2958)TE:
With.prvper validation
this form constitutes an
encroachment permit,
CITY OF LA .OUINTA
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: 4-12-99 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION JEFFERSON ST. SOUTH OF AVE. 52 TO AVE. 54
EAST TO MADISON ST. TO AVE. 60
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION UPGRADE TELEPHONE
FACILITIES & PROVIDE FUTURE TELEPHONE TO TRACTS
DESCRIPTION OF CONSTRUCTION PLACE UNDERGROUND
COUNDUIT & 10' x 10' PIT FOR MANHOLES
DIMENSION OF INSTALLATION OR REMOVAL 48" x 24" TRENCH
FOR CONDUITS & 10' x 10' PIT FOR MANHOLES.
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 322,937.00
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Sketch (attach construction plans if appropriate)
SEE ATTACHED CONDITIONS
C.#J 0 A4 r 00 ? G
S 4MoAjhM4,IjT Z D Fr&) 361,77(9-
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 and all applicable rules and regulations of the City of
La Quinta and to pay for.any additional replacement necessary as thevesutpof this work. n
ture of Applicant or Agent
IRISH CONSTRUCTION 2641 RIVER AVE., ROSEMEAD, CA 91770
Name of Applicant (please print) Business Address Telephone No.
IRISH CONSTRUCTION SAA
Name of Contractor and Job Foreman Business Address Telephone No.
97962
Contractor's License No.
1660
City Business License No.
AMERICAN INT'-L SPECIALTY INS. GL2670020
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I 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 $
11788.11
Permit Fee
100.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $
.11888+11
Receipt No.
Received by
Date
Recorded by
P A 1 6[)
MAY 101999
3A-Y% ,A
VALIDATION
PERMIT NO.
2958
DATE APPROVED 5-05--99
EXPIRATION DATE 5-05-00
DATE ISSUED
Administrative Authority
Telephone: (619) 777-7075
6W
SPECIAL CONDITIONS --PERMIT NO. 2958
--- Irish Construction ---
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance' 10 § I (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. Irish Construction, hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each working day and
more frequently if required.
4. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 1982), throughout
the work site, the Permittee shall comply with City regulated work hours. Operation and
maintenance. of equipment within one-half mile of human occupancy shall be performed only during
the following time periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 P.M.
May 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.
5. Work performed within 500 feet of a major and/or signalized intersection is restricted 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.
6. 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.
7. - 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, if required, 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.
Special Conditions - Permit No: 2916 Page I of 3
SPECIAL CONDITIONS --PERMIT NO. 2958
--- Irish Construction ---
8. Pursuant to Section 14.16.290 of the La Quints Municipal Code (Ordinance 10 § 1 (part), 1982),
street closures shall not be permitted. A minimum of one travel lane of paved surface shall be
maintained with flagmen at all times.
9. 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.
40. 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.
11. 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), and as required by
the Public Works Department. Native soils shall not be used as backfill material without the prior
approval by the City Engineer. Compaction tests shall be performed on backfill material as required
by the soils engineer or soils technician and provided'to the City's Inspector for approval prior to
paving.
12. 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.
13. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to
its original condition.
14. Access and egress to all local properties shall be maintained at all times.
15. 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 shall be replaced as follows:
a) Sawcut and remove existing a.c. surfaces a distance of one foot (P) beyond all trench walls,
including any sloughing or cave in of adjacent soils. Undermined a.c. surfaces shall be
removed. All a.c. edges shall be straight, clean and vertical. No "floater" (strip of asphalt
adjacent to curb and gutter or edge of pavement) of less than 3 feet shall be allowed to remain
in place.
Special Conditions - Permit No. 2916 Page 2 of 3
SPECIAL CONDITIONS --PERMIT NO.2958
--- Irish Construction ---
b) Provide an existing section (six -and -one-half inches [6'/2"] minimum) of crushed aggregate
or miscellaneous base material, compacted to 95% minimum relative compaction.
c) Provide an existing section plus one inch (1 ") [six -and -one-half inches (6'/2") minimum] of
asphalt concrete in two (2) or more lifts; the first lift(s) comprised of a base course a.c.
material,, of a City approved mix design, meeting the requirements of Greenbook class BAR-
4000; the final 0.10' lift comprised of a wearing course a.c. material, of a City approved mix
design, meeting the requirements of Greenbook class C2-AR-4000. All pavement edges shall
be flush with adjacent a.c. surfaces. Each lift of a.c. material shall be compacted to 95%
minimum relative compaction.
d) For transverse (cut across the width of the street) trenches greater than two feet (2') in width,
the Permittee shall perform a grind and a.c. overlay of 0.10' depth for three feet (3') in addition
to the pavement replacement specified above.
e) For longitudinal (cut along the length of the street) trenches, the Permittee shall perform a
grind and a.c. overlay of 0.10' depth within the lane width in which the trench occurs.
f) Multiple trench cuts, depending upon location and quantity, may require complete grinding
and 0.10' depth asphalt concrete removal and repaving, at the direction of and to the
satisfaction of the City Engineer.
g) All affected traffic striping shall be replaced to the satisfaction of the City Engineer.
16. Permittee shall notify the City of La Quinta Public Works Department a minimum of 48 hours prior
to commencement of any construction at (760) 777-7075.
17. Permittee shall stabilize any soil that was disturbed (shoulder areas, etc.) as a result of work
performed under this permit with an approved dust control treatment and provide continuous dust
control measures as indicated in the Fugitive Dust Control Plan, if applicable.
18. 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.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
20. This permit authorizes the installation of fiber optic line conduit in locations and alignment indicated
in drawings A-E (W.O: 0543-7FOOlAP). The alignment of the fiber optic line and the installation
of the GTE 'manholes shall allow for future Citywide improvements planned for Jefferson Street,
Avenue 54, Airport Boulevard, and Madison Street. Where ultimate improvements are planned,
GTE facilities shall be placed in such a way as to allow for such improvements. The City does not
authorize the construction of any GTE facilities which will conflict with proposed or future curb and
gutter alignments, or storm drain facilities. GTE shall bear the cost of relocating or adjusting any
improvements associated with this facility which are found to conflict with planned or future
improvements.
Special Conditions - Permit No. 2916
Page 3 of 3
The following General and Special Provisions are attached to and made a part of Permit No.
GENERAL PROVISIONS
The following shall always apply:
ENROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta 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.
TRACKLAYING CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fitted with smooth -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 operations 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 sealcost 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 La Quinta City Public Works inspectors. Suitable detours and detour signs shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detours or delineations.
CARE OF DRAINAGE STRUCTURES: Any drainage structure including 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 OPERATIONS: 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:
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
UTILITY CLEARANCE: (Substructures) Prior to making any excavation 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.
UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
l� 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 inches of A.C. paving placed on inches of class _ aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quinta Road Improvement Standards and .
Specifications, Ordinance #461.
�R PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 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 (_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 2 1/2 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
SOIL STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
11 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
Quints forces to preclude delay or interference with State of City of La Quinta projects.
SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
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 project clearance.
R13
OF XCAVATiONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
1 xcavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
ublic. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
n shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
is ctually'on the work site.
5 BAC TERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of prod ' g an adequately consolidated backfill. Any material which the City of La Quinta deems unsuitable (spongy or
saturat aterial) which is encountered during excavation shall not be used for backfill, but shall be supplemented or replaced
by appr ved sand or gravel.
�Gl �I C��'1CX l�t7vl S
BAC SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
MA
three fee 3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relat a mpaction of 95 percent shall be attained with the structural section of the roadway.
BA L LACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the trench
before fl mg or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill erial is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compac on all be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Whe pondin or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
je ng is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. 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 Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
/R 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 Section 6.3.01 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 2 inches of SC-800 shall be placed on a prepared subgrade. The SC-800 temporary paving shall be placed after a
maximum of 3000 linear feet of 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.
®PERMANENT PAVEMENT REPAIR: After backfill and compaction have been cfmpleted, a temporary patch consisting of
p��`" D Inches (2") of SC-800 shall be placed immediately. A permanent patch of ip1/Z inches A.C. surfacing placed on a
ff� % L inch elese = base shall be placed no later than days after commp eti—on of temporary road repair.
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.
23� STREET RFSTRIPING: Where street striping is still visible on streets 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 permittee 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 is becomes necessary to
restrict traffic, the work shall be restricted to a.maximum of 500 feet 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 90 percent or equivalent to 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.
PAVEMENT CUTTING: Pavement will be mechanically saw cut to a straight 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 of 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.
zl�I. LIM
begin.
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THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
Aon Risk Services, Inc-
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
Of Southern California
HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
611 Anton Blvd., Suite 1000
_ COMPANIES AFFORDING COVERAGE
Costa mesa, CA 92626
COMPANY
714-957-6005 _
A American Int'l Specialty Ins.
INSURED
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COMPANY
Irish Construction, a CA Corp.
B National Union Fire Insurance
Attn: Libby Hernandez
COMPANY
2641 River Avenue
C California Compensation Ins.
Rosemead, CA 91770
COMPANY
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POLICY PERIOD
WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR
MAY PERTAIN, THE INSURANCE AFFORDED
BY THE POLICIES
DESCRIBED
HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF
TYPE OF INSURANCE
SUCH POLICIES, LIMITS SHOWN MAY HAVE
POLICY NUMBER
BEEN REDUCED
POLICY EFFECTIVE
DATE (MMIDD/YY1
BY PAID CLAIMS.
CO
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POLICY EXPIRATION
DATE IMMIDD/YYf
LIMITS
GENERAL LIABILITY'
GENERAL AGGREGATE 9 2,000,000
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X COMMERCIAL GENERAL LIABILITY
GL2670020
1/01/99
1/01/00
PRODUCTS - COMP/OPAGG
9 1,000,000
CLAIMS MADE X❑ OCCUR
PERSONAL & ADY INJURY
t: 11000,000
X OWNER'S & CONTRACTOR'S PROT
EACH OCCURRENCE
S 1,000,000
X XCU INCLUDED
FIRE DAMAGE (Any one flral
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MED EXP (Any cnc peraon)
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AUTOMOBILE LIABILITY
8
X ANY AUTO
CA8260212
1/01/99
1/01/00
COMBINED SINGLE LIMIT
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ALL OWNED AUTOS
BODILY INJURY
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SCHEDULED AUTOS
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X HIRED AUTOS
X NON -OWNED AUY05
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GARAGE LIABILITY
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DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS
City of La Quinta is named as additional insured as respects to work performed
by the named insured.
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SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
City Of La Quinta #1X
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILLS�WAIL
P.O. BOX 1504
30 W,V7EN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
La Quinta, CA 92253
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NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit S
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT) ' v�
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
4 12 99 Subdivision Improvement Permit — Class I I I
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION Jefferson St. south of Ave. 52 to Ave. .54
east to Madison St. to Ave. 60
(Street address or Description of Location)
P RPQ��EE OF CONSTRUCTION Upgrade telephone Sketch (attach construction plans if appropriate)
racilities & rovi e future telephone to tra=
DESCRIPTION OF CONSTRUCTION P ace underground(� L
conduit & 10'x10' pit for manholes ctfacJk Ga�G4('11Jv,s
DIMENSIOI`jOFINSTALL T`ONOFI,REMOVA 48 x2 trench
for.condduits & �0 x10 pit or manholes.
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 392.937.00
(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 and all applicable rules and regulations of the City of
La Ouinta and to pay for any.additional replacement necessary as the result of this work.
Signature of Applicant or Agent (626) 288-8530
ISk &-y\dyW_"la-V\ 2641 River Ave., Rosemead, CA 91770
Name of Applicant (please print) Business Address Telephone No.
Irish Construction SAA
Name of Contractor and Job Foreman Business Address I Telephone No.
97962 tg
Contractor's License No. A/1G►- czl,. fx'I GI
�. t2� City Business License No.
mp Y �Y11S .L,nO viT GL24fQoo20
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class I I I
Public improvements: 3%of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule 2774
Inspection Fee $ I (� �g ` , PERMIT VALIDATION
Permit Fee 0o
PERMIT NO.
Penalty
Cash Deposit -Surety Bond
if required o
TOTAL: $ I �. 8g D I
Receipt No.
DATE APPROVED
EXPIRATION DATE 5
DATE ISSUED
By
Received by
Date
Recorded by 11 Telephone: (619) 777-7075
Administrative Authority
CONTRACTOR INFORMATION
PLEASE COMPLETE WITH YOUR CURRENT INFORMATION
COMPANY NAME Irish Construction
COMPANY ADDRESS 2641 River Avenue, Rosemead, CA 91770
MAILING ADDRESS P.O. Box 579, 2641 River Ave-, Rosemead, CA 9.1770
PHONE NO. (626) 288-8530 FAX NO. (626) 573-5136
CONTACT NAME Lance Flej ter
CONTRACTOR'S LICENSE NO. 97962
TYPE OF CONTRACTOR'S LICENSE A
Initial
CONTRACTOR'S LICENSE EXPIRATION DATE 6/30/99 by BLDG.
WORKER'S COMPENSATION INSURANCE W991150611
POLICY NO. California Compensation Ins.
Initial
POLICY EXPIRATION DATE 1 / 1 /2000 by BLDG.
CITY BUSINESS LICENSE NO.
EXPIRES
Initial by
Finance
AUTHORIZED PERSONS TO SIGN PERMITS
NOTE: Your certificate of worker's compensation insurance must be presented at the
counter at the time of license issuance.
PLEASE RETURN THIS FORM TO BUILDING & SAFETY
- •� - ... € '.d;�. q,¢i_ _ .n ��... 4"l,o. z,3 tea_.... (•: �M�_si
to of California A e `
,e ?CONTRACTORS STATE, LICENSE BOARD ��
ACTIVE LIC_ ENSE "
'^97962 CORP
r IRISH CONSTRUCTI44
ON
k'c37t Z _sri. F_ci- 1 ..
s -
e aaai oust' AA . r L Y t c ' . - e ,_T .
`✓9®
06/30/199�_
K
AMENDMENT #1
ENCROACHMENT PERMIT #2958
This permit amendment is issued to implement the relocation effort of six. (6) GTE
vaults recently'installed at unapproved locations on Madison Avenue and on Airport
Boulevard. The authorized vault locations are shown on the six -sheet set of street .
improvement plans prepared by MDS Consulting and marked up by GTE engineering
staff with hand written notes added to the unsigned street plans. Each of the six sheets
have a GTE signature box in the lower right corner of the sheet with a GTE "WONO- of
7F001 AP"
Amend nt Authorized By:
PA
7 2
City of 1.7a Quinta Date
T:\PW DEPT\STAFF\SPEER\MEMOS\990702A.wpd
AMENDMENT #2
ENCROACHMENT PERMIT #2958
This permit amendment revises the pavement restoration requirement as originally*
issued with the permit. Special Condition #15 *is hereby replaced with the following,.
requirement.
\15. 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 shall be replaced as required" by the Public
Works Department, and will require a minimum of a one -foot (V) sawcut
adjacent to the trench sides or the from the furthest extent of all trench
settlement, including any. undermined pavement; grinding and capping of
existing pavement will be.required as determined by the Public Works
Department to meet field conditions and the layout of the trench
excavation.
This permit amendment was initiated to bring the requirements of this permit into
conformance with the permit requirements in Permit #2916 as issued to GTE on
3/11/99.to own and operate the subject facilities in the public right of way.
Amendme Authorized By:
2
City of La Quinta Date
T:\PWDEPT\STAFF\SPEER\MEMOS\990702B.wpd
MUs
Planners • Engineers • Surveyors
79-799 Old Avenue 52 760/7714013
La Quinta, CA 92253 ,JUN 111999 FAX 771-4073
]PUBLIC WORKS
06/10/99
CITY OF LA QUINTA
PUBLIC WORKS/ENGINEERING
78-495 CALLE TAMPICO
LA QUINTA, CA 92253
ATTN: STEVEN SPEER
SENIOR ENGINEER
8�
RE: MADISON STREET/AIRPORT BLVD.
STREET IMPROVEMENTS/G.T.E. CONDUIT
DEAR STEVE,
WE HAVE HAD OUR SURVEYORS FIELD LOCATE THE G.T.E. MANHOLES FROM THE RECENTLY
INSTALLED G.T.E. VAULTS. THE ENCLOSED PLANS INDICATE THE MANHOLES AND/OR VAULTS,
WHICH ARE IN CONFLICT WITH THE PROPOSED* STREET IMPROVEMENTS AND IN ONE
INSTANCE WITH A PROPOSED SEWER INSTALLATION ON AIRPORT BLVD. A SUGGESTED
SOLUTION IS OFFERED AT EACH CONFLICT. '
WITH THE SUBMISSION OF THIS LETTER AND COPIES OF THE PLAN TO JOHN DURBIN, G.T.E.
FIELD INSPECTOR, WE ARE REQUESTING, THROUGH YOUR OFFICE, THE CONFLICTS BE
ELIMINATED PRIOR TO STREET IMPROVEMENT CONSTRUCTION COMMENCEMENT.
VERY TRULY YOURS,
GEOR PRINE
PRO T E INEER
T.E. STRU TION
JOHN DU BIN, I SPECTOR
KSL
KIM FINCHER
MUs
Morse Dokich SChMi&
JUL-22-99 THU 07:30 AM
a��r91>w a� i t
conmucTion
Southern California Region
COMPAINVY:
GRANITE CONSTRUCTION CO. FAX NO, 760 775 8353
FR01I:
NUMBER OF PAGES (r.NCL. COVER SKEET):
CO1VY7E\TS: -
DATE:
F.kX #:
From Facsimile (760) 775-8353. If You have any problems with this transmission, please contact sender
at (760) 775-7500.
GPLANITE CO.NSTRV-CTIOi\ CO'NSPANY ♦ SOUTHERN CALIFOILN'L-k REGION
3SO00 Monroe Street ♦ indio, California 92203 ♦ (760) 775-7 00 / FAX (760) 775-3353
P. 01
JUL-22-99 THU 07;31 Al'I GRANITE CONSTRUCTION CO, FAX NO. 760 775 8353 P,03
July 22, 1999
Irish Construction
La Quinta, California
Attention: . Eddie Grant
GRRnITE
MMUMM
10111 MY Sz9 aL
Project:
54" and Jefferson
La Qtdnta, California
Subject:
Caltrans Section 39, Asphalt Concrete Mix Design
Submittal
19.0 mm (3/W) Max Medium
PRODUCT CODE: T.13A86MM
We intend to provide 19 n m (3/4") asphalt concrete that conforms to the following criteria:
Sieve
X Val
Caltran;
Size
3/4" 1/2" W Sand #1 Sand #2
Total (L of PG)
Spec
% Used
11 21 20
48. 0
100
O.R.
1.5"
100 100 100
100
100
100
1.0"
100 100 100
100
100
100
3/4"
85 100 -100
100
98
95-100
V2"
35 78 100
100
88
3/8"
5 25 98
100-
73
65-80
No. 4
2 4 18
96
51
51(49-54)
46-56
No.8
.2 5
78
39
39(3840)
34-44
No.16
2
58
28
No. 30
1
44 ' .
21
21(18-21)
16-26
No. 50
No. 100
No. 200
PERCENT OIL:
TYPE OP OIL:
PLANT LOCATION:
AGGREGATESOURCE:
SAND EQUIVALENT:
STABILITY:
AIR VOIDS:
MAXIMUM DENSITY:
28
15
10
13
7
4.8
3.8
' S.0
AR 4000
Indio, Ca
Indio, Ca. (91-33-0030)
55
47
4.1%
146.91bs/ft3
If there are any quc-stions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANTTE,CONSTRUCT.ION CO
R Zy4U
ne iclzins
Quality Control Manager
Southern California Region
38000 Monroe St.
Indio, CA 92203
Phone 760/775-7500
FAX 760/7'75-8227
JUL-22-99 THU 07:30 AM GRANITE CONSTRUCTION CO,'
FAX NO. 760 775 8353
P.02
GRRnin
July 22, 1999
com muclion
coinmy SINCE
1922
Irish Construction
La Quinta, California
Attention: Eddie Grant
Project: 54`t and Jefferson
La Qui.nta, California
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal
12.5 mm (1/2") Max Medium, Type A
PRODUCT CODE: T13A44MM
We intend to provide 12.5 mm (1i2") asphalt conc.-rete that conforms to the following criteria:
Sieve
X.Val
Caltrans
Size 3/4" 1/2" 3/8" Sand #1. Sand #2 Total (L of PG)
'Spec
% Used '0 17 22 .61
0 - 100
O. R.
1.8" 100 100 100
100
100
1.0" 100 100 "100
100
100
3/4" 100 100 100
100
100
1 /2" 82 100 100
97
95-100
3/8" 30 100 100
88
80-95
No.4 4 20 95
63 63(59.66)
58-68
No.8 2 7 78
49 49(43-49)
44-54
No.16 2 58
36
No.30 1 44
27 27(22-27)
22-32
No. 50 28
17
No. 100 15
9
No- 200 9
5
3-8
PERCENT OIL:
5.5%
TYPE OF OIL:
AR 4000
PLANT LOCATION:
, Indio, Ca
AGGREGATE SOURCE: .
Indio, Ca. (91-33-0030)
r SAND EQUIVALENT:
55
STABILITY:
50
AIR VOIDS:
4,0
MAXIMUM DENSITY:
145.1 IWO
If there are any questions regarding this mix design, please contact the undersigned.
Respectfully Submitted,
GRANIT CONSTRUCTION CO
R- Layne 'chin
Quality Control Manager
Southern California Region
38000 Monroe $t.
Indio, CA 92203
Phone ?601775.7500
FAX 760/775-8227
l0i
'�— SR45(RT),_ W4
W57
—�►- i bo W57(LT (LT) W57
,(LTI
C30�i
C 18 OR O C 1 M C21 0 W2(LT) I• USE BULL NOSE ONLY IF TAPER
C23 OR W 1(LT) TERMINATES IN PARKING LANE I
S S S S OTHERWISE EXTEND USING
See Chart "A" I See Chart "A" I See Chart "A" See Chart "A" APPROPRIATE TAPER LENGTH
(SEE CHART A)
(4.7cm) (4.7cm)
,r
i1t � rat
u� ^�ppub
N � � v"N
Ain 0W DETOUR
AHEAD
C1
CLIP ON TYPE
CONE MOUNTED SIGNS
150'
Min.
-W44I — W44
i7(LT) f W57(LT)'z:4
N —
CW0
( IF REQUIRED )
12'
Min. W57
12' 44 _
Min. NI
Toper L
See Chart 'e See Chart 'A' See Chart "A'
C 18 OR
N C21 11 C20 LT N C23
7(RT)
W57(RT) SR45(RT) �—
C13 ORO
C14
( IF REQUIRED)
FT. m
1 (.3)
.2 (.6)
12 _ (4)
18 (5.5) 'CENTER' NO. OF LANES
50 (15) RIGHT
100 (30) ROAD � SINGLE ROAD LANE
150 (45) CONSTRUCTION LEFT SEDE LANE WORK CLOSED
Conversion Table AHEAD AHEAD AHEAD AHEAD
for ties & spacing. C23 C30
C18 C21
C20
END
NOTES LEGEND CONSTRUCTION ROAD WORK
1. A Flashing Arrow sign shall be used for each lane closed. H TYPE m BARRICADE w/SIGN C13 C14
•2. Two lone closure signs (C-20) shall be used on the approach >-[ TYPE II BARRICADE W/O SIGN
to a lone closure with speeds of 45 mph (70 Km/h)or greater. • 28'(Itcm)TRAFFIC CONES W/13'(5cm) REFLECTIVE SLEEVE
NOTE: This chart based on 12-foot (4m) wide lanes. FOR DAY/NIGHT USE OR DELINEATORS IF DAY USE ONLY W57 (RT) KEEP
For lone widths greater than 12 feet (4m), i TRAFFIC CONE WITH CUP ON SIGN
use the following formulae: W PROPOSED SIGN AND POST
E)OSTING SIGN AND POST RIGHT
Toper formula:W1 LT SR45 (RT)
L = S x W for speeds of 45 mph or more. S SIGNALIZED INTERSECTION W2(LT) ( )
L = S x 2j�W for speeds of 70 Km/h or more. E FLASHING ARROW SIGN W44
L = — for speeds of 40 mph or less. W57 (LT) (DOUBLE SIDED)
HIGH LEVEL WARNING DEVICE WITH SIGN
60 __ REF: WTCP-20/23
L 150 for speeds of 60 Km/h or less. PM FLAGGER
Wbere: L = Minimum length of toper. TANS TOW AWAY NO STOPPING -- TO (SHOW HOURS)
S = Numerical value of posted speed limit CHART A
TANSAT TOW AWAY NO STOPPING ANY TIME
prior to work or 85 percentile speed. $ MINIMUM RECOMMENDED DELINEATOR/CONE
W = Width of offset. ® WORK ZONE LIMITS & SIGN PLACEMENT WORKSITE TRAFFIC CONTROL PLAN
i.e.: 50 mph and 19' lone; L = 50 x 19 = 950 feet DIRECTION OF TRAFFIC POM SPEFD TAPER tal+eM L OEUKATOR SPACNO SPAOW 5A0108CE (W two MIDBLOCK CLOSURE
6 x 602 urr TAM TANGENF & scamp Son
i.e.: 60 Km/h and 6m lone; L,- 150 144 meters E W xm 1 m �, m FOR ONE DIRECTION OF TRAFFIC
25 MPH (40) 125 Fr, (40) 25 Fr. (8) 50 FT. (15) 150 Fr. (45)
20o Fr (60)
„„ rr
a>F wba18 MTN A 'W
AM AN ARROW PONT
0 SEE NOTE 2
30 MPH (43
35 MPH (50)
40 MPH (60)
• 45 MPH (70
• 50 MPH (80
• 55+MPH (85
180 Fr. (55)
245 Fr. (75)
320 Fr. (100)
50Fr. (165)
600 FT. (185)
1000 FT. (305)
30 FT.
35 Fr.
40 Fr.
45 FT.
50 FT.
50 FT.
(9)
(11)
(12)
(14)
(15)
(15)
60 Fr.
70 Fr.
80 FT.
90 Fr.
100 FT,
100 Fr.
(18)
(21)
(24)
(27)
(30)
(30)
250 FT. (75)
350 FT. (105)
550 rr. (IM
600 Fr. (185)
1000 FT. (305)
'
p�
Sum
NONE
w+Awnc NO. 33
Eff
SyT"4 AVE
C13 OR
MI C 14
— 00L — — ��---
- � �dC44
�— SR45(RT). W4
—f- W57
—� ba W57(LT (LT) (LT W57)-4I
C30�j
r L
150'
W44
i W57(LT)`- JL
i1 —
C30�I
C18 ORIN C 1 M C21 M W2(LT) F USE BULL NOSE ONLY IF TAPER
C23 OR W 1(LT) TERMINATES IN PARKING LANE
I
S S S S OTHERWISE EXTEND USING
See Chart "A" See Chart "A" See Chart "A" See Chart "A" APPROPRIATE TAPER LENGTH
(SEE CHART A)
INSTALL MP TAI
(4.7cm) (4.7cm) FTO m ( IF REQUIRED )
1 (.3)
E ^� E .2 (.6)
N ^ v"N ^ 12 (4)
141) rnfl to W) OAHEAD
18 (5.5)
50 (15)
100 (30)
150 (45)
Conversion Table
CLIP ON TYPE for ties & spacing.
CONE MOUNTED SIGNS
NOTES
LEGEND
1. A Flashing Arrow sign sholl be used for each lone closed.
►=1
TYPE III BARRICADE w/SIGN
•2. Two lone closure signs (C-20) shall be used on the approach
>--c
TYPE n BARRICADE W/o SIGN
to a lone closure with speeds of 45 mph (70 Km/h)or greater.
•
R
28`(Ilcm)TRAFFIC CONES w/13"(5cm) REFLECTIVE SLEEVE
NOTE: This chart based on 12-foot (4m) wide lanes.
FOR DAY/NIGHT USE OR DELINEATORS DAY USE ONLY
For lone widths greater than 12 feet (4m),
V
TRAFFIC CONE WITH CUP ON SIGN
use the following formulae:
W
PROPOSED SIGN AND POST
Toper formula
EMSTING SIGN AND POST
L = S x W for speeds of 45 mph or more.
S
SIGNALIZED INTERSECTION
L = S x_ 2j�W for speeds of 70 Km/h or more.
FLASHING ARROW SIGN
L = 60 for speeds of 40 mph or less.
V
HIGH LEVEL WARNING DEVICE WITH SIGN
L = Sfor speeds of 60 Km/h or less.
FE
FLAGGER
150
Mere: L = Minimum Ien th of toper
TANS
TOW AWAY NO STOPPING TO —(SHOW HOURS)
( IF REQUIRED )
50'1 Toner L 150*1 Toner L I S S S
See Chart "A` See Chart "A" See Chart "A`
C18 OR
M C21 N C20(LT) M C23
12'
Min, W57(RT) ,_W 7(RT) I _
12 44 i�1t I I .- W57(RT) SR45(RT) �—
6a�=
1/5 1
ROAD
CONSTRUCTION
AHEAD
C18
END
CONSTRUCTION
C13
W2(LT)
TODer L
NO. OF LANES
�Fry LANE
LOSED
AHEAD /
W10
W57 (RT)
W57 (LT)
C13 ORO
C14
*C23.
LANE
CLOSED
C30
END
ROAD WORK
C14
KEEP
<* RIGHT
SR45 (RT)
(DOUBLE SIDED)
REF: WTCP-20/23
g - S = Numerical value of posted speed limit TANSAT TOW AWAY NO STOPPING ANY TIME CHART A
prior to work or 85 percentile speed. MINIMUM RECOMMENDED DELINEATOR/CONE
W = Width of offset. ® WORK ZONE LIMITS & SIGN PLACEMENT
i.e.: 50 mph and 19' lone; L = 50 x 19 = 950 feet DIRECTION OF TRAFFIC POSTED SPEED TAPER LENGTH L DaWATOR SPACNG SM SPACM IS WORKSITE TRAFFIC CONTROL PLAN)
6 x 602 1AYANM Or uwm MIDBLOCK CLOSURE
SOO
i.e.: 60 Km/h and 6m lane; L - 150 - 144 meters E1c,,, ,• TAPER ,• T°n m t °C`�0N FOR ONE DIRECTION OF TRAFFIC
25 MPH (40) 125 FT. (40) 25 FT. (8) 50 FT. (15) 150 FT. (45)
30 MPH (45 180 FT. (55) 30 FT. (9) 60 FT. (18) 200 FT. (60)
�acATE NnoRT11 TrTN 9T� 3S MPH (SO 245 FT. (75) 35 FT. (11) 70 FT. (21) 250 FT. (75)
Arc AN ARROv PONT 40 MPH (60 320 FT. (100) 40 FT. (12) s0 FT. (24) 350 FT. (105) DATE sr.�
. 45 MPH (70 540 FT. (165) 45 FT. (14) 90 FT. (27) 550 FT. (170) NONE
• 50 MPH (80 600 FT. (185) 50 FT. (15) 100 FT. (30) 600 FT. (185) oe-wwc NO. 33
• SEE NOTE 2 • 55+MPH (85 1000 FT. (305) 50 FT. (15) 100 FT. (30) 1000 FT.(305)
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EXIST IRRIG. STAND PIPE
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AND END IRRIG. LAT. 126-2.1
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. E PLANS OR .PRO EEDiNG ..WITH IMPROVEMENTS PURSUANT THERETO AGREES. CONDITIONS DU G E COURSE O 0 HE s : • . . .. :. THESE LAN C ,
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A T Y CONTINUOUSLY A NOT LIMITED NORMAL
,� - �, AIRPORT BOULEVARD
•. ITN FUNDERGROUND UTILITIES OR STRUCTURES NOT t SHALL BE MADE 0 APPLY CO UOUSI AND 0 BE L M TED TO 0 MAL
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RECORDS WORKING HOURS AND CONSTRUCTION CONTRACTOR FUTURE AGREES TO
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EXAMINED. THE. CONTRACTOR.IS REQUIRED TO TAKE DUE PRECAUTIONARY DEFEND, INDEMNIFY D OLD DES G HARMLESS FRO � Cf {� � ( ( O S 31 32
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EVISIONS APPR. DATE 0 C L INT. 0 .
RESPONSIBILITY.- TO NATIFY THE OWNERS OF THE UTILITIES OR STRUCTURES FROM THE SOLE NEGLIGE CE OF DES G RO ESSION l L1
1 CHRIS A. VOGT EXP. DATE fi 30 01 WASHINGiON STREET & 52nd AVENUE Zk 6. SOUTH OF PP 9 9 7 .
2 � B 2 D ELEV. 540.110
DESIGNED Y. R. RA Y
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0 L N D L 998
:.... ,..CONCERNED BEFORE STARTING WORK. sC ECKEO BY.
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