3073NOTE:
With proper validation
this form constitutes an CITY OF LA QUINTA
encroachment permit
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
DATE: 10/26/99
LOCATION OF CONSTRUCTION TR•29136— PGA WEST
(Street address or Description of Location)
Subdivision Improvement Permit —Class III
Minor Improvement Permit Class IV
PURPOSE OF CONSTRUCTION CURB & GUTTER,BASE COURSE Sketch (attach construction plans if appropriate)
PAVING ON KINGSTON HEATU,ROYAL, ST. GEORGE AND
DESCRIPTION OF CONSTRUCTION PART OF TIBURON. STORM
DRAIII SYSTEM
DIMENSION OF INSTALLATION OR REMOVAL SEE ATTACHED CONDITIONS
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ 305.000 / 110,556 STORM DRAIN
(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 Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
KSL/ GRANITE 38000 MONROE, INDIO, CA.92203 (760)775-1500
Name of Applicant (please print) Business Address Telephone No.
JONES BROS./ MARK JONES P.O.BOX 905, COACHELLA,CA.92236 (760)347--2291.
Name of Contractor and Job Foreman Business Address Telephone No.
89/172092
Contractor's License No.
2501/0153
City Business License No.
CONTINENTAL CASUALTY CO. WC 184190378
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule 30
Inspection Fee $ 12.467 II PERMIT VALIDATION
Permit Fee
100
PI ANCHECK (14, 250) CREDIT
Penalty
Cash Deposit -Surety Bond
if required AS
TOTAL
Receipt No.
1.000 BUILT DEP.
$ (683) CREDIT
Received by Date
PERMIT NO. 3073
DATE APPROVED 10/26/99
EXPIRATION DATE 10/26/00
DATE ISSUE I rn10/26//)9
By
Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
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I a 10/22/1999 -11:03 7603982012 JONES BROS PAGE 02/02
.a a OCT-22-1999 FRI 10.'29 AM KSL DEVELOPMENT CORP, :FAX NO, 7605647131 P. 02 ;
NOTE: �.
• Wrth Prvpfir vfilidatlon
this form constitutes an CITY OF LA QUINTA
` enerwchmentpefmh APPLICATION FOR. PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENTI
i
For the construction of public or • private curbs, driveways, pavememx, sldewalks, perking lots, towers, wwor rttplru i
and other like public works Irnprov~T, in conr�cction with MINOR IMPROV(;k16NT6 and APPROVED SUBDIVISIONS
2 Q Subdivision Improvement Permit — Class Ill
tr DATE: Minor Intprovemcnt Permit Clets IV
i LQfgT1ON F CONSTRt1CT[ON 0 P—� L ter -q 1
t5irsat admit or D=400sm Ot La6tlonl
r PURPOSE OF CONSTRUCTION w Skalr if (m4ah corw ruction plans If opproprlataly
o DESCRIPTION OF CONSTRUCTION
OIMEN910N OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
' APPROXIMATE TIME WHEN WORK WILL BEGIN
—a
APPROXIMATE TIME OF COMPLETION I In C5(,
` ESTIMATED CONSTRUCTION COST E s+
(Insfiudlrrg rorrroval of fill rtbatrueean, ma"flals, and dabrls, bockfilling, tam-
r pacdon tmd placing permanern resurfacing andlor TeblaeiM Imprdvempimsl
I In oondderation o1 0%v granting of this porinit, the applicant h6mbr West to:
tndenmilr. •da/and and aura the Cltr. It, authorized spWA, officers, rpprerentetivet and entrilo lies, Itamvlea rmm and spines any Yid all
- pplaltht. i1alliRN sitI= raaaing from arshm or oowl fiction arA arNRr) out $0 any O'Caidant. tea or 4_";P to aeFaftflf or Pra»:rfy
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IA Gown asd to p" for firw addldeast ff0so f4m naratantr as the malt of dry .ark
;;;; ure of Applimns or Agent t
_r t
llama of Applicant (please print) B r nfiss Address A� TalePhone No.
e
Nsnra of and Job Foreman )3usi Address Tebpflora No. .
v ContrstCtorf No.Ckv uaimrasLich No.
i
Di 1
AM9 's Inturana CARnY Policy Numb"
FEES: Subdivision (rf"!1110lrt Permit — Clue III
"IO Imprommenw. 3% of datMies" eorntruation eostfi
private ImproverneAW 3%of rstgmated constriction costs
Minor Improvement Permit — Gloss IV: Sea ltmcned fdtedula 2774
r
Impectbe Fee ! PERMIT VALIDATION ,
Permit Fee s PERMIT NO.
penally OATC APPROVED
Cesh VaPmit4yretV Bond ,
I If required EXPIRATION DATE
TOTAL:'.. S DATE ISSUED
fiacaipt No.
By""^'—� Admtn(stra((ve Authority
Rweived by Data---- .--
Rew►dad ,by Telephone: (6t 9) 777 7076
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The following General and Special Provisions am attached and made a part of Permit No.
* to
GENERAL PROVISIONS
The Mowing shall always apply:
ENROACEMENT 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.
7RACKLAYING CONSTRUCTION EQUIPMR471: Cleated tracklaying construction equipment shall not be permitted to operate on
any paved surface unless fiaW with smooth -faced meet pads. AD mechanical outriggers shall befitted with rubber street shoes to
protect the paving during,excavations.'Rubber4ired equipment only shall be used in backfill operations in paved aireas'. If the existing
pavement is scarred, spelled, or broken during the term of this contract, or if the pavement s, shall is marred, City of La Quintrequest
that thew 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 cost as specified above.
PROTECTION OF TRAFFIC: An excavations and work areas shall be properly lighted.1and barricaded as deemed necessary by the
City Engineer or La Quints City Public Works inspectors. Suitable detours and detour sign a shall be placed and maintained for the
duration of the project. The City shall be notified.24 hours in advance of any traffic detouis 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 Quints 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'compactign.
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.
D&WMER OPERATIONS: If do-wateriag operations are required and pumps we forcing water . on - City of La Quints, roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off-street barricades when necessary..
CLOSING SIREM: No street shall be closed. A mono -um Of one lane of traffic shaffbe maintained at all times to provide limited
access for the adjoining.property.owners and Ae
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:
N07MCA710N. Permittee shall notify the City at.(619)777-707S at least 48 hours in advance of starting construction.,
RZ UTELM CLEARANCE. (Substructures) Prior to making any excavation withii the City of La Quinta right of way,
authorized by permit., the permittee shall contact all concerned utility companies ;vlsfive to the location of existing
substructures. Damage to existing substructures resulting from operations condu4ted under" permit shall be the sole,
responsibility of the permittee.
UTUM CLEARANCE: (Surface Structures) No work @hall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall no* all concerned utility companies of the proposed work.
R4 PAVEMENr 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 i aggregate subbase course having an "R"
value of not low than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance 0461.
R5 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 im,(l 1.
GRADE. CHECXING:' City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
licensed engineer.
R7 . CURB REMOVAL FOR DRIVEWAYS:. A portion of the existing concrete cd,rb 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 U Quints Standard M.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to altir existing drainage pattern. Surfacing between the prop . am
line and the existing road paying shall be 2 1/2 inches of A.C. paving placed on,(j of class aggregate ban.
Driveway construction shau conform to attached drawing.
SIGHT CLEARANCE: Sight clearance of 600 fee in all directions shall be assured and maintained at all times.
R.10 SOH. SIERILEMU The . area to be surfaced shall be treated with soil stefiUzer. Rate of application WM comimply with.the
rnanufactumr'a specifications.
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SPECIAL CONDITIONS --PERMIT NO. 3073
--- KSL / GRANITE / JONES BROS. ---
In addition to the standard permit conditions, the following shall apply:
1. Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be performed in accordance with the latest edition of the Standard' Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. KSL / Granite / Jones Bros., hereinafter referred to as "Permittee", shall be responsible for providing
continuous dust and erosion control. All areas shall. be kept watered down daily including weekends.
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, 1992), 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: i
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. 8:0.0 a.m. to 5:00 pm.
Work shall. be prohibited on legal holidays and Sundays.
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5. Work performed within 500 feet of a signalized intersection is restricted 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 (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!
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Special Conditions - Permit No.3073 Page 1 of 4
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SPECIAL CONDITIONS --PERMIT NO. 3073
--- KSL / GRANITE / JONES BROS. ---
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8. 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 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. I
10. 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), except as otherwise
specified herein.
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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: f
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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.
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B. Backfill materials shall be brought to or maintained at an 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.
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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.
Special Conditions- Permit No: 3073 j Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3073
-=- KSL / GRANITE / JONES BROS. ---
F. 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.
G. 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.
H. 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.
I. 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.
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 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 20.0-2.2 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 - Permit No. 3073 Page 3 of 4
SPECIAL CONDITIONS =PERMIT NO. 3073
-- KSL / GRANITE / JONES BROS. ---
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 t/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 pavement which was properly protected in place during
the trenching operation located adjacent to the trench sawcut 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: two (2) feet outside the sawcut
removal lines.
• For longitudinal trenches located in a traffic lane: two (2). 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 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.
16. 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.
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17. 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.
18. This permit allows for construction of the storm drain system facilities and street improvements
(base course only) per the, approved plans for tract 29136. At the developers request, only a portion .
of the.improvements are permitted at this time, see attached exhibit.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time:
Special Conditions - Permit No: 3073 Page 4 of 4
EXHIBIT "B"
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LEGEND
OFFSITE IMPROVEMENTS
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I La Qulnto. CA 92263 FAX (019) 504-4000
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