14044See below for Finance Revenue Codes
/LIJ)ZI
ENCROACHMENT PERMIT IFIL11 COP
fOFPUBLIC WORKS CONSTRUCTION
TY�'
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.
Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
DATE: 4/29/2014
--- - -- — D -- - -
LOCATION OF CONSTRUCTION: Laguna de La Paz; TM 20052; Washington Street and Eisenhower Drive 1
PURPOSE OF CONSTRUCTION: Traffic Control to Install New Water Welll4-
DESCRIPTION OF CONSTRUCTION: Drill Ops New Water Well _ _ t' _
DIMENSION OF INSTALLATION OR REMOVAL: CIT`f OF IA DEP Tp
- - -. ----- -- - FINANCE DE,_
APPROXIMATE TIME WHEN WORK WILL BEGIN: 5/15/2014 TIME OF COMPLETION: 7/19/2014
ESTIMATED CONSTRUCTION COST: $420,000 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS This Encroachment Permit is for Traffic Control Only.
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and•all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at
least twenty-four (24) hours prior to the anticipated inspection.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
n u e of Applicant or Agent
Laguna de La Paz - Melissa Mezzanatto
Name of Applicant
Palm Springs Pump, Inc.
Name of Contractor and Job Foreman
749713-C-57
Contractor's License Number
Granite State Insurance Comr
Applicant's Insurance Company
FEES Subdivision Improvement Permit - Class I
Minor Improvement Permit - Class I
Finance Revenue Code
Inspection Fee E-1
Permit Fee E-1
As -Built Deposit E-A
Cash Deposit -Surety Bond, EE=B
if required
TOTAL
48-300 Vista de Nopal, La Quinta, CA 92253
760-564-8864
Business Address
Telephone No
83651 Dr. Carreon Blvd., Indio, CA 92201
760-342-2603
Business Address —
Telephone No.
1442
City Business License No
02 -LX -024056248-0
Policy Number
Public Improvements: 3% of estimated construction costs
Private Improvements: 3% of estimated construction costs
-i PERMIT NUMBER: 14044
DATE ISSUED: �a ZO
0.00 EXPIRATION .ATE:
858.00 BY:
0.00
0.00 WORK INSPECTED BY*:
PERMIT COMPLETION DATE*: i
858.00 ' If the work is covered by a Subdivision Improvement Agreement, Subdivider ;
—_ L shall request final acceptance of improvements from the City Council. - -
Date: 15APRIL14
T4'�v 4 a vQ"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Tract No: 2.00572- ' Project Name: Laguna de LWaz
Vicinity: Washington / Eisenhower
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) New Water Well
Description of Construction (i.e.: See Plan Set No. Ol 234) Drill ops new water well
Dimension of Installation or Removal:
Approximate Construction Start Date: 15MAY14
Approximate Construction Completion Date: 19JULY14
Estimated Construction Cost: $ 420,000.00 Contract to drill water well
Estimated Construction Cost shall include the removal of all obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: Melissa Mezzanatto
Phone Number: 760-564-8864
Name of Applicant/Owner: Laguna de Lapaz
Applicant Address: 48-300 Vista de Nopal La Quinta CA 92253
Applicant Telephone Number: 760-564-8864
Applicant E-mail Address: mmezzanatto@drminternet.com>
Name of Contractor: Palm Springs Pump, Inc.
Contractor Address: 83651 Dr. Carreon Blvd. Indio CA 92201
Contractor Telephone Number: 760-342-2603
Contractor State License Number: 749713 C-57
Contractor City Business License Number: 1442
Contractor E-mail Address: michael@palmspringspump.com
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Granite State Insurance l6M.naew
Applicant or Contractor General L
02 -LX -024056248-0
Office Use Only:
Inspection Fee:
Permit Fee:
As -Built
Deposit:
Dust Control
Deposit:
Credit
Amount.
TOTAL FEE DUE:g
rives ar is c —
Pnrmc RE LIFF17ET.7;
lity Insurance Policy Number:
plication
Office Use Only:
Assigned Permit Number:
Approval Date:
Expiration
Date:_
Issue
Date:
Administrative Authority:
(a•S4vae
• City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 14044
The following shall always apply.,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's right of way
ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to secure permission
from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall be fitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation in paved areas. If the existing pavement is scarred, spalled,
or broken during the term of this contract or if the pavement is marred, City of La Quinta shall request that these portions of road be resurfaced
over their entire width. Resurfacing shall consist of one coat of two inches (2") of A.C. surfacing plus appropriate seal coat as specified above.
PROTECTION OF TRAFFIC: All excavations and work areas shall be properly lighted and barricaded as deemed necessary by the City
Engineer or City of La Quinta Public Works Inspectors. Suitable detours and detour signs shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include corrugated metal pipe, concrete pipe, steel culvert and concrete
structures encountered during excavation which necessitate removal shall be replaced in kind. In the event it becomes necessary to remove or
cut existing drainage structures, City of La Quinta shall be notified prior to commencement of this work. Drainage structures and open drains
shall be kept free of debris at all times for proper drainage.
RIGHT-OF-WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right of way. All
paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction. Existing gutter line
and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed prior to paving. Water tanker
shall be used, as required, to sprinkle the job site to keep down dust conditions and shall be used immediately after backfill.
DE -WATER OPERTATIONS: If de -watering operations are required and pumps are forcing water on City of La Quinta roads, it shall be the
responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum of one lane of traffic shall be maintained at all times to provide limited access for
the adjoining property owners and emergency vehicles. In the event it is felt by the permittee that he must close a street for any length of time,
permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated:
® R1 NOTIFICATION: Permittee shall notify the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations within the City of La Quinta right-of-way authorized
by permit, the permittee shall contact all concerned utility companies relative to the location of existing substructures.
Damage to existing substructures resulting from operations conducted under this permit shall be the sole responsibility of the
permittee.
® R3 UTILITY CLEARANCE (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( ** N/A ** ) inches of A.C. paving placed on ( ** N/A ** ) inches of ( ** N/A ** ) aggregate sub -base course having an
"R" value of. not less than ( ** N/A **) and in conformance with the City of La Quinta Road Improvement Standards and
Specifications, Ordinance #461.
❑ R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
one-fourth inch (%") to one foot (1').
❑ R6 GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
❑ R7 CURB REMOVAL FOR DRIVEWAYS- A portion of the existing concrete curb and/or curb and gutter (** N/A **) feet shall
be removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
❑ R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be two and a half inches (2 Y2") of A.C. paving on (** N/A **) of class (** N/A ** )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all -directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
❑ R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the.permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
❑ R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS:. Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
❑ R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) lifts where trenches are of excessive depths. Care is to be exercised
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
resulting compaction shall not be less than ninety percent (90%) or equivalent to the surrounding ground, whichever is the
greater compaction. Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to
retain the water. Where jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water
supply shall be continuos.
❑ R18 COMPACTION TESTS: If so required by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot the City
Engineer for approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section
6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
❑ R19 COMPACTION TESTS: If so required by the Inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Sections 6.3.001 of the Standard Specifications, Division of Highways, State
of California, dated January 1973.
❑ R20 TEMPORARY PAVEMENT REPAIRS: After completion of backfill and compaction operations, a temporary patch consisting
of two inches (2") of SC -800 shall be.placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or trench has been excavated and backfill operations completed, but in no
case shall the placement of the temporarypavement exceed a five (5) day limit.
❑ R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 shall be placed no later than.( ** N/A ** ) days after completion of temporary road repair.
❑ R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
❑ R23 STREET RESTRIPING: Where street striping is still visible on street to be excavated, such striping shall be replaced upon
completion of permanent repairs.
❑ R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right-of-way shall be accomplished
by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling public. It
shall be the responsibility of the permitte to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall be in sections, which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump, shall be removed and disposed of so that no debris remains in view of the highway. The
stump hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where it becomes
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') at any one time. Adequate
signs, flagmen and or barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than ninety percent (90%) or
equivalent tot the surrounding ground, whichever is the greater compaction as determined by the impact or field method.
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
PERMIT NO. 14044
Laguna de La Paz / Traffic Control to Install New Water Well / Washington Street
and Eisenhower Drive
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Palm Springs Pump, Inc. and Laguna de La Paz (Melissa Mezzanatto), hereinafter referred to as
"Permittee", shall be responsible for providing continuous dust and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
5. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
work site, the Permittee shall comply with City regulated work hours. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
Note: Construction work (including setting up traffic control devices) is not permitted on any
Arterial street (ie any 4 lane street) before 8:30 a.m. and after 4:30 p.m.
6. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m.' Traffic control shall be set up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the City Traffic Maintenance Technician at (760) 250-0571 if signal operation at the intersection is to be
altered in any way.
7. The permittee shall submit inspection requests by calling the City Inspection Hotline at (760) 777-7097
before 1:30 p.m. and at least twenty-four (24) hours prior to the anticipated inspection.
8. Pursuant to Section 14.16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
Special Conditions Page 1 of 3
PERMIT NO. 14044
Laguna de La Paz / Traffic Control to Install New Water Well / Washington Street
and Eisenhower Drive
9. This permit is not valid until the permittee submits, to the Public Works Department, prior to start of
construction, the name of the City approved contractor, who shall submit to the City the following
items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
10. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in the Engineering Bulletin for Indemnification & Insurance Requirements. This insurance
shall be kept in full force and effect at all times by Applicant or Contractor during the prosecution of the
permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each
policy shall name the City as an additional insured.
11. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning signs and traffic control shall be installed and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (CA
MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
On Collectors to Arterial Streets, the permittee must submit a traffic control plan which shall be from or
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (CA MUTCD) or the latest edition of the Work Area Traffic Control Handbook (WATCH).
Traffic Control plans riot from the CA MUTCD or the WATCH shall be signed and stamped by a civil
or traffic engineer registered in the State of California. It shall be the Permittee's responsibility to
appropriately detour and barricade all construction sites.
Pursuant to Section 14.16.290 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of two (2) travel lanes of paved surface shall
be maintained at all times.
12. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 1-800-422-
4133. It shall be the Permittee's responsibility to notify the Public Works Department of anticipated
excavation which impact City facilities, including but not limited to traffic signal conduits and loops,
irrigation lines, electrical conduits, and storm drain facilities.
B. Should additional work, materials, or modifications of the work be required in order to meet City
standards, safety requirements, signage requirements, or to fit actual field conditions, the work shall be
performed by the Permittee as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta.
14. Pursuant to Section 14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within street rights-of-way shall conform with Section 306-1.3 of the latest
edition of the Standard Specifications For Public Works Construction (SSPWC), except as otherwise
specified herein.
No excavation is anticipated in the Scope of Work or within this permit.
Special Conditions
Page 2 of 3
PERMIT NO. 14044
Laguna de La Paz / Traffic Control to Install New Water Well / Washington Street
and Eisenhower Drive
15. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
within the existing travel way, at the end of every workday as directed by and to the satisfaction of the
City Engineer for the protection of the public. Lengths of open trench shall not greatly exceed that
which can not be backfilled in the same day. Excavated trenches shall not be allowed open overnight,
however, Permittee may leave a length of excavated trench, not to exceed twenty (20) feet in length,
open overnight at a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
No excavation is anticipated in the Scope of Work or within this permit.
16. All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
17. Access and egress to all local properties shall be maintained at all times.
18. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shallconform to the following conditions:
No asphalt work is anticipated within the scope of work or this permit.
19. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after completing the operation.
20. The City of La Quinta reserves the right to require modifications of the work be made at permittee's
sole cost for proper sight distance requirements per guidelines in the AASHTO " A- Policy on
Geometric Design of Highways and Streets, 5t" Edition" or latest, in the installation of all
appurtenances abutting and within the public street right-of-way.
21. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 'l0 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three'(3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
22. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
23. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
Special Conditions Page 3 of 3
California MUTCD 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California)
Figure 6H-33. Stationary Lane Closure on a Divided Highway (TA -33)
END
ROAD WORK
i O i (optional)
500 ft
t
100; (optional)
SLOW fOR SC20(CA)
THE CONE (optional)
ZONE .
i
Buffer space (optional)
Temporary white
edge line
L
000 1
Shoulder taper
A (see Note 3)
i
I h
B
ii_ / LANE
CLOSED
XX NILE
A6 C
®
,i yl 4' SC1(CA)
ROAD
WORK
XX MILE
END
i i ROAD WORK
z
(optional)
500 ft
,� I Work vehicle
i
• Truck -mounted
attenuator
(optional)
*
Bu er space (optional)
*
L
o-
aoa
1
• Shoulder taper
A (see Note 3)
i
B 1"GHT
i i ! LANE
CLOSED
n XX NILE
l ROAD
i i ! WORK
XX MILE
__rt n t 1
Note. See Tables 6H-2 and
6H-3 for the meaning
of the symbols and/or
letter codes used in
this figure.
A - LONG-TERM AND B - SHORT-TERM
INTERMEDIATE
7.�_'-4 AF-1C,�o'z,,� Typical Application 33
Page 1211
Chapter 6H.— Typical Applications January 13, 2012
Part 6 — Temporary Traffic Control
r California MUTCD 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California)
Table 61-1-1 (CA). Index to Typical Applications
Page 1135
Typical Application Description
Typical Application Number
Work affectin Pedestrian and Bicycle Facilities see Section 6G.05
Shadow vehicle
Shoulder Closure on Urban. Low Speed) Locations to Accommodate Bicyclists
TA -101 CA
Lane Closure on Freeway, Expressway, Rural and Urban (High Speed) Locations
to Accommodate Bicyclists
TA-102(CA)
Detour for Bike Lane on Roads with Closure of One Travel Direction
TA-103(CA)
Right Lane and Bike Lane Closure on Far Side of Intersection
TA-104(CA)
Work Within the Traveled Way of a Two -Lane Highway see Section 6G.10
Channelizing device
Lane Shift on Road with Low Traffic Volumes
TA-105(CA)
Table 6H-2. Meaning of Symbols on Typical Application Diagrams
®
Arrow board
Distance Between Signs"
B
Shadow vehicle
000
Arrow board support or trailer (shown facing down)
IN
Sign (shown facing left)
�-�
Changeable message sign or support trailer
®
Surveyor
■
Channelizing device
0
Temporary barrier
®
Crash cushion
500 feet
Temporary barrier with warning light
Expressway / Freeway
Direction of temporary traffic detour
1,500 feet
Traffic or pedestrian signal
�►
Direction of traffic
®
Truck -mounted attenuator
r�
Flagger
®
Type 3 barricade
High-level warning device
(Flag tree)
Warning light
0
Longitudinal channelizing device
Work space
�0
Luminaire
Pavement markings that should be
for long-term
o
Work vehicle
removed a project
Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams
Road Type
A
Distance Between Signs"
B
C
Urban (low speed)' - 25 mph or less
100 feet
100 feet
100 feet
Urban (low speed)' - more than 25 mph to 40 mph
250 feet
250 feet
250 feet
Urban (high speed)' - more than 40 mph
350 feet
350 feet
350 feet
Rural
500 feet
500 feet
500 feet
Expressway / Freeway
1,000 feet
1,500 feet
2,640 feet
The column headings A, B, and C are the dimensions shown in Figures 614-1 through 61-1-46. The A dimension is the
distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and
second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a
three -sign series that is closest to the TTC zone. The "third sign" is the sign that is furthest upstream from the TTC zone.)
Chapter 6H — Typical Applications January 13, 2012
Part 6 — Temporary Traffic Control
California MUTCD 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California)
Table 61-1-4. Formulas for Determining Taper Length
Speed (S) Taper Length (L) in feet
Minimum Taper,Length**
for Width of Offset 12 feet (W)
W
40 mph or less
L =
Down
Stream
feet'
60
45 mph or more
L= WS
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, or off-peak 85th -percentile
speed prior to work starting, or the anticipated
operating speed in mph
Table 6H-4(CA). Taper Length Criteria for Temporary Traffic Control Zones
(for 12 feet Offset Width)
Speed*
S
(mph)
Minimum Taper,Length**
for Width of Offset 12 feet (W)
Merging
L
feet
Shifting
L12
feet
Shoulder
L/3
feet
Down
Stream
feet'
20
80
40
27
50
25
125
63
42
50
30
180
90
60
50
35
245
123
82
50
40
320
160
107
50
45
540
270
180
50
50
600
300
200
50
55
660
330
220
50
60
720
360
240
50
65
780
390
260
50
70
840
420
280
50
* - Posted speed limit, off-peak 85"1 -percentile speed prior to work starting, or the anticipated operating
speed in mph.
** - For other offsets use the following merging taper length formula for L:
For speeds of 40 mph or less, L=WS2/60
For speeds of 45 mph or more, L=WS .
Where: L = taper length in feet
W = width of offset in feet
S = posted speed limit, off-peak 851h -percentile speed prior to work
starting, or the anticipated operating speed in mph
*** - Maximum downstream taper length is 100 feet. See Section 6C.08.
PagE-1136
Chapter 6H — Typical Applications January 13, 2012
Part 6 — Temporary Traffic Control
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH
THE 2012 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T.C.D.)
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC
CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LA QUINTA REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL
(SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH AT ALL
TIMES.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
6. ALL TRAFFIC CONTROL DEVICES USED DURING HOURS OF DARKNESS
SHALL BE RETRO -REFLECTIVE AND ALL BARRICADES SHALL BE EQUIPPED WITH
FLASHING LIGHTS.
7. THE SOUTH BOUND RIGHT LANE SHALL BE CLOSED ONLY WHEN NECESSARY TO BRING
IN EQUIPMENT & SUPPLIES FOR THE WELL DRILLING. LANE CLOSURE HOURS ARE
8:15 AM TO 4:00 PM. AT END OF LANE CLOSURE HOURS THE LANE SHALL BE CLEARED C
DEBRIS AND THE TRAFFIC LANE REOPENED. THE BIKE LANE SHALL BE REOPENED
ALSO BUT WILL BE NARROWED TO 3'/2 FEET FOR THE RAMP UP THE CURB.
8. TRUCKS WILL BE ENTERING AND LEAVE THE WORK AREA (LIMITED TIMES) THROUGHOU-
THE JOB. THE RAMP UP THE CURB WILL REMAIN FOR THIS REASON. "ROAD WORK
AHEAD", 'TRUCKS ENTERING & EXITING" AND THE "BIKE LANE NARROWS" SHOWN IN
THE RIGHT CORNER SHALL REMAIN IN PLACE FOR THE DURATION OF THE WORK.
9. ON LANE CLOSURE DAYS, THE CONTRACTOR WILL HAVE A FLAGGER ON THE SIDEWALK
TO CONTROL PEDESTRIAN TRAFFIC. FLAGGER SHALL WEAR A MINIMUM CLASS 2 ANSI
GARMENT AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE.
Reviewed By Date Pemut Number
Pending
Import & Export Equipment to Well Site
Prime Contractar COnbd
Palm Springs Pump Eddie 760-578-3846
Traffic Control Design by Prepared By Checked By
Tops N Barricades, Inc. Ron Fifield Ron Fifield
Phone Speed Limn Date Sheet Number
(800)852 -TOPS 50 5/12/14 1 REV
TRAFFIC CONTROL FOR
MOVE IN OR OUT
EQUIPMENT & SUPPLIES
CALEO BAY
R7.1
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IF -70 W
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G2o-2-11 EQUIPMENT
ENU
ROAD WORN RAMP UP CUA
150' 1.100'
I I WORK I G.
I CONSTRUCTIO I AREA I ROAD D
VEHICLE ONLY
BIKE NEEP
LANE F
LOSED LEFT
TRUCKS
ENTERING
j"
yOy..P 6 D
I WORK I G2o1
AREA I ROAD WORK
RAMP UP CURB DETAIL
THE CONTRACTOR INTENDS TO
LAY A PIPE IN THE CONCRETE
GUTTER AND CREATE AN ASPHALT
RAMP OVER IT USING THE 2' GUTTER
THE ASPHALT OF THE BIKE LANE WILL
REMAIN THE SAME.
i.
Y�Rt t S
�• 2
wza-1
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a
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Q. 00
>
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EQUIPMENT WORK
WORK
RAMP UP CURB
�• G G - - - - - - - -Tse
d So
co TRAFFIC CONTROL FOR
W DAILY ACCESS FOR
a THE DURATION OF THE JOB
G2o-2-11 EQUIPMENT
ENU
ROAD WORN RAMP UP CUA
150' 1.100'
I I WORK I G.
I CONSTRUCTIO I AREA I ROAD D
VEHICLE ONLY
BIKE NEEP
LANE F
LOSED LEFT
TRUCKS
ENTERING
j"
yOy..P 6 D
I WORK I G2o1
AREA I ROAD WORK
RAMP UP CURB DETAIL
THE CONTRACTOR INTENDS TO
LAY A PIPE IN THE CONCRETE
GUTTER AND CREATE AN ASPHALT
RAMP OVER IT USING THE 2' GUTTER
THE ASPHALT OF THE BIKE LANE WILL
REMAIN THE SAME.