3145NOTE:
�VVlt,wproper 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,ofher like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
,. ,
Subdivision Improvement Permit —Class I I
DATE 125/00 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION DITNE PATXS RD. & Tr. 2751 A
(Street address or Description of Location)
CONSTRUCTION NTREETS, .,CURB, GUTTER & Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION
SEE ATTACHED CONIDTIONS
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN MARCH 2O00
APPROXIMATE TIME OF COMPLETION AUGUST 2000
ESTIMATED CONSTRUCTION COST $ 308.135
(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
CENTURY CROWELL COMM. (909)381-6007
Name of Applicant (please print) Business Address Telephone No.
SAME
Name of Contractor and Job Foreman Business Address Telephone No.
714180B
Contractor's License No.
02120
City Business License No.
GOLDEN EAGLE INS. NWC544068-00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III
;
Public. improvements: 3% of estimated construction costs
Private improvements: 36/o of estimated construction costs
;.
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $
9,244
Permit Fee 100
Penalty
Cash Deposit-Suret'yBond '
if required P14NCHECK (ignn) r PVnTT
+�
TOTAL: $ 4 ; 8144
Receipt No.
Received by Date
Recorded by
PAID
4 F�8 2 8 2000
P R�m
IT Y/ LID I }� f r1
PERMIT NO. 3145
DATE APPROVED =10z,1RQ66& 2/28/00
EXPI RATION.DATE
DATE
2/36/01
?!/sM�M 2/28/00
Administrative Authority
Telephone: (760) 777-7075
'NOTE:
xWi4h`proper validation
6i`s 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 III
DATE: 2/25/00 Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION ALINE PA3MS Pb. tx Tr.27514
(Street address or Description of Location) .
PURPOSE OF CONSTRUCTION DUREETS,CURB, GUTTER $ Sketch (attach construction plans if appropriate)
SIDEWALK
DESCRIPTION OF CONSTRUCTION
SSE ATTACHED CONIDTIONS
DIMENSION OF INSTALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN MARCH 2000
APPROXIMATE TIME OF COMPLETION AUGUST 2000
ESTIMATED CONSTRUCTION COST $ 308,135
(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 ApWp'l'icant or Agent
CENTURY CROWELL COMM. (909)381-6007
Name of Applicant (please print) Business Address Telephone No.
SAME
Name of Contractor and Job Foreman Business Address Telephone No.
714180B 02120
Contractor's License No. City Business. License No.
GOLDEN EAGLE INS. NWC544068-00
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class I I I
Y Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor. Improvement Permit — Class IV: See attached schedule
Inspection Fee $ 9,244
Permit Fee 100
Penalty
Cash Deposit -Surety Bond
if required PLANCHE T (A. %0nN rRrnTT
TOTAL: $ 4,844
Receipt No.
Received by
Date
PAID
FEB..2 8 2000
PERMIT ALI TQ� N
--
PERMIT NO. 3145
`
DATE APPROVED R 2/28/00
EXPIRATION
DATE 2/26/01
DATE ISSU" ED' " 2/28/00
Administrative Authority
Recorded by
Telephone: (760) 777-7075
RE
CET"D
--------------
--------- •7-7 ---- 7 --------
7-FEff-y -------------------- -
NOTE:
With proper validation
this form constitutes an CITY OF .LA QUINTA-PuBLIC WO
encroachment permit
APPLICATION FOR, PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
0
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
rol
DATE: lior Improvement Permit Class IV
LOCATION OF CONSTRU CTION
A,7 t?
(Street address or Description of Location)
PURPOSE Of r ,ONSTRUCT ION Sketch (attach construction plans if appropriate)
DE36R IPTION OF CONSTRUCTION
DIMENSION OF INSTALLATION'OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED
APPROXIMATE TIME WHEN WORK WILL BEGIN
077Z)
APPROXIMATE TIME OF COMPLETIO
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:.
Indemnity, -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 AdmInistr;iiva Authority at least twenty-four 124) hours in 8dy8ncer0f 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 Quints and to pay for any additional replacement necessary as the result of this work.
Signature of Applit t;6�or Agent --f . . .
Name of Applicant (Pfease print) Business Address Telephone No..
Name of Contractor and Job Foreman Business Address Telephone No.
-7 4 / ye IS . 0 / "R C)
Contractor's License No. City Busin ;V License �No
No.
Appliqnt's Insurance Company 1 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 2774'
! . — cl- 1,29 yi" _.
Inspection Fee $ 74 PERMIT VALIDATION
Permit Fee PERMIT NO.
Penalty
Cash Dep0sit-Surety 5 DATE APPROVED
,,
if requiredrl/EXPIRATION DATE
TOTAL: DATE ISSUED
Receipt No.
By
Received by Date Administrative Authority
Recorded by Telephone: (619) 777-7075
HH. 18. 2000 '�9:17AM DUDEK AND ASSOC NO. 5398 P. 1
TO.;:.0 LNTU RY— C R OWE LL
LIUMMIM,
FAX.
FAX TRANS MITT
A L
& ASSOCIATES, INC. 1111�����1111111111 I I . . . IIII I I I I I I A 1I11111 a I I I I III I I t I 121141 a I I I I I I a 011111 a I I I I I I I I a I I a r I I 111
PToftssiondlTea"U/firComplex Projects 75-150 Sheryl Ave., Ste. C, Palm ,Desert, CA 92211■ (760)341-6660 IN (760)346-6118 fax
TO:
FAX#
DATE
JOB NO, U
ATTENTION:
RE:
WE ARE SENDING YOU VIA FAX Attached ❑ Under separate cover via the following items:
These are transmitted as checked below:
❑ For your approval ❑ For your use
REMARKS:
❑ As requested For review and comment
n
STATEMENT OF CONFIDENTIALITY: The information in this facsimile message is legally privileged and confidential
information and is intended only for the use of the addressee listed on this cover sheet. If you have received this
transmission in error, please immediately notify us by telephone at the number indicated below to arrange return of the
document.
COPY TO SIGNED
If enclosures are not as noted, kf notify us at once.
DAVIS OCEANSIDE ORANGE PALM DESERT SANTA 13ARBARA CHANDLER. PHOENIX
FEB,1.8.2000 9.117AM DUDEK AND ASSOC
Preln-i; iaN-Cost Estimate Tract No.27519 September 7, 1999
N0.15398 P. 2
L
ITEM
1
2
3
IL
aEM
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
M
aEM
1
2
3
IL
ITEM
1
2
3
4
5
6
7
8
9
1.0
11
12
13
14
15
16
INSCRIPTION
Clearing & Grubbing
Rough Grading
Finish Lots
DESCRIPTION
6" PCC Curb & Gutter
6" Type-D Curb
8" PCC Curb & Gutter
6" PCC Cross Gutter & Spandrel
4" PCC Sidewalk
Handicap Access Ramp (2 ea.)
6" to 8" Curb Transition
6" Driveway Approach
Remove Existing Pavement
3" AC over 4 1/2" Crushed Agg.
4" AC over 6" Crushed Agg.
Street Name Signs
Stop Signs/Stop Bar
Catch Basin per Co. Std #1302
12" HANCOR HI-Q Storm Drain
18" HANCOR Hl-Q Storm Drain
24" HANCOR HI-Q Storm Drain
24" RCP Storm Drain
Sand Filter System
DESCRIPTION
8" VCP Sewer Main
48" DIA Manhole
4" VEP Laterals
DESCRIPTION
12" D.I.P. Water Main
8" D.I.P. Water Main '
6" Fire Hydrant Assembly
18" Butterfly Valve
12" Gate Valve
8" Gate Valve
12" Blind Flange
18"08"0 2" Tee
12" Tee
8" Tee
12"x8" Reducer
8"x45 degree Bend
8 x90 degree Bentr.
18" dia. Steel SI4
4 1" Domestic Service
1 1/2" Irrigation Se
UGH GRADI
136,819 C.Y,
70 LOTS
UNIT PRE
UN
$30,000.00 L.S.
$30,000.00
$1.50 /C.Y.
$205,228.50
$250,00 /LOT
$17,500.00
Grading SUBTOTAL $252,72.8.50
STREET -AND STORM IMPROVEMENTS
QTY
UNIT PRICE
AMOUNT
5,137 L.F.
$10.00
L.F.
$51,370.00
170 L.F.
$8.00
L.F.
$1,360.00
497 L.F.
$11.00
L.F.
$5,467.00
1,090 S.F.
$3.50
S.F.
$3,815.00
6,148 S.F.
$1.75
S.F.
$10,759.00
224 S.F.
$3.00
S.F.
$672.00
110 L.F_
$11.00
L.F.
$1,210.00
7,350 S.F.
$3.50
S.F:
$25,725.00
3,745 S.F.
$0.05
S.F.
$187.25
92,500 S.F.
$1.40
S.F.
$129,500.00
13,610 S.F.
$2.00
S.F.
$27,220.00
6 EA.
$250.00
EA.
$1,500.00
2 EA.
$350.00
EA.
$700.00
2 EA.
$4,500.00
EA.
$9,000.00
82 L.F.
$7.00
L.F.
$574.00
112 L.F.
$10.00
L.F.
$1,120.00
44 L.F.
$14.00
L.F.
$616.00
39 L.F.
$60.00
L.F.
0.00
2 EA.
$10,000.00
EA.
$ f0,0
Streets
SUBTO
AL $293,135.25
QTTY
UNIT PRICE
2,722 L.F.
$20.00
10 EA.
$2,000.00
1,960 L.F.
$12,00
Sewer
WATER IMPROVEMEM
9a
UNIT PRICE
290
L.F.
$40.00
2,770
L.F.
$25.00
8
EA.
$2,500.00
1
EA.
$2,500.00
8
EA.
$1,500.00
5
EA_
$1,000.00
2
EA.
$1,000.00
1
EA.
$1,700.00
2
EA.
$1,600.00
1
EA.
$1,500.00
3
EA.
$1,000.00
8
EA.
$200.00
2
EA.
$200.00
QYkOF Ess/oti 10
EA.
$300.00
70
EA.
$450.00
th 1" Mete 20 1
EA.
$600.00
0.24069
�
Water
r- AP. 12-31-2001
CfVL
AMOUNT
L.F.
$54,440.00
EA.
$20,000.00
L.F.
$23,520.00
SUBTOTAL
$97,960.00
L. F.
AMOUNT
$11,600.00
L. F.
$69,250.00
EA.
$20,000.00
EA.
$2,500.00
EA.
$12,000.00
EA.
$ 5, 000.00
EA..
$2,000.00
E.A.
$1.700.00
EA.
$3,200.00
EA.
$1,500.00
EA.
$3,000.00
EA.
$1,600,00
EA.
$400.00
EA.
$3,000.00
EA.
$31,500.00
EA.
$600.00
SUBTOTAL
$168,850.00
Job No.1902 - Aliso Del Rev
EEC,, 1.8, 1000 9 : 17AM DUDEK AND ASSOC
' Prelini,.,iar;,,Cost Estimate Tract No.27519 September 7, 1999
NO.5393
V.
gLM DESCRIPTION
1 Electric, Gas & Telephon
SUMMARY
OF IMPROVEMENT COSTS_
1
Rough Grading
2
Street and Storm
3
Sanitary Sewer
4
Water
5
dry Utilities
Sub -total
10% Contingency
TOTAL
PURITY
AMOUNTS:
1
Faithful Performance
2
Labor & Material
3
Monumentation
3
Monumentation
DRY UTILIJIES
9J:Y
70 LOTS
Qy,OFESS/ON
�l
co
a No.2406n
¢ EXP, 12-31-?'601 M
of CAUFO
UNII PRIG AMOUNT
$1,000.00 LOT $70,000.00
Dry Utilities SUBTOTAL $70,000.00
$252,728.50
$293,135.25
$97,960,00
$158,850.00
$70,000.00
$882,673.75-2
$88,267.38
$970,941
$970,941
$970,941
$10,000
$10, 000
LJ, KI_ 1n(1') AI;.- nnl 0.
The following General and Special Provisions are attached to and made a pan of Permit No. S
GENERAL PROVISIONS'
r no following shall always apply: �
ENROACHRAENP ON PRIVATE PROPERTY: This permit authori ss work to be'accomplished within City of La Quints. 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 tmcklaying 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 e4ipment'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 Quints shall request
_ that these portions of road be resurfaced over their entire width. Resurfacing shall consist of one coat of two inches (L' of A.C.
surfacing"plus appropriate seal cost as specified above. t
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 lie notified.24 hours in advance of any traffic detours or delineations.
1 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 end open drains shall be kept free of debris at all dimes for proper drainage.
` RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall' be removed from the -right
i of way. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately. after backfill and compaction.
t Existing gutter line and drainage' ditches shall be replaced to their original standard or better. All excess matarial 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 backfrll., t
DE-WATEIt 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: ( ,
} ,l NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance. of starting construction.
R2 UIUM 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
t substructures. Damage to existing substructures resulting from operations conducted under this permit shall be the sole
responsibility of the permittee.
y R3 ITI'IIdTY 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 inches of A.C. paving placed on t inches of class aggregate subbase course having an "R' "
value of not lase than and in conformance with City of La Quinta Road Improvement Standards and
Specifications, Ordinance 0461. ' }
R5 PARKWAY GRADING: Area between the property tine and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (I).
GRADE CHECKING: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer.
f•
' 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
~ _ s concrete driveway approach shall be constructed in conformance with City of La Quint& Standard #207.
yt ,
118 DRIVEWAYS: A.C. driveways shall be concocted as not to alter existing drainage pattern. Surfacing between the property
tine 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 coached dmwing.t
• R9 SIGHT CLEARANCE- Sigbt clearance of 6.00 feet inali directions shall be assured and maintained at all times.
R10 SOIL SIERII i7.ER: The area. to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with. the
manufacturer's specifications. ,
SPECIAL CONDITIONS --PERMIT NO. 3145
---CENTURY CROWELL COMMUNITIES ---
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), all
work shall be .performed in. accordance. with the latest edition of the Standard Specifications For
Public Works Construction (SSPWC) and as directed by and to the satisfaction of the City Engineer.
2. Century Crowell Communities, hereinafter referred to as "Permitted", 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 Permitted's
responsibility to appropriately detour and barricade all construction sites.
Special Conditions - Permit No. 314.5 Page I of 4
SPECIAL CONDITIONS --PERMIT NO. 3145
---CENTURY CROWELL. COMMUNITIES---
8: Pursuant to Section 14.16.290 of theta 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 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.
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. 3145 Page 2 of 4
SPECIAL CONDITIONS --PERMIT NO. 3145
---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, Perm ittee 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.
1.4. 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 1.0 § 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 20072.4 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. 3145
Page 3 of 4
SPECIAL CONDITIONS --PERMIT NO. 3145
---CENTURY CROWELL COMMUNITIES---
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''/s" max medium finish course lift
for capping. .Asphalt concrete mix design shall be approved by the City prior to its placement.
D. For transverse trenches across improved streets, the existing pavement surface, three (3) feet
on either side of the excavated trench, shall be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of %" max medium
asphalt concrete pavement overlay applied throughout the cold -milled area.
E. For longitudinal trenches within improved streets, the existing pavement surface, through the
lane width (within lane line striping), shall. be cold -milled to a depth of 0.10', with a "butt"
joint created along each edge of the cold -milled area, and a new 0.10' lift of/z" max medium
asphalt concrete pavement overlay applied throughout. the cold -milled area.
F. If grinding and capping operations are not performed in the same day as base paving
operations, the base course lift of V 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 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 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.
18. Pursuant to Chapter 12.56 of the La Quints 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. This permit allows for construction of the street improvements (pavement, curb and gutter, sidewalk)
to Tract 27519 per the approved plans prepared by Dudek & Associates.
20. The City of La Quinta reserves the right to revoke, suspend or void this permit at. any time.
Special Conditions - Permit No. 3145 . Page 4 of 4