2508NOTE
40 1
With proper validation t j
this for constitutes an CITY OF LA QUINTA .
- encroachment' permit
APPLICATION FOR PERMIT
``» • PUBLIC WORKS CONSTRUCTION `(ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, virater,mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
A.
DATE: €isptamba, x,996 Subdivision Improvement Permit — Class I I I
Minor Improvement Permit Class IV
LOCATION OF CONSTRUCTION La Eft lota Village Attortaente, West of Washinsto#' Street, .
NO3r`t11 of Cake`atpi;Gol ac%ttGelnt to la Quin Village 8hopit Center
(Street address or Description of Location)
PURPOSE OF CONSTRUCTION 011 -»Site 14=62MOT111tS, Sketch (attach construction plans if appropriate)
cortgtruction of anatctment Cemni,ftk.
"DESCRIPTION OF CONSTRUCTION 0—n 01to 41-e rila#ts ftradltia,
vavibA & other 1mrav amente p*r anui'oved 01ano
SU ATT&CM CONDMONS.
DIMENSION OF INSTALLATION OR REMOVAL Seo 1�1Anti.
ORE APPROVED n�Sr TITLBD':
_
" GRADINO An PAVING 7us,
PWT KAN 96-571+" BT KEITH
SIZE OF EXCAVATION, IF•NEEDED $ee Plans..
iNTWMT10Nt$,, ,SNC., J1 ROVED•-
..APPROXIMATE TIME WHEN WORK WILL BEGIN 9/4!96
APPROXIMATE -TIME OF COMPLETION 6/1197
ESTIMATED CONSTRUCTION COST $ 457.141.75
^
(Including removal of all obstruction, materials, and debris, backfilling, com-
' paction.and placing, permanent resurfacing and/or replacing improvements)"
w
In consideration of the. granting of this permit, the applicant hereby agrees to:
rinderrinify, defend and save,the City, its authorized agents, officers, representatives and
employees, harmless from and against any and all,,-.- ,
1 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.
P1 +;4: ♦L,u A.d... A. H,.. I., c.. i"AL l,__
---- ---
1-1 IIVUIJ III a Var§Ce VI t LIIIIa WIICII WUIR WIII UC JLdf LUU. , • . -
Comply with all applicable•City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of ~
La Quinta and t6 'pay for any additional replacement 'necessary as the result'of this work
'-
►.`a Signature of Applicant or Agent i r
u.a.n• rFctras�rras sAna AAVW *A "Oi RAfte A.3.VQ* AQROVI.1441ls UA. %T; iWL LVLO)- //:S"'DUOV
Name of Applicant (please print) Business Address Telephone No.
Pimm
Name of Contractor and Job Foreman Business Address Telephone No.
445116 - 4365
Contractor's License No. City Business License No.
GOIC ipg Amerlea 0020537OLP
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit — Class 111
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
Minor Improvement Permit — Class IV: See attached schedule f SEP I 0 1996
Inspection Fee -
Permit Fee
Penalty I
Cash Deposit -Surety Bond
if required
TOTAL:
Receipt No.
$ 8.$71.
10.•
$ 8,881.
Received by Date
Recorded by
PERMIT VALODA ION
i. -PERMIT NO. 254$
DATE APPROVED 9/4/96�
EXPIRATION DATE 6/1197
DATE IBy SSUED N,O (o
ZAAW
Administrative Authority
Telephone: (619) 777-7075
,� k.
NOTE:
With proper validation
this form constitutes an -CITY OF LA QUINTA
encroachment permit
APPLICATION FOR PERMIT
PUBLIC WORKS CONSTRUCTION (ENCROACHMENT)
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, sewers, water mains
and other like public works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS
Subdivision Improvement Permit — Class I I I
DATE: 0.
I Mino mpr vement Permit Class I �-
�OCATION OF CONSTRUCno V � �VIQ 1!
r4,0 . I n . -11-- .. I I _ - i _ f _ _ n • 1, 1 1 . ,1 `J
(Street address or Description of Locauo�
PURPOSE OF CONSTRUC'TrON
R
ketch (attach construction plans if appropriate)
DIM SION,OF INS ALLATION OR REMOVAL
SIZE OF EXCAVATION, IF NEEDED �(
APPROXIMATE TIME WHEN[
WORK WILL BEGIN
ZT
APPROXIMATE TIME OF COMPLETION�K-
ESTIMATED CONSTRUCTION COST $ �r'rU" '��2` �t
(Including removal of all obstruction, materials, and debris, do filling, com-
paction and placing permanent resurfacing and/or replacing improvements)
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, -defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any and all
penalties, liabilities or loss resulting from claims or court action and arising out of. any accident, loss or damage to persons or property
happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started.
Comply with all applicable City Ordinances, the terms and conditions of the permit and all applicable rules and regulations of the City of
La Ouinte and to pay for any additional replacement necessary as the result of this work.
ffiM:00
Name of A41icant (please print)
Name pf Contractor and Job Foreman
Contractor's License
Sig atureVpplicant or
. V
Bu ' ss Address
Business Address
City Business Licpj
Shone No.
Shone No.
Applicant's Insuoiice�oWany GEN. LIABILITY P II tuber
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 2466
Inspection Fee $1�J^^� PERMIT VALIDATION
Permit Fee
Penalty
Cash Deposit -Surety Bond
if required
TOTAL: $ �6
Receipt No.
Received by Date
Recorded by
PERMIT NO.
DATE APPROVED
EXPIRATION DATE
DATE ISSUED
By
Administrative Authority
TELEPHONE: (619).777 -?075
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®� KEITH INTERNATIONAL, INC.
USA PROPERTIES FUND - VILLA LA QUINTA APARTMENTS
ESTIMATED QUANTITIES FOR BONDING PURPOSES
JOB # 40219
01 -Aug -96
OFF- SITE (PUBLIC) IMPROVEMENT COST ESTIMATE
O. -R. f w'`/
9-..d - C16
CITY OF LA QUINTA
AUG 0 71996
PUBLIC WOkiiS
DESCRIPTION
UNIT
QUANTITY
UNIT
TOTAL
COST
COST
CONSTRUCT 4" AC
S.F.
3,395
$1.12
$3,802.40
CONSTRUCT 8" AB
S.F.
3,395
$0.66
$2,240.70
CONSTRUCT 8" CURB & GUTTER
LF.
583
$10.00
$5,830.00
CONSTRUCT V WIDE CONC. SIDEWALK
S.F.
4,340
$250
$10,850.00 -
PARKWAY LANDSCAPING'
LS.
1
$25,000.00
$25,000.00
REMOVE EXISTING AC BERM AND PAVEMENT
LF.
575
$3.60
$2,070.00
REMOVE EXISTING 8" CONCRETE CURB
LF.
40
$3.00
$120.00
CONSTRUCT CONCRETE SPANDREL
S.F.
650
$3.50.
$2.275.00
CONSTRUCT PEDESTRIAN RAMP
EA.
1
$750.00
.$750.00
SAWCUT EX PAVEMENT FOR A SMOOTH JOIN
LF.
803
$2.00
$1.208.00 Planning
12" CROSSWALK STRIPING
LF.
75
$0.50
$37.50
FURNISH AND.INSTALL CALTRANS R26 SIGN & POS
EA.
2
$110.00
Engineering
$220.00
"
wO "
If�T CCA/G� /�1 GAAa�
•
�
.
•
r
• Lnviro mental
IQCA AA_i�
'vtA1QTC1
�1�R
BREAK AND j014 EX I--' gr -_vv -r_ -m HOLE
�
_
�50 0/,
r V
.00 Earld Surveying
IN ST J 1 19" ❑IP W
.
.
, 0_ u i s
"
,
.0
.
—Water Resources
;I
INSTALL-11"IRE HY RANT -ASSY.
.
;000:nn cultural Resource:
_MISC€LLAN
Iry
, 0:00
LF..
40
$20.00
$800.00
SUBTOTAL PUBLIC IMPROVEMENTS �$221,7t5.84
ON- SITE IMPROVEMENT COST ESTIMATE
DESCRIPTION
UNIT
QUANTITY
UNIT
TOTAL
COST
COST
CLEARING AND GRUBBING
L.S.
1
$5,000.00
$5,000.00
UNCLASSIFIED EXCAVATION
C.Y.
31,950
$1.75
$55,912.50
CONSTRUCT 3" AC PAVEMENT
S.F.
133,215
$0.84
$111,900.80
CONSTRUCT 4.5" AB
S.F.
133,215.
$0.50
.$66,607.50
CONSTRUCT 6" CURB & GUTTER
LF.
I 190
$10.00
$1,900.0.0
CONSTRUCT 6" CURB ONLY
LF.
6,900
$8.00
$55,200.00
"ONSTRUCT V WIDE CONC. SIDEWALK
S.F.
31,725
$2.50
$79,312.50
CONSTRUCT CONC. RIBBON GUTTER
LF.
1,970
$15.00
$29,550.00
(619)346-98447-ax(619)346-9360
41-865 Boardwak Suite 101
Palm Desert. Cal: ornia 92211
�� J
s � u
I
ADJttS
-
0�
CONSTRUCT 5'x5' SPLASH PAD
EA.
2
$100.00
$200.00
CONSTRUCT 3' WIDE CONC. DOWN DRAIN
LF.
85
$10.00
$850.00
INSTALL 24' WIDE EMER. ACCESS GATE
EA.
1
$1,500.00
$1,500.00
REMOVE EX 8' HIGH CONC. BLOCK WALL
LF.
25
$10.00
$250.00
CONSTRUCT DECORATIVE PAVEMENT
S.F.
1,055.
$10.00
$10,550.00
8" PAINTED DOUBLE WHITE STRIPE
LF.
152
$0.15
$22.80
4" PAINTED SOLID PARKING SPACE STRIPE
LF:
5,784
$0.17
$983.28
PAINTED "STOP" AND 12" WIDE STOP BAR
EA.
2
$20.00
$40.00
FURNISH AND INSTALL STOP SIGN AND POST _
EA.
2
$130..0f0
$260.00
WSTALL4"
w X10.00, -N,000 00
REMOVE EXISTING 8" CONCRETE CURB
LF.
180
$3.00
$480.00
CONSTRUCT 6" CONC CURB AND 1.5' GUTTER
LF.
310
.$10.00
$3,100.00
INSTALL 36"x36" CONC CATCH BASIN
EA.
1
$500.00
$500.00
INSTALL SUMP PUMP
EA.
1
$5,600.00
$5,600.00
CONSTRUCT PEDESTRIAN RAMP
EA.
9
$750.00
$8,750.00
FURNISH AND INSTALL "RIGHT TURN ONLY" SIGN
EA.
1
$100.00
-$100.00
PAINTED ARROW
IFA
_ 2
$10.00
--=00 ..... . ..... .
PAINT CURB RED ..
LF.
920
- $0.15
-4138.00 -=--
PAINT HANDICAP SYMBOL AND STRIPING -
': EA.
8
$20.00
.$160.00
FURNISH. AND INSTALL'1'HRU TRAFFIC MERGE LE
EA.
1
$135.00
$135.00
PAINT DOUBLE YELLOW STRIPE
LF.
77
$0.15
$11.55 ,
FURNISH AND INSTALL "NO PARKING" SIGN
EA.
1
$110.00
$110.00
SERVICE
9t�fl0-418,-800.00
SUBTOTAL ON-SITE IMPROVEMENTS.
X69,743,79---_
TOTAL PROJECT IMPROVEMENTS
$681,459.33
ADD 15% CONTINGENCY
$102,218.90
PROJECT GRAND TOTAL $783,87833
i
The following General and Special Provisions are attached to and made a part of Permit No. a�o
GENERAL PROVISIONS -- The following shall always apply:
ENROACHMIM 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 Quints 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 eventit 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 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:
RI NOTIFICATION: Permittee shall notify the City at (619)777-7075 at least 49 hours in advance of starting construction.
R2. UTILITY 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.
R3 U ELJTY 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 than 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: City of La Quinta shall check grades upon receipt of plan and profile and/or grades as established by
a licensed engineer'.
R7 CURB REMOVAL FOR DRIVEWAYS: A portion of the existing concrete curb and/or curb and gutter _feet) shall be
removed. Curb and/or curb and gutter shall be saw cut prior to removal. Depressed curb, matching concrete gutier and
concrete driveway approach shall be constructed in conformance with City of La Quinta Standard #207.
R8 DRIVEWAYS: A.C. driveways shall be constructed as not to alter existing drainage pattern. Surfacing between the property
line and the existing road paving shall be 2 1/2 inches of A.C. paving placed on of class aggregate base.
Driveway construction shall conform to attached drawing. .
R9 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.
i
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
Quinta 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 PAVEAUM 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 be'placed in lifts of not greater than
three feet (3) and vibrated using vibrotamper or equivalent equipment. Alternate methods may be substituted, but i-. ;my 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 th.:reach
before flooding or a maximum of five-foot (5') Lifts where trenches are of excessive depths. Care is to be exercised that the
backfill material is not subjected to extreme swell by flooding operations. Backfill material shall be placed so that the resulting
compaction shall be not less than 90 percent or equivalent to the surrounding ground, whichever is the greater compaction.
Where ponding or flooding is used for a maximum settlement, adequate dikes will be constructed to retain the water. Where
jetting is used, the jets shall be of sufficient length to reach the bottom of each layer and the water supply shall be continuous.
R18 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made at intervals of not more than 1000
feet and a minimum of one (1) test on each road. One (1) copy of each test shall be forwarded to the City Engineer for
approval and filed prior to making permanent repairs. Compaction tests shall be made as outlined in Section 6.3.01 of the
Standard Specifications, Division of Highways, State of California, dated January 1973.
R19 COMPACTION TESTS: If so required by the inspector, compaction tests shall be made for each crossing or service line.
One (1) copy of each test shall be forwarded to the City Engineer for approval and filed prior to making permanent repairs.
Compaction tests shall be made as outlined in Section 6.3.01 of the Standard Specifications, Division of Highways, State of
California, dated January 1973.
R20 TEMPORARY PAVEMENT REPAIRS:' After completion of backfill and compaction operations, a temporary patch
consisting of 2 inches of SC -800 shall be placed on a prepared subgrade. The SC -800 temporary paving shall be placed after a
maximum of 3000 linear feet of trench has been excavated and backfill operations completed, but in no case shall the
placement of the temporary pavement exceed a five (5) day limit.
R21 PERMANENT PAVEMENT REPAIR: After backfill and compaction have been completed, a temporary patch consisting of
two inches (2') of SC -800 shall be placed immediately. A permanent patch of inches A.C. surfacing placed on a
inch class base shall be placed no later than days after completion of temporary road repair.
R22 FOG SEAL: A fog seal coat consisting of an application of asphaltic emulsion shall be applied over all patch areas as
determined by the City Engineer.
R23 STREET RESTRIPING: Where street striping is still visible on streets to be excavated, such striping shall be replaced upon
completion of permanent repairs.
R24 TREE RELOCATION OR REMOVAL: Tree relocation within the City of La Quinta road right of way shall be
accomplished by a licensed, bonded and insured tree service, and handled safely without interference or hazard to the traveling
public. It shall be the responsibility of the permittee to maintain the tree in a vigorous growing condition at its new location.
Trees to be removed shall'be in sections which can be handled safely without interference or hazard to highway traffic. The
entire width of the tree stump shall be removed and disposed of so that no debris remains in view of the highway. The stump
hole shall be backfilled and thoroughly compacted as specified in the following paragraph. Where is becomes necessary to
restrict traffic, the work shall be restricted to a maximum of 500 feet at any one time. Adequate signs, flagmen and or
barricades shall be provided to protect the traveling public at all times.
Large holes resulting from tree removal shall be backfilled and compacted to not less than 90 percent or equivalent to the
surrounding ground, whichever is the greater compaction as determined by the impact or field method. Compaction tests shall
comply with Section 6.3.01 of the Standard Specifications, Division of Highways, State of California, dated January 1973.
SPECIAL CONDITIONS --PERMIT NO. 2508
--- USA Properties Fund ---
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.
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: Monday -Friday 7:00 a.m. to 5:30p.m.
Saturday 8:00 a.m. to 5:00p.m.
May 1 st to September, 30: Monday -Friday 6:00 a.m. to 7:00p.m.
Saturday 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.
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. ,
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.
Special Conditions - Permit No. 2508 Page 1 of 2
1
SPECIAL CONDITIONS ---PERMIT NO. 2508
(continued)
10. All work shall be coordinated with the City's inspector an
area as directed by and to the satisfaction of the City Engineer.
ers working within the
11. All backfill and subgrade soil shall be compacted to 90% relative
backfill soil within the top 2' of finish pavement surface shall becompacted density, all
relative dry density, all base material shall be compacted to 95% relatiedry to si
12. All excavations at or near the travel way shall be a dry density.
every workday as directed by and to the satisfaction of the City and paved
n at the. end of
protection of the traveling public. Engineer for the
13. All landscaping, irrigation, decorative rock, decorative concrete l
replaced to its original condition. i
ghting etc. shall be
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. Work authorized by this permit shall be limited to onsite im ro
Quinta Village Apartments, as shown on thea p vements for the La
Paving Plan, Plot Plan 96-571," re ared b pproved plans titled: "Grading and
8/12/96, P p Y Keith International, Inc., approved
Special Conditions - Permit No. 2508
Page 2of2
Medium -Large Scale Construction/Demolition Projects
(Greater than 5 acres),
Fugitive Dust (PM10) Mitigation Plan
Date: 9 %9G Jurisdiction: LQ Owwnj Project File #:
Part 1 - Project Information
14OGP 9G -S
CSP 9�-oZ 3
PP qr.-S- -y
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 inY11
rmation may delay the processing of vnur Fueitive bust (PMIO)
Mitigation Plan (Plan). is recommended that you submit yo r
grading or demolition permit application.
l
Project proponent: USA Properties Fund (enA_A, . /zz 2
YovY�
Address:
2200B..Douglas Blvd. , Suite 150, Rose
Day phone number: (916) 773-6060 Emergency phone n
Grading contractor (Contact Person): James O' Rue
Address: 41651 Corporate Way, Palm Desert, CA 92660
Day phone number: (619)568-,5000 Emergency phone number: ( 619) 564-6367
Construction site street address: 50701 Washington Street, La Quinta, CA
Construction site location:
(Please include an 8.5 x 11 location map)
Construction site assessor's parcel number (Tract #): 769-030-047/040
Parcel (Tract) size: 11.65 Acres or Square feet
Anticipated date of physical project initiation: 9-2-96
Anticipated date of project completion: 6-30-96
Anticipated costs for dust suppression: $ 59,000
(Attachment B - Must also be completed and maiTed tot e 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.
Earthwork Information (Acreage/ Cubic Yards):
Project Area: II •(o 4Ct2'5 Total Disturbed Surface Area: I I. 1 gcREs
Cut: /12)750 c.Y,
Import: q,2oo c.:t.
Phasing of Earthwork:
Phase I Grading (Acreage): 11.1
Fill: 31,950 C.Y.
Export:
Date Date
From: To:
Phase II Grading(Acreage): - 0 - From: — To: —
Phase III Grading(Acreage): - o - From: — To: —
Phase IV Grading(Acreage): -0 - From: _ To: —
(Attach additional information if necessary)
Part 2 - Fugitive Dust Control Actions
From [lie 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., freguency of application number and type of dust control implements
No. RG FG FC etc. Please be as specific as possible)
lA X _ _ The site will be pre=watered for approx. 2 days to ensure
saturation as approved by the soils engineer, prior to..
clear -and grub operations to the requirement of the soils
engineer. The equipment to be used will be an 8,000 gal
water pull and a full time -fie water truck.. 'It is our
intent to obtain the water from a 6" meter connected to a
blow off valve on site to feed a 10,000 gallon water truck.
1A X Durs'ng the grading operation, the site will be continually
-- — — watered down with the xiqxipmx�$ same equipment as noted
above to control the dust.
(Use copies of this page if additional space is needed)
Source Details (e.e freauency of upllcatton number and type or dust,control Implements
No. RG FG fC etc. Please be as smiric as possibly
lA X X X Water trucks will apply water as required to all other
non construction areas to control dust.
lA X X X: Another water truck will be on site 24 hours .a day in
— — — addition to the equipment noted above for the grading
�bper.ation and will be on site,for the duration of the
project.
1C X X. _ Haul material,will be moisture conditioned at the borrow
pit to the satisfation of the soils -engineer and when
placed at the project as approved by the soils engineer.
Tarps will be used if required to prevent airborne dust
during the hauling operation.
X _ Wind fencing will be set up if required to address wind
blown sand.
2F X X X Unpaved roads will be watered down as necessary to control
dust.
(Use copies of this page if additional space is needed)
Source Details (e e. freaucncy of annllca(lon number and tune of dust control implements
No. RG FSH etc. Please be as spedric as possible)
?T X- XL 2L Speed limits on unpaved roads will be limited a maximum
of 15 mph to minimize dust.
4 X X X all paved off site rq_wdsawill.bee monitored,and will be
swept or washed o to minimize
any potential for airborne dust and to keepthe adjacent
properties clean. This will occur for the duration.of
the project.
X X X All inactive site ares, including the retention basin
will be watered daily, unless a crust forms, to minimize
the potential for airbore dust. If a-crustforms,
traffic will be limited to an "as'Pbasis to the area.
5U_ X Once the grading operations are complete,'it is our
_ — intent" to immediately erect a 6' tall masonry wall
around the perimeter of the site which will help mitigate
any windblown sand effects during the course of
construction.
As soon as posible, we will irrigate and landscape the
retention basin with the specified lawn. material to
eliminate any dust problems in this area.
Part 3 - Agreement
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. J
nature of Vwner or Authori�ec� epi presentative
to
—j 1 have read the conditions of the Fugitive Dust (PM10) Mitigation Plan and the owner has
authbrized the implementation of all its provisions throughout project buildout.
;�rpnature of Uraoin!
(IFnot the same as a
/�
or or ut orize
epresentatrve
For City Use Only
Based on all of the provisions contained in this.Fugitive Dust (PM10) Mitigation Plan
the Plan is:
Approved
xx. Conditionally approved (Conditions specified below)
Denied (Explanation attached)
/y. 9�io9G
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
SFi� /�TTitGcr�j Gai.+Di r7.� S 1'c
(Attach additional information if necessary)
1 have read the above conditions of the Fugiti
itigation Plan and I agree
LV 1111IJ1G11Kolll"VL all Flvvlalvllb aL LIM wnILcuu.auu►is anu ireyuencles iuentmea.
CONDITIONS FOR FDCP APPLICATION 96-8:
TERRACINA APARTMENTS; 50-701 WASHINGTON STREET
769-030-040, 047; 11.65 ACRES
USA PROPERTIES FUND
1: 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 ($22,000.00) 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 records/invoices 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 partof.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) shall be prevented onto any
Paved public streets outside of the areas proposed for grading. 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 materials) 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 soils associated with import/export activities shall be sufficiently stabilized
(watered down) so as not to create dust during loading, transport and spreading.
Minimum freeboard shall be as established by the Public Works Department. On
and off-site storage piles shall either be stabilized, covered or watered down at
sufficient intervals in order to maintain a sufficient moisture content at all times. All
areas disturbed due to such activities shall be chemically stabilized to. mitigate
airborne dust erosion and suspension.
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 paved prior to
any construction activities commencing, or currently east, then construction parking
shall be limited to those paved areas. No vehicular traffic of any kind is permitted
on or over any 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 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 Aisturbed 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. All areas where any such
land disturbance activities occur 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.
ATTACHMENT A - REASONABLY AVAILABLE CONTROL MEASURES
The left column contains the sources of fugitive dust which are intended /or emission control
under the City's dust control ordinance. The two right columns contain an inventory and
description of reasonably available fugitive dust control measures for each of the sources.
Please use this information as a guide when preparing a Fugitive Dust (PM10) Mitigation Plan.
(Source No) Reasonably Available
Sourc Control Measures
Comments
(t)
Land (A) Watering
o Application of water by means of truck, hoses and/
Clearing/
or sprinklers prior to any land clearing or earth
Earth-
movement will increase the moisture content thereby
moving
increasing stability of material
o Once the initial land clearing/earth movement activities are
complete, a second round of watering can generate a thin
crust which stabilizes the disturbed surface areas provided
that it is not disturbed
o Security fencing can be used to prevent unwanted future
disturbances of sites where a surface crust has been created.
(B) Chemical stabilization
o Only effective in areas which are not subject to, daily disturbances
o Vendors can supply information on product application and
required concentrations
(C) Wind fencing o Three to five foot barriers adjacent to roadways or urban areas
can be effective in reducing the amount of wind blown
material leaving a site
o Should be used in conjunction with other measures
(D) Cover haul vehicles o Entire surface area should be covered once vehicle is full
(E) Wheel washers o Should be placed where vehicles e)at unpaved areas onto paved
areas
o System can be adjusted to spray entire vehicle, including stored
bulk,material in haul vehicles
(2)
Unpaved (F) Paving o Requires street sweeping/cleaning if subject to material
Roads accumulation
(G) Chemical Stabilization o Vendors can supply, information' as to application methods and
concentrations
o Not recommended for roads with high volumes or those used for
heavy equipment
(H) Watering o In sufficient quantities to keep surface moist
o Required application frequency will vary according to soil type,
weather conditions, and vehicular use
(Source No) Reasonably Available
Sou Control Measures
(Z)
Unpaved (1) Reduce speed limits
Roads
(Cont'd) (J) Reduce vehicle trips
Comments
o 15 mile per hour maximum
o Access restriction or redirecting traffic to paved roads in order to
reduce vehicle trips by a minimum of 60 percent
-------------------------------------------------------------------------------------------------------------------------------------------
(3)
Storage (K) Wind sheltering o Choices include silos or enclosures
Piles o Enclosures should consist of three sided barriers equal to height of
material with no more than 50 percent porosity
(L) Wet suppression o Application methods include: spray bars, hoses and water trucks
o Frequency of application will vary on site specific conditions
(M) Chemical suppression o Best for use on storage piles subject to infrequent disturbances
(N) Altering loadin/loadout o Confine loadin/loadout procedures to leeward (downwind) side
procedures of the material
o Most effective when used in conjunctionwith wind sheltering
(0) Coverings o Tarps, plastic, or other material can be used as temporary
coverings
o When used, these should be anchored to prevent wind from
removing coverings
-----------------------------------------------------------------------------------------------------------------------------------
(4)
Paved (P) Wheel washers o Should be placed where vehicles exit unpaved areas onto paved
Road areas
Tract: -out o System can be adjusted to spray entire vehicle, including stored
bulk material in haul vehicles
(Q) Sweep/clean roadways o Either sweeping or water flushing may be used
(R) Cover haul vehicles o Entire surface area should be covered once vehicle is full
(5)
Disturbed (S) Chemical stabilization o Vendors can supply information on methods for application and
Areas/ required concentrations
Inactive
Construction
Sites
(T) Watering o Would require frequent applications unless a crust
can be developed over the site
(U) Wind fencing o Three to five foot barriers adjacent to roadways or urban areas
can be effective in reducing the amount of wind blown
material leaving a site
o Should be used in conjunction with other measures
(V) Vegetation o Establish as quickly as possible when active operations have
establishment ceased
o Use of drought tolerant, native vegetation is encouraged
.;a
ATTACHMENT B - COST INFORMATION
Medium -Large Scale Construction/Demolition Projects
(Greater than 5 acres), .
Fugitive Dust (PM10) Mitigation Plan
Date: Jurisdiction:
Project proponent: USA Properties Fund
Project File #:
Address: 2200B'Douglas Blvd., Suite 150,. Roseville, CA 95661
Day phone number. (916) 773-6060 Emergency phone number: Same I
In the space provided below please list the costs associated with implementation of all dust
control measures. The information provided below should include all implementation costs
(including labor) for dust control throughout the project. Not all measures luted below will
apply to all projects.
Watering:
$26,000:00
Chemical stabilization:
_
Wind fencing: (If required)
$ .3,000.00
Covering haul vehicles: (If required)
$ 1,500-00
`Vheel washers:
Street sweeping: (As required)
$ 2,500.00
Paving:
_
Wind sheltering: perimeter Block Walls
$75,000-00.
Coverings: .
Vegetation reestablishment: In retention' pond
$22, 000.00
.J...• t.. vJc a a a v.raracaavn ulw6 /GLV/UJ .311U1I UC If-UrUJ71111ea to lne Ury Where the
grading 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.
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MEMORANDUM
TO: Saundra Juhola, Admin. Services Director - --
FROM: Marcus Fuller, Assistant Engineer I
DATE: September 10, ,1996
SUBJECT: PIot'Plan 96-571 La Quinta Village Apartments
Attached please find a certificate of -deposit in the'amount of $22,000 issued from La
Quinta Family Apartments, L. P. A CA Ltd. Partnership to the City of La Quinta for
security for dust control measures related to the above mentioned project. Please hold
until dust control measures are no longer required on the site. Public Works
Department will advise.
Enc.
mf
--
:_._�._
C, TI
'DEPOSIT eESIFICATE OF
NOT NEGOTIABLESACRtiM ERCIAL BANKS® Q /�
NOT TRANSFERABLE t ;%01�0$ 4+3 O{}i
r, "+%�f,'l v :«' - _i+. , `4 _ 1•. i;.r •�v':�''�i .n"•r' -• t". rt' . W45 Z** t+t' J X96
entoAl�- yCAIJFORNIA "` . S Sep 1s
N _MULTIPLE MATURITY!,; ° "-- r ❑ � SINGLE MATURITY r:' HAS AVE DEPOSITED
***, *** ***La. Quinta,Family Apartments; L."P. +a'`CA�, Ltd ° Partnership***
THIS CERTIFIES THAT F ---,---`**22;,000-00t*
Twent - two ,thousand. dollars andt00/.100
IN SACRAMENTO COMMERCIAL BANK *** *** :*** ***. *** t: *F7***v***;
! PAYABLE TO Cit of
La- Uinta-
UPON SURRENDER OF THIS CERTIFICATE, PROPERLY ENDORSED ' F s� t..1 < , s,r. X14 t `�!s'{y31�#: i•{�i 1'{�
�" �g2 t MS�43T.i+�lRfi a ..i�tw{ t r k 3
This certificate is issued for period of 180 r days:(mat u rl ty 3= 8=97) ��>� ?4r-; Itmuldple maturfly it will sutomaficaly renew for a similar period of ;
time, at the then current Interest rate, unless presented for redemption with 10 days after the maturity dMe:,The Bank reserves the+rlgh�toAredeem this certificate during
any renewal period upon 14 days prior written notice. No Interest will be paid on single maturity deposits elle the mst�dty date
' .'r ,'ei..6nthly +: k��'gfateOf per annum, ,.
Interest on this certificate shall be paid y , ,',+ t1f � } ° t �, ;� aha c r I �'' based on the
rY, at° maturity ��� t
the N FIXED RATE ❑VARIABLE RATE is adjusted ,rR�„; L� ,�y (} ;s ${?l�' b�� on a 365
bank's current interest. rate u onmaturit h�1 }..
day year L'J SIMPLE ❑+COMPOUNDED DAILY by..- ❑ CREDITTO ACCOUNT
( PAYMENT TO OWNER OF RECORD ; ❑REINVEST UPON MATURITY (Multiple Maturity only) ', I :M 1
A Substantial Penalty will be assessed for early withdrawal' a 1 :� 1= "�-•4 - AUTHO ED SIGNATURE
CD -003 (11/87)
Coll
MEMORANDUM' tl�du
MEMORANDUM
TO: Saundra Juhola, City Clerk
FROM: Marcus Fuller, Assistant Engineer I.
VIA: Chris Vogt, City Engineer/Public Works Director IL'�
DATE: January 29, 1998
RE: La Quinta Village Apartments -- Plot Plan 96-571
Dust Control Security
As the La Quinta Village Apartments project has been completed, dust control measures are no
longer necessary. Please endorse and ,return the dust control security, a certificate of deposit from
Sacramento Commerciale Bank in the amount of $22,000, to:
Ms Martie Vavoudis, Controller
USA Properties Fund
2200-B Douglas Blvd.
Roseville, CA 95661
mf
cc: PP96-571 file
Permit 2508 file
F:\P W DEPT\STAFF\FULLER\MEMOS\ 1998\980129A. WPD