3508fr. � c • V 1
NOTE: Itl
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: 8/1/01
Subdivision Improvement Permit — Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION AVENUE 50 AND WASHIRGTON STREET
(Street address or Description of Location)
PURPOSE OF CO ST`RUCTION PAVING,CURB,AND GUTTER Sketch (attach construction plans if appropriate)
FOR TRACT 19�$6
DESCRIPTION OF CONSTRUCTION SEE ATTACHED SPECIAL CONDITIONS
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN 8/1 D1 TO 1CU 1/O1
APPROXIMATE TIME OF COMPLETION 2 MONTHS
ESTIMATED CONSTRUCTION COST $ 172,313.00
(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 Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Appcant or Agent
CENTURY CROWELL COMMUNTIES 909 381 6007
Name of Applicant (please print) Business Address Telephone No.
SAME AS ABOVE
Name of Contractor and Job Foreman
714188 B
Contractor's License No.
INSURANCE COMPANY
Applicant's Insurance Company
Business Address
FEES: Subdivision Improvement Permit — Class 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:
Receipt No.
$ 5.170.00
100.00
$ 5,270.00
Received by Date
Telephone No.
02120
City Business License No.
NWC 544068-00 f=:Z'
Policy Nu
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PERMIT VALIDATION
PERMIT NO. 3508
DATE APPROVED 8/01/01
EXPIRATION DATE
12/31/01
DATE ISSUED 8/03/01
By /1 — 1►
Administrative Authority
Recorded by 11 Telephone: (760) 777-7075
SPECIAL CONDITIONS --PERMIT NO. 3508
--- Century Crowell Communities ---
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. Century Crowell Communities, 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, 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 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m to 7:00 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
Work shall be prohibited on legal holidays and Sundays.
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 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. 3508 . Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 3508
--- Century Crowell Communities ---
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.
10. Should additional work, materials, or modifications of thework 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.
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 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.
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. 3508 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3508
--- Century Crowell Communities ---
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(l) 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 - Permit No. 3508 Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3508
--- Century Crowell Communities ---
C. Permanent pavement installation /replacement shall be installed using a City approved'/4" max
medium asphalt concrete as the base course lift and a City approved'/s" 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 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.
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 the excavation, installation and placement of the street improvements for
Tract 29586 per the approved Street Improvement plan dated 4/17/01.
19. It is the permittee's responsibility to comply with the California Regional Water Quality Control
Board's National Pollutant Discharge Elimination System (NPDES).
Permittee/contractor shall comply with all requirements of the Community Development Department
related to but not limited to Archaeology/Paleontology Etc. and all condition of Tract 29586.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 3508 Page 4 of 4
CENTURY CROWELL COMMUNITIES TEL:909 381 0041
7e03237893 MA—NIERO SMITH
JUL. =31' 01 fTUE) 16*:32
07/_'31/20@1 :6; 10
CENTURY,CROWELL COMMUNITIES
t7UNA FAIRWAYS
TRACT NO.29556
Grading and Street Improvements
QUANTITY AND COST ESTIMATE
(For Permit Purposes Only)
P. 003
PAGE u1/01
ITEM QUANTITY
UNIT
UNIT
AMOUNT
PRICE
Install 3" A.C. Pavement over 4,6" Crushed 78.353
S.F.
$1.34
$104,993.02
Aggregate Base unless otherwlt;e revised pursuant to General Dote 16
(Includes emergency access road, parking lots and chiannet Grossing)
Construct 6" Type "A-6" P,C.C, Curb and Gutter 2,836
L.F.
$10.00
$28,360,00
per Riverside +~ounty Standard Drawing No. 200
6" Barrier Curb 2,368
L.F.
$6.00
g18,864,00
Construct 16' Wide P.G.C. Driveway Approach 4,674
S.F.
$3.50
$16,359,00
Per Rive rSldca.County Standard Drawing No. 207
Construct 8' Wide P.C.C. Driveway Approach 00
S.F,
$3.50
$336.00
per Riverside County Standard Drawing No. 207
Construct 20' Wide PCC Driveway Approach 414
L.F.
$3.50
$1,449,00
per Riverside County Standard Drawing No, 207
Construct 3' R.C.C. Ribbon Gutter 100
S.F.
$4,00
$400,00
par Riverside County -Standard Drawing No. 200
Construct Access Romp 1
EA.
$750.00
$750.00
per Riverside County Standard Drawing No, 403
Install Street Name Sigr. 1
E-A.
$250,00
$250.00
per Riverside County Standard Drawing No. 816
Install Standard 30" Stop Sign with 12" Stop $pr 1
EA.
$500.00
$500,00
Sawcut Exlsting A.C. Pavement to allow62
L.F.
$1.00
$52.00
smooth join wilh new A,C. Pavement
5' Nigh Glock/Wrought Iron Perimeter wall 2,484
L.F.
$40.00
$99,360.00 ,
Grading 33,870
C.Y.
$1.50
t�
$50,805.00
Geo�grld Wall (10' high x 2,460 L.F,) 24,800
S.F.
$14.20
$352,160.00
20' wide Bmerganay Access Gate 1
EA.
$1,200.00
$1,200,00
Subtotal
1875,_838.02-
Contingency 35%
523�,643.31
TOTAL
$912,381.33
Mainiero, Smith and Asso4iatea, Inc_ m5liou no repr000ntation concerning the estif fated 9wantilies on Fase olans
other then all such figures, including all eanhovork nurnbcrs ere preliminary estimates
only. The
Engineer snail
not
be responsible for any o.eviations between estimateq quantitivu anti tine actual quantities
at the time
of construction,
.Ti 11 -71 -ac1r4a TIDE- 16:36 TEL: 76M-777-7155 NAME: PUBLIC WORKS
7111 inl
P. 3
JUL. -31' 01 (TUE) 16:31 CENTURY CROWELL COMMUNITIES TEL:909 381 0041 P.002
--- ----- _\------`- -------------
NOTE:
With proper validation
thls form constitutes on CITY OF LA DUINTA
encroachment permit APPLICATION FOR. PERMIT
PUBLIC WORKS CONSTRUCTION IENCROACHMENT)
For the conetruetlon of public or private curbs, drivew■ve, psvem■nte, aldowelks, parl0no lots, -aware, water matins
and other like public work) Improvam■nte in connection with MINOR IMPROVEMENTS and APPROVED SURAIVISIONS
DATE:- 1-0/
LOCATION OF CONSTRUCTION
64bdlybion Improvement Permit - Close III �..
h Minor, Improvemont permit Close IV
Ieaees addna or P-Krlptlon of I_ocadonl
puRPOSF OF CON6T CTION Sketch (attach eonstrUctlon plant If eppro a a ,, 1
nESCRIPT98N OF coNSTRuc710N
DIMENSION OF INSTAI.I.ATION OR REMOVAL...
SIZE OF EXCAVATION, IF NEEDED! f _4
APPROXIMATE T HEN WORK WILE 6EOIN- - - ��G:L
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COSTS
(Ineiudlno removal of all obstruction, metorloh, ono'debrle, bactfflling, mm-
paction and piecing permanent resurfacing and/or replacing improvements)
In coneidmdon of the granting at this parmlt, the applicant hereby &gross to:
indemnity, Attend end aava the CRY. IN sumorl■ed aeerna. officer+, raPr&Mmsdvs, and dr"Ployaer, harmleer from and eP&In t any 1n4 all
penaNlm, hsaellla or Iota m idng from cNlmr err court action and arldng out of any mccloant, lea or d■mm to persona or prtrpUtV
happentrra or oevurrinp is a proalnttta result of any wufk undertaken urwar the parmlt punted prl"Ont m this tppllutlon.
Notify the Adminlprltive Authority at least paantvfeur 1241 hours In aOMM of the firm Mtn wotlr will in IUAW.
comply vdth all eppliaaWe City Ordlnanea, Ma terms and conditions of on permit and all eppllwWs rules and reaulatlons of the Clty of
U Oulnu and to pay for any additlorue nrplrroanlent naoawry as the result of thle Work. , A
Slgnoturs of AP*Unt or A1-9
Name of Appli t Iplust Printl p 6udnan Addr a /Telophnno No.
iLa-12:2i� ad -
Name of Contractor and Jab Foreman Susiness Addrees Telephone No.
a
Contractor's 1.1cliense No. City flullness 1-10811" N
ApalicrmYs (nwren� w mpenwl Policy Numbr
FEES: Subdluldon Improvement Permit - Claa 111
Public Improvements: 9% of salmatad construatlon COab
Private Improvamants; 5%of astlmeted eorlatJuotfon costs
Minor Improvement Permit - Clan IV; Sae attached schedule
54
Inspctlon Fee i �J70
Permit Fee �'Iy
Penalty Zice
Caah Dapoelt•Surety Sand
if required � ��GGff
TOTAL: S�2-17 9) �—
Rsalpt No.
Received by Data
Recorded by
2774
PERMIT VALIID/
PERMIT NO. _�.—
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
6Y
t sod_ nriihiltratlue Authority
Telephone: (819)777.7076
JUL-31-2001 TLIE 16:35 TEL:760-777-7155 NAME:PUBLIC WORKS P. 2