7104Ira
ENCROACHMENT PERMIT
PUBLIC WORKS CONSTRUCTION
See below for Finance Revenue Codes
° JUN 142007 L
For the construction of public or private curbs, driveways, pavements, sidewalks, parking lots, s ers, 4&TVr(ffii IOI *her lik public
works improvements in connection with MINOR IMPROVEMENTS and APPROVED SUBDIVISIONS FINANCE DEPT.
Subdivision Improvement Permit - Class III
Minor Improvement Permit Class IV
DATE:May 22, 2007
LOCATION OF CONSTRUCTION (Street address or Description): Madison Club 33076-1 Avenue 52 and Meriwether
PURPOSE OF CONSTRUCTION: Off -site street improvements
DESCRIPTION OF CONSTRUCTION: See PSN 06140
DIMENSION OFINSTALLATION OR REMOVAL: Per plan
APPROXIMATE TIME WHEN WORK WILL BEGIN:June 4, 2007 TIME OF COMPLETION:November 2, 2007
ESTIMATED CONSTRUCTION COST: $903,436.00 (Including removal of all obstruction, materials, and debris, backfilling,
compaction and placing permanent resurfacing and/or replacing improvements)
COMMENTS: $881,236.00 + $22,200.00 $903,436.00
In consideration of the granting of this permit, the applicant hereby agrees to:
Indemnify, defend and save the City, its authorized agents, officers, representatives and employees, harmless from and against any
and all penalties, liabilities or loss resulting from claims or court action and arising out of any accident, loss or damage to persons or
property happening or occurring as a proximate result of any work undertaken under the permit granted pursuant to this application.
Notify the Administrative Authority at least twenty-four (24) hours in advance of the time when work will be started at (760) 777-
7075.
Comply with all applicable City Ordinances; the terms and conditions of the. permit and all applicable rules and regulations of the City
of La Quinta and to pay for any additional replacement necessary as the result of this work.
East of Madison, LLC - Marc Chaney 80-995 Avenue 52 La i
Name of Applicant (please print) Business Address
of Applicant or
391-5072 (760)9',
Telephone No.
Hazard Construction 6465 Marindustry PI., San Diego CA 92192 (858) 587-3600
Name of Contractor and Job Foreman Business Address Telephone No.
750542
Contractor's License No.
City Business License No.
Lexington Insurance Co. 3157018
Applicant's Insurance Company Policy Number
FEES: Subdivision Improvement Permit - Class III
Minor Improvement Permit - Class IV
Finance Revenue Code,
Inspection Fee
E_1
$27,103.00
Permit Fee
EE=1
$100.00
As -Built Deposit
&AA
$1,000.00
Cash Deposit -Surety Bond,
E_B
$0
if required
TOTAL
$ 28,203.00
Public improvements: 3% of estimated construction costs
Private improvements: 3% of estimated construction costs
See attached schedule
PERMIT NO:% 1 O4
DATE APPROVED: J(4,1.9 1 2,Oo7
EXPIRAT DATE:�_ jt,(N21t[, +20D�
BY:
ENTERED
Administrative Authority
C% 4'4 Qumrcu
PUBLIC. WORKS DEPARTMENT
APPLICATION FOR'PERMIT
Lc1 Tract No: Project Name: {'1/lgO I S oG u
Vicinity: Z �o�/; ^4DI50 n s
q v� 5 r MiwQ
E�%PU6Construction Ex: ough Grading, Offsite Street etc:)gr Csce
-D' tion of Cons on
P (Ex: See Plan Set No. 01234
—Pinmension of Installation or Removal: Qe i-
( 'Approximate Construction Start Date:
(`Approximate Construction Completion Date: 2
Estimated Construction Cost: s ®p 4 - Z 2 zoo — tD3
t Estimated Construction Cost shall include the removal of all ons, materials, and debris, back filling, compaction and
r ` icing P�cO.resurfaciog and or replacingimpmvements
we Contact Name: cvu Phone Numb r:V J57 6
Name of ApplicantJOwner:
Applicant Address: o -� v s Z
Applicant Telephone Number: T
Name of Contractor: 0.✓c� �-
Contractor Address: � VK v 1 A'. o s
00
ntractor Telephone Number: gS 6
ntractor State License Number: 9 p 2
' ntractor City Business License.Number:
o[A7'
•
oOB THE CURB ENT INSURANCE CER
0 �TIFICATE MUST BE PROVIDED � .
�J Contractor General Liability Insurance Company.Contractor General Liability Insurance Policy Number:
Office Only: Office Use Only:
iaspbct'on Fa: f Z� r D Assigned Permit Number: y
• Permit Fee: � � D
4 too.. — Approval Date:
As -Bunt Expiration
Deposit:_ I, yoo Date -
Dust Control issue
Deposit: 4> Date:
Credit
—Administrative-Authority.— -. -• --•—
TOTAL FEE DUE4
760 ND LA QUINTA -- DEVELOPMENT 09:49-UO a.m. 05-11-2007 1 /2
TIRE
MADI.SON
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FAX COVER SHEET
TO: COMPANY: FAX NUMBER:
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FROM: DATE:
REGARDING. NUMBER OF PAGES
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80-955 Avenue 52 - La Quinta, CA 92253
PO Box 1482 - La Quinta, CA 92247
Ph: (76o)391-5072 ' Fax: (760)398-5788
LAND CoM PAtJY
760 ND LA (IUINTA DEVELOPMENT 09.49.19 a.m. 05-11-2007 2 /2
may-to-cuur mioam rrom-nazara Lonsirucuon U00001UIl4 I-Zaa N.UUI/UUZ t-16Z
—! 4vsMb gIUCT10N w MANAGEMENT * SITE MWELOPIVIENT
19azard Construction Company
6465 Marindustry Place (92121) Incorporated 1998
P.O. Box 229000 Contractors License 750542A
92121 San Diego, CA 92192 Federal Tax LD. No. 33-0807734
858 587-3600 ♦ 858) 453-6034 Fax
PROPOSAL AND CONTRACT
To: East of Madison, LLC
Post Office Box 1482 Date: May 10, 2007
La Quinta, CA 92247 /
AM; Kim Fincher
Project: Avenue 52 - Storm Drain Alternates
Offsite Improvements
La Quinta, CA
Upon Execution and return of this Contract within ten days front the date below, Hazard Construction
Company ("Hazard') will perform, the following work at the above location pursuant to the terms and conditions
contained herein.
This quotation is good for all work performed as stated and includes move -ins -as noted,
Work Performed after the above date maybe subject to price change. Additional mobilizations will be
billed at 4 00.00. This quote is based on Offsite Street and Storm Drain Improvement Plan -Avenue S2: 10
sheets approved dated 09/14/2006 by R.CE Consultants, Inc. No Soils Report.
Terms: 90%progress payments with 10% retention to be paid to us within thirty-five calendar daysafter
completion of our work; subject to credit approval and construction lender's
service charge of 0.75% (percent), will be applied to unpaid balance, guarantee of payment. A monthly
Prior to commencement of construction operations, a mutually agreeable contract shall be negotiated and
executed by both parties.
We agree to furnish necessary labor, equipment and material to complete the following the above referenced project, improvements at
B. Additive Alternates
L 18" RCP (1250D)
2. Catch Basin No.l (W=10D
3. Connect to fixisting Transition Structure
Approx.
Quantity Price Total
120 LF $110.00/LF $13,200.00
1 EA $6,000A0/EA $6,000.00
1 EA , $3,000.00/EA $3,000.00
Alternates Total: $22,200.00
Thank you for the opportunity to quote on this project. If you have Ray questions regarding this
proposal or require additional information please call Bill RO�Ei'� of our office.
CJnloss expressly included, this Contract does not inchlde bonds; en
fees; permits; excavation, import orexporc riDgtes�g;60Verntuontaloroluasi-governrnentalagency
responsibility for bird baths where gradien is legs than 1 /plogairri anon; relocation of UdUties or imnprovefnents; striping; wheel stops;
grog for impeations,
Page 1 of
858-450-5977 Hazard 16:41:16 04-19-2007 113
.FlAZARD CONSTRUCTION * MANAGEMENT * SITE DEVELOPMENT
Hazard Construction) Company
6465 Marindustry Place (92121)
P.O. Box 229000
92121 San Diego, CA 92192
Incorporated 1998
Contractors License 750542A
Federal Tax T.D. No. 33-0807734
(858) 587-3600 + (858) 453-6034 Fax
PROPOSAL ,AND CONTRACT
To: Past of Madison, LLC
Post Office Box 1482
La Quinta, CA 92247
Attn: Kim Fincher
Project: Avenue 52
Offsite Improvements
La Quinta, CA
Date: April 19, 2007
Upon Execution and return of this Contract within ten days from the date below, Hazard Construction
Company ("Hazard") will perform the following work at the above location pursuant to the terms and conditions
contained herein.
This quotation is good for all work performed. as stated and includes move -ins as noted.
Work Performed after the above date may be subject to price change. Additional mobilizations will be
billed at 4 500.00. This quote is based on Offsite Street and Storm Drain Improvement Plan - Avenue 52: 10
sheets approved dated 09/14/2006 by RCE Consultants, Inc. No Soils Report.
Terms: 90% progress payments with 10% retention to be paid to us within thirty-five calendar days after
completion of our work; subject to credit approval and construction lender's guarantee of payment. A monthly
service charge of 0.75% (percent) will be applied to unpaid balance.
Prior to commencement of construction operations, a mutually agreeable contract shall be negotiated and
executed by both parties.
V
We agree to furnish necessary labor, equipment and material to complete the following improvements at
the above referenced project.
A. Base Bid
Arox,
Quantity
Unit
Price
Total
1.
Traffic Control
1
LS
$25,000.00/LS
$25,000.00
2.
Remove AC and Base
/90,000
SF
$0.985/SF
$88,650.00
3.
Remove PCC,Sidewalk
/2,000
SF
$1.30/SF
$2,600.00
4.
Remove Curb & Gutter
150
LF
$3.00/LF
$450.00
5.
4-1/2" Asphalt Concrete over 6" Class 2 Base
4160,000
SF
$3.43/SF
$548,800.00
6.
8" PCC Cuib & Gutter (STD. 202)
4,945
LF
$13.35/LF
$39,315.75
7.
6" PCC Median Curb (STD. 210)
-4,420
LF
$9.50/LF
$51,490.00
8.
PCC Gutter Depression (STD. 330)
45
LF
$19.00/LF
$855.00
9.
4" PCC Sidewalk (STD. 245)
19,225
SF
$3.15/SF
$60,558.75
10.
6" Exposed Agg. PCC Paving
510
SF
$6.50/SF
$3,315.00
11.
Pedestrian Ramp (w/Truncated Domes)
4
EA
$1,335.00/EA
$5,340.00
12.
Curb Grade & Backfill
8,410
LF
$2.00/LF
$16,820.00
13.
Shoulder / Sidewalk Grade
63,490
SF
$0.35/SF
$22,221.50
14. Striping & Signage -4' LS $15,820.00/LS $15,820.00
Total: $881,236.00
Unless expressly included, this Contractdoes not include bonds; engineering; testing; governmental or quasi-govemmental agency
fees; permits; excavation, import or export of soil;, landscaping; irrigation; relocation of utilities or improvements; striping; wheel stops;
responsibility for bird baths where gradient is Iess than 1%; or arranging for inspections.
4u Page 1 of 3
-, MADISON ST.
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WORK
NOTES: I. ALL TRAFFIC CONTROL DEVICES FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE 2006 CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.).
2. TRAFFIC CONTROL SHOWN HEREIN IS THE MINIMUM REQUIRED. ADDITIONAL TRAFFIC CONTROL MAY BE REQUIRED TO FACILITATE PUBLIC SAFETYAND TRAFFICFLOW IF DEEMED
NECESSARY BY CITY OF LA QUINTA, INDIO ANDIOR COUNTY OF RIVERSIDE REPRESENTATIVE.
3. THROUGHOUT EACH WORK PERIOD, CONTRACTOR SHALL INSPECT TRAFFIC CONTROL (SIGNS, BARRICADES AND DELINEATORS) AND MAINTAIN SAME IN
ACCORDANCE WITH TRAFFIC CONTROL PLANS.
4. CONTRACTOR SHALL MAINTAINA MINIMUM 10' (12' TYP.) TRAFFIC LANE WIDTH ATALL TIMES. THERE SHALL BE A MINIMUM T BETWEEN THE EDGE 01: CUT AND THE NEAREST TRAFFIC LANE.
5. ACCESS TO PRIVATE PROPERTY SHALL BE MAINTAINED ATALL TIMES.
6. THIS TRAFFIC CONTROL SHALL BE IN PLACE 24 HOURS A DAY UNTIL WORK IS COMPLETE. ALL TRAFFIC CONTROL DEVICES SHALL BE RETRO REFLECTIVE AND ALL BARRICADES SHALL BE
EQUIPPED WITH FLASHING LIGHTS.
7. THE CONTRACTOR WILL BUILD A TEMPORARY TRANSITION ROAD TO GET TRAFFIC ON 8 OFF THE NEW ASPHALT CONSTRUCTED IN PHASE 1. THE ROAD SHALL BE BUILT TO STANDARDS
A^nrr I1-1 f\I T1r nA•Tn•w�ww w �. .� wR.. ..�. . �.... �. �. ---- - -
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MERIWETHER CAMINO'
MODELO
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GROUNDS W1 d (RT) C-17 V420.2 a en (CA)) en (CA) C-17 � sor SPEED
sr®wn 25 "� AHEAD
25
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WIORK OR REA,-� _ _
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MERIWETHER my (� CAMINO
MODELO
APPWW BY Data Speed umu
55
N
w E Street Improvements for Madison Club
Pd= Wea w Tmft cm" cwZ
s Hazard Const. Tops N Barricades, Inc.
NO SCALE Prepared By Basil an SWdard
(800)852-TOPS Ron Fifield N/A
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1 5/17/07 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 7104
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 Y2") 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 Califomia 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 (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 ( " N/A " ) inches of A.0 surfacing placed on
a ( " N/A ") inch (" N/A " ) 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.
2
H
5.
PERMIT NO. 7104
Madison Club / Off -site Street Improvements / Tract No. 33076-1; Ave. 52 and
Meriwether
In addition to the standard permit conditions, the following shall apply:
Pursuant to Section 14.16.320 of the La Quinta Municipal Code (Ordinance 10 § I (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.
This permit or copy of it shall be on the work site (usually the job trailer) for inspection during the
actual work performed.
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 7-10.4.L
East of Madison, LLC and Hazard Construction, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control.
Streets shall be kept clean. They shall be completely cleaned at the end of each working day and more
frequently, if required.
6. Pursuant to Section 6.08.050 of the La Quinta Municipal Code (Ordinance 18 § 1,1 §82), throughout the
work site, the Permittee shall comply with City regulated work hours.. Operation and maintenance of
equipment within one-half mile of human occupancy shall be performed only during the following time
periods:
October l st 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 1 st 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.
Note: Construction work (including setting up traffic control devices) is not permitted on any Arterial
street (ie any 4 lane street) neither before 8:30 a.m. nor after 4:30 p.m.
7. 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 Riverside Country Traffic Signal Maintenance Department at (951) 955-6894 if signal operation at
the intersection is to be altered in any way.
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
Special Conditions Page 1 of 9
X
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No. 33076-1; Ave. 52 and
Meriwether
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.
9. 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 corners, and they shall
state the horizontal location relative to building corner and the elevation of the top of hub next to the
lath.
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. 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
12. 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.
13. East of Madison, LLC and Hazard Construction, hereinafter referred to as "Permittee", shall be
responsible for providing continuous dust and erosion control during construction material hauling
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.
14. 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 Cal Trans Standards or the Work. Area Traffic Control Handbook (WATCH Manual).
A traffic control plan shall be prepared in accordance with the WATCH Manual.
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
with Revision No. 1 Incorporated, dated November 2004 (HTML) and the California Supplement... As
Special Conditions Page 2 of 9
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No..33076-1; Ave. 52 and
Meriwether
of October of 2006, these documents can be observed at
http://mutcd.fbwa.dot.gov/HTM/2003rI/part6/Tart6-toc.htm and
http:Hwww.dot.ca. ,ov/hq/traffops/siatech/mutcdsupp/pdf/CA-Chap6A-Chap6F.pdf, respectively. 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.
15. 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.
16. 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.
17. 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 Il at 777-704 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 Uniform 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 Geotechni_cal 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.
18. The permittee shall be responsible 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 location/s. 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.
19. 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
Special Conditions Page 3 of 9
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No. 33076-1; Ave. 52 and
Meriwether
improvement plan requirements as required by the city or existing errors & omissions by the architect or
engineer of record.
20. 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 ortraffic
control devices extend into the CalTrans, other City, or County right of way.
21. 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
22. Work within 500 feet of any designated School Zone shall be perfon-ned 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.
23. The permittee shall,not encroach upon*private property without prior written approval (submit to the Public
Works Department, attention to the Associate Engineer) of the private land owner whom. is being
encroached upon.
24. 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 at least 48hrs prior to work and request an appointment for a
preconstruction meeting with the City Inspection staff.
25. 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 of 25 mph
26. 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.
27. 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 Associate Engineer. If the
archaeologist determines the site note to be required to be observed, please submit a letter signed by the
archaeologist stating their determination.
Special Conditions Page 4 of 9
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No: 33076-1; Ave. 52 and
Meriwether
28. If public traffic lanes are required to be closed, this permit is not valid until the permittee submits, to the
Public Works Department, an approved traffic control plan at least 2 weeks 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.
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 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.
Special Conditions Page 5 of 9
PERMIT NO. 7104
Madison Club / Off -site Street Improvements / Tract No.33076-1; Ave. 52 and
Meriwether
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 Pennittee. 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 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.
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), 1982),
permanent pavement replacement shall be completed no later than seven (7) days after the completion
of the work. Permanent pavement replacement shall conform to the following conditions:'
A. Existing asphalt concrete pavement shall be sawcut one (1) foot beyond trench edges. Edges shall
be straight and clean.
B. Permanent pavement replacement structural section, within all trenches, shall be 1" thicker than
existing of asphalt concrete over the same existing thickness of crushed aggregate base or crushed
miscellaneous base, meeting the. requirements of Sections 200-2.2 and 200-2.4 of the Standard
Specifications for Public Works Construction. The replaced pavement and base material shall be
compacted to.95% relative compaction and respectively tested, for each 300 linear feet of trench.
Verify exact structural replacement section thicknesses with the City prior to installation.
Special Conditions Page 6 of 9
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No. 33076-1; Ave. 52 and
Meriwether
C. Permanent pavement replacement shall be installed using a City approved 3/" max medium
asphalt concrete as the base course lift and a City approved'h" max medium finish course lift for
capping. Asphalt concrete mix design shall be approved by the City prior to its placement.
D. 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 joint 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.
• 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 Pen-nittee, 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 equity that may arise out of work under this permit.
Special Conditions Page 7 of 9
i
PERMIT NO.7104
Madison Club / Off -site Street Improvements. / Tract No. 33076-1; Ave. 52 and
Meriwether
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 third party has acquired a permit from
the City to perform the required restoration work.
40. Flagger Requirements
A. Minimum Requirements
l . 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.
B. Flagger Safety Apparel
1. Background
a. Fluorescent orange -red, or
b. Fluorescent yellow -green
2. Retroreflective material (Orange, yellow, white, silver, yellow -green, or fluorescent
version.
3. Material shall be visible at 1000 ft
4. Apparel shall be designed to identify the wearer as a person
5. Law enforcement personnel should adhere to the same standard
C. Hand -Signaling Devices
1. Stop/Slow paddle octagonal in shape with minimum 18" width and 6" letters. Must
have white legend on red background.
D. Directing Traffic
1. Only three (3) signals are required.
STOP SLOW
E.
Flagger Communications
1. If work area is too long for relay (2 flaggers can't see each other)
Special Conditions
Page 8 of 9
PERMIT NO.7104
Madison Club / Off -site Street Improvements / Tract No. 33076-1; Ave. 52 and
Meriwether
a. One flagger given the responsibility to coordinate
b. Use Radios or
c. Field phones
F. Flagger warning signs must be removed or covered when flagging is finished, when work is not going to
start immediately, or when work is completed.
Special Conditions Page 9 of 9