STR2014-1007Tiht 4 XP Qu&&
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
PILE Copy
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.
DATE: 12/23/2014
LOCATION OF CONSTRUCTION(Street address or Description): PGA BLVD AT SPANISH BAY & PROJECT ENTRY
PURPOSE OF CONSTRUCTION: OFF-SITE STREET IMPROVEMENTS -PGA BLVD; PLAN SET NO. 14036
DESCRIPTION OF CONSTRUCTION: SIGNATURE TM36537; OFFSITE STREET IMPROVEMENTS; PSN 14036
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN:2/2/2015 TIME OF COMPLETION: 4/30/2015
ESTIMATED CONSTRUCTION COST:$67591.00 (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 occurring 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 and
to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
RREF 11-CWC LAQ -LIZ BELLOSO 5927 PRIESTLY DRIVE, STE 110 CARLSBAD, CA 92008 (760)918-2839
Name of Applicant (please print) Business Address Telephone No.
CALIFORNIA WEST CONSTRUCTION I 5927 PRIESTLY DRIVE STE 110 CARLSBAD, CA 92008 (760)918-6768
Name of Contractor and Job Foreman Business Address Telephone No.
927267 101491
Contractor's License No. City Business License No.
ASPEN INSURANCE UK LIMITED B0595XN4379014
Applicant's Insurance Company Policy Number
Finance Revenue Code
PERMIT INSPECTION
SIGNING AND STRIPING $1,450.00
STREET IMPROVEMENTS - OFF-SITE $4,641.00
tOL: $6,091.00
AN 222015
crr' Of LA
cOMMUNITY QEViLCPI
PERMIT NO: STR2014-1007
DATE ISSUED: •'11
EXPIATION DATE: FEI3. , 2OI
BY:
WORK INSPECTED 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.
Td4f 4 4 a"
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date: December 17, 2014
Tract No: 36537 Project Name: The Signature at PGA West
Vicinity: PGA Boulevard at Spanish Bay, La Quinta, CA
Purpose of Construction (i.e.: Rough Grading, Offsite Street, etc.) off-site curb, gutter,
and street improvements
Description of Construction (i.e.: See Plan Set No. 01234) Off-site street improvements
for Tract 36537 per City approved plan set 14036
Dimension of Installation or Removal: Please see plans for estimated quantities
Approximate Construction Stan Date: 2/1/15
Approximate Construction Completion Date: 4/30/15
Estimated Construction Cost: $ $67,591 per MDS Cost Estimate dated 2/27/14
Estimated Construction Cost shall include the removal of all obstructions, materials, and dchris, hack-filling. compaction and
placing permanent resurtitcing and or replacing improvements
Contact Name: Liz Belloso Phone Number: 760-918-2839
Name of Applicant/Owner: RREF 11-CWC LaQ, LLC
Applicant Address: 5927 Priestly Drive, Ste. 110, Carlsbad, CA 92008
Applicant Telephone Number: 760-918-6769
Applicant E-mail Address: lbelloso@californiawestcommunities.com
Name of Contractor: California West Construction, Inc.
Contractor Address: 5927 Priestly Drive, Suite 110, Carlsbad, CA 92008
Contractor Telephone Number: 760-918-6768
Contractor State License Number: 927267B
Contractor City Business License Number: 101491
Contractor E-mail Address: mlake@californiawestcommunities.corn
A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED-4
Applicant or Contractor Genera] Liability Insurance Company:
Aspen (B0595XN4379014), Ironshore (001911400), Starr (1000015096)
Applicant or Contractor General Liability Insurance Policy Number:
See above and attached
Office Use Only:
Inspection Fee:
Permit Fee:
As-13u ill
Deposit:
Dust Control
Deposit:
Credit
Amount:
TOTAL FEE DuE:
ication
Office Use Only -
Assigned Permit NunIhcr:5TRU14 -1
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number STR20I4-1007
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 dean 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 dose 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:
0 RI 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 (W) 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 W) of A.C. paving on ( ** N/A"" ) of class ( N/A"")
aggregate base.
0 R9 SIGHT CLEARANCE: Sight Clearance of six-hundred feet (600') In all directions shall be assured and maintained at all
times.
RIO SOIL STERILIZER: The area to be surfaced shall be treated with soil strenlizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
0 RI I 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.
0 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.
0 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 (5') 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(!) 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.
0 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.
0 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.
0 R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") 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 (5 ) 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.
0 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. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
In addition to the standard permit conditions, the following shall apply:
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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
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.
Prior to commencing the excavation of a trench 5 feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a permit to do so from the Division of Industrial
Safety pursuant to 7-10.4.1.
RREF II-CWC LaO LLC (Liz Belloso) and California West Construction. Inc., 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.
Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout the
th work site, e 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 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) neither before 8:30 a.m. nor after 4:30 p.m.
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) 777-7070 if signal operation at the intersection
is to be altered in any way.
Special Conditions Page 1 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the
Geotechnical Engineer of Record to perform soils testing during engineered fill placement. The testing
frequency shall be determined by the Geotechnical Engineer of Record such that the fill can be
determined to be placed according to the city approved plans.
10. The permittee and/or contractor shall provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
11. 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.
12. 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:
Approval of the construction
Plan identification
Time Frame of Closure
Alternative Routes
13. 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.
14. RREF II-CWC LaO, LLC (Liz Belloso) and California West Construction. Inc.. hereinafter
referred to as "Permittee", shall be responsible for providing continuous dust and erosion control during
construction material hauling procedures.
The following Fugitive Dust Control rules shall apply during soil import/export activities:
A valid grading permit shall be active at both the import and export site
The import/export material during hauling shall be near 70% optimum moisture content.
Street cleaning shall occur, as necessary, at import and export location.
Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
The haul route shall be attached to this permit or a City approved plan.
15. Prior to excavating, if required, the Permittee shall contact Underground Service Alert at 811. 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.
Special Conditions Page 2 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
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 not 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.
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.
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, 5th Edition" or latest, in the installation of all appurtenances abutting
and within the public street right-of-way.
The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated
areas on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public
Works front counter phone at 777-7075 or the Assistant Civil Engineer at 777-7047 to determine the
city inspector's phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based
on the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building
Code, the Public Works inspector may halt grading operations until the inadequate soil has either been
removed or the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shall submit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
Special Conditions Page 3 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish Bay
- and at Project Entry
20. The permittee shall be responsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. If the inspector's
phone number is unknown, the permittee shall call the Public Works front counter phone at 777-7075 or
the Assistant Civil Engineer at 777-7047 to determine the city inspector's phone number. The inspector
shall determine the number and location of the test location/s. The above testing does not relieve the
permittee's responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
21. The issuance of this permit and the City approval of the related construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it relates to any follow up
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
22. The permittee is responsible for obtaining a valid separate permit from other Cities, County jurisdictions,
or other agencies if any of the work or traffic control devices extend into the other Cities, County, or
agencies right of way.
23. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start
of construction, the name of the City approved contractor, who shall submit to the City the following items:
General Liability Insurance Company and Policy Number
City Business License
Contractors State License Number
24. 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.
25. 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.
26. The permittee shall not encroach upon private property without prior written approval (submit to the Public
Works Department, attention to the Assistant Civil Engineer) of the private land owner whom is being
encroached upon.
27. Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to the Public Works Department and attention this to the Associate Engineer. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
Special Conditions Page 4 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish Bay
and at Project Entry
28. During work hours, the permittee shall provide and maintain a traffic lane that diverts traffic off the paved
roadway. The traffic lane must be located within the existing R/W with the following requirements:
Class II Base with a minimum depth of 2"
A 12 inch thick subgrade layer compacted to 95% based on ASTM D1557
An unobstructed travel width of 10 feet.
In addition, a minimum of 5 feet clearance from open trenches.
A minimum of 2 feet from vertical obstructions like curbs.
Maximum speed of 25 mph
29. 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.
30. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
31. The permittee is required to provide an informative message board (approved by the City Engineer)
informing the commuters using the affected roadways of
Possible traffic delays
Time of construction
Alternate routes.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable at the posted speed limit.
32. 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.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all
times during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
Special Conditions Page 5 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish Bay
and at Project Entry
Backfill materials shall be brought to or maintained at appropriate moisture content for
compaction. The appropriate moisture content range shall be established at the onset of the
project and ensured prior to use of the materials through progress testing on the stockpiles.
The first length of trench backfilled shall be backfilled in the presence of the City Inspector.
Compaction shall be tested at random depths at approximate three-foot vertical intervals as
backfill is placed to ensure the effectiveness of the compaction methods and to establish the depth
of lift that can be compacted.
If lifts greater than one foot are attempted in this trial length of trench, compaction tests shall be
taken within the lifts to ensure that the full depth of the lift is compacted. Upon satisfactory
completion of this portion of trench, the City Inspector shall establish the maximum lift thickness
to be compacted for the remainder of the project.
In subsequent lengths of trench, the frequency of compaction tests shall equal one per each lift of
backfill, per 300 linear feet of open trench, at randomly selected locations within the open length
of trench.
The depth of the randomly selected compaction tests shall also be randomly selected except that
where multiple tests are required in a given length of trench, the tests shall be no closer than three
feet (vertically) from each other.
If any compaction test fails, previously placed backfill (in the same length of open trench or
previous lengths of trench) which is represented by the failing test (as determined by the City
Inspector), shall be tested for compliance with compaction requirements.
All costs incurred due to the conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
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.
All landscaping, irrigation, decorative rock, decorative concrete, sidewalk, lighting, etc., shall be
replaced to its original condition.
Access and egress to all local properties shall be maintained at all times.
Special Conditions . Page 6 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
36. 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 shall conform to the following conditions:
Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Permanent pavement replacement shall be installed using a City approved %" max medium
asphalt concrete as the base course lift and a City approved '/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Cold-Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw cut shall be cold-milled to a depth of 0.10
feet with butt joint created next to the existing unmilled pavement surface. The cold-milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines.
For longitudinal trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever is greater.
For transverse trenches across existing street: two (2) feet outside the sawcut removal lines.
If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of %" max medium asphalt concrete shall be installed from saw-cut edge to
saw-cut edge flush with the existing street surface. The base course lift of paving shall not be left
0.10' low in anticipation of grinding and capping.
Any existing lane striping or any existing detour lane striping affected by this resurfacing shall be
replaced in kind by the Permittee, as directed by and to the satisfaction of the City Engineer.
Affected traffic signal loops shall be removed and replaced in kind. The finished pavement
surface shall be smooth, consistent, and shall conform to the surrounding grades.
Special Conditions Page 7 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
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.
Pursuant to Chaptr 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.
The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
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.
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.
Flagger Requirements
A. Minimum Requirements
Receive and communicate specific instructions clearly, firmly, and courteously;
Move & maneuver quickly;
Provide clear and positive guidance;
Understand and apply safe traffic control practices;
Recognize dangerous traffic situations in sufficient time to avoid injury.
B. Flagger Safety Apparel
1. Background
Fluorescent orange-red, or
Fluorescent yellow-green
2. Retroreflective material (Orange, yellow, white, silver, yellow-green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand-Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
Special Conditions . Page 8 of 9
PERMIT NO. STR2014-1007
The Signature /Off-Site Street Improvements /TM 36537; PGA Blvd at Spanish
Bay and at Project Entry
Directing Traffic
1. Only three (3) signals are required.
STOP SLOW PROCEE
sitip
JVI
I'
Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
One Bagger given the responsibility to coordinate
Use Radios or
Field phones
F. Flagger warni
going to start
Special Conditions
GOVERNMENTAL AGENCY HAVING JURISDICTION SHALL DETERMINE
THE HOURS AND DAYS DURING WHICH ANY TRAFFIC CONTROL DEVICES
SHALL BE IN OPERATION OR BE IN EFFECT.
WORK DATES
FROM Feb. 05th, 2015
THRU. Feb. 27th, 2015
WORKING HOURS
TYPICAL TRAFFIC CONTROL FOR
TRACT NO. 36537 THE SIGNATURE
STREET IMPROVEMENTS
DRAWiNG NO. TC-O 1 SHEET NO. 1 OF 6
Project: THE SIGNATURE TRACT # 36537
STREET_IMPTROVEMENTS
Contractor: MARATHON GENERAL
Contact Phone
CHARLES JURISAGA 760-802-8187
Traffic Control Contractor
TRAFFIC SAFETY SOLUTIONS, LLC.
TSS 390 Pauma Place, Escondido, CA 92029
Tel: (760) 212-1470 Fax: (760) 295-4854 Email: tssoscar@cox.net
Drawn by: Drawn Date:
Oscar Salcedo January 27, 2015
7:00 AM - 5:00 PM
STANDARD MUNICIPAL TRAFFIC CONTROL NOTES
1. TRAFFIC CONTROL PLAN SHALL CONFORM TO THE LATEST ACCESS TO ALL PRIVATE PROPERTY SHALL BE MAINTAINED AT
EDITION OF: THE CALIFORNIA MUTCD (JAN. 2012), TEMPORARY ALL TIMES. I
TRAFFIC CONTROL (PART 6 OF THE CALIFORNIA MUTCD), AND EMERGENCY VEHICLE ACCESS SHALL BE MAINTAINED AT
THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2010). ALL TIMES.
2. THE CITY TRAFFIC ENGI NEER RESERVES THE RIGHT TO OB- WARNING (W) SERIES SIGNS USED IN WORK ZONES SHALL LEGENDS SERVE THESE TRAFFIC CONTROL PLANS IN OPERATION BE BLACK ON ORANGE REFLECTORIZED BACKGROUND.
AND TO MAKE ANY CHANGES AS FIELD CONDITIONS WARRANT. CONES AND PYLONS SHALL HAVE REFLECTORIZED
ANY CHANGES SHALL SJPERCEDE THESE PLANS. ANY WORK SLEEVES FOR NIGHT WORK. - SIGN
THAT CREATES AN UNDUE SAFETY RISK OR CREATES SEVERE liTHE CONTRACTOR SHALL POST TOW-AWAY/NO PARKING - CONE / DELINEATOR
CONGESTION MAY BE sHUT DOWN BY CITY TRAFFIC ENGINEERS, SIGNS FORTY EIGHT (48) HOURS IN ADVANCE AND SHALL :
ARROW BOARD - 0 0 CITY FIELD INSPECTOF, OR THE POLICE DEPARTMENT. BAG PARKING METERS (WHERE APPLICABLE).
3. THE CONTRACTOR IS F iSPONSIBLE FOR RESTORING THE WORK DAYS ARE MONDAY THROUGH FRIDAY. —ø - DIRECTION OF TRAFFIC
ROAD BACK TO SATISFCTORY CONDITION WHICH WILL NO WORK ON SATURDAYS, SUNDAYS OF HOLIDAYS UNLESS
- TYPE 3 BARRICADE
INCLUDE, BUT NOT LIM!TED TO, PAVING, STRIPING, MARKINGS, APPROVED AND NOTED.
SIGNING, AND LOOP DETECTION. FLAGGERS SHALL BE EQUIPPED WITH AC28A/B ____ - WORK AREA
4. ALL TRAFFIC CONTROL DEVICES SHALL BE REMOVED FROM STOP/SLOW PADDLE, A HARD HAT AND A HIGH VISIBILITY VEST,
- EXISTING SIGN
VIEW WHEN NOT IN USE OR AFTER WORKING HOURS. JACKET OR SHIRT. GARMENTS SHALL BE ORANGE. STRONG
5. THE CONTRACTOR SHAl MAINTAIN ALL TRAFFIC CONTROL YELLOW - GREEN OR A FLUORESCENT VERSION OF THESE - RAISED MEDIAN
DEVICES 24 HOURS PER DAY 7 DAYS PER WEEK COLORS. EYE CONTACT AND/OR TWO WAY RADIO
6. ALL TRAVEL LANES SHA. L BE A MINIMUM OF 12 FEET WIDE, COMMUNICATION SHALL BE MAINTAINED AT ALL TIMES. -Al - FLAGMAN
14 FEET IF ADJACENT TO BIKE LANES. UNLESS OTHERWISE
APPROVED BY THE CITY TRAFFIC ENGINEER. [El
- SIGNALIZED INTERSECTION
THESE PLANS CONFORM WITH THE CALIFORNIA MUTCD (SEPT. 2014), TEMPORARY TRAFFIC CONTROL
(PART 6 OF THE CALIFORNIA MUTCD), AND THE CALTRANS STANDARD PLANS AND SPECIFICATIONS (2010)
ALL PLANS MUST BE REVIEWED AND APPROVED BY THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING
JURISDICTION OVER THE ROADWAYS SHOWN ON THESE PLANS PRIOR TO THE PLANS BEING PUT INTO EFFECT
ALL PLANS ARE INTENDED TO CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
THE CUSTOMER! CONTRACTOR IS RESPONSIBLE FOR ASCERTAINING ADDITIONAL PERMITS AND REQUIREMENTS
FROM GOVERNING AGENCY FOR WORK HOURS ALLOWED, NOISE ABATEMENT, TRENCHING PLANS, AFTER WORKING
HOURS TRAFFIC PLANS AND ANY OTHER REQUIREMENTS, RULES AND REGULATIONS PRIOR TO START OF WORK.
THE TEMPORARY TRAFFIC CONTROLS SHALL BE INSTALLED PER THE AGENCY APPROVED PLAN TO BE EFFECTIVE.
FIELD CHANGES, OTHER THAN MINOR ADJUSTMENT, MUST BE AUTHORIZED IN WRITING BY A REPRESENTATIVE OF
THE GOVERNMENTAL AGENCY, OR AGENCIES, HAVING JURISDICTION OVER THE ROADWAY.
TRAFFIC CONTROL PLAN IMPLEMENTATION AND DEVICE PLACEMENT SHALL BE PERFORMED BY
EXPERIENCED I TRAINED PERSONNEL TO ENSURE PROPER PLACEMENT.
CONTRACTOR SHALL PROTECT ITS WORK AREA, AFTER THE COMPLETION OF SPECIFIED WORKING HOURS ON
THESE PLANS (AFTER HOURS) BY POSTING SIGNS, CONES, BARRICADES, OR LIGHTS AS NECESSARY TO ENSURE
SAFE PASSAGE FOR PEDESTRIANS, BICYCLIST, AND VEHICLES TRAFFIC THRU CONSTRUCTION ZONE.
TEMPORARY TRAFFIC CONTROLS SHALL BE MONITORED AND MAINTAINED BY THE CUSTOMER! CONTRACTOR TO
REMAIN EFFECTIVE. MONITORING AND MAINTENANCE FREQUENCY IS DICTATED BY FIELD CONDITIONS,
BUT NOT LESS THAN DAILY.
TRAFFIC SAFETY SOLUTIONS, LLC. ENGINEER OF WORK, ITS EMPLOYEES, OFFICERS AND AGENTS,
(HEREAFTER REFER TO AS 'RELEASEES") HAVE NO CONTROL OVER, OR RESPONSIBILITY FOR, TRAFFIC CONTROL
PLAN IMPLEMENTATION AND INSPECTIONS PERFORMED BY OTHERS. USERS OF THIS TRAFFIC CONTROL PLAN
AGREE TO INDEMNIFY RELEASEES FOR ANY LOSS, DAMAGE, OR CLAIMS MADE REGARDING FAILURE TO INSTALL,
MAINTAIN, OR REMOVE TRAFFIC CONTROL DEVICES PER APPROVED TRAFFIC CONTROL PLAN. THE USER ASSUMES
FULL RESPONSIBILITY AND LIABILITY FOR ANY AND ALL RISK OF BODILY INJURY, DEATH OR PROPERTY DAMAGE
RESULTING FROM THIS WORK, WHETHER CAUSED BY ANY NEGLIGENT ACTOR OMISSION BY RELEASEES OR
OTHERWISE. THE USER OF THIS PLANS HEREBY AGREES TO DEFEND, INDEMNIFY, AND HOLD HARMLESS
RELEASEES FROM ALL CLAIMS, DEMANDS, CAUSES OF ACTIONS, CHARGES, EXPENSES, AND ATTORNEY FEES
(INCLUDING ATTORNEY FEES TO ESTABLISH THE RELEASEES RIGHT TO INDEMNITY OR INCURRED ON APPEAL)
RESULTING FROM THIS WORK, WHETHER CAUSED BY ANY NEGLIGENT ACT OR OMISSION OF
THE RELEASEES OR OTHERWISE.
SIGNS
/R/O A \D DETOUR /R O~\ ONE LANE
. TO WORK WORK AHEAD CLOSED
AHEAD
<@> <
LEFT 4i1iD ,ZER
ROAD 1 CLOSED CLOSED
TO EAD
W20-1 W20-2 W20-3 W20-4 W20-5 W20-5 C9A(CA) W3-4 W21-5
(LI) (RI)
NARROW /\
LANE <8> <6> <#>
CLOSED J
0-12 (CA) Wi -i Wi -2 Wi -3 Wi -4a W1-4a W20-5 W3-la W4-2 W4-2 W5-1
(LI) (RI) (TURN) (LI) (RI)
F END 1 1251 /\TRUCK
G20-2
\,çRoSSIFG [ROAD WORK J
Wi 3-1 W8-1 W8-6 W8-9A WII-10A RI -1 P1-2
R3-18 P9-3A R3-2 P3-1 P3-4 R3-7 (Ri) P3-i (LI) R4-7A
RIGHT LANE 1LEFT LANE' I KEEP 1
MUST I MUST I l-+I
[TURN RIGHT [IURN j RIGHT
NOTE
36"X36 SIGNS SHALL BE USED ON ROADS WITH SPEEDS
OF 35 MPH OR LOWER.
48"X48" SIGNS SHALL BE USED ON ROAD WITH SPEEDS
OF 40 MPH OR HIGHER.
ALL ADVANCE WARNING SIGNS ON SPEEDS OF 40MPH OR
HIGHER SHALL BE POSTED ON HIGH RISE FLAG TREE
STANDS WITH HI-VIZ REFLECTIVE ROLL UP SIGNS.
=OUR =
M4-1 OL M440DBL *
C20(BIKE)
(CA)
ROAD I
CLOS
Ri i-2
BIKE
LANE
CLOSE
C30 (BIKE)
(CA)
ROAD CLOSED 10
THRU TRAFFIC
Ri 1-4
SIDEWALK
CLOSED
USE
OTHER SIDE
R49M (CA)
LANE
CLOSED
030
(CA)
ESIDEWALK 1
CLOSEPJ
P9-9
[SIDEWALK CLOSED
CROSS HERE
R9-1 1A (J)
[SIDEWALK CLOSED
I
[_CROSS HERE
P9-1 I (PT)
M4-1 OR
SIDEWALK CLOSED
AHEAD
USE OTHER SIDE
P9-1 1 (LT)
[ END
DETOUR
M4-8a
IiióEWALK CLOSED
AHEAD
USE OTHER SIDE
P9-il (RI)
TABLE 2: BUFFER SPACE
L-2
APPROACH
SPEED
(M.P.H.)
MINIMUM
TAPER LENGTH
L-1
25 155
30 200
35 250
40 305
45 360
50 425
55 495
60 570
TAPER FORMULA
L = S x w FOR SPEEDS GREATER
THAN 40 M.P.H.
L= W x S2 FOR SPEEDS OF
60 40 M.P.H. OR LESS
L = MINIMUM LENGTH OF TAPER (FEET)
S = APPROACH SPEED IN M.P.H. OR POSTED SPEED LIMIT
W = WIDTH OF OFFSET OR LANE WIDTH (FEET)
NOTE
36"X36" SIGNS SHALL BE USED ON ROADS WITH SPEEDS
OF 35 MPH OR LOWER.
48"X48" SIGNS SHALL BE USED ON ROAD WITH SPEEDS
OF 40 MPH OR HIGHER.
ALL ADVANCE WARNING SIGNS ON SPEEDS OF 40MPH OR
HIGHER SHALL BE POSTED ON HIGH RISE FLAG TREE
STANDS WITH HI-VIZ REFLECTIVE ROLL UP SIGNS.
DRAWING NO. TC-0 1 SHEET NO. 3 OF 6
Project. THE SIGNATURE TRACT # 36537
STREET IMPTROVEMENTS
Contractor: MARATHON GENERAL
catad
CHARLES JURISAGA 760-802-8187
Traffic Control Contractor
TRAFFIC SAFETY SOLUTIONS, LLC.
55 390 Pauma Place, Escondido, CA 92029
Tel: (760) 212-1470 Fax: (760) 295-4854 Email: tssoscar@cox.net
Drawn : Drawn Dote:
Oscar Salcedo January 27, 2015
LEGENDS
WORK AREA
• - CONE / DELINEATOR
- ARROW BOARD
- TYPE 3 BARRICADE
I —SIGN
- EXISTING SIGN
- FLAGMAN
—0- - DIRECTION OF TRAFFIC
S
- SIGNALIZED INTERSECTION
TABLE 3: SIGN SPACING, L-3
APPROACH
SPEED
(M.P.H.)
MINIMUM DISTANCE IN FEET L-3
BETWEEN FROM LAST
SIGNS SIGN TO TAPER
25 100 100
30 100 100
35 350 350
40 350 350
45 500 500
50 500 500
55 500 500
CONE, SIGN, BUFFER, AND TAPER LENGTH SPACING TABLES
TABLE 1: TAPER LENGTHS, L-1
APPROACH
SPEED
(M.P.H.)
MINIMUM
TAPER LENGTH
L-1
MINIMUM
NUMBER OF
CONES FOR
TAPER
MAXIMUM
SPACING OF
CONES ALONG
TAPER
FEET±
MAXIMUM
SPACING OF
CONES ALONG
TANGENT
FEET
25 125 6 25 50
30 180 7 30 60
35 245 8 35 70
40 320 9 40 80
45 540 13 45 90
50 600 13 50 100
55 660 13 55 110
60 720 13 60 120
VERJIIETALAGECV HAVING JURISDICTION SWLTETERIE
THE HOURS AND DAYS DURING WHICH ANY TRAFFIC CUTROL DEVICES
SHA1 SE IN OPERATION OR OE IN EFFECT TYPICAL TRAFFIC CONTROL FLAGMAN OPERATION IF BIKE LANE WILL BE EFFECTED
WORKING HOURS
IF
SHALL IMPLEMENTS
BIKE LANE CLOSURE ON SHEET 6 OF 6 7:00 AM - 5:00 PM
SEE SPACING TABLE ON SHEET 3
POST ACROSS
ED
\EADAD FROM W20-1
POST TEMPORARY NO PARKING ANY TIME SIGN W3 C9A )CA) 20-1
I END 1
L-3 L-3 L-3
ROAD WORKJ
G20-2 <
12' MINIMUM LANE
___________________
•
- END -L--3-----___________ _________ L-3 - IOU' MAX inn' MAX
<9> + G20-2
[ ROADWORK1
ED
W20-1 C9A CA W3-4 POST TEMPORARY NO PARKING ANY TIME SIGN
FROM W2O-1
POST AC ROSS
SEE SPACING TABLE ON SHEET 3
SEE SPACING TABLE ON SHEET 3
PFROMOSS
END 1 4 POST ITEMPORARY Nfl PARKING ANY TIME SIGN '17
ROA D WORK W34 09A )CA) W20-1
G20-2 100'.fv1AX_, 11)1)' MAX ' < L-3 L-3 L-3
rr 12' MINIMUM LANE
L-3 L-3 L-3
SE
T. 4 POST TEMPORARY NO PARKING ANY TIME SIGN
C9A (CA) W3-4
SEE SPACING TABLE ON SHEET 3
-
IF BIKE LANE WILL BE EFFECTED
CONTRACTOR SHALL IMPLEMENTS
BIKE LANE CLOSURE ON SHEET 60F6
NOTE
36"X36" SIGNS SHALL BE USED ON ROADS WITH SPEEDS
OF 35 MPH OR LOWER.
48"X48" SIGNS SHALL BE USED ON ROAD WITH SPEEDS
OF 40 MPH OR HIGHER.
ALL ADVANCE WARNING SIGNS ON SPEEDS OF 40MPH OR
HIGHER SHALL BE POSTED ON HIGH RISE FLAG TREE
STANDS WITH HI-VIZ REFLECTIVE ROLL UP SIGNS.
THE POSTING OF TEMPORARY NO PARKING SHOULD BE
DONE 48 HRS PRIOR TO ANY WORK BEING PERFORMED
ON ALL AFFECTED AREAS OF WORK.
4 —SIGN
• - CONE / DELINEATOR
- ARROW BOARD
- DIRECTION OF TRAFFIC
+4- - TYPE 3 BARRICADE
- WORK AREA
- EXISTING SIGN
- RAISED MEDIAN
- FLAGMAN
- SIGNALIZED INTERSECTION
F
END
ROAD WORK
G20-2
POST AC ROSS
FROM W20-1
DRAV1NG NO. TC-0 1 SHEET NO. 4 OF 6
Project: THE SIGNATURE TRACT # 36537
STREET IMPTROVEMENTS
Contractor: MARATHON GENERAL
CHARLES JURISAGA 760-802-8187
Traffic Control Contractor
TRAFFIC SAFETY SOLUTIONS, LLC.
TSS 390 Pauma Place, Escondido, CA 92029
Tel: (760) 212-1470 Fax: (760) 295-4854 Email: tssoscar@cox.net
Drawn by: Drawn Date:
Oscar Salcedo January 27, 2015
I —SIGN
• — CONE/DELINEATOR
- ARROW BOARD
- DIRECTION OF TRAFFIC
TYPED BARRICADE
WORK AREA
- EXISTING SIGN
- RAISED MEDIAN
- FLAGMAN
[J - SIGNALIZED INTERSECTION
LEGENDS NOTE
36'X36" SIGNS SHALL BE USED ON ROADS WITH SPEEDS
OF 35 MPH OR LOWER.
48"X48" SIGNS SHALL BE USED ON ROAD WITH SPEEDS
OF 40 MPH OR HIGHER.
ALL ADVANCE WARNING SIGNS ON SPEEDS OF 40MPH OR
HIGHER SHALL BE POSTED ON HIGH RISE FLAG TREE
STANDS WITH HI-VIZ REFLECTIVE ROLL UP SIGNS.
THE POSTING OF TEMPORARY NO PARKING SHOULD BE
DONE 48 HRS PRIOR TO ANY WORK BEING PERFORMED
ON ALL AFFECTED AREAS OF WORK.
DRA'MNG NO. TC-01 SHEET NO. 5 OF 6
Project: THE SIGNATURE TRACT # 36537
STREET IMPTROVEMENTS
Contractor: MARATHON GENERAL
CHARLES JURISAGA 760-802-8187
Traffic Control Contractor
TRAFFIC SAFETY SOLUTIONS, LLC. 55 390 Pauma Place, Escondido, CA 92029
Tel: (760) 212-1470 Fox: (760) 295-4854 Email: tssoscar@cox.net
Drawn : Drawn Date:
Oscar Salcedo Jan!y 27, 2015
CU VER WIlE WTAI. ACEWCY HAVING JURISDICTION SHALL DETERMINE
THE SAW YSCURIWGIHICHATRAFF)CCOWTOCLUEVICES AN 4-LANE COLLECTOR ST LEFT LANE CLOSURES
SHALL BE IN OPERATION OR BE IN EFFECT.
WORKING HOURS WITH RAISED CENTER MEDIAN
7flfl AA - cnn PM
RAISED CENTER MEDIAN
/
------
Ill JM L-1 L-3 L-3 L-2 L-3 IDED
SEE SPACING TABLE ON SHEET 3 NV W20-1 W20-5 LI)
IF BIKE LANE WILL BE EFFECTED
CONTRACTOR SHALL IMPLEMENTS
BIKE LANE CLOSURE ON SHEET 60F6
END
ROAD NO/K
LEGENDS
.. . . ....-
- ARROW BOARD - SIGN —FLAGMAN
• •••
- DIRECTION OF TRAFFIC
•
—SIGNALIZED INTERSECTION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
IF BIKE LANE WILL BE EFFECTED
END CONTRACTOR SHALL IMPLEMENTS SEE SPACING TABLE ON SHEET 3 # <9> <#> ROAD WORK I BIKE LANE CLOSURE ON SHEET 6 OF 6 C30 W(LT) W20-5 ILl) W2 1 G20-2 (CA) L-2 < L-1 L-3 L-3 L-3
L-3
1-77 ------------------------------------------------------- ---------------------- _ ------
-: -
• 1 44~WN
RMI,
RAISED CENTER MEDIAN
LEGENDS
• —SIGN
- CONE / DELINEATOR
- ARROW BOARD
- DIRECTION OF TRAFFIC
-H- - TYPE 3 BARRICADE
- WORK AREA
- EXISTING SIGN
- RAISED MEDIAN
- FLAGMAN
- SIGNALIZED INTERSECTION
GOVERNMENTAL AGENCY HAVIN G JURIS DICTI ON SHALL DETER MINE
THE HOURS AND BAYS DURING WHICH ANY TRAFFIC CONTROL DE VICE
SHALL BE IN OPERATION OR BEN EFFECT.
WORKING HOURS
7:00 AM - 5:00 PM
TYPICAL TRAFFIC CONTROL FOR SHOULDER WORK
NOTE
36"X36" SIGNS SHALL BE USED ON ROADS WITH SPEEDS
OF 35 MPH OR LOWER.
48X48 SIGNS SHALL BE USED ON ROAD WITH SPEEDS
OF 40 MPH OR HIGHER.
ALL ADVANCE WARNING SIGNS ON SPEEDS OF 40MPH OR
HIGHER SHALL BE POSTED ON HIGH RISE FLAG TREE
STANDS WITH HI-VIZ REFLECTIVE ROLL UP SIGNS.
THE POSTING OF TEMPORARY NO PARKING SHOULD BE
DONE 48 HRS PRIOR TO ANY WORK BEING PERFORMED
ON ALL AFFECTED AREAS OF WORK.
POST ACROSS
FROM W21-5
END
ROADWORK
1-3
W21-5
12' MINIMUM LANE .-
ii
i
___ _____
rD1
TEMPORARY NO PARKING BARRICADES POSTACROSS
21-5
O?OMSE
C3OA
(CA)
----------------------------------------
ADD SIGNS FOR
TYPICAL BIKE LANE
CLOSURE ONLY IF BIKE
LANE WILL BE IMPEDED Q>
C30 (BIKE)
(CA)
C20(BIKE)
(CA
L-3 L-3 > L-3
C11. I > Q> <9>
MLI
_
-2 ) ) W20-5)LT) W20-1
RRO RRO
LANE LANE
W21-5 C12(CA) Cl 2 (CA)
SEE SPACING TABLE ON SHEET 3
DRA'MNG NO. TC-O 1 SHEET NO. 6 OF 6
Project: THE SIGNATURE TRACT # 36537
STREET IMPTROVEMENTS
Contractor: MARATHON GENERAL
CHARLES JURISAGA -- 760-802-8187
TraffIc Control Contractor
TRAFFIC SAFETY SOLUTIONS, LLC,
TSS 390 Pauma Place, Escondido, CA 92029
Tel: (760) 212-1470 Fax: (760) 295-4854 Email: tssoscar@cox.net
Drawn by Drawn Date:
Oscar Solcedo Janua27, 2015
- -. - - --- V -
__________ PAINTED OR RAISED MEDIAN