2665-.NOTE:
With proper validation - O
=-this form -constitutes an
' encroachment permit'' CITY. OF. LA QUINTA
.f`x. APPLICATION",. FOR PERMIT,
i,. PUBLIC WORKS'' CONSTRUCTION (ENCROACHMENT),
f l''F.or the construction: ofpublic-or'private'curbs; driveways, pavements, sidewalks;'parki ' 'lots; sewers,. water, mains
and other like public works improvements in connection with MINOR -IMPROVEMENTS and APPROVED•SUBDIVISIONS
•
Subdivision. Iimprovement Permit — Class III
x'DATE;�k, �.00tc be>r 21"�' .i997 : �. :.�.. i,� n. *; r.. '�. • w 1 ��: nYMinor Impr vemeri Permit t, 2;," -•
o t Class IV
LOCATION OF CONSTRUCTION PGA West "' Riviera' Sts 'betWaa�n .Taek-Ac'kl;o� �.
and kation ,.
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION =pt>tGA 'j Sketch (attach construction plans if appropriate)
DESCRIPTION 0E-:
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*90''dd.en Enginee'ring'.
6782 Stanton Ave.,, Suite E, Buena Park, CA 90621 (562) 864-4121 (714) 523-0952 Fax (714) 523-1369
39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (760) 772-3893 Fax (760) 772-3895
February 17, 1999, Project No. 522-7029-9217
KSL Development Corp..
56-140 PGA'Boulevard .
La Quinta;- California 92253 .;
Attention: _,,'Mi., Kim Fischer
Project: PGA -West
Riviera -Tract 28340-2
La Quinta, California
Subject Summary of Asphalt Test Results
i
Summarized: herein- are the results of extraction/gradation testing of asphalt, samples
obtained from the above referenced project site. The samples were obtained on February,
13, 1998 .during the initial base course paving and on December 17, 1998 during the
paving of the' -surface course: The samples were delivered to Inland Foundation ,
Engineering;.. Inc. for, testing. Test. results are attached along with the applicable asphalt
mix design specifications.• .
It should be noted that- two of the initial samples obtained during the, base course paving
indicated several sieves sizes out of spec. The initial paving also included several areas of
visible segregation and the pavement experienced raveling to varying degrees shortly, after
paving.- Theo -Areas were 'removed and repaved under the direction: of the City of La
Quinta personnel and the. paving contractor.. The'recent testing of the asphalt cap material
indicated that the .samples`were slightly coarse in the middle grain -size ranger The results
are all . very, near the design, operating range and should not adversely affect pavement
appearance or future performance. .
If there are any ,questions regarding this report or the testing summarized herein, please
contact the undersigned.
QROFESS/pi,_
Respectfully submitted, V. AMoF`Y�lEyc
SLADDEN ENGINE G
1 - City of La Quinta
INLAND FOUNDATION ENGINEERING, INC.
Consulting Geotechnical Engineers
1310 South Santa Fe Avenue
San Jacinto, California 92583-4638
(909) 654-1555
FAX (909) 654-0551
March 3, 1998
Project No. S435-001
SLADDEN ENGINEERING
6782 Stanton Avenue, Suite "E"
Buena Park; California 90621
Re: Laboratory Test Results on Samples of Asphalt Concrete Paving from the Riviera Tract
(turn out).
Gentlemen: "
Transmitted herewith are the results of laboratory testing performed on samples of Asphalt
Concrete 'paving. The samples were obtained by your representative and brought to our
laboratory on February 19, 1998 for testing. , Our testing was performed in accordance with
current CalTRANS and ASTM test methods. The results of our laboratory testing are appended.
These test_ results relate only to those items tested. This report shall not be reproduced without
the written authorization of Inland Foundation Engineering, Inc. Partial reproduction of the
report is strictly forbidden. ' The laboratory testing was performed in accordance with the
appropriate methodology as-well-as contemporary principals and practice. We. make, no other
warranty, either express or'implied.
We hope this information is sufficient for your present needs. If you have any questions, please
contact our office.
Respectfully,
INLA FO ON ENGINEERING, INC.
Donald 0. Swenson, P.E.
DOS:jg
Distribution: Addressee (2)
_
SAMPLE NO.
At 8:15
Sample #1'
At 8:15300'
Sample #2
from W.
End, Sample #3T
At 11:45
Sample #4'
SIEVE SIZE
1"
100
.100
100
100
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100
100
99
100
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85
99
88
93
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86
80
69
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38
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4.8
5.2
4.4
INLAND FOUNDATION ENGINEERING, INC.
Consulting Geotechnical Engineers
1310 South Santa Fe Avenge
• San Jacinto, California 92583-4638
(909) 654-1555
' FAX (909) 6S4-0551
January 15,,1 Ogg ,
Project No.: S435-001
SLADDEN ENGINEERING
6782 Stanton Avenue, Suite E
r Buena Park,.California• 90621
Re: Laboratory. Testing - Asphalt Concrete Extractions and Gradations
R Gentlemen:
Transmitted herewith are the results of laboratory testing performed on samples of Asphalt
Concrete'. The .samples were obtained by your representative and. delivered to our
laboratory on December 29, 1998 for testing. Our testing was performed in accordance
with current ASTM and CalTrans test methods.
These test results relate only to those items tested. This report shall not be reproduced
without the .written authorization of Inland Foundation Engineering, Inc. - Partial
reproduction of the report is strictly forbidden. The laboratory testing was performed in
accordance with the appropriate methodology as-well-as contemporary principals and
practice. We make no other warranty, either express or implied. The results of our testing
are appended.
We hope this information is sufficient for your present needs. If you have any questions,
• please contact our office..,
Respectfully, •.,
INLAN U S .,
/ NEERING, INC. ,
Donald 0. son• LE-
DOS:1g
Distribution:
Addressee (2)
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GRRniTE .
'
C01 S I UCM n •
compRm SINCE .
March 2, 1998
1922
City of La Quinta.
P. O. Box 1504 ,
La Quinta, California92253 ..
a.
Attention: Marcus Fuller
Project: Daily Plant Production
Granite Construction Indio
Hot Plant
La Quinta, Ca.
Subject: Caltrans Section 39, Asphalt
Concrete Mix Design Submittal
12.5 mm (1/2") Max Medium, Type A
PRODUCT CODE:.TI3A44MM ,
We intend to provide 12 mm (1/2") asphalt concrete that
conforms to the following criteria:
Caltrans
Sieve
X Val
Size 3/4" 1/2" 3/8"
Sand #1
Sand #2 Total" (L of PG)
Sped
% Used 0 17 22
61
0. 100
O. R.
100 - 100.
100
100
100
"1.0" 100 100
100
100
100
3/4" 100 100
100
100
100
82 100
100
97
95-100
30 100
100
88
80-95
No.4 - 4 20
95
63
63(59-66)
58-68
`No.8 2 7
78
49
49(43-49)
44-54
No. 16 s - . 2
58
36
No. 30 1
44
27
27(22 X71
22-32
No. 50
28
17
No. 100
15
9
No. 200
9
5
3-5
PERCENT OIL:
5.5%
TYPE OF OIL: '
AR 4000
PLANT LOCATION:.. °'
Indio, Ca .'
AGGREGATE SOURCE-,
Indio, Ca. (91-33-0030)
SAND EQUIVALENT:
55
STABILITY: -
50
AIR VOIDS:
4.0
MAXIMUM DENSITY:. N,.
145.1 IWO
If there are any quaestions regarding this mix
design, please contact the undersigned.
' Respectfully Submitted, :.r.
GRANITE CONSTRUCTION.CO
R. Layne Richins
Quality Control Manager .
Southem Califomia Region
38000 Monroe St. . .
Indio, CA 92203
Phone 7601775.7500
FAX 760/775 -8227
;,
GRRnin
DriMumon
"w
March 11, 1998
commm SINCE
1922 -
City of La Quinta
P.O.- Box' 1504.
La Quinta, California 92253
Attention Marcus Fuller
Project: Daily Plant Production
Granite Construction Indio Hot Plant
... La Quinta, Ca:
Subject: Caltrans Section 39, Asphalt Concrete Mix Design Submittal
19.0 mm (3/4") Max Medium, Type A
PRODUCT CODE: T13A46MM
r We intend to provide 19 mm (3/4") asphalt concrete
that
conforms to the following criteria:
X Val Caltrans
Sieve
,Size " 3/4" 1/2" 3/8`'
Sand #1
Sand #2 Total (L of PG)
Spec
'
% Used 11 25 16
48
0 100
0. R.
1.5" 100 .. ..100 100
100
100
100
"•1.0" '100 " 100 100
100
100
100
3%4" 85 100 100
'100
98
95-100
1/2" 35 82 .100
100
88
3/8" '5 30 100
100
72
65-80-1
No. 4 2 • 4 20
96
51
51(49-54)
46-56
No. 8 ' `' 2 • 7
78
39
39(36-40)
34-44 _
No.;16 2
58
28
' No. 30 1
44
21
21(18-21)
16-26
No. 50 '
28
13
No. 100
15
7
t No. 200
9
4
3-8 .
ii-�
PERCENT OIL;. .'
5.0%
TYPE OF OIL:
AR 4000
PLANT LOCATION:7
Indio, Ca
AGGREGATE SOURCE:.
Indio, Ca. (91-33-0030)
SAND EQUIVALENT:`
55
STABILITY:..
47
..VOIDS: • .. ,�'''
..
4.0.;
, .AIR , .
MAXIMUM DENSITY:.
147.0 lbs/0
If there are any quaestions regarding this mix
design, please contact the undersigned.-
" Respectfully Submitted;
GRANITE CONSTRUCTION CO
R'Layne Richins
Quality Control Manager,
Southern Califomia Region
38000 Monroe SL-
t
Indio,
Indio, CA 97103
Phone 760/775-7500
FAX 760/775-8227
NOTE:
With proper validation
this 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
I /2� /�� Subdivision Improvement Permit — Class II I,
DATE: Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION WES 7—
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION Ab—ME C''ONSTXLr77W
DESCRIPTION OFC NSTRUCTION10 i>J/r,
X77,11►
DIMENSION OF INSTALLATION OR REMOVAL 2
Sketch (attach construction plans if appropriate)
S� ��a•e � c� pl7%o�S
SIZE OF EXCAVATION, IF NEEDED
.APPROXIMATE TIME WHEW WORK WILL BEGIN 0
APPROXIMATE TIME OF COMPLETION
ESTIMATED CONSTRUCTION COST $ ? (P_f 4
(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 124) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditionst 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 rk.
Name of Applicant (please print)
V v _
Signat re of Applicant or Agent
'.55-290 • P64 81 -
Business Address lam} (S✓I NTi
No.
<Jftwt&--,s c-2. 14OV-- Y.1)fboX
Name.of Contractor and Job Foreman' Business Address c7a; Se2•T Telephone No.
� 5
s�99- -7&-3,� - .
Contractor's License No. City Business License No. '
ZQ a 1 c \+ I M S U c.IF--- Co
Applicants Insurance Company GEN. LIAI51LITy Policy Number
FEES: Subdivision Improvement Permit —Class I I I .
Public improvements: 3% of estimated construction costs '
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule
Inspection Fee $ l ✓ N PERMIT VALIDATION
Permit Fee 00 II
PERMIT NO
Penalty
Cash'Deposit-Surety Bond
if required
TOTAL
Receipt No.
Received by Date
Recorded by
DATE APPRO'
EXPIRATION
DATE ISSUED
By
Administrative Authority.
TELEPHONE:. (619)'777_-7o79
JAMES C. RUE CONSTRUCTION C0MP AI1Y I NC .
P.O.BOX' 13810
PALM DESERT, CA. 92255
TO: KSL CORPORATION, ATTN: SIR. J.R. MAURO Contract: L297107
56-140 PGA BOULEVARD,' La QUINTA, CA. 92253
PROJECT: GRADING & PAVING 'TRACT 28340-2, LOTS 1-46, CITY OF LA QU_INTA
ON-SITE GRADING AND IMPORT PHASE VI
QUANTITY UNIT AMOUNT
1. Mobil., Import by Scraper, Fine 1.00 LS 48000.00 48000.00
Grade 17 Lots, 1 Pool Lot E
Approx. 15 working days
PHASE VII
1. Mobil., Excavation, F -grade 19 Lots,
Rough Grade Streets 1.00 LS 50500.00 50500.00
approx. 10 working days
PHASE VIII
I. Import by Scraper, F -grade
11 Lots, R -Grade Streets, Mobil 1.00 LS 30500.00 30500.00
approx. 5 working days ----------_
Total 129000.00
;UN -SITE STREET IMPROVEMENTS, CONCRETE -WORK
I. Mobilization # 2 1.00 LS 1000.00 1000.00
2. 6" Curb & Gutter 4790 LF 6.65 31853.50
3. X -Gutter & Spandrels 1724 SF 4.70 8102.80
ON-STIE STREET IMPROVEMENTS, AC PAVING y �-.~ 40956.30
1. 2" AC, Paving -over 5" AB 81600 SF 0.94 76704.00'
TOTAL 246660.30
�0`�".0
-T 4 80
The following General, and Specialo Provisions are attached, to and made a part of Permit No.
GENERAL PROVISIONS
The following 'shall always apply:.
ENROACHMENT ON PRIVATE PROPERTY:n This permit authorizes work to be accomplished within City of La Quinta right of:
way. ONLY. Whenever construction extendswithin private -property,, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners., Such authorization must be secured by the -permittee prior. to, starting. work..
TRACKLAYING. CONSTRUCTION EQUIPMENT: Cleated tracklaying construction equipment shall not be, permitted to operate on
any paved surface unless fitted with smooth -faced street pads.. All mechanical outriggers shall be fitted with rubber street shoes to
protect the paving during excavations..Rubber-tired equipment only shall be used in backfill operations'in paved areas., If the existing
pavement is scarred, spalled, or broken during the term of this contract, or if the pavement is marred, City of La Quints 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 Quints shad be notified prior to commencement of this work..
Drainage structures and open drains shall be kept free of debris at all times for proper drainage.
RIGHT OF WAY CLEANUP: Any surplus material resulting from excavation and backfill operations shall be removed from the right
of way,. All paved surfaces shall be broomed clean of earth and other objectionable materials immediately after backfill and compaction.
Existing gutter line and drainage ditches shall be replaced to their original standard or better. All excess material shall be removed
prior to paving. Water tanker shall be used, 'as required, to sprinkle•the job site to keep down dust conditions and shall be used
immediately after backfill.
DE -WATER OPERATIONS: If de -watering operations are required and pumps are forcing water on City,of.La Quinta roads, it shall
be the responsibility of the permittee (contractor) to control this water and to provide off:street barricades when necessary.
CLOSING STREETS: No street shall be closed. A minimum •of one lane of traffic shall be maintained at all times to provide limited
access for the adjoining property owners and emergency vehicles.' In the. event it is felt by the permittee that he, must close a street for
any length of time, 'permittee shall contact this office to obtain the necessary permission.
SPECIAL PROVISIONS
The following shall apply when indicated: '
NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of.starting construction.
UT I.M CLEARANCE: (Substructures) Prior to making any excavation within the City of La Quints 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.
UTIIITY CLEARANCE: (Surface Structures) No work shall 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 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shallbe surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an "R"
value of not less than and in conformance with City of La Quints Road Improvement Standards and
Specifications; Ordinance //461.
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.
5
R7 CURB REMOVAL. FOR DRIVEWAYS: A, portion of the existing concrete curb and/or curb and gutter (feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. - Depressed curb, ,matching concrete gutter and
concrete driveway approach shall be constructed in conformance with City of. La Quinta Standard /1207.
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.
R10 SOIL STERHAZER: 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.
Rll SURVEY MONUMENTS: Prior to excavation or beginning of construction, all survey monuments which exist on the
centerline of all streets or property lines when involved shall be completely tied out so they may readily and correctly be
replaced by a licensed civil engineer or surveyor at the expense of the permittee. A complete set of notes showing the ties to
these monuments shall be furnished to the City Engineer prior to the removal of any monuments. This office shall be notified
upon completion or replacement of all survey monuments for proper project clearance.
R13 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 LD41T 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 shall not 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.
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. 2665
--- KSL/'James Rue Const.-
In
onst. -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 Corporation and/or its contractor, 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 eachworking 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 lst.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. Ist to September 30: Monday -Friday 6:00 a.m to 7:00.p.m.
Saturday 8:00 a.m. to 5:00 p.m.,
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 deour and barricade all construction sites.
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.
Special Conditions Permit No. 2658 Page 1 of 4
SPECIAL CONDITIONS --PERMIT NO. 2665
--- KSL/ James Rue Const. ---
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 306'13 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.
Page 2 of 4
Special Conditions 7 Permit No. 2658
SPECIAL CONDITIONS --PERMIT NO. 2665
--- KSL/ James Rue Const. ---
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 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. 2658 Page ,3 of 4
. 0 -
SPECIAL CONDITIONS --PERMIT NO. 2665 •
--- KSL/ James Rue Const. ---
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 V2" 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 1/2" 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 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 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 stabilize any soil.that was disturbed (shoulder areas, etc.) as a result of work ,
performed under this permit with an approved dust control treatment.
18. Pursuant to Chapter 12.56 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982) the City
has designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup 'on the subject street, or if this,permit specifically
grants permission to use the street to deliver street.construction materials and/or equipment.
19. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time.
Special Conditions - Permit No. 2658 Page 4 of 4
7
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Medium -Large Scale Construction/Demolition Projects
(Greater than 5 acres),
Fugitive Dust (PM10) Mitigation Plan
Date: 20 Jurisdiction: ZA 4PQP,,g Project File #: In 283Y0 -Z
Part 1 - Project Information 9�''
Please provide the information below as completely as possible even if it has already been
provided on other forms related to this project. Failure to provide complete. information or
provision of inaccurate information may delay the processing of your Fugitive Dust (PM10)
Mitigation Plan (Plan). It is recommended that you submit your Plan concurrent with your
grading or demolition permit application.
Project proponent: KS(_ L
Address: 5 5_ q 2—p P&,4 81— Vp,, Z-4 Qvt f'J T�) C4 L053
Day phone number:760 56 _ 7 16 Emergency phone number:AO 06/_ seg 41
Grading contractor (Contact Person):e5 n , HUG o7V G17or(Co ,
,Address: 1 D. gol, / 3 D
Day phone number: 5_(og_So00 Emergency phone number:
Construction site street address: 1 V1 kFg- 6 AI• f0K NICKA0,5 t 81 VI
Construction site location:
(Please include an 8.5 x 11 location map) rn 7-r-�CD
Construction site assessor's parcel number (Tract #): ( / _ 4 80 _ o3
Parcel (Tract) size: 32-,9 Acres or Square feet
Anticipated date of physical project initiation: /D Lzi
Anticipated date of project completion: /
Anticipated costs for dust suppression: $S ,, , 24, *���
(Attachment B - Must also be completed and e tot e appropriate address when
construction activities have been completed)
D E/ KA E
. � l
OCT 211997
CITY OF LAQUiNTA
PLANNING DEPARTMENT
1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and
403.1.
R;
Earthwork Information (Acreapef Cubic Yards);
Project Area: 32 , Total Disturbed Surface Area: 3-
Cut: -2 2, 5/ -7 C -Y Fill: 2 2, 5I' c Y
Import: Export:.
Phasing of Earthwork:
Details (e.g., frequence of application,
number and type
of dust control implements,
No. RG FG
FC etc. Please be as specific as
possible)
DateDate
A-
A
Phase I Grading (Acreage):
From:
/77
.To:
/7T/ -7/1 -7
Phase II Grad ing(Acreage):
From:
WH -161-1- alll-L
To:
F -O LC -C w �YIL�i•%l /JG'
Phase III Grading(Acreage):
From:
100
To:-
o:Phase
PhaseIV Grad ing(Acreage):
From:
'N4
To:
(Attach additional information if necessary)
Part 2 - Fugitive Dust Control Actions
From the inventory of fugitive dust control measures provided in Attachment A, please indicate
which measures are to be implemented during the project by placing the corresponding letter
beneath the following sources. In addition, please indicate at which phase the measure will be
implemented, either at Rough Grading (RG); Finish Grading (FG), or Final Construction
(FC).- Demolition projects should only indicate measures in the Rough Grading (RG) column.
After indicating what measures are to be. implemented, complete the 'Details" section by
describing how and when the measures are to be implemented.
Source
Details (e.g., frequence of application,
number and type
of dust control implements,
No. RG FG
FC etc. Please be as specific as
possible)
A-
A
�
� crnv s rnvc nom
oG /�ff�-sem 6
f���s A�vv s yrs
WH -161-1- alll-L
/Wr /M 0,914Tvy
F -O LC -C w �YIL�i•%l /JG'
CUN7teoL-
/=/N�S/� USE IA/4TE�2
rOTL PU ST 6aVr7ZOL-
PUR (Ah/ -. 94-VC4) cq 1 0APin16- W14 F2 WILY, Oe 05ED
PiV� RaVC,# 6:�P/n,�; /J°e-3S our -5/ D& o/--
�f�A-S � � C�vS7�u c nanl Ivo 57x�ETS tiv/c-c. v s �
cff 0,M109 -c 5T-8/1,/ 74270rU - (2- 4, G. A�,(OEOd
Part 3 = Aireement
I certify that the information contained in this Fugitive Dust (PM10) Mitigation Plan is true
and accurate and that all measures specified in Part 2 will be implemented during project
construction. I authorize the City of La Quinta to enter the above mentioned property
for inspection and/or abatement purposes, and I agree to hold harmless the City and its
representatives from liability for any actions related to this project. I also agree to
complete the record-keeping, requirements included herein as Attachment B. once the
project has been completed.
I have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has
authorized the implementation of all its provisions throughout project buildout.
Signature ot Grading Contractor or Authorized Representative ate
(If not the same as above)
S IU GOLF C 9E
2 3 ....:._ ACCEssR
• 4,
• - ® ...
LOT. B t ® sovT1'ER%i
OTS 1- � a � •
4 ®® HILLS
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°
11 L�TS
THE CLUB p ie ® ®� t4."F
DRIVIN xx�
—AT -. �i�IG 9 L TS ® 3
PGA WESTxx
ATIVE� TRA T . 3._ : 12 L s _
N 28341 e.
IrTs 1-41 e
TENNIS i. x / .10:. y�• e.
CLUB ®®� THE 'BYE HOLE L US ;, ~
,0` m®� ®®` SALES 8L MODELS RESORT ' SE
m _ CLUBHOUSE •,s., .a �: _
TRACT NO. 28259-1
9 8 (LOTS1-9) ,1�(J�`J g T , i5
7
Se XX
5 EAGLE WAY o BRAE
BYE NICKLAUS 12 Lis
HOLE WAY <
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'
NO. 28259
(LOTS 1-11)
BELL ERNE
67 SE XX
PHA AROi�
h7l ;5;,,
8 LO 8584
Alb A 3
283 8' L xx
' CEDAR LOTS 4 A OM-We
CREST '° P ATE--,C sa �.i �; .: 8� ~ COLuuew a
+:
®TENTAT E TRACT
PHA
�2 oT 57 e ® N . 2
14 :, o .. <..:., PHA ��\ s ss o� ,� 18.9 m Y'
GOLF CART 'S9 3.K 54 20 2t(LO 1-88 PHASE` X) ' SE XX
SCALE ACCESS LOT11 va' ®� r 53 s2 22 zs LOTS
I"=600' 6. d 7A S1 2425
.iA ,r 59 80 ,F«� 5 \ 49 27 28 29 30 31 32 33 34 35 38 E (,ry
,.. 7 LOTS s9 61 \ �L 48 0 e.
47' .3 a f. . a �& ,. 82- s � < •� ` �.�_� 47 48
.,® .48 S - SS 58
57 FI 8 .•.. '� _
JACK MCKLAUS o ,e 39 .•
U'
'RiVATE ,COURSE ® '4' u 43 42 41 40 39 sa E7 38 35 SI 33 32 31 3p' 66 : \ ES ~3 PHASE L �� • Y ` 38 A
PHASE XX B7. 12
-
2 io L i` 0 0 4 37
- :28 .PHA. •�.. 9 • 1. :• � J
�� f oX411 Lo, ENT� TR
°FIA 40 27 to.., o ,� F AT�/014
- 12 L 7 ,. o ;�i .NO. 28522—
T,E ze ' 12)`°�
z 3 4 5 8 7 ll iii 1 2 � t zfi , 2 2 co CAR �y 12a '' �HEFWTAGE a
r
_PHASE XX
MEPdON
13 LOTS Q T 24 23 22 21 20
„
6 13 12 LOTS
1 LOT
For City Use Only
Based on.all of the provisions contained in this Fugitive Dust (PM10) Mitigation Plan
the Plan is:
Approved
"K� Conditionally approved (Conditions specified below) .
Denied (Explanation attached)
Signature of City Representative (Date)
The following conditions of approval have been added to the Plan by staff in order to ensure
an adequate level of fugitive dust control.
(Attach additional information if necessary)
I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree
to implement of all provisions at the concentrations -and frequencies identified.
Signaftire of Owner or Authorizepresentative e
CONDITIONS FOR FDCP APPLICATION 97-20:
KSL LAND III; PGA WEST
TR 28340-2, 32.9 TOTAL ACRES '
GENERAL:
1 . Applicant shall comply with all. control measures as set forth in the ,approved
application for FDCP 97=20, and the following conditional measures. This dust
control plan approval shall also apply to any haul/encroachment permit(s)
issued by Public Works.
2. The full amount of security applied to FDCP 97-20 (as determined by Public
Works) from ,the total Weiskopf Course grading shall be available to the City
for any measure(s) deemed- necessary by the City to achieve adequate dust
control, whether or not such additional measures are included by the applicant
. for this application. Any requests for bond amount revisions/reductions must
be'made in writing to the Public Works Director.
3. Applicant shall submit copies of all records related to cost accounting for the
dust control measures assumed during all pre -grade activity and grading
construction upon any request for reduction in posted security. Said records
shall be submitted within 30 days after completion of all dust control measures
as outlined in and conditioned upon the plan. All such records shall accompany
a completed PM10 Program Report Form. Security reduction may be withheld
pending submittal of this information. Applicant shall have completed all dust
control measures, with completion verified by the assigned field inspector, prior
to approval of any security reduction.
4. Pre -watering of all areas proposed for grading shall be in accordance with
recommendations of the grading contractor, based on the area soil conditions
as described in the associated soils report(s). At a minimum, pre -watering time
shall be for three days prior to any earth disturbance(s).
5. Track -out and other accumulation of soil materials) "onto any paved areas
outside the limits of grading shall be minimized. Any unpaved construction
exit/entry point along existing paved roads/areas shall be improved with
pavement, aggregate base or similar material, for a distance of. 120' from the
pavement edge into the site to minimize track -out. Wet sweeping/flushing of
soil accumulations from all paved areas shall be conducted ,daily, and kept
damp during construction hours until so removed.
6. All unpaved construction access and travel ways within the site shall be
prepared for .traffic prior to commencing grading activities and kept watered
down and compacted -to retain moisture content during all construction
traffic/activity,, including building construction. Road lengths shall be watered
each day, prior to and at intervals during any traffic activity, and at the end of
the day after all activity has ceased. All track -out shall be removed as per
Condition #5.
7. FDCP 97-20 indicates no fill/export will be necessary. Any on-site transported
soils and stationary storage piles shall be sufficiently stabilized, watered down
and/or covered as appropriate. Minimum freeboard shall be as established by
the Public Works Department.
8. If approved on-site roadways or parking areas are constructed to ultimate
design prior to completion of construction activities, then traffic and parking
shall be Limited to those paved areas as feasible.
9. No vehicular parking or traffic of any kind is permitted on or over any
previously stabilized or other inactive soil areas.
10. Disturbed but inactive development areas subject 'to additional grading or
building construction within 30 days of completion of the initial disturbance,
shall be watered daily in conjunction with watering of any access roads and
developing areas, unless an appropriate dust suppressant, as defined in
Chapter 6:16 and approved by the California Water Quality Control Board,
Region 7, is .applied.
The 24.6 acres where no further .grading, construction or other land
disturbance will occur for at least 30 days, shall be stabilized with an
appropriate dust suppressant no later. than four days after completion of the
initial grading,,and staked, posted or otherwise restricted in order to prevent
any access onto or over those areas:
11. . The contractor/vendor responsible ' for provision of all soil stabilizing agents
shall submit the appropriate Material Safety, Data Sheet(s), along with approval
from the Water Quality Control Board, to the Public Works Department prior to
any site application.. Application of stabilizing agents must be in compliance
with NPDES' and the State Water Quality Control Board requirements.
SITE DEVELOPMENT:
12. Adequacy of all proposed and conditional stabilization measures shall be
determined by the assigned grading inspector. The City may adjust the bonded
amount for any remedial measures beyond those identified or conditioned upon
the project, which the City deems necessary in the event such approved
measures are not effective.
Enforcement of these conditions shall be at the discretion of the assigned
grading inspector, who shall monitor and field verify that the spirit and intent
of the FDCP and its attached conditions are being complied with,Adjustments
to application frequencies, quantities and other aspects of this FDCP may be
made by the inspector, at his/her discretion, in order to assure compliance.
13. The conditions applied to this dust control plan are anticipated to cover the full
range of construction operations associated with TR 28340-2. The approval
provisions and conditions for this dust control plan shall remain in effect for the
duration of all construction undertaken as part of the approval for TR 28340-2.
Transfer of any real property or other interests with respect to this project will
have no, effect on -the validity of, this plan approval or conditions.
Implementation of all measures -as proposed and conditioned shall be carried
Put for the duration of all construction activities, to the extent they are
applicable. However, nothing herein shall preclude any future interest from
filing a revised FDCP with the City for any portion of the site.
14. Approval of this dust control plan .does not in and of -itself constitute or
otherwise authorize any site disturbance, preparation or construction. The
developer is required to obtain all necessary permits and clearances asset forth
in any development approvals issued and currently in effect pertaining -to this.
site. This includes any type of testing, monitoring or sampling required as a
condition of development approval, such as that conducted for archaeologic,
hydrologic and geologic reporting purposes.
t
Me 'umfLarge Scale Construction/Demolition Projects=.
i` (Greater than 5 acres), w
10 4Zb f fl 'Fugitive Dust (PM10) Mitigation Plan c
Date: D ? o Jurisdiction: 44 Project File #: 1n 283yo.Z
Part 1 = Project Information .nca° 441- ?-v
Please provide -the information below as completely as possible even if it. has, already been
provided on other forms related to this project. Failure to provide complete information or
provision of inaccurate information may delay the processing of your Fugitive Dust (PM10)
Mitigation. Plan (Plan). It is recommended that you submit your Plan concurrent with your
grading or demolition permit application.
Project proponent: L
Address: 5 5.- 2—p & PL— (S1vi Q r,2) C4 z 3
Day phone number. 766 J6 _ Emergency phone
number: 760 )0 6 8C29
f
Project proponent: L
Address: 5 5.- 2—p & PL— (S1vi Q r,2) C4 z 3
Day phone number. 766 J6 _ Emergency phone
number: 760 )0 6 8C29
Grading•contractor (Contact Person):
%Ute .1.)UGn
Address: Po. 90A / 3910
Day phone number: 5,03_5o00 Emergency phone number:* 86/._ 226-%
'Construction site street address: RI UI EPIA, 8
N. 6W6 K A/tCKA05 R/ V/6
Construction site location:
(Please include an 8.5 x 11 Jocation map)
7-7-VCPED
Construction site assessor's -parcel number (Tract #):
7 / 4 8 _ 03
Parcel (Tract) size: 3 2 , 9 Acr =
55, (0 . 1 Square feet .
Anticipated date of physical project initiation:
Anticipated date of project completion:
Anticipated costs for dust suppression: $ / 2
(Attachment B - Must also be completed andro
construction activities have been complete;.
13a'-
-R22,V-5��
n ad re when
22.7 c .
31101
iii'' � •;,;; ; L �
a OCT 21_ 1991 111L QUI IT'
�. rLANNIIINI � DEPA.. fMENT
1 All projects greater'than one half (1/2) acre are also subject to SCAQMD Rules 403 and
403.1.
r
E rthwtirk Inf m cre ubic Yards)
55. 5.�
Project Area: Total Disturbed, Surface Area: 2�}
Cut: 2 2, 517 Fin: 22 51.7 Cy
Import: (25 Export:
Phasing of Earthwork:
Date
Date
Phase I Grading (Acreage):
From:
/o1z//g7 To:
i i11Y7
Phase II Grading(Acreage):
.From:
AJ,4 To:
Phase III Grading(Acreage):
From:
/VI- To:
Phase IV Grading(Acreage):
From:
N4 - To:
(Attach additional information if necessary)
Patt 2.= Fugitive Dust Control Actions
From the inventory of fugitive dust control measures provided in Attachment A, please indicate
which measures are to be implemented during the project by placing the corresponding letter
beneath the�following sources. In addition, please indicate at which phase the measure will be
implemented, either at Rough Grading (RG), Finish Grading (FG), or -Final Construction
(FC). Demolition projects'should only indicate measures in the Rough Grading (RG) column;
After indicating what measures are .to be implemented, complete the "Details" section by
describing how and when the measures are to be implemented.
Source Details (e.e., freQuency of application, number and type of dust control implements.
No. RG FG FC -etc. Please be as Specific as possible)
I a- yrs
Cory S-19vc 77OW OF /;MASE 4YV0 s
cvr r c, use wn r� fie_ rpv sT
r-�n/�s� G-R�4-DING- o� fhti9s� Wel- USE WATEg-
AoYZ PU ST C&V7_a�Oi
PO,( if l'__- - R6 -r)6-,41 &,gAi2i APG- W14rSp . W I L6 OE � (SED
?#P -se 6 CSV 5112 u C 770r f Ivo 5r)O C E rs W14 -L v s
6ff0nq1(f,+ 51A61e .1 z4nm), (2-4,,(o
Part 3 - Agreement =
I certify that the information contained in this Fugitive Dust (PM 10) Mitigation Plan is true
and accurate and that all measures specified in Part 2 will be implemented during project
construction. I authorize the City of La Quinta to enter the above mentioned property
for inspection and/.or'abatement,purposes, and I agree to hold harmless the'City and its
representatives from liability for any action's .related to this, project.. I also -agree to
complete the record-keeping re ements included herein as Attachment .B; once the
project has been completed. ' j
ig ature o weer or ut ornz epresentative- e
I have read'the conditions of the Fugitive Dust (PM 10) Mitigation Plan and the owner has
authorized the implementation of all its provisions throughout project buildout.
ignature ot Grading Contractor or Authorized Representative ate
(If not the same as above)
I
- s
(LOT 11) o K
67 -::1 .gE XX
ARONOMW
to S PHA
6 LO 84 s ;. �►
ACf A 3
63 ,;8;:�XX
283 a L s �. M-
��C SART LOTS 4 n OM WEI
P ATE C
s: ld � • 58 `• 13 ,`
x XX 56 �� ® TENTAT E TRACT
3r- a
PHA a ._ s7 s 18 ® N 2
:;.., ti
14 L
1^.'` 12 L ss ,819:: ,(b(LO� 1-68
SCALE GOLF CART 8,`' �'!.r p 54 20 21 PHASE SE XX
ACCESS LOT
52 is LOTS t�
1 " = 600' s1 2i xs Q
SO 26 27 2s
S .. E V
A S9 80 49 29 30 3147 32 33 34 35 38
7 LOTS° 58 6' - s 4 0 L p 48 ° 1 p C
® .:4-•1; .4v,":;?k S5 5857 H G.- 8 45 44 13 42 41
JACK NICKLAUS 48 M 3P G X 39
U
85.
'RNATE COURSE ® 4S 44 43 42 41 40 39 38 37 36 3s 31 33 32 3; p" 66 1P12iASE L 38 A
10 boE XX '. 2 8 �j' 0 37
10 L TS z9.. 88 PHA 9 /Q° 0 0 o f
' SHA 40 12 0 .2i.
6 11 Lo , 0 ,TEN ,A1-0(9 TR a 14 �
12 L T E 26 71 0 .. ® O 28522
" TS 1-12)
z 3 4 5 e z !i ^a ,, N:� a; f 12 HERMITAGE a
Y5 G '1r 2 1 ?a '' O ACC C SR
MERLON PHASE XX 1012 21 23 22 / 21 2a 9 s
13 LOTS ®. .. ;..
PVS@"4 w e. ;
6 13 12 LOTS
1 LOT
t
t 2 3 5 8 7 8 9 f0 11 12 13. �� �TAQE
HPAIV4TAGE 1`2 LOTS PGA WEST
PHASE 2 `"'LOT FPE OWNER
9 LOTSPHASE 1 TENTATIVE
l 8 LOTS PARCEL MAP 28489
rrrERLA14 (LOTS 1-3) 36 PHASE 2 RECREATION CORPORATION
.:;r 4
TRA TRACT
NO. 281 t '° 3 J7 NO. 28118 56-140 PGA Boulevard (760) 564-1088 }
(LOTS 1- ,2 2 PHASE 3 (LOTS 1-12, 5-26) La Quinta, CA 92253 FAX (760) 564-4880
13 1 38 3 LOTS
® 14
MAINTENANCE
CONSULTANT
HERMITAGE 68TH AVENUE r n a 6 o N e a L r/ N a
MDS YOM[ •:. MOW • fMIR
wr a mna ar-0eie
PLAUW M [Ycna[oM w[vc»ro
NTERLACHEN
1:/413 -18/C -11x17 5-5-97
For City Use Only
Based on all of the provisions contained•in this Fugitive Dust,.(PM10) Mitigation Plan
the Plan is:
Approved
Conditionally approved (Conditions specified below)
Denied (Explanation attached)
Signature of City Representative (Date) ,
The following conditions of approval, have' been added to the Plan` by staff in order to ensure
an adequate level of fugitive dust control. .
f
a
.(Attach additional information if necessary) \
I have read the above conditions of the Fugitive Dust (PM10) Mitigation Plan and I agree
o implement of all provisions at the concentrations and frequencies identified.
>ignature ot Owner or Authorizepresentative, e
CONDITIONS FOR FDCP APPLICATION 97-20:
KSL LAND III; PGA WEST
TR 28340-2, 32.9 TOTAL ACRES ,
GENERAL:
1 . Applicant shall comply with all control measures as set forth'in the approved '
application for FDCP 97-20, and the following conditional measures. This dust
control plan approval shall also apply to any haul/encroachment permit(s)
issued by Public Works.
2. The full amount of security applied to FDCP 97-20 (as determined by Public
Works) from the total Weiskopf Course grading shall be available to the City
for any measure(s) deemed necessary.by the City to' achieve adequate dust
control, whether or not such additional measures are included by`the applicant
foF this application. Any requests for bond amount revisions/reductions must
be made in writing to the Public Works Director.
3. Applicant shall submit copies of all records'related'to cost accounting for the
dust control measures assumed during all pre -grade, activity, and grading
construction upon any request for reduction in posted security. Said records
shall be submitted within 30 days after completion of all dust control measures
as outlined in and conditioned upon the plan. All such records shall accompany
a completed PM 10 Program Report Form. 'Security reduction may be, withheld
pending. submittal of this information. Applicant shall have completed all dust
control measures, with completion verified by the assigned field inspector, prior
to approval of any security reduction.
4. Pre -watering of all areas proposed for grading shall be in accordance with
recommendations of the grading contractor; based on the area soil conditions
as.described in the associated soils repos (s). At a minimum, pre -watering time
shall be for three days prior to any earth disturbance(s).
,5. Track -out and other accumulation of soil material(s) onto any paved areas
outside the limits of grading shall, be minimized. Any unpaved construction
exit/entry point along existing paved roads/areas shall be improved with
' pavement, aggregate base or similar material, for a distance of 120' from the
pavement edge into the site to minimize track -out. Wet sweeping/flushing of
soil accumulations from all paved areas shall be conducted daily,, and kept.
damp during construction hours until so removed.,
6. All unpaved construction access and I travel ways within the site shall. be
prepared for traffic prior to commencing grading activities and kept watered
down and compacted to retain `moisture content during all construction
traffic/activity,, including building construction. Road lengths shall be watered
each day, prior to and at intervals during any traffic -activity, and at -the end of
the day after all activity has ceased. All track -out 'shall be removed as per
Condition #5.-
7.
FDCP 97-20 indicates no fill/export will be necessary. Any on-site transported
soils and stationary storage piles shall be sufficiently stabilized, watered down
and/or covered as appropriate. Minimum freeboard shall be as established by
the Public Works Department. .
8.
If approved on-site roadways or parking areas are constructed to ultimate
design prior to completion of construction activities, then traffic and parking
shall be limited to those paved areas as feasible.
'9.
No vehicular parking or traffic of any kind is permitted on. or over- any
previously stabilized or other inactive soil areas.
-10.
Disturbed but inactive, devel.opment areas subject to additional grading or
building construction within 30 days of completion of the initial disturbance,
shall be watered daily in conjunction with watering of any access roads and
developing areas, unless an appropriate dust suppressant,, as defined in
Chapter 6.16 and approved by the California Water Quality Control Board,.
Region 7, .is applied.
The 24.6 acres where no further grading,. construction or other land
disturbance ba ce wil I occur .for at least 30 days,. shallbe stabilized with an
appropriate dust suppressant no later than four days after completion of the.
initial grading, and staked, posted or otherwise restricted in'order to prevent
any access onto or over those areas.
1 1 .
The contractor/vendor responsible for provision of -all soil stabilizing agents
shall submit the appropriate Material Safety Data Sheet(s), along with approval
from the Water Quality Control Board, to the Public Works Department prior to
any site application' Application of stabilizing agents must be in compliance
with NPDES and the State. Water Quality Control Board requirements.
SITE
DEVELOPMENT:
12.
Adequacy of all. proposed and conditional stabilization measures shall be
determined by the assigned grading inspector. The City may adjust the bonded
amount for any remedial `measures beyond those identified or conditioned upon
the project, which the City deems necessary- in the event such approved
measures are not effective.
Enforcement of these conditions shall be -at the discretion of the assigned
grading inspector., who shall monitor and field verify that the spirit and intent'
of, the FDCP and its attached conditions are being complied with. Adjustments
to application frequencies, quantities and other aspects of this FDCP maybe
made by the inspector, at his/her discretion, in order to assure compliance.
13. The conditions applied to this'. dust control plan are anticipated to cover the full
range of construction operations associated with, TR 28340-2. The approval
provisions and conditions for this dust control plan shall remain in effect for the
duration of all. construction undertaken.as part of the approval for TR 28340-2.
Transfer of any real property or other interests with respect to this project will
have, no effect on the 'validity of this . plan approval' or .c.bnditibris.
Implementation of all measures as proposed and conditioned shall be carried
Put for the duration of all construction activities, to the extent they are
applicable., However,. nothing herein shall preclude any future, interest from
filing. a revised FDCP with •the City for any portion of the site.
14. Approval of this dust control plan does not i'n. and of itself, constitute or,
otherwise authorize. any site' disturbance, preparation or construction. The
developer is required to obtain all,necessary permits.and clearances as set forth
in any development approvals 'issued and currently in effect pertaining to this-
site.
hissite. This includes any type of testing, monitoring or sampling required as a
condition of development approval, such as that, conducted,for archaeologic,
Y
hydrologic and geologic reporting
9 p 9 ..