2898NOTE: '
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: February 9. 1999
Subdivision Improvement Permit— Class III
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION 79-890 Riahwav 111, La Quinta
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION InataIi Aewer & water Sketch (attach construction plans if appropriate)
DESCRIPTION OF CONSTRUCTION Trench. backfill and
renYaae a.c.
DIMENSION OF INSTALLATION OR REMOVAL 63 feet for
wAtAr line. 260 feat for sewer line.
SIZE OF EXCAVATION, IF NEEDED Sewar. 8 — 13 feet
Waatert 4 feet
APPROXIMATE TIME WHEN WORK WILL BEGIN AS
APPROXIMATE TIME OF COMPLETION 30 dAvs
ESTIMATED CONSTRUCTION COST $ 7.050.00
(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:
SEE ATTACHED CONDITIONS.
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.
O .t
Signature of Applicant or Agent
A.J. P.ndekford 18173 S. Pioneer, Suite A 865-2282
Name of Applicant (please print) Business Address Telephone No.
T^^ V^vrMn"a
Name of Contractor and Job Foreman Business Address Telephone No.
222840 4477
Contractor's License No. City Business License No.
GArline America 8020910 GLP
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $
211.50
Permit Fee 00.00
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ 311.50
>K
Receipt No.
Received by Date
� ?r
PERMIT VALIDATION
PERMIT NO. 1 2898
DATE APPROVED 2/9/99
EXPIRATION DATE 4/15/99
DATE ISSLfED
►Wv "� �� Administrative Authority
Recorded by 11 Telephone: (619) 777-7075
DAILY CONSTRUCTION REPORT
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---------------------=--
CIT4
NOTE: - FEB
0 1999 -
With proper validation F
this form constitutes an �5
encroachment permit . ,CITY OF LA„OUINTA`,p.1j �l'
APPLICATION FOR PERMIT
- PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)-
C�'fl0F
t For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR. IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I II
DATE: �gC� Minor Improvement Permit Class IV
LOCATION OF N TRUCTION
` (Street address or Description of Location) T
A PURPOSE O�FLCONSTRUCT�N. Sketch (attach construction plans if appropriate)
• QESC IPTI O R O C. Al Wl �1:�%i�
f G$
' DIMENSION OF INSTALLATION
a.
r SIZEbF A I F NEE ED f•
��-
APPROXIMATE TIME WHEN WORK WILL BEGIN
t
APPROXIMATE TIME OF COMPLETIO
' ESTIMATED •CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, badtfilling, com-
• paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Iridemnify,.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 epplicable 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'o this rk.
ig ature oftplicantor Agent
i !s�
Name of Ap t (Ple se printp Business dress Telep a No.
Name of Contractor a J Foreman Business Address lephone No.
Contractor's Licelise No. CiCitJy,Business License No. �(i&hf
Applicant's Insuran 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 2774
Inspection Fee $ PERMIT VALIDATION '
Permit -Fee olo 1)0 PERMIT NO.
Penalty DATE APPROVE (=-9
Cash Deposit -Surety Bond
if required I EXPIRATION DATE
TOTAL: $ 3�! S0.. DATE ISSUED
Receipt No.-
�+. y By
Received by Date .,Administrative. Authority
Recorded by Telephone: (619) 777 7075
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 Qiiinta right of
wayONLY. , 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. Ali 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 seal cost 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 not 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 Quints 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•andemergency 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.
/R3 J U71IM 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 andin conformance with City of La Quints Road Improvement Standards and
Specifications, Ordinance #461.
R5 PARKWAY GRADING: Area between the property line and top of the proposed concrete curb shall be graded to a slope of
1/4 inch to one foot (1').
�.. _ GRADE CHECKING: City of La Quints 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 L_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.
RIO ' SOH, STERILIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall.commply with the
manufacturer's specifications.
Rll COORDINATE WORK: The proposed work shall be subordinated to any operation which the State of California or City of
La Quinta may conduct in this area during the period of this permit. Work shall be coordinated with the State or City of La
Quinta forces to preclude delay or interference with State of City of La Quinta projects.
12 SURVEY MONIJMEN'I'S: 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.
13 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.
R14 LIMIT OF EXCAVATIONS: Excavations shall be limited to 1000 linear feet of open trench before backfill operations must
begin. All excavations shall be properly barricaded with lights overnight, on weekends and holidays for the protection of the
traveling public. The Public Works Inspector shall determine the suitability of excavation barricading in each case. No
excavation shall remain open for a period exceeding five (5) days. No excavation shall be made unless the construction
material is actually on the work site.
R15 BACKFILL MATERIAL: Backfill shall be free of brush, roots or other organic substance detrimental to its use for purposes
of producing an adequately consolidated backfill: Any material which the City of La Quinta deems unsuitable (spongy or
saturated material) which is encountered during excavation shallnot be used for backfill, but shall be supplemented or replaced
by an approved sand or gravel.
R16 BACKFILL SAND: Backfill shall be approved transit -mix sand or equivalent and shall be'placed in lifts of not greater than
three feet (3') and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the roadway.
R17 BACKFILL PLACEMENT: Backfill shall be applied. in layers of not more than 50 percent of the total depth of the trench
before flooding or a maximum of five-foot (5') lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be 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.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in 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.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2") of SC-800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on 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.
SPECIAL CONDITIONS --PERMIT NO.2898
--- A.J. Padelford & Son Inc. ---
In addition to the standard permit conditions, the following shall apply:
l . , Pursuant to Section 14.16.320 of the La Quints 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. A.J, Padelford & Son, 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 7:001a.m. t6`5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May .l 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. 2898 Page l of 4
SPECIAL CONDITIONS --PERMIT NO.2898
--- A.J. Padelford & Son Inca ---
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 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-L3 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. 2898 Page 2 of 4
p
SPECIAL CONDITIONS --PERMIT NO.2898
--- A.J. Padelford & Son Inc. ---
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`randoinly 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 endof 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 backfilied 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 .
j length of trench is completely covered by steel plating.
1 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, Pursuant, to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
permanent pavement replacement shall be completed ,no later than seven (7) days after the,
completion of the work. Permanent pavement replacement shall conform to the following
conditions:
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench. edges. Edges
shall be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker
than existing of asphalt concrete over the same existing thickness of crushed aggregate base
or crushed miscellaneous base, meeting the requirements of Sections 200-2.2 .and 200-2.4 of
the Standard Specifications for. Public. Works Construction. The replaced pavement and base
I aterial 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. 2898 Page 3 of 4
SPECIAL CONDITIONS= -PERMIT NO.2898. "
-7 A.J., Padelford & Son Inc. ---
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. 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"
j oint created along each edge of the cold -milled area, and a new 0.10' lift of t/2" 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 t/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 3/4".max medium asphalt concrete shall be installed from
saw -cut edge to saw=cut edge flush with the existing street surfacer 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 shalLconform 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. y. '
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 Quinta Municipal Code (Ordinance 10 § 1 (part); 1.982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets"
not part ' f the Truck Route'network) is three (3) tons; trucks exceeding the weight limit may use a
c
. _restncted street if making a delivery or pickup on the subject street, or if this pe'rmit specifically
grants permission to 'use the street to deliver street construction materials and/or equipment.
19. Street closures or detours will not be allowed without prior approval of the City Engineer. If a street
closure or detour is needed, the applicant/permittee shall, submit a traffic control plan to the
Engineering Dept. for review.
-20. The City of La Quinta reserves the right to revoke;, suspend or void this permit at any time.
y ' ' r t i « ,•
Special'Coriditions - Permit No. 2898. •Page 4 of 4 '
•
1 4
`' =r DSA File/Appl. No.
: ';;iizan & Associates, Inc
:GEOTECHNICAL- ENGINEERING • ENVIRONMENTAL ENGINEERING OSHPD No.
CONSTRUCTION TESTING AND INSPECTION Permit No..
DATE: - CONTRACTOR.
1
PROJECT #:
PROJECT: PRESENT AT SITE: _
LOCATION: i.. w 1 a +_ I -j L C- C ' COPIES TO:
KRAZAN PROJECT MANAGER: r t - VA,I ` �'�
WEATHER: 4ri i � r�^� �✓r.�--/ _ TEMP: !Pr, �
EARTHWORKI EXPerformed compaction testing on the following: ❑ Performed observation for the following:
Description
Depth of Testing
%Required
Curve Sampled
Lab No(sl•
v Building Pad(s):
❑ Paved Area(s):
Trench(esl:
•t t -✓ .^C V' k
OJT
❑ Excavotion(s)/Other:
The following test ID / DID NOT meet required percent compaction: .7 J "
❑ Pending lab tests ❑ Phone results -ASAP to:
❑' Verbal results transmitted to:'
NOTES ❑ DISCREPANCIES ❑
% COMPL.ETE
Phone:
To the best of my knowledge, the abov WA 4 WAS NOT performed'in accordance, with the approved plans, specifications, and regulatory requirements.
Superintendent/Representative: Technician:
134-East.!\+orris Road 215 West Dakota Avenue 16120'Caputo Drive Suite C 123 Commerce Circle
.Bakersfield, CA 933081- Clovis, CA 93612 Morgan Hill, CA 95037 Sacramento, CA 95815
(805) 392-4490 (209) 348-2200 (408) 776-3100 (916) 564%2200
6� K1-aZan & Assoc iates,.lnc.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DSA File/Appl. No.
OSHPD No.
Permit No.
DATE:.,L'"� 7. ` 9C%' K CONTRACTOR: 4.j-/7,A D,E L FOR p �SD�
PROJECT #: 0Z ;_q&"4Z7. LO.R.:
PROJECT:' PRESENT AT SITE: 0�:ORGN/DNS
LOCATION: La n U, ey u. r_h _ COPIES TO:
KRAZANPROJECT-MANAGER: 2�(T (j��y`�� WEATHER: sL)nnq TEMP:?0
EARTHWORK, 0
Performed compaction testing on the following: ❑ Performed observation for the following:
s,
y
Description
Depth of Testing
% Required
Curve Sam -,,,
el d
Lab No(s).
❑-Building Pad(s):
❑ Paved Area(sl: '
..4
Y Trench(es):
(P.O.-To 0,0
t
k
❑' Excavation(s)/Other:
The following tests DID / DID NOT meet required percent compaction:
❑ Pending lab tests '❑ Phone results ASAP to: Phone:
❑ -Verbal results transmitted to:
L
❑=.NOTES ❑.- b[SCREPA, N(IES ❑ WCOMPLETE
l S A 12 f Ll'J fif'E 7w t c $: 5'- (, i5/03,5/ /7o % Location of tests
N r , rn
2 5fA
_ r v
3 5TA-12+7�To�YEsT ao-lr 105-,Q,1i.1 97 /o
u 5LA I1-t 75- APe Zorte 6,5' L i U lto ,11 5 -W-4
11 _1'-ra i21.-.R)'110�4iP5 -. 010-1•07.
7 Ufa i 3� -7S die 7ort�
k .ST,4 I-z,t7< jYr/1•4ref7a ���=N:S 91- 0 1 L,y Hwy !J!
g, STA lbfso Top4esf o.v-r.v i Dbju..Oda N
To the best of my knowledge, the abo a WAS / WAS NOT performedinaccordance with the apprbyed plans, specifications; and regulatory requirements.
. L
Superintendent/Representative: Tech
f
4231 Foster -Ave. 25418.74th Ave. S 215 West Dakota Avenue 550 Parrott St. #1 123 Commerce Circle
Bakersfield, CA 93308 Kent, WA 98032 Clovis, CA 93612 San Jose, CA 95112 Sacramento, CA 95815
}
(805) 633-2200 (253) 854-1330 (209) 348-2200 (408) 271-2200 (916) 564-2200
Haan & AssociatesInca.
GEOTECHNICAL ENGINEERING ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND, INSPECTION
OSA File/Appl. No.
OSHPD No�
Permit No.
DATE CONTRACTOR:-
PROJECT N;., 2 k o 9� . < . LO.R.:.
PROJECT'sr1Z. c�- ��✓t1[ tltr Af ' PRESENT AT SITE: -T
- _ r<(V r gr r).0 F
LOCATION ,� .�`
VlYi4& „., COPIES TO:
KRAZAN'PROJECT MANAGER: r WEATHER: TEMP: �% S
�� � L rr�` I`a) � r:..��'F� •
EARTHWORK Performed compaction testing on the following: Performed observation for the following:
Description Depth' of Testing % Required Curve Sampled Lab No(s).
Bu Id ng'Pad(s): --
❑�`Paved Arias):.-
❑ Trench(es)
.I 3
Excavatlon(s)/Other:
❑. The following'tes DID /- DID NOT meet required percent compaction:
❑ Pending lab tests-,'Phone'results ASAP"to: Phone:
L
❑ Verbal results transmitted,to: �r
NOTES ❑,`-;DISCRE.PANCIES ❑. %COMPLETE
rs
��-r 0 � o i U� 1 �� �. I zi+ � /. %ocation of. tests-
n I •tl lv . �
70,
To+the best of my knowledge the above O�A�l WAS NOT performed •in accordance with.the approved plans; specifications, and regulatory requirements.'
Superintendent/Representative:: "- y Technician:.'
4231 FosterAv"e. ' 25418 74th Ave. S. 215 West Dakota Avenue 550 Parrott St. #1 " ' 123 Commerce Circle f
Bakersfield, CA 93308 Kent; .WA "98032 Clovis, CA 93612 San Jose, CA 95112 Sacramento, CA 95815
(805) 633-2200 (253) 854-13.30 (209) 348-2200 (408) 271-2200 (916) 564-2200
Eafth,Systerns Consultants
Southwest -
'" 79-811B Country Club Drive
k Bermuda Dunes, CA 92201
i
(760)345-1588
(800) 924-7015.
'.
FAX (760) 345-7315
March 1 i, i 999 .
File. No. 071 h-01
'
99-03-777 "
A. J. Padelford & Son, Inc....
Post Office Box.185
- Artesia, California 90702-0185
f `
Attention: Mr. Joe Forchione•.
a -
Subject: Laboratory Test Results
r
CalTrans Class H Base, 3/4" Maximum
'
Project: Home • Depot Phase II
La Quinta, California
,This report presents the results of a laboratory test performed on one.sample, of CalTrans Class II
' aggregate base. The sample was delivered to our facilit
March 10, 1999. ?Cr your request the
following test was performed;
i
1) Sieve Analysis_ (Cal Test 202)
The laboratory test results are attached: We trust this meets
your current needs. If you have any
questions or'need further assistance please contact us.
Respectfully Submitted, .
EARTH. SYSTEMS'•
jCONSULTANTS
A_ - . ...
Southwest'
QPCFESS/C�r�
� PSG S.,y��C�Z
A•�
l
i�,�(~
h +
_
Mark Houghton , .
.'Materials
CO
Craig
ill CE 38234
3131/01
z
m
,
and Testing Supervisor ervi
SCE 38
ExP
-
•.sor
• r Letter/pc c
,
- �,y CIV11.3
`
OF CAL1
Distribution:2/A. J. Padelford & Son,, Inc.
1/BD File t
l/VTA File
` .
A
CONSTRUCTION REPORT
DATE
} OAY S nn X J.W S
WEATHER'
TEMP.
CONTRACTOR WIND
PROJECT MANAGER HUMIDITY
Bra
S.
Clear
Overcast
Ram
Srtow
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7045
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Report No.
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Mooer
Numio
AVERAGE FIELD FORCE .3
Name of Contractor Non -manual Manual . - Remarks
cTo��S frog, r ,
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VISITORS
Time Representing Representing Remarks
EQUIPMENT AT THE SITE
CONSTRUCTION ACTIVITIES
1 3 >�c-e itl der i -9� W7 4//2?1�74. fir. • 1-7
07
DISTRIBUTION: 1. Proj. Mgr. PAGE 1 OF PAGES
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PAGE 1 OF PAGES
BY �% ) TITLE
a
r DAILY CONSTRUCTION REPORT
DATE <.1 ID- 99
/�/ DAY S M T w S
PROJECT
JOB 'NO... q 96 WEATHER
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PROJECT MANAGER HUMIDITY
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Name of Contractor Non-manual,Manual Remarks
VISITORS
Time Representing Representing Remarks
EQUIPMENT AT THE SITE
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CONSTRUCTION ACTIVITIES
e w r, y/
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DISTRIBUTION: 1. Proj. Mgr.' PAGE+1 OF PAGES
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3. File
4. Client
BY TITLE
DAILY CONSTRUCTION REPORT
1 •
DATE
DAY S M T W $
PROJECT •��Ia�� L�����f'.
JOB NO.WEATHER
CLIENT TEMP.
CONTRACTOR WIND
PROJECT MANAGER HUMIDITY
ante
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Name of Contractor Non manual Manual Remarks
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DISTRIBUTION: 1. Proi. Mgr. t PAGE 1 OF PAGES
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3. File
4. Client
BY 6 // �/1�I'�ril���[�17 TITLE
DAILY CONSTRUCTION REPORT,
DATE
_. DAY L771
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Name of Contractor Non -manual Manual Remarks
�7079e s 0071
VISITORS
Time Representing , Representirig Remarks
DISTRIBUTION: 1. Proj. Mgr. PAGE 1 OF PAGES
2. Field Office
3: File
4. Client
BY Gee) TITLE f%fiv✓�l GGtG.