11058See below for Finance .Revenue Codes
4
L'3 ENCROACHMENT PERMIT i
GF,yoF deo PUBLIC WORKS: CONSTRUCTION..
For the.construction of. public or private curbs, driveways, pavements, sidewalks,:parking lots,'sewers, water mains bind other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS.-
1MFIL
COP Subdivision Improvement Permit - Class. III
Minor. Improvement Permit.- Class IV..
DATE: 7/18/2011.
LOCATION OF CONSTRUCTION: Casa La Quints; TTM 34038; Avenida Villa and Avenida Navarro
PURPOSE OF CONSTRUCTION: Rough Grading (Backfill Existing Excavation to Odglnai Grades), PM -10.
DESCRIPTION OF CONSTRUCTION: Plan Set No. 07017 (PM -10)
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 7120/2011. TIME OF COMPLETION: 7/29/2011
ESTIMATEO CONSTRUCTION COST: 5113;000 (Including removal of all obstruction, materials, and debris, ba , compaction 'and placing
permanent resurfacing and/or replacing.' improvements)
COMMENTS d
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, harm s fro gainsT bn
and all penalties, liabilities or:loss resulting from claims or court action and. arising:out of anyaccident, loss or a ons o? Jj.
property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to
Notify the;Administiative Authority:ataeast.Wenty-four(24) hours in advance of the time when work vrill•be started at (7 00
7Z - T,
7097. To sut;,an.inspection request; leave a message on.the Inspection Request Hotline at (760) 777-7097 prior to 1. P.M. at
least twenty -fir: (24) hours.prior to the anticipated inspection.
Comply with all applicable City Ordinances,'the'te s and conditions of the permit and all applicablg rules.and regulations of the City
of La Quinta and to pay for any.additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Demo Unlimited - Mike Bahash 81-750 Avenue 50, Indio, CA 92201 (760) 775-58841678-3234•
Name of Applicant Business Address.. Telephone No
Demo Unlimited - Mike Bahash .. 81=750 Avenue $O,:Indio, CA 92201 (T60) 775-58841578-3234.
Name of Contractor and Job Foreman Business Address Telephone No.
473328 1546
Contractor's License Number. City Business License No .
Scottsdale Insurance. Company BCS0023618
Applicant's'Insurance.Company P.oliciy Number '
FEES. Subdivision Improvement Permit - Class I Public lmprovemenfs: 3% of estimated construction costs
Minor Imarovemeht Permit - Class
Finance Revenue Code
Inspection Fee' E_1
3 390.00
Perrriit.Fee, : ' E-1
100.00
As -Built Deposit :. ` . E-A
0.00
Cash Deposit -Suety Bond, E=8
If required
TOTAL .
3 490.00
Private Improvements: s /o.or estimatea construction costs.,
PERMIT NUMBER:. 140t8--
DATE-ISSUE
1:101.8.DATE ISSUE
CYDII�'AT1�1N IIAi[�� y . 7_1.17
BY l
WORK -INSPECTED.BY:.. ... :...`.'..�
PE: COMLET
ERPION. DATE*:: �.
If tfie work is covered by a Subdivision Improvement Ac
shall request final 46c60tance'of improvements from.the
i
See below for Finance Revenue Codes
idea. ,
�z
ENCROACHMENT PERMIT
FMOF �e� PUBLIC: WORKS. CONSTRUCTION
For the construction of public or private curbs, driveways, pavements, sidewalks,:parking lots, sewers, water mains and other like public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS. `
Subdivision Improvement Permit - Class. III
FILE COPY
Minor Improvement Permit.- Class IV
DATE: 7/18/2011
LOCATION OF CONSTRUCTION: Casa La Quinta; TTM 34038; Avenida Villa and Avenida Navarro
PURPOSE OF CONSTRUCTION: Rough Grading (Backfill Existing Excavation to Original Grades), PM -10
DESCRIPTION OF CONSTRUCTION: Plan Set No. 07017 (PM -10)
DIMENSION OF INSTALLATION OR REMOVAL:
APPROXIMATE TIME WHEN WORK WILL BEGIN: 7/20/2011 TIME OF COMPLETION: 7/29/2011
ESTIMATED CONSTRUCTION COST: $113,000 (Including removal of all obstruction, materials, and debris, ba compaction and placing
permanent resurfacing and/or replacing. improvements)
COMMENTS a
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, harm s from gainsay
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or a ons o��%%
property happening or occuring as a proximate result of any work undertaken under the permit granted pursuant to
Notify the Administrative Authority at least twenty-four(24) hours in advance of the time when work will be started at (760) 77�"
7097. To submit:ari inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 1:30 P.M. at
least twenty-four(24) hours prior to the anticipated inspection.
Comply with -all applicable City Ordinances, the terms and conditions of the permit and all applicabIq rules, and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant or Agent
Demo Unlimited - Mike Bahash 81-750 Avenue 50, Indio, CA 92201 (760) 775-58841578-3234,
Name of Applicant Business Address . -Telephone No
Demo Unlimited -Mike Bahash.., 81-750 Avenue 50, Indio, CA 92201 (760) 775-58841518-3234
Name of Contractor and'Job Foreman Business Address Telephone No.
473328 1546
Contractor's License Number. City Business License No .
Scottsdale lnsurance Company BCS0023618
Applicant's Insurance Contpany Policy Number
FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs
'Minor Imoroveinent Permit - Class I Private Improvements: 3%of'estimated construction"costs.
Finance Revenue Code
Inspection Fee E_1
$3,390.00
Permit Fee.,E_1
$100.06,
As-Built'Deposit •• - : , E-A
0.00
Cash Deposit -Surety Bond, E=B .
0:00
if required
TOTAL..
3.490.00
PERMIT NUMBER: 11058.. .
DATE ISSUED: 7.27-. I
EXPO• ION E:. ?
BY: lW
WORK INSPECTED BY":.:
PERMIT COMPLETION.DATE":- . .
If the work is.covered by a Subdivision Improvement Agreement, Subdivider
shall request,rinal acceptance'of improvements from the City.Couricil.
41
t
41
PUBLIC WORKS DEPARTMENT
APPLICATION FOR PERMIT
Date:
Iract No: `r-rM 34 D 39 Project Name: C-94:5 'I L A Q U ! a/ l %l
ricinity: A ye -Y1 k U111a amcl-Av61>~Ida 1V4 Va ri 0
'urpose of Cons ction (Le.: ugh rading, Offsite Street, etc.) p 0 Ei
na kA A(�Ba�l�i (( T� !S-�i� �rCG��7`o rj -f o O ✓c �iv�aD
DeElan
ription of Construction (i.e.: See Plan Set No. 01234)
-% X70 . 0-700
Dimension of Installation or Removal:
Approximate Construction Start Date: % 2a 20 l 1
Approximate Construction Completion Date:.:7 126 12951.
Estimated Construction Cost: $ 11,3
Estimated Construction Cost shall include the removal of II obstructions, materials, and debris, back -filling, compaction and
placing permanent resurfacing and or replacing improvements
Contact Name: ill i K E bA HA 5 H Phone Number: '760 5-79 :3d 3Y
Name of Applicant/Owner: u iyeL I In l ca
Applicant Address:�5 69� ��� D L4/
Applicant Telephone Number:
Applicant E-mail Address:
Name of Contractor: IQ E p 0 N L 1 sMJ - ie_.4 .
Contractor Address: 8 J - S'o A uE 5'z� t'V'o i.6. C 4 9 ;z
Contractor Telephone Number: -IL o - 7 S" $'98 t f
Contractor State License Number:
Contractor City Business License. Number: i5` 4S
Contractor E-mail Address:
►A COPY OF THE CURRENT INSURANCE CERTIFICATE MUST BE PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
Gott epdaie T," Swra.lc e- Cot' H
Applicant or Contractor General Liabili Insurance Policy umber:
R C5 ooz36 1
Office Use Only- Office Use Only:
Inspection Fee: $ Z ! p Assigned Permit Number:
nveiunecKnsts - corms ts< Applicatlo
lication
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
f), P0
Permit Fee:
T O O
As -Built
Deposit:
Dust Control _
�y
Cf�
Deposit:
Credit
/n
Amount:
y
Q
34,30
4 v
TOTAL FEE DUE:
7 /
nveiunecKnsts - corms ts< Applicatlo
lication
Approval Date:
Expiration
Date:
Issue
Date:
Administrative Authority:
f), P0
Demo Unlimited, Inc PROPOSAL AN®,CONTRACT
81750 AVENUE 50 `
INDIO, CA 92201-9411 '
800-337-5884
LICENSE # 473328 A C 21
Date "
Contract # .`
7!5!2011
1745 '
Project
Project
- Description
Qty
Cost
Total ,
CASA LA QUINTA '
Old Town La Quinta Lot Near Avenida Navarro & Calle Tampico.
Total Import Yardage 7600 Yards
0.00
0.00
Permits
Soils Engineer 5 Days
Traffic Plan
Street Sweeper '
Dust Control '
PM -10 Plan and I year with soil binder and fencing
'
7 Days to eompletejob
108,500.00
108,500.00
SWPPP - COST - t
4,500.00
4,500.00
MOBILIZATION OF 25% DUE ON SIGNING THIS AND
SENDING BACK.
BALANCE ON COMPLETION OF JOB.
----- CHANGE ORDER
July) 1, 2011
> Added I PERMIT.(+$4,500.00) _ .
Total change to estimate +$4,500.00
—_--- --,_ "
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When signed by both parties, this proposal becomes "a contract,
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Total
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$113,000.00'
Signature 1
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State Water Resources Control Board
V Division of Water Quality
1001 1 Street • Sacramento, California 95814.866-563-3107
Linda S. Adams Mailing Address: P.O. Box 1977 • Sacramento, California - 95812-1977 Edrnund G, Brown Jr.
Secretary for FAX (916) 341-5543 • http://www.waterboards.ca.govtwater_1'ssues/programs/stormwater/ Governor
Environmental Protection
' EROSIVITY WAIVER CERTIFICATION
For exclusion from the Storm Water Construction General Permit
for small construction activity (between 1 and 5 acres of. soil disturbance).
` Site Information:
Demo Unlimited Inc Casa La Quinta
Carolyn Curci Mel Curci
81750 Avenue 50 77935 Calle Tampico '
Indio CA 92201 , La Quinta CA 92253
Waiver Approved: July 14, 2011
WDID Number: 7 33W000450
Waiver valid through: August 31, 2011
The State Water Resources Control Board (State Water Board) issues this Erosivity Waiver Certification
(Waiver), to the Legally Responsible Person (LRP) who certified that coverage under the Storm Water
Construction General Permit (CGP) is not required for the project/site location'described above. The -LRP
certified the Waiver is valid because construction activity will take place during a period when the value of
the rainfall erosivity factor (R) is less than five. This Waiver only applies to the project/site location ,
described above.
Approval of this Waiver does not relieve the LRP of permitting requirements for other regulated
construction activities/discharges. Construction activity covered under this Waiver must still comply -with
any applicable State regulations and/or local storm water requirements and ordinances. Appropriate
erosion and sediment control best management practices must be implemented to. prevent violations of -
water quality standards.
1n accordance with the Erosivity Waiver requirements set forth in Section II(B)(7) of the CGP, construction .
activity must begin and reach final stabilization within the time period submitted to the State Water Board.
Construction Start: July 27, 2011 Construction End: August 31, 2011 .
If construction activity extends beyond the certified Construction End.date for any reason; the rainfall
erosivity R factor must be recalculated in SMARTS using the original. Construction Start date and a new .
projected ending date. The R factor must be recalculated 30 days prior to August 31, 2011
If, upon recalculation, the R factor remains equal to or less than 5, the LRP must save the information in
SMARTS and recertify the new Construction End date; or
If the R factor is over 5, the LRP must submit Permit Registration Documents (PRDs) as specified by the
Storm Water CGP before the end of the certified waiver period to obtain permit coverage. The
recalculation must occur 30 days prior to August 31, 2011 and PRDs must be submitted t
by August 31, 2011
Failure to submit PRDs as required or to discharge without a permit may subject you to penalties. You
may become liable to pay up to $10,000 a day pursuant to California Water Code Section 13385 and $10
= per gallon per day for any amount. over 1,000 gallons not cleaned -up. You maybe assessed an
additional penalty of a minimum of $1,000 pursuant to Sections 13399.25-3399.43 for each violation. The
matter may be referred to the Attorney General or District Attorney for other civil and/or criminal liabilities
(Section 13385). r .
If you have any: questions please contact the Storm Water Help Desk at. stormwater(a-waterboards.ca:gov
or 1-866-563-3107:
*. California Environmental Protection Agency
Recycled Paper
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NOTES: 1. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2010 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROLS (M.U.T,C.D.) Reviewed By Dale speed Limn
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETY AND TRAFFIC FLOW IF DEEMED NECESSARY BY I XX
CITY OF LA QUINTAAND/OR CITY OF INDIO REPRESENTATIVE. ( Traffic Control Plan for
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN ACCORDANCE WITH TRAFFIC CONTROL PLANS. Dirt Haul
4. CONTRACTOR SHALL MAINTAIN A MINIMUM 10 (TYP. 12')' TRAFFIC LANE WIDTH AT ALL TIMES. THERE SHALL BEA MINIMUM 2' BETWEEN THE EDGE OF CUT AND THE NEAREST TRAFFIC LANE. Prime contractor Contact
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED AT ALL TIMES. Demo Unlimited Mel 760-775-5884
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE DURING WORK HOURS ONLY. AT END OF THE WORK HOURS, THE ROAD SHALL BE CLEAR OF DEBRIS AND TRAFFIC RETURNED TO NORMAL. Traffic control Design by Phone Prepared By
7. DUST CONTROL PROCEDURES SHALL BE MAINTAINED. Tops N Barricades, Inc. (800)852 -TOPS Ron Fifield
8. FLAGGER SHALL WEAR A MINIMUM CLASS 2 ANSI GARMENT (CLASS 3 PREFERRED) AND SHALL BE EQUIPPED WITH A STOP & SLOW PADDLE. FLAGGER SHALL HAVE KNOWLEDGE OF FLAGGING SIGNALS sheet Number Date Permit Number
AND PROCEDURES. "FLAGGER AHEAD" SIGNS SHALL BE REMOVED WHEN NO FLAGGER IS PRESENT. 1 REV B 7/28/11 To Be Issued on Approval
City of La Quinta
The'following General and Special Provisions are attached to and made a part of
Permit Number 11058
The following shall always apply,
ENCROACHMENT ON PRIVATE PROPERTY: This permit authorizes work to be accomplished within the City of La Quinta's 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.
TRACK -LAYING CONSTRUCTION EQUIPMENT: Cleated track -laying construction equipment shall not be permitted to operate on any paved
surface unless fitted with smoother -faced street pads. All mechanical outriggers shall befitted with rubber street shoes to protect the paving
during excavations. Rubber -tired equipment only shall be used in backfill operation 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 coat 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 City of La Quinta Public Works Inspectors. Suitable detours and detour signs*shall be placed and maintained for the duration of the
project. The City shall be notified twenty-four hours (24) in advance of any traffic detours or delineation.
CARE OF DRAINAGE STRUCTURES: Any drainage structure to include 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 cornmencement of this work. Drainage structures and open drains
shall be kept free of debris atall 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 OPERTATIONS: 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 dose 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'
® R1 NOTIFICATION: Permittee shall be notified the City at (760) 777 - 7097 at least forty-eight hours (48) in advance of starting
construction.
® R2 UTILITY CLEARANCE: (Substructures) Prior to making any excavations 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
perm ittee.
® 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 ( " N/A " ) inches of A.C. paving placed -on ( " N/A'" ) inches. of ( "` N/A " ) aggregate sub -base course having an
"R".value of not less than ("" N/A "") and in conformance with the 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
one-fourth 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 (" N/A "")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 two and a half inches (2'Y2"j of A.C. paving on (" N/A "") of class ("" N/A")
aggregate base.
® R9 SIGHT CLEARANCE: Sight Clearance of six -hundred feet (600') in all directions shall be assured and maintained at all
times.
❑ R10 SOIL STERILIZER: The area to be surfaced shall be treated with soil strerilizer. Rate of application shall comply with the
manufacturer's specifications.
City of La Quinta
® R11 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 or 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 included shall be completely tied out so they may be readily and correctly,
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 clearance.
® R13 PAVEMENT CUTTING: Pavement will be mechanically saw cut 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 or 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 one -thousand feet (1000') 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 and adequately, consolidated backfill. Ant 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 on lifts not greater than
three feet (3') and vibrated using vibrostamper or equivalent equipment. Alternate methods may be substituted, but in any
case, a relative compaction of ninety-five percent (95%) shall be maintained with the structural section of the roadway.
❑ R17 BACKFILL PLACEMENT: Backfill shall be applied in layers of not more than fifty percent (50%) of the total depth of the
trench before flooding or a maximum of five feet (6) 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 not be less than ninety percent (90%) 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 continuos:
❑ R18
COMPACTION TESTS: If so required.by the inspector, compaction test shall be made at intervals of not more than one -
thousand (1000') feet and a maximum of one (1) test on each road. One (1) copy of each test shall be forwarded tot 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 Sections 6.3.001 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 two inches (2") of SC -800 shall be placed on a prepared sub -grade. The SC -800 temporary paving shall be placed after
a maximum of three -thousand linear feet (3000') or 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
three inches (3") of SC -800 shall be placed immediately. A permanent patch of Asphalt Concrete surfacing per City of La
Quinta Standard 600 shall be placed no later than ( 5 ) 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 street_ 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 Ouinta 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 permitte 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 it becomes.
necessary to restrict traffic, the work shall be restricted to a maximum of five -hundred feet (500') 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 ninety percent (90%) or
equivalent tot 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.
PERMIT NO. 11058
Casa La Quinta /Rough Grading (Backfill Existing Excavation to Original Grades)'
& PM -10 /TTM 34038; Avenida Villa and Avenida Navarro.
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. This permit or copy of it shall be on the work site (usually the fob trailer) for mspeetion dunng the
actual work performed:
3. The backfill shall be placed in accordance with the Geotechnical Addendum dated July 15, 2011 and
with the City's Grading Ordinance to the satisfaction_ of the City Engineer. A geotechnical certification
of compliance including'compaction'reports• from the Soils Engineer shall be submitted prior to
completion of the grading.
4. Upon completion of the grading, the permittee shall spray the site with chemical stabilizer to, the
satisfaction of the City Engineer.
5. Demo Unlimited (Mike Bahash), - hereinafter referred to- as "Permittee", shall be responsible for
providing continuous dust and erosion control:
6. Streets shall be kept clean. They shall be completely cleaned at end of each working day and more
frequently, if required.
7. The permittee shall request for inspections by calling the City Inspection Hotline at (76'0)'777-1097
before 1:30 p.m. at least 24hrs prior to. the requested inspection.
8. 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 regulatedwork hours. Operation and maintenance•of •
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October 1st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:00 a.m. to 5:00 p.m.
May 1st to September 30: Monday -Friday 6:00 a.m. to 7:00 p.m:
Saturday. .8:00 a.m. to 5:00. p.m.
Work shall be prohibited on legal holidays and Sundays.
i Note: Construction work includin settin u traffic control devices >s not permitted on an Arterial
( g g p ) p y:
street (ie any4 lane street) before 8:00 a.m.
special Conditions
Pagel 1 of 6
PERMIT NO. 11058
Casa La Quinta /Rough Grading (Backfill Existing Excavation to Original Grades)
& PM -10 /TTM 34038; Avenida Villa and Avenida Navarro.
9. Work within 500 feet of a signalized intersection shall be performed 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 City Traffic Signal Technician at (760) 250-0571 if signal operation at the intersection is to be
altered in any way.
10. 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.
11. Any land on which Williamson Act contracts apply shall remain undisturbed.
12. Pursuant to Section 14.16.250 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982), at
residential streets, advance warning-. signs and traffic control shall be installed, and maintained in
accordance the latest edition of the California Manual of Uniform Traffic Control Devices (MUTCD).
On Collector to Major Arterial Streets, the permittee must submit a traffic control plan which shall be
prepared under the guidance of the latest edition of the California Manual of Uniform Traffic Control
Devices (MUTCD). It shall be the Permittee's responsibility to appropriately detour and barricade all
construction sites. .
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 two (2) travel lanes of paved surface shall
be maintained at all times.
13. 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.
14. 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.
15. The permittee shall be responsible for notifying the inspection staff of import fill and overexcavated areas;
on a daily base's. If the inspector's phone number is unknown, the permittee shall call the Public Works
front counter phone at 777-7075 or the Assistant Engineer II at 777-7047 to determine the city inspector's
phone number.
If the imported fill or overexcavated locations indicate to the inspector that inadequate soils exist based on
the criteria set forth in the Project Soils Report, Public Works Greenbook, or California Building Code, the
Public Works inspector may halt grading operations until the inadequate soil has either been removed or
the Public Works Director authorizes grading to continue.
The above testing or observations does not relieve the permittee's responsibility for future repairs due to
settlement at and near the locations of the work area.,
Special Conditions Page 2 of 6
PERMIT NO. 11058
Casa La Quinta. /Rough Grading (Backfill Existing Excavation to Original_ Grades) &
PM -10 /TTM 34038; Avenida Villa and Avenida Navarro
Prior to the city issuing a building permit, the permittee's Geotechnical Engineer of Record shaltsubmit a
certified letter indicating that the grading has been completed per the approved plan. A compaction report
on all fill is required following pad certification and prior to building permit issuance.
16. The issuance of this permit and the City approval of the related. construction improvement plans do not
provide a vested entitlement for all design parameters that may have been utilized for the plans. As such,
plans approved for this permit may be "at risk" for further modifications as it.relates to any follow up
.improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
17.1 . This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to start.
of construction, the name of the City approved contractor, who shall submit to the City the following items:
a. General Liability Insurance Company and Policy Number
b. City Business License
c. Contractors State License Number
18. The Applicant or Contractor shall furnish the City satisfactory evidence of `insurance in the amounts
provided in the Engineering Bulletin for, Indemnification & Insurance Requirements. This insurance shall
be kept in full force -.and effect at all times by -Applicant or Contractor during the.prosecution of the
permitted work and updated Certificate of Liability Insurance shall be submitted to the City. Each policy
shall name the City as an additional insured.
19. The City of La Quinta reserves the right to require modifications of the work.be made at permittee's sole
cost for proper sight distance requirements per guidelines in the AASHTO " A Policy on Geometric Design
of Highways and Streets, 5h Edition" or latest, in the installation of all appurtenances abutting and within
the public street right-of-way.
20. The permittee shall haul all offsite debris to a certified landfill. Prior to hauling debris, the permittee shall
inform the City (Inspection *staff or 777-7047) of the name and location of the certified dump site.
21 Prior to excavating in native soils, the owner of the project shall have employed by proposal contract an
archaeological observer for the site excavations within native undisturbed soils. A copy of the contract
must be submitted to.the Public Works Department and attention this to the Assistant Engineer II. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
22. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, a traffic control plan for review and approval prior to start of construction or
parking on the paved R/W.
Special Conditions Page 3 of 6
• PERMIT NO. 11058 "
.Casa La Quinta /Rough Grading .(Backfill Existing Excavation to Original Grades) &
PM -10 /TTM 34038; Avenida Villa and Avenida Navarro
23. Pursuant to Section 14.16.370 of the La Quints Municipal Code (Ordinance 10 § 1. (part),1982), backfill
compaction within street rights-of-way shall conform with Section 306-1.3 of the latest edition of the
Standard Specifications For Public Works Construction (SSPWC), except as otherwise specified herein.
Native material may be used as backfill material provided that minimum compaction, achieved in the
manner prescribed herein, is achieved. Backfill shall be performed by mechanical means; no water
densified compaction via jetting or flooding or other means shall be allowed. It shall be the Permittee's
responsibility to provide appropriate geotechnical supervision, testing, and inspection, onsite, at all times
during backfill operations.
Backfill compaction shall be achieved by the following conditions:
A. When a firm foundation is not encountered due to soft, spongy or other unsuitable material, such `.
material shall be removed to the limits directed by the Geotechnical Inspector and/or the City
Inspector and the resulting excavation backfilled with pipe bedding material.
B. Backfill materials shall be brought to or maintained at 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.
E. 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.
F.. 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.
G.. •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. ,
H. 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.
Special Conditions Page 4 of 6
� 1 .
PERMIT NO. 11058
Casa La Quinta /Rough Grading (Backfill Existing Excavation to Original Grades)
& 'PM -10 /TTM 34038; Avenida Villa .and Avenida Navarro
24. 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.
25. All landscaping, irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition.
26: Access and egress to all local properties shall be maintained at all times.
27. Pursuant to Section 14:16.375 of the La Quinta Municipal Code. (Ordinance 10 § 1 (part), 1982),
permanent pavementreplacement shall be completed no later.than seven (7) days after the completion
of the work. Permanentpavement 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
C.
D.
Specifications'for Public Works Construction. The replaced pavement and base material shall be
compacted to 95%relative compaction and respectively tested, for -each 3001inear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a Cityapproved'/2" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
Cold -Mill and Overlay - The existing pavement which was properly protected in place during the
trenching operation located adjacent to the trench saw, cut shall be.cold-milled to a depth of 0.10
feet with butt j oint created next, to the existing unmilled pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid .with a City approved C2 -AR -4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
• For longitudinal trenches located in a parking lane: three (3) feet outside the sawcut
removal lines-.
Special Conditions
Page 5 of 6
PERMIT NO. 11058
Casa La Quinta /Rough Grading (Backfill Existing; Excavation to Original Grades)
& PM -10 /TTM 34038; Avenida Villa and Avenida Navarro
• For longitudinal: trenches located in a traffic lane: three (3) feet outside the sawcut removal
lines, or to the lane line striping, whichever, is greater.
• For transverse trenches across existing street:, two (2) feet outside the sawcut removal lines.
E. If grinding and capping operations are not performed in the same day as base paving operations,
the base course lift of 3/" 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 or any existing detour 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.
28. 'Permittee shall permanently stabilize any and all soil. that was disturbed as a result of work performed
under this permit with an approved dust control treatment. Soil stabilization shall be done immediately
after. completing the operation.
29. '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 .
riot 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.
i
30. The City of La Quinta reserves the right to revoke,. suspend or void this permit at any time.
31'. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equity that may arise out of work under this permit.
32. If it is the intent of the ,permittee to cut the pavement. and have it restored by a third party, the
permittee shall postpone cutting the pavement until the intended third party has acquired.a permit from
the City to perform the required restoration work.
special Conditions Page 6 of 6
Sladden Engineering -
45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847
6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863
800 E. Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778
July 15, 2011
Demo Unlimited
81-750 50t' Avenue
Indio, California 92201
Project: Casa La Quinta - Site Reclamation Project
51-100 Avenida Villa
La Quinta, California'
Project No. 544711124
11-07-169
Subject: Geotechnical Update/Addendum
Ref: Geotechnical Investigation report prepared by Sladden Engineering, dated January
31, 2005; Project No. 544-4812, Report No. 05-02-117
As requested, we have reviewed the above referenced Geotechnical Investigation report as it
relates to the reclamation of the above referenced project site. Itis our understanding that in
accordance with the City of La Quinta requirements, the existing excavation that occupies the
majority of the subject site will be backfilled to near the previous natural grade. The project site.
is located, on the southeast corner of Calle Tampico and Avenida Villain the City of La Quinta,
California. ,The previous excavation and remedial grading was performed in conjunction with
the previously proposed Casa La Quinta project. Subsequent to rough grading the project was
stopped and it is our understanding that the lender has retained ownership of the'property.
As previously indicated'. the site was rough graded. including the. excavation of the lower
subterranean level (approximately 5 feet below grade) along with over -excavation and re -
compaction of the lower level. foundation bearing soil. The rough grading included
overexcavation and/or recompaction of the native surface soil. along with the .placement of
engineered fill material to the existing bottom of excavation elevation.
The referenced report includes recommendations pertaining to the placement and compaction of
structural fill that should be applicable to the planned excavation backfill project_ In conjunction
177
with the site, reclamation project, the: existing excavation :'should be backfilled' with `properly
compact q --,engineered fill so 1:. The import soil utilized should be', equivalent to or better in
quality that the existing native site soil. The'irriport soil should' be.non.-e=xpansive (Expansion
Index of less than 20). The proposed import soil should be approved' by .the geotechnical'
consultant .prior to placement 'on the sutjec_t .site: He following specific recommendations are "
Lam__
applicable to the proposed site reclamation project.
July 15, 2011
-2-
Project No. 544-11124
11-07-169
The excavation as we as the rema P der of`,'the site should be deared of any surface vegetation or
debris prior to gradin The;soil ex osed within the botfom-of'the excavation 'should be scarified'
,.brought to' near optimum moisture content and compacted to at least 90 percent of -maximum
�-density priorao fifl placement Fill material should be placed -in -thin -lifts. (6 to 12 inches in 'a loose
�'
condition depenaenf-upon the equipment used) 'at near optimum moisture content and
T, to of least 90 percent .relative_ compaction, 'Compaction and moisture content should
be verified by_ testing. The, fill -material should be benched into the adjacent native soil where .
t,possible (all sides. except adjacent ,to the, existing building). :One mid -height bench should be
a
adequ- - - - ...
te,__ The bench. should extend laterally approximately 3 to 5 feet beyond the previous
excavation limits where possible.: The -use of , hand operated compaction equipment will be
necessary adjacenttothe existing. building to attain adequate compaction.
This Geotechnical Update/Addendum has been prepared specifically for the planned site
reclamation project: In the event that future structures are proposed for the.site, supplemental
site specific geotechnical investigation work will be required to comply with current City of La
Quinta geotechnical requirements as outlined within Engineering Bulletin #09-03.
If you have questions regarding this report or the referenced report, please contact the
undersigned.
Respectfully submitted,
SLADDEN ENGINEERING
?ROFESS/p,Lq
Brett L. Anderson
Principal Engineer N0 X46389
�r EXP. 9,30-2012
fi}
Letter/gl cr>gT ClV1L
FCF CALIF
Copies: 4/ Demo Unlimited