8049See below for Finance Revenue Codes
ENCROACHMENT PERMIT
OF Y�co� 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
Minor Improvement Permit - Class IV
DATE: 5/13/2008 —
LOCATION OF CONSTRUCTION: Centre Pointe PM 31116; Miles Ave and Seeley DriveLi
s PURPOSE OF, CONSTRUCTION: Traffic Signal and Signing & Striping @ Miles and Seeley .
DESCRIPTION OF CONSTRUCTION: Plan Set # 06022 tL 3 2008
DIMENSION OF INSTALLATION OR REMOVAL: See Plans for Dimensions
APPROXIMATE TIME WHEN WORK WILL. BEGIN: 6/1/2008 TIME OF COMPLETI F CE DEPT. A
ESTIMATED CONSTRUCTION COST: $263,047 (Including removal of all obstruction, materials, and debris, backfilling, compaction and placing
permanent resurfacing and/or replacing improvements)
COMMENTS
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 occuring 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 at (760) 777-
7097. To submit an inspection request, leave a message on the Inspection Request Hotline at (760) 777-7097 prior to 4:00 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 applicable. rules and regulations .o a City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
Signature of Applicant o Agent
Michael Oliphant- Centre Pointe Development. 77464 Country Club Dr., #100, Palm Desert, CA 92253 (760) 275-7742
Name of. Applicant Business Address Telephone No
Turner Construction Company 1900 S. State College Blvd, Anaheim, CA 92806 (714) 940-9017
Name. of Contractor and Job•Foreman Business Address Telephone No.
210639 10989
Contractor's License Number City Business License No
Liberty Mutual Insurance. Company. TB1-625-092815-047
Applicant's Insurance Company Policy Number
FEES Subdivision Improvement Permit - Class I Public Improvements: 3% of estimated construction costs
Minor Improvement Permit - Class I Private Improvements: 3% of estimated construction costs
Finance NUMBER: 8049
Revenue Code
DATE ISSUED: t IQ .-7 . O
Inspection Fee E_1 $7,891.00 I
EXPIRA N DATE: O Of;
Permit Fee E_1' $100.00 i I BY: •� 1
As -Built Deposit E=A $1,600.00
Cash' Deposit -Surety Bond, E=B - 0.00 .I WORK INSPECTED BY*:
if required I PERMIT COMPLETION DATE":
TOTAL 8 99.1.00 ` If the work is covered by a Subdivision Improvement Agreement, Subdivider
J shall request final acceptance of improvements from the City Council.
° L CITY .OF LA .QUINTA
{� PUBLIC WORKS DEPARTMENT
�.��� ENGINEERING DIVISION + _
78-495 Calle Tampico • P.O. Box 1504 o.La Quinta; Califoinia 92247-1504
OF T1 Phone: 760:777.7075•• Fax: 760.777.7155 ✓ '
r
* . PRE -CONSTRUCTION MEETING ATTENDANCE'FORM
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Date: �U• ?•,vg
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T:\STAFhValerizuela\Engineering Services\Pre-Con_Attendance F6rm:doc'
May-13-08 09:20A Mike
7603455501
P.02
Date: 7-'1 /o b
PUBLIC WORKS DFPARTMENT
APPLICATION FOR PERMIT
. -
'Tract No. I I (r _ Project Name: i�4ftl_
Puraose of Constructiol (i-e : Rpugh Grading, Offsite Strut,
Loll M z 1� s a►�� �e �1
Description of Construction (i.e,: Sec Plan Set No: 01234) 6,A.ln sc O(n 0 Z Z-
Dimension of Installation or Removal: t. t �+a;r S .L �.T �- r ram. a s _
Approximate Construction Start Date:
Approximate Construction Completion Date: �i a — f Zb 3, 011-7
Estimated Construction Cost: S _
FSt3Rt710d C,,V W,6,.a Rost stall kokb a the r=ovW of all obsauctiws, tnatetiaes, and dobtes, back-BWag, ovmPac{+oet trod
ptumg Pit r= ffwU%e Rod or nPL-ing *toa'CQ1 'U
Contact Name: . c. Phone NumbcT: '► Z'+ 7 4 Z
Name of Applicant/Owner: C. t �.e C• ? DP✓P �1—�
Applicant Address, ° i g
Applicant Telephone Number: -7 7 `
Applicant E-snail'Addrizss: s►'1 5 g L i��i�f".1�� '
Name of Contractor:
Contractor Address:
Contractor Telcphon
Contractor State License Number: --2- J.0
Contracior City Business License Number:
Contractor E-mail Address: Co
r A COPY QF THE C I !LRMNT IN URANCE GFRTIFi .ATF MUST 13E PROVIDED -4
Applicant or Contractor General Liability Insurance Company:
G ' a �rcnL�
Applicant or ntractor General Liability insurance Po icy tuber:
62
orgeti. use only:
Ins�ca:t;on Fc�: "l
Vc, t t Fee: ((�
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Dust COidroi O
D,T,nsit:
clodit
TOTAL FEE DUE:
FOR PGRMrr dkx
Oft'ice Use Only: �v
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ApPtonl Qace:
F�tpiratioa .
t?.Ilc:
Issaw _
Date:
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May,- 13-08 09 ;'2IA Mike 7603455501
P . 06 `
CENTRE POINTE.-@ LA QUINTA :
PARCEL MAP NO. 31116.
OF LA QUINTA ,
,CITY s
Southeast Corner of Miles Avenue and Seeley Drive
PRELIMINARY CONSTRUCTION COST ESTIMATE December 28, 2004
4
MILES AVENUE AND SEEL RAFF C SIGMES
•1
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:� `C 8T .
' Ohl '''rn"::. ,.... (. •
.: ;:, :
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Miles Avenue and Seeley Drive Traffic Si nalization t
LS
Lump Sum
$125,000.00
Su 'tal.`: il' :�A�e�h�1e antl.:�efe Driv�-Traffic'SI' naliiatton ,
-
.
Contln
enc .15%
$18,750.00
MSA Consulting, Inc. makes no representation concerning`the estimated quantities and cost figures
other than that all such figures are estimates.only and the Engineer shall not be responsible for fluctuations in cost
factors or the actual cost at the time of construction,
-Page,1
( 05/15/08 .,17:10'FA% 6203388343 STEINY CO- IM001
QUOTATION
. STEINY &COMPA►NY, INC.
'LICENSE #161273, CLASS Ay 8, COO
12607 EAST GARVEY, BALDWIN PARK, CA 91706 _
PHONE# 626.338-9923 '' FACSIMILE# 626-338.8343
Y 1eyl May 5, 2008
JUSTIN 8l`RTAIN -
TURNER CONSTRUCTION COMPANY ,
' 1900 S. STATE COLLEGE BLVD, SUITE goo
ANAHEIM, CA 92806 -
LA QUINTA =MILES QUOTE#c 3420P
i T!S @ SEELEY
PARCEL#31116 a.
BID DATE: " ' 051308 BIU'TIME: ASAP r J
BID ITEM: QUAN., UN17 EXTENSION
1
TIS MILES / SEELEY
1 .
LS
$2621572.00
$252,572.00
TOTAL
',t 252,572.00 -/
_Ecludes: 1) All permit, design and, inspection costs.
2) All bond costs. (1 % of bid amount or $500.00 minimum, if required.)"
3) Survey & Utility Fees.
-4) Weekend and Night Work.,
.
5) Signing and striping (labor to Install mast arm regulatory signs included).:
Notes." 1) Quote valid for 60 Days: 1
2) All T & M work to be performed per the Standard Specifcations for Public Works
'Construction. Mark-ups shall be as follows:
A)'Mate"ial -15%0, B) Equipment-15%,.C) Labor - 20%, O) Subcontractor -10%.
3)'17affic control for our work is included.
4) Lead-time for material is 14-16 weeks ARO_
5) All material costs are due prior to ordering Long lead items 9 General. Contractor or
Owner are an LLC_ Balance is due at completion of Steiny and Co., Inc. scope of work.
` 6) Price based on approved plan sheets 1-6 of 6 dated 021406. No special provisions.
7) General note #15 on sheet 1 of 6 states that the plans are only valld.for;18 months.
Steiny Company, Inc_ -
Mark Dillard t
Senior Project Manager
a F r'ABC Resources, Inc.` 'Bret Schaefer t Proposal #. S13201
'
State License # 538680 Phone ,# (909) 988-0390'
• . 1527 W State Street Fax # (909) 988-6201 Date: _ 05/16/2008
Ontario, CA 91762 E-mail: Bret@ABCResources:biz ., Revised
'
Customer ,Project
Turner,Construction Company Centre Pointe Project-, - -
- .
1900 S: State College Blvd. STE 200.. - ','Seeley Dr., Washington St. & Miles Ave.
Anaheirri, CA 92806 La Quinta, CA t
Attn: Doug Cottorie / Estimating
• `'
Phone: 714,940-9000 % Fax 714 712-7400• FEstimating Fax: 714 712-4415, .
a ,
..•au,,. u: ^aa•^w!-'c�ar£avx.'••w+-3-�yaa r
+' Quantity : 1Nork Descnptlon x Tot
Street Striping & Signage — Miles Ave. (& Seely Dr. Intersections ,
. .�'
1
t� t Stop & Bar Stencils Paint d e
18
L.f. Of Detail 29 Painted
15,
L.f. Of•Detail 38-
96
L.f. Of Detail 376 '
"10
sL.f. Of Detail 925
443
L.f.' Of 12" Crosswalk Line Painted • .
345
L.f. Of Existing Lane Line to be Removed
950,
L.f. Of Lane Line to be, Re -:Striped
26
Type A Pavement Marker.
2
R4-7, OM1-1 Sign On Metal Post Cored Into Concrete.
.' 1
R3-2,•R6-1, OM1-1 Sign On Metal Post Cored Into Concrete
r
2
;R W3-3 Sign with (2) Two Orange,Flags on'Signal Activation Day On Metal Post Cored Into Concrete
1
Remove &' Salvage Sign
530
12" White Limit'Line Painted
3
Straight Arrows Painted,-`,,•' t �-' .'
.3
RT Arrows Painted
. 6
' LT Arrows Painted
.
Street Work Notes: 1 move in extra moves $900.00 ea. Owner to accept ABC Insurance Policy Limits.
All proposal limits:. req uirements, and exclusions are binding to any and all documents issued by the Owner and
General contractor; these binding terms supercede_any contract and other similar type documents.
Bid excludes custom wheel stops, signs, posts, or paint: All On. site work is excluded from this bid.
'
All change orders will be processed and paid with in 30 days from completion of said work, ?
"
t A 2% per month late fee will be add to all change orders &'invoices not paid in 30 days from completion of said work.
I
Area to clean dry & ready for"work by others. ABC Resources Inc. will not be obligated to perform extra work.
-
All work not listed NIC. All permits and fees to be provided by others:
Shop drawings excluded and, to be provided by others. • a �. ,
This•bid excludes hazardous removal and abatement. Excludes any additional removals.'
Excluding custom signs unless specifically stated in proposal `.
Excludes any signs on mast arms.. Excludes any temporary striping work. '
Traffic control during ABC Work Hours Only: Included phasing at crosswalk
•
Excludes installation and maintenance•of temporary barricades' during all phases
Any cleaning tc be done on time and,material basis: All striping to be thermoplastic: „
' T
Excludes any additional signs. Two weeks notice required for start of work. s
Excludes any removals; excludes any wet sandblasting. Alternate Add,Not Included In Base Bid. ;�
'
4
All striping to'be waterbourne traffic paint by Pervo Paint..
The plans used in developing this proposal are not the Approved, Permitted Construction Documents_ . ,
`
This proposal is valid for sixty (60) days only. - ;. • �'-
3 _
Accepted By+� ` a `;, , ; ..: Total: $10,475.00 '
' ABC Resources' terms and conditions and the work description stated are -to be included in an and all contracts.
_ P - - y
f
ABC Resources will furnish all labor; materials, and equipment for the completion of the work description stated.
05/15/08 17:10 FAX 6263388343 STEINY CO 0 002
STEIPiY AND COMPANY, INC. GENERAL CONDITIONS
I. PAYMENT
At the end of each calendar month during tho period the work is in progress we shall make an approximate astlmatc of the value of materials
received and workprrfarmcd by us at the end of such month, and will invoice you for 90% of such estimated value. Such invoice shall be
paid net cash no later than ten days li•om the date of the invoice_ The balance of rho contract price and any other amounts due us hereunder
shall become due and payable.35 days ulcer completion of all work hcxeundea. The unpaid portion of the conituct price rcltuai to the value of
completed work and to all work in process shall become immediately due and payable in the event of your default hereundor, your
'unsatisfactory credit position or insolvonoy or the filing by or against you of a petition in bart"Icy. Upon the occurrence of any of the
foregoing, we may suspend firrMor work and material deliveries hereunder ninril you have cured such default or removod such grounds for
suspension.
Z, SCHEDULING
We will comploto the worth within the time regtired by the contract, provided all information is fionished to u4 and all work to be done by
others is performed and completed in such time and manner as will not delay or interfere wide our work; If we are delayed doe to causes for
which you or those amUng for you, or your other contrxetors or sub-aonrractors ate responsible, the tie for completion of our work shall be
cittendod far such a period as Tay be nwAssary to enablo'us to perform, and you. shall reimburito as for any and all costs and expenses which
we may incur as a direct result of such delay, including but not limited to expenses incurred in handling and storing materials, wages and
antaries of employm% the rcnW value of equipment and facilities made idle by such delay, tho cost of transporting coon and materials, and the
cost of any overtime work subsequently required as a result of.such delay, '
3. GUARANTEE
Wo will replace or correct at your written request at anytime within one year from tho date of completion of our work under this contract any
of out material or workmanship, which is defective or is not in eonfor rumce with the specifiesions. our liability for any and all losses and
damages sustained byyou or by odlon resulting fivm any defective materiats or workmanship which we may fumiah under this contract shall
be limited to replacement or correction of such defective materials and workmanship within the time above stated, and we shall not be liable
for consr4uenbal damndes.
4. CHANGES
We will make any changes in the work that you instruct us in writing to make, If wt: are unablO to agree with you upon the price to be charged
for additional work or the credit allowed for reductions in the work we will ncveatheless proceed to make such changes according to your
instructions, provided you have furtmishcd all necessary information and all work to be done by others has been properly performed, and upon
completion thereofyou will pay its our costs of perforhning additional work, computed aceordingto our regular accounting practices as ..
certified by our Treasurer, plus 10% profit, or we will eredir your .account in tho amount of our savings, similarly computed, as certified by our
Treasurer, resulting from any reduction in the work. in the event we are directed to proceed with additional work on a Fordo Account basis,
Then we shall be paid for per&rning.lbe additional work in accordance with the Force Account formula stipulated by the specifications,
5. DELAYS
We shall not be liable fbr delays in perforalanco caused by acts of Cod or the public encrar strikes or other differdnces with workmen;
shortages of cars, fuel, power, materials or labor, delays in tradspmmuon; accidents; compliance with, or action taken to natty out the intent or,
purpose of any law or administrative order or regulation, decree of coup or requot by a government agency or official thereof, nor shall we be
liable for delays in performance due to any contingency beyond our reasonable cottlrol In rho event of delay caused by any of She foregoing,
duo time for ve:rfoemance shall be exrendcd for such time as rnav be reasonably rmeesssaiN to criabie us to perform.
6. PATENT'S
You seal; inde®ify and save ors harmless from m&ingematt of United States patents resulting from our compliance with designs or
specifications, which you furnish. We will indemnify and save you harmless from inf-ingemcatt of United States patents by products fabricated
beewnda in conformance with designs or specifications with designs or specifications; which we furnish.
T. LIENS
We will indemnify and save you harmlessTrom all Moss and liability resulting firom negligence or look of due care or the t',hilurc to discharge all
obligations to workmen, materialmen, subcontractors and others Ineutrcd or assumed in connection whit performance of this contract on our
part and on the pan of any of our subcontractors. You will protect us from tiabilily duo to our compliance with your designs, drawings and
specifications.
g. BUiLDER'S RiSK
We will repair or rcplaco my m aterials that are damaged or destroyed prior to final completion except that you will repair or replace, or
compensate tan (be repairing or replacing, any materials that are damaged or destroyed due to your fault of your other contractors or
represcninrives. However, you will maintain fire and extended coverage insurance on the work in an amoum at.least sutyiciant to compo ale
its for any losses we may susmi" as a result of any of the causes covered by such insurance and will name us as co -assured in the policy or
policies of In.uraiae to the hell potent of our insurable interest in the•woilL
9. BOND'
At your request, we shall supply tabor and matorial and performancc bonds for the work covered by this contract provided you pay us. in
addition to the amounts due us hereunder, the promimms for such bonds.
10. TAXES
To this extent legally permissible, all present and future taxes imposed by any federal, smto or local authority which may be required to pay or
collecx, upon or wire refurtmoe to tine sale, ptrtuhase, rransportalion, delivery, storage, use or eonsumpdon of rho materials or services cover
hereby. including tutees upon or measured by the reccipts therefrom, shall be Ibr your wcount.
11. LAW
Any clause mgvired m be included in a contract of this kind by any applicable law or adminiSiYS[Ive regulation having the cffeze of taw shall be
deemed to be incorvomted herein.
11 ATTORNEY'S FEES
If any legal proceeding is brought between either of us arising out of or connected with this agreement and in the evcm. that vac are The
svcccsFU party therein, we Shull be entitled to recover all costs of our reasonable attorney's fees and expenses in connection ihercwidn.
13. WAIVER
Waiver by either of us of any breach of this contract shall nut be construed its a walvor.of a y other breech.
City of La Quinta
a The following General and Special Provisions are attached to and made a part of
Permit Number 8049
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 be fitted 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 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 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 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:
® 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
permittee.
® R3 UTILITY CLEARANCE'(Surface Structures) No work shall be done under this permit until all utilities -are clear of the
proposed work site-. The permittee.shall notify all concerned utility companies of the proposed work.
❑ R4 PAVEMENT WIDENING: Area between the proposed concrete gutter line and the existing road pavement shall be surfaced
with ( "'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 'W') 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.S'AND: 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 (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 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
two inches (2") of SC-800 shall be placed immediately. A permanent patch of ( 3 ) inches of A.0 surfacing placed on a ( 6 )
inch ( crushed ) aggregate base 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 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 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.
e
PERMIT NO.8049 ..Centre Pointe / Traffic, Signal' Installation / PM 31116; Miles Ave .& Seeley Dr
An addition to the standard permit conditions, the following shall apply:. r
1. Pursuant to Sectioii'14.16.32`0 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 job trailer) for inspection during the
actual work'performed.
L
3. The City of La Quinta requires the interconnection between the proposed signal at Miles Avenue and
Seeley Drive and the existing signal at Miles Avenue and Washingtori, Street be made with Fiber Optic
Cable. The City of La Quinta will allow the required change from a copper based interconnect system to
a fully functional fiber optic system as -"a field modification rather than a revision to the current signal
plan.
4. Prior to commencing the.excavation' of a trench 5 .feet in depth or greater and into which a person will
be required to descend, the Contractor shall first obtain a`permit'to do so from the Division of Industrial
Safety pursuant to 7710.4.1. r
5. -,Centre PointeDevelopment(Michael Oliphant) and Turner Construction, 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 the end of each working day and morer
frequently, if required: ti
7. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1, 4982), throughout the
work site, the Permittee *shall comply with City regulated work hours.. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods: `
r
October 1 st to April 30: Monday -Friday 7:00 a.m. to 5:30 p.m.
Saturday 8:06 a.m. to 5:00 p.m.
May 1 st to September 30: Monday -Friday 6:00 a.m. to 7.00 p.m.
t Saturday 8:00 a.m..to 5:00 p.m.
Work shall be prohibited.on legal holidays and Sundays.
Note: Construction,work (including setting up traffic control devices) is not permitted on any Arterial
street (i.e. any 4 lane street) neither before 8:30 a.rri. nor after 4:30 p.m.
8. 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 CityTraffic Signal Maintenance Division at (760) 250-0571 if signal operation at the intersection is
to be altered in any way.
Special Conditions Page 1 of 8 '
PERMIT NO.8049
Centre Pointe /.Traffic Signal Installation / PM 31116; Miles Ave & Seeley Dr
9. The permittee and/or contractor placing engineered fill must provide adequate time and safety for the .
Geotechnical Engineer of Record to perform soils testing during engineered fill -placement. The testing
frequency shall be determined by . the Geotechnical Engineer of Record such that the fill can' be
determined to be placed according to the city approved plans.
f
10. The permittee and/or. contractor, shall, provide surveyor staking information adequate for the City
Inspector to determine horizontal and vertical locations relative to ' the approved city plans. The
minimum required wood lath type stakes shall be placed at all proposed building comers, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
A 1: 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.
12. This permit is not valid until the permittee submits, to the Public Works Department 2 weeks prior to
start of construction, a letter from any owners of the driveways/access ways that will be closed down
due to the construction. The letter must be approved by the city and at minimum state from the owner
the following:
A. Approval of the construction
B. Plan identification
C. Time' Frame of Closure
D. Alternative Routes
13. The permittee shall place temporary no parking signs along the parking area affected by the
construction. The signs shall be placed along the area 48hrs prior to the start of closing the area, and
removed immediately after the construction completion date.
14. Centre Pointe Development (Michael Oliphant) and Turner Construction, hereinafter referred to as
"Permittee", shall be responsible for providing continuous dust and erosion control during construction
materialhauling procedures.
The following Fugitive Dust Control rules shall apply during soil import/export activities:.
a. A valid grading permit shall be active at both the import and export site
b. The import/export material during hauling shall be near 70% optimum moisture content.
c. Street cleaning shall occur, as necessary, at import and export location.
d. Trucks hauling export or import material must maintain 6 inches of freeboard and be tarped.
e. The haul route shall be attached to this permit or a City approved plan.
15. 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 with the 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 Manual of Uniform Traffic Control Devices (MUTCD)-2003 Edition
Special Conditions Page 2 of 8
PERMIT NO.8049
Centre Pointe / Traffic Signal Installation / PM 31116; Miles Ave & Seeley Dr
with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement. It
shall be the Permittee's responsibility to appropriately detour and barricade all construction sites. .
Pursuant to Section i4.16.290 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.
16. - 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. `
17. 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. ,
18. The permittee shall be responsible for notifying the inspection staff of import.fill and over excavated
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 over excavated 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.
Prior to the city issuing a building permit,. the permittee's Geotechnical Engineer of Record shall submit
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.
19. The permittee shall beresponsible for calling the city inspector to arrange the city inspector to observe
random trench compaction testing performed by a city approved material testing firm. 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. The inspector
shall determine the number and location of the test' locations. The above testing does not relieve the
permittee;s responsibility for future repairs due to settlement at and near the locations of the work area.
Materials testing must be performed under direct supervision of a California Registered Civil Engineer.
20. . 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. I Q
Special Conditions Page 3 of 8
PERMIT NO.8049
Centre Pointe /Traffic Signal.Installation / PM 31116; Miles Ave & Seeley Dr
21. - The permittee.is responsible for obtaining a valid separate permit from the California Department of
Transportation Department (CalTrans),, other City, 'or County jurisdictions if any of the work or traffic
control devices extend into the CalTrans, other City, or County right of way.
22. 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
23. Work within 500 feet of any designated School,Zone shall be performed between the hours of 8 a.m: —
1;30 p.m. Traffic control shall be set up after 8 a.m. and removed.before 1:30 p.m.
24. The permittee shall not encroach upon private property without prior written approval (submit to'the
Public Works Department; attention to the Assistant Engineer II) of the private land owner whom is
being.encroached upon:
25. Prior to performing construction work and closing any lanes in, the Public -Right of Way, the permittee
shall call the City at (760) - 777=7097 af.least 48hrs prior to work and request an appointment" for a
preconstruction meeting with the City Inspection staff.
26. During work hours, the permittee shall provide and maintain ,a traffic lane that diverts traffic off the
paved roadway. The, traffic lane must be located within the existing R/W with the following
requirements:
a. . Class -II Base with a minimum depth of 2"
b. A,12 inch 'thick subgrade layer compacted to 95% based on ASTM D1557
C. An unobstructed travel width of 10 feet.
d. In addition, a minimum of 5 feet clearance from open trenches..,
e. A minimum of 2 feet from vertical obstructions like curbs..
f Maximum speed"of45 mph
27.. The permittee shall haul all offsite debris to a'certified landfill. Prior to hauling debris, the perinittee
shall inform the City (Inspection staff or 777-7047) of the name and location of the certified dump site.
28. - 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 planfor review and approval prior to start of construction or
parking on the paved' R%W.
29. The permittee is required to provide an informative message board (approved by the City'Engineer)
informing the commuters using the affected roadways of -
g. Possible traffic delays
h. .Time of construction
i. Alternate routes.
Special Conditions Page 4 of 8
r
PERMIT NO.8049
Centre Pointe /Traffic Signal,Installation / PM 31116; Miles Ave & Seeley Dr.
The message board shall be provided for the commuters 48 hours prior to the start of traffic delays, and
the entire message should be readable at the posted speed. limit.
30. Pursuant to Section�14.16.370 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 1982),
backfill compaction within'street rights -of -way shall conform to. Section 306-1.3 ofthe 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.'
Special'Conditions ) Page 5 of 9
PERMIT NO. 8049
Centre Pointe / Traffic Signal Installation / PM 31116; MilesAve& Seeley Dr
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.
-31. 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 everyworkday.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.
32. All landscaping,_ irrigation, decorative rock, decorative concrete, lighting, etc., shall be replaced to its
original condition. ;
33. Access and egress to all ;local properties shall be maintained at all,times.
34. Pursuant to Section 14.16.375 of the La Quinta Municipal Code (Ordinance 10 § 1 (part), 082),
permanent pavement replacement shall be completed no later than seven (7) days after,the completion
.of the work. Permanent pavement replacement shall conform to the following conditions:
A. Existing asphalt concrete pavement shall be sawcut one,(1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the requirements of Sections 200-2.2 and 200-2.4 of the Standard
i
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to 95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement secti.on,thicknesses with the City prior to installation.
C. Permanent pavement replacement shall be installed using City approved'/" max medium asphalt,
concrete as the base course lift and a_°City approved ''/2" max medium finish course lift for. .
capping. Asphalt concrete mix design shall be. approved by the City prior to its placement.
x
D. Cold-Millpnd 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 joint created next to the existing unmillea pavement surface. The cold -milled area
and base asphalt concrete in the trench area shall be overlaid with a City approved C2-AR7-4000
asphalt concrete mix. The width of the cold milling area shall be as follows:
i • For longitudinal trenches located in a parking lane: three (3) feet outside -the sawcut
removal lines.
Special Conditions Page 6 of 8
PERMIT N0. 8049
Centre Pointe / Traffic Signal Installation / PM 31-116; Miles Ave & Seeley Dr
• : For longitudinal trenches located iri 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/o".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.
35. 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.
36. Pursuant to Chapter 12.56 of the La Quinta Municipal Code_ (Ordinance 10 § 1 (part), 1982) the City
has. designated certain city streets as Truck Routes. The weight limit for restricted streets (i.e., streets
not part of the Truck Route network) is _three (3) tons; trucks exceeding the weight limit may use a
restricted street if making a delivery or pickup on the subject street, or if this permit specifically grants
permission to use the street to deliver street construction materials and/or equipment.
37. The City of La Quinta reserves the right to revoke, suspend or void this permit at any time. .
38. The permittee shall indemnify, hold harmless and assume the defense of the City from all damages,
delay costs, costs or expenses in law or equitythat may arise out of work under this permit.
39. 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 thirdparty has ,acquired a permit from
the City to perform the required restoration work.
40. Flagger Requirements
A. Minimum Requirements
1. Receive and communicate specific instructions clearly, firmly, and courteously;
2. Move & maneuver quickly;
3. Provide clear and positive guidance;
4. Understand and apply safe traffic control practices;
5. Recognize dangerous traffic situations in sufficient time to avoid injury.
Special Conditions Page 7 of 8
PERMIT NO.8049.
Centre Pointe /;Traffic Signal Installation / PM 31116; ,Miles Ave & Seeley Dr
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