4225P 1,A-
NOTE:
With. proper 'val idation
this form.constitutes an
encroachment permit
CITY OF LA QUINTA
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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 I II
DATE: September 14, 2004 Minor Improvement Permit Class IV
Monroe Street.North of Avenue 60 to Avenue
LOCATIOAOF. CONSTRUCTION
t 31681
(Street address or Description of. Location)
PURPOSE OF CQ,.STRUCTION Relocate gas main, install
new sewer and new Z4" water
DESCRIPTION OF CONSTRUCTION See Flans
DIMENSION OF INSTALLATION OR REMOVAL See Plans
SIZE OF EXCAVATION, IF NEEDED See Ans
APPROXIMATE TIME WHEN WORK WILL BEGIN 9/27 04
APPROXIMATE TIME OF COMPLETION 02/28 05
ESTIMATED CONSTRUCTION COST $ 1,80.0,000.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing. improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Sketch (attach construction plans if appropriate)
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.
Comply with all ,applicable City Ordinances, the terms and conditions of the permit and all pplicable rules and regulations of the City of
La Quinta and to pay for any additional replacement necessary as the result of thi work. \ /�
Signature of AppNeant or Agent
Coral Option 1, LLC P.O. Box 17164 La.Quinta, CA 771-1941
Name of Applicant (please print) Business Address Telephone No.
O.H. Stashi, ZNc. 78880 ViWlelodia La Quilita CA 564-6236
Name of Contractor and Job Foreman Business Address Telephone No.
.701414 03147
Contractor's License No. City Business License No.
National Union fire lnaurance Co. CL 440206RA
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class II I
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV:.See attached schedule
Inspection Fee
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
$ 46.000.00
100.00
0.00
r"1 _ Dif
$ 46,100.00
Receipt'No.
Received by Date
�I0
s) 4225
PERMIT VALIDATION
PERMIT NO. L4ZZ 4
DATE APPROVED
EXPIRATION DATE-
Ilk I -
DATE ISSUED y `�
Administrative Authority
t
Recorded by I Telephone: (760) 777-7075
�Y
FINANCE
NOTE: E�1
With proper validation Revenue Code
this form constitutes an CITY OF LA QUINTA
encroachment permit!v "
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
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
DATE: September •14, 2004 Minor Improvement Permit Class IV
Monroe Street North of Avenue 60 to Avenue
LOCATIOMOF CONSTRUCTION
58. Tract 31681
(Street address or Description of Location)
R.-locate gas main, 4nstall
PURPOSE OF TRUCTION Sketch (attach construction plans if appropriate)
..ew sewer and new water
DESCRIPTION OF CONSTRUCTION ee Fians `. a t/oj)05G )D�
DIMENSION OF INSTALLATION OR REMOVAL See Plans ciV3�i
Ali
SIZE OF EXCAVATION, IF NEEDED See Plans
APPROXIMATE TIME WHEN WORK WILL BEGIN 0VTi O5 P<--
APPROXIMATE TIME OF COMPLETION 0%%15Z OS Af�'
ESTIMATED CONSTRUCTION COST $ 11800,000.00
(Including removal" of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
SEP 2. () 29
1I, Gum
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. -
Comply with all applicable City Ordinances,- the terms and conditions of tLpermand all pplicabl ules and re ns of the City of
La Quinta and to pay for any additional replacement necessary as the resworp�ZZ7`1 ���"O` Signature of App nt or Agent
Coral Option I, LLC P.O. Box. 1716, La.C�uinta, CA 771-1441
CWName of Applicant (please print) Business Address Telephone No.
Name of Contractor and Job Foreman Business Address Telephone No.
13 Af'
Contractor's License No. City Business License No.
Fire ?nG,.,-�nce 64, 4•4 "
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 11I:
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 46 , 000 - 00
100.00
Permit Fee
Penalty o no
Cash Deposit -Surety Bond
if required 00
TOTAL: $ 46,100.00
Receipt No.
Received by Date
Recorded by
NO-' 4225
PERMIT VALIDATION
PERMIT NO. f—A
DATE APPROVED
EXPIRATION DATE, OS
DAT SS I VF D
By
Administrative Authority
Telephone: (760) 777-7075
r ,
PERMIT NO.4225
Coral Option I/Offsite Sewer, Water, & Gas/Tract No. 31681
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal, Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard Specifications For Public
Works. Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
ittee", shall be --responsible for providing continuous
2. Coral Option I, hereinafter referred to as "Perm
dust and erosion control.
3 This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. Prior to performing construction work, the permittee shall call the City at (760) 777-7089 and requestan
appointment'for a preconstruction meeting with the City Inspection staff.
5. This permit is not valid until the permittee submits, to the Public Works Department, an approved
traffic control plan at least 2 weeks prior to start of construction.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more -
frequently, if required. ,
7. Pursuant to Section 6.08.050of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
work site, the Permittee shall comply withCity 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) before 8:00 a.m.
ed intersection shall be performed .between the hours of 9 a.m. - 3
8. Work within 500 feet of a signaliz
p.m. Traffic control shall be set up after 9 a.m. and -removed before 3 p.m. The Permittee shall contact
the Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
9. 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.
Page l of 4
Special Conditions
PERMIT NO.4225
Coral Option I/Offsite .Sewer, Water, & Gas/Tract No. 31681
10. Pursuant to Section 14.16.250-of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual).. A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. 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.
11. 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.
12. ' 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.
13: 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 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, orisite, 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.
B. 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.
C. 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.
Special Conditions, _ Page 2 of 4
PERMIT NO.4225
Coral Option I/Offsite Sewer, Water, & Gas/Tract No. 31681
D. 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.
E. 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.
F. 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 eachother.
G. 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.
H. 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.
14. All excavations within City of La Quinta right-of-way shall be backfilled, and temporarily paved if
withiri.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 cannot 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.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
16. Access and egress to all local properties shall be maintained at all times.
17. 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:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall,
be straight and clean.
B. 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.
Special.Cpnditions • Page 3 of 4
PERMIT NO.4225'
Coral Option I/Offsite Sewer, Water, & Gas/Tract No. 31681
C. . Permanent pavement replacement shall be installed using a City approved 3/4 ' 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.
D. 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.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" 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.
F. Any.existing lane striping or any existing detour lane striping affected by this resurfacing shall be
I
eplaced 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
J surface shall be. smooth, consistent, and shall conform to the surrounding grades.
18. 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.
19. 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.
20. The City of La Quinta reserves the. right to revoke, suspend or. void this permit at any time.
21. 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.
22. 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
A
City of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4225
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 Iihe 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 ('/d") 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 ''/i') of A.C. paving on (" N/A ") of class (" N/A " )
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall.comply with the
manufacturer's specifications.
A City of La Quinta
® R11 COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
S,
® 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
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base shall be placed no later than ( 5 ) days after completion of temporary road repair.
r
❑ 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.
i
1'
NOTE:
With proper validation
this form constitutes an .
encroachment permit
FINANCE
- Revenue Code 1
CITY OF LA QUINTA
APPLICATION •FOR PERMIT,
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
r —
For the construction fof 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 I I I
.DATE: Septenber 14, •2004, Minor Improvement Permit Class IV
Monroe Street North..of Avenue 60 to Avenue
LOCATI%OF CONSTRUCTION '
58. Tract 31681
(Street address or Description of Location)
Relocate gas mairt in6tall
PURPOSE OF C .sewer. -and sewerION Sketch (attach construction plans if appropriate)
' zew 33 •..ewer.: an new 2water ,
DESCRIPTION OF CONSTRUCTION , See any
See Plans
DIMENSION OF INSTALLATION OR REMOVAL l;- -
.
SIZE OF EXCAVATION, IF'NEEDED See P a^s Opt./j
APPROXIMATE TIME WHEN WORK WILL BEGIN / r�
APPROXIMATE'TIME OF COMPLETION o "7 9 os '
ESTIMATED CONSTRUCTION COST-$ 1,800,000.00
(Including removal of•all obstruction, materials, and debris,'backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
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.
.Comply with all applicable City Ordinances, the'terms and conditions of the permit aall pplicabl ules and re ns of the City of
La Quinta and to pay for any additional replacement necessary as the resul,nd
wor
1
O of ef'T I�r�1C�r.tt ��L E
C.+~ Signature of A g pp nt or Agent
Coral Qption 1, LLC P.O:-Boy. 1716, La Quinta, CA 771-1941
Name of Applicant (please print) Business Address Telephone No
—�'�? _ stashi INc 78880 Via Meiodia Ls Qu;nt-� � �- � ' —'
Name of Contractor and Job'Foreman. Business Address Telephone No.
-9-34 4-- ® 1-5 / 3
Contractor's License No. City Business License No.
National Union Fire Insurance Co. GL 4402061RA
Applicant's Insurance Company - ..Policy Number
FEES:. Subdivision Improvement Permit — Class III
f Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction. costs.
Minor Improvement Permit — Class IV: See attached schedule W 4225
Inspection Fee $ s 46 , 000 - 00 • PERMIT VALIDATION
100.00
Permit Fee PERMIT NO.
Penalty n .0ii' Q
Cash Deposit -Surety Bond DATE APPROVED ZO
if required In 0n EXPIRATION DATE ��zo— OS
I 46,100.00 �'�
TOTAL:. $ DAT SS 0 —O
Receipt No. By.
Received by i Date Administrative Authority
Recorded by Telephone: (760) 777-7075
i
C
- PERMIT NO.4225
Coral -option I/Offsite Sewer, Water, & Gas/Tract No. 31681
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § (pons For Public
work shall be performed in accordance with the latest edition of the Standard Sp
Works Construction (SSPWC) and as:directed by and to the satisfaction of the City Engineer.
R'
2. Coral Option I, hereinafterreferredto as "Permittee' ; shall be responsible for providing.continuous
:. dust and erosion control. r
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. Prior -to performing construction work, the permittee shall call the City at (760) 777-7089 and request an
appointment for a preconstruction meeting with the City Inspection staff.
5. This permit is not valid until the permittee submits, to the Public Works Department, an approved j
traffic control plan at least 2 weeks prior to start of construction.
6. Streets shall be kept' clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. Pursuant to Section' 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1982), throughout the
City regulated work hours..Operation and maintenance of
work site, the Permittee shallycomply with
cy shall be performed only during the following time
equipment within one-half mile of human occupan
periods: +
October lst to April 30: Monday -Friday 7:60 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.
S aturdaY
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.
. 8. 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`Riverside Country Traffic Signal Maintenance Department at (909) 275-6894 if signal operation at
the intersection is to be altered in any way.
9. Pursuant to Section •14 16.110 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),•
i,Permittee shall assume responsibility for repair of any pavement damage to any public or private street
and for anydamage'to other City streets or facilities as a result of work performed under this permit.
Page 1 of 4
Special Conditions
PERMIT NO. 4225
Coral Option I/Offsite Sewer, Water, & Gas/Tract No. 31681
10. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. 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. -
11. 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. .
12. 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 Permitte_e as directed by and to the satisfaction of the City Engineer at no cost to the
City of La Quinta. `
13. 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 j etting 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.
B. 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.
C. 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.
Special Conditions Page 2 of 4
PERMIT NO: 4225
Coral Option I/Offsite Sewer, Water,, & Gas/Tract No. 31681
D. 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.
E. 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.
F. 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.
G. 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.
H. All costs incurred due to tlie-conditions above shall be borne by the Permittee. Copies of all test
results shall be furnished to the City Inspector.
14. 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.
15. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition...
16. .Access and egress to all local properties shall be maintained at all times.
17. 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:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. 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 3001inear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 3 of 4
PERMIT NO.4225
Coral Option,I/Offsite Sewer, Water, & Gas/Tract No. 31681
C. Permanent pavement replacement shall be installed using a City approved 3/4"-max .medium
` asphalt concrete as the base course lift and a City approved''/z" max medium finish course lift. for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement. D. Cold -Mill and Overlay -The existing"avement 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.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course'lift'of 3/4" 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. .
F. 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 io the surrounding grades.
18. Permittee shall permanently stabilize any and all soil that was disturbed as a result of work performed
under this permit with an approved dust controttreatment. Soil stabilization shall be done immediately
after completing the operation.
19. 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 rstreet construction materials and/or equipment.
20. The City of La. Quinta xeserves the right to revoke, suspend or void this permit at any time.
21. 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.
22. '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.
Page 4 of 4
Special Conditions
CitV of La Quinta
The following General and Special Provisions are attached to and made a part of
Permit Number 4225
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 ''/2") of A.C. paving on (" N/A'") of class (`" N/A "' )
aggregate base.
® Rg SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
Citv of La Quinta
® R11
COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
Work be coordinated with the State or City of La
La Quinta may conduct in this area during the period of this permit. shall
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
be completely tied out so they may be readily and correctly,
centerline of all streets or property lines when included shall
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
be through the office of the City Engineer. (Under no circumstances shall excavating equipment be
cutting shall approved
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
be barricaded with lights overnight, on weekends and holidays.for the.
operations must begin. All excavations shall properly
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
of five feet (5) lifts where trenches are of excessive depths. Care is to be exercised
trench before flooding or a maximum
that the backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the
(90%) or equivalent to the surrounding ground, whichever is the
resulting compaction shall not be less than ninety percent.
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
5.101 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
A of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
two inches (2") of SC-800 shall be placed immediately. permanent patch
inch ( crushed ) aggregate base 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.
❑ 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.
be handled safely without interference or hazard to highway traffic. The
Trees to be removed shall be in sections, which can
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
be to a maximum of five -hundred feet (500') at any one time. Adequate
necessary to restrict traffic, the work shall restricted
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
is the compaction as determined by the impact or field method.
equivalent tot the surrounding ground, whichever greater
Compaction tests shall comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California,
dated January 1973.
O:. NOLAN SPARKS CORAL MNT,
FAX: 760- 771-1841-
ITEM: MONROE STREET_ CLOSURE TRAFFIC -PLAN
COMMENTS,
FROM: DATE: THURSDAY,
AnthonyC06mssi, JANUARY 063,2005
Assistant Engineer I F
The following is information for you to add to the existing,traffic plan.
I obtained comments ron the traffic' control plan that.you brought in, last week See the
attached sheet with the �comrnents (Info on -Ave 58 (east and west bound) stating Monroe is
closed ... etc).
The existing traffic plan is adequate with the comments on them, so I will provide the,
inspector with this plan along with the comment.
Thanks, Tony
ANTHONY COLAROSSI, ASSISTANT ENGINEER I
TE,LEPHONE:.760 777 7089
FAX: 760 777 7155
5
.01/06/2005'.THU.14,:22' FAX 760 777 71.55 City of La Quinta Pub.Wk
fa 00
` �k�kskRS�kS��k�k�k��k�kvc�kxcsxskXs&�k�k
TX REPORT
TRANSMISSION 'OK'
JOB NO. 2053
. N
DESTINATION ADDRESS 97711841'
PSWD/SUBADDRESS
DESTINATION ID
ST. TIME 01/06 14:22.
USAGE T- 00�'35
PGS ... 2
RESULT .oK
FTE
760-771=18�41
: MONROE STREET. CLOSURE TRAFFIC -PLAN
JENTS: DATE: THURSDAY,
nyClssJANUARY'06,2005
tant Engineer T
Ue following is inforination for you to add to the existing traffic plan.
I obtained comments on the traffic control plan that you brought in. last week See the
attached sheet with the comments 4 afo on Ave 58 (east and westbound) stating Monroe is
closed... etc).
The ei6sting traffic plan is adequate with the•comments'on them, so I will provide the
inspector with this plan along with the comment.. .
Thanks, Tony,
R-i
MADUSON ST,
C-5
ET
�1: , ..
500 FT
.58
500 FT R- ROAD
Fg- I
EXISTING
Lo
EXII
it
-.4 ' QEXISNG
500 FT
AVE. 60
r5OO FT
FT V1 a
NOTE: ALL STREETS REDUCED TO FIT. E S G —
NOTES: 1, ALL TRAFFIC CONTROL DEVICES FORTHIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS MANUALOF
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF
DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS)AND MAINTAIN SAME IN ACCORDANCE WITH
TRAFFIC CONTROL PLANS.
4. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "NOTICE THIS ROAD WILL BE CLOSED ON DATE TO DATE". THEY SHALL BEMINIMUM 48" X 48" REFLECTIVE
ORANGE BACKGROUND WITH BLACK LETTERG'
5.ACCESS TOPRIVATE PROPERTY SHALL BEMAINTAINED ATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE.
7. AN OPENING SHALL BE LEFT AT THE EDGE FOR THE RESIDENTS ON MONROE TO ENTER AND EXIT OPEN TRENCHES INSIDE THE CLOSURE SHALL BECLEAR BARRICADED AND
MARKED. THE CONTRACTOR SHALL KEEP IN CONTACT WITH THE RESIDENTS AS TO HOW TO ACCESS THEIR HOMES.
W
W
o(Ln
Install Water & Sewer for Coral Mountain
X1
55 i
Conuolwntractor
Phone Prepared By BrAd on SlanM
Eirml Number Date Permit Number
1 12/16/04 To Be Issued on Approval
Desert Pipeline Inc. Tops N Barricades, Inc.
JACKSON ST.
ALL STREETS REDUCED TO
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS MANUAL OF
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Mpro�ea By Date Speed Limit
55
DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Project Name
TRAFFIC CONTROL PLANS. Install Water & Sewer for Coral Mountain
4. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "NOTICE THIS ROAD WILL BE CLOSED ON DATE TO DATE". THEY SHALL BE MINIMUM 48" X 48" REFLECTIVE Prime Contractor Tmlfic,Control Contractor
ORANGE BACKGROUND WITH BLACK LETTERS.. Desert Pipeline Inc. Tops N Barricades, Inc.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. Prone Prepared By Based onslandard
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE.. (800)852-TOPS Ron Fifield CALTRANS 5-20I
7, AN OPENING SHALL BE LEFTAT THE EDGE FOR THE RESIDENTS ON MONROE TO ENTER AND EXIT. OPEN TRENCHES INSIDE THE CLOSURE SHALL BE CLEAR BARRICADED AND Sheet Number Date PermitNamoer
MARKED. THE CONTRACTOR SHALL KEEP IN CONTACT WITH THE RESIDENTS AS TO HOW TO ACCESS THEIR HOMES. 11 12/16/04 To Be Issued on Approva I
— —
-,9 J T. '
MADISON ST:. .. MONROE St.
- ACKSON S
_ N rtouD
zCEABED c t SEE NOTE 7
w` E AHEaD 500 FT R-, c-ta ,
`DETOUR R, R,
S R., (n i ^':AHEAD x f C CMTRUCTI — NO SCALE _ �s ,.. R, : , � sl
ro sI' i 91SI
OO FTE ND'E ISTI L1 -
s
f ..
r
y
500 FT
AVE. 58-
,
y
1. G
R, Rt ROAD c•s(Rn \
A
CLOSED �.
�h � � C 5 .� Ri ram" fir. r
• -5 - ISTI G C-s (RTl C0.YBTRUC ,� E C
ANFAD a
_t EXISTING : �� \ -i • F e _
• , e- s ,a.. y /`.\FL' .c ;ai;:HOTICE€..' C U)
BREAK LINE
BREAK LINE �cLoseoa � -
oH� SEE NOTE . ��� BREAK LINE
• t : <.' DATE F
w • e s ILTI c.2 _•,Cero. DATE as; • C
R - pw. ROAD R;
R, c .�, RY1
- c-s(RT) CLOSED e•,n-JRDaDri<
` R, 'x sl' _ g " ;y� coTi�rni- c-s(RTI
c•s L r-9
s h aEXiS RG - a ' EXI INC.�.'-
500 FT 7 w
ST N
_
s - -
--
_,..- .. e:._5^-^fir :: ' .:'-h: :�•__,.,.a.)_.. '.: "> k
:.., -.. ..—. .: r.: x.x..n,._ .-x.._. or•X J>n,- -, : ).. a •,
134
50�;T
E
09 FT.
c-s
an
' - - .,r'�-Sw - _ _ - 's'.''�`•'S.. C-t9' � - - ,t DETCU -
NOTE: ALL STREETS REDUCED TO FIT. IDNaTRpcno. J ` DEtnu� WI
v x EXIS G 1 cAHEAti E.. G i<
1.
. ,._ 500 FT
NOTES: 1. ALL'TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS MANUAL OF '
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES : '
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF, ?' Approved By Date speed uma n
DEEMED NECESSARY: BY.CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. r _ 55
3. THROUGHOUT, EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN
TRAFFIC WITH Project Name w' -
TRAFFIC CONTROL PLANS.. t Install Water'& Sewer for Coral Mountain
4. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "NOTICE THIS ROAD WILL BE CLOSED ON DATE TO DATE": THEY SHALL BE MINIMUM 48" X 48" REFLECTIVE Pdmecontractor Traffic Control Contractor
ORANGE BACKGROUND WITH BLACK LETTERS.. _ _ Desert Pipeline Inc, .i Tops N Barricades. Inc.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.. Phone Prepared By Based on Standard
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE.. (800)852-TOPS Ron Fifield CAL_ TRANS 5-20
7. AN OPENING SHALL BE LEFT AT THE EDGE FOR THE RESIDENTS ON MONROE TO ENTER AND EXIT -OPEN TRENCHES INSIDE THE CLOSURE SHALL BE CLEAR BARRICADED AND Shoat Number Date > pemdtNumber
MARKED: THE CONTRACTOR SHALL KEEP IN CONTACT WITH THE RESIDENTS AS TO HOW TO ACCESS THEIR HOMES. I' 1 s. 12/16/04 To Be=Issu Issued on Approval
Re
Y - Ov� try �ZllS/0� Lvo /0'S
•MADISON ST. - ,' C-19 'MONROE ST:
JACKSON ST.
r — - _
N
AEieAo= SEENOTE 7 ,e C
W E' R
500 FT _
R-1 ,YtETPUR
_: s —
S R-t _ :AHEAD C
ca E . COMITnucn
1 D _ems''".;;;
N0 SCALE r
_ - •,Ft•s�• -
_00 FT:
Fp:
Y
♦ n - � s
• E ISTI •G. 15 I G • '•'.\•. ;'V.
,-' ^� e •_
• - E G '-
i
r
.' 500 FT
� AVE.58 r
_. .. .. ._ ...... ,........... ... ...... ... _ .... . +..-,
d
'R1 . 0.1
FIA
Y
ROAD
ov„rro e, 5� ,Gl .. dt `Il::' '�): . • ' _ 50 FT rJ CLOSED + _ ^ GG
VEMONG
C.5 t•If
iyi,-�� 1 ¢r 2 n _p� (STING US(RT) E G i• �r"' CUSTRUC
E%(STING r osltT) -
t
BREAK LINE" / �\� r I G DR,
¢-- •� BREAK LINE :R�.• -� ��
DHa SEE NOTE -� BREAK LINE
_ c-s ILTI
Rt c-z :TDDATE!-r C
'4DE7DUR - - .:Y R-t Y'r
_—� ROAD VR.as 6�,c-5IRTI CLOSED \D_5 EGA� 4p ° e® -EXIS X � _ ''fir 5•I"G U 4 _ AVE: 6Q EX N
500 FT
ST
I . c
.i
t
0A FT
C-18 R.v "' 11, IGI500 FTC-c-sRT XY. 1
- NOTE: ALL STREETS REDUCED TO FIT.
coxaTwcnu �^" ,.. DETOUR-. _
�•. # • _ 'uz-AD =' EXIS NG AHEAO.. CW&EDLL* r, E G '
500 FT , AHBAtI' ,
NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS MANUAL OF
TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF Approved By Date Speed Umit
..DEEMED NECESSARY BY CITY OF LA QUINTA OR COUNTY OF RIVERSIDE REPRESENTATIVE. 55
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH Projed Name `
-TRAFFIC CONTROL PLANS. r , . • . install Water & Sewer for Coral Mountain
4. SIGNS SHALL BE POSTED AT LEAST 48 HOURS IN ADVANCE STATING "NOTICE THIS ROAD WILL BE CLOSED ON DATE TO DATE". THEY SHALL BE MINIMUM 48" X 48" REFLECTIVE Prima Contractot TrErricC°Dwt Conimp°r "
ORANGE BACKGROUND WITH BLACK LETTERS.. Desert Pipeline Inc. Tops N Barricades, Inc.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. Pltorre Prepared By BomedonSeTXM
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE.. (800)852-TOPS Ron Fifield CALTRANS 5-20
4;.7. AN OPENING SHALL BE LEFT AT THE EDGE FOR THE RESIDENTS ON MONROE TO ENTER AND EXIT. OPEN TRENCHES INSIDE THE CLOSURE SHALL BE CLEAR BARRICADED AND Sheet Nuffber Date PemUtNumoer vl
MARKED. THE CONTRACTOR SHALL KEEP IN CONTACT WITH THE RESIDENTS AS TO HOW TO ACCESS THEIR HOMES. I 1 12/16/04 To Be Issued on Approval
' 2`
PERMIT NO.4225
Coral Option I/Offsite Sewer,.Water, & Gas/Tract No. 31681
In addition to the, standard permit conditions, the following shall apply:,
1.. Pursuant to Section 14.16:320 of the La Quirita Municipal Code (Ordinance 10 § 1 (part), 1982), all
work 'shall be performed in accordance with the latest edition of the Standard Specifications For Public .
Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. ' Coral Option I, hereinafter referred to as "Permittee", shall be responsible for providing continuous
dust and erosion control.
3. This permit or copy of it shall be on the work site for inspection during the actual work performed.
4. Prior t6performing construction work;, the permittee shall call the City at (760) 777-7089 and request an
appointment for a preconstruction meeting with the City Inspection staff.
5. This permit is not'valid until the.permittee submits, to the Public Works Department, an approved
t
traffic control plan at _least 2 weeks prior to start of construction.
6. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
7. 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 7:0.0 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 8:90 a.m.
8. Work within 500 feet of a signalized intersection shall be performed between the hours of 9 a.m. - 3
p.m. Traffic control shall beset up after 9 a.m. and removed before 3 p.m. The Permittee shall contact
the Riverside. Country.Traffic Signal Maintenance Department at (9.09) 275-6894 if signal operation at
the intersection is to be altered in any way...
9. Pursuant to Section 14.16. H 0 of the La Quinta Municipal Code (Ordinance .10 § 1 (part), 1982),
Permittee shall assume responsibility for repair of anypavement damage to any public or private street
and for any damage to other City streets or facilities as a result of work performed under this permit.
Special Conditions Page I of 4
PERMIT NO.4225
Coral Option I/Offsite Sewer, Water,.& Gas/Tract No. 31681
10. Pursuant to'.Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
advance warning signs and traffic control shall be installed and maintained in accordance with Cal
Trans Standards or the Work. Area Traffic Control Handbook (WATCH Manual). A traffic control
plan shall be prepared in accordance with the WATCH Manual and submitted to the City for
review and approval one (1) week prior to starting any construction. 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.
11. 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.
42. 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.
13. 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.
B. 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.
C. 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.
Special Conditions Page 2 of 4
PERMIT NO.4225
Coral Option I/Offsite Sewer, Water,.& Gas/Tract No. 31681
D. 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.
E. 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.
F. 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.
G. 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.
H. 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.
14. 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 car; 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 Iat a point where construction will begin the next day, provided that this length of trench
is completely covered by steel plating.
15. All landscaping,. irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced'to its
original condition.
16. Access and egress to all local properties shall be maintained 'at all times.
17. 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:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. • 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.
Special Conditions Page 3 of 4
PERMIT NO.4225
Coral Option I/Offsite Sewer, Water, & Gas/Tract No. 31681
C. Permanent pavement replacement -shall be installed using`a City approved 3/4" max medium
asphalt concrete as'ihe 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.
D. 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.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/4" 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.
F. 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.
18. 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..
19. 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 cif 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.
20.. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
21. '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.
22. 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
� 1
City of La Quinta
.The following General and, Special Provisions are attached to and made a part of
Permit Number 4225
The following shall always apply:
J
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 - 7091 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.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
7" ,, City of La Quinta
® R11 ' COORDINATE WORK: The proposed work shall be subordinated to any operation, which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State or City of La Quinta projects.
® R12 SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when included shall be completely tied out so they may be readily and correctly,
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties
to these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This. office shall be
notified upon completion or replacement of all survey monuments for proper clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight edge prior to excavation. Method of pavement
cutting shall be approved through the office of the City Engineer. (Under no circumstances shall.excavating equipment be
used to excavate prior to cutting or pavement.) Excavation material shall be placed in such a position as to best facilitate the
general flow traffic. Prior to final paving operations, any damage to pavement straight edges shall be corrected.
❑ R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to one -thousand feet (1000') of open trench before backfill
operations must begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the
protection of the traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in
each case. No excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the
construction material is actually on the work site.
® R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing and adequately• consolidated backfill. Ant material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shall not be used for backfill, but shall be supplemented or
replaced by an approved sand or gravel.
❑ R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be placed on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (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 (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
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 4 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base�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.
❑ 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 bebackfilled 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.
r
ROAD
CONSTRUCTION
Z �� AHEAD 500'
NO SCALE • �� (j' ,�,1
500'
PREPARE
TO
STOP
REMOVE TRAFFIC CONTROL ON AVE. 58
AS SOON AS WORK IS COMPLETE IN THI
INTERSECTION. '
750' �,
PREPARE ' ROAD
CONSTRUC'
TO AHEAD
-E TING mom, STOP
r ' EXISTING y ��
'MONROE ST.
500' 500
750'
�®
500 500 750,� SEE NOTE ?
- n INSTALL 33" SEWER LINE.
APP,OX. 3' WEST OF EDGE
750' OF PAVEMENT.-
\/ LJ' PREPARE 4
TROAD O
STOP
tt CON TRUCTION "r r y NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF '
AHEAD EXISTING _ I' TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES. `
" • ,�~ 2..TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED.,,ADDITIONAL TRAFFIC CONTROL MAYBE REQUIRED
-500' '• �t{• •
- "TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY COUNTY OF RIVERSIDE REPRESENTATIVE. Y
P _ 3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND
Speed I w- •► Y . ` ,, y MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Appmved By Date
- 55 +, " t 4. CONTRACTOR'SHALL MAINTAIN A MINIMUM 10',TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BET_ WEEN THE EDGE k
r D OF CUT AND THE NEAREST.TRAFFIC LANE.
P Name 5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. " . , _ -• y ,i - �'�
Install Sewer Line for Coral Mountain Tract#31681' 500' CON TRUCTION ; 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR 0 "
`L TramoCmtrol Cmtmcmr AHEAD DEBRIS AND, RETURNED TO NORMAL.:
Mops N Barricades, Inc.. ( _ T THIS IS A TYPICAL AS THE CONTRACTOR WILL ONLY CLOSE THE SECTION THAT WILL BE INSTALLED EACH DAY AND CONTINUE ON TO THE
P1me . s prepared By - , Based on StarWerd ! �� NEXT SECTION NORTH OR SOUTH (DEPENDS ON WHICH END THEY START AT) THE NEXT DAY. SEE SHEET 2 FOR TRAFFIC CONTROL FOR
(800)852-TOPS Ron Fifield CALTRANS T-13 = UI AVE 60.',THE SIGNS AND CONES WILL MOVE WITH THE WORK MAINTAINING THE SAME SPACING BETWEEN SHEETS-1 & 2 y
8. `FLAGGERS SHALL HAVE 2-WAY COMMUNICATION OR BE ABLE TO SEE EACH OTHER AT ALL TIMES. FLAGGERS SHALL WEAR ORANGE OR
SheetOf 2 ` , 9/1 04 To Be Issued on App o al r LIME VESTS AND HAVE ASTOP & SLOW PADDLE. 'FLAGGERAHEAD AND PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO
I. AVE. 58 FLAGGERS ARE PRESENT. K
w
x��. ,
3
NO SCALE
AVE. 60
500' -
1
500
W-17 . '
mr -ivIVVC I'1'Wrrll� IrVIV 1 I"CVL VIV MVG. qV
AS SOON AS WORK IS.,COMPLETE IN THE EXISTING
500'
� � w ��
• INTERSECTION. EXISTING t (- CONSTRUCTION
• i. O .. AHEAD
S)EE
EXISTING t
EXISTING R500' S00
SEE NOTE 7 500'1
' - : ���
;�- � ,
ROAD
CONSTRUCTION
AHEAD
500500' 750'
`
INSTALLI'SEWER LINE
r
APPDX. WEST OF EDGEOF
PAVENT.
_ EXISTING.
4
PREPARE '
NOTES:
ROAD
CON TRUCTION SiTOOP
1 -ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF.
AHEAD
TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS'FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED .
TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY COUNTY OF RIVERSIDE REPRESENTATIVE.
3. • THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL' (SIGNS, BARRICADES AND DELINEATORS) AND
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
MPData sad unit
55
,
4. CONTRACTOR SHALL MAINTAIN MINIMUM 19 TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM 2' BETWEEN THE EDGE,
OF CUTAND THE NEAREST TRAFFIC LANE.
Pr*ct Name
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES.
Install Sewer Line for Coral Mountain Tract #31681
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, -THE ROAD SHALL BE CLEAR OF
Prime Cott gq Y gtlen -7, L L TraflicCanW Cmbucmr
DEBRIS AND, RETURNED TO NORMAL: .
Tops N Barricades, Inc.
7. THIS IS A TYPICAL AS THE CONTRACTOR WILL ONLY CLOSE THE SECTION THAT WILL BE INSTALLED EACH DAY AND CONTINUE ON TO THE
Pone -° Prepared B Baudon Sterdard
NEXT SECTION NORTH OR SOUTH (DEPENDS ON WHICH END THEY START AT) THE NEXT DAY. SEE SHEET 1 FOR TRAFFIC CONTROL FOR
(.800)852-TOPS Ron Fifield CALTRANS T-13
AVE 58. THE SIGNS AND CONES WILL MOVE WITH THE WORK MAINTAINING THE SAME SPACING BETWEEN SHEETS 1 & 2.
B. FLAGGERS SHALL HAVE 2-WAY COMMUNICATION OR BE ABLE TO SEE EACH OTHER AT ALL TIMES. FLAGGERS SHALL WEAR ORANGE OR
sheet umber = Date PmmtNumber
2 of 2 9/17/04 To Be Issued on Approval
LIME VESTS AND HAVE A STOP & SLOW PADDLE. FLAGGER AHEAD AND PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO
FLAGGERS ARE PRESENT.
_ MONROE ST.
0 EXISTING
500' "'•"
0 O
EXISTING
0
' 500
Q
0 500'
ROAD
0 CONSTRUCTION
0 AHEAD
Q _
NO SCALE
AVE. 60
ROAD
CONSTRUCTION
AHEAD
'
-
, �
KEEP
RIGHT
500'
R'
500'
� a
EXISTING n , '
50O _ b ' EXISTING W. 17 ROAD
_ - INSTALL 24" WATER LINE. SEEN * CONSTRUCTION
APPDX. 12' EAST OF EDG ' ` O AHEAD
OF PAVEMENT. i �'�� EXISTING _
EXISTING �' O' 500
SO
- r-
500' W 500' p MONROE ST,
500' * ,
' EXISTING EXISTING II EXISTING - k
NOTES: 500' =
i CONSTRUCTION 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF {� t
AHEAD TRANSPORTATION (CALTRANS) MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES.
O
2 TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED
i
TO FACILITATE PUBLIC SAFETYAND TRAFFIC FLOW IF DEEMED NECESSARY BY COUNTY OF RIVERSIDE REPRESENTATIVE. EXISTING
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND S00
MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS.
Approved spaedumn 4. CONTRACTOR SHALL MAINTAINAMINIMUM 10'TRAFFICLANE WIDTHATALL TIMES. THERESHALLBE AMINIMUM 2'BETWEENTHE EDGE
55 • OF CUTAND THE NEAREST TRAFFIC LANE. U
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES. 0 5OO' . A
I�oJatd Name 6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF { ,
Install Water Line for Coral Mountain Tract #31681 ' DEBRIS AND, RETURNED TO NORMAL. ROAD
Prime cororecror �- i LL �i Traffic Coned Coneador 7. THIS IS A TYPICAL AS THE CONTRACTOR WILL ONLY CLOSE THE SECTION THAT WILL BE INSTALLED EACH DAY AND CONTINUE ON TO THE 0 CONSTRUCTION
zmp.WV, L.�VVV,1VF11jv11% Tops N Barricades, InC. NEXT SECTION NORTH. THE FLAGGERAHEAD SIGN SHALL BE REMOVED ONCE THE WORK IN THE INTERSECTION IS COMPLETE. THEN AHEAD
Phwe Prepamd B Bawd on StendeN ONLY A SHOULDER CLOSURE SHALL REMAIN TO COMPLETE THE WATER LINE. THE CONES IN THE INTERSECTION WILL BE MOVED TO 0
(800)852-TOPS Ron Fifield CALTRANS T-13 COMPLETE THE CROSSING.
8. •FLAGGERS SHALL HAVE 2-WAY COMMUNICATION OR BE ABLE TO SEE EACH OTHER AT ALL TIMES. FLAGGERS SHALL WEAR ORANGE OR
ShW Number Date Permit Number LIME VESTS AND HAVE A STOP & SLOW PADDLE. FLAGGER AHEAD AND PREPARE TO STOP SIGNS SHALL BE REMOVED WHEN NO
1 9/17/04 To Be Issued on Approval FLAGGERS ARE PRESENT.
4
r
/yy/
NOTE: - \ k SEP 1 4 2004 '
With proper validation
this form constitutes an • CITY OF LA QUINTA>
encroachment permit P1���`� ��
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ^�•
Of [ �Q
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 IMPROVEM1. ENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II
DATE: ? �' T �j Minor Improvement' Permit Class IV
LOCATION OF CONSTRUCTION /Gi/ d iI /l0 % X D �7 7l O i� a rahyC 4, o
(Street address or Description of Location) %
P RPOE F fONSTRUCTION Sketch (attach construction plans if appropriate) '
S-�'C �-�cf 3 `use- r—-�" �`f • G"
DESCRIPTION OF CONSTRUCTION
ACC lair- " 5
DIMENSION OF INSTALLATION OR REMOVAL S�`c.4' 5-
SIZE OF EXCAVATION, IF NEEDED Ste- S
APPROXIMATE TIME WHEN WORK WILL BEGIN
SXHOM Mend
�OOl T d 3 S
- o
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST
.'.(Including,removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the. City, its authorized agents, officers, reptesentatives 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.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La (]Uinta, and to pay for any additional ,replacement necessary as the result of this work.
Alam �/ /ICJ
Signature of Applicant or Agen
�O(C. DPo fJ L�- P .0.. Box 1716, La Quinta 7 41
Nance of Applicant (please print) Business Address Telephone No.
nn 1 r C�c� 2
L .• �� , . S 'T /kS t-(- 1 I N � � �l `�i $ S o � � cc f� 210 l�tc� .�.�
Business Address Telephone No.
Name of Contractor and Job Foreman
®1414 04— .
Contractor's License No. City Business License No.
National Union Fire Insurance Co. GL 440206RA
Applicant's Insurance.Company Policy Number
FEES: Subdivision Improvement Permit — Class I II .
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs }% §+nA
Minor Improvement Permit — Class IV: See attached schedule��
PERMIT" VALIDATION
Inspection Fee $ a 6 OJT • u D
Permit Fee- ' I00'L) J PERMIT NO.
Penalty
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
Received by
Recorded by
Date
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Telephone: (760) 777-7075
Administrative Authority
YT.
X 31681, PHASE I
-5-U-ANTITY-F
DESCRIPTION
UNIT COST
TOTAL
OFF SITE WATER
2736'
24" DIP POLY ENCASED
69.00
FT
$
188, 784.00
144'
24" DIP RESTRAINED JOINT
$
19, 500.00
126'
18 " DIP RESTRAINED JOINT
$
23,
162'
4" DIP POLYENACSED
$
000.00
18,000.00.
4
24" BV
9
24 " MJX FLG ADPT
4,200.00
EA
$
16, 800.00
2
24 " M11 114 DEG BEND MJ
1,300.00
EA
$
11, 700.00
1
24 X 18" TEE
1,700.00
EA
$
3,400.00
2
18"
18"
4,000.00
EA
$
4, 000.00
4
18' MJ X FLG ADPT
3,000.00
900.00
EA
EA
$
$
61000. 00
3,600.00
1
18 " X 12 "TEE
2,100.00
EA
$
2,100.00
10,
12 "DIP POLYENASED
40.00
EA
$
400.00
1
12 "GATE VALVE
1,600.00
EA
$
1,600.00
26'
36 " STEEL CASING
9,500.00
EA
$
9,500.00
1
12 "BLIND FLG
200.00
EA
$
200.00
1
18' BLIND FLG
900.00
EA
$
900.00
1
12 " MJ X GLF ADPT
250.00
EA
$
250.00
32'
42 " STEEL CASING AND BORE (APPROX)
$
1
24 " X 6"RED UCER
3, 500.00
EA
$
35, 000. 00
3,500.001
1
6" GATE VAI.VF -,
--- ,,,
_ .
4
QUANTITY'
DESCRIPTION
UNIT COST.
TOTAL
OFF SITE SEWER-
5277' '
33 " VCP
195.00
FT
$ 1, 029, 015. 00
10'
27" VCP
165.00
FT
$ 1,650.00
191.,
101, VCP
60.00
FT
$ 11, 460. 00
229'.
8 " VCP • '
40.00
FT
$ 9,160. 00
1
33 "PLUG
400.00
EA
$ 400.00
1
27" PLUG `
300.00
EA
$ 300.00
1
10"•PLUG
50.00
EA
$ 50.00
7 .
8" PLUG
25.00
EA
$ 175.00
14
60" MANHOLES
' 9, 500. 00
EA
$ 133, 000. 00
2
48"-MANHOLES
4,000.00
EA
$ 8,000.00
2500 TONS.
314'.CRUSHED ROCK
- 30.00
TON
$ ' 75, 000.00
TRENCH SHIELDS
12, 000. 00 •
$ 12, 000. 00
MANHOLE SHIELDS
14, 000.00
$ 14, 000.00
1000SQFT
REMOVE EXISTING AC REPLACE TEMP AC ONLY •
. 4. 00
FT'
$ 4,000.00
TRAFFIC CONTROL
AIR TESTING.
2,000.00
$ 2, 000.00
JET CLEANING AND VIDEO
3, 000.00
$ 3,000.00
50 TONS
TEMP AC . `
50.60
TON
$ 2, 500. 00
MOVE IN -. MOVE OUT EQUIPMENT
3,500.00
$ 3,500.00
28.5
66" STEEL CASING AND BORE (APPROX. COST) .�
60, 000. 00
$ 60, 000.00
$ 1,369,210.00
16
RAISE MANHOLES TO'GRADE 3 TIMES -
6,400.00
EA
$ 19, 200.00
* CHRIS KING TO TAKE CARE OF..