2558NOTE�=�' + 4
With proper.validation �F
this form constitutes an CITY OF LA QUINTA
encroacFiment permit,, t • a, �� '
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 improvement's in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class II I
DATE: November 20, 1996' Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION - Tract 284760 Tradition Golf course Prolect
(Street address or Description of Location)
PURPOSE OF,CONSTRUCTIONPrelbaration of protect- eite .~ Sketch (attach construction plans if appropriate)
*' f'avu"s Aradintt and. earttmrk.
.f y
DESCRIPTION OF CONSTRUCTION Preliminary clearing {+ -
aubbiaa 6 gra-materinst at Project site.
SE ATTACHE 'CONDITIONS' .
DIMENSION OF. INSTALLATION OR REMOVAL N/A
4 i 418 acnes of clearinst *+M* NOS: ALL WORK PMOiMW PRIOR
SIZE OF EXCAVATION;'IF NEEDED . N/A f TO CITY APPROVAL OF TI314TATIVE
t
H0* FINAL MAP* AND IMPROVEMENT
•APPROXIMATE-TI ME. WHEN WORK WILL BEGIN 11/21/96 . PLANS, IS AT TN$, BOLE RIS&'OF
,TBB DEVELOPER. tR*!! „•
! APPROXIMATE TIME OF COMPLETION 6/1/97(F) -
' ESTIMATED CONSTRUCTION COST $ 150,000•
'(Including removal„of all obstruction, materials, and debris, backfilling, com - ,
paction'and placing permanent resurfacingtand/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:? -�
iz 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 regulationsfof'the City of
11 ' La Quinta and twpay for'any additional replacement necessary as the result of this work.
Signature of Applicant or Agent ;
TrAifttinn t11ab Aa*tnat^tan (].%rry Snlcar) P.O. Sac 1120,1 Xaa Ouinta (619) 564-7009;
Name of Applicant (please print) Business Address Telephone No'
Nueva ftainserinst (Wartno Waters) 79-811. Coulntky Club 6r. Barmuda Dunea. CA
Name of Contractor and Job Foreman Business Address Telephone�No*,
438834 157 f '
Contractor's License No. City Business License No.. g
Reliance Mutual. Inde minty SJ2672007
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit —Class III a
Public improvements: 3% of esti mated•construction costs , D
Private improvements: 3% of estimated construction costs j fin/,
12
Minor Improvement Permit —Class IV: See attached schedule'A
J"+'
Inspection Fee $ ' 4.500. gy�"'" PERMIT ALIDATION
Permit Fee 10. -•• __..:r_._.
PERMIT NO.
Penalty `!
Cash Deposit -Surety Bond ,r DATE APPROVED 11/20/96
if required _
.. 'EXPIRATION DATE 6!1/97
TOTAL: $ 4„510. DATE ISSUED 11/20/96
Receipt No.�/if.:rkri }(
- By
Received by Date Administrative Authority
r� Recorded by Telephone: (619) 777-7075
V,
! t •t.
• 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
DATE: `' vloA�f
LOCATION OFF CONST UCTION THS
ao-,Pnr rrpIe at
(Street address or Description
gMI-1-40 &%ig I
um
SIZE OF EXCAVATION, IF NEEDED
.APPROXIMATE TIME WHEN WORK WILL BEGIN IMP
APPROXIMATE TIME OF COMPLETION (-- J
ESTIMATED CONSTRUCTION COST $
(Including removal of all obstruction, materials, and debris, backfilling, com-
paction and placing permanent resurfacing and/or replacing improvements)
Subdivision Improvement Permit — Class I I I
M!nor Improvement PermkClass IV
Lk
Sketch (attach construction plans if appropriate)
rNE74ewrn-(c_
w'o^f- Pavewe4'+
t(�I.YTJ� t5 �ry � rIS�
In consideration of the granting .of this permit, the applicant hereby agrees to:
Indemnity, -defend and save the City, its authorized agents, officers, representatives end employees, harmless from and against any and all
Penalties, liabilities or lou 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
Le Quina and to pay for any additional replacement necessary as the result of this work.
►cer
ignature of Applicant or Agent • �� 1
P.D,epo>C ' 112o. La Qui r;fA, ' 46
Name of Applicant (please print)
(• _/ Name of
Contra
Business Address
-%l i CctA*,{,
Job Forerl3An u Business Address
N l VI dZlvvi i,�
Company GE14.LIA151l.ITy
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
Inspection Fee $ Gi79a�
Permit Fee /D II
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $�
Receipt No.
Received by Date
Recorded by
: ,(3C• n s ,, q �2m1
Telephone No.
1s?
7200
icy Number
PERMIT VALIDATION
PERMIT NO.
DATE APPROVFn
EXPIRATION DATE 1 /
DATE ISSUED ?J
By
Administrative Authority
TELEPHONE: (619) 777—?075
•
,, .
..
a
t
'
�i
.�
The following General and Special Provisions are attached to and made a part of Permit No.�5 D
GENERAL PROVISIONS
The following shall always apply:
ENROACIMU Nr ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within City of La Quinta right of
way ONLY. Whenever construction extends within private property, it is the responsibility of the permittee for his contractors to
secure permission from abutting property owners. Such authorization must be secured by the permittee prior to starting work.
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 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 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 S rrREETS: 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:
Rl NOTIFICATION. Permittee shall notify the City at (619)777-7075 at least 48 hours in advance of starting construction.
R2 UTB.ITY 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 UTILITY CLEARANCE: (Surface Structures) No work shall be done under this permit until all utilities are clear of the
proposed work site. The permittee shall notify all concerned utility companies of the proposed work.
R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with inches of A.C. paving placed on inches of class aggregate subbase course having an 'R'
value of not less chart and in conformance with City of La Quinta 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').
R6 GRADE CHECKING: Cityof La Quinta shall cbeck 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 (_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 2,112 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attachad'rawing.
SIGHT CLEARANCE: Sight clearance of 600 feet in all directions shall be assured and maintained at all times.
RIO SOIL STERUIZER: The area to be surfaced shall be treated with soil sterilizer. Rate of application shall commply with the
manufacturer's specifications.
RII 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
Quints forces to preclude delay or interference with State of City_ of La Quinta projects.
R12 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 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. 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 he'placed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate metho�s may be substituted, but in any case,
a relative compaction of 95 percent shall be attained with the structural section of the ..way.
R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than 50 percent of the total depth of the .iia"
before flooding or a maximum of five-foot (57 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 mora 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 FTghways,.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 plaeed4fter 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 (21 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 RES'IWING: 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 pttd 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'hecessary 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. 2558
--- Tradition Club Associates, LLC; Nuevo Engineering ---
In addition to the standard permit conditions, the following shall apply:
1. All work shall be performed in accordance with the latest edition of the Standard
.Specifications For Public Works Construction.
2. Permittee shall be responsible for, providing continuous dust and erosion control as
conditioned by Fugitive Dust Control Plan 96-1.1.
3. Streets shall be kept clean. They shall be completely cleaned at the end of each
working day and more frequently if .required.
4. Contractor shall ,comply with the local noise ordinance. Operation and maintenance
of equipment within one half mile of human occupancy shall be performed only during
the following,time periods:
October 1 st to April 30:
May 1 st to September 30
Monday -Friday
Saturday
Monday -Friday
Saturday
7:00 a.m. to 5:30p.m.
8:00 a.m. to 5:00p.m.
6:00 a.m. to 7:00p.m.
8:00 a.m. to 5,00p.m.
Work shall be prohibited on legal holidays including Sundays.
.5. Permittee/contractor 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.
6. 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). It shall be the permittee's responsibility.to detour and barricade this
site. Traffic control plans shall be submitted by permittee for work occurring within
any signalized intersection or for work requiring lane closures. Traffic control shall be
inspectedprior to commencing any work.
7. Street closures shall not be permitted. A minimum of one travel lane on paved surface
shall be maintained with flagmen at all times.
8. Prior to excavating, the permittee shall contact Underground Service Alert at 1(800)
422-4133.
Special Conditions - Permit No. 2558 Page 1 of 4
e
SPEC IAL..CONDITIONS --- PERMIT NO. 2558
(continued)
9. 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.
10. All work shall be coordinated with the City's inspector and others working within the
area as directed by and to the satisfaction of the City Engineer.
11. Backfill compaction within improved street rights-of-way shall conform with Section
306-1.3 of the Standard Specifications .For Public Works Construction (SSPWC). All
backfill soil shall be crushed aggregate base or crushed miscellaneous base, meeting
the requirements of Sections 200-2.2 and 200-2.4 of the SSPWC. Native soil shall
not be used as a backfill material. Compaction tests (one per 300 linear feet of trench)
shall be provided for areas of excavation large enough to accommodate compaction
equipment. For areas of excavation smaller than that which would accommodate
compaction equipment, controlled density fill (CDF) or any equivalent sand -slurry
mixture shall be used. As an alternative, CDF or its equivalent may be used. for all
areas of excavation, eliminating the need for compaction testing.
12. All excavations at or near the travel way shall be backfilled and paved at the end of
every workday as directed by and to the satisfaction of the City Engineer for the
protection of the traveling public.
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. Permanent pavement replacement section shall be one inch greater than existing.
16. The City has designated by ordinance certain city streets as Truck Routes. The weight
limit for restricted streets (i.e. streets not part of 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 equipment.
17. Work performed under this permit is limited to pre -watering and clearing and grubbing
of the Tradition Golf Course project ONLY. All work 'associated with Tentative Tract
28470 prior to its approval by the City Council is at the sole risk of the permittee. No
mass grading and/or earthwork of any kind is authorized with this permit or prior to
approval of the Rough Grading Plans.
Special Conditions - Permit No. 2558 Page 2 of 4
SPECIAL CONDITIONS ---PERMIT NO. 2558
(continued)
18. As part of this permit, a temporary chain link.security fence may be installed on the
perimeter of the development site subject to the following requirements:,
a. The' fence shall have a green,' fine mesh screen.
'b. The fence shall be located at the east edge of sidewalk along Avenida Bermudas,.
and no closer than eight (8) feet from the south edge of pavement of Avenue 52.
C. The fence along Avenue 52 shall be relocated to private property within two (2)
weeks after completion of grading in the right-of-way.
d. The chain-link fence is temporaryand shall be removed no later than six (6)
months after the issuance date of this permit, unless a written request for a time
extension is received from the Permittee fifteen (15) days prior to the expiration
date and the Public Works Director has,subsequently authorized a time extension.
19. As part of this permit, the City must. receive notification from the project archaeologist
and landscape architect that the following conditions have been met before pre -
watering, clearing, and grubbing equipment mobilization can begin. Verification by the
City's grading inspector will be required upon receiving this notification. PRIOR to any
pre -watering or clearing and grubbing equipment mobilization, the following conditions
shall be met:
a. All tagged Eucalyptus trees shall be avoided by the clearing and grubbing
operation within the "drip line" of the selected trees. This area .shall be clearly
marked with bright fluorescent tape wrapped around the tree trunks and the drip
line area delineated by stakes and fluorescent tape fence -line.
b. No clearing, grubbing, or operation of equipment shall be permitted within a
twenty -foot radius of the existing palm trees until an assessment and tree
preservation/relocation plan has been submitted and approved by the City. The
radius of the palm trees shall be delineated by a stake and fluorescent tape fence-.
line.
C. No clearing, grubbing, demolition, or.operation of equipment shall be permitted
within the hacienda compound as indicated on Exhibit A. The area around the
complex of structures shall be delineated. with a stake.and fluorescent tape fence -
line.
Special Conditions - Permit No. 2558 Page 3 of 4
Z
SPECIAL CONDITIONS ---PERMIT NO. 2558
(continued)
d. Archaeological site CA-RIV-1179 shall be fenced with chain-link fencing until
such time that the site is capped according to Condition of Approval No. 70 of
Tentative Tract 27613. No clearing, grubbing, or operation of equipment shall
be permitted within *the archaeological site. The fencing of CA-RIV-1179 shall
be, supervised and monitored by a professional archaeologist. The fence shall be
maintained at a ten -foot buffer line around the boundary of the archaeological
site.
e. No clearing, grubbing, blasting, rock crushing, grading, or operation of equipment
shall be permitted within that area identified on Sheet 8 of the Rough Grading
Plans containing the six residential pad site within the cove, pending further
analysis.
f. A professional archaeologist shall monitor all clearing, grubbing, grading, and
trenching activities of the project, both on-site and off-site. The monitor is
authorized to temporarily divert or stop equipment in order to investigate exposed
cultural deposits.
Special_ Conditions - Permit No. 2558 Page 4 of 4
r!} LiN O 2.23 .'12 a6 JJV
13.53 0.64 0 -065 DENSE REE ,42.1
43.64 O Q �j 1 .42.21
(� l 42.09
03.87. O . O
O O O a 2.4. 42.24 ,42.23
.44 95
,, ,4
02.300
o % % ' 7. � ,42.50
A / /r \1 44.48 .42.42
L5 .44.74.4515
r
.20 Hwy .S i L\kt4.6 42.50 .42.4
�11 .54
.r \\ `�
45.91 S1 t\ � � ,45.52 ..� ,a2 58
,45.7 4 \
,5.58 ,45.88 44
, 5.27, I
45.56 45.85 45.57
j 9 45.47 \ \xt5.40
\
I l .45.39\ t \ \ g ,46.5 ,42.8
42-75 fes!
�N,
p ` 47.92 \ \ \ A6.48 -7
\
,45. 7 \ \ \ \ 2.79
.06\\\ \� 42.79
.45
0¢
' \\ .92 `
.4a'43BEES .48.52 \ \ +42.98 ,42.83 .42.69
` .4aa .4 . 0 4 I�i9 Jrl\
x=18\ ~~, yt� f ONE-*o�6. tw 1 42 7 l
\ .62 46.28 43:6
.48.48 .46mv-
i / 1 � ■
.48.72 , 6.22 ,48,11 46.12. 46.0 'f
` r .00
\ , 8.52 S. ` .46 .44. 24
�~f' 46.211
.SI 46,8 46.31 X46.31
\�
an a7
Q`
RGA'T IOr1 A
N
V
60'!ti• i't ' j
09 Cr'
t'Ld t J3
m9ojq
t,�,o r [L1tr .,'9.0
� I �
f6
N.
• r—�' **41b
00
S0'd S19SYLL6T9 S31tjIOOSSt! 'S ),800321!) NO8 Wd TZ:90 11H1 46-L'T-170
_ 1 1Ij I '-o, \d- � 1 !', r 1 I — I ♦rll Jl(,ff.�,,, ` ) \ �\�� r,.�--�1.--.�-
! PRO TECTI oN
j
iI I oEr�IL SHT. 2 .
.::....3'
Oil
/ • �•-' j/ ill I
441
4b� /,1111:11 r •'I �`�: ;�<:.. • .. •, :�; _
>4ND •Atf.R-- 'LIN O
41 e 1Z1 F 1+�'. ,.Tr
It I
Pit
lilt 1 ' r i 4.
j,/:�
II• I + i l r, • �� ;'! , •�'. '., a,l)N.":is%!ilai .,�.':4;:::i,•; ,, ''
', I � I Il '/rj, .� i 'I' ��! I'.I t I <\•r`�l: r::r>:. I!i �: .. , •
k.
10
ST
�; I /,1 �/ / , \�,l I � � ..� 1''i I,IIII .I •',... ,, �'. .'�:•. III I.I'l: .�� .. •
I�: ''' ' / 1', \��\ I ! t I I I I I 't .�t _\�::. ._ �`.;� I Ili t • � ' � I . 1 • ' I:
't � YYY •,' i. ��`� 1 •.. `:�\\��.\`.. -ll• ..III;. ��''�/ 'I
;.'iI• `'' i' i 1 � � i� � :' I I ••\�• -.1111 ::t
�:. � I �j;- � � ,. ,1, •, `,"x` .', cam.-• _ :`�i.' � : � /� ^, � ��.
' ,'� , t 11, 1' „ � `.� ..._ � r i 1 � ,. f ^'.' ' 12T1�' K10A , 1 I A'9()! � �_�• � ` '
1 *
y �to R A�
11t19ATK
-t r
F 18
\ ,
�= r•�'
: ,;tt r PES 160t !
�� I ►�1-sf;•.. , PE- 172
I, i ' r , / } ' r 111 �' K , �.. `` \\\� \ \ • i 1 - �� t 20 '(� • L-.. N: I ? %
rA
'911 1
. .. I I � 1 j. `� '• y.r"'-y1^;+r-:::'_� t ACJ .' AA\p�:`• �_ 7 ,
,
I
•��. ,1 : '��; ',� .... It��. �"�•=:=��::�'".='=' .... =`... _ 532,48' • ' '
\ �\ ' , ,
•\ \,1'`•\���1 ,{'• 1 r 1 �(\OKI l.J'J;1r►'f I ll.
}jt 1 II It I PEfi
I ( :y j I . RH T. 2
i' .........
.��• •, '-�,.'••-�•,•� %/f'I �t�!1 � llllll I I I 1 1 ! I I � I �I
II t I I 'I 1 I I l I I .%�':r '•/ j:i,,;i I
I I 1 '� 8$.., `..._.'----�•i:',,,•::.:,;'•::�`• �S'�!I:I? � �'h' IFij
�, '' '� �'%i'i,.,.,.:' :c.,• ',I : :•�', I' I !.:II .;Ili (: ,
W DITCH
:EP PER
11L SHT• 2
QRpFESS/pN
_ ��� SR• SCyGI
DATE
No. 46188 z
W
Exp. 12/31/98
`s� CIV1� \Q'
INFERDAIE qrF OF cp,\-
--Plarmina
KEITH
Civil
Engineering
INTERNATIONAL
-Arcl'litectw e
Archie
cturee
INC
-Land
Surveying
e --Construction
PALM DESERT DIVISION
Irlar.ara�nrent
41-865 BOARDWALK • SUIIE 101 • PALi DESERT,
(619) 346-9844 • FAX (619) 346-93AB
CA , n2?1 j'
Medium -.barge Scale Construction /Demolition Projects
(Greater than 5 acres)l
Fugitive Dust (PM10) Mitigation Plan
Date:
Jurisdiction:
44
4 uwr7
Project Fite
Part 1
- Proiect Information
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 4s recommended that you submit your Plan concurrent with your
grading or demolition permit application.
Project proponent: Tradition Club Associates, LLC '
address: P.O. Box 1120 La QtiintE,- CA 92253-1120
Day phone number. (619)564-7009 Emergency phone number: ( 619) 564-7009
Grading contractor (Contact Person): Wayne Watters
Address: 79-811 Country Club Drive
Day phone number...(619)345-1778. Emergency phone number. (619)568-5160
i
Construction site street address: Washington Street & Avenue 52
Construction site location: See Attached Map
(Please include an &5 x 11 location map)
Construction site assessor's parcel number (Tract #): 28470
Parcel (Tract) size: 747 Acres or Square feet
Anticipated date of physical project initiation: November 4, 1996
Anticipated date of project completion: February 4, 1997
Anticipated costs for dust Suppression: $ 80 000
(Attachment B - Must also be completed and mare to -Ne appropriate address when
construction activities have been completed)
1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and
403.1.
7
VIM= MAP
NOT TO SCALE
50th AVE.
0-
CALLE 0
Z TAMPICO
0
z V) 52nd AVE.
<
D
\�ABANDONED
52nd AVE.
cn
PROJECT
LOCATION
a
NTS
USGS TOPOGRAPHIC MAP
SCALE: 1" = 2000'
. • —
Water
_.Water Well,
30 _r u
N.
•2
Well40
o ,
0 13
\_
•. � 39B.�y 1 G
`v ,o 00 V
at \ i �% � .... '. � ��a �JVL�:• ager
o
aaa• ��• = I•
:Q�I IIS II_ II" li• iiE t ' y •• •• u
Ju a
pal
\ \� Well
r
J-L- I
�\ p• WMOjua SITE
u
0
La Quint.:
JU
Xl
2
Earthwork Information (Aie yards}:
Project Area: 747 Acres Total Disturbed Surface Area: 418 Acres
Cut: 11888,730 cy
•Import: ib Be. Balanced on Site
Phasing of Earthwork:
Phase I Grading (Acreage):
Phase II Grading(Acreage):
Fill: 1 , 326, 270 . cy
Export:
Dat Daae
From: 11 4-96 To: 2/4-97
From:
Phase III Grading(Acreage): From:
Phase IV Grading(Acreage): From:
(Attach additional information if necessary)
Part 2 - Fugitive Dust CongrolActions
To:
To:
To:
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.r., frequency or aDDlication number and tmg of dust control implements
'V0. RG FG FC etc. Please be as specific as possible)
1 -A,,D_ _
2 F.H
A
Water daily during construction. Pre water two (2) weeks
prior to rough grading.
All haul vehicles will be covered leaving the site.
streets to be;swept daily. Unpaved roads to
be watered daily.
(Use copies of this page if additional space is needed)
Source Details (m. frcauencr of application number and tune of dust control Imoements
Alo• -9-9 FSr fc etc. Please be as specific as possible)
3 — _ No storage piles anticipated.
4 Q, R_ _ Streets -to -be swept daily.
Rock base approoch to be constructed prior
to city street.
5 S,V_ Chemical stabilization to be used on
undeveloped pads and disturbed areas.
Vegatation will be provided on golf course areas.
The golf course (tees, greens, fairways) will receive
sod/seed as typical for golf course play. This provides
inherent dust control on these graded areas. As such,
no additional costs for dust control has been included
for this item.
c
I certify that the information contained in this Fu ''give Dust (PM10) Mitigation Plan is trite
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 be n completed.
igna ure o or d I 1-�
or
epresentative ate
I have read the conditions of the Fu 'five Dust (PM10) Miti ation Plan and the owner has
authorized the implementation of all its provisions throughout project buildout.
.
Nurenato ra ing ontractoror ut on
not the same as above) epresentattve ate .
For Clty 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 d= 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.
III to
u r e , VWeFo Rutorae epresentative ate
0
I
ATrACHMEN°T B - COST INFORMA71ON
Nledium-Large Scale Construction/Demolition Projects ,
.. Dt10 tiFu
Fugitive Dust Plan
Date: Jurisdiction: Project File #:
Project proponent: Tradition Club Associates, LLC
Address: P.O. Box 1120, La Quinta, CA 92253
Day phone number. 564-7009 Emergency phone number. 564-7009
In the space provided below please list the costs associated with implementation of all dust
control measures. ?%e informraIfo n provided below should include all implementation costs
(including labor) for dust COMM! throughout the project. Not all measures listed below will
apply to all projects.
Watering:
$20,000
Chemical stabilization:
$0.01 /SF on Lots $50,000
Wind fencing:
N/A
Covering haul vehicles:
$2,000
Wheel washers:
N/A
Street sweeping:
$3,000
Paving:
Included in street paving costs.
Wind sheltering:
N/A - No onsite stockpiles
Coverings:
N/A
Vegetation reestablishment: Chemical Stabilization
-i- _
ion'
•t ......• .•�wc 1GL'V1 a 41u4" UU lrarulnulea to !ne Luy w/tere ute
g7•ading/demolition permit was attained and to the Coachella Valley Association of
Governments (CVA G) at the address provided below.
PM10 Cost Monitoring
Coachella Valley Association of Governments
73-710 Fred Waring Drive, Suite 200
Palm Desert, CA 92260.
1 All projects greater than one half (1/2) acre are also subject to SCAQMD Rules 403 and
403.1.
r
Z
CONDITIONS. FOR FDCP-APPLICATION 96-11:
SIENNA WEST/TRADITION CLUB ASSOCIATES
THE TRADITION - TT 28470 #418 NET ACRES
Applicant shall comply with all control measures as set forth in the approved
FDCP application, which shall include the following additional measures.
2. The full amount of security furnished for the approved FDCP (to be determined by
Public Works) 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. Security shall be in the
form of a non -expiring Certificate of Deposit or a self -renewing Letter of Credit.
3. Applicant shall submit copies of all record sh nvo ices related to cost accounting -for
the dust control measures assumed during grading construction. Said records shall
be submitted within 30 days after completion of all dust control measures as
outlined in the plan, .including any measures made part of the plan.as a condition
to its approval. Security may be withheld pending submittal of this information.
All such invoices shall be provided along with the required completion of the
PM10 Program Report Form, which can be obtained from the Public Works or
Community Development Departments. Applicant shall also have completed all
proposed and/or required dust control measures set forth in the plan prior to
release of any posted surety.
4. Track -out or other accumulations of soil material(s) onto any paved public streets
outside of the areas proposed for grading shall be minimized. Any construction
access and egress ways to paved areas shall be improved with pavement,
aggregate base course or other similar method, for a distance of 120' from the
pavement edge in order to minimize track -out onto paved areas. Any track -out or
other accumulation of soil material(s) onto paved areas, whether public or private,
shall be wet -swept or water flushed by the end of the work day, and shall be kept
damp during construction operation hours until'so removed.
5. Any unpaved construction access ways and approved travel ways within the site
shall be 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 any traffic activity and at the end of the day after
all activity has ceased. All track -out shall be removed as per Condition #4.
6. Any transported soils shall be sufficiently stabilized (watered down) so as not to
create dust during loading, transport and spreading. Minimum freeboard shall be
established by the Public Works Department. Any on and off-site storage piles shall
be covered or suitably stabilized in order to maintain a sufficient moisture content
at all times. All borrow areas shall be chemically stabilized to mitigate airborne dust.
� e f
7. Any on-site employee parking areas shall be properly stabilized, compacted and/or
paved to accommodate such traffic activity. If on-site roadways are constructed to
ultimate design or otherwise paved prior to any construction activities commencing,
then construction parking shall be limited to those paved areas. No vehicular
parking or traffic of any kind is permitted on or over any previously stabilized,
inactive soil areas.
8. Disturbed but inactive development areas proposed for watering only shall be
watered daily in conjunction with watering of access roads and developing areas.
If the soil composition is not conducive to formation of a hardened surface, an
appropriate chemical binder, as approved by the California Water Quality Control
Board, Region 7, shall be applied as a remedial measure. The City.may release a
portion of the bonded amount to .the applicant for such work. Adequacy of all
proposed and conditional stabilization measures shall be determined by the
assigned grading inspector.
9. All disturbed areas where further grading, construction or other land disturbance will
not -occur within 30 days shall be staked, posted or otherwise restricted in order. to
prevent any vehicular access onto or over those areas, and shall be stabilized no
later than four days after completion of the activity, in accordance with the
provisions and conditions for this dust control plan approval.
10. 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.
11. Approval of this dust control plan does not 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. This includes any type of testing or
sampling required as a condition of development approval, such as that conducted
for archaeologic, hydrologic and geologic reporting purposes.