9064 (2)ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
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: 10/1/2009
LOCATION OF CONSTRUCTION: Within City of La Quinta Right -of Way Oulu
or
PURPOSE OF CONSTRUCTION: IID Project; Blanket Permit for Tree Trimming Under Power Lines
DESCRIPTION OF CONSTRUCTION: Tree Trimming Maintenance Under Power Lines within the City of La Quinta Right -of -Way
DIMENSION OF INSTALLATION OR REMOVAL: NIA
APPROXIMATE TIME WHEN WORK WILL BEGIN: 10/1/2009 TIME OF COMPLETION: 10/1/2010
ESTIMATED CONSTRUCTION COST: N/A (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS
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 wor
Signature of Applic t or Agent
Imperial Irrigation District - Felix 81600 Ave 58, La Quinta, CA 92253 760-398-2651
Name of Applicant Business Address Telephone No
Asplundh Tree Expert Company - Ken Peters 2120 W. Mission Rd. Ste R, Escondido, CA 92029 760-427-3056 or 489-1135
Name of Contractor and Job Foreman Business Address Telephone No.
344767 106364
Contractor's License Number City Business License No
Liberty Mutual Fire Insurance Company TB2-631-004328-039
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs
Finance Revenue Code
Inspection Fee E_1
$0.00
Permit Fee E_1
$100.00
As -Built Deposit E-A
$0.00
Cash Deposit -Surety Bond, E_B
$0.00
if required
TOTAL
$100.00
PERMIT NUMBER: 9064
DATE ISSUED: /Jay 39 200
EXPIRATION DATE: NOt/ 3
BY:
WORK INSPE ED BY":
PERMIT COMPLETION DATE":
If the work is covered by a Subdivision Improvement Agreement, Subdivider
shall request final acceptance of improvements from the City Council.
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PERMIT NO. 9064
IID 2009/10 Annual Blanket Permit / Routine Tree Trimming Maintenance Under
Power Lines; Temporary Traffic Control / Various locations
(No asphalt, excavation, backfill, earthwork permitted)
For the standard annual blanket permit conditions, the following shall apply:
1. ' The permittee shall submit inspection requests prior to performing work 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.
2. This annual blanket permit is valid only for existing facility maintenance within the public's right-of-
way. For all other type of work, the permittee must apply for an encroachment permit with the City of
La Quinta.
3'. All sub contractors working under any annual blanket permit must have the following documents on file
at the Public Works Department 2 weeks prior to start of construction:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
4. The Applicant or Contractor shall furnish the City satisfactory evidence of insurance in the amounts
provided in Engineering Bulletin 97-04. 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.
5. 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.
6. Emergency work does not apply to this annual or regular permit.
7. Asplundh Tree Expert Co. (Ken Peters), hereinafter referred to as "Permittee", shall be responsible
for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required. .
9. The permittee shall Haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee
shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
Special Conditions Page 1 of 4
PERMIT NO. 9064
IID 2009/10 Annual Blanket Permit / Routine Tree Trimming Maintenance Under
Power Lines; Temporary Traffic Control / Various locations
(No asphalt, excavation, backfill, earthwork permitted)
10. 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 1st 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 1 st 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 8:00 a.m.
11. 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 Signal Maintenance Technician at (760) 250-0571 if signal operation at the intersection.
is to be altered in any way.
12. Work within 500 feet of any designated School Zone shall be performed between the hours of 8 a.m. —
1:30 p.m. Traffic control shall be set up after 8 a.m. and removed before 1:30 p.m.
13. Prior to performing construction work and closing any lanes in the Public Right of Way, the permittee
shall call the City at (760) 777-7097 at least 24hrs prior to work and submit an inspection request.
14. - 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.
15. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time Frame of Closure
D. Alternative Routes
Special Conditions Page 2 of 4
PERMIT NO. 9064
IID2009/10 Annual Blanket Permit / Routine Tree Trimming Maintenance Under
Power Lines; Temporary Traffic Control / Various locations
(No asphalt, excavation, backfill, earthwork permitted)
16. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
17. 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 with the guidance of the latest version of the Manual of Uniform Traffic Control Devices
(MUTCD) and/or the Work Area Traffic Control Handbook (WATCH).
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.
18. 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.
19. 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.
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. The permittee shall not encroach upon private property without prior written approval (submit to the
Public Works Department, attention to the Assistant Engineer II) of the private land owner whom is
being encroached upon.
22. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
23. Access and egress to all local properties shall be maintained at all times.
24. 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.
Special Conditions Page 3 of 4
PERMIT NO. 9064
IID 2009/10 Annual Blanket Permit / Routine Tree Trimming Maintenance Under
Power Lines; Temporary Traffic Control / Various locations
(No asphalt, excavation, backfill, earthwork permitted)
25. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 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..
26. The City of La Quinta reserves the right to revoke;, suspend or void this permit at any time.
27. 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.
28. If it is the intent of the permittee to cut the pavement and have. it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired a permit from
the City to perform the required restoration work.
Special Conditions
Page 4 of 4
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 9064
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 be notified 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 %") 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.
❑ R70 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. fumished 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 temporary pavement 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.
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TRAFFIC CONTROL PLANS
GENERAL INFORMATION
The Traffic Control Plans depicted in this Appendix are intended to supplement
Part 6 "Temporary Traffic Control" of the 2003 Manual on Uniform Traffic Control
Devices (MUTCD) and 2003 MUTCD California Supplement in providing guidance
and information on preparing traffic control plans. Other references may also
provide useful information on traffic control procedures. It should be understood
that implementation of traffic control plans must conform with the latest revisions
of Part 6 of the 2003 MUTCD and 2003 MUTCD California Supplement.
Part 6 of the MUTCD Manual "Temporary Traffic Control" are published by the
Federal Highway Administration (FHWA) and the California Department of
Transportation (Caltrans). These manuals in combination are issued to provide the
basic standards for uniform types of warning signs, lights, and other devices to
be placed upon any public roadway or street by a person engaged in performing
work which interferes with or endangers the safe movement of traffic flow upon
such highway or street, ' in accordance, with sections 21367 and 21400 of the
California Vehicle Code.
It is the responsibility of the Contractor or Organization- performing work on,
or adjacent to, a roadway to install and maintain such devices which are
necessary to provide safe passage for the traveling public through the work
area and for the safety of the workers. Before work begins, traffic control
plans for handlingtraffic through a construction or maintenance project shall
be approved by te engineer of the public agency or authority having
jurisdiction over the roadway.
•Typical plans for intersections that are controlled by a traffic signal or a
multi—way stop are not identified in this Appendix. These instructions require
special attention in the preparation of traffic control plans. The approving
agency should be notified prior to the preparation of traffic control plans
when the work is in or near- these intersections.
Special attention is also. needed on the traffic control plans when the work
areas affect bike lanes, sidewalks, pedestrian access, and curved or narrow
roadways. Notification of the approving agency is desirable prior to the
preparation of the plan when bicycles and pedestrian routes are affected by
the work.
Nothing contained in this Appendix shall prevent local jurisdictions from modifying,
changing, or adopting new specifications deemed necessary. The .text and
typical drawings in this Appendix are. not a legal standard. Criteria for
position, location, and use of traffic control devices is furnished solely.
for the purpose of guidance and information to assist in the preparation of
traffic control plans.
Ravislcn I By nppmvea I Cute I APPENDIX "A"
DRAWING ICRHI 1 a SAN DIEGO REGIONAL STANDARD
..STT: J
TRAFFIC CONTROL PLANS
GENERAL, INFORMATION DRAWING C_
NUMBER I T
TRAFFIC CONTROL PLANS
TABLE OF CONTENTS
TC -1 General Information
TC -2 Table of Contents
TC -3A Typical Construction Signs
TC -313 Typical Construction Signs
TC -3C Typical Construction Signs
TC -313 Typical Construction Signs
TC -4 Device Spacing Tables
TC -5 Traffic Control Plan Cover Sheet
TC -6 Side of the Road - Two Lane TC without Centerline
TC -7 Side of the Road - Two Lane TC with Centerline
TC -8 Center of Road - Two Lane TC
TC -9 Side of Road - Two Lane TC with Flaggers
TC -10 Side of Road - Multi -Lane TC with Centerline
TC -11 Side of Road - Multi -Lane TC with Centerline
TC -12 Center of Road -. Multi -Lane TC with Centerline
TC -13 Center of Road - Multi -Lane TC with Centerline
TC -14 Side of Road - Multi -Lane TC with TWLTL
TC -15 Center of Road - Multi -Lane TC with Centerline
TC -16 Side of Road - Multi -Lane TC with TWLTL
TC -17 Center of Road - Multi -Lane TC with TWLTL
TC -18 Side of Road - Multi -Lane TC with TWLTL
TC -19 Center of Road- Multi -Lane TC with TWLTL
TC -20 Center of Road - Multi -Lane TC with Centerline
TC -21 Side of Road - Multi -Lane TC with Raised Median
TC -22 Center of Road - Multi -Lane TC with Raised Median
TC -23 Side of Road - Intersection TC
TC -24 Side of Road - Intersection TC
TC:45 Center of Road - Intersection TC
TC -26 Center of Road- Intersection TC
TC -27 Center of Road - Intersection TC
TC -28 Side of Road - Intersection TC
TC -29 Center of Road - Intersection TC
TC -30 Side of Road - Intersection TC
TC -31 Center of Road- Intersection TC
TC -32 Side of Road - Left Tum Intersection TC
TC -33 Side of Road - Left Turn Intersection TC
TC -34 Side of Road - Left Turn Intersection TC
TC X35 Side of Road - Intersection TC
TC -36 Side of Road - Right Turn Intersection TC
TC -37 Side of Road - Right Tum Intersection TC
TC -38 Side of Road - Right Tum Intersection TC
TC -39 Side of Road - Right Tum Intersection TC
TC -40 Side of Road - Bike Lane Closure
TC -41. Side of Road - Typical Pedestrian Control Signs
TC -42 Side of Road - Multi -Lane Roadway with Raised Medians
TC -43 Work within Intersection - Right Lane / Left Lane
TC -44 Typical Shoulder Closure - Multi -Lane Roadway with Raised Median
KOM9= I UY I Approved�dte APPENDIX "A"
DRAWING RHI 4/06
ORIGINAL X27"06 SAN .DIEGO REGIONAL STANDARD
TRAFFIC CONTROL PLANS
GENERAL INFORMATION
/ ROAD
WORK
AHEAD
W20-1
BE \
PREPARED
TO STOP
W3— 4
ONLY
R3 -5R
)NE LAN
ROAD
AHEAD
W20-4
SHOULDER
WORK
\AH E7AD
W21 -5b
RIGHT LANE LEFT LANE
MUST MUST
TURN RIGHT TURN LEFT
R3 -7R R3 -7L
ONLY
R3 -5L R4-7
STOP
R1-1
o a
133-11 R3-2
R3-4 R3-18
R°�i- I By I APDrovaa °ateAPPENDIX " A "
DRAWING RH 4/06
ORIGINAL 277-0-6 SAN DIEGO REGIONAL. STANDARD
TYPICAL CONSTRUCTION SIGNS
DRAWING
TC-3ANUMBER
" ROAD`
CLOSED
W20-3
DETOUR
. AHEAD.
W20-2
END
ROAD WORK
G20-2
\\\\\\\\\\\.\\
DETOUR
M4-8
RIGHT LANE LEFT LANE
CLOSED CLOSED
AHEAD AHEAD
W20 -5R W20 -5L
ROAD ROAD CLOSED
CLOSED LOCAL
MILES
TRAFFICEAD ONLY
R11-2 R11 -3a
ROAD CLOSED
END TO
DETOUR THRU TRAFFIC
M4 -8a R11-4
M4-1 OL
Keweion I ny I Approved "a"e APPENDIX "A"
DRAWING H 4/06
ORIGINAL /27/06 SAN DIEGO REGIONAL STANDARD
TYPICAL CONSTRUCTION SIGNS
DRAWING T/� _
NUMBER I l�
SIDEWALK
CLOSED
R9-9
SIDEWALK CLOSED.
AHEAD
4■
CROSS HERE
R9-11
W1— 4R
SIDEWALK CLOSED
USE OTHER SIDE
R9-10
SIDEWALK CLOSED
CROSS HERE
W1— 4L
W4 -2L
R9 -11a
APPENDIX "A"
SAN DIEGO REGIONAL STANDARD
TYPICAL. CONSTRUCTION SIGNS
Una
R4 -7a
W4 -2R
DRAWING
NUMBER
TABLE 1
RECOMMENDED SIGN SPACING FOR ADVANCE WARNING SIGN SERIES AND
MINIMUM TAPER LENGTH
1/3L for Shoulder Taper
-----------------------------
TABLE 2
RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING
APPROACH
BUFFER
MAX
MINIMUM
SPACING
APPROACH
SPEED (S)
MINIMUM DISTANCE (FEET)
TAPER LENGTHS (L)
(FEET)
(MPH)
BETWEEN SIGNS AND
FOR
12—FOOT LANE
TANGENT CONFLICT(*)
.25
FROM LAST SIGN TO TAPER
L
112L
1/3L
25-
150-200
125
65
45
30
200-300
180
90
60
35
250-400
245
125
85
40
350-500
320
160
110 ,
45
500-750
540
270
180
50
500-1000
600
300
200
55+
500-1500
660
330
220
L for Merge Taper
i.
1/2L for Shift
Taper
1/3L for Shoulder Taper
-----------------------------
TABLE 2
RECOMMENDED TAPER LENGTH AND MAXIMUM CHANNELIZER/CONE SPACING
APPROACH
BUFFER
MAX
CONE
SPACING
SPEED (S)
LENGTH
(MPH)
(FEET)
TAPER
TANGENT CONFLICT(*)
.25
55
25
50
10.
30
85
30
60
15
35
120
35
70
15
40
170
40
80
20
45
220
45
90
20
50
280
50
100
25
55+
335+.
55
100
25
(*) Facing Opposing Traffic, Adjacent to Work Area
or Conflicting with Existing Striping
NOTES:
5i1D►J-
SPocn
gc
Tap�-
Taper Formula
L = S x W for speeds gneater
than 40 mph
L = W x S2 for speeds of
60 40 mph or less
Where:
L = Minimum length of taper (feet)
S = Approach Speed (mph) _
Posted Speed Limit or
off—peak 85th % speed
prior to work starting
or anticipated operating
speed
W = Width of offset (feet)
APPENDIX " A " Revision By F Approved Octe
SAN DIEGO REGIONAL .STANDARD DRAWING CRH 406
ORIGINAL /27/06
DEVICE SPACING ' TABLES
DRAWING TC _ SIGN SPACING TABLE
NUMBER TAPER LENGTH AND CONE SPACING TABLE
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R°vi°fon By I APP..,a U°t° APPENDIX "A"
ORAWING CRH 4/06
ORIGINAL SAN DIEGO REGIONAL STANDARD
TRAFFIC CONTROL PLAN
COVER SHEET DRAWINGF— -j (� _
NUMBER I l
ZO
CM
MD
mZ FOR
M0 SIGN SPACING
SEE TC -4 <t>
� NARRO NARRO ROAD WORK LANE
G20-2 C12 CA) C12 (CA) W20-1
TEMPORARY "NO PARKING" AREA
KEEP
RIGHT
R4 -7a
12' MIN. (1)
100' TAPER
(optional)
M->, D X LANE LANE 1. 14' MINIMUM ON ROADWAY WITH BIKE LANES
r W20-1 C12 (CA) C12 (CA)
2. CONES OPTIONAL WHERE NO PARKING IS ALLOWED
MZ O ZD
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> AGENCY ENGINEER'S COMMENTS
D
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0
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NARRO
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NARRO
100' TAPER
(optional)
M->, D X LANE LANE 1. 14' MINIMUM ON ROADWAY WITH BIKE LANES
r W20-1 C12 (CA) C12 (CA)
2. CONES OPTIONAL WHERE NO PARKING IS ALLOWED
MZ O ZD
X LEGEND
D • CONE +-+ BARRICADE P FLAGGER SIGN ® FLASHING ARROW SIGN
> AGENCY ENGINEER'S COMMENTS
D
® WORK AREA
RIGHTKEEP
a► —
R4 -7a
—y
END
ROAD WORK
G20-2
f TRAFFIC DIRECTION
POSTED
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CONES SPACING
W
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—y
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ROAD WORK
G20-2
f TRAFFIC DIRECTION
POSTED
LIMITD
APPROACH TAPER
SPEED LENGTH
SPACING SIGN
CONES SPACING
BUFFER
LENGTH
GENERAL NOTES
See TC -4 for sign spacing, spacing of cones, toper and buffer lengths
For hours of darkness, change cones to vertical barricades with steady bum lights
This planDOES NOT apply to signalized or multi—woyy stop intersections. Consult
the local jurisdiction when preparing Traffic Control PL.mrs near these intersections
This plan MAY NOT apply when the work areas affect bike lanes, sidewalks,
pedestrian axes and curved or narrow roadways. Consult the approving agency
whengg pre .%nog thegTraffic Control Plan or these area&
Nothing cotalned on this
isdictions from
to ioog cued adopting
u Tro na�anea �'a do shall deep local fa tfl'e prtr�f ai p�tiom
guidance to assist in the set up of the Traffic Control Plans.
TC -5 Is required for all Traffic Control PLons
0 (
S.
m .
S FOR
SIGN SPACING
SEE TC -4
EHDNE NAlANE <i>
G20-2 C12 (CA) C12 (CA) W20-1
TEMPORARY 'NO PARKING' AREA
0
m
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RIGHT
CL— R4 -7a
zv
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12' MIN. (1) -
12' MIN. (1)
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(optional)
KEEP �
RIGHT
R4 -7o
TEMPORARY "NO PARKING" AREA
SEE GENERAL NOTES ROAD WORK
G20-2
1. 14' MINIMUM ON ROADWAY WITH BIKE LANES
2. CONES OPTIONAL WHERE NO PARKING IS ALLOWED
D > • CONE +-+ BARRICADE FLAGGER SIGN
� p
M AGENCY ENGINEER'S COMMENTS
D
C 7 SUBMITTED BY:
NAME
v COMPANY
ADDRESS
PHONE
LEGEND
_® FLASHING ARROW SIGN ® WORK AREA .. TRAFFIC DIRECTION
w
GENERAL NOTES
W See TC -4 for sign spacing, spacing of cones, and taper and buffer lengths
Q For hours of darkness, change cones to tical barricades with steady bum lights.
Thb plan DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control Plans near these Intersections.
w This plan MAY NOT apply when the work areas affect bike lanes, sidewalks, '
to pedestrian access and curved or narrow roadways Consult the approving agency
when prepormg the Traffic Control Plan or these areas,
Nothing contained on this drawing shall prevent local prisdk:tions from modifying, '
Qchangging or adopUn new sWf'Kations deemed necessary. Criteria for position,
r J location and use of�raffic Control Devices Is solely for the purpose of
J guidance to assist in the' set up of the Traffic Control Plans
TC -5 Is required for all Traffic Control Plans.
a '
POSTED
SPEED
LIMIT
W
TAPER
LENGTH
SPACING
OF
CONES
I
BUFFER
LENGTH
Q__j
SHIFT TAPER (112L)
M
N
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D > • CONE +-+ BARRICADE FLAGGER SIGN
� p
M AGENCY ENGINEER'S COMMENTS
D
C 7 SUBMITTED BY:
NAME
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ADDRESS
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_® FLASHING ARROW SIGN ® WORK AREA .. TRAFFIC DIRECTION
w
GENERAL NOTES
W See TC -4 for sign spacing, spacing of cones, and taper and buffer lengths
Q For hours of darkness, change cones to tical barricades with steady bum lights.
Thb plan DOES NOT apply to signalized or multi—way stop intersections. Consult
the local jurisdiction when preparing Traffic Control Plans near these Intersections.
w This plan MAY NOT apply when the work areas affect bike lanes, sidewalks, '
to pedestrian access and curved or narrow roadways Consult the approving agency
when prepormg the Traffic Control Plan or these areas,
Nothing contained on this drawing shall prevent local prisdk:tions from modifying, '
Qchangging or adopUn new sWf'Kations deemed necessary. Criteria for position,
r J location and use of�raffic Control Devices Is solely for the purpose of
J guidance to assist in the' set up of the Traffic Control Plans
TC -5 Is required for all Traffic Control Plans.
a '
POSTED
SPEED
LIMIT
APPROACH
SPEED
TAPER
LENGTH
SPACING
OF
CONES
SIGN
SPACING
BUFFER
LENGTH
D
ZO
C;
Mg FOR
M0 SIGN SPACING
SEE TC -4
IF END <i>
ROAD WORK NARROW NARROW020-2
TEMPORARY 'NO PARKING' AREA C12 (CA) C12 (CA) W20-1
00
12' MIN.
a
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M
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cn D
z D
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• CONE +-F BARRICADE FLAGGER SIGN FLASHING ARROW SIGN ®
D WORK.AREA TRAFFIC DIRECTION
M AGENCY ENGINEER'S COMMENTS
D
c�
SUBMITTED BY:
NAME �—
COMPANY
ADDRESS
PHONE CL
POSTED
SPEED
LIMIT
w
N
TAPER
LENGTH
SPACING
CONES
SIGN
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BUFFER
LENGTH
o
�
m
U
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Z
w
c�
SUBMITTED BY:
NAME �—
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ADDRESS
PHONE CL
POSTED
SPEED
LIMIT
APPROACH
SPEED
TAPER
LENGTH
SPACING
CONES
SIGN
SPACING
BUFFER
LENGTH
GENERAL NOTES - -
See TC -4 for sign spacing, spacing of canes, and taper and buffer_ lengths.
For hours of darkness, change cones to vertical barricades with steady bum lights.
This planDOES NOT apply to signalized or mulU—way stop intersections. Consult
the low, jurisdiction when preparing Traffic Control PLens near these Intersections.
This plan MAY NOT'apply when the work areas affect bike lanes, sidewalks,
pedestrian access and curved or narrow roadwoys Consult the approving agency
when preparing the Traffic Control Plan or these areas.
Nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing r adopting new specifications deemed n Criteria for position,
locetwn anod use of Traffic Control Devices is solely a purpose of
guidance to assist in the set up of the Traffic Control Plans.
TC -5 Is required for all Traffic Control Plans
0
0
..k
FOR
SIGN SPACING
SEE TC -4 ROAD
ENO t+fIEPIAtB NORK
ROADWORK 70 SroP
G20-2 W3-4 C9A (CA) W20-2
TEMPORARY "NO PARKING" AREA
Ky KEEP
RIGHT ~
RIGHT
R4-7aL• • •4-7a . —
o r
fTl
r- O Z (2) 100 -MIN.
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2. CONES OPTIONAL WHERE NO PARKING IS ALLOWED G20-2
AGENCY ENGINEER'S COMMENTS
D
yEYE
o _
CONTACT MUST BE MAINTAINED BETWEEN FLAGGERS OR USE 2 -WAY COMMUNICATION
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BUFFER
LENGTH
rn
•CONE +-} BARRICADE FLAGGER SIGN ® FLASHING ARROW SIGN ® WORK AREA TRAFFIC DIRECTION
rJ
w
AGENCY ENGINEER'S COMMENTS
SUBMITTED BY:
NAME
COMPANY
ADDRESS
PHONE
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SUBMITTED BY:
NAME
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ADDRESS
PHONE
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SPEED
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LENGTH
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OF
CONES
SIGN
SPACING
BUFFER
LENGTH
GENERAL NOTES
See TC -4 for sign spacing, spacing of crones, and taper and buffer lemgths.
For hours of darkness, change cones to vertical barricades with steady bum tights.
This pian DOES NOT apply to signalized or multi—woyy stop intersections. Consult
the local jurisdiction when preparing Traffic Control PLons near these intersections.
This plan MAY NOT apply when the worts areas offect'b&e lanes, sideTalks,
pedestrian access and curved or narrow roadways. Consult the approving agency
when preparing the Traffic Control Plan or these areas.
Nothing contained on this drawing shall prevent local jurisdictions from modifying,
changing or adopting new specifications deemed necessary. Criteria for positlon,
to tion and use of Traffic Control Devk4s is solei forte purpose of
guidance to assist In the set up of the Traffic CoXtrot Plans.
TC -5 is required for all Traffic Control PLons.
W I
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2
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LL
& 3 lal
U
•
APPENDIX "A"
SAN DIEGO REGIONAL STANDARD
SIDE OF ROAD WORK AREA
MULTILANE TRAFFIC CONTROL WITH CENTERLINE
RIGHT LANE TRAFFIC CLOSURE - ONE LANE
_cCA
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•
APPENDIX "A"
SAN DIEGO REGIONAL STANDARD
SIDE OF ROAD WORK AREA
MULTILANE TRAFFIC CONTROL WITH CENTERLINE
RIGHT LANE TRAFFIC CLOSURE - ONE LANE
3sn AON30V 1.3sn 1NVOIldc
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M AGENCY ENGINEER'S COMMENTS
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zo
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W
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W
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NAME
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COMPANY
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J
PHONE
SPEEDO
LIMIT
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SPEED
TAPER
LENGTH
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BUFFER
LENGTH
GENERAL NOTES
See TC -4 for sign spacing, spacing of cones, and taper and buffer lengths.
For hours of darkness, change cones to vertical barricades with steady bum lights.
Thisplan DOES NOT apply to signalized or multi—waystop intersections. Consult
the 1 Jurisdiction when preparing Traffic Control PLons near these intersections.
This plan MAY NOT apply when the work area affect bice lanes, sidewalks,
pedestrian access -and curved or narrow roadway& Consult the'appro*g agency
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This planDOES NOT apply to signalized or multi—wag stop intersections. Consult
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