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Permit No: N2017-0065
cport
o-tylVo CenterBeach, CA 92660 -
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Permit Counter Phone (949)644-3311
Project No
Online Inspection Request - www.newportbeachca.gov
/ Online
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Services
Inspection Requests Phone (949)644-3255
Job Address:
1 PUBLIC ROW NB
Thomas:Guide:
Description :
Bore 646 LF of conduit for telecommunication purposes for Wilcon on Ford
Road and Jamboree Road. Concrete and pavement restoration per City Standards.
Parcel # :
Legal Desc :
SCMNED
Owner:
CITY OF NEWPORT BEACH
Contractor: HP COMMUNICATIONS INC
Phone:
COMPLETED
Phone: 951-471-1919 951-545-4170
Address :
Address : 13341 TEMESCAL CANYON ROAD
CORONA CA
Contractor State Lic: 752762
Applicant:
PINNACLE DESIGN GROUP
License Expire : 08 31, 2018
Phone :
760-845-5049 [
Address :
3910 STANFORD DR
OCEANSIDE, CA 92056
Business License: BT30023414
Business Expire: 05 31, 2017
Special Cond.:
Pre -job inspection required.
Workers' Compensation Insurance - -
Carrier : OLD REPUBLIC GENERAL INSURANCE
Policy No : AlCW11171600
W. C. Expire: 07 15, 2017
Permit Processing Fee : $241.00
Sewer Connection :
$0.00
Total Fee $3,496.00
Agreement Fee:
$0.00
4TT Box Cover:
$0.00
Paid : $3,496.00
Traffic control Plan Check : $780.00
Total Water Meters :
$0.00
Balance: $0.00
Inspection Fee :
$2,475.00
Water Meter Connection :
$0.00
Receipt No: fo-14$-12
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 :
Traffic Approval :
Date : _/ /
yip -
Issued Permit: ` Date: 2 / t / 0
General Services Approval :
Date:
TERMS AND CONDITIONS OF ENCROACHMENT PERMIT
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 9f=
a permit, is subject to rejection/fine. City reserves the right to void permit if work does not commence within 36 days
after date of issuance.
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 properly occurring as a result of work undertaken under this permit.
All work shall be done in accordance with the approved plans, Standard Special Provisions and Standard Drawings
of the City of Newport Beach, and in compliance with all applicable State laws and City ordinances.
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.
A valid State licensed contractor must perform all construction within the public right-of-way, unless waived by the
Public Works Director. A valid State 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.
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.
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 inspections by
the Municipal Operations Department may be required depending on scope of work performed.
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 (is: 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.
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.
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.
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.
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.
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. All USA marks
shall be removed prior to Final Public Works Inspection.
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 (Section 3800 Labor Code)
I certify that I have a Certificate of consent to self -insure, Certificate of Worker's
Compensation Insurance, or a Certified Copy the If
Date: 7-' co" P Signature:
r-
CERTIFICATE OF EXEMPTION (Section 3800 Labor Code)
I certify that in the performance of the work under this permit, I shall not employ
any person so as to become subject to California Worker's Compensation Laws. If,
after signing this certificate I become subject to the Worker'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:
Signature:
INITIALS:
15. All above ground facilities shall comply with the Municipal Code, including but not limited
to Chapter 13.20.
16. Homeowner, contractors, and subcontractors may each be liable for violations of Water
Quality Laws. Best Management Practices will be enforced. It is against the law to
discharge construction debris into the gutter and storm drain. Felony violations of Water
Quality Laws are punishable by fines up to $25,000 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 Compaction 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, or relocated
without approval from the Municipal Operations Department, Parks and Street Trees
Division.
19. All work in the public right-of-way must meet the approval of the Public Works Department
or corrections will be required (i.e. removals, exposing connections, 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 only. Additional work performed
may require Issuance of a separate permit and/or additional fees.
City of Newport Beach
Newport Beach Police Dispatch Public Works Department
Phone:949-644-3717 Phone:949-644-3311 Fax:949-644-3318
PLCATION FOR TEM OM STREET /SIDEWALK USE • DUMPSTER PLACEMENT
City of Newport Such Municipal Code 12.62.010 Permit for Temporary street Closure
APPLICANT INFORMATION
Name: Ken Brown
Company Name: Pinnacle Design Group
U4 Of NewPort Beach Business se o.
Address: 3910 Stanford Dr
I3T sm 2-j4 1�
cityrzip: Oceanside 92056 Phone: 760-845-5049 emailr�ren rown pinnace esig
x�►m
Exact Location of Encroachment: Intersection of Jamboree Rd & Ford Rd
(Use street address or appro)dmate number of feet from nearest intersection)
Reason for Encroachment: Boring in right of way to install conduit and fiber optic cable
Franchised Hauler or
Dumpater Company Name: Size:
Date Use to Begin: 7-' 0- 17 Date Use to End: _`i- 24— ( %
(Ma)dmum 14 Days) Time of Closure: 11 (; O&A to 3 i G,0PIA
youpin
DIAGRAM LOCATION OF ENCROACHMENT BELOW: Newport Beach Police Department (949) 644-3717
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A M of this eermit must be visible on the dash of each vehicle authorized to pLrk in leserved arkin sots.
The 2apficant is res onsible for not in
Police Dis atch of any road closure, detour, or reserved Arkin .
See reverse side of this
perynit for re ulations coverina use of this ermft.
ADDITIONAL CONDITIONS OF APPROVAL FOR THIS PERMIT ARE AS FOLLOWS:
I, (Perritee) hereby certify the information provided is true and correct, and I agree to comply with the terns and
conditions on the front and back of this permit. Permitee guarantees to Indemnify and hold the City of Newport Beach
harmless a ainst any claims, liability, or judgments for damages arising out of permitee's activities.
x Date I t —Zg
Reviewed by: Date:
Approved by: Date: 2%S 11
Permit Fee: $17"� Receipt No:
RYA
- _ - — WOR_KSH'.E!ET' 'FO;R 5N':CROACHMIF-- T PERMIT
CITY O;F iN�EW,PORT,"BEACH
1P:U,S�LIC� WOyRK'Si1D'E�PA�RTIM-00 .
-COMPLETE-THE BELOW I n o
PROJECT ADDRESS: Jamboree Rd & Ford Rd
pI SCItIPT10N F PROPOSYD WORK-
xit & mannnOle and bore across amboree kd, then south on Jamboree to AT&T manhole
fAI
Contractor to install conduit and fiber for telecommunications.
APPLICANT: Ken Brown Phone: 760-845-5049
Email Address: kenbrown@pinnacledesigngroupinc.com
Mailing Address:
3910 Stanford Dr
CItXIState/Zlp:
Oceanside CA 92056
OWNER: Phone:
Email Address:
Mailing Address:
City/State/23p:
_ ...... ALX- CONTRACTOR I'N�F'ORMA I N7 S REQU)RE=D=PLEA'SEE COMPLETE
CONTRACTOR: HP Communications
Office Phone: 951-572-1200
Company (if different):
Jobsite Phone:
Other Phone:
Email Address: ralph.ochoa@hpcomminc.com
Mailing Address:
13341 Temescal Canyon Road
City/State0p:
Corona Ca 92883
State License Number & Class:
752762 Expires: 8/31 /18
City Business License Number: 5/31/17
E fires:
ORKERS COMPENSATION INSURANCE - Certificate of Insurance (Section 3800 Labor Code)
om an : Policy No:A1CW11171600Expires: 7/15/17
uniF al: 41ona� 9d9=64�....:
=....
.............................................
!hies:: •t349,6"4031-.
itian Fortes 949 30fl3:
- -- - -- ------ ----------
_____ FOROFFICE'USEONLY
Special Conditions of Permit: - re-jc'b ;re -a.
A_DDIT16N'A'L APPROVA'L'REQUIRED, 'FROM THE'FOLLOWING'DEPARTMENTS
- -- - - - -Fire:
Utilities:
Municipal Operations
Traffic: 0 L�
Other:
Engineering Technician:
r�'w
Permit Specialist
Date:
=IN2016-
Permit No.
Public Works Department 949-644-3311
100 Civic Center Drive, Newport Beach, CA 92660
FEE WOR SHEET FO ENCROAGHM NT - R T
CI OF E ' • R =
UBLIC W • a - �
All Fees Are Non -Refundable Unless Otherwise Stated
PROJECT ADDRESS:
PERMIT
f 'Pwave. RA*
N2017- Moll
NUMBER:
PPLICANT-
P+nnoc e, 'its -In
Permit Processing Fee:
Q
Public Works Only
$241.00 f
Other Department
$275.00
Agreement Fee:
Preparation of Report/Agreement
$817.00
Document Recordation Fee
$192..0
Monitoring Wells
$502.00
Inspection Fee:
Public Works Field Inspection
Utilities Field Inspection
General Services Inspection
Water Quality/Artificial Turf Inspection
Refundable Deposit:
Improvements
0tv.
$165.00
$121.00
$165.00
$108.00
TBD1TBD
Street/Alley/Walk Closure: $65.000 Newspaper Rack Inspection $108.00
Traffic Control Plan Check
8-1/2" x 11" $65.00 Sewer Connection Fee $250.00
24" x 36" $143.00F-5-1 4TT Box & Cover $64.00
Additional
THE FOLLOWING ITEMS REQUIRE APPROVAL FROM THE Revenue Division
REVENUE DIVISION PRIOR TO PAYMENT OF FEES Approval:
Qty.
Qhr•
(Water Meter:
. .
Installation Charge $528.00 1
13/4" Meter
$50.25
Water Meter Boxes:
11" Meter
$121.50
For Parkway & Sidewalk Area (Box + Cover = Cost)
11 1/2" Meter
$285.00
1" Meter: 13.00 + 37.00 $50.00B
11 1/2" Turbine Meter
$700.00
2: Meter: 27.00 + 61.25 $88.25 1
12" Meter
$425.00
12" Turbine Meter
13" Meter
$845.00
$3,310.00
For Traffic & Alley Areas (Box + Cover = Cost) 1
1" Meter: 13.00 + 38.00 $51.00
14" Meter
$4,730.00
2" Meter: 27.00 + 162.00 $189.00
16" Meter
$7,190.00
Certificate of Compliance Fee (+100% of My over 3 hrs)
$288.00
5200-5029
Development Services Fee (Plan check hourly)
$155.00
5200-5015
Final Tract Map Checking Fee
$2,488.00
5200-5026
Final Parcel Map Checking Fee - Moderate
$2,488.00
5200-5027
Lot Line Adjustment Fee
$1,079.00
5200-5028
Park Dedication Fee Zone
TBD
405-470
Street EasementNacation Fee (+100% of hrly over 4 hrs)
$1,022.00
5200-5031
Street Tree Fee ($700 Planting Fee)
TBD
030-2284
Engineering Tech:
Total Amount Due:
For Finance use only
ZQ4;
0 3,Wtglo.--
Permit Specialist
Receipt No.
tNsers/pbw/shared/en=a&dmsters/ep front and back masters/
Rev. 1/5/20171
epfeesheecbs-revised torzirzots
P q9 SITE LOCATION
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N.T.S.
VICINITY MAP
I PROPOSED IMPROVEMENTS I
L o I PROPOSED 2' X 3' VAULT, STANDARD (PVT) I
0 3' X 5' BORE PIT
I Ill I PCC SIDEWALK REMOVE & REPLACE I
I I UNDERGROUND CONDUIT I
I DIRECTIONAL BORING I
I m I CONDUIT COUNT I
EXISTING SYMBOLS I
-Ii-
EXISTING CENTERLINE
-R/W
EXISTING RIGHT OF WAY
&G
EXISTING CURB & GUTTER
-SD - - -
EXISTING STORM DRAIN
-'Al -- -- -
EXISTING WATER
-S - - -
EXISTING SEWER
-E -
EXISTING ELECTRIC
-T
EXISTING TELEPHONE
EXISTING GAS
,�'- --- -- - - I EXISTING GAS LATERAL
- - I EXISTING CAN
Nk, I EXISTING UNKNOWN UTILITY/FACILTIES I
ENGINEERING SERVICES DEPARTMENT
RIGHT-OF-WAY CONSTRUCTION PERMIT STANDARD CONDITIONS
1. A CONSTRUCTION PERMIT IS REQUIRED FOR ALL CONTRACTORS PERFORMING ANY OF THE WORK SHOWN
ON THIS PLAN. A PERMIT WILL BE ISSUED ONLY TO THE CONTRACTOR WHO IS TO PERFORM THE
WORK. THE PERMITTEE SHALL GIVE AT LEAST 48 HOURS NOTICE PRIOR TO COMMENCING THE WORK.
2. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES HAVING FACILITIES WITHIN THE WORK AREA
AT LEAST 48 HOURS PRIOR TO BEGINNING WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL UTILITIES. FOR
LOCATION OF UNDERGROUND UTILITIES, OR FOR EMERGENCY SERVICES CALL UNDERGROUND DIG
ALERT AT 800-422-4133.
4. ALL TRENCHES SHALL BE ADEQUATELY SUPPORTED AND THE SAFETY OF WORKERS PROVIDED FOR AS
REQUIRED BY THE MOST RECENT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) "SAFETY
AND HEALTH REGULATIONS FOR CONSTRUCTION." THESE REGULATIONS ARE DESCRIBED IN SUBPART P.
PART 1926 OF THE CODE OF FEDERAL REGULATIONS. SHEETING AND SHORING SHALL BE UTILIZED
WHERE NECESSARY TO PREVENT ANY EXCESSIVE WIDENING OR SLOUGHING OF THE TRENCH WHICH MAY
BE DETRIMENTAL TO HUMAN SAFETY, TO THE PIPE BEING PLACED, TO TREES OR TO ANY EXISTING
STRUCTURE WHERE EXCAVATIONS ARE MADE UNDER SEVERE WATER CONDITIONS. THE CONTRACTOR
MAY BE REQUIRED TO USE AN APPROVED PILING INSTEAD OF SHEETING AND SHORING.
5. WHEN AN EXISTING ASPHALT STREET IS CUT, THE STREET MUST BE RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN ITS ORIGINAL CONDITION. THE EXISTING STREET CONDITION SHALL BE
DOCUMENTED BY THE CITY REPRESENTATIVE BEFORE ANY CUTS ARE MADE. PATCHING SHALL BE DONE
IN CONFORMANCE WITH CITY STANDARDS. THE FINISHED PATCH SHALL BLEND SMOOTHLY INTO THE
EXISTING SURFACE. ALL LARGE PATCHES SHALL BE PAVED WITH AN ASPHALT LAY DOWN MACHINE.
6. ALL DAMAGED EXISTING CURB, GUTTER AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF
COMPLETED IMPROVEMENTS.
7. ALL REQUIRED WATER FACILITIES INCLUDING FIRE HYDRANTS AND APPURTENANCES SHALL BE
ACCESSIBLE AND FULLY OPERATIONAL PRIOR TO CONSTRUCTING ANY PERMANENT STRUCTURE USING
COMBUSTIBLE MATERIALS.
8. ALL UTILITY SERVICE LINES SHALL HAVE A LOCATION IDENTITY MARKING ON TOP OF THE CURB.
9. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORK CONSTRUCTION.
10. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND A COPY OF THE
ENCROACHMENT PERMIT ON THE JOB SITE DURING WORKING OPERATIONS.
11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL. STATE, AND LOCAL SAFETY
REQUIREMENTS.
12. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING IMPROVEMENTS DISTURBED
DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO PAVING, UTILITIES, STREET STRIPING.
LANDSCAPING AND SIGNS.
13. ONE SACK SLURRY BACKFILL SHALL BE USED FOR ALL TRENCH CROSSINGS OF STREETS AND ALL
TRENCHES WITHIN ALLEYS.
14. SURVEY MONUMENTS OR ACCESSORIES TO THE SAME (TIE POINTS) SHALL BE PRESERVED, REFERENCED
AND/OR REPLACED PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE, OF THE
STATE OF CALIFORNIA.
15. ALL SHRUBS, PLANTS, OR TREES THAT HAVE BEEN DAMAGED DURING THE COURSE OF WORK, SHALL
BE REPLANTED OR REPLACED AS TO RESTORE THE WORK SITE TO ITS ORIGINAL CONDITION.
16. IF DURING CONSTRUCTION, A TRAFFIC DETECTOR LOOP IS TO BE CUT, NOTICE IS TO BE PROVIDED TO
THE CITY TRAFFIC ENGINEERING DEPARTMENT 2 WORKING DAYS PRIOR TO CUTTING THE LOOP. LOOP
MUST BE REPAIRED WITHIN 5 CALENDAR DAYS.
17. ALL USA MARKINGS SHALL BE REMOVED WITHIN 24 HOURS OF COMPLETION OF WORK.
18. CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB
SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE
LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN
CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, WITH EXCEPTION FOR LIABILITY ARISING
FROM THE SOLE NEGLIGENCE OF THE OWNER, ARCHITECT OR THE ENGINEER.
SHEET INDEX
TITLE SHEET
SHEET
1 OF 3
DETAILS
SHEET
2 OF 3
IMPROVEMENT
PLANS SHEET
3 OF 3
IMPROVEMENT
PLANS SHEET
4 OF 3
FOOTAGE TOTALS
ASPHALT TRENCH
O'
PUNCH THRU
O'
DIRT TRENCH
6'
BORE
641'
TOTAL
647'
R&R SIDEWALK TOTAL
FT
EROSION AND SEDIMENT CONTROL NOTES:
1. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION
AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF
FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE
EMERGENCY MAINTENANCE WORK TO BE DONE TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY,
THE COST (INCLUDING AN INITIAL MOBILIZATION AMOUNT) OF WHICH SHALL BE CHARGED TO THE
OWNER
2. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON -SITE AND TO SAFELY
DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE
INITIAL CONSTRUCTION PHASE OF THE PROJECT.
3. NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHEREVER POSSIBLE. EXPOSURE OF SOIL
TO EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO THE AREA REQUIRED
FOR IMMEDIATE CONSTRUCTION OPERATION AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME.
4. TOPSOIL SHALL BE STOCKPILED TO THE EXTENT PRACTICABLE ON THE SITE FOR USE ON AREAS TO BE
REVEGETATED. ANY AND ALL STOCKPILES SHALL BE LOCATED AND PROTECTED FROM EROSIVE
ELEMENTS.
5. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE
AVAILABLE ON -SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION
OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS
IMMINENT. A STAND-BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON.
6. A GRAVEL BAG SILT BASIN OR TRAP SHALL BE PROVIDED AT EVERY STORM DRAIN INLET TO PREVENT
SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM.
7. AT ALL TIMES, THE PROPERTY SHALL BE MAINTAINED AND/OR WATERED TO PREVENT WIND CAUSED
EROSION. EARTHWORK OPERATIONS SHALL BE DISCONTINUED WHEN FUGITIVE DUST SIGNIFICANTLY
IMPACTS ADJACENT PROPERTY. IF EARTHWORK IS COMPLETE OR DISCONTINUED AND DUST FROM THE
SITE CONTINUES TO CREATE PROBLEMS, THE OWNER/DEVELOPER SHALL IMMEDIATELY INSTITUTE
MITIGATIVE MEASURES AND SHALL CORRECT DAMAGE TO ADJACENT PROPERTY.
8. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN
CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER
EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING
SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT
OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS.
9. APPROVAL OF THE GRADING PLAN DOES NOT APPLY TO UTIUTY CONSTRUCTION. UTIUTY CONSTRUCTION
SHALL NOT BEGIN UNTIL APPROVAL BY THE CITY ENGINEER.
10. THE OWNER/DEVELOPER SHALL PROVIDE ANY ADDITIONAL DUST ABATEMENT AND EROSION CONTROL
MEASURES DEEMED NECESSARY BY THE CITY, SHOULD CONDITIONS MERIT THEM.
11. TEMPORARY FENCES SHALL BE INSTALLED ALONG ALL BOUNDARIES OF THE CONSTRUCTION LIMITS AS
SHOWN ON THE APPROVED EROSION CONTROL PLAN, TO PREVENT GRADING ON PROPERTY NOT OWNED
BY THE DEVELOPER. IN ADDITION, THE CITY MAY REQUIRE ADDITIONAL TEMPORARY FENCES IF FIELD
CONDITIONS SO MERIT THEM.
12. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURE MAY BE REQUIRED OF THE OWNER AND HIS
OR HER AGENTS DUE TO UNFORESEEN EROSION PROBLEM OR IF THE PROPOSED EROSION CONTROL
MEASURES DO NOT FUNCTION AS INTENDED. THE REQUIREMENTS OF THIS EROSION CONTROL PLAN
AND THE OBLIGATION OF THE LANDOWNER SHALL RUN WITH THE LAND UNTIL SUCH TIME AS THE
EROSION CONTROL PLAN IS PROPERLY COMPLETED, OFFICIALLY MODIFIED OR VOIDED.
13. INSPECTION REPORTS SHALL BE KEPT ON -SITE AND MADE AVAILABLE AT ALL TIMES FOR CITY REVIEW.
ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED.
14. THE CONSTRUCTION AND MAINTENANCE OF ALL EROSION CONTROL SYSTEMS SHALL BE IN SUBSTANTIAL
CONFORMANCE WITH THE APPROVED EROSION CONTROL PLAN.
CALIFORNIA STATE CODE COMPLIANCE:
ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT
EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN
THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES:
2013 CALIFORNIA BUILDING CODES WHICH ADOPTS THE 2013 UBC, 2013 UMC, 2013 UPC AND THE 2013
NEC.
- CALIFORNIA ADMINISTRATIVE CODE (INCLUDING TITLES 24 do 25) 2013
- BUILDING OFFICIALS do CODE ADMINISTRATORS (BOCA)
- 2013 CALIFORNIA PLUMBING CODE
- 2013 CALIFORNIA MECHANICAL CODE
- 2013 LOCAL BUILDING CODE
- ANSI/EIA-222-F LIFE SAFETY CODE NFPA-101
- 2013 CAUFORNIA ELECTRICAL CODE
r�ccrN.cv o. wcn�: KLVI:IVNZ. SEAT_ SHEET TITLE
o�.scRpnon: er: DAM -TITLE SHEET SHEET No
HP COMMUNICATIONS, Inc. • ADDRESS JAMBOREE RD & FORD RD
IM4t TLmrwl CANTON M CALL 811
FE
NA E 3910 STANFORD DR ' C«am. CA. gem -
OCEANSIDE, CA 92056 iAlX 9M-57p 1e01� CALL AT TTWO DAYa
SIGN GROU (760) 845-5049 seroRE you aG - B-16
TOTAL SHEETS
U DERGROUW SERVICE ALERT
TICKET • ff PAGE: 4
TOP VIEW
2436 FRP SERIES / TIER-15
(N.T.S.)
COVER VIEW
BOLT H= LIFT PINS
I , -I i a. �
23 1/2* 24*
14- �-I-
35 5/8*-
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5*
1 T
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DETAIL- 1
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arrin Enterprises
d
TYPICAL MANHOLE CONNECTION
(TYPICAL SECTION: N.T.S.)
' SLEEVE EXTENDING
POND MANHOLE (PVT)
(2) 1-1/4- CONDUITS
CONTRACTOR WILL BE RESPONSIBLE TO RESEAL ALL MANHOLES TO
CURRENT TELECOM CARRIER GUIDELINES AND SPECIFICATIONS.
(TYPICAL SECTION:
FINAL GRADE/GUTTER LINE
. . . . . . . . . .
UNDISTURBED
EARTH
36" MIN. COVER
°,':*'DEPTH ACTUAL BORE
DEPTH WILL MEET
FIELD CONDITIONS
(2) 1-1/4" CONDUITS—,:,.:.*.-.,.,:.-.-".,*..
BORE DRILL AS PER
FIELD CONDITIONS
I
BORE PIT & RECEIVER PIT DETAIL
(TYPICAL SECTION: N.T.S.)
BORE PITS
GRADE
36" MIN.
1 .(2) 1-1/4-
4" MIN. ORE DIRECTION
.3' X 5' --F 3' X 5'
RECEIVER ORIGINATOR
BY. CUENT:
i
UP COMMUNICATIONS. Inc.! ;'M ADDRESS
JAMBOREE RD & FORD RD
3910 STANFORD OR SI
0 A • WEANSIDE- CA 92
GRADE
N
SCALE:1:40
G� c 9' EXISTING MONUMENT G� �O
8'
PROPOSED
84' 3' x 5' BORE PIT
68'
ro
` �146"
7, � 128'/
� 4 GtY ,
\ \ 45 10'
EXISTING BEVEL 3 �� /-\\ 44 //' / Ncj
MANHOLE -_� k� 'r•. , // , ExISkNG ti%ATER ;A-VE
/ (r
EXISTING EDISON MANHOLE
/O
'
2�F. ♦ �, , EXtSTl%lS FRE H,CRANT
127' \ spy 195' BORE
PROPOSED 3' x 5' BORE PR
`� \ �♦ \ EXISTING AT&T MANHOLE #91 1
v �
8 14'
40.lo
92 106'.
Tr \
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� KtVINUMN W. nATE: SHEET TITLE IMPROVEMENT PLAN SHEET NO
HP COMMUNICATIONS, Inc. 0 SITE ADDRESS JAMBOREE RD do FORD RD
tSSH T►m mW CANTON RD. CALL 811
3910 STANFORD DR car=6 CL gem
FE
N�GROU
orncr oaf-6�e-zoo _
OCEANSIDE, CA 92056 VAX �-572-IM CA LAT TTIAIODAYS �� SHEETS
SIGN(760) 845-5049 BEFORE You as _ _
UNDERGROUND BERmcE ALERT
T>cKETf 4
MATERIAL LIST
NEW 2'X3' VAULT
1
NEW 3'X5' VAULT
0
NEW 1-1/4" CONDUIT
1314'
NEW 2" CONDUIT
0
EXISTING WATER VALVE
REMOVE do REPLAC
SIDEWAL
PROPOSED 3' X 5' 8(
PROPOSED 2' X 3' VAL
6' DIRT TRENa
EXISTING AT&T MANHOLE #1126
N
SCALE: 1:40
SCALE: 1:20
6m
r%rrNcw oi: L;LJ NI: REVISIONS
e+~• DATE: sue.. SHUT
1rn.E IMPROVEMENT PLAN SHEET NO
RP CONVAMCAT[ONS, Inc. SrrE ADDRESS JAMBOREE RD do FORD RD `�
Z L=41 8mnw1 CMTDN RA CVALL
FE
N�GROU
3910 STANFORD DR C°r°a► CL gem
OCEANSIDE, CA 92058 Dmcc 951-572-12DD
lru' 951-572-IM CALL AT TVIDDAYS TOTAL SHEETS
SIGN(760) 845.5049 BEFORE YOU DIO MR 1MAMAS
UNDERGROUND SERVICE ALERT
4
LEGEND
=w=)0-
DIRECnoN OF TRAVEL
PAVEMENT ARROW
PORTABLE SIGN
•
TRAFFIC CONE / DELINEATOR
I
T
CMS
rr
Table 6C-1. Recommended Advance Worming Sign Minimum Spacing
Distance Between Signs*
Road Type
A
B C
Urban (low speed) - 25 mph or less
100 ft
100 ft 100 ft
Urban (high speed) - more thou 25 mph to 40 mph
250 ft
250 ft 250 ft
Urban (high speed) - mom than 40 mph
350 ft
350 ft 350 ft
Rural
500 ft
500 ft 500 R
Expressway / Freeway
1.000 ft
1.000 ft 1.000 ft
• Speed category to be determined by the highway ogancK
TYPE N BARRICADE •• The column headings A.B. and C are the dimensions shown in Figures 6H-1 throw
6H-46. The A dimension is the distance from the transition or point of restrictio
TYPE NI BARRICADE to the first sign. The 8 dimension Is the distance between the first and second
signs. The C dimension is the distance between the second and third signs. (The
'fkst sign' is the sign in o three -sign series that is closest to the TTC zone. The
FLAG TREE 'third sign is the sign that is furthest upstream from the TIC zone.)
FLASHING ARROW BOARD
TRAFFIC SIGNAL
K-RAIL (TYPE
50 CONCRETE BARRIER)
CHANGEABLE MESSAGE SIGN
FLAGGER
Table 6C-2. Stopping Sight Distance as a Function
of Speed on Level Roads.
Speed*
Distance
20 mph
H5 feet
25 mph
155 feet
30 nph
200 feet
35 mph
250 feet
40 nph
305 feet
45 mph
360 feet
50 mp►,
425 feet
55 nph
495 feet
• Posted speed, off-p•ok 05th-po ca t10 speed
prior to work sterling, or the anticipated operating
speed in mph.
Table 6C-3 (CA). Toper Length Criteria for Temporary
Traffic Control Zones (for 12 feet Offset Width)
Speed*
S
(
(mph)
Minimum
for
Taper Lang
Width of Offset 12
s'
at w
MerLgklq
(feet)
Shi ting
(foot)
der
ShoulderDom
(feet)
Stream
(feet)•••
20
80
40
27
50
25
125
63
42
50
30
ISO
90
80
50
35
245
123
82
50
40
320
ISO
107
50
45
540
270
ISO
50
50
600
300
200
ii
55
660
330
220
50
• - Posted speed limit. off peak
95N-pereentle speed prior to work
starting, or the anticipated operating
» speed in mph-
- For other offsets use the following
merging toper length formula for L-
For speeds of 40 no or Is*% L-WS /60
For speeds of 45 mph or more, L-W4
Where L - taappeerr length In feet
W - Zth of offset in feet
S - posted speed limit.
off-peak 85th-percentle
speed prior to work starting, or
the anticipated
operating speed In mph.
- Maxknum downstream taper length Is
100 feet. See Section 6C.06.
GENERAL NOTES,
L WORK HOURS TO BE RESTRICTED TO 9MM TO UNESS APPROVED OTHERWISE.
2. PEDESTRIAN CONTROLS WILL BE PROVIDED AS SHOWN.
3. PEDESTRIANS SHALL BE PROTECTED FROM ENTERING THE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED,
AND MAINTAINED TO THE SATISFACTION OF THE CITY ENGDEER.
4. TEMPORARY 'NO PARKING/TOW AWAY' SIGNS STATING THE DATE AND TIME OF PROHIBITION VILL BE POSTED 72
HOURS PRIOR TO COMMENCING WORK. CALL POLICE DISPATCH TO VALIDATE POSTING
3. ACCESS WILL BE MADNTADED TO ALL DRIVEWAYS UNLESS OTHER ARRANGEMENTS ARE MADE.
6. TRENCHES MUST BE BACKFILLED OR PLATED DURING NON -WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED.
K-RAIL IS APPROVED ONLY WHEN SPECIFICALLY SHOWN ON THE APPROVED TRAFFIC CONTROL PLAN. PLATES SHALL
HAVE CLEATS AND COLD NIX AT THE EDGES AS APPROVED BY THE INSPECTOR,
7. STRIPING WILL BE REPLACED BY THE CONTRACTOR WITHIN 24 HOURS, IF REMOVED OR DAMAGED.
8. WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL TIMING OPERATIONS SHALL BE COORDINATED WITH THE CITY. CONTACT
PUBLIC WORKS DEPARTMENT 72 HOURS PRIOR TO CGMND CING WORK.
9. TRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OTHERWISE APPROVED BY THE CITY
ENGINEER OR HIS/HER REPRESENTATIVE. IF TRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED DNINIERATIVE BY THE
PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTUATION.
10. FLAGGERS SHALL BE EQUIPPED WITH A WHITE HARD HAT, AN ORANGE VEST, AND A 'STOP/SLOW' PADDLE ON A 3
FOOT STAFF.
It. ALL TRAFFIC CONTROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER WEEK, BY THE CONTRACTOR.
12, ALL TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (NUTCD) 2014 EDITION.
11 TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE OF THE WORK IN THE DETAIL, FORMAT, AND
QUALITY ILLUSTRATED ON THIS SHEET.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED WHEN NOT IN USE.
15. THE CITY ENGINEER OR HIS/HER REPRESENTATIVE HAS THE AUTHORITY TO INITIATE FIELD CHANGES TO INSURE
PUBLIC SAFETY.
16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED WITH CITY'S TRANSIT DISTRICT. CONTRACTOR SHALL CALL
TRANSIT DISTRICT AT LEAST 72 HOURS IN ADVANCE OF STARTING VORK.
17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE OF TRAFFIC CONTROL ON MAJOR AND PROF ARTERIALS,
UNLESS OTHERWISE APPROVED. THESE SIGNS SHALL BE SHOWN ON THE TRAFFIC CONTROL. PLAN.
SIGNAGE NOTES,
L AT LEAST ONE PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE OF TRAFFIC CONTROL DEVICES ON ALL
NIGHT LANE CLOSURES.
2. ALL WARNING SIGNS FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFIED IN THE
SPECIFICATIONS.
3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED WITH FLAGS FOR DAYTIME CLOSURES OF ALL
MAJOR AND PRIME ARTERIALS. FLASHING BEACONS SHALL BE USED DURING NIGHT LANE CLOSURES.
4. A G20-2 'END ROAD WORK' SIGN SHALL BE PLACED AT THE END OF THE LANE CLOSURE UNLESS THE END OF THE
VOW AREA IS OBVIOUS, OR ENDS WITHIN A LARGER PROJECT L DGTS.
S. ALL CONES USED FOR NIGHT LANE CLOSURES SHALL BE ILLUMINATED TRAFFIC CONES OR FITTED WITH 13'
REFLECTIVE SLEEVES.
6. FLASHING ARROW SIGNS SWILL BE USED PER CA MUTCD 2014 EDITION. SILENT TYPE SHALL BE USED IN RESIDENTIAL
AREAS.
7. THE MAXIMUM SPACING BETWEEN CONES SHALL BE THE WORK AREA'S SPEED LIMIT.
8. ADDITIONAL ADVANCE FLAGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEVELOP. FLAGGER STATIONS FOR WORK
AT NIGHT SHALL BE ILLUMINATED AS NOTED IN SECTION 61120 OF THE HOTCA
9. ALL REQUIRED SIGNS THAT ARE TO BE LEFT IN PLACE OVER A WEEKEND OR HOLIDAY SHALL BE POST MOUNTED.
10. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHALL MEET THE PROVISIONS OF 2014 CALIFORNIA MANUAL OF
UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
•;y rya,at'.•►• a• �.�.. .y' • � � •'aTrrjL-^i • i
,�1 ,/ • �1� �� TPAFFIC CONTROL COVER
CAnONS. Inc.
.- �•i ADDRESS
•
ONNA ,.� r• • .
i �� \ _ LL-73TA�tS•�a•
EASTBLUFF DR
(35 MPH)
JAMBOREE RD
(55 MPH)
r
POTHOLE
r- PROPOSED BORE ROUTE
JAMBOREE RD
(55 MPH) /
SOUTHHAMPTON CT
(25 MPH)
OO-I
NOTES:
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & 020-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEED LIMIT OF THE CROSS STREET. per!
3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA PHASE 01
FORD DR
4,oP4
�(50 MPH)
PREPARED BY- CLIENT: SEAL C y SHEET NO
.k
Dvr� er: a►T * y� c TRAFFIC CONTROL PLAN PHASE 01
(Z 02
TiPcoomoomdICA77oNs.Inc. • C 42590 ADOREss JAMBOREE RD do FORD RD
tsxi t n..o.► Caf1TON Ra CALL ell
NNA E 3910 STANFORO DR ' OrC IM 51 31y * _
OCEJWSIDE. CA 92058 CALL AT TTWDDAYS Fog! Rd &ffp
SIGN GROUP"(760) E45SO49 _ — TOTAL SHEETS
eeFoaeYOUDO J'� Cl�/IL Y
tM � oOERVICe<Am QlFpf � 1FpF-a\ _ � 0
EASTBLUFF DR
(35 MPH) QM-2
2w •
JAMBOREE RD
(55 MPH)
oo
i sw
ti
GqF .
POTHOLE q
.10
JAMBOREE RD
//F
(55 MPH)
PROPOSED BORE ROUTE
i.. , POTHOLE
\ y
FORD DR
(50 MPH) \ \ \
NOTES;
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 a 020-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEED LIMIT OF THE CROSS STREET.
a CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
AI(CiJ oT: WPJY�:
HP COMMUMCATIONS. Inc.IMKI
•
Tsmroat CALM to C81l
NNACI�3810 STANFORD DR ' o� 051_7Y6MOOCEANSIDE, CA 82056 TMODAYD
SIGN GR (780) 845-5049 WOW YOU 010
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CONTROL PLAN PHASE 02
0
PHASE 02
I JAMBOREE RD do FORD RD I
SHEET NO
03
TOTAL SHEETS
10
'lLIT
,tSFF 40* RHF 6•
FLASKDIG
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JAMBOREE RD
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/
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HP CON04MCATTONS. Inc. •
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3910 STANFORD DR C =46 CA. tree I
NNA OCEANSIDE, CA 92056 o"Im 961-572-100 CALL AT TTWOOAYS
ESIGN GROU , (760) 845.5049 BEFORE YOU pp
L•CERGROLNO 88MM ALERT
- nc mT•
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Oar
an LAW / � // / JAMBOREE (55 MPH)RD
NOTES:
CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
VENOM/ LIMIT/' / // ` 2. &G OF THEE �s PLASTRCED ON AFFECTED CROSS STREETS ACCORDING To THE
TAMI CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
S�E.�A�NE 9• //
► C 42590
s'� CI`✓I�. �P
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CONTROL PLAN PHASE 02 CONT.
JAMBOREE RD do FORD RD
0
PHASE 02
CONT.
EASTBLUFF DR
(35 MPH)
JAMBOREE RD
(55 MPH)
PROPOSED BORE ROUTE
6Ed �r°y�,
WERGOO
is
/ PDT / // �c's
JAMBOREE RD
(55 MPH)
NOTES;
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEW LAYT OF THE CROSS STREET.
3 CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
\ \ ew Musa
\ \ tAPFJt
FLM* M6
SOUTHHAMPTON CT
\ (25 MPH)
\
\ \ \ \ 3w
\
\
\ \ 0*10
\ \ re-V
FORD DR
(50 MPH) PHASE 03
arY:
ARED BY: cuufr: KLVL.KJM SEAL ��" TITLE SHEET NO
anol� er onTs �, ti Fy TRAFFIC CONTROL PLAN PHASE 03
HP CONOAMCATTONS, Inc. 9f m SITE ADDRESS JAMBOREE RD dt FORD RD 5
Cam CATcAxTOIr IID CALL 611C 590
3910 STANFORD OR OH1It o61-67l-1200
PNNAE OCEANSIDE,CA92056 CAUAT moDAYS p 3t'18GNGR (760)845-M9 SEFORE UCEROR YOU
OALERT s'TICMTB->a CIVII �Q * _ _ _ TOTAL SHEETS10
44r,,.
NOTES:
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & 020-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEED LIMIT OF THE CROSS STREET.
3 CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
/ �/
/
/
WD-2
/
SOW
SOW
/ JAMBOREE RD
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HP COWUN1CATTONS, Inc. •
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3910 STANFORD DR C09oo16 CA. SMI
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CONTROL PLAN PHASE 03 CONT.
0
PHASE 03
CON T.
SHEET NO
I JAMBOREE RD do FORD RD I
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TOTAL SHEETS
10
F.
Bor
Kl-
X
PROPOSED BORE ROUTE -
-
EASTBLUFF DR
(35 MPH)
POTHOLE r) I <
M-2 +�
JAMBOREE RD
(55 MPH)
POTHOLE
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tiF
.70
I . , JAMBOREE RD
(55 MPH)
FORD DR
(50 MPH)
NOBS:
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEID LIMIT OF THE CROSS STREET.
& CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
CM-2
\ EASTBLUFF DR
(35 MPH)
1 \
l �' \
w-2pj
MAR VISTA DR
(25 MPH) \
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SOUTHHAMPTON CT
(25 MPH)
2QD-I
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FORD DR
(50 MPH)
0
— PHASE 04
a2o-2
PREPAKLUeir: a>Err. REwsHaHs B1F DAM SEAL�v SHEET TITLE - •� TRAFFIC CONTROL PLAN PHASE 04 SHEET NO
HP COMINT7NICATTONs.Inc. • y�� ZZ SITE ADDRESS JAMBOREE RD do FORD RD O /
h\� ItW41 C1 CUITON In CALL eft C 425 gp m
FNNA��OCE NSIDE. RD DR ��+� TOTAL SHEETS
OCEANSIDE. CA 92058 ornm imt-m-mp cuLAr twooAYsGG(760) 845.5049 BEFORE YOU OIG * _ _
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T R PAnF 9-5,
10
JAMBOREE RD
(55 MPH)
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TICKET
=-2
JAMBOREE RD
(55 MPH)
TRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TRIES.
2.W20-1 & G20-2 SMALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEED LIMIT OF THE CROSS STREET.
3 CONTRACTOR SMALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
C 42590 Q
\CIV11. ��PI
0
PHASE 04
CONT.
CONTROL PLAN PHASE 04 CONT. W=I ""
JAMBOREE RD do FORD RD 1 08
TOTAL SHEETS
10
F
S
EASTBLUFF DRrc
(35 MPH)
\ o
1
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I . JAMBOREE RD (35 MPH)
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PROPOSED BORE ROUTE
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VD-1 NOTES
1. CONTRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE `p�G &Q�'�
SPEED LIMIT OF THE CROSS STREET. �+
3. CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH WORK AREA.
4. MINIMUM OF 5 WORKING DAYS NOTIFICATION REQUIRED FOR CONSTRUCTION WORK
WHICH AFFECTS BUS STOPS CALL (619) M-0100 EXT.424.
PHASE 05
PREPt On
ABED BY. CUEM: REIVISIONS SEALSHEET TITLE oEscavttotr: er: t1A1E TRAFFIC CONTROL PLAN PHASE OS SHEET NO
HP COAMMCAnONS. Inc. 0 l 2m iSITE ADDRESS
,�1 Tye, CAMM XL CALL 611 c� JAMBOREE RD dt FORD RD O
42590
3910 STANFORD DR
NNA E OCEANSIDE, CA 92056 OMM 951-572-1200 CALLAT TTWO DAYS * £'re MM"g% TOTAL SHEETS
SIGN GR (760) 845.5049 YOU 016 -
UNDERGROLMSER%ACEALERT Sr. CiVll. _n��P _ _ — _ 10
I
NOTE
TRACTOR TO MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES.
2. W20-1 & G20-2 SHALL BE PLACED ON AFFECTED CROSS STREETS ACCORDING TO THE
SPEED LIMIT OF THE CROSS STREET.
'CONTRACTOR SHALL ASSIST PEDESTRIAN TRAFFIC THROUGH NARK AREA.
4. MINIMUM OF 5 WORKING DAYS NOTIFICATION REQUIRED FOR CONSTRUCTION WORK
WHICH AFFECTS BUS STOPS. CALL (619) 238-0100 EXT.424.
OPENING
0(CA)
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PFCALIV
1/3/2022 City of Newport Beach Page 9 of 21
4:M32PM INSP150 - Daily Inspection Request Report
Requested Inspection Date:
01/04/2022
Inspection Type:
ENCROACH
Inspection Area:
PW
Site Address:
1 PUBLIC ROW
Activity : 017-0068
SubType :
Status : APPROVED
OWNER: CITY OF NEWPORT BEACH Phone:
APPLICANT: PINNACLE DESIGN GROUP Phone : 760-845-5049
Description : Bore 646 LF of conduit for telecommunication purposes for Wilcon on Ford Road and
Jamboree Road. Concrete and pavement restoration Der Citv Standards.
Item: 10250 FINAL - PW
Requested Time: 1/4/2022 12:00:OOAM
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Entered By: WEBUSER
Comments: 'ANY-'
Assigned to: 77777777777*
Requestor: WEBUSER
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