTA ANA HEK3HT9 WATER COMPANY
A3L CON3lLTNf3 ENGINEERS, INC.
-
MR-
_ -_ -.DATE
_y,'1
- — __ 97.'__
WI — MILLS JR.
GENERAL MANAGER
pQ�" WEBS
DIRECTOk Of PUBLIC WORKS
,C
R.C.E. IB]91 DATE -C. ARTH�
PR
DATE
_,�,..E_
2T TEOESCO DAiE
RC.f Ci __. _
U592B1 (EXPIRES 12-31-9])
RECORD DRAWINGS
STEVEN R CONKLIN
DIRECTOR OF ENGINEERING
DATE
ELDON C. DAMDSON
UTILITIES MANAGER
RC.E. nn3 GATE
nr�rEpx,—�
MrEY..�vTli
�` ,
�MrYWu r,Iw.
U.G.
DEC 1996
EI N' PINP N U BY.
ASL Consulting Engineers
i9 pllrlf�gyF�
J.
ORANGE COUNTY WATER D/STRICT
w ArTlw vAut r. cA rna 1 Jta�v.w
vpu[aw
'W
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PIPELINE EXTENSION INTO NEWPORT BEACH
5NLE1 Nn
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N W b.
IB2U.010
a.WN
v
y
GREEN ACRES PROJECT — PHASE 2
I
. d
n n E SHEr_r
1
REV.
DATE
DESCRIPTION
APP.
T.L E
�TIXI 2] ]W]�ru.l
' 11^'
CONTRACT NO. GA-97-1
o�p
I I j,
I
•ate "
NEWPORT
EACH
i
4
PROJECT
VICINITY
VICINITY MAP
LEGEND
e,a.wAL 'E� &Ow -Da As E.BL.
C?l IEPtRI, ' TAOR-11 NL)F)L 1
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ISNEET NNO.—�
'
LOCATION- MAPNIS
DEC. 1996 1PLANS PREPARED BY.
1esoolD ASL Consulting Engineers
On. LW
SHEET INDEX
1, TITLE IN-
2 AIR LWATION u.R, SHEET INDEI
GENERA OTES. -RUNE. AND AGERCR NDEK
HORIZONTAL CONTROL, BENCH NARK AND BASIS OF BEARING
5 PLAN t PROFILE $1 11NN OO TO STA, 12«00.W
[p e • _R s. 1a.W.W TO SIA. aa.W.W
] t PROFLE STA aa.W.00 TO SIA. )IIW W
e V9I t vROF Lf STA. 31+W TO STA 41.50 W
II PUN t PROFILE S. 5000 TO STA ])a
IS PLAN t PROFILE sl. IS
1R PLAN t PEOPLE STA .
a0 PVN l PROFIE slA 15
as PUNK tr PROFLE STA. 1I
a) P PRD'L: sr«. Ie
a. PLAIN t PROFILE STA. 19
a5 PLINtr TNR TA. aR
PUN OFILE STA. ]
] P P F LE sl.. a«
25 PLAN tr PROFILE STA. I«
29 — t PROF Lf SrA. 30
w PLAN tr RRDII E su.:6.
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)a PLAT. tr PROFILE I. )D
)) TRENCH SECTION AND REPAVIUG
1.
CIS
.15 VNLVF ETArvDOKPI ND VNIv�wANC
IN
)) u15CE UNEOUSST.LI
PIPE
)9 STEEL PIPE DETAILS
.D unaac PRmEcrwN DETAILS
TAIS
IT YTHDLVCywITERSE
NO1R ET-f
11 r AN . R WATER SE
.. 1AND 5' RE:.u.ED w.iER SF
+S uSCELLANFWs DfTu,s
.6 sANwC NCCONNE'CTpN OL lAl.
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.B CONNECTION DETAILS FOR SAW[
.9 SAN DIEGO CREEK BRIWE CROS:
!D
ISARE[EK BR W cR05:
52 FUTLRE BLRCH STREET NPROVEN
ORANGE COUNTY WATER DISTRICT _ _
GREEN ACRES PROJECT - PHASE 2
CONTRACT NO. GA-97-1
1m 57 1 TRA
:&Se :,Fl C
1. Kc
I't, 61
FK CONTROL
SE BRSIDE IT
STI 300r65
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111.
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IS TRAFFK COIRNOL
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ea' r�IK rpLTNIX uuWNtE Nu W A
1.
e9 TRMDC CONTROL lMANBARBnSn DR. AND = RD PR I
RO T r CORTROL SAKI. &RBA+. STAR 1121EE TO 111. 191,00
I TRAFFIC CONTROL ISIA OE, 50L AT EASTLUrr R.
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u%NW5L LUfF DR
9) FK CgRRW VISTA GEL s0E AND wSTA W R
9. IRAFFw CONTROL vIS1A DCL ORO STA. $S]lW LTD ST' Z55,B0
9S TRAFFIC CDARROL L NO BRE NEE. rITA TNUCNA
95 TRAFFIC CONTROL :T.wDE, DRO AT NSIA ORANDE
91 TRAFK WN1ROL ISSIIAVISi, ON.
TwEEn —.1 . v.RGO
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ISIA. 95210D)
9�K L 1R0, 0 AT w w wnr
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RECORD DRAWINGS
PIPELINE EXTENSION INTO NEWPORT BEACH SHEET ND
VICINITY MAP, LOCATION MAP, SSHEE7 INDEX 2
AND LEGEND
DF = SN
' EC"UVSIA-FERN ON"1-1 WGn OF THE ALL NWESRG.ICC1 SPECRKAigNS µ0
2. E LEASORANE CWNII WATER GFSISRKT FIELD
REPRESENIATN[E SHALL, NOPTED
"! PRO (I) I.R.G R BEINNR1c C R
HCWIREO RSE_PGN. U O µv
]. UNI RIwa RI4N PR TO µY GONSIRUCTgN
AC rvIRES N TIE GTr AN �NNA[HUFM PERu1I FROM THE
N RNWI BFA[:H APARTPUCNi N&C WORKSSNAIL COUPLv1 IT. ALl
ME
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µG TOUVERRY, If EWINCU, THE
EXISTENCE OF I! RESENT SURFACE OVENNIS. SEE PROILCT SPECIE-IION
A BEACH PIIBLq
wRxS DEVRFi11ERT NpL MURSSR AWUAiCE O� PEFFOFUONIANY 221
BAA-wlt.
ALE E CW FACILITIES YNNA"ONUENTµ
Uv1AGEUEIrt'AOENA1iIPRRLRNCS�ER�GM-R-wAr. OR IFS $HAu FORT1
THE SUNDwO 1.1c. ATgN S .III PIµS, µO WAIN IF v
KK CONSI N THE
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PERIRTS IRSgNI iNry cRT 51uLLG T
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q 0 COYYEN[YFNl 0 µ WORR AFFECTING
:nuoxs°ARTR ! Pl�uT` PORGY-N5,A KT10 EEC Ntt FLOODCONTROL DSLT CHANTRLS AND/OR FACILrtIES.
B STAN 0 SR IGTR5�G5 ANIT-G PLANS, µDLIMI TIEu PE MR STATES
GON
OF THE ENC .T OBIA-D FR S STATE OF CNU
AL
DEPARluENT OF 1-Sp
RI..H (--I)�U TIECOMRRCIR SIWL-.I
A CRY OF SAID PERUF µ0 SIAUPED PLANE ON THE SOB SITE AT ALL. TINES
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EOUTEVALENT ENIC NSAU"1RGENCIEE LgRC"vI""T ULL55 IGP'"iwuGF FOUR �) [ETD R OTHERE"
BfG[xPEciCUD DED WHEN IWCgN IND CS Lw,T MAWt00u5 RWxO uOVEYCM wY
IG Ia>N(5 59 ABD.2 UN [ON, IO IUVER1Ru E.CAVAl10H R RCNCn wORx
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REDUCE w EII-AlgN11 BUMED GEPG"SITS AREGI. . SEEPA.- SP11IFIOLOMRS.
< ED Br A NALERTOLOCASTS. IF
0 tlSI, 1 SHEA.XEtG.)IIµE ENCWHTCRED THE
AD TOP �[ ' LD NOTIFY OR. UU"
AERE" FFOUNDr IEx-TEBM}[ TOSELLS G((OEyARSHE W.vf TO EBE E1ETC.11 ) µA ENE DEMS OGRE
THE MgflK S BE I4 E1I µ. 1HC uDIFIR SI LU � IL lY THE NA H
Y SEUu OTNOP tfL CW µ(E.w w.WAC[` Ai ITIA))IR-BS)'F. C NSr�li o �MHCS
COUMY"u.,5F1wu IN THE A CUN uNIN ICSSL RED.MS UNNL µl BY HE
13. SLV C.NERMET NNMA: IHL wR UI SAF ttUnl RN
SµING . O CTY1 AT ER M1 FRAfRE, G"IINECTI G- ACB[gALI: CLEµNGENCU[Rn
IA qx wRx Cx[EnT ♦5 }pEC�FiEO wrtIINIiIE GGRu'F. K 1"OLLS µ0/R
PRORC GSPEC APER
NS.
21. EITSTIN SIRE[I uRTNC INSTALLATIONS SHALL BE PROPECTED
E.
ISRHPTED R GRYfLD SHEET LORIRG -TIVIS SMALL BE RERAIRDPOR REPLACED
E CURRENT CITY R AEWPRT .-I PIIBUC WORKS DEPARIYEMT ST,x C,
DYUGEI STREET LIGHT CONDUIT OR CµLE SHALL BE REPTICED FMIA ROLE 10 ROLE.
22 ALL
IRIGGINAL
ION PER TIµO CUSS µEASSHM-L RE IC TTLEAT ll DFREC TO IR+gNLINES, SPRIA-1.
C E SI SFACTIONA"G NE O STRICT THAT ARE AND 10 1.1 TOC LATORr AID GENNCCYBE FPER THE
TO
PRDIEGT SPE111GAI
23. IN rn [vEM TIN, T TI ' TRAFFIC TRIIIN OR 11ENC W IS LILRAIED 51
THE SAID STING WOR PEN11DAD iO M[ SAIII-PE THEAGENCY THE 1-1-IOR TONEE 1
1URYSDCTIOI OVER TIC STREET L NESTRIPIN WILL fWRF PRO
(No PASSES) AS A NYw CGn
2. OR SHNL i0KKDUC1-1 WnH ECAT O 5 PERROR pNaOiHE.
COTCSINUCTICH WG N IN CMT µEAS AS N EO R THE ECr
WECRgAPE.S
23 STIPLORLME REEE1 CEITLAINS OF RPCUNE µD STREET STANONING REFERS TO
GENTERUN OF STREET.
25. _ESSMEAR IN PROFILE AN IN THE ESTIwLAIM TED OLTIES ARE HOR RIITAI
22 FSCINRAANGTR SEMLL PROICE COMEREEIE ENCASENM FOR THE P
INCAN
WIPROPOSEDPIPELINE
DE DEPTH OF COVER IS LESS THAN M-IxCICS.
2B. IF THE CRTRACIOR SELECTS STEEL PIPE AS ITS PIPE A ATIVID& TEEL PIPE SHALL HAK
AL KL TIRE NESS OF /R-INCH AND LULL BE C-AT uORTAR L- µD
COATED ESS CATHGGGKC PROTECTION IS CALLED oR ON TIE PURS.AEN G11gIt
PRORC1gMLR CALLED FOR ON THE THE [ RAG1R L OEL = Tµ
EPo�[x T-FCaT DYER CCu[NT RRrn COATING IN CwuDNCTnG'UEN wliH IIiE IAE
[S. CORISETS I'. TREAT AS PIPE w P ANTI.-
PPEHE RACCR BE LASLECS 52, AS A R1RUu G 1ESNE PE ETHYLENE DUCAL[ ION SEUEE NT
WPALL
APPERE LOOSELY
DNGYrtT'IF—
PRO(2) LAYERS F POLISTMYLIIC AND FRTNCnSEUEM. NANCEST Gf CATHODIC NNOTECPDN
IS CALLED FOR ON "" • C ICAL -I R1L BE REWIRED.
w. FR BOTH DLCTILE ORON NIP -IFPL v (wMET.ER[CAT.50 P TEC
REOURED R NOT), ALL .1pR15 $TYKE E BONDED AN i IT
iA LOWS RLLT BE REWIRED.
31. ALL L6AHEAIXPCE4Vt RS1�Y'A� AwCS
µOAL 1-NCDLAIETvCSIl BE CLASS 1.wC-S
32. 1B0RLENECGPMi: <OATEOA LNIEIELGLArR rmlltiµE MaNOV[DULLAiSin CTGS[ CWPDAVp.
33 FOR PLARTIANG OF THE FIRLDIE RIERE STEEL PIPE IS PRROSED TO BE l USED. I
MYIX BE inE LITO"IOEI RNUSSIERACS"[ONN[CigNS FIELDNI-Ill TO 1C SUBwrFIR > OF GLOP
POR Tc
gU.wINS µD UTOUT SCMEDULS. SEE PROJECT SMIFIGTRANS
SA TOM 10HS USEDMGI1.1 G.NIRACI— REESPONSI&Un'C l0 FIELD ITRIFI PEPIPE 'I M111 TU BE
E
I SMALLBE
AN DEPTH ALL a RI ICS IEFMCE C'ON ECrgN AT LE t SOU
FiI OR inREl WPIPW wMC.- K CHEATER, IN AGv 1 L CR iTHE
UTILITY wFn w "E R . 13 CASING SE ECIIIIABONS
w WAIF pRTpic1. 1-1 IUNL 40MAUGALOCA iR EOF u1 PET AUD DRY TA IT1IN 11 'NE 1-1
Y 11
AN ROTErB IN PLACE. SEWER SENSKE1 ARE SHEAYN w S WERE AVNAME
ON'R�E"ACiR SIUll HELD ARRYE LOGTIONI OFEFALLC BESETS GERv10E5S AND PROTECT. NH[
PU E.
Sa. ME u15ARR CC 1HERABOYER,III -µO OwS o0 ..I REFLECT REFLECT"AALL OF wRTRA uC
FNL
CLpW�x LOOPS A.AND GTHE <UIWITI µD PRROTECT w PULE OFIELD 1CP RERACEABI ITCH
PER SPECRICAPEARS.
32 ALL " IIPI ERS 1 SMAL R. IGNE0 DIED. TYPE 311 STAINLESS STEEL MALTS,
IASlqN GWPLIIIG RIETIMON THREADED PARTSRµDI"
RA2e5 SIKxlL55 STEEL.
` WCONSitt HE ASSEUBLIES vA YE µD PEAK RESIAA.IG AN�NCII C� TED
ASSCu9LR5 LUu NG WBEE JOKED URU21N TYPES ST F1 KL-TR[ID MD.
III i1 EINN, 801 Yu5T BE CMTEO LIBERALLY �n CROTH`NSIR PROIECIMADIST,
COUPOUN
AG. (3) CGiSECFCIO WLII1S UCH pE�W EE.Cc]Ai"ORSAPPARbBLfD OWGL WwiER G
�L,tiA I151A11710H, INLUDIN MITI. SMTS, AND FE,N S
THE DESIGN 12 FOR THE MY=,AiRE PRESSOR[ TEST SIULIII GL GEE 225 pylw PSI. THE TEST IN
ASINALL LA MBE ISCDKLEDR1N1 RE.WLAED ENATER iDEIi�ATION FAMES. AND/ORS 4 LABELS AS SPECIFIED IN TIE PROJECI SPECIFgxPq
E _L �mTHERE
IC CROSSES SNP CF "N.ISAUUMOH INALL RE NO EW RERMECINIM.
w+iERLIN
AA PI.ASINc OF TRAFFIC CONTROL PUN P.A.
TO (INK Su AL JOF PIPE
OLAAY RµS.
HS CwuCDG W.I
YERRrIGLOCAT ITAAN ME iIElO wM THE CFSr RL NWPOti BEAC1UiAwARR SUPEIroTEROANi
P[RIALR TO uBRliO R SNP DMIXS AAn IEWLEI F STEEL P AND AT
IXG REEL WORE wE[EJRS IN INCC Diu PROPOSED
i.v.C. P E CCWUFO wAiER O1P 0
JOB SITE SAFETY
BY 1VAG THIS CONTRACT. CWIRACIOR HEREBY RELEEAYS AND AGREES TO
IANEYSL �Y. DEFEND ANO HOLD IARRESS OCRO, I "EwPORT BEACH.
PROP SUHI�MRS 1AAND RCPRE-TA-1 FOR TAA"O-BL C Cµ TO PPE AGENTS. EYPLOYFES,
WCTIL DEATH ECAROLFSSIOF -11.1B OR NGI GLIDIIGCLAR CAN -
LOSS
R EXPENSE IS CAUSED IN RICRE OR 1. PART BY THE Nl[41GG(N�. AC
PASSA. OF PARENT ON LOOCAD. R RI KICI, A EERSHT ION
^EPIIN ONLY THEN5C,E I*M IGECE OF OCN. M[ IRELL 15 '-Ell tt OFS NENPORAMC V BC�M.'R
SL CRSULTRG ExGWEEPS. n[ µENT µD Su05IDµ1 CUAPµRS nND NCDA AGENTS
AND Cu xl EKES TD ME FULLL[51 ERRM 11-TTTEDRBY LAW. SUCH INDEURFRARR
MYANS Ail LIABILITY FOR INSIRIES,
TEDEATHA Eo ACES OCCUR; AFIER IORARL11. OF THE PROYCT AS WELL AS WRI"G
ME RR' PROGRESS RACTOR FURTHER AGREES AI µ ACM IFT-.1 TIr
APOVE AT IiI O'AR1 COSTO[EANENSE A 15N AEXXCLUSIVE OF AN REGARDLC55 OF ANY
AEGM,AAE11 [025'ERAOFC POLICY
IC vOUIIR 1 N BY ANY INSORAHCE WPANI
PRIVATE ENGNEERAS NOTICE TO CONTRACTOR
PHEE ON THESE PLANS µE1NOSATAD ATION OF TARED 81"A SGEA,PCH WOF A LRAD LµEF ECORDS OR SCT TOETHE� BEST
a WR 1�OREDGC ERE.ND IRVING UIIUTRS E 111 THOSE SHURI R TH
µ. THE CONTRACTOR IS FEWED TO TAKE ALL ECAUnDNARY UEASURES BO
R
[I THE UTWRN IIES SHO,AMC RH ON SRut_15 NOT SIOWN
r OTHER LINES THESE PLRNS. AND 15 RESPONSBLE FOR THE PROTECTION OF. AND ANY DAUACE TO
ENGINEERS, ITS EUP[OWES, OFFICERS, C
quDRI 1LEGAL COSTS A ATTORNEY
RTERUPDR A OR µr
CAUSED 0 SUBSURFACE 1NSru1ABOM I
RIILDI 15 JIFRESEEN AN DESPITE ENO
101 LR.1ED, Ex RTINO p IKK OF ENGINEER Ix PROVIDING ITS SERICES
ABBREVUTICINS
20 x OR Aw AGI.EGNE. c TE
S ELNCNI PIPE
µOAR
qR WTO
SSufASEINICA. SC LEI .1 u ENALK
µ ENwILfx
Af u ANERICSUNI
Rn RR'IS" . µD W.IEFIALS
A. A L A"EPMAI
ANERkw Wi[PGM&IIS AGI.-H
BECHIN BE. OF REIRM
BPIN Bun ERFL. OF C
MIT F
BLN -A
BET PLOWED
W1
�rvGF11sIR
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CL CUNIERLCAP EAST Ivw
NE
CAE
UL CEY[N1 -1. LINE
I'll CEYENI NERATAR ONTEDD& COATED STEEL PRE
Vp EORRUGYEO YETK E
CUED COST. NEG SYRTAIION EA R
D B CAi1pD1G P"E,WIEORO}ECTOONNAG"
CROD
CONE CLCAIP,P WI
GOGBGCRXECTIR
CWN NOT OR COISTR CONSTRUCT
C15 .GAT EI
OpCC TEST SIAigN
DEIA GEIAIL
Du -El I
RY
DUCBLL INN PIP
r" CAST 0 EL I L u
S ILANL
ED ENO" OF CURVE
ELEI LEv E Cti
FINE
FL R FLG
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FOT UT R TR
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.III OF NERT-I BEACH (unrtxs)
URµu CWMIY RAIER LYIIFC!
121 A) .AA-w11
(21 AI SEA. 32Uu
ONFNOE C UNTr RA-IAIION Au1I0PItt
MPARTUEM OF INGLERIPIDA 5
(21 A) ] S-Al]I
(BIB) SOT -SA 2O
.INING AND TUNNE_G LIMIT
-1-1
(11 A) Y11-1111l
UNMRGRDUNG SE 11 ALFNI
(BCE) A22_-,
-N-N -I'-' E - CuuHµ.
Lit A) BNIWAY
Yw1IENx -"`_ GS COUHµr
(x1A) B>A..JOAS
PACIFIC BEu
(1I A) Baa-S>tB
CO. C.ARA-A11pN (211
COSTA ANEG -IT- DSTRET (2 TA
DE1ROMLITµ WATER DISTRIC'1 01 SC. (11:
rA ICWNTS W I R 10.1- (PIA
IRVINE NANH RATfN DI IRgT (11
COUNTY SµFATOR RSRICIS OF O.C. (211
RECORD DRAWINGS
_�1 Rr RAmupplF.allu��RF RA bR [1Re BrP m mum►�11
Rll'mRRSpER_ TRAY BRBLVR1Rw Y GY1AU N w
BL�IFBYMAnt rr� .mlwwYs'r
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RAkF .11. UISIRIGI
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PRGEOIIN1E 1OxTTLN END'I- 1WN
OR PUCE
POINT ON CD
,_GORE RREIIEF vKVL
MINT LED nLRIUE
R DLOS PANS'E"T
RENFORCED COxCRET[ E
wORCED CONCRETE PRESSURE PIPE
PLOµ
RECWYED wAiER (LIME))
M"GRR IEDGC GTE VKv[
SgIFAA uUSEHEIG.111 IITRS w!.G NE ORScuin
SBE TMELLKiR CNM ECOSON
STg1ECO
A OIWN (LINE)
G"EET
DF EA.G
5 ARRLCLI ITEEL
STREET
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lKGENT
HIO1M[RARr HL
LM' FfRµ L WL
K ATEA, 11 11 1
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ART W Y CTRw
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'- S O.G. DEC. 19% PLANS PREPARED BY: 9CWLY � INEET 10.
O . �a[P ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO NEWPortT BEACH
ASL Consulting Engineers w^° Ew. AVRYE F ONff FN 1-1, GA.10. vN, IT. w
R.w.a. tazo.olo x s2 .q GENERAL NWES, ABBREVIAIIONS
-- - w suIS ltan GREEN ACRES PROJECT -PHASE 2 o `I S
.11 pwum pYrpLaUN1Y a llu► wKD�P IR..wNa (� )�a,- oBa L,Aa CONTRACT NO. GA-97-1 p AA AND AGENCY INDEX
REV. DATE DESCRIPTION APP. EE.E. 22 OS2 Fa a po SH
NEQORDLWMNGS
DEC. 1996
PLANS PREPARED BY:
�prtu',
ORANGE COUNTYWATER DISTRICT
6�,,
PIPELINE EXTENSION INTO NEWPORT BEACH
—ITHo.
-
S.O.G
--
rn.w:e
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ASL Consulting Engineers
�
`°""'^" °^ "' ^
d+''T
PROFILE
1L
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_
ace
a. ...,.. sv..�. a,. aaa
.i, cane
+� ,f!j�
GREEN ACRES PROJECT - PHASE 2
\\I+j'�
JC,d
PLAN AND
1RKo aRAwira9�i�
---------
i.L.E.
a^.a .a
O'"))') osu
a;,,a'
CONTRACT NO. GA-87-7
'a�t, tees
STA. 73+00.00 TO STA. 81+00.00
100
REV.
DATE
DESCRIPTION
APP.
n)-)9°) (va.)
"N w
a —111
TRAFFIC_ CONTROL NOTES:
A R 5 1HL NESPWSGIUiv OF ME CONIRMi�R
voFaRYwD MMN DH • FuaL�c SMEEr ro BlsrAu AND
wNINN iRMtiIC CONIXOL ULV,CES AS SHONW MFAS
ELL AS ANY SUCF ADMIOR11LS:C DO— D As
E REQUIRED ro EHwRE OF THE SAFE MDKMENf Of OP
O
TRI}T1C AND PEDESIRNIS MXOUw OR MODMD ME BDIG
ARG AND MpNDE W%iYW FROTECTMIN AM MRTY TO
CONSIRU-1 MIRIQWS.
B. EIW1 BE ..F.. MIN RERECINE
Ai
BWDS� NIGM TWE.
C. THE wNiPMfOR $NAIL NOnFY Om OE MEWPDRI BFACN
Ai tFlST FNE fSyIJR NIO Gv5 w W/MICE OF
IIRflYENG1G AM' CONmNICnON OflwR.
ML. I.B. DEU--BL BMNGOEB, ETC. AND MEIP
IN91Al3A1.N — CONFORM TO ME —E OF CAUFORMN
$TMIDMD ElEGFIG3pN$ IAEEST EORION MID ME .11
UB—B TNFFIC CCMRM DE—
(2011 G MJON
Tw).
OBSERNEWPOM BE— REBERKs M
VE THESE TRATFiC DONIRw PIAH6 w
ANY NECESSMY C—m AS FIELD WI�MIE11 bO TO
M'IJUIM.
ANY CMNOEs S SUPEACEDE MESE PUNS
AND BE DONE PER 2014 G YUND W TIE AP—AE OF
COY OF NEWPORf BGCx. RrnSED TMTTIC CONROL FLANS
Y BE REQUIRED BY COY OF NEW PORT BVLt+. LwL
LOGTXIM OF — EQUIP — AHD TRAFFK OONM0. DEMCES
SHALL BE DETETIYNED BY THE ENGINEER.
F. DO —OR SNNl NOTIFY AFFECTED TRMISB .—ES
Al lfAbT FM (5) WORNWO GYS I— TO CONSMUCIgN.
D. TMFi4 CGFIROL DEVICES. STWPES. WMINGS.
IEGEN05 AND RNSED RWENEM NMMERs sNML CwFOIY TO
201E G MUND, —BO —, AHD SFANDNIO
sPNIFlGttIN4 (POST REC[M ED—).
1RARIC CONTROL OE Es 6Nli BE NEPf IN TNOR
PROPFA OR POD AT Ml nYFs, MD SNALL BE REPNRN,
TORESERK PTIF1R
MEw.wD
NMI.-,ECC55AW
ALL TRAFFIC GIIES SMIl INK A YNYDM G 6 FEET
NEf FROM KRTIGL OBSIRUcipNSS ANO A YIWWu OF I
MCONIPMTOR SWLL PX(Mw IL—ERS AS WMFA
ECL4ME! M ENOIHEfN.
N. DOMMCTUR SxAL MDM Nc Gn REOSIDENR
FN2 (6) WG
COHSIRUCOW.
I�'"�1
EQUIPPED
UCrlf9 wRwGY TR¢IMNLNWO HWRS Ax0 WRN YYNYNG
8
M. TMFFlC SMMiLLs— PEYNN IN OPE-1.
BCWEIED MID sq OFEMTION wRWO El
BDIDCIIM F— — BE DDORWMTED
APCROJFD BY THE COY Of IE31PON1 BFKH LNGRRFR.
_. _ -�
PUCF AT ADDITIONAL INIE CT L09E0" (71 GGIs ON TYPE
BAAtIGD[s tSO NOINIFMILs HRWGIOIfT
W2L1-1 `
3 -�
W GGN CAN[ TMl R GD'�.
INSTALL�GOPFM�[NCN�WSTS�TA.0.VCSFMS MN�[KMKIEO
C20(Li) \ _,.
0. i FORARYETMFFIG CONTROL DEWCES 9MLL BE
RNIOLEO F0.LOMNO COMPT OF L1G1 CONSTPoCnw
BEEAOE ME PERM TRMTM T END O OEADH SHNE
—ORFD BY ME CO—DOAT E� a �H
GT.
CONIMLIOR SWII REPIIG[/I1[PwNR ALL GMAOED
STR . WB>t TEMPORARY MSFD MNE
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SI14 W
MMNERS AT END OF — —.1.
O. DONIRMiw SHML COrR WM ME R—BENENR OF
TXE AMERICAM 06ADIUIY AR A[CC59RLRY wIDRWEs ANp
MtH ME CAYFDXNA I.CCE95RlEfly wOEWES AS REUMD
'7` .
ro F[pESTAAN ACCFER ANO SXML 4NMAm P[pESTWNI
AT ALL DYES PEA AG REW REMENIS. SEIE'TNI(
D—DR
ttOwRE/OETWR SHILL CO— MM TE 2014 G YUroO
9TANOAWIS.
R SH41 COKR G R.— ALL I.—D
MCwfRNC10R
DOIFIMCNR SNNL P —.i u
TIFEL LATES N1EA0. OR •wMv S..N FOR PAYEMEM
wRFAa GSTNPTTINS OF 1/2. OR GRGTFR PAVEYCM
OBwMIGb Of V OR giGlF11 SHP1L HM5 B[Klm EDGE
OF FWR (A) WGTONTM ro ONE 1+1 NE1DR'.AL
c..TM//Cpp�OR SHML msfML •DADDw 61Ef1 F—I
PIABRIOGwiR ROVCx NOW 91CT6 N AOYANCE OF Srs.i
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310-513-62DB PNVM
3-513-62RB Fu
PROJECT:
PCTNCLE
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3MIBOREE ROAD
AND
EABTBLUFF DWYE
1ON33UC1'OR
CANDNOTBE
6622 RESEPRCN OR
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XINGTONBEACN, OFFICE (714)723-0101
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91 92 93 94 95 96 97 98 99 100 101 102
PH-2Q
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EASTBLU FF DRIVE BACK BAY DR
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— ASL ConsultingEngineers """"'°'"`^""N"' A.1. 11.1---1
M.W.B. 1B2O.010 rn sD 5i 1i x9 i °'°°�`�GREEN ACRES PROJECT - PHASE 2 PLAN AND PROFILE 14
K N44' xaw au.n Ra c;niP„�enle
STA
Icv. DATE DESCRIPTION APP. T.L.E.ii:i;zi-voeT R� rrx�1� CONTRACT NO. GA-97-1 ,�.ee'„,v" . 91+00.00 TO STA. 102+00.00 100—�s
I
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{ $
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111 112 113
_
114
115 116 117
118 119 120 121
4 PROPOSED 24" PIPELINE
47
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S.O.C. DEC. 'm PLANS PREPARED BY: vWr55ryl, 5; xo.
� ORANGE COUNTY WATER DISTRICT ���---�'�:, PIPELINE EXTENSION INTO NEWPORT BEACH
_ ASL Consulting Engineers Eu 5 A E«�*µ 1.a.,;..
Q
cwiram,">i,ie"'04 GREEN ACRES PROJECT -PHASE 2 `,E)a PLAN AND PROFILE 1V
REV. DATE E DESCRIPTION APP. TL'E' 714) 72)- , Pa. -11 CONTRACT NO. GA-97-1 '•>„� a +� STA. 111+00.00 TO STA. 121+00.00
u 100 snEEtt
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S.O.G. DEC 1996 PLANS PREPARED er. ��°""'aF� ORANGE COUNTY A WATER DISTR/CT 8,^"` `° PIPELINE EXTENSION INTO NEWPORT BEACH s"EET N
,a20:0,D ASL Consulting Engineers _ "°°°°"�"`�"'E`—TA.-1,` .1. 17. °�°'"° 17
q,. .L.,. sT..., mn. xao '+ j PLAN AND PROFILE
�'� b 7 GREEN ACRES PROJECT - PHASE 2
It i.i�O14)72 iouc°' STA. 121+00.00 TO STA. 132+00.00 100 SeEE*s
REV. DATE DESCRIPTION APP. T.E.e. �� 11, 1 -Tool fa e 4 uET� CONTRACT NO. GA-97-1
9-21-18
City of Newport Beach
Subject: Potholing Work Plan
Potholing
1. Receive Pothole Exhibit from Client
2. Call in USA 72 hours prior to potholing
3. Notify/meet with inspector.
4. JSA Tailgate Meeting-
5. Coordinate traffic control if applicable
6. Verify utility alignments by means of Electronic Designation
7. Perform a 12" x 12" saw cut on existing pavement
a. Pavement removal using jackhammer or chisel
b. Perform Air Vacuum Excavation where soil is loosened using 120 PSI air and soil is
simultaneously vacuumed into self-contained soil bin.
c. Collect utility information and photographs
d. Place a PK Nail on pavement that shows center and horizontal alignment of target
utility.
e. Place clean soil on top of utility with a 1 to 2ft layer and start shoveling native
backfill in 4" lifts. This will be compacted to 90% compaction by means of a
pneumatic Pogo Tamper to 1" below existing pavement.
f. Place aggregate base and apply either an asphalt or concrete patch comparable to
Hot -patching.
8. Provide field report to surveyors showing pothole locations and discriptions.
NOTE: All work is performed using Tellus Vacuum System mounted on a Dodge Ram 5500.
Sincerely,
Cardno
,I
Matt Tomanek
Senior Project Manager
TRAFFIC CONTROL NOTES: ; -
A IT IS THE OF THE COXBMLTOR PERFORMING A
BLK STREET TO INSML MD YNNTNN TR,Yi1C
CONTROL DEMCES AS SHOWN HEREIN, AS WELL AS AM SUCH w•E16213111wiA Avc.
ADMIONL TRIFTIC CONTROL DEVICES M WY BE REQUIRED TO
ENSURE THE SAFE M—NENT OF OF TRAFFIC MD PEDESTRIMS P16213111. CA AO
THNpIGN OR MOUND ME WORK ARU MD PROWOE WAIMUM
PROTECTION AND SAFETY i0 CONSTRUCTION WORMERS. 310.51-2. P—
B. DELINEATORS — BE EWIPPTD WITH RD'.— SNWDS I wwlW-SI �;M9 PRA
AT NIGHT E.
C. ME COXTRACfOR SHAH NO— Cm OF NEWPORT BEACH AT I TRAFFIC CONTROL PLAN
I ST FINE (S)WMNING GYS IN A NCE OF WV LE TIK AM XURMITTR➢TO:
COHSTRUCIIOH OETWR.
GlY OF NENRORT BEACH
D. ALL SIGNS. DELINGTORS, O THE S6, ETC. AND THEIR
INSTSPEC UnON S AT LOXFORY TO NIT STATE Of C FORNAw INU& ON
SPECIFTGIIINIS IATESf FOTION ES ME 2014 GLFORNN WNUIL pl — — — —
UHIfd1Y 1RAfFIC CONMOL DEVICE
E. Cm OF NEWPORT BEApI RESERVES THE RIGHT TO OBSEINE — PROJECT:
THESE TRIFFO CONTROL PUNS IN USE AND TO YME ANY NECESSARY '
CIWWES AS FIELD CONDT S W—NT. C NGES SH — i POTIIGE
SUPEIRCEDE THESE PIANS AND BE DONE PER 2Q14 G W-D WITHTHE ARPROVAL OF Cm OF NEWPORT BDCH. REVBED TRAFFIC
CONTROL PLWS WT BE REWIRED BY Cm OF NEWPORT BEACH. J '
EYACf ID 1. OF ALL EOUIPLIENT MU TRAFTIC CONINOL DEMCES
SHILL BE DETERMINED BY ME ENGINEER.
OR SHALL NOTYY AfiECTEO TRANSIT SERVICES AT
IEISL F1VE (S) WORKING Gx5 PROR TD LIXISTRUCION. N
G. AIL TRIFFIC CORROL —ES. STRIPES, WAKINGS, IEGENDS a JAMBOREE E RD — ' ' I i — i W PROJECT LOCATION
O RINSED I-ENEM WAKERS SHNL CONFORM TO 2014 G YUMD. (55 N.P.N.)
STMONRD PLANS, AND STMOVtO SPELITTGnONS (ROSY RECENT ' IY6 7 3AM80 NDD ROAD
EDRHIN). _ ' pYFG 2 -- U EASIBLUFF DRIVE
H.INL TMFFIC COHIRO DEMCES SHALL BE KEPT IN THIER PROPER
POSRgH AT ALL TINES, MO SHALL BE .—RED. REPV ED. OR
CLEANED AS NECESS{m TO PRESERVE MDR MPEMMCE MO
Au TRAFFIC —Es slue IuvE A YwINUY of S FEET _ CONTRACTOR
CLENUNCE FROM OPEN IXGVAMkIS AND A YINMUN OF 2 FEET _ _ — — — _ — — GIRDND IRE
IRON vERIIGL DBSTRunI0N5. — _ _ _ — 5822 RESEARCH OR
11(YOD) IANIT-A
J. ONTRACIOR SHALL PRORIDE FIAGOFAS AS DEEMED RECESS—— - y _ — Wtt-1 MUNTINGTON BEACH. CA
Bi ENONEDi. C20(BKE) Wlp-1 OFFICE'.(714)22O 01
CONTRACTOR 51NLL KING I ILL PRORAFFE—D RESIDENTS MD - � 2(R1)
BUSINESSES FINE (S) WORKING GTS PRKw TO COI6TRUCIION.
L AWMCE ILL WARNING SIGNS SHAH BE EWIPPED MFIRS IH pp0' pop' ppp' OpB pWY
WRING GY DYE WORKING HWRS MD MM WARNNG LIGHTS AT �^ —R
NO—
WTRI:TIC SNTYLS SHALL REWIN IH OPEWnON Ar ALL OYES.
W LONG TRIFTIL SIGNAL INOGDONS — BE COERED MO
DOM OPFAATKIN WRING ETCH CONSTRUCTION PHASE SHAEL BE
ENGINEFATED WITH AND VP BY THE Cm OF NEWP BEICH a
HP—E ADDOOWL •VNE CLOSED' (COO) SIGNS ON TYPE II
ViRIGOS AT ISO FOOT INTEW. nI—_—" EK DE. WORK LL(idND
ARG
(A(REAS IN VGH LNIE THAT IS CLOSED. INSTALL "OPEN TRENCH'
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W - ARROW BOARD (M)
RENO—
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®- OPNGFMIE YTSYGE sIGN
PER —ENT TRAfF1C CONTROL DENCES SH— BE RESTORED BY THE (CMS)
CONTWGMR AT ENO OF GCH WORNII BARPoCADE
P. WMRIGTOII SH— REPIACE/REPNR ALL DAIMCED STIRPING YS % - TYPE YI BARR—
WITH IEMPORIM' STNNING OR RNSEO PAVEMENT MARKERS AT END
Qi EACH WORKING GT. \ \ • - CHMN"TDH DEVICE
Q. COMIUCTOR SN4 COYPU WITH ME REQUIREMENTS OF ME
MERICW gSABILItt ACT ACCESSIBYRY OUIDELW6 AND WITH ME _
WRI
CALINRXN AGGESSIBWQ GUDDINST AS RELATED TO PEDE N. OI u1E a® y \ RIGGER D
ACCESS A S SSI YNMNry PEDESTR S ACCF55 AT ALL ST PER Bad C7W
AG REOUYREYENR. SIOEW— CLOSUNE/13—R SHILL COMPLY WIIN
THE 2014 G MUTCD STMDAROS. IWwT mpin aYi Yx�YW �_ -- 1G20-2 __�� c' W20-1—_- J DENGE NGS wG
R. CONT—TOR SH— CDh OR REMOVE ALL CONFLICTING SIGNS
S. COOR $HALL POST •SYMBOL• LWEVEN W1ES. •STEE
MIDVL PIAl6 EAD' OR 'BUMP' SIGNS FOR PAVEMENT SURFACE — — — — — — — — — — —
DISRUPIXINS OF 1/2. OR GRGTER. PAVEREM DISRUPTIONS OF t• -
OR GREATER SHELL HAVE BEVflED EDGE OF MR ({) HONZONA TO Z _
ONE (1) VERINML. ppll�) may) Y®
T. DONTRIGTOX SH— INSTALL •CMITION STEEL PUTEs MEAD' i.I M — _ _ _ _ _ _ _ _ _ _ _ pA—WEG
—TOR 'ROUGH RGD" SIGNS IN AOIANCE OF STEEL PUTE BRIDONG.
JAMBOREE RD oxo-2f°W`Tp 9 19 zote _
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TRAFFIC CONTROL NOTES:
R Is THE RESPoNSTRUIY OF THE CONIILCTOR
A.
WORN ON A PUBLIC STREET TO INSTAL AND
MNMNM iRIJFIC COMM DEVICES As SHOWN HEREIN, AS
WELL AS — SUCH ADc— TRAFFIC CGTROL Df.VCES AS
WY BE REWIRED TO ENSURE THE SAFE MOVENEM OF OF
1RAFTIC AND PEDESTRNNS THROUGH OR AROUND THE —
ARU AND PROMOS WNIMUM PROTECTION AND SAFETY TO
CONSTRUCTION YJOPo(ERS.
B. ALL DEUNEATORS SHAL BE EQUIPPED NTH REFIECIAE
eWDs AT NICM THE
C. ME CONTRACTOR SHALL NMI CIY OF NEMPGR BEACH
AT (FAST FNE (5)W W:G DAYS IN ADVANCE Of
IMFLEMFNING AM CONSTRUMON OETQUR.
O. N SANS, DEUNFATDRS. BARFNCAMS, ETC. NID THEIR
116TA1AT10N SHNL CONFONM TO THE STATE OF -
-STANDARD SPECIFICATIONS UTEST EONON AND THE .11
CWFGINM 111NUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(2014 G MUTCD).
E. CITY OF NEWPORT BEACH RESEFNES THE RMUR TO
OBSVNE THESE TRAFFIC CONTROL PUBS IN USE AND TO
MAKE ANY NECESSARY CHANGES AS FIELD CONDITIONS
wAPoWIt. AM CHANGES S— SUPERCEDE THESE PLANS
.AND BE DOVE PER 2014 F MUTCO NTM THE APPRWA OF
CITY OF NE PGO BEACH. EASED TRAFFIC CONTROL PLANS
WY BE REQUIRED BY CITY OF NEMPORT SUCH. £FACT
LOCATION Of ALL EQUIPMENT ANO TRAFFIC COMRM —ES
ENAL BE DETERMNED BY THE ENGNEER
F. CONTRACTOR SHALL NOTIFY AKEGTFD TRANGI SERVWES
AT UAST FNE (5) —NING CAYS FLUOR TD COMSTRUMCN.
MROL OB4CE5, STPoPES, MARKINGS,
LEGENDS .AND PNSED PAVEMENT MARI�RS SHAL CG—' TO
2014 CA NUTCD, STNNDMO PIANS, ANO SMNp1RO
SPECIFICATIONS (HOST RECENT EORION).
111 TRAGIC CONFIRMDDACES SHALL BE REK IN THEIR
PROPER D, OR POEM AT ALL FMCS, AND SHALL SE RFPNRED,
CLEWED AS NECESSARY TO PRESET£ THEIR
REPLACE
APP—E ANC CONTINUITY.
I. NL TRARC LANES SNML HARE A MNIYUN OF S FEET
CIFARARCE FROM OPEN D—ATIONS AND A MNNUM Of 2
FEET FROM VENTICAL DESTRUCTIONS,
J. CONTRACTOR SHAL PROVIDE P,'OOERS AS DEEMED
KCESS Rt BY ENGINEEN.
CONTRACTOR SWLL NOTFY ALL AFFECTED RESIOENR
AND BU-ESSEs iNE (S) —KING CAYS PRIOR TO
CONSTRUCTION,
ADVANCE WMHNG SIGNS SHAL K EQUIPPED WITH
RAGS DUBS. CAY TIME-- HDURS AND MOTH WANING
.I — AT NIGHT,
BE1RNF SIGNAS $ RENNN N OPERATOR AT ALL
a CGNNCRNc TRAFFIC SO INGCATIONS SHALL
BE COhRFD AND SIGNAL OPERATION DU— EACH
CONSTRUCTION PHASE SHALL BE COORDINATED WTIN AND
APPROVED BY THE CITY OF NEWPORT B—H ENGINEER.
N. TIME MDOIONA LANE CLOSED' (CFO) SIGNS ON TARE
II BARRICAMS AT 1. f00T INIERMIS THROHIGNUT
IXIENIX WORK MFFS IN FMH ANE THAT IS CUSED.
INSTAL 'OPEN TRENCH" (C27) SIGNS MHENEVER AN
OPEN IXGMWON AREA EXISTS AAMCENT TO THE TRAVDED
0.Y AL TEMPORAM TRAFRG CONTROL DEVCES SWLL BE
REMOVED fG1DNHIG CONPLETMRI Of CMN CONSTRUCTON
STAGE AND THE PER ANENT TRAFRC CMTWX DEVICES SWLL
BE RESTORED BY THE CONTRACTOR K END OF EACH MORN
P. CONRACTOR SHAL REPUCE/REPNR AL OAWGEO
STHVINO ACTH TCAPORARY STRIRNG GN RASED PAVEMENT
NARNERS AT END OF EACH MORNNG DAY.
G. COMMCIW SHALL COMPLY NTIN THE REOUIREN— OF
THE AMERIGW DSABII— ACT MCESSIBRM GUDEUNES AND
WTH THE u FDHNM—SIB1LIIY GUIDOJNEs AS REIATED
TO PEOESTRVN ACCESS AND SHALL 1lMMAN PE--
7
ESS AT ALL TIMES PER AD3 RE-IRCIENR. SIDIXMIR
SUURE/DETWR SMALL COMPLY TM THE 2014 CA MUfCO
R. CONNTRACTOR stall COVER OR REMOVE ALL CC-UCTNG
SIGNS
S. CONRA.TOR SHALL POST 'SYMBOL' UN—. LANES.
'STEEL PLATES MEAD' OR 'BUMP' SGNS FOR MVEMEM
SURFACE—UPTIONS OF 1/2" W GREATER PAr➢lEM
DISROF FOTNO(4) HOPoZOMA TO ONEI- OR GREATER
—VELFD EDGE
T. CO—ACPOR SFINLL INSTAL -'CAUTION STEEL PLANES
AND/OR 'ROUGH ROAD- ARM OVAN CIN AE Of SRM
"FE •AND/ORBROGNG.
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SUBMITTED T
CITY OF NEW ORT BEACH
PROJECT:
POTHOLE
JAMBOREE ROAD
AND
EABTEZO UUVE
SSV RESEARCH DR
UNIT -A
HUNTINGTON BEACH, CA
OFFICE:(711) T250401
IE(3END
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TRAFFIC CONTROL NOTES:
li IS THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING WORK ON A PUBLIC
STREET TO INSTALL AI
IN MAAFFIC CONTROL DEVICES AS SHOWN HEREIN. AS WELL AS
ANY SUCH ADgigNAL 1RIFFILLOMROL DEVICES AS MAE REQUIRED i0 ENSURE iN
SATE MO✓EA 7 OF OF TRAFFIC AND PEDCSTRYNS THRDUGH OR AROUND THE WORK AREA
AND PROVIDE MAXXAIM PROTECTION AND SAFETY TO CONSTRUCTION WORKERS.
B ALL DELINEATORS SHALL BE EQUIPPED WITH REFIECTNE BANDS AT NIGHT TIME.
C. TIE CONTRACTOR SHALL NO— CITY OF NEWPORT BEACH AT LEAST FNE S)WORIING
DAYS IN ADVANCE OF IMPLEMENTING AM CONSTRUCTION DETOUR.
0, ALL SIGNS, DELINEATORS, BARRICADES. ETC. AND THEIR INSTALLATION SHALL CONFORM
TO THE STATE OF CALEORNA S DIRD SPECIFICATIONS LATEST EOIi10N AND THE 2GII
CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (2011 CA MUTCD).
E. TY OF NEWPORT BEACH RESERVES THE RIGHT HI 1D OBSERTHESE TRAFFIC CONTROL
E AND TO MANE AUY NECESSARY CwWGES AS FELD CONgiIONS WAARANI
AMP
YNCHANGES SHALL SUPER
CEO THESE PLANS AND BE DONE PER 2D14 CA MUTCD WITH
THE APPRONAL F CITY
OF NEWPORT BEACH REVISED TRAFFIC CONTROL PUN BE
REQUIRED B, DTf Of NEWPORiBEACH . EXACT LOCATION OF ALL EOUPMEM AND TRAFFIC
CONTROL DEVICES SHALL BE f1ETERMWE.. THE ENGNEER
CONTRACTOR SHALL NOTIFY AFFECTED TRANSIT SERVICES AT LEAST FIVE (5) WOWING
DAYS PRIOR TO CONSTRUCTION,
ALL TRAFFIC CONTROL DEVICES, STRIPES. MARKINGS. LEGENDS AND RAISED PAVEMENT
MARKERS LAIC ONFORM TO 2— CA MI STANDARD PUNS. A. STANDARD
SPECI`_ON5L(MOST RECENT EDITION).
TRAFFIC CON ROE DEVICES STALL BE KEPI IN THEIR PROPER POSITION AT ALL
HMES.ALANO SHALL BF R REPLACED, DR CLEANED AS NECESSARY TO PRESERVE THEIR
APPEARANCE AND CONIINNT,
L TRAFFIC LINES SHALL HAVE A MWIYUM OF S FEET CLLARANCE FROM OPEN
EXCAV TIDNS AND A MINIMUM OF 2 FEET FROM VCMCA OBSTRUCTIONS.
I CONTRACiDR SHALL PROVIDE FL.AGGERS AS DEEMED NECESSARY BY ENGINEER.
CONTRACT OR SNA.L IO TED RESIDENTS AID BUSINESSES FIVE (5)
WORKING DAYS PRIOR TO CONSTRUCTION�[C
ALL ADVANCE WARNING SIGNS SNLALL BE EOUIPPED WITH FLAGS OIRWG DAY TIME
WORKING HOURS AND WITH WARNING LIGHTS AT NIGHT,
SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC
SIGNAL INDICATIONS SHALL BE COVERCD AND SIGNAL OPERATION DURING FA,CH CONSTRUCTION
PHASE SHALL BE COORDINATED WITH AND APPROVED BY THE CM OF NEWPORT BEACH
ENGINEER
PACE ADDITIONAL -LANE CLOSED' (G3D) SIGNS ON TYPE HI SUNUCA➢ES AT ISO
FWi INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LINE THAT IS CLOSED.
INSTALL 'OPEN TRENCH' (CI"') SIGNS WHENEVER AN OPEN EKCAVATION AREA EXISTS
MIACENT TO iHF TEED WA
0. L TEMPORATRTRAFFICCONTROL DEVICES SHALL BE REMOVED FOLLOWINGCOMPLETION
OF UCH CORY NSTRUCTION STAGE AND THE PERMANENT TRAfC CONTROL DEVICES SHALL BE
RESTORED BY THE CONTRACTOR AT END OF UCH WORK DAY.
NOR SHALL REPLACE/REPAIR ALL DAMAGED Si POAW
STRIPINGDR RAISED PAVEYENT MARKERS AT END OF EACH WORKING GAT,.
SHALL P RACES BILITY GUIDELINES ANDWITH IlH THECALFORNAE MECESSBILIN GUIDELNTS OF TIE IINES AS ELATED CAN EX- T
TO PEDEST RAN ACCESS AND SNNALL MAINTAIN PEDESTRIAN ACCESS AT ALL TIMES PER ADA
REQUIREMENTS, SIDEWALK CLOSURE/DETOUR SHALL COMPLY WITH THE IDII CA MMCD
STANDARDS.
R CONTRACTOR SHALL COVER OR REMWE ALL CONFLICTING SIGNS
S. CONTNACTOR SNALL POST .SYMBOL- UNEVEN LINES . STEEL PLATES AHEAD- OR
'BUMP- SIGNS, FOR PAVEMENT SURFACE DISRUPTIONS OF 1/2- OR GREATER, PAVEMENT
DISRUPTIONS OF I' OR GREATER SHALL HAVE BEVELED EDGE OF FOUR (A) HOR12ONTAL TO
ONE (1) VERTICAL
SIGNS
LOM 1. DVANCE CH 'CAUT
BRBGNx`TEEL PLATES AHEAD- AND/OR -ROUGH ROAD'
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TRAFFIC CONTROL PLAN
SUBMITTED TO:
CITY OF NEW PORT BEACH
PROJECT:
POTHOLE
PROJECT LOCATION
AMSOREE ROAD
AND
EASTBLUFF DRIVE
CONTRACTOR
CARDND T9E
Y22 RESEARCH OR
UNIT -A
HUNEEWTON BEACH, CA
OFFICE: (714) nri l
LEGEND
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W - ARROW BOARD (AB)
®- CHANGEABLE MESSAGE SIGN
(CMS)
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SHEET NO.
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10i2i2g18 City of Newport Beach Page 1 of 11
6:34:55AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 10/02/2018
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 1 PUBLIC ROW
AMID Information:
Activity : N2018-0493
SubType : NEW
Status : APPROVED
OWNER: CITY OF NEWPORT BEACH Phone:
APPLICANT: CARDNO INC Phone : 714-487-5786
Description : Pothole for existing 24-inch Orange County Water District reclaimed water line on
Jamboree Road between the San Diego Creek and Eastbluff Drive/University Drive,
Eastblu�n a between Back Bay Drive and Jamboree R md-,an-d Eastbluff Drive at Vista
Del Sol/Bixia Street. Pavement restoration per City Standards.
Requested Inspection(s)
Item: 10200 PRE JOB - PW
Requested Time: 10/2/2018 12:00:OOAM Requestor: NBIVR
Entered By: NBIVR
Comments: AM
Assigned to :
7148868264 - 5C-4 */i f-
i
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GZ�cvS �� P.v S`
2 "� egj()g try U AOLIX-
1/25/2019 City of Newport Beach Page 2 of 22
6:30:21AM INSP150 - Daily Inspection Request Report
Requested Inspection Date : 01/25/2019
Inspection Type: ENCROACH
Inspection Area : PW
Site Address : 1 PUBLIC ROW
A/P/D Information:
Activity : N2018-0493
SubType : NEW
Status : APPROVED
OWNER: CITY OF NEWPORT BEACH Phone:
APPLICANT: CARDNO INC Phone : 714-487-5786
Description : Pothole for existing 24-inch Orange County Water District reclaimed water line on
Jamboree Road between the San Diego Creek and Eastbluff Drive/University Drive,
Eastbluff Drive between Back Bay Drive and Jamboree Road, and Eastbluff Drive at Vista
Del Sol/Bixia Street. Pavement restoration per City Standards.
Requested Inspection(s)
Item: 10020 PERMANENT PAVING- PW
Requested Time: 1/25/2019 12:00 OOAM Requestor: NBIVR
Entered By: NBIVR
Comments: AM
Assigned to:
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